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HomeMy WebLinkAboutProduct Approval (4) MIAMI-DADS NIIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION 315-2590 F(786)315-2599- NOTICE OF ACCEPTANCE (NOA) T miamidade. ov/econom Regency Plus,Inc. 2000 Locust Gap Highway JAN I L _ u0py Mount Carmel,PA 17851 ST. Lucie County,Permi mg COPE: 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 e cl. Ve o ' u 'ca e me- DESCRIPTION: Series "5405"White PVC Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. RPLS0063, titled "Impact Series 5405 Horizontal Slider Window", sheets 1 through 6 of 6, dated 11/26/08,with revision J dated 01/08/18,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami-Dade County Product Control Renewal 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. 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 renews NOA No. 18-0122.12 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 Manuel Perez,P.E. NOA No.18-0911.04 MIAM &D,CoUNTYJM Expiration Date: July 22,2020 Approval Date: October 11,2018 Page 1 f®102/1� i Regency Plus,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 No. 08-1210.12) 2. Drawing No. RPLS0063,titled"Impact Series 5405 Horizontal Slider Window", sheets 1 through 6 of 6,dated 11/26/08,with revision J dated 01/08/18,prepared by PTC Product Design Group,LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under previous NOA No. 18-0122.12) B. TESTS 1. Test reports on: 1)Air Infiltration Test,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 FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up 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 08/18/08,revised on 09/03/08, signed and sealed by Harold Rupp,P.E. (Submitted under NOA No. 08-1210.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 03/31/15, with revision dated 09/01/15, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. .(Submitted under NOA No. 15-0618.03) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 16-0712.03,issued to ENERGI Fenestration Solutions USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors,approved on 08/10/17, expiring on 02/28/18. Manuel Pere , . Product Control Exk2jpkr NOA No. 18-0911.04 Expiration Date: July 22,2020 Approval Date: October 11,2018 E-1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC 61 Edition (2017),dated January 8, 2018,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under previous NOA No. I8-0122.12) 2. Laboratory addendum letters in the Test Report No. NTCL-110-11507-1, issued by National Certified Testing Laboratories, dated 03/31/09 and 05/01/09, both signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08.1210.12) 3. Laboratory compliance letter in the Test Report No. NTCL-110-11507-1, issued by National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08-1210.12) G. OTHERS 1. Notice of Acceptance No. 15-0618.03, issued to Regency Plus, Inc. for their Series "5405" White PVC Horizontal Sliding Window— L.M.I., approved on 10/01/15 and expiring on 07/22/19. Manuel Pe ez,P.E. Product Control xa iner NOA No.1 - 911.04 Expiration Date: July 22,2020 Approval Date: October 11,2018 E-2 Regency Plus,Inc. -NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None B. TESTS 1. None C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory.and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 18-0122.02,issued to ENERGI Fenestration Solutions USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. F. STATEMENTS 1. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 06/11/18, signed by Tony Procopio,Plant Manager. 2. Testing agreement letter,dated 06/12/18 between National Certified Testing Laboratories (NCTL) and Regency Plus, Inc., issued by NCTL and signed by Justin L. Bupp, Laboratory Manager. G. OTHERS 1. Notice of Acceptance No. 18-0122.12, issued to Regency Plus, Inc. for their Series "5405" White PVC Horizontal Sliding Window—L.M.I., approved on 03/08/18 and expiring on 07/22/19. 2. This is a one year approval, subjected to successful verification test. Manuel nxamine Product ControlNOA No. 1 Expiration Date: July 22,2020 Approval Date: October 11,2018 E-3 REGENCY PLUS, INC. A a IMPACTSERIES 5405 HORMONTAL SLIDER WINDOW— LM_ .INSTALLATIONANCHORAGE DETAUS s � a P GENERAL NOTES: INSTALLATION NOTES: 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 7.MATERIALS: 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH S.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA ANCHOR LOCATION SHOWN. MUST BE MADE OF CORROSION RESISTANT MATERIAL ORm BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION HAVE A CORROSION RESISTANT COATING. g y LL HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS USA.INC.,WHITE RIGID PVC EXTERIOR 2 THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS Oo ��" a O STATED HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO Z 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED ' MIAMI-DADE NOTICE OF ACCEPTANCE(NDA). PRODUCT INSTALLATION. NDINTS OT INSTALL EDGE DISTANCE MEASURED FROMN ANCHORS INTO OFREER0:8$BE UPON SIGNED AND SEALED TEST REPORT 72 GLAZING INTERLAYER KURARAY AMERICA,INC. 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE Y W NCTL-110-11507-1 DATED 08/20108 AND ASSOCIATED TROSIFOL INTERLAYER PER CURRENT MIAMI DADE THRU MAIN FRAME WITH LOAD BEARING SHIM(S). SHELL OF BLOCK [2 Z LABORATORY STAMPED DRAWINGS AND WERE TESTED IN NOTICE OF ACCEPTANCE(NOA). MAXIMUM ALLOWABLE SHIM SIZE IS 114 INCH.SHIM V x w O ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE WHERE SPACE OF 1116 INCH OR GREATER OCCURS. 30.INSTALLATION ANCHORS SHALL BE INSTALLED IN z .�-2 f- v vi TESTING PROTOCOLS FAS-201,TAS-202 AND TAS-203. 8.NOT USED, 2 < ® SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURERS ¢Z¢J w 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE PLASTIC OR BETTER. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL �q a O Q ®9.GLASS MEETS THE REQUIREMENTS OF ASTM E7300-04e1. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS a O w N F- �$ TO THE STANDARDS LISTED IN THE CURRENT EDITION OF 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD THAN THE MINIMUM STRENGTH SPECIFIED BY THE V y m p Z a THE FLORIDA BUILDING CODE(FSC)AND IS IN COMPLIANCE10.DESIGNATIONS"X•AND"O'STAND FOR THE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH ANCHOR MANUFACTURER. _ WITH SAID STANDARDS INCLUDING HIGH VELOCITY FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 0 o ZE HURRICANE ZONE(HVHZ)REQUIREMENTS. X:OPERABLE PANEL 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS ~q- Lv a O:FIXED PANEL HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE $2 m g � 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 0: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE I FOLLOWING PROPERTIES: N w MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 11.A V3 INCREASE N ALLOWABLE STRESS FOR WIND LOADS MASONRY,OR DIRECTLY INTO CONCRETE I MASONRY, RESISTING SYSTEM CAPABLE OF WITHSTANDING AND WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) USE 1A INCH ITW ADVANCED THREADFORM TAPCONS OF A. WOOD PROTECTION.WOOD PROTECTION.WOOD- Wo w TRANSFERRING APPLIED PRODUCT LOADS TO THE SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWNG: PRESSURE TREATED SOUTHERN YELLOW PINE. U F STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER ® HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 5.1. CONCRETE SUBSTRATE MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER MUST d i5 OR ARCHITECT OF RECORD. WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, 5.1.1. 11/2 INCH MINIMUM EMBEDMENT COMPLY WITH CURRENT EDITION FBC/FRC AS g ' APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.11- 1-1/2 INCH MINIMUM EDGE DISTANCE RELATED TO WOOD PROTECTION. �m m LL S.1X AND ZX DUCKS(WHEN USED)SHALL BE DESIGNED AND DESIGN STANDARD ARE USED. 5.2. MASONRY SUBSTRATE ®B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 5.2.1. 1 INCH MINIMUM EMBEDMENT 2500 psi AND CONFORMS TO ACI 301. a STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 12 IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION 512. 21NCH MINIMUM EDGE DISTANCE Z�s.C. MASONRY-STRENGTH CONFORMS TO ASTM C90, RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT MEDIUM WEIGHT WITH DENSITY>117 PCF. Robert J.A-.,P.E. RECORD. PROTECTIVE SYSTEM IN NOT NEEDED. 6.FOR PARTING STOP INSTALLATION USE#B X 1 112 INCH Fladda P.E.Na 49752 INSTALLATION BED _ WOOD SCREWS. GEN Y NOT FLECT ACTUAL B ORtill lots, E SPECIAND FIC SITE.IFSISITE CONED ONS CAUSER NS 7 WALL F NIIO .MINIMUMSHHES,INCLUDING BUT NOT LIMITED TOMBEDMENT AND EDGE DISTANCE �OE , ,.............OG y INSTALLATION TO DEVIATE FROM THE REQUIREMENTS STUCCO,FOAM,BRICK VENEER AND SIDING. . C��•�'\ S DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY HO 719752 ••:`PO ELECT ONE OF THE FOLLOWING OPTIONS: A.OUTSIDENGINEER EROR REQUIRE CHITECTHAT REPARE LICENSED DS m STATS OF ••w ENGINEER OR ARCHITECT PREPARE AND SUBMIT � SITE SPECIFIC DOCUMENTS FOR USE WITH THIS ,n�•,p DOCUMENT. .F.aDat-ci'1L8.PlEW .T•• O q 1 n.•'���` B INSIDE SPECIF C APPROREQUIRE VAL BE PPLI D FOR AND OBTAINEDT A ONE-71ME SITE nIio 5 a �¢ st�OA` �6Q,, FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL. TABLE OF CONTENTS A •ppu"c NO I '0 Eai>'tylla �2D SHEET REV. SHEET DESCRIPTION C•at¢ I 1 F GENERAL AND INSTALLATION NOTES illy - 2 F ELEVATION AND ANCHOR LAYOUTS alasz.7zBe rrx�dst.-e:da PRODUCT REVISED m cemP!yim wkh the Moro. 3 F VERTICAL SECTIONS Building Code ' Acceptrmca Nu 8-01x9 12 j 4 F HORIZONTAL SECTIONS,GLAZING DETAIL 8 CORNER DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING Eaplmtmo Da 9 5 F CORNER DETAIL By 6 F COMPONENTS AND BILL OF MATERIALS 555.0 LARGE MISSILE Mi IMPACT R•!ian Dade Product i 7 3/4"MAX FROM CORNERS(TYP.) 12"MAX.O.C.(TYP.) @ HEAD&SILL @ HEAD&SILL o FROM PARTING 12 1/2"MAX.O.C.(TYP.) STOP CORNERS @ HEAD&SILL 4 ° W 81/4"MAX. ° FROM PARTING W o m STOP CORNERS(TYP.) a e 4 a 5 1/2"MAX. FROM FRAME CORNERS(TYP.) n m 13" o O.C.TYP. O X lo.c.TYP. z °� 74"MAX. go F ' FRAME WIDTH II > o0 34 3/16" 33" i i ',{= MAX. MAX. INSTALLATION ii ?o ' z a co <o >� ANCHOR P. i J a a p v Z D.L.O. D.L.O. (TYP.) 63.: ii a W-d7 J MAX. v o z FRAME PARTING STOP I o o Z E HEIGHT ANCHOR(TYP.) 6"MAX.O.C.FROM LU o go �g� FRAME CORNERS(TYP.) S w �p 58 3/4" B C STEEL REINFORCEMENTN w F F1 MAX. 3 3 FIXED W/(2)EVENLY 3"MAX.(TYP.)@ HEAD&SILL tnw ,o __- D.L,O. FOR WOOD SCREWS SPACED METAL SCREWS 4"MAX.(TYP.)@ HEAD&SILLA a $ i FOR CONCRETE SCREWS krLgfi s ii 3"MAX.FROM C,L.(TYP,)@ HEAD&SILLA Rt"pad J.E.No.4 752 FO n D F Flodda P.E No.aBr52 4 it3 4 6"MAX.FROM C.L.(TYP.)@ HEAD& E I} p 57 1/2" SILL FOR WOOD SCREWS. `�°°``� JPUES MAX, 7"MAX.FROM C.L.(TYP.)@ HEAD& e.O�QQ;•��cENg ��G ii D.L.O. SILL FOR CONCRETE SCREWS. e�' No 49752 `f G ANCHOR LAYOUT ---STEEL 90; STnTs� F REINFORCEMEN EXTERIOR VIEW .....s,°cry; a R 1n41a 4 11/2"x 1/4"WEEP HOLE • „ T1 IT 2 5/8"FROM END(TYP.) �cooucraEvis� A Rrid ng Cr.9e C.PlYi"B`"'ith m"1`106da Asx:sre Poa/s• /•Q Ad'":g Code I _© •( 3 E plra73an 7h4 2 (} ,x�p6ed Dam ELEVATION Av Y EXTERIOR VIEW x9Ea:a a3e PawAr oh M nde Product I ONE BY WOOD 13 1/4" INJ TAPCON #12 WOOD SCREW 12 ONE BY W000 BUCK BY OTHER INSTALLATION ANCHOR BY OTHERS INSTALLATION ANCHOR (SEE NOTE 5, SHT. 1) 1 1 2" MIN7/8" MIN. (SEE NOTE 5, SHT. 1) 3 WOOD BUCK PROTECTION BY EDGE DIST.'� SHEATHING EDGE DIST. TWO BY WOOD S OTHERSSEE INST. NOTE BY OTHERS ( BY OTHERS 4 c (SEE NOTE 4, SHT. 1) F CONCRETE BY OTHERS a v- - EXTERIOR FINISH F 6 (SEE NOTE 4, SHT. 1) a' c - v 1 1/2" MIN. BY OTHERS :'�:?.?T -� w of c a c EMBEDMENT #8 X 1 1/2" =+'Z-`r'a`•- / 3 w g 10 1 1/2" MIN. $ # / +:;•+; ;' WOOD SCREW r,.+•:<;ti< a <� S X 1 1 2"14 `'` 14 S X 1 1 2' 14 `;';:;r; EMBEDMENT oa WOOD SCREW «;e,;a+'`, # / '.,?,.T.:. WOOD SCREW -w 1/4" MAX. EXTERIOR FINISH 1/4" MAX- �O 10 %' SHIM SPACE BY OTHERS � SHIM SPACE PERIMETER CAULK QO 10 m BY OTHERS n 21 PERIMETER CAULK ° 1 ILr` BY OTHERS Qo 6 10 0 a o 21 2 e 1 6 WINDOW < LU 4 5 8 HEIGHT 16 15 2 P 4 ?='r�0 my F V Njz va y Q J Uw ffi 16 15 w— VERTICAL SECTION ZUZ B CMCRSIB SUBSTRATE W U wF- DPBRABIItPANklsROWN, W of �n ,�,w B F I WINDOW EXTERIOR simnAe INTERIOR EXTERIOR INTERIOR z o > HEIGHT SEE GLAZING VERTICAL SECTION N w DETAIL 2 WOODSUBSIRAIE w SHEET 3 15 OPERABIEPANELSHOWN, y cs- 16 °sumAR U ll�9 4 d 8 2 27 8 INTERIOR 5 g n n 21 11 9 2 8 16 4 15 1 /I Rob d J.Amoroso,P.E. U 6 pMtle RE No.4975 22 24 ' 10 23 °°, �`{WES GEA% PERIMETER CAULK 104�' F '•G BY OTHERS #8 X 1 1/2" 21 �� �= ND 497 2 :`ro #8 X l 1/2" Qo 14 WOOD SCREW WOOD SCREW 14 1/4" MAX. 17 ❑� � CI� _SHIM SPACE Q�_I EXTERIOR FINISH :y;??'`' ❑ oS/'�Q�?1pN BY OTHERS ` ,';� ,;x• ��i S •NGS° CONCRETE BY OTHERS a o �O�p�QNAtSti+p+` SEE NOTE 4, SHT. 1 4w.• a 1 1/2" MIN. { ) in;t. a Q.o e c EMBEDMENT I i ONE BY WOOD t ' c 15 18 16 25 seemp9 piegw�hl i PRODUCpctmnplyiwswftSID j BUCK BY OTHERS 1/4" T1W TAPCON 13 1 1/2" MIN. 9�a eta 1 a 1 i.8`��'�` ' i (SEE NOTE 5, SHT. 1) INSTALLATION ANCHOR EDGE DIST. ZL EXTERIOR actKsc8-011. P�t� 1 -at24.12� WOOD BUCK PROTECTION A VMTIC CONCAL SEECETION D HORIZONTAL SECTION E, l BY BY OTHERS (SEE INST. OPERBALEPANELSHOWN, 0fiw Pmadera i tdi—: Me "t NOTE 11A FDMSa4LAR 1 1/4" MAX. SSHIM ASPACE 14 #8 X 1 1/2" WOOD SCREW Q #8 X 1 1/2" 14 WOOD SCREW 1/4" MAX. REQUIRED 1 1/2" MIN. EMBEDMENT – CONCRETE a SHIM SPACE 1" MIN. EMBEDMENT – MASONRY 1 1/2" MIN 15 16 3 7 6 10 13 $ EMBEDMENT 10 1 19 17 16 INTERIOR 1/4" ITW TAPCON INSTALLATION ANCHOR 4 °w SHIM AS REQUIRED `zq �o V 1 1/2"" MIN. EDGE DISTANCE – CONC. A w o #12 WOOD SCREW12 y 2" MIN, EDGE DISTANCE – MASONRY o 0 INSTALLATION ANCHOR TO a Vim—CONCRETE OR MASONRY V BY OTHERS 7/8" MIN. VQ EDGE DISTANCE Q (SEE NOTE 4, SHT. 1) I 9' •.Q' ISOLATIbN MATERIAL BETWEEN a g s— 0 2 8 21 23 Q .Q, WOOD BUCK & MASONRY tri D � LL TWO BY WOOD +,.= •�; ' OPENING BY OTHERS FRAME BY OTHERS ''?x",�'�; ,f�> ONE BY WOOD ZLU It H p (SEE NOTE 4, SHT. 1) * w4'A q;T;,' O� uo y;�e BUCK BY OTHERS �o a SHEATHING �,i�, Q Q (SEE NOTE 5, SHT. 1) > o BY OTHERS 20 15 EXTERIOR 5 1 10 :�: z:, ,, v -Q #8 X 1 1/2" #8 X 1 1/2" xm� WOOD SCREW 14 10 ERIMETER CAULK PERIMETER CAULK WOOD SCREW .1 z ¢F—p BY OTHERS BY OTHERS 0.yza 8 EXTERIOR FINISH a NZ 3 �� BY OTHERS EXTERIOR FINISH }r w R a f L ]RORiZONTAL SECTION BY OTHERS _ WOOD FRAME SUBSTRATE F HORIZPONTAL SSUBSTaATr>ION 8&8� OPERABLGPAI•ffi.SAnL4R) (OPRRRALfi PANBf.SHORTT, K$ co p 2 z FDMD PANEL SUM AR) ' N W y , �{ O 7/8" O.A. LAMINATED GLASS CONSISTING 15 OF: EXTERIOR LAMINATED GLASS – (2) 1/8" ANNEALED GLASS W/ 0.090" �N W� KURARAY AMERICA INC. TROSIFOL i ���LL INTERLAYER, 0.39" AIRPSACE W/ - DESICCANT MATRIX STEEL SPACER, INTERIOR 1/8" TEMPERED GLASS FWW.P.E.N 4a 9782 15 15 a����4JANiESr���"�i EXTERIOR 18 /J\ / 26 ��4Q� E"N �4'f"V WIINUTER]IOR 2 \ INTERIOR O• No 49752 no - 1 1/2' r c a1 III I RR) GLASS BITE( EXTERIOR I t STATE OF .[u 1/2" GLASS BITE 4 'e� IOioee�H+,16 ` 27. B 4M.UCT 1�M£fQD RODUCi REVISED I 'I GLAZING DETAIL 1 GLAZING DETAIL 2 `�) W�ti Florida Htia:3rx:;��Ehr:it Q .i u.it'•.e Cn;!SIRt'Cetr.4�t• if- i 7cde F:au;act f � h a WELDED MITERED CORNER CONSTRUCTION q W 1 10 W o� FW-N1010, � a ¢o— g LL 0� a o / W 3 OF B 12"O,C. z�n�� v v (TYP•) m m z QQ 00 W 5 W }O w�W S 14 ummo"I 4 �orowo � e / LuRu AES 10 \ o W g�x�g N � 1 3E W a jig � ® ©TILT LATCH "g 0.697• 0.176^ STEEL-ZINC COATED m 0.323" R 4' 0.345" SHIM 0.206'C ��J�u�P� NOTE: ORNER DETAIL FlorMa P.E.Na 49752 1X PT WOOD BUCK 0.377" , 0.709• oi"""'o, PARTING STOP EXTERIOR PERIMETER BY OTHERS TO BE SEALED TO 1X PT WOOD BUCK 0.377" 1.906" 2 260. �Q•�No 49752�ceNs "•.GQ°�- iro I WITH SIKA 551 SILICONE 5,x22" � t1'A � *a ' 0.669^ e V✓"'� `1 01 O 0.603^ 1.067^ O :. STAT'E OF r•.A 1.012' 0.709" ,'Otessf�NA, ?°°,` fail 0.157. 0.544" :h'14DUC"P I&61iEW'69y PRODUCT REVISM i C;.pkyln3?JIh the I'..Aft as c.pl d.0 with the Pio;icla.. I 4s::.":r.7 Cede puldlag Codi I I :res� ;.cce 1�3- AccE,'+tvmw C-Ni;a?trt 416 lima G✓ Ex Ib.IC Sy Dq � •+1:' I'x.;dz^ra4vyIlii .54t>mett i Qi MAIN FRAME WEEP HOLES(SILL): O SASH FRAME GLAZING STOP-OPERABLE LITE � GLAZING STOP W/HANDLE 3 WHITE RIGID PVC 112"X 1/2"EACH END(INT.TRACK) WHITE RIGID PVC ® WHITE RIGID PVC � a 0.070"THK. 1/2"X 3/8"MIDSPAN(INT.TRACK) 0.068"THK. WHITE RIGID PVC 0.055"THK. 518°X 318"EACH END(EXT.TRACK, f� 0.055"THK. g }f 5/16" T o 4 3/16" 1 11/16 ('��� 1• 6r�� (��5//166" � LL —{- 4 1/8" " 1 1 9/16" �--- ra n V o 2 3/4- O SASH COVER 17 GLAZING STOP-FIXED LITE 1s PANEL STOP/FRAME COVER Q0 WHITE'RIGID PVC WHITE RIGID PVC WHITE RIGID PVC 1 3/8" 0.075"THK. 0.070"THK. 0.050"THK. �Or 5/16° �_ �_ lc 5/16- 1/2' 9/16" �eYl,r t use 1�I�I��I—I"I g D •lrctp'tc:;oto -O 1.04- Ry,imNoa Dote kl 5/8 ' r4issi3 sate IYi _' OC�� 8 5 POCKET COVER s POCKET COVER =2 1 (EXT.TRACK) O (INT.TRACK) TILT LATCH BILL OF MATERIALS a �LL ° N WHITE RIGID PVC STEEL-ZINC COATED ITEM# DESCRIPTION MATERIAL SUPPLIER u x ¢O ,y H 7 WHITE RIGID PVC 0 a a t Z 0.070"THK. 1 MAIN FRAME WHITE RIGID PVC "EFS p s 0.070"THK. SEE SHEET 5 2 SASH FRAME WHITE RIGID PVC "EFS ° w a o 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC ••EFS _� K 4 GLAZING STOP-OPERABLE LITE WHITE RIGID PVC -EFS A �j U o r 9 g I 1 1/16" 1 1 16" 5 POCKET COVER(EXT.TRACK) WHITE RIGID PVC `•EFS �w R LIE W J~ / 6 POCKET COVER INT.TRACK) WHITE RIGID PVC "EFS S U)Z e ' 7 SASH COVER WHITE RIGID PVC "•EFS `� ¢a n , WEEP HOLES: W ®5 j 1 7/6"--{ 8 REINFORCEMENT(SASH FRAME)15 GA. STEEL ALLOY 1006/1010• REGENCY PLUS,INC. N o 106 1 7/8" 3/4°X 318"EACH END r v } 9 INTERLOCK COVER •' v 1/4°X 9116"MID SPAN WHITE RIGID PVC EFS 10 PARTING STOP WOOD PT SYP G=0.55 MIN. d 11 CAM SWEEP LOCK 8 KEEPER STEEL TRUTH g Og INTERLOCK COVER Q REINFORCEMENT 18 FIXED MEETING RAIL 12 WHITE RIGID PVC SASH FRAME #12 WOOD SCREW INSTALLATION ANCHOR STEEL O WHITE RIGID PVC STEEL 13 1/4"ADVANCED THREAD TAPCON 0.070°THK. STEEL ITW 0.066"THK. 14 #8 X 11/2"WOOD SCREW 0.050"THICK STEEL -- Ropazt J.anowro,P.6. Fy=30.50 SKI 15 7/8"O.A.INSULATED GLASS(SEE GLAZING GLASS EDGESEAL Fl&da PA No.49752 DETAIL ON 15/16" Fu=37.5-68.7 KPSI a� 16 SIKA FLEX 552E 4) SILICONE SIKA ��,C�Q�.......... C EEMS�00,,„ IEj 2 3/16" 17 GLAZING STOP-FIXED LITE WHITE RIGID PVC "EFS X90•�. F•.�� I.1 3/4" /16"�� 18 FIXED MEETING RAIL WHITE RIGID PVC "EFS No 49752 0 3 4" 19 PANEL STOP/FRAME COVER WHITE RIGID PVC "ITS 20 POCKET INSERT-FIXED PANEL WHITE RIGID PVC V 10 PARTING STOP 25 REINFORCEMENT 21 FINSEAL WEATHERSTRIP VINYL ULTRAFAB 2 1/16-- 22 NYLON HOUSED METAL ROLLERS NYLON/STEEL SAUNDERS ENG'G �• c( 'est` 4 WOOD FIRED MEETING RAIL / 23 HURRICANE TILT LATCH(1057 EW)(SEE NOTE BELOW) STEEL-ZINC COATED VISION IND. `4'S'$• R O @1G�0` STEEL 24 WEEP HOLE COVERS PLASTIC RO MAI ,ff0 fOj�A11` ,,0� 0.050°THICK20 POCKET INSERT 25 REINFORCEMENT FIXED MEETING RAIL 15 GA. STEEL ALLOY 1008/1010 REGENCY PLUS,INC. ° Fy=30-50 KSI FIXED PANEL 26 ENDUR 9.8 SS SPACER STAINLESS STEEL CARDINAL 71 Fu=37.5-68.7 KPSI WHITE RIGID PVC 27 GLAZING PAC)(SETTING BLOCK-2NB-8K-125.028.026) NEOPRENE FRANK LOWE 1 1 2" 0.060°THK. _� NOTE: HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER ��mU TI VtsED / u lm tho FWtfda 13 16" FRAME.NOT SHOWN IN DRAWING, nuild'mg Code 15/16" / A.urtmcet4o -0122!q 1— imt. Da `ASTM A-Al008A/Al09 EFS:ENERGI FENESTRATION SOLUTIONS �--�--5/8 3/4" 1 1/8" USA,INC.,PER CURRENT MD NOA. By adopmd,_.t