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HomeMy WebLinkAboutProduct Approval (3) RE Nff JAN 13 2019 MIAMkDADE ST. Lucie County,® Permittin AAE COUNTY PRODUCT CONTROL SECTION DEPARTIVIENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786).315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) _ www:miamidade.Eov/economy Regency Plus.,Inc. 2000 Locust Gap Highway Mount Carmel,.PA 17851 FILhu"Opy 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 asdescribed herein, and hasbeen designed to comply with the Florida Building de. . e .... _Hig e oc' u 'c e o e DESCRIPTION:Series`5405"White PVC Horizontal SIiding Windaw'- APPROVAL DOCUMENT: Drawing No.. RPLS0063, titled "Impact Series 5405 Horizontal .Slider Window", sheets 1 through 6 of 6, dated 1.1/26/0.8,with.revision J dated 01108/1.8,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 Not 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 ofthisproduct. 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 MnaMUDADE COutirr Expiration Date: July 22,2020 '1401Approval Date: October 11,2018 k01lo 2`115to 1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS` 1. Manufacturer's'die drawings andsections. (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.date.'d 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) Be 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 N fissile 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 whitePVC 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 '51h 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-Qade Department of Regulatory and.Economic'Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 174.114.14 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 Ex mi r NOA.N_ o. 18-0911.04 Expiration.Date: July 22,2020 ApprovalDate: 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 (1017),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.184122.12) 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 L 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. aqk Manuel Pe ez,P.E. Product Control za iner NOA No.1 - 911.04 Expiration Date: July 22,2020 Approval Date: October.11,2018 K-2 RegencyPlus,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 "TrosifolO 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 06112/18 between National Certified Testing Laboratories(NCTL) and Regency Pius,Inc., issued by NCTL and signed by Justin L. Bupp,Laboratory Manager. G. OTHERS 1. Notice of Acceptance No. 18-0122.12,issued to'R.egency Plus, Inc.for their Series "5405" White PVC Horizontal Sliding WindowL.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. 7w�uxk��W Manuel Pe z,P. . Product Control xamine ,NOA No.1 - . 4 Expiration Date: July 22;2020 Approval Date: October 11,2018 E-3 REGENCY PLUS, INC. IMPACT SERIES 5405 HORIZONTAL SLIDER WINDOW- LMI INSTALL4 TIONANCSORA GE DETAILS U o a cV a 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 OR mo m BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7,1 WINDOW FRAME MATERIAL:ENEROI FENESTRATION HAVE A CORROSION RESISTANT COATING. u HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS C 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 'g' MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). PRODUCT INSTALLATION. NOT INSTALL INSTALLATION ANCHORS INTO MORTAR $r�. 2 THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED JOINTS.EDGE DISTANCE IS MEASURED FROM FREE Z W 3 UPON SIGNED AND SEALED TEST REPORT# 72 GLAZING INTERLAYER KURARAY AMERICA,INC. 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE } O O NCTL-I ID-11507-1 DATED 080=8 AND ASSOCIATED TROSIFOL.INTERLAYER PER CURRENT MIAMI DADE THRU MAIN FRAME WITH LOAD BEARING SHIM(S). SHELL OF BLOCK 3y Z LABORATORY STAMPED DRAWINGS AND WERE TESTED-IN -NOTICE OF ACCEPTANCE(NOA)• MAXIMUM ALLOWABLE SHIM SIZE IS 114 INCH.SHIM. V S m O ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE WHERE SPACE OF 1116 INCH OR GREATER OCCURS. 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN =at-¢.[= v F -� TESTING PROTOCOLS TAS-201,TAS-202AND TAS-203. 8.NOT USED, SHtWS)SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURER'S 0 <Z��m Z PLASTIC OR BETTER INSTALLATION INSTRUCTIONS AND ANCHORS SHALL .4 9 y(ada N la-• 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE 9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300.04el. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS U N W O Z TO THE STANDARDS LISTED IN THE CURRENT EDITION OF 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD THAN THE MINIMUM STRENGTH SPECIFIED BY THE 1'- THE FLORIDA BUILDING CODE(FBC)ANO[SIN COMPLIANCE 10.DESIGNATIONS"X"AND•O•STAND FOR THE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH ANCHOR MANUFACTURER. Z7�=p WITH SAID STANDARDS INCLUDING HIGH VELOCITY FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 V`$zz q�E HURRICANE TONE(HVHZ)REQUIREMENTS. 'X:OPERABLE PANEL ;;y� 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS w.� , ❑j �BB S7 0:FIXED PANEL HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE rn �'e d o 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 5.FOR INSTALLATION THROUGH 1X SUCK TO CONCRETE I FOLLOWING PROPERTIES: g W D a z MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, W ZLu R �� RESISTING SYSTEM CAPABLE OF WITHSTANDING AND WAS NOT USED INTHE DESIGN OF THE.PRODUCT(S) USE 1/4 IN&ITW ADVANCED THREADFORM TAPCONS OFA WOOD PROTECTION,WOOD PRO TE 110 !O 9 TRANSFERRING APPLIED PRODUCT LOADS TO THE SHOWN HEREIN,WIND LOAD DURATION FACTOR( )Cd=1.6 SUFFICIENT LENGTH m c . STRUCTURE IS THE RESPONSIBILITYOF THE ENGINEER ® HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 5.1. CONCRETE SUBSTRATE ACHIEVE THE FOLLOWING: PRESSURE TREATED YELLOW MINIMUM SPECIFIC GRAVITY OF 0.65 LUMBER MUST 6 OR ARCHITECT OF RECORD. WOOD-ONLY FAILURE GOVERNS.:FOR OTHER MATERIALS, 5.1-1. 11/2 INCH MINIMUM EMBEDMENT COMPLY WITH CURRENT EDITION FBCIFRC AS a APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.12 1-1/2 INCH MINIMUM EDGE DISTANCE RELATED TO WOOD PROTECTION. 5.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND DESIGN STANDARD ARE USED. 52. MASONRY SUBSTRATE AS. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 521. 1 INCH MINIMUM EMBEDMENT 2500 Pal AND CONFORMS TO ACI 301. STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 12.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION 52.2. 21NCH MINIMUM EDGE DISTANCE C. MASONRY-STRENGTH CONFORMS TO ASTM C90, RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT I MEDIUM WEIGHT WITH DENSITY 117 PCF. Rn6enJ.A--,P.E RECORD. PROTECTIVE SYSTEM IN NOT NEEDED. 6.FOR PARTING STOP INSTALLATIONUSE#8 X 1 1@ INCH - FWW P.E.N.48752 IN ARE WOOD SCREWS. B _TION DETAILS DESCRIBED _GENE C AND MAY NOT REFLECT ACTUAL CONDITIONS 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE e�� �AMES V�.. FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE WALL FINISHES,INCLUDING BUT NOT LIMITED TO e�kQ`•••�CE/ � INSTALLATION TO DEVIATE FROM THE REQUIREMENTS STUCCO,FOAM,BRICK VENEER AND SIDING. . O�' �'\ $�„•�G DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY Yd0 49752 PO ELECT ONE OF THE FOLLOWING OPTIONS: 1�qL)• A-OUTSIDE HVHZ-REQUIRE THAT A LICENSED ENGINEER OR ARCHITECT PREPARE AND SUBMITSTATE OFSITE DOCUMENT.SPECIFIC DOCUMENTS FOR USE WITH THIS .g1oucr BcNEEYm r Tt�^�' �O p I B.1SPBECIFIC APPROVAL E APPLIED FOR AND OBTAINED Re d+rcIDE HVHM REQUIRE THAT A ONE-TIME SITEOLC C. N I E ,e����l�f��Ne ® FROM THE MIAMI-DARE COUNTY PRODUCT CONTROL TABLE OF CONTENTS ,z,.:e No •a SHEET REV. SHEET DESCRIPTION low 1 F GENERAL AND INSTALLATION NOTES � f� DUCT REVISED 2 F ELEVATION AND ANCHOR LAYOUTSasR�mplyiq with the.Ftonda 3 F VERTICAL SECTIONS VVV BuildinS coe. Acmji=.re. B-o1n2s2 i 4 F HORIZONTAL SECTIONS,GLAZING DETAIL&CORNER DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING E*.IDDa5 F CORNER DETAIL6 F COMPONENTS AND BILL OF MATERIALS 355.0 LAROE MISSILE BIMPACT hto Produet t 7 3/4"MAX FROM CORNERS(TYP.) 12"MAX.O.C.(TYP.) a @ HEAD&SILL @ HEAD&SILL FROM PARTING 121/2' MAX.O.C.(TYP.) g STOP CORNERS @ HEAD&SILL 4 W 8 1/4"MAX. a �o fe FROM PARTING w o STOP CORNERS(TYP.) a <« 0 a 5 1/2"MAX. FROM FRAME 'CORNERS(TYP.) 13" 12" o II m ii O.C.TYR O ; X O.C.TYR c4 So 74"MAX. 3 F FRAME WIDTH 343/16" 38" ii u �5 IMAX. MAX. INSTALLATION ii ?<_� a o U y D.L.O. D.L.O. ANCHOR(TYP.) I ug¢a z v m N z MAX. FRAME PARTING STOPanjRz HEIGHT ANCHOR(TYP.) 6"MAX O.C.FROM w 8~ o Eir FRAME CORNERS(TYP.) 8�w> 58 314" B C STEEL REINFORCEMENT 3"MAX. HEAD&SILL N a�'i w I g MAX. 3 3 FIXED W/(2)EVENLY FOR WOOD SCREWS - 16 D.L.O. SPACED METAL SCREWS © a B'°�t 4"MAX.(TYP.)@ HEAD&SILL ` li FOR CONCRETE SCREWS Fiii 3 4 3"MAXFROM CL:(TYP.)@ HEAD&SILL© R bepftnJ.,uk.e—enep.P ED F R.dda P.E.No,49752 6"MAX.FROM C.L.(TYP.)@ HEAD& E ii D 57112" SILL FOR WOOD SCREWS. � �►,ceES 4 O I X 4 MAX. 7"MAX.FROM C.L.(TYP.)@ HEAD& Q; 52 s ii D.L.O. SILL FOR CONCRETE SCREWS. No 897 ANCHOR LAYOUT STAT21 STEEL EXTERIOR VTEw :'T'•R P r REINFORCEMENT O � _ n I I °°0�rorN.Aij°►►°0c I I 1 1/2"x 1r4"WEEP HOLE ten¢+ ewti� PRODUCT PPVISED 2 5/8"FROM END(TYP.) '"� >s°-AA&a mmpl�v�wfhiheF7mida A a d°s'o2 cede j t ra4 ra- r a44 a"iId.g a 2 3 oZD ccapinsce N" �jpljau:n o-sm ELEVATION 1 I ONE BY WOOD 1 #12 WOOD SCREW 12 ONE BY WOOD BUCK BY OTHER 1g /4" LA ON AN INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS (SEE NOTE 5, SHT. 1) 7/8" MIN. (SEE NOTE 5, SHT. 1) R MIN WOOD BUCK PROTECTION BY 1EDGE~DIST m SHEATHING EDGE DIST. T'y0 BY WOOD g OTHERS (SEE INST. NOTE BY OTHERS BY OTHERS d CONCRETE BY OTHERS-------- v v vv' a 'b" - (SEE NOTE 4, SHT. 1) 3 W v, EXTERIOR FINISH 6 (SEE NOTE 4, SHT. 1) v� o v v v W 1 1/2" MIN. BY OTHERS ?? Lu �' a EMBEDMENT #8 X 1 1/2 :y`s s.Y .- 10 4;?S°, 1 1/2" MIN. WOOD SCREW f+ EMBEDMENT #8 X.. 1/z"14 ''��':`�.a"- 14 #8 x 1 .1/2' 14 i`r +' IL WOOD SCR •:� ? r'-% s WOOD SCREW c,t EXTERIOR FINISH 1/4" MAX, 1/4" MAX. BY OTHERS 1a SHIM SPACE SHIM SPACE PERIMETER CAULK n 10 BY OTHERS r Y1 PERIMETER CAULK m m 1 Q J} 6 BY OTHERS Q0 10 Z 9ir o 5 LI 6 1 6 ((]] WINDOW } w 2 U 4 5 6 HEIGHT Z�ti-�Z U 'v1 16 15 2 4 rn=¢t Z �IL IL 1606 - 15 a�wa�C� VERTICAL SECTION B CONCREIBSMS7RATE S AII WINDOW EXTERIOR °MPSHOWN, INTERIOR EXTERIOR INTERIOR ¢$ G, I HEIGHT SEE GLAZING C VERTICAL SECTION N �od = DETAIL 2 15 OPERABLE P�SHOWN. SHEET 3 16 FEW suaa aR g.9 4 I 227 6 INTERIOR I 5 21 11 9 2 B 16 4 15 - S 1 11 1' P b n J.Amonsa.P.E. ILII U 6 Flodds P.E.No.49752 22 pftfnu4y° i 24 ��% JAMES PERIMETER CAULK 10 10 BY OTHERS J8 X 1 1/2', Q' 21 �c� 0 14 ,� NO 487 2 t`io #8 X 1 1/2" WOOD SCREW WOOD SCREW 14 0 1/4., MAX. 17 or--r� •. � 1� ! t _SHIM SPACE STATE OF ,'oj EXTERIOR FINISH--,-...­." BY OTHERS CONCRETE BY OTHERS c o 0 1 1/2" MIN. ,0°0°6eef►:e"++ (SEE NOTE 4, SHT. 1) oQ a o EMBEDMENT A\ i [ '%'%. " c c'. o •' 15 16 16 25 yj PROn11LTPEVISE� �. ONE BY WOOD pmmNYm2�'m"Fkri& 1 4" ITW TAPCON scam®Q Pu7acoa< I BUCK BY OTHERS / 13 1 1/2" MIN. y<csp,�ao�w®'JS'�(J.O INSTALLATION ANCHOR EXTERIOR +«<pfmueNo •b124.J2 {SEE NOTE 5, SHT. 1) EDGE DIST.'A e:ptrtiNna Unm E ynauoo ml WOOD BUCK PROTECTION A VERTICAL SECTION D HORIZONTAL SECTION C0NCPX=5°RS RATE BY OTHERS (SEE INST. OPEUMEPAMSnOWN �1iem 0 ¢ttoddlf tic<n eae u<f NOTE 11A) Pa�sumAR 1 1/4" MAX. SHIM SPACE #8 X 1 1/2" WOOD SCREW Q #8 X 1 1/2" 1q SHIM AS 14 m WOOD SCREW 1/4" MAX. REQUIRED 1 1/2" MIN. EMBEDMENT - CONCRETE 3 1 1/2" MIN SHIM SPACE 15 16 3 7 6 10 19 1" MIN. EMBEDMENT - MASONRY r - EMBEDMENT 10 1 1.98 16 INTERIOR 1/4" ITW TAPCON INSTALLATION ANCHOR � w SHIM AS REQUIRED a (� C' 1 1/2"" MIN. EDGE DISTANCE - CONC. �u�u o� #12 WOOD SCREW 12 9 2" MIN, EDGE DISTANCE - MASONRY d w� INSTALLATION ANCHOR Q I IL o p' i C T-7 Q I CONCRETE OR MASONRY 7/B" MIN. a q. .Q BY OTHERS EDGE DISTANCE (SEE NOTE 4, SHT. 1) 4' ..Q ISOLATION MATERIAL BETWEEN a m 2 B 21 23 Q• A• WOOD BUCK & MASONRY 3rii LL TWO BY WOOD :'E='-u. O O OPENING BY OTHERS °oma a ., g.,.�,.� z W Q FRAME BY OTHERS rI tF f V ONE BY WOOD �z W E (SEE NOTE 4, SHT. 1) �'=sw�S'_t;sa�. s.y, u arm's BUCK BY OTHERS wO Luu SHEATHING �:''?•:'• .Q •,'Q (SEE NOTE 5, SHT- 1) a ❑� BY OTHERS 20 15 EXTERIOR 5 1 10 #8 X 1 1/2" . 14 #8 X 1 1/2" 3 ti a� F WOOD SCREW 14 10 ERIMETER CAULK PERIMETER CAULK WOOD SCREW H x¢�cl Z 8Y OTHERS BY OTHERS �, J oz € EXTERIOR FINISH OTHERS EXTERIOR FINISH �o� ORIZONTAL SECTION BY OTHERS HZ E WDpp �Ay� F HORIZONTAL SECTION ;'iBe gg "mPANEL SHOWN; CONCREB/MASONRYSUBSMAU W J �z �� OPERABUFMH.SMmAPJ (OFL�DAPANB.SIMII.f EU WF sic o� d g O C4 Lu mu) 1�9�_ J �S 7/8" O.A. LAMINATED GLASS CONSISTING aid � 18 15 OF: EXTERIOR LAMINATED GLASS - �� `a� E (2) 1/6" ANNEALED GLASS W/ 0,090" p ` KURARAY AMERICA INC, TROSIFOL x INTERLAYER, 0.39" AIRPSACE W/ DESICCANT MA RIX STEEL SPACER, ROLoRJ.Aalar .P.E INTERIOR 1/8" TEMPERED GLASS Hold.P.F-Nc.49752 15 ` 26 15 ,���� IF&ES 4.14, EXTERIOR 16 / 26® O `0v�GENg:gip,i� 2 Off: 17 \ 11 B No 49752 :O 1/2" EXTERIOR GLASS BITE' INTERIOR 1/2" GLASS BITE STATE CFLl 1 1 27A a 4 16 27 8 RODucrREVISED { b eMaIP1f ng w111+tho mwi&i .�yayj„S wih.'ue Florida GLAZING DETAIL 1 GLAZING DETAIL 2 a +: !SoJIM VIZ.44. 02A "� �T C'7J�C1'CGKt✓Gi+ 'Y '.'tom TZuefaC ft v WELDED MITERED CORNER CONSTRUCTION Eli {ai 1 � I—r= !f 10 cc ¢� a R O m m 00 C!ga O Z K / w a � on Z".O.C. Z i7.�Q—I U vi (TYP.) a a Z a�;m- 4 14 z=¢_z op/ \ CC 10 $ W � s UJ<° ® TILT LATCH os97• STEEL-ZINC COATED a$m 0.176" 0.323• $ 4 SHIM 0.345• 0.205 RobartJ.Ammuso,:P.E CORNER DETAILFlad.il PX-N.49752 0.377" 0.709' u��°�nqi AE NOTE: 1X PT WOOD BUCK � a a ' PARTING STOP EXTERIOR PERIMETER BY OTHERS 0.166"J TO BE SEALED TO 1X PT WOOD BUCK °'3�" ,����•``C NSF OG`r'o _ 1906" 2260" Qo- No 49752 WITH SIKA 551 SILICONE 5.627 _ 0.669" o O0.803" 1.067' O STATE OF 1.012' 0 0.709' `��oeDSfOiVHs �wI SO 0.157• 0.544" t R9f1UC7'RFtiF.1YHd PR04L1L'1'REVISES 3 s4 s:.at�,ty'sv;=crii0 t4eF'.aaC7a .eoafaly:ng wF.h the Rwi,A. I ; M.fd'r.:7 4:sul2 wld!a;g Cods •1res1:>`.tin F:n_I$+• Accapt�Cc Nu} . ��. � ( f�•pb•:d:ce!dkske $O E IJxc j I fly- II,y t eQyt+.)'rdx 7rndve7C�rFG'}t+� 1:8i ,,:ak.Froditet i, L I I )1 I i Oi MAINFRAME WEEP HOLES(SILL): O2 SASH FRAME GLAZING STOP-OPERABLE LITE WHITE RIGID PVC ( WHITE RIGID PVC 3 GLAZING STOP W/HANDLE ® WHITE RIGID PVC m w 1/2"X 1!2"EACH END INT.TRACK) 1/2"X31V MIDSPAN INT.TRAC 0.068"THK. WHITE RIGID PVC 0.070°THK. ( � 0.055'THK. ? 3 5/8'X 3/8'EACH END(EXT.TRACK 0.055"THK. 4 3/16" 1 11/1.6(�(�7 p� 1• �� (I 15/16" W � lJ »1 1/8" 1 9/16" 2 3/4" O SASH COVER 1?GLAZING STOP-FIXED LITE 1 s PANEL STOP/FRAME COVEREL �QO U WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC 1 3/8" 0.075"THK 0.070"THK. 0.050"THK. =H�� �_ �_ 'kS�tlCi' 5/16" - �cAr�tApay�ril3r ( Iti.1/2" � 9/16" Kcna UJM dl5ziwl r�� e< UJ<.g O POCKET COVER OPOCKET COVER BILL O MATERIALS 7Q (EXT.TRACK) (INT.TRACK) © TILT LATCH a x Ib J m to WHITE RIGID PVC STEEL-ZINC COATED ITEM DESCRIPTION MATERIAL SUPPLIER = QO m H ' 0.070°THK. WHITE RIGID PVC 1 MAIN FRAME WHITE RIGID PVC "EFS J°d IL o r Nu�z 0.070°THK a O J g m S SEE SHEET 5 2 SASH FRAME WHITE RIGID PVC 'EFS F w¢a 3 GLAZING STOP WITH HANDLE WHITE'RIGID PVC "EFS i m aQ " 4 GLAZING STOP-OPERABLE UTE WHITE'RIGID PVC "*EFS w v U �„ Nr 5 POCKET COVER(EXT.TRACK) WHITE RIGID PVC °`EFS 6 1 POCKET COVER INT.TRACK WHITE RIGID PVC •'EFS o cow oz �o 7 SASH COVER WHITE RIGID PVC •`EFS " rro ad WEEP HOLES: .5 1 7/8"--� 8 REINFORCEMENT(SASH FRAME)15 GA. STEEL ALLOY 100811010' REGENCY PLUS;INC. N O 1 7/8"--I 3/4'X 318"EACH END 9 INTERLOCK COVER WHITE RIGID PVC "EFS U 1 9 1/4'X 9J16°MID SPAN 10 PARTING STOP WOOD PT SYP G=0.55 MIN, a a $w 11 CAM SWEEP LOCK 8 KEEPER STEEL TRUTH W O INTERLOCK COVER O REINF ORCEMENT 18 FIXED MEETING RAIL 12 #12 WOOD SCREW INSTALLATION ANCHOR). STEEL WHITE RIGID PVC SASH FRAME O — S 0.070°THK. STEEL WHITE RIGID PVC 13 1/4'ADVANCED THREADFORM TAPCON STEEL ITW 0.050'THICK 0.066"THK. 14 118 X 11/2,WOOD SCREW STEEL ftb d J.Arta"o"o.P.E. 11 Fy=30-50'SKI 15 7/8"OA INSULATED.GLASS(SEE GLAZING GLASS EDGESEAL Rodda PE.No.497S2 3 DETAIL ON 15/16" Fu=375-68.7 KPSI 13 16 SIKA FLEX 552 EET 4) SILICONE SIKA ��,OQ�`,O EINE.... � I�u�Jj 17 GLAZING STOP-FIXED LITE WHITE RIGID PVC `°EFS 00:' SF'%GN� f-1 3/4-- /16-1 2 3/16' 18 FIXED MEETING RAIL WHITE RIGID PVC "EFS No 49752 3/4" 19 PANEL STOP/FRAME COVER WHITE RIGID PVC "EFS 20 POCKET INSERT-FIXED PANEL WHITE RIGID PVC *''EFS 10 21 FINSEAL WEATHERSTRIP VINYL ULTRAFAB t, STATE OF PARTING STOP 25 REINFQRCEMENT WOOD2 1/16"-I 22 NYLON HOUSED METAL ROLLERS NYLON/STEEL SAUNDERS ENG"G FIILED MEETING RAIL +l 23 HURRICANE TILT LATCH(1057 EWxSEE NOTE BELOW) STEEL-ZINC COATED VISION IND. wrS' g1Ge° STEEL 24 WEEP HOLE COVERS PLASTIC RO-MAI �Of i�%���� 0.050'THICK 20 POCKET INSERT 25 REINFORCEMENT FIXED MEETING RAIL 15 GA STEEL ALLOY 1008/1010 REGENCY PLUS,INC. Fy=30-50 KSI FIXED PANEL 26 1 ENDUR 9.8 SS SPACER STAINLESS STEEL CARDINAL 7� Fu-37.5-68.7 KPSI WHITE RIGID PVC z7 GtnZING PAD(SETTING BLOCK-2NB-8K 12SU2e-026 NEDPRENE FRANK LOWE 0.060'THK NOTE:HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER RODt7CT72H aS 1 1/2" wa Wr�s w 15/1 fi II 13/16" FRAME.NOT SHOWN Rd DRAWING. Oaild og c do -�-- u a°uP��°rlo 0124.12 'ASTM A-A1006A/A109 Q °* EFS:ENERGI FENESTRATION SOLUTIONS �- -� -5/8' 1/8 USA,ING„PER CURRENT MD NOA. Mia i 4.Prodmt