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HomeMy WebLinkAboutPRODUCT APPROVAL ,I r PARADISEEXTERIORS "Building Our Quality Reputation' One Customer At A Time SCC131150472 -Property Information BuildiAg Information Owner: WILLIAM&JEAN JUDD Wind Zone: 170 MPH. Address: 6603 DELAND AVE Exposure Category: C FORT PIERCE,FL 34951 Minimum Building Dimension: 29 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 36 61 7 36.8 -40.0 _....__......- - - - .............. . _..- ---.— ......... ....._. .....----- ....... ..- - — .............. _ ........ __ - 2 Int 36 61 7 36.8 -40.0 3 Int 37 36 - 7 37.8 -41.0— -- -----......--- ................- - -......_.. - ....................._..- - .........---- ........ _._....._. -- _.... --- 4 Int 37 17 7 37.8 -41.0 5 Int 35 61 7 36.8 -40.0 .-.............--- -............................-- _..-.-.... - --- . ................_.. -..-........--- 6 End 35 61 7 36:8 -48.7 7 Int 35 36 7 37.8 -41.0 8 Int 35 _ 61 _ 7 36.8 -40.0 9 Int 35 61 7 36.8 -40.0 ii it Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 .:i WINDOW & DOOR OPENING INFORMATION A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer 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. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING SHUTTERS NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF DIMENSIONS MULLION REQ Y/N SIZE REQ Y/N/NA 1 Int window 7/8"Lami lG FL15780.3 45 50 36.8 -40.0 1 -54 x 76 36x61 YES No _. 2 Int window 7/8"Lami lG FL15780.3 45 50 36.8 -40.0 54x76 36x61 YES No 3 Int window V Lami IG FL13010.4 55 55 37.8 -41.0 48x72 37x36 No No 4 Int Window I"Lami IG FL13010.4 55 55 37.8 -41.0 48x72 37x17 No No 5 Int Window 7/1"Lami IG FL15780.3 45 50 36.8 -40.0 54x76 35x61 No No 6 End Window 7/8"Lami lG FL15780.3 45 50 36.8 -48.7 54x76 35x61 No No 7 Int Window 7/8"Lami lG FL15780.3 45 50 37.8 -41.0 54x76 35x36 No No 8 Int window 7/8"LamilG FL15780.3 45 50 36.8 -40.0 54x76 35x61 No No 9 Int Window 7/8"Lami lG FL15780.3 45 50 36.8 -40.0 54x76 35x61 No No Florida Building Code Online Page 1 of 3 ' a arj�- s _ ._ Florida DepaverO BCIS Home j Log In I User Registration 1 Hot Topics Submit Surcharge Stats&Facts Publications ¢ FBC Staff BCIS Site Map Links �eSearch Business(, � @USER: Professi—al PubllAppr oval Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail r ` FL# FL15780-R6 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-3400 Ext 1109 j ti n ke r@ soft-l i te.co m Authorized Signature Vivian Wright rickw@rwbldgconsultants.com i Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email I Category Windows Subcategory Double 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 Lyndon F.Schmidt,P.E. the Evaluation Report l; Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12/31/2017 Validated By Ryan 1.King,P.E. Cil Validation Checklist-Hardcopy Received Certificate of Independence FL15780 R6 COI CERTIFICATE OF INDEPENDENCE odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/W DMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 TAS 201,202,203 1994 I Equivalence of Product Standards Certified By Sections from the Code 'I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e:l SAInEO... 7/20/2016 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/30/2015 Date Validated 10/30/2015 Date Pending FBC Approval 11/02/2015 Date Approved 12/15/2015 Summary of Products FL# Model,Number or Name Description 15780.1 a."Imperial LS DH12"Double Hung Extruded PVC Double Hung Window-(X/X Configuration) Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 II INST 15780 1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.1 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.1.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.2 b."5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 II INST 15780.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.2 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.2.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. j 15780.3 c."5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15780 R6 II INST 15780.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.3 for Design Pressure Ratings,any FL15780 R6 AE Eval 15780.3.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particu ars. 15780.4 d."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 II Inst 15780.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.4 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.4.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.5 e."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 II Inst 15780.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.5 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.5.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e l SAInEO... 7/20/2016 Florida Building Code Online Page 3 of 3 electronic mall to this entity.Instead,contact the office by phone or by traditional mall.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 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 are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: E_ M Credit Card Safe i 'i II II I 4 I i� https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgt3e 1!SA1nEO... 7/20/2016 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry 1J C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product / Report / / i/ / ! 29,2015 Product Category Sub Category Manufacturer Product Name I Soft-Lite LLC "5400 DH54(1354115)'•' Windows Double Hung 10250 Philipp Parkway Double Hung Window Streetsboro,OH 44241 "Impact" (330)528-3400 Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt, P.E.(System ID#1998) for Soft-Lite LLC based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval processl'of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FSC)structural requirements including the"High Velocity Hurricane Zone". 2• Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant coverinq. 4. When used in areas outside of the"HVHZ°requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an.impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1669.1.2.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL 15780.3 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for"HVHZ". 8. See drawing FL-15780.3 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 03001478 TAS 201,202&203-94 Testing Evaluation Lab-Inc. William B.Shelton,P.E. TEL 03001302 TAS 201,202&203-94 Testing Evaluation Lob.,lnc. William B.Shelton,P.E. TEL 03001303 AAMA/WDMA/101/I.S.2/A440-08 Testing Evaluation Lab.,lnc. 1 V.K.Wright TEL 03001304 ASTM E 1886-05/E 1996-06 Testing Evaluation Lab.,inc. V.K.Wright 2. Miami Dade NOA Materials Testing 14-0423.16 Saflex°PVB Interlayer(Eastman Chemical Company) 15-0528.13 PVC Extrusions(Vision Extrusions Ltd.) 3. Drawinq No. Prepared by. Signed&Sealed by No.FL-15780.3 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt, P.E. 4. Calculations Prepared by9a®aQaQQQpp© Signed&Sealed by ASTM TrichorE1300 Glass Load L doning llF.Schmidt, IP.E. Inc.(CA#9813) ��011 GCH),bjt ?,f Lyndon F.Schmidt,P.E. 5. Quality Assurance ®® Vo°°�G $ '•e `°�� Certificate of Participation issued by Farabaugh Engineering and m0 ©m Testing, Inc,certifying that Soft-Lite LLC is manufacturing products a° C 43449 m within a quality assurance program that complies with ISO/IEC e o o 17020 and Guide 53. ` m'l7 0 ® STATEe� °. �F ,' e e o 0 0 09 sc�:�C �g 000 ,! LyndonF.FL Sc midi,P E . 10/30/2015 Sheet 1 of 1 ♦`,Nis r/ * / t o -teft-� =z: _d) d W-Windows ---SEE CHART FOR z 4.'`O`w o m O _' _ _ FRAME SIZES � ��i��••'••... ... '��J\ �o m m Brbtgi?zg c wilit , to light. I'll/ . M 10250 Philipp Parkway to M,m _ -Streetsboro.Ohio 44241 X 4 v i MO "5400 DH54 (G5405)' 'd=a Y m d D. 4 fD DOUBLE HUNG WINDOW X o cz 8 3'd '7M PACT' w GENERAL NOTES 1. This product has been evaluated and is in compliance with the5th Edition(2014)Florid Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone" W ¢" (HVHZ). � 73LU ig w � I N N 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. '` S � o al a a 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. �// W 4. When used in areas outside of the"HVHZ'requidng wind borne debris protection this z product complies with Section 1609.1.2 of the FBC and does not require an impact resistant F covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM o R N El 996 and Section 1609.1.2.2 of the FBC. Cn 5. For 2,stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. y Q 6. Site conditions that deviate from the details of this drawing require further engineering o analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for"HVHT'. Vz DESIGNP0TABLE OF CONTENTS SHEETR DESCRIPTION DAM 6124113 1 Typical elevations,design pressures and general notes 54.0 X 7d.0" 45.0"x32.31" Gl,G2 +45,Q -50 0 N.T.S. ° g2 Horizontal cross sections M.er: JK m 3 Vertical cross sections 54.9'X 76.0" 45.0"x 32.31" G2 +60.0' -65.0• aHN.BY: LFS ; q Buck and frame anchoring DRAWING NO.: C 5 Bill of materials,components and glazing details •Aluminum bar reinforcement(Item#31)required FL-15780.3 0 n for Design Pressures>+45/-50 psf. sNrfr 1 K 5 0 C7 K I I R:\Clients\Soft-Ute Pennanent\A-Florida Product App—ais\FLAS780 Double Hung\C-Drawings\FL 15780 Drawings(2014)\FL-15780.dwg,2.3 7-_ a A n oro I 3 3 N Z Z c8 S o 0 n 2 3 0 • R Co G rn 22H 6 0 o n n o� Q�e J 0. H y I u 0 O dOC= W W m � a , F.A 4. 4.1 N N n rn N n O CU 0 �o oy ❑o o �doa dao I i.l I Oo '... rn O A ❑ Z a o � o y DIDoO doo y doo rn it 2 m Is N N � I u I' `11\111111/// N "/i iT• —� •• No.43409 5 g Q PRODUCT: Beaum•nta Papa d ey:. 7 SOFT—LITE WINDOWS Lyndon F. seh'mldt @ rn P.E. No. 43409L 01 IN 3 W21'5 ADD REINFORCEMENT OPTION JK1I, ////111111111m REVISE SIZE& DESIGN PRESSURE JK PART OR ASSEMBLY: '//�{ BUILDING CONSULTANTS, INC. UPDATE TO 5TH ED. 2014 FBC JK ✓V P.O. Boz 230, Valrico, FL 33595 Ln W NO DATE BY CROSHORIZONTAL STIONS Phone No.: 813.659.9197 REVISIONS FBPE.�C.A. No. 9813 4>2013 R.W.BUILDING CONSUL—NTB INC. II 7:\Olents\Soft-LRe Permanent\A-Fonda Product Approvals\FL•15780 Double Hung\C-Drawings\FL 15780 Dmwings(2014)\FL-15780.&g,3.3 l� 1-1/4"MIN. io EMB.(TYP.) O Do Her A O O m Do�Cpp O o^ ❑O m � . o z a! e 0 N T ' m N .D � y C � N O CD A O -0 N O � r W N v. ., n ❑� 0 � O /❑ I. no N 7 Z c- 0 � 3m6 A 020c, C:Lcm � N o 4 W 0 rn �7N o0 O CNo U O V P G D y m F z 30 0 O Dot A S 3 1-1/4"MIN. 0 o EMB.(PIP.) o 0 ' N c 3 � o m m = a �0 N W W ❑� •0 CC- O y � �C 0 A G m O 1=04 �� l7 a D D � ❑ a n •. � � �AO e D O Oz Z � z 1-1/4"MIN.: ``t�lluunl7j���� EMB.(TYP. 1-1/4"MIN. `�� V,.•' tl�c ;r �� EMB.(TYP.) / N0.43409 *� PRODUCT: Document.Prepared By. l I-" SOFT—UTE WINDOWS Lyndon F. Schmidt ��j ••'• fl�•'• �� I rn P.E. No. 43409 7 Iw c Z N 3 10 29 15 ADD REINFORCEMENT OPTION JK 7��7jNAL11��� o `' ` ti �• 2 8/24/15 REVISE SIZE& DESIGN PRESSURE JK PART OR ASSEMBLY: CD�1/ BUILDING CONSULTANTS, INC. h0 7g (/I 1 4121115 UPDATE TO 5TH ED. 2014 FBC JK rJ�r l/1/ P.O. Box 230, Volrico, FL 33595 w w NO DATE BY CROSSVERTICAL NS Phone'No.: 813.659.9197 REVISIONS F'BPE'C.A. No. 9813 02013 R.W.BYILDIND CONBULTANTEI IND. ' o. ........ ` 'a _ z -'/`O� m *`.. ..:. U ////rill I T `\\\ z N m Z o m - o Em,. m- - E o* p o o. TYP. SASH 2X BUCK p a / moa w - - _ 1X BUCK G ° c 6 BUCK r BUCK—f oz DIRECT TO p �w 1 FRAME MASONRY o° d TYP.HEAD -----&.IAMBS----------------- - - Z RAIL — — — -- - -- --- ---- it 2 a 'v MASONRY TYP.SILL z MASONRY OPENING OPENING yl BUCK 3 w } SASH K ' om LL d IX BUCK H w I m � DIRECT TO J 'a _ MASONRY � � En ¢ Y 0 3 o m m 2 3 n ANCHORS THRU z w BUCKANCHORING IMPACT BLOCK FRAMEANCHORING o_ a Q. r i o z N Z fn i z N Jd CONCRETE ANCHOR NOTES: � 1.Concrete anchor locations at the comers maybe adjusted to maintain the min. `"n z N O edge distance to mortar joints. It N�+ 2. Concrete anchor locations noted os"MAX.ON CENTER"must be adjusted to o i maintain the min.edge distance to mortar joints,additional concrete anchors I IQIQ:Izli may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. ^h m 3. Concrete anchor fable N N_ F MlN CLEARANCE MIN CLEARANCE. ANCHOR: ANCHOR b1lN a m TYPE sjZE: EMBEDMENT TO MASONRY TO ADJACENT %. z EDGE ........ ..ANCHOR n cv Z o° _ ....... . i ITVVI ® 1/4" 1.1/4" 2" 4" DAA: 6124113 Sri N.T.S. "CO 1/4" 1-1/4" 1" 4" DWG.SY` JK m ULTRACON® WK W. LFS ; WOOD SCREW INSTALLATION NOTES: DRAMNG HG.: 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of _' wood screws to prevent the splitting of wood. FL-15780.3 N SHEET •t OF 5 O a; BILL OF MATERIALS ITEM DESCRIPTION MATENAL 2.31"- c;, 4_0 ,••••••• ��' rn A 1XBUCKSG>=0.42 WOOD ' 7� B 2X BUCK SG>=0.42 WOOD Q_? C 114!'MAX.SHIM SPACE 0 0.0 Ow, Z 0m D 1/4!'X 2.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL • 0_pb� 1.35 z m"� MASONRY �'•. PSI MIN.C E 301 OR WBLO K CONFORMINGTOCONFORMING TO ACI CONCRETE 9 GLAZING BEAD T REINFORCEMENT '��i����'I'*'1 `��%����` Z o'm o F _ #10 X2-1/7'PPH WS STEEL m Z G` 174"X&1/4'PFH ELCO OR ffW CONCRETE SCREW_ __--___ - STEEL-_ __-� r 9 _ Z° N - PlA1N RAIL . Z'm°o H 1/4"X 2-1/4"PFH ELCO OR ff W CONCRETE SCREW STEEL - J 114'X 1-3/4'PFH ELCO OR fTW CONCRETE SCREW STEEL I E og d o a Na yY ma.&' K #10 X 1-1/7'PFH SMS STEEL 2.75 � ° ` ? '' C6 L #10 X 1"PFH SMS V 1.88' N a 0.065" E -di Iy 1 FRAME' PVC i rn a 3 d b� 4 HEAD ADAPTER' PVC o n o 4 5 HANDLE RAIL' PVC a 0 `' w 6 KEEPER RAIL' PVC 7 LOCK RAV PVC 0.065' o o� 8 PLAIN RAIL• PVC z coo 9 GLAZING BEAD' PVC N 0 IO�CKRan �? 10 REINFORCEMENT(6063-T5 ALUM.) ALUM. a�0 �l TT SIUADAPLER w m �r� 11 SILL ADAPTER' PVC 0 cl! N ( �' 20 PUSH BUTTONSWEEPLOCK -� 0.98' oo 21 PUSH BUTTON SWEEPLOCK KEEPER - o o e 23 #7 X 3/8"PFH MS STEEL 1.8T�{ of 0 25 TILT LATCHL 1111 0 I ° Co 26 #6 X 1"PFH TEK SCREW STEEL »gym 28 WEATHERSTRIP(0.250"SINGLE FIN PILE) "' 30 1/4"X 7'X 6"LONG PLASTIC IMPACT BLOCK ABS a y o 31 REINFORCEMENT 0.25'X 1.S'X 50"(6065 TS ALUM( ALUM i; FRAME o o •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY �— 4 HEAD ADAPTER J_ ❑D o=o a EXTRUDERS LICENSEES IN HAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". a V. N V) 1.51" op 0 W W N a S HANDLE RAIL o w I"GLASS BETE7/8"THICK 1"GLASS BITE 7/8'THICK z N f? uj 1/8'ANNEALED 1/8"ANNEALED0.090"SAFLEX°PVBINTERLAYER 0.090"SAFLEX'PVBINTERLAYERI/'ANNEALED D 1/8'ANNEALED In0.25"AIR SPACEAIR SPACE 1/8'ANNEALED 1/8'ANNFALED T a z STEEL INTERCEPT SPAlt7 STEEL INTERCEPT SPACER T � N'Z n io o DA 6/24 13 z g INSTANT GLAZE III(DOW( 2400 SAS(DOW( v? ❑O o Scue N.T.S. GLAZING DETAIL G2 GLAZING DETAIL I / M.BY: JK m 1.76" CMK Br: LFS 3 GRAVANG NG.'. a c © 31 REINFORCEMEM 6 KEEPER RAIL FL-15780.3 n � o n EEr 5 OF 5 " 0 7/4/2015 Florida Building Code Online rg Flanda Gepa(tmsnta` BCIS Home I Log In User Registration Hot Topics i Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links j Search I Business'(?) -� ProfessibnaI Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail i FL# FL13010-R3 x Application Type Revision Code Version 2014 Application Status Approved i Comments Archived ,,,, Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows i Subcategory 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. i Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist- Hardcopy,Received Certificate of Independence FL13010 R3 COI EvalReD CWS-3738(PW-8300. 120x48 IMP) odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440;08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbayx8BEGDJ57PKaSsO'eALf2A%3d%3d 1/3 7/4/2015 Florida Building Code Online „ Equivalence of Product Standards Certified By Sections from the Code I Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 I Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 i! Summary of Products FL# Model, Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Rn Fixed Window, 36"x 72". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-4338(PW-8150, 3602, IMP).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent,Third Party: Yes Design Pressure: +75/-75 Evaluation Reports Other: PW-8150, 36"x 72", DP = +/-75 psf. Large Missile FL13010 R3 AE DuPont PVB NOA 13-0129 27,odf Impact. In HVHZ may only be used up to 30ft above grade. FL13010 R3 AE EvalReo CWS-4338(PW-8150. 3602. Glass complies to ASTM E1300-04. IMP). df FL13010 R3 AE OuanOz (Mikron') NOA 12-1017 02.odf Created by Independent Third Party: Yes 13010.2PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fn Fixed Window, Continuous Head&Sill. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-510B(PW-8150. CONTHDSL. IMP).odf 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, Dp = +/- 67.5 psf, Max. size 74 1/8"x FL13010 R3 AE DuPont'PVB NOA 13-0129 27.odf 72". Outer lite must be safety glass above 30 ft. in HVHZ. FL13010 R3 AE EvalRer)CWS-510B(PW-8150. CONTHDSL, Glass complies to ASTM E1300-04. IMP). df I FL13010 R3 AE Ouanez'(Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 120"x 48". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-373B(PW-8300, 120x48, IMP).odf 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: PW-8300, 120"x 48", DP = +/-70 psf. Large Missile FL13010 R3 AE DuPont SGP NOA 11-0624 02.1)df Impact. Glass complies to ASTM E1300-04. FL13010 R3 AE EvalReo CWS-373B(PW-8300. 120x48. IMP). df FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Inde endent Third Party: Yes 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fin Fixed Window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-159D(PW-8300. 72x76. IMP )df Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact, See Installation Drawings for FL13010 R3 AE DuPont PVB NOA 13-0129 27.1)df Max. size and DP's. Outer lite must be safety glass above 30 FL13010 R3 AE DuPont SGP NOA 11-0624 02.odf ft. in HVHZ. Glass complies to ASTM E1300-04. FL13010 R3 AE EvalRep CWS-159D(PW-8300. 72x76. IMP).Ddf !. FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes I Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850'1487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement i https://floridabuilding.org/pr/pr_app o.aspx?param=wGEVXQwtDgvQEb8FEH6OVrs5wFsWUkbayx8BEGDJ57PKaSsOeALf2A%3dp/gad 2/3 ,I, 7/4/2015 Florida Building Code Online 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: ® eCArV. i scLurih•.0 r.-riucs i �i �I I I I https://floridabuilding.org/pr/pr_app_M.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbayx8BEGDJ57PKaSsOeALf2A%3d%3d 3/3 URNER '; 1239 Jabara Ave. 1 North Port, FL 34288 ENGINEERING & Ph. ,941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 159D April 18,2015 roduct Description: Series 8300 PVC Fixed Window,Large Missile Impact,48Dperformed ze DP55 or 72"x 76"unit size DP67.5 (DP65 outside HVHZ) Manufacturer: Custom Window Systems,Inc. 1900 SW 44`h Ave, Ocala,FL 3 Statement of Compliance: This report evaluates the above-listed product per the of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the f the 5`h Edition(2014)Florida Building Code including the HVHZ. The product testing stmed areoutlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner, P.E.;at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-159D, signed and sealed by Lucas A.Turner,P.E., 3) Test Reports NCTL-210-3954-01 and-lA, and NCTL-210-3955-01 and-1'A,from National Certified Testing Laboratories, Orlando,FL,with Testing Performed: AAIVIA/WDMA/CSA 101/I.S.2/A440-08, ASTM E1886-05,ASTM El 996-05/09 and TAS 201,202 , 203 1994 (TAS reports 3954-1A and 3955-1A signed and sealed by Gerard J. Ferrara,P.E.) 4) Supplemental Calculations to support CWS-159D, signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-159D. Limitations of Use: This product: • May be used in O configuration in sizes up to 48"x 72"unit size at desigri,pressures of+/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the HVHZ, with max. glass daylight sizes as shown in CWS-159D • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30A of grade • Requires glazing as shown in CWS-159D,with Dupont SentryGlas Interlayer per Miami-Dade NOA 11-0624.021 in DP65 or 67.5 units or Dupont PVB Interlayer per Miami-Dade NOA 13- 0129.276 in DP55 units • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`h Ed. (2014)Florida Building Code for use in this product. Certifica ion o ndependence: 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. kjj1 IIS � P � v No 56201 * 4/18/2015 .� STATS OF :4 ',Lucas A. Turner P.E. W.',O�•'.� o p i 1•'�` ,�` FL PE#58201 '. i���,s f0�N A` ���� PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES: 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 HURRINCANE ZONE(HVHZ) 1900 SW 44TH AVE. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474 DEFINED IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 731/4' 2.GLAZING OPTIONS:(SEE SHEET 3) M aS�A 9 1/4" 73 WIDTH MAX.OVERALL FLANGE WIDT 8300 PVC -48 72- 3.CONFIGURATIONS:'0". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW MAX UNIT WI D7 MAX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. le 69 1/8" 4.DESIGN PRESSURE RATING: IMPACT GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND - - - — - - - - -- --- --- -- — - - _ _--..GLASS TABLES ASTM-E-1300-04__- - - - - _ - � v - ao _ ---=POSITIVE DESIGN LOADS BASED ON-TESTED PRESSURE,-WATER = '_-- • -- ------ -- I I - O rn 20 � w INFILTRATION TEST PRESSURE AND GLASS TABLES (.I o o F I I I I ASTM E-1300-04. o o I I 77114 I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED w g p p } MAX. I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR r- w ¢ ¢ m OVERALL I I DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD z a w 73114' I I FLANGE MAX. I I HEIGHT I I ANCHOR CALCULATIONS. m ° m Z OVERALLv < �+- m � FLANGE B I I B I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT n HEIGHT REQUIRED. N N w Z > 76' w MAX. I I w w Z O i. O I I UNI I O I 7.ALL FRAMES ARE FULLY WELDED. o. a w MAX I HEIGHT O n 0_ UNIT I I 8.SERIES/MODEL DESIGNATION PW-8300. a e < a HEIGHT � , I I I a o a a w 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: > > > O GLASS I ' I B D OSS I i O=FIXED SASH. o U m ¢ Z DLO I 8 I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR '1i„����+� I I LOCATION. ,��tORE W L,, I , I 6 N. T, I I g I I P�'•y�GE NSFGQy�: v: No 5827)1 ---- -- -- LL -- ---------- A A STATE. OF .4U ���'SS�ONA���?Ca��• zz 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 ARCHITECTURAL SHAPES................... I PRESSURE RATING IMPACT RATING DRAWN BY: DATE: +/-55 PSF GLAZING DETAILS.................................3 ANY 48"X 72" ADE 05/05/07 SECTION VIEWS....................................4 DWG#: REV.: EXTRUSIONS&B.O.M...........................5 N N- „ „ +- LARGE MISSILE IMPACT ANCHOR SCHEDULE&NOTES.........6-7 72 X 76 CWS-159 D INSTALLATION DETAILS.......................8 HVHZ +/-67.5 PSF SCALE: SHEET 1:20 1 OF 8 WIN EMS ATH AVE. OCA OCALA,1900SFLORIDA 34474 W W W.CW S.CC 8300 PVC PICTURE WINDOW IMPACT FULL ELLIPSE("OVAL") - ornc`or� - FULL CIRCLE w- co cv o o F TOMBSTONE o o 0 - !L Y W W ~ W Q Q m Z O W U O U Z mLL ¢ m O o c3 > w v W z p W d w ❑ a .' $ < co 0 ❑ 0 ❑ w > >0 > > O 112 CIRCLE +T+ z �0O"�yDRE t���� i fi OCTAGON TRAPEZOID v J No 58201 :�-A +90: STATE OF 'iF •�OR10P'•�2.` NOTES: �i��sS�ON(qfill'�r 0 1.SEE SHEETS 6 8 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 4/11/2015 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL # RECTANGULAR WINDOWS ON SHEET 1. 1239 JABARA AVE.A NORTH PORT,FL 34288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6 8 7,WITH ANCHOR SHEET DESCRIPTION: SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 114 CIRCLE TRIANGLE ARCHITECTURAL SHAPES DRAWN BY: DATE: ADE 05/05/07 DWG REV.: CWS-159 D SCALE: SHEET 1:1 201`8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 8300 PVC PICTURE WINDOW IMPACT - ---- - — - --- - - - - co 04 - - -- - --- - --- a � � �w - - (7 N O O H CD o O W YW ❑ ❑ GO 1'OVERALL 1"OVERALL rIL Y W w Q QW m - 3116'ANNEALED or TEMPERED 3/16'HEAT STRENGTH or TEMPERED m o m Z LL Q LL U 1/2'AIR SPACE3/8'AIRSPACE a o m 5/16'LAMINATED it w Z � 7116'LAMI GLASS W w v w Z O Of 1/8'ANNEALED 3116'HEAT STRENGTH LLO ¢ LLo n d .090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOP.LAST INTERLAYER w r' w U 118'ANNEALED a IL a w 3/16'HEAT STRENGTH PURFECT GLAZE"H• x PURFECT GLAZE'H• ❑ U m ¢ z 6 SIKAFLEX 552 6 SIKAFLEX 552 %% P�DREh��Tf4'i 10 ' 1/2'GLASS BITE 10 1/2'GLASS BITE � P�;r'�CE NS'• 7 7 v: No 58201 •:�3 1 �U 1 ''330* STATE OF I,Z' (� O �Fs <O R 1O p N GLASS TYPE A GLASS TYPE B 4/1 1/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS GLASS MAX Sl DRAWN BY: DATE: ADE 05/05/07 DP+/-55 A 48 X 72 DWG#: REV.: CWS-159 D SCALE: SHEET 1:1 301`8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC INTERIOR 7 B 8300 PVC B 9 9 6 PICTURE WINDOW /moo B B IMPACT 111 'o rn m r` m- �I�J C] N O O F- I O O ❑ Iir Yw W¢ W¢ m W X ❑ ❑ 00 tt e s SECTION VIEW 13-13LL a LL w O 10 11 11 10 < < o LL LD 3 > w U w Z O of IL m a a_ W W ❑ 0 a0 0 U) INTERIOR � � ' � ❑ U m ¢ Z ,41 �v:• No 58201 89 STATE OF �iF �OR10• , ❑ ` 10 ,•,,SS,ONyA� Ca,,• 1— 4/11/2015 LUCAS A..TURNER,P.E. O O FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 7 6 SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS DRAWN BY: DATE: ALTERNATE FIN FRAME ADE 05/05/07 _ DWG#: REV.: CWS-159 D SCALE: SHEET 1:1.33 4 OF 8 PARTS LIST FRAME CORNER CONSTRUCTION Zn ITEM PART# DESCRIPTION VENDOR MATERIAL WINDOW SYSTEMS 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC WwW.CWS.CC 3 H-6006B FRAME, PW, MAIN, L.JAMB MIKRON PVC ` 4 H-60068 FRAME, PW, MAIN, R. JAMB MIKRON PVC zCORNER WELD(ALL SIDES) 8300 PVC 5 H-6006A FRAME, PW,-MAIN,-FIN MIKRON— _PVC SCALE I:8 PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET. BLK., 85 DUR., 1/8"x 5/8"x 2" LG. FRANK LOWE RUBBER 8 - -_ --PURFECT-GLAZE"H SIKAFL=EX552==- HENKEL-/=SIKASILICONE _-= -- = - -- --- - --- -- _ _ 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE t7 N O O F O � r O ❑ 10 S-6064 IGLZ. BE., FXD. (1" O.A. I.G.) I MIKRON I PVC 11 GLASS SEE SHEET 3 w 2 o o >: I- w ¢ ¢ m zo W U O U Z 3 1/8" 31/8" O v U o m (n D O N NZ z W U W Z IL w Il F- O ¢ O a d 1 2 3 4 5 a w Q w U d d a Q W W 21/16* �� 1116' 1116" > > > > O ❑ U m ¢ O Q Q Z z 7/8" tyDRE W�l�gtr GP: EN Py. 1v: No 58201 :�15 PVC FRAME FLANGE-H-60066 9 STATE OF .4u %,F••<ORIO• %Z PVC PVC FRAME FIN-H-6006A NA� I~1/4• Z� 4/11/2015 LUCAS A.TURNER,P.E. 1/16• f 1/2" 3" FL PE#58201 7/8" 10 L�—j 1239 JABARA AVE. J� 3/ts" U 6 NORTH PORT, 34288 PH.941-380-1-1 574 SHEET DESCRIPTION: PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY: DATE: ADE 05/05/07 DWG ft: REV.: CWS-159 D SCALE: SHEET 1:1 501`8 14°MAX.O.C.(T1'P.) WI-NDOW�MS 4"MAX( P.)�I }��-8°MAX.O.C.(TYP.) 6"MAX.(TYP.) SEE NOTE 2 4"MAX(TY ) I I S NOTE 2 1900 SW 44TH AVE. 6"MAX.(TYP.) OCALA,FLORIDA 34474 -------- ------ WWW.CWS.CC I I I I I 8300 PVC I I 6• I I PICTURE WINDOW MAX O.C. I I INSTALLATION (TYP•) I I INSTALLATION IMPACT 14" I I ANCHOR(TYP.) I I ANCHOR(fYP.) MAX O.C. _ _ I - I - --- - - P. -- - - - _ - - - - - - - - - -- - - '-- -- --- -- - -- - - -- - -- - I O I I I <O (V 00F f7 O I I I o 0 0 I I w200r I I I I Fw ¢ ¢ m I I I I moa Z I I I I LL Q LL U O I I I I W V w Z W � Q < a a U)) W ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ❑ v m ¢ O DP+J-55 PSF OP+!-55 PSF Z jGpS:y�C e N S .•�P2Cn j v. No 58201 NOTES: :9=• STATE OF :�!': 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. 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 "mill CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. r 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/11/2015 4. I STALLA O A CHORS UST BE MADE OF OR PROTECTED W ITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. FL PE#58201 BE PROTECTED TO PREVENT REACTION. 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 8. PH.941-380-1574 SHEET DESCRIPTION: 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& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 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. DRAWN BY: DATE: ADE 05/05/07 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 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D 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: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1:20 6 OF 8 99tEMSM 4'M (TYPJ 8-MAX.O.C.(TYP.) 1900 SW 44TH AVE. 6"MAX.(TY 7 518'MAX.O.C.(TYP.) SEE TE 2 4•MAX p,) S NOTE 2 OCALA,FLORIDA 34474 6-MAX.(TYP.) WWW.CWS.CC ———————————————— ——————————————— 8300 PVC I I I I PICTURE WINDOW MAAXO.C. I I (TYP°O' I I IMPACT (TYP-) I I I I I INSTALLATION I I INSTALLATION oS _ I ANCHOR(TYP.) I I ANCHOR(TYP.) LL,1,41W w W I I I I ww < < m I I I I U O U z I I I Z ° I I I I ZLL �2LL Ln I I I I it X z 0 I I I I ao � oan� w o w o of < aaatU) I I I I > > a 0 ———————————————— ———————————---—— U m Q Z ANCHOR P+LAYOUT5 PSFFLANGEI ANCHORDP+/A65O SFFINI `�� ��4ORE W f'04 w v? No 582D1 '.n'70 NOTES: G9S" STATE OF :SIU: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. O R 1�:'G z l��4S�ON Al sy:0% 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 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. '25;7- 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/11/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 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 8. PH.941-380-1574 SHEET DESCRIPTION: 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& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 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. DRAWN BY: DATE: ADE 05/05/07 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 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D 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: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMAAVDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 120 7 OF 8 MIN.EMBEDMENT SEE TABLE 1 SUBSTRATE TYPICAL HEAD ANCHORAGE BY OTHERS WINDOW SYSTEM$ 1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. MIN.EDGE DIST. SEE TABLE 1 BY OTHERS SEE TABLE t OCALA,FLORIDA 34474 SEE TABLE 1 1/4'MAX.SHIM WW W.CWS.CC SUBSTRATE BY OTHERS MIN.EDGE DIST.S SEE TABLE 1 EE TABLE 1 MIN.EMBEDMENT 8300 PVC RI STALLPERIMETERSEALANT ��NT SEE TABLET INSTALLATION ANCHOR BYSEE TABLE 1 PICTURE WINDOW INSIDE AND OUT MIN.EMBEDMENT SEALANT BEHIND C� n E3 SEE TABLE, PACT FLANGE BY INSTALLER T114"MAKSHIM Min- PERIMETER SEALANTo m ro t` W cl) N O O PERIMETER SEALANT BY INSTALLER oo N_ o BY INSTALLER INSIDE AND OUT INSIDE AND OUT _INSTALLATION ANCHOR w Y W W SEALANT BEHIND SEE TABLE 1 F w Q Q m FLANGE BY INSTALLER SEALANT BEHIND z o U) ^ FIN BY INSTALLER O o O w Z INSTALLATION ANCHOR �� HORIZONTAL SECTION C \ HORIZONTAL SECTION LL a mLL 0 SEE TABLE 1 v m S TYPICAL JAMB ANCHORAGE B TYPICAL FIN ANCHORAGE co!) HEAD AND SILL SIMILAR FOR FIN INSTALLATION n s N w Z> w v w z 0 a ¢ 0. a d Cl w o a Q ¢ V) a a a a W 7 > > > O 1/4"MAX SHIM SEALANT BEHIND D U m Q 0 FLANGE BY INSTALLER O , !SORE PERIMETER SEALANT �� P•, BY NSTALLER MIN.EMBEDMENT per;:'�GENS'•L.Q�� INSIDE AND OUT SEE TABLE 1 JOf• v F••.?'� No 58201 :13' # * *' SUBSTRATE BY OTHERS Z b SEE TABLE 1 MIN.EDGE DIST. S9 L STATE OF 1 411 S SEE TABLE 1 'O•. F 7L` SEALANT UNDER SCREW (2- VERTICAL SECTION ��'��••(O R t O P,:�Z HEAD BY INSTALLER TYPICAL SILL ANCHORAGE /111111111\\\ z� TABLE 1:APPROVED INSTALLATION FASTENERS I 4/11/2015 LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON 1" 2" BY INSTALLER FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1- INSIDE AND OUT PH.941-380-1574 �p HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM G90) 3/16'ELCO ULTRACON 1-1/4" 2-1/2" a BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"RW TAPCON 1 3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON 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, DRAWN BY: DATE: 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 FLANGE 7/16" (33 KSI YIELD MIN) #10 G SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1/8"ALUM.(33 KSI MIN.)OR DRI GRADE 5 SELF-TAPPING/ FULL THREAD 7116" FLANGE INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 D 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SHEET 1:2 8OF8 li l i I iVILU 1--DADE COUNTY,FLORIDA :i _+` PRODUCT CONTROL SECTION DEPARTDIENT OF REGULATORY AND ECONOi IC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADNHMSTRATION DIVISION T(78 ii 315-2590 F(786)315-2599 PTANCE NOA wrnv.miamidade.gov/econwity Lawson Industries,Inc. 8501 N W 90 Street M le ,FL 33166 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by „Miami Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.-The Miami-Dade County Product Control Section(In-Miami-Dade County)and/or the AHJ(in areas other than Milami-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 thelapplicable building code. This product is approved as described herein, and has been designed to comply with the F r' •i r e Ts TION: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement-L.M.I. VAL DOCUMENT: Drawing No. LAW ML-1001, title "Aluminum Tu e' a lions S eets 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., bearing the Miami-Dade County Product Corihol Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control SS { X A T T are n St rel iss'le m ac R si tai t 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 Approyed", unless otherwise noted herein. PUNEWAL 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 Ilas 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 sliall 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. The submitted documentation was reviewed by Jaime D. Gascon,P.E. MIAMI DADS COUNTY i f a NOA No. 14908.08 `� L• ��C Xkpiration Date: May 30,2017 —' Approyal Date: November 06,2014 Page 1 'i Lawson Industries,Inc.• NOTICE OF ACCEPTANCE: EVIDENCE SUBINITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitter)tinder previous NOA's No.'s 02-0501.05 and 95--1212.09) 2. Drawing No. LAW—ML-1001, titled "Aluminum Tube 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,R. 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,1120" 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. (Sttbntitted under previous NOA 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 under 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 & Testirig, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael'&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. Drop---Seda,P. E. (Subtnitted under previous NOA No. 02-0501.05) r 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 I'. Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 corder 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 NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calciflations 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 NDA No. 12-0127 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 5"'Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thorias 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 th'e 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. (Submitted under previous NDA No. 12-0127.07) 4. Statement letter of no financial interest, issued by manufacturer, dated 45/20/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NDA No. 12-0.127.07) 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 I i Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I F. STATEMENTS (COWIINED) 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. (Stibmitted under previous NOA No. 10-0610.02) 6. Laboratory compliance letter for- Test Reports No.'s HETI-02-1714, HETI-02-1716, HETI-02-1717, HET"2-1718, i;;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. j (Subfnitted under 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. (Submitter/under previous NOA No. 02-0501.05) 1 G. OTHERS f 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. I' I l I 1 i I!i I I f Jaime D.Gascon,P.E. Product Control Section Supervisor. NOA No.14-0908.08 Pzpiration Date: May 30,2017 Approval Date: November Q6,2014 E-3 j I, I THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT y IF AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE a ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. c GLAZING HORIZONTAL MULLION 4 PRODUCT RECTANGULAR ALUMINUM TUBE MULLIONS �_m to 3 USING MULLION PROPERTIES ONLY 'i ANCHOR/CLIP HORIZONTAL MULLION GLAZING r�''° 3 PRODUCT 3 o 0° + a GENERAL NOTES: mon o a 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3 3 REQUIREMENTS OF THE-FLORIDA BUILDING CODE 2014 EDITION INCLUDING +'cam HIGH VELOCITY HURRICANE ZONE (HVHZ). 0z W VERTICAL VERTICAL II C4 0 2.ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE n w x z o MULLION MULLION- 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE:WIND LOAD,WATER d R 1NFILTRATION,=FOR_CED.ENTRY-RESISTANCE,SAFEGUARDS ETC. -ql - - II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS. 2 N INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. ti I GLAZING GLAZING GLAZING ¢ GLAZING 3 W v; PRODUCT PRODUCT PRODUCT can PRODUCT 4.WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER y 3 LOADS TO THE STRUCTURE. Q 5.ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS U EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ®btD ANCHOR/CLI 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS . ti p ARE NOT PART OF THIS APPROVAL 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF p WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, W Wt W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET �' F MULLION SPAN THE REQUIREMENTS OF THE 2014 FLORIDA BLDG.CODE-SECTION 2003.6.4. MULLION SPAN WIDTH (W) = W1 + 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 SHEET 4 OF 10 FOR DETAILS AND NOTES. AX. IGN PRESSURE CHA !GLAZING • REFER TO SHEET 5 OF 10 FOR MMULL DESRTS PRODUCT 3 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS VERTICAL `�`� 3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES_ `0 0 MULLION + a ' REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS Z 3 a a GLAZING GLAZING PRODUCT PRODUCT ova, GLAZING GLAZING II z z PRODUCT ; PRODUCT oz 3 VERTICAL ANCHOR/CLI MULLION = S " ANCHOR/CLIPAil o .a fJ 7117?r; Wt W2 W MULLION SPAN PRODULT REVISED "�"�!..-:' yz y = aysump'luy�rAdaWl`lHthel'lorda WI 2wz w2 ,,,BdIn00odeWIDTH (W) WIDTH (W) wM �a Ay •,�•'' L '!+ II �cl TYPICAL MULLION ARRANGEMENTS ,iianilTinA:1'mduct Cbuiwl� '" 6 A 1.690 a .062 1.500 O .156 TYP. rlICAL 'rALS83.000 1.500I.000 4A00 •115 2 T -1253.000 3.062 3.000 US2 X 4 2A00 1.732 2062 b- 4soD- �I STD. TUBE 1nNOow FRAME z MULLION a o 2X MULLION CLIP r II II R .6063-i6 ._ - - _._ _ __ _-_._ ._.-. __ _____.______ .188._ - - - I I= _ .156 ,102_� _-_ 10-1.0004=. 156•r_,078. 1L h1000�1 -- II•o- .� 6.000 1.062+1 ].188 -- 1.062 _ --- I.188 _ 2 �•L• OPTIONAL ,L, 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 W p SMD7• TUNE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION yay Q ci S 6063-T6 6063-T6 6063-T6 fi063-T6 6063-T6 C F U3 Ixx: 2.070 in Ixx: 1.000 in! Ixx: 0.950 in! Ixx: 0.370 in Ixx: 0.330 in4 �U o I I Sxx: 1.035 ins Sxx: 0.667 ins Sxx: 0.633 in3 Sxx: 0.370 ins Sxx: 0.330 in3 {{z 0 a IIF------2.000------III ®F1 a z 0"i (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) '(FIN FRAlAE), NGE FRAME) m � � i STANDARD TUBULAR SHAPES 2.000-�{ ux wmplyi0��ri1HIMl9mtdn w :1 TYP.WALL= 125'ALL I Bu7dIuD Coe ...0 O O Oj I ALLOY 6063-T6 1.000 tcccplmce l:O .750 TYPICAL II r .125 GLAZING PRODUCT Uy�y ,124 f�1.000-�{ .Sij U2de mducl tw EL CJ 10 §F 2A00 •125 2.250 -�-�� 4200 I�L000-I •125 - 6.000 3,Oo0 I Hi -! .125 L4 2.000 4.500 L 1X MULLION CLIP 2,060 3.060 4.000 4660 6063-T6 1 X 4 1 X 3 1 X 2 35 MULLIONS CONTAINING STD. TUBE MULLION STD. TUBE MULLION STD. TUBE MULLION IN L, TYPICAL GLAZING PRODUCTS 6063-T6 6063-i6 6063-T6 v c 2X6 2X4 +' + + opI TCH HORIZONTAL OR VERTICAL Ixx: 2.070 i Ixx: 0.950 i Ixx: 0.330 ink r m Sxx: 1.035 in. Sxx: 0.633 in. Sxx: 0.330 in. « STD. TUBE MULLION STD. TUBE MULLION m v° a a SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 60G7-T6 606J-T6 H Z X a Ixx: 8.280 in Ixx: 2.980 in4 Sxx: 2.760 in Sxx: 1.490 ins , CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS < l" MULL "L" INSTRUCTIONS: USING MULLION PROPERTIES ONLY a as USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT 1 X 2 1,688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. �•�'''+� 1 X 3 2.688' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. � c STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LONGN �`��•• ��El+s'^ NOTCH I X 4 3,688' REOUIRELIENTS. FON ,' . OPTIONAL STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT ' - •�:1 2 X 4 3.688' APPROVAL. NOTES; 21 125 MIN. 2 X 6 5.688' SPECIFY MMIL1UM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET o� ' 2.000 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. 0. •' ''.,�,ate 1. ALL CUPS AND ANGLES ARE TO FIT �VATH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED ��� •` VS 2. MULLIONS MAY BE ORIENTED VERTICALLY OR SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEEP 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. 1 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 4--2.000--� ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. O TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS rn Width w MULL SPAN 1X2 1X3 1X4 2X4 2X6 Width w MULLSPAN 1X2 1X3 1X4 2X4 2X6 Width(W) MULL'SPAN 1X2 1X3 1X4 2X4 2X6 ti o 'u� 18 150.0 150.0 1 150.0 150.0 1 150.0 18 28.3 81.5 150.0 150.0 150.0 18 19.3 42.1E72 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 31.5126.2 o q 30 123.0 150.0 150.0 150.0 150.0 30 17.0 48.9 106.5 150.0 150.0 30 25.2100.9 tE m y cn 36 102.5 150.0 150.0 150.0 150.0 36 40.7 88.8 127.8 150.0 36 21.084.1 n.1 o 42 87.9 150.0 150.0 150.0 150.0 42 34.9 76.1 109.5 150.0 42 18.072.1 48 38.318" 76-9 160.0 150.0 150.0 150.0 48 74.1/4" 30.6 66.6 95.8 150.0 48 120" 15.8 63.1 o 64 68.3 137.6 150.0 150.0 150.0 54 27.2 69.2 85.2 150.0 64 66.1 -60. 61.5 123.9 150.0 150.0 150.0__ 60 24.4 63.3 76.7 144.2 60 50.5 E 66 55.9 112.6 150.0 150.0 150.0 66 22.2 48.4 69.7 131.1 66 45.9 Z Zd o Z 72 51.3 103.2 150.0 150.0 150.0 72 20.4 44.4 63.9 120.2 72 42.1 0 a o In 78 47.3 95.3 150.0 150.0 150.0 78 18.8 41.0 59.0 110.9 78 38 8 a R o0 ;18' - -- _ 89.3 150.0- -150":0 150.0 - -150:0- --18-- -- _ - __ =56.3 - 122.8--150.0- 150.0 -18 _ - _ ---31-.6- -126.4 -24 67-0 150.0 150.0 150.0 150.0 24 42.2 92.0 1324 150.0 24 23.794.8 30 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 W a 36 44.6 118.6 150.0 150.0 150.0 36 28.1 61.3 88.3 150.0 36 15.8 22.7 63.2 42 38.3 101.7 150.0 150.0 150.0 42 24.1 52.6 75.7 150.0 42 - 19.5 54.2 2 48 505/8" 33.5 89.0 145.4 150.0 150.0 48 84" 21.1 46.0 66.2 140.8 48 132" 17.1 47.4 U q 64 29.8 79.1 129.2 150.0 150.0 54 18.6 40.9 58.8 125.2 54 15.2 42.1 ���111 z y 60 26,8 71.2 116.3 150.0 150.0 60 18.9 36.8 53.0 112.7 60 37.9 ®~ m w 4 66 24A 64.7 105.7 150.0 150.0 66 15.3 33.4 48.1 1024 66 34.5 � # 72 22.3 59.3 96.9 139.5 150.0 72 30.7 44.1 93.9 72 31.6 (n 78 20.6 54.7 89.5 128.8 150.0 78 28.3 40.7 86.7 78 29.2 W .q w 1B 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 46.9 135.1 160.0 150.0 150.0 24 28.3 61.6 88.7 150.0 24 18.3 26.3 73.0 F 30 37.5 108.1 160.0 150.0 150.0 30 22.6 49.3 71.0 150.0 30 21.0 58A N � w 36 31.3 90.1 160.0 150.0 150.0 36 18.8 41.1 69.1 143.8 36 17.5 48.7 o 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 48 57" 23.5 67.5 114.7 150.0 150.0 48 96" 30.8 44.3 107.8 48 144" 36.5 54 20.9 60.0 101.9 146.8 150.0 54 27.4 39.4 95.8 54 32.5 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 83A 120.1 150.0 66 22.4 32.3 78A 66 26.6 o Y 72 15.6 45.0 76.5 110.1 150.0 72 20.5 29.6 71.9 72 24.3 4 O m 78 41,6 70.6 101.6 150.0 78 19.0 27.3 66.3 78 22.5 18 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 43.3 623 150.0 24 23.3 64.6 s r v 4 27.8 80.0 150.0 150.0 30 15.9 34.6 49.8 136.3 30 10.6 51.7 N 4 36 23.2 66.7 125.2 150.0 150.0 36 28.8 41.5 113.6 36 15.5 43.1 ,P a 19.9 57.2 10 .3 150.0 150.0 42 24.7 35.6 97.4 42 .g „ v 48 63" 17.4 60.0 93.9 135.1 150.0 48 108.. 21.6 31.1 85.2 4B 150" 32.3 `a a 64 15.4 44.5 83.4 120.1 150.0 64 19.2 27.7 75.7 64 28.7 u 1; 60 40.0 75.1 108.1 150.0 60 17.3 24.9 68.1 60 25.8 66 36.4 68.3 98.3 150.0 66 15.7 22.7 62.0 66 23.5 S. 72 33.3 62.6 90.1 150.0 72 - 20.8 56.8 72 21-5 c 78 30.8 57.8 1 832 150. 1 7 1 19.2 1 52A 78 19.9 HORIZONTAL MULLION :- AzINc _ TYPICAL MULLION ARRANGEMENTS VERTICAL PRODUCT m• -MULLION ARCHES TO DE INSCRI13ED " n Z INSIDE RECTANGULARSHAPE W ' W {�, GLA2INC GLAZING Z NOTE: NC ¢� PRODUCT RLV4SDD '+�'9 `•, �� {tY .' �N PRODUCT PRODUCT MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED N C4 nscomplyinpwialdwFlorwo 3 VERTICALLY OR HORIZONTALLY. i3uildinyCodc //�� ��' GLAZING cuzwc )INTERPOLATION BETWEEN WIDTHS ALLOWED Acreptrvlruho PRODUCT PRODUCT cxpi ,n{ntc �' {ar -�T. , .��•�~ WIDTH (W) = W1 + W2 W1 W2 I_ MULLION SPAN 2 Aiamtj)adePloduclGmlro! •'��r>+;z:%'•\° A 1.690 .125 1.000 .062 .688 '312 1.000 1.500 y y .156 TYP. -- •125 •0� 62 ,125 6HH o1 .125 b q z 3.000 h ].405 1.732 1-M V �• FF 4.000 2 X 4 4.000 4.0003.625 3.000 3,002b88 3.000115 13A62 N O S ._IL o¢.. Q c� STD. TUBE MULLIOTYPICAL 3 4 h d N WINDOW FRAME - -- zZ '7, 4.500 2X MULLION CLIP I I.,.1,p p.., is R 6063-TH - - - - -- r�ILS - �F-A62� V o 100 156 _ _ - __ - _ __--- ______ - _ _. _ -__ _ __ _ ___ 1.18 0 W� 1 X-3 e _ NOTCH L' 6.000 STD. TUBE 1 X 4 STD. TUBE MULLION 1 X 3 o �'L• oPnoNAL U�,1 LLION 1 X 4 STD. TUBE MULLION 1 X 3 6663-Ts CUSTOM MULLION CUSTOM MULLION � 6063-T6 6063-T6 CUSTOM MULLION 6063-T6 ,1, 6063-T6 4 - 4 - 4 Ixx: 2.168 int - Ixx: 2.218 int E Ixx: 4.709 in. Ixx: 4.709 in. Ixx: 2.166 in, J >. 2 3 Sxx: 1.445 in. Sxx: 1.479 in? Z y Sxx: 2.355 in� Sxx: 2.355 in� Sxx: 1.445 in. Y� 2.O0o (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME t4 Z' w m e STANDARD TUBULAR SHAPES 2.000 ) ti ,j TYP.WALL- .125'ALL 1.580 j',,yy��,, ALLOY= 6063-T6 1 /p H r-, a U .750 �f TYPICAL d'11HM GLAZING PRODUCT leo I�- N CF.I Q7J/L II'' 2.000 In :=2JJ 1.000 I 1.625 aS t 2.000 .125 2.250 n 4.900 H I 1 6.000 (f 12 S.M.S. 012'O.C. 4.000 .125 4.500 a a ix MULLION CLIP 3.000 4.006 3.625 `i m 6063-T6L � a MULLIONS CONTAINING •L. NOTCH `(•L• TYPICAL GLAZING PRODUCTS C4x5.4 *o OPTIONAL HORIZONTAL OR VERTICAL I'RODUCI'REVISED d a+mnplylug wide the Florida m $ 0 o SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 Pu8011I915, N.�- FASTENERS SIZES AND SPACING Aca'rplmlSTD. TUBE MULLION STD. TUBE MULLION 6063-T6 6063-T62• c i t o Ixx:19.648 int Ixx: 7.649 int td�.�tl�p)I Val'roducLCunLrol ;? �' 8� 11 CLIP LENGTH Sxx: 6.549 inp. Sxx: 3.825 in3 a m g L L' RECTANGULAR ALUMINUM TUBE MULLIONS g MULL "L,. INSTRUCTIONS: USING MULLION PROPERTIES ONLY USE CHARTS AND GRAPHS AS FOLLOWS. ""till 1 X 2 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT „" .r �'�/i STEP 1 DETERMINE DESIGN LOAD RECUIRED FOR PARTICULAR OPENING. lr?`i I X 3 2.688• AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE yNr; STEP 2.USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. NOTCH 1 X 4 3.688' REQUIREMENTS. OPTIONAL 2 X 4 1 3.688' STEP USE CONNECTION TO MULLION AS PER PRODUCT tl1�'R p. `'] •' : NOTES: APPROVAL 4!b `6 ' 125 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET o 2000 USING CFIAFLTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. 1. ALL CUPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN PoUING MORE THAN DESIGN LOAD SPECIFIED 2, MULLIONS MAY BE ORIENTED VERTICALLY OR SNUG II4TO TUBE MULLIONS. IN STEP 1 ABOVE. c '• ' ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. A. I 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 .. 1--2.606--I ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS, d A STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TU13E MULLIONS STEEL REINFORCED TUBE MULLIONS rn Width(w).1 MULL SPAN I 1X3 1 X 4 2X4 2X6 Width w MULL SPAN 1X3 1 X 4 2X4 2X6 Width w MULL SPAN 1X3 1X4 2 X 4 2X6 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 g 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 y 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 n 1 w c 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 48 38.3/8" 150.0 150.0 150.0 150.0 48 74-1/4" 69.7 150.0 150.0 150.0 48 120" 16.5 35.9 58.3 149.7 0i2 14 N 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 60 - 150.0 150.0 150.0 150.0 60 55.8 _ 121.2 150.0 150.0 60 28.7 46.6 119.8 z}v m rn 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 4 z 72 150.0 150.0 150.0 150.0 72 46.5 101.0 150.0 150.0 72 23.9 38.9 99.8 W x 2 o 78 150.0 150.0 150.0 150.0 78 42.9 1 93.2 150.0 150.0 78 22.1 35.9 92.1 R _ -18---- - 1-50.0= -150-.O=- 150-.0-- 150:0= 18_ - = _= --` - -128:4 150.0-- '-150.0--- 150.0 = _=18 - _- _ -------33.1- --71.9-----116.8-7- 150.0 pp 6 tO�L 24 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150.0 y j 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 rA a 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 42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 - 30.8 50.0 128.5 z 48 505/8" 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 Z 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 Zi 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 ~ ? z 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 N a 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 ° 6 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 W a 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 4 24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 24 19.1 41.5 67.5 150.0 F 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 'q 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 4 a 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 Q o 48 57" 150.0 150.0 150.0 150.0 48 96" 32.3 70.1 113.8 150.0 48 144" 20.8 33.7 86.6 54 137.0 150.0 150.0 150.0 54 28.7 62.3 101.2 150.0 54 18.5 30.0 77.0 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 v 72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 22.5 57.8 78 94.8 150.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 - 20.8 53.3 a 8 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 r a 3 s 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 30 150.0 150.0 150.0 150.0 30 36.3 1 78.7 127.9 1 150.0 30 29.4 47.7 122.6 " `o V 36 150.0 150.0 150.0 1 150.0 36 30.2 65.6 106.6 '150.0 36 24.5 39.8 102.2 v 42 130.5 150.0 150.0 150.0 42 25.9 56.2 91.4 150.0 42 21.0 1 34.1 87.6 a a° 48 63" 114.2 150.0 150.0 150.0 48 108" 22.7 49.2 79.9 150.0 48 150" - 18.4 29.8 76.6 `o y 54 101.5 150.0 150.0 150.0 54 20.1 43.7 71.1 150.0 54 16.3 26.5 68.1 u -" d z z 60 91.3 150.0 150.0 150.0 60 18.1 39.4 84.0 150.0 60 - 23.9 61.3 y z° � 66 83.0 150.0. 150.0 150.0 66 16.5 35.6 58.1 147.0 66 21.7 55.7 x ' 72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 19.9 51.1 a w 78 70.2 131.4 150.0 150.0 78 30.3 49.2 124.4 78 18.4 47.2 n HORIZONTAL LIULUON ,�TttIf11 N)IJ) J. 'cLazmc TYPICAL MULLION ARRANGEMENTS - VERTICAL PRODUCT 3 MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE 0z NOTE: GLAZING GLAZING ¢ PRODUCI'REVISED PRooucr PRODUCT -j(L a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED av-inplying,vith ft Florid- cl - 3 VERTICALLY OR HORIZONTALLY. BuDdingcodc GLAZING GLAZING INTERPOLATION BETWEEN WIDTHS ALLOWED AcceplmLw Nn 9�j©8.Q8m YIAN I PRODUCT PRODUCT n Wt + W2 W1 W2 I MULLION SPAN WIDTH (W) = Niamlhpde Pioduu Comrol ;,i;��'•� W I 2 �6 5/16•TAPCONS MIN. EDGE DIST. 1 1/4- MIN. 5/16'TAPCONS / 1-1/2'MIN.WOOD PENETRATION 1-1/2'MIN.WOOD PENETRATION 2-3/16" CONCRETE OR r7 W EDGE DIST. 2 PER cuP(1 ON EACH W NG) I PER ANGLE 4" OLLOW BL CK e a 5/I6•TAPCONS 5/16'TAPCONS O 1-3/4'MIN.EMBED INTO AMSONRY 1-3/4•MIN.EL113ED INTO MASONRY O -" 3/4" 4 PER CLIP(2 ON EACH WING) 2 PER ANGLE a C4 iv MIN. •1� I Ico � z ' �Z I 1 1 MZ •I �Z •tl. I Nl 10 ••I I . -Z>. 0 x II II I I II 11 II I .- z q Z j 1/a' 2 7/16' w= O - o --------- I I 1X FLOATING CUP II II ALUM ANGLE MIN. ji �I 11 I 3 m 1 _:N _. 1 __ __ I -- ._\8Y - 1_—i -_—_. _. _ _ _ _ _.U_U - - = _ II _ _ ^ - - - I- WOOD BUCK _ I _I_ _ _ _ ___ - - I.. I- .__.- - - _ --= - -WOoD BUCK I 1X FLOATING CUP _ _ _ I I I __ ALUM ANGLE _ - _ � 222 0 1-BY... .. _ 2.X 2 X UE-- .. 1 1 1 1 1 I \ I 1 I I L, LI Ca 3/4" MIN. E s/16 TAPCONS ANCHORS TYPE 'D' (,INTO BLOCK) U R >i F EDGE DIST. 1-1/Y MIN.W000 PENETRATION 1 PER ANLL ANCHORS TYPE 'G' (INTO CONCRETE) ®z z V2 7.a 1 4 ANCHORS THRU 1X BUCK 'it Tw,t ALL CLIPS AND ANGLES TO FIT SNUG4 o INTO CONCRETE OR BLOCK INTO TUBE MULLIONS. (�yy I� I \ I I TAPCONS MAY BE HEX OR FLAT HEAD. 1"x4" &. 2"x4" MULL 1 W 0; MIN. EDGE DIST. H a 1 1 I 11 2-3/16" CONCRETE OR W 4 4' HOLLOW BLOCK 5/16•TAPCONS 5/16'TAPCONS Z Is 1 1 I I II 1-3/4'MIN.EMBED INTO O1-3/4'MIN.EMBEO WTO MASONRY 1 2 13YII 11 2 X 2 X 1/8• 2 PER CLIP(1 ON E:MAS CH WING) 1 PER ANGLE F----------i WOOD BUCK L I I ALUM ANGLE ALL CUPS AND ANGLES TO FIT SNUG T ALTERNATE INTO TUBE MULLIONS. ANCHOR LOCATION a TAPCONS MAY BE HEX OR FLAT HEAD. � I I 1 a u '- ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD ;I ii II II m o I I 1 I I 1 I --------- 2 X 2 X LE w WOOD BUCK I l IX FLOATING CUP 1 11 ALUM ANGLE qq 5/16•TAPCONS 5 16'TAPCONS N I I I 1 IJ U 1 1/4" MIN. I-1/2'MIN.W000 PENETRATION 1-1/2'MIN.WOOD PENETRATION E GE DI 4 PER CUP(2 ON EACH WING) 2 PER ANGLE I I I I 1 I U .b o z z s \Z NZ ANCHORS TYPE 'C' (INTO BLOCKS a ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU 1X BUCK �tt.eunurf r I INTO CONCRETE OR BLOCK }�.�� C Kti.'s:°r II 11 II II � y ••'Gj II II II II y ' 1 1/4" MI iL-j1 ii ii 1 1 $c� C :' J) ' , 11 II 2 X 2 X 1/8• 1 1 8i I FLOATING CUP II 11 ALUM ANGLE 1 1 3 fell I 1 2 BY I I U U 1 1 ti!'�" U J \ I I WOOD BUCK I I I I 1 1 1'RODUCTREVISGD Z,, :!.1 a't v-•.F��, wmplying,lith tlw FloridaAcceptance NoJ_4 ov�i• a Frpvlrtip an � O2� ANCHORS TYPE 'B' a ALTERNATE "Y-- -"^�'''`��� "!�•, k7 4 ANCHORS INTO W000 ANCHOR LocanoN Niarnl�adcProdudCantrol IrJ;: F A MIN. EDGE DIST. s/I6•TAPcoNs MIN. EDGE DIST. 44 2-3/16" CONCRETE OR 1-3/4•PAIN.EMBED INTO MASONRY 2-3/16" CONCRETE OR 4' HOLLOW BLO K z PER 3u'(�ON EACH YANG) 5/16•TAPC s 4' OLLOW BL CK 5/16"TAPCONS 5/16-TAPCONS c / 1-3/4•MIN.EMBED INTO NRY 1-3/4•MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY p A M MIN. I P ANGLE 3/4" 4 PER CUP(2 ON EACH WING) 2 PER ANGLE h Q $$ ! �� IN. �.•. • M ro y z `a v Nam U 4 �7 `I M� .•1�•.:'••• ••I.•'' 'L I :1.• •.11 M� •I � '1 I OK.-. 4 W r . _ L_ IgM � Wq� '••11,'11 •Ilvll .114'11, Ial` JZ q rn Z 6 I I I I I I I I I I 11 I O W G �1 II - _ __ I I 11 -- _ - -- - - II II CONCRETE.OR 1 1 M R o CONCR i _ _ _ __ OR X- _ IL_J _-CEME -BLOCK -- I I__1 _- _ _____ _ -Q _. __ _-._ _ __ __ _ = IL_Jy__ ____=CEIAENT_BLOCK 1 1 .._ _ _ CRETE OR -' - I 1 2 x 2�X 1/6• � .. � - �-- -- II -I I "2%-2�%`I%B• ----------- CEPA BLOCK I 11 I ALUM ANGLE -- _-- 1' �1 I I u ALUM ANGLE p C Fl NG CUP LI N I 2 7/16 I LI LI ,� 1 1 I 1 1 I I I I FLOATQ'IC CLIP I 1 I I '•� I I I 1 1 1 I MIN. I I I 1 pq o I e�e I I 1 I I I 1 I I I A .i I I 3 MIN. z • .I MULL `a MULL -•.•1.•'.�.M Z 0 '� fA ANCHORS PE 'C' INTO BLOCK 7ANCHORS YPE 'D' INTO BL K �W ANCHORS TYPE ' INTO CONCRETE E 'G' INTO CONCRE2 ANCHORS INTO CONCR OR CEMENT BLOCK CONCRETE OR CEMENT BLOCKI4" & 2"x4" MULL D] a U ----------- ALTERNATE MULL 2 1 I ANCHOR LOCATION IAULL �N •� I I I I 1 I 1 z I 1 1 I I I 1Z/ FL-,Tl- I -------- ; t' I I 1 1 tV CONCRETE OR EMENT BLO h •1 1 -i _ N 1 5/16• ONS I • Y y u 1-3/4• N.E 0 • I • 1' - M 1 • v I • a X R 0 MASON L z 2 PER CUP I g y 1 ON EACH WING) - 5/16-TAPCONS 1-3/4•MIN. IBED INTO VASONNY I I 1 I 212 SMS PER ANGLE 4 P CUP(2 ON EACH WING) I • 1 I I 88d 444 V' $ I 1 I r It 11 11 II \ I '•-•• !c. 1 1 * it \� II II � m� �` ���,•':......- .. �-• ALL CLIPS AND ANGLES TO FIT UG I I II II 11 .. INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. ! 1-_. -_�� •�I� � PRODUCTItGVISGD ��o�' - ` • ':�'�., ua cunlplying•r1011ho Fhllido •7 •`v•- `a IPS OR ANGLES CONNECTED DIRECT Y TO MASONRY TO BE PROTECTED TI°Rdm6Cudc_ _F :1 `I • . F Acccyllo 4o N0 -oIq 08.08 • I M I I W ALKALI-RESISTANT COATINGS,IS .AS BITUMINOUS PAINT OR 1 1 WA -WHITE METHACRYLATE LACQUER. 5/16'TAPCCNS 1-3/4•MIN.EMBED y1 13ndOProduclCODlro "� INTO MASONRY- 1 PER ANGLE I'a MIN. EDGE DIST. NEIF 2-3/16" CONCRETE OR 2R y f° HOLLOW BLO K 3-3/4" 5/16'TAPCONS 3-3/4" 5/16'TAPCONS 1-3/4'MIN.EMBED IMO MASONRY MIN. 1-3/4'MIN.EMBED INTOMASONRYM4 PER CUP(2 ON EACH WING) 4 PER CLIP(2 ON EACH WING)Z 10yzCLIP LE TH t 1 o1411 o o MULL 2 X 4 3.688' low _ z \ mea 2 6 5.688 ' 4 .... 2X6-MULL--- 16'TAPCONS' -- _ YOOD_BUK_ 2%-- - _- _ ___ _ _ ___ __� -� -3/4'MIN.EMBED INTO MASONRY \ 6 MU 5/16'TAPCONS 'm .�.' O $ 4 PER CUP(2 ON EACH WING) 1-3/4'MIN.EMBED INTO MASONRY ti �----------------- ----------- 1 3/4" 4 PER CLIP(2 ON EACH YANG) ; W z G I MIN. I ------------------ ---------- 1 3/4„ k.7 I - -- MIN. U 7 3/4 a ®H ts z d O + 2X6 MULL � O CLIP LENGTH 2X6 MULL y�I 2X6 MULL _ d W f�j H Q MULL �Z 2 X 4 3.688' / ----------- a.•.. o YJ D Edi M a. I 3-3/4" MIN. 4 IS m ANCHORS TYPE 'E' (INTO BLOCKS a S q q b 5 11/16" ALL LIPS AND ANGLES TO FR SN ANCHORS TYPE 'H' (INTO CONCRETE) OD Buiflc 4 INTO 8E MULLIONS. NCHORS TYPE 'E' (INTO BLOCK) TAPCON AY BE HEX OR FLA HEAD. r 4 ANCHORS THRU TX BUCK ANCHORS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECT TO MA RY TO BE PROTECTED INTO CONCRETE BLOCK a 2"%6" MULL SHOWN ANCHORS INTO CONCRETE or BLOCK WITH ALKALI-RESISTANT COATINGS, SUCH ;BITUMINOUS PAINT OR .� WATER-WHITE METHACRYLATE LACQUER. 2"X6" MULL SHOWN 9 Z a ,1111i;1f Ed:rAff :�'• # Ivy f�r: V va ~�V 1'RODUC7 I1TRVISRD os FJJonda// BliBdi;�B Calc 2A` AQ . -„''-IyA�s ''�� N1i;mlf liiJo 1'ro3ns,(�i.Conlra� •� a 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 BLOCK a Toru(2 ON EACH YANG) IN. A[UIZ l a I X 2 1,688' e C o z I X 3 2.688' Mai y +'^ 1 X 4 3.688' o wo o 4 o0. a1 2 X 4 3,688' moo. i MIN. 2 X 6 5.688' i 2 7/16 i i i i i 1. ALL CLIPS AND ANGLES ARE TO FIT = d o a I MIN. I 2x4 ar 2x6 Mull I I 1 1 O Q Z q O i il i i 2 X 2 X 1/4' SNUG INTO TUBE MULLIONS. LJ LJ ALUM ANCI): 2. WHERE ANGLES ARE NOT FIT SNUG m s(L INTO TUBE-MULLIONS, SEE OPTIONAL -- I - .t I I ------ -- -- ANCHOR DEfAIL-AT-SHEET=9 OF-10.-=.-c- - - - - — - - ---- -_-- -- -- - -- p--� Q =� . 0 14 S.M.S. W o CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/CNANNEL TUBE MUUJON '7 ] 0 S WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT-OR F.. WATER-WHITE METHACRYLATE LACQUER. M z MIN. EDGE DIST. --'---- ------'- ® vi 2-3/16° CONCRETE OR (n o 4 HOLLOW 8L0 K 012 F.H.S.M.S. rY�rp�I 2/SIDE I I 1/8'THICK ALUM CHANNEL I I rryy LENGTH TO FlT SNUG W a INTO AlULL10N � � TUBE ARILUON TUBES MAY BE NOTCHED I 1O p I M AS SHOWN TO ALLOY!INSTALLATION " OF CUP ANGLE LOCATION OF SCREWS CONNECTING CAULK JOINT AFTER ASSEMBLY �\A ANGLES TO TUBES WHERE ANGLES i l4 FH SMS ARE NOT FIT SNUG INTO TUBE I t I I 2 PER CUP N O ACCESS HOLE -1/z'D.C.MIN.MULLIONS. 3" TACNS5/16014 SMS-.X 1-3/4'MIN.EMBED INTO MASONRY 4 PER ANGLE 2 PER ANGLE _ I _____ 1mNt ^v4Y=O q19 o Kp om0 N Y r a ALUM2ANCLE 9' THIS SCREW CAN!1E I 1 12 FH SATS 1 v INSALLED IN EITHER I 1 0 O T DIRECTION 2 PER COP 1 tJ�4 I i 1'O.C.MIN. 3 x Z I 1 {2F4 ;l Y 1-3/4'X 2'X 1/8'(FOR 28Y TUBE) Z 3/4'X 2-X 1/6'FOR(1BY TUBE) g ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE t it1L4fAl:rfr -� ANCHORS TYPE METAL TO METAL CONNECTION rte•. '` C) _ USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION ••r L•• �. PRODUCTREVISED T . w complying with 81e Floridn ]l N 3-3/4" ALL CLIPS AND ANGLES TO FIT SNUG ;, INTO TUBE MLU ONS 1 3/4" MIN. TAPCONS M UYBE HEX OR FLAT HEAD. 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PH No. (305) 696-8660 F :11, MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS Dnwm Pte PaY D,er� +,,,`,J i•,E,'•;.a\,,.' N.ERAZO as z�10 ALUMINUM TUBE MULLIONS' xW-6BY: N.�A ner.oe'o1a CLIP/ANCHORS DESIGN PRESSURE CHARTS AND GENERAL NOTES DATE:: a Aev4fon L—L Sem. rem,Ae/w+wo,N, . LAW-ML=1001 10 of 10