WS-15-2882 . 4
Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-250656 Permit Number: WS-11-15-2882
Scheduled Inspection Date: January 25,2016 Permit Type: Windows/Shutters
Inspector: Rodriguez,Jorge Inspection Type: Final
Owner: BARRIOS, EDUARDO A Work Classification: Window/Door Replacement
Job Address:140 NW 102 Street
Miami Shores, FL 33150- Phone Number
Parcel Number 1131010220100
Project: <NONE>
Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415
Building Department Comments
REPLACE 11 WINDOWS W/IMPACT. SIZE FOR SIZW Infractio Passed comments
INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-250494. CREATED AS
REINSPECTION FOR INSP-250383. CREATED AS REINSPECTION FOR
INSP-249159. CREATED AS REINSPECTION FOR INSP-247821. Not
ready
Failed No access
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
January 22,2016 For Inspections please call: (305)762-4949 Page 22 of 51
SPECIALTY ENGINEERING CONSULTANTS,Inc.
DADE - BROWARD - PALM BEACH
January 20,2016
Mr.Tom Burnett
Florida Home Improvements
4070 SW 30 Ave
Hollywood,FL
Re: GONZALES RESIDENCE, 140 NW 102ND STREET,MIAMI SHORES,FL
NEW 2X BUCK INSTALLED IN OPENING#6
Dear Mr.Burnett:
Pursuant to your request we have reviewed the installation of the new buck installed in opening#6 at the above
mentioned address. The new 2x pressure treated window buck has been installed with 'I/4"o x 3-'/4"Tapcons at 8"
on center to the existing concrete substrate and has been properly caulked.
We find that the new lx window bucks are in accordance with 2014 Florida Building code, approved NOA's
and are capable of supporting the code prescribed loads.
We hope that you find this information helpful and should you have any questions please feel free to call on us.
Respecftft� iii _ -- -
Spec' 83 nc.
lv :° G
eBl c,gEOF ;2 Spencer Ledgard
Diro�Qf Op '-nsQ;�� Project Engineer
\O
State o s i o-
Registere f"p® pAp11altrigineer: #0077012
Certificate of Authorization: #009217
1599 SW 306`Avenue, Suite 20 - Boynton Beach,FL 33426 - Office: 561-752-5440 - Fax: 561-752-5542
NO7z, -
5
+
ppity s
J 6
I4
. : ' 0 : a Specialty Engineedn0 Consultants,Inc. tskeq, Wind Velocites in South Florida
n I 5 15M SW 30 Avenue,Suite 920 s �
Boynton Beach,FL 334328 i? Dede 810 Pahn Beach
n a FL.CA9009217 Risk Ca
v, t.1 165 I.% 156 Lowriskwhtanaes fslreds
5 �` Risl•Cal2 173 170 170 Sia eFemil Residemxs
ael 5 Risk CA 3&4 IBG I80 18D Essmtiel Facilities
ff. q h (GCp-GCp I) hdsluctio to a e
CO ? y
1 Chetta ovkie whtd Pressures based on the mean roof height And shall not exceed 80•-0'.
2 n assures are for en enclosed shultem orotherintpactresistance protection r
V(mph) 175 1620 FBC for flVHZ,or Fig 26.5-1 e 3 User shall determine the mean roof he Eave h M+Roof Peak)12.
Risk Category 11 Tobi.1.5.1,peg.2 4 End zone distance Is the lessor of 10°k of le 10°k of width or 40%of the mean roof h Mend not teas than 3'-0'
8sposm�e C Section 26.7 5 if 50%of a com neM ts in a lar zone then tltet eom nerd ts cortcidered to be in zone with the majority of the are..If questionable then Place N Zone 5
Kd 0.83 Table 26.6-1,page 250 8 Each corm ne whdow door muMon has a tributary area that is area to W used.Area of wmponentato rounded down but shall not be less than 10 sf.
Kzt 1Figure 26.&I,page 252 7 For NOA's that r u0e a Kd=1.0 then mu the values Osted herein 1.18.
OCpi 0.18 '0 18 0.55 8 WNd assures ere based on Allowable strew design.
ptich of roof 3112 14.0 degrees 9 n reasons toMed herein ere vel for res B and C aM re D.max roof h ht
thin 14.0 degrees 10 Charts end values lid herein are o va0d when red dated end sealed Oa McDou le PE 956214 or Mark LeBlanc PE 935883
11 Wimd d n ensures are calculated in accordance with ASCE 7-10 Method 2
12 jNo reduction Is taken for slopes less then 10 degrees.
Areeof Area of A-founponcM Am ofcan Areaof Area ofcom t Mee of t Area ofAreaofcmn Area ofoun trent Area of
15.0 sf 20.0 sf 25.0 sf 30.0 sf 35.0 of 40.0 sf 45.0 sf 50.0 sr 55.0 of 60.0 of
Meer Roof
lief Zone 4 Zone 5 one 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5
40.1 40.1 8.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0
IS -43.4 -53.6 -02.2 -51.3 41.8 -50.6 41.4 49.8 41.0 49.0 -00.6 48.3 -40.2 47.5 -39.8 -46.8 -39.4 -06.0 -39.0 45.2 -38.6 44.5
4. 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4
16 -44.0 -54.4 42.8 -52.0 1 42.4 -51.3 42.0 -50.5 1 41.6 49.7 1 41.1 48.9 40.7 48.2 40.3 47.4 -39.9 46.6 -39.5 45.8 -39.1 45.1
41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2. 37.2 36.8 36.8 36.3 36.3 35.9 35.9
17 -44.6 -55.1 43.4 -52.7 42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 48.8 40.8 48.0 40.4 47.2 -40.0 46.4 -39.6 45.7
41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3
18 45.1 -55.7 43.9 -53.3 43.5 -52.6 43.0 -51.8 -42.6 -51.0 42.2 -50.2 41.8 49.4 41.3 48.6 -40.9 47.8 40.5 47.0 40.1 -46.2
42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7
19 45.7 -56.4 44.4 -54.0 43.9 -53.2 43.5 -52.4 43.1 -51.5 42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 47.5 -40.5 -46.7
42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1
20 46.2 -57.0 44.9 1 -54.5 1 44.4 -53.7 44.0 -52.9 43.6 -52.1 43.1 -51.3 42.7 -50.5 42.3 -49.7 41.8 48.9 41.4 48.1 41.0 47.2
43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5
21 46.6 -57.6 45.3 -55.1 -44.9 -54.3 -44.4 -53.5 44.0 -52.6 43.6 -51.8 43.1 -51.0 42.7 -50.2 -42.3 49.4 41.8 48.5 41.4 -07.7
43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9
22 47.1 -58.1 45.8 -55.6 45.3 -54.8 -44.9 -54.0 44.4 -53.2 44.0 -52.3 43.6 -51.5 43.1 -50.7 -02.7 -49.9 -02.2 -49.0 41.8 48.2
43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3
23 47.5 -58.7 -46.2 -56.2 45.8 -55.3 45.3 -54.5 -44.9 -53.7 -44.4 -52.8 44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 -49.5 42.2 48.7
44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6
24 48.0 -59.2 -06.6 1 -56.7 46.2 1 -55.8 45.7 -55.0 45.3 -54.1 -04.8 -53.3 1 -44.4 -52.5 1 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1
44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9
25 48.4 -59.7 47.0 -57.2 46.6 -56.3 46.1 -55.5 1 45.7 -54.6 45.2 -53.8 -44.7 -52.9 44.3 -52.1 1 43.8 -51.2 43.4 -50.4 42.9 49.5
45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3
26 48.8 -60.2 47.4 -57.6 47.0 -56.8 -46.5 -55.9 -06.0 -55.1 45.6 -54.2 45.1 -53.4 -44.7 -52.5 -44.2 -51.6 -43.7 -50.8 43.3 49.9
45.3 45.3 43.9 43.9 43.4 43.4 _ _42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6
s 27 =49.2 -60.7 -47.8 -58.1 47.3 -57.2 _ -46.9 -56.4 -46.4 -55.5 -45.9 -54.6 -45.5 -53.8 45.0 -52.9 -44.6 -52.0 -44.1 -51.2 -43.6 -50.3
45.7 45.7 44.2 44.2 43.7 43.7 43.3 44j. •a21 52.8 4 40.3 9 v3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9
.2 -15.8 -4618 •5. • .3• 0-55.1 45.8 1 -54.2 45.4 -53.3 -44.9 -52.4 -44.4 -51.6 40.7
-46.0 _ry46.01 ° 44.6 44.6 44.1 44.1 43 6 43.9• l •13.1• • 40.G• 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40 �`J �40y� ?70
291 9 _�° °_ 9 -48.0 6 -./Q • 1 •56.� • .6• -SAS -46.2 -54.6 -05.7 -53.7 -45.2 -52.8 -44.6 ,11 F�4:9 a .511-
40.'9B�
E - - 3--f� ,4.3 ! (; 2 GI i.. C](411.4 44.4 43 9 43.9 43.4 43.4 42.9 -WT2.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 :,°4D
-58.5 -0 9 -57.6 -07.4 -56.8 -07.0 -55.9 -46.5 -55.0 -46.0 -54.1 -45.6 -53.2 45.1
n\,,F D BY DATE ••• • ••• ... •..• • • • • �'
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MIAMI SHORES BUILDING DEPARTMENT
PRODUCT APPROVAL SCHEDULE/COMPARISON CHART
Address:14o NW 102 ST MIAMI SHORES FL 33150 Permit No.
Opening Window, Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact
ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No
1 WINDOW FL16736.2 +60.0 -60.0 +40.1 -43.4 1101/4 x 611/2 NO NO YES
2 .J, FL16736.1 72 3/8 x 49 3/8
3 1, 36 x 501/4 .�. .l, .�•
4 .j. FI-689o.1 +67.5 -67.5 .l, .j, 35 3/4 x 501/4
5 FL16736.1 +60.0 -60.0
6 69 3/4 x 491/2 1 x 3(+/-80)
7 -53.6 FL9520.1
8 1, 711/2 x 491/2 .(, NO
9 -43.4 72 3/8 x 491/2
10 361/8 x 38
11 36 x 381/4 1 x 2.75 .l•
.. ... . . • . . ••
.• ... ••
Goo
•
•
MUWON 1 x 275 NOA#
�.. .I. „• , I `i
14-1105.01(+/-167.8)
r r
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Florida Building Code Online Pagel of 2
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Regulation ���J
Prmuc[Aooroval Menu>Product or Aoag®Eton 5farch>ApIAMdOn List>Application Detan
FL# FL6890-R5
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived ❑
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Emall 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin • •
eko"cws-cc • • • ••••••
Technical RepresentativeGOOD Erin Koss 000000 i••••• •••0:0
Address/Phone/Emall 1900 SW 44th Ave. 060:60 • •
Ocala,FL 34474 ••••0:
(3S2)368-6922 Ext 291 •GOOD• i•••i• • •
eko"cwws.cc •••• • •••••
•••••• • • •••••
Quality Assurance Representative Jay Lathrop •• •• •• •• ••••••
Address/Phone/Email 1900 SW 44th Ave. •••••• • ••
Ocala,Fl.34474
• • •
(352)368-6922 Ext 291 • • • • ••••••
Jiathrop@cws.cc • • • • •
Category Windows a..*
:
Subcategory Casement
Compliance Method Evaluation Report from a Florida Registered Architect or a❑tensed
Florida Professional Engineer
0 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.Urich,PE
6Z Validation Checklist-Hardcopy Received
Certificate of Independence FL6890 R5 COI EVaIRep CWS-3 61r-(CA-8400 IMP) odf
Referenced Standard and Year(of Standard) MandAW Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-05 2005
PA/TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDqu4Bg7NfwG9n... 6/24/2015
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method i Option D
Date Submitted 04/20/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/23/2015
Date Approved 06/23/2015
Summary of Products
FL# Model,Number or Name DescriptJon
6890.1 8400 Vinyl Casement 8400 Vinyl FIg/Fin Casement.
Lim of use Installation Instructions
Approved for use In HVHZ:Yes FL6890 R5 I1 CWS-161C(CA-8400 IMP)Ddf
Approved for use outside HYNZ:Yes Verified By:Lues A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+67.5/-67.5 Evaluation Reports
Other:8400 Vinyl Casement,Large Missile,DP=+/-67.5 FL6890 RS AE DuPont PV6 NOA 13-0129 27.Ddf
psi,Max.size 37"x 72".Outer lite in I.G.to be fully FL6890 RS AE EvalReD CWS-161C(CA-8400.IMP),odf
tempered when used 30 ft.above grade In HVHZ.Glass FLAS90 JI_5 AE Ouanex(Mlkron)NOA 12-1017 02.Ddf
complies with ASTM E1300-04. Created by Independent Third Party;Yes
b••f••
Back Nett • • • ••••••
Qdli&k UB::1940 North Monroe SUSet.Tallahassee FL 37399 phone;850-497-1824 •
The State of Florida Is an AA/E ED employer.5.98.vdeht2007.2013 State of Florida.::Prhw-v Statement:t Acoaaalb 0.efuM StatanmM :0090:
T� • •
Under Florida law,emal addraasas aro public records.If you do rat want your small address rcleaW In response to 4t req'��0l,.Wn�t�l& 00000
elea'a+k mail to this eKlty.Irratead,contact the of oa by phone or by traditional=11.13 you have any Quastbrts,Dkslaem4B7 d.+Purswrd to • •
Section 455.275(1),Florida Statutes,Mecu"October 1,2012,Iloensees licensed under Chapter 4S5.F.S.neat provide ijy tHth an ad •••••
they beve one.The analis provided may be used for oflktal cammunkirtlon with the Ihzrmee.However anal addreasea are ppbllc 6"wrd.If ycy do npl w
supply a personal sddrere,plem provide the Deparhrred with an enroll address which can be made avalabia to the putik•T•delainim If you are@ j1�under ••••••
Chapter 455,F.S.,please dick hEL. •
Product Approval Accepts: s••f•• • •
®®®® • • • •
• • • • ••••••
shcvrit asss rums •• • • ••• • w
http:/fwww.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 6/24/2015
URNER1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING,INC. FBPE C.O.A.#29779
Evaluation Report 161C
April 18,2015
Product Description: Series 8400 PVC Casement Window,Large Missile lmpact,DP67.5,37"x 72"
unit size with HS laminated glass,or 37"x 63"unit size with annealed laminated glass
Manufacturer: Custom Window Systems,Inc. 1900 SW 44'b Ave,Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5'h
Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-161C,signed and sealed by Lucas A.Tumor,P.E.
3) Test Reports NCTL-210-3673-1,4A,-2,-2A,and NCTL-210-3674-1,-1A,-2,-2A,from
National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,r E
a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 10 1; .S'0A440-• sees**
2005,and ASTM E 1886/1996 2002/2005 666600 :•••:• ••
4) Supplemental Calculations to support CWS-161C,signed and sealed by Lucas 4.diner,P.1•. ....
6696. 6 6 •6096:
Installation: Units must be installed according to approval document CWS-161C. 0906"
9••' •••••• •
• 6666.
00.00• . .
Limitations of Use: This product: •••••• • • •'•••
6666 6666..
• May be used in X config. in unit sizes up to 36"x 72"with 1/8"(HS or Tempa ea#md,-air- .
1/8HS-090PVB-1/8HS laminated inboard glass,or in unit sizes up to 36"x 63"with#/8"(f4nn. •
or Temp.)outboard,-air- I/8Ann-090PVB-1/8Ann laminated inboard glass ; 6.6 ••• 6•••••
• Requires outer lite in I.G.to be fully tempered when used in HVHZ above 30$hof grade 6• :9:
•••;
• Requires max.glass daylight sizes as shown in CWS-161C ••
• Achieves design pressures of+/-67.5 psf
• Is large missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.271
• Requires Quancx(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5`h Ed.(2014)Florida Building Code for use in this
product
Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest
in any other entity involved in the testing or approval process of this product.
OREtV
Al
PpSTei,
IP
• �
,•`�` .'' No 58209 •1';�I1� 4/1812015
Lucas A. Turner,P.E.
: 't SSTaTE OF ,= FL PE#58201
•��+,;n '0 R 1 D •' .'' Lucas A.Tumer
�����SidN Apt �S►��, 2015-04-2011:59-04:00
ASEMENT - LARGE MISSILE IMPACT CaFNEgAI NOTcc;
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WMOOWT
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT IBM SW 44TH AVE.
38114' EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) O ALA.FLORIDA 34474
MAX OVERALL 391/4! AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.CWS-CC
FLANGE WIDTH MAX OVERALL FLANGE WIDTH DEFINED IN ASTM E 1686 PER THE FBC.
UNIT3WlDTii LBJfT WID7H Z GLAZING OPTIONS:(SEE SHEET 2) 8400PVC
MAX WIDTH 38'
—7 .
MAX SASH WUM 3.CONFIGURATIONS:ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT
MAX
IMPACT
—————————— A 4 DESIGN PRESSURES:
— -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-D4. is n
I I I -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER o
I I INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04. W LU
ALL I I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN < m
FLANGE
I � � 64114• � � I THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION W
MAXF N I I DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
0OVERALL B I B ANCHOR CALCULATIONS.GE
ie
i O
HEIGHT ( 6 PRODUQ SA"ROVED FOR IMPACT RESISTANCE.SHUTTERS ARE
MAXNOT REw
le IL
L- 1& ST I ' /� I GLASS I X t I 7.ALL FRAMES AND VENTS FULLY W ELDED. � c
MAW
HEIGHT I I DLO HEpHTI I DLO S.SERIESIMODEL DESIGNATION CA-6400. c
6_THE DESIGNATION X X OPERABLE SASH STANDS FOR THE FOLLOWING:
7a' I I C 6 I I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �44444pS40RE4V y��•i
MAX I I S
e HEIGHT LOCATION.
►NIHT I \ I I I : GP''V� 582SM01 s' "
Z
D I I �i Ne �
e,�a
I ——— ——— 2015-04-ig mer gOI STATE OF I
— 22:00-04:00 �,F4.cKill
»j O
A sijOMA44'!�r�•
A—— ——— 3D 1zr
A p4
e GLASS DLO30 mm�n�
GLASS DLO HINGED-SHOWN 41815
LEFT HINGED-SHOWN LEFT HINGED-OPPOSITE
RIGHT HMED-OPPOSITE LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE
•• ••• • • • NORTH PORT,FL 34289
• • • • • • •• PH.841-360-1574
•• •� • • ••• •• 8IEETD
TABLE OF CONTENTS
LOCATION MM. LINITSIZt---DE910-NPRtSSL)kE-f4ATR4G IMPACT RATING GENERAL
NOTES
AND
ELEVATIONS
GENERAL NOTES a ELEVATIONNS.___i NQhWHAR 37"X '" +I-S5-PSF
GLAZING DETAILS............__.._......_...2 • • 0-0.
6`n 4P4S'1= • • ADE 05 05/07
sEcnoN vlErovs....................._..._......3 LARGE MISSILE IMPACT r �.:
EXTRUSIONS&B.O.M...._.................-.4 NON'I"I,�I'Q • • CWS-161 G
ANCHOR SCHEDULE!i NOTES.-...-....5 37"x 72" •• -&W SF •
INSTALLATION DETAILS........-.......__..6 ••• • y67 •PS • •• SHEET
1:15 1OF6
ISM SW 44TH AVE,
OCALA.FLORIDA 34474
WWW.CWS.Cc
RINI Pvc
CASEMENT
IMPACT
co
719'OVERALL 7W OVERALL r S Iii
1/9'ANNEALED orTEMPERED 1AY HEAT STRENGTHENED m TEMPERED 1§0
5 0
7119'AIR SPACE 7/16'AIR SPACE w p
W V LAMNATED GUASS 9/16'LAMINATED CAAS$ I I Q Q m
119'ANNEALED
tj
1/B'HEAT STRENGTHENED Z
F
.6871 DDUPONT POMTERLAYER O
090 DUPONT PV, B INTERLAYER a T
It8'ANNEALED lAY HEAT STRENGTHENED ¢ ¢ 2
SKAFLEX 652 OR SfKAFLEX 552 OR 4g
PURFECTGLAZE'W PURFECTGLAZE W �u p
3 U
1/T GLASS BITE1/2°GLAD BITE
1 1 U m d Z
eo
WO
�a`�Gp'.��C E b gF'•.pyGi
6 a` J- r1. 5520+ s�`P9yx
9
BTATE OP
Rk
ED
EHB
411812015
LUCAS A.TURNER,P-E.
FL PE$88201
1239.IABARA AVE.
•• ••• • • • NORTH PORT,FL 34288
• • • • • • •• PH.941.380-1574
• : • ••. •
•• ••i • •. ••• i i •• GLAZING DETAILS
• ';• • ••• •.. MAX UNIT SIZE MAX POS.DP I GLASS E 05/05/07
•• •• 37'x Sr +67.5A CiN3181 c
..i i• • • • s• 37'x 72' +67.5 B SHEET
•.•
NN%
• 1:1 20F8
bElisWINK6
1900 SW 44TH AVE.
INTERIOR OCAtA,FLORIDA 34474
WWW.CWS.CC
1
CASEMENT
IMPACT
19
I i pWp W>>
8
SECTION VIEW 8 B O
S
� 9
� S2
INTERWR o m'Q 2
ODREW
attgttnrrrry�r�
Ne 58201
1 `� llj,'P S STAT F OF a�C
1 / �atyiFs��QRIa441r
' L 'ys/o>vAi6
4H8/2016
8 LUCAS A.TURNER,P.E.
FL PE#38201
2 - 1239 JABARA AVE.
•• ••• s • • • NORTH PORT,FL 34288
• i ••: :•• • • s•• PH.941 X80-1874
•• •• • • • i s•i • IOW:
SECTION VIEW A-A s• •"• ••i ••• 0 ••• SECTION VIEWS
ALTERNATE FIN FRAME
DM DATE;
�•• •i• ••f •`• ••• •t• ASE 05105/07
r.
ITEMS NOT SHOWN FOR CLARITY: s• • • s f • i CWS-181 C
14,16-17,19-20,25,27.3P-34,37-38,42,44-a,50 • •• • • •
••• • •f• �• �• �• SHEET
12
30F6
•
ARTS
ITEM PART# D CRIPTTON PT VENDOR MATERIAL { FRAME AND
CASE.,MAIN,HEAD MKRON I SASH CORNER
2 H ILL IKRPVC CONSTRUCTION VYINDOW SY817E18
3 FR., .,FUG PVC 2 199 SW 44TH AVE.
'BI�DB 'JB.,LE 3 7/3Y A 34474
St>QA 36-
6 SASH. 32~132 a 27!32'
C
7 ASH, V tne• sm PVC
Q&
9 H-80 A SZE-RAIL,IL,HiNueLOCK I PVC GLAZING BEAD PVC 00"R WELD CASEMEW
10 IL, E MA tALLSAIDES) IMPACT
11 IL KRYWAWPVC FLANGE FRAME
12 —GLASS E ETZ H4n
13 P .,1/B°X7/8-X-2—LG, FRANK LOWE RUBBER 2s
14 P-3029 -OUT SUMMIT z nraz "o
15 WR PVC TEAM PLASTM--PUS—BEIr 7/ts^
17 P.31 Y LE TE &M ;
18 WH a tne^ vte° u�
19 CRE 55 BLK R E z va s COIL,.082 X.656 COIL,.05 X.437
20 P 1 RASEAI D
3 1/18, P-4401 P-40M _
EA R SM3M SCHNEE SILICONE] L
22 23 --3—PE429 LAZE HBAC SIKAFLEX552 H L FAB lPµ�H
24 3/4•
EL,S �
P ,18 X16 FIB PHIFE 17J32 Ci
X 1'PH F FAS 17J32
161 CWS om ¢ O
28 BBS CS RT.LABEL
!I t
27
29 _*,
30 TEMPORA HOLE M LON vte vtti° t DREw�G��
31 -3W SNUBB SCREEN RAILSIDEIBTM �y7Gpg.��GBNS�:•• .
SCREEN RAIL A, N. ggyr0.1 �p4y
X003 TIE HDWE. f�Tp W1592 1-159333 P-4W4 3
34 U32 X t/ K MS,SS .LOCK) FASTE USe%WD
t :y9 LL STATE OF f+faiy�.�
35 LOCK T TO H SS stir 3J4^ •�i'�lr•il o R to.v���
38 07 ROTO. R LEFT? EME TO SS
37 P ISIStete° t Qy�� 0Mam ,+
P BRK7, ,LH.,RO SS a 3132' Z
39 1 IM,RO TO H m �
40 14 D , PER FIffE} SASH REINF. 4/18!2015
41 EFT OPE RU &1505
LUCAS A.TURNER P.E.
42 PPORT OPER, a vT FL PE 958201
43 4021 x H W/1/ 1/18^ 1239 JABARA AVE
44 P-4024 ET,R HDWE., • i • • •• i NORTH PORT,FL34213N
45 P•4040 .1-5 LOCKP H ,) • • • • t2°� PH.041-NO-1574
45 • •• • 7
47 E.M L 437}, • •• • �i -3• -t
48 4 x 4° L malw NY BOM AND EXTRUSIONS
49 P M.5052 ,HD (SION M PVC FIN FRAME SCREW SUPPORT
505 5H , 000
P-3113 5�50 44x 97 S • ADE OS
/05d07
•
MND • • ifC i • i i CWS181 G
••• • •• ••
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063•TB UNLESS OTHERWl9E NOTED. ••• • ••• • - SHEET
2:1 4 OF 8
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
12 1MAXW MAIL O.C.(TYP.)
9.MAX r".) ) BEE NOTE 2 a MAX ITYP•) SEE NOTE 2
,V MAX ITYP.) wmmwmnmm
r MAX(TYP.) 121P1 MAX O.C.(IYP.) 9-MAX O.C.(TYP.I 1900 SW 44TH AVE.
8-MAX YP•) - - 4-MAX(IYP.) SEE NOTE 2 OCALA FLORIDA W CWS.CC 34474
8'MAX(TYP.)
SEE NOTE 2 4-MAX(TW.)
I I I 1
I 8400 PVC
1Ir �O.C. + 7 . CA$EmENT
MAJCoc. / /' I MAX O.C. IMPACT
Mkx143fi � a
X R�""YP O.C. X
♦ {I{� Q LQ
I ♦ I i AN ALLAN ♦ r Q Q m
INSTA"TION rA
T7
rr
\ INSTALLATION ANCHOR(TYP.) ZO
ANCHOR 1 _ _
♦ \,i, l \ ♦ \ V o UJ
' ♦ I I ♦ Eci 3 F�rte„
HI THAU GESFRAMEANCHOR
N1NGE SIDE JAMB MP.) 6'THRU FRAME ANCHOR a
ANCHOR LAYOUT-fF1ANGE) By!-H9B1E�Y0L1T-LRANGEI HINGE WEJAMB(TYP.} > > LL o
FOR UNITS UP TO 3r x 72° FOR UNITS UP T 3r x 93" ANCHOR LAYOUT-tFIM ANt IC?R LAYaUT-(FIM o m< z
FOR lAND8 UP TO Sr x 72' FOR IA�OT�UP TO 3r x 93' ��Tttgxt,
GQ��*`p
J1v�CE0J F-.'�7c�n�.
No 58209 ;P
NOTES: pi
r91 STATE OR :I_
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ryi�lhs Z
tib R S C
2 SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX ALLOWABLE SHIM STACK TO BE 1/4 USE SHIMS WHERE SPACE GREATER THAN 1116'IS PRESENT. LOAD BEARING SHOWS SHALL BE ioi
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. y
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4118/21115
; �s
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER P.E.
BE PROTECTED TO PREVENT REACTION.
FL PE a 88201
5.INSTALLATION!ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INNi1iTU01$(MAAN2 ANC&lORS+WH4LL NgT•SE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE
SPECIFIED IN TABLE 1,SHEET S. • • • • • • • • • NORTH PORT,FL 34288
• • •• • • • • • PH.341-380-1374
6,ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CON I 9E BEYOND WOOD BUCKS IF USED,INTO SUBSTRATE.
INSTALLAT�NS TO SOLD CONCRETE OR GROJT FlU ED CMU MAY INCLULTE BUT DO NOT REQUIRE 1 X ��p�SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUM THE USE OF 1 X SUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE a
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3-FOR MASONRY,1-FOR WOOD AND METAL DRAWN�_
DATE-
IL WOOD OR MASONRY OPENINGS,BUCKS AND RUCK FASTENERS SHALL BE PROPERLY DESIGNED Egr IV A�11TECT QI��V094 OF �USTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE ADE 05/05/07
SUBSTRATES SHALL MEET THE MINIMUM STRd NGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET S.CON M!�T BU i�L''_�S_�MgLLY NOT BE CRACKED, r
9.SEALM AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BC�DONIDOW(OTH9)>S FOLLQV11N(3 THE�;t4mshvERS10N OF THE REFERENCE DOCUMENTS: GWS-181 C
FMA/AAMA 100(FIN WIN)OWS).FMA/AAMA 200(RAM WINDOWS), FMANVDMA 250(BOX WINDO",fi W DOOMS) • SHEET
1:20 SOF 6
• • • • • • • • • •
• •• •• • • • •• •e
••• • • • ••• • •
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE i SUBSTRATE
THERS
1/4•MAX SHIM SEE T 1 VW
INTERIdR MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE.
NSEE OTE TEDGE DET. SEE TAME i BYOTNERS
t/4'MAX✓3fIAA SEE TABLE 1 FLORIDAOCALAwWW. D34474
SUBSTRATE 8Y OTHERS MR EDGE DOST.
rl
SEE TABLE 1 SEE TABLE 1
PERIMETER SEALANT MIN.EMBEDMENT
BY (METE S SEE TABLE 1 NS��N ANCHOR p8mpvC
INSIDE AND OUT MOIL EMBEDMENT CASEMENT
SEALANT BEHIND
' SEE TABLE 1 IMPACT
FLANGE BY MTALL04 114`MAX"
PERIMETER SEALANTPER
NSTALLER
BY DIALLER IR SEALANT NSIDDEDAN OUT a o
INSIDE AND OUT INSTALLATION ANCHOR LL LUUJQ Q �
F-
SEALANT BEHIND SEE TABLE 1 6< m
FLANGE BY INSTALLER SEALANT BEI6Np
INTTcRIOR
INSTALLATION ANCHOR B HORIZONTAL SECTION �� HORIZONTAL SECTK�I FIN BY INSTALLERZ
SEE TABLE 1 8 TYPK:AL JAMB ANCHORAGE 6 TYPIC/{L FBJ ANCHORAGE ° R
HEAD AND BBI SIMILAR FOR FIN INSTALLATION Nm It
NOTE:ADDITIONAL THRU-FRAME ANCHORS
(AS MOWNCYD AT THE
SIDE JAMS,SEE SHEEN DEr.INT 5 ANCCHOR LAYOUT.HINGE
SEALANT BEHIND 1/4•MAX SHAT
FLANGE BY NSTALLER Uma Z
•aNtim�pi4y
PERIMETER
INSTALLER SEALANT MIN.EMBEDMENT ►��aa���+ ' rG►►6
INSIDE AND OUT SEE TAME 1 ,��.��GF AIffiN"V�I.
�.• Ne 38201ol
,A4i
SUBSTRATE BY OTHERS '*O, 'k
SEE TABLE 1 IWN.EDGE DIST.SEALANT UNDER '31}t STATE OF
HEAD BY INISTALLERR A VERTICAL SECTIONEW 'TABLE 1 +<Q�,•�i
6 TYPICAL BILLANCHOAAGE ►fit@ `••�
M m$ map
0;7-
TABLE 1:APPROVED INSTALLATION FASTENERS � 4HSJ2015S
FRAME TYPE LUCAS A.TURNER,P.E.
CONCRETE(20 KSI MOA.) 3/1or IRW TAPCON 1-1/2° 1-1/S' FL PE#6=1
w6i1238 JABARA AVE.
• lRE�ALPJ;tT NORTH PORT.FL 342%
FLAN4E CONCRETE(2 B3 KSI MIN.j 311[3'ELCO ULTRACON w • A'• • • PH.041 1-1574
FLANGE GROUT FILLED CMU(ASTM GED) 3116•ELCO ULTRACON 1-1/4 • • 1 J� HORIZONTAL SECTION
• i•i •• \J IDX FRAME INSTALLATION
FLANGE ?XMW SOUTFERN PWE(G=O.SS� 3/1�=TW T 1-w • 7!!� • • • s• HEAD AND BILL SIMILAR FOR BOX MTALLA7ION INSTALLATION DETAILS
OR EI,Cp ULTAACON
FLANGE 2X MR SOURiERN PD&(G4.55) 510 WOAD SCREW 1-318' 716• FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DpA WTE:
FLANGE 16 GAUGE PAW)MIN.STEEL STUD 510-16 Hui KWIK-FLEXOR RW FULI*M4t-"• •• U%TQ ANBD INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05J05/07
(33 KSI YIELD M0� TEKS SELF 3VAM SCREW TNRU49.O80v •m • • '•••
FLANGE tAr ALUM.(8063-75 MR)OR 510 GRADE 5 SELF-TAPP ! • -AZN.1/40FILLET OF CONSTRUCTm anADE ADHESIVE CAULK IS APPLIED a-
7118° • •THRU�0
SCREW INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-161 C
/8'STEEL(33 KSI MIN) DRBSCREW125*• • • PCU M%NCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FM 2XMK SPRUCE-PINE-FOR(G.O. ift WOOD SCREW SHOWNIFCR FLANGE WINDOWS. SHEET
12 SOF6
••• • • • • ••• • •
• •• ••
0.0
i • •• ••
••• • • • ••• • •
Florida Building Code Online Pagel of 2
I ".iuw I4 fi �l � -flolit;I
ODewmcf
=S Ha— I Lop In i User Rgratratbn Hot ToplcS SUbMt Sutharge SU&&Facto roblic.-t-r=
Sus fle5 d
,�,ProduApproval
Pro#essi nal UIM:PubllcUser
Regulation
Product Approval Manu>Product or Aonflpq_nn Sem>Apdkifflan[fit>Appllcaden Detan
FL# FL16736-R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss0cws.ac
Authorized Signature Koss Erin
ekoss®cws.ec
Technical Representative Erin Koss • •
•
AddreAddress/Phone/Email0000•1900 SW 44th Ave, • • • 0000
•••••
Ocala,FL 34474 • • • •
(352)368-6922 Ext 291 •• • i•••i•
•
ekoss@cws.cc 0••:•• • 000000
000000 • • •
Quality Assurance Representative Jay Lathrop 000000 • • :••••:
Address/Phone/Email 1900 SW 44th Ave. 0000 0 • 00000
Ocala,FL 34474 000000 • • 00•000
(352)368-6922 Ext 291 • • • • •
alathrop@cws.cc •• •• •• •• •••••••
•••••• • •
Category i•••i
Subcategory •w • • ••••••
• •
0000••
so 0 0 000
Compliance Method Evaluation Report from a Florida Registered Architect or a 8&nseE
Florida Professional Engineer
10 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.Urlch,PE
66 Validation Checklist-Hardcopy Received
Certificate of Independence FL16736 R1 COI EvalReo CWS-8718411S-13200. 74x63 IMM.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA(WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E3886-05 2005
ASTM E1996-09 2009
PA/TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtl)qu8oblD/o2f Zm6... 6/24/2015
Florida.Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/15/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
PLS Model,Number or Name Description
1673b.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or
OX.
Limits of Use Installation Instructions
Approved for use In HVHZ.,Yes FL16736 113 II CWS 8718(HS-8200,74x63,IMP)odf
Approved for use outside HVHZ.-Yes Verified By:Lucas A.Turner 58201
Impact Resistants Yes Created by Independent Thins Party:Yes
Design Pressures+601-60 Evaluation Reports
Other:Large Missile,74"x 63",DP+/-60 psf.Outer Iite in FL15736 Ri AE DuPont PVB NOA 13-0129 23.odf
I.G.must be safety glazed when used above 30 ft.in HVHZ. FL16736 R3 AE EvalReD CWS-8718(HS-8200.74x63,
Glass complies to ASTM E1300-04. IMP).odf
FL16736 R1 AF O ran x(Mlkron)_NOA 12-1Q17 02-nd[
Created by Independent Third Party:Yes
16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"x 63",XOX.
Limits of Use Installation Imstrucdons
Approved for use In HVHZs Yes FLS - 2 0 1 •
Approved for use outside HVHZa Yes Verified By:Lucas A.Turner 20L �
• 0000••
Impact Resistant:Yes Created by Independent Third Party:Yes • • 0 0
Design Pressures+60/-60 Evaluation Reports ••••••
Other.Large Missile,111"X 63",DP+/-60 0• •�- 410410:41
/ psf.Outer lite FL16736 R1 AE DuPont PVB NO/L,13-0129 20/.odf
In I.G.must be safety glazed when used above 30 ft.in FL16736 RS AE DuPontS,await MIL062d 02.ndlb • •
HVHZ.Glass complies to ASTM E1300-04. FL16736 Ri AE EvalReo CWS.860B{HS-820D 111 0 0 0 0
IMP).odf • • 000000
EI16736 R1 AE Ouanex fMlAMA 12-10*17 02.Ddf 0 0.0•
Created by Independent Third ftarWo ices • • 00000
�
•
• • • • •0.00•
•000••
• • 0 • •
Canted Lb::194D porch I�mnw 9rwr,Taliehom�e FL��+vo gone:850-487-1824••• • • :0:••
The State of Florida Is an An/aEd employer, ;:B21M Stabem ::Accesaftifty Statement::g
Under 14orlda row,email addresses are public records.If you do riot Nerd your a-mell 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 hove any questions,please enntect 830A57.1395.-Pursuant to
Section 455.275(1),Florida Statutes,eRective October 1,3014 licensees licensed under Chapter 455,F.S.must pmvMe the Department with an emae address ff
they have one The mulls provided may be used for ofMcIW cornndadation with the Oderwea.Hawevw mull adder ars public record.If you do not wish to
supply a pmeonal address,please provide the Department with an email adder which can be made available to the public.To detern*w U you are a licensee under
Chapter 455,F.S.,pleme click hmL[
Product Approval Accepts:
NE®RR®
Xmi riltml t urns
OEM
http://www.floridabuilding.ori /pr/pr app dtl.aspx?param=wGEVXQwtDqu8obl%2fIZm6... 6/24/2015
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A.#29779
Evaluation Report 871B
April 18,2015
Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO
or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window)
Manufacturer: Custom Window Systems,Inc. 1900 SW 44 b Ave,Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5s'
Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A.Tumor,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-871B,signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3887-1,-IA,-2,and-2A,by National Certified Testing Laboratories,
Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203
`94,ASTM E 1886`02/04/05,ASTM E 1996'04/06/09,and AAMA/QVDMAICSA
101/I.S.2/A440 `08
4) Supplemental Calculations to support CWS-871 B,signed and sealed by Luc&A.Tpmer,P.E. • ••••••
0000..
Installation: Units must be installed according to approval document CWS-871B. "':" ••••••
.....e 0 . • •
0000.•
Limitations of Use: This product: ."". :...:. '
0000 . 96.00
• May be used up to the sizes and daylight openings indicated in CWS-871B
0000•. •
• Achieves design pressures of+/-60 psf •
.. .. .. .. 0000..
• Is Large Missile impact resistant and does not require the use of shutters 0...0•
.
• May be used in the High Velocity Hurricane Zone • 0 0.0 0.
0.000.
• Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.27t . 0
•
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.124017.02t' '
*. 0
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5`s Ed.(2014)Florida Building Code for use in this
product.
Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest
in any other entity involved in the testing or approval process of this product.
61
00
v: Ala 58201
• 6
■ Q
: STATE OF ;star+
0 4/18i20I5
• •qtr:
P'4��'++y$ Lucas A. Turner,P.E.
FL PE#58201
r+rrl n�l lH
Lucas A. Tumer
2015-0418 22:21-04:00
SIENERAL NOTES:
ORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THEPRODUCTSFiOWNHEREINISDESIGNED AND MANUFACTUFI£D YY1N(p�ySVBTH�L4
TO COMPLY WITH THE FLORIDA BUOYING CODE(FSC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVKP AND 1800 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1988 PER THE FSC. WWW.CWS.CC
75 1/4•MAX OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2)
3.CONFIGURATIONS:'OX',°XO'. Im PVC'
74'MAX UNIT WIDTH HORZ SLIDER
33'GLA99 DLO 4.DESIGN PRESSURE RATING: IMPACT
A -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E4300-04.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER n
INFILTRATION TEST PRESSURE AND GLASS TABLES a��
ASTM E-1300-04. 4
1 o O
1 5.ANCHORAGE:THE 33 1!3°X,8TRE8B INCREASE HAS NOT BEEN USED
� 1 I
84 X 1 IN THE DESIGN OF THIS PRODUCT.SIS=SHEET 5 FOR ANCHOR �+
DETAILS.WINDLOAD DURATION FACTOR Ccf=1.6 WAS USED FOR WOOD
FLANGE B 1 B ANCHOR CALCULATIONS.
HEIGHT
1 U
8.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT rL
1 I I REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT e N
1 I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT w Z
MUST BE ENGAGED PRIOR TO EOSURE TO HURRICANE WINDS AND w O
HEIO I I FLYING DEBRIS.
XPo
HEIGHT
HT I
MAX!r 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT
BASS{ USED AT FD®MEETING RAIL AND HEADISILLLU
nd
i I 1 HEIGHT V p
1 t 1 &SERIES 1 MODEL DESIGNATION HS-WW. 6 Z
88 13 it 1 9_THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
DLO LASS 1 6 X=OPERABLE SASH,O®FDD SASH ``�� � +rr,�•*,
10.SECTION CALLOUS APPLY TO ALL ELEVATIONS INASIMILAR J�,p�.r�GEH�q''�.G,,ppr""Oi
1 I I o LOCATION. G r
1 51x v: Ne 58201 t �
I 11.EXTERNAL WEEP SLOT a 1/4"x "LOCATED 4'FROM BOTH ENDS. ✓:
C I EX .
-' y�aq STATE OR 14
C�� 5 A -- Lucas A. g.Fs ti4°.R.�.°-C�'a=r
x3'GLASS DLo Tumer a NA1- d
I-
ry+h�a�n��
38 5118'MAX SASH WIDTH 2015-04-11
15:18-04:00
4/11/2015
LUCAS A.TURNER,P.E
FL PE#58201
•• ••• • • • • • •• 1239 JABARA AVE
• • • • • • . • • NORTH PORT,FL 34288
• • •• • s • • • PH.941-38D-1574
• •• • • • • ••• •
•• • • •• • s • •• GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
DRAWN BV:
GENERAL NOTES&ELEVATIONS...........1 ADE 10/10/13
SECTION VIEWS&GLAZING DETAILS._* :MA)@LUNg1TS1ZE �SSI(3N PRMSSUM RATIIG IMPACT RATING o:. .,
EXI"RUSANtiORI SCHEDULE&NOTES.........._4 . .. +/-6 PS • .• ILARGE MISSILE IMPACT CWS-871 e
INSTALLATION DETAILS..........................5 SHEET
1:15 1 OF 5
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
INTERIOR 7 2 VWQ NDQW MTEM
I NO SW 44TH AVE.
OCALA t 9 1 8cws=FLORIDA 34474
WWW.a0 PVC
HOFM SODER
IMPACT
u) a
d
9
SECTION B-8
tt a1
s NOTE FIXED LITE AT HEAD
AND SILL IS SIMILAR. a
tto
>aWz�
1 1
O
1 t m d Z
4
HEAD
8HOOK tTYP.y
kIDSPAN OF 9AH
35a 8 '•
7!°OVERALL �r •� vV .
N• SB201 •;FS
VB•ANNEALEDnr TEMPERED =*S
INTERKR 7118'AIRSPACE
I 6/1(rLAMI 79L STATE OF
•ate
V8'ANNEALED & it••I'+NJw��fl7r�N C3���,
ONLY PE�At3ED�iOR JM DUPONT PNB INTERLAYER ,••' i'L n `�`•
TO HURRICANE FORE WINDS.
1 4 v I LOCATED AT IWID PONM 1AB'ANNEALED
t l� I {I7 E6127) PLRFECT GLAZE W 4M 112016
SIKAFLEK552 LUCAS A.TURNER,P.E.
1 FL PE 8 59201
•• ••• • • • • •• 4 1239 JABARA AVE,
9 S • • • • • • • NORTH POAT,F134288
• • •• • • • PH.941-380-1574
• • • r
•• ••• i ••• 1/2 GLASS BITE
SECTION VIEWS AND
-e n GLAZING DETAIL
I,lu�!
SECTION A-A a YEADr514ACT HOOK AFD•• ••• •••
J^VMWEEP LOCKO OOATIONS • • ADE 10/10/13
SECTION CC ••• i 1 •• i • i i 3
ALTERNATE FIN FRAME ••i • •• i• • :• dLASS TYPE A CWS-871 B
1:1
SHEET
2dF5
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
PARTS LIST 31/6' CORNERCOWSiRUCT10N
IT@A PARTS DESCFBPTION VENDOR MATERIAL 3118'
1 K1497 WSW.Sash Matt.Rail Keymtrek Alum 1 IPP �
2 K1699 RSbd.S.B.RJS.S.R Keynark Alum 8
3 H-1836 Meet.RWI,Fxd Kaymark Alum S 3 1900 SW 44TH AVE.
OCALA,RDMDA34474
4 H-SM Sash TopJBCt.Rail IM
Mkmn PVC 211n8" Ins' 3 18' t/te' 2LLi
1119'11 W4YW'CWS CC
5 H-8048 Main Fr.,SH,%W Fin.,PVC MNW PVC 4
8 H-80S0 Sash MOM.Ran,PVC MR= PVCL CORNER WELD
7 H-6051 Sash Side Reil,PVC Mikron PVC {. 1� (ALLISME`S7 S�PVC
FIXED RAIL-1835 HORZ SLIDER
8 H-8049 Mau Fr.,SN,adFig.,PVC MAtren PVC PVC FRAME FLANGE-8048 I�pA�
9 P-3= IN
Screen Pull Tab Summit PVC FRAME P8Ca8
10 P-3033 ISCrean Sprhtg,SS Eppley 1
23118' I"�'"8�78" en8' m v
11 P-3113 Screw Support,PVC T�tr PIS I Rubber 7 a
12 P-3218 SCreem Franre AOrrretal RCI1FCrm 6 4
13 P•3228 Screen Spitrle,.tai Dia.BOt. Dopa i jj
S/8' 1 67S t g/g e
15118'
14 Pd754 Senun Frame Comer Key Allmetal Nylon 1n8' 1n8' 1118' 1118' FrAWMEETMO RAIL }
15 P-9342 Scam Sear.SM-55M Schnee Silicone SCREWED TOGETHER WITH m
16 P-3352 Ism.Rik..85 Our.,1/8'x 5W x 2'Lg. Frankl-mva RL6bEr PVC BASH MTC.RAIL-M PVC SASH SIDE RAIL-8051 PVC SASH TOP/BTM RAIL4052 PVC FDtED RAIL COVER-8083 CLITER8 AW N
17 P-3429 JWM,0.270 x.167 back FinSeal,Gn Utratab a
18 P-3534 #8 x 3/4'Spare 7EK 2 c Faetetul Steel
o�- 341" �' 0/J W
19 P-4730 x 1/2'Tares PH TEK 27Jr1C Fastertal steel 0 3178' 2 a Q
20 --3752 Cep Phlg,1/2'Hole MSM Nylon 11. 1ne' ISL 1n8' 0 o
or O Wac
21 P-5250 Spring LOdt,Impact,PVC hAetlOCk SASH MTG.RAIL-1497 SASH REINF.-1998
22 P4779 Roller,Tamtem M&M Nylon L. g- I t 5118•
23 P-Ml #S x 1114 Ph FH TEK,WN. Fasterml Steal �4, 7/18° 1 v0/• to ¢ z
24 P-4M Keeper,impact,PVC Interlock NYS 7 1nE ��_ `�4'aq�REts
25 P�4478 Weep Cost w/Flap MSM A7`1«...,, T yi
28 P-4638 1#8 x 21/2 Ph TFuss SMS AJ®r Steel PLAN VIEW-1998 HEAD IMPACT HOOK-its � 1/t6' 1lta '�dG@�.`�6EAtS�G��6
27 P-49511 Rotary Lock Sulihmm Zlc SILMS.R.-1499 ROLLER TRACK-1776v
28 P-4952Kcapar,R"Look Suliplan Ona ane° 31* t
r No 58209 tS
29 P-40M WNW.,0.420 x.167 back FlnSeaI, Ultrafeb C 114• 718' �O
30 P4633 Barrel Fastener Fastetlal Sttel 41 I + I ., d.L'4�TATE OF t-��►�
31 S-1498 Reinf.S.B.amt Head &8°t� 7{� L uTT�—L� p`1) �4�1r�e 0 R l�.a���r�
Keymatk Ahun I IILL�ell� �"
32 S-1498 Ralnt S.B.R/B.S.R Keymmk Alum yid NA4 `'
34 5.1778 Radler Track Keymadt Alum tn6' PVC CN AZEBFAD-8084 GLAZE�D-1112 � also Sh
35 S•1999 IROM Hock.Head,hnpact Keymatk Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 yyyam""
36 8-21100 iPaW Catoh,Head,impact Keymam Akan t2' /e.{ ate• t 5116^ 411112015
37 S-6085 JAMIUft NNM PVC xWIT �® LUCAS A.TURNER,P.E.
8 13 SCD.Adapt.,w/Nab.PVC Mikron PVC LI' 31 Ur t� ice• 1ne' 12F P.IA#5 AVE
39 S-W14 Stam.Adapt.,PVC Mllwrr PVC T •• • 1 • • •• PVC SCREEN CATCH-8013 PVC I WTHJFT-8005
SCRSVPSUppCFIT 39113• • • • • • • NORTH PORT,FL 34288
40 S-8063 Fbud Rall Caw M6uon pVC • • •• • • • • • PH.041-W0-1574
41 S-MOlaz • •• • • • • ••• • y
�9 B✓ad MStrCn PVC • • • • • • • • • 5118' t 1✓� I DESORPTION:
42 GLASS SEE SHEET2 CARDINAL GLASS •• *00 •• • • • ••
43 1PU11110d Ghtze'W,SlkWFl 552 Henkel!Ska SMccne tae° BOM AND EXTRUSIONS
PVC SCREEN SUPPORT-8014
• • • • • . . . offiWiv—
ADE 10/10113
so Uw9v_•
LINE ITEMS NOT USED: • •• • •• •• •• CWS-871 B
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T8 UNLESS OTHERNR1,1; �D. ••• • • •
SCAIM12 SHEET
30F5
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Cwt
12 1f2"MAX O.C.(TYP.)
vwNwwamm
V MAX 3°ow.) 1900 SW 44TH AVE.
') BEE NOTE 2 4°MAX(TVP,) 9"MAIC O.C.CYPJ OCALA,FLORIDA 34474
6-MAX(IYP,) (�3°(TYP.) 4L MAX MR) MENOTE 2 WWW.CWS.DC
INSTALLATION 7 8m PVC
ANCHOR
jr
�I I ) m� ' INSTALLATION HORZ.SLIDER
I
' AVCHOR(TYP.)
MAX.O.C. IMPACT
17"
Ifl P.)
MAXL.
O.C. h d'
mP) O X I t O X I pp }o
d m
t'A
Z
t � I
t Zcr
W
-- -- _= a
ANCHOALAYOUT-lFLaNGm ANCHOR LAYOUT- c
mdlz7
�ptattrn
v 1 Ne 58201 S'77
0'.
NOTES, 9?� STATH OF j meq=
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION,BILL ANCHOR SPACING SAME AS HEAD. yy y .tip R I
2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS_ MAX ALLOWABLE SHIM STACK TO BE 1/4°. USE SHIMS WHERE SPACE GREATER THAN 1MB•IS PRESENT. LOAD BEARING SHIMS SHALL BE ,,, mR►„iM�t�,`
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. X
3 ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEETS. 4111 015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST (UCAS A TURNER.P.E.
BE PROTECTED TO PREVENT REACTION. Fl PE#RNER
•• ••• • • • • • •• 1239 JABARA AVE
5.INSTALLATION ABLE 1,S SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATt;JI•Y WTRUC:OM6 N SHAIL NOT BE U�IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET$, PH 941-360-1574
OR
MENT TO SUBSTRATE SHALL BE
S.INSTALLATIONSTOTO SOLID CONCRETE OR GROUTS ILLED MU DRQ IND STUCCO.NT REWIRE 1X WOOD� UCCKKS BEETTW'EfENNTHE"pRboswh BEYOND WOOD
D BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3°F(p MAOgW,1°FOO W0p*NID MEj/6 000 + Te
8 WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNEDBY THElJiCHffECi OR ENGINEER OF��� • ADE 10/10/13
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLET,SHEBIf1L CONCREWE!AND MASONRY YUBSVIAATTESMAYAY NOT BE CRACKED.TRANSFER WIND LOADS TO THE STRUCTURE s _
• •• • •• •• •• CINS4171 g
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHAt BE DCAYE BY 01;ft FOS-OWING TIME CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FWAAMA 100(FIN WINDOWS).FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 25MX WINDOWS),FMAIAAMAANDMA 300(DCTERIOR DOORS) 1:20 SHEET
40F5
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TYPICAL HEAD ANCHORAGE MEM EMBEDMENT _�jj)
SFS TABLE 1 SUBSTRATE �119L�-\/�///("���p'/�(/��,J��j/,'QI
BY OTHERS
MIN.EDGE DIST, 1/4'MAX SHIM SEE TABLE 1 MIN.EDGE DST. SYSTAu
SEE TABLE 1 SEE TABLE t g�Y O g 1800 SW 44TH AVE
SUBSTRATE BY OTHERS I/a. %b�BA CWLE OCAU.FLORIDA 34474
SEE TABLE i FEE
W W W.OWS.CO
MPL EMBEDMENT MN.EDGE DIST.
PERRUETER SEALANT SEE TABLE 1 SEE TABLE 1
INSIDE0ANDOOUT INSTALLATION ANCHOR �PVC
SEE TABLE I HOFI.SLIDER
SEALANT BEHIND MIN.EMBEDMENT
FLANGE BY INSTALLER Ira•MAX 5>OMe TABLE 1 IMPACT
v1 a
PERIMETER SEALANT
By BY WALLER� ALLER
i
DEANDOUT INSIDE AND OLIT To
INSTALLATIOOINSTALLATION ANCHOR SEALANTBEHIND TARE I ANCROR �QWSEE TABLE t FLAIdpE BY LN$TALLER LANT B6RIND
FIN BY INSTALLER
e0rj
B HTJrV�d� l QRAGE 8 HORIZONTAL SECTION
SECTI
U L
TYPICAL FN ANCHORAGE 0)
HEAD AND SILL SIMILAR FOR FIN INSTALLATIONIx
m z W
4x
11C MAX SHIM
SEALANT BEHIND G
FLANGE BY WALLER
PERIMETER SEALANT m < Z
BY INSTALLER MN.EMBEDMENT
INSIDE AND OUT SEE TABLE 1 �ynlnu/�I
SUBSTRATE By OTHERS •��CEIYg� �QyP�
SEE TABLE 1 JIM, Ns 58'01
SEE TABLEEDGE I�T.
•:
A VERTICALSILLANcH �q�S 8TATE OFno
�$
8 TYPICALSILLANCHOR .�
YON
TABLE 1:APPROVED INSTALLATION FASTENERS 411112015
FRAME R TYPE —TV// LUCAS A.TURNER.P.E.
OONCIaETE(20 KSI MIN) FOR
RW TAPCON 1-112' 1.118' FL PE P 56201
=Ml mn I Fn • • 2i I R�IAINT 1239 JABARA AVE
FLANGE CONCRETE(285 KSI MIN.) ELCO ULTRACOJ Hp • •I• • • E AND OLlT NORTH PORT,FL 34286
[D1 HORIZONTAL SECTION PH.941-38D-1574
FLANGE GROUT-FILLED CMU(ASTM G8D) ELCO ULTRACON 1-1/d°• • •2-W• 6 BOX FRAMEFLANGE 2X MIN.SOUTHERN PNE".65 TAPCON 1_� 718' • • •• HEAD ANDSILL SIMILAR FOR BOX INSTALLATIONLCO U TRACON INSTALLATION DETAILS
FLANGE 2X MR SOUTHERN PRE fG=O.GS) 010 WOOD SCREW 1-W 718• FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE
FLANGE 1S GAUGE(0.080-)MLN.STEEL STUD 010-18 HILTI KWTK-FLEXOR ITN RxbTHFW" •• UP•WVXI-UDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DEWN—or
sffE—
(33 KSI YIELD MM TEKS SELF-DROLNG SCREW IRFRftABIP •i/w • • • ADE 10/10/13
FLANGE
1/8'ALUM.063-76 MIN.)OA S10 GRACE 6 SELF TAPPWG/ Oftj-1 • -AN.1/4:FUET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED 13,1;
Y977-
118"STEEL(33 KSI MIN.) DRILLING SCREW 12V s • • E OUT,FULL PERIMETER,BY INSTALLER.
DU ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-871 B
FN 2X MN.SOUTHERN PRE(G-x.66) —,WWOOD—SCREW 1-1/2 1/2' HOWN FOR FLANGE WINDOWS. SHEAT
12 SOF5
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Florida Building Code Online Pagel of 2
FlOrMa DepWMntd BaS Mora f tog M ' User Regratradoe Hot tufts Submit S,vcharge stets a rads
Busines (0 ProduetApPreval
Professional usE0.PaWkuser
Regulation
NAMM Product Aoomyel Menu>PmduQ or rml rtron cwa h>,g ,n List>Application D&UW
FL# 520-
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archlved
Product Manufacturer Custom Window Systems Inc.
AddreWPhone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss®cws.cc
Authorized Signature Koss Erin
ekoss@cws.a
Technical Representative Erin Koss �' • • ••••
Address/Phone/Emall 1900 SW 44th Ave. " • • • •
Ocala,FL 34474 •00.00 :00.00 •
(352)368-6922 Ext 291 • ••••••
••000• •
ekoss@cws.tx ••0 0••
0000 • • • •
• • 0000••
0000 • •000•
Quality Assurance Representative ]ay Lathrop 0••... . 0 0
AddresWPhone/Emall 1900 SW 44th Ave. 0 • •• ••
Ocala,FL 34474 •• •• •• •• 0000••
(352)368-6922 Ext 291 • 0 •
pathrop0cws.cc • • • •
0000••
0000••
• 0
Category indoors ���••� •• ••• �•••••
Subcategory Mullions •
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
FZ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/10/2016
Validated By Steven M.Urlch,PE
F6 Validation Checklist-Hardcopy Received
Certificate of Independence FL9520 R5 COI FvalRea CWS-836A(3 in Mull.IMP).odf
Referenced Standard and Year(of Standard) Standard rear
AAMA 450-06 2006
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equlvalence of Product Standards
Certified By
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?pamm=wGEVXQwtDgvIHvmuJRWcZ... 6/25/2015
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/28/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/06/2015
Date Approved 06/23/2015
Sumillinery of Products
PL# Model,Number or Name Description
9520.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange
applications.(IMPACT)
Limits of Use Installation Instructions
Approved for two In HVHZ:Yes FL9520 R5 II CWS-836A l3 in Mull.IMP).Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other=Large Missile Impact;See Installation Instructions FL9520 R5 AE EvalRep CWS-836A(3 In Mull.IMP).odf
and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes
Conditions of Use.
9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange
applications.(IMPACT)
Limits of Use Installation Instructions • •
0000••
Approved for use In HVHZI Yes FL9520 R5 II CWS-837A(4 1R Mull-4Mek,pd( • ••••••
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 51 • • ••
Impact Resistant:Yes Created by Independent Third Pa :Yes 0-•••;•
Design Pressure:N/A Evaluation Reports 414041414141 • ••••:•
Other:Large Missile Impact;See Installation Instructions FL9520 R5 AE EvalReDCWS P2Z&A.10 Mull.IMP).df •
and Evaluation Report for complete list of umltatlons and Created by Independent Third Party Yes 000000
Conditions of Use. •••• • • • •
• • •••
•• 0000•
9520.3 5 1/2"Alum.Tube Mullion 5 1/2"Alum.Tube Mullion,HoolosaatelaNVertic al,gin& • •
• 0000•
Flange applications.(IMPACT) • • • • •
0000••
Limits of Use Installation Instructions 000009 • •
Approved for use In HVHZ:Yes FL9520 R5 II CWS-B38A d5.8 in MuII•IMP).odf ••
Approved for use outside HVHZ:Yes Verified By: Lucas A Tumer 59201 • • • 4`49404141411
Impact Resistant:Yes Created by Independent Third.Party:•Yes ;•••••
Design Pressures N/A Evaluation Reports • • i••••;
Other:Large Missile Impact;See Installation Instructions FL9520 R5 AE EvalRep CWSAIA(;-5 in MuIjAM@)•1llif • •
and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes •• •
Conditions of Use.
99 Next
Qauk=::1940 North dronr"e Street.Tallahassee FL 32399 phone:850-487-1824
The State of FWW Is an ANEEO employer.Coovriaht 2007-2013 State of Florida.::Privacy S?atemant::
Under Florida law,small adder are public records.If you do not want yours-mall address remised In response to a public-mrords request,do not send
elecdonk mall to this entity.Instead,aootect the ante by phone or by traditional mail.It you have any questions,planes mMact 850.487.1395.-Pursuant to
Sadbn 435.275(1),Florida Statdt®,effective Odabar 1,2012,licensees 0oensed under Chapter455,F.S.mixt provide the Departmant with an emat address if
they have one.The emacs provided maybe used for ofiGai communication wbh the licensee.Nowevar errors addresses are pubs¢record.If you do Trot wish to
supply a personal address,please provide the Department with an emall address which can be made available to the public To doWnrihre it you are a licensee under
Chapter 45S,F.S.,pleM calk h&[L.
Product Approval Aooeptsr
W]® kp
http://www.floridabuilding.org/pr/pr._app_Atl.aspx'9 param—wGEVXQwtDqvlHvmuJRWcZ... 6/25/2015
IJRNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING& Ph. 941-380-1574
TCONSULTING,INC. FBPE C.O.A. #29779
Evaluation Report 836A
April 27,2015
Product Description: PVC 3"Mullion H-1758
Manufacturer: Custom Window Systems,Inc. 1900 SW 44s'Ave,Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements
of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the
requirements of the 5a'Edition(2014)Florida Building Code including the High Velocity
Hurricane Zone. The product testing standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-836A,signed and sealed by Lucas A. Turner,P.E.
3) Test Reports NCTL-210-3833-1,-lA,-2, -2A,-3, and-3A,from National Certified
Testing Laboratories, Orlando,FL signed and sealed by Gerard J.Ferrara, P.E.
a. Testing Performed: TAS 201/202/203-94,ASTM E 1886-02/04/05,.ASTM;E• •• ••• •
1996-04/06/09,and AAMA 450-06 `
4) Supplemental Calcs.to support CWS-836A,signed and sealed by LucaA.T-urner;PY." ....:.
..fees f s
Installation: Units must be installed according to approval document GWS-836A'f •
.... . .....
. .
Limitations of Use: This product: •
• May be used up to the sizes and design pressures as shown in CWS-836*yutng clips as f'
f
shown in CWS-836A :09060 f.....
• Is Large Missile Impact Resistant and does not require the use of shuttrs • ....
'f f •
.. . ... . .
• May be used in the High Velocity Hurricane Zone •. • • '
ff f
• May only be used with Custom Window System,Inc.windows,please see separate
individual window unit approvals for applicable design pressures and for more details.
The lower of the individual window design pressures and the mullion design pressures
shall apply to the entire assembly.
• Requires 6063-T6 aluminum mullion and clip extrusions.
Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a
financial interest in Custom Window Systems or in any company manufacturing or distributing
products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I
acquire,a financial interest in any other entity involved in the testing or approval process of this
product.
Alo 582i]1 fi e:
4/27/2015
t Lucas A. Turner,P.E.
STATE OF
"wyflq;• ,� .`�'�+�•" FL PE#58201
Lucas A.Tumer
2015-04-27 21:00-04:00
GENERAL NOTES: ��
(::23:"�PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH VANDOW
SMEM
SHOWN W/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBG),CURRENT EDITION INCLUDING THE HIGH 1800 SW 44TH AVE.
VELOCITY HURRICANE ZONE(HVTIZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL
D IMPACT USE AS DEFINED IN ASTM E 1888 PER THE FBC. OCALA,FLORIDA 34474
WwW'CWS.CC
2 CONFIGURATIONS(SEE SHEETS 2.3):VERTICAL OR HORIZONTAL
—_ 3.SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. .3"PVC
(REFER TO SHEETS 2.3) MULL BAR
4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT
DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS.WDMLOAD
O DURATION FACTOR Ceb1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
S.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED, a r
I 6.DES PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER p
ANCHOR CLIP ——— ANCHOR CUP DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. Y
A C I I 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT m
O I B 7 I O A
APPLY OMULLION.LY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE
APPROVAL O
8 I I L RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY .'
APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY A
REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, ¢ a
BUILDING OWNER OR CONTRACTOR �'
II oRE
� ¢
9.SINGLE UNITS TO BE MULLED ARE NOT LMRED TO THOSE SHOWN IN THIS C C�
DRAWING,SINGUNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY c W
X I SINGLE UNITS
X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR o
I EXTRUDED ALUMINUM. < C
z
Q 10.VERTICAL MULLED UNITS MAYBE MULLED INDEFINITELY AS LONG AS THE SINGLE q„np
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS bpd ORE4(+%��i
SHOWN HERE IN. p� P3J......,4TG�gi
G F E D ANCHOR CUP `�-0A.",vt gS, '
10 10 8 B 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. :,-
VERTICAL MULLION IS USED TO MARL SIDE BY SIDE UNITS TOGETHER `�; N• 8820'1 7s
EXAMPLE HORN J.VERT.MULLION * �*�
FOR SECTION VIEW ONLY
ANCHOR CUP � STATE OF f�LuZ
-- Lues A.Tumor
2015-0427 NZ+nNna„���,,,
21:00-04:00
O O al�n2Dis
LUCAS A.TURNER,P.E.
FL PE E 58201
1238 JABARA AVE.
•• ••• • • • • • NORTH PORT,FL 34288
• • • • • • •
PH.941-330-1574
• X•• • • ••• X SHEET DF.SCROI,ON:
•
TABLE OF CONTENTS • • • • • • GENERAL NOTES AND
� •• ••• •• • •• GEN
GENERAL NOTES&ELEVATIONS_..._..—..1 ELEVATIONS
__ DRAWN DP CHARTS..._»............................_...........23
BOM&EXTRUSIONS-----
-----
..............a ••• ••AN
••
ADE 08127
/12EXTRUSIONS........... . .........
SECTION VIEWS _ 67
CONFlGURATIO$ LFRTICIL MbFOR
PVNP5ECW� A 1CTCWS-836 DETAILS......................8.10
•• • • • ecALe SHEET
125 1 OF 10
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Design Pressure Chart forNON-INTERSECTEDpact 3-Mi n -17Wwifh 1522 dips using four(4)&10 Into WOOD or METALor e' Tama nr ELCO UL Into OLm CONCR
ETE
or WOOD per each and of muftn.HOLLOW or GROUT-FILLED BLOCK require 1/4'ELCO ULTRACONS,
OPENING SIZE(K) VANDOIYV m
nl
38 45 61 67 63 69 76 3AT 81 87 93 99 107 318 114 12D 128 132 138 145 318 18pp SW 44TH AVE.
37 S0.0 60.0 80.0 SO.0 80.0 I7.O 80.0 80.0 80.0 SD.O 80.0 S0.0 80.0 80.0 B0.0 80.0 60.0 100 S 44TH VE.
A 34474
c 42314 80.0 80.0 80.0 80A 80.0 .0 80.0 8D.0 80A BD.O 80.0 80.0 �.0 80.0 80A 80.0 BD.O BD,O WWW.CWS.CC
4 80A 80.0 80.0 50.0 80A 80.0 .0 80.0 80.0 80.0 80.0 80.0 BOA 80.0 80.0 80.0 65.0
loqjyw-83118 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 56.0 65 0 05.0 �,r PVC
80.0 80.0 80.0 80.0 SD.o 60.0 80.0 80.0 80.0 80.0 80.0 BUD 660 fwo- 66.0
63 80.0 80.0 .0 1 80.0 60.0 80.0 80.0 60.0 78.9 76.6 74.8 72.6 65.0 �s.0 MULL BAR
65 86.086.0 66.0 65.0 66.0 65.0 S5.0 65.0 65.0 56.0 66.0 65.0 MPA .�
se 65.0 65.D 66.0 65.0 66.0 S6 0 65 0 65.0 65.0 65.0 85.0 63.5
72 65.0 85 0 55.0 86.0 B6.0 1 65.0 1 6r 0 E4.9 61.7 1 59.1 56.9 63.7
DP CHART IS FOR: 3
NON INTERSECTED IMPACT 31 MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): c
1522 CUPS
-(4)910 SCREWS INTO WOOD or METAL
-(4)3116'ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
-(4) 1/4 ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK g rn
- - -
O
o Z
Design Pressure Chart(PSF)for NON-INTERSECTED Impad PVCT Mullion H-1758,witlr 1776 ps a x(8)Zc10 8crenne Inm WOOD or or SMS,ITW Tepcans or ELCOULTRACONS into SOLID CONCRETE or
WOOD per each end of muftn.HOLLOW or GROUT+Rl BLOCK require 1/4"ELCO ULTRAOONS. n
OPENING SIZE ft)
39 45 6i 57 63 69 76 318 81 87 13 90 107318 114 120 126 132 136 145 318 w
37 80.0 80.0 80.0 910 80.0 80.0 80.0 80.0 80.0 80.0 SD.0 81108Q.0 80.0 80.0 80.0 80.0 80.0 I I I tic
42 314 80.0 80.0 W0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 S0.0 80.0 80.0 80.0 d O
48 314 80.0 80.0 80.0 80.0 80. -W.0-90-- SD.0 80.0 8D.0 SD.0 80.0 00.0 80.0 80.0 80.0 80.0 65.0
631/8 8.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 SD.O 80.0 50.0 ED SOA 80.0 S&O 65.0 654 p4�«DREW�ixii
57 8D.0 S0.0 80.0 S0.0 ✓0.0 80.0 80.0 80.0 80.0 8D.0 80.0 00.0 .0 65.0 65.0 85 0 �
r72
80.0 80.0 80.0 80.0 80.0 80.0 80A �.0 B0.0 �A 80.0 �.0 B5.0 66 0 AIR•��CN��` 4
El65.0 85.0 E5.0 55.0 65.0 65.0 66.0 85.0 65.0 65.0 65.0 65.0 56.0 � 3 tie 58201 �y�s
85.0 85 0 65.0 65.0 65.0 65.0 65.0 65.0 65.D 65.0 65A 66.0 :*: '
65.0 850 65.0 85.0 83.0 65.0 66.0 E4.9 61.7 59.1 56.9 63.7
OP CHART IS FOR: 90}� STATE OF
NON-INTERSECTED IMPACT 3'MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): NOTES:
1.THE MULL BAR IN FOCUS FOR ANYaIVEN �is�O
1776 CUPS CONFIGURATION IS SHOWN IN BOLD. iyjrNA$-
810 SCREWS INTO WOOD or METAL 2.AN INTERSECTED MULL BAR HAS OTHER MULL
6 3/16'ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOODBARS)ATTACHED TO IT(SHOWN IN DASHES)
-(S) 1/4'ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK MMI GH THE USE OF MULL BAR CUPS.AN 4/27/2D15
INTERSECTED MILL BAR WILL ALWAYS BE
ATTACHED TO THE SLI134TRMTE AT BOTH ENDS. LUCAS A.TURNER,P.E.
3.NON-INTERSECTED MULL BARS CAN BE ATTACHED FL PE#58201
TWIN TRIPLE TQM OVER TWIN TRANSOM w4E7'ar%nee • • • • •• TO THE SUBSTRATE AND OTHER MULL BARS. 11.39 JABARA AVE.
VERTICAL ML WON VERrtQAL MLUMN VERTICAL MULLION VERU ICAL MULLIdv • • • • • • • NORTH PORT,FL 34268
• • • y�+ TRPLF TINN"SLE PH.941-380.1574
• •• • • • rJr9"8^LNa HOR¢owraLrunL� HomzourALuuLLwN
• • • • T DP CHARTS
OPENING
NON-INTERSECTED
SIZE
§ DATE:
J-00..
•• • ••• ••• ADE 09/27/12
• •i • • • AtV.:I •• • 1 • • i• i o CWS-836 A
OPENRIASIZE +I OPENNOSIZEA- Fes--OPBJINGSIZE� -.{ OPENU4O81ZE1-� • S+-MULLLEN4T}I 0 ��-MULLLENGTH -4 MULLLe43TH I« SCALE_ SHEET
1:1 2 OF 10
••• • • • • ••• • •
• • • • • • • • • •
••• • • 000 ••• • •
Design sure Chert(PSF)for INTERSECTED IMPacl 3"Mullion H-1758,with 1622 dips using four(4)010 Schwa Into WOOD or METAL-3116,17INTapoom Into SOLID CONCRETE or WOM,or 1776 dips [il1//
with SIX(8)010 Screws Into WOOD or METAL or 3/16•ITW Tapcons Into SOLID CONCRETE or WOOD par each and of mullion.HCLLOW cr GROUT-F LLED BLOCK rsqulr•1W ELCO ULTRACONS.
OPENNO SIZE OrL) V1 N ONE
39 45 51 67 63 S9 76M 81 87 93 99 110 316 119 1 120 126 132 138 145 316 ISM SW 44TH AVE.
37 50.0 50.0 50.0 50.0 50.0 fA.Q 50,0 0 W.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 OCALA,FLORIDA 34474
42314 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 6D.0 50.0 60.0 50.0 50,0 50.0 SOA 50.0 50.0 50.0 WWW.Cw8.CC
48 314 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 5D,0 50.0 60.0 50.0 S0.0 50.0 50.0 50.0 60.0 50.0
83118 50.0 60.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 5D.0 50.0 50.0 50.0 50.0 50.0 $0.0 50.0 3�r�ri
57 50A 50.0 50.0 50.0 50.0 50.0 50.0 .0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 500 50.0 48.1 MULL BAR
83 60.0 50.0 50.0 60.0 50,0 50.0 50.p 60.0 60.0 60.0 60.0 SO.D 500 SOA 49.4 47.3
66 60.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 60.0 49.8 47.6 IMPACT
72 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 60.0 60.2 45.4 44.0
75XS 60.0 L 60.0 I 50.0 50.0 5D.0 50.0 50.0 60.0 50.0 46.8 44.0 40.0 _ ,n
DP CHART IS FOR: a
INTERSECTED IMPACT 3'MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): p
1622 CUPS x
-(4)010 SCREWS INTO WOOD or METAL m
4)3118'ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD o7
4) 114'ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK
1767 CUPS " y
s
-(6)A10 SCREWS INTO WOOD or METAL a
-(6)3116°fTW TAPCONS or ELOO ULTRACONS INTO SOLID CONCRETE or WOOD w Fa
-(6) 114 ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK a.
� o
TWOV WALE HORIZONTAL MULLION �PS,d`CE tiG��y�
VERTIM MULLION �,G,•f b 8F
rr� f9a 58209
pQj sIN13lE :yp0; STATE ifF AAV
u5 z I
TWIN I �i:.Rl�`-�.<o R to
OR
(TRIPLE( 4ti�+►O1r6io n
UNITS
IBI10W I 4
I IL 7/2015
�OPENSJO SIZE-+1 MULL LENGTH� LUCAS A TURNER,P.E.
R.PE#58201
1230 JABARA AVE.
•• ••• • • • • • •• NORTH PORT,FL 34258
• • • • • • • • • PH.941-380-1574
• •• • • • • ••• •
•• ••• •• • • • •• NOTES: DP CHART
1,THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS
CONFIGURATION IS SHOWN IN BOLD.
2.AN INTERSECTED MULL BAR HAS OTHER MULL 0111AWN :
• ••• • ••• ••• ••• BARS)ATTACHED TO IT(SHOWN IN DASHES) ADE 09/27/12
• • • • • • • • TI-IROUGH THE USE OF MULL BAR CLIPS.AN
• • • • • • WTERSECTED MULL BAR WILL ALWAYS BE awo r.
•• • • • • • • • ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CW 5-836 A
• •• • •• •• •• 3,NON-INTERSECTED MULL BARS CAN BE ATTACHED
••• • ••• • • • TO THE SUBSTRATE AND OTHER MULL F SHEET
1:1 3 OF 10
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
DB3
/TBA PARE# T-aV x ATMU FRAME TYPE OPENING 1AU6Zl-XR t) `L"M 1767-1767
O IP
1 H-1758 13/8°x3'MULLION TUBE UNE ITEMS NOT USED: 1622- (F-176f-X)0()
2 #10 OR#12 HEX W R HEAD TEK SCREW•(8¢6 Rotahnkvm5 B,12 NEW F-1522-013 F-1767-W1
3 #10 x 1 112',PANHEAD PHUPS 21NC RETRO F-1522F-17tH�1 VNO
wmrmmw
4 #10 FLAT W HER 19M SW 44TH AVE.
7 5-1897 MULLIONuip FW NEW F-1522-013 F-1767.00A,
4(tAR) OMMFLORIDA34474
t] 8EALANi
RETRO F-1522-013 F-1797.004�1.&R) WWW CWS.Cc
9 1 S-11195 DRIP GAP NEW NOT RECOMMENDED F-1797-M
10 S-1898FLANGE ADAPTER BOX
11 8 MULLION INTERIOR Eq X RETAO F-1522-008 F-1797-OM T'PVC
19 P-34M MULL BAR GIP MULL BAR
14 F-15x-013 3'SLOTTED NEW CONTRUaTION FINMULL CLQ IMPACT
F-1C2-OD8 3'SLOTTED T-CLIP
16 F-1767-001 L-ANGLE 3'MULL CLIP,STANDARD
17 -1787-004L L-ANGLE 3'MU CLIP,FIN,LEFT
18 F-1767-004R L-ANpLE 3'MULL CUP,FIN,RK*lT4 Lu
19 1#10 HEXWASHER HEAD TEK SCRE W o
20 1910 FH TEK SGREW Y
'USE WOOD SCREW S%ZE(910 OR 512),SPECIFIED IN WINDOW(INR APPROVAL DOCUMENT ] m
D7
1/r 11!18' 1 7/1B' t 17/16" Z
7118m
11 1 1/4' 1 9 7118' O 7/1B' d F
1218 k [�
1/16 1/18° DRIP CAP 818Bb 113+18 (116/16'1 113/10, I
MULLION INTERIOR13/18"
COVERS-018 FLANGE ADAPTER 3188(1
27/18• 214_ � �
1 3V 4ltW Y 1Y/'I6- ft 7/89 q Z
13116F 39r• I I I 114'{TYP)
1 ,,tt44tP' RE�y•r
TDPVIEW 27118' !tine• ���',( •v�cEM~gc.G•p��i�
213ntiL 1J8 3�i Ne 58207•'����:
13118' I 7 1314" +-13d6'-�I 1 =j��Q�y��TATE O*��1ity:
3°MULLBAR H•1768 231i' 1,�,.-'(sj\�•�
NaNm„�,`,,,
MULUCN CUP 9-1697 IAT
1 -477V 4/27/2015
21/4' LUCAS&TURNER,P_E_
F 1522 8 #RA A
1A1' RETRO/FLANGE CLIP 123939 JABARA AVE
•• •• • • • • • •• NORTH PORT FL 34288
• • PH.941-31W-1574
• • •• • • • •
��+i4667B-•--•Ty�• • SHEETpnON:
NE1A7 JS1'RLCTION k 4TALGT&• • BOM AND EXTRUSIONS
A SCORE,BEND AND BREAK
TO REMOVE RN FOR FRAM DAT
ATTACHEMENT TO MULL BAR ADE 09127/12
• •••• ••• •••
DETAIL A ••• •••• • •
TYP.F87 FRAME 3:1 • • • • • • Y.:
•• • • • • • • • CyygS36 A
• •• • •• •• ••
• ••• • • • SHEET
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. •••
1� 4 OF 10
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
FRAME TYPE OPENM ^T^BBtILLBAA CLIP "L"MULL.BAR CLIP
1622.7t7IX 1787 X)DIj
FLANGE NEW F-1522-MS F-1767-001 wimDow gma
RETRO F-1522-006 F-1787-M 1900 SW 44TH AVE.
FIN —RETRO
F-1822-013 F-1767-004(L&R) OCALA,FLORIDA 34474
RETRO F-1522-013 F-1787-OD4(L&R) WWW'GWS'CC
BOX NEW NOT RECOMMENDED F-1787-M
RETRO F4W2-008 F-1767-W .7 PVCs
MULL BAR
IMPACT
m
a �
1 18
o O
m
�--2 34' 2 114' 0)
W
1b18' 12314'1 27116" Q
c a
gaw mo o
7116'THAU CIYF! 11a•THRU VM d ^
1? S�
OUTSIDE `,�at�Hn4phy�i
i va•(TYPE 7118°O'M
.L. ,fes
0 341• r N• Si820 ,
1St8° t23/a9 tyre' '.{9S STATE OF
tI18° aha+X»rJW��
112` 112' L 6 Wr ! 410=15
LUCAS A TURNER,P.E.
23/4" 29/4• •L'ANGLE 3"STANDARD MULL CUP-F-1767-001 FL PE 4 58201
1239 JABARA AVE.
S" �' • • • • s •• NORTH PORT,FL 34288
V ANGLE T MULL CUP,FIN(LEFT)F1767-OD4L "L•ANGLE 3"MULL CLIP,F j(RIGMn F-1 87-%.T • • • • • PH.941-380-1S74
OUTSt- • •• • • • r •f• • SMEMESCF07rix,
s• • • •• • • • •f EXTRUSIONS
•
•• •••• ••• •••• •se ••• ADE 0927112
• • • • i ie: REV.:•• • • • • • • • CWS-838 A
e•e a ••• • • • SHEET
12 5 OF 10
• •• •• • • • •• ••
••• • • • ••• • •
19M SW 44TH AVE.
OCALA,FLORIDA 34474
WWw.CWS.Oc
3"PVC
SM BEHIND FLANGE MULL BAR
APPLY SEALANT ALONG FUI SEAL BPJiRm FLANGE PRIOR TO ATTACHING LENGTH OF WINDOW FRAIMPACT
PRIOR LI ATTAOHING GROOVE PRIOR TO ATTACHI2
TO MULLION 2 TO I 2
9 1 9 li t COV1 of
1 it
WHERE WINDOWEFIN MUST BE D 40-
CONNECT TO MULL y.
a�D
y
U Z
a E2
n HORIZONTAL MULL BAR SECTION QHORIZONTAL MULL BAR SECTION �'1VERTICALIHORIZONTAL MULL BAR SECTION °C� 8 �
FI ANGEFRAME WINDOW 6 FIN FRAME WINDOW 9 BOX FRAME WINDOW IL a
I1:
Q� y
7 D
QZ
1 1 2 APPLY SEALANT ALONG FULL ••�pta.u.gri
1 1 2 �PR�TOA7TAdilt aROOVE aaaey�SREW),`,�,,
ADAPTOR ,��P:•��cE ag`�,«��Qy.,i
U ` .o Ne 58201 IX.
FIN MUST BE REMOVED D +RS i
COONNECTTTTOS MULJ. 9 1 'AASTATE OP "
-- � r h�i hi+ainuot•�•aa
DETAIL A ✓�
4/27/2018
SEAL BEHIND FLANGE t (SEE DETAIL B)
SEAL BEHIND FLANGE 1 (SEE DETAIL B} PRIORTO ATTACHING LUCAS A TURNER,P.E.
PRIOR TO ATTACHING TO MULLION APPLY SEALANT ALONG FURL FL PE#56201
TO MILJLUON LENGTH
PRIORTO ATTACHING MULLBAR FLAKE 1239 JABARA AVE
•• ••• • • • • • •• ADAPTOR NORTH PORT,FL 34288
B G L MULL BAR SECTION B VERTICA EM OW • • • • • 1 PH.941-380.1574
B FLANGE FRAME WINDOW a FIR WIINDOW • • • • L
SHIMT D
• • • • • • • • • Eu SECTION VIEWS
•• ••• •• • • • ••
r MULLS
�o ooZOMWN W. DATE:
• ••• • ••• ••• ••• ADE 09/27/12
• • • • CWS-838 A
•• • • • • • • • DETAIL B
• •• • •• •• •• SHEET
••• • ••• • • •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
1 , 1
VWON
pp 1800 SW 44TH AVE.
GALA,FLORIDA 34474
A W W W.CwS.CC
4 " MULL BAR
4
rte- il� IF _'� IMPACT
f
p..a, i 1
1
A 1
TOP VIEW SECTION VIEW A-A m to
FIN FRAME
a (p
�+W
F¢
0 0_
2 a
5 MULLBARR(H-1760) I O
(SEE SEPARATE APPROVAL FOR 2 4•MEULLBgARRp04 77gpp�yAl FOR APPROPRIATE DP 2
(SEE
DP CHARTS) c.0
e s a`�a�.•�eeas��,,pp`�"ti.
G,. i. F••.S`y.�i
s 1 tea I No -rem t
SEE N0M1 7 t 1118'MAX EDGE DISTANCE rf
SEE NOTE, 7 1]/] MAX EDQE DISTANCE I SEE NOTE 1 7 11118•MAX E DISTANCE �fi'0' 1t t
7�J�• STATE OF •JIU:
y���.,C•O R i•O�.ypr,.
1 1 SEE NOTES 1 8 2 1 1 SEE NOTES 1 A 2 ry�i`ryH�►1+� ,�,
1 18 SEE NOTES 1 6 2
(,EAJCUP) SEE NOTE 4 (,EA.lCLIP) SEE NOTE 4 (1 EAICLIP)
SEE NOTE a 4/27/2015
7 5'H RE FTO r VERT.MULLSAR SECTION 4"HORV- 3'VERT.MULLBAR SECTION 0) TO 7 VERT.MULLBAR SECTION LUCAS A.TURNER,P.E.
FLPMb FRAME FL PE 8 68201
1239 JASARA AVE
•• ••• • • • • • •• NORTH PORT,FL 34288
• • • • • • • • • PH.841-38D•1374
• •• • • • • ••• • 1.SLIDE CUP INTO LOCATION AND SECURE WrTH I ign 19(0T1'1)AND 20(QTY 1),AS
• • • • • • • • • SHOWN ABOVE.
•• ••• •• • • • •• SECTION VIEWS
2.PRE-DRILLEDHOLES 0 RU HIV CUP 1897),BY THE INSTALLER, MULL INTERSECTIONS
MAY BE LOCATED AS NEEDED WHILE MAINTABd0VG A MINIMUM CUP EDGE DISTANCE
OF&W AND A MINIMUM CENTER TO CENTER SPACINQ OF 1W. DRAWN Br. DATE:
••• •:• ••• •.• •.• •:',THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTINS ADS 09127112
• • • • • • REQARDLE l OF ORIENTATION 1.s.,HORIZONTAL OR VERTICAL),THE FULL LENGTH I` .:
•• • • • • • • • MULL MUST SET
SAME DEPTH,OR GREATER,THAN THE 0dTERSECTM MULL, CWS-am A
• •• • •• •• ••
••• • ••• • • • 4,INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULLSHEET
CLIP. PRE-DRILL PILOT HOLE THRU ALL MATERIAL 1:2 7 OF 10
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
NOTES:
1.THE MULL BAR IN FOCUS FOR ANY GIVEN
TWIN TRIPLE TRANSOM OVER TWIN TRAN90a4OVER TRIPLE CONFIGURATION IS SHOWN IN BOLD. O�Y��7U/��/WJj�)�/�/�V}
VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION 2.AN INTERSECTED MULL BAR HAS OTHER MULL WINDSW STSTB79.
T SAR(S)ATTACHED TO R(SHOWN IN DASHES) 1808 SW 44TH AVE.
THROUGH THE USE OF MULL BAR CUPS.AN OCALA.FLORIDA 34474
INTERSECTED MULL BAR WILL ALWAYS BE W WW.CWS,OC
ATTACHED TO THE SUBSTRATE AT BOTH ENDS.
3.NON NTERSECTED MULL BARS CAN BE ATTACHED
M (3 TO THE SUBSTRATE AND OTHER MULL BARS. 7'PVC
MULL BAR
IMPACT
I
F.---
OPENING sum OPHJINGSim OPENING SEE oPENRd1381ZE � a
a
Twwm
Y
m
pE HORIZONTAL MULLION 911 PH
�
TWIN TRIPLHORIZONTAL
ZOWALTININITMULLION VERTICJLL MULLION
HORIZONTAL MULLION HOfi(LgVTAL MULLION HOF�ZOIVTAL MUWON
gGIZE tl —— ——— v i31NGLEj it
w u� i WIN a
_ __ O ITRBPLEJ
IO � �� O
L INGTH Or- ---.4I �r BELOW
I ff Y`
��-MULL L —r T I+—MULL LENGTH MULL LENGTH '� l—F�—OPENWGSI2E ---•I MULL LENGTH�1 �tttttrrgyt
`pg;�DREW TU•r•
�,G�,.4�GEN1P��•••�L
,T-r•' Nb 58201 y�A
i
7DOti STATE OP
S,hs,R it
NOTES: ••i�R�•.�y8 R 1��'�'��++�
1.AT MULLION LOCATION,ATTACH WINDOW UNR(S)TO MUUBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS,IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL 4rnttri+`
DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE W WDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SRE(m OR m)AS THE y
WOOD SCREW INDICATED IN THE WINDOW APPROVAL TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR, r
2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFTEp IN THESE DRAWINGS.SEE TABLE 1,SHEET 8. 4/2712018
LUCAS A TURNER,P-E.
3.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT W ITH PRESSURE TREATED FL PE 888 1
WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE
•41 000 • • • • • •• NORTH PORT,FL 3428E
4.INSTALLATION ANCHORS SHAD_BE IN ACCORDANCE WITH ANCHOR MANUFACTUREITS INS:ALLATION=NS%JtTI04AIro A@CF�SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH.841-380-1874
MINIMUM SPECIFIED IN TABLE 1,SHEET B. • 41• • • 41 • :0:
•• • SHEET
DESCRPTVC'--
5.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR MCC0. FeRCONEIRore CpUpoPEIVINGW EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS CONFIGURATIONS AND
ARE OPTIONAL ANCHORAGE NOTES
S.A MINIMUM CENTER-TO•CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4.5.
• •41• • ••• •4141 4141• ADE 08127/12
7.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNEDIBY THE AIRCRREGir OR ENGINEER OPIRECXORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. t;
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TA%L6E=.SHL�T 8.•C(*gRETE 1D M•p 'SUBSTRATES MAY NOT BE CRACKED. .. A
8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTAWjT(�I�C BE 04 fi$Y OTj1 1F Q�I.}k cURAENT VERSION OF THE REFERENCE DOCUMENTS: SHEET
FM/UAAMA 1[W(FlN WINDOWS),FMA/AAMA�0(RANGE WINDOWS), FMAlWDMA 250(BOX I ),FMA/ AAYDMA QRS 1=1 8 (?P 10
•41• • • • • 4141• • •
• • • • • • • • • •
• 4141 4141 • • • 4141 4141
4141• • • • •41• • •
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS,CC
3"PVC
MULL BAR
IMPACT
RETRO FIT 'L'ANGLE MULL BAR CLIP
MULL BAR CLIP TWO REO'D PER EACH END OF MULL m
,..il MULL BAR MULL BAR
INSTALLATION ANCHOR - INSTALLATION ANCHOR w m
e SEE TABLE 1 .I SEE TABLE i y
9EALANTALONG _ _ ADOSTRUCTLIRAL ELEMENTS i� -�__ ADD STRUCTURAL ELEMENTS O
OUTSIDE EXPOSED ..�_ AS RE-0•D TO MAID=LEVEL FOR SEALANTALONG - A8 REOY)TO MAKE LEVEL FOR
EDGE BY INSTALLER MULL BAR OUTSIDE EXPOSED — MULL BAR y
EDGE BY INSTALLER
9
PERIMETER SEALANT PERIMETER SEALANT INSTALLER ,air, Q
MIN.EMBEDMENT BY INSTALLER F
INSIDE AND OUT SEE TABLE 1 INSIDE AND OUT SEE TABLE ENT &cc
SE TABLE 193Y OTHERS SUBSTRATE BY OTHERS
SEE TABLE 1
MIN.EDGE DIST. I_ MIN.EDGE DIST. Q O
SEE TABLE 1SEE TABLE 1 Z
D VERTICALSECTK3N /-E\VERTIOALSECTION ,"most%,
TYPICAL FLANGE SANCHORAGE
9 HEAD AND JAMBS IMS AR FOR FLAMN
NSTALLATION PIGIL R AIME(1'ANGLE}ANI RAdE `��_q C1R61y 4�i
HEAD AND JAMBS SmeILAR FOR FLANGE WSTALLATION `����a• 6�N�r4�Q���
��.• No 58'209 s
pro:
STATE OP NIL`S
rnr
z�
4/27/2015
NOTES: LUCAS A.TURNER,P.E.
1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME, FL PE#58201
TABLE Y:APPROVED MULL CIDP INSTALLATION FASTENERS1.
JABARA AVE
T• •2 I erten MUST BE FLUSH AGAPIST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288
"2XMNSOUTHERN
(2 10 KSI MIN.) 3118'TIW TAPCON 1•• • • • R INSTALLATION. PH.041-380.1574
SHEET DE
i i 3.AECE3>i RETRO MULLION CLIP&W MAX.FOR CLEARANCE OF WINDOW
GR
CMU(ASTM C-W) 114"ELCO ULTRACON 1-114`• •••2.1/V• • NUNW AS NEEDED. INSTALLATION DETAILS
311T RW TAPOON FLANGE
PINE(fIa0.5°3 1318' 7/8' 4.FOUR
OR ELCD ULMOOId (4)ANCHORS REQUIRED PER T MULL CUP,SEE SHEETS 2.3. TE
MIN.SOUTHERN PIIS(G-0.55) 1110 WOOD SCREW 1 718' THREE(3)ANCHORS REQUIRED PER R'MULL CLIP,SEE SHEETS 2-3. URKWN BY:
18 GAUGE(O }MW.STEEL SND #10.18 HLTI KWK-FLEXOR RW FULL4HREAD 0 7$8•• • ••• ••• ADE 09/27/12
S.G T MUIUON TIGHT TO MULLCUP. mY r.
(33 KSI YELD MIN) TEKS SELF-DRILLM SCREW THR� • •
1W ALUM.(8063-T6 MIN.)OR #10 GRADE S SELF•TAPPING/ FULL THREAD• • •8'VIA RAB DETALLS FOR THE W INDOW,REFER TO THE W INDOW CWS-836 A
1B'STEEL(33 KSI MON.) DRILLING SCREW THRD S.t23• • 7�+5• �ECI STALLATION DETAILS. SHEET
1:2 B OF 10
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
MND0W MrMo
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.Cc
3"PVC
MULL BAR
IMPACT
METRO,FIT '17 ANGLE CUP
ULL BAR CUP TWO D PER EACH END OF MULL d
O
MULL BAR MULL BAR Y
_ Tri � m
Fm
— t
INSTALLATION ANCHOR ' �`J i - INSTALLATION ANCHOR
° SEE TABLE 1,BHT 9 `I SEE TABLE 1.SHT 9 OW
Jr a _
SEALANT ALONGE =` - - SEALANTALONtiE
DS EXPOSED
EDGE BY OUTSIDE EXPOSED
em� EDGEIBY INSTALLER
EXTERIOR FINISH .• _ MIN.EMBEDMENT EXTERIOR FINISH _ MIN.EMBEDMENT g�tc
BY OTHERS - - SEE TABLE I.SHT B BY OTHERS SEETABLE 1,SHT 9 k'
PERIMETER SEALANT PERIMETTERSEALANT 9 0
BYINSTALLER ° IS/INSTALLER o
INSM ANUOUT INSIDE AND OUT •�d < Z
SUBSTRATE BY OTHERS ,o e•e• SUBSTRATE BY OTHERS
SEE TABLE 1,BHT 9 SEE TABLE 1.SHT¢
0 t$DREWMINTyi�i
E DIST.
S ETAABBLEI.SHT9 SEE TBLEI,SF+T9
(-F"1 VERTICAL SECTION �VERTICALSECTION
+o TYPICAL FIN RETRO 10 TYPICAL FIN(•L•ANGLE]ANCHORAGE S-�; No 5=1 ;�L
( FIT)ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION *: ,k i*S
+b
�7Ot• STATE OF -"IU
.'y�t•8'w C RMO.Yjp`�`��
yyS�+drlyn'A��,
�z
4MI2015
LUCAS A.TURNER,P.E.
NOTES: FL PE*53201
1238 JABARA AVE
•• ••• • • • • • i%I-L STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288
• • • • • • • • AFTER INSTALLATIOPL PH.841-380-1574
•• •i i i i i 000
•i P-RfrOESS RETRO MULLION CLIP 38•MAX FOR CLEARANCE OF WINDOW T SCRIPTION:
•• •• •• • • • •4JNITAS NEEDED. INSTALLATION DETAILS
3.FOUR(4)ANCHORS REQUIRED PER-r MULL CUP,SEE SHEETS 2-3. FRN
THREE(3)ANCHORS REQUIRED PER`L°MULL CUP,SEE SHEETS 2-3. DRAWN Sr DATE:
• ••• • ••• 14. •T•
• • • • • • • 3MULLION TIGHT TO MULL CLQ. ADE. 09127/12
•• • • • • • •5g FOIA ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW Cws4m A
• •• • •• •i'SP�flC INSTALLATION DETAILS
••• • ••• • • SHEET
1:2 10OF10
••• • • • • ••• • •
• •• •• ••• • •• s•
••• • • ••• • •
i
MIAMPDADE WII,011--DADE COUNTY,FLORIDA
4 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.ndam1dade.1ov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,Fl.34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER—
Product Control Section to be used in Miami--Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Fldaidz$wilding
Code, including the High Velocity Hurricane Zone. ••• •• ••• ••
DESCRIPTION: Series 11PGT"Clipped Extruded Aluminum Tube Mullion..L i4LI.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant AMAMm Tube Mullions;,..••:
sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/11 with the latest revision&W601/29/15,
signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami—Dad9:0Npty Product ContrM o o•
Revision Section stamp with the Notice of Acceptance number and Expiration Jue.by the NbAi—Da4er.•
County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ......
LABELING: Each unit shall bear a permanent label with the manufacturer's•111I4e.or logy, pity, stat.•••
series, and following statement: "Miami—Dade County Product Control Approved", unless_ofWvife noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami Dade Cotuity, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entice NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 13-0815.05 and consists of this page I and evidence pages E-1 and E-2, as.
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon,P.E.
NOA No.14-1105.01
M1AM1 D DE COUNTY f_ s d Expiration Date: May 26,2016
• ' Ff Approval Date: February 12,2015
2'fiE Page 1
PGT Industries,Inc. '
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 10-0819.05)
2.• Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 01
through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision
dated 01/29/15,signed,sealed and by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report Neo••1T-. 6443
(samples A-1 thru E-1), dated 02/28/11, and addendum lettbrddattd 05/.05/1j, signed .•
and sealed by Marlin D. Brinson,P.E. •••••• ......
(Submitted under previorts NDA No. 10-0819.05) •••••• •
.... . .....
C. CALCULATIONS •
...... . . .....
1. Anchor verification calculations and structural analysis, coxg151}tffig with.FBC 2011....
and with FBC 5th Edition (2014), prepared by manufacturlr,- tgd 01/29A15, signed -
. . . . ......
and sealed by Anthony Lynn Miller,P.E. ......
•• . • •.• •
D. QUALITY ASSURANCE '
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of no financial interest, conformance to and complying with the FBC
5"'Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, conformance to and complying with the
FBC-2010,dated 06/06/11,signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by
Jaime D. Gascon,P. E.,Product Control Section Supervisor.
Jaime D.Gasco i1,P.E.
Product Control Section Supervisor
NOA No.14-1105.01
Expiration Date: May 26,2016
Approval Date: February 12,2015
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS(CONTWUED)
4. Laboratory addendum letter for Test Report No. FT1-6443, issued by Fenestration
Testing Lab,Inc.,dated 05105111,signed and sealed by Marlin D.Brinson,P.E.
(Submitted under previous NOA No.11-0922.01)
5. Laboratory compliance letter for Test Report No. FTI.--6443, issued by Fenestration
Testing Lab, Inc.,dated 02/28/11,signed and sealed by Marlin D. Brinson,P. E.
(Submitted under previous NOA No. 11-0922.01)
6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11,
signed by Ishaq I. Chanda,P.E.,Product Control Examiner.
(Submitted under previous NOA No. 11-0922.01)
G. OTHERS
1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT
Series Aluminum Clipped Mullion—L.M.I.",approved on 11/31/13 and expiring on
05/26/16.
0000..
0000..
0000%
0000.. . 0000..
0000
.
0000..
. .00000
0000 . 0000.
00000
00
. .
00 00 00 00 000000
:06:9:
0 00
00 0000..
0000..
00 . 000 000000
.. 0
• '" P./'r (SGC ` ,� "
Jaime D.Gascon,P.E.
Product Control Section Supervisor
NOA No. 14-1105.01
Expiration Date: May 26,2016
Approval Date: February 12,2015
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL
1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE t t
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.___.__._.__1
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS....._......_.__.»_.1FIGURE
ELEVATIONS.__._._............__.__1 �
MULTIPLE
1: UML702K WOOD_._....._._...._2 p 4
MULTIPLE oPENDm WIDTH FOR VERTICAL MULL INSCRWARCHESTORE H THE TYPE AND NUMBER EE ANCHORS f3 CRITICAL TO THE STRUCTURAL.PERFORMANCE OF THE MULLED UNITS.MULLIONS MMLTO tX&MASONRY....._.__2 bg
MULLIONS / -� INSCRRIED W81DE HAVE BEEN TESTED AS'FREE-FLOATING AND DO NOT NEW TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTEB_._..__.....2 d
SEE D.G.H; SHAPE GUIM NOT HAVE A GAP OF MORE THAN U4'FROM THE CLP. MULL.TO MASONRY_._._._.__._.3
A D,O H;
SHEETS 2-3 SHAPE MULL TO STEEL STUO----------3 m
_ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED WILL TO MULL__.____.__..._.3 F
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U710.THE U3 STRESS INCREASE WAS NOT USED ANCHOR SPECS....____3 CO tll
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CUPS-_.._.__._..4 6 co
BAY MULL INSTALLATION.___.___4 IL
1 X 2X.1� ID
M .I8PEC3..�__8
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE w
INSTRUCTIONS. X2,5X275MLA.LSPECS____7 y N
nTxRu O;DETAILS / I / I I t /V I 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.126 X 60D MULL8PEC3 9 m O
SHEETS 2 a _ I _ _ 1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.126 MULL SPECS____.10 c y
A TFR6I G; i X 4 X.378 TUBE MULL SPECS._11 Q
SMEM2a ONLY TWO ADJACENT UNITS ATATIME WHEN USING THE DESIGN PRESSURE ANCHORAGE TABLES. LOWEST DESIGN 1 X 4 X. T 11
MIALSPECB_._...
\ I I III PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY, 378 g j
1.26 X 3.188 X.288 MULL SPECS._12
\
OPENING 3.28 w�
MULL
HEIGHT 9 WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.26X3.26 X.824 MULLSPEC9.._ta z
LEN 3TH HORIZONTAL 125 X 3.84 X.824 MULL SPECS-15g'
2 X 4 X28 MULL SPECS-__._._18 ZZ
MULL 7)ANCHOR F1dBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST Q Z
SHEET3SEEDHTMLE, 2X8X 28 NIlAL SPECS— 17
SHEETS BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT N V'
126 MAL 11 x. 18 4-
._.
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 128 X 2. H Q c
REACTIONS. 39•X 326 SAY MULL SPECS_._..10 2D
4G X 3,26 BAY MULL SPECS-_28
M UION&CUP DIMENSIONS_-21-23 I- Z � O
FeNE3py 8)REFERENCE:TEST REPORTS:FTL-6443:ELCO ULTRACOWAGGRE-GATOR NOAS:ANSAAF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2..__.-__.._._....24
PRotwors MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES--------_.25 lA
BE OFANYTYPE. w
M�At1rUFACTU�D BE 9 MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BULDM F Z N y
�^ I - M PGT, CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATION&MULLIONS ARE ONLY TO BE USED WITH V IC7L O O
PGT APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. d Z
/SEE DETALS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7_
�HO MULL SHEETS_ SHEETS 2a 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING '
LENGTH HORIZONTAL WIDTHIHEIGHR OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
MULL
LENGTH INSTRUCTION
1)DETERMINE THE DESIGN PRESSURE REQUIREMENT"WV FOR THE OPENING USING THE ASCE-7 STANDARD.
2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 31 REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRUWGULARMlAPEZOIDAV. PRODUCFRRV1S®
a+coowIft a&6 LUe FLorld4
L� I—oPEwNGYmnt�l I —HMM MULL LENGTH---I 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBSM FROM TABLES 1A THROUGH 18A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING DDIdlaB Oodo +�,tL�t�
THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY}THE Aw•FlmwMlitOS.•
d MULLION CAPACITY B.HWHI OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE OPENING OBTAINED IN
p STEP I}
N OPE J.i..]-�.
HHGHT Nil�lmt�
oPEHRHi u F 8)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE
HEIGHT LENGTH �/ d HOPoZ VERT. REPRESENTS THE WIMLO"'11RANSFBRREWTO THE StdBSTPAV-BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 111 U I I L H I T/
Muu d d dMtXL • . . . . . . . .
d LENarH 6)FROM TINE A�NCE�D�t CApA I L L•SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \�`\�\���.....Idly
ANCHORISUBSTRATEf4NCH P 7E N IVY S��CT AN ANCHOR CLIP PATTERN AND VERIFY T14AT THE REQUIRED ANCHORL L P?• LiCEtys�•,�(F�
CAPACITY IS MET.•• ••• •• • • • ••
SINGLE MIIWON SINGLE MlAL10N ..�F R VE IRTI�Lo LL 7)IF THE MULLION CAPACITY MIS/FT°I OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(L8S/Fr')FOR THE _ No.
W05 I
OPMM WIDTH OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS =-0 _
FOR VERTICAL MDLL VALUE A LOWER ANCVj gAPACITYS)Fn%4 nY BE S"7%FnTHE SAME SUBSTRATE ;O•• /�4��s
SEE CORRESPONDING DETALB MULTIPLE MULLIONS • • • • • .1\ y�TE t(/`
L FROM FIGURE 1 ABOVE, B)VERIFY THEOESIGN PRESSURE RATING(1-93 q FOR DiE FEIy�STRATtON PRODUCT TO BE USW AND COMPARE WITH THE FINAL MULLION '•,aX
GAPACITY(LBSJI�HOBTAINED#ORT&IEMULtWNSVSTEMTHE LQWEROFTHE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION '�S �RIDA,-.•' �1��
9))HIGHLIO SAN UAED AND T;"VALU)ES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
A.LYNN MLLCE�i,P.E.
FL P.E.9 68708
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
'loll
DETAIL A: DETAIL B: MULuaN In
MULLION TO 2X WOOD BUCK -MMUON MULLION ATTACHED TO 1X BucxsTRw TYP.ANCHOR
OR WOOD FRAMING WOOD BUCK AND MASONRY An M ENT �SFEUBSTR TE1�1es Y d
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BroTHEr� a
SEE NOTE 1.
I I MLLLION SHEET 1. 8 m
I j l j CO) N� 1{—U
h l I ISHEETS
e a � I I ,• ,- , �• '� W
SEE SHEER a I MtlV 2.71L81 EpOE O
EITHER E a 1 41.23 FOR HOLE d 1� I I CONCRETE OR CMU'- I,DISTANCE, W
I LOCATIONS I F SEE SEE TABLES
TANDAROFFFSETMLLL c e EDSE ® ° e I EDOEDISTANCE 1&788
SE
CLIP HE
1 a FOR MASONRY
WSTALLLL DBBY I I I FOR WOOD ® a � I ANCHORS m 4 � O
THIS METHOD. d SCREM —,�� e ad e t 1 SIDE VIEW Z rJq
° ALL MULLIONS d '�
m a d° SD
d MAY BE
d EXTERIOR HTHIS ED B
d EDGE
e d DISTANCE
FOR
MASONRY
ANCHORS 00
THEOFFSETCUPtHO
RECOMMENDEFO
MED
°d mFIN-.B °EXERIOR DTYSBMA
ALSOEUSED FOR
E
OVZO
OTHN
-ZCC-I
V Z O q
6 0
.ANCHOR &�L—
TYP.ANCHDR PERSUBSTRATE, ddd 66d�d'�
TYP.ANCHOR PER SUBSTRATE, SEE TABLES 18-168
PER SUBSTRATE. SEE TABLES 18.188FiHd
SEE TABLES iB•18B _ EOOD
�I DISTANCE AND
SEE TABLES AHMENT
EMBEDMENT
1B•18B T TTACBYOTHERS,
. AND EMBEDMENT „ _ - SEE NOTE 1.
ATTAd1MEM L__
• , SEE MOTEL t
•• SHEET 1. ,
.. , MIN 2.1 KSI CONCRETE OR CMU RODUCTRBV(=
SIDE VIEW FRONT VIEW �aw11�1hoFislld•
FRONT VIEW p
INSTALLATION NOTES: Maml a Piodw Con.
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. •• ••• • • • • • ••
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESINfAT10N •• •• ••• • • 000 ••• ``���Npp1Y•'
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE • • • • • • • •
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE LICENSE•�l�.��
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. •• ••• •• • • • •• = ;• '
No.58705 •�sf�_
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ='D ?• ,
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3 ••• • • ••• •:• 000 s• 7.10'. S} F'S ��.`
• • • • • • }
6)FOR MASONRY APPLICATIONS BJ MIAMI•DAOE COUNTY,USE QNLYMIAMIAADE COUIVTYAPPROVED •• • • • • • • • �%��31''•�
ELCO ULTRACON OR ELCO VC S.S.AGGREGATOR MASONRY ANCHORS. • •• • •• •• •• '. S , G
••• • ••• • • • 70 vN
A L �2Fe` .E.
FL P. 68705
••• • • • • ••• • •
• •• •• • • • •• ••
••• • • • ••• • •
DETAIL E:
DETAIL C: MULLION TO MULLION ® �
INTERSECTIONON TES:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE MULLION (U-CLIP) 1)MAY BE INSTALLED IN-TEE'OR Y:ROS3' o
(STANDARD CLIP SHOWN) INTERSECTIONS. Ics,
VAI IRS �
2)MAY BE INSTALLED HORIZONTALLY
I ` I (SHOWN)OR VERTICALLY.
I TYP.ANCHOR N
ERHERTHE I -PEN SUBSTRATE,
arANDARD oR BEE TABLES 10-1313 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 • m
OFFS@T eSULI. I I TOP VIEW FOR CORRESPONDING MULLION.
CUP MAreE I I '° EDGE DISTANCE '/--MULLION p
1I0.4TALlED BY A FOR MASONRY
THIS METHOD. 1 I i ANCHORS VARIESJ+---»i J =
I
ORL8ELF•DLING OR PRE 2
A.USE SMS UmUoorROMMULLION
m �D
EXTERIOR dd Z Oy
J
G O
M DISC ° ° 207HER ;
OR
u.«m f;1 U>l
ANCHORS a AY INTERSECRON
R Z
d ° @ PES. EXTERIOR Z
V
TYP.ANCN�t a Z Q
PER SUBSTRATE, � O
d d 9 •�..
/ 8EE TABLES 1&138 TYP.ANCHOR SEE SHEETS 21-23 FOR I••' �
/ -PERSUBSTRATE, HOLE LOCATIONS
8EE TABLEa 1B-138 ,..j 5 y
�P FRONT VIEW EDGE
ATTACFRIENI' DISTANCE
BY OTHERS.
$EE TABLES
EMBEDe4?DIf 9EE NOTE I, 18.138 (.) Z j p p
•', ••• e .• . BF�ET 1. EDGE D. L N
.• I• .•I INSTANCE g
M 2.7 KSI CONCRETE OR CN0.1 SEE TABLES SIDE VIEW
M
M212.7KSICONCRETE OR CMU 18.136 a
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES STRUICTURE
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR
oPER SUBSTRATE,
SEE TABLES 16-113B ODUCTRto
BVI36D
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 0.
SEE SHEETS
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE � 21-23 FOR
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE
FOLLOWING SHEETS.FOR DETAILS A•D,EITHER THE STANDARD OR INTERIOR CLQ MAY BE USED. LOCATIONS De
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HDWEAD OR FLATHEAD. \` eaulDN
ad*P/odnq Comn.
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.6)FOR MASONRY •• •• • • • • • /-� 1 I I I 1
EDGE
ELCO ULTRACON OR ELCOTIONS IN I W S.S.AGGREGATOR MASONRY ANCHORS.E C012M.USE ONLY t-DADE COUNTY APPROVED •• •• ••• • • ✓ SEE
TABLES `�INSTANCE ���C{��ONY'�Yb
FOR STEEL STUDS THBBIERTHAN
• • • •16GAANDCOMPLIANTWITH THE FL BUILDING 16.138 P; LICENSE''.,(<P i
•• �� • • • •• CODE,A2XW000 BAVMR MUST USED.
(� ATTACHMW BY OTHERS. No.53705
USE WOODANCHORSPEW
EXTERIOR SIDE VIEW
NOTES:
• • • • • • • 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD OT'•, ST TE fS r �(/
••• • • •• • • i ANCtj)R VALUES MAY BE USED. '•:�<ORIDA,,.•'
• •• • •• •• •� "s�pNAL'ANG•:
••• • s•• • • 2)SEIy RRESPONDING MULLION TABLES, ail
SHEETS 5.20,FOR QUANTITY OF SCREWS. A.VENN iMILI't'i,P.E.
FL P.E,B 88703
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
DETAIL F: DETAIL G: DETAIL H:
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION p
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) ' t�
SEE MAILSA4q pY ZS
SHEETS 2 AND 3 FOR INSTALLATION3P OR 45'
IC
TOSPECPSUSSTRATFS. BAY MULL
MULLICN co
E m
O O ZD y
O O O O O O O O J W
O O 70P VIEWg 0:1 y
SIDE VIEW , i Lu V
GHOWNwrmi"xPx.iw i TOP VIEW
MULLION
zJ
TYP.ANCHOR �L
EXTERIOR I I I I PERSUBSTRATE.
I I SEETABLES IGB OR ISS Z
I I I
ANCHOR
STANDARD MULLION CLP 1 1 'SUBSTRATE. I I EXTERIOR = Z
MODIFIED TO Ol�W1<�FlT FIELD I SFE TABLES 18-14B
1 Z R
IXVANGLECUK F-
1 2 PER MULLION END.MUST BE 'd7- O N
I I INSTALLED INSIDE OF BAY MULL. yyq ep
LLION 4bp
, ; I I ,
,I I
AANG EXCUPP,
1
a N& L 2PERMULLIONFND,
` I I 1 MUST BE LLEO .(� fn
INSIDE OF MULL. -pggggg
I
TYP.ANCHOR
PERSUBSTRATE,
SEE TABLES 111.14B
✓'1 INTOwOOD.
L.� STEEL,ALUM
INTO WOW,STEEL, STANDAROCLIPTOBE EXTERIOR OR MASONRY EXTERIOR
ALUM.CMU OR MASONRY MODFIED IN-HELD. `y
ExTMOR
OEyC,ED R -p�! -+� all ,,legwphWePbtida
IA;u6diDy mS.0-1
® I ® INTO WOOD.STEEL,
® ® ALUM,CMU OR MASONRY 1 EDGE O •—
DISTANCE tela a Pre un alro
ANI
PER
OR
EIxTE �•���• • ••E •• ��1TLtl ttl rrr
PERAARCHHOR •• •• • • i •�• jRINSTALLATION OPTION O&H:
_� • • std:•''�,10ENgF'•.cL`,p
NOTES FOR INSTALLATION OPTIONS F. �V• •i):SEZOGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. .
No.56705
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.1 V X.125-MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE �d '
LOCATIONS.
2)SEE TABLES 18.138 FOR ANCHOR QUANTITIES AND SHEETS 21•23 FOR HOLE LOCATIONS. • ••• • ••• 3)) L A�TABLES 16B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE � J ,,�� •�' �•���
• • • • • •
3)THE 2X6CLIP ISNOT SUITABLE FOR THIS APPLICATION. • • • • L TIONS.
% '•.FCORIOt;.••' \��\
•• • • • • • • •
• •• • •• •• ••
A.LYNN bIfILLER P.E.
FL P.E.9 56705
• • • • • • • • • •
• •• •• ••• • •• ••
••• • • ••• • •
TABLE 1A
MWtlon Capacity Table ObOM
Opening Wldihfor 1e16ca0ysperlmlMmg-)-Opening Haight(torhotimrte2gep ng1mI om) e �
Win Win 70 in WI. Baia 16Din 120M 140 in 1801n
R¢etwodu I TMWTd 8. Raetuww I VwriHm& RxfttpWar Yta"M- ReetangNar 4�IIMenO• ReRengdw TMORW. Rwbnwl3r TMMftng. Reetan9ttim TnWrft•. RedmWder T1eNinmg. ReetmBtder 4e
1pRa•g. d# ybt
I x2x.128 aft Lwft Loaft Loaft L-ft Lwft Loat9tg l-ft Ladg Loading LoaftLoaftLoaft Lemma Loading L.,V Le.•e9 Loaft 3t U
Alum Tuba _ _ _ _ _ _
fill I' 1 11 1 1' 11 1' 1 1& 1 11 1
I II I I I 1 111 1[ 111[ 111 � 1 1111 1111 if if 1 z am
421n 1119 408 lzes 332 932 498 118.8 799 406 1019 311 89.9 408 101.4 319 62.1 406 1049 319 65.8 108 100.0 919 48.6 408 104.0 919 39.9 408 104.0 318 X0 408 101.0 310
48i. 74.9 312 all 26B 824 312 731 260 69.6 912 61.0 248 48.8 812 832 248 419 312 81.9 244 37.8 912 81.0 214 112 112 BLO 2M 28.6 112 819 244 214 912 61.0 2N N
W92B in 83,9 1 281 709 234 632 281 619 228W31.5
6.7 224 39.8 281 621 222 30.6 281 60.1 220 319 281 49.3 218 28.6 281 49.9 219 228 281 W 210 20.0 281 4&3 218 LU O 0
{, 8410 626 247 679 207 419 247 499 202 .8 198 329 24T 419 196 2D2 247 39.4 194 28.5 247 3&4 = 21.9 247 3&1 183 108 247 3&1 193 1&4 247 38.1 193 m M N
j3Sp lain 8&4 20 112 to
170 320 200 35.4 16819 163 24.0 200 289 180 21.9 2W 27.1 1W 19.2 200 269 157 1&0 200 20.0 148
6381 93.1 181 35.3 166 27.8 181 30.3 15269 149 20.7 181 24.5 146 10.4 181 228 114 t&8 tel 21.7 149(8In 28.0 186 39s 142 2L0 186 2&1 iS9it 1J8 16.4 fW 2Lo t34
721. 22.2 139 23,3 120 1&6 130 199 1187.6 118 j d
A1. 109 126 18.7 109 16.7 IN M9 t07 N Z
Mtn 17.6 110 1&2 104
TABLE 18 ANCHOR CAPACITY ADJUSTMENT FORMULA:
An or Ce of Table fibs) ANCHOR CAP,„,,, N
SOAsftta 2.78Co0orete &Gkca mdowcmu We"Mu FITVlfo4a mew (DR-)Xt ,mANCHORCAP.� N
MULLION CAP.�,,
671aEko t/seeEbo 6TIaEioo 1N 98 Elco rt0tneu rl28teal rizeteel X
Atpbm lypa alis Ebo U6m4en WEIea UOreaen tft o 3114 Eieo li0rmm 114Elm Ultraeal A99330atm Wmoae �mtlelar ealea(05)Gw w(aS) $WNW) UISE THIS FORMU LA TO OBTAIN THE'ANCHOR Y �
AneharCtlpPMtem6 X
Ease 171atenea Oak r 2 t? t 2-117 31R t• 2•i/C t 2•1R r Sita r 0.44 otos• 0.924 CAPACITY REQ111RED•CORRESPONDOJG TO AN F-
EfItK•nml Lara• Lary lora• tar/• z 1-va• 1.14• 1-L/d• f-1J0• tdta• 1-va• r lata 1418• W tes ACTUAL PRESSURE REQUIREMENT FOR THE Q .- < O
2An31.3304.76•i&F-0181andmdoroffm clip(F4 1k 3mms 390W 46000 Men MWAI
63 394 am 7406e 3741. 600 tbs e486e 9411. 44208 6W 63 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 A-hm 1.16.60e.0.o.18WWW(4rC"cop(Fig 4W 6e 760633 WA WA im WA WA WA WA WA 862 We 8856e 1120 as CAPACITY(FROM THE TABLE)OF THE SELECTED yyg(
4Attot•m0 YIN&0.Q/(2)246Att91e Olp9t(F19.3k 780@0 me's BW 033 1SWI63 063 WA 7806s 14816s BW Im 18926s bad 6s Was 1f206s MULLION.IT WILL YIELD A MINIMUM ANCHOR �- d ���
2 And=®0.46•lift O.C.111COp,W0.12S ALUM.f.4k WA TllA WA WA WA WA WA WA WA WA WA WA 716 933 CAPACITY WHICH MAY BE USED TO QUALIFY di
tAnoimr7FC69(Fl9.6k 1956e 195833 225 es 445bs oo 033 17768 310tm 18768 332ns 413. 170033 221 lbe 2W033 ADDITIONAL ANCHOR OPTIONS FROM THE
2Amtwm l.16'rabt.O.CJFCBp(Fb•Bk 2406s 350@. WA WA 80113 WA WA WA WA WA 1 3416s 442 D33 I Was I I ANCHOR CAPACITY TABLE
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
FIGURE 1: FIGURE 2: TABLE NOTES:
' DUCTRBYl.98D
. . • es
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. 1)98dIttR t/otrml ft nitb W Plod&tb&
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. --.I tow �- A4agtalmcONo � �o�,
Aato
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS SS ALLOWABLE r -
FIGURE 3: I ttiami P Central
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
HOLES TO BE DRILLEDIHE WILL WING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 2.000• 1(10 1110 t t
FIGURES SHOW SUf TED, 00) MI E Fift}.OT-ri=N5e••
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONC®ETE SHIAI4).fYTNF�RM•TO ECI CATIONS.HOLLOW AND OROUi•FlLLED .128• ` ��O••••••••• /lC�''i
ICEN,pF•.,•�'p
CONLR2ETE BLOCK 11NIT(lN1dU)SHrd L4EONFORM 7�A�766 WQpD SHALL BE PRESSURE-TREATED [I-
FIGURE
L
4: FIGURE 5: FIGURE 8: YELLOW 30U7HERN TIRE yy1Rh1R SG OFE.65.ALUM114UM48HKt•BE8083.75 AND BE A MINIMUM OF.128' No.58705
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X Y X.126•MULLION
LEAST.125 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. -'D0 see foe 0
Q t
'• !5 tv�:
• • • • • • 'ice\'3s '•<ORIDP,.•'G�C
• •• • •• •• ••
••• • ••• • • • A.LY UMILLVR,P.E.
FL P.E.#58705
••• • • • • ••• • •
• • • • • • • • • •
••
• •• •• • • e •• ••
• • • • ••• • •
TABLE 2A ® �
Mumon CapacKy Table
Opening WMth(far4E16ca11Y4{pannIq m cons)orOpening Height(for h3dmlGaiypaMna m illon6) C C
60 Nso in 701n 80 M W in 1110 in 110In 140 in ISO In
R0.eta801a1 TmWrOme. RNWGAUr TmpRBer•. Radwgim TI WTftV. Rectualft Trepfffto. Re0.mog w 7n dre l T Reete+gw T Rem r TreL Ore R T SY6 K
1 x 2 x.376 gaL-n9 L�n9 Ling Lo-ft $$Leadh�9 Lnnf• L°°�^0 �O &g $$ �j
Loat"a Lows
Mupion g$
Te
S � � � 6 � � S� � � d � 6� � � I a 1 S� Is m �
€ z
O
42 h1 170.0 820 170.0 435 161.3 682 Von 478 129.7 60 170.0 WB 1135 W2 1686 618 100.0 882 '188.6 617 00.6. 662 188.0 617 78.7 662 18&9 517 865 682 leas 617 W.7 882 188.9 817 W
48 in 121.8 607 13&0 418 101.4 607 1192 410 88.0 007 108.7 403 70.0 007 1026 309 676 507 98.8 307 8&8 007 980 398 60.7 607 09.0 396 43.4 607 085 396 We 807 We 308 W
60.828In 103.71 468 1148 370 984 458 We 371 74.1 468 80.6 301 645 488 846 360 87.8 458 81.3 84I 61.8 408 80.o 368 43.2 469 coo 358 37.0 1 488 80.0 368 1314 460 80.0 366
641n 85.4 400 9.0.3 318 112 400 80.9 328 61.0 400 727 322 63.4 400 873 310 47.6 400 840 316 42.7 400 623 314 3&6 400 61.8 We 30.6 400 81.8 313 '2&7 400 81.8 313 m S O
e01n 8x3 324 68.9 278 eL8 324 876 270 4!6 324 61.2 284 385 324 4&0 260 34.6 324 439 267 31.1 324 420 258 28.0 ffi4 40.6 263 2L2 304 40.6 263 18.8 324 40.5 263 419 N
63In 638 294 57.4 252 448 294 49.2 248 38.4 294 438 241 338 294 39.8 237 2&0 281 37.1 234 Me 294 36.2 m 224 204 33.5 230 19.2 784 334 230 16.9 296 WA 230 Ke..
68In 4&8 288 48.6 230 310 288 424 216 334 288 37.8 221 28.2 268 30.1 218 28.0 268 3L8 216 2.14 260 28.8 212 1&6 288 20.0 210 t&7 188 27.7 203 149 288 27.7 203 Z
7201 36.0 228 37.9 103 $00 275 322 191 2&7 225 03.4 188 22.6 225 28.8 188 20.0 228 23.6 103 160 22b 221 180 1&O 226 20.3 177 129 126 1&8 178 113 226 195 178
78N 30.9 102 30.0 177 2a8 1@ 272 173 21.9 202 23.0 170 18.2 202 21.6 107 17.0 202 18.7 103 18.3 202 164 103 128 203 1&7 180 10.9 702 t&9 188 8.8 202 168 158 N Z
78In 26.3 192 295 148 230. 100 2&i 103 20.2 192 220 182 177 190 19.7 189 1&7 192 1&1 107 14.2 1IG: 1&8 18S 11.8 102 t&2 167 10.1 192 14.4 150 8.9 192 14.2 160 r
00 In 18.6 144 19.0 128 t&4 144 18.1 128
Win 46.2 127 18.8 113 G
T~I-J n
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: N M
Anchor Capacity Table ANCHOR CAP.„,„„, N NN
8tda1•!x 2.7kCena4fe 35tc••. No0swl24U Fne9d4U FT1Hm4 Metaf (OP)x LION HORCAP.,,,
O71ram. U4.86flW 0716'Eloo 1N'88 Ef44 #10SWN28ke1 9128feef MULLION
Anchor Cllp Pakeme 10
AMM TYW 3118•Mon Ulfineon u4•Efeo UNW00 r eto 3118[1ao UAfeoall tN Eleo unman �p e<i0.1M u�wcoo 8o�y 8omw(OSI USE THIS FORMULA TO OBTAIN THE ANCHOR Q
Edge Iwwwe On): r etre r 2-IAr Mir r 2.Vr r 244 r 3•+r6• r 0.48' Lor IL CAPACITY REOUIRED•CORRESPONDING TO AN lL
ACTUAL PRESSURE REQUIREMENT FOR THE
EmOadmem 13lC i•97P 1-3V' t.YP 2' 1-1N' 1-1N• 1•iN• 1-iN• 1-1F1• 1-H/• 2 13N' 131r 11nbe -
2 Ano m§4.76'Min.O.C.I Btsnevda 0f m CUP it 390 ms 300 em 450 VA ego Poe 1644 Ms 2M the !eons 35111a 7�ro, �4 ma 0.0.6 8/1 648tH sot ffa tbs Geo ros OPENING,(FROMWHEN T E TABLE)
OF T EHE SELECTMULLIOED
Rl
4ADthae®1.IVMN.O.MiSW fd(mOlfeeq C101Fb•26 400011 NOUN WA WA NIA WA 300 n0. WA NIA NA NU WA sum 8951Ds 1120ne CAPACITY(FROM THE TA MINMF THESELECTED
4 AIA-0W Min O.C.I M WATOle Clp3 f M 3k 780 Ns 78000. OW Its /680ns 1898@5 5106s 080 n0. WA 780100. 740.f04 Noes 1892n0. 882 me 865103 1120100. Ml1LLION.RW6I YIELDAMMIMUM ANCHOR
2 ARMM @ 0.4r 1401.O.Q/UGIµM0.12r Anm.".4J: WA NIA NIA WA NIA WA WA NIA NU NIA WA WA WA NU 7t50.s CAPACITY WHICH MAY BE USED TO QUALIFY
1 ketM l F42fp ft.0.k 103 n0. 103 fb5 1 2250. 445 Ou87tH 136 e0. 140 b to fes 37o the i87 ns 332.6 n3 tee 1708a 22195 leo ms ANCHOR ADDITIONAL
ANCHOR C OPTIONS FROM THE
2Aoehme®1.lr AWf.O.CJ F4.60(H0.BY 240 n0. 360 ma WA WA WA 735 190 n4 N/A NJA NIA NIA WA 361 n0. 412n 5600w
TAKE
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
PRODUCPRBVISBD
m 90
FIGURE 1: FIGURE Z: TABLE NOTES: � MAIN 166 Fbd&
� � _
1)SEE SHEET 1 FOR INSTRUCTIONS ON DING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. IND
ow
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1-
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. d wall o pre 0tH o01to1 �7
FIGURE 3
3)MULLION AND MULLI 1}44LIPS NOl•TO SA0.LBi FOREJf14CT DIMENSIONS,SEE SHEETS 21-23. 1 t 1 I I I
• HOLES TO BE DRILLED THE FIEL �DS L RESTRICTIONS SHOWN ON SHEETS 21-23 2.0L
00• ���CNV LYNN 41
FIGURES SHOW SUGGESTED,AP�gp H E 3.•• ��• 11GENSF •�Fp ��
ANGLE CLIP MUST BE USED 1N PAIRS. 4)SUBSTRATES:CONCR&E S10MUCON]WIRM T041C13W SBECWt TIONS.HOLLOW AND GROUT FILLED 'mss
CONCRETE BLOCK UNiT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED = * No.58705
FIGURE 4: FIGURE 6 FIGURE 8 YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6D83•T6AND BE A MINIMUM OF.128• r x r x 37r MULLION '
THICK.STEEL STUDS TO BE A MIMMUM GRADE 33 AND.046•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT
LEAST.126'THICK AND A31bALb ANCHORS INTQ4WAL SH%;1�t TF 4%IST LEAST 3 SCREW TFSiFADS BEYOND
me THE MATERIAL.01S&0112 ANCHORS WTD V100D MAYBE STE�j.16.8 W OR 410 S.S. ���•'•• ATE 4
ttLLUU� • • • • • • %��'••FCORIOP. •��
•• i• • •• i• • i• i• '.,S,S/ONAI of f
000 • ••• • • • A IL MILL�R.P.E.
FL P.E.#58705
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 3A
Mullion Capacity Table Ibeltt°
Opening Width(far vst6ce[y.9p MM nllmons)or Opening Height(for ho62a1In6yspemtng noon)
600 BOM 700 000 801n too in I t201n 140„ lsom ��yTatt
1 X 278 x LoeBne L Lwtl Loaft LOOM* L-ft L Loa 0 L62ft T��. Reolan)fllar TroL wft t"fnr R 0.r TmLeaft L-" oafto6• 1rLmdeg �s s
.376A1uMullion
m. `
Tabe
m
420 170.0 70.0 435 170.0 7" 170.0 478 17OA aha 170.0 608 170.0 982 170.0 619 170.0 ills 170.0 52t 17&0 1240 170.0 621 t4&7 i30I 170.0 621 127.5 1301 t70.0 52L 111.6 1301 170.0 $21 J
w
w
4eM 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0 630 170.0 103 170.0 661 151.0 1139 17&0 977 Cal 1159 170.0 ON tt&9 1139 770.0 680 97A 1139 170.0 Bao 86.4 1138 170.0 860
60.3280 170.01 747 170.0 563 1170.0 ams 170.0 631 tin's 1032 170.0 1184 148.8 1072 170.0 723 1303 1032 170.0 747 117.4 1032 170.0 758 BTA 1032 170.0 768 839 1032 170.0 758 73.4 1 1032 170.0 I 765 O
540 170.0 787 170.0 812 11H.31 007/1 170.0 691 1=1 907 104.7 730 1120.0 ON 1625 720 107.5 907 145.0 714 06.8 907 141.1 710 80.0 907 140.0 708 69.1 907 140.0 708 601 807 MD.* 709 m F-
00M 141.1 735 1611 628 117.8 735 160.3 811 1001 735 71&O ON 882 738 1062 WD 7&4 79S 89.6 683 70.6 738 -.1 678 5&8 Tali 81.8 674 605 736 915 674 44.1 730 91.8 674
630 t219 06s 130.0 670 101.0 686 111.5 557 07.0 868 Me 547 70.2 see 90.1 US 87.7 88B 03.9 531 60.9 666 7M 626 501 888 751 321 43A ses 7&B 621 38.1 688 78.8 521
BtiM 108.0 See U2.4 572 88.3 69 9&1 511 715.7 907 85.0 501 6&2 607 77.1 493 589 807 711 488 650 807 WA 481 442 607 63.4 478 379 607 32.7 474 33.1 007 32.7 474 Z a y�p
T2M 819 510 85.8 449 8s.0 610 735 434 10 64.3 428 61.0 610 679 419 4&4 510 SU 413 40.8 510 WA 40.8 54.0 610 45.9 402 282 610 44.4 399 261 610 14.9 399 `2 N
Min 69.4 458 72.6 400 57.8 458 81.7 392 498 458 54.1 365 43.4 40 49A 378 $&a 488 441 373 34.7 458 415 368 2a9 455 37.7 362 241 458 36.0 NO 21.7 458 35.7
780 642 435 97.0 381 53.5 435 681 373 48.8 435 49.9 NO 40.1 432 44.7 380 36.7 435 405 355 321 435 3&1 351 26.8 435 34.4 344 Me 435 328 341 20.1 435 322 340 Q P P
Sam 418 327 43.1 200 34.8 327 38.4 266 29.8 327 31.0 280 26.1 3V 28.3 275 232 327 25.7 271 209 STI H17.4 327 21.0 282 14.9Win 34A 207 35.4 267 2&7 287 289 252 24.6 287 2&0 2111 21.6 287 2&t 241 t&1 287 209 240 f. 287 287 19.9 232 � X-1
O
108 in 242 227 24.7 205 202 227 208 201 17.3 227 16.0 1 18.0 105 co N
111 m 223 216 22.7 104 188 215 18.1 191 185 216 18.8 168 DE
4
1200 175 184 17.9 167
U O O
TABLE 3B ANCHOR CAPACITY/4DJUSTMENT FORMULA: [L
AnohorCepacity Table s __\ g
sa>boete 27kCommta 3.5300110. HoOWcmU F10OMW PT Wood Mew (OP„)X( ULLION -ANCHORCAP.® it A1%
SItr Elco im03 Ebc SHO'EMo ff4'eS Ebc #t"Wel #12810al 912 Me!
AncharC6pPattems A1Wlorrypa 3110EboM.A
p•EMeUtlmcm 3/18•EbeUareOen tirElcollMaaan
UU1mm A09mtOMr Ullmann Ap01e0etor eomw536)ttaew(ed) Bere•(os) 11SETHIS FORMULA TOOBTAIN THE ANCIiOR
Edge astow 1• 1. z•f 3lAr r 2•trr r 244 r 33118• r 0.48• 014• 5.32x• CAPACITY REQUIRED'CORRESPONDING TO AN
Emitedne99n taro• lc Sara• 2 ta7r 14r4• 1-141• t-1H• 1-17r Lint r tare• l w lades ACTUAL PRESSURE REQUIREIMENT FOtt THE
2AMhmQ4.70.180.0.0.lSIerldeda003M l3ip(Fla.tk 390Mo 00 1044 We 270611 28010 354 Ws 740ft 374 Ms 084 Nc a48 Ba 1rM 44208 68016! OPENING.WHEN IT IS LOWER THAN THE MULLION
480Wa A WA WA 38010 WA WA WA WA WA 662 ma 855as 11202. CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Amb=a r lam ox.1(2)Us A101e Mpe I ft.Sk 780`7w 15e0Ms 18980. 5400» 500. WA T60ms 740lbs 8801bs 18920. 694me 8a6Ws 112D MULLION.IT WILL YIELD A MINIMUM ANCHOR
2Anobom@0.46•Atl LaCIUC5p,MM.125•AMM.1.4k A A N!A WA WA WA WA WA WA WA WA WA 718 Ms CAPACITY WHICH MAY BE USED TO QUALIFY
tAnaMrr Fc6p(F815k 195 ms 8 Ws M5Bm 522 Ma 136 ma 140W. 177ms37olbam. 332 ms 479 ms 170 Ws 221 M. 290 ma ADDITIONAL ANCHOR OPTIONS FROM THE
2A.W-®1.18•MM.O.CI FCep(Fla.ek 240W8 A WA WA WA lee lbs WA WA WA WA WA 341 On 44282 5001N ANCHOR CAPACITY TABLE
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �CIRCLED VALUES ARE USED iN THE EXAMPLE ON SHEET 24. ODIJCI'R7;DISI
6srI1}LtheFlo7lde
Cede
No
FIGURE 1: FIGURE 2: TABLE NOTES: {>� Z
• • • • � 1.0(10" r
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ado Product Comrel
SEE SHEETS 2.4 FOR®SNE%%WSTjlll{TION WETH(3DSy •• 11111
2)LINEAR INTERPOE4TION MULL LL LEN(;H�LNWOFIOPENING WIDTHS IS ALLOWABLE. ��� N•(LYNN q rTii
FIGURE 3: • •• • • • • 000
•• • 2.760'
3)MULLION AND M Cf�I 7a.�HAAAvwwwy',ty9ARL 6jtY7 7'98 FOR EXACT DIMENSIONS,SEE SHEETS 21.23. P: F
a] HOLES TO BE DRILLTHEIH.D FOLiOW@TG '98 CT SHOWN ON SHEETS 21-23. = No.58105
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - _
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFK)ATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BL kNIP S TF8FWOASTMe4MWGCVSHALLBEPRESSURE•TREATED 376• `� S Rie�rs.'4�
FIGURE 4: FIGURES FIGURE 8 YELLOW SOOT PIN ITH AN O OF 0.55•ALUMIINUM BE 6063-76 AND BEA MINIMUM OF.1217 %�� '•,
. THICK.STEEL STYIIS TO SE A MAM iG ORADt 33 AifD. THI 18OAUGE).STRUCTURAL STEEL TO BEAT 1' X.376'MULLION i�� •.'C�ORIO`.•'G,\�
LEAST.125'THICK AND A3WLL ANCHORS I NTp& At
EXT AT LEAST 3 SCREW THREADS BEYOND ........
�! THE MATERIAL!JAl(Ap#1214NCHORS W*WOOD MAY BE STEEL.1W S.S.OR 410 S.S. A LY R NNLLEIZ;P.E
FL P.E.#58705
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 417
Mullion Capaefty Table am '+
OponingWidth(for verfiewsperwrem-la 92)o7OponingHeight(torhmiadtlalyspamhgrmftm)
Bola e0In 7010 so In I 01 I Iooln 12610 140 in Isom 1�di o
1x2.76x Reofangulm TraDlT - Reaimgtdm Tmwrrienp. Reoten8utm TrepTda•. RedertBdm TmpTdmig. Reomn•der VWnIml9. Reatmgdar TraP'fdenH• Reoteo9dTrep7dam filer itepJi6mr8• 48
.660 Alunt
Loaft tmft Loaft Loaft Loadtrg Loaft L92dfm Lmft Loaft L92dm 1,92609 Low I'lle 8 twAhm Loadn9 Laaft Lwft LoaM�$e•, �.:+
Tubo
Mu610n N Oo .Ot1 F
Z
421, i7OA 8N 170.0 435 170.0 744 174.0 478 170.0 688 170.0 605 170.0 892 170.0 610 170.0 1115 I70.0 em !MO 1240 17&0 Oat 170.0 1488 170.0 521 166.7 1920 170.0 621 136.0 1820 170.0 521
4861 170.0 708 170.0 624 1170.0 860 170.0 684 170A 802 17&0 530 170.0 1133 170.0 881 170.0 1275 170.0 On 170.0 1417 170.0 M 141.7 1417 170.0 080 121.6 1417 170.0 880 106-311417 17&0 880
50A761n 170.0 747 170.0 863 1170.0 898 170.0 031 17&0 1046 170.0 664 170.0 1198 170.0 723 152.0 1280 170.0 747 1 140.3 1285 170.0 756 12t.91 1288 170.0 788 104. 1288 170.0 768 01.4 1288 170.0 758 w 0
641n 170.0 707 17&0 892 178.6 059 174.0 881 170.0 1110 170.0 781 150.7 1130 17&0 603 133.0 1130 170.0 837 120.6 1130 17&0 858 IOU 1130 17&0 SH88.1 1130 170.0 681 75.3 1130 17&0 801 m ~
m J
60 In 170.0 886 170.0 701 148.0 816 14Z9 781 126.0 016 141.6 748 1089 016 1323 736 07.8 016 1239 728 87.0 816 118.6 720 732 815 11fA 716 82.8 816 114.0 718 84.9 915 114.1 718 4�
631n 161. 830 1619 710 126.6 830 138.9 694 105.6 030 123.2 661 84.0 830 I= 670 84.4 530 104.8 882 7&9 830 98.4 VA 83.3 830 91.6 549 642 830 84.1 849 47.4 830 81.1 040 (�
Z W
88 to 132.1 767 140.0 960 IWO 767 11&8 836 849 767 1969 824 OSA 751 96.1 614 7&4 767 59.1 800 65.0 787 842 600 05.0 757 78.0 681 472 757 76.2 681 N9 767 78.2 591 0. 11
721n 101.7 &t8 109.8 562 84.8 836 91.0 540 50.1 630 Me 818 772 621 58. 896 80.0 014 50.9 038 82.3 608 42.4 We 87.2 500 30.3 538 513 487 SIA 898 552 497 � Z
ffj
T8N 885. 571 00.4 498 72.1 57t 7&8 486 675. 470 64.1 SH SOA 471 45.0 571 555. 484 43.2 511 61.8 459 38.0 671 47.0 451 WA 571 44.8 N7 275. 671 44.6 448 ]78 In 801 642 83.4 474 85.7 612 705. 483 57.1 542 92.1 458 50.0 EQ V41AffO44240.0 M 47A 437 3&3 642 4L9 420 28A 642 40.0 425 25.0 542 40.1 423
1. .
407 63.7 381 43.4 407 4&4 585 372 407 38.8 349 392.6 407 2&0 407 20.8 334 21.1 407 25.1 317 189 407 24.1 S?2 i&3 407 2&0 810 ��� C
350 M.1 320 3&8 368 972 314 3&7 368 325. 308 2&8 3B 21.6 368 24.0 285 179 368 21.0 289 16.3 358 182 281 _283 30.8 258 25.1 A- C
00
283 21,6 247 185. 283 1&1 283 185. 237187 28.9 142 23.1 287 20.8 236 17.3 287 aV fn
220 2ES 208 18.3 22918.2 202 Q X G O0y 0
TABLE 46 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0. �p
All Or Table ba It
Substrata 2.1k fbnarew SAM Cam. Ra0m 1U FnedCW PT Mead (Ol?„)X ANCHOR CAP.,.�„�\a SDR CAP., -•9 •••1
8M8•Ebo Va•98Ebo 6118•Eko tw•aeEbo 510 steel 612 steel 8126t¢el MULUONCAP..®,.s.
AnOharClpPatteme Anohorlypa 9/t8'EIaoU9teeon tw•Ewolnaaaon u0reeon 3r18'EIeoUSreaon 1/4'EboU&eo92 A90m0ab Ulimm Ame0dm Bomx(05)ft"(95) eaew(Os) USE THIS FORMULA TO OBTAIN THE•ANCHOR
Edge Otamme 007 V 24w I. 2-Ur 3.1191 1• 2-t2• r 241/2• r I 3.110' r &48• 0.64• 0.324' CAPACITY REQUIRED•CORRESPONDING TO AN
Embednaa Isar• 14/s lair law• 7 1-ea• 14r 1.1M 1-114• 1-tW 1414• r 1448• 1.3w• 1Mea ACTUAL PRESSURE REQUIREMENT FOR THE
2Amhme Q4.76.6&t.0.&l Gtand rd a 009251 COP".17 39015 390ft 450801 890 tD5 1644 ft 270 015 2M M 354 ma 749 PA 374 roe 664 ft 94$ft 9921 @s 21692 680 fb1 OPENING.WHEN IT IS LOWER THAN THE MULLION
4 A,dmm®1.16•Mm.o.&/aaMa d(ao6ae0 Clip ft 27 480 lbs 700 Am WA WA WA WA 380 lbs WA WA WA WA WA 682Ote 1120 ma CAPACITY(FROM THE TABLE)OF THE SELECTED
4Aro6me@rmm O.O./t2J25 Angle Cl"I •79.4 760101 780015 SW ms 15M IW 1895ma Sao ma 560 me WA 760Pos 748 lbs 9W ma Iss20�a 682im 1120 roa MULLION.IT WILL YIELD A MINIMUM ANCHOR
2And=Q 0.45•LtL QC.l U4:9p.Bd5.12S Atom.ft.4k WA WA WA WA 1w5. WA WA WA WA WA WA WA ?a ?loft CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anehor/F42Ip(Fp.67 195 ms 1950» 22680 44866 822x692 196®5 140092 177 On 370 GO 187 ma Jill 473ms 170(92 221 abs 290015 ADDITIONALANCHOR OPTIONS FROM THE
2Anohom 1.16•MI,.O.C/F4aIpftSt 240015 38005 WA WA I WA WA 190Iba 79A WA WA WA WA341@5 44210s 6BOBw ANCHOR CAPACITY TABLE. RODiJCI'R$tpg,8O
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (".,::)CIRCLED I
VALUES ARE USEDN THE EXAMPLE ON SHEET 24. wome PPod�
No
FIGURE 1: FIGURE 2: TABLE NOTES:
1.00(•61
1)SEE SHEET 1 FOR 94STRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 9201! do Predncl COntrd1
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 1 t t l I I l l l
2)LINEAR KIERPOLAT0:BETWEEM MNLL IEN%T%A40lobOP99%WIDTHS IS ALLOWABLE.
FIGURE 3: • • •• • • • • • �.��0•.•,GENS..�e(�./�i i
MULLION AND MULUOftiP3 Ski Ndr TI�AESNO`%MPFLOR IXACT DIMENSIONS,SEE SHEETS 21-23. 2.760' Q�. F •.'p
• . . . HOLES TO BE DRILLED NI JHE F� �E TONS.Ff-IMCTIONS SHOWN ON SHEETS 21-23. s�
FIGURES SHOW SUGGESTED,APPROXIMA HOL LOCA 1 No.58705
ANGLE CLIP MUST BE USED 84 PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ,
CONCRETE BLOCK UyR(C HALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TRFJITFD awr
ZR �S:•I!/
FIGURE 4: FIGURE b: FIGURE 8: YELLOW SOUTHEf�1 PIyyE�AN 8G a1Fa6 55/Q�NUM SBEtOaINfT6 AND BE A MBJIMUM OF.126' a'• S 5.7E 0
THICKSTEELSTUIZST(SBE/tiMMIMUM E33 .046' t2C(18 AUGE)STRUCTURAL STEEL TO BE AT %� '• RLO�DP,.•' \�
LEAST.128'THICK ANDA48.ALL ANGHOR�INTO TAl T LEAST 3 SCREW TF8tEA0S BEYOND t•X z.7s x.1169 MULLION F
THE MATERIAL 810&502 ANat HORS INTiD WOOD F`Nf BEST JBe 3 R 410 3.3. ��� � NAl E ��•
�ll��JJ IUL�llll�� ••• • ••• • • • A,LYNNtMIL,LER,P.E.
FL P.E.#68705
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 5A
Mulllon Capacity Table ba7R �
OpenIllgWldth(Wvartle spamingmi om)or nbtpHelgM(WrbaiamlteyepaWrCmullore) yy�y77J^�
6910 801n 7010 8041 0010 71010 1 74o1. 15oln 13 •
RedmrgWer 1He91fil•1g. Realert9uter Tta7JTaer54 ReolarOalar DaRr7a6r•• Reetmgular Tre0rt0eng. ltedargWer 71-3 8• ReotengWer 11np/fllartg. tieWalgela irep7Mmg. 110a1en•1er 1tePr7aan9 Rw argWar I Repf'06mm9. o
1"x3.128"x Lo9d6• Louring Lewin• Loaft Loaft Loaft Loaft Loaft Loadr• Log" Lwdw Loaft Loeda9 1.1101119 Leadt Loaft Loaft haft �Y Z
AW Alum
Tube Mull
1 1
o �
421. 170.0 820 170.0 435 170.0 744 170.0 479 170.6 668 170.0 508 170.0 092 17&0 810 170.0 ills 170.0 1 521 170.0 1240 17&0 621 170.0 1488 170.0 521 1740 1735 170.0 621 154.4 ISE 170.0 521
481. 110.0 708 170 524 170.0 850 170.0 584 1700 B82 170.0 830 170.0 1133 170.0 687 170.0 1276 170.0 677 170.0 1417 170.0 880 157.7 1677 170.0 6710 13&1 1577 170.0 880 1752 1577 170.0 880 N
KOn in 170.0 747 170.0 583 170.0895 170.0 631 170.0 1018 170.0 654 170.0 1105 170.0 723 170.0 5346 170.0 747 170.0 1484 1740 756 141] t495 110.0 768 121.6 1185 170.0 768 166.3 1495 176A 785 W O� O
541. 1740 797 170.0 612 170.0 658 170.0 891 1740 1118 17W 754 170.0 1275 1740 503 188.1 1401 170.0 837 149.6 14M 1740 5511 124A 1401 170.0 set 108.6 1401 170.0 eat 93.4 1401 170.0 661 m
tb N
610 1740 886 170.0 701 170.0 1083 170.0 787 165.6 068 170.0 US 111&? 1166 187.0 926 123.3 1166 155.5 917 111.0 1165 149.7 410 V-5 1168 144.5 903 79.3 1158 144.5 903 89.4 1156 144.6 903
8310 1740 930 170.0 746 168.0 1069 170.0 650 187.0 1018 168.6 880 119.8 10{9 141.7 B15 1045 1049 13to Me 95,9 10(8 12&6 828 790 IOW 119.3 620 864 1049 1182 819 590 100 118.9 619 �
Z
a8 in 188.8 gas 170.0 789 139A 965 161.3 ON tilt 955 133.7 788 1042 955 121.4 778 920 965 IVA 780 63.4 955 1044 757 59.6 W 98.8 719 69.6 WB 9&7 748 52.1 955 88.7 748 11077
7210 126.0 OW 131.0 697 t07.0 803 114.8 682 013 603 tol.1 670 80.3 800 91.2 880 71.4 803 830 849 1172 803 780 042 53.5 603 722 632 4U 803 We 628 40.1 6W 69.7 827 ] N Z
761. 1092 721 114.1 on 01.0 721 97.0 816 780 721 05.1 606 58.3 721 78.8 59S 60.7 721 70.1 685 58.8 721 65.4 579 45.6 721 68.4 689 39.0 721 We 884 34.1 721 58.1 ae3 r �(•
min 101.0 684 105.4 84.2 684 NA 687 722 004 78.4 676 89.1 884 "A 507 541 854 64.4 636 846 684 590 551 421 Sao 54.1 541 341 664 51.3 638 310 ON BOA 534 e^
O
11010 8&8 611 10.9 188 646 814 678 410 470 614 WA 440 41.1 614 44.0 433 96b 814 40b 427f1 514 37.3 421 210 811 390 412 2b8 614 �A 406 10b 814 2&D 410 F Y?
0810 542 452 5&7 404 452 452 47.0 3% 3&7 452 400 390 330 452 38A 361 30.1 452 32.0 378 27.1 452 302 373 22.8 462 283 38S 19.1 462 2<2 359 180 456 228 356 N O '-
10841 38.1 367 38A 332 31.7 367 327 317 272 357 280 312 230 357 252 30B 27.1 357 21.7 303 140 357 20.6 288 16.9 357 18.0 293 t&8 957 192 287 170 367 16.0 289 rWN N_
-t
11110 35.1 336 35.6 308 29.2 335 30.1 301 25.0 388 28.1 268 21.0 338 2&1 202 148 338 20.8 286 17.5 338 19.0 284 110 338 18.6 278 120 338 740 278 71.0 338 100 289 'r M (O f>q
72010 27.7 288 282 263 23.1 289 23.7 289 19.8 289 203 tail 17.3 10.1 210 1&4 289 10.5 249 138 289 14.8 245 110 289 12.8 210 0.0 289 11.4 238 8.7 289 10.1 232 Q X = (0 ^�
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnaborCapacltv Table 9 ANCHOR
3099. 27aCOM &skein. H amu FEW cetu PTwem rand (DP_)X( )r.ANCHORCAP..m
6nar alto v4•S3 etc 6.711 Eeo yr 33 Euo floated e128ted ate stem MULLION CAP.m„m,
AnchorCOp Patterns Aralror llpe 9770 E1[9 UOram Ir E7toUatatm Sic EltoUaarm Vr Ek00018tOn
u6recm AggeOsla ubazm AWaMor SCMW(GS)Snetr ltd sttwv(66) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Ease ndame 6n) r 2-ur r 2-vr 3110` r 2-vr 1 2-vr r 3.1111 r 0.411• o.6r 0.82r CAPACITY REQUIRED•CORRESPONDING TO AN
EmOe•nmi tsrr tar 1-314• tar r t-u4• 1-v4• 1.7/4• 1-v4• t•t//• 1-try r 1st• tag• tales ACTUAL PRESSURE REQUIREMENT FOR THE
2 ANIM 494.76'60n C.C./5teMeN VON,-., 390bs 399 Re 460M ago M t Ib9 27005 20011 98101 74001 97/ms was 9sBm s6t®s 44208 Geo OPENING.WHEN IT IS LOWER THAN THE MULLION
4AMIM®1.15.5710 C.0/Slalmra(or Md)COP 09 2) 4800A 700®a tu, WA 1//A IIA 386 D5 IIA ISA N/A ILIA Hua 1 682ae MRS 1120116 CAPACITY(FROM THE TABLE)OF THE SELECTED
4Anclen®3'Slln.C.C./(2)25AW6 /8193) 78D VA 700 we wes 15684-3 INS 05 610go 6e00s MA 7601Gt 748 b6 am 95 1892®9 682IDs 86511e 112D tM MULLION.ITWB.L YIELDAMINNUM ANCHOR
3.0111111111 Qo.43•Inn.o.D.1 u-09p,4ao.i2S aqua.(F7g 4) IIA 1ua n/a 1uA 1uA x01 wA HrA Hw+ fuA ruA ruA IUA IVA 1073 b9 CAPACITY WHICH MAY BE USED TO QUALIFY
1Arcterrr•c9p(Re 4 t�ob 195 m9 225b 4460e Bab 196.9 140 b6 I"M9 170106 187.59 332106 47326 170]6 221 Me 280911 ADDIIIONALANCHOR OPTIONS FROM THE
2AnchM t.18'rdln.o.cJFCf o 210 b6 3?o1m ruA WA V-A- 1ua 1Wma u01 tut ua ruA mA 311®9 44211. 66065 ANCHOR CAPACITY TABLE R00T1L'1'RBV138D
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. onmpfylay wtb lb6 PlwiOa�•-
FIGURE 1: FIGURE 2: TABLE NOTES: o � b
• • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
Pradeel tml
• • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
ti(11111r/I
•• ••• • • • • • ••
2)LINEAR INIERPOL$TWNBE�T•WEN .Lk�VO'1�1S=VROPENING WIDTHSISAtlOWABLE 3.128'
FIGURE ffi 3)MULLION AND MULLIOpICLIPS SHIO�/N EREaIOl�TO E F,(�,�'��,•CT DIMENSIONS,SEE SHEETS 21-23. Q�.•• �1GENSF .Q
Fo
• • • HOLES TO BE DRILlJ3DIN TF(®Ri90 FOYIOWIN�DIN��iia'RICTIONS SHOWN ON SF2cE15 21-23
FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. N0.56705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOOY•UNIT(P j6�SHHALL CSN OAST DSHALL BE PRESSiIRE-TREATED �y•,
j t� gQ 5 [(��
FIGURE 4: FIGURE!i FIGURE& YELLOW SOt1THlRN4PWE WITH AN SIP Or♦0 65 1LMMUhT 1ALL 8�3 TS AND BE A MINIMUM OF.128" p •, /TATE Of ft/
1'X 3.126'X.5'MULLION
THICK.STEELS'RIDSTOBeAMINNSUMORADEd1AND.04b�TFOCK GAUGES STRUCTURAL STEEL TO BE AT (1.1/FMULLEON) '�� LORtOP,.•'G\��
• LEAST.12b'THTC ALL 1$1CHORS INTOMETAL SH!!L IXTF►ID AT LEAST 3 SCREW THREADS BEYOND
S C1
• • �L• g •
THE MATERIAL 1 812 ORS O WOO IlIAY BE STE@l,18-�916.OR 410 9.S. �/S�OnIAI
• A LYt�I�rAY11LL�Ii,P.E.
FL P.E.#66705
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 6A
Motion Ca ally'Fable PWA)
Opening Width(for vadcallpsperWngnvA 8)or Opening Height(for hon2olRe Mmtftn) Q!
5014 60In 701. 801. 9013 1006 1201. 140rn 1601. YS
ReotanWierTiap/Mvg. Riete�ut4r Trep?de1p. Rmiw181er T1e"W4 Re,enp*'I T-Wnla* Ras11nP9u 77ep/Neng. ftateaw ftfaft fttmD. Tt•JThmg. ftftmft Tspmina. Raftatsr 'ftomhn0. pInd
Ix4x.126 tome $$L1ad� Loadma loadn9 loading Lced39 L=ft L-ft lo�ro L14•n9 Loaft Ubft I•oed 9 1001M Loader Uaft L"ft Loaft 62! i
Alum.Tub
Mullion a � if
Is 11 if I I I I 1 11 1 it 11 11 1 111111 if 11 if 11 11 11 if 11 11 H if if if 11 if 111 gym FNF
421. 170.0 We 170.01 438 170.0 744 170.0 478 170.0 170.0 609 170.0 992 170.0 819 170.0 1116 170.0 521 170.0 1210 170.0 624 170.0 1444 170.0 441 146.6 1489 170.0 621 127.8 1499 170.0 821 W
40 In 170.0 706 170.0 624 170.0 no 170.0 644 170.0 992 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 W thea I= 170.0 644 130.3 1303 170.0 NO 111.7 IMS 17&0 Gee 97.7 1903 170.0 eM
W
60.8261n 170.0 747 170.0 No 170.0 898 00.0 831 1710 1048 I7OA 884 170.0 1198 170.0 725 169.1 1238 17MO 747 140.5 We t7&0 He 117.1 1238 170.0 769 100.4 1x16 17&0 768 87.8 1235 17&0 768 � �M N
641. 170.0 707 1700 612 170.0 968 17&0 691 17&0 1116 170.0 784 164.4 1166 170.0 90:1 1372 ilea 170.0 837 123.6 1t58 670.0 868 1029 1158 1T&0 881 863 1168 17&0 881 773 1168 170.0 881 LU � O
M1. 17&0 888 170.0 701 16&7 1842 170.0 7W 1429 IOU 181.1 832 125.1 1062 148.7 ON 1112 1042 t3aA Oct 100.0 1012 130.2 Tai 83.4 1042 125.1 762 71.6 1042 12&1 M WA 1042 125.1 782
W 1. 170.0 M 170.0 748 151.2 992 183.8 818 129.8 992 144.0 799 113A 982 131.0 782 100.8 M t21.4 780. 90.7 892 114.8 758 75.6 992 10&4 749 04.0 M2 10&0 744 5&7 9M 10&0 744 J
N 'd
0.81. 16&4 9W 170.0 789 137.0 067 148.0 780. 1141 907 130.3 744 103.4 947 117.7 762 81.9 947 100.7 739 827 917 1022 721 8&8 947 93.1 713 44.1 447 94.0 711 61.7 847 94.0 711 Z U�
F12' 135.9 849 142.7 737 1132 $0 121.8 722 97.0 90 108.0 708 84.9 849 98.4 898 78.6 849 88.7 US 67.9 819 82.7 678 69.6 80 760. 839 48.5 M9 72.8 252 42A 949 72.4 Mt � W
118.6 762 120.7 686 98.3 762 tOZA 662 82.8 782 80.0 640 72.2 762 8&9 628 80.2 782 74.2 620 67.8 7e2 44.2 BW 4&1 782 BtA 802 410. 762 69A 6W 38.1 782 89.4 696 y
g10&0 721 111.0 8N 89.0 724 84.6 821 780. 724 82.9 809 BBA 724 74.4 698 N.4 724 89.1 691 63.4 721 834 683 44A 721 67.3 673 382 724 Ma 667 3&i 724 616 eM
W$ 643 71.8 483 560 643 80.7 474 497 MS BU 488 43A 613 471 458 386 613 429 462 MA 613 386 446 25A 50 34.0 438 24.8 843 32.1 430 21.7 843 307 428 67.3 478 60.9 427 47.8 478 49.7 N9 40.9 478 432 N2 36.8 478 3&6 4W 31.6 478 34.6 400 282 478 320 344 23.9 478 28.1 368 20.6 478 25A 380 17.9 470 24.2 40.3 377 41.1 341 33.6 377 368 335 2" 3T/ 30A 330 25.2 377 2&6 325 22.4 377 24.0 321 257 377 22.0 317 1&8 377 19.0 310 14.4 377 17.1 304 37.1 357 37.8 323 30.0 367 31.8 318 28.5 357 V.8 313 23.2 357 24.4 908 20A 367 220 305 1&6 367 90.1 301 1&4 357 17.4 204 x
1206 20.3 309 25.8 279 24.5 30B 26.1 274 21.0 308 21.7 270 tea 309 10.2 180. 390 170. 263 t N
1446 17.0 212 1 1721 196 Q X 0 O
a 4e
TABLE BB - pnc rCa a Table ANCHOR CAPACITY ADJUSTMENT FORMULA: �
Subsbtte: 23k Coml,e &5k 0000. H00owemu F'OIed CAW PTNmd �y (pp )X jANCHOR=..:::)=ANCHOR CAP.,,,
N78'Eko 114'80Sw 51W Eft IW88E-ko 0.10810.1 0121111, 912910.1 \\MULLION
Anchor CSP Pattems Andwrow 3/18 go Umasal 114•Eks U9 mm LIM= 31C Ebo Nbeoon yr Eko un3leon AWm6,4t 0044 A9preoakr 8s lobi Saew(G.5) smew(Oa) USE THIS FORMULA TO OBTAIN THE'/NICHOR
Edge Mtn"M) r 2-1/r r 2-ve 3.11• r 244 r 2•vr r 344 r 0.45• 0.54• 0-w CAPACITY REQUIRED*CORRESPONDING TO AN
EmbedmW(Ink 14W 144 1.314' 1414' r taw tau• 1-110 t-1/4• 1.1141 1.W r 1415 i1w wan ACTUAL PRESSURE REQUIREMENT FOR THE
2anbm.®4.756,30.0/8teroledorOBeet(2pffla.t 390 ma 386 ms 430 ms 190 ms 181403 210 ms 230 lbs 384 ms 740810. 374 PA Ibs 9481W 3410» 4 las 6BOIM OPENING,WHEN IT IS LOWER THAN THE MULLION
4An6hae 0 225 613 o.0./SUMM(0r0a7e0 Cop ft 4 Me Ms 7M mt 580 me 1410Iba 952 ms WA 560 rot WA am as WA $0011s WA 442 ex 685 me neo me CAPACITY(FROM THE TABLE)OF THE SELECTED
BAnobom®IAV MEL o.O/BlMmd("OftenCdlpft.4) 9W ma 14M ft WA WA WA NW 760103 WA WA WA WA WA 13e3ms Imp* 2240ms MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Amhxs@7NMO.C.1(2)a5Angie 09psIftak Mlbs 7aoms Mob, /Motbe I=ths Mo ma 560 ft WA MO ma 74e1m Moms t69ama 442 ma 644 me 1/20305 CAPACITY WHICH MAY BE USED TO QUALIFY
6 Amhms Q S MIR O.C./('p 0.5 An9l Caps I ft.6): 1170 ma 1110ax 1020 ms 2340 ms 2844 ma at*ma 840The WA 1140 The 1122 On 1320 me 25M ms 1022 ms 13270. 1M0me ADDITIONAL ANCHOR OPTIONS FROM THE
me 49
4 Awt0.47WL 0.0,/U421p,k4o.12V Alm.(Fla.7K WA WA WA WA WA WA WA WWA WA A WA WA WA WA 14300s ANCHOR CAPACITY TABLE PRODUCTREMED
2Amhots®235 Mm.O.CJ F4Mp ft 87 =ft350 me 290.lbs 7M me 47a ms WA MOM WA 318 ma WA 4401ba WA 341 mt 442161 6600s ���s7tlh1Lel9odde
4 AWhas 1.15 Mm.O.CJF 480 rA 700 ma WA WA I WA I WA I 300ms WA WA I WA I NA I WA M2 me IBMIm 1120 ma A 71.15 +11A
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 'I 1.000• )-- �.l•.
TABLE NOTES: - +llan'tl 8 Get of
FIGURE 1: FIGURE 2: • FIGURE 3: • FIGURE 4: • FIGURE: FIGURE: 1)SEE SHEE-PlIFOR MWRVCTONS ON USIIIG TiIE TA"S AND SHEET 25 FOR INFORMATION ON LOADING.SEE
• • • SHEETS 2-IFOR GENEAhL INS'A LL:T� I MOTHODS: \\`\��p�1�,LA"IV
........'/((
• • • 2)LINEAR INfWOI.A*'$)N BETtEE!•MQLL VVHS kf/OR OPENING WIDTHS IS ALLOWABLE. P�;.• \,\CENSE ••.F.P
• • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE!NAT Ta KALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4' No.50705 '
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW =
FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. - c
• • • • 4)SUPS&ATE1.�8NCRET#IF�LL��IQFORM TC 3A CiFICATIONS.HOLLOW AND GROUT-FILLm � r 2� �j •((J��
• • • • CONCiETEBLOGICUNIT(��$HALI•CONFORM� 90.WOODSHALLBEPRESSURE-TREATF�YELLOW .126' �:�'1` '•.,FLORIOP.•' \?:
• • SDUTHBR*PW BWITH46N SGkOF 0.56•ALUAI�IUM 6063-T6 AND BE A MINIMUM OF.126'THICK.STEEL �!
STUDS rF A MMMUM GRADE 33 AN0.046"THW *(18 436WE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK
s
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. ANDA )tL ANCHORS INR}64tTAL(SHALL EXTERD AT L92AST 3 SCREW THREADS BEYOND THE MATERIAL @10& 1•X 4•X.125 A.LYNN�UIILtL P,P.E.
N12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#68705
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 7A •
Mullion Capacity Table ObsM �
Opening Width(forvarft .spamng mlilWn6)retgh
C mrMg Ht(forhotho *Spard�moons) 140 In 180N a!
so In BBN 70 in so In 90 In I
iX4X.378 Noelm�Odar T1gdfM�. R9olen0ffa TWARdam• Reot9nOmm TrapRAeat9. Iteale•149r 7Yep7MeAp. Raolen9dar TWpTdaag. Retlen9Wa 7'mp17dan0. Reoteapmr ltepl7daa9. Peetert�m TmWmaB. ReUeaOidu Treplyda�. �a
1.091100 1..091109 Leaft Lomft Waft LOedq Lo"no Lwft Lwft L-ft Lunt Lsadng Lowing L.09dero Looft t.-oft taadlntl Loaft Y
Alum.Tube
Mullion to
a
42 In 170.0 a= IVA 430 170.0 744 170.0 478 170.0 886 170.0 See 170.0 982 170.0 519 170.0 1118 170.0 621 170.0 1210 170.0 621 170.01 140 170.0 621 170.0 1736 170.01 821 170.0 ISM 170.0 621 J
48 In 170.0 706 170.0 824 Me 860 170.0 SIX 170.0 992 170.0 030 170.0 1133 170.0 681 170.0 1275 170.0 877 170.0 1417 170.0 We Me 1700 170.0 880 170.0 1983 V0.01 880 151.8 WA 170.0 We
50AN In 170.0 NJ 170.0 683 170.0 888 170.0 831 170.0 IM 170.0 ae4 170.0 1196 170.0 723 170.0 1316 170.0 747 170.0 1491 170.0 766 170.0 1703 170.0 768 168.0 1818 170.0 768 138.6 1819 tt0.0 788 w L to
0
84 N 170.0 707 170.0 812 170.0 886 170.0 681 170.0 1118 170.0 764 170.0 1276 170.0 803 170.0 1494 170.0 837 170.0 1694 170.0 am 169.8 1789 170.0 881 137.1 1789 170.0 881 120.0 179 170.0 861 m H
BON ITMA 888 170.0 701 170.0 1083 00.0 79 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 ISM 170.0 988 166.5 1819 IMO ISM 129.6 18tH 170.0 1061 111.0 1619 170.0 1063 97.2 le18 06.0 1063 J
Win 170.0 We 170.0 748 170.0 1118 170.0 850 170.0 1309 170.0 940 170.0 1488 170.0 1015 166.7 1642 170.0 1078 141.0 1642 170.0 1122 117.6 1642 186.E 1148 100.7 ISO 1679 1167 Sal 150 107-9 1157 .�
BB In 170.0 974 170.0 768 17MO It% 170.0 SW 170.0 1384 170.0 1002 1809 1472 170.0 1086 1429 1472 168.8 1148 1269 1472 164.8 1130 107.1 1472 147.8 1108 019 1472 148.0 1104 80.3 1472 148.0 1104 Z
72N 170.0 1083 170.0 WB 170.0 1276 176.0 1009 180.8 5920 188.2 1101 132.0 1320 149.9 10� 117.3 1�0 137.8 T
1320 I2tL8 1019 66.0 1910 1179 1024 76.4 1 1124 1013 BBA 1320 112.6 1012 r2 Wa
3 78N 170.0 1122,170.0.037 1499 1184 169.4 1013 128.2 1164 1309 984 1122 1184 126.7 978 98.7 1161 116.5 1184 1079 852 74e 1161 97.6 6i6 84.1 1184 93.1 827 �.1 1184 923 D� ,�j (n Z
78N teal 1124 170.0 987 138.4 1124 147.0 066 1189 1124 1268 047 1039 1124 Me 931 923 1124 1059 1124 088. 900 69.2 1121 we 890 59.3 1124 84.3 881 51.9 1124 83.2 078
90N 108.1 844 111.8 780 90.1 811 918 736 712 844 821 721 879 8N 73.3 712 80.1 814 88.8 840 81.4 SO 469 SO 542 Me 38.6 84! 60.0 SW 33.8 844 47.7
98N 89.1 742 81.6 683 742 742 772 852 83.8 742 872 Bft 66.7 742 689 T4142U
742 61.1 7Y2 40.8 814 37.1 742 43.8 800 319 742 �.8 690 27.8 742 37.8 884 N n O
O
108N 82.8 We WA 1130 52.1 688 Me 821 44.7 60 489 613 39.1 686 418. 688 37.3 US 34.2 492 72.1 088 28.8 481 222 686 28.8 472 18.6 00 247 468 (n N
111 N 87.8 666 68.8 tl03 488. 888 49.8 !� H.2 888 /29 487 388. 686 36.0 838 34.2 866 91d IW 24.0668 21.8 418 t0A 666 22.4 442 N120N 46.8 178 488. 433 38.0 476 99.0 428 328 476 33J 410 289 478 299 478 26.8 476 248 401 f8.0 478 21.1 396 16.5 478 183 387 14.5 170 172 381 x Q
114 N 28.4 370 28.7 306 220 330 22.4 301 16.9 S90 199 297 18.6 330 17.0 Cal
TABLE 7B _ ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnOhorCa of Table s � �
e 2.7x canrme 3152 cam. Im008CMU Fmm c w PT Wood (DP_)X_ANCHOR CAP"O°°')=ANCHOR CAP.,
eFW Eko 114.88 Elan&t8•Etoo U4•�Ebo 010 81991 8126EW 812 SW MULLION Cd4P.,,,,n,,,
An0lterClpPegeme Andpriype 3119 EfooUlbeoa0 1/4•EboUBrae4n 3118 Emol6treoon it4 EbeU2Wam
10.5-16.00 AS0m09W LI moon AMMOstor 8e (OS)BMW Ins) BonW(445) 113E THIS FORMULA TO OBTAIN THE ANCHOR
Edge IXebrse M P 2-tJr r 241r 3-IW r 244 r 2.1rs' r 3-lAr r o.w• .01.5-1• .0-18-1• CAPAC)TY REQUIRED'CORRESPONDING TO AN
EWbmment 1.34• 11w 1-31a• tato• r Mir t-tw 1.114• 1.114• Mir 1-114• r 1418• I-W 9819-1 ACTUAL PRESSURE REQUIREMENT FOR THE
2And ms a4.75 Mh aC.1 Stondard a06sel CUp ft.%2): 3809s 390 on 480 ms 89069 tau rot MIM MD* 354 rot 140@8 374 Ins 884 ms M ibs 341rot 442 ths 880•-1 OPENING.WHEN IT IS LOWER THAN THE MULLION
4And m®225 MN.O.C.I SWxWd SxOdae0C6p(Ft0.3k 7M In 700 ma 560 rot 1410(bs 90 ma WA 561)ms WA 030 ms WA We rot WA $929s 095 Its 1120 EM CAPACITY(FROM THE TABLE)OF THE SELECTED
eAmhaW®1115 Mh as lSlma�d(aodeg42p(FM.4F 960 an 1-100 me WA WA WA WA 7eom9 WA WA WA WA WA 13331W IRS 019 2240 ms MULLION.IT WILL YIELDA MINIMUM ANCHOR
4Anclom@•Mtn.O.a/(2)b5 Angle Copt I ft.Bk 780ma me the Seems 166oro9 two Ins Stems sm ros WA men 748 Its 8901bs 1892ros 6828s 605tbs 11M90 CAPACITY WHICH MAY BE USED TO QUALIFY
SAnohae 9 S'Mh O.a I(2)215Atgle f#Dt I n 8 1170 ms MOMS 1020 W3 2340ms 28441 6lo rot Be Ibs WA 1140IOs 1122 s 1320It 208 Ws 1022 mt 1327 ms 183o me ADDITIONAL ANCHOR OPTIONS FROM THE
4 Anshan 9 0.45 Arm.aC.I UIM,roto.123•Amm.IF 78 WA WA WA WA WA WA WA WA WA WA NIA WA WA NIA 1430 mt ANCHOR CAPACITY TABLE. RsYm
2Aroh=02.28•Mh O.C2 FIM(FIS.at 350 ms MRS 290 Bs 7�Ba 478 IM WA 280 ma WA 316019 WA 44DMS WA 3411.59 44209 880 roa Od4e>�1vAhoollwfia
4 Mohots 91.16•Mh O.CI FIM ft.94: 480019 1 700 He I WA IWAI WA I WA I 360819 I WA WA I WA I WA I WA 682 me 88Sros 1120019 No
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.062• 1.000•
TABLE NOTES: Ataml ade ProdOc4 Control
FIGURE 1: FIGURE 2: FIGURE&, FIGURE 4: FIGURE 6: FIGURES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 1 t I I I 1
• • • • • • • • • ON LOADING.SEE�BrS P*FR R SEN RAL IOSTALLATRNJ M WOIODS. 144 /7
2 LINEAR MTE TION B �1 111 /Oa FJNMG WIDTHS IS ALLOWABLE `'�\��CENSF'/l�F.p
• • • • • • • • • • 3)MULLION AND MYUION 1i1.1P&SHOMNARENOT TO SWUX*a EXACT DIMENSIONS,SEE
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4• No.58%05 '
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS.
FIGURE b: FIGURE O: FIGURE 7: ITAT
4)SUBSTRATES:FONC��SHALL CpNFO AlTp ACI P CI�1 ONS.HOLLOW ANDqEF
1{IGROUT FILLE4COYCRETtc BLOCK I+NWJCM�1}4NALL CA O i( TM C 90.WOOD SHALL BE 1f/
• • • • 608 3SUAND BE
IMOMYENLOWO SOUTHERN PINE WITH AN SIT OF OA ALUMINUM GSHALL BE :��` .......... \?
8663 76 AND BE R IIINIMIlM OF!12G IHICK 8*EEL STUD940 BE JYMINIMUM GRADE 33 AND 045 376' .376• SS `
THICK 18 GAUUQQ��STR RAL S LLy�TO B /h LEAST A*THldKgkNO AX ALL ANCHORS n rr QNA�,L tt`�`
ANGLE CLIP(FIGURES 666)MUST BE USED IN PAIRS. INTO METAL SF�I4LL•EXT AT LF 3•SCl�THREADS%EYONItTHE MATERIAL.010 8 912 1•X 4•X.376• 1•X 4•X.376• A.LYNN MItitL�R,P.E.
ANCHORS INTO WOOD MAYBE STEEL.1B-6 S.S.OR 410 S.S. '7•-MULLION MULLION FL P.E.#68706
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE SA �
MulOon Ce a Table OWW
Opening Width(forvageal apaMngmtsons)orOpeningHaightVorrWngmfllare) a#te
SON 60N 70In so in mN lobo 120N 140 In 190N t a
128"X Reetmgmar IRWI ug. Reaeogilar TWW.*g. ftcbWar TtsA'Tifam. ftdw uis 7I6fr01S9 RealanffAu wmang• lfmfangular Tn>iJMeng R8maT9WA U8pdi11aa9 11n1•t9�m IIapft118M19. Iteofan9Na7 TmWMmg. � q .
3.168°X Loafing L-fta Loadn9 I4aft LoeAlry Laedng lowing LaaB>g LoeQng LoaoTng I.eaQng loadlq Loafing Loa�iry LoeQag Lmtlt" LaeQng wa'
jar
Tube Mull �' � � � �- �' � � �' Ts m
cli
42N 170.0 620 170,0 438 170.0 7K 170,0 476 170.0 Bm 170.0 606 170,0 922 170.0 619 170.0 1118 170.0 621 170,0 1240 170.0 621 170.0 1488 170,0 621 170.0 1735 170.0 621 151.9 1789 170,0 621
o
ILL
48 In 170.0 709 170.0 524 170.0 650 170.0 684 170,0 M 170.0 SM 170.0 1133 170.0 661 170.0 1275 170.0 077 170.0 1417 170,0 830 154.6 1849 170.0 NO 1327 1640 170.0 680 118.1 1616 170,0 890
60A28N 170.0 717 1�.0 683 170.0 890 170.0 691 170.0 1019 170.0 664 170.0 1106 170.0 723 170.0 1348 170.0 747 187.0 1468 170.0 759 539.2 1486 170.0 TOB t19.3 1488 170.0 758 104.4 1488 170.0 769
64 In 170.0 797 570.0 612 170.0 958 170.0 891 170.0 It" 170.0 754 170.0 1276 170.6 803 163.5 1370 170.0 637 MA 1378 170.0 868 122.3 1378 170.0 881 104.8 1378 170.0 891 01.7 1378 170.0 881 In
60 In 170.0 885 570,0 701 170.0 1063 170A 787 166.8 1186 170.0 870 138,0 1158 IVA 890 123.8 1168 169.8 918 1112 1169 130.0 (152 8Z7 1168 U1.8 806 79.4 1188 144.6 806 88.6 1168 114.8 906 J
W J
63 In 170.0 030 170.0 745 160.1 1051 570.0 8W 137.2 1051 165.9 862 MA 1051 142,0 518 106.7 tell 1323 837 9SA 1051 126.7 830 &0.t 103t 118,0 On 80.8 1051 118.1 021 00.0 5031 119.1 W
BON 107.1 867 170,0 788 130.3 957 161.0 805 118.4 861 134.0 780 104.4 967 121.6 777 02.8 957 M.S. 767 83.9 957 108.8 760 69A 857 100.0 760 69.7 837 9&A 746 622 067 0&8 748 Z J �'
72N 12&7 004 1352 698 107.3 801 116.2 88{ 81.0 804 101.3 871 mA &M 81.1 680 71.5 801 84.1 860 84.4 801 70.8 849 63A B04 72.3 839 46,0 804 89A 829 10.2 BOt 69.8 828 j g
78N 109.4 722 114.4 630 812 722 972 816 782 722 85A SOS 88.4 722 76.7 696 80.8 772 70.3 688 64.1 772 86A 680 46A 722 69A 670 �.1 722 69.7 686 342 772 6&2 086 Z
78b 1012 885 105.8 800 84.4 885 89.8 689 723 886 76.6 677 83.3 885 70.6 886 582 8M 64S 690 We 880 80.1 553 122 W 64.3 543 382 680 61.4 537 31.8 866 50.7 535
90 In 05.0 515 66.0 457 $4.6 515 57.5 449 47.1 515 50.1 441 412 815 N.7 131 36A 515 40S 428 33.0 516 37.4 472 27.8 515 33.1 413 23.5 616 30A 407 Me 616 29.1 404 � X � St
QBN 64.3 483 66.8 404 46.3 453 47.1 397 90.8 453 0.0 391 33.9 453 38.4 385 30.2 431 33A 379 272 453 30.4 374 228 453 26.8 366 19.4 453 24.3 380 57.0 463 229 SW N � p p
108 In 38.1 386 30.0 323 31.8 368 326 318 27.2 358 28.4 313 23.8 358 25.2 308 212 356 227 304 1.1 36& 20A 300 149 358 180 20.7 (n
co
111 N 35.1 336 �.8 308 28.3 930 30.1 301 26.1 339 28.1 297 72.0 338 232 283 19A 20A 288 17.8 306 10.1 285 )( N
lob 27A 290 28.3 784 232 200 23.8 280 10.9 200 20A 266 S7.{ 7A0 182 2b$ 141 230 141 2{9 V N Q
144 N 18.1 201 1&S 1B8 rrrrQ���
TABLE 8B AnehorCa Teale s ANCHOR CAPACITY ADJUSTMENT FORMULA: @0�[
satstrAff 2.78 Cwttde 3.61tcm. Xo6mr cmu Ft1bdG U PTW LSdel ANCHOR CAP.wowws.
fits•e1:0 1141 SS Sc 5114 Euro 11068 Bco wlo stea 812Smm #t2 SIM
(<1P)X(MULLION CAP.w�wy)=ANCHOR CAP.,
AnchorClIpPattem9 AncBaT 3t6•etco9ptam urecoue,ecm Unman 3.1WEROU0iecm v4•F.kounwon Agwoodot uemem Ag71ea" stmwg�screa(8b) at"(35) USE THIS FORMULA TOOBTANTHEANCHOR
Eageusmrceplg r 2-vr�- 1• 2-Ur 3Ir r 2-SYC I- 2-ur r at•• r 6.46• 0.54• 9.974• CAPACITY REQUIRED'CORRESPONDING TO AN
EtaOeonc0l n taro• 1sr4• 1814• SN. r 1•I4• 5-v4' taw• t-v4• 14M 14w' 2' 1-30, fare' vara _ ACTUAL PRESSURE REQUIREMENT FOR THE
2Ammm4A476•Wao.C.18tM8rarcoaml C3009 1) Men sm me ea 6u &e&re5 FA Mbs 260 Ws Mbs 740 as 4Ins am me e16 an 341 be 442W3 6SOM OPENING,WHEN IT IS LOWER THAN THE MULLION
4ArKWs@l.M•IANO.QISWWM CmelCp(Rg2) 430 as 730 Its IVA IVA WA nfA smms If/A IIrA IIA WA IVA 682ms 885 Its 1130 CAPACITY(FROM THE TABLE)OF THE SELECTED
4Amtms@3'WLO.C.IM2c5ArekCepa/(RD 9) 7m ms 730 ea woms 15mme teems 610!30 530 we tW4 730308 7491° amen I=an 6626n 830308 1130308 MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Ammm Q 0.45'NN.QC.I U-3pm.".,MAW Ah .4) IIA WA IllA IIA WA WA WA fUA tvA IIA IIA IVA HA RJA 1430 306 CAPACITY WHICH MAY BE USED TO QUALIFY
I Amcor/F (Fig4 t86me 198 Be a5ms 445 to 8729. 496ma 14008 177 ma 370108 167 ms 93208 473 me 170308 2210m 230 ma ADDITIONAL ANCHOR OPTIONS FROM THE
2,0300030 1.1PWM1O.C7F 240 X309 IIA "'A NOL IIA 100 na tUA WA WA WA $1108 442 Its 680 to ANCHORCAPACITYTABLE. PRODUCTRBVIM
NOTE FOR TIE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDAR CUP. PT
FIGURE 1: FIGURE 2: TABLE NOTES: . •p�
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION iare a RedOa Comrol
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
•• ••• • • • • • ••
2)LINEAR INTERFDLATION BE:WEE(���t�*UU-��IIL--E'Il3GT1r I�OD/QR OPENING WIDTHS I3 ALLOWABLE. ��� LYNN
FIGURE 3: 3)MULLION AND MULIiQN CLIgS 3ycmW A9[�ty{0T=(•$G•ALE.�'QR FXACT DN4ENSIONS,SEE 3.1� vGENS' /��(c''���
ANGLE UST SHEETS 21-23.HOl96 TO.B1oRILLEi W THrfIEL0mFOYANg9L0 DIMENSIONAL RESTRICTIONS �' •'
BEUSEDD SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 286' r No.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _
FIGURE 4: FIGURE rw: FIGURE 6: GRUT-FILLED tsONC�TS BLOCK UjIR(COpI�$HALL TpjeSTM C•80.WQOD SFFAI.L _ .� ' `
BE PRESSURIS-TREATEDYELLOW S"HER4L PINE WRH� 0.f b.55.ALUMINUM SHALL BE
• 6063-TS AND NE A MINIMUM OF.136'THICK BTEEL STUDS TO BE A MINIMUM GRADE 33 AND O�•.•tSAw•
046'THICK(18III&GE). RULTURAL STEEL&TO BRAT LPAST.12r THICKANO A38.ALL 1.28•X 3.188'X.286'MULLION �s'•F(OR1DA,•''G,\?
• 0 ANCHORS INTO,f�TAI$ EXQAT LST 3 SCREE/R1S BEYOND THE MATERIAL (1•iw'VF MULLION) %�S/O�f
• #10 8 N12 AN INTO WOOb 9E 3TEEL,188 S.S. R 410 g.S. A•(+(NN(Ty) 4EIZ`P,E,
FL P.E.g 58705
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE BA
Mallon Capacity TaM9(Ibe0
OpenlnpWidthIT-Vefflca "OfWrgrntdera)orOpenIngHetpht(torh6rlmn7a"paswiftmUiore) Itq
4
50 In mt. 701. 8010 mh 10010 1IIOh 1401, 18010 S •
116x3.26 Raelen,4o To,1Ma.g RagOWtar Treplf5e00• ReonV0 TWp`TdM Ratengdn T1sp Mm8 RM-WW intpf0arg• Rnwot4r Taprman0• RnwnrAw TmPr01e08• whavt.r 71eP'rAe.O Reenn9Wer TreW&V a
X.100 Leaft taadt0 IoaOfi��$$[0 La/Ng Lad,* Loae.e Lad" loade9 LwAra t$'L=ft Laft 10aft Lead" Leede9 Loedfea L-304 Le-d.9 Laft pY
Alum.Tube
whifflon
@ @ @ $ $ @ $ @ z �L 111
42h 1TOA 820 170.0 436 1700 744 170.0 478 170.0 688 170.0 608 170.0 992 t70A 818 170.0 1118 170.0 521 165:3 1116 IIOA 621 121.7 1118 1700 521 108.8 1118 170.0 621 96.8 1118 170.0 621 �
48 in 170.0 708 170.0 m4 1740 860 t700 681 187.8 976 170.0 We 1407 978 1700 851 150.4 We 170.0 WT 117.3 976 1700 We 07.6 978 170.11 00 89.8 We 170.0 880 73.5 978 Im.0 0m LU
60.6261, 170.0 747 170.0 883 170.0 898 170.0 631 1607 927 170.0 884 131.9 027 168.6 708 117.2 927 168.1 899 106.6 927 168.3 M 67.0 927 186.3 896 76.4 1127 168.3 696 05.9 927 1581 898 � mm N
681, 170.0 701 170.0 812 164.8 889 170.0 89t 132.5 988 153.0 883 116.8 BBB 141.8 888 103.0 80 154.0 850 92.7 Bm 129.0 654 77.3 889 7206 862 80.2 069 126.8 852 67.9 09 tMa 662 U.1
a 0
BOM 1432 748 109.8 634 119.0 748 151.9 820 t02.3 748 117.6 008 89.6 748 107.8 598 78.8 748 101.0 692 711 748 98.8 687 69.7 746 91.3 683 61.2 746 931 589 44.8 748 &9.3 683 to � 00p77 N
03f. 123.7 677 132.0 We 1011 877 1132 688 88.4 877 100.4 656 71.3 877 91.4 618 68.7 877 86.2 M 61.9 0I 81.0 634 61.6 877 71.0 529 41.2 877 707 628 307 W7 711.7 m9 � J
681. 101.8 617 114.1 We 89.7 617 WA 519 78.9 617 88.5 600 011 817 18.3 600 59.8 817 72.8 414 53.8 817 68.7 489 44.9 817 64.4 d87 904 817 83.7 482 316 617 83.7 482 Q.
7251 829 618 87.1 450 801 616 742 440 68.2 619 86.2 482 6L6 618 68.9 426 48.1 618 64.2 418 41A GIB 60.7 471 34.6 618 48.8 408 20.8 618 45.0 406 209 618 40.0 Z LLL001
h ?DA 466 79.7 408 587 466 82.8 398 60.9 486 60.9 390 44.1 401 49.4 384 39.2 401 403 WE 362 486 422 374 20.4 465 303 307 262 485 36.8 384 720 465 382 363 = �� LLLLLL111
7-001 662 441 98.0 397 64.3 Mt W.7 379 48.8 MI 60.6 372 40.8 411 404 380 38.2 M1 419 380 32.6 441 38.7 368 27.2 441 949 369 239 441 511 348 204 441 32.7 346 g (((jjy �
9013 42A 362 43.8 286 35.4 332 W.0 259 30.3 332 92.3 281 26A 3m 18.8 280 23.8 392 28.1 278 212 312 24.1 272 17.7 592 211 258 162 532 We 282 103 W2 107 260 � CD
mh 35A 181 35.9 200 26.1 291 30.3 266 25.0 291 204 262 21.9 291 23.6 246 t9.4 291 21.3 244 119 201 19.6 241 14.e 291 17.1 258 129 181 108 252
1086. 24.0 230 26.1 208 206 230 21.1 205 179 290 18.3 201 16.4 230 t6.2 188 I- x
11t h 22.6 218 251 101 109 219 iB.a 101 16.2 218 1&a 191 14.1 216 H9 188 N
12091 17.9 101 102 170 149 187 162 187
�a x N N
~ r 0
TABLE 8B
AnohorCe Table tlis ANCHOR CAPACITY ADJUSTMENT FORMULA:
substrate. 2.71,Concrete 3Ak Cow. M Filled CMU PTWeod Metal Dp �ANCHORCAP.•m,,,,,\ '3
N16•Eroo r3-74ft
dte'FF>oo Ire Ebo oto ace• 612 Baal dusted ( )X MULLION CJ1P.,n,,,1./'ANCHOR CAP.a,
AnahorCllpPattern6 9718'EtaU6rmm tta•f3auftre.ar Unfuna 3116't9roURmaon 19•EteoUOrman iwraerl Aggresebr sore<v(GO)Sam Ps) sc=(OB) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edeamwace8n) r 2-Ur 11 212• 344 1• 2-IM 1• 2-1rr3418' r 0.48• 9.64• 41.3x• CAPACITY REQUIRED-CORRESPONDING TO AN
Eab60,ha M 7.54' 1.314• I VV I-VC r 1.19- 144 1.410 t-t9• 1.19• r tare• fare• 4eda ACTUAL PRESSURE REQUIREMENT FOR THE
2Alpifo• 4.78-Min.OA.1 Bta00eMMOMetap Rig.tk MW Mw 450 bs 890 hf 1044 Me 210 lbs 28D 2n 364 Mo 74000 864 be 948 bs 3Hbe 442tbs 680tta OPENING,WHEN IT IS LOWER THAN THE MILLION
4 Andw 1.15•Mtn.001 Wadad(aOW)Ob(Fl9.2k 490 fbs TOO bs WA WA WA WA 360101 WA NIA WA WA 882108 sums 1120be CAPACITY(FROM THE TABLE)OF THE SELECTED
4 AnNa4�5MSL O.C.IM2s5AnttecOpol".3j 7mbs Teo bs 8mbs IwoIm 18960. 5400. 580 bs WA 7m0e 880 bs 1892bs 682 bs 80529 lt20 ba MULLION.IT WILL YIELDAMMIMUM ANCIiOR
3 AaM•®0.54•Min.O.C.1 u4MP,W0.100'Ak m.(Flt.4} 141.0 WA WA WA NEA WA WA N1A NIA WA WA WA WA 850 bs CAPACITY WHICH MAY BE USED TO QUALIFY
I Aahorlr-47ip(Fl0.61' 19S bs tsB bs 22,90 M92e 822 the tab 2s 1401m 171Ip 37029 10129 39228 47328 17029 221 ibn 2m 8re ADDITIONAL ANCHOR OPTIONS FROM THE
2ja-a Ql./6.62tO.CJF;rpft.67 a402s 3m be WA NO1 WA WA turas NtA NIA WA WA WA 311 be 44229 680 ba ANCHOR CAPACITY TABLE ODACfRBYB80
4e vrNbib9006
F1011d6
No �1
FIGURE 1: FIGURE 2: TABLE NOTES: 1.264'
• • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION a Product Control
ON LOADING.SEE VgETJ j--4p%GEVERAIIIINSTALLAS ON METHODS.
2)LINEAR INTE4LATIONBF:WE*EW§ULcLEIGTi,i,4ROPENING WIDTHSISALLOWABLE.
FIGURE 3: ANGLE 3)MULLION AND MULMON CLIPS SHOWN ARE NOVO SCALE.FOR EXACT DIMENSIONS.SEE 3.260`
F '•. p
CLIP MUST SHEETS 21-23.HOLES TOS@ 19RILL.EDIN THL•FIELIPFORL MING DIMENSIONAL RESTRICTIONS �.;• r •'._
BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. TdO.X8705 _
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
FIGURE 4: FIGURE 6: FIGURE& GROUT-FILLEDCM401WE BLOCK WT(gEYNHALL QWIjDRU y44STM C-80.WOOD SHALL .100' �•;� �y 1�S
BE PRESSURE-THEATES YELLOWSOURHERN PINE WITH"SG OF 0.66.ALUMINUM SHALL BE
8083-T6AND% MINI M OF.1001 THICK STEEL STUDS TO BE r T
�j,� FLORiOP.••' �C;
• 0 ® • ANCHORS OTAI••�1v6uD4AT 0 3¢ATL T.1 T BEYOND THE MATERIAL. MULLION FS77...,•• . • 1G
$E ,1b-x3.�•x.1ou ' S�ONAI-���•
• 910 R 6112 ANCHORS INTO WOOD MA ST EL,18-8 S.3.0R 410 3. A.L4h14 MIRIk P.E.
FL P.E.9 68706
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE10A
Mullon Capadtf Table ba181
OptmRtp Ndd91(ror-itW ty coming mftm)orOpening H91yht(forhod-ntaVspmwhv rlltmme)
6D In 6010 lob son San mon 1201, 1400 160m �
1.28x3.26 1°°gda TrWdn. Rxtan$dar TnpMag. Reumg.W Tmprrdmp. Ractmputa TnpTd-V Remngdar TWN&V Roctmgalm TMNdan0. RedmWbr Teeprden9. Rxlmnpdu TApTAW4 Reetm9Uer hepnka8. 4
x.624 Laadag Loading Lav Loft toff L.&D L-ft Lasdm9 L91deg Losdr• L-ft Lokgm wft Le1Ceg Loading Losft 1.esdmy Losdstg gv
AtUM.7Ube .egg .fig• ,fig• fig• }g1 ,fig• yg �.. "�.. "� f -f- ff- f f.. � �.. -f �e �
Mullen U ��.
v v v v v v v v u v u v v v u v v v v v u v v v u v i s ib
rt
i 1
911
11
il
111 1.2 11 1 11 14 Ill 14111
420 170.0 620 INA 436 1700 144 170.0 478 110.0 869 Me 606 110.0 992 110.0 619 119.1 1118 1700 521 170.9 1240 110.0 621 1700 1488 40.0 621 170.0 1736 110.0 621 1700 t9W 170.0 621
481" 170.0 708 110.0 624 170.0 850 170.0 584 170.0 092 170.0 630 170.0 1133 46.0 661 170.0 1216 170.0 677 170.0 MIT 170.0 680 170.0 1700 170.0 680 189.7 1979 110.0 689 168.6 IM 170.0 I 690 UI
60.6%87 170.0 741 170.9 653 1700 ago 170.0 831 170.0 10(8 17" 686 170.0 1195 110.0 723 40.0 1946 1700 747 170.6 14M 00.0 768 1700 1793 170.0 768 1626 1877 170.0 156 133.6 1871 1700 768 `2 m (A
64n 170.0 787 110.0 612 170.0 968 1700 891 1700 1116 170.0 764 110.0 1276 110.0 903 40.0 UM 170.01 837 110.0 1691 170.0 se6 166.4 7768 1700 881 134.1 1769 170.0 081 117.3 i7W 170.0 851 m
7087 1700 60 170.0 101 1700 LOM 110.0 797 110.0 1240 170.0 879 170.0 1417 110.0 918 161.1 1511 170.0 099 14$.9 1511 40.0 1033 120.8 1511 170.0 LOW 103.6 1611 170.0 1063 80.6 1611 110.0 Ism d!1
63 in 1100 gag 110.0 746 MO 1115 170.0 860 170.0 1302 170.0 910 16&6 1370 110.0 1016 139.2 1310 170.0 1018 126.3 1310 164.0 1082 18L4 1310 170.9 1072 89.5 1370 1563 1010 78.3 1370 156.3 1070 � LL
66In 1700 974 170.0 769 1700 1170 170.0 903 166.6 1248 170.01 1002 136.2 1218 158.6 1013 121.1 INS 147.1 1000 108.9 1248 139.0 gel 90.0 1248 130.4 978 11.8 1288 129.0 976 68.1 1248 128.0 976
721. t87.0 1089 170.01 BTB 139.9[466
160.2 892 1180 Im 192.1 875 fm.4 1049 119.1 850 932 1049 109.7 848 03.9 1049 1021 WB W9 1049 842 826 69.8 1049 81.2 92a 624 1619 91.1 828
760 1427 941 149.1 872 1169 1289 806 101.8 911 111.2 791 W.2 941 180.0 777 79.3 941 91.7 760 71.4 941 85.5 767 69.0 941 71.8 744 51.0 sit 74.0 737 "A 941 111 738
Min 1320 W4 137.0 7W 1100 118.8 787 94.3 6.91 f02A 763 825 894 91.8 740 73.9 09d W.1 730 88.0 894 70.3 721 66o 894 NJ 707 41.1 891 67.0 701 41.3 894 68.1 WB
9018 860 011 W.7 698 71.6 TILS 686 61.4 Ut 86.3 678 63.7 871 522 688 47.7 671 629 668 416 871 40.8 651 36.8 671 49.1 639 303 671 39.7 631 289 871 379 528
son 709 SW 72.0 627 $10 B1A 618 60.6 690 630 609 44.3 690 41.6 602 39.3 590 430 494 35.4 690 39A 4W 29.6 590 34.7 477 25.3 690 31-6 469 21.1 &10 70.8 d81
IO3n 49.7 466 60.0 421 410 420 Ata 35.5 460 37.1 408 31.1 468 32.9 602 no 196 a] 396 24.9 466 27.1 391 203 466 235 382 17.8 468 21.2 376 16.6 Ogg 19.6 378Illn 46.0 441 46.1 400 382 39.3 399 32.7 441 34.1 397 288 441 30.2 387 260 611 271 378 229 441 449 312 18.1 4d1 21.8 3W 18.4 441 f83 868 ti3 841 170 1378 38.9 341 302 91.0 339 25.9 31B 208 344 227 378 23.7 328 20.1 318 21.3 326 tt.1 378 19.6 321 16.1 379 1&7 918 ti X
4460 210 282 21.2 242 17.6 282 17.8 239 We 262 163 238 10
(~.) 10 Q 9
a 1 •N O
TABLE 10B AnohorCapadty Table(IW) ANCHOR CAPACITY ADJUSTMENT FORMULA:
ANCHOR CAP.,,",,,,,
8tdtdtetu 2.711 t0rcrete 38tCmc. Ndlbe Gdtl F1AE0l7dU FTWe00 mew (DP„,)XC )eANCHOR CAP_
811sImto vd'83ElcBN6'E0o Vrssetco e108tm 0123feel M2� MULLIONCAP.,m„g,
AnehorC6pPa119me Aneturlype 3'1GEtwUOmon vxacoulteean unman 311CElco 4LL1aean v4•ExoU518ton ARBeaw Nbactn AggremAr scmw(ne)scre2(n8I sOe pm USE THIS FORMULA TOOBTAIN THE ANCHOR
Edga ashme n)- r 2-ttr I. 2-1r 34rB' r 2-trr 1' 2-117 r 8118• r OAA O.w 0024' CAPACITY REQUIRED'CORRESPONDING TO AN
EOteseed a 1314• 1314' 1314' 1314' r 1-It4' 1-v4' Lara' 1414• 1.110 told' r 1308' 13'8• rats ACTUAL PRESSURE REQUIREMENT FOR THE
2Atmbus@ 4.76.MR O.C.r mmderd Grow oeping.11 398ms am m4 49001 Bmte irk We 270871 2M go ON We 74009 374M SMRs Illsrx 311 MR 4orm ow ws OPENING,WHEN IT iS LOWER THAN THE MULLION
4AMhe1®I.s6•Mn o.Q 7sreftftd f0f 0 epC9p(r•70.2} 450879 7m 871 RTA ILIA IIIA uw 38028 RM WA ILIA ILIA WA 602879 MMS 112D 876 CAPACITY(FROM THE TABLE)OF THE SELECTED
4AMMS g3'MIR O.C.I M 2t5Af1pCxps15229j 78090 787 me seems 1560913 Im Ine 540871 58009 Rin 76DIIB 748 880 Me 1892 In 602M soft 1120Ito MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Arche1�0.67 MN.O.C./U[.yDp.nm.100'AduO.(F1g.aO 116\ WA ILIA ILIA WA WA ILIA IRA MA ILIA IBA ILIA ILIA ILIA OWN N CAPACITY WHICH MAY BE USED TO QUALIFY
1ArClert F40p(Rg 41 19601 105 '�m9 44519 62206 Mile 440108 177 Re 370104 187879 39291 41898 VOWS 22106 2080 pe ADDITIONAL ANCHOR OPTIONS FROM THE PRODDCTRBV6IID
2Anches 1.16'Mn0.CJF g.6) 24009 387.9 WA WA NTA RIA 19009 N!A ILIA ILIA ILIA WA Si1an 442 ms 86ema ANCHOR CAPACITY TABLE �>fowgblhoFlorida
No Q
FIGURE 1: FIGURE 2: TABLE NOTES: t2W 'D
• i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Iemt�a Product Cmttro
ON LOADING.SEE S44i T i-4 FOR GENERAL INSTALLATION METHODS. 111 1111 I I
2)LINEAR INTE41 ATION B4WE%W 1ULCLEjGTBS JtDJoR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: • •• • • • • e•• • �% 4�' '••••- •" << ��
ANGLE 3)MULLION AND MIAIfON CURS 9HOIiN ARE ppTiO t1�ALE.FQR EXACT DIMENSIONS,SFS 3 ?a•,•' 1-IGENSF ,F.p
CLIP MUST SHEETS 21-23.HOLBS TOMO BRIU.PD4U THMFFIELPFOiLOWIMG DIMENSIONAL RESTRICTIONS
Eo 11BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. No.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT-FiLLEDCONCSW9 BLOCK I.NT(C&Q FHALL(PIFpR%V ftSTM C-90.WOOD SHALL l .2.q 1 S:-w=
FIGURE t FIGURE 5: FIGURE 6: 4' %'�
BE PRESSURL-TREATED YELLOW480149HERM PINE WITH"SG QF 0.65.ALUMINUM SHALL BE 0 • STATE OF 41
• • 8083-T5ANDSEAMINIAi•UM OFA@VTHICKOTEELSTUDOTOBEA MINIMUM GRADE 33AND ;��5•-.FCOR40P.•''U,\`��
• 1-9-1
• 046'THICK(18 E)aSTRLICT U STEE TO BE AT LAST AX'THICK AND A3&ALL
ANCHORS W=Q ALAI�ALL E7CQATT 3�BEYOND THE MATERIAL 126•X 325'X.624•
•
#10 AN O IN O WOOD E EL,1&8 S.S.OR 411%... MULLION A.LYNN
FL P.E.#58706
••• • • • • ••• • •
• • • • • • • •
Is •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 11A
maw Capadty Table(1M187
Opening Wd41(Wvedi6eVgmnnhtgtxN
tilos)orOp6npHeight(9lrhalrale2yspmt ttg7mdt im) L'kL'
EDN Min 70N BON 90N fOON 120N 140N 160N p
1.25 x 394 TrgVMertg. Retlengo Trepnthag. file enter Trepmamo. RecteegeIn Trapfrderd. ReWngrdar TrapNenO, RedeegNx Tup9'&eg. Rectmen TnpRN.g. Reeterpuler TreN7de.8• Rettengdor inp/frteng. G
x.824 Loading Leading Lasm Loadiag I•adln9 Leading la.I L.-Moll Lading L..dirg Lading Loaft LO-6,11lading Lading Lading LnWM9 L." o6r
Ahon.Tube f -•. $ �„ g 4 '� ,fig• fig• �.. '� fig• fig• �.. '@ ,�E• fig• •T.. 'r fig• f '�.. f If fig• �.. fig• 't.. -f
�a �� � @� � �r� � �•�. b �•� S �� � �� � �� N
v u v v v v v u v v v v v u u v v u v v v u v v er< m
4210 110.0 520 170.0 435 170.0 744 170.0 478 USA 988 170.0 605 170.0 982 110.0 618 170.0 1116 110.0 621 170.0 1240 170.0 621 1170.01 t489 170.0 521 170.0 1736 1100 621 170.0 1883 90-0 621 J
481. IWO 708 17OA 624 170.0 830 110.0 601 INS 992 170.0 030 170.0 1133 170.0 601 170.0 1276 110.0 877 170.9 1117 170.6 688 110.01700 Ira 600 IVOA 1983 170.0 800 110.0 2281 110.0 60 11111L11
50.626 N 170.0 747 I70A 643 170.0 890 170.0 ON 110.0 1118 170.0 891 170.0 1195 170.9 123 170.0 1346 110.0 747 170.0 1494 170.0 768 170.0 1783 170.0 768 110.0 X92 170.0 768 170.0 2391 170.0 766 2' n L rn
6110 110.0 787 170.0 BIP 170.0 !b8 110.0 891 170.0 1118 170.0 764 170.8 1276 170.0 803 1Y0.0 1190 170.0 037 170.0 1694 170.0 860 170.0 1813 170.0 881 170.0 2231 170.0 801 1602 2103 170.0 881 moo
Mt. 170.0 806 170.0 Tel 170.0 1063 110.0 797 170.0 1240 170.0 818 ROA UIT 170.0 944 110.0 1694 170.0 998 170.0 17r1 170.0, 1093 110., 2126 90.0 1061 U83 2183 1704 1083 129.8 2103 USA 1063
$31n 170.0 930 170.0 746 170.0 1116 170A 060 t70.0 1302 170.0 941 170.0 1499 110.0 1015 1rO.0 1613 170.0 1018 170.0 1069 VOA 1122 168.9 2080 1TOA 1169 134A 2060 170.0 11711 117.7 20M 170.0 1171 W
661n 170.0 974 110.0 789 170.0 1169 170.0 003 170.0 1361 170.0 tOO2 170.0 1060 170-0 "a 170.0 1163 170.0 1106 t79.0 1919 170.0 1210 143.0 1955 170.0 1216 122.6 1968 170.0 1286 1072 INS 170.0 1288
72 in INS tOS3 110.0 018 170.0 1276 110.0 1009 170.0 1406 170.0 1128 170.9 1700 170.0 1728 161.1 t734 170.0 1916 138.7 tr31 188.8 1986 116.0 1731 1568 1381 89.1 1734 169.4 1362 88] 1738 1602 1352
76bn 170.0 1122 IWO 937 170.0 1348 t10.o 1080 168.6 1668 170.0 1209 U7A 1656 106.2 1M CIA 1665 1614 1266 1179 ISM 141A 1261 90.3 ISM 128.3 1229 64.2 IWO 1222 1219 13.7 1668 121.2 1218 � Z
78N 170.0 1151 170.0 9W 110.0 1381 110.0 1118 INS 1477 189.3 1245 1361 1167 16P.0 1824 1212 1417 139.1 1208 109.1 147/ 1283 1181 060 1171 1168 1169 1i.9 1Ei1 110.8 1188 682 117/ 109.3 1164 Q
90tn 142.0 1110 146.5 906 118A 1110 123.9 99 101.6 1110 107.9 951 83.8 1110 88.3 998 leg 1110 US 927 71.0 1110 90.7 913 692 ttto 7t.3 891 50.7 1110 65.6 US 44.4 1110 62.7 870
961. 117.0 976 1209 OR 91.5 976 101.6 868 63.8 975 e89 842 732 976 766 029 86.0 976 712 817 58.5 076 MA BW 468 91`6 STA 769 41A 976 629 776 36A 976 49.3 W
ISM 822 TTI 61.0 606 SOS "I TO.7 685 60.7 711 919 674 614 771 S63 ON 46.7 7T1 490 866 41.1 711 44.9. BR 34.3 771 98.9 GR 290 771 35.0 621 25.7 711 32A 612
11110 16.7 730 Ira 661 53.1 730 650 SS9 64.1 Tag 589 610 473 738 40.9 831 42.1 730 460 622 VS 73D 41.11 BH 91.6 730 35.8 600 27.0 130 31.0 688 23.7 730 060 Sol N x
140N 69.9 624 51.0 669 409 621 612 659 42.0 621 44.3 652 319 674 39.2 611 SS9 62! 06.3 637 30.0 600 322 631 260 821 21.7 039 2fA 824 240 869 18.7 62A 72.6 691 N
1F- L0
tin in 31.7 -7,;;j- 400 290 433 2BA 399 ?A.e 133 260 390 21.7 433 22.4 306 189 493 20.0 381 17.3 133 182 976 U Q O
i �
TABLE 118 ANCHOR CAPACITY ADJUSTMENT FORMULA: - w .�
Anch•rCepedty Table 0ln) --a
8otekal0 2.7k tluclde 151c cm. xdN9r Gtu FUedCASU wain Ltdd (Opp)X ANCHOR =ANCHOR CAP.,,,
Su"s FJto 114.988:0 916•Ilto u4.89QCo Om Sted 01281eel 812 Sleet MUWON CAP.,„„e.
AnehorCllp Patterns 3'1581t°twweo" ud•Ekou6recon Macon snc alto u11mcen v4•ExoU0r4em AggreGaW UBttcan AMmOl4or StreN(CM SCre4636) SCIee(06) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge alleRo 0n) 1• aur r 2-W 3400 1• 2-VT 1• 2-vr r 3478• r 0.48' o.w 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment 1317 13!4• taw• 1ar4• r I-w• 1-1114- 1-v4• 1-114- 1-v4• 4v4• r 1372• tare• valet ACTUAL PRESSURE REQUIREMENT FOR THE
2 Aabme@ 4.7s 11111 O.C./SWANS a OBd f�IRB t) WOIld 99916 450101 09D Re 1640 Me 270MB 269111 364 rot Mir' 374.9 861109 O18•e 941106 4Z10e 6fi0®1 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Ambers®1.16 Like O.0 I SWAM(acilaggp o 2) 48018a no 8a IUA IUA NA NA 3M me HAA NrA x11 IUA 116.0 692 M8 969108 limme CAPACITY(FROM THE TABLE)OF THE SELECTED
4AMtmowLtin O.C.f(272t6Arp•Cq I/Tri-8) 760M8 70960 599.9 15M as ISISMS 6/0101 66902 HNA 780tbe 748 Me am as 1992•e 6921a BM Ma 1129106 MULLION.R WILL YIELD A MINIMUM ANCHOR
4Amtmi Bf•1dN.O.C./UCOp,Imo.100`ABmLffB.dY IUA CUA NIA WA NA NIA WA 1NA IUA NIA ISA IUA WA IUA 12WM9 CAPACITY WHICH MAY BE USED TO QUALIFY
IArclarrFClp(Rg0) IMM8 195 me 226Op dd5Se B22ed 833ga 140 M9 lees 370196 100 roe 3903 473Ua 170MS 221119 280 M9 ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCJIldril�f
2Am1•n ItsL9nO.CJF 24028 3M M8 117.0 IUA 110 NA 1904 HFA WA !UA WA 116.0 Si1106 442106 650 me ANCHOR CAPACITY TABLE aanSptlyhlgatfihlhePkdda
1.260' Aootptene06 a
FIGURE 1: FIGURE 2: TABLE NOTES:
• • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Faml W e x1101
ON LOADING.SEE V""T-jFO�t GF•NER%1NST&LL4nON i VHOOS. `1111 t 1 I I I 1/11j7j
2)LINEAR INTERSOLATION 13&WElW&LA�,4GJM EN4R OPENING WIDTHS IS ALLOWABLE. ; \�••.LGENSLc•
FiGURE 3: • •• • • • • 000 •
ANGLE 3)MULLION AND MULLION CLIPS 8HOWN A6TE060T•TO4CALE I4DR EXACT DIMENSIONS,SEE 3• Q yX
CLIP MUST SHEETS 21-23.HS&S T0%1 SRILLMAN THE FIELS FOLLOgMG DIMENSIONAL RESTRICTIONS �� No.58705
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ='n' ( .T-.Z (5 ? _
FIGURE 4: FIGURE G FIGURE 8: GROUT-FILLEDeCONSWIIE BLOCK IONIT(111IMPSHALL SONSCIRM"ASTM C-90.WOOD SHALL. :�Q•. SATE O ;��`�
BE PRESSUI-TREATED YELLOVPSOST'HERN PINE wnwAN SG tF O,l5.ALUMINUM SHALL BE 014• '� '•.FCOR701••'�j�
• 808iT6AiIDB,4M[NtM F�THI E 3T11D3TOBE!AMMINNMGRADE33AND -� i CCsf 11�`:
Ej y R6¢eW O BLO4D�
046•THICK{1i O AT 1 THICK AND A38.ALL e
ANCHORS INSp YETAISSHALL AT T 3 SC TH S BEYOND THE MATERIAL, r r 1 NAL,
•
910 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25 XX&WX AW A.LYNN MILLER,P.E.
MULLIONFL P.E.#68705
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 1210 _
Mullion C6 Table aBaYt�i
Opening WIdlh gorLler8raY7.9paming mJ loss)•rOpentng Height(for 11odamla y-spallnirg mullons) &1�T
BOIn Win 7010 So In goIn tool" 120 in 1401a isok
ReeMn9Dler Trepalen8• Re4tw4ft Tlepleen9. Reotan9We Trap91aI13• RlaMngt4ar Trep'rnae4• R441.1901Y 71epRAang. Reetan(ptar T4epTpang. Revtmgl9ar Trap OinB• Recn�gdar TreWDle"9• Reel�pSu TbPml•�B• ��g1
2x4x.25 LOWN Loado9 Loe•n9 Lo"dn9 Loafing Lams Load"9 Looft Loaft L-ft LeaMO Loa Loa6np Loaa"9 Loedne LoeBn9 Load" 01€
Alum.
I �
Mullion � � � � �� N� 11111 G!
4261 170.0 810 170.0 438 1TOA 744 17.00 478 170.0 888 170.0 008 170.0 892 170.0 S19 170.0 1118 17DA 021 175.0 1240 170.0 821 ileo 1488 170.0 1730 170.0 621 1740 1953 170.0 621 O
46 In 1740 708 170,0 624 t70A 630 Imo ON 170.0 922 170.0 630 170.0 1133 170.0 $1 170.0 1276 1740 977 170.0 1417 170.0 age 170.0 1 170.0 NO 1740 1983 1700 650 170.0 2287 170.0 66D J
SO M In 170.0 747 170.0 863 170.0 898 110.0 831 170.0 1016 170.0 664 1740 1195 1740 723 170.0 43th 1740 747 1740 1494 ,170,0 708 170.0 17M 170.0 750 1740 2032 1740 708 1740 2391 170.0 769
54In IWO 791 17" 612 170.0 006 170.0 691 170,0 1116 170.0 764 170.0 1276 170.0 603 170.0 1434 170.0 537 170.0 1694 110.0 850 170.0 1813 170.0 801 170.0 7231 170.0 881 170.0 2650 INA 661 W p OR
to
W t" 1740 806 170A 701 1740 1053 IRA 791 170.0 1210 170.0 978 170.0 1417 170.0 953 17010 EOM 1740 on 170.0 1771 ,170.0 1033 170.0 2134 170.0 1083 1740 2478 170,0 toss 180.8 2880 170.0 1006 �
MN 11&0 1130 170.0 745 OLD 1110 170.0 850 170.0 1302 170.0 90 170.0 1450 170.0 1015 170.0 1873 170.0 1018 170.0 1869 170.0 1122 1740 7131 170.0 1159 166.7 2663 170.0 1171 05.9 2663 iX0 1171 �
60 in 170.0 074 170.0 780 170.0 1169 170.0 9N 170.0 13N 170.0 ISM 170.0 INS 1740 1066 170.0 1753 170.0 1165 170.0 1816 1740 1210 170A 2336 170.0 1275 161.9 2437 170.0 1288 132.0 2437 1740 1268 =Z'
7211 170.0 1083 170.0 878 1740 1270 170.0 1000 1740 14U 170.0 1128 170.0 1700 178.0 1228 170.0 1813 170.0 1315 170.0 2128 1740 1307 1483 2184 170.0 1406 MA 2184 1702 ISM 109.212184 170.0 1690 Z
761" r147.4
1122 170.0 937 170.0 1316 170.0 1050 170.0 1670 170.0 1200 170.0 1784 170.0 1322 186.1 1950 170.0 1421 1483 1850 170.0 1628 1233 1950 1613 1618 1041 1950 184,0 1606 9210 1980 182.7 1631
is in 1151 170.0 967 1".0 1381 170.0 1116 1740 1811 170.0 t250 170.0 1842 170.0 1369 16-7 1661 1740 1474 137.4 1881 183.1 low 114.0 1881 147.3 1473 02 Joel 139.9 1459 8610 (081 137.6 1454 90 in 1828 1740 1144 149.1 13M 166.0 1219 12-0 I= 1340 1153 111.8 1398 121.3 1179 044 1398 ICOR 1183 69A 1398 101.6 1147 14.5 1398 50.6 1122 MA 1353 82.7 1108 6610 1390 7810 1096 J C
Min 1228 161.6 1053 12L9 1220 121.8 1070 108.3 1278 1113 1061 9- 1270 53.9 EON 61.9 1220 89.0 IC10 73.7 1239 a-{ 1018 61.4 1220 722 993 0-7 im o8R 977 441 1226 1NN 971 1053 877 50.3 o71 6910 602 7{A 871 772 649 1 68.4 837 67.6 971 81.8 8ffi B1A 971 50A 815 43.1 971 49.0 753 37.0 071 47.0 782 324 871 448 771 NIll In . 818 07.3 853 79.5 919 81.9 919 641 910 701 428 62.0 753 53.0 010 56.7 747 47.7 818 MS 774 347 919 44.8 1186 34.1 919 442 742 203 919 37.1 732 to
X
120 i" 76A 786 748 718 0-9 768 "a 766 8310 788 663 698 472 7B9 18.{ 868 4110 786 4410 877 37.7 753 403 BW 3110 706 3410 833 27.0 Toe 31.0 641 23.8 786 98.4 Mt a
1441" 43.7 8{8 "2 W4 WA 646 37.0 453 W.2 618 3t.9 401 27.3 6(e 282 485 250 NO 26.3 479 21.8 618 22.9 474 18.2 618 193 164 148 618 112 450 19.7 648 16.6 4" � N Q O
TABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA D 'N
AnntrorCepaeriY Table abs) NNCHOR CAP.,m,,, �
-ncOkcate 36kcmc. lionowMR) FmflOCMU PTWwd Lida PP-)X01
)=ANCHOR CAP. , 0.E
enc[7co 114.98 Ele etc Eko yr SS Elco 91061923 M29teel 9129tee1 MULLION
Annh•rCOpPattem9 Ancharl)p0 St1cElcouetam U4'eeou6mcon unman s�icElco081am v0.'EkoUDnteon Agg60Elor Maw ApgoMor Lef"(05)Beim(06) aerator USE THIS FORMULA TO OBTAINTHE•ANCHOR
ED9eaats"6n7 I- 2-vr 1• 2-U2' 3.110. v 2-wr 1. 2117 r 3.10.• r DAV a" 00.x0.' CAPACITY REQUIRED'CORRESPONDINGTOAN
ember nwt 1314• 1444• Zara• 10.11 r 1-Iw 1-1141 1-ile I-vr tau• 1-114' r tare• 1;ra vales ACTUAL PRESSURE REQUIREMENT FOR THE
2A=h%S tte'WrtO.C.IStamaeWOMCUP OTg18z) SOD me 399196 450 D, 89D Me 1Suft 27omc 253 m. Wits 740x0. 314.9 90.1 WSRS 311 ms 442 Ms 060 Re, OPENING,WHEN IT IS LOWER THAN THE MULLION
4Was 62.68'MIn O.C./Sta1dMCar OBet)CUP(Fig.3) 74094 74D Me Webs 1465 as 142A as IUA men NM 668n1 141A swan IUA 6820E 8880e 1120 Oe CAPACITY(FROM THE TABLE)OF THE SELECTED
6Arches 01.71•MmO.C.Istae(or Oft!)clp(no.4) 8099 7686" 194896 IUA LIN 705 me NIA 709me Ilw IUA IMA 102211E 1327 Me Ism" MUWON.ITWILL YIELD AMINIMUM ANCHOR
4AMIMO •Min.O.C1C42/6Arotecepsr(ri9Q 7w Ms 7 6wrn IWm TM RA eaom6 WA Mitts 748In eeoaA 169299 BBzm6 e659s f12Dlm CAPACITY WHICH MAY BE USED TO QUALIFY
SArcrM03•Min.O.O.1(2)2t6A1gMC8p91(Ra 0) 117OM9 1170Ef 1020m1 2300 28"rA 640 Ms LVA t140Ms 112291 Mea - rjs I023IM I3278A 1660 as ADDITIONAL ANCHOR OPTIONS FROM THE
3Arcinas 0ISO MM.0.0.1 U4:Dp,MAW Ahmft. NIA IMA NIA EUA 118\ NIA IUA IUA WA NIA IUA IUA NN IUA ANCHOR CAPACITY TABLE
6Archme@O.86'MM.O.C.I U40p,WDAM Ahmft 0) 470\ IMA IW NIA IUA IUA IUA NUL IUA 111A WA IUA NLA IUA 21 Me PAODIJCI'RBWSI4D
2AMth%a@Pfi8`N"0.CJF-C9p(R()O) 87DID4 370 me 316 Da 743110. 712 Me IUA 98D Me IUA 310me NSA MD 536 WA 34199 44286 mots g a� +�Fk71de
3Aft"01,71-WA O.CJ F43o(Fig.10) 46999 62696 97060. We MB I IIIA I WA I 35396 I IUA I 3NIbs NIA IUA IUA slims 680.Me 64096 npe�eB� /5�
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 0.10
�CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: - 2,OOp. amt a I mducl Control 1
• • • • • • • TABLE NOTES
\(Illllfl//
• •
GENERALEEINSTALLATtON METHODS.Cl USING THC'fAeI. AWD SME"i :OR:FORMATION ON LOADING.3F�SHEETS 2-4 FOR ` qN,......, 41<�6'
• • • • • • •• • • �•-••• '••• • ` .•'•\,\GENS$ •.,�P
FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MILLL LEO1W&A 4R WjNGDV4HV I,4LOWABLE. .; '• ��
4.000' - No.58705
• • • • • • • • • • Ti1�D FOLON DMULLION LOWING DIMENSIONAL RESTRICTISIONS,SEE SHEETS 21-2&HOLES TO BE DRILLED IN
ONS SHOWN O SHSHOWN ARE NOT TO SCALE,FOR OE S 21-2&CT FIGO RES SHOW SUGGESTED,APPROXIMATEOLE 260' � 57--ifs
� f S �
• ••• • •�•S-•� ••• ••• '� ' SATE
FIGURE 7: FIGURES: FIGURE O: FIGURE 10: ANGLE CLIP
4)SUBSTRATES CONCRETE SHAME CONFORM TO ACIi01 8PEC&ATIONS.ItOLLOW2ND GROUT-FILLED CONCRETE BLOCK UNIT n� ' F(pRJDP.•'G�:
• •• • • (FIGURES 5&8) (CMU)SHALL CONFORM TO ASTM OW WOAD SHALL 69PRESSIARE-TIWATER YELLOW SOUTHERN PINE WITH AN SO OF 0.65. i�s
MUST BE USED ALUMINUM SHALL BE3 Tb ANQBE4A MINAIAEM OF.}26'THICIAyfEEL STIIIATO BR AMtNIMUM GRADE 33 AND.048'THIP(18 2'X 4•X.26'MULLION 11 S�bNAL
'Jh EA9 1T( ( I `
• •• • IN PAIRS. GAUGE).STRUCTURAL.STEEL TO L T.12V T �It•ANO/0.8.ALL ANC}IORS INt0 METAL SHALL EXTEND AT LEAST 3 SCREW A.LY�JNIMIL�.ER,P.E.
• •• • • THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#68706
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
TABLE113A
Mullion Cagaafty Table
nlnp1Mtlp1(for 545f6celyspartNrgmli(fate)orOpeninpHelgM(for
11Ddaor�yspetrVtoFrOA 3)
601n 801n 70h Mh in IOtlIn 120(n 140 in Imin t,•
Reatsnyfar Twomim. ReetanOder TmplFdanp. ReelatrAff TmP)Uiwta• Rmbamhr T/ePRdanO Reettm•da 4ep7arl, ROeletppiar TrWTdalt9. R Tropl7data Rodar mm Ttaplfdeng. t•aangulm T 9• O
2XSX.26 Le9*Q Laabt9 Loaft Laaft L0adh9 fmaft Loaft Loaft 1,0431619 Loaft Loft - Leaft Loaft Laadep Lea" Loaft Loaft leafing QY4
z K': r
421n 170.0 020 170.0 418 170.0 7" 170.0 478 170.0 BBB 170.0 508 170.0 892 170.0 618 170.0 1118 170.0 621 170.0 8940 170.0 689 170.0 1468 170.0 621 170.0 1716 170.0 G21 170.D 1883 170.0 621
46in 170.0 708 170.0 624 170.0 950 170.0 681 Imo 892 170.0 030 170.0 5133 170.0 881 170.0 1278 170.0 672 170.0 1417 17.00 880 170.0 1700 170.0 SW 170.0 1881 170.0 050 0&0 7267 170.0 6110
50.025h 170.D 747 170.0583 170.0 888 170.0 631 170.0 10(6 170.0 6M 170.0 1108 170.0 723 170.0 1346 170.0 747 170.6 1l84 170.0 7611 170.0 1703 170.0 788 170.0 2892 1740 789 170.0 2181 170.0 758 � Q'm �
64 In 170.0 787 170.0 612 170.0 9cs 170.0 881 1740 1118 170.0 789 170.0 1276 170.0 003 1740 1435 170.0 837 170.0 1684 170.0 888 170.0 ISO 170.0 881 170.0 272211 170.0 881 170.0 2850 1740 Mt W �
m
60 In 170.0 883 170.0 701 t70.0 1083 170.0 767 1740 1240 1740 818 170.0 1417 170.0 M4 17aO 1688 17,00 806 170.0 1771 .1740 1033 170.0 2123 Intl 1083 170.0 2478 1740 1063 170.0 2813 170.0 1063
83 m 1740 1130 170.0 745 170.0 1118 170.0 MO 1740 1502 170.0 MO 170.0 IM 170.0 1015 170.0 1873 170.0 1M6 170.0 1839 170.0 1122 170.0 7231 Inc 1188 170.0 MIXT 170.0 1171 170.0 2876 170.0 1171
Min 1740 074 170.0 7M 170.0 1189 170.0 893 170.0 1381 110.0 1002 170.0 15M 170.0 SOM 170A 1763 170.0 tics 170.01048 17x0 1210 170.0 2138 1740 1275 170.0 2727 170.0 12M 170.0 3117 170.0 1289
7289 1740 1083 1740 878 170.0 1216 170:0 1009 170.0 1489 170.0 1178 170.0 3700 170.0 1228 170.0 1813 170.0 1916 170.0 2126 170.0 1387 170.D 2650 170.0 1489 170.0 7.078 170.0 1629 170.0 3400 170.0 1889
a 70h 170.0 1112 170.0 037 170.0 1348 170.0 tOIS 1740 iS70 1709 MW 170.0 1789 1740 1926 1740 2019 1740 1045 170.0 7243 1740 1606 1740 2892 170.0 1828 170.0 3140 170.0 1889 170.0 3689 179.0 1789 N z
i
70 In 170.0 1161 170.0 967 170.0 1381 170.0 1118 170.0 1911 170.0 1260 170.0 1842 1740 MM 170.0 2074 170.0 1474 Inc 23D2 170.0 1689 170.0 2783 170.0 1700 170.0 =a 1740 1770 170A 3683 170.01708
9989 170.0 1928 1740 5189 170.0 1894 170.0 1389 1740 f8cs 170.0 1489 170.0 2125 1740 1893 (70.0 2891 170..0 1799 1740 2889 170.0 1818 170.0 3189 170.0 2898 160.0 3413 170.0 1373 198.0 3411 1740 2361 �
Q �O
98 to 170.0 1417 570.0 1232 170.0 170D 170.0 14U 170.0 1683 170.0 1872 170.0 2267 1700 17M 110.0 8970 170.0 1892 170.0 2833 1740 2095 11140 3109 170.0 23M 137.1 3109 1848 2470 120.0 3199 1581 2426 I�7•� C C
168 h 170.0 1889 170.0 1408 170.0 1613 170.0 1897 170.0 7231 170A 1870 170.0 EMO 170.0 2078 184.8 2781 /70A 2271 A&3 2701 181.0 2839 123.8 2781 140.4 2281 106.0 2781 126.8 2234 02.7 2781 1140 2100 N 4V rE E
117 In 170.0 1838 1740 /489 no 1986 570.0 1700 1740 2299 170.0 1= 170.0 2821 170.0 2140 181.8 2032 182.3 22M 138.0 2032 1444 2218 113A 2832 8944 2188 97.8 2632 1141 2126 08.4 2892 t043 2098 S2 12
120 h 170.0 1771 170.0 1689 170.0 2126 170.0 1589 181.4 226'd 169.0 1891 1381 2252 171.! 1989 170.1 2262 1272 19911 108.1 2282 110.1 1818 90.1 2282 98.8 1872 712 7282 889 1889 87.11 7282 61.! 1688 (- X
144 in 128.1 1584 898.8 1445 104.31684 IOU 1425 89.4 IN4 016 1487 782 1684 647 I= 09.6 1564 72.9 1371 61.0 1504 651 1358 89.1 1689 58.0 1390 89.7 11584 482 /389 89.1 ISM 89.4 12% N � 0 O
TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: 4
Ano orCapally Table a �
Subalmla: 2.7kammte BakCatO. Hollmom Filled PT mew (pt?-1x(ANCHORCAP x,s,)_ANCHORCAP.-
Ataiwr Type: 3116•Hoe Meow 114.1700 Me= 6118'D00 and,Eleo t2bm0n t/r Eke till m 114'88 EM 5J1S•Eloo 114.88 E100 010 Steel 012 SW 011 Sorel MULLION CAP_
Anchor CUP Patterns UBaoen AMOGetw, IlmaOan AWaGaW SO=me)setao 6i" sweet(85) USE THIS FORMULA TO OBTAIN THE ANCHOR
Edge OtkWM ft r 2.111• 1• 2-tor 3.98• 1• 2.1Jr Is atm r a us r 0.4r acs• 432r CAPACITY REQLARED'CORRESPONDING TO AN
EmbO8aen1(b* tarn 1.314 Vur I-w r 1-IN' 1.114• 1-ur 54N• 1.1N• t-114• r tare• 11w eadae ACTUAL PRESSURE REQUIREMENT FOR THE
2Amnda4390 Im WO Be 450 be MOM 1044tbs 210 In 280ft 356 Ilb 740®,0 37411m 6891ba MBBs 341•,0 4421es -O-ft OPENING,WHEN IT IS LOWER THAN THE MULLION
4Attolaw194.M'Wm.O.C.JBtndwd(0rO1beOCAy(FIg.3Y 7MIlls 78916,0 ON 69 fl60M 323210e 510ma M0[be 7081ha 14M me 7480e M728re 1802 Na SM lbs 6MIBe HMWa CAPACITY(FROM THE TABLE)OF THE SELECTED
9Amb.m401.71'ML QQ l SWAINd(Of O0ee0 CEP 0:1%.4 1180169 UOD03 IM Me 2M[be WA WA MOlbe WA 1085 Bs WA RA WA OSSIm 177002 2240IM MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Awbm0 T NOa 04,1(21245 Angle Cbs Ift.6Y 7MIm 7806n 68Dbs 15Mtbs ISM Be 54006 MOIDe WA 780bs 7486e Holm 1M0 nn 6826s MOO 1120 Its CAPACITY WHICH MAY BE USED TO QUALIFY
8An0Mre®3.891,0 0G./(2)2■5 70,0919 Clips JFe.eY 1590 Db 1,089 ba 1seDbe 257,0 ma 24925,0 IM 1120 ba WA lmolm 142,0 ba 1789 im 3789 ba 1589 ba 1770 be 2aeD ba ADDITIONAL ANCHOR OPTIONS FROM THE
12 AWM@IA-Me,O.Q/(112x8 Angle CUPS Ift4 ISIS PA 21006,0 1440f 3m Ills WA WA 137069 WA 15001bs WA WA WA 2M51m 28610n S9IS Ba ANCHOR CAPACITY TABLE. ODUCTBHmm
4 Atehm0 1.348.O.C.I U01p,bd0.W At=.ft 4 WA WA WA WA WA 2 WA WA WA WA WA WA ti/H WA t430 ft cwOPl7tag Whbib8WMldo/'•y�
8 Anomm0OAr aBn.O.C.I UCUA MMAWAiem.(Fig.OY WA WA WA WA WA hW WA WA WA WA RIA WA N1A WA 28811m H-2,000•-.{ D - 1./21.D
2 Amhm04.68`Lea O.CI F•271P(Rg.5Z 3ISIm 3909a 4IS� 690 Bs 18186s MUM V. 35409 740ths 37462 wolba 94863 34162 44203 5600s
4 Anohom®1.MM.O.CI .117 MOR• 70062 MS bs 5289109 WA !OA 4701W Y0A 5390,0 WA AR WA 1111262 $M lbs 11206,0 .260•
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: Ilan Pr•dud Caetro
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURE 9:FIGURE to: flfl11RE 11: 1 t 11 I I I
• • • • • • • • • • MISE!�HEETM FOR INSTRl1C110N8 ON YSKNO THE TABLES AND SHEET 26 FOR INFORMATION ON \t t
• • .• • i:OADNGISEtS�S�ET�2-4F0R O�)EIE•4L INSTALLATION METHODS. �'C�1S...f`�FQ
2jLINEW4RP�L/ C48E�tAE�`N M%LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE �`��: �1
• • • • • • •• • • 3)MILION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS s4 No.58706 -_
21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON WAI'
FIGURE 6: FIGURE 8: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4/lS UJANGLE • i+ -"O LICLIP • • 4S&J%STRAT#b.QOH%1E SHA&yvNF8 4•FO ACI 301 SPECIFICATIONS.HQLLQW AND GROUT•FU-LED A .�
(FIGURES• CO9ICRETE BbOCK UNITa(CMU)9 CONFQRM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED '��C`•'•..FLOR\OP••' (9:•
DEUEUEPAIRS.
YERLOW GOUTHERN PINE WITH AN SIG OF 0.85.ALUMINUM SHALL BE 6083T6 AND BE A MINIMUM OF.126' S+US7 • TH1CR.STEEL•STLIDS TO E A MINIMWM GRAt9D33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO l ail eUSEDUN ••• `S�O1�(VA�9ETLT LEAST�P�THICR AND 7038.AIL ANC1�R9 INTO METAL SHALL EXTENDAT LEAST 3 SCREW r X 87 X.257 A.LYNN MILLER,P.E.
THREADS BEYOND THE MATERIAL 010 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#68706
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 14A
Mullion Capacity Table ObsOl
Opening Width([arteNceQy-spaM/gml0ors)orOpanlagH°Ight(for hod "arringmWons) G
5010 8010 7010 I so In !CN f001n 12°In 1401n 160inrp`
ROOMSular Tap7dare. Re MVft TM#Tf%no RmlerGWW Tapalare. Re01e16*1 TMWANIQ- ReatwwUr Tap'TIa18. Reelamaler Tmptfdarp. ReolaWff TntplTdma. Re hastW Tmt✓rrtala. Reota10t8m ttaN4dere �. n
1.28•x2.11" L0809 +$Loaft Loadre Lcamna Loaft Loaft Low" Loaft Lea6re Loadm Loaft Loadhp Leedlre Loaft Loaft Loaft LOMmg Lcaft Y
x
Tub.Mull
zL
421n 1442 SOB 157.0 428 1120.2 SM 44a0 418 103° 628 13&8 414 90.1 629 1340 411 841 828 134.11#41
28 H34.1 411 841 828 134.1 411 61.a 628 134.1 411 441 628 134.1 411 �)
4810 98.8 403 10&o 333 Mr, 403 84.7 328 69.0 400 B&4 MO 6&4 400 $417 5&7 403 78.1 03 7&8 314 40.3 403 748 314 346 403 7&8 314 30.2 403 79.8 314 J =
BO.QBM 82.3 382 81.0 301 8&8 3B2 70.3 281 6&8 382 719 289 61.8 3R 44T 382 848 382 93.8 283 94.9 3W54M 87.8 318 74.1 207 5&6 318 842 281 48.6 Me 57.7 1256 42.4 918 37.7 318 Bab 318 48.6 248 2&8 318 49.1 248 142 318 4&1 248 21.2 319 49.1 249 �601n 49.6 266 63.1 218 47.2 258 447 214 383 289 4&7 210 30.0 258 27.6 M 34.8 289 .334 203 20.9 288 322 201 17.7 268 322 201 14S 258 322 20103 in 427 234 4&8 200 35.0 234 3&1 185 30.6 234 34.7 102 2&7 234 237 234 29.4 231 240 184 17.8 234 28.8 183 188 234 28.6 183 13.4 24 28.6 18369In 37.2 213 39.4 183 31.0 213 337 179 2&6 213 20.8 176 232 213 20.8 213 241 213 237 789 146 213 222 167 138 213 220 1B8 11.8 213 220 188Z72tn 26.6 179 30.1 155 23.8 179 2&6 162 20.4 178 225 148 17.8 178 1&0 170 1&7 g J
7BIn 243 161 28.4 140 20.3 181 21.8 137 17.4 181 10.0 136 142 181 17A 133 g Z
7810 22.61 162 12&6 133 1&e 162 119 131 1&1 162 17.6 128 N TABLE14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Z~Q r Q a
Anchor Capacity Table fbs) ►= X
ANCHORZ.
8/035810 2.7k CdamSt 9.6k Cott. Romw CMU FO�CtSU PTWood Luta (DP_)X� )=ANCHOR CAP..W On
&18•Eko iNSSEko 5WEko v4.88Eko #IDSUd 9128teel 9128taei MULLION CAP.,,,,„®
Atttlor>i+Pe &16•EkoMreCm V4•EkO UOmC00 9/18'EkoUBmtOn 1/d•EkoU018ta1 W CV
AnchorCOp Pattsms U8lexon Ag•etlaler u5man AggmCHor 8emw(GO sem(146) aaen(o5) USE THIS FORMULA TO OBTAIN THE*ANCHOR
Y
Edgy Ms131ke(m) 1• 212' 1• 2-12• a•va• r 2.12• I.
2•ift' 2.' ave• r &48' o- 0824• CAPACITY REQUIRED'CORRESPONDING TO AN w X tq W
Emtbdaald ) 164• 1-14• 164• 1314• 2 1.1/4• 1•V4' 1.1/4' t-ud• 1-1/4' the r 138` 1-'e• vsbs ACTUAL PRESSURE REQUIREMENT FOR THE
4Arctam9'MN.O.C.I 215Arnie / 1) 78010a 780163 68010s ItWIDs 1898ma 64000 580214 V/A 7601es 749 B80 Oa 189203 682a. 88599 149388 OPENING,WHEN IT IS LOWER THAN THE MULLION Q O O
CAPACITY(FROM THE TABLE)OF THE SELECTED 0.
MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES:
1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. I•�-1.288•-•-I with ft Florida
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS
vacptan
FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDX)R OPENING WIDTHS IS ALLOWABLE flN0 / •O
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. R -
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,118• i Produel Csatro
FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS.
•• ••• • • • • • •• tt //
ANGLE CLIP MUST BE USED N PAIRS. 4)SUBSTRATES CONCRETE $HAL (� RF1<' 7CC P IN T�QNS.HOLLOW AND GROUT-FILLED .126' ,��1,0
CONCRETE BLOCK UNIT CM L FO DS BE PRESSl1RE•TREATID - ;`� IGEN
�A�� T a
YELLOW SOUTHERN PINE WITH A61 SG Of•0.5d•AI,IMIW 80SS AND BEA MINIMUM OF.12G t' SF •'•�
THICK.STEEL STUDS TO BE IiMNIMlMJ60RADE"AND AW TYICir•(IM&GE).STRUCTURAL STEEL TO BEAT 12V X 2.11'X.126'MILLION * No.58705 •'
LEAST.125•THICK MID A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FN MULLION)
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 SS.OR 410 S.S.
• ••• • ••• ••• ••• %O�••, AT[ F
• • • • • •
•• • • • • • • • �iS,7ONAL E"
••• • ••• • • • r/''10117`
A LYNN MILLER,P.E.
FL P.E.#68705
••• • • • • ••• • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 15A ® (ry
Mullion Capgft Table(Ib �J(
Operd"W(dth(tarvet8cm*8pmvftmtflats)orOpentngNalght(orftftn tspaWrQmWoro)
801. 60 in 7018 BD1. %1. 100In 1201. H In t9DIn
Realamtt6s I 1rep'MM. Reo1a80dw Tmp7Dian0. Reatt9mulac TMOMM• R-Waft TtaP'tI1a00• RmftgII• Trapli6•m. R-W@dar TreXMM. Rtwtmt0ultr Tiep/l". Re¢1ery71m 7ra[VMattp. Rtxtm90ar TteP47da80• G
3.20"30 Loaft Loaft Loft Loader Loaft LwAtm L�Oo Loaft Loam Loearm Loaft Lwft Loe•tm Losdtm Loaft Loft Lt6•tm tnadtw �21 1�j
DEa
BAY MULL W
o
421. 170.0 620 170.0 438 170.0 744 1780 478 170.0 866 170.0 806 170.0 8% 170.0 ate 170.0 1118 170.0 821 170.0 1240 170.0 6211 170.0 1468 170.0 821 17MO 1738 170.0 621 148.1 1740 170.0 821 W
48 In 170.0 708 170.0 624 170.0 880 1740 684 170.0 090 170.0 830 170.0 1133 17&0 861 170.0 1278 170.0 877 170.0 1417 17&0 = 162.2 1622 170.0 880 13D.6 1622 170.0 = 1142 1622 170.0 880 y
50.826In 170.0 741 1780 689 170.0 898 1780 631 170.0 1048 170.0 664 170.0 11% 17&0 723 170.0 1345 17&0 747 1842 1443 170.0 788 136.0 1443 A0.0 768 1173 1443 170.0 758 1028 1443 170.0 768 W O
611n 170.0 707 170.0 612 170A 988 170.0 881 170.0 1/18 170.0 764 170.0 1276 IMO 803 160.4 1353 170.0 ON 1443 1383 170.0 886 120.3 1%3 170.0 881 100.1 t353 170.0 881 802 1353 170.0 881 m ~
601n 170.0 866 170.0 701 170.0 1083 170.0 M 167.0 1218 170.0 878 148.1 1216 17&0 044 12.0 1218 I%.8 %B 118.0 1218 1621 924 97.4 1218 146.1 813 %.0 1218 148.1 913 7&t 1218 148.1 913
63 In 170.0 %0 170.0 146 170.0 1116 17x0 %0 180.2 1150 168.9 033 131A 1150 163.0 014 118.8 1160 INA 8% 106.1 1160 1342 80 87.6 1160 120.7 871 75.1 1160 1282 870 6&7 1150 1282 870 W 7
681. 17&0 974 170.0 780 162.4 1018 185.8 881 13&8 1046 144.8 884 114.3 1018 133.1 880 101A 1048 123.4 879 %A 1018 11&8 830 76.2 100 109.4 621 8&9 1048 1002 018 67.1 1048 10&2 618
7278 140.8 880 147.0 784 117.4 880 t2&0 749 10&8 NO 110.8 734 8&0 880 1080 722 782 8% 020 712 "A 880 802 703 88.7 890 79.2 603 508 880 7&6 688 OX 660 78.4 60
nX�
781n 11&7 790 12&1 8% 09.8 780 109.0 878 8&e 780 %.3 883 74.8 7W e" 852 88.6 7% 78A 843 59.9 700 712 835 48.e 700 %.1 921 428 7e0 821 818 37.4 7% etA 8l7 78 In tI&8 750 115.6 457 823 760 96.1 044 79.1 780 %A 832 8&2 780 77.1 621 61.5 750 10.8 612 6&4 780 6W 605 482 750 NA ON 39.8 760 66.2 M 34.8 760 63.8 NO Q Q C
90 In 72.1 6% 74A NO 60.1 583 02.8 491 61.6 683 64.8 463 4&1 583 44.8 475 4&1 6M 44.4 468 3&1 6% 40.0 462 30.0 883 3&2 452 28.8 883 33.3 445 22A 689 31.6 442
%b 69.4 4% 81.1 1.3 48.8 4% 61.0 438 424 4% 44.9 427 37.1 4% 39A 421 33.0 4% 86.1 416 2&7 4% 382 408 24.8 4% 29.1 400 21.2 4% 28.8 384 183 4% 25.0 S% N � �
1081n 413 991 428 353 34.6 391 35.0 348 208 381 31.1 342 281 391 27.6 337 23.2 391 24.9 333 2&9 391 22A 328 17.4 391 10.7 321 14.9 391 0.9 315
1111. 38.4 370 302 335 920 370 33.0 970 27.5 370 28.8 24.0 NO 25.3 320 21.4 370 2A 316 19.2 370 2" 312 1&0 370 1&1 3% LOU
Cn N
1201n 30.4 317 303 2a9 26.3 317 20.0 284 217 317 22.6 289 1&0 317 to.0 278 1&8 317 17A 273 Q Q (3 O
11.to 17.6 220 17.8 203 �
TABLE 15B __ ANCHOR CAPACITY ADJUSTMENT FORMULA:
autetrela 2.78 omcrde Anah 6k MM Table be to F®ed Cd91 Fr Y7e9d Ment (L ,)X J ANCHOR CAPa ANCHOR CAP.,,, Re
R
&IB•Ebo Ur 89 ON 6118•Eloo tW 88 Eke 010MM 01281ed 01281ee1 MULLION 1
AnchorC2pPatteme Andwtype 3118•Eke umm IwEl"Immm 31f0•Ekol00aaon tl4'EkollRaem
t8baeon A0tRe0stw UBtaeett Agyetlatw Sw40 fab)eotery(ON 8eww1O31 USE THIS FORMULA TO OBTAIN THE*ANCHOR
Edge Wtatwa M r 2.112' 1• 2arr 3.118• t' 241T r ate• r 3•tA1' 2• 0.N' O.M. 0824• CAPACITY REQUIRED•CORRESPONDING TO AN
Embt#a1e10 Bak 1814' talc 1aa• tau• 2• 1.1M• 1.114• t-tr4• 1.1w• t-v4• 1.114• 2• tato' tate• 9ade8 ACTUAL PRESSURE REQUIREMENT FOR THE
2Arohm 506.60n.O.Q! 288 Amle Cops I(Rp.lk 39006 3%lba 4501m MVA W 2701m 28D lbs 354 Me 740 fee 374109 Lbs 048169 1Ro 4421m 880Im OPENING,WHEN IT 18 LOWER THAN THE MULLION
4 Alto Q 3A•Mm O.C.I M 285 An&Clips In.2k 7901 730 ms 700 ft 18701.9 2525 m 580 rot SW lbs NIA 1120 ft 71.1. 690Ibs 182&6 6821% a%IOs 1120 ma CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Atahom @ 2.71.888.O.C.1(2)2x6 Atm6 0457(Flo.3k 1120 ft 11201% &48 Ws 2244Im 2254 Me WA Be tbs MA 1039 tm NfA 1920 tm MA lon p. 1327Ibs /880Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE ULT RBYLSI D
ANCHOR CAPACITY TABLE. complying wbh the do
FIGURE I: d10g Ook
TABLE NOTES: Na
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
teml aiaha t3C00no1
2)LINEAR INTERPOLATION BETWEEN MULL LENgW/1i QJVR QFEV4G YGDTHSJS 4LOW4%E.
FIGURE 2: t 1 1111 i l
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCAVE.FOR(WAST DY,F-WI0►1S,BEE SHEETS 21-23. •1 ��`� Op1Y LYNN
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWINQDIMENS&"RESTRICTIONS SHOWN O*SHEETS 21-23. �.
FIGURES SHOW SUGGESTED,APPROXIMATE"AOMWO••
0.0 • • ••• Q...• �JCEN
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOULOW AND GROUT-FILLED
3.260' No.50705 1r
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED fil'
YELLOW SOUTHERN PINE WITH AN SG OF 0.6&ALUMINUM SHALL BE 6083.75 AND BE A MINIMUM OF.128• --13THICK.STEEL STUDS TO BE A MINIMUM OjZ/�E 4.045'T IQC 18 eAt1SE}STRIJSIdRAB Si4EEl TO BE AT 30.BAY 13 LFAST.126'THICK ANO 936.ALL ANCHOR`IN SHAL$i L�XND LEAST 3 Sl�4EtN Tf9�EADS BEYOND Ml1LLI0N a(�• S7
THEMATERWL.0108812ANCtiORSINTOWQQD BE j6.8S.SR41QS.3.• • �(C`S'•.!c<ORiOP.•''G���:
ANGLE CLIP(FIGURES 1.3)MUST BE USED W PAIRS. ••• •• ••• •• :• •• �S()NAL a`���
• A.1b*WIINIL ,LiRP.E.
FL P.E.B 58705
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE16A
Mulaon Capacity Table
OpeningWkn(for vwfl- spudrvntwcm)iuOpen111gHelght(for7pA20nt9tN8patT11791ndkm)
Win 60In 701n 80 to 401n t0oln 120In 14010 1801n �� O
ReotenW(m Tiep✓7deng. Rix ReP7akn0• Reolat9tdx 11ep716a18• Reo�ngulx TrapJTdxto. ROo iar Tieptl6eng. Reoletgcix Twprfdup. Rea}aa0tds 7Ie6r18ang. fte4mnDuix TlLoadan& Reoiangal;r hap/Tdag. n
3.28°48 Loaft Lesata Loadno Lacing ft Laft Loafing I"" LoaAw Lacing Looft LoaAka IaeAng Looting Lacing Lacing Lome Lading �.y
BdIULL fl) ��fn
o
42b 170.0 820 170.0 435 170.0 744 170.0 476 170 868 170.0 108 170.0 gat 170.0 819 170.0 1116 1170.01 821 17&0 1248 170.0 621 170.0 14M 170.0 521 1170.0 1736 170.0 621 180.3 1871 170.0 521 W
4010 170.0 708 170.0 524 170.0 850 170.0 584 170.0 082 170.0 830 170.0 1133 170.0 801 170.0 1278 170.0 677 17&0 IN7 j170.0 483.7 1887 170.0 880 140.3 1637 170.0 680 171.8 1057 17&0 060 N
60.826In 170.0 747 170.0 883 MA 896 170.0 e31 I= 1048 170.0 604 170.0 1188 170.0m 170.0 1346 170.0 747 170.0 1484 170.0 768 147.1 1652 17&0 758 128.1 1862 170.0 768 110.4 1662 17&0 768 � •�� (�
641n 170.0 I 797 1170.0 812 170.0 958 17&0 891 110.0 1118 170.0 784 17U 1276 170.0 W3 170.0 1434 170 037 192 1466 170.0 ON 12&8 1455 V0.0 881 110.8 1466 170.0 881 a7.0 1455 170.0 881 tr4ybq ~
00 In 170.0 888 170.0 701 17&0 1063 17&0 707 170.0 1240 170.0 BTB 157.1 1309 170.0 944 139.7 1308 170.0 086 125.7 1309 183.8 994 704.8 1308 167.1 W 099 1309 187.1 862 7&8 1309 157.1 882 � •
83 In 170.0 030 17U 748 170.0 Ilia 1710 850 1829 1247 170.0 940 1429 1247 184.5 083 128.7 1247 162.8 088 1149 1247 144.3 052 95A 1247 1382 838 81.4 1247 136] 935 71.3 1247 135.7 036 g
081n 170.0 974 170.0 769 170.0 1169 170.0 003 148.4 1190 183.7 886 129.8 1190 147.9 946 115.4 1190 1389 024 1039 1190 12&4 914 68.8 1190 1199 808 742 1180 11&1 893 84.9 1100 11&1 693 Z
7201 161.0 1010 169.01 817 1 t343 1010 1448 M 118.4 1010 1272 842 161.0 1010 114.7 828 899 1010 10.5.8 017 80.8 fall) 9M9 807 67.3 1010 00.8 705 $7.7 1010 87.8 700 609 1010 87.7 789
Z
76M 737.4 808 143.B 782 114.8 i0B 121.0 778 88.1 806 t07.1 781 669 808 982 740 7&3 008 882 738 80.7 808 83.9 779 67.3 f106 747 718 49.1 BOB 71.2 710 42.0 BOB 70.8 708 '� S` ted,
70 In 127.1 881 132A 754 105.8 051 1129 738 00.6 Sgt 9L8 726 70.4 881 689 713 70A 081 81.0 703 6&8 681 76.4 604 53.0 881 88J 001 46A 861 61.6 075 30.7 881 93.7 672 >" Q N O
001n 82.7 048 86.4 674 6&9 848 721 6B4 89.1 049 62.0 664 81.7 648 6&1 848 48.0 848 809 637 41A. 648 479 630 349 818 41.5 519 299 616 362 511 28.0 848 389 607 � LU�� c
06 In 682 688 70.1 508 8&8 568 69.1 499 4&7 688 81.4 491 42.8 5B0 459 483 379 B88 41.4 478 34.1 688 3&t 470 2&4 588 33.4 459 24.3 688 3&6 452 21.3 668 2&T 447 fA
108N 479 449 48.0 408 399 4q 412 308 342 149 36.7 393 28.0 449 31.7 987 25.8 449 2&8 302 268 448 28.1 377 2&0 448 22.7 388 ITA M9 20.4 361 1&0 449 1&9 356
111 In 44.1 425 45.0 J85 30.8 425 37.9 370 31.6 426 32.8 373 27.6 428 20.1 307 249 4225 282 382 221 426 249 380 18.4 425 20.1 350 I&e 425
1201n 349 3& 389 331 29.1 984 299 320 249 384 ..a 321 21.8 364 229 317 10.4 384 20.6 313 179 664 18.7 309 _ f O
144 In 20.2 T. 20.4 233 18.8 283 17.1 230 d Z
TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnehorCapacity Table be ANCHOR CAP.,,
subsb oW 2.7k C-Mt &5k Can;. FAed t2AU PT Wood Amim (DP)X� ""}v ANCHOR CAP.,,,
6216•eko 174•86Ebo 6718•Etc* 1M•sEk; 6108bw 612 Siem 612 Steel MULLIONCAP.,,a,,,,,
AnahorCgpPatt9m9 Analorlypa ufaEkoina;oan t14•Eb;tlBre;m IAOeam 31t8•EboUMe¢on tt4•EkoURmoon Agoromke UOtaaon ApptaOata t3xe9r81618x;14(06) 801;141(09) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Eape u;t01ae t9+k 1• 2-frrr 2•trr 3-IM r 94•2-trr 1• 24*1 2• 3.10 r 0.40• 0 0.324• CAPACITY REWREIr CORRESPONDING TO AN
Ela6e6nem On talo• 1114• law• 1.34• z 14M I-Iw t-114• 1-114' 1-va• 1.174• r 1-376• I-w win ACTUAL PRESSURE REQUIREMFJVT FOR THE
2An;ins®6.60n0.arR120ftokceysr(F19.I 390(25 390253 451&: ON 03 IMM n0 ! 1 = 354tbs 740 ms 374168 r�6s eaems 341 Me 442 as ft OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AnDIM®3.5•Mm O.C.7R)2X5 Angu Mvs 7 f.2): 7801hv 7900• 700 ms 1m aw 2528@0 Bd0 025 6801ba wk t I20 Aa 749I0s 805(Dl) 1898 0>s 082 m; 686 n; 11200w CAPACITY(FROM THE TABLE)OF THE SELECTED
0 AnMOM 9 z71•MIL oxl 1(2)216 An010 CO➢;I M 3): Moms I 1120Ib; I 058k; 1 2248 iw 2284105 Wa 6601 wa 30'.01.00 ►Ba 1920014 69A 1022 We 1927Ibo 188oft MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. W1npI7N8.rah�4�O
ulldi0BO0do/� w
FIGURE 1: TABLE NOTES: tipJ'• ( 6
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. p6bd1u4Conael
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LEARE��NQQNIS~R QPEWNG Vf DTHS•1S 4LOW&%E. 11111 1[fill,
05LES TO BE DRILLED IN THE FIELD ULLION AND MULLION CLIPS FO LOWINQ MENSI T TO �.F E�OR TR¢T10NS SHC�N OTVSHEETS 21-23. .12W X46°-�HEETS 21-23. \\ ON(GENS�i`�
• • • • • • •
FIGURES SHOW SUGGESTED,APPROXIMATE" L NS. •• • • • 000
'•.
' No.58705
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.260' n
FIGURE T. CONCRETE BLOCK UNIT(CML!)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED [�( ��`
• • • • YELLOW SOUTHERN PINE WITH AN SG OF AL BUM SHALL BE 8083.76 AND SEA MINIMUM OF.126'
THICK.STEEL STUDS TO BE A MINIMUM 33 d.ow T 18 E}STRlIC1f1WR 0TFEEL TO BE AT 4V SAY %��'• STATEI �CC/
LEAST AW THICK AND AX ALL ANCHO IN am SHAL D LEAST 3 St�2EW T JEADS BEYOND MULLION '� FCORtOP•.• \
• •
THE MATERIAL.810 ANCHORS INTO MOD MAN BE ZVEE�S.9 RR 4V S.S.• • %, ••.... �G
ANGLE CLIP(FIGURES 13)MUST BE USED IN PARS, ••• •• ••• •• :• :• rs/(�(�IA�
A.LyuA HULLER,P.E.
FL P.E.#58706
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
F1.OD0'�I h-1'2fi0'-N
--� 1.000• t-- --'•� 1A00' �•- ���
.126'
.1
2.750' .126' 3.126• .126" 3.1W Y �+
.126' � .i25 2760' .128'
2.0100' 2.0100' 2.118' fV
L126' L �� 6D� 288' I 125 Z N L y
1'X2'X.128'hI1LLION 1'X 2'X Z?6'MULLION VX2.78'X.376'MULUCN 7'X 2.76'X.880'MULLION 1'X 3.125'X.6'MULLION 125 X 3.188'X.266'MULLION 128'X2.11'X.12VMUll10N Q Q,M m
8883.78 ALUM. (083•TBALUM. 8063-TB ALUM. 808376 ALUM. 6063-TB ALUM. 008378 ALUM. 608;3-TB ALUM.
XSECTION XSECTION X-SECTION X-SECTFON XSECTION XSECTION X-SECTION coLU
Z Q O
�I h'-.125' rL y
TABLE A a W g
r STANDARD CUP 2X6 ANGLE CUP Z
6063-T6 ALUM. 6083-TB ALUM. Dimension Value on) For Mullion: g O
2.000' I 2.125
XSECTKiN U-CUP XSC-0TION Z
2.000' A 1.826 .� d
B 2.654 i'X2'X.125' Q J �'
125 r LL
80-SECTfA NM. I 125' C 0.885 Alumblum 0 o
L lube Mullion ZZ
D 0.740 Qo c
725 I O
-I.740• B 2.404 1'X2'X.376' l�i S Y
SAW AIUMInunl � 1 1n y
CU7 HERE TD 376' C 0.838
.375 3.1251 CREATEFCLu,,SEE MIN. 5• Tube Mullion (~j 2 O
r- .375M8N. D 0.480 d
MIN. DETAIL F,SHEET4 - A 1.878
MIN. B 3.000 1'X 2.76"X
r- r-------�
Lr r I A FE WCL1P A 1 -------1
L_ ___-_J L--_---_j6063-78 ALUM. `- "-------------------' 2X6 ANGLE CLIP C 0.761 .376 Aluminum
TOPVIEW 8083.76 ALUM D 1.118 Tube Mullion
STANDARD CLIP CENTER OF ANCHOR HOLE MUST UE WITHIN THE TOPVIEW E .460 Min.
6063-TS ALUM. R DASHED BOUNDARY.SEE SHEETS 617 FOR THE A 1.312 1'X2.75'X
CENTER OF ANCHOR HOLE MUST LIE TOPVIEW ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR
WRH6N THE DASHED BOUNDARY.SEE HOLE DIAMETER:ANCHOR DIAMETER+1118'. B 3.000 .860'
SHEETS 617 FOR THE ANCHOR O.C. D
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.478 AIUmbllsn
DIAMETER:ANCHOR DIAMETER+Vi8'. SHEETS 617 FOR THE D 0 638 Tube MD1tlon
ANCHORO.C. TABLEB A 20D0 ODUCTRBVIS9D
DISTANCE.MAXIMUM POT Part# 1'X3.126'X eongdyluswph the Florida
8.800' .375 ANCHOR HOLE Mull Dlmenelon(sheet 0) B 2.637 ndirsOado
OLAMETER:ANCHOR Mullion Std.CliprRm.
U-Clip Angle Up .600'Alum
.376' Mme• DIAMETER�iRT. C 0.883 Tube Mull DIS
MIN. 1'X2'X.125'(6) 68606 688113M SM43M SM11M D 1.137
----- ------------------- 1'X2'X.376'(6) 8115= S68114M 688244M 6WS12M A 2.626 adeProduct nuoI
r I 1.28'X3.188
r I I 1'xz�;x 3�:m. • 7 16M 888245M 886513M B 3.282
r i t�3 X.265 Alum Ilr
r i B 1' .75'X. •(8) • M161� 6BB248M 668514M 0 0.882 Tuba Mull ``��w. LYNN411/��,,��
11 xSAV X. (9i i88�171� P 16M 1114M SM242M 6=16M :��•'�10ENSF'' Q��
- r i 1.25'ANON 9.10(12r•$MAM 1588}1171p 6661113M 6116241M A 1.813 1.12 X 2.11'X
7.28'X2.11'X.126'(18) 69370 MIA WA WA 6WS1704 Tube Mull No.58705 _
OFFSET CLIP
O NOTES: • ••• • ••• ••• ... = OF
S w8083.78 ALUM. • •TOPVIEW S {tj
745 1)HOLES TO BE DRILLED ONTO�FIELt7FOLL�Wn4(i DIMEN:ONAL Rt T:ICTIONi GIVEN ON THIS SHEET. '•.FtOR10P,.''G\'
2)SEE SHEETS 6-20 FOR SWESTEI:IPPROX ft4 HOLT&=TIONtfANC1�K O.C.DISTANCE. J'
3)SEE SHEETS 24 FOR GENERAL.INSTALLATION METHODS. A FLMP.E.#58705 E
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
1.000• -j 1.000'
1.12MV
' �I:40'
II {-{IIIA 125' F' .125' 4�'S I4`
4.0 M I .126'STANDARD CLIP
4.000' R.12
4.000' 5' 2.000• 6063.76 ALUM. I 2.128' 2X5 ANGLE CLIP E'
XSECTION U•CLIP 2.000' fiW3•TBALUM.126• I XXSECCTIOINIXSECTION21 LZ.126' CENTER OF ANCHOR HOLE MUST LIE WITHIN THEb 37G ' DASHED BOUNDARY.SEE SHEETS 6.20 FOR THE j Z
ANCHOR O.C.DISTANCE.MA)OMUM ANCHOR g 0' t0
HOLE DIAMETER:ANCHOR DNAiETER+1116'. W p O
11xrX.125- 1•X4"X.378• i•X4'X.37W 8.600• HOLE
m Z t�j y
MULLION MULLION `T'•MULLION F
6063.76 ALUM. 6003-T6 ALUM. 6063.76 ALUM. .378' 3.125' �j_cR�EAH'ERF•0.6,.8EE .376" -~�MIN. y J
XSECTION X-SECTION XSECTION MIN. DETAIL F,SHEET 4 W
1260• .376' -------- Z
I r--------- --- i .376'
CENTER OF
I i ANCHOR HOLE 1 Mme• ! Z
La,
1260• t t I I t + MUST LIE WITHIN d
I I i I THEDASHED U r r
t I I I F BOUNDARY.SEE I + Q o
F -�- IT _-- SHEETS&WFOR T11
1__,-____I Q
2.876' I I 1 I THE ANCHOR O.C. � ! �
3.94" MAMMUM t I O
3.250• 3.260•L I I I I ANCHOR HOLE t + N J52
l I I I I DIAMETER: i I '•1 � V)
99" .100• .100 LL -----J L------ 1 ANCHOR L---------------------J ~S
t DWdETER+1l10•. 0
_ 2X6 M e E CUP
.100' 606TOPV g �
824' 824• STANDAROCLIP U-CLIP
-L -�
CENTER OF ANCHOR HOLE MUST LIE 6011348ALUM 606OPVIEIEW
.820•If -^i.SW IFS WITHIN THE DASHED BOUNDARY.SEE TOPVIEW
126•x326•X.i0T 1.26•X 3.26'X.824• i26•X3.94•x.624• SHEETS 6.20 FOR THE ANCHOR O.C. TABLE TABLE C.CONT.
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmendan Value 5n)For Mullion. Dlmenelon Value{In)For Mullion:
6005•T6ALUM. 6006.76 ALUM. 6006-T6 ALUM. DIAMETER ANCHOR DIAMETER+1N6•. F 3.867 1'X F 1.
X-SECTION XSECTION XSECTION p 1.000 .126• 0 0.660 X.824'
3.489• 6.690• H 2.880 theAluMe to H 1.438 Tube
Aluminum
1 3eoe TubeMu9lan I 3280 TubeMubton
V3.2
2.661' 1.877' I .126' MING' .376' F 3,,87 11 X4"X F 2.626 1.28'X3.94'
G 0.767 .376' G 1.128 %.824'--_l H 2. Alwtlrelm H 1.600 Aluminum oor�+Mull t0�6m arida--- Ir ------ 1 3.000TbbeB•T 1 3.280 ViaMul9onF 2250 1.25"X328' F 2.813.126" G 0.750 X.900' F 2.878 I I t I H 1.600 Numluml126' 45°-y-� 2.260• t I I t I I 1 3.280 Tube Mk+6ion M• • •60'45-BAy MULLION 3.260• LED30•BAY MUL6063.78 AUNA. -----�� Lt -!-!.,• • • Mull Dimamton POTPer168003.78 ALU %SECTION • • • • • • • {eheetti) Mullion Std.Clip OlTeetCli UCIP AngleOtlPXSECTIDI •• • OFfSET dbP• ••• P X4•X.128•(10) 88364 6Wil1M 6681122M S13821iM 688618M
.126" I G 0003•TBALUM. VX4•X.378'(11) 88610 686112M 608,123M 600242M S688i9M No.58705
.225• 4-^.98,•-� 4"".981•^ Tom XC X.375- 86663 688112M SSW= 888Z42M 68�19M = � �
NOTES: .740• 128•X3.2'XAOW(13) 201611 6661127M ONI124M SOM10M 0680116M =-O'. p I �'
• ••• • ••• ••• ••• i �[ (S. 4U
1)HOLES TO BE DRILLED M THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET.• • • • • • • • 12V X&W X.024•(14) 2at6i 8881128M 8801128M 888241,M 8886178M :��'•, S ATE
• • • • • • 12SX3.84•X.624•(18) 9182 8801117M 8881120M 886241M 888817M •.•F(ORIVP.•'
•• • • • • • • • i '
3o Degree(19) 88649 WA WA WA 688s1/0M 5-`s(}NAS- C,
2 SEE SHEETS 6.20 FOR SUGGESTED,APPROMMATE HOLE LOCATIONS. • •• • •• •• •• �G o
••• • ••• • • • 48 D%91ee(20) 86650 WA WA WA 8869111M !i \�
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS A.LYNILWILLI=T2,P.E-
FL P.E.0 58705
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE E
+
Mull Dimension POT Part#
(•hesto) Mullion Std.Clip U•Cl1p Angle Clip I x•126• J'11-4
�{(•-.125•X4°X.25'(10) 58802 888281M SM71M 8886112M•XB°X.2W(17) 88804 688282M OM72M 6665113M STANDARDCLIP U-CUP 2X5 ANGLE CLIP
2A00' 8053-TB ALUM. 2.126• 8o63-TBALUM. 8083.76 ALUM IYNOTES XSECTION XSECTION 2000• X-SECT ON1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •125 .126' .926' 00
DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET.2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATEIHOLE LOCATIONS. 1.490' G14LIJ
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. W
6 6110`
g V It N
3.600' CREATE FRCUF. b.000' 375' W to O
��'''� CUT HERE 70
02D*'W
.376' S 1 SEE DETAIL F. .375' MIN. ED O
MIN. r-SHEET4 MIN. .376'
r___ ----- --------- __ __ z
Z
i 0
4.D00' I 1 1 I J `-
-I------ 3.438• + 3.438•
•25TX4 X26•
MULLION I I 3.438'
8003.78 ALUM. Q
XSECTION i i I i i •375 GO Z
- --- --1--- -------' L--------------- --......I (MSN. � O
- STANDARD CLIP U•CLIP.8003.78 ALUM. 2X6 ANGLE CUP a Q p
CENTER OF ANCHOR HOLE MUST LO: 8083-T8 ALUM. O FO 2'X4'MULLION SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 8083.78 ALUM. a y
WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPYIEW S !
SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C.
kilETEFt
MUM ANCHOR HOLE
CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE
OR DIAMETER i/18'. WITHIlNN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER r 7N8•.
SHEET¢b•20 FOR THE ANCHOR O.C.
5.5w -DISTANCE.MAXIMUM ANCHOR HOLE
CUTHERETO 2.D00'-
"1 .375 CREATE -CUP. .376' DWMETERANCHOR DIAMETER+INB•. 6.000'
MIN. ^� r_SEEDETaaF, MIN. .375
BHEET4 MIN.
37b'
1 I I
I 1 I I 1 I
WM-W,
.21�• 8.000 - - -r-- --j 4.688' 6.438' +-----
1
Is •• • • • • j j 111{11}NIN
I I •I s.t35'• • • •I • 6.438' I 1 �� L N i�
2•X8'X2S i 1 i• • • • • ••1 • `�,�'�•.••�10ENS 1F '�
60MULLION
AU1M i I M• •• •• • •I•• i j iP' ••.'>*C
XSECTION I i = x: No.58'105
.376' = c
`------- ---1--- ------ I ---------------------' MIN. -
• •• •• •:• • • •• ���••. ATE
STANDARD CLIP •• • • • • • i1CLIP • 2X6 ANGLE CUP
.211 8003•T8 ALUM. • •• • •• 6W&V ALUM.. 0083-To ALUMS�ONA�-
TOP VIEW ••• • ••• UCED FOR Y Xi'MULLIGN.SHEET 17 TOPWEW /i
TGPVIEW A.LYNN MIL1x`9 P.E.
FL P.E.#58705
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-MO PSF.
N0 ANT3iORS W HPAO 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 3Y+32+11-01.REFERENCING SHEET 25,THE COLUMN DING ® p R
RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLkS FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED &7 x
DESIGN PRESSURE OF+80111-80.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE.USE THE NEXT LARGER SIZE AVAILABLE. L'
SEE SEE FROM TABLE 3A,SHEET 7,THE 1'X 2.70'X.376'MULLION(LENGTH-72',OPENING WIDTH-707 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1.68.3 PSF AND WOULD g
DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. L V!6
APPRmwu� 23 FROM TABLE 4A,SHEET B,THE 1"X 2.76'X.650*MULLION(LENGTH a 72,OPENING WIDTH-707 HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE b E'
72 OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 838 UBS. N
MULLION
LEN 0T11 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUM-IT"AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLO'WITH(4)812 ANCHORS AND THE 2X6 N � m
'
U ZJ ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF S86 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CUP IS EASIER TO INSTALL ZSEE 0
y
DETAIL& 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL
SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE -1
23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES Mb FENESTRATION PRODUCTS TO MULLION. g
0, N
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS*1-80.0 PSF.TH OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, LU O
NOANCHORS �
IN WINDOW SIU. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: I y
�Dm OPE (so PSF)XF)=624.9 LBS (MAYBE USED TO QUALIFY 010 StEE7.SCREWS FROM TABLE 4B) :3 :3
Z m gg3
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318'.THE OPENING REQUIRES A g Z
DESIGN PRESSURE OF+50.0/46.0 PSF. d,
FOR THE VERTICAL MULLION: Z Q O
1)INITIALLY ASSUMING THAT A T WIDE MULLION IS SUITABLE,THE Iy1ULLION LENGTH IS 32'+72'+T=103'AND THE OPENING WIDTH IS 38'+30'+P=73••REFERENCING SHEET 26, Q o
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WLl N g c .-
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01-66.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SITE,USE THE NEXT LARGER SIZE AVAILABLE d
FROM TABLE 3A,SHEET 7,THE 1'X 233 X.378'MULLION(LENGTH-108',OPENING WIDTH-807 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+}1A1 PSF D. N
-MULL WIDTH I I= AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. UI
U Q O O
FROM TABLE 12A,SHEET 16,THE 2"X 4'X.260`MULLION(LENGTH-1011',OPENING WIDTH=807 HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d
SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. g �
DETAIL& IL
3 PENESEE
TR TION S11EET8 BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+38'+2-74',NOT 73'AS PREVIOUSLY •T
PRODUCTS 23 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICAE�E FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
APPROV THE 73'DIMENSION(35.112'+36.1)Y+2'-737.
2)USE TABLE 126 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED
CALF i CONCRETE HEADER AND SILL ARE S'WIDE.IF THE MULLION CUP WhRE TO BE CENTERED WITHIN THE W.CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.
VERIMULLION - - USING THE STANDARD CUP WITH(6)3/16'ULTRACCIN ANCHOR AT AN EDGE DISTANCE OF 2-1M GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND
LENSTH �$EE ~SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
Q DETAILS. DETAIL E,
OPENING SHEETS 23 SHEET 3 FOR THE HORIZONTAL MULLIONS:
HEIGHT
FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X 260'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
M
MULLION MULLION TYPE COULD SE CHOSEN. � 6
MULLION W dwFWds
No
1)THE MULLION LENGTH IS 38'AND THE OPENING HEIGHT IS 32'+72.L+2'.106'.REFERENCING BEET 26,THE COLUMN USING TRAPEZOIDAurRIANGULAR LOADING MAY BE Amb 1
USED.FROM TABLE 12A,SHEET 10,THE 2'X 4'X.280'MULLION(@ LENGTH-42,OPENING HEIGHT-120*)HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE Azo
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLFICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. I
SEE
DETAILS• 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE NP leml a Fl UCI Coned
SHEETS WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 6'J CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH
23 (4)3118'ULTRAOO N ANCHOR AT AN%GtL 01*kp AF 1'•GNE9AN ARCHB#R CAN4tITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 1 A A 1 I!I I
ANCHOR CAPACITY OF 621 LBS. • i ••i i i i i `���ONV LYNN yl/� i��i�'
36',NORUL ,� 3e',HORIZ. 'VIII 4)FOR THE U-CLIP IN THE HORIZONTAL OIf T THEleu"'E ANCHOR CAPACITY 821 LBS.TABLE 128 FOR THE U-CUP SHOWS THE ANCHORMULL
�'��:'�,\CENSE'•�tC�
�oPEwNDxmTNFtXtvEarRcuttuLTi-- ANCHOR TYPE SA012STEEt SCREW O a•� RglE
IS 1074 LOS WHEN USING F E SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS.THE Q': '••4f
' No.58705
FROM THE ABOVE STEPS.OUR MULLION DE51M PRESSURE IS:
+1.64.7 PSF FROM THE VERTICAL MULLION; r
*1-170.0 PSF FROM THE 36'HORIZONTAL NIULLION41kWACHING110 CMU!•• *68 •••
+/-170.0 PSF FROM THE 38'HORIZONT/�MUU.IOM�ATTACHWO TITHE IERTICAL M ANON(INIERSECTION). ATE OF •`y�C/
THE LOWEST DESIGN PRESSURE IS+AjgSFAV WOULD
,,APPLY TOALOFTHE M*LLIONSO %'�� FCOR\OP.•''G,\
VERIFY THE DESIGN PRESSURE OF T%Y�ST -RON PRyyyGTS US'�I�WITH THIVII!fULUdMBYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ASS/ONAL `
PRODUCTS,WILL APPLY TO THE OVERALL Y.FINAL�DEESSTTON PPRRESSURE RE IBES NAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LAk N)L!CE4,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.O 65705
••• • • • • ••• • •
• • • • • • • • • •
••• • • • ••• • •
EXAMPLES OF RECTANGULAR LOADING. EXAMPLES OF TRAPEZOIDAL/I'RIANOULAR LOADING:
..
PW PW
Xpw 7/,
Y
/ / I
3HfDH SHg7H 311/0H SH/DF1 I PW PW Q
I
/
r/ 7
I
w 3 O
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS HINGED J
DOOR >
1 SOD Z 'L
LOADING OF VERTICAL MULLION 2 (II
pyy 1 W 2
I LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION
P
PW
O �
/ I PW PW Z P
/ I PW
SHIDH SMO0OH SH/DH SH/DFI t Q Q lZ
sHnIH
Q�
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION r /
PW PW
I
1
I
LOADING OF(2)HORIZONTAL MERLONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
PIAI
HINGED I NOTES:
DOOR PW PW I RODUCTRBVISED
con1PlYing wlih Ilse Fleirida
I
1)DRAWINGS ARE dingcdit �.-4
I RERESENTATIONS OF TYPICAL No 1
j FMN CONFIGURATIONS. um P\y / CONFIGURATIONS NOT SHOWN
i•• •• i • •• / MAYBE EXTRAPOLATED FROM O�pot
THOSE SHOWN
1: • i•i •• / BEI DETERMINED,USSE E CANNOT \`�•`�ONV 4YNN g�/����,�/
.I•• / • • • PW RECTANGULAR LOADING. `: �,\GCNSF •.,'P, l
�, r • • �'•
PW
3)SEE PRODUCTS APPROVAL FOR _ N0.58705 _
/ ACTUAL ANCHOR LOCATIONS. it _
OF VERTICAL
LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR NOT CAPTURED OR ANCHORED WITH INTERISECTING HCRIZONTALLMULLION%••j • • • �• •�»'•• '.. a`��S :•
I ATC f
•••, • • • • SOD ;O�'•.,•.,FLOFt\OI`,••'
••• • ••OUADINti OF VERTICA LOA M OF HORIZONTAL A.C7NN M�L��EFt,P.E.
MUwON MULLION FL P.E.#58T05
• • • • • • • • • •
• •• s• ••• • •• ••
••• • • ••• • •
Florida Building Code Online Pagel of 2
°xol tl irrmll ,`•�.�ai�1 �i'�n6 (;��u�rl� l(��''C �I moi'em
Florida De�pilftcmecl.>! bas Mame I Log In E user ReghManon Hot reptcv � submit surcharge State a Facts r:1-ik n �„_ I I E y..n: I 6k:'
BUSIIrIeJ 7�?) Product Approval
Professtn'al µ USER:PobBc User
Regulation
emduct Aehnwal Menu> >AOOHoWn List>AP kau•n Doau
FL# FL16736-RI
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived ❑
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekosS@cwS.ec • •
0000••
• • • 0000••
Technical Representative Erin Koss •••• • • • ••
Address/Phone/Emall 1900 SW 44th Ave. *00:00 :••••• ....i•
Ocala,FL 34474
000000 •
(352)368-6922 Ext 291 • •
0000••
ekow@cws.cc 000000
0000••
0000 • 0000•
Quality Assurance Representative ]ay Lathrop •••••• • • •••••
Address/Phone/Emall 1900 SW 44th Ave. 410 •• 0..*.:
••••••
Ocala,FL 34474 •••••• • ••
(352)368-6922 Ext 291 • • • •
jlathrop@cws;xc • • • • ••••••
. . •0000•
Category •• • • ••• • •
Subcategory (19
l Sikler •• •
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
F6 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.Urkh,PE
9, Validation Checklist-Hardcopy Received
Certificate of Independence FL16736 R1 C01 EvalRep CWS 8715(HS-8200. 74x63.IMP).ndf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA/TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
h4://www.flori&bWlding.org/pr/pr app_dtl.aspx?pamm--uGEVXQwtDqugob1%2flZm6... 6/24/2015
Florida Building Code Online Page 2 of 2
Sections From the Code
Product Approval Method Method 1 Option D
Date Submitted 04/15/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 630,XO or
OX.
Lbnfts of Use Installation Instructions
Approved for use In HVHZ:Yes FL16736 Ri II CWS-8715(HS-8200.74x63,IMPI.Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resist nit Yes Created by Independent Third Party:Yes
Design Praeaurm+60/-60 Evaluation Reports
Othere Large Missile,74"x 63,DP+/-60 psf.Outer lite In FL16736 Ri AE DuPont PVB NOA 13-0129 27.odf
I.G.must be safety glazed when used above 30 ft.In HVHZ. FL16736 RI AE EvalRep CWS-8715(HS-8200.74x63.
Glass complies to ASTM E1300-04. IMPJ,pd
FL16736 RI AE Duanex(Mikron)NOA 12-1017 02.odf
Created by Independent Third Party:Yes
%16736.2HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slide IMPACT,111° tom',11lehC. ••••
Limits of Use Installation Instructions
4141 • • • •
Approved for use In HVHZ:Yes FL16736 111 II CWS-869B(U5-§gq0 111x •
Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner " W •""'
Impact Rtrrt:Yes Created by Independent Third parr/•Iles • • •
Dessdgn Pressure:+60/-60 Evaluation Reports 0 0 0 41 41 41
Oltber:Large Missile,111'x 631,DP+/-60 psF.Outer Ute FL16736 RI AE DuPont PVB,1110'A'1%0129 21.0 :00419:'
in I.G.must be safety glazed when used above 30 ft.In 171-167 36 R3 AE DuPont SGP FKf*PI-0624 OF�o F 00000
HVHZ.Glass compiles to ASTM E1300-04. FL16736 R1 AE EvalReo CWSa86B8 LH5-8200'1I1K6:i. •• ••'
MI PI.odf • • • • •
FL16736 111 AF Ouanex(MilNn)0r.}bA 12-101f tlAR • •••
Created by Independent Third"o Was • •'
•
• • • • 0041•••
•41041••
6arJc ® 0 • • • •
• • • •41041••
4141 • • 4141• • •
•• •
S+ fi::1940 North Monroe Peaire:250=01117-11124
The State&Florida IS an AMEEO empa0er.SaeurimM 4667-461 Srstn of Florida.::Prey Sbftment::AccesslhelN tr cement:: Statome
Under Florida law,anent addresses are public records.V you do not want your a-mall address released In ragronse to a pubtlo-records requeA do not sand
electronic roar to this entity.In9tead,Contact the office by phaco or by traditional mall.rt you haw any questloce.please contact 850.487.1395.*Pausuant to
Section 455.275(1),Florida Statutes,effective OUober 1,2012,licensees Ilcen sed under Chapter 455,F-1,must provide the Department with an emae address if
they haw aria.The emalls provided may be used for official communication with the licensee.However email addresses are public record.Ir you do not wish to
supply a personal address,please provide the Department with an small address which cim be made available to the public.To determine If you are a Ilconsm under
Chapter 455,FS.,please ddt hCM,
Product Approval Accepts:
1E®PR
sINR 'sl;nics
Sim
http://www.floridabuilding.oTg/pr/pr_app_dtl.aspx`?paras=wCrEVXQwtDqu8obl°lo2fTZmb... 6/24/2015
URNER1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph.941-380-1574
TCONSULTING,INC. FBPE C.O.A.#29779
Evaluation Report 869B
April 18,2015
Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),
XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window)
Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5°i
Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-869B,signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3887-3,-3A,-4,and 4A,by National Certified Testing Laboratories,
Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,20+2,2Q
`94,ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09,and AAMA/WDMA/CS4 ;••••• ......
101/I.S.2/A440`08
4) Supplemental Calculations to support CWS-869B,signed and sealed by LucasA.Tiuner,I.E* ....:,
.,.•.•
Installation: Units must be installed according to approval document CWS-869B. ••••
0000 0 ,.•••
Limitations of Use: This product: **:*a:
� • •••••
• May be used up to the sizes and daylight openings indicated in CWS-869B ..••••
•0•000 •
• Achieves design pressures of+/-60 psf :09:0 : .
• Is Large Missile impact resistant and does not require the use of shutters ••••••
• May be used in the High Velocity Hurricane Zone • Goo
••••••
• In the operable sash,requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13%.
0129.2 It,and in the fixed glass requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.
11-0624.021
+ Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021
1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5'b Ed.(2014)Florida Building Code for use in this
product.
Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest
in any other entity involved in the testing or approval process of this product.
♦�%Q5.p'`Gi�`'•r�' �'�
No 58201 f
# - 4/18/2015
STATE OF ;'trr: Lucas A.Turner,P.E.
%�,�•.•�L p P.%,�+• FL PE#58201
10 • ��+DR�
IONA��� Lucas A. Turner
011#1112015-04-18
22:21-04:00
GENERAL NOTES: �j/]�jp�
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SfOWNHEREIN IS DESIGNED AND MANUFACRIRED
W0=WMTEM5W
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 9W 44TH AVE.
EDITION INCLINING THE HIGH VELOCITY HURRICANE ZONE(HVI�AND IND S FLORIDA E.
IB RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED WWW,CWS RI34474
IN ASTM E 7998 PER THE FBC.
*GLAZING OPTIONS:(SEE SHEET 2)
*CONFIGURATIONS:'Or,IM'. am PVC
112114'MAIC OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: HOR'L SLIDER
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT
111•MAX UNR W UM GLASS TABLES ASTM E-1308.04.
-POSITIVE DESIGN LOADS BASED ON.TESTED PRESSURE,WATER �n v
INFILTRATION TEST PRESSURE AND GLASS TABLES
49AB
GL '9'lfr GLASS O SW ASTM E-1300.04.
6 ANCHORAGE THE 33118%STRESS INCREASE HAS NOT BEEN USED
A _ IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR W
DETAILS. WINDLOAD DURATION FACTOR C&I.8 WAS USED FOR WOOD a 9
ANCHOR CALCULATIONS.
Z
MAX- 1 G.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT 8 N
REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT
RANGE UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT.BUT R w Z 9
HMHT 8 + B FMUST LYING E ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS ANDM.
a g
o z
6 r 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT
WJGf HT X LA O I X I USED AT FIXED MEETING RAL AND HEAD/SILL. 11 c
D I DOLO B.SERIES/MODEL DESIGNATION H54=. a Z
8
so One" 6 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
MAXI ' 8 X=OPERABLE SASH.O-FIXED SASHSASH ,,,,e�ap i*DREW N•���,
HIEGFrr
I i D 10SECTION� LLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR .�Vwf��G6gy�•.�d'i��
LLLICLOCA
I s .}�•' N. 58201 Si
-- - - 11.EXTERNAL WEEP SLOT=11V z 1"LOCATED 4'FROM BOTH ENDS. :*1 * _
A Ci A 9�, STATE OF
MAX.�SASH'WIDTH
LuC88 A �iS�ONA1.�t��•
Tumor �+r7ofIm.7�```,
20155-04-11 Z;7-
15:17-04:00 4/11/2015
LUCAS A.TURNER,P.E.
FL PE 9 88201
•• ••• • • • • • •• 1239 JABARA AVE.
• • • • • • • • • NORTH PORT,FL 34288
• • •• • • • • • PH.941-380.1874
• •• • • • • ••• •
• • • • • • • • • SREET DEBMPT04.
•• ••• •• • • • •• GENERAL NOTES AND
TABIF OF CONTENTS ELEVATIONS
GENERAL NOTES DATE:
&ELEVATiONIS.....-_..t • ••• • ••• ••• ••• TEF 10/11/13
GLAZING DETAILS..............-....................2 IMPACT RATING
SECTION VIEWS.GLAZING DETA1111 .3 UNIT SIZE D IGN R S3 E NG• /:
EXTRUSIONS&B.O.M........_....................4
ANCHOR SCHEDULE a NOTES......_-......5 111"x 63" •-19-60 F •• GE MISSILE IMPACT cws-e88 s
INSTALLATION DETAILS................. „......8 SHEET
1:20 1 OF B
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
1900 SW 44TH AVE.
OCALA.FLORIDA 34474
W W W.CWS.CC
8200 PVC
77r OVERALL HORS SLIDER
3MB'ANNEALED ORTEMPERED 7111,OVERALL IMPACT
1141 AIR SPACE
178'ANNEALED 4R TEMPERED � ,r
7118'LAMI 3W AIRSPACE a
3716'ANNEALED G
5n6'LAW c
.0W SENTRY GLASS K)NDRLAST 84TEI{LAYER I Y teQll>
3116'ANNEALED Ifir ANNEALED.O0 DUPW PVB INTERLAYER Q m
PURFCGLAZEW 1BANNEALED F O
SIKAFLF(882 coET
$ w ">
VS71KAFNX
TGLAZE'H' w
Im2 1PTGLASSSS BITE O
1111 m d O
�� O rir� 58'101 `0A
GLASS TYPE B i STATE OF
O SASH QLASS 4��F�.,[„a�1 O,h O��ar
GLASS TYPE A �+em�p�p1M1`
FIXED GLA33
z�
4/11/2015
LUCAS A.TURNER,P.E.
FL PE 0 59261
1239 JABARA AVE.
•• ••• • • • • • •• NORTH PORT,FL 34268
• • •• • • • • • PH.941-M-1574
• -• • • • • ••• •
•• ••• •• • • • ••
GLAZING DETAILS
uaAml ar:
• ••• •
• • • • •••• 0:0
••• TEF 10111/13
• •
••• • • • • • r.
• • • • • • ••
• GWS-869 B
• • •• •• ••
••• • ••• • • • SHEET
1:1 20F6
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
INTERIOR 26
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hi a
1 18 or 49 1 1 1 1900 SW 44TH AYE.
OCALA,FLORIDA 34474
W WW.OWS.CC
an we
HORZ SLIDER
IMPACT
u� a_
11 3 2 5 8 1 1 8 1 SECTION VIEW D-0 G
JAMB ROTARY LOCKS w
JAMB ROTARY LOCKS:
SECTION VIEW B-B MAY BE SUBSTITUTED FOR JAMB
1
IMPACTLOCKS FLANGE UNITS.REOurREo ON FIN UNITS.
V!
oo �
31-37 p V
1 Qp
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1 m C i
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l AO ) b`�A�P.N 7�!iy
-----.1 (ITEMS 44 R 4� CE.Nglc4,�'•p�
S �• Ne 5820( !i, lj
i fI' STATE OF ewe
t`:`1rS
JAMB IMPACT HOOKS(ITEM 42) y�$tryjjntlif�ti�.
OR ROTARY LOCKS(I7�M123)
LOCATEDAT THIRD POINTS.
1 Loo
NOTES: 4/11/2015
EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E.
MUST BE USED IN BOTH JAMBs OF FLAmm UNITS. FL PE&58201
ONLY ROTARY LOCKS MUST BE USED IN BOTH1239 JABARA AVE.
JAMBS OF FIN UNITS. NORTH PORT.FL 34288
PH.941.x-1574
1 SECTION VIEWS
—-- -- - MATE:
. • • . ••• ••• ...
SECTION VIEW A-A • • • • •HEAD NPACT HOOK AND TEF 10/11/13
�JIuIB IMPj1CT IUOOIQROTAV LOCK LOCATtoNs ec
•i i• • • •• •42D •• CWS-889 B
SECTION VIEW C-C ••• • ••• • • •
ALTERNATE FIN FRAME SHEET
12 30F6
0:0•• • • • • 0:0•• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
PARTE LIST 3 t/8' CORNER C0NSTRtIMON
Rte!PARTY DE9CIBP710N VENDOR MATERIAL 3118'
1 H43049 Main Frame,SH/HS,FMrtpe,PVC Mlkmn PVC 3 ver
2 KISS %ad Rall,Heavy Duty,Aluminum Keymark Aken 1 WMoW=nM&
3 S-SM Cover,HD Fixed Rall,PVC MnvonPVC 2 1900 SW 44TH AVE.
V76' OCALA,FLORIDA 34474
5 P 4638 138 x 21f2'Ph Mad Truss Type A TE AJ>aI Steel 21 1118• 3911W 171W tie' WW W.CtlI+S.CC
1118'
6 P3342 Seam Sealer,34/3504 SCMme Siliconexm
7 5-1776 Roller Track Kaymark Altmf CC.ORPER WELD
8 S-6013 Screen Adapter,Jamb,PVC Mikron PVCL �+r 1Arr
(ALL zIDESy PVC
9 14 Screen Adapter,Head&Sill,PVC Mikmn PVC PVC FRAME 9 HD MTG RAIL-1681 HORZ SLIDER
10 P4479 Weep Cover ad Flap M&M Nylon PVC FRAME FIN-6001 IMPACT
11 S-BM GkImI tg Bead Mikron PVC 6
12 H-601 Sash MeaOng Rall,PVC M PVC h�23n6' t T 7 t m v
23178'
13 H$D51 Sash Pull Rall,PVC MEM
vOn PVC 1 3 O
14 H�8M52 Sash Top/Bot.Rag,PVC Mikron PVC t 3B' Vere- t 519' 1 W't6•
16 H-1407 Relnf.Sash Most.Rag K%vw* Alum I Y ww
I aC m
16 W1498Rehtfmcemern,968h,Side Rall Keyrr� 1118' Vier 1118' 1116" 2k Aium
69.9 tp.,0 M x Sash wk Fhai! Keymab Alum PVC SASH
MTG'RAIL PVC SASH SDE RAIL-061 PVC SASH TOP/BTM RAIL-8062 PVC HD MTO RAIL COVER-6077
17 PullZ
18 P3428 Wstp.,OT70 x.187 beak FlrtSeal, lAtretab FIXED MEETING RAR.
O
19 Pv3781 Lock,Mtpact,PYC kReA is 0 3118' SCREWED TOGETHER WITH 10 N
OUTERFAAME 8 ?W
20 P-4051 Y8 x 1 114'Ph Flat Tek,WM. Foatenal Stem 0 1:8
21 PAM Keepar,Impact,PVC Interlock 6te' Q. a
22 P-3635 a8 x 314'Square PH Tek,W hL Fflstenal Steal -I w � 314•
f i g
23 P4958 B-M x Lock btletlOck t 6116' 11" 1 g o Q
24 P4td33 8 32 x 112'Banal Faelener ItRerlock 7� L JNA tli8° 19116' 1116' S
25 P4952 Keeper,Rotary Look Interlock � 1118' SASH MTT3 RAIL-1497
m < Z
26 P4779 Roller,Tandem M&M Nylon PLAN VrAW-1988 SASH REWF.-lag +` i }+++
27 P-3541 178 x 1/2'Quad PH TEK 2 Zinc Fastens! Steal HEAD IMPACT HOOK-190 •ai
28 GLASS SEE SHEET SHEET CARDINAL GLASS 0 3118• 3„s•��{3/{a�� x16• 1 1/4• ,�S�y�r%��eN��y�+++i
29 Purfeet Glaze'H°or Skalm 552 HankeMM Some O � F ---(7 y .i l j Ne BJ Oy �y'dd�
30 P� Set.BIN.,85 Dur.,118'x 7/8'x 2'Lg. Frank Lam Rubber S B.RJ&&R.14� �m
31 P3218 Screen Frame ARmalal RpWp� 98 a' •4C
32 P-4754 Screen Carrier Key Allmetal Nylon 8!8• 111 ROLLER TRACK-1776 ipa� ATATE OP gfi#
33 P4755 Screen Comer Key vr/Satety Tab Alinas! Nybrl PLAN VIEW 2D80 114' '�+++��4•,{�O R«%*5 Q��r
34 P3W9 Screen Pun tab Summit PANEL IMPACT 7f8' 11 �7� 1 +���•h+ IIAI
35 P3228 Screen Spline Fla.Spring 33 ne
08/18° �— WE�IU f�-
38 P3228 Screen Spline Dopa p PVC GLAZE READ-W84 Inc 4/11/2015
37 P-4772 Screen Goth,FMwglaes rr AZE BEAD-1112
40 P-3113 Screw Support.PVC Team Plastics Rubbe74 12 - 712' t t!8• LUC S A.
8 58201 P.E.
41 P-3752 Cap Plug,1P2'Hole M&M Nylon •• ••• • • • • • 16rts° 3B' 16Hs• 1239 JABARA AVE.
42 8-1577 Impact Fes,Frarne,Jamb Keymark Alum • • • LL a NORTH PORT,FL 34289
43 S-1112 R0ttt memerd,FNad,Jamb Keymark Alum •• •i ••i i i i•i 7 1116 7118• PH.841-890.1574
1/16'
44 S^D00 Impact Channel,Sash Keymerk Alum PVC SCREEN CATCH-6013••PLysIM-1" • •�t�H IMPACT HODK-1677 PVC ANTI-LIFT-Was
45 P-3748 Y8 X5/S Ph FH TEK,Zinc,Palmed AJmr S" 1 118 BOM AND EXTRUSIONS
46 5-1999 bnpwt Hook,Frame,Head Keymatk Ahu3t1e
n 3--.I Btt6'
47 MINIS Main Frame,SHINS,Fin,PVC Mlkmn PVC I+– — I 1 9 ME:
48 S-6055 RMar!tack,PVC,k,Impact PYC,w/Flipper Im•dock(AntNilt) MIkmn PVC ••• ••• ••• •i f • • 1118' TEF 10/11/13
49 P-5250 Lac BCREWSUPPORT-3113 PVC SCREEN SUPPORT-6014
•• i • •• i • • • °' -
50 P4730 Y8 x 112'Ph Mad Truss TEK Fastenai Steel LINE ITEM$N •• • •• •• •• CWS-BB9 B
4,39-39 �y • ••• • • •
NOTE:ALL EXTRUSIONS ARE ALUMINUM SOWT6 UNLESS OTHERWISE NOTED. 1:2 SHEET
40F6
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
(YP.) 1800 SW 44TH AVE.
fP MAX(7YP.) 3°(1YP.) j� }.18114 SEE NOTE Z '�M RYP 1 V MAX O.C.(M.) OCALA,FLORIDA 34474
++ MAXO.G � ) WWW.6'MAX.rrYP.j CTYR) I MAX rT
—INSTALLATION f -- -- 8200 PVC
AIVCFIOR(TYP.) J{- HORZ SLIDER
1T
M"O.C. ; IMPACT
MAX O.C. � O
mil X
' � W
W
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ABHOR LAYOUT-iFLANOE► ANCHOR LAYOUT-(FIN) a Gi F
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Jar No 88201 VIA
NOTES: �p0 STATS OF
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATM SILL ANCHOR SPACING SAME AS HEAD. L�y�lc�.�0 R h
yq$ a
2 SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX ALLOWABLE SHIM STACK TO BE 114•. USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/11/2018
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER P.E.
BE PROTECTED TO PREVENT REACTION_ FL PE#58201
•• ••• • • • e • •• 1238 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSA9 S, py�FSSHALL NOT USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET S. -•_"•'� •i •_i "�• s"RS•�•A PTH PO X1974
S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR Q0W RE U 2WEjE&aV.S Am BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CF_NTER-TO•CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:J'FCJk JWNRY,Z-FOFjjgOD AN2 METAL.•• �:
&WOOD OR MASONRY OPEN • • • ��""•��� • • • TEF 10/11/13
OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PRAY DES&st BY SiE Arta I EAT OF�ENOINEERI)F RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. t.
SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUILTEMENTS A8 SHOWN IN TABLET,flNIEET COWMET AND MASONRY SWBSTRATES MAY NOT BE CRACKED.
• •• • •• •• •s CWS-889 B
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION41iLL ITE DONE;l"MEF;FOLLOW 04G THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: Sam FMNAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS).FMAlWDMA ZW(BOX WINDOWS).FLWAAMAANDMA=)(6XFERIOR DOORS) 1:26 SHEET 5 E S
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
1
TYPICAL HEAD ANCHORAGE MPI. EDMBVT
SEE TABLE 1 SUBSTRATE
BYQTHERS
MR EDGE DIST. 1/4'MAX SHOW 8EE TABLE 1 MIN.EDGE DIST. SUBSTRATE WlIVDOW SYSTI�Y IS
SEE TABLE 1 SEE TABLE 1
SUBSTRATE BY OTHERS 1/a'MAX SHIM BY OTHERS 1800 SW 44TH AVE.
SEE TABLEI III SEE TABLET •NWW.CWS,CC 34474
MIN.EMBEDMENT MIN.EDGE DIST.
PERIMETER SEALANT SEE TABLE 1 WE TABLE 1 �Mn
BYINSTALLER INSTALLATION ANCHOR am PVC
INSIDE T BEHIND our ME TABLE 1 EMBEDMENT HORZ SLIDER
FLANGE BYIVSTTALLER ;T IMPACT
va•MAX sHIM
us v
PERIMETER SEALANT
PERAAETER SEALANT BY INSTALLER
BY INSTALLER INSIDE AND OUT O
INSIDE AND OUT INSTAUATION ANCHOR Y W
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 m
SEE TABLE 1 E BY RA$'1'AL.LER
B HOR¢ONTALSECTION � INSTALLER C`� HORIZONTAL SECTION IgC k-
8 TYPICALJAIMBANCHORAGE �a TYPI7ALFIN ANCHORAGE a_ w
HEAD AND BILL SIMILAR FOR FIN mrALLATION
2
Q4
MAX.SHIM
F
SEALANT BEHIND
FLANGE BY INSTALLER p p
PERIMETER SEALANTjj"E
EMBEDMENT AO d g
sDDE AND OUTTABLE 1
�J�1Ig•.v�G@ IV�a�+Q��i�
SUBSTRATE BYOTHER8EE TABLE 1 .EDGE DIST.TABLE 1dj, STATE OF �t yiO'•F aO�,1Oh(;1\?�
�b++ryOng
zx
TABLE 1:APPROVED INSTALLATION FASTENERS 4/11/2015
FRALME
mmu LUCAS A.TURNER,P.E.
CONCRETE(20 KSI BPL) 3118'ITW TAPCON M/4�*
1- p� FL PE S 58201
i • TALLER NORTH JABARAFL 34288
FLANGE CONCRETE(285 K81 MPI.) AVE-
3/16'ELCO ULTRACON •• • • • •INSIDE AND OUT RT PORT,xFL 34
FLANGE GROUT•FU ED CMU(ASTM C-N) 311W ELCO ULTRAOON /-D1 HORIZONTAL SECTION
• BOX FRAME INSTALLATIO�1SHEFLANGE 2X MPL SOUTHERN PIVE(( 0. 3118° • •• • • •• HEAD AND BILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON 1 7B INSTALLATION DETAILS
FLANGE 2XMPI.SOUTHERN Pm(G-0-5m #10 WOOD SCREW 1.aw 7/8• FLANGE REMOVAL NOTE:PARTUILLY OR FULLY REMOVING THE FLANGE
FLANGE 16 GAUGE(O-W)MPT.STEEL STUD $to-ls H LTi KWB(fLEXOR TIMI •FLA.1•'"EAD • ••1{P f� ID INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED;
(33 KSI YIELD MW) TEKS SELF-DRWAIG SCREW qFIRUl108D • � i MIA{.1/a'FRIHF OF CCNSTRUCTION-GRADE ADHESIVE CAULK IS APPUEtr TEF 10/11H3
FLAKE 1✓8'ALUM,(8083 T5 MTV)OR 810 GRADE 8 SELF-TAPPPIG 1 •�lCL • 7 • • 1ryyLDE AND OUT.FULL PERIMETER,BY TN3TALLEA.
1A3°STEEL(33 KSI MPI.) DRILLING SCREW RF61Uf)l123' '• ••-pR��-I.ANCHORAGE 13 IN ACCORDANCE WLTH REfli11REMENTS A9 CW' B
FPI 2X MIN.SOLAHEFP!PINE(G�.SM 1B WOOD SCREW 1- 1 • SHOWN FOR FLANGE WINDOWS. s SHEET
12 BOF6
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
,rr No.WS* 1-1 6-2882
N-'
Miami Shores Village 61mit Type.Windo huttars
10050 N.E.2nd Avenue NW
Clas�tr,P'' W, ,, Door, CAM
Miami Shores,FL 33138-0000 Perm
h � l tmit'Status:APF`ROVED,
C RSA Phone: (305)795-2204
44
.. issue 1e: 111 f7d201 Expiration: 05/15/2016
Project Address Parcel Number Applicant
140 NW 102 Street 1131010220100
Miami Shores, FL 33150- Block: Lot: EDUARDO A BARRIOS
Owner Information Address Phone Cell
EDUARDO A BARRIOS 140 NW 102 Street
MIAMI SHORES FL 33150-
Contractor(s) Phone Cell Phone
Valuation: $ 23,500.00
FLORIDA HOME IMPROVEMENT (954)792-4415
_. .. Total Sq Feet: 0
Type of Work:REPLACE 11 WINDOWS W/IMPACT.SIZE Available Inspections:
No of Openings:11 Inspection Type:
Additional Info:
Window Door Attachment
Classification:Residential Final
Scanning:6 Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $14.40
Invoice# WS-11-15-57765
DBPR Fee $3.15 11/13/2015 Check#:21352 $50.00 $222.70
DCA Fee $3.15
Education Surcharge $4.80 11/17/2015 Credit Card $222.70 $0.00
Permit Fee $210.00
Scanning Fee $18.00
Technology Fee $19.20
Total: $272.70
In consideration of the issue ce to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in stri conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assL#e responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRI AL, UMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVI : I that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zon' rmor ,I au above-named contractor to do the work stated.
November 17,2015
Authorized Signature:Owner / Applicant / Contractor / Agent Date
Building Department Copy
November 17,2015 1
1
Miami Shores Village _
Building Department Nov1�12 6 15
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY.
Tel: (305)795.2204 Fax:(305)756.8972
INSPECTION'S PHONE NUMBER:(305)762.4949
FBC 20 04f
BUILDING Permit No.
PERMIT APPLICATION Master Permit No.
Permit Type: BUILDING' ROOFING
JOB ADDRESS: Vy0 Nw.. 102 Sj
City: Miami Shores County: Miami Dade Zip: 331,5c)
Folio/Parcel#: 11-3101-0ZZ-®1®®
Is the Building Historically Designated:Yes NO Flood Zone:
OWNER:Name(Fee Simple Titleholder): Evu P.e00 13ae'eA05 Phone#:
Address: MC) N-W • 1 OZ SY-
City: rII A"I SF{Oe State: Fl- Zip: 3-')1!50
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: FL0eAD4 440'E I P1P1Z0JE�'1�J� Phone#: q 5,4' "1 k115
Address: q 0 Z I) 5-W d ayE
City: 4AC)u_1Q_-CC0 State: FL Zip: 333 I Z
Qualifier Name: U-�'Ay NI= T` goZ*jEjf_ Phone#: 954 79?_Qq 15
State Certification or Registration#: CbC0cDt8 q® Certificate of Competency#:
Contact Phone#: q54"1clZ4y t5 Email Address: V�^°�s " ��IQPVOJQCJ5•ccm
DESIGNER:Architect/Engineer: Phone#:
Value of Work for this Permit:$ 23,500 Square/Linear Footage of Work:
Type of Work: ❑Addition ❑Alteration ❑New VRepair/Replace ❑Demolition
Description of Work: �-PLACF- I I W 10 OUAa-D '-00 t f V Dr-1' S 1ZE- FOZ, 517.E
Color thru tile:
Submittal Fee$ �r Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE$
d Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS,
WELLS,POOLS,FURNACES,BOILERS,MATERS,TANKS and AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven days after the building permit is issued. In the absence of such posted notice, the
inspection wi z bqappid a reinsp cti n fee will be charged.
Signature Signature
gent Contractor
The foregoing instrunowledged before me this I The foregoing instrument was acknowledged before me this 0®
day of P0•l e VL5:22O L5 ,by 0DOAM() 5AP_fZ.B®S day of I BEP— ,20 15 by LADA`i UE !• BOW�"1j
wh zs personally know to me or who has produced who is personally kn wn to me or who has produced
As identification and who did take an oath. as entification and who did take an oath.
NOTARY PUBLIC: NOTARY U LIC:
Sign: Sign:
Print: /T�/77177/8�/y.(Ji��l�3 Print:
My Commission Expire.:-1.114, MNTONI01$RKWEZ My Commis ion z .N.; ►�'t ,pig teEE23 o 16
* * MY CCOMMISSION t FF 164915 ��' wdpIRES u"
BondedTlwN°�
EXPIRES:October 1,2018
111,11 F PLO-'gyp Be Thru Budget Notary Servim
,k,k,k,k,kkk,k,ksksk,k,k,k,k,k,k,ksk,kk,k,kak,kk,kk kkakkkkkskkkkkkk�kakkkk,kk,ksk,k,k,k,k�sk:ti.$ek,kk,k,ksksksk=k,k,k ,ksk#ask,k,k,kskikskskHc,ksksksksksk%kHe$askskk�,kik,kXaskHe$ssk�
APPROVED BY l I ( Plans Examiner Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
Property Search Application- Miami-Dade County Page 1 of 1
�� OFFICEOF THE PROPERTY4v
Summary Report
Generated On:11/2/2015
Property Information `
Folio: 11-3101-022-0100
140 NW 102 ST
Property Address: Miami Shores,FL 33150-1232
Owner EDUARDO ANDRES BARRIOS 10 2 N DIST
BERTORELLI
7900 HARBOUR ISLAND DR PH15
Mailing Address NORTH BAY VILLAGE,FL 33141
USA :01
Primary Zone 0800 SGL FAMILY-1701-1900 SQ
e
Primary Land Use 0101 RESIDENTIAL-SINGLE
FAMILY:1 UNIT
ST
Beds/Baths/Half 3/2/0
Floors 1
Living Units 1 1
Actual Area 1,784 Sq.Ft
Living Area 1,376 Sq.Ft Taxable Value Information
Adjusted Area 1,556 Sq.Ft 2015 2014 2013
Lot Size 8,100 Sq.Ft County
Year Built 1945 Exemption Value $0 $50,000 $50,000
Taxable Value $240,0691 $43,806 $42,420
Assessment Information
School Board
Year 2015 2014 2013 Exemption Value $0 $25,000 $25,000
Land Value $131,771 $109,472 $72,981 Taxable Value 1 $240,069 $68,8061 $67,420
Building Value $108,298 $105,497 $105,497 City
XF Value $0 $0 $0 Exemption Value $0 $50,000 $50,000
Market Value $240,069 $214,969 $178,478 Taxable Value 1 $240,069 $43,8061 $42,420
Assessed Value $240,069 $93,806 $92,420 Regional
Benefits Information Exemption Value $0 $50,000 $50,000
Benefit Type 2015 2014 2013 Taxable Value $240,0691 $43,806 $42,420
Save Our Homes Assessment Sales Information
Cap Reduction $121,163 $86,058
Previous OR Book-
Homestead Exemption $25,000 $25,000 Sale Price Page Qualification Description
Second Homestead Exemption 1 1 $25,000 $25,000 29742-
Note:Not all benefits are applicable to all Taxable Values(i.e.County, 08/14/2015 $450,000 2307 Qua[by exam of deed
School Board,City,Regional). 29160- Financial inst or"In Lieu of Forclosure"
05/02/2014 $250,100 4041 stated
Short Legal Description 10/01/2002 $0 20903- Sales which are disqualified as a result
GOLD CREST A SUB PB 21-56 1118 of examination of the deed
LOT 1 AND BLK 2 15893- Sales which are disqualified as a result
W1/2 OF LOT 2 03/01/1993 $0 1585 of examination of the deed
LOT SIZE 75.000 X 108
OR 20903-1118 10 2002 5
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http://www.miamidade.gov/propertysearch/ 11/2/2015