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HomeMy WebLinkAboutProduct Approval "Building Our Quci ity Reputation. One Customer.At.A Time" SCC131150472 Property Information Building Information Owner: ALAN&LOURDES LUNA Wind Zone: 170 MPH. Address: 5107 FORT PIERCE BLVD Exposure Category: C FORT PIERCE,FL 34951 Minimum Building Dimension: 32 ft. Mean Roof Height: 12 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 108 47 7 34.7 -37.9 2 Int ---- 36 37--- ------7 — 37.8 -41.0 -- - -....._.._..._.. -.... --... _..._ 3 Int 36 37 7 37.8 -41.0 4 Int 36 37 7 37.8 -41.0 5 Int 36 37 7 37.8 -41.0 6 Int 36 37 7 37.8 -41.0 7 Int 36 37 7 37.8 -41.0 8 Int 36 37 7 37.8 -41.0 -- - -- -- -- --._......._ 9 Int 36 37 7 37.8 -41.0 10 Int 36 37 7 37.8 -41.0 Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads-Components and Cladding.61h Edition(2017)Florida Building Code. Page 1 of 1 A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Corner Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. PRODUCT APPROVAL REQUIRED OPENING MAXIMU MULTIPLE OPENING (Location) IS THIS A PRODUCT ROUGH ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW ACCEPTANCE OPENING SHUTTERS TYPE ( ) (-)PSF ( ) (-)PSF TESTED DIMENSIONS MULLION REQ Y/N NUMBER or Interior OR DOOR NUMBER + PSF + PSF SIZE REQ Y/NINA 1 Int Window 7/8"Lami IG FL16736.2 60 60 34.7 -37.9 HI x63 108x47 No No Window 7/8"Lami 2 Int FL16177.1 70 70 37.8 -41.0 52x62 36x37 No No 3 Int Window 7/8"Lami FL16177.1 70 70 37.8 -41.0 52x62 36x37 No No 4 Int Window 7/8"Lami FL16177.1 70 70 37.8 -41.0 52x62 3607 No No 5 Int Window 7/8"Lami IG FL6890.1 67.5 67.5 37.8 -41.0 37x72 36x37 No No 6 Int Window 7/8"Lami FL16177.1 70 70 37.8 -41.0 52x62 36x37 YES No 7 Int Window 7/8"Lam' FL16177.1 70 70 37.8 -41.0 52x62 3607 YES No 8 Int Window 7/8"Lam' FL16177.1 70 70 37.8 -41.0 52x62 36x37 No No 9 Int Window 7/8"1amiIG FL6890.1 67.5 67.5 37.8 -41.0 37x72 3607 No No 10 Int Window 7/8"Lami IG FL6890.1 67.5 67.5 37.8 -41.0 3702 3607 No No Florida Building Code Online 7' -J7 7 —7 777-7-1177-- 7; BCIS Home Log In User Registration Hot Topics Submit Surcharge 1 Stats&Facts Publications FBC Staff BCIS Site Map Links i Search Product Approval d b USER:Public User Product Approval Menu>Application Detail FL# FL16736-R2 Application Type Revision .1 Code Version 2017 Application Status Approved I 11 ce) Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Montevercle Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method E ti., eport a from a m Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner 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 Validation Checklist- Hardcopy Received Certificate of Independence FL1.6736 R2 COI Eva[Report871C.Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 https:!,floridabiii)(ling.orlpripr app dti.aspx?parani=NvOEVXQwtDqti8obl%2flZtii6T(lPohLz6ontO(15HABPtiYLjIX17zFJrTCXA%3d%,d[lt'2.,'201811:05:25ANII ' Florida Building Code Online t S ASTM E1996-09 2009 ( PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By F - I i 0 I Sections from the Code i t Product Approval Method Method 1 Option D a' ! Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 a i" _w Summary of Products N FL#; Model,Number or Name' Description'— [ 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74"x 63", XO or OX. f1 E Limits of Use Installation Instructions i Approved for use in HVHZ:Yes FLI-6736 R2 II CWS-871C.ndf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 re Impact Resistant:Yes Created by Independent Third Party: Yes 1 Design Pressure: +60/-60 Evaluation Reports h, Other: Large Missile, 74"x 63", DP+/-60 psf. Outer lite in FL7.6736 R2 AE Eva(Report871C.pdf j I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes '+i Glass complies to ASTM E1300-04. 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111"x 63",XOX. .......... -------- ...... ... .._: .......... ._ —-- --—- - ....__...._—._ I Limits of Use Installation Instructions 4_ Approved for use in HVHZ:Yes 171_1676 R2 11 CWS 869C pdF Approved for use outside HVHZ:Yes Verified By: Lucas A. Turner 58201 I mpact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:'+60/-60 Evaluation Reports 'r Other: Large Missile', 111"x 63", DP+/- 60 psf. Outer lite in FL16736 R2 AE EvalRe{2ort869C•pdf t, I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party:Yes _ t t�' Glass.complies to ASTM E1300-04. _ C ft.. Contact Us:;2601 Blair Stone Road.Tallahassee R 32399 Phone;850-487-1824 i ; The State of Florida is an WEED employer,Cogyright 2007-2013 State of Florida :•Privacy Statement::Accessibility Statement::Refund Statement i Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section _ 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have ,. one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts. j7{ i n t Credit Card ! Safe htt s.�•tloridabuildin�. r��lr r � °� � p �oyp,p_app_dtLaSpx.p.tram=wOFVJ�U��tDgn3obl/<�_t17..m6TgPohLz6ontOd�t-IAtSPugYCJIX1zzFJrTCX;�%,3d%3d[Ir-t20181L(u:25AlvI] � T �,T� 1239 ,iabara Ave. UJ 1 "V North Port. FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 869C September 7, 2017 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(FIVHZJFAC XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements oProduct Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements ofEdition(2017) Florida.Building Code including the High Velocity Hurricane Zone. The product.t standards performed are outlined below. Technical Documentation: 1) 'Chis report; prepared by Lucas A. 'turner, P.E..at 1239 Jabara Ave.,North Port, FL 2) Approval drawing CWS-869C, 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, 202, 203 `94,ASTM E 1886 402/04/05,ASTM E 1996 `04/06/09,and AAMA/WDMA,-CSA 101/L.S.21A440 408 4) Supplemental Calculations to support CWS-869C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-869C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-869C • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • In the operable sash,requires Kuraray (Dupont)PVB Interlayer per Miami-Dade N.O.A. 16- 1117.02k, and in the fixed glass requires Kuraray(Dupont)SentryGlas Interlayer per Miami-Dade N.O.A. 14-0916.11' • Requires Quanex (Milcron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.10' 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 6`h Ed. (2017) 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. t�;iatt�ir�rr{rrr 1 4 No 5820-1 9/07/2017 Lucas A. Turner, P.E. xi FL PE #58201 i •. STATE= O GENERAL NOTES: V-C56,7L4lWUU1y la HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 3.CONFIGURATIONS:"OX","XO". HQRZ,SLIDER 112 1i4"MAX.OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 111"MAX.UNIT WIDTH GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER a z ¢z INFILTRATION TEST PRESSURE AND GLASS TABLES f o w O ")LL 06 4915,'16" 24518" ASTM E-1300-04e01/O9. z w�❑ Q I- w GLASS DLO GLASS DLO w z O z of O Qv1-y0cIf$m S.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED I,O O DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ~O U¢=I-� ANCHOR CALCULATIONS. o Z N c z z j N Z 0ZUU1zDO- 64 1/4" I i 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Y ¢-w0 w O Oz O z MAX REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT Ir g Q I t F OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT Q X Ir>-U)U p� FLANGE B B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w Ow o X ai o w w HEIGHT FLYING DEBRIS. a z 2 w 0 O I- p w 1-O IL S Y MAX.63" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT _ w w co MA5613/16' d. d d. I �/ o I �/ USED AT FIXED MEETING RAIL AND HEAD/SILL. UNIT GLASS /� 561/4" HE DLO I D I D GLADLO SS 8.SERIES/MODEL DESIGNATION HS-8200. �.�` pSORE14����i� ByP-......... 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: ;�Grr��`OEr/S����.59 91,16" MAX. X=OPERABLE SASH,O=FIXED SASH F Na 55241 :'1i C 1 SASH HEIGHT I I 6 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR I I D LOCATION. :9'; STATE OF Q C I 6 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. O 1%OrS.,C R CP f+ 2715116" —i 6 MAX.SASH WIDTH y 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS...........1 DRAWN BY: DATE: GLAZING DETAILS.....................................2 TEF 10/11/13 SECTION VIEWS&GLAZING DETAILS....3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING OWG4: REV.: EXTRUSIONS&B.O.M...............................4 111"x 63" +/-60 PSF LARGE MISSILE IMPACT cws-ass c ANCHOR SCHEDULE&NOTES................5 .._.._._-._..._.— INSTALLATION DETAILS...........................6 SCALE' SHEET 120 1 OF 6 Wlrloovd sysrr:rls � 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W Vv.CW S.CC 8200 PVC 7/8"OVERALL HORZ. SLIDER 3/16"ANNEALED OR TEMPERED IMPACT 718°OVERALL 1/4"AIR SPACE 1/8"ANNEALED OR TEMPERED Q Z Q Z 7116"LAM[ I- o w 0 J)LL'0 3/8"AIRSPACE Z w�0 <I- w 3116"ANNEALED w Z O Z C F z" H 5116LAM[ O Qtq�y0 W�;E .090 SENTRY GLASS TONOPLAST INTERLAYER 1/8"ANNEALED Z Z=2¢0 w O O 0 OF-0 Lj¢S F.W 3;16'ANNEALED .090 DUPONT PVB INTERLAYER O Z U?Z 1/8"ANNEALED Q �Z U U Z p FOi.U (QUANEXRASEAL g PURFECT GLAZE"H" Y Q?�w0 W U S O? y IGSPACER SIKAFLEX 55?. .... ... Q O O F}-U>)Z) O QUAN EX DURASEALPURFECT GLAZE"H" w w U 0 w Co w ....._....__...._...._.......�. IG SPACER \ v •� g SIKAFLEX 552 0 F-Q p tp 11 0 a- V2'GLASS BITE r' w F- w w w a a r 30 11 v Q O i 1/2'GLASS BITE ..... by Epjs:z 16 ��?• •• Na 55231 �0: STATE OF ::'J GLASS TYPE B 0 SASH GLASS GLASS TYPE A Z� FIXED GLASS 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTIUN' GLAZING DETAILS DRAWN BY: DATE: TEF 10/11/13 DWG»:.--..---REI.: SETTING BLOCKS PER FBC 2411.3.3.1 CWS-869 C .-....__._..._...----._._....--SH'EE---- scaLE: SHEET 1:1 2 OF 6 INTERIORI 3, WINDOW SYSTEMS 1900 SW 44TH AVE. � 2 ('-1-9-0-7-49 @0 15 13 42 45 43 OCALA.FLORIDA 34474 WWIN.CWS.CC ....................................................... ........ ........... .. ................ ..... ..... ................. ................... ........................ ......A ................ 8200 PVC HORZ. SLIDER IMPACT ............................. z 3: <z E L"0 c<')l111 80 z wd0 '- 2� -- 'w L5 zz 'r 11 r� 2 5 6 17 18 (8) 1 SECTION VIEW D-D 2 ;�U)�>-0 a'3:E JAMB ROTARY LOCKS LL i,-Lu Z�-3:2�E z zm:m<ck!,Oo 0 OI�-06<xj-w JAMB ROTARY LOCKS: 0 0 u)F-Z 0- 40o D D MAY BE SUBSTITUTED FOR JAMB 0 z 3 -.Z Din SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. z 0 ZO(oz:1 � < 0 0 LL z REQUIRED ON FIN UNITS. >- '0:�-M 0- (if F-t Z --045 It w00of U)Owu)w LL z- w 0 --F(L >- QUI �w In Of W� F- niG ll!�, Na SS201 -;3 It FHEAD IMPACT HOOK(TYP.) MIDSPAN OF SASHES (ITEMS 44&46) -o. -Xz "A'. STATE OF Ul Z 0 -4til OR% INTERIORj 0 N A 1 JAMB IMPACT HOOKS(ITEM 42) OR ROTARY LOCKS(ITEM 23) <1 4) LOCATED AT THIRD POINTS. 9/22/2017 16 NOTES: 262 EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E. MUST BE USED IN BOTH JAMES OF FLANGE UNITS. FL PE#58201 ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE. 9 JAMBS OF FIN UNITS. NORTH PORT,FL 34288 PH.941-380-1574 SIiEE*r DESCRIPTION: 10 I I SECTION VIEWS DRAWN BY: DATE: SECTION VIEW A-A HEAD IMPACT HOOK AND TEF --..10/11/13 JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS DWG�': —- RE—V.: — 1:20 CWS-869 c SECTION VIEW C-CSCALff.---- ALTERNATE FIN FRAME SHEET 1:2 3 OF 6 PARTS LIST 1 3 118' CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 1 H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVC � WINDOW SYSTEMSSTEMSSTE{i5 _. 2 H-1681 Fixed Rail,Heat'/Duty,Aluminum Keymark Alum 1900 SW 44TH AVE. 3 S-6077 Cover,HD Fixed Rail,PVC Mikron PVC I OCALA,FLORIDA 34474 1/16" WWW.CWS.CC 5 P4638 #8 x 2 1/2"Ph Mod Truss Type A TE Ajax Steel 2 11116" 1116" 3 sirs" r0 1 718^ ........ 111 G" 6 P-3342 Seam Sealer,SM 5504 Schnee Silicone (�O CORNER WELD 7 5-1776 Roller Track Keymark Alum If (ALL SIDES) I 8200 PVC 8 S-6013 Screen Adapter,Jamb.PVC Mikron PVC Lu �- 1 1/8 1:8 p I I DER SLI 9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRALIE FLANGE-6049 t HD MTG RAIL-1681 IIHORZ.Z. SLI 10 P4479 Weep Cover w/Flap M&M Nylon PVC FRAME FIN-60.38 ACT 11 S-6064 Glazing Bead Mikron PVC 1 15/16" 1 3118" 5 Q Z � Q Z'S 12 H-6050 Sash Meeting Rail,PVC Mikron PVC I�-2 3/1s'-- � —2 3;15" h p w O w o p I F _._ 14L7 2, w z O z c F=Z� 13 H-6051 Sash Pull Rail.PVC f�tikron PVC 13 O Q Y O m 14 H-6052 Sash Top/Bot.Rail,PVC Mikron PVC 1 5t8" 1'5/8" Q 1 U;L 1516" w Z w Z r 15 H-1497 Reinf.Sash Meet.Rail Keymark Alum f I f I Z Z F-0 Q<w O O Y I LI �LI 1 116" z O OI-OZ¢�=Fa. 16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum 1!16 L)J jJ 1116 p Z r�D-z I-j w 17 H-1699 Reinforcement,Sash Pull Rail Keymark Alum PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HO MTG RAIL COVER-6077 Q Z O 2 Z O w O FIXED MEETING RAIL F-_O U)O z 18 P-3429 Wstp.,0.270 x.187 back MnSeal,Gr Ultrafab 3/16" SCREWED TOGETHER WITH � 5 Q O W H M Z- OUTERFRAME Q [r u)U m 19 P-3783 Lock,Impact,PVC Interlock F y��O 20 P-4051 #8 x 1 114"Ph Flat Tek,Wht. Fastenal Steel p 1.8 Z 00 w p uuu�i a Co 21 P40^u9 Keeper,Impact,PVC Interlock 5/8-._ p w H Cr W X w 22 P-3539 d18 x 3/4"Square PH Tek,Wht. Fastenal Steel 6" I 7— 314" - a F q 1 5/16" -I-- 1 a 23 P4958 Rotary Lock Interlock 1" i ,N�uuNr4 b6 1/16" 1511 E. I--y -1/16" ,���5�N0RE ".*, 24 P4633 8-32 x 1/2"Barrel Fastener Interlock 718" 1�- •� ..........'rGti 25 P4952 Keeper,Rotary Lock Interlock 1/16" SASH MTG.RAIL-1497 �— 1� r:•�GB i-6-P w 26 P4779 Roller,Tandem M&M Nylon PLAN VIEW-1999 1 SASH REINF.-1699 i Y j Na 58201 -;3 HEAD IMPACT HOOK-1999 27 P-3541 #8 x 1/2"Quad PH TEK 2 Zinc Fastenal Steel - ' 314" =*? 4')3!16" 3/16'— 7116^ 1 1!4' 28 GLASS SEE SHEET CARDINAL GLASS LI A1, STATE OF :t 29 Purfect Glaze"H"or Sikaflex 552 Henkel/Sika Silicone O r � 7 �0�,,.� y;��� 30 P-3028 Set.Blk.,85 Dur.,1/8"x 7/8"x 2"Lg. Frank Lowe Rubber ......._...._...____._._......_...._._6••............_._.........._.._____-._...__...� 'e""'S(O R 1..G\J 31 P-3218 Screen Frame Allmetal RollForm T 5!l�- 43 S.B.R.,S.S.R.-1498 ROLLER TRACK-1776 ,r44P/rrN 911 ��`` G!g•, 32 P4754 Screen Comer Key Allmetal Nylon � L 1116" 1/4" 33 P4755 Screen Comer Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-2000 11 I^7/8" 1 34 P-3029 Screen Pull tab Summit ,!8•• -{ �7- 35 35 P-3033 Screen Spring Fla.Spring SS VD 3116" �— 9!16 a3 36 P-3228 Screen Spline Dapa O PVC GLAZEBEAD-6064 L 1116" 9/22/2017 37 P-1772 Screen Cloth,Fiberglass GLAZE BEAD-1112 LUCAS A.TURNER,P.E. 40 P-3113 Screw Support,PVC Team Plastics Rubber _______........_.,.......-. 112' 18" FL PE#58201 41 P-3752 Cap Plug,1/2"Hole M&M Nylon 1 5/16" 318"- 1 5!16"-{ 1239 JABARA AVE. NORTH PORT,FL 34288 42 5-1577 Impact Hook,Frarne,Jamb Keymark Alum 1 4 4� PH.941-380-1574 .7�8. 43 S-1112 Reinforcement,Head,Jamb Keymark Alum 1 - ---1116- PVC SCREEN CATCH-6013 1!16• SHEET OESCRIPTION: 44 S-2000 Impact Channel,Sash Keymark Alum PVC ANTI-LIFT-6005 PLAN VIEW-1577 ALUMSASH IMPACT HOOK-1577 BOM AND EXTRUSIONS 45 P-3748 #6 X 5/8 Ph FH TEK,Zinc,Painted Ajax Steel 1 118-- 46 /8"46 5-1999 Impact Hook,Frame,Head Keymark Alum 3!16"�f- 3" —I �1!2" O �pRnwN BY: DATE: 47 H-6048 Main Frame,SH/HS,Fin,PVC Mikron PVC 1 48 S-6055 Roller Track,PVC,(Anti-lift) Mikron PVC -' =—@ V16" TEF_ 10/11/13 SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 D`wo a: RFV.--— 49 P-5250 Lock,Impact,PVC,w/Flipper Interlock CWS-869 C 50 P4730 #8 x 1/2"Ph Mod Truss TEK Fastenal Steel LINE ITEMS NOT USED: SCALE: SHEET 4,38-39 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. I 1:2 4 OF 6 1' I WINDOW SYSTEMS 3"(TYp) 1900 SW 44TH AVE. .(TYP.) 8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474 6"Iv1AX.(TYPJ-------- 3•(TYP.)-- - 1§._t,(4,;' SEENOTE2 4" WWW CW4CC MAX.O.C. _ 6"MAX.(TYPJ-� + (TYP.) _ i 4"MAX( , -- -- -- - ,. ..._._.. ......._....._....__._._...._........................................................................................................................._.. q , -j— -INSTALLATION i 8200 PVC ANCHOR(TYP.) ; HORZ. SLIDER MAX.O.C. i , � IMPACT (TYP.) 17 J MAX.O.C. Q ? Z w (TYP.) 1- p w O O o x x x Q�o 0 zdR 0WZm a 2- LL z=2a(rWoo O OI OQ=FQ_ U USF- F-0p- Z ZZ U, �?aZF-DW Q§ LL LLw000Z -- -- -- �QOt-t-rZ F g ANCHOR LAYOUT-(FIN) w LL O w co o tL ANCHOR LAYOUT-(FLANGE I (If z=o- c 0 rn O ui of (L M a :r "HrUrihigi � ;�"1?•BOE,^1�q'' �h�'.� N. 55231 ✓�`� 0: STATE OF = 'int < 'G�\� 0RIG : 'Y UN rite 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE -i 7 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED, f 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BETAS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017 4.ALL N TALL TI N HOR NUS B A E F RPR T CTE 4 IT AGO R SON RESISTANT MATERIAL OR COATING. DISSIPy11LAR PAETALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST I LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 � 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,-1 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 GHELT UESCRIPTIChI: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. iDFL�Y+N 5r: DATE: TEF 10/11/13 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. Dw__a: REV.: -- SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-869 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: s ACE___ SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMIANJDMA 300(EXTERIOR DOORS) 1:25 5 OF 6 MIN.EPABEUYIENI' ........._. ....... TYPICAL HEAD ANCHORAGE � SEE TABLET SUBSTRATE BY OTHERS WINDOW SYSTEMS MIN.EDGE DIST. 1/4"MAX.SHIM- � SEE TABLE 1 MIN.EDGE DIST. FSUBSTRATE SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SUBSTRATE BY OTHERS SEE TABLE 1 Www.OCALAFLORIDA 34474 1/4"MAX.SHIM � VJWW.CWS.CC SEE TABLE 1 �'1 i ................................_..._..._—..........-----......_...._....... MIN.EDGE.DIST. „1 i MIN.EMBEDMENTi PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 BYINSTALLER I INSTALLATION ANCHOR '- """""'" 8200 PVC INSIDEANDOUT SEETABLE 1 �I HORZ. SLIDER SEALANT BEHIND J MIN.EMBEDMENT �I FLANGE BY INSTALLER --1/4'•MAX.SHIM SEE TABLE 1 IMPACT ¢_ z ¢zo - / PERIMETER SEALANT z o w 0 Q F-ZIBY O tEL, Z w J❑ .----PERIMETER SEALANT o INSIIDE AND OUT STALLER O Z U)�y O rz�m BYINSTALLER Q INSIDE AND OUT -------INSTALLATION ANCHOR, Z Z wQ�W O SEALANT BEHIND SEETABLE 1 O O F-0'j¢M F w INSTALLATION ANCHOR-— - --- --- FLANGE BY INSTALLER SEALANT BEHIND O O u-z a~ a SEE TABLE 1 / CC� HORIZONTAL SECTION FIN BY INSTALLER -( Z O Z 0 co z Z U C) ,g1 HORIZONTAL MB ANCHORAGE G TYPICAL FIN ANCHORAGE g Q O W F-O O Z HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q a a>-v7 Ow pow LL Ln _Z v/ O J a zxw�0ocf)F- a 0 wl O ax >_ 1/4"MAX.SHIM d F- a d SEALANT BEHIND FLANGE BY INSTALLER O ;���p,P10REV,.�'10,!" uuu.ui ..._.._ ........_..._....._.._—. ....__....._._..._......__ )- ..EP1S PERIMETER SEALANT I -z' MIN. Y BY NSTALLER SEE TABLE MENT No 552,01 INSIDE AND OUT -�: g STATE OF SUBSTRATE BY OTHERS--- I I -"'L�1 SEE TABLE 1 -- {—MIN.EDGE DIST. i��F O R 11'',•' �� SEE TABLET /_A� VERTICALSECTION 4+�eUNA>44�1i�� `GJ TYPICAL SILL ANCHORAGE / I / TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017 FRAME TYPE SUBSTRATE TYPE ANCHORTYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON -1/2" 1-118" v FL PE#58201 PERIMETER SEALANT-- 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1,. INSIDE AND OUT PH.941-380-1574 HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-112" 6 BOX FRAME INSTALLATION SHEET DESCRIPT1oN: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1-318" 7/8„ MEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON I INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, InRAWN BY: GATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITN FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE 7/16" TEF 10/11/13 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREWTHRU 0.060" MIN.114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIEDDWG u- — REV 118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7116" ---— 1/8"ALUM.(6063-TS MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-869 FLANGE C FIN 2X MIN,SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET I 1:2 60 6 Florida Building Code Online / Page 1 of 2 � r BCIS Homey Log In User Registration Iiot Topics Submit Surcharge Stats FA Facts Publications FBC Staff BCIS Site Map Links Search FIt t':17 1"I Product Approval L? .USER:Pubilc User �_ t Product Approval Mnu>Product or Anolicabon Search>Application JAI>Application Detail FL# D-"'77R2-R2 Application Type Code Version Application Status d Comments Archived Product Manufacturer Window Systems Inc.Address/Phone/Email 44th AvenueL 344748-6922 Ext 245ws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arthro Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed 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 d Validation Checklist-Hardcopy Received Certificate of Independence Ft.16177 R2 Ctrl EvalRenort812C.lx1f Referenced Standard and Year(of Standard) Standard Year AAMA/W D MA/CSA/101/I.S.2/A44O-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDdvyf4ngAXh]Oy... 1/3/2018 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 ummary of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes 8..16177 R2 11 CWS-8.1.20 pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:+70/-70 Evaluation Reports Other:SH-8100 PVC Impact,no sill anchors required. FL16177 R2 AE EvalReport812C.Ddf Safety glazing required on outer lite above 30 ft, in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. Sack Next Contact Us::2,601 Blair Stone Road.Tallahassee Fl 32399 Phone:850-487-1824 The.State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-rnail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the Public.To determine if you are a licensee under Chapter 455,F.S.,please dick hem. Product Approval Accepts: KJ 9A H M Credit Card Safe https://www.tloridabuildiilg.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4iigAXh I Oy... 1/3/2018 �J� TRITER 1239 Jabara Ave. 1 North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. 429779 Evaluation Report 812C August 29, 2017 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8"x 61 3/4" unit size, +/-70 PSF,no anchors in sill /'Manufacturer: Custom Window Systems, Inc. 1900 SW 44°'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 6"' Edition(2017) 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-812C, signed and sealed by Lucas A.Turner, P.E. 3) Test Report NCTL-210-3815-1A, -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, 1996-02/04/06/09, and AAMA/WDMA,"CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-8120, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-812C. Limitations of Use: This product: e May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812C s Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone ® Requires 7/8" insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 It in HVI-IZ) —Air-5/16> Laminated(1/8Ann-.090PVB-1/8Ann) inboard lite m Requires Kuraray (DuPont) PVB Interlayer per Miami-Dade N.U.A. 16-1 1 17.021 o Requires Quanex (Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.10' t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`h Ed. (2017)Florida Building Code for use in this product. Certification of Independence: [do not have, nor do I intend to acquire, nor will 1 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 1 intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. 4��4'YtlYlFll�f�,�� f •,• t R f� •.'Q `ri y3 o:• s'rAT E O 8/29!2017 a ..1.�''`ti `+`� Lucas A. Turner; P.E. rrf4 rN�� t``� FL PE #58201 GENERAL NOTES: SINGLE HUNG - LARGE MISSILE IMPACT C�( SDE' 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDLIN"✓SYSYCM5 TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVH7_)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53 1/8"MAX.0/ P .NGE WIDTII 8100 PVC 3.CONFIGURATIONS:"OJX". s1 nn"MAX.UNIT.v1oTH SINGLE HUNG a7 11!16'GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01109. A -POSITIVE DESIGN LOADS BASED ON.TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES < o w p "w O p -- -- -- ; ASTM E-1300-04e01J09. z W o ¢> w - -----........ w zOz wtZF i 63" _ __ _ I 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED LL IP.,W Z t•:IAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z z=�¢Ir w 0 0 OVERALL 1 I DETAILS, WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 0 V-O0 U a M I-w HEIGHT ANCHOR CALCULATIONS. O z- Z Z U ® Z 0()-"DU1 =U- B I B 2G 13/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE Q F Z LL 2 p 0 w z =0- DLO NOT REQUIRED. g Q O w F- 00 0- 1 1 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w LL O o x u)C w U)w 61 31" 1 I USED AT FIXED MEETING RAIL AND JAMB. a Z 2 w 0 JO 0)� UNIT O W F-O n.x w>_ 8.SERIES/MODEL DESIGNATION SH-8100. tr S W HEIGHT a 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X=OPERABLE SASH,O=FIXED SASH ���` pREy, rrrr 30 3116" 1 I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Op.�'i�0 E`i MAX 26 718" LOCATION. SASH `` I GLASS - No 55231 :�-;o HEIGHT % I DLO * x ///��` g 11.EXTERNAL WEEP SLOT=114"x 1-1/4"LOCATED 4"FROM BOTH ENDS. - 6 -b C y Q. STATE GF :4C LL ... rrerrFunua` ............_..........--- -- -- 6..........._. A --"--'------ 451116" -- -- �� GLASS DLO 48 318- 9/22/2017 MAX.SASH WIDTH LUCAS A.TURNER.P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET�ESCRIPTIOtJ Y Y GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06118/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE RATING IMPACT RATING DWO N: REV.: SECTION VIEWS.................................3 CWS-812 C EXTRUSIONS&B.O.M........................4 ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT ----- -- -- — INSTALLATION DETAILS....................6 scA1.e: SHEET 1:15 1 OF 6 i MNDC2th1 Sl'S7'EP7S J 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc j 8100 PVC SINGLE HUNG IMPACT Gnw06o z W-0 z ¢ - zo zI.-��= 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS ZO 1=-O 4 w w O O 1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED O z F-- ?D_J.- D_ O 6O ZF-=(n 7116"AIRSPACE 7116"AIRSPACE Q r0 w 5EO O LL.Z I5/16"LAMINATED GLASS 5116"LAMINATED GLASS _ Q O H-U F Oz ui r '� I }zoo 'v 118"ANNEALED .{J --+ 1/8"ANNEALED Z o W(n O w(A W .09G"PVB INTERLAYER BY DUPONT -(' .090"PVB INTERLAYEP.BY DUPONT a0 w H Ow 2 O Y Sl 0'to 1/8"ANNEALED 1/8"ANNEALED W d d Y QUANEX DURASEAL QUANEX DURASEAL 'G SPACER IG SPACER \, 4 PURFEC'GLAZE"H"OR SIKAFLEX 552 € 47 PURFECT GLAZE"H"OR SIKAFLEX 552 13�P5 A1C EF1 S�T�rr,.i 14 rr " 1/2"GLASS BITE 14 € DS112"GLASS BITE .i 48 -- ----- -^^1' 48--- ---- d 31"" 8TAYE OF •'XU 23- OAFO\v��• ( 77 �.J 12 �0NA �oto I FIXED LITE SASH LITE 9/22/2017 LUCAS A.TURNER.P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESURIPTIUN: GLAZING DETAILS DRAYN EY: DATE: BAT 06/18/12 DVVG/t: REV.: CWS-812 C SETTING BLOCKS PER FBC 2411.3.3.1 SCALE` SHEET 1:1 2 OF 6 • t INTERIOR VdIND'JMd SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 ��5 :32 27 #�4� 45 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT j o Z Q J o £-, o zoo QWoo ii W Zoz 0o--m LL H w Z F-� 2 Z zm�<Cr 3 -14 54 14 6, 66 63��g 4 O O 1-O Q=�� SECTION S-B o z O n z z 54—...... z oZUu,Z=O- NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, } w0 w O 0 w0 z ! RIGHT SIDE SHOWS SASH SECTION VIEW. 2¢ I-�F-Z w Lo'()w>lcw nw ziw co 14 39 O WHA Q-0 >- a puuitjrp� l INTERIOR G •J Tr '' i 09 i 7c N. DS243 1 :�1} G 0'.. STATE OF n.,C 14 Ir,1 Q G6 62 3 23 9/22/2017 ° LUCAS A.TURNER.P.E. 2 74 FL PE#58201 ? 1239 JABARA AVE. 30 O NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIF'TIUN: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG N: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C 20,25-26.36-37,44,51-52,55-56,64,67-68 scAT.€:- SHEET 12 3OF6 PARTS LIST FRAME CORNER / r�� ITEM PARTY. DESCRIPTION VENDOR MATERIAL _-3118" CONSTRUCTION tf '(I!7(�g/IIUYr Yi)°L/d(/L( 1 H-6031 Main Fr.,SH,vv/Flg.,PVC,Head Mikron Vinvl �V83+rDC1�N SYSTEMS �� 2 FI-6031 Main Fr.,SH,w/Flg.,PVC,Sill fvlikron Vinyl ----- --1 1,/16" 3 H-6031 Main Fr..SH,wlFlg.,PVC,L.Jb. Mikron Vinyl 1 F--2 3116" 1900 SW 44TH AVE. t2 OCALA,FLORIDA 34474 4 H-6031 Main Fr.,SH,w/Fly.,PVC,R.Jb. M�kron Vinyl >3 `� F g WWW.CWS.CC 6 S-1577 Impact Hook Ke mark Alum 4 0 8 H-"6027 Sash Meet.Rail,PVC Mikron Vinyl 2 11/16" L� 1 5!8" 1 5!8" 9 H-1497 Reinf,Sash Meet.Rail Keymark Alum 1116' 16"-- 8100 PVC O U - --1/16" CORNER WELD 10 H-6028 Sash Bottom Rail,PVC Mikron Viny! -.-.. ----- (ALL SIDES) SINGLE HUNG 12 H-6004 Sash Side!Top/Bot.Rail Mikron Vinyl 8 13 S-1498 Reinf.S.B.R./S.S.R '-- IMPACT 14 5-6064 Glz.Bd-7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6026 PVC SASH TOP RAIL-6027 18 S-6013 Scrn.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl z 19 S-6014 Scrn.Adapt.,PVC,Vert. Mikron Vinyl _ p W O rn 11 w O Q 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vin I 1 „2 '" Z LL-t 0 Q�d w . y .�..� w ZOZ CC--l' 1 3/16" 23 H-1699 Reinforcement,SBR Keymark Alum 7/8" a F-uj >O ?y m 24 P-2190 Balance BSI 9nf>>"-' 12 `� z z=2¢afW o p 25 P-3059 Sash Cam,PVC BSI Plastic {- Q O O I-F-lj IL Q=t 26 P-3046 Take Out Clip BSI SS 11 3 1 5!8" 2 1/8" "- "'-""1116" FIXED MEETING RAIL p Z vT?Z P j D- 1/16• SCREWED TOGETHER WITH Z O(.7� �U- 27 P-3783 Lock,Impact,PVC Interlock 1116" OUTERFRAty ¢ N Z'2 ZO O u_Z 28 P-4069 Keeper,Impact,PVC Interlock zamac 1:8 > Q�O w-=O- REINF.,IMPACT HOOK-1112 Q F-F t:Z 30 P-3215 Weep Cover w!Flap Gaer Plastic r¢ o F>a,Z O 32 1 P-3429 IWstp.,0.270 x.187 back FinSeal,Gray Ultrafab I PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w OL Oro w ro O w 37 P-4638 AS x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Stee! a Z=a- 0 O-ro 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 5n 6"-{ 9!16" ;1/8' 0 _~of w�w u1 5!16"1 39 P-4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel I 1/2- 1 ve" Fd D- of a 40 P-4264E^d#3 x 3!4 FH PH vd#6 Head,TEK,Wht. Hub City Steel J 1 LLLCz j ♦�uuu�rrte 44 P-3342 Seam Sealer,SM-5504 Schnee 7!8" ( �-�8 1 5/16" } u- j ♦♦+'`DREW 45 P-3752 Cap Plug,112"Hole M&M Nylon L Oa S" ; pjs __.....__ 1!16" ;G 47 P-3438 Slkaflex 552 or Purfert Glaze"H" SikiH aenkel 1/16. 48 P-3352 Set.Bilk-85 Dur..1/8"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER.-606663 PVC SCREEN SUPPORT-6014 'Y No 55201 �'M 51 P-3881 Temporary Lbl.(NFRC/DP) 52 P-3613 CWS Lbl.(logo) Pro Label 14• 5/8" 114" ;. STATE OF S`` 53 Sash SEE SHEET GLASS 3/4" f` 54 Fixed SEE SHEET 2 GLASS 3116" ^ ��23' %gy ". .....••.,••56 P-3281 SpacerDu asea! t 1106 �— yj�rON `yi+ ♦♦♦ 62 P-3218 Screen Frame,Horiz. AElmetal Alum llllll-----1116" — 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.RJS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-66064 64 1 P-3321 iScreen Frame Corner Key AElmetal Plastic 65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettenve Fiberglass 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl 67 P-3029 Screen Pull Tab Summit Alum 9/22/2017 68 P-3033 Screen Spring,SS Fl.Screen SS ....._.....__.___-..-.._...._____................_....... 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark I Alum 3/16 FL PE#58201 72 S-6063 Cover,Fixed Rail Mikron Vinyl "p O 1239 JABARA AVE. 73 1 S-1112 lReinforcemenl,Impact Hook Keynla k Alum NORTH PORT,FL 34288 74 P-3541 #8 x 1/2"•Pan Head,TEK Faslenal Steel PH.941-380-1574 1 5116"-{ 1/2" SHEET DESDRIPTIONi LINE ITEMS NOT USED: --- 5"-_......................._.........._ 311 G" 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,691 7 i 6 -Q f---_.._..........._...3•_._.__� 7D BOM AND EXTRUSIONS 11!1 G" r -. _^._ -- 1 t DRAWN BY: DATE: ----- SCREW SUPPORT-3113 IMPACT HOOK BAT 06/18/12 S-1577 DWG 9: REV.: CWS-812 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEET SCALE: 12 4OF6 i—. �!YYY"Y'Y`r•-,r�C- �-\!"���^1r _.� - --- Cr✓(9'.yay(4lU/UUty� "PdL30'd^J SYSTEMS —1 6"MAX. TYP. - 1900 SW 44TH AVE. - ( ).._..................... ..__....�.._. ....................................y.......17"MAX.O.C.(TYP.) 6"MAX.(TYP.)--I 1 1 3 OCALA FLORIDA 34474 tWWW.C.'VS.CC I i SEE NO1E 2 8100 PVC 10 112" 1 MAX.O.C. SINGLE HUNG (TYijP.) IMPACT --INSTALLATION ANCHOR(TYP.) I ¢ Z owo cnw0p i•^c Z W 1 i w ZOZ U F=Zt_. o a0�}C0�3;m -r u. I-W ZF--3:2= - L NITG R-R Z Z S 2 Q ............ "(TYP.)J 00 0�UI-ZZF0 0- 1 I Q �ZO �ZOu.O > C�Wpw C=OZ 101ir 2' f\ W pp��CW 0 W MAX.O.C. rs Z L W p f�F- (IYP.) 0- =0- O_ to I A I O W I-Q W w U1 �•�``P�cJ RE 4b�T"'� 4•(TYp.).__..__.._ NO ANCHORS REQUIRED IN SILL J 1 z�~v Ne 582.01 •. ANCHORLAYOUT-(FLANGE) vjJ ; 8YATE OF Q NOTES: 1.INSTALL ONE ANCHOR.AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. ' Z SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". 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. Z 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET^u, 9/22/2017 ............._.....-------------........ . 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIN41LAR METALS OR MATERIALS IN CONTACT W ITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 .-......._......_......... 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. s EroEscaiF7iori: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,V FOR WOOD AND METAL. DRXVN BY: DATE- BAT 06/18/12 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG:: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-812 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: ----------------------- SCALE..: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:15 5 OF 6 `---.._...--.........._._..----..................._.._........-....._......._.._...................__...__...-----._..........._...........-...........................---..............__.............._...._......._......__.....--._......................_..._..__...__.........-----..._....._...._................_..............................._._.._—.-..._...............................---'---'--.._...........---'-------'--.—....................._...._._...._..............._........_.................__...---....—._-. TYPICAL HEAD ANCHORAGE MIN EMBEDMENT � MIN.EDGE DIST. �"'� SEE TABLE 1 SUBSTRATE WINDOW SYSTEMS _._ S 1 —�j BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 1/4"MAX.SHIM--i SEE TABLE 1 ,O OCALA,FLORIDA 34474 'UBSTR,4TE BY OTHERS..... ...._................................._...............__...._#.. .........._............_I............-..._._.._..._- "� WW4V.CVVS.CC EE TABLE 1 }� f I •( } MIN.EN46EDMENT l- I{• PERIMETER SEALANT SEE TABLE 1 �" MIN EDGE DIST. 8100 PVC BY INSTALLER SEE TABLE 1 SINGLE HUNG INSIDE AND CUT — ...._.._._. .. INSTALLATION ANCHOR ............................. SEALANT BEHIND SEE TABLET IMPACT FLANGE BY INSTALLER I----1/4"MAX.SHIM y yY fnI1' Q z S < cwo ¢wOD r u Z Woo 1-- PERIMETER SEALANT w I-W Z F-3�2_ BYINSTALLER Z Z=2 Q0�w 0 0 INSTALLATION ANCHOR INSIDE AND OUT () U O CO F Z a I' 4 SEE TABLE 1 SEALANT BEHIND o Z — FLANGE BY INSTALLER Z O Z U U Z Z U U > ~—,oLL HORIZONTAL SECTION 2 Q O F— f :,ONTINUOUS DOUBLE 3/16"BEADS OF II/--'\.t_...._........_..__........._..._.—.___..._..._......_._..._ q Y cn U— cn TREMGLALE U1600 SEALANT'AROUND 6j TYPICAL JA h16 kNCHORAGE w [r c}n W 2 w PERIMETER AT ALL INDICATED POINTS LnW O u7 I— ! BETWEEN FRAME AND BUCK BY INSTALLER. d Z=D- K O—U fr W~Q� w i}W U --1/4"MAX.SHIM a I- a. SEALANT BEHIND FLANGE BY INSTALLERi I 7 a`ANC RE 4S .�� / PERIMETER SEALANT i T "'1 �:Ac,••`••E,*/S• Com•' MIN.EMBEDMENT J�$••• 1 '••cr' IN INSTALLER I Cv No 552.1 '. INSIDE AND OUT SEE TABLE 1 j\ _ ST'• STATE OF SUBSTRATE BY OTHERS-- %O SEE TABLE 1 .__...._...................�. Si FSS'l O P.1�',5'•U�\i`� 11N.EDGE DIST. SEE TABLE 1 p VER I"]CAL SECTION ��rrrnrrrt°° 6 TYPICAL SILL ANCHORAGE J•-� O 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE hIN.EMBEDMENT MIN.EDGE DIST. �- FL PE n 58201 CONCRETE(2.0 KSI MIN.) 3116"IT V TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT _ `1 1239 JABARA AVE. BY INSTALLER NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITVV TAPCON 1" 2" INSIDE AND OUT PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" 6 HORIZONTAL SECTION BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL 51MILAR FOR BOX INSTALLATION 3/16"MN TAPCON INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.551 OR ELCO ULTRACON 3/8 7/8 FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MIN.SOUTHERN PINE lG=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRANCE APPLICATION IS ACCEPTABLE PROVIDED: DRA4vN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD 910-16 HILTI KWIK-FLEXOR ITW FULL THREAD BAT 06/18/12 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV, INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C 1/8"ALUM.( 5 MIN.)OR 110 GRADE 5SELF-TAPPING/ FULL THREAD PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 118"STEEL(33 33 KS1KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 SHOWN FOR FLANGE WINDOWS. SCAI..E: — — SHEET 1:2 60F6 P Florida Building Code Online r Page 1 of 2 0 BCIS Hone Log In User Registration Hot Topics , Submit Surcharge Stats Ns Facts Publications�j PBC Staff BCIS Site Map Links Search di Product Approval Public User Product f cnroval Men!.i>PfodncS or Application S-arch>Ao Alcation List>Application Detail ( _ FL FL6890-R6 _ 3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative )ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 amonteverde@cws,cc Category Windows Subcategory � Case: ent Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1....; 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 Validation Checklist-Hardcopy Received Certificate of Independence FL6890 R6 COI EvalReDort161D.Ldf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://wwlw.f]oridabuilding.org/pr/pr_app_dtl.aspx?param=w(3EVXQwttDqurtBg7NfxNG91i... l 13/2018 t 1 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Flg/Fin Casement. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL6El9 _._R6 II CWS-1,6.i.D.Pclf Approved for use outside HVHZ:Yes Verified By: Lucas 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 R6 AE EvalReoorY161D.pdf psf,Max,size 37"x 72".Outer lite in I.G.to be fully Created by Independent Third Party:Yes tempered when used 30 ft. above grade in HVHZ.Glass complies with ASTM E1300-04. Back Next Contact Us::2601 Blair Stone Road,Tallahassee Ft.32399 Phone:850-487 1 624 The State of Florida is an AA/EEO employer,Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 650.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaiis provided may be used for official communication with the licensee.However email addresses are public record,If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click hare_. Product Approval Accepts: El tA cGlE Credit Card Safe r https://Nvww.tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NIWG9n... L/3/2018 1239 Jabara Ave. North Port. FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 161D August 28, 2017 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, 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`i'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 6`f' Edition(2017)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 1239.1abara Ave., North Port. FL 2) Approval drawing CWS-161D, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3673-1,-IA,-2,-2A, and NCTL-210-3674-1,-IA, -2,-2A, from National Certified Testing.Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/i.S.2i"A440- 2005, and ASTM E 1,886/1996 2002/2005 4) Supplemental Calculations to support CWS-161D, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-161 D. Limitations of Use: This product: • May be used in X config. in unit sizes up to 36"x 72"with 1/8"(HS or Temp.)outboard, -air- 1/8HS-090PVB-1/8I-IS laminated inboard glass, or in unit sizes up to 36"x 63"with 1/8"(Ann. or Temp.) outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G. to be fully tempered when used in HVHZ above 30 ft of grade • Requires max. glass daylight sizes as shown in,CWS-161 D • 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 Kuraray(Dupont) PVB Interlayer per Miami-Dade N.O.A. 4-16-1117.0f • Requires Quanex(Mikron)white rigid PVC fi•aming per Miami-Dade NOA#17-0206.10 t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`h Ed. (2017)Florida Building Code for use in this product. Certification of Independence: 1 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. Ili off,, No 582,01 ` 8/28/2017 c X Z Lucas A. Turner, P.E. : '= s•r TG QF FL PE #58201 T GENERAL NOTES: CASEMENT - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED YWINC DIN SYSTEMS ffl TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. ......._--- 381/4. .. EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474 MAX..OVERALL 38 1/4" AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS Nww.CWS.CC I FLAN WIDTH MAX.OVERALL.FLANGE.WIDTH DEFINED IN ASTM E 1996 PER THE FBC. 37" ...... 37" UN:T WIDTH UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8400 PVC MAX.SASH WIDTH MAX.SASH WIDTH 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT F--...........I RIGHT. IMPACT .................... .. _.......... .......,.............---_._._............. . ——— 4.DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ¢ -0 GLASS TABLES ASTM E-1300-04e01/09. z w w o Q IW-o 0 i -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER w z O z �F z F- I INFILTRATION TEST PRESSURE731/4" ,AND GLASS TABLES H w§z H 0,S m MAX. I i_ - ASTM E-1300-04e01/09. z z=2¢�w'2 O OVERALL I / O Oh OLja=�tr FLANGE 1 I 64 114^ 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN o z Z z F HEIGHT I I MAX � I � I I� THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION z O z U ui z=O�U OVERALL B I I I B DETAIL.WIND LOAD DURATION FACTOR Cd=1,6 WAS USED FOR WOOD <-u_w O z FLANGE ANCHOR CALCULATIONS. fr z C O tw-1-h O- HEIGHT I I Q or 02 Os 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE u~ LL W o w v1 w NOT REQUIRED. a- w Lz O w z r MAX. I GLASS 63" 72" 65 I .6.1L�: � w w I GLASS MAX I Gt.ASS 7.ALL FRAMES AND VENTS FULLY WELDED. a F- Q. a UNIT DLO UNIT I DLO HEIGHT I I i �Hun+4++ HEIGHT I I / I 8.SERIES/MODEL DESIGNATION CA-8400. '�ptkOREW /p 9.THE DESIGNATION X STANDS FOR THE FOLLOWING: C ;•y CE3Js ..}'�% -{ (......._.....; X=OPERABLE SASH I 6 MAX. I v.. No 5.,2 231 MAX. I C SASH / I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR HEIGHT SASH 6 I LOCATION. HEIGHT I D I G O'. 81-ATE. OF :L: I 16 � I I �'• tOHi� ��: I -- I A (A I ........_....._....... 301/2" ._........_.._.._....� 6. GLASS DLO z� --- I112" ----- RIGHT HINGED-SHOWN GLASS DLO 9/22/2017 LEFT HINGED-SHOWN LEFT HINGED-OPPOSITE LUCAS A.TURNER,P.E. RIGHT HINGED-OPPOSITE FL PE#5$201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 NON-HVHZ „ „ +/-65 PSF DR.A'NN BY: DATE: GLAZING DETAILS.................................2 37 X 63 ADE 05/05/07 HVHZ +/-67.5 PSF LARGE MISSILE IMPACT _.._..._._.........................._.................. SECTION VIEWS....................................3 DNlGiF REV.: EXTRUSIONS&B.O.M..........................A NON-HVHZ +/-65 PSF CWS-161 D ANCHOR SCHEDULE&NOTES............5 - �37Z" INSTALLATION DETAILS.......................6 HVHZ <_ +/-67.5 PSF sc;ALE: SHEET 1:15 1 OF 6 r - WINDOW SYSTEMS � 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC .. ....._...---'-- ... ...._._........_......................� I I 8400 PVC CASEMENT IMPACT a z 3; azo 718"OVERALL 7/8"OVERALL I- O W p rn¢W O p z 1,18'"ANNEALED or TEMPERED 1!8"NEAT STRENGTHENED or TEMPERED 0z Qw N o O-§> rrl-O tw K 5 m � 7116"AIR SPACE 7116"AIR SPACE IL t-W ZF-St=Z z=2EQQ�W p O 5/16"LAMINATED GLASS 5/16"LAMINATED GLASS OU 00 N OF Z d F=-U)d 718"ANNEALED ! 1/8"HEAT STRENGTHENED O Z Z Z F O ZA < O U Z F-p— LL .090 DUPONT PVB INTERLAYER i .090 DUPONT PVB INTERLAYER ZLy}p wcn h 0>- <Q F Z'_ QUANEX DURASEAL• tib"ANNEALED QUANEX DURASEAL.) I 1/8"HEAT STRENGTHENED F- Op F-}O'S_g IG SPACER j IG SPACER3 w a rn w rn p Lu U)w SIKAFLEX 552 OR ��I I SIKAFLEX 552 OR d z=a of O_rn 23 PURFECT GLAZE"H" �l i,.. PURFECT GLAZE"H" p w -0 2 1 d W .� ........_........ t F, �'S W K 46 I 112"GLASS BITE 46 ?, 712' GLASS BITE ��"� 4 u �p,1y©R�41' i r 8IA7E 4F :'ate: I GLASS TYPE A GLASS TYPE B y� 9//22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SETTING BLOCKS PER FBC 24113.111 GLAZING DETAILS DRAWN BY: DATE MAX UNIT SIZE MAX POS. DP GLASS TYPE ADE 05/05/07 –.._.._.. ................._..._.-.._....._... DWG K: _.... ... ..REV 37" x 63" +67.5 A CWS-161 D -- _....................37"x 72" +67.5 –S-H'--E.._ET —_- 1:1 2 OF 6 WINDOW SYSTEMS 1900 SW 44TH AVE. INTERIOR 35 33 OCALA,FLORIDA 34474 www.CWS.CC r,� (1-1, S48 ---'----..._._..--'-----._.._...._........................ cl o 8400 PVC Em CASEMENT IMPACT 1 46 18 1 .......... Z Z� < 4Z , F- 9 1 WZ 2 a� 4 < oo QHO� u- F Lli Z F- zo cz) '�'<�'W 4 301 8 61 (12 51 9 18 0 zo a-. P Z F-D Cn SECTION VIEW B-B z 0 4 < p—Z LOL C26 0z:0) u-z 2 >- <3�0 w—m 0 of 2 1 0 Lli(/)0 LLJ ct)W z CL 0 0 of 12 0 w 0 0-a: > cr w (L INTERIOR No 5S231 40 STATE OF ..Qz 10 43 13 5.1 7 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 C310 1239 JABARA AVE. NORTH PORT,FL 34288 46 39 PH.941-380-1574 ISHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME DRAWN BY: DATE: ADE 05/05/07 -bv,IG—m ' keT.-- ITEMS NOT SHOWN FOR CLARITY: CWS-161 D 14,16-17,19-20,25,27,32,34,37-38,42,44-45,50 SCALE: —SH-E.ET 1:2 3 OF 6 PARTS LIST 31/g• ._.._.—. FRAME AND ITEM PART# DESCRIPTION VENDOR MATERIALSASH CORNER 1 H-60306 FR.,CASE.,MAIN,HEAD MIKRON PVC F.T - CONSTRUCTION WINDOW SYSTEMS 2 H-6030B FR.,CASE.,MAIN,SILL MIKRON PVC 19Q0 SW 44TH AVE. 3 H-60308 FR.,CASE.,MAIN,JB.,RIGHT MIKRON PVC 2 OCALA,FLORIDA 34474 7/32"- 4 H-60308 FR.,CASE.,MAIN,JB.,LEFT MIKRON PVC 4 } ....{ � WWW,CWs.Cc- 5 H-6030A FR.,CASE.,WI FIN MIKRON PVC ]'►(r1 321;32" � X7/32" 6 H-6008 SASH,CASE..TOP RAIL MIKRON PVC 7 H-6008 SASH,CASE.,BOT.RAIL MIKRON PVC �� 1/1G" 8400 PVC 8 H-6008 SASH,CASE.,SIDE RAIL,HINGE MIKRON PVC o PVC GLAZING BEAD CORNER WELD CASEMENT 9 H-6008 SASH,CASE.,SIDE RAIL,LOCK MIKRON PVC S-6064 (ALLSIDES) IMPACT 10 H-1592 SCREEN RAIL,SIDE/BTM KEYMARK ALUM j% 11 H-1593 SCREEN RAIL,TOP/SIDE KEYMARK ALUM PVC FLANGE FRAME 12 GLASS SEE SHEET H-6030B a z a z o r ow0 Q�Uw 13 P-3028 SET.BLK.,85 DUR.,1/8"X718"X2"LG. FRANK LOWE RUBBER z w uj o 14 P-3029 SCREEN LIFT-OUT SUMMIT ---2 7V32"-� w z O z z r z I- 15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER z1/3z" - 7116^-- g a 0�>_O m {{�� ��''II U- r-w zI-��= s -I j I r�_._O z 0=-00<w,p 16 P-3195 SCREEN SPRING,NO HOLE TENSION �--+. 4s �- -46 O O I-O a w O o U U f-Za 17 P-3197 SCREEN CORNER KEY M&M NYLON o 7 fns^ lits" J o z-U) z 18 P-3217 WSTP.,WHITE LEAF SEAL,FRAME AMESBURY RUBBER 2 1/a" 8 z O Z w 0 z o O- COIL,.062 X.656 COIL,.05 X.437 --w 2 O w O 19 P-3228 SCREEN SPLINE,.155 DIA,BLK DAPA 1%16" p-4491 P-4050 ¢ O w o O- 20 P-3281 SPACER,DURASEAL,SEE SHEET 3 DURASEAL TRUSEAL o F W�h y 0 s zo s 21 P-3342 SEAM SEALER,SM-5504 SCHNEE SILICONE -- w Ow w V)0O w 0 w 22 P-3429 WSTP.,.270 X.187 BACK,ULTRA FIN,BLACK,SASH ULTRAFAB PVC SASH a z=D O-F- 23 PURFECT GLAZE"H",SIKAFLEX552 HENKEL,SIKA H-6008 _ w 3 w 24 P-3539 #8 X3/4"QUAD PH TE K,ZINC,SCREW o- ° o 25 P-3581 SCREEN CLOTH, 18 X 16 FIBERGLASS PHIFER 17/32 - 17/32'---' -� �. �yDREt1%�T�., 26 P-3587 #8 X 1"PH FH EK 2,SS,SCREW FASENAL SS 27 P-3613 CWS LBL.(LOGO) ��`' '�;E•15 lo 28 P-3685 CS 8400 GOLD CERT.LABEL,NFRC TAB 19/3 2" 1 s/3z' ?­' N6 5S2:s1" .�� 1/16" 29 P-3752 CAP PLUG, 112"HOLE M&M NYLON 30 P-3881 TEMPORARY LBL.(NFRC/DP) 31 P-3940 SNUBBER,SS, PVC SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE :A . STATE OF W: 32 P-4003 TIE BAR GUIDE,ROTO.HDWE. ROTO SS H-1592 H-1593 �.,�T •:`i a a 1y ,,; HDWE.LOCK) Ss 34 P-4005 SUPPORT PLA EHLOCKSSS,ROOTO HDWE. ((Use w/P-4'006) FAROTO L SS "fl"O AL+,,"' 35 P-4006 LOCK.MULTI-POINT,ROTO HDWE.,WHITE ROTO SS - -- --3116 --i 3/4^--.r........� 36 P-4007 ROTO.OPERATORS(FOR LEFT/RIGHT OPEN CASEMENT) ROTO SS """"..... 37 P-4009 TRACK&SLIDER ASSM.,ROTO OPER.,ROTO HDWE.,(13") ROTO SS 38 P-4010 STUD BRKT.,ROTO OPER.,L.H.,ROTO HDWE. ROTO SS 39 P-4012 SHIM,ROTO OPERATOR,ROTO HDWE.(4.8mm) ROTO NYLON a SASH REINF. 9/22/2017 40 P-4014 HANDLE,STD,ROTO OPER,ROTO HDWE.(WHITE) ROTO ZINC S-1505 41 P-4018 HINGES(LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS �� LUCAS A.TURNER,P.E. 42 P-4020 SUPPORT WASHER, ROTO OPER,ROTO HDWE.(SS) ROTO SS 4112" r-<o� FL PE 4'58201 43 P-4021 #8-32 x 3/4"Quad FH W/1/16"Lead,MS.SS,ROTO OP.,ROTC' FASENAL SS `� 1r1s" 1239 JABARA AVE. 44 P-4024 GASKET,ROTO OPER.,ROTO HDWE.,1/16" HOP o NORTH PORT,FL 34288 1/2".1 PH.941-380-1574 45 P-4031-P-4040 TIE-BARS,ROTO HDWE. 1-5 LOCKPOINTS,SS(BY OA HGT.) ROTO SS 7/32" SHEET DESCRIPTION: 46 P-4050 REINF.COIL-ALUMINUM,5052-H32(.050 X.437), HD PRECISION STEEL ALUM 1 1" 3" -{ 47 P-4043 STRIKE,MULTIPOINT M&M NYLON _...1 T� e BOM AND EXTRUSIONS 48 P-4146 #8 x 314"PH FLAT EK,SS FASENAL SS SCREW SUPPORT 49 P4491 REINF.COIL-ALUMINUM,5052-H32(.062 X.656),HD PRECISION STEEL ALUM PVC FIN FRAME P-3113 DRA•A•NBY: DATE: 50 P-4641 #8 x 518"PH FLAT EK,#7 HEAD,SS FASENAL SS H-6030A ADE 05/05/07 51 1 S-1505 IREINF.CASE.SASH KEYMARK ALUM owes: REV_ 52 1 6-6064 JGLZ BD.,7/8" MIKRON PVC CWS-161 D SCALE: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 2:1 SHEET 4 OF 6 (TYP) 4"MAX.AX.(TYP.)) SEE 6�MAXrMTYPO.(,.'TYP.)- ----..-..-- SEE NOTE 2 ((TYP.) SEE NOTE 2 �(% lVll//LU(Ya ` - " - ..... ......... EN y.�----���' MAX. 7 P. SE OTE 2 ',YINDOW 44 H AVE,Ef`19 01 - 6"MAX.(TYP.)T ./ 19 112"A(AX.O.C.(TYP.) ;..SEE NOTE 2 j 4"MAX.TYPO(TYP.) ' OCA A,LTH A OCALA,FLORIDA 34474 .................. 6"MAX. TYP. WWW CWS.CC 6" MAX.(TYP.)— , ............................................................................... J 8" 8400 PVC i MAY.O.C. J j (TYP.) / .!_.._ CASEMENT ,o" IMPACT MAX.O.C. (TYP.) / MAX.C.C. / (TYP.) 14 3i4., Ow0 QHOO X MAX.O.C. ,` W Z O Z O F F- I ! f I INSTALLATION - z z= `t W p O ANCHOR(TYP.) U U V)O�z 0- a `y. \ INSTALLATION O Z z Z Z p V} ANCHOR(TYP.) Z p z 0 r/7 Z p— INSTALLATION \ Q F--w p 0 W e= i ANCHOR(TYP.) 2 Q O F p FF- }��0� T- W tpi�WcnOWt�Fw- ! w Z-W p __..._.._._.._....__......................._._._ -........._. -__---------._._...._................... a —= 5 O n p wF O W2�� W 6"THRU FRAME ANCHOR a- ~ n' o d HINGE SIDE JAMB(TYP.) ------6"THRU FRAME ANCHOR HINGE SIDE JAMB(T>'P.) ...... frf ANCHOR LAYOUT-,FLANGEI .{ ANCHOR LAYOUT-(FLANGE) ij`,t F FOR UNITS UP TO 37"x 72," 7 FOR UNITS UP TO 37"x 63" J� N'C...... ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN) p? 0 E N S •.h� FOR UMTS UP TO 37"x 72" FOR UNITS UP TO 3T x 63" � 1�J%: •,. Na 562•'01 :O 8TA'rE OF .74 �'`�-�� ��G�S O R: G.♦ NOTES: T ;-. 4�Sf ,ttt �♦♦ i.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ' 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE.SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL B CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. y y 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017 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 NlOOD OUST j LUCAS A.TURNER,P.E, BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED;INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE, ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAINN 6Y: rnrE: j 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 05/05/07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. o�Wk....................kry --'-' 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-161 D FMAlAAiAA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FPotArAAMAAAJDMA 300(EXTERIOR DOORS) Sc'kL=: SHEET 1:20 5 OF 6 MIN.EMBEDMENT SEE TABLE 1 SUBSTRATE TYPICAL HEAD ANCHORAGE BY OTHERS Y � WINDOW SYSTEMS .-( INTERIOR 1/4"MAX.SHIM— SEE TABLE 1 MIN,EDGE DIST —�----- SUBSTRATE 1900 SW 44TH AVE. -( ,,,-„,,,,,,,,,,,,,,,,__. SEE TABLE 1 BY OTHERS -I-----MIN,EDGE DIST. �(' SEE TABLE 1 OCALA,FLORIDA 34474 SEE TABLE 7 FV-i 1/a' MAX.SHm4-�- �- WWW.CWS,CC (� '----....._._......_.._..._.................................... SUBSTRATE BY OTHERS-� �' MIN.EDGE DIST. SEE TABLE 1 Q� SEE TABLE 1 I(' MIN.F..MP,EDb1ENT QOM ---- 8400 PVC PERIMEf ER SEALANT SEE SEE TABLE`1 INSTALLATION ANCHOR- --r. ....._ ____ ................................._.. �r7I BY INSTALLER - — ; SEE TABLE 1 I I MIN.E DMENT CASEMENT INSIUE AND OUT Com...-—- -_ ./ U i SEE TABLE 1 IMPACT SEALANT BEHIND FLANGE BY INSTALLER r L 114”MAX.SHR:4 J� i J I W7,r Q o aZ0 PERIMETER SEALANT Z W W O co PERIMETER SEALANT 6Y INSTALLER w Z O Z `F-Z F BY INSTALLER INSIDE AND OUT ❑ F W'S_Z O Cf 3:m INSIDE AND OUT INSTALLATION ANCHOR Z Z=2 G Ir w p p SEALANT BEHIND SEE TABLE 1 O O 1-O(j aQ=F_o' FLANGE BY INSTALLER SEALANT BEHIND O O V)r Z I-U)5- FIN BY INSTALL.FIR Z CO❑-Z~L=j INSTALLATION ANCHOR INTERIOR �l g� HORI7.ONTAL SECTION C HORIZONTAL SECTION } Q tC W O p Z Y SEE TABLE 1 6 TYPICAL JAMB ANCHORAGE 6 T'YPIC'*Al* N ANCHORA^vE � ��O 1-��Z ui i HEAD AND SILL SIMILAR FOR FIN INSTALLATION W O O a w co w LL cf) NOTE:ADDITIONAL THRU-FRAP�IE ANCHORS a Z=n O `� (AS SHOWN IN DET.B/6)REQ'D AT THE HINGE _~tr w�w c� SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. n ~ D- cr OL )� FLANALNT BEHINDt4"tdAX.SHIirt . NOF2fNBY INSTALLER O ,( GEf! �v.' No 55201 ••:� PERIMETER SEALANT j MIN.EMBEDMENT BYINSTALLER // SEE TABLE 1 INSIDE AND OUT I _ ..................................................1.. G�i 5'fA7E OF ,cCi.: SUBSTRATE BY OTHERS r SEE TABLE 1 1 1 MIN.EDGE CIST. ': [) SEALANT UNDER SCREW �^�N VERTICAL HEAD BY INSTALLER / 1 CH SEE TABLE 6 TYPICAL SILL LL ANCHORAGE 9/22/2017 TABLE I TABLE 1:APPROVED INSTALLATION FASTENERS j FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMLUCAS A.TURNER,P.E. ENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITN TAPCON 1-112" 1-1/8" PERIMETER SEALANT— � 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"111 TAPCON 1" 2" BYINSTALLER ..!_..._._� NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1.1/4" 2-1/2" D HORIZONTAL SECTION .—____..__.........._.._........_...__._._._..—_—__ SHEET DESCRIPTION: 6 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7!6" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 910 WOOD SCREW 1-318" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 118"ALUM.(6063-T5 MIN.)OR #10 GRADE 5SELF-TAPPING/ FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED owGa: "---;rv.: FLANGE 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-161 D 118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: - —- FIN 2X MIN.SPRUCE-PINE-FIR(G=0.42) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SHEET 1:2 60F6 M IAM 1•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 I EPTANCE OA www.miamidade.gov/economy In ustries,Inc.W 90 Street FL 33166 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 Florida Building Code i cludinthe i h Vel ci u 'ca e o e.- ESCRIl'TION: Clip ed Extruded Aluminum Tube ull'on w/an w o to 1 ei fo ce e t—L PRO DO :Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions"sheets 1 through 10 of 10,dated 04/27/10,with revision E dated 05/14/18,prepared by manufacturer,signed and sealed by Thomas J. Sotos,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. ISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise 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 County, 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 entire 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 and renews NOA No. 17-1212.24 and consists of this page 1 and evidence pages E-1, E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.18-0529.03 MIAMI•DADE COUNTY Expiration Date: May 30,2023 Approval Date: June 14,2018 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No. 02-0501.05 and 95-1212.09) 2. Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10,with revision D dated 11/21/17,prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-02-T071, dated 09/16/02,tested per ASTM E8,signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 2. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of 120"span aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA No. 02-0501.05) 3. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of 120"span aluminum tube mullion with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering &Testing, Inc., Test Report No.HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No. 02-0501.05) 4. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Hurricane Engineering&Testing,Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 5. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-02-1717,dated 08/27/02, signed and sealed by Rafael E.Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 7W29� Manuel Perez, Product Control Exa ine NOA No. 18-0 Expiration Date: May 30,2023 Approval Date: June 14,2018 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTnvuED) 6. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-1376, dated 01/31/96, signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA No. 95-1212.09) 7. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90"span mullion and a 45"high fixed window on top,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12,prepared, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 12-0127.07) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 61 Edition(2017), and of no fmancial interest, dated November 17,2017, issued, signed and sealed by Thomas J. Sotos,P.E. 2. Laboratory compliance letter for Test Reports No.HETI-02-1714,HETI-02-1716, HETI-02-1717,HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering&Testing, Inc., signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No. 02-0501.05) 3. Laboratory compliance letter for Test Reports No.FTL-1376,dated 01/31/96, and FTL-1383, dated 02/13/96,both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 02-0501.05) Manuel P ,P.E. Product Controlxa iner NOA No. 1 29.03 Expiration Date: May 30,2023 Approval Date: June 14,2018 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Reports No.: FTL-3619,FTL-3620,FTL-3621, FTL-3622, FTL-3623,FTL-3624,FTL-3625, FTL-3626,FTL-3627,all dated 11/27/02,issued by Fenestration Testing Laboratory, Inc., and signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-0128.06) 5. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test,dated 04/07/17, signed by Nelson Erazo. G. OTHERS 1. Notice of Acceptance No. 17-0222.13 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement— L.M.I.", approved on 04/13/17 and expiring on 05/30/18. 2. One year approval, subjected to successful verification test. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions", sheets 1 through 10 of 10,dated 04/27/10,with revision E dated 05/14/18,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of 108-1/2" span aluminum 2"x 4"tube mullion with no reinforcement,prepared by Hurricane Engineering& Testing,Inc.,Test Report No. HETI-18-6036, dated 05/04/18, signed and sealed by Rafael E. Droz-Seda,P.E. 2. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 108-1/2"span aluminum 2"x 4"tube mullions with no reinforcement,prepared by Hurricane Engineering& Testing, Inc.,Test Report No. HETI-18-6037, dated 05/04/18, signed and sealed by Rafael E.Droz-Seda,P.E. �J Manuel Pere Product Control E mine NOA No. 18- 9. Expiration Date: May 30,2023 Approval Date: June 14,2018 E-3 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of 120"horizontal span and 74"vertical span,2"x 6"aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-18-6038,dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E. 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 120"horizontal span and 74"vertical span,2"x 6"aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-18-6040, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017),prepared by manufacturer, dated 05/24/18, signed and sealed by Thomas J. Sotos,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 17-1212.24 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement— L.M.I.", approved on 02/01/18 and expiring on 05/30/18. Manuel kerez, i Product Control Ex r NOA No. 18 52 03 Expiration Date: May ,2023 Approval Date: June 14,2018 E-4 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWS(NS MIAMI-DADE C ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. a # GLAZING HORIZONTAL MULLION o o # PRODUCT 3 RECTANGULAR ALUMINUM TUBE MULLIONS y USING MULLION PROPERTIES ONLY ANCHOR/CLIP HORIZONTAL MULLION N GLAZING 3 PRODUCT + N GENERAL NOTES: a 2 i DJ F r r �V Q z 3 N 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3 y 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE(2014-5th Edition&2017-6th =y cc + N Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). J c O z C VERTICAL VERTICAL II _ z c Z m 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE 00 2 O W MULLION MULLION APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I•E: WIND LOAD, WATER m M a g .j W o INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. a n Z II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, d GLAZING GLAZING GLAZING Q H GLAZING 3 INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. PRODUCT PRODUCT PRODUCT j N PRODUCT 4. WOOD BUCKS BY OTHERS, MUSE BE ANCHORED PROPERLY TO TRANSFER j 0] F m _ LOADS TO THE STRUCTURE. V `J Z 5.ANCHORS SHALL BE AS LISTED, SPACED AS,SHOWN ON DETAILS,ANCHORS F : C ]EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. yyU F. '� z ANCHOR/CLI 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ®N j Z �- ARE NOT PART OF THIS APPROVAL. O a 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. d a B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, W W1 W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET MULLION SPAN THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4• u MULLION SPAN a F WIDTH (W) = wT + 22 + w3 MULLION & CLIP NOTES: �j Q 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET k_�z 2 OF 10 FOR DETAILS AND NOTES. ANCHOR/CLIPANCHOR/CLIP - REFER TO SHEET 3 OF 10 FOR MAX. MULL*DESIGN PRESSURE CHARTS "'•. HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET ti 4 OF 10 FOR DETAILS AND NOTES.REFER TO SHEET 5 OF 70 FOR MAX. MULL DESIGN PRESSURE CHARTS GLAZINPRODUCT3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETSMULLIONL 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES.+ N ' REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS mGLAZING GLAZING zi OzPRODUCT PRODUCT �vGLAZING GLAZING II - W PRODUCT PRODUCT oz r '� E E�a3VERTICAL .`Z ANCHOR/CLIP--) MULLION F i ANCHOR/CLIP o W1 W2 �,*• �... wt w2 � ,•4,�, •..U.b'�y W MULLION SPAN q a �'d¢ PRODUCT REVISED M 0: + W l + W2 O •�'1xIh the Il-id.. Building Code X0 WIDTH (w) WlW2 WIDTH (W) Ac.rAan.No - `� I . 2 2Er'ration Date '• F e♦ .•�, TYPICAL MULLION ARRANGEMENTS M D.&Prodact ` ,y k/r+rntc+a F • d I • i 1.690 .125 .356 TYP. .462 1.500 �2 7F5'i�Tl 5 _ w� O cb b m 1.405 3.000 LS00 n 63 4.000 4.000 .115 1.732 ,�_ .IRS 1 j o U p R �- o z C z 3A00 3.062 3.000 .StS of O 1 2 X 4 TYPH AL 2.000 1.732 2.062 W M� h W 4-- -4.500 _STD. TUBE WINDOW FRAME 2.000 Z W o qrn y ULLION -'z Q O v 2X MULLION CLIP I w W x ti a o 6063-76 .i88��.102 �f.60D .156rIO2 �l.OoO� .156 .078 m n. E ..li NOTCH 'L'� 6A00 1.062 5.188 1.062 L188 1.062 .7 �' vi MI �'L'� OPTIONAL 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 Ec7 0 STD._ TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION DQ cE- J� LION 6063-T6 4 6063-T6 6063-T6 6063-T6 6063-T6 R F Ixx: 2.070 in. Ixx: 1.000 i4 n. Ixx: 0.950 in`. Ixx: 0.370 in4 Ixx: 0.330 ina. U F m s a L20oa� Sxx: 1.035 ina Sxx: 0.667 ink Sxx: 0.633 ina Sxx: 0.370 in� Sxx: 0.330 ina �a a a - (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME Z U i STANDARD TUBULAR SHAPES ) (FLANGE FRAME) L '} is � �Ly 1 TYR WALL-.125"ALL Hca �Y g � d Ii ALLOY.. 6063-76I �1,Opp� build n.Cbda .750 ' .125 Acca twca Nu 1 na W c i TYPICAL Ez,�i tion Data y},yy'fcf'„ I GLAZING PRODUCT a 6 .124 �1.000� By F .] 9E .129Miam a roduct Q 5 125 2.0I Yrtrt' a? ,1 £y R CE 4.000 iT'� .125L 'i 6.000 300 ` '• I .125 I g 4.500 2.000 V h p TX MULLION CLIP 2.000 3400 4.090 4.0G0 Ll Li I � 6063-T6 �,. :s2 G p$o .. a MULLIONS CONTAINING IU 1 X 4 i X 3 1 x 2 v a a 3 STD TUBE MULLION STD, TUBE MULj,tON STD. TI1,�F MULLION ~", NOTCH TYPICAL GLAZING PRODUCTS 606}_76 6063-TG 6063-T6 n t u5i 2 X 6 0 OPTIONAL HORIZONTAL OR VERTICALZ X 4 Ixx: 2.070 in4. Ixx: 0.950 in° Ixx: 0.330 in4. m STD. TUBE MULLION STD. TUB M ION Sxx: 1.035 ink Sxx: 0.633 in� Sxx: 0,330 ina as SEE WINDOW OR DOOR APPROVAL FOR c u e FASTENERS SIZES AND SPACING 6063-T6 6063-T6 a a Ixx: 8.280 in° Ixx: 2.980 it i z w Sxx: 2.7601na Sxx: 1.490 ina zn I. .E o �.L.' \ �•L \ CLIP LENGTH RECTANGULAR ALUMINUM TUBE MU LIONS a m ti MULL "L^ INSTRUCTIONS: USING MULLION PROPERTIES ONLY I X 2 1.688' USE CHARTS AND GRAPHS As FOLLows. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT ,',�y{t!/t10llld��p STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. AND CAN BE USED WITH ALL LAWSON�S MIAMI-DADE � g•• ••• �iP� 1 X 3 2.688' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. Tm.•�`�,,,�Q•' NOTCH I X 4 3.688' STEP2 USE REOUlREMEMS.GLAZING PRODUCTS MEETfNG ABOVE LOAD N om'• 4.pLa'° m C• OPTIONAL 2 X 4 3.688' STEP '�USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL NOTE .125 MIN. 2 X 6 5.688' STEP a SPECIFY MAXIMUM SHIM SPACING. z' a0ao 1. REFER TO THE GENERAL NOTES ON SHEET 1. ALL CUPS AND ANGLES ARE TO FIT STP USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 0 . . ',• -,.,yam 1 OF 10 FOR BUILDING CODE COMPLIANCE. o ✓ •��` �. IN S DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED x SNUG INTO TUBE MULLIONS. IN STEP I ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. w ° t%03•; 6063-T6 INTO TUBE MULLIONS. SEE OPTIONALT5 EP 6 ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION I---zAo9---I ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. t 4 L] TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS wcn Width(w)_MULL SPAN IX2 IX3 I' IX4'I 2X4 2XS LL_SPAN X 2 Width fw) LL SPAN 0 _IX 3 IX4 2X4 2X6 IX2 IX3 IX4 T2 X' X2 _MU _nL_ L- - 18 125.0 -r25-0 'iF:?'-725-0 -125.0 18 28.3 81.5 125.0 125.0 125.0 18 19.3 42.1 61.5 25.0 24 125.0 125,0 125.0 125.0 125.0 24 21.2 61.1 133.2 125.0 -12-50 24 - 31.5 45.4 1 126.2 123.0 125.0 125.0 125.0 30 17.0 48,9 106.5 125.0 125,0 30 25.2 36.3 100.9 36 102.5 125.0 1 125.0 )1 125.0 125.0 36 - 40.7 88.8 127.8 125.0 36 21.0 30.3 84.1 r I r4 87.9 125.0 -125--0 125.0 34.9 76.1 109.5 125,0 42 18.0 42 25.9 72.1 48 76.9 125.0 125.0 125.0 125.0 43 74-114" 30.6 66.6 95.8 125.0 48 120" 15.8 22.7 63.1 mit 6468.3 137.6 125.0 1 12&0, 1 125.0 54 272 59.2 1 85.2 125.0 64 - 20.2 56.1 so 61.5 123.9 125.0 1 125.0 1 125.0 60 24.4 53.3 76.7 144.2 -60- 18.2 50.5 66 55.9 112.6 125.0 125.0 125.0 66 22.2 48A 69.7 131.1 66 16.5 45.9 72 51.3 103.2 125.0 125.0 125.0 72 120.2 72 15.1 42.1 0 w X 78 47.3 95.3 125.0 125.0 125.0 78 18.8 41.0 59.0 110,9 78 38.8 18 89.3 125.0 125.0 125.0 125.0 18 56.3 122..6. 125.0 125.0 18 31.6 45.5 126.4 cn 24 67.0 125.0 125.0 125.0 125.0 24 42.2 92.0 132.4 125.0 24 23.7 34A 94.8 2 ril 30 53.6 142.3 125.0 125.0 125.0 1 30 33.8 1 73,6 105.9 125.0 30 19.0 27.3 75.8 j W al 36 44.6 118.6 125.0 125.0 125.0 36 28.1 1 61.3 88.3' 125.0 36 15.8 22.7 63.2 42 38.3 101.7 125.0 125.0 125.0 42 24.1 52.6 75.7 125.0 42 - 19.5 54.2 U ul 48 60-6/81, 33.5 89.0 145.4 125.0 125.0 48 84" 21.1 46.0 66.2 140.8 48 132" E,17.1 47.4 ::5 z -?2 18.8 40.9- 58.8 125.2 64 15.2 42�1 Z n 64 29.8 79.1 129.2 �25.0 5.0 64 z 16.9 35�8 53.0 112.7 60 37.9 t� 0 60 26.8 1 71.2 116.3 125.0 125.0 60 Q, 1 66 24.4 64.7 105.7 125.0 125.0 66 153 33.4 48.1 102.4 66 34.5 =< �3 7'-V) --I 72 22.3 59.3 96A 139.6 1 125.0 72 - 30.7 44.1 93,9 72 31.6 < 70 20.6 1 54.7 99.5 128.8 1. 125.0 78 1 - 28.3 40.7 86.7 78 29.2 18 62.6 125.0 125.0 M.0 125.0 18 37.7 82.1 118.3 125.0 18 24.3 35.0 97.4 Go - 28.3 61.6 88.7 125.0 24 18.3 26.3 73.0 E- 24 46.9 135.1 125.0 125.0 125.0 24 �t p 30 37.5 108.1 125.0 125.0 125.0 30 22,6 49.3 71.0 125.0 30 - 21.0 58.4 C4 36 31.3 90.1 125.0 125.0 125.0 36 18.8 41.1 59d 143.8 36 17.5 48.7 42 26.8 77.2 131.1 125.0 125.0 42 16.2 35.2 50.7 123.2 42 15.0 41.7 48 57" 23.5 67.5 114.7 125.0 125.0 48 96..' 30.8 44.3 107.8 48 144" - 36.5 Z64 20.9 60.0 101.9 146.8 125.0 54 27.4 39.4 95.8 64 325 Z 13 60 18.8 54.0 91-7 1 132.1 125.0 60 24.6 35.5 86.3 60 29.2 66 17.1 49.1 83.4 120.1 125.0 615 22.4 32.3 78.4 66 26.6 72 15.6 45.0 76.5 110.1 125.0 72 20.5 29.6 71.9 72 24.3 78 1 - 411.6 70.6 101.6 125.0 78 19.0 27.3 66.3 78 18 46.3 133.4 125.0 125.0 125.0 18 26.5 57.7 83.1 125.0 18 31.0 BEA 24 34.8 100.0 125.0 125.0 125.0 24 19.9 43.3 62.3 125.0 24 23.3 64.6 30 27.8 80.0 125.0 125.0 125.0 1 30 15.9 34.6 49.8 136.3 30 18.6 51.7 36 23.2 66.7 125.2 125.0 125.0 36 28.8 41.5 113.6 36 15.5 43.1 42 19.9 57.2 107.3 1 125.0 125.0 42 24.7 35.6 97.4 42 - 36.9 48 6r 17.4 50.0 93.9 135.1 125.0 48 108" 21.6 31.1 85.2 48 ISO" 32.3 64 15.4 44.5 83.4 120.1 125.0 54 19.2 27.7 75.7 54 28.7 g 2 - 75.1 -TiK-- 17.3 24.9 68.1 so :,z 40.0 lom o 60 25.8 '-j a- �o 60 --i3-5 66 �4 68.3 98.3 .1250 66 15.7 2Z7 62.0 66 - 78 .3 W 72E 3 62.6 901 1250 72 568 7221.5 Tq-.9 O� 30.8 -T7-8 78 11 .2 -lzf� 7 1 r H ORIZON MULLION TYPICAL MULLION ARRANGEMENT VERTICAL 11 PROD 3: A, � 6G �7 2E 78 MULLION ARCHES TO BE INSCRIBEDus IL a .iii INSIDE RECTANGULAR SHAPE 0 ZZ GLAZING GLAZING 7 Q NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED pgoDuCT REVISED 0; PRODUCT PRODUCT =y In 3: VERTICALLY OR HORIZONTALLY. wAhWg PRODUCT PRODUCT odl thoFlotida M In 'p GLAZING GLAZING (INTERPOLATION BETWEEN WIDTHS ALLOWED) 'A' r ll 11"srtGan Date13 'o 4c WI + W2 wl W2 MULLION SPAN 2 i 1.690 T� ,t 25 1.000 .062J •68B 312 1.000 Lsoo y .156 7YP. rT,P,.L Ad- 62 .125 •688 p 0O p.125 O Z •'I m y r44.000 .IS 1.732 InU z.0002 X 4 4.0003.625 3 00 .000 3.062 3.000 2.688 STD. TUBE 3 4 y a MULLION WINDOW FRAME Z} y V---4.500 J Z C7+ 2X MULLION CLIP �I II{� 1I -I.ODO-•� atlo a a o o 6063-T6 L26 1.06 •156I L062� 1X31.188ONOTCH 'L'� 6.000 EFF--- 1 X 4 FFF------ . 1 X 3 2 0'L' OPTIONAL 1 X 4 STD. TUBE MULLION 1 X 3 6063-T6 CUSTOM MULLION z CUSTOM MULLION Rl W w 3 6063-T6. CU TO MU ION 6063-T6 V � a 6063-T6 6063 •4 4 4 Ixx: 2.168 in' Ixz: 2.218 in! E- 4.709 z Ix 4.709 In. Ixx: 4.709 in. I 2.168 in. 3 3 in 3 Sxx: 1.445 in. Sxx: 1.479 in3 z V � r-- z Sxx: 2.355 in. Sxx: 2.355 in. Sxx: 1.445 , o 2.000 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) ®f1 j `L w x' O Ol i a STANDARD TUBULAF2 SHAPES r7 $ TYP.WALL= .125'ALL 2.000 p (n O „a co ALLOY= 6063-T6 �1.SB0 I r-' a d U .750 fid' W II GLAZING PRODUCT F U U s 2.000 2 1.000 --{I k ki 2.250 .125 1.625 I 6 2.000 Q 4.000 M 6.000 121 S.M.S. S$ ®12.O.C. 4.000 .F125. 4.500 1X MULLION CLIP 3.000 4.000 3.625op'AY 6063-T6 MULLIONS CONTAININ 'L•� "L"� TYPIC7SIZES UCTS caxs.a e j NOTCH m o \ OPTIONAL C HORRTICAL PRODUCC REVISED r m 4 Y W cornp1yir g with the Florida �' \ N N SEE WINVAL FOR 2 X 6 2 X 4 Buildieg Cede m a s ► m FASTCING . TUBE MULLION ExxmTim Acceptmw Ole t&05 ULSTDq� � m c o ry m o m w STD. TUBE MLION ?DZ i m ® a Dx e 3 . z 6063-T6 6063-T6 � c c m f Ixx:19.648 in4 Ixx: 7.649 in My ad e t zE? $ $ CLIP LENGTH Sxx: 6.549 in3 Sxx: 3.825 ir3 m Li o vi § •� L' RECTANGULAR ALUMINUM TUBE MULL S Ti INSTRUCTIONS: USING MULLION PROPERTIES ONLY MULL "L" 'tT;tlurtrip�r USE CHARTS AND GRAPHS AS FOLLOWS. 't/j �Ap9 1 X 2 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT aa�°�5•.•"' "' Z�t4� STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. MIAMI-DA me 1 X 3 2.688' STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY AND CAPPROVED AN BE E IMPACT AND NOND WITH ALL -IMPACT PRO DUCTS. N d p NOTCH 1 X 4 3.688' REQUIREMENTS. O+yM C4 • A Z+. OPTIONAL STEP USE CONNECTION TO MULLION AS PER PRODUCT rrrm.ct {L:4�� 2 X 4 3.688' APPROVAL. NOTES:. .t25 MIN. 2 X 6 5.688' SSP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET qQu•` Qom' a v 2.000 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. ciri'. f°'•• µ'=1 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR , FT. SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. HORIZONTALLY, m ���� ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS d � '('Y' I 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION 2.000--I ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. a f] i ' I STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS rn W idth w MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 6 Width w MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 6 Width w MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 6 o 18 125.0 125.0 125.0 125.0 18 125.0 125.0 125.0 125.0 18 44.0 95.7 .125.0 125.0 o z 125.0 125.0 125.0 125.0 24 139.5 125.0 125.0 125:0 24 33.0 71.8 116.6 125.0 0 o a 30 125.0 125.0 125.0 125.0 30 111.6 125.0 125.0 125.0 30 26.4 57.4 93.2 125.0 O y a 36 125.0 125.0 125.0 125.0 36 93.0 125.0 125.0 125.0 36 22.0 47.8 77.7 125.0 M e y. w 42 125.0 125.0 125.0 125.0 42 79.7 125.0 125.0 125.0 42 78.9 41.0 66.6 125.0 w a t'+ V 48 38-318' 125.0 125.0 125.0 125.0 48 74-114" 69.7 125.0 125.0 125.0 48 120" 16.5 35.9 58.3 149.7 N 2 z 54 5.0 125.0 125.0 125.0 54 62.0 134.6 125.0 125.0 54 - 31.9 51.8 133.1 v < a 60 12. 125.0 125.0 125.0 60 55.8 121.2 125.0 125.0 60 28.7 46.6 119 Z r h 66 125.0 25.0 125.0 125.0 66 50.7 110.1 125.0 125.0 66 26.1 42.4 8.9 ^w o c z a 72 125.0 1 125.0 125.0 72 46.5 101.0 125.0 125.0 72 23.9 38.9 99.8 v o 78 125.0 125.0 125.0 125.0 78 42.9 93.2 125.0 125.0 76 22.1 3 . 92.1 m s a J o I 18 125.0 125.0 0 125.0 18 128.4 125.0 125.0 125.0 18 33.1 71.9 116.8 125.0 ! 24 125.0 125.0 125.0 125.0 24 96.3 125.0 125.0 125.0 24 24.8 53. 87.6 125.0 , n 2 � �i 30 125.0 125.0 125.0 .0 30 77.1 125.0 125.0 125.0 30 19.9 .1 70.1 125.0 j W n 36 125.0 125.0 125.0 125. 36 64.2 139.5 125.0 125.0 36' 16.5 35.9 58.4 125.0 y : z 42 125.0 125.0 125.0 125.0 42 55.0 119.5 125.0 125.0 42 30.8 50.0 128.5 F' 0 E 48 50-518" 125.0 125.0 125.0 125.0 84" 48.2 104.6 125.0 125.0 48 132" 27.0 43.8 112.5 w 64 125.0 125.0 125.0 125.0 64 42.8 93.0 125.0 125.0, 64 24.0 38.9 100.0 z 60 125.0 125.0 125.0 125.0. 60 38.5 83.7 135.9 125.0 60 21.6 35.0 9D.0 ®~ o z 66 147.7 125.0 125.0 125.0 66 35.0 76.1 12$.6 125.0.. 66' 19.6' 31.8 61.8 72 135.3 125.0 125.0 125.0 72 32.1 69.7 . 113.3 125.0. 72 18.0 29.2 75.0 r�'t Q 78 124.9 125.0 125.0 125.0 78 .6 64.4 104.6 125.0. 78 16.6• 26.9 69.2 l8 W 18 125.0 125.0 125.0 125.0 18 86. 125.0. 125.0 125.0 8 25.5 55.4 89.9 125.0 24 125.0 125.0 125.0 125.0 24 64.540.1 125.0 125.0 24 19.1 41.5' 67.5 125.0 (a F E 30 125.0 125.0 125.0 125.0 30 51.6 11 125.0 125. 30 15.3 33.2 54.0 138.6 o 36 125.0. 125.0 125.0 125.0 36 43.0 93.4 125.0 0-0 , 36 27.7 45.0 115.5 ] 2 a 42 125.0 125.0 125.0 125.0 42 36.9 80.1 1 125.0 42 23.7 38.5 99.0 1 48 57" 125.0 125.0 125.0 125.0 48 96" 32.3 70.1 11 125.0: 48 144" 20.8 33.7 86.6 z f 54 137.0 125.0 125.0 125.0 64 28.7 62.3 01.2 0-'. 64 - 18.5 30.0 77.0 Z a 60 123.3 125.0 125.0 125.0 60 25.8 56.1 91.1 125.0 60 16.6 27.0 69.3 $ 66 112.1 125.0 125.0 125.0 66 23.5 .0 82.8 125.0 66 15.1 24.5 63.0 q -- 72 102.8 125.0 125.0 125.0 72 21.5 45.7' 75.9 125.0 - 22.5 .57.8 N ti R g a� 78 94.6 125.0 125.0 125.0 78 19 43.1 70.0 125.0 78 20.8 53.3 p � 18 125.0 125.0 125.0 125.0 18 0.4 131.2 125.0 125.0 18 22 W6 49.0 79.6 125.0 ' 24 125.0 125.0 125.0 125.0 24 45.3 98.4 125.0 125.0 24 16.9 36.7 59.7 125.0 30 125.0 125.0 125.0 125.0 30 36.3 78.7 127.9 125.0 30 29.4 47.7 122.6 o E 36 125.0 125.0 125.0 125.0 36 30.2 65.6 106.6 125.0 36 24.5 39.8 1022 42 130.5 125.0 125.0 125.0 42 25.9 56.2 91.4 125.0 42 21.0 34.1 87.6 \ a $ e 48 63" 114.2 125.0 125.0 125.0 48 106" 22.7 49.2 79.9 125.0 48 1S0" .4 29.8 76.6 54 101.5 125.0 125.0 125.0 20.1 43.7 71.1 125.0 54 16. 26.5 68.1 _ a z z m 60 91.3 125.0 125.0 125.0 60 PS 8.139.4 64.0 125.0 60 - 3.9 61.3 ° - o66 83.0 125.0 125.0 125. 66 .5 35.8 58.1 147.0 66 21. 55.7 EEu u72 76.1 142.4 125.0 .0 72 5.1 32.8 53.3 134.8 72 19.9 51.1 78 70.2 131.4 125.0 125.0 78 30.3 49.2 124.4 78 18.4 HORIZONTAL MULLION ,,�p\Nttlf/�Z I s%'cIAZINc TYPICAL MULLION ARRANGEMENTS VERTICAL PRODUCT MULLION ARCHES TO BE INSCRIBED ���Q • LL V'.�4G z INSIDE RECTANGULAR SHAPE y Qj ;o GLAZING G INC 0¢ NOTEyUy N O C PRODUCT ODUCT MULLIONS RATED IN THESE CHARTS MAY BE ORIENTEDPFODUCPD N ith th 3 VERTICALLY OR HORIZONTALLY. asc°mplying wllhtheFl°rida GLAZING GLAZING INTERPOLATION BETWEEN WIDTHS ALLOWED D°itding Codece o y PRODUCT PRODUCT ( � - I AcaplmA10 I8- � F 4 w Q•• �, .� E-Pimtioc Date ` m �i� ••.. • Ol `..� • ► I wt w2 WIDTH (W) wt + w2 By a ortnt••�. ►1�, m MULLION SPAN I 2 Mle. wk P: t Ed MIN. EDGE DIST. 5/16•TAPCONS 5/16•TAPCONS 1 7 4" MIN. 2-3/16" CONCRETE OR / I-1/2'MIN.WOOD PENETRATION 1-1/2-MIN.WOOD PENETRATION H • - EDGE DIST. 2 PER CLIP(1 ON EACH WING) I PER ANGLE 4" OLL�CK C 5INTO TAPCONS SONRY 5INTO TAPCONS o rn 1-3/4"MIN. EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY 3/4' 4 PER CLIP(2 ON EACH WING) 2 PER ANGLE ao F MIN. n m y z a `a y N 1 '� \Z 1 1 1 •. e7 N O W O O n Z Z b �o a v y II II II II Z> En II N II II i__ii ii ii z x z x l 2 7 16" o o Z Z Z --------- j' 'j 1X FLOATING CLIP I I I I ALUM ANGLER X M.N. II II 11 11 r0 f IL-JI II II .w3 G w00D RUL% i i IJ U -------- 1 8Y (i-i) I I I I 2%2 X i/B' j C _-_-- I WOOD BUCK I 1 llx FLOATING CLIP I I II ALUM ANGLE 1 I I 1 I I I I I I I' LI \ Z r I 1 I I I I I I W 4 i I I I I V F ...7 - e E. 3/a" MIN. ANCHORS TYPE 'D' (INTO BLOCK) U F d EDGE DIST. 5/16•TAPCONS 1-1/2•MIN.W000 PENETRATION /y V rpt z I PER ANLL ANCHORS TYPE 'G' (INTO CONCRETE) - - 4 ANCHORS THRU 1X BUCK Q m A ALL CLIPS AND ANGLES TO RT SNUG INTO CONCRETE OR BLOCK ¢ E � N INTO TUBE MULLIONS. 1".4" & 2"x4" MULL q TAPCONS MAY BE HEX OR FLAT HEAD. W MIN. EDGE DIST. (a a I I II n 2-3/16• CONCRETE OR hU) j U x 1 I 11 I j 4" HOLLOW BLO K 5/16'TAPCONS 5/16'TAPCONS ✓ Z 6 1 I II II 1-3/4'MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY Q j 1 2 BY jj II 2%2 X 1/8• 2 PER CLIP(1 ON EACH WING) 1 PER ANGCE F----------I WOOD BUCK 11 11 ALUM ANGLE _ c 1 I jJ u \Z •I I �Z I H �a , ALL CLIPS AND ANGLES TO FIT SNUG i ALTERNATE INTO TUBE MULLIONS. N r R o ud ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. �- I I I I ; m <ao ANCHORS TYPE 'A' 41 I1 11 a i w w a 2 ANCHORS INTO WOOD ii ii i� ii V II 11 II II L N , L N u i Imo• IL_JI I11 is I II 2 X 2 X 1/ I --------- WOOD BUCK j' 'j Ix FLOATING CUP •' °i mLL II II ALUM ANGLE N p i 5/I6'TAPCONS 5/16•TAPCONS N I I I I u u 1 1/4" MIN. 1-1/2"NLN.WOOD PENETRATION 1_1/2'MIN.WOOD PENETRATION I I I I I I c m u m m E GE DI T. 4 PER CUP(2 ON EACH WING) 2 PER ANGLE I I 1 I 1 I L - Z 2E 'Z c C o E E N N ANCHORS TYPE 'C' (INTO BLOCK) a m o W g \Z Z a �? ANCHORS TYPE TYPE 'F(INTO CONCRETE)CONCRETE) -f •'1. INTO CONCRETE 2 ANCHORS RORI BLOCK K C 1 1/4" MI II 11 II II ry an `N�N Q IL__JI '.II II II 2% 2% 1/B' I 1 N ------------- j' l FLOATING CLIP 11 it ALUM ANGLE I 1 •`• :[f Ir: . 11 2 BY 1 1 u u 1 1 - \ I I 1 1 I I 1 1 PRODUCI•REVISPD WOOD BULK V :CJA I 1 1 1 I 1 I 1 as complyfrg svilh the Flonda i ." • a 1 1 Building Code I I Attxpinnea loo IS FQ"•.,• <(r�� C. •ra1(a IY.Kc •�[`� m�'•i/Y•� ••. 'St iy. I ANCHORS TYPE 'B' ALTERNATEBy a rE�L2;it. 4 ANCHORS INTO WOOD �c w ANCHOR LOCATION Miami ude Pr ct O I i 5/16'TAPCONS MIN. EDGE DIST. t-3/°"MIN.EMBED INTO MASONRY MIN. EDGE DIST. 2 PER CLIP(1 ON EACH WING) 5/16'TAPCONS 2-3/ TE OR 5/16'TAPCONS 5/16'TAPCONS C N 2-3 OR 1-3/4-MIN.,EMBED INTO MASONRY 1-3/4'MIN.EMBED INTOEZ�Z 1-3/4'MIN.EMBED INTO MASONRY 4' OLLOW BL CKO Q r4 4' HOLLOW BLO K 3 1 4" / 1 PER ANGLE � 4 PER CLIP(2 ON 2 PER ANGLE �� 0 e,MIN. 3 4 ra°0 y Z MJN. - n J KZ0W II 'II hall II II hall ZJZ C Z -4 II II II II II II II II �� Z o x li II CONCRETE OR II 11 X II 11 CONCRETE OR II it m d .] O < IL_JI CEMENT BLOCK II 11 < IL-JI CEMENT BLOCK II II CONCRETE OR - 11 11 2 x 2 x 1/B' 2%2 X 1/B' --------- -------- CEMENT BLOCK I I I I I I ALUM ANGLE 1 -- I I 11 11 ALUM ANGLE im N I 1 1 I FLOATING CLIPLJ U N 1 FLOATING CLIP I I U U �+ I 1 I I I I I I I I I I I \ Cx7 z I I I I I 1 2 7/16 I I I I I 1 I 1 I m O I I 1 MIN. I C E- F F 3 1/4" V ti MULL MIN. °a MULL z o r4 ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'D' (INTO' BLOCK) ¢ F �W x 1 ANCHORS TYPE 'E' (INTO CONCRETE) ANCHORS TYPE 'G' (INTO CONCRETE) j i 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK u i 1"x4" & 2"x4" MULL U] x ---------- ALTERNATE MULL I I ANCHOR LOCATION MULL 1 I 1 1 1 I I I v �r---------- ¢ FLOATING CDP I� 1 11 I N CONCRETE OR I 1Ag I CEMENT BLOCK IF-TI a II 1 II II M c C< d 1 II II I. o c j L.,---- 11 I I y s w a g •�. �I • • ta. f. • I ... • I ry E2 m r'1 5/16'TAPCGNS Z 1-3/4'MIN.EMBED . • I I' I'1 I , I.•. • - y ; Z Z m INTO MASONRY a 2 0 e 2 PER CUP 3 z z o E J (1 ON EACH WING) 5/16'TAPCONS I i TTI-1-1 d12 SMS 1-3/4'MIN.EMBED INTO MASONRY w 1 I I I 2 PER ANGLE 4 PER CUP(2 ON EACH WING) 'L I 1 II II II � ,,•••••••,,,ti�'CI 1 1 11 1 l I I ALL CLIPS AND ANGLES TO FIT SNUG ti O O? 1 1 11 II 11 INTO TUBE MULLIONS. oy •� a TAPCONS MAY BE HEX OR FIAT HEAD. # •' g < 0:O • •• •) ICODUCT REVISED •!: as Complying With Ula Florida . `4_ `*'• I •I CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED Uuilding Cade n z 1 1 WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR ACaPtan-Nod • 1 WATER-WHITE METHACRYLATE LACQUER. E 1t0° a •qq WI fit 5/I6' TAP t- J/4'MIN.EMBED ey INTO MASONRY- 1 PER ANGLE ivL0m1 `1 A MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16" CONCRETE OR 2-3/16" CONCRETE OR 4" HOLLOW BLO K 3-3/4" 5/16'TAPCONS 4' HOLLOW BLO K 3-3/4" 5/16•TAPCONS / 1-3/4"MIN.EMBED INTO MASONRY 1-3/4"MIN.EMBED INTO MASONRY MIN. MIN. a PER CUP(2 ON EACH WING) � N 4 PER CLIP(2 ON EACH WING) C E- \Z I I \Z Moo h 2 n • I• .. • I CLIP LENGTH .. T 1 n y<on V < ry .L ! 1• MULL "L" m o 2 m 2 X 4 3.688' 3 1i h a2 X 6 5.688' i ii ?�Z o z �d y no c. O o ! 1 2X6 MULL 5/16-TAPCONS N + WOOD BUCK + = 2%6 M 1-3/4"MIN.EMBED INTO MASONRY \ ! 1 5/16"TAPCONS a0 M ! 1 4 PER CUP(2 ON EACH WING) .! 1 Z I II 1 1-3/4•MIN.EMBED INTO MASONRY ` 4 PER CLIP(2 ON EACH WING) 1 3/4" j p II1 III r a ---------------_____________ 1 3/4 MIN. < E- B I I MIN. U -� 3/4" i F v z a _ 2%6 M rz y CLIP LENGTH 2X6 MULL w C ¢ E- cf) 2X6 MULL H W q i ----------- MULL "L" j v \Z \Z I � .,.• - 2 X 6 i 3-3/4" _ Y3a MIN. • I. o o � ANCHORS TYPE 'E' (INTO BLOCK) W W 5 11/16" ALL CLIPS AND ANGLES T0. FIT SNUG AN RS TYPE 'H' INTO CONCRETE wood BUCK INTO TUBE MULLIONS. 7BY ANCHORS TYPE 'E' (INTO BLOCKS TAPCONS MAY BE HEX OR FLAT HEAD. a 4 ANCHORS THRU 1X BUCK TO CONCRETE OR BLOCK n ANCHORS TYPE 'H' (INTO CONCRETE) CLI OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED c v = a a "6" MULL SHOWN a oa ANCHORS INTO CONCRETE or BLOCK H ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR r H 2"X6" MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. u > n 2 z = m �z° ¢ E E o G¢ w U O "i vL+ c ��elwunrgrQ's �'�,,q4t 843 oB • '�..rA•`.Pi •oo N D.,pP. ' PRODUCTRSVIsPD w complying with the Flurih o BMBQ11Is A tanfR 1`b 18• 0 = Eirc tio Late •, By Product Cu E- Q MIN. EDGE DIST. 5/16'TAPCONS 2-3/16" CONCRETE OR 1_3/4'MIN.EMBED INTO MASONRY 3-3/4- CLIP LENGTH y 4" HOLLOW K 4 TOTAL(2 ON EAL MIN. o MULL "L" a 1 X 2 1.668' e e p o to , z z — z 3 nIo ,� o 1 X 2.688' � 1 X 4 3.688' y o o o o m o .� p m 2 X 4 3.668' m z z 0 M, 2 m I I I l 1 n C c0 i 2 X 6 5.688' 3 0 2 3 y t 2 -7/16" I I I I I 1. ALL CLIPS AND ANGLES ARE TO FIT Z c o a MIN. t 2.4 0.2.6 Mull I I I p o I I I I 2 X 2 X 1/4' SNUG INTO TUBE MULLIONS. o 0 2 _ LJ LJ ALUM ANGLE 2. WHERE ANGLES ARE NOT FIT SNUG m a a o I I I I INTO TUBE MULLIONS. SEE OPTIONAL ) -a a I 1 I I ANCHOR DETAIL AT SHEET 9 OF 10. j o I 1 Z ® 14 S.u.s. , CQ E- CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/CHANNEL TUBE MULLION WITH ALKALI-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR ¢ E- E WATER-WHITE METHACRYLATE LACQUER. U F E- a e .. MIN. EDGE DIST. ------- ---=---- ® rri 2-3/16" CONCRETE OR - p o j 4• HOLLOW BLO K 012 F.H.S.M.S. (l�,y� d E.. Ir- -�I 2/SIDE W C I 1/8"THICK ALUM CHANNEL I ~�yy C .i LENGTH INTO FIT SNUG W +1 U - INTO NULUON TUBE MULLION N V a E TUBES MAY BE NOTCHED (n j I raj� AS SHOWN TO ALLOW INSTALLATION , U OF CLIP ANGLE LOCATION OF SCREWS CONNECTING _ CAULK JOINT AFTER ASSEMBLY Q a ANGLES TO TUBES WHERE ANGLES (N y X 014 FH SMS Fa ARE NOT FIT SNUG INTO TUBE 2 PER CLIP "99 MULLIONS. M ACCESS HOLE --I-1/2'O.C.MN. � ~ e 1 ) Q e n o 3" i 4 5/16-TAPCONS 014 SNS ' o o 1-3/4'MIN.EMBED INTO MASONRY 4 PER ANGLE I 2 PER ANGLE I I I x O j I I I S d m m I 2 X 2 X 1/8' THIS SCREW CAN BE I 1 ~ ✓ N ' ALUM ANGLE I 12 FH SNS I I ° O INSTALLED IN EITHER I 0 I c DIRECTION a j q� I I 2 PER CUP I - C m w I 1 1'O.C.MIN. o —1 4 dZ K o 1-3/4'X 2'X 1/B'(FOR 2BY TUBE) a m " ' �' " Z 3/4'X 2"X 1/8-FOR(1BY TUBE) c Nl ALUM ANGLE I%1 CUT TO FIT SNUG INSIDE TUBE >; t'Ti:T -- ANCHORS TYPE " METAL TO METAL CONNECTION F�VNN,.•(• ': "1'(;--•1 - USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION H gi.vt.•, '' ^+ `^ice PRODUCT REVISED azC' •�' `�;;�.c+! wroth.Florida Sr�4i d,•,�f. .� -'`•^' 3-3/4" ALL CLIPS AND ANGLES TO FIT SNUG ;complying ����:, ,• r,-�:q ;.11 MIN. Dodding Code' o.e.. 1•,_' INTO TUBE MULLIONS. Acceplua Nola' 1 3/4" OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. Expiratloa lYatc MIN. aY d ANCHORS INTO CONCRETE OR CEMENT BLOCK MiAm' bdeproduct Go p ANCHOR TYPES F ANCHOR TYPES ANCHOR TYPES 4VIdth MULL SPAN A 8 C D I E F G H I 1 I IWdth(WIMULLSPANIA B I C D E F I O H I Width MULLSPPN A 1 13 1 C D I E I F I G I H I y 18 125.00 125.00 125.00 D 125.00 12500 125.00 16 90.72 175.00 125.00 12500 125.00 125.00 125.00 125.00 125.00 18 56.13 11227 129.07 125.00 125.00 144.27 125.00 125.00 125.00 C 24 131.65 125.00 12500 125.00 12500 125.00 12500 12500 125.00 24 68.01 136.00 125.00 12500 125.00 12500 125.00 12560 125.00 24 42.10 84.20 96.80 145.60 125.00 108.20 125.00 125.00 115.70 0 105.32 1 125.00 125.00 125.00 125.00 12500 30 54.43 108.88 125.16 125.00 12500 13989 12500 125.00 149.59 30 33.68 67.36 77.44 116.48 125.00 86.56 130.24 125.00 9256 4i 36 87.77 125.00 125.00 125.00 125.0 125.00 125.00 125.00 125.00 36 45.38 90.72 104.30 125.00 125.00 116.58 125.00 12500 124.66fl42 79.07 56.13 84.53 9707 rn 129.00 7213 10653 14420 7713 n m H W 42 7523 1 125.00 12500 1 .0 125.00 12500 125.00 42 38.88 77.76 89.40 134.46 12500 99.92 125.00 12500 10685 24.06 48.11 55.31 8320 110.57 61.83 9303 123.60 66.11 '^ 048 38318 6582 13165 12500 12500 12500 12500 12500 12500 12500 48 74114 34.02 6804 7672 117.65 125.00 87.43 13156 125.00 9349 120 21.05 4210 48.40 7280 96.75 54.10 81.40 108.15 57.85Vo 54 58.51 117.02 134.53 12500 125.00 12500 125.00 12500 12500 54 30.24 60.48 69.9 104.58 138.99 77.72 118.94 1800 83.11 18.71- 37.42 43.02 64.71 84100 48.09 7236 9&13 51.4260 52.66 105.32 121.08 125.00 12500 125013 12500 12500 144.72 60 2722 54.43 6258 94.13 125.09 69.95 10524 139.83 74.80 16.84 33.68 3872 5624 T740 4328 6412 8652 46.2866 47,87 9574 110.07 125.00 125.00 125.00 12500 125.00 131.58 66 24.74 49.48 56.69 8557 113.72 9.59 9568 127.12 6600 15.31 30.62 3520 5295 7036 39.35 59.20 78.65 420772 43.88 8777 100.90 12500 12500 12500 12500 12500 120.60 72 ZL68 45.36 5215 78.44 104.24 5629 67.70 1169 6233 1403 8.07 3227 469 6450 3607 5427 7210 3857 z 1- 78 40.51 81.01 93.14 140.09 125.00 104.11 12500 12500 111.32 78 20.94 41.87 48.14 7240 96.22 5381 80.96 107.56 57.54 12.95 2591 29.78 44.80 59.54 33.29 50.09 68.55 35.60 o p Z 2 O z 18 133.05 125.00 125.00 12500 125.00 125.00 125.00 12500 12500 18 50.19 125.00 125.00 125.00 125.00 12500 125.00 125.00 12500 18 1 51.03 10206 117.33 125.00 125.00 131.15 125.00 125.00 140.24 21 99.79 125.00 125.00 125.00 12500 12500 125.00 12500 125.00 24 60.14 120.29 13829 12500 12500 125.00 125.00 125.00 125.00 24 3827 76.55 88.00 13236 125.00 98.36 148.00 125.00 10518 •� U) 1 30 79.83 125.00 125.00 125.00 125.60 125.00 12500 12500 125.00 30 48.11 9623 110.9 12500 125.00 12366 125.00 12500 13273 30 30.62 6124 70.40 105.89 140.73 78.69 11640 12500 84.15 j G 36 66.9 133.08 12500 125.00 12500 125.00 12500 12500 12500 36 40.10 80.19 9219 138.67 12500 103.05 1250012500 11619 36 25.52 51.03 1 9.67 88.24 117.27 65.58 98.67 131.09 70.12 Z 1 42 57.02 114.05 131.12 125.00 125.00 14658 17500 12500 125.00 42 34.37 68.73 7902 118.86 12500 88.33 13290 125.00 94.45 42 21.87 43.74 8.8 7564 100.52 56.21 84.57 11236 6010 m v 48 50518 49.90 99.79 114.73 125.00 12500 128.24 12500 12500 137.13 48 84 30.07 60.14 69.14 104.00 138.21 7729 11629 125.00 8264 48 132 19.14 38.27 44.00 66.18 87.95 4918 74.00 9632 5259 64 44.35 88.70 101.98 125.00 125.00 113.99 12500 125.00 121.89 54 26.73 9.46 61.4617'�4 288 68.70 10337 137.33 7346 54 17.01 34.02 39.11 5683 76.18 43.72 6578 00.69 46.75 613 39.92 79.83 91.78 138.05 12500 10259 125.00 125.00 109.70 60 24.06 48.11 55.31' 10.57 61.83 90.03 12360 6611 60 15.31 30.62 35.20 5295 70.36 39.35 59.20 78.65 4207 Uy F .. W 66 3529 7258 83.44 125.50 125.00 93.26 140.33 12500 99.73 66 21.87 43.74 50.79 .52 5621 84.57 11236 60.10 66 13.92 27.83 3200 48.13 63.97 35.77 53.82 71.50 38.25 Fa 04 x 72 3325 66.9 76.48 115.04 125.00 85.49 128.83 12&00 91.42 .72 20.05 40.10 46AD 214 51.52 77.52 10300 55.10 72 12.76 25.52 29.33 44.12 5664 3279 49.33 65.55 35.05 I..I < Z 06 ? 78 30.71 61.41 70.60 10619 141.13 76.92 118.74 125.00 84.39 78 18.51 37.01 42555.05 47.56 71.55 9&BB 50.86 78 11.78 23.55 27.00 4673 5413 30.27 45.54 60.50 3236 ® m V 18 118.18 125.00 125.00 125.00 12500 12500 125.00 125.00 12500 18 70.17 140.33 125.00500 12&00.12500 125.00 12500 18 46.76 93.58 10. 175.00 125.00 120.22 125.00 125.00 12856 �N 24 86.9 125.00 125.00 125.00 12500 12500 12&00 12500 12500 21 52.63 105.25 121.00 5.00 13525 125.00 125.00 144.63 24 35.08 70.17 00.67 121.33 125.00 90.17 13567 12500 96.42 d o I 3D 70.91 141.81 12500 125-DO 125.00 125013 125.00 125.00 12500 30 42.10 84.27 96.80 500 108.20 12500 125.00 115.70 30 28.07 56.13 64.9 97.07 179.00 7213 10653 144.20 77.13 W C E 36 59.09 118.18 135.86 125.00 12500 125.00 12500 12500 12500 36 35.08 70.17 80.67 121.33 12500 90.17 135.67 125.00 95.42 36 23.39 46.78 9.78 80.89 107.50 60.11 90.44 120.17 64.28 N~N C 42 50.65 10129 114145 125.00 125.00 130.17 125.00 12500 139.19 42 30.07 60.14 69.14 104.00 138.21 77.29 11629 12500 8264 42 2005 .40.10 46.10 69.33 9214 51.52 T7.52 100.00 55.10 W S 4 48 57 44.32 8663 161.69 12500 12&00 113.89 12500 12500 121.79 48 96 25.31 52.63 60.50 91.00 120.94 67.63 101.75 135.19 7231 48 144 17.54 35.08 40.33 60.67 8(163 45.08 6783 90.13 4821 F V z 3 54 69.69 78.78 90.57 13623.125.00 10124 12500 125.00 10826 54 23.39 46.78 9.78 80.89 107.50 60.11 90.44 120.17 64.28 54 15.59 31.19 35.85 5343 71.67 40.07 60.30 80.11 42&5 � so 35.45 70.91 81.52 12261 125.00 91.12 13709 125.00 97.43 60 21.05 42.10 4840 7280 9675 54.10 81.40 108.15 57.85 60 14.03 28.07 3227 469 64.50 36.07 5427 7210 38.57 2 �• 66 3223 64.46 74.11 111.46 148.13 8283 124.63 12500 88.57 66 19.14 3827 1 44.00 66.18 87.95 49.18 7400 9832 5259 66 12.76 25.52 29.33 44.12 5864 3279 49.33 6555 3506 Q U 72 29.54 59.09 6793 10216 135.79 7593 11425 12500 81.19 72 17.54 35.08 40.33 60.67 80.63 4508 67.83 9013 48.21 72 11.69 23.39 28.89 40.44 9.75 30.06 45.22 60.08 3214 � z 78 27.27 54.54 6270 94.32 125.34 70.09 105.46 140.11 74.95 78 16.19. 32.38 37.23 '58.00- 74.42 41.62 .0.62 8319 44.50 78 10.79 21.59 24.82 37.33 49.62 27.74 41.74 5646 29.67 Icy 18 106.92 18.00 12500 1260D 12500 125.00 125.00 12&00 12500 .18 62.37 124.74 143.41 125.00 125.00 12500 125.00 125.00 125.00 18 44.91 89.81 103.25 125.001 125.00 11541 173.65 125.00 12341 g 24 80.19 125.00 125.00 12500 1800 1800 125.00 12&00 1125.00 24 46.78 93.8 107.56 18.00 17500 12D.221125.00 125.00112a55 24 33.68 8736. 77.44 116.46 125.00 86.56 13024 18.00 9256 30 64.15 128.30 147.50 18.00 1800 1800 125.00 125.00 125.00 30 37.42 74.84 86.04 129.42 12500 9618 1144.71 12.500 10284 30 8.94 9.89 61.95 9318 121.84 69.25 104.19 138.43 74.05 N N no o m_ 36 9.46 106.92 12292 1800 1800 137.40 1800 125.00 146.92 36 31.19 62.37 71.70 107.85 14333 80.15 120.59 1800 85.70 36 22.45 44.91 51.63 7765 103.20 57.71 8683 11536 61.71 �r�5� 42 45.82 91-65 105.36 12500 18.00 117.77 18.00 12500 125.93 42 25.73 53.46 61.46 9244 17286 68.70 10337 137.33 7346 42 19.8 38.49 4425 66.58 88.46 4946 74.42 98.88 5289 m a p� 48 63 40.10 80.19 9219 138.67 12500 10305 12500 125.00 110.19 48 106 ..23.39 46.78 53.78 80.89 107.00 60.11 90.44 120.17 64.28 48 150 16.84 33.68 38.72 58.24 77.40 43.28 65.12 8652 4628 4 - m s s u 64 35.64 7128 81.95 123.26 1800 91.60 137.82 12500 97.95 64 20.79 41.58 47.80 71.90 8.56 53.43 8040 106.81 57.14 54 14.97 79.94 34.42 51.77 8880 3847 5788 7691 41.14 °i r "' 60 32.08 64.15 73.75 110.93 147.43 8244 124.64 12500 88.15 60 18.71 37.42 4302 64.71 66.00 48.09 7236 9613 51.42 60 13.47 8.94 33.98 4659 61.92 34.62 410 69.22 37.02 66 29.16 5832 6705 10085 134.03 74.94 11276 14982 80.14 66 17.01 34.02 39.11 5883 7818 4372 6578 87.39 46.75 66 1225 24.49 28.16 4236 56.29 31.48 47.36 6292 33.66 r m 72 20.73 5346 61.46 9244 17286 6870 103.37 137.33 73.45 72 15.59 31.19 3565 5393 71.67 40.07 60.30 8011 4285 72 1123 2245 8.81 38.83 51.60 28.85 43.41 57.68 30.85 0 o 78 24.67 49.35 56.73 6533 113.41 63.41 95.41 126.77 67.81 78 14.39 28.79 33.09 49.78 69.15 3899 55.68 73.95 39.8 78 10.36 20.73 23.83 35.84 47.9 26.63 40.07 6324 28.48 6 t i s a m m m u m ANCHOR/CUP ANCHOR/CLIP o o o z Z HORIZONTAL MULLION xZ uE E o,� _ ANCHOR CLIP NOTES: GLAZING ¢ J a h.1 VERTICAL o PRODUCT 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER Mu1-uoN J TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. O 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE m 5t"*•'..aql GLAZING GLAZING ¢ PRODUCT PRODUCT ¢� GLAZING` GLAZING 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN AZ •;/t�"s„ U PRODUCT PRODUCT sa 3 THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING, m$�:� aLL w aai 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER oz� � N O' y ANCHOR/CU W U m.CT C4 * S Q > ANCHOR/CLIP LOCATIONS AT HEAD, SILL OR JAMB ENDS. ,', O•Z� w 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCPREVISFD ^z`` as.-Plyihhg with Lht Flnridn vagi>�j•.1= �•�r�:: ` = i3uilding Code s c ?E,D ;' I W l A 140 .03 00 2 ARepLAo« 8- J HORIZONSPANMULLIONkoCnaDas 713 Fa �0 #'.Q• a,4 ...,�1 TYPICAL MULLION CLIP ARRANGEMENTS N1 am asde Pwduci a a h i Page 2of21 The following Windows/Doors will be installed by Paradise Exteriors Total number of openings in the home 13 Total number of windows 10 Total number of SOLID Single hinge doors 0 Total number of GLASS Single hinge doors 0 Total number of SLIDING GLASS doors 0 Total number of side lite 0 Total number of skipped openings 12 I agree to windows, doors, side-Lites, skipped openings and opening TOTALS as stated herein: CUSTOM WINDOW SYSTEMS VINYL WINDOW SPECIFICATIONS Quantity 2 Width 110 Opening House Location 1st Floor Height 49 Room Location LlDLO United Inches 159.0Livingroom Frame Color White in/White out Group Size 157 - 174 Grid Option No Grids Frame Extruded Modified Vinyl Privacy Glass See through glass, no Privacy Style Slide Fixed Slide 1/4-1/2-1/4 CWS Vinyl Does this glass need to meet Turtle Code No Series Wind Pact Plus Series 8200 Glass Manufacturer Custom Window systems - Vinyl Insulated Impact =- Low E 366 with Argon Interlayer Type PVB090 Grade High Impact HVHZ Energy rating Energy Star Screen Full screen over operating panels CUSTOM WINDOW SYSTEMS VINYL W114DOW SPECIFICATIONS Quantity Opening Width 35 House Location 1st Floor Height 36 Room Location Garage 1 DLO United Inches _ 71.00 Frame Color White in/White out Group Size 61 - 80 Grid Option No Grids Frame Extruded Modified Vinyl Privacy Glass See through,glass, no Privacy Style Single Hun CWS V Does this glass need to meet Turtle Code No Series WindP�,ct Plus Series 8100 D DoesManufacturer Custom Window systems -Vinyl Glass -Insulated Impact -- Low E 366 with Argon Interlayer Type PVB090 Energy rating Energy Star Grade High Impact HVHZ Screen Full screen over operating panel This space intentional) left blank" p Y LeapToDigitalxom 1.4.17 Page 3of21 CUSTOM WINDOW SYSTEMS VINYL WINDOW SPECIFICATIONS Quantity Opening 4 Width 35 " House Location 1st Floor Height 36 u` Garage 1 DLO United Inches 71.00 Room Location Group Size 61 - 80 �[= Frame Color White in/White out Frame Extruded Modified Vinyl Grid Option No Grids Style Single Hung CWS V Privacy Glass See through glass, no Privacy Does this glass need to meet Turtle Code No Series Wind Pact Plus Series 8100 Glass ` Manufacturer Custom Window systems - Vinyl Insulated Impact -- Low E 366 with Argon Interlayer Type PVB090 Grade High Impact HVHZ Energy rating Energy Star Screen Full screen over operating panel CUSTOM WINDOW SYSTEMS VINYL WINDOW SPECIFIC TA IONS Quantity — 1 Opening Width 36 House-Location 1st Floor Height 37 U DLO United Inches 73.00 Room Location Kitchen Frame Color White in/White out Group Size 63: - 80 Grid Option No Grids Frame Extruded Modified Vinyl Privacy Glass See through glass, no Privacy Style -Single Hung CWS V Does this glass need to meet Turtle Code No Series Wind Pact Plus Series 8100 Glass Manufacturer Custom Window systems ' Vinyl Insulated Impact,-- Low E 3(.G with Argon. Interlayer TypePVB090 Grade High Impact HVHZ Energy rating Energy Star_ Screen Full screen over operating"panel CUSTOM WINDOW SYSTEMS VINYL WINDOW SPECIFICATIONS Quantity 2 Opening 10 Width 36 }✓ House Location 1st Floor Height 37 Room Location Master BE® DLO United Inches - Frame Color White in/White out Group Size 61 - 8000 Grid Option No Grids Frame Extruded Modified Vinyl Style Single Hung CWS V Privacy Glass See through glass, no Privacy Series Wind Pact Plus Series 8100 Does this glass need to meet Turtle Code No Glass Manufacturer Custom Window systems - Vinyl Insulated Impact -- Low E 366 with Argon Interlayer Type PVB090 Energy rating Energy Star Grade High Impact HVHZ Screen Full screen over operating panel This space intentionally left blank Leap7oDigitalxom 1.4.17 Page 4 of 21 - -CUSTOM I W SV. TEMS VINY1e WINDOW SPE IFICATIONS QuantityUi, 1 Opening 9 Width _ 36 House Location 1st Floor Height 37 Master BED DLO United Inches .73.00 Room Location Frame"Color. White in/White out Group Size "� - � Grid Option No Grids Frame Extruded Modified Vinyl Privacy Glass See through•,glass, no Privacy Style Casement series V'JindPact PlusG Series 8400 Does this glass need to meet Turtle Code No Glass Manufacturer 'Custom Window Systems Vinyl Insulated Impact -- Low E 366 with Argon. Interlayer Type PVB090 Grade High Impact HVHZ Energy rating Energy Star Screen Full screen CUSTOM WINDOW SYSTEMS VINYL WINDOW SPECIFICATIONS Quantity Opening �� Width 36 r; House Location 1st Floor Height 37 Room Location BED DLO United Inches 73.00 Frame Color White in/White out Group Size 61 - 80 Grid Option No Grids Frame Extruded Modified Vinyl Privacy Glass See through glass, no Privacy Style Single Hung CWS V Does this glass need to meet Turtle Code No Series WindPact Plus Series 8100 GlassManufacturer Custom Window systems - Vinyl Insulated Impact -- Low E 366 with Argon Interlayer Type PVB090 Grade High Impact HVHZ Energy rating Energy Star Screen Full screen over operating panel CUSTOMWINDOW SYSTEMS V!PlYI_ WINDOW SPECIFICATIONS f Quantity Opening J 12 Width 36 House Location 1st Floor Height 37 f' DLO United Inches 73.00 Room Location BED 6`i - 80 Group Size . Frame Color White in/White out Frame Extruded Modified Vinyl, Grid Option No Grids Privacy Glass See through glass, no Privacy Style Casement ct Plus@ Series 8400 a Does this glass need to meet Turtle Code No Series WindP • - Glass-. Manufacturer Custom Window Systems -,Vinyl n y Insulated.lmpact -- Low E 366 with Argon Interlayer Type PVB090 Grade'. High Impact HVHZ Energy rating Energy Star Screen Full screen This space intentionally left blank LeapToDigitalxom 1.4.17 Page 5of21 CUSTOM WINDOW SYSTEMS VINYL WINDOW SPECIFICATIONS Quantity ' Opening 13 Width 36 ' House Location 1st Floor Height 37 Off ice DLO United Inches 73.00 Room Location Group Size 61 - S® Frame Color White in/White out Frame Extruded Modified Vinyl Grid option No Grids Style Casement Privacy Glass See through glass, no Privacy Series WindPact Plas® Series 8400 Does this glass need to meet Turtle Code No Glass Manufacturer Custom Window Systems - Vinyl Insulated Impact -- Low E 366 with Argon Interlayer Type PVB090 Grade High Impact HVHZ Energy rating Energy Star Screen Full screen SKIPPED OPENING DETAILS I Quantity \ Opening Rough Opening Size House Location 1st Floor Reason for not doing g work: At Customer's request Room Location Foyer ---- -- ----- ---- SKIPPED OPENING DETAILS Quantity \Q Opening 6 Rough Opening Size House Location 1st Floor Reason for not doing work: At Customer's request Room Location billing room SKIPPED OPENING DETAILS Quantity W\Q Opening 7 Rough Opening Size K House Location 1st Floor Reason for'not doing work: At Customer's request Room Location Bath 1 SKIPPED OPENING DETAILS " Quantity 9 v\� Opening 8 Rough Opening Size K House`Location" 1st Floor Reason for not doing work: At.Cu'stomer's request RoomLocation Master Bath 1 v This space intentionally`left,blank 4 S " LeapToDigitalxom 1.4,17