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HomeMy WebLinkAboutProduct Approval 1,.p l R--0 PAR' ADISE-' 3 R- 'Suilding Cour Quality Reputation One Customer At Time SCC131150472 Property Information Building Information Owner: CAN.DIDA&BRYAN BELLAMY Wind Zone: 170 MPH. Address: 8207 PENSACOLA RD Exposure Category: C FORT PIERCE,FL 34951 Minimum Building Dimension: 32 ft. Mean Roof Height: 12 ft. Risk Category: II Design Pressure Calculations Opening Location H Device Device Device j�x Positive Max Negative Number Zone I� Width(in) Height(in) Elevation(ft) Pressure(pst) Pressure(psf) 1 End 36 61 7 36.8 -48.5 __.... ........... .....-- . ......... _. ..... -- .__... .................... _...-- __........ 2 End 36 37 7 37.8 -50.6 3 Int 25 24 7 37.8 -41.0 4 End 36 37 7 37.8 -50.6 - -- ......... 5 End 36 62 7 36.7 -48.5 6 Int 36 37 7 37.8 -41.0 _....__ .... -- .. __._ -...... ......... ......... ......... -- 7 Int 36 37 7 37.8 -41.0 - -- - ......... -. _................. ---- -_.......... . ..--..._ _.._............. .....-- ---. ----- 8 Int 74 80 7 34.3 -37.5 ---- ...... ........ __....--- -- .. ....... _..... - 9 Int 52 61 7 35.9 -39.1 j — -..._ --- -- _ --- -- -------- 10 Int 24 49 7 37.8 -41.0 ---- ._--.. ....---._ ......... .._.... - 11 Int 50 49 7 36.5 - -39.7 12 Int 24 49 7 37.8 -41.0J_ Prepared in accordance with:ASCE 7-10,Chapter 30.Ti'ind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 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 ACCEPTANCE OPENING SHUTTERS NUMBER or Interior OR DOOR TYPE NUMBER (+)PSF (-)PSF {+)PSF (-)PSF TESTED DIMENSIONS MULLION REQ Y/N SIZE REQ Y/N/NA 1 End Window 7!8"L.ami I(' FL15780.8 55 65 36.8 -48.5 54 x 76.5 36x.6:1. No No 2 End window 7/8"Lami IG FL15780.8 55 65 37.8 -50.6 54x76.5 3607 No No 3 Int Window 7;8"Lami IG FL15781.11 55 60 37.8 -41.0 73 x 63 25x.24 No No 4 End window 7!8"Lami10 FL15780.8 55 65 37.8 -50.6 54x76.5 3607 No No 5 End Window 7f""LaniiIG FL15780.8 55 65 36.7 -48.5 54x76.5 36x62 No No 6 Int Window 7:S"Lmni IG FL15780.8 55 65 37.8 -41.0 54 x 76.5 3607 No No 7 Int Window 71:8"Lami IG FL15780.8 55 65 37.8 -41.0 54 x 76.5 3607 No No 8 Int Door I"Lami IG FL 14850.1 70 70 34.3 -37.5 79 x 97 74x80 No No 9 Int Window 7 H"`�'`IG FL15780.8 55 65 35.9 -39.1 54 x 76.5 52x61 No No 10 Int Window 7/S"Lain IG FL15780.8 55 65 37.8 -41.0 54 x 71.5 24x49 YES No 1.1 Int Window b'8"Lami IG FL15780.8 55 65 36.5 -39.7 54x76.5 50x.49 YES No 12 Int Window Lami IG FL15780.8 55 65 37.8 -41.0 54 x 76.5 24x49 YES No Florida Building Code Online Page 1 of 3 mm � t < BCIS Home Log In User_Registration Hot Topics ( Submit Surcharge Stats&Facts publications ` rBC Staff BCIS Site Map - Links Search a _ Y db „� Product Approval ( .USER: User s product Approval Menu>product or Application Search>Application I..ist>Application Detail FL# FL1)R7 Application Type Rev Code Version 201 Application Status App Comments Archived Product Manufacturer SoftAddress/Phone/Email 102ParkwayStreOH 44241(3336PLat-lite.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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 Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 1.King,P.E. Chi Validation Checklist-Hardcopy Received Certificate of Independence FL15780 R7 COI (a)Certificate of Indeoendence.Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA 101/I.S.2/A440 2008 AAMA/W DMA/CSA101/I.S.2/A440 2011 AAMA/W DMA/CSA101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code t. r https://www.floridabuilding.org/pr/pr_app_dtf.aspx?param=wGEVXQwtDgt3e 1 SA1nEOW... 1/3/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/07/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 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 R7 II (a)Inst 15730 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 R7 AE (a)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 R7 fI (a)Inst 1.5780.2.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 R7 AE (al Eval 15780.2.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 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 R7 II (a)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 R7 AE (b)Eval 15780.3.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 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 R7 II (a)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 R7 AE (a)Eva[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 R7 II (a)Inst 15760.5.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 R7 AE (b)Eval 15780.5.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.6 f.Series"Barcelona"Model"DH30I" Extruded PVC Double Hung"Impact"Window,Missile Level "C"-(X/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 II (a)Inst 15780 6 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SAInEOW... 1/3/2018 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Evaluation Reports Other:See INST 15780.6 for Design Pressure Ratings,any FLI5780 R7 AE (b)Eval 15780 6 odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.7g.Series"Barcelona"Models Extruded PVC Double Hung"Impact"Window,Missile Level "DH30I'&"DH30PI" "D"-(X/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS780 R7 II (a)Inst 1.5780.7.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 15780.7 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780.7.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particul rs. 15780.8 h.Series"Barcelona"Models Extruded PVC Double Hung"Impact"Window,High Velocity "DH30I"&"DH30PI" Hurricane Zone-(X/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15780 R7 II (a)Inst 15780.8.0f 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 15780.8 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780.8.1)df additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 15780.9 i.Series"Barcelona"Models"DI-130" Extruded PVC Double Hung"Non-Impact"Window-(XIX &"DH30P" Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 II (a)Inst 15780.9.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 15780.9 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 15780 9.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 electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.^Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalts 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: iyrl eCnx. Credit-Cards ,Safe - https://www.floridabuild ing.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1.SAInEOW... 1/3/2018 R W R W Building.Consultants, Inc. B Consulting;and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers.Certificate of Authorization No.9813 � J Product Category Sub C. Manufacturer Product Name Soft-Lite LLC "Barcelona" Windows Double Hung 1.0250 Philipp Parkway Model"DH301"&"DH30PI" Streetsboro;.OH 44241 DoubleHung Window (330)528-3400 "Impact' Scope: Product Evaluation report.issued by R W Building Consultants, Inc.&.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 process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance.with the 6th Edition(2017)Florida Building Code(FBC)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"HVHZ",this product complies with Section 1626 of the FBC and does not requirean impact resistant covering. 4. For 2x stud framing construction,anchoring of these units shall be'the same as that,shown for 2x buck masonry construction. 5. Site.conditions:thatdeviate ffrom the:details of drawing FL-15780.8 require further engineering analysis by a licensed engineer or registered-architect. 6:,This product meets.the-water infiltration requirements for"HVHZ". 7 See drawing FL-1.5780.8 for,size and design pressure limitations. Supporting Documen s: 1. TestReptort No. Test.Standard Testing Laboratory Signe6by TEL 03001734 TAS 201,202&203-94 Testing Evaluation Lab., Inc. Lyndon'F.Schmidt, P.E. 2. Miami Dade NOA Materials Testing 17-0712.04 S,aflex"PVB Interlayer(Eastman Chemical Company) 15-0528.13 PVC Extrusions(Vision Extrusions Ltd.) 3. _Drawing No. Prepared by Signed&Sealed by No.FL-15780.8 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt, P.E. 4. Calculations Prepared bV ��gg�gAlisfi68pgB� Buck Anchoring RW Building Consultants, Inc.(CA#9813)«�`����• °f � �° Signed F.Sealed by y ° OS IVs ► Lyndon F.Schmidt, P.E. ASTM E1300 Glass Load Lyndon F.Schmidt, P.E.P,E. �w� "� 5. Quality Assurance No 43408 °a Certificate of Participation issued by Farabaugh Engineering and ar d Testing,Inc,certifying that Soft-Lite LLC is manufacturing products within a quality assurance program that:complies with ISO/IEC 17020 and Guide 53. d-� STAT x �g°dmssa�N I Un`a pa®0 Lyndon R Schmidt,P.E. FL PE No.43409 10111/20,17 Sheet-1 of 1 El"Windows O L �N:7 6 ,..O Z ° �I�••• •.. Brie iTt quality to light. � N �' I uaS r r r PI '1�� z B m'; 10250 Philipp Parkway y z N z Streetsboro,Ohio 44241 ^a 9 a X z°-� M0 "BARC�p /� acw ELONA" �SEECHARTFOR� �SEE CHART FOR� av a W� maa� FRAME SIZES FRAME SIZES �1 � e; Model TH301" and "DH30P1" E aZ N: DOUBLE HUNG WINDOW E z.� y �Z v z 02 w 3 J GW GENERAL NOTES !/ �/ < Ww O O ¢ U� R 1. This product has been evaluated and is in compliance with the 6th Edition(2017) I¢ �I ffi a Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). a a N 2. Product anchors shall be as fisted and spaced as shown on details.Anchor X X m K embedment to base material shall be beyond wall dressing or stucco. 3. When used in the'liVHT'this product complies with Section 1626 of the FBC and does not require an impact resistant covering. --- z 4. For 2x stud framing construction,anchoring of these units shall be the some as that — g $ shown for 2x buck masonry construction. Model"DH301" Model"DH30P1" 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed.engineer or registered architect. < 6. This product meets the water infiltration requirements for the"HVHT'. 8 a a TABLE OF CONTENTS MAX MAX GLgSS DESIGIy PRESSURE(PSO Iz SHEEN DESCRIPTION MODEL FRAME DLO TYPE z g 1 Typical elevations,design pressures and general notes _ DIMENSfON, , , DfMENS10N.;, POSRIYE NEGATIVE DAe 4/74/17 z 2 Horizontal cross sections "DH301" 54A"X 76.5" 46.25"x33.875" G1 +55.0 -65.0' sc4L- MT.& 3 Hoftrizantolcrosssections m' 4 Vertical cross sections owc.BY. JK 5 Buck and frame anchoring "DH30PI" 54.0"X 76;5" 46.25'x 33.50" Gl +55.0 -65.0 cmc BY. LFS 3 6 Components DRAWING ND.: 7 Components FL-15780.8 0 8 1 Bill of materials and glaang detail sxser 1 of 8 N O a Hardware Notes: ``,`�,`��t T.Locks(2)located on tock rail 1 2 3 1-114"MIN. , a a a �,� :........... .�,,, 10"from eachjamb. EMB.(TYP.J •, ,•, O m t C Jean SEE DETAIL 1 SEE ANCHORING SHEET )'y a ?Oy vi m N=: d 24 ".�`•. gam: $Q w 2 X 8 Gl . ....• INTERIOR INTERIOR ��`,i ••� '.�g�.� �°ro 1° z 7ai ° 2 0 24 ���hl tnts�` o rz 2 I o 7 oa za f 9 U 0 zman co g_ cw tart ,/� ❑ \y, v m d a� scc a �W XD 13 9 El �� •, o° 31d 1 � 3 o b � ❑ � 2 EXTERIOR 1 EXTERIOR cl W S m Orn � 3 4 4 a HORIZONTAL CROSS SECTION DETAIL 1 E 2 Shown Direct to Masonry y o a B o 0 C m 24 SEE DETAIL 1 A MC 28 EMB. C SEE DETAIL 1 8 G1 24 33 28 8 GT INTERIOR INTERIOR o r� rn q V Z ❑ 13 9 ❑ 13 9 Z . Q J 1-1/4"MIN. EXTERIOR K EXTERIOR z ❑° EMB.VYP.J �>E 4/t4 17 i gE 1 soya N.T.S. ° ,� DWG,tm JK m t HORIZONTAL CROSSSEC17ON 1 r h l-� ,� M sr. LFS 3 2 2X Buck ConstrucBon 3 HORIZONTAL CROSS SECTION mawwc Na: 2 Shown w/1 X Buck FL-15780.8 0 a sN�r 2 or 8 RAClents\Soft-Lite Pemanent\A-Florida Product Approvals\FL-15780 Double Hung\C-D.Mngs\FL-15780(2017ffL-15780.68.dwg,3 A �Z O 0 N n m ga 0n o; 'O v R Inn Z D • A � o 2J61J �a . m w 00 - n 0 I0 �n ❑ w A m � Z w ao •o 0 ^ A A_ 0 .'O T D xn ❑ �W W O N � N m 0 'O a C4 47 — o A A %'%0111111111 •�N cam+�••.�• •�: E*� g PRODUCT: Doeumente Pmpo 8),i r3 SOFT—LITE WINDOWS PYE. n F Schmidt :2 m ;i PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. NOHORIZONTP.O. Boz 230, Valrlco, FL 33595 00 `I DATE BY CROSS SEC IONS YYYY Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 0 2017 R.W.BUILDING CCN8UL7rANt8 INC. R:\(3lents\5oft-Ube Pennanent\A-Flarfda Product Approvids\FL-15780 Double Hung\C•Drawings\FL-15100(2017)\FL-15780.".dwg,4 1-1/47MIN. �Y ` WINWIN. EMB.PP.) EMB.(TYP.) 155 N m Iz N m v ,o W n b W � � v Go c O - o { w z i° A C� M o: 1-1 td"MIN. EMB.UYP.) o+ O N n m 1AW 0 1.96" o W tE0� nA -Q, o Z o O s z We N o E° EMB.(TYP.) N m So" N W N O° ❑ I� N 1 6" A A N t7 ❑ -O �c k W c� EDB9 n o rte" / n ❑ � fA m %Fwit �SGNM�O�f'�. % 1-1/4"MIN. { _�'� V.•NV •.. ���` 100 1.957' EMB.(TYP.) _ o g PRODUCT: DoeumsnW Preponed `W, ••FLORID�:r ,•• ``" Lyndon F. Schmidt �i SOFt—UTE WINDOWS P.E. No. 43409 BUILDING CONSULTANTS, INC. •• ` -i PAtYf OR ASSEMBLY: P.O. Box 230, Valfico, FL 33595 ! y RW Ph im m x v NO DATE 8Y CROSSRSECTIONS FBOPE No.: o. 9819.9197 REVISIONS FBPE C.A. No. 9813 C 201 7 R.W.BUILDING CONBULTANtB INC. 4 ............. .OQ^Zn (TYP10.5 O.C.[TYP.1T- 6"mP,' i 410% N o w :�• :N%•• 'yam: az°I"' ',~: }•.4 i.. 1 ��rgrrnu�N��\\ onmz UNozo•• x°d p 2X BUCK F h �° ro a m cw m TYP. SASH 1X BUCK G m a`a BUCK DIRECT TO N o o o _ MASONRY az BUCK FRAME HEAD&JAMBS S c a 1 IT P•1 MEEfING o 2X BUCK M o MASONRY zd N MASONRY OPENING 1X BUCK K Z w DIRECT TO OPENING SASH MASONRY D $ THROUGH TILT o LATCH BLOCK D y o Y i.� O m a a ;�. 1-7m 3 0 BUCK ANCHORING FRAMEANCHORING z i z 0 a N 8 CONCRETEANCHOR NOTES: G 1.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to e maintain the min.edge distance to mortar joints,additional concrete anchors z g may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 3.Concrete anchor table z Q j .:ANCHOR ANCHOR 741fN MIN CLEARANCE MIN CLEARANCE. EM9EbMEN1_..TO MASONRY TO ADJA6EM TYPE :.ANCHOR z Q IW EDGE ......... wic: 4/14/17 = 5 ® 2" 4" TAPCON smE N.T.S. d � ELCO mom•BY: JK m ® 1/4" 1-1/4" 1" 4" cwc LFS WOOD SCREW INSTALLATION NOTES: oruwwc No. a n 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of FL-15780.8 0 n wood screws to prevent the splitting of wood. N SHEEP $ OF 8 6 d R:\Oleots\Soft-lite Permanent\A-Florida Product Approvals\FL-15780 Double Hung\C-Drawings\FL-15780(2017)\FL-15780.6-84g,6 N 0 O 4 uJ pCp.. O 'z h rn o 0.66' N w w a O a ?0.065-����' 1.7T' 1.63" 2.87' 0.95' 1.5'—►{ w Go � T o L a 0.27'-- F- 0.86" A O 0,091, r�, 3 L 4 � e o L, O.o65' 1.05' I 0 0 1.44" f— ►�—0.39" 0. N A 0.64" y 1 2 O J --1 —� T P —I=Qs Iy= ``11111111111!//// 0.94" / 7 .*434D9 PRODUCT: Doeumenta Prapand By.r;� . oR1OR: SOFT—LITE WINDOWS Lyndon F. Schmidt �j � -4 P.E. No. 43409 /://••�Q \�� V -i '1' PART OR ASSEMBLY: LD BUILDING CONSULTANTS, INC. JL P.O. Box.: 81 .659.9 7 33595 Im � � � � v NO DATE BY COMPONENTS Phone No.: 813.85s.s197 REVISIONS FBPE C.A. No. 9813 , ®2017 R.W.BNILOIND CONeu-I.INC. ' . R:\Clents\SoRdlle Pertnanmt\A-Florida Product Approvals\FL-15780 Double Hung\C-Dawings\FL-15780(2017)\FL-15780.6.8,dwg,7 2.87' r-1.21" 0 CD pp V � IJ y A� �I L j 1 0 T a 1.07'—. W a 4 w �s t 2.39" 121" a � L ua = 0.41" 0.05' m m N0.43409 K S 2 PRODUCT: Deeumente Prepa IV red 13Y � 7 p SOFT—LITE WINDOWS PF— No. �� ii s�O�AgL,` ```� Ln 111111 $ PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. loo z1n Jl� P.O. Box 230, votrieo• FL 33595m PhoriaDATE No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 2017 R.W.BUILDING CONBU LTANIB INC. us BILL OF MATERIALS ���o``"t....... •••41 It MATERIAL ITEM m A iXBUCK SG>=0.42 WOOD __•$' � oiJ.Zn B 2X BUCK SG>=0.42 WOOD =Uy � z_-ea" C 1/4"MAX.SHIM SPACE eco' Z 41-o D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL '.� :'�` i N' . �'-. - MASONRY- PSI MIN.CONCRETE NG E 301 ORHOLLOW 0BLOCK CONFORMING OTOFASTM IC OTO ACI CONCRETE '����/III TT�� ���� z>-d on z F #B-15 X 2'TRUSS HEAD SMS(l-3/8"MIN.EMBEDMENT) STEEL U N o G 1/4"X 2-3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL ` �` p E� i -n o H 1/4!'X 2-1/4"HWH ELCO OR ITW CONCRETE SCREW STEEL \1 o< 9p o a K 1/4"X 3-1/4"PFH ELCO OR TTW CONCRETE SCREW STEEL 4 a N v m a a m M #10 X 2.9/4"PPH WS(1-3/8"MIN.EMBEDMENT) STEEL a �Z 1 FRAME' PVC S W N 2 HEAD' PVC 3 WEEP HOLE COVER' PVC 4 SILL ADAPTER' PVC 5 TOP UFT HANDLE` PVC y ' 6 KEEPER RAIL' PVC oo 7 LOCK RAIL' PVCLd 3 <� 8 PLAIN STILE' PVC } �? 9 GLAZING BEAD' PVC 5/8"GLASS BITE DOW 2400 SAS w o g 10 BOTTOM LIFT RAIL' PVC 7/8"THICK I` `ted �o 11 REINFORCEMENT(6065-T5 ALUM) ALUM. 1/8"ANNEALED $ D' mz _ 12 REINFORCEMENT(606545 ALUM) ALUM. O 13 REINFORCEMENT(6065-T5 ALUM) ALUM. �-0.090'SAFLEX PVB INTERLAYER a a 14 HEAD POCKET INSERT' PVC 15 SLOPED INSERT' PVC 1/8"ANNEALED m 16 SLOPED SILL* PVC 0 20 LOCK - 21 LOCK KEEPER AIR SPACE ° 24 TILT LATCH BLOCK - �� 1/8"ANNEALED OR TEMPERED GLASS* a 25 TILT LATCH - STEEL INTERCEPT SPACER o 0 26 #8 X 1"PFH TEK STEEL 27 #6 X 1"PFH TEK STEEL GT GLAZING DETAIL rn 28 WEATHERSTRIP(187-270 TRI-FIN) cr 29 BULBSEAL F33 BULBSEAL - a PIVOT BAR STEEL "HVHZ"GLAZING NOTES: Z #7 X 3/4"PFH TEK STEEL 1.GLAZING>36"WIDE REQUIRES TWO(2)SETTING BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1 E BALANCER BRACKET - 2.*TEMPERED GLASS IS REQUIRED FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVE GROUND. F < a •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY m .2 EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". 0 0 z v 5 DATE 4/14/17 �.,". N.T.S. o 5 e DWG.er: JK m CNN.Rr: LFS 3 DRAWING NO.: r ° FL-15780.8 0 SNEET 8 OG $ N O Florida Building Code Online 3 Page 1 of 4 I !• t ! 3 y, �t i a r r, t o 3 E u db" ©CIS Home Log In { User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map - Links Search ,g;�Product Approval 4{ :USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FT—7-7-7771 FL# FL15781-R Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway StreetsbOro,OH 44241 (330)528-1136 PLa nga n@soft-lite.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King,P.E. (d! Validation Checklist-Hardcopy Received Certificate of Independence FL15781 R7 COI (a)Certificate of Independence Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/W D MA/CSA101/I.S.2/A440 2011 AAMA/W D MA/CSA 101/I.S.2/A440 2008 ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuild ing.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3 e 1 SA1nEOW... 1/3/2018 Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 10/07/2017 Date Validated 10/10/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 15781.1 a."Imperial LS DSL12"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.1.01' 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 15781.1 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781 1.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.2 b."Imperial LS TSL12"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 iI (a)Inst 15781.2.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 15781.2 for Design Pressure Ratings,any FL15781 R7 AE (a)Eva)15781 2 odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.3 c."5300 DSL53(G5352)"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.3.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 15781.3 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.3.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.4 d."5300 DSL53(GS352)"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.4.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 15781.4 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.4.odf additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 15781.5 e."5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window-(OX or XO Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.5.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 15781.5 for Design Pressure Ratings,any FL15781 R7 AE (a)Eva)15781.5.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.6 f."5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window-(OX or XO Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R7 II (a)Inst 15781.6.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes https://www.tloridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SAInEO W... 1/3/2018 Florida Building Code Online Page 3 of 4 Design Pressure:N/A Evaluation Reports Other:See INST 15781.6 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781 6 odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.7 g."5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS781 R7 II (a)Inst 15781.7.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 15781.7 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.7.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.8 h."5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R7 II (a)Inst 15781.8.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 15781.8 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 1S781.8.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.9F,SSeLr3'e0S "Barcelona"Model Extruded PVC Horizontal Sliding"Impact"Window,Missile 1,, Level"C"Excludes Wind Zone 3 and 4(XO or OX Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.9.0f 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 15781.9 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.9.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.10 j.Series"Barcelona"Model Extruded PVC Horizontal Sliding"Impact"Window,Missile "SSL30I" Level"D"Includes Wind Zone 4(XO or OX Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS781 R7 II (a)Inst 15781.10.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 15781.10 for Design Pressure Ratings, FLIS781 R7 AE (a)Eval IS781.10.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes pr du a icu rs. 15781.11 ]!�S:S:0�0I� Barcelona"Model Extruded PVC Horizontal Sliding"Impact"Window,High Velocity Hurricane Zone Large Missile(XO or OX Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R7 11 (a)Inst 15781.11.pdf 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 15781.11 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781.11.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes PC articulare. 15781.12eries"Barcelona"Model Extruded PVC Triple Horizontal Sliding"Impact"Window, "TSL30I" Missile Level"C"Excludes Wind Zone 3 and 4(XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 Ii (a)Inst 15781.12.ndf 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 15781.12 for Design Pressure Ratings, FL1578.1. R7 AE (a)Eva] 1.5781..1.2.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.13 m.Series"Barcelona"Model Extruded PVC Triple Horizontal Sliding"Impact"Window, "TSL30I" Missile Level"D"Excludes Wind Zone 4(XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) https://www.f7oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3el SAInEOW... 1/3/2018 Florida Building Code Online Page 4 of 4 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.13.Ddf 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 15781.13 for Design Pressure Ratings, FL15781 R7 AE (a)Evai 15781.13.pdf any additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15781.14 FTSL3r Seies"Barcelona"Model Extruded PVC Triple Horizontal Sliding"Impact"Window, 0I" High Velocity Hurricane Zone Large Missile(XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R7 II (a)Inst 15781.14.pdf 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 15781.14 for Design Pressure Ratings, FLI.5781 R7 AE (b)Eval 15781.14.Ddf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.15 o.Series"Barcelona"Model Extruded PVC Horizontal Sliding"Non-Impact"Window(XX "DS L30" Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.15.Ddf 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 15781.15 for Design Pressure Ratings, FL15781 R7 AE (a)Eva[15781.15.pdF any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.16 p.Series"Barcelona"Model Extruded PVC Triple Horizontal Sliding"Non-Impact"Window "TSL30" (XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FI-15781 R7 lI (a)Inst 15781.16.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 15781.16 for Design Pressure Ratings, FL15781 R7 AE (a)Evai 15781.16.pdf any 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 electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 1E KI Credt Qard: Safe i rx w�a https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SAInEOW... 1/3/2018 R W R W Building Consultants, Inc. B Consulting;and Engineering Services forthe Building Industry C P.O.Box 230 Valrieo,`FL 33595 Phone 813.659.9197 Florida Board ofProressional Engineers Cenificate of Authorization No.9813 mammon - - r Product Category Sub Category, Manufacturer Product Name Soft-Lite LLC "BARCELONA" Windows Horizontal Slider 10250 Philipp Parkway Model"SSL301" Streetsboro,OH 44241 Sliding Window 330 528-3400 'Impact' 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 distributingthe product or in any other entity involved in the approval process of the product named herein. Limitations: 1`. This product.has been evaluated and,is in compliance with the 6th Edition(2017)Florida Building Code(FBC)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 FBC and does�not require an impact resistant covering. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15781.11 require further engineering analysis by a licensed engineer or registered architect.. 6. See drawing FL-15781.11 for size and design pressure limitations. 7. This product meets thew ter i filtration requirements-for"HVHZ'. uppo /ng ocuments: 1. TestAeport No Test Standard Testing Caboratory Signed by TEL 03001826 'TAS`201,202&203=94 Testing Evaluation Lab, Inc. Lyndon F.Schmidt, P.E. TEL03001829TAS 201,202&203-94 Testing Evaluation Lab,Inc. Lyndon F.Schmidt,P.E. TEL 03001832 TAS 201,202&203-94 Testing Evaluation Lab, Inc. Lyndon F.Schmidt, P.E. TEL 03001870 TAS 201,202.&203-94 Testing.Evaluation Lab,Inc. Lyndon F.Schmidt, P.E. 2. Miami Dade NOA Materials Testing 15-1201.11 Saflex"PVB Interlayer(Eastman Chemical Company) 15-0528.13 PVC Extrusions(Vision Extrusions,Ltd.) 3. Drawing No. Prepared by Signed&Sealed by No. FL-15781.11 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed&Sealed by Anchoring RWBuilding Consultants,Inc.(CA#9813) Q; at rc;� Lyndon F.Schmidt,P.E. ASTM,E1300 Glass Load Lyndon F.Schmidt, P.E. 5: QualitdAssurance, Certificate of Participation Issued by Farabaugh,Engineering and Testing, Inc,.certifying that Soft-L'ite LLC is manufacturing products zi f :o q.3409 ~ within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. S P%T E ;F y-'.Q Gy � f+j Lyndon F.Schmidt,P.E. FL PE No.43409 env ° �t`'.L .a�� "ice 8129/2017 Sheet 1 of 1 ®Qo� l�"y-g A1-$ %j%1:4 o` H'. ottLite .1 1 f : ,Q�j N Wll1dows Bringing quality IQ I2l;j2C. SEE CHART FOR FRAME SIZES ��� N% 10250PhplppParkway ' Ir IRt� ` m z° Streetsboro.Ohio 44241 e X Z amoa "BARCELONA" -- ---- `� L" m aaa12 Model "S'SL30F Oa R SLIDING WINDOW wi2 W= "IMPACT' x O Z �Q 3 iz 2 0 w = N W W = GENERAL NOTES w < v N 0n w 1. This product has been evaluated and is in compliance with the 6th Edition(2017) a a a Florida Building Code(FBC)structural requirements includng the"High Velocity Hurricane Zone"(HVHZ). 0 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. a 3. When used in the"HVHT'this product complies with Section 1626 of the.FBC and s does not require an impact resistant covering. o z U N 4. For 2x stud framing construction,anchoring of these units:sholl be the some as that N shown for 2x buck masonry construction. w 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer-or registered architect. c MAX MAX DESIGN PRESSURE(PSFJ GLASS r 8 6. This product meets the water infiltration requirements for the"HVHT'. FRAME, DLO iyPE DIMENSION DIMENSfON P.OSIL(VE NEGAflVE o zm TABLE OF CONTENTS 73;0"X63.0" 31.437"x 54.375" Gt +55:0 -60.0 z s SHEET# DESCRIPTION wh 4/26/17 = 1 Typicatelevations,design pressures and general notes 73.0"X 56.0" 31.437"x 47.375" G1 +55.0 •60.0 ° N.T.S. € 2 Horizontal cross sections .�: JK m' 3 Vertical cross sections 73:0"X 48.0" 31437"x 39 375" Gl +60.0 -65.0 _ 4 Buck and frame anchoring CHIC en LFS 3 0 5 Components DRhYN7G NO- 6 Bill of materials and glazing detail *Requires external stile reinforcement(Item#17) FL-15781.11SHMT OF a V fA f. NOTE: 1.Item#17 required for units �i a greater 56"in height. `p;�•� � 0) Z 1-1/4"MIN. d EMB.(11'P.) ^�' z �.'!O: d m tNTER10R 1-1/4"MIN. INTERIOR i� g: a t umi EMB.(NP.) ''i "'••....... m m � ry� ��'' z o m o itl //r 28 C 28 m n+t o p z v 9 Z 0 Z V m Q.1*7 a m e 4 0 2 2 2 i 9z N61 2 & S.:�!✓ 4 Gi q G1 ��UJJ 1p 2 !/� !/�Ch EXTERIOR 10 EXTERIOROil o z / r � C G 3 IZ8 o E 2 1 2 3 E 1 $a `2 v 3 3 A 3 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION �� K 2 Shown Direct to Masonry \,Ij Shown w/1X Buck o ti Ix 1-1/4"MIN. a EMB.VYP.( 1-1/4°MIN. v7 r F 8 EMB.(TYP.) m C B F 1 s 15 5 INTERIOR 7 13 10 GI 20 4 z x° INTERIOR v0'"i 22 21 0 v 2 a Z 4 GI 26 a 10h EXTERIOR G1 18 16 d a o 5 D23 9 15 28 1 E Dale 4/26/17 Z C 17 27 14 4 EXTERIOR SEE NOTE 1 sME: N.T.S. j g E 1 SEE NOTE 1 6 Dwc.HY: JK m NOTE: 51.Item#J Located 7-1/4"from `K BY, LFS (1�HORIZONTAL CROSS SECTION �1 HORIZONTAL CROSS SECTION (5 _HORIZONTAL CROSS SECTION each end and 1 at the center DRawwD NO.: n 2 27CBuckConstruction 2 FL-15781.11 0 1 (3 total). oSHED 2 of 6 d R:\Olents\SOR-Ute Pelmanent\A-Florida Product Approvals\FL-15181 Horizontal Sllders\C-Drawings\FL-157816TH ED(2017)\FL-15781.4-11.dwg,3.3 o � m �� [ ` �.t A N FR cp m Z C-. to n w o. �. N A m N '— O n r s A �m n ILL C== I f C CJ NDoto O r J J O Z: T m "'° N �O tri T 1-1/4"MIN. 1-X MIN. EMB.(TYP.) EMB.(TYP.) Z aN N m 2ImU N A N m m p' W p t. N CN 'p Do "o ` r�r n co 0 1 a r rw 0a0 co rat t C9 7., m V� J N �O ttl 1-1/4"MIN. z� 1-1!4'MIN. EMB.(TYP.) EMB.(TYP.) Z rO�i N Z m Jr�r A N Z-N m m 0 O. t. N NW A Oo m 0 2 J Q 0 Qco Cc N Z OD PO = m N Z tit N 1-1/4"MIN. 1-114'W. EMS.(TYP.) EMS.ffYP.) t nuilrlr SCHIyjOj'�. No.4W9 9•• PRODUCT: D«umsntn Prepared 9Y: �� itjEa � tdt P Noh349SOFT—LrrE WMDOWS fl��•.�``���`` ` Ln OhfAL lltiitttttt` c y rn PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. X in 1 7 12 17 EVISE GLAZING OETAtL LFS VERTICAL P.O. Box .: 810. .659.9V.Irlco7 33535 IO1 v NO DATE BY CROSS SECTIONS Phones No.: o. 9519.9197 REV SIONS t�PE C.A. No. 9873 0 2017 R.W.SUILDIHO GonsuLrnwts INC. UN'c; Z ���• rgg` ci n 2"(TYP.)IFr ' 6" P) I SASH i 4" ��li!11111 Itil \% m i d W o to r 6-(TYP.) 0 xz I S Em m o I I \ t II v E N mdaa. II g 0 C II a.D II 2X BUCK IF S 3d I I BUCK II TYP. BUCK II 1XBUCK G z IIII DIRECT TO a I FRAME—"" II MASONRY H j✓ 3 czi II MASONRY II fTYp_) MASONRY OPENING II z w OPENING] II FZ II II w z II II o ¢ II II of U i' v V j ,• a a m 'z Ci 0 12 BUCK ANCHORING FRAME ANCHORING USin i o z U N CONCRETEANCHORNOTES: 3 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. _ m 2 Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to e maintain the min.edge distance to mortarjoints,additional concrete anchors c z may be required to ensure the MAX.ON CENTER"dimenslon are not exceeded. 3. Concrete anchor table: _w = 11N CLEARANCE MIN:�LhtARpNCE o ANCFfOR.. ANCHOR MIN ^¢ F X...71'P.E.... .....SIZE,>' EMBEbM�IIT i0 MASL�NRY `7o ADJACENT " z M :. ... ......... .....:.:....... EDGE .::. :. "..:....ANCHOR Z o° g ITWDAM 4126117 TAPCON® 1/4" 1-1/4" 2" 4" sULL, N.T.S. ELCO ® 1/4" 1-1/4" 1" 4" DWG'BY' X m' g ON CHK W.. LFS 3 WOOD SCREW INSTALLATI DRAYANG Nos 1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing of FL-15781.11 �- wood screws to prevent the spliitfing of wood. °n osKu 4 or 8 d R1Clients\Soft-Ute Permanent\A-Florida Product Approvals\FL-15781 Horimntal Sliders\C-6rawings\FL-157816TH ED(2017)\FL-15781.9-1l.dwg,53 ' � e T o NgGg.. 3 Q L �4° � � P = o A $ 0.067 Cq �Tp a2.26' v; n a, 0.57' 1.21" c V F- --f-0.5' o CD V Z LIn y3 o y 2.87' O I —0.135"� d 1 96" 8i 4 o N Eg 0.86" o -►{ k n 0.067'CD -aV• Y 0.065' a ` Z o �a V o 0.31" oil rl y y F^ 0.735' LOS,—►{ 0 r 1.23" 0.627' a a a T O. 0.38N' 3 y Z OEj2 N � O a 0.0 'a� 9 y o0 I.S.--I 0.124" A ,0 0.41" 0.627' a cf 0 w S 8! 2 1 1,VE2. 0 0.75' / �.� V,.•VCEFr .1 •� 0.133" GI. 0.95' �2 = No.43409• :*� s $ PRODUCT: Doaumente Prepared By. F SOFT—LITE WINDOWS Lyndon F. Sohmldt ��iC7sy�'• ....•`��� P.E. No. 43409 /rrrMAtt\t r Co - r ` -t PART OR ASSEMBLY: BUILDING CONSULTANTS,, INC. Uf V 1 77127 17 REVISE GLAZING DETAIL LFS COMPONENTS YY P.O. Box 230, Valrlco, FL 33595 NO DATE BY Phone No.: 813.859.9197 REVISIONS F13PE C.A. No. 9813 , 0 2017 R.W.BUILa1Na DONBU-tB INC. BILL OF MATERIALS %%%% * rI ITEM 4 MATERIAL Q�" •••• '�2'��i m A 1X BUCK SG>=0.55 WOOD Z�''aY o =ci•"'i B 2X BUCK SG>=0.55 WOOD =_Ues ri C 1/4"MAX.SHIM SPACE '� z 0 c D 1/4!'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �i Y g� s V3 n E 3^Ol SOR HOLLSONRY- OW BLOCK CONFORMINGPSI MIN.CONCRETE TOASTM ING C OTO ACI CONCRETE i d m o u un F #8-15 X 2-1/2"TRUSS HEAD SMS(1-3/8"MIN.EMBEDMENT) STEEL N _ G 1/4 X 3-1/4"HWH ELCO OR fTW CONCRETE SCREW STEEL E i R Z v H 114'X 2-3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL \ 0' e i g 9 0 o a J #10-16 X 2-11T PFH TEK SS SS v N a `.Y m d a I' 1 FRAME' PVC U.c o 2 HS FIXED PANEL SPACER' PVC a OOz z 3 WEEP HOLE COVER` PVC 8 3d 4 DSL FRAME FILLER' PVC 5 DSL HANDLE SASH' PVC 6 KEEPER RAIL' PVC 7 LOCK RAIL` PVC 3 8 DSL MAIN SASH' PVC 5/8"GLASS BITE 7/8'THICK z w� 9 GLAZING BEAD' PVC 1/6-ANNEALED 3 } z 0 10 DSL COVER' PVC -� 0.090"SAFLEX PVB INTERLAYER J N �Uw DO 11 ANTILIFT TRACK' PVC 12 ROLLER SILL TRACK ALUM. N m¢ 13 REINFORCEMENT(6065-T5 ALUM) ALUM. 1/e"ANNEALED o 14 REINFORCEMENT(6065-T5 ALUM) ALUM. AIR SPACE a a 15 REINFORCEMENT(6065-T5 ALUM) ALUM. 16 REINFORCEMENT(6065-TSALUM) ALUM. 1/e ANNEALEDORTEMPERED* �m 0 17 REINFORCEMENT(6065-T5 ALUM) ALUM. 18 SPACER - DOW 2400 SAS 19 ROLLER ASSM. Gl GLAZING DETAIL STEEL INTERCEPT SPACER 20 LOCK - 21 LOCK KEEPER 22 #7 X 3/4"PFH TEK(LOCK) SS o 0 = 23 PVC COVER FOR HS REINFORCING BAR(item#17) PVC *NOTE:TEMPERED G EOUIRED IN THE'HVHT'FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVE GROUND. Ln 26 #8 X 1"PPH TEK(KEEPER) SS 5 27 #10-16 X 1-1/2"PFH TEK SS SS 28 WEATHERSTRIP(187-270TRI-FIND - W a N a •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY °z EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". - a' L z � Na O � v � ] 0 O — Z m° DATE, 4126117 z SCALE N.T.S. € DWG.ar: JK m cHK ar: LFS 3 rm 12oanvnHc No.: n FL-15781.11 0 SHEET 6 OF 6 N V C :n Florida Building Code Online Page 1 of 2 .-�.�.-_,..� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications i FBC Staff ' BCIS Site Map Links Search daProduct Approval pr @ USER:Public User # Product ADproydl Meng>Product or Aonliration Search>Application L.ist>Application Detail r1 t,z FL# FL14850-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived M, Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 245 pine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer EJ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated a ldated By Steven M.Urich,PE (! Validation Checklist-Hardcopy Received Certificate of Independence FL14850 R3 COI EvalReport641C.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A-440 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquIl l FzfePou W... 1/10/2018 Florida Building Code Online Page 2 of 2 Sections from the Cade Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/02/2017 Date Approved 12/12/2017 Summary of Products =14850.1 Model,Number or Name Description FD-8750,Impact. FD-8750 French Door,SD-8700 Swing Door,SLT-8710 Sidelite,Impact. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL.14850 R3 11 CWS-64:1C1pdf Approved for use outside HVHZ:Yes Verified By: Lucas Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other:Large Missile French Door w/Sidelights,Max. FL14850 R3 AE EvaiReoort641C.udF French Door 6'x 8',Max.Single Door 3'x 8',Max.Sidelight Created by Independent Third Party:Yes x 8',DP+/-70 psf.Glass complies to ASTM E1300-04. Back Mext Contact Us::2601 Blair Stone Road,Tallahassee FI.32399 Phone:650-487-1.824 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 electronic mail 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 emalis 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 clink hese.. Product Approval Accepts: E '_J Ek Credit Card, :Safe https://www.tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu I I1 FzfePou W... 1/10/2018 vRNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 641C August 28, 2017 roduct Description: Series SD-8700, FD-8750, SLT-8710 PVC Swinging Door, LM Impact. 3 x8' nomi nal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44`x'Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6`" Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port, FL 2) Approval drawing CWS-641 C, signed and sealed by Lucas A.Turner, P.E. 3) Test Reports NCTL-210-3761-1,-1 A, -1 B, -1 C,-2,and-2A from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-641 C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-641C. Limitations of Use: This product: • May be used in up to 79"x 97"XX sizes,40"x 97"X sizes, and 36 31116"x 97" Sidelite sizes, with glass types and max. glass daylight sizes as shown in CWS-641C • Achieves design pressures of+/-70 p.s.f. • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Anchors indicated in CWS-641C shall be pan or hex head type and shall have a head or washer (integrated or separate)diameter of 0.420"min. • Requires Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade N.U.A. #14-0916.1 It • Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. #16-1117.021 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 417-0206.10' t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`h Ed. (2017)Florida Building Code for use in this product. Certification of Independence: 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 dol intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. t�"lM11111", 8/28/2017 Lucas A. Turner, P.E. L'r TF Of: :=u FL PE#58201 ,3 � SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN=MANUFAMANUFACTURED �U'U•N1C4W/m(/(')("]j TO COMPLY WITH THE FLORID (FBC),CURRENT WINDOW SYSTEMS LLII��//IIEDITION INCLUDING THEHIGH ANE ZONE(HVHZ)AN 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MIACT USE AS DEFINED OCALA,FLORIDA 34474 9" MAX.FRENCH DOOR WIDTH - 36 3/16" MAX - ---- -----{ IN ASTM E 1996 PER THE FBC. WWW.CWS.CC SIDELITE WIDTH ---- 37 5/8" MAX. 33 5/8" MAX. 2.GLAZING OPTIONS:(SE S EET 4) PANEL WIDTH PANEL WIDTH 3.CONFIGURATIONS:SINGLE OUTSWING,SINGLE OUTSWING 8700/10/50 PVC 26 5/8" — ------ 22 5/8" —— w/SIDELITE(S),FRENCH DOOR(S),FRENCH DOOR(S SWING DOOR GLASS DLO GLASS DLO D /SIDELITE(S),SIDELITE NOT ATTACHED. IMPACT 4.L CK OPT, N 1 UPTO.D6'8": G Z � 4z� 97„ 97" A.DOUBLE BORE w/TWO(2)INTERIOR FLUSH BOLTS. p MAX. HANDLE SET @ 36' Z w I o Q w z w HE. E UNIT B.MORTISE LOCK W/TWO(2)INTERIOR FLUSH BOLTS. W z O z}O__m E HEIGHT HANDLE SET @ 34" w F w�Z 0 3::E 2 C.MULTIPOINT(4 PT.) z Z=2¢m w O C C D 94 5/8" HANDLE SET @ 34" O O r O�j a=,� 95 3/16" ABOVE 6'8": p p u)F-z I-W 0- MAX, X X FLUSH BOLT ON I O 1 12 PANEL A.MULTIPOINT(5 PT.) z O O O_Z j U PANEL INACTIVE PANEL U(n Z HEIGHT HANDLE SET @ 34" 2 t w O O tL z HEIGHT >- ¢�pw-20- 84 3116" 1B1 j 83 5/8" 5.DESIGN PRESSURE RATING: F >} 2 O GLASS GLASS -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND w O o w(n o w cn w DLO OTE 4 DLO GLASS TABLES ASTM 1300-04e01/09. z w O.i N I- I -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER o w r ap D_Oz g} I INFILTRATION TEST PRESSURE AND GLASS TABLES mw�w U) 40" MAX.SINGLE ASTM E-1300-04e01/09. n F a a A 37 DOOR MAX D 2 6 INCHORAGE:THE 33 1/3%STRESS THE DESIGN OF THIS PRODUCT.EERSHE SHEASE EETS -122 FOR ANCHOR 43OT BEEN USED .+��?.....841aTz,'�t PANEL WIDTH DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD �%`Y�'•C E:J t�`•'fi*� FRENCH DOOR SIDELITE G;'ti" e �✓�� 26 5/8" ANCHOR CALCULATIONS. �. IVa 55201 •'�'.4 GLASS DLO A 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE `*; 8 1/2" NOTE: NOT REQUIRED. U; '40 =f 04 HINGE SPACINGS ARE 8-1/2" STATE OF . 97" j f FROM ENDS AND 20"MAX.O.C. 8.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS ���OT'•.�t L" ^li MAX. 20" FOR 81"TO 97"UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD. �i,S (+�•` UNIT HEIGHT 9.SERIES/MODEL DESIGNATION SO-8700,FD-8750,SLT-8710. It 10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 95 3/16" I X=OPERABLE SASH,O=FIXED SASH MAX. PANEL B X 1 B 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR HEIGHT LOCATION. I 9/22/2017 84 3/16" 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS A.TURNER,P.E. GLASS SEE SEVERE WEATHER. FL PE#58201 DLO 1239 JABARA AVE. NOTE 4 13.QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS NORTH PORT,FL 34288 _— L 1t2„ GRADE 2 BY PAMEX AND DELANY. PH.941-380-1574 A 14.MAX.PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR SHEET DESCRIPTION: -- NON-MULLED UNITS. TABLE OF CONTENTS SINGLE DOOR GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS........14 TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE: GLAZING DETAILS................................. ADE 09/08/11 SECTION VIEWS....................................5-7 5-7 SINGLE BOM.......... .............................................8 37-5/8"x 95-3/16" DWG#: REV.: EXTRUSIONSNS............................................9 FRENCH +/-70 PSF LARGE MISSILE IMPACT CWS-641 c ANCHOR SCHEDULE&NOTES..............10 ........___..._._. INSTALLATION DETAILS....................11-12 SIDELITE 33-5/8"x 94-5/8" SCALE: SHEET 1:35 1 OF 12 151 3/8" MAX.UNIT WIDTH a=m IJ('I('7j 3<3116MAX. ---.............._....--' 79" - 'WINDOW SYSTEMS L��/JSTH MAX.FRENCH DOOR WIDTH 1900 SW 44TH AVE. OCALA,FLORIDA 34474 3 33. X. Pr PANEL WIDTH WWW.CWS.CC - - .. _........ 8700/10/50 PVC 9 MAX, SWING DOOR UNIT IMPACT HEIGHT z 94 518" 95 4 3: z Q SIDELITE Q I.AFLUSH O PANEL z w-i o a I-z w HEIGHT o z O z W--t: HEIGHT LL :7c W Z 0 2 Z Z2�Q0_w�p 83 5/8" 843/16" O O F-O i4= w SIDELITE SEE O rJ a- aGLASS DOOR GLAS z zzC7O ~UU) DLO SHT1 DLOQ F-�owzp06-Z 2 O F F O- -- - - >Unp-zoi >-Z) 22 5!8" 26 5/8" Z rn w O w U)F GLASS DLO GLASS DLO a. W p a z�j = D' W?W0 FRENCH DOORw/SIDELITES o ° (r o_ *aa a aaa1r11trlrr�,! r+,rtffiRF41 gSLN' i GER15 GQj✓�' 115 3116"MAX.UNIT WIDTH ;v.' No 58'1',31 •:9 76 3/16" MAX.UNIT WIDTH—' 36 3116"MAX. -- - 79" ' SIDELITE WIDTH MAX.FRENCH DOOR WIDTH 36 3116" MAX. 40" MAX.SINGLE fr= SIDELITE WIDTH DOOR WIDTH F :p 33 5/8" MAX. 37 MAX. 3 518" MAX. 37 5/8"MAX. s1 O R PANEL WIDTH OR WIDTH EL WIDTH I DOOR WIDTH x'16,IOWA t - 97" MAX. 97" UNIT MAX. HEIGHT UNIT Z- HEIGHT 95 3/16" 9/22/2017 94 5/8" 94 518" PANEL LUCAS A.TURNER,P.E. SIDELITE Q X 95 3116" SIDELITE HEIGHT O xHEIGHT FL PE#58201 PANEL HEIGHT FLUSH HEIGHT 1239 JABARA AVE. 83 5/8" BOLT NORTH PORT,FL 34288" SIDELITE ON FL 835/884 3116" PH.941-380-1574 GLASS SEE INACTIVE 84 3/16" SIDELITE DOOR NOTE 4 DOOR SEE SHEET DESCRIPTION:' DLO PANEL GLASS GLASS NOTE GLASS SHT1 DLO DLO SHT1 GENERAL NOTES AND _-L ELEVATIONS DRAWN BY: DATE: 22 518" 26 518" 22518- 265/8" - ADE 09/08/11 GLASS DLO GLASS DLO GLASS DLO GLASS DLO DWG#: REV.: FRENCH DOOR w/SIDLITE SINGLE DOOR w/SIDELITE CWS-641 C -- SHEET 1:35 2 OF 12 40" MAX.SINGLE 79" MAX.FRENCH DOOR WIDTH 36 3/16" MAX, OyAy(4lIUr WINDOW SYSTEMS(//�(�j DOOR WIDTH SIDELITE WIDTH I\y/I 37 518" MAX. 37 5/8" MAX. 33 5/8" MAX 1900 SW 44TH AVE. PANEL WIDTH PANEL WIDTH PANEL WIDTH OCALA,FLORIDA 34474 26 5/8" 26 5/8" 22 5/8" WWW.CWS.CC GLASS DLO GLASS DLO GLASS DLO --' —L NOTE, 8 1/2" HINGE SPACINGS 8700/10/50 PVC 81' FLUSH ARE 8-1/2"FROM 81 I FLUSH 87" SWING DOOR MAX. BOLT 215/16- ENDS AND 21-5/16" UNIT BOLT MAX. IMPACT UNIT MAX.O.C.UP TO HEIGHT UNIT HEIGHT 81"UNIT HEIGHT. HEIGHT 79 3116" 79 3/16" 78 5/8" z Q PANEL X PANEL X p X PANEL Q W 0 0 HEIGHT HEIGHT HEIGHT i z O W E _T..__ w Z O Z of-L GLASS INO ca 68 ASS SEE GLASS o la–w z��M_ DLO 4 DLO NOTE 4 DLO O O I=–O U¢=O83/16F SHT1 Z0 Dc-0 arcn6. -----. 81/2" ¢ OzOu)zOLLO SINGLE DOOR i FRENCH DOOR SIDELITE 0 o~z z w DDKcco0wU)w a- z a IDH D'(n(L OJ- 0 _~0 W�w� i-°-- 1513/8" MAX UNIT WIDTH ?vim• No 5=31 ••':�-1 L 112 3/8" MAX.UNIT WIDTH 36 3/16"MAX. 79° MAX.FRENCH DOOR WIDTH 36 3/16" MAX 40" MAX.SINGLE -01 SIDELITE WIDTH SIDELITE WIDTH DOOR WIDTH STATE OF W: 33 5/8" MAX. I–37 5/8"MAX.'{ O •"Z PANEL WIDTH PANEL WIDTHI 33 5/8° MAX. 37 518' MAX. '��F".1 O H i "�Z S PANEL WIDTH PANEL WIDTH .S.I....... - --......__.... 7------— 7---._...---- 811" FLUSH 81" FLUSH MAX BOLT UNIT BOLT UNIT HEIGHT HEGHT 79 3/16" DOOR Z 7-- 78 78 5/8" DOOR 78 5/8" PANEL SIDELITE Q X Q 0 X Q PANEL HEIGHT SIDELITE Q p X Q HEIGHT 9/22/2017 HEIGHT HEIGHT LUCAS A.TURNER,P.E. 67 5/8" 68 3/16" 6831161, SIDELITE DOOR 67 5/8" DOOR FL PE#58201 GLASS SEE GLASS SIDELITE 1239 JABARA AVE. DLO NOTE DLO GLASS GLASS NORTH PORT,FL 34288 SHT 1 —I DLO DLO PH.941-380-1574 L SHEET DESCRIPTION: z2 5/6" 265/8- 22 518" 26 5/a" GENERAL NOTES AND GL GLASS DLO ASS DLO GLASS DLO GLASS DLO ELEVATIONS DRAWN BY: DATE: FRENCH DOOR w/SIDELITES SINGLE DOOR w/SIDELITES ADE 09/08/11 DWG#: REV.: CWS-641 C SCALE: SHEET 1:35 3 OF 12 GLASS TYPES jm MAX.UNIT WINDOW SYSTEMS HEIGHT SIDELITEfA GLE FRENCH 1900 SW 44TH AVE. 1"OVERALL 1" OVERALL 81" A A OCALA,FLORIDA 34474 97" B B B WWW.CWS.CC 3116"TEMPERED 3/16"TEMPERED - -- 5/16"AIRSPACE 3/8"AIRSPACE 8700/10/50 PVC 112" LAMINATED 7116" LAMINATED SWING DOOR 3/16"ANNEALED3116"ANNEALED IMPACT 10$ ,F DUPONT PVB INTERLAYER _UP SENTRY GLASS IONOPLAST INTERLAYER ¢ z � <z � 3/16"ANNEALED 3/16"ANNEALED F O w 0 <O w 0 O ' w z O z L F QUANEX DURASEAL d QUANEX DURASEAL r, O ¢U)�}O 0 m IG SPACER i SIKA-SIKAFLEX 552 or IG SPACER SIKA-SIKAFLEX 552 or u. I-w z I- _ HENKEL-PURFECT GLAZE"H" 11 HENKEL-PURFECT GLAZE"H" Z z mm¢a w 0 O OU 00ri)F- F Oa 0 Z_ Z 7 cI Q OZ_OWZ=UU # 3/4" GLASS BITE 3 �� 3/4" GLASS BITE < 0 w-T O? 73 iY Q 2�Y(00 ftp 10 1p k1 w LLof zmwEn0WyW a (w =r a W3: L r a a a '�p0unttf,"t� ��.� �riaR£11,T p� 2 U21 No 53201 �:• STATE OF •\wLU -*Jill f1p;1101 ,7-;7- 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34286 PH.941-380-1574 FU FU SHEET DESCRIPT10N: GLAZING DETAILS GLASS TYPE A GLASS TYPE B DRAWN BY: DATE: ADE 09/08/11 DWG#: REV.: CWS-641 C SETTING BLOCKS PER FBC 2411.3.3.1 scA E: SHEET 1:1 4 OF 12 INTERIOR WIN�� 68 7 74 38 4546 61 68 7 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 64 35 8700/10/50 PVC SWING DOOR s3 IMPACT 19 1 35 35 5 __. U- - - - lr � W ZJOZ � ZW 64 o �zF-� 2 LL F-w = 9 1 ..� z z2 ¢�wp0 �\ O Oy)O V(LP 0a.. Z ZOO=z ZjUW } q wWO0wpz q7 M 67 56 58 41 0 73 1 4 18 3 4 44 67 ~ }? z0 ui w Din C90wcow zea 0-1tnE- _~of w�r m w U) SECTION VIEW B-B `t�ttuutrrrrr INTERIOR z�• No 55201 1 GO 38 30 31 *' 73 � ,x'45 ONA4✓�G�� ALTERNATE 1 ALTERNATE 2 ''�rrftrittat``t� 71 47 "MORTISE 9/22/2017 7SH BOLT 3 MULTIPOINT LOCK LUCAS A.TURNER,P.E. FL PE#58201 g 1239 JABARA AVE. 70 59 NORTH PORT,FL 34288 PH.941-380-1574 14 56 SHEET DESCRIPTION: 69 — SECTION VIEWS 55 6 SINGLE DOOR ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: 56 35 5051 10-12,13,15-17,22,43,48,54,57-58 ADE 09/08/11 DWG#; REV.: ITEMS NOT USED IN VERSION SHOWN: CWS-641 C SECTION VIEW A-A 2-3,8-9,15-16,25-28,30-34,36-40,43,52-53,60,62,65-66,72.76 SCALE: SHEET 1.2 5 OF 12 i WINDOW SYSTEMS� 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC I INTERIOR 8700/10/50 PVC SWING DOOR 7 61 35 33 3 35 65 41 66 14 14 34 35 61 68 7 IMPACT Z ¢ZR: 1 Z W J O ¢W W WQ z0?}OD_ m LL F- Z-�gx 0 0E-0aawpO QQaxr� 0 0 d ._ Z O_QQ Z) _�Utq s, ¢ _ZUrnzOu Z g�Owf t W Li-fnWUQJEOW En Fa o _~0 w Wm n.�`�, 19 2324 4 71 73 4 30 31 32 6620 13@ 47 2 73 1 4 12 18 19 3 4 44 67 " ' .......... v No 55201 :9 SECTION VIEW C-C =*: O: STATE OF :4:` ,c zz 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEWS FRENCH DOOR NOTE:VERTICAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: TO SINGLE DOOR,SEE SHEET 5 10-13,15-17,22,26-28,36-39,43,54,57 ADE 09/08/11 DING i1: REV.: ITEMS NOT USED IN VERSION SHOWN: CWS-641 C 8-9,15-16,25,40,42,4546,48,52-53,58,60,74.76 SCALE: SHEET 1:2.5 6 OF 12 WINDOW SYSTEMS 53 62 INTERIOR 53 9 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR --Q IMPACT 40 1s a ? azo __..._.,._. t- O w 0 Q w p W 5 g2 r < w zoz Q:Mw_ ISI az _-. ......_...... o awl}Oxi�:m s [ ] 1 1 z z=8awwo= I'r'I z OF-OUQ=�� 40 19 4 4 47 7 3 4 ZN'0Zz~jw Q OZUujz�U– SECTION VIEW E-E >- ��O W o o Z g 2 w 0�Kc}noOf U'o w�w ow OJrnF- ly a a0 W F o a-M > SEALANT APPLIED TO aw a w ADJOINING FACES BY INSTALLER INTERIOR ,v No SS201 9: p. #10 HEX WASHER HEAD TEK it 1.1 JOINING DOOR FRAME TO SIDELITE. 6"FROM TOP AND BOTTOM t STATE OF V 17'MAX.O.C. %O�c�' l a 1 ' 47 Zz 9/22/2017 5 52 LUCAS A.TURNER,P.E. SEALANT APPLIED TO —#10-24 x 1-314"TYPE F FL PE#58201 ADJOINING FACES THRU HINGE INTO SIDELITE AT EACH HINGE. 1239 JABARA AVE. b BY INSTALLER SEE SHEETS 1&3 FOR HINGE SPACING. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEWS g ATTACHED SIDELITE ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: SECTION VIEW D-D 10-11,16,22,28,43.57 ADE 09/08/11 ITEMS NOT USED IN VERSION SHOWN: DWG#. REV.: 1-3,6-15,17-18,20-21,23-24,26-27,30-39,41,44-46,48-52,54-56,58-61,63-71,74-76 CWS-641 C SCALE: SHEET 1.2 7 OF 12 PARTS LIST PARTS LIST '(L/��{/��� ITEM PART# DESCRIPTION MATERIAL VENDOR ITEM PART# DESCRIPTION MATERIAL VENDOR f/(� 71 1 H-1833 MAIN FRAME,HEAD ALUM KEYMARK 51 P-5131 GASKET,DOOR SILL,BACK FOAM HO PRODUCTS li�/I 2 FI-1857 ASTRAGAL,INACTIVE,FD,PVC ALUM KEYMARK 52 P5134 SCREW,#10 X 1-314"FLAT SQUARE TYPE F @ HINGE FASTENAL WINDOW SYSTEMS 3 H-1858 ASTRAGAL,ACTIVE,FD PVC ALUM KEYMARK 53 P-5151 GASKET,SIDELITE FOAM HO PRODUCTS 1900 SW 44TH AVE. 54 P-5157 SCREW#10-24 x 1/2",FI Undercut PH,18-8SS @ KEEPER FASTENAL OCALA,FLORIDA 34474 4 H 1860 REINFORCEMENT,VERT. ALUM KEYMARK WWW.CWS.CC 5 H-1861 REINFORCEMENT,HORIZ ALUM KEYMARK 55 P-5158 BOTTOM SEAL RUBBER TEAM 6 H-11878 MAIN FRAME,SILL ALUM KEYMARK 56 P-5172 WSTP,.370 X.187,TRI FIN,BLACK ULTRAFAB 7 H-1880 MAINFRAME,JAMB ALUM KEYMARK 57 P-5174 SCREW#8 X3/4"HEX WASHER HEAD,@ FRAME FASTENAL 8700/10/50 PVC 8 H-1881 MAINFRAME,SIDELITE DOOR ALUM KEYMARK 58 P-5186 SCREW#8-32 x 1-114"PH,FL MS,SS @ PLUNGER SS FASTENAL SWING DOOR 9 I{1900 MAINFRAME,SIDELITE JAMB,HEAD,SILL ALUM KEYMARK 59 S-1783 THRESHOLD,HIGH RISE ALUM KEYMARK 60 S-1784 INSERT,REINFORCEMENT ALUM KEYMARK IMPACT 10 P-3039 SETTTING BLOCK,85 DUR.1/8 X 1 X 2 RUBBER FRANKLOWE 11 SIKAFLEX 552 or PURFECT GLAZE"H" SIKA-HENKEL 61 S-1806 COVER,JAMB,ANCHOR ALUM KEYMARK 62 S-1816 COVER,JAMBS,HEAD,SILL,SIDELITE ALUM KEYMARK 12 P-3503 SCREW#8 X 112"PH TRUSS SS ASTRAGAL CAP FASTENAL ¢ z ¢z 3: 13 P-3511 SCREW#8 x5/8"SQ.PAN TEK @ TIEROD BRKT FASTENAL 63 S-1817 DRIP CAP ALUM KEYMARK z w w o ¢w 0 wr 14 P-3587 SCREW#8 X 1",PH FLAT TEK ASTRAGAL INSERTw,LOCK FASTENAL 64 5-1840 COVER,HEAD,ANCHOR ALUM KEYMARK z zOz 65 S-1849 INSERT,INACTIVE PNL,LOCK HARDWARE KEYMARK O ¢U) }O=3:m 15 P-3767 SCREW,#10 X 1"HEX HEAD,TEK SIDELITE FASTENAL 66 5-1859 COVER,ASTRAGAL,FD ALUM KEYMARK LL �w z F-�2_ z z=�a� 16 P-4146 SCREW#8 X 3/4 PHIL,FLAT SS TEK SIDELITE SHIM FASTENAL 67 S-1864 INSERT,FRONT,BTM ATTACH SILL ALUM KEYMARK O O r O Cj a= 17 P-4278 FUZZY PAD,.200"x 1.250"W/ADHESIVE ULTRAFAB 68 S-1865 INSERT,BACK,BTM ATTACH SILL ALUM KEYMARK o z m w z z I~- vi 18 P-4522 #10 x 1 1/4",PH FLAT,SMS-HINGE PANEL FASTENAL 69 S-1915 BASE,SWEEP ALUM KEYMARK zQ 00 U�'z=U— F--LLmOOu-Z 19 P-4774 WSTP,BULB/LEAFS,PANEL AMESBURY 70 S-1916 DRIP COVER,SWEEP ALUM KEYMARK > ¢�:O w—=O_ 20 P-4790 FLUSH BOLT,ASSM,TOP/B1TvI SULLIVAN 71 S-6083 PANEL,TOPIBTM RAIL,SIDES-DOOR PVC MIKRON ¢ � > w U 3:z LD vi 21 P-4794 SCREW#8 x5/8"SO FLAT TEK INSERT ATTACH FASTENAL 72 S-6083 PANEL,TOP/BTM RAIL,SIDES-SIDELITE PVC MIKRON w O o w c}n o w w 22 P-4802 ALL THREADED ROD TIE ROD MCMASTER 73 S-6084 GLAZJNG BEAD(1") PVC MIKRON Q. ?=a �p�w 23 P-4807 HINGE,GUIDE HOPPE 74 H-1888 REINFORCEMENT,VERT.,SINGLE DOOR ALUM KEYMARK O w I 0 w=g> 24 P480SIP4809 HINGE,SET HOPPE 75 GLASS SEE SHEET4 a ~ o �'a 25 P-4814 WSTP .50X.750 FOLDED BULB SEAL,Q SIDELITE AMESBURY 76H-1862 REINFORCEMENT,VERT. ALUM KEYMARK 26 P-4863 LOCK STRIKE PLATE PADDOCK 77 P-4887 MORTISE LOCK PADDOCK ++`� k41�'"loo 27 P-4864 RHINO STRIKE PLATE PADDOCK 28 P-4866 GUIDE,TIE ROD NYLON M&M 29 P-4871 TIE ROD BRACKET ZINC SULLIVAN S� No 55201 :9 L 30 P-4885 SHOOT BOLT,TOP PADDOCK 31 P-4886 SHOOT BOLT,BOTTOM PADDOCK '31: STATE OF :fG3 32 P-4851 LOCKBAR INACTIVE,8 FT PADDOCK ',0.•.•f p;`ai 32 P-4884 LOCKBAR MULTI-POINT.5PT,8 FT PADDOCK 32 P4901 LOCKBAR,MULTI-POINT,4PT,6'8 FT PADDOCK 32 P-4902 LOCKBAR INACTIVE,6'8 FT PADDOCK 33 P-4903 HANDLE SET,ACTIVE PADDOCK 34 P-4905 HANDLE SET,INACTIVE PADDOCK 35 P-4913 WSTP,.50X.50 FOLDED BULB SEAL,@ DOOR SCHELGEL 36 P-4917 CAP,ASTRAGAL,OUTSIDE NYLON M&M X� 37 P-4918 GUIDE,FLUSH BOLT INACTIVE PNL M&M HEAD SILL 9/22/2017 38 P-4922 COVER INTERIOR FLUSH BOLT NYLON M&M LUCAS A.TURNER,P.E. 39 P-4925 CAP,ASTRAGAL,INSIDE NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED FL PE#58201 40 P-4926 SHIM,SIDELITE,DOOR SHIPPING BLOCK NYLON M&M 1239 JABARA AVE. 41 P-4927 GUIDE,FLUSH BOLT NYLON M&M NORTH PORT,FL 34288 42 P-4930 SCREW,#10 X 1-1/4"HEX HEAD TEK @ SIDELITE ATTACH FASTENAL PH.941-380-1574 43 P-4933 NUT,318"-16 FLANGED W/SERRATED LIP,SS,@ PANEL McMASTER SHEET DESCRIPTION: 44 P-4934 SCREW,#12-24 X 1/2",PH FLAT,MS,@ HINGE FASTENAL 45 P-4936 DOOR KNOB,ACTIVE PANEL DELANY BOM 46 P-4937 DEADBOLT,ACTIVE PANEL DELANY DRAWN BY: DATE 47 P-4969 SCREW,#10 X 2"REINF.ATTACH. FASTENAL 48 P-4997 STRIKE DEADBOLT PADDOCK ADE 09/08/11 49 P-5127 SCREW,#12 X 2",PH PAN,SMS,ANCHOR FASTENAL DWG 9: REV.: 50 P-5130 GASKET, DOORSILL,FRONT FOAM HO PRODUCTS 'ALTERNATE APPROVED LOCKSETS: CWS-641 C PAMEX GRADE 2 LOCKSET AND DEADBOLT SCALE: SHEET 1:1 8 OF 12 �•••— 4 9116"----_----j 1 3/4'�j 2 314"� 2 7/16" 5/8" WINDOW SYSTEMS;:E�z -LJ 2 59 1900 SW 44TH AVE. 1__ I:j1 3/16" �f�-��j►-- 1 7/16^ 71 I 1/16" g/1g^ } I�64 OCALA,FLORIDA 34474 1/16" 72 t L WWW.CWS.CC } - 1116" THRESHOLD-1783 HEAD COVER-1840 DOOR HEAD-1833 4 5116" 8700/10/50 PVC s 112" SWING DOOR Tae;1116" r21/4" IMPACT 49/i6"� 1/4" 61 3/860 5116" � ¢ z 3: QZo 1 1/1 a 6 1/16" FILLER-1784 z w o 0 t_ a wZ-w REINFORCEMENT-1857 FRAME COVER-1806 w z O z X 1/16" o ¢m§}0X3m 5/8"-- - z z=�azwop DOOR SILL-1878 2 5!8"—"' 2 3/8"— O O F O cj¢=F_x PVC DOOR PANEL-6083 O O v1 F-Z D_F-m n. T 62 11/16" 3 Q OZUvjzzUc �49116" �{ f- 1112" 311" 1/16"- � �uOwC.) ZLL u PVC GLAZING BEAD-6084 w 0,FF-}j D 2 SIDELITE COVER-1816 w Ow o X ❑w rn w O m vl F U =JI 5 45116" WTa- WoWu) 1 9/16" 1116" 215/16" a x pF 1/16' 1/16" I�11/8° , -• a 1 1511 6" - 63 aWnstr", DOORJAMB-1880 Li I c 5/8" Jt P1y0Fl_4Y T�y� 3/4" L 1/16" :G��.y�C8f7s;•.`Q,;.. 4 1— 69 DRIP CAP-1817 +v l No 501 L 49116' REINFORCEMENT-1861 REINFORCEMENT-1858 1/16- *; x BASE SWEEP-19155 STATE OF _;�> � O'. v -� 1 112" 1 112" Z6- J�L71,,6 ' ............ ..O P..,r : 2112' aS/ON rio 1/16^ 4 � 6 13/16" 68 13 " 215/16" 1116" 1/16" 215/16" 1/16" DRIP COVER-1916 Z� SIDELITE-1881 INSERT,BACK-1865 9!22/2017 LUCAS A.TURNER,P.E. 4 9116" REINFORCEMENT-1860 REINFORCEMENT-1862 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 IL J c 3" „ PH.941-380-1574 Al 314"-^{ SHEET DESCRIPTION: 21116" nr== 6 7 6 1/16" 11(16" 65 EXTRUSIONS 1/11 6" 1—_ 1/16° 2" 1 1/8• INSERT,FRONT-1864 DRAWN BY: DATE: SIDELITE-1900 ADE 09/08/11 INSERT,INACTIVE PNL-1849 DWG#: REV.: ASTRAGAL COVER-1859 CWS-641 C SCALE: SHEET NOTE:ALL EXTRUSIONS ARE 6063-T6 ALUMINUM 1:2 9 OF 12 WIN zm ANCHOR @MIDSPAN(TYP.) 4 (NP') 1900 SW 44TH AVE. 4"(TYPO OCALA,FLORIDA 34474 6" MAX.(TYP.) ANCHOR @MIDSPAN(TYP.) �( 6" MAX.(TYP.) 6WWW.CWS.CC " MAX. TYP.)-.-.—. _ 4" (TYP.) 2"(TYP.)`WOOD/METAL 6„ MAX.(TYP.) n 4"(TYPE A� r 2" (TYP.)'WOOD/METAL SEE NOTE 2 rh 1, SEE NOTE 2 8700/10/50 PVC SWING DOOR IMPACT 17" 17"MAX < z Q MAX.O.C. O.C.(TYP) INSTALLATION z w w p <I--w w o (TYP.) INSTALLATION ANCHOR(TYP.) ANCHOR(TYP.) w z O z D: � O X O O X X O o Tc F-LU co 0M�co Z z <0�W00 O0u,F-za-F--v0[L Zo z—jZzl— �cn 1--w�0ozowz0u-z 2�Olw-r-Lo"' O- r r}�� I W uowmwowow U IU 5- ?=a mO�N SIDELITE DOOR SIDELITE SIDELITE DOOR DOOR SIDELITE M ILL ~a w�a U) ANCHOR LAYOUT-(FLANGEI ANCHOR LAYOUT-(FLANGE) _.... RCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. �C�r E{l .•�2'4 ,v. No 55201 9� 51 STATE OF .Q NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. Z� 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 11. 9/22/2017 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD LUCAS A.TURNER,P.E. MUST 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 NORTH PORT,FL 34288 MINIMUM SPECIFIED IN TABLE 1,SHEET 11. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 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:4"FOR MASONRY,2-3/16"FOR HINGES(ALL SUBSTRATES),1"FOR WOOD AND METAL. DRAWN BY: DATE: ADE 09/08/11 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 n: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-641 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMNNVDMA 300(EXTERIOR DOORS) 1:8 1ODF 12 TYPICAL HEAD ANCHORA /7j/J� MIN.EDGE DIST. INTERIOR —1/4" MAX.SHIM aj:y0.L(Yll!/ SEE TABLE 1 MIN,EMBEDMENT WINDOW/SYSTEMS SEE TABLE 1 1900 SW 44TH AVE. CONTINOUS DBL 1/4"BEADS OF SEALANT OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS AROUND PERIMETER AT ALL INDICATED WWW.CWS.CC SEE TABLE 1 MIN.EMBEDMENT POINTS BETWEEN FRAME AND SUBSTRATE ____ SEE TABLE 1 BY INSTALLER. MIN.EDGE DIST. �I SEE TABLE 1 8700/10/50 PVC Ij INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANT-•---- SEE TABLE 1 IMPACT BYINSTALLER ) �1/4" MAX SHIM INSIDE AND OUT a z Qz3 INTERIOR z w_j o¢ r_z w W zoz o'_?r CONTI NOUS DBL 114"BEADS OF SEALANT -- INSTALLATION ANCHOR HINGE ANCHOR _ LL. F_w Z F_3:m x AROUND PERIMETER AT ALL INDICATED SEE TABLE 1 z z x 2 Q w W 0 0 SEETABLEI O Oro ¢xF-o: POINTS BETWEEN FRAME AND SUBSTRATE L) 0 u)F-z a r N D_ BY INSTALLER. HINGE MIN.EDGE DIST o Z-� z t-x(n SEE TABLE I z O_OUc--,0— Z Q r0w-M0 �F-�F O_ PERIMETER SEALANT BY INSTALLER HINGE MIN.EMBEDMENT w O o F->i o w L)w PERIMETER SEALANT INSIDE AND OUT SEE TABLE 1 i z�W to BY INSTALLER SUBSTRATE BY OTHERS D. x a Q.O SEE TABLE 1 p wF-O Q. INSIDE AND OUT �B�HORIZONTAL SECTION as F a a 11 TYPICAL JAMB lHINGE ANCHORAGE IN.EMBEDMENT SEE TABLE I SUBSTRATE BY OTHERS SEE TABLE 1 v Na 55231 :9 MIN.EDGE DIST. 81/2"(TYP.) 0:, 8>ATE OF : �Z SEE TABLE 1 ANCHORS THRU i� 1 C •\ ; AVE TICALSECTION HINGE(TYP.) SILL ANCHORAGE 1 TYPICAL il`ONA is l TABLE 1:APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. CONCRETE(2.85 KSI MIN.) 1/4"ELCO ULTRACON 1-3/4" 2-112" Z� HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 1/4"ELCO ULTRACON 1-1/4" 2-1/2" 21 5116" MAX 9/22/2017 2X MIN.SOUTHERN PINE(G=0.55) 1/4"ELCO ULTRACON 1-318" 7/8" SEE NOTE IN.SOUTHERN PINE(G=0.55) #12 WOOD SCREW 1-3/8" 7/8" _ LUCAS A.TURNER,P.E. FL PE#58201 16 GA I -F 1/2" 1239 JABARA AVE. STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" NOTE: NORTH PORT,FL 34288 1/8"ALUM.(6063-T5 MIN.)OR #12 GRADE 5 SELF-TAPPING/ FULL THREAD HINGE SPACINGS ARE: PH.941-380-1574 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 112" 8-1/2" FROM ENDS SHEET DESCRIPTION: HINGE ANCHORS INTO CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON1-3/4" 2.1/2" 21-5116"MAX.O.C.FOR UP TO 81"UNIT HEIGHT. INSTALLATION DETAILS 20" MAX.O.C.FOR OVER 81"UNIT HEIGHT. DOOR HINGE ANCHORS INTO HOLLOW OR GROUT-FILLED 3/16"ELCO ULTRACON 1-1/4" 2-1/2" CMU(ASTM C-90) HINGE ANCHORS INTO 2X MIN.SOUTHERN DRAWN BY: DATE: PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8' ADE 09/08/11 HINGE ANCHORS INTO 16 GAUGE(0.060")MIN. #10-16 HILTI KWIK-FLEX OR ffW FULL THREAD DWG#: REV.: STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 112" HINGE LAYOUT CWS-641 C HINGE ANCHORS 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING I FULL THREAD112" 1:30 SCALE: --"— SHEET 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 1:2 1'OF T TYPICAL HEAD ANCHORAGE INTERIOR 1/4" MAX.SHIM cm(yl!//r m II���s MIN.EMBEDMENT WINDOW SYSTEMS MIN.EDGE DIST. SEE TABLE 1,SHT 11 1900 SW 44TH AVE. SEE TABLE 1,SHT 11 CONTINOUS DBL 1/4"BEADS OF SEALANT OCALA,FLORIDA 34474 AROUND PERIMETER AT ALL INDICATED WWW.CWS.CC SUBSTRATE BY OTHERS POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 MIN.EMBEDMENT BY INSTALLER. MIN.EDGE DIST. SEE TABLE 1,SHT 11 SEE TABLE 1,SHT 11 8700/10/50 PVC INSTALLATION ANCHOR _ SWING DOOR PERIMETER SEALANT------- 114" MAX.SHIM SEE TABLE 1,SHT 11 IMPACT BY INSTALLER INSIDE AND OUT E z ¢z Q INTERIOR w z oz Q� W 0 acn�Ey0W�:m CONTINOUS DBL 1/4"BEADS OF SEALANT z z= Z it�g= AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR O 0 r O <M 0 W POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 0 O�r z D-F ui a BY INSTALLER. 0 Z-U) z F �_ Q OZ Ut»Zz)VU I--D-MO�D-Z >- Q�Ow-20- w :EPERIMETER SEALANT BY INSTALLERH I}-(a0 INSIDE AND OUT w OLL�w V W cQ W PERIMETER SEALANT m z-a BY INSTALLER SUBSTRATE BY OTHERS o w 0 a > SEE TABLE 1,SHT 11 0 af (L(L O INSIDE AND OUT - - --r DO HORIZONTAL SECTION _ a F D- m�a MIN.EMBEDMENT 12 TYPICAL JAMB ANCHORAGE SEE TABLE 1,SHT 11 d0 goREw 10, SUBSTRATE BY OTHERS5 v..........; 5 G SEE TABLE 1,SHT 11 ' p.. G E F1 �•.'A,� 1 No 55201 •'�� MIN.EDGE DIST. SEE TABLE 1,SHT 11 '31 STATE OF C VERTICAL SECTION 12 TYPICAL SILL ANCHORAGE zz 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS SIDELITE DRAWN BY: DATE: ADE 09/08/11 DWG#: REV.: CWS-641 C SCALE: SHEET 1.2 12DF 12 / 0 ., MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 N EPTANCE OA www.miamidnALgov/economy Lawson In ustries,Inc. 8501 NW 90 Street Medley,FL 33166 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building 14eA, Velociurr'ce oPRO :Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions"sheets 1 through 10 of 10,dated 04/27/10,with revision E dated 05/14/18,prepared by manufacturer,signed and sealed by Thomas J. Sotos,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. ISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it.shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.17-1212.24 and consists of this page 1 and evidence pages E-1, E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 18-0529.03 MIAMI•DADE COUNTY Expiration Date: May 30,2023 Approval Date: June 14,2018 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No. 02-0501.05 and 95-1212.09) 2. Drawing No. LAW-ML-1001,titled"Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10,with revision D dated 11/21/17,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-02-T071, dated 09/16/02,tested per ASTM E8,signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 2. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No. 02-0501.05) 3. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of 120"span aluminum tube mullion with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering &Testing, Inc.,Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 4. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 5. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Hurricane Engineering&Testing,Inc., Test Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E.Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) Manuel PerezUine Product Control Exa NOA No. 18-0 Expiration Date: May 30,2023 Approval Date: June 14,2018 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNw;uED) 6. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 01/31/96, signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA No. 95-1212.09) 7. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90"span mullion and a 45"high fixed window on top,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12,prepared, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.07) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 61 Edition (2017), and of no financial interest, dated November 17,2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-02-1714, HETI-02-1716, HETI-02-1717,HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering& Testing, Inc., signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No. 02-0501.05) 3. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96,both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 02-0501.05) Manuel P ,P.E. Product Controlxa iner NOA No. 1 29.03 Expiration Date: May 30,2023 Approval Date: June 14,2018 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Reports No.: FTL-3619,FTL-3620, FTL-3621, FTL-3622, FTL-3623, FTL-3624,FTL-3625, FTL-3626,FTL-3627,all dated 11/27/02, issued by Fenestration Testing Laboratory, Inc., and signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0128.06) 5. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test,dated 04/07/17, signed by Nelson Erazo. G. OTHERS 1. Notice of Acceptance No. 17-0222.13 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement— L.M.I.", approved on 04/13/17 and expiring on 05/30/18. 2. One year approval, subjected to successful verification test. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10,with revision E dated 05/14/18,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of 108-1/2" span aluminum 2"x 4"tube mullion with no reinforcement,prepared by Hurricane Engineering& Testing,Inc.,Test Report No. HETI-18-6036, dated 05/04/18, signed and sealed by Rafael E. Droz-Seda,P.E. 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 108-1/2"span aluminum 2"x 4"tube mullions with no reinforcement,prepared by Hurricane Engineering& Testing, Inc., Test Report No. HETI-18-6037, dated 05/04/18, signed and sealed by Rafael E. Droz-Seda,P.E. Manuel Pere Product Control E mine NOA No. 18- 9. Expiration Date: May 30,2023 Approval Date: June 14,2018 E-3 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of 120"horizontal span and 74"vertical span,2"x 6"aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-18-6038,dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E. 4. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 120"horizontal span and 74"vertical span,2"x 6"aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-18-6040, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017),prepared by manufacturer, dated 05/24/18, signed and sealed by Thomas J. Sotos, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 17-1212.24 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement— L.M.I.", approved on 02/01/18 and expiring on 05/30/18. kffd& Manuel erez, Product Control Ex i r NOA No. 18 52 03 Expiration Date: May ,2023 Approval Date: June 14,2018 E-4 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. 0 GLAZING HORIZONTAL MULLION 1 C4 PRODUCT RECTANGULAR ALUMINUM TUBE MULLION USING MULLION PROPERTIES ONLY ANCHOR/CLIP HORIZONTAL MULLION N GLAZING UCT PROD + Z GENERAL NOTES: 0 0 F, 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE(2014-5th Edition&2017-6th + w Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). z 0 ra It 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE z W VERTICAL VERTICAL APPUCABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD. WATER a MULLION MULLION INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. � 0 II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS. 2 z z r4 INCLUDING WINDOWS, ODORS OR COMBINATIONS MAY BE MULLED. GLAZING GLAZING GLAZING GLAZING 3* 4. WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER DO E_ W ::> z PRODUCT PRODUCT PRODUCT PRODUCT LOADS TO THE STRUCTURE. :x 5.ANCHORS SHALL BE AS LISTED.SPACED AS,SHOWN ON DETAILS,ANCHORS UC.) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. z ANCHOR/CLI 6, ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. STRESS IS USED IN DESIGN OF r U) -4 7.A LOAD DURATION INCREASE IN ALLOWABLE WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS. VJQ ck: NN wl W2W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET MULLION SPAN THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8,4. MULLION SPAN• U) WIDTH (W) W7 ,—=W2 , w-, MULLION_& CLIP NOTES z 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 2 OF 10 FOR DETAILS AND NOTES. ANCHOR/ LIP ANCHOR/CLIP * REFER TO SHEET 3 OF 10 FOR MAX, MULL DESIGN PRESSURE CHARTS ....... HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. m c - REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS � GLAZING K! IOA 3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS Z pj� DUCT VERTICAL % 31 6, 7 8, & 9 OF 10 FOR DETAILS AND NOTES, MULLION + REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS Z GLAZING GLAZING PRODUCT PRODUCT GLAZING GLAZING z PRODUCT PRODUCT 01 Ln VERTICALLION ANCHOR/CLI MUL ANCHOR CUP —ANCH . .............. 0 W1 W2 W2 L MULLION SPANus PRODUCT REVISFD 0. w complying with the Florida 0 Building Wl + W2 "=:18,115 Wt + W2 A, WIDTH (W) —2 WIDTH (W) I'..Tj 2 y %1 14, TYPICAL MULLION ARRANGEMENT Mt "_d`Prad_r. 3.69p a .156 TYP. 0.000 .962� 0.0 1.500 �f=2� .I25 2AOp 150 �0623.000 QzW 1.405 00 1,732 725 O lls 3.090 3162 3.000 �135 1732 2.0622 X 4 TYPICAL 2.000 Z>v 7C ( 2 y M-------4500--I STD. TUBE WINDOW FRAME J Z qq Z W M 70N go O G o 2X MULLION IPII II II II 0° z 6063-T6 .iBB-�4 702 tL 7.-1.000-«I .156-�I( 102 4-1400+1 .156r 076 `0 I M-1.062 a1 1.168 F�1.062 I.IB61.062� 5 `„ z NOTCH L't 6=02X6 1 X4 7 X3 1 X3 t X2 1 X2 c:3 0 3 *' op,T,6Na. $'USTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLIO6063-TG 6063-T6 6063-T6 6063-T6 6063-T6Ixx: 2.070 in° Ixx: 1.00D in' Ixx: 0.950 7n Ixx: 0.370 in Ixx: 0.330 itSxx: 7.035 in� Sxx: 0.667 in3 Sxx: 0.633 in3 Sxx: 0.370 n} Szx: 0.330 in3(FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) ~ I STANDARD TUBULAR SHAPES F•-2.Op0� Vl III. 1 TYP.WALL 125"ALL t a g CO wiMi 77Ae F70rida q a U II ALLOY a 6063-T6 I+I.00o� Dml gm �!' d !! .125 Alta tmtx Nb I Tp 0 .750 TYPICAL Exp 7t0R Date ry Q Cd.A21N0 PRODUCT 124 -000 Ay WEy U g0 3ZSMiam a product �BA06� f 0 I.-1.000 E-7 2250 :: :�� I .125 4.000 � F� .i "00030003a .125 lz 2.000 4.500 TX MULLION CLIP 2.oa¢ 3.900 a.ddo a¢¢D «LIT 1 6063-T6 I P - m c. 1 X 4 1 x 3 1 X 2 MULLIONS CONTAINING STD. TUBE MULLION STD TUBE MULLION TD T MULLIQN d W W -L Y"•L•� TCH TYPICAL GLAZING PRODUCTS 2 X 6 6063-T6 6063-16 6063-TG a of e NOx ovnoNAL HORIZONTAL OR VERTICAL 2 X 4 Ixz: 2.070 int. Ixx: 0950 in Ixx: 0.330 in. r a Sxx: 7.035 ina Sxx: 0.633 in� Sm 0.330 7n. o a o SEE WINDOW OR DOOR APPROVAL FOR STD. TUBE MULLION �TD. TUBE MULLION 6063-T6 6063-T6 FASTENERS SIZES AND SPACING s a a a Ixx: 8.280 in. Ixx: 2.980 in, ' _ " 8 as Sxx: 2.760 in3 Sxx: 1.490 in3 z E E Z I V 8 O m CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY MULL 'V USE USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT ������ H1al;toss 1 X 2 1.688 ,�w,•.� ,,.,... 3yy�. SIEP t DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. AND CAN BE USED WITH ALL LAWSON�S MIAMI-DADE 1 X 3 2.688 COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. InIN^ .: •o;;,0� STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD �ppT»1177 ;tU uy L� It;..Ny�'S.t�� NOTCH I X 4 3.688' REQUIREMENTS. y9 •co N 0 p:-3 y- OPTIONAL 2 X 4 3.688' �.t .v�E CONNECTION TO MULLION AS PER PRODUCT NOT In w ;a' 1 APPROVAL, --�rT Z +yt Yi .123 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET o a' 2.000 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 7 OF 10 FOR BUILDING CODE COMPLIANCE. 1. ALL CUPS AND ANGLES ARE TO FIT STP IN DESIGN RAIING MORE THAN OE%N LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR F"o'so .;4.:x,0^� 7 SNUG INTO TUBE MULLIONS. HORIZONTALLY. a'` I ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 2 AND ANCHOR CHARTS °• ••.�T,,`• �I It INTO TUBE MULLIONS. SEE OPTIONAL STEP 6 ON SHEET s.SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION .1^° 2.000--I 6063-is ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP T ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS, a 0 V. TUB E-MQW NS TUBE MULL! NS TUBE AMLIONS 2X6 '7 1 x Q I X4j 2X4 Ef Width t IT N 1) z Width fwIl MULL SPAN 1X2 2X6 Width(w) MULL SPAN 1X2 3 r 1X4 D 2X4 lX2 2X6 0 _jX3_� 1X4 X, Ix 18 72-50 125.0 -125-0 -,ii 18 28.3 81.5 125,0 125.0- 1-8 19.3 42.1 60.5 125.0 24 125.0 125.0 125.0 125.0 --125-0 24 21.2 61.1 133.2 125.0 125.0 24 - 31.5 45.4 126.2 30 123.0 12&o 125.0 125.0 125.0 30 17.0 48.9 106.5 125.0 125.0 30 25.2 36.3 '100.9 z 36 1025 125.0 125.0 -Tg.-o 125.0 36 40.7 88.8 127.8 125.0 36 21.0 30.3 84.1 ZT 42 87.9 125.0 125.0 125.0 125.0 42 34.9 76.1 109.5 125.0 42 18.0 25.9 721 z 48 38-318" 76.9 126.0 125.0 125.0 125.0 4" 74-114" 30.6 66.6 95.8 125.0 48 120" 15.8 22.7 63.1 64 68.3 137.6 1 125.0 125.0 125.0 64 27.2 1 59.2 85.2 125.0 64 - 20.2 56.1 0 60 61.5 1219 125.0 12&0 125.0 24.4 53.3 76.7 144.2 60 18.2 50.5 6 En r6 66 55.9 112.6 125.0 125.0 125.0 22.2 48.4 69.7 131.1 66 16.5 45.9 1 z Q z z;0 0 72 51.3 103.2 125.0 125.0 125.0 712 20.4 44.4 63.9 120.2 72 15,11 42.1 �w 78 47*3 95.3 125.0 125.0 125.0 78 :3 18.8 41.0 59.0 110.9 78 2 1s 89.3 125.0 125.0 125.0 125.0 18 56.3 122.6 125,0 125.0 18 31.6 45.5 126.4 can 24 67.0 125.0 125.0 125.0 125.0 24 42.292-0 132.4 125.0 24 23.7 34.1 94.8 W - - - - w 30 53.6 142.3 125.0 125.0 125.0 1 30 33.8 73.6 105.9 125.0 30 19.0 27.3 1 75.8 X. m 44.6 1 118.6 -V.5.D 125.0 125.0 36 28.1 61.3 188.3 125.0 1 36 15.8 22.7 63.2 v � b238.3 101.7 125.0' 125.0 125.0 42 24.1 1 52.6 75.7 125.0 42 19.5 54.2 '-C E- 60-51$" U -T45-r " 54 29.8 79.1 129.2(: ) 33,5 89.0 125.0 125.0 48 125.0 125.0 64 18.8 40.9. 58.8 125.2 64 15.2 42.1 -4 21,1 46.0 66.2 140.8 48 132 17A 47.4 60 26.8 71.2 116.3 125.0 125.0 60 16.9 36.8 510 112.7 60 - 37.9 66 24A 64.7 105.7 125.0 125.0 66 15.3 33.4 48.1 1024 66 34.5 72 22.3 59.3 96.9 139.5 1 125.0 72 30.7 44.1 93.9 72 31.6 78 =6 54.7 89.5 128.8 [ 125.0 N78 2&3 40.7 86.7 78 29.2 18 62.6 125.0 125.0 125.0 125.0 18 37.7 82.1 1`18.3 125.0 18 24.3 36.0 97.4 24 46.9 135.1 125.0 125.0 125.0 24 28,3 61.6 88.7 125.0 24 18.3 26.3 73.0 E- 30 37.5 108.1 125.0 125.0 125.0 30 22.6 49.3 71.0 125.0 �30 - 21.0 58.4 ul 36 31.3 90"1 125.0 125.0 125.0 36 18.8 41.1 5V1 143,8 36 17.5 48.7 :2% 0: 42 26.8 77:2 131.1 125.0 125.0 42 16.2 35.2 50.7 1212 42 15.0 41.7 0 r� z 48 Sr 23.5 67.5 114.7 125.0 125.0 48 9w. - 30.8 44.3 107.8 48 144" 36.5 z u U) ' 64 20,9 60.0 101.9 146.8 125. 27.4 39.4 95.8 64 0 54 32.5 z 3 60 18.8 54.0 91.7 132.1 125.0 60 24.6 35.5 86.3 60 29.2, 66 17.1 49.1 83.4 120.1 125,0 66 22-4 323 78.4 66 26.6 72 15.6 45.0 76.5 110.1 125.0 72 20.5 29.6 71.9 72 24.3 F 41.6 70.6 101.6 125.0 78 19.0 27.3 6&3 78 22.5 78 - - - - H. 18 46.3 133.4 125.0 125.0 125.0 18 26.5 57.7 83.1 125.0 18 31.0 86.1 34.8 100.0 125.0 125.0 125.0 24 24 19.9 43.3 62.3 125.0 24 23.3 64,6 30 27.8 80O 125.0 125.0 125.0 30 15.9 34.6 49.8 136.3 30 18.6 51.7 L- 5.5 43.1 36 23.2 667 125.2 125.0 1 125.0 36 - 28.8 41.5 113.6 36 z -- - 1 42 m9 57.2 107.3 1250 1 125.0 42 24.7 -35.6 i7.4 42 - 36.9 48 63" 17.4 50.0 93.9 135.1 125.0 1 48 lDr 21.6 1 31.1 85.2 48 150*1 32.3 64 15.4 44.5 83.4 120.1 125.0 543 s 19.2 J 273 757 64 28.7 40.0 75.1 108.1 60 17.3 1 24.9 1 so :E 2i 60 E!6 1 25.8 Z. 23.5 E E 66 36A 68.3 9&3 .1250 66 15.7 22-7 2 66 0 6 782 33.3 626 90.1 1250 72 20.8 56*1 5,.8 7�2 21.5 4 L 30,15 57.8 �5 0 78 19.2 1,9 A LE 19.9 78 F MUUJON gg! 61LALZING TYPICAL MULLION ARRANGEMENT _VERIICAL PRODUCT A, MULLION ARCHES TO HE INSCRIBED -0 ta. Z MOE RECTANGULAR SHAPE 0 0, 0 ZZ NOTE- GLAZING GLAZING jJ,� M PRODUCT PRODUCT OEIUCrRIEVISSID 0i MULLIONS RATED IN T*HESE CHARTS MAY BE ORIENTED r, mrt0 VERTICALLY OR HORIZONTALLY. .comoy;-8 vwIth the Fl*rida GLAZING GLAZING BtfAding Cd. PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) AmcpZmc4N0 WIDTH (W) WI + W2 By lit raI Wt .2_1 MULLION SPAN 2 ISO product of Q 1.690 .125 1.000 .062 .688 1 F,312 1.000 1.500 y vl .156 TVP. __ .125 .O6 ,125 688 .125 O 2 3.000 Mao h < � 1.405 d,000 1.732 n Ip 3al a.LTMULLIO 1s a<; �` 3000 3.000 F 000 3.062 ^ C U 4.0003.625 2.688 a1 N Z 4 v Q z PI(gl NDOW FRAMEZ Y 4.500-moi pz2X MULLION CLIPlee of o 6063-T6 102 .156 102 .a W ::J2 % 61.062X3NOTCH 'L'� 6.000 TUBE 1 X 4 STD. TUBE MUL�N 1 X 3 o OPTIONAL I N 1 X 4 STD. TUB MU ION 1 X 3 6063-T6 CUSTOM MULLION W z CUSTOM MULLION 6063-T6 6063-T6. USTOM MU I N 6063-T6 , C 6063 V 4 Izx: 2.168 in� Ixx: 2.218 in' E y t Ixx: 4.709 in Izx: 4.709 in' I . 2.168 in. Sxx: 2.355 in� Sxx: 2.355 ir� 3 Sxx: 1.445 in3 Sxx: 1.479 in� Z .F, o a e Sxx: 1.445 in. E.• 2.000 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) ®I-I j DO o STANDARD TUBULAR SHAPES Do 8 TYP.WALL= .125'ALL i.'.D 2"WO p ..7 II ALLOY 6063-T6 580 C.750UTYPICAL H Tn GLAZING PRODUCT ja 2.000 2.0D0 •125 2.250 � 1b25 Q � 4.000 i I I 6.000 /12 S.M.S. ~ 4.500 012'D.C. 4.000 .125 d 1X MULLION CUP 3.000 4.000 3.625 N r 2 N aC 6063-TG " o � 4 o I MULLIONS CoNTAININ - L NO C L TYPICAL GLAZING PR UCTS caxs.a N Lo _ DIP HORIZONTAL 0 ERTICAL pRODUCiREVISID V m 4 ° 0 o SEE WINDOW O OR APPROVAL FOR 2 X 6 2 X 4 3uildmg Cada tl1111°FI°seda a4 5d FASTENE SIZES AND SPACING Accep•mae Tb�8' 4•� ry m m m o STD. TUBE MULLION STD. TUBE MULLION Ex ati�D�c X23 W 6063-TG 6063-T6 = = Z Z Ixx:19.648 in, Ixx: 7.649 in. MY Ode oducL z 3 ao a J� Sxx: 6.549 in� Sxx: 3.825 ir� L,� L•' \ CLIP LENGTH a o W RECTANGULAR ALUMINUM TUBE MULL S MULL ^L•• INSTRUCTIONS: USING MULLION PROPERTIES ONLY T•f1911ii!/� USE CHARTS AND GRAPHS AS FOLLOWS. �� ' << 1 X 2 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT m a�O°�, STEP 1 DETERMINE DESIGN LOAD REOUIRED FOR PARTICULAR OPENING. 1:4y 1 X 3 2.668• AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE o o, LL �.` T NOTCHSTEP.., USE APPROVED GLAZING PRODUCTS MEETING ADOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. oq• N O O �..-, OPTIONAL 1 X 4 3.688' REOUIREMENTS. cd I STEP USE CONNECTION TO MULLION AS PER PRODUCT y°I% 2 X 4 3.688' -� APPROVAL. NOTES: �f�'r�,u N .125 MIN. 2 X 6 5.688' SEP 4_SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET so`u•` Z .��O`�'' 2.000 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. � •' +'�: 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5WITN DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED sm 2. MULLIONS MAY BE ORIENTED VERTICALLY OR. 1••m SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. y ' HORIZONTALLY, a �� •• ..... I ANGLE CLIP I2.N WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEEP fi THRU 9 AND ANCHOR CHARTS a • 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 w ��2.000 1 ANCHOR DETAIL AT SHEET 9 OF lO. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. a a I l STEEL REINFORCED TUBE MULLIONS cn STEEL REINFORCED TLIBEIVI LLIONS STEEL REINFORCED TUBE MULLIONS I Width(w) MULL SPAN IX3 IX4 - 2 X 4 2 X 6 Width(w) MULL SPAN IX3 I 1 X 4 2 X 4 I 2X6 Width(v4 MULL SPAN IX3 I IX4 2 X 4 2X6 0 125.0 125.0 M.o 125.0 18 125.0 125.0 125.0 125.0 10 44,0 95.7 125.0 125.0... 125.0 125.0 125.0 125.0 24 139.5 125.0 125.0 125.0 24 33.0 116.6 1 125.0 71.8 0 Q 125.0 125.0 125.0 26-4 57.4 ----7125.0 --�25.0 93.2 *3 --�25 0 125.0 125.0 30 111.6 30 -T- - 72 z 2 25.0 125.0 125.0 5.0 36 125.0 125.0 36 22.0 47.8 36 93.0 125�O 77.7 125.0 42 125.0 125.0 125.0 125.0 42 79.7 125,0 125.0 125.0 42 18.9 41.0 66.6 125.0 cb 0 - --- 10 3 318, Im 48 125.0 125.0 125-0 125-0 48 74-1/4" 69,7 125.0 125.0 125.0 120" 16.5 35.9 58.3 149.7 z - ZZ 125.0 64 62.0 134.6 125.0 125.0 31.9 54 -425.0 125.0 25.0 "4 - 61.8 1331 0 1125.0 125.0 125.0 1 60 55.8 121.2 1 119 GO l2t.G,- - 125.0 125.0 6 28.7 4&6 X8.9 66 66 50,7 110.1 125.0 125.0 S6 1 42.4 a Z < 125.0 -,J25.0 125.0 lao -- 6 C4 R m -T2 >� 0 46.5 101.0 12&0 125.0 23 72 570 12&0 125,0 -72 72 9 38.9 99.8 .02 m .I 125.0 125.0 78 42.9 93.2 125.0 1 125.0 78 125.0 1125§0 i 781 1 22.1 3. 92.1 18 125.0 125.C7 125.0 18 128.4 ..L25.0 125.0 125.0 Is 33.1 71.9 16.8 125.0 => 6*6 2-4 8_9 U3 3 2"'4 16.8 24 125.0 125.0 125-0 1250 24 9Pa3 125.0 125,0 125.0 24 24.6 53.S/' 87.6 125.0 > 30 125.0 125.0 0 30 77.1 125.0 125.0 12SX 30 19.9 A�rl 70.1 125*0 125.0 125.0 125.0 36 ' .0 30 36 64.2 139.5 2KO .0 36 M. 58.4 125.0 3� 42 125.0 125.0 1 125.0 125.0 1 k42 55.0 119.5 12&0 125,0 42 30.8 50.0 128.5 >� vi 48 60-618" 125.0 125.0 1 125.0 125.0 1 84" M482 104.6 125.0 125.0 48 132" 27.0 43.8 1125 64 125.0 125.0 125.0 125.0 54 42.8 93.0 125.0 125.0 64 24.0 38.9 100.0 z 60 125.0 125.0 125.0 125.0. 38,5 83.7 135.9 125.0 '90.0 So 21.6 35.0 66 125.0 --T25 0 :§= :::lF 147-7 125.0 IS 35.0 76.1 123.6 125.0.. 19.6 31.8 81.8 72 135.3 125.0 125.0 125.0 72 321 69.7 113,3 1264 72 18.0 29.2 75.0 78 124.9 125.0 125.0 125.0 78 --29.6 64,4--.. 104.6 125.0. 78,-" 16.6 26.9 69.2 18 126.0 125.0 125.0 125.0 18 K86 125.0. 125.0 125.0 7,�18 25.5 55.4 89.9 125.0 b--, 24 125.0 125.0 125.0 125O 24 5 ",t4O.l 1250 125.0 24 19.1 41.5 67.5 125.0 tF, E- 30 125.0 125.0 125.0 125.0 1 30 51.6 111-1- 125.0 1 125. 30 15.3 33.2 54.0 138.6 C3 oa 36 125.0, 125.0 1 125.0 125.0 36 43.0 93.4 125.0 .0 36 - 27.7 45.0 115.5 ct:ri 42 125.0 125.0 125.0 125.0 42 36.9 80.1 1 125.0 42 23.7 38.5 99.0 0 48 57" 125.0 125.0 125.0 125.0 48 96" 32-3 70.1 125 0- 48 W, 20.8 33.7 86.6 z 54 137.0 125.0 125.0 125.0 54 28.7 62.3 _*: 64 18.5 30.0 77.0 F4 N'Q'o 25.0 60 16.6 27.0 69.3 so 193.3 125.0 125.0 125.0 60 25.8 56.1 91.1 ".;K - 215 125.0" 66- 66 15A 24.5 63.0 66 712.1 125.0 125.0 125,0 66 5410 82.8 2 72 102.8 125.0 125.0 125.0 72 21.5 .,"46.7 75.9 125.0 22.5 57.8 20.8 53.3 78 94.8 125.0 125.0 125.0 78 19-9" 411 70.0 125.0 78 226 491.0 79.6 125.0 24 125.0 125.0 125.0 125.0 24 45.3 98.. 125.0 125.0 24 16.9 36.7 69.7 125.0 -7z�- :E Z- !2 ia 125.0 125.0 1 125.0 125.0 18 ,-6'0.4 131.2 125.0 125.0 18 30 125.0 125-0 125.0 IT5.0 30 36.3 781 127.9 M.0 30 29.4 47.7 122-6 36 125.0 125.0 125.0 125.0 36 z 30.2 65.6 106.6 125.0 36 24.5 39.8 102.2 42 130.5 M.O 125.0 125.0 42 11 25.9 56.2 91.4 125.0 42 21.0 34.1 87.6 -48. 48 63 114.2 125.0 125.0 125.0 48 1081, 22. 49.2 79.9 125.0 48 150" 4 29.8 76.6 54 101.5 125.0 125.0 125.0 20.1 43.7 71A 125.0 64 1 26.5 68.1 3.9 61.3 3 60 91.3_ 125.0 125.0 125.0 ?61-0 . --18-1 39.4 64.0 125.0 60 E 66 83.0 125.0 125.0 125.V, 66 16.5 35.8 58.1 147.0 66 2 . 553 19.9 51.1 L 78 18.4 4. 72 125-0 1 12f0 1 72 15.1 328 53.3 134.8 72 19.9 51.1 KO 49.2 124.4 30.3 L IT-8 R 2::�1314 78 f-HO.RIZONTAL MULLION atattartta Au Im TYPICAL MULLION ARRANGEMENT ...... VERTICAL OD Z PRODUCT 4. z WLUON ARCHES TO BE INSCRIBED %I.iN INSIDE RECTANGULAR SHAPE 0 0- 0 z NOTE:CLAZING n< m: PRODUCT MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED ProDucrREVISED -;r: VERTICALLY OR HORIZONTALLY. ".plyig with the Flrids GLAZING GLAZINGINTERPOLATION BETWEEN WIDTHS ALLOWEDOuildft Code PRODUCT PRODUCT ( ) ACMPL�I��18' =KI Daw Wl W2 WIDTH (W) W' 2' W2 MULLION SPAN 1 1 4" MIN. 5/16'7APcoNS 5/t6'raPcoHs MIN. EDGE DIST. / 1-1/2'MIN.WOOD PENETRATION 1-1/2'MIN.WOOD PENETRATION 2-3/16" CONCRETE OR CO EDGE DIST. 2 PER CUP(1 ON EACH WING) I PER ANGLE 4" t2LLOWSL CK 5/16•TAPCONS 5/16"TAPCONS O 7-3/4'MIN. EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY O N - 3/4 4 PER CLIP(2 ON EACH WING) 2 PER ANCIE to e C MIN. o a m z O 0 0 z I 1 •I I m OJ 0 Q W ' ii ii I I I I a w n Q 2m I II II II II X 11 I I II I I I I I I Z 3 co z N w o Oq 4 -;J ii ii 2%2 X 1/9' 2 7/16" ji ii ii ii ,�,,= 2 O I I I I ALUM ANGLE MIN. II II I I I I a0 f 11 0 I - I I 1%FLOATING CLIP X 3 a p tV I I \8.Y I I U U Q IL_ll II II \ I I WOOD BUCK I I I I _______-___- 1 8Y J 11 I I 2%2 x LE I I I I I I I N WOOD BUCK I i 1X FLOATING CUP I.I ILII ALUM ANGLE �-• p I 1 Z z 3 Q 3/4" MIN. >. F a EDGE DIST. 1-1/2'MIN.WOODIPENTETRATION ANCHORS TYPE 'D' (INTO BLOCK) �jz z PER ANGL ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK w 6 ALL CLIPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK 40 ,�.� y i N INTO TUBE MULLIONS. & 2"x4" MULL W d E- I \z 1"x, , TAPCONS MAY BE HEX OR FLAT HEAD. 4" (z) C a � I j U MIN. EDGE DIST. II 11 2-3/16' CONCRETE OR N 1 1 i i i 4" HOLLOW BLOCK 5/16'TAPCONS , L) 5/16'TAPCONS 1 1 2 BY II II 1-3/4"MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY F4 Z , I I II 2 X 2 X 1/B' 2 PER CUP(I ON EACH WING) I PER ANGLE \ WOOD BUCK II II ALUM ANGLE I I U U I I I I ALL CLIPS AND ANGLES TO FIT SNUG ALTERNATE INTO TUBE MULLIONS. e ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. '•, I . m ao4 0 ANCHORS TYPE 'A' d .1 W a 3 2 ANCHORS INTO WOOD ii ii II II m X II II 11 ij i c 18Y - _________ J IX FLOATING CLIP I I I I 2%2 X 1/ 1 WD00 BUCK I I 11 II ALUM ANGLE •' °i N N I 5/16'TAPCONS N I I I 1 U U 5/16•TAPCONS 1 1/4" MIN. 1-1/2'MIN.W000 PENETRATION 1-1/2'MIN.WOOD PENETRATION \ 1 1 i I I c • • ' aS I E GE DIST. 4 PER CUP(2 ON EACH WING) 2 PER AN I I 1 I " Z -i ANCHORS TYPE 'C' (INTO BLOCK) a m o w \,? ANCHORS TYPE 'F' (INTO CONCRETE) ' INTO CONCRETE OR BLOCKK ii ii n 11 �• ��.'r� .. ,S. I 1 1/4" MI I it ii ii c� C'.••• sr ?y; f � L-JI II 11 1 1 :li N N�•- _____________ 2 �; ;J II II 2 X X 1/8' 1 1 _ '� N = •tY f N 1 I �, I I FLOATING CLIP 1. . 1 II ALUM ANGLE 2 i ; IY:.• I •r \ I I WOOD BUCK I I I I 1 1 'C.'1 sl a I I 1 1 PKODUCTREVISED mcamplpirg with the Florida I I I I UvildinB Cods = �{✓•:1 z 'UJ.•" `I I I ACCtPlancC No F o O••. ``4� I ANCHORS TYPE 'B' G 'ratio IY tc $ e�eti�••. X11 W�% ALTERNATE B A��le..."�1.�.v.' W 4 ANCHORS INTO WOOD ANCHOR LOCATION Miami act a co 1 5/16'TAPCONS MIN. EDGE DIST. 1_3/4'MIN.EMBED INTO MASONRY MIP), EDGE DIST. 2 (1 ON EACH WING) 2-3 OR S/16'TAPCONS 2-3/ E OR 5/16•TAPCONS 5/16'TAPCONS Q PER CUP 1-3/4"MIN.EMBED INTO MASONRY1-3/4'MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY 4' HOLLOW BLO K 3 1/4'" 1 PER ANGLE 4' OLLOW BL CK 4 PER CLIP(2 ON EACH WING) 2 PER AN a C r4 MIN. 3 4" m h i • MIN. n I o •I M I- , I. 1 I f. I M •I 1 .I I O O 0 Z O ' mp ul Is zry a Do J M I �I II II II 11 11 II z C Z d x jl N CONCRETE OR II II X li II jl II o CONCRETE OR IL-JI CEMENT BLOCK II II a IL-JI CONCRETE OR (; ;J 11 I I 2 x 2% 1/8' CEMENT BLOCK I I IIa d CEMENT BLOCK I I -- ----- 2%2% 7/8- ---------- !t =) II II ALUM ANGLE _ I --- I I 1 11 II ALUM ANGLE ry I I I I FLOATING NP U U N I 1 I L1 U '�' O \ I 1 I I I I I FLOATING CLIP I I I I Z 3 I I I 1 L41 MIN. I I 1 1 E- E-MULL E- MULL 3 1/4" U I • MIN. MULL • I. . •'7 ® cr W ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'D' (INTO BLOCK) (n ¢ F �W a 1 E ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'G' (INTO CONCRETE) j i2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1 1 1"x4" & 2"x4" MULL ul S 1 I ALTERNATE Z MULL h I ANCHOR LOCATION t� d MULL '•-I by I I 1 I I I N 1 I I i I I T"' IIi b I r_T FLOATING NP I 1 I _____________ I v a n m 1 0 �1 a Q II I N CONCRETE OR CEMENT BLOCK a v Yo \ 1 $$ '- L w W • I 1 • I t •C - I • • } , I , I t m LL 5/16•TAPCONS " • a Z • •I' I• e m m m 1-J/4'MIN. EMBED . • 1 .I• •'l I > I ' • u - z z INTO MASONRY o o 2 PER CUP 2 0 . E E $ (1 ON EACH WING) 5/16•TAPCONS 1-3 4'MIN.EMBED INTO MASONRY a F I 1 I 1 d12 PSMSER / 52 I 1 I I 2 PER ANGLE 4 PER CUP(2 ON EACH WING) 1 h ri \X , ,,'a I II d I I 11 I I I I A I I II II 11 ��, � ••,•/.� n a • �y ALL CLIPS AND ANGLES TO FIT SNUG Q 'eJOy N '•O O� I I 11 II 11 INTO TUBE MULLIONS. sr TAPCONS MAY BE HE OR FLAT HEAD- �,� N 1� • I .KODUCT REVISED � •�, O < O'g m wmPlyirq with 11a Florida S y .•y�1 • a Z I •I CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED BMildiag Cade zw-ti �� ,; I �� I I WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR Acwptmlre Nod 'O WATER-WHITE METHACRYLATE LACQUER. Date a I LIE `� cc 5/I6'TAPCON$ 1-3/4'MIN. EMBED By F INTO MASONRY- 1 PER ANGLE Miami ede « MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16" CONCRETE OR 2-3/16" CONCRETE OR 4" HOLLOW BLO K 3-3/4" 3/16•TAPCONS 4" HOLLOW BLO K 3-3/4' S/16•TAPCONS r7 MIN. 1-3/4•MIN.EMBED INTO MASONRY MIN. 1-3/4•MIN.EMBED INTO MASONRY O W 4 PER CLIP(2 ON EACH WINO) 4 PER CUP(2 ON EACH WING) F ttz • CLIP LENGTH v�oa o�O v a o m 1 1• MULL "L" O1 o e rA >i ' 1 2 X 4 3.688' 1 0 2 2 X 6 5.688' i 1 i J , o z z H X / 14 a \ j :2 / coo a=. O o to d 1 2(6 MULL 5/16•TAPCONS N + WOOD BUCK j 1- •MIN.EMBED INTO MASONRY \ 0 1 2X6 M S/16'TAPCONS ' w- -3/4 0 1 4 PER CLIP(2 ON EACH WING) ^ 1 Z I I----------------------------- } 1 1-3/4'MIN.EMBED INTO MASONRY 1 1 3/4" 1 4 PER CUP(2 ON EACH WING) j O Q 2 I I MIN. tI E- ------------------ " 6 } MIN. F cd O _ 2X6 M 2X6 MULL CLIP LENGTH 2x6 MULL w a ¢ E- W a G=----------- MULL "L" ______ o4 n n � \Z 2X6 o _ - �] Z 3_3/4. MIN. u o � 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE 'E' (INTO BLOCK) d r a w N 1 INTO TUBE MULLIONS. AN RS TYPE 'H' INTO CONCRETE w000 eucK ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. m a 4 ANCHORS THRU 1X BUCK TO CONCRETE OR BLOCK 8 ANCHORS TYPE 'H' (INTO CONCRETE CLI IR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED m o . • o ANCHORS INTO CONCRETE or BLOCK H ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 6" MULL SHOWN c " 2'X6" MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. E Li o Ii U. /.Q• `?':(�-- �.q N• Q.r11F _ '0 SSZ� PRODUCT REVISED ..„ C as complying with the Florida Boildmg CodeA Acceptance No 18- 0 s u f_o -•cLc [Xpirntio Data , F• +9 I'.•F- � °' afoot•' I Ay W Mi c Product CA1 L] MIN. EDGE DIST. 5/16'TAPCONS 2-3/16" CONCRETE OR 1_3/4'MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH y a' HOLLOW K a TOTAL(2 ON EACH WINO) MIN. C " MULL ►, o E o m r 1 X 2 1.688' F_ \Zh 1 X 3 2.688' .nn 10 z o 1 X 4 3.688'2 X 4 3.688' zrA v m n Z i i i i i i 2 X 6 5.688' 2 MIN.16" z.a or 2,B Mull---,""","" LH CLIPS AND ANGLES ARE TO FIT ° Z a 2 x2xt/a' INTO TUBE MULLIONS. 1wZ O L� LJ ALuu ANGLE RE ANGLES ARE NOT FIT SNUG m oUBE MULLIONS, SEE OPTIONAL •-�R DETAIL AT SHEET 9 OF 10. j e Q 14 S.M.S. O CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/CHANNEL TUBE MULUON WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR e E, F WATER-WHITE METHACRYLATE LACQUER. V F F ------- -------- z 3 z " z MIN. EDGE DIST. ------- -------- 2-3/16 ------- 2-3/16" CONCRETE OR 0 6 8 4' HOLLOW BLO K 012 F.H.S.M.S. 2/SIDE IL 1/8'THICK ALUM CHANNEL I i DH�yy m LENGTH,To FIT SNUG W a U INTO MULLION TUBE MULLION V rK E Z TUBES MAY BE NOTCHED I i AS SHOWN TO ALLOW INSTALLATION , U OF CUP ANGLE y CAULK JOINT AFTER ASSEMBLY 6 C LOCATION OF SCREWS CONNECTINGLEc ANGLES TO TUBES WHERE ANGLES X #14 FH SMS Z _ ARE NOT FIT SNUG INTO TUBE MULLIONS. ACCESS HOLE i 1-1 2 PER CLP1I 1i�/2'O.C.MIN. --- TAPCONS 014 SMS5/tfi I-3/4'MIN.EMBED INTMAS ONRY 4 PER ANGLE 2 PER ANGLE ______ -____ ------ I__lI___/ O 2 X 2 X 1/8THIS SCREW CBE ALUM ANGLE INSTALLED NEITHER i 2 S DIRECTION PER CUP a- s q3a •ad•�yy+. IIi • I I 1'O.C.MIN. I I y N Z- 2 � � I yZ K E E • a U U q Z 1-3/4'X 2'X 1/e'(FOR 28Y TUBE) • 3/4"X 2'X 1/8'FOR(1 BY TUBE)-/ ttt 56 2 rh ALUM ANGLE 7 CUT TO FIT SNUG INSIDE TUBE °'tA 1'' TF*%,• ANCHORS TYPE 'I' METAL TO METAL CONNECTION a of .'; TUSE CHARTS FOR ANCHOR TYPE T TO VERIFY CAPACITY OF CONNECTION rn aly�.? F. r•e �y:,N qz PRODUCT REVISED 3-3/4- ALL CLIPS AND ANGLES TO FIT SNUG xcoingC-wnLtheFlorda sX3 I MIN. INTO TUBE MULLIONS. A=pla8il.Cc tb18 1 3/4" OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. Expirati-I)W MIN. ANCHORS INTO CONCRETE OR CEMENT BLOCK SY d Mian' nae r OduCT Ca q I I ANCHOR TYP ANCHOR TYPES- ANCHOR TYPES Nhdth MULL SPAN A 8 C 0 D I E 4 F I G I H 1 Width MULL SPAN A 8 C D E F G H 1 Vidth MULLSPAN A B C D E F G H I tf 18 125.00 12500 125.00 0 125.00 125.00 125.00 16 90.72 1 .00 12200 175.00 125.00 125.00 125.00 18 56.13 11227 129.07 125.00 125.00 144.27 175.00 125.00 125.00 24 131.65 125.00 12500 12500 125.00 125.00 125.00 125.00 125.00 24 68.04 136.08 125.00 125.00 125.00 125.00 125.00 12500 125.00 24 42.10 8420 96.80 145.60 125.00 108.20 125.00 12500 115.70 30 105.32 125.00 12500 125.00 125.00 125.00 175.00 125.00 125.00 30 54.43 108.80 125.16 125.00 12500 13989 12500 125.00 149.59 30 33.68 67.36 77.44 116.48 125.00 86.56 130.24 125.00 9256 m O m m m 36 87.77 125.OD 125.00 125.00 12500 125.00 125.00 12500 125.00 36 45.30 90.72 107.30 125.00 175.00 11658 12500 12500 124.66 36 76.07 55.13 64.53 97.07 129.00 7213 10853 14420 7713 n m y r c A2 7523 125.00 12500 12500 125.00 125.00 12500 12500 125.00 42 - 38.88 77.78 89.40 134.46 12S. 99.92 12500 72500 10685 42 24.08 48.11 56.31 8320 110.57 61.83 9303 173.60 66.11 n m V o 48 38318 65.82 131.65 125.00 125.00 12500 125.00 12500 12500 125.00 48 74114 34.02 68.04 7622 117.68 12500 87.43 131.56 175.00 9349 48 120 21.05 4210 48.40 7280 9075 54.10 81.40 108.15 57.65 v~i c t5 j o 54 58.51 117.02 134.53 12500 12500 125.00 12500 12500 175.00 64 3D.24 60.48 69.53 10458 138.99 T7.72 116.94 125.00 83.11 64 18.71 37.42 43.02 64.71 86.00 48.09 7236 9013 51.42 0 to C d o 00 52.66 105.32 121.08 12500 125.00 125.OD 12500 12500 144.72 00 2771 54.43 6258 94.13 12509 00.95 10524 139.83 74.80 60 16.84 33.68 38.72 5624 77.40 43.28 0512 86.52 4028 O1 o a w 6fi 4791 9574 110.07 125.00 12500 125.00 125 W 12500 131.56 66 24.74 49.48 5000 85.57 113.72 6359 9568 127.12 6600 66 15.31 30.62 3520 5295 7036 39.35 59.20 7665 4207 m h 72 43.88 87.77 100.90 175.00 125.00 12500 12500 125.001120.6D 72 7268 45.36 5215 78.44 104.24 5829 87.70 11053 6233 72 14.03 28.07 32.27 4653 64.50 38.07 54.27 7210 38.57 z N a 70 U 78 4051 81.01 9314 140.09 125.00 104.11 MOD 12500 111.32 TB 20.94 41.87 48.14 7240 9622 5381 8096 107.56 57.54 78 12.95 2591 29.78 44.80 59.54 3319 50.09 68.55 35.60 0 o z O ZO ❑ 18 133.06 12500 175.00 12500 12500 125.00 12400 12500 125.00 18 80.19 125.00 125.00 125.00 12500 12500 12500 125.00 12&00 18 51.03 10206 117.33 125.00 125.00 131.15 125.00 12500 14024 N W 1, ? ¢ ❑ m�a .� o 24 99.79 12500 12500 12500 12&00 125.00 125.00 12&00 125.00 24 60.14 12029 13829 12500 12400 125.00 125.00 125.00 125.00 24 382T 76.55 88.00 13236 125.00 98.36 148.00 125.00 10518 •-1 rn 30 79.83 125.00 12&00 175.00 12&00 12500 12500 125.00 125.00 30 48.11 9623 110.83 12500 12500 12366 125.00 125.00 13223 30 30.62 61.24 70.40 105.89 140.73 78.69 118.40 12500 84.15 66.53 1 12&00 125.00 1 0 12500 125.00 125.00 36 40.10 80.19 9219 13867 12&00 10305 12500 125.00 11019 36 25.52 51.03 58.67 8624 117.27 65.58 98.67 131.09 70.12 G3 U 3 42 57.02 114.05 131.12 125.00 1250 746.56 2500 72&00 725.00 42 34.37 68.73 79.62 118.86 12&00 88.33 13290 125.00 94.45 42 21.87 43.74 50.03 75.64 100.52 5621 84.57 11236 6010 m 48 50578 49.90 125.00 12500 128.24 12500 125.00 137.13 48 84 30.07 60.14 00.14 104.00 138.21 7729 71629 12500 8264 48 132 19.14 3827 44.00 6018 6795 49.18 74.00 9632 5259 61 44.35 88.70 101.98 125.00 125.00 113.99 12500 12500 121.89 54 28.73 53.46 61.46 9244 12288 68.70 103.37 137.33 7346 54 17.01 34.02 39.11 58.83 7618 43.72 6578 8739 4075 F C 60 39.92 79.83 91.78 138.05 125.00 10259 125.00 125.00 109.70 60 24.08 48.11 55.31 8320 11057 61.63 93.03 12360 68.11 60 75.31 30.62 35.20 5295 7035 39.35 59.20 7665 4207 66 3629 7258 63.44 12&50 125.00 93.26 140.33 12500 99.73 66 21.87 43.74 50.29 7&64 100.52 5021 84.67 11236 60.10 66 13.92 27.83 3200 48.13 63.97 3577 53.82 71.50 38.25 'Z V 72 3326 ti553 76.48 11504 12500 8549 128.83 12&DO 91.42 .72 20.05 40.10 4010 00.33 9214 51.52 77.52 103.00 5510 72 12.78 25.SL x'9.33 44.12 5684 3279 49.33 6556 35.06 78 30.71 61.41 70.60 10079 141.13 7692 118.74 125.00 84.39 78 1851 37.01 4255 64.00 85.05 4756 71.56 95.08 50.86 78 11.78 23.55 27.08 40.73 54.13 3327 45.54 60.50 3236 ® Z LS 18 118.18 125.00 125.00 12500 12500 12500 12500 125.00 12500 18 76.17 140.33 12_5.00 125.00 12500 12500.12500 125.00 12500 18 46.78 93.56 107.56 125.00 125.00 120.22 12500 125.00 128.56 y k a co 24 88.63 125.00 175.00 125.00 12&00 125.00 12&00 125.00 125.00 24 52.63 105.25 121.00 12+.00 125.00 135.25 12500 12&00 144.63 24 35.06 70.17 80.67 121.33 125.00 90.17 13&67 12500 98.42 f �1P1 d ❑ 30 70.91 141.81 125.OD 125.00 12500 12500 125.00 12500 12500 30 42.10 8420 9080 14560 12500 10820 12500 125.00 115.70 30 28.07 56.13 61.53 97.07 129.00 7213 108.53 144.20 77.13 36 59.09 118.18 135.86 125.00 12500 125.00 12500 12500 1 12500 36 35.08 70.17 80.67 121.33 125.00 90.17 135.67 125.00 96.42 36 23.39 46.78 53.78 80.89 107.50 60.11 90.44 120.17 64.28 ly j 1 W o 42 50.65 10129 11045 125.00 125.00 13017 12500 125.00 1139.19 42 30.07 60.14 1 69.14 104.00 138.21 7729 116.29 125.00 8264 42 20.05 40.10 46.10 69.33 9214 51.52 T7.52 10300 55.10 48 57 44.32 88.63 101.00 12500 125.00 113.89 125.W 125.00 121.79 46 96 25.31 52.63 00.50 91.00 120.94 67.63 101.75 135.19 7231 48 144 1754 35.08 40.33 60.67 8063 45.08 67.83 90.13 48.21 < a 1 64 39.39 78.78 90.57 13623 125.00 10124 12500 125.00 108.26 54 23.39 46.78 53.78 80.89 107.57 60.11 90.44 120.17 64.28 64 15.59 31.19 35.85 5393 71.67 4007 6030 8017 4285 60 35.45 70.91 81.52 12261 12500 91.12 137.09 125.00 97.43 60 21.05 4210 4640 7280 9075 54.10 81.40 10615 57.85 60 14.03 28.07 3227 4653 64.50 36.07 5427 7210 3657 2 66 3273 8446 74.11 111A6 148.13 82833 124.63 12500 68.57 66 19.14 3827 44.00 65.18 67.95 4918 74.00 9632 5259 66 12.76 25.52 29.33 44.12 5664 3279 49.33 6555 3&06 Q v 72 29.54 %09 67.93 10218 135.79 7593 11425 12500 81.19 72 17.54 35.08 40.33 00.87 80.63 4508 67.83 90.13 48.21 72 11.00 23.39 26.00 40.44 5375 30.06 45.22 60.08 3214 yy 78 2727 54.54 6270 94.32 12534 70.09 105.46 140.11 74.95 78 76.19. 32.38 3723 "56.00. 74.42 41.62 .6262 8319 44.50 78 10.79 21.59 24.62 37.33 49.02 27.74 41.74 55.46 29.67 M 18 106.92 MOO 12500 12500 12500 125.00 1 12500 12500 12&001 18 62.37 124.74 143.41 125.00 125.00 12&00 125.00 12500 125.00 18 44.91 89.81 103.25 125.00 MOO 115.41 173.65 125.00 123.41 g 24 80.19 125.00 125.00 125.00 12500 12500 175.00 125.00 12500 24 46.78 93.56 107.56 125.00 12500 12722 125.00 125.00 12656 2d 33.68 6/.36. 7744 116.48 125.00 86.56 13024 125.00 9256 30 64.15 128.30 147.50 125.00 125.00 125.00 12500 125,00 12500 30 37.42 74.84 86.04 129.42 125.130 9618 144.71 12500 10284 30 26.94 53.89 61.95 9318 123.84 89.25 104.19 13843 74.00 0 =d+ 36 53.46 106.92 12292 12500 12500 137.40 125.00 125.00 146.92 36 31.19 62.37 71.70 107.85 14333 80.15 120.59 12500 85.70 36 22.45 44.91 51.63 77.65 10320 57.71 8083 11536 61.71 c$o 42 45.82 91.65 105.38 12500 12500 117.77 12500 125.00 125.93 42 26.73 53.46 61.48 9244 12286 68.70 10337 137.33 7346 42 19.25 38.49 4425 66.58 8648 49.46 74.42 98.88 52.69 v n{ 48 63 40.10 8019 9219 138.67 12&00 103.05 12500 125.00 110.19 48 108 ..23.39 46.78 5&78 80.89 107.50 63.11 90.44 120.17 64.28 48 150 16.84 33.68 38.72 58.24 77.40 43.28 6512 8952 4628 54 35.89 71.78 87.95 12326 12500 91.60 137.82 12500 97.95 64 29.79 41.58 47.60 71.90 9556 53.43 80.40 106.81 57:14 64 14.97 29.94 34.42 51.77 8660 3647 5788 7091 41.14 °i s _ 60 3208 64.15 73.75 110.93 147.43 8244 124.04 12500 88.15 60 18.71 37.42 4302 64.71 8000 4609 7236 9013 51.42 fi0 13.47 2694 30.96 4059 61.62 34.62 5210 8922 37.02 0 ,'n z- 66 66 29.16 58.32 67.05 100.85 134.03 74.94 112.76 14982 00.14 66 17.01 34.02 39.11 5683 78.18 4372 6578 87.39 46.75 68 1225 2449 28.16 4235 %29 31.48 47.36 6292 3366 r 72 26.73 5346 61.46 9244 12268 68.70 103.37 137.33 73.-06 72 15.59 31.19 35.85 5393 71.67 40.07 60.30 8011 4285 72 17.23 2245 25.81 36.83 51.60 2685 4341 5768 30.85 78 24.67 49.35 5673 8533 113.41 6341 95.41 12&77 67.81 29 14.39 28.79 33.09 49.78 6015 38.99 55.66 73.95 39.56 78 10.36 20.73 23.83 35.&7 47.63 2063 40.07 5324 28.48 o u u H c 0 2 o Z � ANCHOR/CLIP ANCHOR/CLIP �i z HORIZONTAL MULLION ¢ E E J ANCHOR CLIP NOTES: c GLAZING VERTICAL o PRo6UCT 3 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER MULLION J TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. °°1��at���rq���✓ � 2 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE °L° * aol� ✓i✓ GLAZING GLAZING ¢ `,�°oy•••••••.... PRODUCT PRODUCT �a cLAZINc CLAZINc 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN �.�;� 1�✓ UN PRODUCT PRODUCT Mai THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. o "�:tTj to a A-;5o, c1oR/cu w avai 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER o � y n 0% > ANCHOR/CLIP LOCATIONS AT HEAD, SILL OR JAMB ENDS. w * 'Z_ 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCT REVISED �g`� 0ZO- as cmnpj5ireg with the Flid. W 7 Wz :iR«i a ra B- 4.03 F or�ti ` i It R, HORIZONAL MULLION SPAN }lyiratiouDa:c �f3 y ✓✓i✓,,,,it ..f TYPICAL MULLION CLIP ARRANGEMENTS 297 a j bfiam''.de i'rndur! ❑ 1 I