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HomeMy WebLinkAboutProduct Approval STMR IGH 1918 Corporate Drive I DOWS T Boynton Beach,FL 33426 Ph.561-922-6747 WNFax.561-292-3562 Property Information Building Information Owner: Paul or Joann Breau Wind Zone: 170 MPH. Address: 220 Ramie Lane Exposure Category: C Port St Lucie,FI 34952 Minimum Building Dimension: 45 ft. Mean Roof Height: 12 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 63 62 7 35.3 -38.5 2 Int 63 62 7 35.3 -38.5 3 Int 36 16 7 37.8 -41.0 4 End 73 25 7 37.2 -49.4 5 End 36 25 7 37.8 -50.6 ------------ - -- - -- - -- 6 End 73 25 7 37.2 -49.4 7 End 73 25 7 37.2 -49.4 ----------------------- --------- -- - --- 8 lnt 35 23 7 37.8 -41.0 9 End 59 55 7 35.8 -46.6 10 End 59 55 7 35.8 -46.6 ............._...... ___._... ----......._......_........._..__.. ------ _._.....---....---------------- - -- - 11 End 74 55 7 35.2 -45.5 _._..._.. .___..-......._._..__...._...._..._..._......._.......... __-.. --- - -------- -- ---- - -- --- - 12 End 74 55 7 35.2 -45.5 13 End 74 55 7 35.2 -45.5 14 End 52 55 7 36.1 -47.2 - ------........_.._......... ---..._ --- --..._._..........- -- ------- -- -- ---- --------- --- - 15 End 52 55 7 36.1 -47.2 -.............._.......... ..... -.._............_.........._..__.._............ ..._._......--------.._.._... -...-- ---... -------- --------- --- 16 End 52 55 7 36.1 -47.2 Prepared in accordance frith:ASCE 7-10.Chapter 30. Wind Loads-Components and Cladding.5111 Edition(2014)Florida Building Code. Page 1 of 1 A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Corner Zone -10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. 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 YIN/NA 1 Int W 7/8"Lami IG 15-0618.03 55 55 35.3 38.5 74X63 63x62 Y N 2 Int W 7/B Lan,i'G 15-0618.03 55 55 35.3 38.5 74X63 63x62 Y N 3 Int W 78"LamilG 15-0618.05 55 55 37.8 41.0 36X68 36x16 N N 4 End W 7B"LamilG 15-0618.03 55 55 37.2 49.4 74X63 73x25 N N 5 End W 7/8"LamilG 15-0618.03 55 55 37.8 50.6 74X63 36x25 N N 6 End W 7/8"LaniiIG 15-0618.03 55 55 37.2 49.4 74X63 73x25 N N 7 End W 7/8°Lami 1G 15-0618.03 55 55 37.2 49.4 74X63 73x25 N N 8 Int W 7B"LamilG 15-0618.03 55 55 37.8 41.0 74X63 35x23 N N 9 End W 7/8"Lami IG 15-0618.03 55 55 35.8 46.6 74X63 59x55 Y N 10 End W 7/8°LamilG 15-0618.03 55 55 35.8 46.6 74X63 59x55 Y N 11 End W 7B Lami IG 15-0618.03 55 55 35.2 45.5 74X63 74x55 Y N 12 End W 7/8°LamilG 15-0618.03 55 55 35.2 45.5 74X63 74x55 Y N 13 End W 7/8°LamilG 15-0618.03 55 55 35.2 45.5 74X63 74x55 Y N 14 End W 78"LamilG 15-0618.03 55 55 36.1 47.2 74X63 52x55 Y N 15 End W 7/8°LamilG 15-0618.03 55 55 36.1 47.2 74X63 52x55 Y N 16 End W 7/8°LamilG 15-0618.03 55 55 36.1 47.2 74X63 52x55 Y N M(AMI.DAUE MIAMI—DADB COUNTY " DEPARTMENT OF REGULATORY AND'IrCO[+PClM1G RESOURCES(RER) PRODUCT CONTROL SECTION 1805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 r.{786) 2509 N OF. C CEPTANCE (NOA) wyw.mlamidadeg9vreeo�m3` Regency Plus,Inc. 1024 Locust Gap Highway Carmel,PA 17851 SCOPE: This NOA is being issued under the applicable rules and regulations governigg the use;,of construction materials.. The documentation submitted has been reviewed.and'accepted:lay Miami-Dade County RER Product Control Section to be used in Miami-Clack County and other areas where allowed by the Authority Having Jurisdiction.(AHJ). This NOA shaft not be valid.after the expiration date stated below.The_MiamiwDadetounty ProductControl Section.(In Miami-bade 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 p"urp6ses.,If this product or. material fails to perforin in the accepted manner ; tete manufacturer'will mcu"th6.expense of such testing and the AHJ may immediately revoke, modify, or suspend-the.use of;such product or..materiat within their jurisdiction. RER reserves the right to revoke this acceptance, if itis determined:by Miami-Dade County Product Control 6 Section that this product or material fails to meet the requirements ofthe applicable building code. This product is;approycd as described hereinand:has,been designed,to comply with the Florida Building Code including the Hi Veloei HurricaneZone. ESCRIFTION:Series 4-5405"White PVC Horiizontal Sliding window_-L.M.I; APPROVAL DOCUMENT:: Drawing %; "RPI 50063, titled-"Impact,Series.:5405 Horizontal Slider Window",sheets i through 6 of 6,dated 1.1126/08,with revision.H dated 09124115,prepared by PTC, LLC, signed and seated by Robert J. Amorus% P.E., Bearing the Miami-Dade Crounty;Product Control:Revision stamp with the Notice of.Acceptancenumber and;expiration;date by theMiami-Dade,County Product Control Section. MISSILE IMPACT RATING:barge andSmall Missile ImpactReslstan LABELING: Each unit shall bear,a permanent iabel with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal'apiplication`has been'iled 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 dots or,if there hits been arevision-or change in the materials,use,and/or manufacture of the product,or°process'Misuse of this MOA 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 MOA revises NOA No. 14.0128.06 and consists of this page l and evidence pages&I and E-2; as well as approval document mentioned above. 'The submitted documentation was reviewed by Manuel Perez,P.E. -- NUA No.15-(!618;03 tt1AMFVADE Co1JNTY Expiration Date: July 22,1019 Approval Date: October 01,2015 fgl5 Page X Regency Pius,Inc. NCITICE QF ACCEPTAIVCF: EVIDENCE$UBYIITTF.D A. DRAWINGS L Manufacturer`s die drawings and sections. (Submitted tinder NOA No. 08-1210.12) 2. Drawing No. RPLS0063, Sheets 1 through 6 of 6, titled "impact Series 5405 Horizontal Slider Window' dated 11/26/08,with revision H dated 09/24/15,prepared by PTC,LLC,signed and sealed by Robert J.Amoruso,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)1Jniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,.per FBC;TAS 202-94 4),Large Missile Impact Test per FBC;.TAS 201-94 5)Cyclic-Wind Pressure Loading per FBC,TAS 203-94 ti}Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94 along with.marked-rap drawings and installation diagram of a white PVC horizontal sliding window,prepared by.National Certified Testing Laboratories,Test Report No. NTCL-110-11507 1, dated 08/18108, revised on 09/03/08, signed and sealed by Harold Rupp,'PE. (Submitted under NOA No.08.1210.12) C. CALCULATIONS 1. .Anchor verification calculations and structural analysis, complying with FBC 5" Edition(2014),dated 03/31/15;with revision dated 09/01/15,prepared by PTC,LLC, signed:and sealed by Robert J.Amoroso,P.R. 2. Glazing complies with ASTM E1300-04e01 D. QUALITY.ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice, of Acceptance No. 14.0916.10 issued to Kuraray America, Inc. for their "Kuraray ButacitcO PVR Glass.,Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 12-1120.02, issued to Royal Window and Door Profiles, Plant.13, for their White Rigid PVC Exterior Extrusions, approved on 02/28/13, expiring on 02/28/18. Manuel e. ez P.E. Product Contr Ma Diner NOA No. 618.03 F,Viratlon Date: July 22,2019 E-1 Approval Date: October 01,2015 Regency Pius,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to,of complying with FBC 0:Edition (2014).an 'of no financial interest, dated 0.6/01/15, preparedby PTC, LLC, signed and sealed by Robert J. Amoruso,PA 2. Laboratory addendum letters;.in;the Test'Report No. NTC1,110-11507!1, issued by National Certified TestingLaboratories,dated"03/31/09 land 05/01/09,both signed and sealed by Harold E.Rupp,PE. (Submitted under NOA No.08--1210.12) 3. Laboratory compliance letter in the Test Report No. NTCL-110- 15074,, issued-.by National Certified Testing Laborataries,'dated 08/18/08,signed,and sealed by Harold E.Rupp,P.E. (Submitted under N.OA No. 08=1210.12) G. OTHERS 1. Notice of Acceptance No. 14.0128.06, issued to Regency Plus, Inc. for their Series "5405" White PVC:Horizontal-,Sliding Window - LM.I., approved an;03/20/14 and expiring on 07/22/19. t F 5 E S Manuel P rez,rX. Product.Control xa finer` NOA No.. - . 18.03 Ezpiratlon.Date: July 22,200 Approval Date: October 01,2015 E-2 REGENCY PLUS, INC. Q ; IMPACT_ SERIES 540.5 HORIZONTAL SLIDER 'WINDOW - IN[[ INSTALLATION ANCHORAGE DETAILS GENERAL NOTE f1�TALLATIQNNOIEE: - I•THE PRODUCTANCHORAGE SHOWN HEREIN a DESIGNED 7.MATERIALS: ).ONE(1)INSTALIATIONA4Iw(OR IS REQUIRED AT EACH 6.E�TALLATION ANCHORS AND ASSOCIATED HARDWARE Co COMPLY WrtH 5TH EDITION(2014)FLO' SWLORNG ANCISORLOCATKNN BHOAM MUST SE MADE OF CORROSION RESISTANT MATERIAL OR o LADE(FBO}•BUIDINGANDRESIOENTUtLVOLUMES 7.1WlNDOWFRAMEMATERUILROYALWINDOWi HAVEACORROSIONRESISTANTCOATIMG, O ZONE(MM4 INCLUDING THE HIGH VELOCITY HURRICANE DOOR PROFILES.PLANT 13 RIGID VINYL PNC PER, 2.THENUMSER OF INSTALLATION ANCHORS.DEPICTEO IS THE DESIGN PRESSURES)STATED HEREIN: MIAMI-RADE NOTICEOF ACCEPTANCE(NOA)NO, THE MINIMUM NUMBER OF ANCMm.TO BE USED FOR 9:FOR HOLLOW BLOCK AND GROUT FILLED BLOCK.DO 2.THE PRODUCTDETAI S COHTAINEDNEREI NARE BASED 121120.02 PRODUCT uNBTAL1ATroN, Noy Mg g DISTANCNSTALL E ISS MEASURERS INTO FROM FREE 0 w g UPON SIGNED AND SEALED TEST REPORT NOTL-110.11W7.1 ® BUTACdTE1NTERlAYERPERMlNd1DARENOiICEIN 3 OF T QHRU MAIN FU� R(ME VM LOAD REARING SAN0110R SHELIOF��� EDGE OF MORTAR JOINT INTO FACE a 92 LABORATORY STAMPED DRAYNNOS AND WERE TESTED W ACCEPTANCE(HOA)NO.44-M&IO. MAXIMUM ALLOWABLE SHM%M IS'UI INCH.SHIM g ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE WHERE SPACE OF NI6INCH OR GREATER OCCURS. 10,INSTALLATION-ANCHORS SHALL BE WTALLEO IN fli YU11MGPROTOCOLS TAS-201.TAS-202AND TAB•208NOT USED. SHIM(SjSMALL BECONSTRUCTED OFNOMDE"m ACCORDANCE WITH ANCHORNANUFACTUREITS d t Y PLASTIC OR BETTER. INSTALLATION INSTRUCTIONS AND AN04MSHALL 3.THE PRODAN PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE A GLASS MEETS THE REQUIREMENTS OF ASTM NOT BE USED W SUBSTRATES WITH STRENGTHS LESS g A TO THE STANDARDS LISTED 81711E 8TH EDITION(2014) E1300-041. 4,F M78fALlATKNi INTO W04D FRAMING.USE 1S2 Wt00D THAN THE MINIMUM STRENGTH SPECIFIED BYTHE p [� F"LORIDAIIUILOONGCODE(FBC)-BUILDING At� SCREM130P9UfFIGENfLENO1HTOtCHlEllr 11721HCH ANCHORNANUFACTURER:' 2� RESIDENTIALVOtUMESAMDISIN"COMPLIAHMWITH&41D T0,DESIGNATKNtSx"AND-O"STANDFORTHE MlNII FM EMBEOAtENT.:WNiMUME00EDISTANGElS716 W c STANDARDS INCLUDING HIGH VELOCIIYLNRRICANEZONE FOLLOWING INCH. 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS (HVHZ)REQUIREMENTS X:OPERABLEPAR EL HEREIN ARE SASEOONSUBSTRATE MATERIALS WITNTHE w O:FIXED PANEL S.FOR INSTALLATION THROUGH 1X SUCK TO CONCRETE I FOLLOWING PROPERTIES: 4.ADEQUACY OF THE EXISTINGSTRII!IURAI CONCRETE ® MASONRY.OROIRECTLY INTO CONCRETE/MASONRY. w MASONRY AND 2X FRAMING AS A MAIN WINO FORCE 11.A 113 WCRFASt IN ALLOWABLE STRESS FOR WIND USE 114,INCH CTW ADVANCED TWEADFORM TAPCONS OF A, WOOD PROTECRON.WOOD PROTECT KWOOO- RESISTING SYSTEM CAPABLE OF WITHSTANDING AND' LOADS WAS NOT USED IN THE DESIGN OF THE SUFFICIENT LENGTH TOACHIEVE THE FOLLOWING; ® PRESSURE TREATEO SOUTHERN YELLOW PINE. TRANSFERRINOMPUEOPRODUCT"LOADSTOTHE PRODUCT(S)SHOWN HEREIN..WIND'LOAO 5.1. CONCRETESUBSTRATE "" MINIMUM SPECIFIC GRAVITY OF 0.65 LUMBER MUST STRUCTURE t8 THE RESPONSIBILITY OF THE ENGINEER DURATION FACTOR(C4.1�HAS BEEN USED FOR 3,C1. 1%INCH MINIMUM EMBEDMENT . COMPLY WITH 6TH EDITION FBC/FRC AS RELATED OR ARCHITECT OF RECORD. WOOD ANCHOR DESIGN WHERE WOOD-ONLY 3.12 14t2 INCH WNIMIMA EDGE DISTANCE- TO WOOD PROTECTKML FAILURE GOVERNS.FOR OTHER MATERIALS. 52.'MASONRY SUBSTRATE B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 5.1X AND ZXBUCK3(LMHENUSED)SHA11.BE-DESK3HEDAND- APPROPRIATE SAFETY FACTORSMRTHE S.ZI. !INCH WHIMUMEMBEOMENT ® 26MPdANDCONFORMS TOACl301. Q ANCHORED TOPROPERLYTRANSFERALLLOADSTOTHE APPLICABLEI3E&GNSTJWDARDAREUSED. 5.22: 21NCHINNIMUMEDGE DISTANCE C. MASONRY.STRENGTH CONFORMS TO ASTM CIO; STRUCTURE.SUCKDESIGNANDINSTALLATLON IS THE - - - .. MEDIUM WEIGHT NTH DENSITY X1/7 PCF. PAW J.AXWY*m PE. RESPONSIBILITY OF THE ENNGINEER.OR ARCHITECT OF 12.01 AREAS WHERE W NO•SOiWE DEBRIS- 6.FOR PARTING STOP INSTALLATION USE 66 X 1112 INCH FIaNi r,E t»,altea RECORD. PROTECTION REQUIREMENTS EXIST,USE OF AN WOODSCREWS,APPROVE ' S. THEGENEINSTALLATION AND IAAY NOT REFLECT DESCRIBED HEREIN ARE NEEDED O flHPACT PROTECTIVE SYSTEM 141 NOT 7,MINIMUMWALL SN ;EMBEDMENT ANDINCLUDING SNOTTANCE DISTANCE ,`,`�Q,�G E�����,', FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSEp STUCCO.FOAM,BRtCICVENEERAND SIDING . �:4 F'•,G INSTAULATION.TO DEVIATE FROM THE REQUIREMENTS JAdo 407 DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OP IONS: A.OUTSIDE HVHZ:REQUIRE THAT ALICENSED. TAT OF• ��i ENGINEER OR ARCHITECT PREPARE AND SUBMIT ��'•0 f SATE SPECIFIC DOCUMENTS FOR USE WITH THIS .. l!..•'Ey�r*� DOCUMENT. S.INIDE SHVHZ:REQUIRE THAT A ONE-709E SITE rost SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED TABLE OF CONTENTS ® FROM THE MIAMI-OADE COUNTY PRODUCT CONTROL SHEET REV.: SHEET DESCRIPTION IF GENERAL AND INSTALLAVON,NOTES PRODRICTREMED 2 F ELEVATK)N ANO ANCHOR LAYOUTS �-"" a°�'"Hlim" Ik�� 3 F VERTICAL SECTIONS a , 4 F HORIZONTAL SECTIONS,GLAZING DETAIL B.CORNER DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RAi1NGrmimow 5 F CORNER DETAS. 155.0 WOE MISSILE 0 F COMPONENTS AND BILL OF MATERIALS IMPACT Pi..4.d 7 3/4"MAX FROM CORNERS(TYP.) 12"MAX.O.C.(Ty (9 HEAD&SILL `@ HEAD&SILLb FROM PARTING 12112 MAX.O.C.(TYP.) STOP CORNERS Q HEAD&SILL 81/4"MAX. FROM PARTING STOP CORNERS(TYP.) 5112"MAX. _ w FROM.FRAME , CORNERS(TYP '3" E 12" O.C.7YP, O.C.TYP. 74"MAX. t FRAMElMDTH , �a 343/16" 13T' n MAX. MAX. INSTALLATION ' x o,L:O. D.W. ANGHOR.(TYP.) . PM;A"X; 3 _ PARTING STOP - x g .ANG11oR(TYP) 6"MAX..o.C,FROM �,71� � �d `` FRAME.,CORNERS(TYP.) J .. SC STEEL REINFORCEMENT "3 3. FIXED W!(2)'.EVENLY 3 MAX (TYP:).�HEAD SILL m 4 O L O FOR WOOD SCREWS ,/� SPACED METAL SCREWS 4"'MAX..(TYP)(0 HEAD SILL& R tt FOR CONCRETE SCREWS it T MAX.FROM"C.L.(TYP.);Q HEAD&SILL aoo«t�:Mm o.P.e, 5�E F NP.E Itc 40M 4 &'MAX.:FROMC.L.._(71'P.)(6i HEAD&n 57112' ��a SptEB r, ++ SILL FOR`WOOD SCREWS., MAX. MAX FROM.C.L.(TYP.)@:HEAD& , 0`��`��.a�ENsi���' n, rI D,L.O. SILL FOR`CONCRETE SCREWS. ^ �� LS23 u � it ao 4�t9 ANCHOR LAYOUT EXTERIOR VIW STATE REINFORCEMENT /� t yrr/ONA��atasa 9 112"X.114"WEEP HOLE rxc�auc ratirixer► .A 2 S6"FROMEND(TYP.) axcemr+lrtti YWsbtPfajda. a�sarnacea xeapuec.±� 3 ELEVATION � � 'EXTERIOR VIEW ONE By WOOD J12 WOOD SO REW '12 ONE,.BY W.OOD Ut; I I 1 11 SUCK-BY OTHER 1/4' ITW TAKON INSfALLATIoN ANCHOR: SY'OTHERS i 1/11 EDGE DI;R (SEE NOTE.5. SH7. I) v (SEE NOTE 5. SA 1) IftsTALmnot4 ANCHOR 7/8" MIN TWO BY WOOD WOOD SUCK PROTECTION BY t" MIN.&. SHEATHING EDGE DIST.,LkA BY OTHERS d d OTHERS (SEE�INST. NOTE BY OTHERS �:.;. . 3 iE '(tEl�NOTE 4,1311 T 1) I 1A) '4 CONCRETE BY-OTHERS EXTERIOR FINISH (SEE NOTE 4i SHT. 1) MIN BY OTHERS EM 11 t/2 MIN BEOMENT #8 X 1 1/2 EMBEDMENT WOOD SCREW #8 X I '14 , 1 .1/2 WOOD SCREW\�'/ 08.x .1/2" .4.1 MAX. woo 75 D SCREW o EXTERIOR FINISH J Ao SHIM SPACE BY OTHE S SHIM SPACE 'TER CAU PERIMETER CAU to By OTHERS 21 PERIMETER CAULK 10 BY OTHERS 21 a WINDOW HEIGHT 2 is 4 z IL 4L it ow VERJTICAL VaN�Ow EXTERIOR o1p INTERIOR EXTERJOR INTERIOR e. HEIGHT SEE GLAZING,' UA �A"S VEATI A SECTION DETAIL 2 C . n�'tffi IA, � i 16 SHEET 3 27 a, 6 21 it 9 2 4 16 4 15 6 22 24 A SwEs 23 ........�.4 to PERIMETER CAULK 10 21 0—M riT;.:. By OTHERS #8 X 1. 1/2" No 497 14. #8:X 1 1/2" SCREW 17 14 1/4" MAX. WOOD SCREW SHIM SPACE STATE F. EXTERIOR FINISH BY OTHERS 2L pip; lilts CONCRETE BY OTHERS 1 1/2' MIN. A (SEE NOTE 4, SHT. 1) EMBEDMENT Zk-% moDucire ONE BY WOOD :4 15 18 .16 26 I .. I N 13 1 1/2" MIN EXT I ERIQ.R wiw-& SUCK BY OTHERS 1/4" 1 AIVIMMM NSTAL ON ANC "DW (SEE NOTE'5, SHT. I) EDGE DIST. VERTICAL SECTION WOOD BUCK PROTECT] A BY OTHERS (SEE IN NOTE i1A] 1/4" MAX. SHIM.SPACE 14 #8 X 1 1/2' WOOD SCREW 18 X 1 1/2" 14 SHIM AS 1 1/2' MIN. EMBEDMENT — CONCRETE 3 WOOD SCREW 1/4" MAX. REQUIRED 1" MIN. EMBEDMENT — MASONRY SHIM SPACE EMBEDMENT 10 1 19 17 16 INTERIOR 15 '18 3 7 B 10 13 y/4" RW TAPCON INSTALLATION ANCHOR d c SHIM AS REQUIRED �' p 8 A 1 1/2— MIN. EDGE DISTANCE — CONIC. qq #12 WOOD SCREW 12 q y 2" MIN. EDGE DISTANCE— MASONRY ® F INSTALLATION ANCHOR e F ° cd CONCRETE.OR, MASONRY mss= cJ V BY OTHERS EO7 - MI N.NCE 0 ' V .Q (SEE NOTE:4, SHT. 1) SOLATION MATERIAL BETWEEN m 2 E 21 WOOD BUCK & MASONRY o o TWO BY WOOD .t " OPENING BY OTHERS R '$ FRAME BY OTHERS s �,' D O n ONE.BY WOOD Oso (SEE NOTE 4, SHi. 1) i�$ +t r pr BUCK BY'OTHERS f5v a SHEATHING > Q Q (SEE NOTE 5,.SHT, 1) a In BY OTHERS 20 15 MOR S i ,10 �� 1/2 / •JZ vi 14 '& X 1 1 2' J8 X 1 1/2''14 10 METER CAULK PERIMETER CAULK WOOD SCREW =a C � WOOD SCREW BY OTHERS BE OTHERS, o.Gam' EXTERIOR.FINISH. BY OTHERS EXTERIOR FINISH HORIZO ° SEMON RI7,ON L E B1! HERS s g O0� 76 F c-1•t u,vortx s , �t atfsumEJvm amw� tea ps, s' "' 7/8' O A. LAMINATED:GLASS CONSISTING 18. OF: EXTERIOR LAMINATED CLASS _ (2) 1/8' ANNEALED GLASS'W/ 0.090' x' KURARAY AMERICA INC. BUTACITE Y. INTERLAYER,-0:39" AIRPSACE W/., DESICCANT MATRIX STEEL SPACER, rQtwdJ.AffAnNI%PfiL INTEPJOR 1/8- TEMPERED`GLASS t oa a c tro+traa 16 15 ,�4��ututnJiti ��O JpMES 4 +Ji��, EXTERIOR 10 28�. P••'�CENSF�•pG4 40'•b rP 2 \ B S No 49 �SO 17 R ,� •# GLASS281TEI �� 1/2" GLASS BLTE ti STAT F ki INTERIOR S............... 1 \ 10 27 e veeasewcraetnseo GLAZING DETAIL 1 GLAZING DETAIL 2 A «►+o By M'�nc rioex+ c WELDED MITERED. CORNER CONSTRUCTION R7 (TYP.) 4 � TI T LATCH " 0.176 O B97' STEEL-ZINC COATED ` 0.323' SHIM oa.s 0.20V aoa»aha«v,o.wE nw aR.6 ft.49M ffr ccc lil NOTE: CORNER" DETAIL 1X PT WOOD BUCK � �.3m [] 0.7W PARTING STOP EXTERIOR PERIMETER BY OTHERS °'#� � TO BE SEALED TO 1X PT WOOD BUCK 1.9w 2.200" WITH SiKA 551 SILICONE SAW r' No A490762Tio :o L1T.012" " 0.6w0.#57" ' as smMFdX�t" " q" �ISC1bIEA 4a Miom I?ch Prnduar MAIN FRAME WEEP HOLES CSlll): O SASH FRAME GLAZING STOP-OPERABLE LITE a WHITE RIGID PVC 112"X 10 EACH END(INT,TRActq WFm RIGID PVC GLAZING STOP W!HANDLE a WHITE RICID PVC 19 �. 0.070"THK 112'X 318'MIDSPAN(INT.TRACK) 0.068'THK. WHITE RIGID PVC 0.055"THK. E SIS"X 3W EACH END(EXT.TRACtq 0.05x^THK 5/16' a 3/i S' 1 T1/16 _T {. 15/16" 1 s/T6" 2 3/4'. ig SASH COVER /T GLAZING STOP-FIXED LITE t>3 PANEL STOP!FRAME COVER 1 3/8' WHITE,RIGID PVC WHITE RIGID PVC WHITE RIGID PVC z 0.075'THK 0.070'THK 0;850"THK 5/16, .�_ � 5/16- 9/16* /16"9/16" o �_3 1/4" 1. �_T I 751rw - r POCKET COVER DMCKET COVER (EXT.TRACK) (INT.TRACK) TILT LATeR BILL OF MATERIALS46 WHITER TO PVC ITEM 11 DESCRIPTION MATERIAL SUPPLIER X O.OTIY'THK WHITE RIGID PVC 3TEQ'•ZINC COATED �� 1 MAINFRAME WHITE RK31D RWDP °d 0OTO' SEESHEETS 2 SASHFRAME WHITERIGIOPVC "RMP _ rcchaa 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC '•RWDP 4.. GtAZiNGSTOP'=OPERA9L LiiE: WHITE RK#D:PVC .. "RWDP saw 1 1/16., S POCKET.COVER WFI1tE RIGID PVC '•RWDP +++ r 8. POCKET COVER' NT TRAC WHITE RIGID PVC "RWDP g � , 7 SASH COVER. WHITE RIGID FV "R WDP 1 7 8" 1 7/8'--T— WEEP HOLES, 8 REINFOR EMENT(SASH FRAME)18'GA. STEEL ALLOY 100811010' REGENCY PLU 'INC. � ! !< 314-X 31+8"EACH END 9 INTfRt OVER " VOWERIGID PVC. '•.RWDP 1/4'X8/75 MIDSPAN 10 PARTING STOP WO()r!`PT SYP Gu0.55 MIN. 11 CAM SWEEP LOCK R KEEPER. .' STEEL TRUTH A INTERLOCK COVER � REINFORCEMENT � � VAR . 15 FIXEDMMEETING RAIL 12 012 WOOD.SCREW INSTALLATION ANCHOR WHITE R1RID WC SASH FRAME � -,ITYV 8 0.070°THK STEEL, WHITE RIGID PVC 13 114"ADVANCED THREADFORM TAPCON STEEL 0.050"TMOK: 0:085'TNK 14 NSXIllrMOD SCR_EW konati,Tn was Pt, F.y=30-50SKi 15 718"OA.INSULATED GLASS(SEE GLAZING GLASS EDQESEAL ftftsPA,No,4PS2 15/16' Fu.m.3T.5.68,7 KPSI DETAIL ON SHEET ��� ANME3�rtAt StKN j6 : SIKA FLEX 552, SILICONE 17 GLAZINGSTOP-F.IXEDLITE WHITE GRI ID PVC "RVWP :0,4�ciCEtVS. nQ 1, 3/4" /16'� 2 3/16- 18 FIXED ETINGRAtL WHITERIGIDPVC "RWDP ��� No 49 S ., 3/4- 19 PANEL 1.045PF COVER . WHITE RIGID PVC '•RWDP * ,� 20 . POCKET INSERT 0(ED ANEL WHITE RIGID PVC: .: "RWDP .0 1a PARTING STOP 25 REINFORCEMENT 21 FINSEAL WEATHERSTRIP VINYL ULTRAFAB TAT �i1 WOOD 2 i 16" 22;' NYLON HOUSED METAL OLLE NYLONISTEEL SAUNDERSENGG �i���c•'c<:ORTD FIXED:MEETING RAIL; 23'. HURRICANE TILL LATCH(1057 Ewe(SEeNaTE,BMOW)STEEL-ZINC:COATED VISION IND: .,sof �ym�+• STEEL �h ONAt �• 0.050-THICK POCKETINSERT 24' -WEEP.HOLECOVERB PLASTIC R4MIU' �.1SS�I1al��p FY s -:SO KS# FYXED PANEL 2b REINFORCEMENT FixED MEETING RAIL 16 f3A STEEL ALLOY 100Nt0i0 REGENOY PLUS lNO Fu=3'7,5-88:7 KPSI 28 ENDUR 9.8' SPACER STAINLESS STEEL CARDINAL WHITERIGID;PVC 027 GLAZING PAD SETTING BLOCK 2NB-0K-126-02 NEOPRENE FRANKLOWE ►aittoUCTR9VL5HO 0.080 TtIK„ raantlfl�sid�eePkAAM, NOTE HURRICANE TILT LATCH BY VISION tND.USED TO SECURE OPERATING SASH TO MASTER g f 5/16" 13%16` "`a'FRAME.NOT SHOWN IN.DRAW1Nt3. ��� tao "A8TMA•A1008A/Ai09 f " RWDP•RQYALIMNDOW9AND:DOOR '�' aeervmd+n, 3/4" 1 1/S" PROFILES PLANT NO.13 MD NOA NO.12-i12O.02. MIAMf•E?AD� "'' MMI--DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26:Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)h5-2.5§0 F(786)315-2599 NOT CCEPTANCE NOA www.misfnJ4pdeeqy/ec9namX Regency Plus,Inc, 1024 Locust Gap Highway ount Carmel,PA .17851 SCOPE: This NOA is being issued under the applicable rules and regulations governing"the use"of.construction materials. The documentation submitted has.been reviewed and accepted.by Miami-Dade County RE-R-. 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 arehs.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 theaccepted manner,the manufacture 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 thci requirements of the applicable building code. This product.is approved as described herein, and.has been.designed-.to comply with the Florida Building Code,including the High Velocity Hurricane Zone, ES -ON.Series"5205"O.utswing White-PVC Casement Window--L. APPROVAL DOCUMENT: Drawing No. RPLS0061, titled "Series `5205' Vinyl Impact Casement Window-LMI",sheets'1 through 5of 5,dated 10114/08,with revision J dated 09/24/15,prepared by PTC; LLC, signed and sealed by Robert.J. Amoruso, l?E., bearing4he Miami-Dade County Product Control � Revision stamp with the Notice of Acceptance number and Expiration.-date:by the Miami-Dade County, Product Control Section. (MISSILE IMPACT RATING:Large and-Small Missile Impact..Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, I 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 ofthis product. TERMINATION of this NOA will occur after the'expiration date orf 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.AM'automatically"terminate this NOA...Failure to comply with any section of this NOA shall be cause for terminations and removal of NOA. ADVERTISEMENT: The NOA number preceded by the`Words Miami=Dade'County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the "user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building.Official. "this NOA revises NOA No.13-1009.10 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed.by Manuel Perez,P.E. NOA No.15-01618.05 MAstwADE coUntn Expiration Date: May 06,2019. �LRIUQUI t Approval Date:-October 01,2015 g11t5 Page 1 i Reprency Plus,hne. NOTICE OF ACCEPTANCE.- . EVIDENCE SUBMITTED ' A. DRAWINGS 1. Manufacturer's die;drawings and sections. (Submitted under.N©A`No. 081118.1p) 2. Drawing No, RFLS006.1, titled "Series `5205' Vinyl Impact Casement Window - LMI", sheets 1 through 5 of:5, dated 10/14/08, with revision J dated 09/24/15, prepared by PC,LLC,signed and sealed by Robert L Amoruso,P.E. B. TESTS 1. Test reports on: I)Air Infiltration TcAt per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per.FBC„TAS 202-94 - 4)Large Missile impact Test-per-1713C, TAS 201-94 .)Cyclic Wind Pressure Loading per FBC.TAS 203-94 6)Forced Entry Test,.per FBC 2411.3.2.1 (b)and TAS 202-94 along-.with marked-up drawing&and installation diagram of white PVC single hang window,prepared.by National Certified.Testing Laboratories,Test Report No. NTCL41,0.116184,dated 10/02/08,signed and sealed by Harold E.Rupp,P.E.- (Submitted .E:(Submitted under NO.A Na 0811.1810) C. CALCULATIONS 1. Anchoi `verification ,calculations and structural analysis, complying with FBC 516 Edition (2014),dated 09/03/115,prepared by PTC, LLC, signed and seated by Robert L Amoruso,P.'E. 2. Glaxifg complies with ASTM`E130U-04e01 r D. QUALITY ASSURANCE I. Miami-Dade Department,of Regulatory and Economic Resources(RER.). E. MATERIAL CERTIFICATIONS - V 1. Notice of Acceptance.No. 14.0916.10 issued to Kuraray America,.Inc. for their "Kuraray Butacite@ PVB GIass:Interlayer'.'dated 04/25/15,expiring on.12111/16. r 2. Notice:of Acceptance No. 124110.02;issued to Royal Window.and Door Profiles, Plant 13; for their 'White Rigid PVC Exterior Extrusions, approved on 02/28/13, expiring on 02/2$/18. Ma tte ere P.E. Product Cont of Ex bier ' NOA No. 618.05 Expiration Date: May 06,2019 E 1 Approval Date: October 01,2015 Reeency Plus,Inc> NOTICE OF ACCEPTANCE:. EVIDENCE SUBMITTED F. STATEMENTS I. Statement letter of conformance, complying with FBC'5" Edition '(2014) and of no financial interest,dated 03/18/15,prepared by PTC,LLC,signed,and sealed by Robert I Amoruso,P.E. 2. Laboratory addendum letters I and II in the Test_Report No. N'ITC1,110-11618-1, both.issued by National Certified Testing Laboratories, dated 10/02/08 and 01/20/09, signed and sealed by Harold'E.Rupp,.P.E. (Submitted under NOA No.08.1118.111) 3. Laboratory compliance letter in the Test Report No. NTCL-110-1161$-1, issued by National Certified Testing Laboratories, dated 10/02/08,signed and sealed by Harold E.Rupp,P.E. (Submitted under NOA No. 08-1118.10) G. OTHERS 1. Notice of Acceptance No. 14.0128.07, issued to Regency Plus, Inc. for their Series "5205"Outswing White PVC Casement Window--L.W. appraved:on 12/05/13 and expiring on 95/06/19. i Y y Manuel P Ua, er X. Product Control` NOA No.105 Expiration Date: May 06,.2019 Approval Date: Clctober 01,2015 E-2 REGENCY PLUS, INC. : LSERILIE&1`520511 "fM IMPACT CASEMENT WINDOW - LMI' INSTALLATION ANCHORAGE DETAILS . all E 1:THIS PRODUCTAN BOE SFIOWN HEREN Is OES10NEl)TO 7.MATERIALS. M8T11LU1TION NOTE81 E.INSTALLATION ANCHORS AND A930cIATED HARDWARE MFLY,WITN[TH EDITION CtNTI FLORIDA S INOW CODE ' MUST BE MADE OF CORROSION RESISTANT MATERIAL OR '101(f8C).BUM dNO ANO RESIDENTIAL VOLUMES iNC1 UdHO THE 7.1 WINDOW FRAME MATERIAL ROYAL WINDOW& 1.ONE(i)INSTALLATION ANCHOR I6 REQUIRED AT EACH HAVE A CORROSION.RESISTANT COATING, 3 FRESMRECITYNURRICANE20NE(F1VH2)ATTHEDE6KiN DOOR PROFILEg.PLANT/7RIGIDVINYLPVCPER ANCHOR rPREBSURE(3)STATED Fi£REIN, 9 FOR'CQNCIIV E BLOCK,DO NOT INSTALLINSTALLATION , MWA14)AOE NOTICE OFACCEPTANtM'(NOq NO. 2 THE PRODUCT DETAILS'CONTAINED HERFJN ARE BASED UPON 12.t 120.0E 2 T1tE NUMBER OF INSTALLATION ANCHORS DEPICTED IS ANCHORS INTO MORTAR JOINTS.,EDGE DISTANCE is SIGNED:AND SEALEDTEST.REPORT/NCTt110:116161; THEMNIMIMNUMBEROFANCHORS TOBEUSED FOR MEASURED FROM FREE EWE OFBLOCKOREDGE OF OATEDSOW005 ADDENDUM DATED I110610 ANoADOEN�q 72 'IN��YERKURARAYAMERIG,INC. PRO�TWSTALUITKON. MORTARJOINTIWOFACE�LLOPBLOCK, y . S An BATED O/lIL AND ASSOCIATED LABORATORY STAMP, ���E BITERLAYERPER MIAMI-0ADE NOTICE OF DRAWINGSANDWERETESTEDINACCORNWCEN97MHKD ACCEPTANCE OWN NO.1"10.106 3.SHIM AS REQUIRED AT EACH INSTALLATIONANGHOR In.INSTALLATION AWH'MSMALL BEINSTALLED IN �Z .VELOCITY HURRICANE DANCE ® WITH LOAD MAXIMUMALIOWABLE, ACWRDAW WITHANCHOAMANUFACTMERS z,q,F u�O a1 TAS-�ANQ TAS203. SHIM SIZE IS u{INCH.SHFM WHERE 8PACE'OF 11161NCH INSTALLATION INSTRUCTIONS AND ANCHORS SHALL ,; a . Z a.NOTUSED• OR GREATER OCCURS.,SMMIS)SHALLL RECONSTRUCTED NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS 5 1.THE PRODUCT"A3 BEEN EVALUATED FORCOtiFORMANt TO 9.OL183 MEE1S THE REQUIREMENTS OF ASTM OF HIGH DENSITY PLASTIC OR BETTER; THAN MI I�IAAC,L �R TH SPECIFIED BY THE 3 F;, C1fv�- . THE STANDARDS LISTED IN 7F�fiTTI EDITION(2014)FLORIDA E13004MOC 4.FOR ISTALIAM ON INTO WOOD FRAMING.USE 112 WOOD a 5 ®VOLUMES NDI FSC)-BUIIpINOANORE3IDENTtAL SCREWS OF SUFFiCIEHTLEHOTHTOAOMEVEI112INCH II:INSTALtwTKkOANCHORCAPACITtESfORPRODUCT6 tHCLUDN0H�1ELOCI YHUREYITIIZONE(A41DAR0$' ZtI,DE3IGNA'tWN'lI^.6TANDS.FORTHEFOLIOVYN4 MIHWUMEMBEOl1ENT.MtNGtUMEDG 1.I- NC£_7" HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH VElAC1TYHURRICANEZONE(HUHZ) X.OPEPASLE.PANEL INCH ©THEFOLLMINGPROPERTIEB' o� REQUIREMENTS. Q � � 4.ADEQUACY THE EXISTMIG STRUCTURAL 11.A 1/J INCREASE N ALLOWABLE 8TRE8S FORHRNO S.FOR INSTALLATION THROUGH 1X BUCKTO.CONCRETS I 'A. WOOD PROTECTION,WOOD PROTECTION.WOOD- i�v2 CONCRETE/ LOADS WAS NOT USED N THE DESIGN OF THE MASONRY OR DBTECTLY WTO CONCRETE!MASONRY: A PRESSURE TREATED SOUTHERN YELLOWPINE: q MASONRY AND 2X FRAMING AS A MAIM WIND FORCE - ® PRODUORS)SHOW MRI. ERE .WIND LOAD USE 1/41NCH ITW ADNANCEDTNREADFdtM TAPCON8 OF ®' MIS wm sPECIFwopAWTYOF 0.g5 LUMBER' , -a TRANSO SYSTEM CAPABLE OF WITHSTANDING AND DURATION FACTOR(06.1.0)HAS BEEN USED FOR SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING:- MUST COMPLY WITH 6TH EDITION FBCIFRC AS TRANSFERPoNO AFPUED PRODUCT LOADS TO THE WOCDANCIM OESION WHERE WOOD Y 1= it. CONCRETE SUBSTRATE RELATEDTOY400D FOUNDAT10N IS THE RESPONSIBIUTY OF THEERMEER OR FAILURE GOVERNS.FOR OTHER MATERIALS; S.Lt, 11R INCH MImRUM EMBEDMENT. PROTECTION. AROWMCTOFRECORDANOTOBEREMEWEDBYAtU APPROPRIATE SAFETY FACTORS PER THE 3.12 1412 INCH MINIMUM_EDGE DISTANCE &�R,C014CRETE4dN0AL9ylCOMPRESSIVESTRENf3THOF (MEN USED)SHALL BE DESIGNED ANDD. APPLICABLE DESIGNSTANDARD.ARE USED. i.2 MASONRY SUBSTRATE. 6.tXAND2XBUCK6 � � ZS110PiiANDCOMPUESYATHAC1301. g 33.1. .i NCH MINIMUM EMBEDMENT - - ANCHORED TO PROPERLY LOADS TOME 12 IN AREAS WHERE WIND-BOURNE OEBRIS 52.2 2111CH.4MM EOOE DISTANCE ®C.MASONRY-STRENGTH CONFORMS TOA.ST&CG90, STRUCTURE.BUCK DESIGN AM INSTALLATION IS THE' PROTECTION REQUIREMENTS EXtST;USE OF AN MEOtURt WEIGHT WITH DEN8ITY>t17 PCF. fM:SPON8MITY OF THE ENGINEER OR ARCHITECT OF APPROVED IMPACT PROTECTIVE SYSTEM 18 NOT 6-FOR PARTING STOP INSTALLATION USE 16 WOOD Fiwiaa vrw xn Ilia RECORD,AND TO BE REVIEWED BYAHJ. NEEDED. SCREWS. STA 0.GENE=ANDTMAYNOTRER.ECTACTUALCONDITION3FORA. 1 3.AEPCR MANENTIABELANDlOIRSSTAMLPAWITHTHETM 1 WALL.FINISMHE8.DICLTU00NiiBUTNOTLOOTEDTOLD GEEq/''�����i SPECIFIC SITE 1F37E CONd110N8 CAUSE INBTJItlATION To EXTRUDER COM AND TADCk STUCCO.FOAM,BRICK VENEER AND SKNN0. DEVIATE FROM THE REQUIREMENTS ELECT ONE OFF D HEREIN,THEN No `O. THE BUILDING OFFICIAL MAY ELECT ONE THE FOLLOWING OPTIONS, A-OUTSIDE MMZ:REQUIRE THAT ALICENCED s STATE OF :�W ENGINEER ORARCHITECT PREPARE AND SUBMIT SITE SPECIFIC DOCUMENTS FOR use WITH TH)s-DocuMENT ,�t�`SS�,O R I O NO����• TO BE REVIEWED BY AHJ. TABLE OF CONTENTS IL INSIDE HVHZ:REQUIRE THAT A ONE TIME SITE rrHH►tit e. SP1?CIFlCAPPROVALSEAPPL1EDFO2ANDOSTAINED SHEET REV. SHEET DESCRIPTION FRt1M THE MIAM WADE COUNTY PRODUCT CONTROL, 1. - E GENERAL AND INSTALLATION NOTES —'�– ? E ELEVATIONS - –^a PR�UCi NEY15RD 3 E VERTICALSECTIONS a+ccd�ytsi4 uMlr,Flot4a 4 E HORIZONTAL SECTIONS.B GLAZING DETAIL _ 0 t DESIGN PRESSURE RATING D'sF) IMPACT RATING ,t�.e►�No(r�'0414?� D3 -E COMPONENT ,BILL OF T A 6CORNE DETAIL •56.0 -SS-O IMI Or¢ idi 'b I .a' a i i � � a HEAD s slu PARTING STOP .ANCHORS ®4"FROM WINDOW3.7V TYP,FROM PARTING 8 FRAME"CORNERS STOP CORNERS HEAD 6 SILL 33.00' 1X HEAD b SILL ANCHORS' PARTING STOP ANCHORS z DTH 4 314'FROM PARTING ,434.126 le.,FROMM WMIOOW STOP CORNERS D.LO. FRAME CORNERS PARTING STOP JAMB ANCHORS ANCHORS- 4 B 3.67"O.C.TYP,` 5 — — — -- � JAAIBANCNORS � � �c°Di � •, gga ® 7 8/16 O.C,TYP, 83.1876' 70'MAX. PARTING STOP v a ® UNIT 80'MAX ANCHORS a 88.00` #1 O HEIGHTWI WINDOYU MAX I I PARTING NEGHT® Sq � S UNIT srOp HEIGHT 4: l I: 4 , i �REINFORC T W0 SCREW k 4 8'6"O,C TYP: INSTALLATION IHEAD b SILL" ANCHORS(fYP) �Elll I ® ANCHORS TAPCON- INSTALLATION ANCHORS(TYP) rro�n�'MBuo�.k { REINFORCEMENT vu4aav <reo gra tura , ME ... A C I j 3S"MAX.WINDOW `t 00�.;'�tCEN@F�9G4 3 . 3 III'." WIDTH ff NO 407 2�SSG 38°MAX:,UNIT WIDTH Wi '�•:c(O R Oft"����� PARTING STOP ELEVATION AANCHOR LAYOUT EXTERIOR WEW EXTERIORUIEW u&uvM Ain tisDom 0411LOS M *WOODKOTIECTION (SEE INST. NOTE W60D BUCK ANCHORING 57WOOD BUC. ANCHORING G BY OTHERSq #B.'WOODSCREW BY OTHERS" n I lA SHT. 1.) BY OTHERS INSTALLATION ANCHORONE BY PT W000 BUCK o r 3 :ONE.BY PT WOOD BUCK,. 1 1/8' MIN. BY'OTHERS BY OTHERS' SEE NOTE 5::SHT, 1) EMBEDMENT WOOD FRAMING BY OTHERS CONCRETE BY OTHERS �8 WOOD SCREW 17 (SEE NOTE 4: SHT. 1) (SEE' SHT, 1}� I NOTE 5, (SEE NOTE 4, SHT.1) + INSTALLATION ANCHOR 20 SHEATHING q ee 11:%8" MIN. g L�1 ® ... + • BY OTHERS ENT EMBE.DM � A• Q EXTERIOR FINLSH ` ' '" i1j, BY OTHERS ®3/8' MIN. E)QERIOROFINISH 30/C" MIN. '5 , S$ �E E DIST. E DIST. S BY' THERS At AX PERIMETER CAULK 1/4" MI- PERIMETER.CAUL K BY OTHERS SHIM SPACE BY OTHERS SH M SPACE. e. 20 L 18r—eilkaAiYiON L2 WOOD SCREW $ -ITW ADV THRFM::TAPCON".INST ANCHOR' 20 1: ANCHOR 15 D (1-1/2'.MIN. EMBED.,.1-1/2- MIN. E�) (1-1/2" IN: EMBED.. z 2 ' i5C� 7/B MIN, ED.) 4 2: 4 13 ,s $ 8 ggn . Q MAX.- 14 EXTERIOR' 1 INTERIOR 5 14 --- i S. WINDOW 74_ S CTION B 3 EXTERIOR.SECTION D INTERIOR. HEIGHT WINDOW. 14 3 �® 7t+it'3 V-vg, 86 HOOK t3 5 a 12 4" 6, 12 2 INTERIOR � RoOwU:Anavlo.?.E 15 EXTERIOR Gf I p 15 EXTERIOR" o� to rwna,vg w,urN SHIM 4 SPACE 19 �_ 19 8 ��� jRMES 4�i��i� 1 18 ® ITION ANSCREW 1 /4" ITN AD1/4" MAX. N TALLA V THRFM TAPCON INST-ANCHOR SHIM SPACE 21 No 49782 0 20 (1-1/2" MIN. EMSM. 1-1/2""MIN. F.D.) O(t-1/2' MIN.'EIABED J - "STAT�E 17 8 MIN. EDGE O1S7 p Q #8 WOOD SCREW PERIM R CAULK INSTALLATION ANCHOR ,. . 3/8" MIN. pQ BY'OTHERS ,,E`s �.Rp;�••'p���• • - �: r. 4 '4 EDGE DIST..lkA 20 111 0 ®CONCRETE BY OTHERS + SHEATHING. ONE BY PT WOOD Q(SEE NOTE 4, SHT. 1) �' a �• •�, r" 20 BY OTHERS BUCK"BY OTHERS ONE.BY PT WOOD BUCK—/ ` • 4 4 (SEE NOTE,5. SHT. t) + WOOD FRAMING BY OTHERS nactmx rRevtiseo € BY OTHERS r1M00D PROTECTION (SEE lNST,'NQTE (SEE NOTE 4, SHL 1) 08 WOOD SCREW 17 :•may` •R6hflutl. (SEE NOTE 5, SHT. 1)® 11A. SHT. 1) BY OTHERS e 1 i/8` MIN. D BUCK ANC ORING ^ :1g p`tp MBEDMENT WOOD BUCK ANCHORING roan ocr 1 1/8' MIN' WOOD BUCK ANCHORING SECTION C BY OTHERS® QA EMBEDMENT SECTION A BY OTHERS® 1 �3/8" MIN. EDGE DIST. ®3/8' MIN. ® k INTERIOR 1/4" MAX. SHIM SPACE EDGE 01ST. 1 1/2' MIN. EMBEDMENT — CONCRETE o 3 3 22 5 4 6 7 10 16 1 201 1/2" MIN. EMBEDMENT 1/4" MAX. i" MIN, EMBEDMENT - MASONRY 7/8" MIN, SHIM SPACE •. CONCRETE OR MASONRY BY OGE DISTANCE OTHERS (SEE NOTE 4, SHT. 1) �, o INTERIOR 'WOOD PROTECTION ) 7/8" M114� o l 3 22 5 4 6 7 10 116 1 ti (SEE INST. NOTE 11A, SHT. 1 8Y OTHERS Q.� � � c1 _4•• W EDGE DISTANCE 1/4" 1TW ADV THRFM TAPCON E C I 181NSTAI INSTALLATION ANCMOR x o ° X12:WDDD SCREW 21 V MIN lNSTALLA ON ANCHOR ° EDGE DISTANCE WOOD.BUCK000 BUCK 1 T f 8:MIN, `ANCHORING _ ANCHORING J p EMBEDMENT BY OTHERS BY OTHERS EXTERIOR t8 yr040 SCREW t7 • 1 1/2" MIN. EDGE,DISTANCE - CONC. 20 2' MIN. EDGE DISTANCE — MASONRY jj.;w R. i4 13 2 Ig INSTALLATION ANCHOR :' g.s ° '1..1/8" MIN. � a .e '_ PERUA BY �U ERSSHEA71LtNG. • ' -,EWEDMENT . 1 y � BY OTHERS a g ONE BY PT WOOD BUCK : ° (MIN. 3/4") BY OTHERS WOOD FRAMING gg (SEE'NOTE 5, SHT. 1) BY OTHERS (SEE EXTERIOR _ NOTE 4 SHT, 1) l4 13 2 15 20 `*WOOD PROTECTION SECTION E EXTERIOR FINISH 6Y OTHERS (SEE I ERS T.NOTE 11A, SHT, 1) ° PERIMETER CAULK /� 7/8" O.A. GLASS CONSISTING OF;: EXTERIOR LAMINATED SY'OTHERS ONE 8Y PT WOOD BUCK BY OTHERS &'GLASS.W/ THE FOLLOWING MAKE UP:;1/L3"ANNEALED WINDOW WIDTH (MIN: 3/41 (SEE NOTE 5, SHT, 1) GL AZ/ 0.094 KURARAY.AMERICA,INC:BUTACITE INTERLAYER/ 1/8" ANNEALED GLASS.W iLWAIR SPACE Roe�rtJ.>�orosaP.E USING A DESICCANT MATRIX STEEL SPACER SYSTEM, SECTION E "'WOOD SCREWi7 r la•P:er�+oma 14 k AN INTERIOR 1/8" TEMPERED GLASS INSTALLATION ANCHOR 3NMES 13 �. EXTERIOR FINISH,BY OTHERS 22 ® Q.EAigO.Sy'tj r No 4976 1/ r 2 / l 3 1S 1/2 MIN. 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MW Mp n?a •w,o.w,a+Ge. row- t,asa.►exann3 ® .7 a IW4K,I13-o»-en .4 aAIMMos mule►ax . 13 WACT CLAIM UALANT ma Imp, $110019 Meg 16 s•M 1w est 14 : MAe 14MAM Nse?o?a•�ts wr c aCLAMarrt o swt .GEIJg..D,or q I ® ,• 21114r2 10 t1MI•G►wto m Two% um ( No 4878 0 12 ----- _1 1/ an wnoM Ne1mna ----- 1/4'ANVOW MvjOOwWall ti S$ 3suca 11.8 TRCK OPOW001 tINB) _--. STATE OF Io ----- • MAGMO Stop(•000 to x 1.1J1.) IT►uc 0000 0-o-»Ift s, '---- - 1 .000•a2.(MALV1110�1 s ----- nn ® 134�l(`s 0R1p1;a\a`. It ----- - 410A11►MVsax c."O a..u►.•n: A+AS�BNAI�N�►,► I ® SHIM is g+a 1,.o4►a1► - aAarOVA0g4nwuacn MW1lGK. vcau«c 4+ht-logo ► NOTE: DETAIL 1 1X PT WOOD BUCK PARTING STOP EXTERIOR PERIMETER ® dY OTHERS ' Ib TO BE SEALED TO 1X PT WOOD BUCK N Dow WITH SIKH 551 SILICONE M1Afvi1•DADE . IVI1AN117-DADS COUNTY,FLOR]DA... ............. 9 PRODUCT CONTROL SECTION DEPARTNIENT OF REGULATORY AND ECONONIIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD ARIDGODS ADIMNISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA �nv�v.mi�tnidnde.aovleconaii�y Lawson Indust ries,Ine, 8501 NAV 90 Street Medley,TL 33166 CAPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by NEanu 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 perfonn in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. ESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement--L.M.I. APPROVAL DOCUMENT: Drawing Na,LAW-ML-1001, titled"Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., beating the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's 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. TERAUNATION 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 Miarni--Dade County, Florida, and followed by the expiration date may be displayed,fit advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.07 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. MIAMI RADE COUNTY a\ =Noyei�nber No. 08 L�xpirT7 Approval 14 e 1 Lawson Industries,Inc. ....................... .. ........................................................................... ........ ....... ........ ........... .. NOTICE OF ACCE,PTANCE: EVIDENCE SUBIMITTED A. DRAWINGS 1. -Manufacturer's die drawings and sections. (Submitted tinder previous NOA's No.'s 02-0501.05 and 95-1212.09) 2. Drawing No. LAW—ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision"B"dated 08/01/14,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing,Inc., Test Report No.HETI-02 T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E.Dr•oz—Seda,P. E. (Submitted under previous NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering& Testing,Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz—Seda,P.E. (Sttbntitted under previous NOA No. 02-0501.05) 3. Test report on: 1) Large Missile Impact Test per FISC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of 120—inch span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02--1716, dated 8/27/02, signed and sealed by Rafael E.Droz—Seda,P.E. (Sttbmftted tntder pt•eviotrs NOA No. 02-0501.05) 4. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203--94 along with marked—up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02,signed and sealed by Rafael E.Droz—Seda, P. E. - (Submitted under previous NOA No. 02-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagrain 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 previous NOA No. 02-0501,05) 4�) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,2011 E--1 Lawson Industries,Inc. .. ._. ..... ..... ........... CE OF ACCEPTANCE: EVIDENCE SUBMITTE,D. B. TESTS (CONTINUED) 6. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTI-1376, dated 01/31/96,signed and sealed by Gilbert Diamond,P.E. (Submitted ander previous NOA No. 95-12I2.09) 7. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90 inch span mullion and a 45=inch high fixed window on top,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. TTL-1383,dated 02/13/96, signed and sealed by Gilbert Diamond,P.E. (Submitted underpreviousNOfl No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with IBC-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 underpre4ous NOA No. 12-0127.07) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5"'Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State, 3. Statement letter of conformance to and complying with F13C-2010, issued by manufactnicr, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.07) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.07) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.08 llspiration Date: May 30,2017 Approval.Date: November 06,2014 E-2 Lawson Industries,Inc. • -NOTICE OF ACCEPTANCE: ._...._EVIDENCEt SUBMITTED......... . F. STATEMENTS (coir jNuED) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the FIorida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06--0620.18, dated 05/20/10,signed and sealed by Thomas.J. Sotos,P:E. (Submitted under previous NOS,No.10-0610.02) _ 6. Laboratory compliance letter for. Test Reports No.'s HETI-02-1714, HETI-02-1716, HETI02-1717, BET142-1718, dated 8/27/02 and HETI 02-T071, dated 09/16/02, all issued by hurricane Engineering 8e Testing,Inc., signed and sealed by Rafael E.Droz--Seda,P. E. - (Submitted under previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL---1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond,P.E. (Submitted rn der previous NOA No. 02---0501.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement -L.M.I.", approved on 03/29/12 and expiring on 05/30/17. • �.fir. /�~. Jaime D.Gascon,P.E. Product Control Section Supervisor. NOA No.14--0908.08 E,xpiratioa Date: May 30,2017 Approval Date: November 46,2014 E-3 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT P CLIP ANCHOR/CLIP ANCHOR AND CAN BE USED WITH ALL LAWSON'S MIAMI—OAOE GLAZING / COUI•!1Y APPROVED IMPACT AND NON—IMPACT PRODUCTS. o HORIZONTAL MULLION o q PRODUCT RECTANGULAR ALUMINUM TURE MULLION y ANCHOR/CLIP HORIZONTAL MULLION GLAZING USING MULLION PROPERTIES ONLY ' S 3 PRODUCT a m + N GENERAL NOTES; o q a g a 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE g �M.r h �- REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDING i it +'N HIGH VELOCITY HURRICANE ZONE (HVHZ). o MEULLLION VERTICAL II _ z a Z 2. ALL GLAZING PRODUCTS USED WITH THESE MU NS OMUST MEET THE MULLION 3 APPLICABLE FLORIDA BLDG.CODE REQUIREMENTS LE:WINO LOAD,WATER w x a 3 INFILTRATION,FORCED ENTRY RESISTANCE. SAFEGUARDS ETC, z II 3. MULLIONS ARE APPROVED FOR IMPACT AND NDN-IMPACT APPLICATIONS, A GLAZING GLAZING GLAZING h GLAZING r INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. Z. PRODUCT : PRODUCT PRODUCT �O o w (A PRODUCT: 4.1'IOOD BUCKS BY OTHERS.MUSE BE ANCHORED PROPERLY 10 TRANSFER LOADS TO THE STRUCIURE. F d5.ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. yy ANCHOR/CLI 3 6. ANCHORING OR LOADING CONDITIONS NOF SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. WI W2 W3 B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREIYS, H q THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET MULLION SPAN MULLION SPAN THE REQUIREMENTS OF THE 2014 FLORIDA BLDG.CODE—SECTION 2003.8.4. f, WI + W2 + W3 ] WIDTH (W) = Cl 2 MULLION & IP NOTES: a 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET z 2 OF 10 FOR DETAILS AND NOTES. ANCHOR 4P ANCHOR/CLIP " REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS o - HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL RE114FORCEMENT REFER TO SHEET g _ h OF 10 FOR DETAILS AND NOTES. 12 " 4 REFER TO SHEET S OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS . `^GLAZING 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS o PRODUCT 3 VERTICAL y� r � � MULLION 6. 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. o + r REFER TO SHEET .10 OF 10 FOR MAX, ANCHOR DESIC14 PRESSURE CHARTS r r } e o Q1 P GLAZING GLAZING � PRODUCT PRODUCT s 3uai GLAZING GLAZING it z z PRODUCT i PRODUCTVETICA < 6 ANCHOR/CLIP, MULLIONL N x ANCHOR/CLIP o W1 W2 W MULLION SPAN ' PItODUCF RRVISDD Wiz$;;':%l :, _ •.• + WI + W2 n9mmplylnBwflH11u14atida 1_ W1 + W2 _ WIDTH (w) = WIDTH (W) = DumlhipCade 2 2 AC�cI1;1111N NU TYPICAL MULLION ARRANGEMENTS ,tia;alj:.d�Ihnducl Cbnlrol •" Fa Q -S a7D .1 25 _ —'=__= 46 ASE,TYP.- A62pkrj 25 Iq 3mou I.S _1 m .0 5a- 7 OM o —1.405 44M UI 09 se anca FRAME TYPICAL. 2.00 2.06a zo 0 ViVID01v FME 4400- L LE A J7 OW1 .1112 one SSG AT0 -I .196 Z NOTCH L. 0 ormom& I X4 1 X 3 3 1 x 2 1 X 2 CUSTOM MULLS cuumf MULLIO CusTum MULLIO CUSTOM MULLtom CUSTOM Mutmo 6063-T6 6063-Tci 60153-I's 6063-T6 6063-T6 Ixx:'2.070 lr� 1w 1.000 Int I.,r 0.950 Int Ixx: 0.370 In Ixx: 0.330 111! W a Sxx: 1.035 Ini Sxx: 0.667 int Sxx, 0.633 Sxx. 0.370 ins Sxx: 0.330 iri cj (FLANGE FRAME) (FIN FFAME) (FIANCE FTIAME) _(fkV;GE FRAME) Lb ul H ts ""' I '(Fill FRAME),,, STANDARD TUBULAR SHAPES 2. il'uldh r(P.WALL-.125'ALL to a'. Leal We ALLOY-5053-T6 ti G.Yplm'oa-4 l0 --v 4 _r4 �Eo_f -TYPICAL M GLAZING PRODUCT121 t 2.000 A95- rXIS "DO ii 6.000 x.000 2400F F. TUBE 2 X 5 STO, TUB MULLIO 3400--Il 4.ovo-:4 I X MULLION CLI LLf E IS I X 4 1 x 3 V a MULLIONS CONTAININGE MUIA, TU STD, TUQION A 6063-TO a TYPICAL GLAZING PRODUCIS 6063-T6 6003-To NOTC11 Ixx: 2.070'1 Jxx: 0.950 in! Ixx: 0.330 in! O 10:NAL HORIZONTAL OR VERnM X: Sxx: 0.633 in. Mat 0.330 0 SEE WINDOW OR DOOR APPROVAL FOR E033-76 -76 rd FASIEIIERS SIZES PJID SPACING lxx:-B.260 Int Ixx: 2.984 in{ .760 ins x; 1,490 ina Sxx: 2 NN� CLIP LENGTH USING MULLIPH ER0f_E8I1EqQ= MULL INSTRUCTIONS USE OWFIS4140 OPAP115 AS FOLLOVIS. ESE MkXLIONS ARE RATED FOR LARGE MISSILE IMPACT TI I x 2 1.688' NO CAN BE USED WITH ALL LAWSON'S MIAMI-DAOE 'u I x 3 2.688, STEP I DZIEnLetic licsiciti LOAD REQUIRED FOR PARTICULAR OFIEHING, COUNTY APPROVED IMPACT AND M014-IMPACT PRODUCTS. MULL I X I X STEP USE APPROVED CLAZIIIO PRODOLIS MEETING AD F M IMT.C" I x 4 3.688' REGUIREUWTS- 2 X OPTIONAL STEP USE NNECTIOM TO UULUDII AS PER PRODUCT 2 X 4 3.688, co APpIIOVAL_ -.125 MIN. STEP spEctry malmurt stim spmur. i. REFER TO THE GENERAL NOTES ON SHEET 13 2 x 6, 5bQB1 2nQa F I OF 10 FOR BUILDING CODE COMPLIANCE. MST. USING CIMIS oil SHOES 2 OF to SELECT UULLIGN SIZE 1. A11.CUPS AND ANGLES ARE TO FIT STEP S Valli ocsIGH mmia MORE THAN ESMrN I=SPEC71ED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR SNUG INTO TUBE MULLIONS. IN SCEP I ABOVE, HORIZONTALLY. All W2 2.WHERE ANGLES ARE NOT FIT SNUG UEP USING ANCHOR TYPES Ott SHEET a 1HRU 9 KID ANCHOR CIMRTS 3. REFER L R TO SHEET I OF 10 FOR TYPICAL MULLION 0003-T6 INTO TUBE MULLIONS, SEE OPTIONAL 014 SHEET 9,SELECT RICHOR TYPE YMFI OESIGN RAIMU ANCHOR DETAIL AT SHEET 9 OF 10. UORC rW4 THE DMS OIL LOADS SPECIFIED III STEP 1 AISNE, ARRANGEMENTS OR STACK CONFIGURATIONS. Lj �n�rs II, 03 TUBE MULLIONS TUSEMULLIONS TUBEMULLIONS w Width MULLSPAN 1X2 1X3 1X4 2X4 2X6 Wldth'w MULLSPAN 1X2 1X3 1X4 I 2X4 2X6 'Width(w) MULLSPAN 1X2 1X3 1X4 2X4 2X6 1D 150.0 150.0 150.0 150.0 i6U,0 8 28.3 01.5 150.0. 150.0 150.0 18 - 19.3 42.1 60.5 150.0 e 24 160.0 150.0 150.0 150.0 150.0 24 21.2 61.1 .133.2 150.0 150.0 24 31.5 45.4 126.2 0 o q 30 123.0 15D.0 150.0 150,0 150.0 30 17.0 48.0 106.5 150.0 150.0 30 25.2 35.3 100.9 '2 y 36 102.5 160.0 150.0 160.0 150.0 36 40.7 08.8 127.8 150.0 36 21.0 30.3 84.1 42 87.0 150.0 150.0 150.0 150.0 42 34.9 76.1 109.5 150.0 42 18.0 25.9 72.1 oa U P o 48 38.3/8" 76.9 150.0 150.0 150.0 150.0 40 74414" 30.6 66.8 95.8 150.0 48 120" - 15.B 22.7 63.1 02 Z n 54 68.3 137.6 160.0 150.0 150.0 64 27.2 59.2 85.2 150.0 20.2 68.1 y 60 61.5 123.9 160.0 15D.0 150.0 60 24.4 63.3 76.7 144.2 60 10.2 50.5 E" Z Tn 66 65.9 112.6 150.0 1511.0 150 0 66 22.2 4B.4 69.7 131.1 �72 118.5 45.9 0 0 72 51.3 103.2 150.0 150.0 150.0 72 20A 44A 63.9 1202 - 16.1 42.1 � q T.78 47.3 95.3 150.0 150.0 150,0 70 18.8 41.0 59.0 110.9 30.8 m a O o 10 89.3 150.0 150.0 1540 150.0 10 56.3 122.8 150.0 150.0 I 10 31.6 45.5 120A 24 67.0 150.0 150.0 150.0 150.0 24 42.2 92.0 132.4 150,0 24 23.7 34.1 94.8 try N 30 53.8 142.3 150,0 180.0 150.0 30 - 33.8 73.6 105.9 150.0 30 19,0 27.3 75.0 i4 {w� 36 44,6 118.3 150.0 150.0 150.0 36 28.1 81.3 88.3 _.150.0 3G 15.8 22.7 632 ] 42 38.3 101.7 160.0 150.0 150.0 42 24.1 52.6 75.7 150.0 42 19.5 54.2 E" rn 40 6018" 33.5 89.0 145.4 150.0 150.0 40 84" 21.1 46.0 68.2 140.0 48 132" 7.1 47.4 U a 54 29.8 79.1 129.2 150.0 150,0 64 - 18.8 40.9 58,8 125.2 54 - 15.2 42.1 rn 60 28.8 71.2 116.3 150.0 150.0 811 16.9 36.8 53.6 112.7 _ 60 37.9 ®H a o fi6 24.4 64.7 105.7 150.0 150.0 66 15.3 33.4 48.1 1024 66 34.6 a 72 22.3 59.3 98.9 139.5 150.0 72 - 30.7 44.1 93.9 72 31.8 (n c ¢ 70 20.8 54.7 89.5 128.0 160.0 78 28.3 40.7 06.7 70 - - 29.2 m 1B 62.6 150.0 150.0 150.0 150.0 18 37.7 82.1 118,3 150.0 iB - 24,3 35.0 07.4 24 46.9 135.1 1150.0 150.0 1511.0 24 28.3 _ 81.8 BB.7 150.0 24 .16.3 26.3 73.0 H v E 30 37.5 108,1 150.0 150.0 150.0 30 22.6 40.3 71.0 150.0 30 - 21.0 58.4 N w 36 31.3 90.1 150.9 1540 160.0 36 16,8 41.1 89.1 143.8 36 17.5 48.7 o 42 26.8 77.2 131.1 150.0 150.0 42 16.2 35.2 50.7 123.2 42 - - 15.0 41.7 48 57 23,5 87.5 150.0 150.0 48 .96" 30.8 .3 1D7.8 40 144" 38.5 54 20.9 60.0 1D1 146.8 150.0 `� 27.4 39.4 95.8 64 - - 32.5 ' S �-- 60 18,8 54.0 7 1321 160.11 60 24.8 35.5 88.3 60 29.2 66 17.1 49.1 83.4 120.1 150.0 66 22.4 32.3 78.4 66 28.8 ! o 72 15.8 d5.0 76.6 110.1 160.0 72 20.5 29.6 71.0 72 24.3 70 41.6 70.G 150.0 78 19.0 27.3 68.3 18 46.3 133.4 150.0 15D.0 150.0 18 20.5 57.7 B3.1 150.0 18 31-0 88.1 �4 24 34.8 100.0 150.0 160.0 150.0 24 19.0 43.3 62.3 150.0 24 23.3 Ii4.8 s r a h 30• 27.8 60.0 150.0 150.0 150.0 30 15.9 34.6 49.8 136.3 30 18.6 51.7 36 23.2 66.7 1252 150.0 150.0 36 - 28.B 41.5 113.6 35 15.5 43.1 r q 42 19.9 57.2 107.3 150.0 150.0 42 24.7 35.8 97.4 42 36.9 d v 40 63"; 17.4 50.0 93.9 135.1 150,0 48 109" 21.6 31.1 85.2 48 160" _ _ 32.3 0 64 15.4 44.5 4 120.1 150,0 64 19.2 27.7 75.7 I 54 28,7 z 60 40,0 5.1 1118.1 150.0 fi0 17.3 24.9 68.1 60 25.8 z m 66 38.4 68,3 98.3 150.0 66 15.7 22.7 62.0 66 23,5 A I 72 33,3 62.6 90.1 150.0 72 LJ1 72 21.6 70 .8 57.B 83.2 150.57-- 70 19.2 52.4 70 19.9 a a HORIZONTAL MULLION c%'c`uzlNc TYPICAL MULLION ARRANGEMENT - vERTICALice^ PRODUCT 3 MULLION i: TO DE INSCRIDED is •';o i _.... _..- INSIDE RECTANGUTAR SNIPE �`��.';,• ^. i C� z4l O2 NO7 mn GLAZING GLAZING •7¢ PRODUCTIL6vi58D ^��+ PRODUCT' PRODUCT ,CL MULLIONS RATED fN THESE CHARTS MAY OE ORIENTED m '= 5Ui N w moplyhIliwillldm Ploswil p�j VERTICALLY OR HORIZONTALLY. OuOdhpC"dc a _ GLAZING GLAZING ( ) E.Acttpingca No���ll((( (INTERPOLATION BETWEEN WIpWIDTHSALLOWED PRODUCT PRODUCT DImth ` � 011--- p°ar•>>> [a Wl W2 =WIDTH = W1 + W2 hliom�7Ddc{'induct CtiTolfD, ,"j:u;,,;I:IIIL>> F MULLION SPAN 2 c q 1.690 L .125 1400- .062 Ll SGB 3I2 L033 ISOD rn .196 TIP. �� �__ .I25 .O6 l r d25 SBB O .. z a300 � � I 'e° 1.•116 _ �^ � 4.000 .Os •IA00 3.060 3.600 3.062 STD •In303.625 3.000 ju 1 m G Y TYPICAL 3 F-- 1.900 W9toGW FItMAE � '� 0412 O O 2X MULLION CLIP N66D q 606]-TO ,IDB}-I 102 .156rII 102 �. � m 3 2 X 6 F^1n62� 1•�1n62� 1 X 3 l.IB9 � G � 1 •L' oPfNior7u�i ,L, 6.000 STD. TUBE T X 1 X 4 STD. TU6E MU1.1.10N I X 3 MULLION STD, TUBE MULLION 1 X .3 6063-73 _ CUSTOM MU ti GUSTO3s]�TcI LION - 0603-70 CUSTOM M ION 0-063-76 14M a S ` xx: 2.6 P � 1%%: 2.1&8 in � Ixx:4,709 in'. Izx: 4.709 ink Ix%: 2.166 in. 3 Ixx: 2.218 !n, c Sxx.-.2.355 in Sxx: 2.355 ink Sxx: 1.445 In. Sxx: 1.445 In. Sxx: 1.479 in? 0 • 2.600----�I a (FIANCE FRAME) (FLANGE FRAME) (FIN FRAME) STANDARD TUBULAR SHAPES @ ,j TYP.WAIL u.IYn'ALL 20W-'I ty iJ ALLOY v 6063-Tfi LSea I r,p,�f O 00 Ij x/11 ft ,750 I TYPICAL GLAZING PRODUCT M MIA PADa- 2n06 .125 2.250 ° 1.625 N �`' •1{ 'j 6.600 NIt2 s,u.s. H 3 012'O.C. 4400 .125 4566 IX MU LION CLIP 3.000 4.668 .N �UF = 1.625 { 600]-76 L au'I MULLIONS CONTAINING ✓'L' L'A NDTTYPICAL GLAZING PRODUCTS c�l�•+ '.1L CII 9P1101+AL HORIZONTAL OR VERTICAL PuoD9crn6wseo r m nnuplylOg cNUN UIO PIar1Un o SEE WINDOW DR DOOR APARf]Vhl FOR 2 X 6 2 X 4 D6namOc�u° FASTENERS SIZES AND SPACINGAcccplmae An c v a STD. TUBE MULLION STD. TUBE M I 110 L' tNalOnU I _' ��• 6033-To 00W-TO 1=19.648 In! Ixx: 7.649 in! Mh nd°Pro3uctglnl1o� k x Q - L,� FIXCLIP LENGTHSxx: 6.549 in. Sxx: 3.825 in. RECTANGULAR ALUMINUM TUBE MU 10 JNINSTRUCTIONS:"L" USIIJC lAULLION PROPERTIES ONLYUSE CFWITS AHD GNUPIISAS FDLL0W5. 1.688' STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING, THESE MULLIONS ARERATED FOR LARGE MISSILE IMPACT ::,'.�c_ ,. :, •2,688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DAOE STEP 2 USE APPROVED GLAZING PRODUC75 REERNG AODYE 1BA0 COUNTY APPROVED IMPACT ANO NON-IMPACT PRODUCTS.NtlTCH 3.688REOWRELIENNS.DPnONAL 3,688' STEP 'J USE CONNECRDIL To MULLION AS PER PRODUCT NOTFS: � `�3, �� ..•L G OVAL .125 MIH. •`�'b_.` :dl 2 X 6 5.668' STEP 45PECIFY 41AXIMUM SHIM SPACING. I. REFER TO THE GENERAL NOTES ON SHEET 2663 USING cKAms ON SHEET 5 OF 10 SELECT MULLNOH SIZE I OF 10 FOR BUILDING CODE COMPLIANCE, a ;a 1. ALL CUPS AND ANGLES ARE TO FITSTEP 5 wnH DESIGN trANItO MORE 71w1 DESIGN LOAD SPEGIFlEO 2, MULLIONS MAY BE ORIENTED VERTICALLY OR SNUG INTO TUBE MULLIONS. III STEP 1 ABOVE. a ANGLE CLIP 2, WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 71NU 9 AND ANCHOR CIIAnTS HORIZONTALLY. INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9,SELECT ANCHOR TYPE V41711 DESIGN RATING 3, R 6003-76 EFER TO SHEET 1 OF 1 O FOR TYPICAL MULLION w .• s --2n°°--� ANCHOR DETAIL AT SHEET 9 OF 10, ItoRE THAN THE DESIGNlwDs SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. A STEEL REINFORCED TUBE MULLIONS STEEL REINFORCEOTUDE MULLIONS STEEL REINFORCED TUBE MULLIONS Width w. MULLSPAN 1X3 i X 4 2X4 2 X 6 Width(w) MULLSPAN 1X3 4X4 2X4 2X6 Width(W) MULLSPAN 1X3 1X4 2X4 2X6 y �A 10 150.0 160.0 150.0 150.0 19 150.6 150.6 150.0 150.0 10 44.0 95.7 150,0 150.0 c x § 24 160.0 150.0 160.0 36 150.0 150.0 15tl.tl 150.0 36 93.0 150.6 1500 150.0 34 28 4 57.4 93 2 150 0co ra _ - --- 50.0 1O 36 0 71.8 150 0 150.0 150.0 150.0 36 1 3.0- 150,0 150.0 150.0, 36 22.0 47.8 77.7 160.0 g 42 150.0 1500 150.0 150.0 42 79.7 150.0 150.0 1500 42 18.9 41.0 66.5 160,0 48 30.318" 150.0 150.0 150,0 150.0 40 74.114" 69.7 150.0 150.0 150.0 48 120" 16,5 35.9 58.3 140.7 o a.. q n 54 150.0 150.0 150.0 1600 54 62.0 134.8 150.0 150,0 54 31.4 61.8 133.1 Q M 60 1500 160.0 150.0 150.0 60 55.8 121.2 150.0 150.0 60 28.7 46.6 119.8 i U2 H 66 150.8 1500 i60.0 150,0 66 50.7 '110.1 156.0 150.0 66 26.1 42.4 408,9 = c 72 150.6 150.0 150.0 150.6 72 46.5 101,0 150.0 i50.0 72 23.9 38.9 99.0 w x v Q a ?D 150.0 160.0 150.0 150.0 8 42.6 03 2 150.0 150.0 7B 22.1 35.9 92.1 10 150,0 150.0 150,0 150.0 718 128.4 150.0 150.0 _150.0 113 33.1 71.9 116.6 1500 `•d 24 150.0 150.0 16D.0 150.0 24 06.3 16010 160.0 150,0 24 24,8 53.9 87.0 1,60.0 r4 36 160.0 150.0 150.0 156.0 30 77.1 150.6 150,0 154.0 30 19.9 43.1 70.2 150.6 5 as 42 160.0 160.0 1500 160.0 42 55 0_ 136.6 160.0 160,0 36 16.5 35.6 58A 150.0 y� 36 150,0 160.0 160.0 _150.0 36 64.2 116.5 150.0 150.0 42 30.8 50.6 128.5 b8 60.518" 150.0 160.0 150.0 150.0 49 04" 4B,2 104,6 160.0 160,0 48 132" 27.0 43.13 112.5 64 150.0 160.0 150.0 150.8 54 42.8 93.0 150.0 150.0 54 24.0 35.9 100.0 136 150.0 150.0 150.0 150.0 89 36.6 83,7 135.9 150.0 60 21.6 36.0 90.0 ~ a 66 147.7 160.0 150,0 160.0 86 35.0 76.1 123.8 150.0 66 '19.6 31.0 871.0 ��dd 72 135.3- 150.0 156.1) 150.0 72 32.1 69.7 113.3 150.0 72 180 29.2 75.0 >at 78 124.9 160.0 150.6 150.0 70 29.8 64.4 104.6 150,0 713 16.6 26,9 69,2 10 150,0 160.0 1500 i50.0 10 86.0 150.0 150.0 150,6 18 25.5 55.4 89.9 150.0 p� a 24 150.0 150.0 160,0 160.0 24 64.6 1.00.1 150.0 150.0 24 19,1 41.5 87.5 150.0 30 150.0 160.0 150.0 150.0 •30 51.0 112.1 150.0 150.0 30 15.3 33.2 54.0 '138.6 36 160.0 150.0 150.0 150.0 36 43.0 93A 150.0 150.0 36 27.7 45.0 115.5 � 42 150.0 150.0 150.11 150.0 42 38.9 60.1 130.1 150.0 A2 23.7 38.5 99.0 IA 48 67{' 150.0 150.0 150.6 150.0 43 96" 32.3 70,1 113.6 150.0 40 144" 20.0 33.7 86.8 54 137.0 150.0 150.0 150.0 54 28.7 62.3 101.2 150.0 54 10,5 30.0 77.0 80 123.3 154.0 150.0 150.0 61) 25.8 50.1 971.1 150.6 60 16,6 27.0 09.3 66 fiG4.8 150.0 150.0 150.0 Be 23.6 51.0 62.0 150.0 66 15.1 24.6 63.0 a _ 72 160.0 150.0 150.0 T2 21.5 48.7 75.9 1500 72 22.5 57.8. T 78 1 0,0 15D.0 150.0 76 19.9 43.1 .6 150.0 78 20.8 3.3 16 150.0 150.0 150.0 18 60.4 131.2 150.0 150.0 18 22.8 49.0 79.0 150.024 150.0 150.0 150.0 24 45.3 98,4 160.0 150.0 24 10.E 35.7 50.7 150.030 150.0 150.0 150,0 30 30.3 7B.7 127.9 150.0 30 20.4 47.7122.6 36 150.0 150.0 150.0 36 30.2 66.6 106.5 150.0 36 24.5 39.8 102.2 r 42 130.5 160.0 150.0 160.0 42 •25.9 58.2 91.4 150.6 b2 21.0 34,1 87,8 $ 40 63':' 114,2 150.0 150.0 150.4 4D 1013" 22.7 49.2 70.9 160.0 48 150" 18,4 29.8 70.6 54 101.5 150.0 150.6 160.0 64 20.1 43.7 71.1 1500 54 16.3 28.5 88.1 ° z 60 91.3 150.0 150.0 150.0 60 10.1 39,4 64.0 150.0 60 23.9 61.3 ? a 66 83.0 150.0 15D.0 150.6 fib 15.5 35.9 58.1 147.0 66 21.7 55.7 k c 72 78.1 142.4 150.0 150,0 T2 15.1 32.8 53.3 134,0 72 10,8 51.1 g 78 70.2 131.4 150.0 150.0 78 30.3 49.2 124.4 70 113•.0 47.2 noauo+Iru uinuDHt..Iullrrru- 'cutzwG 'TYPICAL MULLMN ARRANGEMENT PRODUCt 3 •-• s �' ARCHES 10 DE DLSCRIDEO N ' _.,�•• u' IrtSIDE RECTAIIGULAR SHAPE ;1 Q GLAZING GLAZwG NOTE• PRODUCT REVISED PR00UCT PRODUCT 3v0i MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED romnydyf°gwithillaPlwtda _ _ VERTICALLY OR hIOR1Z0NfALLY. Build nCtepimCO ���•�� � ' ctnztltc S uizlttG (INTERPOLATION BETWEEN WIDTHS ALLOWED PRODUCT PRODUCT L F °1t WIDTH (W) = VVI t W2 NinmlUndcl'i°JlalCnuuul E d w1 VV2 iSULLiON SPAM 2 Fa I . WN. EDGE DIST. V }" MIN. 1_ 5/16'7APCONS 5/16'TAPCONS 12-3/16" CONCRETE OR P / 1f2'17114.MOD PENE'TRATIM? t-1/2'MIN.WOOD PENEIRARO}i � w EDGE DIST. 2 PER CUP(1 ON EACH WING} I PER ANGLE 4 JOLLOW UL Cl 5/16"TAPCONS 5/I6'TAPCONS a N 1-3/4'NIH,EUara ORD UM014RY 1-3/4'LAN.EI.NDED INTO LAASO1NttY 3/ 4 PER CLIP(2 011 N YANG) 2 PER ANGLE G Q ^2i r 3,4v y I tl i IC � ty t 1 l..J j j 2 X 2 X 1 6. 2 7/1G" � } i { ib a o / IX FLOA1010 CLIP f 1 ALULI NiG1.E xy iAIN. 2 1 aY IL-'+� 1 I 2x2x I6' WOOD 2UCK { u ------"'•----- WOOD BUCK i• `i 1X TLOARtiG CtN 7 t ALUM ftiClE i T N t i E «� 3/4" MIN, 5/16'TAPCONS * ANCHORS TYPE 'O' (INTO BLOCK) U EDGE DIST. 1-1/2'Hui.WOOD PEAVRAR6N 1 PER amt ANCHORS TYPE 'G' (INTO CONCRETE 1; # ANCHORS THRU 1X BUCK °f ALL CLIPS CLES TO FIT SNUG INTO CONCRETE OR BLOCK INTO TUBE MULLIONS--- I'x4" & 2"x4" MULL TAPCONS MAY BE HEX OR D. 1 W ray MIN. EDGE DIST. H 4 a 2-3/16"4HO CONCRETE OR °r 4' NOLl04! BLOCK 5/16'TAPCONS 5/16-TMCOt{5 *[E j j j t 1-3/4'WN.EUOED RRD MASONRY 1-3/4'MIN.EMBED ftif0 MASONRY Q 1 1 2 m' { 1 1 PER CLIP(1 0I7 EACH PARC) 1 PER NICIE x x 2 x 16• WDDO BUCK I i ALUM ANAM k. i 1 ALL CUPS AND ANGLES TO FIT SNUG •• •-"7� I �, � "1� 1 �'• 444 AIIEtuNAIE INTO TUBE MULLIONS. ,�^+• 1 i~� a ANCHOR LOCAROti TAPCONS MAY BE HEX OR FLAT HEAD. ANCHORS TYPE•TA' 2 ANCHORS INTO WOOD 1 4 L_! 1 C ���� --------- WOOD Bun( r � IX iLOAR170 CUP, { { ALUN2ANGLE6• � 5fla'TMCAHS $/I6'TAPCO145 1 I/ MIN, 1-Tj2'llRi.WOOD PENETRATION f-1/2"i6N.WOOD PENEIRARON E GE DI 4 PED CUP(2 011 EACH WINO) 2 PER AN 1 f u z « ANCHORS TYPE 'C' INTO BLOCK) i f` ANCHORS TYPE 'E' (INTO CONCRETE) r 2 ANCHORS THRU IX SUC14 �yTyttrr:TilfJ7 1 INTO CONCRETE OR BLOCK _ ?x Ei '�r. T S/4" MI 2 x 2 X t/6' i 1 4!4w, „- fLOARNG CUP 1 1 ALULt ANCLE 2 9Y 1 1 L� = i PitolluL'T}tEVISBD "1 _ 1 i VAIM UUCK I 1 t i w t vRa viDltlrPl6rlJu//"'�� f� /� y1¢pr w` h { I { { j �'_- -� UD146111 Cod: �, Ju t { i I Acceptrolca No ANCHORS TYPE '8' AUEfl11ATE t. — „ 4 ANCHORS INTO W066 AtCIIDR LOCAUDII 11a1Ol Oa4c PNaducl Conlml ¢ A MIN. EDGE DiST. 5116'TAPCONS MIN. EDGE RETE / 2 3/16" CONCRETE OR 2-3/16" CONCRETE OR 1-3/+'IAN.EueEa uno LusoNRT 4" JOLLOW BLOCK 5/10-TAPCO14S 6/16-TAPL'ONS jE 4' HOLkDW BLO K 2 PER CUP ABN EACH WtNG) 5tato TAPCOUG / ! d N i 1 f 4 1-�/4`tOH.EunCD 116 IAMBUS I-3/4•UUt.Eul:Ea INTO IMSONRf 1-3/4•WN.EMBED IHTO L145O1JnY loo MIN. l PER AN= 3/4' 4 PEIS CUP(2 ON EACH VITRO) 2 PER ANGLE ,y 4 < •� �' 'i• .1.t� ', «T. 1 :I. :l 1r.Ply '{ rA�. 'I ~r. 1, rni�aA tai h In .,� I, tp t, Y•.t a,�'. yO QQ X 1 1 COt{CRETE OR 1 1 I I Col4CRE14 OR CONCHL CEUENt BLOCK = i e X 2 X 1/8'J\ mi E an CTSSTSti BLOCK i t 2 S 2 X tla• ------- OLOCK 1 I ALUM ANGLE , I ! I AUlll NIc ❑ LS 1 '` 1 _ BOATING CLIP N 1 -2 7/16 1 FLOAtUIC CUP j {, a s i MIN. ! , t i 5 0 MIN.)„ UULL 3.. M AN TYPE '0' (INTO BLOCK} ���^y ANCHORS TYPE 'C'PINTO BLOCK} �1 W i ANCHORS TYPE 'F' (INTO CONCRETE} ANCHORS TYPE 'G' (INTO CONCRETE} 4 ANCHORS INTO CONCRETE OR GEMENT BLOCK H t; s> 2 ANCHORS INTO CONCRETE OR CEMENT BLOCKo 1"x4" b. 2"x4' MULL I t WILLnn { I ANCHOR LOGaONH uuu 1 ! I L i { I { 1 1 FLOA1410 CUP - -------- ._ _- CORCBCTE on r-; CEl1ElR BLOCK o g 14 BE. L INi0 MASON" a 2 PER CUP "t (i Ott EACft WING) 6jln'TAPCONS (([ t2 51 1-3/4'U(N.CUBEB lHfO LU5nNRT • { < F t t /^2 PER 45 NIGUE 4 PER CUP(2 ON EACH WANG)) i t I r i i i i t i rAILLIPS ANDANGLES TO FIT SNUQTUHE1AULUONS.NS MAY HE HEX OR FSAT HEAD. . RSsvtscD ? ,'t' -.'� •a l . PROD{IL? , �••..•' ''+ _ wcomplyfa6wllhamFl6cLla �pp'{p;,.'�y� ;%� ttORdinBCuda o �� alti•)a.^• `•`. ' .;•,',• + v z I •{ CLIPS OR ANGLES CONNECTED DIRECT Y TO MASONRY TO BE PROTECTED gcpc{{pA¢6Rn�.�,_"✓J ! i WITH ALKALI-RESISTANT COATINGS,Is AS BITUMINOUS PASNT OR LpmilB Udc �2C}� WATER-WHRE METHACRYLATE tACQUER. C_ / �' Loy 5/10`TAPCOtIS 1l;14 Mt1.EUBEa tNEaml?itt16 PlG3uct C00It6 G INTO UAS071I?Y-t PER ANCLE MIN. EDGE DIST, MIN, EDGE 01ST, 2-3/16" CONCRETE OR 2-3/18" CONCRETE OR 4` HOLLOW_ULO 3^3/4" 5/IG'TM IN,E 4" HOLLOW HLO K 3^3/4" 5/16-4•APICIDiEMAED INTO W90NRY O MIN. 1«3!+`uw.EMBED INta 1asO1rRY {I� 4 PER CUP(2 ON Pacts Swan) d PER CUP(2 ON MIS YANG) 't'''t, .-t .s�• M Z t'a'i (� '•t x W 1 CLIP 1XINGTH 1 o o MULL "L" m vs y 2 X 4 3,688'' g o z .r 2 X 6 5.689' in a � z BY 2xG MULL 5/16"TAPCLIIIS "i.,l WOOD B11CK ytiy HULL `� W L 1-3/4'JAIN.EMBED MISS MASONRY \ Bjts'7APCONS cl 1 4 PER CUP(2 ON EACH WING)' `- — 1-3/4'MILL ELIDED IIITO Mi15tl11KY i 1 1 3/4- - 4 PER CLIP(2 011 EACtt YANG) 5 p p d j 1 .3 E�-p F j MIN. ---------------......_..___—___ /h, � � E-• U �5 3/4» -J .A H 2x6 uuu CLIP LLNG`TEI =G MULL 7x6 MULL °-- •1 c-= __�______ MULL „L„ ` a `v w 2 X 4 3,688' G=^--------- J,* li 1e 3-3f4» MIN. ALL CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE 'E' (INTO BLOCKS 5 11/16" tOY INTO TUBE MULLIONS. ANCHORS TYPE a H' (INTO CONCRETE) w6OD BucK ANCHORS TYPE 'E' (,INTO BLOCK TAPCONS MAY BE HEX OR FIAT HEAD. « s ;y 4 ANCHORS THRU IX BUCK u o NCHORS TYPE HINTO ONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE BLOCK �1 ' ' SH 2"XO'MULL SHOWN A WATER ANCHORS INTO CONCRETE or BLOCK WITH ALKALI-RESISTANT COATINGS, SUCH AS'.131TUMINOUS PAINT OR s -WHITE METHACRYLATE LACQUER, 21X6"MULL SHOWN _ 'B .L�111ut1{iftirJ/f MN- -i alcoulIlly gv:9111 hai°mid¢ ar3 Acc_Fin¢cO 11 1. C.oA(/j(,J OTr r.•., (i +j,w�lf1'Ig7lAi vG N(I;u NI7ad:Ihohtl Cunlm CS s MIN. EDGE DIST, 5/16-UPCONS 2-3/115" CONCRETE OR 1-3/4'MIN.EUDED INTO I. ONRY .3-3/4" CLIP LE NGTI-1. 4" HOLLOW BLO K 4 1OFAL(2 ON EACH MIN. A(cu "L" I X 2 1.608' 2.608'I X 3 1 X 4 3,608' E! X 4 3ZE18- 2 x Is of 2 -7/16" me !L_ _j AND ANGLES TO FIT MIN. SNUG INTO TUBE it is I. ALL CLIPS EL —294 ll,2.6M.11 ww= Ll I. AUJI4 AN.�d'" 2.WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OptIoNAL tzl ANCHOR iDETAIL AT SHEET 9 OF 10. 1 14 S.us, CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY 70 BE PROTECTED [TIJIIC MULUON WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS FAINT OR WATER-YHTE METHACRYLAIIE LACOUER. ts MIN. EDGE DIST, 2-3/16" CONCRETE OR 4 112 F.H.S.U.S. 2/SIDE H Cly 1/6'THICK AWM Ct"firt. mm to Fit SNUG tj Iffmm IIUUIO. Tval:MULILION TUBES MAY IFE NOTCHED AS SHMV14 TO ALLOW IIISTALLAT1011 f OF TP ANTICIE LpCATION OF SCREWS CAO .It, AFTER ASSOJULY ANGLES TD TUBES CONNECTING I I : 11� WHERE ANGLES 4 Fit SUS PER CUP ARE NOT FIT SNUG INTO TUBE ACCESS HOLE 1-t/2.O.C.Mitt. MULLIONS. _ (D T�LL- -------------- 5/14.TAFCO 3- Mill.EMBED INTO LIASONfRIS f 4 PER 1.1i. 2 PER ARUE --- ------ g INS SCREW CAR BE 9 s goy 2 X 2 9 110- .IN ERNE. 1 Im FIN sms ALUM mialt INSTALL \-2 PER Cup VIFIECIIIIIII 7 A . ; " J-3/4-X 2-X J�s -TUDE) y y 3/4. 1 0:(FOR 211Y It X r x FOnAPUY.11,1.1ILE2 CUT To FYI SNUG INSIDE TUBE ANCHORS TYPE T AUJt, 2 In I C F11 L9 ACCESS NO' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'I- TO VERIFY CAPACITY OF CONNECTION PRODUCT REW"an z tavi.,plyillf"vflill lite I'ladda ALL CLIPS AND ANGLES TO FIT SNUG r1wleinp C 06 ca ENT, TUBE MULLIONS. -d ;RIT! 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INC_ �-••- .�F. j r,/� PH No. (305) 696-8660 mANUFACTS7RSR OF QUALITY ALI7mmui! gf7NDOBS AND GLASS DOORS \•_4�j R.ERAZO nw.�MM�o ALUMINUM TUBE MULLIONS R.EEAzo os/ol a CIDP/ANCHORS DESIGN PRESSURE CHARTS AND GENERAL NOTES • DATE'1:a•�� A..I.I,n tmc s•atu n.z..I w...n..K—i—. a, M.na..: n..t LSK-ASI,-IOOI io L>F Io A"`'`"�''H'