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S O /�/ "} 9P/VB/ 1 Wd'/ 8501 N.W. 90 ST. 'H--ReAsed dote For the FBC-2014 MEDLEY, FLORIDA 33166 :0; N TRIES. ZNc. PH No. (305) 696-8660 _ �t,,,•:`, MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS nm� N.ERAzO 04/27/1 0 azr 10 ALUMINUM TUBE MULLIONS �<< 3: a;.• 42%, °ai' "1CLIP/ANCHORS DESIGN PRESSURE CHARTS AND GENERAL NOTES A20 �3 N.EROB 01 14 ,tvt.ton J.v.t DASed. P,em,ee n'f'x""°'. °�°a°x••""� LAW-ML-1001 � 10 OF 10 x•�w,•� 'ems TE:?J ! f 12/152014 Florida Building Code Online ya w &.iw%.u....,..u.._A .%v ..b:..aa..i�:'S« w..� c.._..t»....... fj�.�e,,R� i z%ta�.•�»4�{ .pR; !J BCIS Home Log in i User Registration Hot Topics Submit Surcharge ' Stats&Facts Publications FBC Staff BCIS Site Map ` Links Search Busiries),,( Professibnal Product Approval USER:Public User R;& �dation PrddUCt Approval Menu>Product Or Anolicatlon Search>Application Lis >Application Detail ?1 h `r Y l FL FL5823-R5 s Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Michael La Fevre mlafevre5l@gmail.com Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@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 Validation Checklist- Hardcopy Received Certificate of Independence FI-5823 R5 COI EvalRep CWS-1558 (SH-8100. imnac df Referenced Standard and Year(of Standard) Standard Year AAM A/W D MA/CSA/101/I.S.2/A440-05 2005 ASTM E 1300-04 2004 ASTM E1886-05 2005 ASTM E1996-06 2006 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https:/tfloridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6jvA9cAQp/o2flkM%3d 1/3 k c � 12/152014 Florida Building Code Online. ELS823 R5 Eouiv SH-8100 Ecuivalencv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/01/2011 Date Validated 12/13/2011 Date Pending FBC Approval 12/20/2011 Date Approved 01/31/2012 Sum ducts FL# Model,NumherorName Description IL 5823.18100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) ...._............_._.._.._..................................................................................................._............................................................__................._....................................................._...._....._.....................................................................................................---._....._.............._........................... ... Limits of Use Installation Instructions Approved for.use in HVHZ:Yes FL5823 R5 II CWS-1558(SH-8100. Impact).pdf Approved for use outside HVHZ:Yes Verified By: Lucas A. Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Large Missile, see installation dwgs. for Max. size X5821 R5 AE DuPont PVB NOA 11-0624 01.pdf and DP, FL5823 R5 AE EvalRep CWS-155B(SII_8100 Impact) odf FL5823 R5 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes 5823.2 SH-8100 Cont, Hd. &Sill SH-8100 Cont. Hd. &Sill (double Single Hung), Impact, 74 1/8"x 63". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R5 II CWS-440A(SH-8100. Impact 74x63. Approved for use outside HVHZ:Yes ContHdSl),Pdf Impact Resistant:Yes Verified By: Lucas A. Turner 58201 Design Pressure: N/A Created by Independent Third Party: Yes Other. Large Missile, DP +67.5/-70.0 psf w/Std. sill, DP+/- Evaluation Reports 70.0 psf w/high rise, Max. size 74 1/8"x 63". Outer lite in FL5823 R5 AE DuPont PVB NOA 11-0624 01.pdf I.G, must be safety glazed when used above 30 ft. in HVHZ. FL5823 RS AE EvalRep CWS-440A(SH-8100. Impact. 74x63. ContHd5l).odf FL5823 R5.AE Mikron NCA 11-0830 09.pdf Created by Independent Third Party: Yes —._.._..........--- 5823.3 SH-8100 Cont. Hd. &Sill SH78100 Cont. Hd. &Sill (double SIngle Hung), Impact, 74 1/8"x 72". .......--......_...._... Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R5 IT CWS-491A(SH-8100. Impact 74x72. Approved for use outside HVHZ:Yes ContHdSQ.ydf Impact Resistant:Yes Verified By: Lucas A. Turner 58201 Design Pressure: +67.5/-67.5 Created by Independent Third Party: Yes Other.Large Missile, DP = +/-67.5 psf, Max. size 74 1/8"x Evaluation Reports 72". Outer lite in I.G. must be safety glazed when used above FL5823 R5 AE DuPont PVB NOA 11-0624 01.pdf 30 ft in HVHZ, FL5823 R5 AE EvalRep CWS-491A(SH-8100. Impact. 74x72. ContHdSlD} pdf FL5823 R5 AE Mikron NCA 11-0830 09.pdf Created by Independent Third Party: Yes 5823.4 SH-8100 Vinyl Single Hung Heavy SH-8100 Vinyl Impact Single Hung w/Heavy Duty FMR Duty Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R5 11 GW5-369B(SH-8100. Impact 52x72. 100 Approved for use outside HVHZ:Yes. D df Impact Resistant:Yes Verified By: Lucas A, Turner 58201 Design Pressure: +100/-100 Created by Independent Third Party: Yes Other. Large Missile, 52"x 72", +/- 100 psf. Evaluation Reports FL5823 R5 AE DuPont SGP NOA 11-0624 02.pdf FL5823 R5 AE EvalRep CWS-3696(SH-8100. Impact. 52x72. 100 DP),ndF FL5823 R5 AE Mikron NOA 11-0830 09.pdf Created by Independent Third Party: Yes 5823.5SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. _....................._...........__._.................. _.... ............._J... ...._............................................................................ ... .... ..... ....................................................._..------..........-........................----------................................................................._.._._................................._..... Limits of Use Installation Instructions httpsJAloridabuildng.org/pr/pr app dtl.aspx?param=wGE\XQwtDgvMdF6zR4iHLr,5iEW2m3mv6jvA9cAQ%2flkM%3d 2/3 12/15/2014 Florida Building Code Online Approved for use in HVHZ:Yes FL5823 RS II CWS-295A(SH-R11710. Impart. 52x96).ndf 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:Large Missile, SO x 96" w/5 HI sash, +/-67,5 psf. _FL5823 R5 AE DuPont PVR NOA 11-0624 01.ndf FL98 3 RS AE DuPont 9.P N A 11-171624 n .pd F S8 3 RS AF Fv;ilPpn CWS-29SA(SH-81nD. Imnart. �Qfi).ndf Fi';R ,_4 Rs A Mikrnn'NOA 11-nR3 n9.ndf Created by Independent Third Party: Yes ii:ack: 4§�xi Contact Us:;1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. i i Privacy Statement::Accessibility Statement:;Refund Statement Under Florida law,email addresses are public records.If you do not w ant your e-mail address released in response to a public-records request,do not send electronic .mail to this entity,Instead,contact the affice 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,FSS,must provide the Department with an email address If they have one,The emalls 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 area licensee under Chapter 455,F.S.,please click La&_ Product Approval Accepts: M ® RE securityur-rmc) https:/Ifloridabuilding.org/pr/pr app_ I.aspx?param=wGEVXChgtDgvMdFBzR4iHLrSiBN2m3mvBjvAgcAQ%2flkM%3d 3/3 SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENT: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA 54 3/6" BUILDING CODE,CURRENT EDITION OVERAL F IDTH 2.GLAZING OPTIONS:(SEE SHEET 3) 531/8"MAX-UNIT WIDTH 3.CONFIGURATIONS:"OX". 4.DESIGN PRESSURE RATING: 4815/16„ 371/4" -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GLASS DLO OVERALL FLANGE WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER A E INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 7 8 7 — —— 36" 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 71 MAX UNIT WIDTH PRODUCT. SEE SHEETS 7-8 FOR INSTALLATION DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS 771/4„ USED FOR WOOD ANCHOR CALCULATIONS. I / I3113/16•, OVERALL I C GLASS DLO__ 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.THE IMPACT SWEEP LOCKS ARE INTENDED TO FLANGE F 7 BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT MUST BE ENGAGED HEIGHT 8 O I 631!4" / PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. B 3315/16" OVERALL 7 GLASS FLANGE / 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT USED AT FIXED MEETING DLO HEIGHT RAIL AND JAMB. 7MAX Is Z71 / I 62" O GLASS 8.REFERENCE TEST REPORTS:NCTL-210-3668-1,A&-2,-2A,NCTL-210 3669-1,AA,-2,-2A UNIT � DLO MAX NIT HT. MAX 9.SERIES/MODEL DESIGNATION SH-8100. HEIGHT I 10.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY I I I TRANSFER ALL LOADS TO STRUCTURE.BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR 337 5/16_' I I / ENGINEER OF RECORD. 30 5/16„ IL F SEIG DLO I �/ I GLASS HEIGHT MAX 11.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING:X=OPERABLE SASH,0=FIXED SASH /� SASH NX 27"HEIGHT GLASS DLO 12.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. I I � I 13.SWEEP LOCKS INSTALLED ON WINDOWS OVER 37"X 62" -- 4"O.0 D GLASS DLO WEEPS(TYP) 7 31 5/16" 46 3/6„ MAX SASH WIDTH GLASS DLO 49 11/16" MAX SASH WIDTH DESIGN PRESSURE RATING DESIGN PRESSURE RATING ±67.5 +67.5/-75.0 B UPDATED PER 2010 FBC 11/08/2011 TEF LUCAS A.TURNER,FL.P.E.,58201 A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 "Itillorly file PNC t A s+OREIIAf S�; � 8'•..�. �wmm�xs TABLE OF CONTENTSw v: No 58201 :X73;. 1900 SW 44TH AVE. CALA,FLORIDA 34474 GENERAL NOTES&ELEVATIONS........1vS * �= ITLE� ANCHOR SCHEDULE&NOTES.............2 :73 STATE OF :4U GENERAL NOTES 8 ELEVATIONS-LARGE MISSILE IMPACT GLASS DETAIL........................................3 'O Yu.` s s: 8100 ATE' 06/10/2008 iT•.F SECTION VIEWS...................................4-5 THE INFORMATION CONTAINED INTARY AND DRAWING CONFIDENTIAL11/28/11 PROPERT 11/28 IOM ��'I ns t O R 1����`r MODEL: CALE: ADE G O. EXTRUSIONS&B.O.M............................6 q S •" N �� PVC SINGLE HUNG NTS CWS-155 INSTALLATION DETAIL........................7,8 WRITTEN PERMISSION OF CU TOM WINDOW SYSTEMS,INC IS PROHIBITED. THE I�f,+ONA`*%% REV.LETTER:B SHEET: 1 OF 6 6" 15"O INSTALLATION ANCHORS, INSTALLATION ANCHORS, MAX(TYP) MAX(TyP) SEE NOTE 2 SEE NOTE 2 4"MAX. P) �•--�8"MAX.OC(TYP) MIDSPAN 8"MAX.OC 6" ITYP) MAX(TYP) -- -- 6„ 4„MAX(TYP) 4"MAX.(TY -- -- MAX P) I 6" 4"MAX(TYP) 14"O.C. I I I I MAX(TYP) 8"MAX.OC 7�j� MAX.(TYP) -- -- - (TYP) O I I I ( M)y I 71 I 1013/16" I I (NP)L I I MAXI O.C. " 6„ O 76' B a•' B I 62„ I 1 I I MAX 6„ 4 4" 8" MAX 4„ I I I I UNIT - HEIGHT i / i I I �/ i HEUNIT IGHT T / X I I I I I I Y I I V I _ _ CHe INSTALLATION ANCHORS,SEE NOTE 6 I 36" 531/8" C NSTALLATION MAX UNIT IDTH TANI AX UNIT WIDTH NCHORS,SEE NOTE 6 INSTALLATION CHOR LAYOUT-(FLANGE) ANCHORS,SEE NOTE 4 ANCHOR LAYOUT-(FIN) ANCHOR L OUT- FLANGE ANCHOR LAYOU FIN THRU FRAME MASONRY THRU FRAME GOD THRU AME(MASONRY) THRU FRAME(WOO MAX UNIT SIZE:53-1/8 x76 MAX UNIT SIZE:53-1/8 x 76 M UNIT SIZE:36 x 62 MAX UNIT SIZE:36 x 62 (W/SWEEP LOCKS) (W/SWEEP LOCKS) DP+67.5/-75.0 DP+67.5/-75.0 NOTES: DP+67.5 OP+67.5 .I A L O NC O A EACHLOCATION.SILL ANCHOR SPACINGSAME AS HEAD. 2.SHIM AS REQ'D 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. 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 4.3/16"DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 2 1/2"SHALL BE ACHIEVED IN ANY DIRECTION. 5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN ANY DIRECTION. 6.#8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2"INTO 2 BY WOOD BUCK FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4"SHALL BE ACHIEVED IN ANY DIRECTION. B UPDATED PER 2010 FBC 11/08!2011 TEF 7.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL.DISSIMILAR MATERIALS OR MATERIALS IN LUCAS A.TURNER,FL.P.E.,58201 A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS ,�%%0�A +� ORE4� 1" � SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. �� c� (� .,� ,f ��GEluSfi.:Q�': I WINDOWS&DOORS 9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: v? No 58201 :f� 1900 SW 44TH AVE. A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. * * OCALA,FLORIDA 34474 C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). * ITLE: ANCHOR SCHEDULE&NOTES-LARGE MISSILE IMPAC 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE Z 9 STATE. OF /G'+' S ATE: CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS 10 ..A,A 4'/" 8100 ADE 06/10/2008 FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), PROPRIETARYAND CONFIDENTIAL 11/2$/11 , O R 1 O�'©���� MODEL: CALE: G. FMAIWDMA 250 BOX WINDOWS),FMAIAAMANVDMA 300 EXTERIOR DOORS). THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM III,S ..0 R..• r+ PVC SINGLE HUNG NTS CWS-155 ( ) ( ) WRITTEN PERMISSION OF CUSTOM WINDOIW SYSTEMS.INC.IS PROHIBITED. THE +��''1111111§00 rGEV.LETTER:BSHEET: 2 OF 8 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS 7/8"OVERALL I /UL-ATEEDGL-ASS 1/8"ANNEALED 1I8"ANNEALED 1/8"TEMPERED 1/8"TEMP ED 7/16"AIRSPACE 7/16"AIRSPACE 7/16"AIRSPACE 7/16" RSPACE 5/16"LAMINATED GLASS 5/16"LAMINATED GLASS 5/16"LAMINATED GLASS16"LAMINATED GLASS 1/8"ANNEALED 1/8"ANNEALED 1/8"ANNEALED 1/8"ANNEALED .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT .09 PVB INTERLAYER BY DUPONT .090"PVT INTERLAYER BY DUPONT 1/8"ANNEALED 118"ANNEALED 1/8"AN LED 118"ANNEALED DURASEAL BY TRUSEAL OURASEAL BY TRUSEAL DURASEALBY SEAL DURASEAL BY TRUSEAL XTERIOR 18 PURFECT GLAZE"H"OR SIKAFLEX 552 18 PURFECT GLAZE"H"OR SIKAFLEX 552 18 PURFECT GLAZE" OR SIKAFLEX 2 18 PURFECT GLAZE"H"OR SIKAFLEX 552 ERIOR 1 1 12 3 12 1/2"GLASS BITE1/2"GLASS BITE 1/2"GLASS BITE 1/2"GLASS BITE ---�l i 8 8 4 q 9 9 FIXED LITE SASH LITE FIX LITE SASH LITE GLASS TYPE A GLASS TYPE B FULL SIZE FULL SIZE B UPDATED PER 2010 FBC 11/08/2011 TEF LUCAS A.TURNER,FL.P.E.,58201 A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 �o%%, DREtA, 'fit, �. s`a�', e Tv �., 1 i�C�LK2 VPr��� NSF••.� WINDOWS&DOORS 1900 SW 44TH AVE. *: OCALA,FLORIDA 34474 ITLE[ O :9•; STATE OF �lu' GLASS DETAIL-LARGE MISSILE IMPACT ••O . luz SERIES: 8100 ATE' 06/10/2008 PROTHE INFORMATION CONTAINED IIN�THI THIS IETARYAND CONFIDENTIAL THE SOLE PROPERTY OF C8US1 OM r''���5t O H 1 d p''`.�?�+ ODE SCALE: ADE G. O.: WWINDOW SYSTEMS.INC.RITTEN PERMISSION OF ANY WINDOWS SYSTEMS,OR AS AWHOLE PROHIBITED.HOUT THE '�II�s��(U A.; ;,���� PVC SINGLE HUNG EV.LETTER:B HEFT: 301`8 1 -155 39 3 3 21 18 11 21 10 15 41 ' 41 1 Lo EXTERIOR 26 a 38 46 12 18 20 SECTION VIEW B-B 21 12 20 EXTERIOR 4 18 38 12 30 29 31 12 8 l.J 13 5 6 38 14 18 9 32 48 25 p 15 16 19 40 p - 2 41 8 38 12 13 9 14 SECTION VIEW C-C 25 I 15 ALTERNATE FIN DETAIL p B UPDATED PER 2010 FBC 11/08/2011 TEF 40 16 LUCAS A.TURNER,FL.P.E.,58201 A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 .usurp 2 o NOTE: .��`�QG',PNOENS'!TGQ��i /. 41 ITEMS 22,27,28,33-37,43-45 ARE NOT ��'5-' F'•.l�' H7N RS SHOWN.ITEM 31 IS NOT USED IN v. No 58201 :-P: 1900 SW 44TH AVE. THIS WINDOW. ,F: ,t OCALA,FLORIDA 34474 �� - TITLE: SECTION VIEW A-A " ° * - SECTION VIEWS 53 1!8"x 76"-LARGE MISSILE IMPACT "13 STATE OF :t[r „O 4u SERIES: 8100 ATE: 06/10/2008 THE INFORMATION CONTAINEDINTHIS DRAWING IRIETARYAND CONFIDENTIAL THE SOLE PROPERTY OF 28/11 +','i�iS`FL•.�.R 1 a P�\-C, ODE SCALE: ADE O WRITTEN PERMISSION OF ANY WINDOWS STEMS,INAS IS PROHIBITED.WITHOUT THE ��I��S�p(VA;rG����� PVC SINGLE HUNG EV.LETTER:BSHEET: 4 O1F 6 155 39 3 18 11 3 21 INTERIOR 10 21 15 41 1 kl EXTERIOR o a 38 26 12 20SECTION VIEW B-B 12 20 TYPICAL HORIZONTAL SECTION NOTE:LEFT SIDE SHOWS FIXED LITE CUTAWAY, RIGHT SIDE SHOWS SASH CUT AWAY EXTERIOR INTERIOR 4 18 30 29 38 31 7 5 12 6 8 32 38 18 g 48 25 19 40 DMimmmLqLL- 2 12 8 41 38 9 ALTERNATE FIN DETAIL 25 SECTION VIEW C-C B UPDATED PER 2010 FBC 11/08/2011 TEF 40 LUCAS A.TURNER,FL.P.E.,58201 A I UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 2 41 NOTE: +`'PCf \�' Tr� �,I�/t��GW�✓L G SECTION VIEW A-A ITEMS 22,27,28,33-37,43-45 ARE NOT ``t'�' SF •�✓ WBVDows a Doors SHOWN.ITEM 31 IS NOT USED IN THIS :v: No 58201 :n-P: 1900 SW 44TH AVE. WINDOW. �� ;,} OCALA,FLORIDA 34474 TITLE: b SECTION VIEWS 36"x 62"-LARGE MISSILE IMPACT �9: STATE OF :40RAWN BY: 'O . �U: SERIES: 8100 ATE: 06/10/2008 PROTHE INFORMATION CONTAIN DIIN�THIS DRAWING IARYAND CONFIDENTIAL THE SOLE PROPERTYF C8US1OM +'��i�SA..OF11 ' , MODEL: CALF: ADE WWINDOW RITTEN YSTEMS,INC. N OF SREPRODUCTION DOWSYSTEMS.TOR IS WHOLE I WITHOUT THE ����rs�ONA 1 N+++� PVC SINGLE HUNG EV.LETTER: HEFT: CWS-155 B 5QF8 ITEM# PART# DESCRIPTION MATERIAL VENDOR 31/8" -{ 1 K6031 Frame Head,Flg,Single Hung RIGID PJC MIKRON 3 1!8" FRAME CORNER 2 H-6031 Frame Sill,Flg,Single Hung RIGID PJC MKRON —11161, 23116 CONSTRUCTION 3 H-6031 Frame Jamb,Flg,Single Hung RIGID PVC MIKRON 1/16". 1116" 4 H-1836 Alum Fixed Meet.Rail ALUMINUM KEYMARK 5 S-6063 Fixed Rail Cover RIGID PJC MIKRON 6 H-6027 Sash Top Rail RIGID PJC MKRON 211116" Z 3 9/16" 15/8" 6 7 (+1497 Reinforcement for STR ALUMINUM KEYMARK 3 ♦ 8 H-6028 Sash Bottom Rail RIGID PJC MIKRON 9 H-1699 Reinforcement for SBR ALUMINUM KEYM4RK 4 CORNER WELD(ALL SIDES) 10 H-6004 Sash Side Rail RIGID P/C MIKRON PVC SASH TOP RAIL-6027 11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK PVC FRAME FLANGE-6031 4 PVC FRAME FIN-6048 12 5-6064 Glazing Bead RIGID PIC MIKRON 13 P-3118 Keeper,Sweep Lock STEEL SULLIVAN -13116"- 1 15/16" 14 83541 #8x 1/2",Pan Head,Tek ZINC SULLIVANVAN 70 1 1/8,x{ 1/16" 15 P-4632 Sweep Lock ZINC SULLFF1/16" 16 P-4633 Barrel Fastener STEEL FASTENAL 1 Sl6° 1/16" 1 Sl8° 5/16° 17 Block&Tackle Balance STEEL CALDWELL �'I n� e 18 Purfect Glaze"Mor Sikaflex 552 SILICONE HENKEL/S[KA Ill 4111 19 Sash See Glazing Chart(pg3) GLASS CARDINAL PVC SCREEN SUPPORT-6014 20 Fixed See Glazing Chart(pg3) GLASS CARDINAL FIXED MEETING RAIL 21 P-3429 Wstp.,0.270 x 0.187 back FmSeal NYLON ULTRAFAB PVC SASH BTM.RAIL-6028 SCREWED TOGETHER WITH PVC SASH SIDE RAIL-6004 OUTERFRAME 22 84638 #8 x 2-1/2 PH Nbd.Truss,Type A,TEK 2 STEEL FASTENAL 4 23 #10 x 1 1/2"Panhead SMS STEEL FASTENAL 24 Flat Washer STS FASTENAL 2 1/8" 5/16" 25 S6014 Screen Catch RIGID PVC MIKRON 1/16" 26 S-6013 Screen Support RIGID PVC MIKRON 1/16" 5/8" 27 P-4051 #8 x 1 1/4"Ph Fh TBC,Wht. ZINC FASTENAL I I 4 28 P-3748 #6 x 0.625"Quad Fh TB(Wht. ZINC FASTENAL 1!2 1" 7/L I 9�aGE 1/16" 29 P-3783 Impact,Lock STEEL INTERLOCK 6 L ALUM.FIXED RAIL-1836 SASH STOP-6025 30 P-4069 Impact,Keeper STEEL INTERLOCK PVC SCREEN CATCH-6013 ALUM.REINF.TOP RAIL-1497 31 P-4264 #8 x 3/4 FH PH w/#6 Head,TEK Wht STEEL FASTENAL 32 P-3218 Screen Frame ALUMINUM ALLMugTAL 114" 33 41 33 P-3321 Screen Corner Key PLASTIC M&M I 34 P-3228 Screen Spline RUBBER DA PA 1/2" 35 P-3581 Screen Cloth VINYL WEIR /4 1116" 9 —3" 36 83033 Screen Spring STEEL HURLEY 314° 37 83029 Screen RIII Tab 5783 HURLEY USCREW SUPPORT-3113 38 P-3352 Set.Blk.1/8"x 5/8"x 2" RUBBER FRANK LOWE 11 15/16" 1/16" PVC GLAZING BEAD-6064 3116" 39 P-3768 #8 x 5/8 Phil Pan Zinc ZINC FASTENAL ALUM.REINF.S.B.R./S.S.R.-1498 ,- 40 P-4479 Weepcover PLASTIC M&M ALUM.REINF. BTM RAIL-1699 41 P-3113 Screw Support RUBBER TEAM B UPDATED PER 2010 FBC 11/08/2011 TEF 42 F6025 Sash Stop RIGID PIC MICRON �1 045" LUCAS A.TURNER,FL.P.E.,58201 A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 43 P-3059 Sash Cam PLASTIC M&M I 44 P-3295 Take 45 P-3342 Seam ealleSealer SILICONE SCHNE 1 511 5 ,��p STEEL SUMMIT �p.NO...... 46 83752 Hole Rug PLASTIC M&M "4GQ,�"�-\CE Nsfi',Q2: , ,WWD RS 47 H6048 Frame Head,FIN,Single Hung RIGID PJC MIKRON �v°' Na 58201 '��: 1900 SW 44TH AVE. 48P-4959 Wstp.,0.420 x 0.187 back NYLON ULTRAFAB -9/16 OCALA,FLORIDA 34474 PVC FIXED RAIL COVER-6063 =-0' :0: I LE:EXTRUSIONS/B.O.M.-LARGE MISSILE IMPACT Az :9 STATE OF : I 4u I- 0 . !u.- SERIES: 8100 ATB: 06/10/2008 PRONOTE:ALL ALUMINUM EXTRUSIONS ARE 6063-T6 THE INFORMATION CONTAINED IIN�THIS RAWINErARYAND G ISTHESOLE PROPERTDENTIAL Y OF CUSTOM +'���FSFL....1 a P ���, ODE: CALF: ADE O: WINDOW YSTEMS,INC. ANY SEPRODUCTIION IN SPARTORASAPROHIBITED.ROUIHOUTTHE �i�OslONp;EN��� PVC SINGLE HUNG REv.LETTER:B HEET: 60 8-155 r INTERIOR FINISH INTERIOR FINISH INTERIOR FINISH BY OTHERS BY OTHERS 1 1/4"MIN.EMBEDMENT 1 3/8"MIN.EMBEDMENT BY OTHERS SEALANT BETWEEN BUCK "s •t, t [C] [D] 4- cl AND OPENING BY OTHERS CONCRETE/MASONRY ;jr r j • BY OTHERS ••r•r •r•r"f 1l4"MAX.SHIM 1/4"MAX.SHIM--I :%;ti'•L;t'• .' �[B] IBI 2 1/2"MIN.EDGE DIST. INSTALLATION ANCHOR,3/16"DIA. p 0 0 A [C] v• MASONRY SCREW WITH WASHER . 718"MIN.EDGE DIST. ��•1r•'' THRU SCREW SUPPORT • p • • IDI ICI .- CONCRETE/MASONRY • p• • p• p • o. o. � .+ 4•A A•p BY OTHERS �•p p•p •p• • 1 1/4"MIN.EMBEDMENT p • p• ~ [C] .'—WIWI INSTALLATION ANCHOR, ti.. p••.- 0•'• #10 WOOD ANCHOR WITH EXTERIOR FINISH .' 4 p A WASHER THRU SCREW " � 1 BY WOOD BUCK BY OTHERSBY OTHERS. 2 1/2"MIN.EDGE DIST!A. -p•p •A• SUPPORT[DI [A] IC] 2 BY WOOD BUCK .' 0•' PERIMETER SEALANT '• p p EXTERIOR a A BY OTHERS BY INSTALLER p •A•- ••' [A] p .p.�tir SEALANT BETWEEN 1/4"MAX.SHIM SEALANT BEHIND 1 BY WOOD BUCK SEALANT BEHIND BUCK AND OPENING FLANGE BY INSTALLER IB] BY OTHERS FLANGE BY INSTALLER PERIMETER SEALANT BY OTHERS [A] EXTERIOR FINISH PERIMETER SEALANT BY INSTALLER BY OTHERS BY INSTALLER EXTERIOR FINISH BY OTHERS �C1 HORIZONTAL SECTION INSTALLATION ANCHOR,3/16"DIA. �B,HORIZONTAL SECTION 7 FRAME(WOOD) MASONRY SCREW WITH WASHER FRAME(MASONRY) THRU SCREW SUPPORT [C] INSTALLATION ANCHOR,3116"DIA. EXTERIOR MASONRY SCREW w/NEOPRENE y BACKED WASHER THRU SCREW EXTERIOR SUPPORT[C] SEALANT BEHIND I BOTTOM SWEEP LOCK ACITVATED ONLY FLANGE BY INSTALLER O DURING HURRICANES.(SEE NOTE 6,SHT1) PERIMETER SEALANT SEALANT UNDER SCREW INSTALLATION ANCHOR,3/16"DIA. BY INSTALLER HEAD BY INSTALLER. MASONRY SCREW w/NEOPRENE p SEALANT UNDER SCREW BACKED WASHER THRU SCREW HEAD BY INSTALLER SUPPORT [C] EXTERIOR FINISH p' ° C• ])°• • °.Do BY OTHERS D. ♦ o SEALANT BEHIND QUI D° �♦ �° _��• • - •pD�D°♦�Do�DC• 1/4 "MAX.SHIM FLANGE BY INSTALLER BOTTOM SWEEP LOCK ACTIVATED ONLY ♦ IBI DURING HURRICANES. . v P °[: ° •- ° o ♦ D° ♦ D ♦' ° ♦ ° 1 114"MIN.EMBEDMENT PERIMETER SEALANT P p ♦C D p o ► D-: D : [C] BY INSTALLER ° � • � ♦� ►� 1/4"MAX SHIM [BI 2 1/2"MIN.EDGE DIST. CONCRETE/MASONRY �j,gLTERNATE PRECAST SILL DETAIL [C] EXTERIOR FINISH SILL STOOL BY OTHERS BY OTHERS BY OTHERS 7 FRAME(MASONRY) B UPDATED PER 2010 FBC 11/08/2011 TEF p. p• •p•p .P••p. o�n USE SOLID WOOD LUCAS A.TURNER,FL.P.E.,58201 A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 •p•� •: p: p•p p, .p•n: SUPPORT TO MAKE •vREFERENCE NOTES: �Ullnff p� p�o o.p� • SILL LEVEL BY OTHERS ••o.. .r,•:• • o• � :o•p [A] SEE NOTE 10,SHT 1 �J�g PN H p• p•• :�= gip= =•• • O: , •o• p• (8]SEE NOTE 2&3,SHT 2 �� •p. • p p, ,p p. �• 1 114"MIN.EMBEDMENT [C]SEE NOTE 4,SHT 2 J l :to:. DOORS v� NO 58201 :A1900 SW 44TH AVE. CONCRETEIMASONRY IC] [D]SEE NOTE 5,SHT 2 `* OCALA,FLORIDA 34474 BY OTHERS 2 112"MIN.EDGE DIST. f .n: :it` ITLEINSTALLATION DETAIL FLG-LARGE MISSILE IMPACT IC] o�-- �9 STATE OF -W HIGH STRENGTH �iO,n•.,c �/ SERIES: 8100 B ADE ATE. 06/10/2008 STRUCTURAL PROPRIETARYAND CONFIDENPAL 11/28/11 moi+�'..<O R 1\? ��4, MOOEL: CALE: G. GROUT BY OTHERS VERTICAL SECTION THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM I++S`S' NG',�� PVC SINGLE HUNG NTS CWS-155 FRAME(MASONRY) WRITTEN PERMISSION OF CU TOM WINDOW SYSTEMS,,IINC.IS PROHIBITED. THE Orr+ONA`i�'�+` EV.LETTER:B SHEET: 7 OF 8 SHEATHING 1 1/2"MIN.EMBEDMENT BY OTHERS [E] EXTERIOR FINISH INSTALLATION ANCHOR, BY OTHERS o. #8 WOOD SCREW w/WASHER 4 [E] SEALANT BEHIND FIN BYINSTALLER c• °• 2 BY WOOD BUCK BY OTHERS [A] WINDOW WRAP �'d BYINSTALLER dC op b, 1/4"MIN.EDGE DIST.[E] 1/4"�EDGET.Z[E] PERIMETER SEALANTBYINSTALLER 2 BY WOOD BUCK 1/4" 4" [B] MAXIM BY OTHERS X. [B [A] INSTALLATION ANCHOR, #8 WOOD SCREW WITH WASHER [E] 11/2"MIN. BEDMENT [E] 5 HEATHING d•o.d'o b BY OTHERS d•q,00 qo o '�!�=•O d $ .o n EXTERIOR FINISH BY OTHERS WINDOW WRAP BYINSTALLER SEALANT BEHIND FIN BYINSTALLER PERIMETER SEALANT BYINSTALLER BOTTOM SWEEP LOCK ACI ATED ONLY ["] DURING HURRICANES NOTE 6,SHT 1) �1 HORIZONTAL SECTION �0I I 8 FIN(WOOD) O REFERENCE NOTES: 1/4" .SHIM SEALANT BEHIND FIN [A]SEE NOTE 10,SHT 1 BYINSTALLER [B]SEE NOTE 283,SHT 2 [C]SEE NOTE 4,SHT 2 PERIMETER SEALANT °b [E]SEE NOTE SEE NOTE 6,SHT 2 SHT 2 1/4"MIN.EDGE DIST.[E] [ ] B UPDATED PER 2010 FBC 11/08/2011 TEF BYINSTALLER LUCAS A.TURNER,FL.P.E.,58201 lot A DATED PER NEW FBC REQUIREMENTS 07/07/2008 '4 2 BY WOOD BUCK BYINSTALLER WINDOW LERP a� � [A,OTHERS �p���NDRE] "I �� ,% P,....... TG��i +/ EXTERIOR FINISH " INSTALLATION ANCHOR, O E Nsc�•;Q2� tAVE WS OBY OTHERS y.a #8 WOOD SCREW WITH WASHER v. No 58201 t 1P: 1900 SW .[E] OCALA,FA 34474 SHEATHING 1 1/2"MIN.EMBEDMENT ITL STA LA DETAIL FIN- RGE MISSILE IMPACT BY OTHERS m•P) v �1', STATE OF ul+' r'0'..... '� SERIES: 8100RAWN ATE: 06/10/2008 PRO�\VERTICAL SECTION THE INFORMATION CONTAINED INTHISDRAWING IS HE SOLE PROPERTYARYAND CONFIDENTIAL OF CUSTOM ,'����5'A..... .1..P`:j���, MO E CALF: NTS E G. O.: 6 FIN(V.L S WRITTEN PERMISSION OF ANY WINDOW SHIN PART ,OR AS WHOLE PROHIBITED.WITHOUT THE 0II�SiOP]A,���,,, PVC SINGLE HUNG EV.LETTER:B HEET: 6 O 8-155 Florida Building Code Online Page I of-2 r ,k "r fid �. SCIS riorne Log In U9er Registration Mot TOUh:ti Suanitt SLJrGharge goal"&FaCt5 Puar,ra-=,S -FK'Staff KIS SO Map Link 5earvt SusineProdss,.i;4 - Professional t1L gJUSER:P�llc Useroval: PrgQuy f w,rt3'p`:+gin t>Mro6lscit or rlgptitatigr51a[i]a A*ii :i tL,I j,l>Application Detail '^� PL 9 ClApproved 77 ....._..._.__.n._..._,_w.-'^ ..""""'""-'...----..,,�.,.,..,� _. .,.. ..., Application Type Code Version Application Status ved by DBPR,Approvals ay DIVIR shalt he reviewed and roti#wrl PaC andlor the Commission i#necessary, Comments ._,......-- Archived Product Manufacturer Custom Window Systems 1rsc. Address phone/Frnai1 1900 SW 44th Avenue Ocala,FL 34474 ekosstcws.c22 ekoss$icves.cc: Authorized Signature Michael LaFev-e mlafevresI(f gm ail,com Technical Representative Brian Ttroace Address/Phone^/Email 1:100 SW 44th Ave. Ocala,Ft..34474 (352)368-692? Ext 291 btenace0Pcws.cc Quality Assurance Representative acff1bompson Address/Phone/Email 1,900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ex,:221 jthompsofl@cws.cc Category Windows '1 Subcategory Double flung Compliance Method Gratification Mark or;.(sting Certification Agency Keystene Certifications, Inc. Validated 8y Keystone Certification,111f.. Referenced Standard and Year(of Stacidard) ,Rtmdato Year AAMA/WO}IA/CSP+/101/1,S.2/A440-05 7005 ASTM E:1300-04 200. ASTM E1886-DS 2005 ASTM L1996-02 2007 PA TAS/701I2G2/203 19?.4 Equivalence of ProducL Standards Certified By Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr_app_dtl.aspx?p,,lram=«Gly VXQwtDgsidcHcl6ieP8E... 11/9/20)4 k 0 Florida Building Code Online Page 2 or 2 Date Submitted 02/07/2012 Date Validated 02120j2012 Late Pending FBC Approval Date Approved 02/23/2017 ,,-S�urnmarV of Produ tsjjj Ft. Model, Number or Name Description Dii-81500 Vinyl Double!lung Window,ImoaCt. 15177.1 DH-8500 Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes Approved for use outside HVHZ:Yes FL1_5 j Impact Resistant:Yes Design Pressure-N/A _R0 Other:Large Missile Impact, Max,Size 56"x 91", for OP 1 54.5.1.72-9—1C..CA( A see installation sheets.Safety glazing on outer lite t)ft,G. when used in HVHZ above 30 ft, FL1S177 El_!5_177 Quality Assurance Contract Expiration Date 12/12/2015 Installation Instructions Verified By* Lucas A.Turner 58201 created by independent Third party:Yes Evaluation Reports 'PIP Created by Independent 'Third Party:Yes Bade Nefe i g tlQ ntL ,be State of Florida ri an ANEE0 -a! ::29&1�c.Yjs under Fiotida Isly,email ari(lms5e;are rtubk'Mo'd. It you do mat want your e-(n.11 adorcls",released in response to 3 pJhiic rFCCsas tequesL do.0t.0— eiectraie mail to tits erd.Ay.Instead,contact the,otnee by phone o,by traditional rnafl.it you 1,ave any quest-oft, 1r. Section 435.275('),F-10fida statutes,etfettV Gctobef t.20i2,iicensees ir,nseo ander Chapter 455,f's. w P.-avlde tine versrvro„�.i nn "Isi,natess they have ot,-O.TAC Lrnzils pr*i-i'dod may br!used(01 official with*.he ficet'see,Ko'-wr C.1.4 aqldrqsse&aro publ't record,It Y'v"")'r<9 wfa,w supply oeso.ai adct�s,please Provide the DevOriment With at)CA1414 bddM5%-hiCh 4,an be nwc avafttte to thoo-414c,To dn-m-e:f vcu are a Chapter 455,F.S,.phase CRCk 0grP_ Product APProvat ACCCiats.' 11tLpS://www.floridabuiIding.org/ptipr_app....dd aspx?param=w(3 EV XQ WtDqSidc1-Jd6i el'8 F'- � M Lucas A. Turner,P.E.,MBA Evaluation Report 695 2080 Mauve Ter. North Port,FL 34286 Ph. 941-380-1574 February 25,2012 Product Description: Series 8500 PVC Double Hung Window,LM Impact,max. unit sizes of up to 56" x 91"(size limitations due to glass type, see below). The framing of the product physically constrains both sash from accidentally falling to the exterior during operation of the product. Manufacturer: Custom Window Systems,Inc. 1900 SW 44h Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above- este pro uc per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-695, signed and sealed by Lucas A.Turner,P.E. on 2/25/2012. 2) Test Reports NCTL-210-3787-1, -IA, -3,-3A, -313,and-3C, 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.2/A440- 2005, and ASTM E 1886/1996 2002/2005 3) Supplemental Calculations to support CWS-695,signed and sealed by Lucas A.Turner, P.E. on 1/23/2012 Installation: Units must be installed according to approval document CWS-695. Limitations of Use: This product: —> • May be used up to sizes indicated above,with max.glass daylight sizes as shown in CWS-695 —� • Achieves design pressures of+/-70psf for 53"x 76"unit size with 3/16 Ann—gap—5/16 Ann/Ann.105"PVB Lami or 56"x 91"unit size with 3/16 Ann—gap—7/16 Ann/Ann.105" PVB Lami. Achieves+/-90psf for 53"x 76"unit size with 3/16 Ann—gap—7/16 Ann/Ann .090" SGP Lami with 1"sill riser, or+70/-90 with no sill riser. • Is Large Missile Impact Resistant and does not require the use of shutters -� • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas(formerly SentryGlas Plus or SGP)Interlayer per Miami-Dade N.O.A.#11-0624.02 for DP90. • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#11-0624.01 for DP70 • Requires Mikron rigid PVC frame extrusions per Miami-Dade N.O.A.# 11-0830.09 • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade • Anchors indicated in CWS-695 shall be pan or hex head type and shall have a head or washer (integrated or separate)diameter of 0.420"min. 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 p; `ct. ��t�{�:��,�✓1~+�r�.,'t,'•����Ips //.'.� No '9'nol , 2/15/2012 Lucas A. Turner, P.E. STATE iF :• +� FL PE#58201 01, AN l DOUBLE HUNG ELEVATION (IMPACT) PVC IMPACT REQUIREMENT: 54 1!4"MAX FLANGE WIDTH 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY 53"MAX UNIT WIDTH G W WITH THE FLORIDA BUILDING CODE,CURRENT EDITION 491/4"MAX SASH WIDTH " 44 318"GLASS DLO 56"MAX UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 3) 521/4"MAX A ———————— 3.CONFIGURATIONS:"X/X". 47 318"GLASS DLO—] A D 4.DESIGN PRESSURE RATING: 7 g -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES 37 Va^ ASTM E-1300. MAX 321/4" -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER SASH X GLASS e C INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. HGT DLO77 7 7 ` 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE MAX E F s DESIGN OF THIS PRODUCT. SEE SHEETS 7-8 FOR INSTALLATION DETAIL.WIND FLANGE ———————— 76" a LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. HGT ` MAX 44 5/8" X 39 3/4" UNII MAXHGT sDLO GLASS 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT 37 118" MAX HGT REQUIRED. SASH 32 1/4" ` HGT X ` 7.ALL FRAMES AND VENTS FULLY WELDED. GLASS DLO 92 1/4" 8.REFERENCE TEST REPORT.NCTL MAX -210-3787-1,AA,-3,-3A,-3B,-3C FLANGE ` MAX ` UNIT HGT HGT 9.SERIES/MODEL DESIGNATION DH-8500. 44 318"GLASS DLO 10.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED 491/4"MAX SASH WIDTH 44 518" 39 314" TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE,BUCK AND FRAMING IS MAX X GLASS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. SH-8500 53"X76"EQUAL SPLIT SASH DLO DESIGN PRESSURE±70 HGT 11.THE DESIGNATION X STANDS FOR THE FOLLOWING:X=OPERABLE SASH 541/4"MAX FLANGE WIDTH 12.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 53"MAX UNIT WIDTH 491/4"MAX SASH WIDTH 13.WEEP SLOTS=1/4"X 17/8"LOCATED 6"FROM BOTH ENDS. 44 318"GLASS DLO 11 47 3/8"GLASS DLO ` '121/4"MAX SASH WIDTH 37 118" MAX SH-8500 56"X91"EQUAL SPLIT SASH X 32 1/4" DESIGN PRESSURE±70 HGT GLASS DLO 77114" -------- 76" MAX MAX FLANGE UNIT HGT ` HGT 37118 MAX 32 1/4" SASH X GLASS HGT DLO LUCAS A.TURNER,FL P.E.56201 4 %49111/1/�� TABLE OF CONTENTS 44 3/8"GLASS DLO :JV;' F '• i�! 1nNDows&HDQRS v. No 5$2a14 :'Lt 1900 SW 44TH AVE. GENERAL NOTES&ELEVATIONS..........1 491/4"MAX SASH WIDTH ,L OCALA,FLORIDA 34474 ANCHOR SCHEDULE&NOTES...............2 SH-8500 53"X76"EQUAL SPLITTITLE: GENERAL NOTES 8 ELEVATIONS-IMPACT GLAZING DETAIL......................................3 DESIGN PRESSURE±90 STATE OF DP CHARTS...............................................4 W/1793 SILL RISER %p tv� SERIES: DRAWN BY: DATE: 12/15/2011 SECTION VIEWS.......................................5 2/15/2012 �^`'•c( QP,:��� 8500 ADE PROPRIETARYAND COWIDENTAL iIS THE SOLE PROPERTY OF CUSTOM �CC'9 ..O..L , G,� MODEL: SCALE' DWG.NO.: THE INSTALLATION DETAIL.........................7 8 WINDOW SYST MS INTION C.ANY REPRODUCTION NTAINED IN THIS OPART OR AS A WHOLE WITHOUTTHE ',���&I ` � `, PVC DOUBLE HUNG REV.LETTER: SHEET; CWS-695 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. 1 OF 8 8"MAX O.C: 6"MAX. 8"MAX O.C. 6"' AT MIDSPAN �AT MIDSPAN C SEE NOTE 2 A T — --------- ------__ _ SEE NOTE 6"MAX. 6"MAX. 15 12°MAX O.C. MAX.. O.C. f INSTALLATION ANCHORS,SEE x NOTES(fYP) 4 4T° B4" D D TINSTALLATION T 8° ———______ ANCHORS,SEE NOTES(TYP) 4° I X 15 3l4" L X A 8500 53"x76"EQUAL SPLIT ——— ————— ANCHORLAYOUT THRU FRAME(MASONRY OR WOOD OPENING) C DP+/-70 or+/-90 8500 56'x91"EQUAL SPLIT ANCHOR LAYOUT THRU FRAME(MASONRY OR WOOD OPENING) DP+/-70 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. 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 4.1/4"DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2-1/2" SHALL BE ACHIEVED IN EITHER DIRECTION.A MINIMUM CENTER TO CENTER DISTANCE OF 4"SHALL BE ACHIEVED. 5.#12 WOOD SCREW ANCHORS(FLANGE INSTALLATION THROUGH FRAME)MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 1"SHALL BE ACHIEVED IN EITHER DIRECTION. 6.ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 7.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL LUCAS A.TURNER,FL P.E.58201 W mrrr "llo NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. `, �P1 ORS�1�r �.�Z46WvfZ 8.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: `4, .•4�0 E N,S'- ;1�1- �p)pOWS&DOORS A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) .J: ••Q . B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. No 58 , 701 :N' 1900 SW 44TH AVE. C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). i ;,r OCALA,FLORIDA 34474 TITLE: ANCHOR SCHEDULE R NOTES-IMPACT 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING '9 STATE OF w� ERIES: DRAWN BY: DATE: THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: .O ••T :4UZ7 8500 ADE 12/15/2011 P'2 FMA/AAMA100(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS),NVTHE INFORMATION CONTAINED IN�TFISDRAWINGISTCONFIDENTIAL HESOLEPROPERTVOFCUSTOM 2/15/2012 %'r �ORla.•'��`�` MODEL:PVCDOUBLEHUNGNTS CWS-695 SCALE: DWG. FMA/WDMA 250(BOX WINDOWS),FMA/AAMADMA 3OO(EXTERIOR DOORS). WINDOW SYSTEMS,INC.ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE tl �IA ``` REVLETTER; SHEET: WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. . 2 OF 8 r 1 1/8"OVERALL 1 1/8"OVERALL 1 1/8"OVERALL 3/16"ANNEALED or TEMPERED 3116"ANNEALED or TEMPERED 3/16"ANNEALED or TEMPERED 1/2"AIRSPACE 9/16"AIRSPACE 1/2"AIRSPACE 7/16"LAM[ 3/8"LAMI 7/16"LAMI 3/16"ANNEALED 118"ANNEALED 3116"ANNEALED .105 DUPONT PVB INTERLAYER .105 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16"ANNEALED 1/8"ANNEALED 3116"ANNEALED 38 PIKAFLEX 552 OR 38 SIKAFLEX 552 OR 38 SIKAFLEX 552 OR URFECT GLAZE"H" PURFECT GLAZE"H" PURFECT GLAZE"H" 19 19 13116" 13/16" 19 13/16" GLASS BITE GLASS BITE GLASS BITE 2 2 2 GLASS TYPE A GLASS TYPE B GLASS TYPE C FULL SIZE FULL SIZE FULL SIZE LUCAS A.TURNER,FL P.E.58201 ��tt`tP1.;OREt1r T��ii C.'��:1%ccWvlz `��Vr• �- F'•.�'�� WINDOWS&DOORS v" No 50141 �. 1900 SW 44TH AVE. SILL DESIGN GLASS L OCALA,FLORIDA 34474 RISER PRESSURE MAXSIZE TYPE NONE +/-70 56 x 91 A TITLE: GLAZING-IMPACT NONE +/-70 53 X 76 B 'z� +Q•; :cc=STATE. dP ;�tu= ERIES: 6500 DRAWN BY:ADE DATE: 2/15/2012 � v-' 12/15/2011 NONE +70/-90 53 X 76 C PROPRIETARYAND CONFIDENTIAL 11 11 O R it) (?�,�� MODEL: SCALE: DWG.NO.: 1793 +/-90 53x76 C WINDOWSTHE YSTEMSINCTION T ANY REPRODUCTION AINED IN THIS IINPART ORASA G IS THE SOLE PWHOLEwlnOUTTHE ����/SIOIUp`���� PVC DOUBLE HUNG REV.LETTER: SHEET: CWS-695 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. 3 OF 8 r. 18 2 15 41 5 INTERIOR 15 22 2 41 1r 3 B32 0000 �� 15 � 18 a❑�� O�O 2 1 34 ❑ L ❑ 9 II II 35 5 6 EXTERIOR 15 6 2 40 44 INTERIOR 2 SECTION VIEW B-B 19 r 1 7 2 1 40 Ic' 27 8 19 I 15 I� 7 33 6 9 THIRD POINT THIRD POINTS 37 30 3 1 It 45 19 r, I TOP LOCK LOCATION EXTERIOR 14 c 4 10 16 � 2 13 rl�a4 II d z zs 42 35 2 34 9 1.FRAMES MAY BE USED WITH OR WITHOUT FLANGE 1 (SEE INSTALLATION OPTIONS,PAGES 7,8) 32 2.MAXIMUM+70 D.P.WITH NO SILL RISER. 18 LUCAS A.TURNER,FL P.E.58201 3.ROTARY LOCKS AT SILL ARE OPTIONAL 31 0 0 18 .......... R✓ 2 ;VP� go" 4, W[NDOWVS&DOORS ALT.SILL LOCKS v 7� No 58201 :�i1 1900 SW 44TH AVE. SECTION VIEW A-A *; * ;*t OCALA,FLORIDA 34474 TITLE: SECTION VIEWS-53x76IMPACT 'SS STATE. OP �� ERIES: DRAWN BY: DATE: O T � 8500 ADE 12/15/2011 PROAENTWL THE 2/15/2012 �iCS•.0 Q R tO �j\\���INFORMATION CONTAINED IN THIS DRAWING NY REPRODUCTION WINGISTHE N PART OR AS APROPERTY WHOLE WITHOUT THE '� S� .(1(AMODEL: REV.LETTER: SHEET:SCALE' DWG.NO.:N\\\, PVC DOUBLE HUNG CWS-695 WINDOW SYSTEMS,N WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS.INC.IS PROHIBITED. 4 OF 8 r 18 2 15 41 5 INTERIOR 15 2 2 41 1 3 8 32 �0 000 15 2 8 19 8 2 1 , 34 ❑ L. 075I 9 35 25 6 EXTERIOR Li 15 6 2 40 44 INTERIOR 22 SECTION VIEW D-D 19 r 1 7 2 1 40 I" 2 8 1 I ,5 9 7 6 33 9 9 4 2 THIRD POINT THIRD POINTE 37 30 3 45 19 TOP 8 BOTTOM LOCK LOCATION EXTERIOR 2 10 16 5 35 2 34 1.FRAMES MAY BE USED WITH OR WITHOUT FLANGE (SEE INSTALLATION OPTIONS,PAGES 7,8) 1 32 2.MAXIMUM+70 D.P.WITH NO SILL RISER. LUCAS A.TURNER,FL P.E.58201 3.SILL ROTARY LOCKS REQUIRED OVER 76"TALL 31 18 ``����ptiOFiEby TG4�i {.Iq�GWIfZ 2 ;VP:��GENS�•.P2�q J WINDOWS 8 DOORS v. No 58201 A: 1900 SW 44TH AVE. SECTION VIEW C-C :*j # r OCALA,FLORIDA 34474 9: TITLE: SECTION VIEWS-56 x 91 IMPACT '9; STATE OF . 12/15/2011 �� i C!. �(�� ERIES: DRAWN BY: DATE: IDENTIAL 2/15/2012 �'�'. L p? \ THE INFORMATION CONTAINED N�THIS DRAWING OIS THE SOLE PROPERTY OF CUSTOM T C'R•' �?, MODEL:PVC DOUBLE HUNG SCALE:8500 ADE DWG.NO.:CWS-695 WNDOW SYSTEMS,INC.WRITTEN PERMISSION OF ANY WINDOW SYSTEMS,INREPRODUCTION IN C IS PROHIBITED. THE iSiONfolts �� REV.LETTER: SHEET: 50F8 PART# IDESCRIPTION VENDOR MATERAIL OTE:ALL ALUMINUM EXTRUSIONS ARE 6063 T 1 I H-6089 OUTERFRAME MIKRON PVC 51/16" 21 H-6090 SASH PULL RAIL MIKRON PVC —113116-1 3 H-6091 SASH LIFT RAIL MIKRON PVC 2316' 4 H-6092 FIXED MEETING RAIL MIKRON PVC 1 4 4s 11" 5 H-6093 SASH SIDE RAIL MIKRON PVC 2 6 H-1787 PANEL REINF.SSR KEYMARK ALUM 1116 27/16" 7 H-1791 SCREEN FRAME KEYMARK ALUM 31/8" 2 112" 7116" 9 H-1798 SASH HD REINF.TOP/BTM KEYMARK ALUM1/16^ 10 S-1948 THRESHOLD w/WSTP KEYMARK ALUM OQO0000� 1116^ SCREEN FRAME-5154 111S-1790 INTERLOCK,EXT MTG RAIL KEYMARK .ALUM 11/16" 13 P-5165 CARRIER CALDWELL PVC SASH MTG RAIL-H-6092 PVC SASH PULL RAIL-H-6090 4 14S-1917 CARRIER BRACKET KEYMARK ALUM PVC FRAME-H-6089 1 5/16" 15 P-5152-53 SASH GUIDE,LIR ULTRALIFT M&M NYLON 16 P3309 WSTP:.210H x.187BACK ULTRAFAB 1 5/8" 1 5/16111.15/16 18S-6095 INSTALLATION HOLE FILLER MIKRON PVC II 19S-6096 GLAZEBEAD MIKRON PVC r 5 a 9 ALUM SCRN ASTRGL-1914 20 P-3028 1/8"SETTTING BLOCK FRANK LOWE RUBBER ___@) 1 5116" 3/16" 5/s" 1 5/16" 21 P-3159 #6 x 1-1/4"PH,FLAT,IEK @FMR FASTENAL STEEL � 118" 22 P3302 WSTP.-.330H x.187BACK ULTRAFAB 2, 1 5116" 24 P3541 #8 x 1/2"PH,PAN,TEK ROLLER,CARRIER BRK FASTENAL STEEL 11 @ 1/16" ALUM SBRISTR-H-1798 25 P3542 #8 x 1"PH,PAN,SMS @ KEEPER FASTENAL STEEL ALUM SSR-H-1787 26 P-4640 #8 x 1 PH,FLAT,TEK FASTENAL STEEL 27 P-5250 LOCK,SPRING.FLIPPER INTERLOCK ZINC PVC SASH SIDE RAIL-H-6093 ALUM INTERLOCK-1790 28 P3784 KEEPER,SPRING LOCK INTERLOCK ZINC 301 CLOSED CELL PAD,USED WITH 45 311P-4479 WEEP COVER M&M NYLON 3 5/16" 32 P-4984 #8 x 3/4"BINDING POST/SCREW FASTENAL STEEL 21/16"{ 1Ly 14 1/16" 33 P-4264 #8 x 3/4"PH,FLAT,TEK,W/#6 HEAD @ LOCK FASTENAL STEEL 13/16" 34 P-4752 SWEEP LOCK SULLIVAN ZINC 1/16" 19 35 P4952 SWEEP KEEPER SULLIVAN ZINC 19/16" 11/16" [�Jl 36 #12 x 2 HEX WASHER HEAD,SMS FASTENAL STEEL 10 37 P-3515 #8 x 9/16 FLAT PHIL SMS WHITE FASTENAL STEEL ALUM 1"ALUM SILL RISER-S-1793 ALUM BALANCER BRKT-1917 GLAZEBEAD-S-6096 38 PURFECT GLAZE H,SIKAFLEX 552 HENKEL/SIKH ALUM THRESHOLD-H-1948 39 GLASS SEE SHEET LOWER I 718" 1/16^ 40 GLASS SEE SHEET UPPER 41 BALANCER-ULTRALIFT CALDWELL 42S-1793 SILL RISER,1" KEYMARK ALUM -2 18 44 P5112 SPACER,KEEPER 45 P-5251 SASH END CAP,OUTER SASH M&M NYLON INSTALL COVER-S-6095 46 P-5154 SCREEN FRAME ALLMETAL ALUM 3 ,47,S-1914 SCREEN H-BAR IKEYMARK ALUM 112" 1116" PVC SASH LIFT RAIL-H-6091 LUCAS A.TURNER,FL P.E.58201 1111111111forl"�I, pSidEN `P�;��CENS•:G�P JVr• �• F •-��, WINDOWS&DOORS No 56201 /+� 1900 SW 44TH AVE. #j * OCALA,FLORIDA 34474 r FITLE: EXTRUSIONS/B.O.M.-IMPACT z� `g STATE. OF +' SERIES: DRAWN BY: DATE: 0�• �c �� 8500 All 12/15/2011 PROP14ETARYAND COWIDENTIAL 2/15/2012 � CS^• Q R 1 W���:� ODEL: SCALE: DWG.NO.: THE INFORMATION CONTAINED IN THIS DRAVONG IS THE SOLE PROPERTY OF CUSTNOTE:ITEMS 23&43 NOT USED IN THIS PRODUCT. WRITTEN aE MEMS,INC.ANY REPRHDN�W IN PARS.OIN AS WHOLE WITHOUT TOE �1""ONfA`� ,%% PVC DOUBLE HUNG REV.LETTER:2 SHEET: CWS-695 .6OF8 SEALANT BETWEEN BUCK 1 BY WOOD BUCK OPENING BY OTHERS BY OTHERS[A] 1 1/4'MIN.EMBEDMENT 1/4"MAX SHIM 1/4"MAX SHIM 2112._'MIN EDGE DIST. 1 BY BUCK BY OTHERS [C] IC] [A] [B] [B] CONTINUOUS DOUBLE 3116"BEADS OF SEALANT CONCRETEIMASONRY CONCRETEWASONRY AROUND PERIMETER AT ALL INDICATED 1318"MIN.EMBEDMENT BY OTHERS BY OTHERS POINTS BETWEEN FRAME AND BUCK [D] BY INSTALLER. EXTERIOR FINISH ��►.►'►.L. UDIST.[C] , BY OTHERS OR •'� MIN EDGE DIST. SEALANT BEHIND 1 1 1!4"MIN EMBEDMENT [D] FLANGE BY [C] • r - INSTALLATION ANCHOR, INSTALLER �� . � � it #12 WOOD SCREW. L2" • • [D] PERIMETERSEALANT CONTINUOUS DOUBLE 3116"BEADSIN BYINSTALLER DGE •�. 2 BY WOOD BUCK SEALANT AROUND PERIMETER ATIST.[C] • • BY OTHERS. INDICATED POINTS BETWEEN FRA • . [A] AND BUCK BY INSTALLER. •' %' �" �' ~�t< LANT BETWEEN BUCK INSTALLATION ANCHOR,1/4"DIA. AND OPENING BY OTHERS MASONRY SCREW. SEALANT BETWEEN BUCK [C] AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS EXTERIOR FINISH BY OTHERSSEALANT BEHIND PERIMETER SEALANT FLANGE BY INSTALLER BY INSTALLER PERIMETER SEALANT BYINSTALLER C HORIZONTAL SECTION B HORIZONTAL SECTION 7 FRAME(2X WOOD BUCK) 7 FRAME(MASONRY INTO 1X BUCK) ROWN TE:HEAD AND JAMB \ MILAR FOR 2BY INSTALLATION. y L INSTALLATION SAME AS BELOW. HIGH RISE SILL (OPTIONAL) SEALANT UNDER SCREW HEAD BY INSTALLER CONTINUOUS DOUBLE 3116"BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED SEALANT BEHIND POINTS BETWEEN FRAME AND BUCK FLANGE BY INSTALLER BY INSTALLER. REFERENCE NOTES: PERIMETER SEALANT i—[g]1/4"MAX SHIM [I BY INSTALLER [BI SEE NOTE 283,SHT 2 p••-•-• .• p _ [C]SEE NOTE 4,SHT 2 ••D- D- • • [DJ SEE NOTE 5,SHT 2 EXTERIOR FINISH -:p•• •• D•C D-F ]�4"MIN.EMBEDMENT BY OTHERS D• •►p�• • D •D ••p •D [C) LUCAS A.TURNER,FL P.E.56201 D p .•p �D D D:a D:D D.�. >-a ,�•�� PtiOPiE I'y ),.����i D : EN1g'•G.Q CONCRETEIMASONRY - —Z—1M MIN EDGE DIST. JG•' �' F fi�;. N7NDOWS&DOORS BY OTHERS [C] v No 582D1 :> 1900 SW 44TH AVE. INSTALLATION ANCHOR,1/4"DIA. .k OCALA,FLORIDA 34474 MASONRY SCREW[C] #' �.�y•7 .a: ;¢s TITLE, INSTALLATION DETAIL THRU FRAME-IMPACT L— 9 STATEOF SERIES: DRAWN BY: DATE: A VERTICAL SECTION 2/It$/2(112 �Q,p•••.c P ��� 8500 ADE 12/15!2011 T PROPRLETARYAND COWIDENTWL � Cr''•�O RiQ.•'��,�� MODEL: SCALE: DWG.NO.: FRAME(MASONRY) THE WINDOW SVSTEMSTION CINC?ANV REPRODUCTION INAINED IN THIS ISTHE SOLE PARTOR AS APROPERTY WHOLE WITOF CUSTOMHOUTTHE '��fV�S/0NA"�N1��` PVC DOUBLE HUNG REV.LETTER: SHEET: CWS-895 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. 7 OF B CONCRETE/MASONRY BY OTHERS 1 "MIN EDGE DIST. [C] 13/8"MIN EMBEDMENT SEALANT BETWEEN SEALANT BETWEEN BUCK [01 BUCKAND OPENING BY OTHERS AND OPENING BY OTHERS 1 1/4"MIN EMBEDMENT • • �, 1!4"MAX.SHIM C • • •.. . :::• B [ ] �' ft� •• 1 B WOOD BUCK [a] v w BY OTHERS[A] 2 BY WOOD BUCK BY WOOD BUCK BY OTHERS[A] BY OTHERS EXTERIOR FINISH 114"MAX.SHIM [A] BY OTHERS [B] 1/4"MAX SHIM [B] CONTINUOUS DOUBLE 3116"BEADS OF SEALANT PERIMETER SEALANT AROUND PERIMETER AT ALL INDICATED BYINSTALLER CONTINUOUS DOUBLE 3/16"BEADS OFPOINTS BETWEEN F E AND BUCK SEALANT AROUND PERIMETER ATALL �! BYINSTALLER. INDICATED POINTS BETWEEN FRAME ' - INSTALLATION ANCHOR, AND BUCK BY INSTALLER. ,i #11'WOOD SCREW. ' 1"MIN. INSTALLATION ANCHOR, INSTALLATION ANCHOR, - EDGE 4DIST. [/j "DIA.MASONRY ANCHOR. "DIA.MASONRY ANCHOR - [D] C [ ] •�. 2 1/2"MIN EDGE DIST. M [C] - 'i y Y y PERIMETER SEALANT BY STALLER 11/4_'MIN EMBEDMENT EXTERIOR FINISH BY OTHERS EXTERIOR FINISH [C] BY OTHERS SEALANT BETWEEN BUCK HIGH RISE SILL AND OPENING BY OTHERS (OPTIONAL) �E1 HORIZONTAL SECTION CONTINUOUS DOUBLE 3/16"BEADS OF 8 ALTERNATE BOX FRAME(MASONRY) �1 HORIZONTAL SECTION SEALANT AROUND PERIMETER AT ALL INTO IXWOOD BUCK 8 ALTERNATE BOX(2X WOOD) INDICATED POINTS BETWEEN FRAME D UCKBYINSTALLER. NOWN TE:HEAD AND JAMB 1!4"DIA.MASONRY ANCHOR, INSTALLATION ANCHOR, MILAR FOR 2BY INSTALLATION. PERIMETER SEALANT UNDER SCREW L INSTALLATION SAME AS SEALANT HEAD BY INSTALLER[C] BELOW. REFERENCE NOTES: BYINSTALLER 114'MAX SHIM [B] [B]SEE NOTE 2&3,SHT 2 EXTERIOR FINISH p •.• •• p C SEE NOTE 4,SHT 2 BY OTHERS D•� D�¢ •� • D D [D]SEE NOTE 5,BHT 2 • p.•• ••p••tD •�►D ►p • LUCAS A.TURNER,FL P.E.58201 p•P•D.C•D►�•D.C D. •••p ••►�' •• 11/4"MIN EMBEDMENT tttttt"tOFSrf"T�i�� •D► •C DD.•D -•D D.0 .Q D.e [C] t • -Z QP�;�`'�C F S' NSF X7NDON'S&DOORS CONCRETE/MASONRY 22.1/2"MIN EDGE DIST - No SBY01 =r'1;. 1900 SW 44TH AVE. BY OTHERS * ;*:OCALA,FLORIDA 34474 rD VERTICAL SECTION S b_ ;¢ TITLE: INSTALLATION DETAIL THRU FRAME-IMPACT 8 ALTERNATE BMASON OX FRAME( RY) y /- STATE OF :�� SERIES: DRAWN BY: DATE: 2/15/2012 %.( •,A, p:�� 8500 ADE 12/15/2011 PROPRIETARYAND COWIDENTI4L �I�CCs'tQ R1�?.•'���tt MODEL: SCALE: DWG.NO.: THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF WWINDOW RITTEN YSTEMS,INC. N OF CUSTOM TREPRODUCTION WINDOWS SYSTEMS,PART AS A IS WHOLE WITHOUT THEM If, �S�O[VA`tett`` PVC DOUBLE HUNG REV.LET-TER: SHEET: CWS-695 8OF8 I l M1AM!•DADE MIAbII DADE COUNTY,FLORIDA ® PRODUCT CONTROL SECTION DEPARTDIENT OF REGULATORY AND ECONONIIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADTvnMSTRATION DIVISION T(786)315-2590 F(786)315-2599 PTANCE NOA mviv.miamidade.gov/econogty MSCOPE. tries,Inc. treet 166 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 tine 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 t=-L.M.sl'. • ••i n e D +SC I N: Clipped Extruded Aluminum Tube �ullilouitw/and�v/o Steel ReinforL.M.I. PROVAL DOCUMENT: Drawing No. LAW--ML , itle "Aluminum Tu e through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E., bearing the Mianii-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control SS + I A T T : ar e uc Si ial iss'le in ac R si to t LABELING: Each unit shall bear a permanent Iabel 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 NOA No. 12-0127.07 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. Tile submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 14-0908.08 MIAMI-RADE COUNTY r ,�sc Expiration Date: May 30,2017 -�� 3. Approval Date: November 06,2014 t•J� Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. 'Manufacturer's die drawings and sections. (Sttbtttitted tinder previous NOA's No.'s 02-0501.05 and 95-1212.09) 2. Drawing No. LAW—ML-1001, titled "Aluminum Tribe Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision`B" dated 08/01/14, 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 previous 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 previous NDA No. 02-0501.05) 3. Test report 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—inch span aluminum tube mullions 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 raider previous NOA No. 02-0501.05) 4. Test report 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 previous 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. (Submitterl under previous NOA No. 02-0501.05) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA no. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 E-1 r . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTENUD) 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.FTI --1376, dated 01/31/96,signed and sealed by Gilbert Diamond,P. E. (Submitted under-previous 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—inch span mullion and a 45-inch 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 previous NDA 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 previous NOA No. 12-012Z 07) 2. Glazing complies with ASTM E1300--04/09 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 to and complying with FBC 51"Edition (2014), issued by manufacturer, dated 09/02114, signed and sealed by Thomas J. Sotos,P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance to and complying with FBC-2010, issued by manufacturer, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Sttbittitted tattler previorts NOA No. 12-0127.07) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.07) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,201,4 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (COWMUED) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18, dated 05/20/10, signed and sealed by Thomas J. Sotos,P.E. (Submilted raider previous NOA No. 10-0610.02) 6. Laboratory compliance letter for Test Reports No.'s 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. (Strbrttitted tuuler previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s 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 antler previous NOA No. 02-0501.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement -L.M.I.", approved on 03/29/12 and expiring on 05/30/17. Jaime D.Gascon,P.E. Product Control Section Supervisor. NOA No. 144908.08 Expiration Date: May 30,2017 Approval Datg: November 06,2014 E-3 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI—DADE q ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON—IMPACT PRODUCTS. 0 GLAZING _ HORIZONTAL MULLION 4 PRODUCT RECTANGULAR ALUMINUM TUBE MULLIONS e o y ANCHOR/CLIP MULLION 3 GLAZING USING MULLION PROPERTIES ONLY F,". 1 a C�[HORIZONTAL + a GENERAL NOTES: m o o 3; 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE3"'�' y z f 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDING + HIGH VELOCITY HURRICANE ZONE (HVHZ). z VERTICAL VERTICAL II o Z o 2. ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE vt w x o MULLION MULLION 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E:WIND LOAD,WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. �D II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS. = n INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. ti W _ GLAZING GLAZING GLAZING ¢ F GLAZING 3 PRODUCT PRODUCT PRODUCT j PRODUCT 4.WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 5 3 LOADS TO THE STRUCTURE. F a5.ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS D 3 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Q ANCHOR/CLI 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS p ARE NOT PART OF THIS APPROVAL. a' 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF (n o WOOD ANCHORS ONLY. w __ Wl W2 W3 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET pp MULLION SPAN MULLION SPAN THE REQUIREMENTS OF THE 2014 FLORIDA BLDG.CODE- SECTION 2003.8.4. E.1 U WIDTH (W) = Wl + W2 + W3 MULLION & CLIP NOTES: A ? 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET z 2 OF 10 FOR DETAILS AND NOTES. ANCHOR/CLIP ANCHOR/CLIP * REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS o HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEETol N N 4 OF 10 FOR DETAILS AND NOTES. ^GLAZING * REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS PRODUCT �`�` B. 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS VERTICAL 3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. ` MULLION + a * REFER TO SHEET .10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS z 3 v d R GLAZING GLAZING02 PRODUCT PRODUCT GLAZING ,' GLAZING II > d z z PRODUCT PRODUCT oz 3 3 VERTICAL N a o ANCHOR/CLI MULLION s = ANCHOR/CLIP o W1 wi wz W MULLION SPAN z� ,_ - y•� PRODU6TRBV{SBD WIDTH (W) = W1 + W2 (W) = Wl + W2 WIDTH 3�iidiiPBC da WtheFlorfda 2 2 AcctpLanwNo Q O8 �' '`G TYPICAL MULLION ARRANGEMENTS ;tinrnlF�la1'rodnctCbntiul� "'' C A 1.690 .062 1.500 W /IS, YP. -- A` 62 325 -O q 3.000 I T- E y 1.500 M°1 y•�� cn o ff A62 .1. N 1.405 4.000 4,000 115 1.732 ,y__ .125 y QO 4 3.000 13.062 3.000 .115 '�• N 2 X 4 TYPICAL -11 2.0D0 1.732 2.062 4400 STD,STMU2.000 L ZONE WINDOW FRAME I o Q Z O -9I NW 2 O 2X MULLION CLIP TT 00 M a o 6063-T6 .1883 I I .156 102 II` F-•1.000+1 I 102 IIIA EI. .156rI .078 � I NOTCH •L' 6.000 1.1 06;- t.lee F+L062--i 1.00-1 F--L062 z •L• OPTIONAL 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 W STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION p v MULLI0�1 6063-T6 6063-76 6063-T6 6063-T6 6063-T6 Ixx: 2.070 in4 Ixx: 1.000 in Ixx: 0.950 in! Ixx: 0.370 in Ixx: 0.330 in4 () a a Sxx: 1.035 in� Sxx: 0.667 in� Sxx: 0.633 ins Sxx: 0.370 in� Sxx: 0.330 ink 7y a 2.000 b ,7 V (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) '(FIN FRAME) NGE FRAME) Or i STANDARD TUBULAR SHAPES 2000 s wmplYiu ,YLIHt1>»l+latlda ® li TYP.WALL= 125'ALL Buldi0D C0 c i1 li ALLOY- 6063-T6 1.000 Au p1m,l'o 1. 6 .750 .125 C•c ira io D to [� 'j TYPICAL % 202 ry j GLAZING PRODUCT ,124 I�•�1.000-y qTg Ua."; tiuct� 7 1000 2.000--{ I I t�11I a #6 ZODO .125 2.250 :j I I�I.000�I ,125 `aF•l . .��JJ 4A00 rLf 6.000 3.000.1252. 4.500 1X MULLION CLIP 4A00 'a 2.Daa 3.Gso 4ADD 9._ o a 6063-T6LL 4 a 1 X 4 1 X 3 1 X 2 $ MULLIONS CONTAINING STD. TUBE MULLION STD, TUBE MULLION STD. TUBE MULLION L 'V TYPICAL GLAZING PRODUCTS sos3-Ts 6063-T6 sas3-Ts NOTCH OPTIONAL 2 X 6 2 X 4 4' 4 4 HORIZONTAL OR VERTICAL Ixx: 2.070 in. Ixx: 0.950 in. Ixx: 0.330 in. z u Sxx: 1.035 ink Sxx: 0.633 in Sxx: 0.330 in3 r $ STD. TUBE MULLION STD. TUBE MULLION m S� a a SEE WINDOW OR DOOR APPROVAL FOR 6063-T6 6063-T6 c a FASTENERS SIZES AND SPACING a a Ixx: 8.280 in4 Ixx: 2.980 in Sxx: 2.760 in Sxx: 1.490 ir� ;z° ' CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS ; �^ MULL L,. INSTRUCTIONS: USING MULLION PROPERTIES ONLY „1.. 1 X 2 1,688' USE CHARTS AND GRAPHS As FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE $TEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. 1 X 3 2.689' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD N., ' +• � .J� NOTCH L X 4 3.688' REOUIRELIENTS. �,� OPTIONAL b 2 2 X 4 3.688' STEP USE CONNECTION TO MULLION AS PER PRODUCT T APPROVAL NOTES; u` � - L: .125 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. '0 1. REFER TO THE GENERAL NOTES ON SHEETo6 zaoD USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. W. ' �'a L 1. ALL CLIPS AND ANGLES ARE TO FIT STEP S WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. o ANGLE CLIP 2, WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. w ' IINTO 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 F-2.000 6063-76 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. q TUBE MULLIO S TUBE MULLIONS TUBE MULLIONS Width w MULLSPAN 1X2 I 1X3 1X4 2X4 I 2X6 Wldth W MULLSPAN 1X2 1X3 I 1X4 2X4 2X6 Width(w) MULL'SPANJ 1X2 I 1X3 1X4 2X4 2X6 y o ;6� 18 150.0 150.0 150.0 150.0 150.0 18 28.3 61.5 150.0 150.0 150.0 18 19.3 42.1 60.5 150.0 o z 24 150.0 150.0 150.0 150.0 150.0 24 21.2 61.1 133.2 150.0 150.0 24 31.5 45.4 126.2 0 o Cl 30 123.0 150.0 160.0 150.0 150.0 30 17.0 48.9 106.5 150.0 150.0 30 25.2 38.3 100.9 O 36 102.5 150.0 150.0 150.0 150.0 36 tQ 40.7 88.8 127.8 150.0 36 21.0 30.3 84.1 n�I S 42 87.9 150.0 150.0 150.0 150.0 42 34.9 76.1 109.5 150.0 42 18.0 25.9 72.1 N a t, w 48 38-318" 76.9 150.0 150.0 150.0 150.0 48 74-114" 30.6 66.6 95.8 150.0 48 120" 15.8 22.7 63.1 OM2 z 64 68.3 137.6 150.0 150.0 150.0 54 27.2 59.2 85.2 150.0 54 20.2 56.1 020 y 60 61.5 123.9 150.0 150.0 150.0 60 24.4 53.3 76.7 144.2 �%2 18.2 50.5 e< 66 55.9 112.6 150.0 150.0 150.0 66 22.2 48.4 69.7 131.1 16.5 45.9 Z o o z 3 y 72 51.3 103.2 150.0 150.0 150.0 72 20.4 44.4 83.9 120.2 15.1 42.1 J Z q z 78 47.3 95.3 150.0 150.0 150.0 78 18.8 41.0 59.0 110.9 _ _ 38.8 co a o 18 89.3 150.0 150.0 150.0 150.0 18 56.3 122.8 150.0 150.0 18 31.6 45.5 126A 24 ,^ 67.0 150.0 150.0 150.0 150.0 24 Do 42.2 92.0 132.4 150.0 24 23.7 34.1 94.8 r 30 i W 53.6 142.3 150.0 150.0 150.0 30 33.8 73.6 105.9 150.0 30 19.0 27.3 75.8 a \q•`O 44.6 118.6 1 150.0 150.0 36 28.1 61.3 88.3 150.0 36 15.8 22.7 63.2 F 38.3 101.7 150 150.0 150.0 42 24.1 52.6 75.7 150.0 42 - 19.5 54.2 m 48 50.518" 33.5 89.0 145.4 150.0 150.0 48 84" 21.1 46.0 662 140.8 48 132" 17.1 47.4 U Q 64 29.8 79.1 129.2 150.0 150.0 54 18.8 40.9 58.8 125.2 54 15.2 42.1 Z vt $ 60 26.8 71.2 116.3 150.0 150.0 60 16.9 36.8 53.0 1127 60 37.9 ®~ m o B 66 24.4 64.7 105.7 150.0 150.0 66 15.3 33.4 48.1 1024 66 34.6 a # 72 22.3 59.3 96.9 139.5 150.0 72 30.7 44.1 93.9 72 31.6 r � 6 78 20.6 54.7 89.5 128.8 150.0 78 28.3 40.7 86.7 78 29.2 1 W iC W 18 62.6 150.0 150.0 150.0 150.0 18 37.7 82.1 118.3 150.0 18 24.3 35.0 97.4 a 24 46.9 135.1 150.0 150.0 150.0 24 28.3 61.6 88.7 150.0 24 18.3 26.3 73.0 F' 30 37.5 108.1 150.0 150.0 150.0 30 22.6 49.3 71.0 150.0 30 21.0 58.4 Ni 36 31.3 90.1 150.0 150.0 150.0 36 18.8 41.1 59.1 143.8 36 17.5 48.7 ] Q 42 26.8 77.2 131.1 150.0 150.0 42 16.2 35.2 50.7 123.2 42 15.0 41.7 A 48 57" 23.5 67.5 114.7 150.0 160.0 48 96" 30.8 44.3 107.8 48 144" 36.5 54 20.9 60.0 1 101.9 146.8 150.0 54 27.4 39.4 95.8 54 32.5 z 60 18.8 54.0 91.7 132.1 150.0 60 24.6 35.5 86.3 60 29.2 66 17.1 49.1 83.4 120.1 150.0 66 22.4 32.3 78A 66 26.6 72 15.6 45.0 76.5 110.1 150.0 72 20.5 29.6 71.9 72 24.3 Pu S i 78 41.6 70.6 101.6 150.0 78 19.0 27.3 66.3 78 22.5 w $o 18 ` 3 46.3 133.4 150.0 150.0 150.0 18 26.5 57.7 83.1 150.0 18 31.0 86.1 .. a 24 34.8 100.0 150.0 150.0 150.0 24 19.9 43.3 62.3 150.0 24 23.3 64.6 c M 30 27.8 80.0 160.0 150.0 150.0 30 15.9 34.6 49.8 136.3 30 18.6 51.7 " 36 232 66.7 125.2 150.0 150.0 36 28.8 41.5 113.6 36 15.5 43.1 r 42 19.9 57.2 107.3 150.0 150.0 42 24.7 35.6 97.4 42 36.9 �°, 0 48 63" 17A 50.0 93.9 135.1 150.0 48 106. 21.6 31.1 85.2 48 150" 32.3 e S N 64 15.4 44,5 83.4 120.1 150.0 64 - 19.2 27.7 75.7 54 - 28.7 " g 60 40.0 75.1 108.1 150.0 60 17.3 24.9 68.1 60 25.8 z z z 66 36.4 68.3 98.3150.0 66 15.7 22.7 62.0 66 23.5 72 33.3 62.6 90.1 150.0 72 - 20.8 56.8 72 21.5 78 30.8 57.8 83.2 150.0 78 19.2 52.4 78 19.9 m HORIZONTAL MULLION %'cLAziNG _ TYPICAL MULLION ARRANGEMENTS _ VERTICAL PRODUCT 3 ti MULLION ARCHES TO BE INSCRIBED <`p INSIDE RECTANGULAR SHAPE " N • '• %S;' Z r GLAZING GLAZING ¢ NOTE: PRODUCT PRODUCT MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCTRBVISBD C4 us complying will!dw Florida M GuzlNc GLAZING PRODUCT 3 CT PRODUCT (VERTICALLY OR HORIZONTALLY. ituildingCmde `• r, - INTERPOLATION BETWEEN WIDTHS ALLOWED Acctpinncel o a � Ea im al Le q��' ��`.•' / WIDTH (W) = Wi + W2 .iixnif..ade Product O�imirol w .••'' ,ze 2 ;t l l;ttts Wt W2 MULLION SPAN ` Fa r 1.690 L 7- .125 1.000 .062J .688 312 1.000 r510 to i .156 TYP. __ •125 '06 1 r .125 .688 •125 O q ,'t: 3.000 I M QO y 1.405 4.000 I .115F 0 v z4.00° 3.0003.00 3.°004A003.625 O STD. TUBETYPICAL 4.500 WINDW FRAMEZ2X MULLION CLIP a I$ o6083-T8I 102 4�1.°6z�1 156 1•°62d STD. TUBE MULLION 1X 3 a o rI� NOTCH 'L' 6.000 STD. TUBE 1 X 4 '4 OPTIONAL 1 X 4 6063-T6 ti MULLION STD. TUBE MULLION 1 X 3 CUSTOM MULLION CUSTOM MULLION 6063-T6 6083-T6 CUSTOM MULLION 6063-TB ,y � 6063-TC, 4 4 4 Ixx: 2.166 in! I%%: 2.216 Ino F �j Ixx: 4.709 in. Ixx: 4.709 in. Ixx: 2.168 in. 3 () o o Sxx: 2.355 in Sxx: 2.355 in3 Sxx: 1.445 in3 Sxx: 1.445 in. Sxx: 1.479 in3 z s o a 2.000 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) ®M o STANDARD TUBULAR SHAPES 2.000 R "7 ,j TYP.WALL=.125'ALL .I ALLOY- 6063-T6 1.58° I I �1 r-, _ .750 �I 11 W {� M .j TYPICAL \ N a N GLAZING PRODUCT EI U .100 2A00 ;A__I L000 1.625 2A00 •125 2.250 D 4.000 y r4 'I 6.000 812 S.M.S. H 012'O.C. 4400 .125 4.500 ee a 1X M .ION IP 3.000 4A00 3.625 9�i 6083-T6 MULLIONS CONTAINING v $ 4 0 ,L, NOTCH �(L TYPICAL GLAZING PRODUCTS C4X5.4 „ o OPTIONAL HORIZONTAL OR VERTICAL PRODUCI'REVISED m as muplylopAdi the El°ride v o SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 DUR61ng Codc _ 'O FASTENERS SIZES AND SPACING STD. TUBE MULLION STD. TUBE MULLION A-�,,, -No o a L• Imli 0 DM _ O > '� SG 6063-T6 6063-T6 m Ixx:19.648 in! Ixx: 7.649 in z a CLIP LENGTH Sxx: 6.549 in Sxx: 3.825 ire ALUMINUM ndo Product Control a '� RECTANGULAR ALUMINUM TUBE MULLIONS MULL "L.. INSTRUCTIONS: USING MULLION PROPERTIES ONLY USE CHARTS AND GRAPHS AS FOLLOWS. .SSStf Tsil srirtA 1 X 2 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. •. /F r� 1 X 3 2.688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE yNs �,;. v•`, STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ADM LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. NOTCH 1 X 4 3.688' REQUIREMENTS. T--- OPTIONAL 2 X 4 3.688' .STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT ;0 .'. APPROVAL �- • 'y 9W�' :) .�. -.125MIN. 2 X 6 5.688' STEP 4SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET �3oc �l 2°00 USING CHARTS TI SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. o _ I 1. ALL CLIPS AND ANGLES ARE TO FIT STEP SYATH DESIGN RAZING MORE THAN DESIGN LOAD SPECIFIED 2• MULLIONS MAY BE ORIENTED VERTICALLY OR � �'• •. L SNUG INTO TUBE MULLIONS. IN STEP I ABOVE. o ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUGUSING ANCHOR TYPES ON SHEET 8 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. a 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 I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. a A >v STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS on Width(w).1 MULL SPAN 1 1 X3 1 1 X4 2X4 I 2X6 Width w MULL SPAN 1 X3 1 X4 2X4 2X6 Width w MULL SPAN 1 X3 1 X4 2X4 2X6 y p a 18 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 150.0 18 44.0 95.7 150.0 150.0 o z 24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.8 116.6 150.0 o q 30 150.0 150.0 150.0 150.0 30 111.6 150.0 150.0 150.0 30 26.4 57.4 93.2 150.0 Oh 36 150.0 150.0 150.0 150.0 36 93.0 150.0 150.0 150.0 36 22.0 47.8 77.7 150.0 Moi S 42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 66.6 150.0 a m v 46 38.318" 150.0 150.0 150.0 150.0 48 74-114" 69.7 150.0 150.0 150.0 48 120 16.5 35.9 58.3 149.7 0&. Z P� 54 150.0 150.0 150.0 150.0 54 62.0 134.6 150.0 150.0 54 31.9 51.8 133.1 0 o1 o e d 60 150.0 1 150.0 150.0 150.0 6055.8 121.2 1 150.0 150.0 60 28.7 46.6 119.8 66 150.0 150.0 150.0 150.0 66 50.7 110.1 150.0 150.0 66 26.1 42.4 108.9 72 150.0 150.0 150,0 150.0 72 46.5 101.0 160.0 150.0 72 23.9 38.9 99.8 'n W= Z O 78 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150.0 78 - 22.1 35.9 92,1 ro s It ' o 18 150.0 150.0 150.0 150.0 18 128.4 150.0 150.0 150.0 18 33.1 71.9 116.8 150.0 24 150.0 150-0 150.0 1 150.0 24 96.3 150.0 150.0 150.0 1 24 24.8 53.9 87.6 150.0 v� I 30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 150.0 a 114 w 36 150.0 150.0 150.0 150.0 36 64.2 139.5 150.0 150.0 36 16.5 35.9 58.4 150.0 z 42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 - 30.8 50.0 126.5 E" � 48 50518" 150.0 150.0 150.0 150.0 48 84" 48.2 104.6 150.0 150.0 48 132" 27.0 43.8 112.5 a 54 150.0 150.0 150.0 150.0 54 42.8 93.0 150.0 150.0 54 24.0 38.9 100.0 z 60 150.0 150.0 150.0 150.0 60 38.5 83.7 135.9 150.0 60 21.6 35.0 90.0 ®~ o 66 147.7 150.0 150.0 150.0 66 35.0 76.1 123.6 150.0 66 19.6 31.8 81.8 72 135.3 150.0 150.0 150.0 72 32.1 69.7 113.3 150.0 72 18.0 29.2 75.0 78 124.9 •150.0 150.0 150.0 78 29.6 64.4 104.6 150.0 78 16.6 26.9 69.2 18 150.0 150.0 150.0 150.0 18 86.0 150.0 150.0 150.0 18 25.5 55.4 89.9 150.0 a a pWq 24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 24 19.1 41.5 67.5 1 150.0 h 30 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 150.0 30 15.3 33.2 54.0 138.6 1 a 36 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 36 27.7 45.0 115.5 42 150.0 150.0 150.0 150.0 42 36.9 80.1 130.1 150.0 42 23.7 38.5 99.0 A o 48 57" 150.0 150.0 150.0 1 150.0 48 96" 32.3 70.1 113.8 150.0 48 144" 20.8 33.7 86.6 z 54 137.0 150.0 160.01 150.0 54 28.7 62.3 101.2 150.0 54 18.5 30.0 77.0 H 60 123.3 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0 60 16.6 27.0 69.3 66 112.1 150.0 150.0 150.0 66 23.5 51.0 82.8 150.0 66 15.1 24.5 63.0 72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 22.5 57.8 ° Io 78 94.8 150.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 - 20.8 53.3 4 a$4 18 150.0 150.0 150.0 150.0 18 60.4 131.2 150.0 150.0 18 22.6 49.0 79.6 150.0 m X 24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 24 16.9 36.7 59.7 150.0 " o 30 150.0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 30 29.4 47.7 122.6 H 36 150.0 150.0 150.0 150.0 36 30.2 65.6 106.6 150.0 36 24.5 39.8 102.2 r 42 130.5 150.0 150.0 150.0 42 25.9 56.2 91.4 150.0 42 21.0 34.1 67.6 m v" 48 63" 114.2 160.0 150.0 150.0 48 108" 22.7 49.2 79.9 150.0 48 150" 18.4 29.8 76.6 a 54 101.5 150.0 150.0150.0 64 20.1 43.7 71.1 150.0 54 16.3 26.5 68.1 z z 60 91.3 150.0 150.0 150.060 18.1 39.4 64.0 150.0 60 23.9 61.3 i 66 83.0 150.0 150.0 150.0 66 16.5 35.8 58.1 147.0 66 21.7 72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 - 19.9 78 70.2 131.4 150.0 150.0 78 30.3 49.2 124.4 78 18.4 47.2 HORIZONTAL MULLION ;�ttt4111171,tIZ %'cLAzwc TYPICAL MULLION ARRANGEMENTS _VERTICAL PRODUCT � 3 ..-. •'�::'r, MULUON ARCHES TO BE INSCRIBED 'F INSIDE RECTANGULAR SHAPE ��N; N q_ GLAZING GLAZING a� NOTE: PRODUCT PRODUCT a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRomplyi RRVISED k ��', to N a�wnydying wid�lhn Flatidu - 3 VERTICALLY OR HORIZONTALLY. BuDdlnrCode R _ GLAZING GLAZING (INTERPOLATION BETWEEN WIDTHS ALLOWED) Amplo"n o° o PRODUCT PRODUCT °y` Q� W1 W2 WIDTH (W) - W1 + W2 �L---- a bliaml lludc Plodua Control MULLION SPAN 2 A y 5/16'TAPCONSMIN. EDGE DIST. 'TAPCONS 2-3/16" CONCRETE OR A EDGE GIST. 2 PER CUP 1 ON EACH WING 1-1/2'MIN.WOOD PENETRATION Tq •. ( ) 1 PER ANGLE 4" OLLOW BLOCK 5/16'TAPCONS 5/16'TAPCONS 0 1-3/4'MIN.EMBED INTO MA�ZNG) 1-]/4'MIN.EMBED INLO I1ASOHRY T��7 3/4" 4 PER CLIP(2 ON EACH 2 PER AN D 4 b+ MIN. I� I I I.1' I, m20 m li it i it I I I I z Zi IL-�I II 11 11 I II 11 O q C) ----------- I -------- j j 1X FLOATING CLIP II 1 2 X 2 X 1 8' 2 7/16" II 11 1 11 N W= ti O N I I 2 BY I I ALUM ANGLE MIN. �lFIJI jl \ I I WOOD BUCK I I I I m 03 1 BY I� ;J I I I I 2 X 2 X 1/8' I ------------- W000 BUCK f I 1X FLOATING CLIP a ' A 1 I I I I I I I I I U V ALUM ANGLE I I ' I I I I3/4" E- EDGE y EDGEMIN. 5/16'TAPCONS ANCHORS TYPE 'D' INTO BLOCK`` U DIST. 1-1/2'MIN.WOOD PENETRATION 1 Z f - - 1 PER ANLL ANCHORS TYPE 'G' (INTO CONCRETE) ®N p ALL CLIPS AND ANGLES TO IT SNUG 4 ANCHORS THRU 1X BUCK N o iv INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK I \z 1'x4" & 2'x4" MULL � I I TAPCONS MAY BE HEX OR FLAT HEAD. W � a MIN. EDGE DIST. EI U a 1 1 i i i 2-3/16" CONCRETE OR to a 4" HOLLOW BLOCK 5/16'TAPCONS 5/16'TAPCONS I I I / 1-3/4'MIN.E'MBFD INTO MASONRY A 1 1 1-3 4'MIN.EMBED INTO MASONRY BY27.2 /8" 2 PER CUP(1 ON EACH WING) 1 PER ANGLE WOOD BUCK 11 II ALUM ANGLE I I LLII ll f, 1 I 1 I .I.. \Z .•1 .�\Z I... . I ' ALL CLIPS AND ANGLES TO FIT SNUG 'e `� t •'M ALTERNATE INTO TUBE MULLIONS. v ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. I I I a ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD II Ii II 1 s t leyI�_�1 2x2x1 u ----------- -------- WOOD BUCCK jT 'j -IX FLOATING CUP III I I ALUM ANGLE o O L-ER 5/16'TAPCONS I I I I L L a TWa3 2'MIN.WOOD PENETRATION 5/16'TAPCONS , I I I 1 1 a 1-1/2'MIN.)MOOD PENETRATION I 1 I I I I s° DIST. R CLIP(2 ON FACH WINO) 2 PER ANG IE 1 I I I I I u y I 1 o y X X ZT. . ANCHORS TYPE 'C' (INTO BLOCK)� ANCHORS TYPE 'E' ,INTO CONCRETE2 ANCHORS THRU 1X BUCKINTO CONCRETE OR BLOCK '2 x 2 x 1/8' 1 CUP I I 11 ALUM ANGLE 1 U 4 I 1 v :!i 7WPRODUCT REVISED wlnplytn8wkk the Flodh 30 I I F---------i Building coat 4�OC.�'OV.OS oTn " ' j Acn:ptmtcc No �s /l/ �A!1c1•�ff �0�•1,`- 'I E�pimti0l�Dn � ZQi� � `-•��':•• ,.•, �� ,�Ij ANCHORS TYPE ALTERNATE )-- �•� 4 ANCHORS INTO WOOD ANCHOR LOCATION Mia -Nde Pmducl Cantml 'J,T:;-,::"-•"y d Ll MIN. EDGE DIST. e MIN. EDGE DIST. 5/16'TAPCONS 2-3/16" CONCRETE OR Tn 2-3/16" CONCRETE OR 1-3/4'MIN.EMBED INTO MASONRY 4" OLLOW BLOCK o 4 HOLLOW BLO K 2 PER 3U;(�ON EACH WING) 5/16'TAPC S 5/16'TAPCONS 5/16'TAPCONS W / 1-3/4"MIN.EMBED IMO NRY1-3/4'MIN.EMBED INTO MASONRY 1-3/4'PAIN.EMBED INTO MASONRY p A F MIN, 1 P ANGLE 3/4" 4 PER CUP(2 ON EACH WNG) 2 PER ANGLE p IN. �..., Moo y z •'I M .'I - '.f..�, 'f •.T y 1 .:t.•• t 1 M 'I '1 I O n A n cl O W ..II`•II •Ilall �• •11,11 `fell• Z�Z q z I I I O ErE ORI[_'I CONCH OR I I 11 II I CONCRETE OR XX I CEME BLOCK II 11 < IIIL�—_A..I1I CEMENT BLOCK IL 1� --------- CEM CR BLOCK Ll J II 11 ALUM2ANGLE6• -- -------- f l 11 I I ALUM 2ANGLE� a q I I I I E. J I 2 7 ,6 I U u x, 1 1 I I I EL NC CUP I I N FLOATING CLI I 1 I I •, MIN. I 1 I I � W O �dd I I I I I I I I L I I I I 'Cl 3 1/ ' E+ MIN. z e. MULL -.'A:-� •.\Z MULL ®H o g ANCHORS PE 'C' INTO BLOCK ANCHORS TYPo E INTO BL K 1 W It ANCHORS TYPE 'F' INTO CONCRETE ANCHORS TYPE 'G' INTO CONCRE a U 2 ANCHORS INTO CONCR OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK EI R i 1".4" & 2"x4" MULL (Fn� ---------- I ✓ L ALTERNATE MULL •� 1 1 ANCHOR LOCATION Q MULL FLOATING C r I I t T-1 -------- - N --- CONCRETE OR tg II 1 1 I N CEMENT BLOCK I I i t II 1 4 1jy N 5/18' ONS• I I ' � I- - u 4 N.EA D • I-• 'I` - M ' 1 .' ' I • S[ 0 MASON .� R CUP 1 ON EACH YANG) - 5/16'TAPCONS I i I INTO MASONRY 112 S PERMANGLE 1-344PE IN.UPA(Y ON EACH WING) l e I 1 I III 3 I � r---'f I h a• I 1 a• 1 I Y I I� pLWG� _. .;. _r. ALLCLIPS AND ANGLES TO FIT UG I I II II II INTO TUBE MULLIONS. TAPCONS MAY BE HEX 0 FLAT HEAD. PRODUCT REVISED DJll�' •jjl u;cmnplying fvidl the FWTida �.':�.� '-,�• Ifuitding Codc Z I •I IPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED AcccplmwNo_ "_Oq�V•O� � E:<�� "� ,•., • 1 M I 1 W FN ALKALI-RESISTANT COATINGS,jSUCH AS BITUMINOUS PAINT OR a Do O ZD,� a -`�'•''�--� WAT -WHITE METHACRYLATE LACQUER. 5/16'TAPCONS 1-3/4"MIN.EMBED MIam1 3nd6PmductConlra � INTO MASONRY— 1 PER ANGIE A Y MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16" CONCRETE OR 2- 16" CONCRETE OR HOLLOW BLO K 3-3/4" 5/16'TAPCONS 4" OLLOW BLO K 3-3/4" 5/16'TAPCONS 1-3/4"MIN.EMBED INTO MASONRY MIN. 1-3/4"MIN.EMBED INTO MASONRY O MIN. 4 PER CUP(2 ON EACH WINO) 4 PER CUP(2 ON EACH WING) o q h �'. CLIP LE TH 1 K a rn v w Nil A MULL 2 X 4 3.688' z>v k 2 6 5.688' 0 C) Z 0 \10OD a2X6 MULL 16'TAPCONS N-3/4'MIN.EMBED INTO MASONRY \ 2x6 MU 5/16"TAPCONS 'y '8 A _________________ ___________ PER CUP(2 ON EACH WING) 1-3/4'MIN.EMBED INTO MASONRYW 7.1 3/4" 4 PER CLIP(2 ON EACH YANG) rMIN. ------ ------ 1 3/4IMIN. 3/4i z I z O O 2X6 MULL _ O CLIP LENGTH 2X6 MULL _ r, 2x6 MULL d W H ----------- MULL L„ \z 2 X 4 3.689' G�----------- A. \z_ \Z U] w 2 X 6 5.688' MIN. ANCHORS TYPE 'E' (INTO BLOCKI i o 5 11/16" ALL LIPS AND ANGLES TO FR SN INTO UBE MULLIONS. NCHORS TYPE 'E' (INTO BLOCK) TA Y BE HEX I FIA HEAD. ANCHORS TYPE 'H' (INTO CONCRETES BUCK i 4 ANCHORS THRU IX BUCK INTO CONCRETE OR BLOCK ANCHORS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIREC TO MAS RY TO BE PROTECTED a x o 0 ANCHORS INTO CONCRETE or BLOCK WITH ALKALI-RESISTANT COATINGS, SUCH BITUMINOUS PAINT OR 2'xs" MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. 2'7(6" MULL SHOWN Y= u 121 eg ', y1;L1;;TasT:lr� PRODUCTRUVISBD rr//aa iI=�".J o - sOV:!- 3scemplyingvPonlheF Lida IADucllgd-ceclddco:/l� O O Q O�^+ poaF��T�ii•�''% �% ' - ' h•e •,IilI zo2� �Baa1113adc Produoi Comm) Q A w MIN. EDGE DIST. 5/16'TAPCONS p 2-3/16" CONCRETE OR 1-3/4'MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH y 4' HOLLOW BLO K 4 TOTAL(2 ON EACH WING) MIN. 'r MULL "L" MZ V, 1 X 2 1,688' 2 1 X 3 2.688' +i I X 4 3.688' o� v o .2X4 3.688' 000 2 X 6 5.668' 2 7/16" i i i i i z 0 0co MIN. 1 zxa or 2x6 lAull I t 1 I 1. ALL CLIPS AND ANGLES ARE TO FIT z q z I I I I 1 I 2%2 X 1/a" SNUG INTO TUBE MULLIONS. N w x 2 o Lj Li ALUM ANCLt 2. WHERE ANGLES ARE NOT FIT SNUG oo M(L q o I I 1 I INTO TUBE MULLIONS, SEE OPTIONAL I ANCHOR[DETAIL AT SHEET 9 OF 10. �+ A PQ z A 14 S.M.S. !; CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/CHANNEL TUBE MULLION F 1~ WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHITE METFU,CRYLATE LACQUER. - () _______ ________ cr z MIN. EDGE DIST. A rn 2-3/16" CONCRETE OR N p W 4' HOLLOW BLOCK J12 F.H.S.M.S. EE++ 2/SIDE 1 1 w F 1/8"THICK ALUM CiWLION I LENGTH TO FR SNUG INTO MULLION j j TUBE MULLION FI U a \Z TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE H LOCATION OF SCREWS CONNECTING - CAULK JOINT AFTER ASSEMBLY ANGLES TO TUBES WHERE ANGLES iv j14 FH SMS ARE NOT FIT SNUG INTO TUBE 1 I I I ACCESS HOLE 2 PER CUP H MULLIONS. i I I I 1-1/2'O.C.MIN. O I I I I a 5/8"(2) ----- --- ------ ----- R I I 1 I 1 I � 5/16'TAPCONS 014 SMS j 3n u S 1-3/4'ADN.EMBED INTO MASONRY 4 PER ANGLE 2 PER ANGLE I I ------ ----- ------ ----- n c. 1 �. 2 X 2 X 1/6" THIS SCREW CAN BE I j u a ALUM ANGLE INSTALLED IN EITHER-1 I 812 FH SMS I 1 2 PER CLIP Oj. i DIRECTION q�/I 1 1 v, v dIy I I 1"O.C.MIN. I z z I I tl 1-3/4'X 2'X 1/8'(FOR 28Y TUBE) \Z 3/4'X 2"X 1/8'FOR('BY TUBE) ALUM ANGLE M CUT TO FIT SNUG INSIDE TUBE -- --- ------ ANCHORS TYPE 'I' P4 �v METAL TO METAL CONNECTION Hal' �( 7 '�,:• USE CHARTS FOR ANCHOR TYPE T TO VERIFY CAPACITY OF CONNECTION rn � - rafik ':•' .; PRODUCT RFV ISBD p ti�. :••,`' a:CUIaj1yIng Wllh III-Florida - 3-3/4�� ALL CLIPS AND ANGLES TO FIT SNUG RI'ilniaGCo:lc ,/• OQ O8 °� �y, r�- "�„ , j I Aeteplm":No MIN. INTO TUBE MULLIONS. F ,'•m,Jc, Q r/ �� 4'- ' OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. (L 201 T ° •:•' '} 1 3/4" MIN. ANCHORS INTO CONCRETE OR CEMENT BLOCK x1i;n11iLa6eT'iodaclCbnOOI A