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HomeMy WebLinkAboutProduct Approval RECEIVED. MIAMI-DARE DEC 0 5 2018 MIAMI—DADE COUNTY • ST. Lucie County, Permitting RODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC.RES 11805 SW 26 Street,Room 208 BOARD AND-`CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 CEPTANCE OA www.miamidaae.¢ov/economy Regency Plus,In c. '" 3 2000 Locust Gap Highway f Mount Carmel; A1795 This NOA is being issued under thenapplicable 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'4 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,ircludin th DESCRIPTION: Series"5405"White PVC Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. RPLS0063, titled "Impact Series 5405 Horizontal Slider Window", sheets 4 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 Revision-stamp with the Notice of Acceptance number and expiration date by the Miami- Dade Coun Produc 1VIISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this,NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0618.03 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. 18-0122.12 MIAMI•DADE COUNTY Expiration Date: July 22,2019 i Approval Date: March 08,2018 3f11!$ Pa el 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, 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 Product Design Group,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)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 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. Amoroso,P.E. 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. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB 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 Per E. Product Control Efxa iner I No.18- 22.12 Expiration Date: July 22,2019 Approval Date: March 08,2018 E-1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, of complying with FBC 5'Edition(2014) and of no financial interest, dated 06/01/15, prepared by PTC Product Design Group, LLC, signed and sealed by Robert I Amoruso,P.E. 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. 14-0128.06, issued to Regency Plus, Inc. for their Series "5405" White PVC Horizontal Sliding Window - L.M.I., approved on 03/20/14 and expiring on 07/22/19. A� t Manuel P e&4 IP.E. Product Controlxa iner NOA No.1 - 122.12 Expiration Date: July 22,2019 Approval Date: March 08,2018 E-2 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. RPLS0063, Sheets 1 through 6 of 6,titled"Impact Series 5405 Horizontal Slider Window", 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. 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. 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. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 611 Edition (2017),dated January 8,2018,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. 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 Pere P . Product Control ExAvjAer NOA No.18-0122.12 Expiration Date: July 22,2019 Approval Date: March 08,2018 E-3 Q K REGENCY PLUS, INC. IMPACT SERIES 5409 HORIZONTAL SLIDER WINDOW- LMI W INSTALL MONANCHORAGE DETAILS o^ yy R' HN S n. a = INSTALLATION NOTES: F2.T.RHEPRODUCT CT ANCHORAGE SHOWN HEREIN IS DESIGNED 7.MATERIALS: 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE WITH THE CURRENT EDITION OF THE FLORIDA ANCHOR LOCATION SHOWN. MUST BE MADE OF CORROSION RESISTANT MATERIAL ORODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION HAVE A CORROSION RESISTANT COATING.E ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR 2 THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS p elaREIN. 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 MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). PRODUCT INSTALLATION. NOT INSTALL INSTALLATION ANCHORS INTO MORTARCT ETAILS CONTAINED HEREIN ARE A.F. UPON SIGNED AND SEALED TEST REPORT# 72 GLAZING INTERLAYER KURARAY AMERICA,INC. JOINTS.EDGE DISTANCE IS MEASURED FROM FREE LU o NCTLA 10-11507-1 DATED 08110/08 AND ASSOCIATED TROSIFOL INTERLAYER PER CURRENT MIAMI DADE 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE T pO O THRU MAIN FRAME WITH LOAD BEARING SHIM(S). SHELL OF BLOCK. 3N(nz LABORATORY STAMPED DRAWINGS AND WERE TESTED IN NOTICE OF ACCEPTANCE(NDA). MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH.SHIM U S w O ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE WHERE SPACE OF 1116 INCH OR GREATER OCCURS. 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN ?a 1- TESTING PROTOCOLS TAS-201,TAS-202 AND TAS-203. ®6.NOT USED. SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURER'S t/!=Q z PLASTIC OR BETTER. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL Uj 0.O Q 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 a(0-1 N H�$ 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 m p Z THE FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE 10.DESIGNATIONS'r AND b'STAND FOR THE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 12 INCH ANCHOR MANUFACTURER. Z O Q=0 WITH SAID STANDARDS INCLUDING HIGH VELOCITY FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 Uj L)U'�z v n HURRICANE ZONE(HVHZ)REQUIREMENTS. X:OPERABLE PANEL INCH. 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS Lu FF u� F 0:FIXED PANEL 8 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE ¢¢ RR 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ FOLLOWING PROPERTIES: N W W MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 11.A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, RESISTING SYSTEM CAPABLE OF WITHSTANDING AND WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) USE 114 INCH ITW ADVANCED THREADFORM TAPCONS OF A. WOOD PROTECTION.WOOD PROTECTION.WOOD- �Z 10 � TRANSFERRING APPLIED PRODUCT LOADS TO THE SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: ® PRESSURE TREATED SOUTHERN YELLOW PINE. U $ STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER m HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 5.1. CONCRETE SUBSTRATE MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER MUST Q OR ARCHITECT OF RECORD. WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, S.I.I. 1112 INCH MINIMUM EMBEDMENT COMPLY WITH CURRENT EDITION FBCIFRC AS O' w APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.1.2. 1-12 INCH MINIMUM EDGE DISTANCE RELATED TO WOOD PROTECTION. - 5.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND DESIGN STANDARD ARE USED. 5.2. MASONRY SUBSTRATE ®S. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF o_ ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 5.2.1. 1 INCH MINIMUM EMBEDMENT 2500 psi AND CONFORMS TO ACI 301. S STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 12.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION 521 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 MEDIUM WEIGHT WITH DENSITY>117 PCF. Robed J.Aootuso,P.E. RECORD. PROTECTIVE SYSTEM IN NOT NEEDED. 6.FOR PARTING STOP INSTALLATION USE#B X 1112 INCH Fonda P.E.No.49752 WOOD SCREWS. 6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE e� ��SKMES��s;e, GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS � � FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE WALL FINISHES,INCLUDING BUT NOT LIMITED TO eeeF.��:•O E.....9'0- IV ei� INSTALLATION TO DEVIATE FROM THE REQUIREMENTS STUCCO,FOAM,BRICK VENEER AND SIDING. Q0;•\.A S�••.�DG DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY NO 49752 O ELECT ONE OF THE FOLLOWING OPTIONS: A.OUTSIDE HVHZ REQUIRE THAT A LICENSED e *� ENGINEER OR ARCHITECT PREPARE AND SUBMIT STATE QF (U SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. �<`• O R I p'•\�,ee B(NSIDE HVHZ:REQUIRE T A ONE-TIME SITE SPECIFIC APPROVAL BEAPAPPLIED IED FOR ANDOBTAINED eee�iS��IVA"EC1 °e m FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL. TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION ' 1 ' F GENERAL AND INSTALLATION NOTES PRODUCE REVISED 2 F ELEVATION AND ANCHOR LAYOUTS LBuilding plying with the Florida 3 F VERTICAL SECTIONS Code 4 F HORIZONTAL SECTIONS,GLAZING DETAIL$CORNER DETAIL i oe No B^OI'1Z.15 F CORNER DETAILDESIGN PRESSURE RATING(PSE) IMPACT RATING Dat 6 F COMPONENTS AND BILL OF MATERIALS 155.0 LARGE MISSILE IMPACT D4d-.Product � CORNERS(TYP.) 12"MAX.O.C.(TYP.) o @ HEAD&SILL FROM PARTING @HEAD&SILL 12 1/2'MAX.O.C.(TYP.) STOP CORNERS @ HEAD&SILL W 8 1/4"MAX. FROM PARTING W ° STOP CORNERS(TYP.) a 0 5 112"MAX. FROM FRAME CORNERS(TYP.) i! 13" t m 12" 3 'm u O.C.TYP. O �� X O.C.TYP. z o y N rr 74"MAX. i i I- RAME WIDT ii a oo 34 3/16" 33" cn MAX, MAX. INSTALLATION ii ¢o .. D.L.O. D.L.O. ANCHOR(TYP.) ii 3 a a ov rn z 63" li ac�W�Zdo MAX. c�it~n�oZ H FRAME PARTING STOP 6"MAX.O.C.FROM w o U.o 4 HEIGHT ANCHOR(TYP.) FRAME CORNERS(TYP.) ~ ~ o�Wa 58 3/4" B C STEEL REINFORCEMENT N W s 3"MAX.(IYP.)@HEAD&SILL to ,c FMAX. 3 3 FIXED W/(2)EVENLY FOR WOOD SCREWS v s D.L.O. S ACED METAL SCREWS 4"MAX.(TYP.)@ HEAD&SILL G a o W FOR CONCRETE SCREWS a LL /� oa II3"MAX.FROM C.L.(TYP.)@ HEAD&SILL© RobeM1 J.Amo uso,PE Fo I I p F Flodda P.E No.49752 4 ii 3 6"MAX.FROM C.L.(TYP.)@ HEAD& p�rrrrrrq E ii �Do�pp 57 1/2" SILL FOR WOOD SCREWS. `��O0 SPME 4* �� 4 O I, X 4 MAX. 7'MAX.FROM C.L.(TYP.)@ HEAD& Qo; No 43752 P ii D.L.O. SILL FOR CONCRETE SCREWS. II ANCHOR LAYOUT V �• STp7�� 1� REINFORCEMENT EXTERIOR VIEW sIONP."sreo°� 1 112"x 114"WEEP HOLE I� RQDUCf REVISED A 2 5/8"FROM END(TYP.) complying with the Florida uild'"tg Code 3 ccepteoceNo� —01 12 ELEVATION `"""°"°�` EXTERIOR VIEW ,,an nde Product ONE BY WOOD 13 1/4" ITW TAPCON /#12 WOOD SCREW 12 ONE BY WOOD BUCK BY OTHER INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS (SEE NOTE 5, SHT. 1) 7/8" MIN. (SEE NOTE 5, SHT. 1) v 3 WOOD BUCK PROTECTION BY 1 1/2" MIN.Q SHEATHING OTHERS (SEE INST. NOTE EDGE DIST. BY OTHERS EDGE DIST. BY OTTwo HERS SOOD 11A) v cc''� .` c . c (SEE NOTE 4, SHT. 1) ui w CONCRETE BY OTHERS v' EXTERIOR FINISH (SEE NOTE 4, SHT. 1) q a v vo c 1 1/2" MIN. BY OTHERS 10 ': v o EMBEDMENT #8 X 1 1/2" :rt;u', 1 1/2" MIN. N # / '"''`y<` WOOD SCREW 3+�`:'•; EMBEDMENT e o 8 X 1 1 2" in a WOOD SCR 14 ;,i; 14 #8 X 1 1/2' 14 WOOD SCREW EXTERIOR FINISH 1/4" MAX. 1/4" MAX' BY OTHERS SHIM SPACE 10 "� SHIM SPACE PERIMETER CAULK Q0 10 t o 0 BY OTHERS 21 PERIMETER CAULK �� BY OTHERS Qo 1D o J o 1 w 5 8 1 CJ 6 � � 2 4 5 8 HIEIGH a G� JZ U fA 16 15 2 V 4 y=¢�� mN Z VVV �QaOw 16 15 IL 0 rn � } (�L VERTICAL SECTION Lu 6 Omo a CONCRETE SOBSIRA78 a p V c K �4 OPERABLE PANEL SHOWN. w J F d. � WINDOW EXTERIOR F=SBdU-AR INTERIOR EXTERIOR INTERIOR o HEIGHT SEE GLAZING VERTICAL SECTION ch w N w EE ,m DETAIL 215 oPP neLEPPAANELSHOWN. N o 16 SHEET 3 POGO snalLAR v 4 227 a INTERIOR an`� S^ 5 n I� 21 11 9 2 8 16 4 15 a 1 /I 1I Robed J.A­o.P.E. ILII U 6 Fbr5da P.E.No.49752 22 24 � JAMES 4 PERIMETER CAULK 10 23 ' `�P•;�GENSF BY OTHERS 10 #8 X 1 1/2" 21 �="M04117�jNo io #8 X 1 1/2" Q° 14 WOOD SCREW WOOD SCREW 14 � 1/4" MAX. 17 0 � SHIM SPACE Q o�^ STATE OF ;�� EXTERIOR FlNISH :y ,.yt<•I.a: � �OR1QG����,� BY OTHERS �; pQ_ �_ i�ejS,Q ' CONCRETE BY OTHERS-":'Z" 0 1 1/2" MIN. (SEE NOTE 4, SHT. 1) EMBEDMENT i e a ce .a c e PRODUCTREVISED ONE BY WOOD 15 18 16 25 BUCK BY OTHERS 1/4" ITW TAPCON 13 1 1/2" MIN. 0.i gCW INSTALLATION ANCHOR EXTERIOR nccepm"Nol -DI 12 (SEE NOTE 5, SHT. 1) EDGE DIST. © Ezpiralioo DoT VERTICAL SECTION HORIZONTAL SECTION ODD BUCK PROTECTION A CONCRETESUBSIRATE D By BY OTHERS (SEE INST. oPFRBALEPANEL SHOWN, Mimi z a &c NOTE 11A) PD D SMILwR a � 1/4" MAX. SHIM SPACE X I y- #8 X 1 1/2" 14 SHIM AS 14 #8 1 1/2" W000 SCREW m WOOD SCREW 1/4" MAX. REQUIRED 1 1/2" MIN. EMBEDMENT — CONCRETE 1 1/2" MIN SHIM SPACE 15 16 3 7 6 10 1" MIN. EMBEDMENT — MASONRY EMBEDMENT 10 1 19 17 16 INTERIOR 13 1/4" ITW TAPCON INSTALLATION ANCHOR uCi SHIM AS REQUIRED F Q• 1 1/2 MIN. EDGE DISTANCE — CONC. w o� #12 WOOD SCREW t2 p� y 2" MIN. EDGE DISTANCE — MASONRY © o FN o INSTALLATION ANCHOR Q CONCRETE OR MASONRY 7/8" MIN. V BY OTHERS EDGE DISTANCE Q '•Q V (SEE NOTE 4, SHT. 1) a' ..V ISOLATION MATERIAL BETWEEN 0 2 8 21 23 0 Q• A• WOOD BUCK & MASONRY TWO BY WOOD " s -<<•Y' OPENING BY OTHERS 00 N a! o ,, i, O O z FRAME BY OTHERS ^4. }^r.:Y z SEE NOTE 4, SHT. 1 :�2'_.=:;: ?, t] ONE BY WOOD WO ( ) {.,.•:. .�. .;.R BUCK BY OTHERS �0 3 SHEATHING '^' ))wc Q Q (SEE NOTE 5, SHT. 1) > w0 BY OTHERS 20 15 EXTERIOR 5 1 10 :.>: m #8 X 1 1/2" 14 #8 X 1 1/2 3 0,� o eq WOOD SCREW 14 10 PERIMETER CAULK PERIMETER CAULK WOOD SCREW uT2 Q o m W ~ BY OTHERS BY OTHERS IL CL pc� $ z EXTERIOR FINISH _ d z � BY OTHERS EXTERIOR FINISH y r ¢ HORIZONTAL SECTION BY OTHERS z m _� �' WOOD PRAMESUBSTRATE HORIZONTAL SECTION m 0 tai oy O«ey (FUO:D PANEL SHOWN, r CONCRETE/MASONRY SUBSTRATE W z OPERABIB PANE.SBrRI.AR) (OPEtBALEPANELSHOWN, FD[ED PANE.SIMILAR) 00 WH ga N rO Od nZ co t� J O 7/8" O.A. LAMINATED GLASS CONSISTING 0<2 N d 15 OF: EXTERIOR LAMINATED GLASS — g (2) 1/8- ANNEALED GLASS W/ 0.090" —= a m LL KURARAY AMERICA INC. TROSIFOL 8 INTERLAYER, 0.39" AIRPSACE W/ DESICCANT MATRIX STEEL SPACER, RObertJ.Amo,um,P.E. INTERIOR 1/8" TEMPERED GLASS Fk.W.P.E.N.49752 15 Q 15 \ 26 prunrrh ��p�t�JPMES ggr�i�i EXTERIOR 16 / 26® 04Q;..CENtg�.�.QGii 2 \ INTERIOR NO 49752 :`Po 17 I GLA S2 BITE( IRLi[ I -. . EXTERIOR( 1 �.I, ,STAvvT"EX11�tOF\`1 'w INTERIOR 1/2" GLASS BITE .1.1 MIN // & 1 27A 4 16 6 RODUCr REVISM GLAZING DETAIL 1 GLAZING DETAIL 2 dLC dWtchu��i�a. �aa .p12'1< 4 cci6niee iJu1 i Rte, q sl-de I i a � � a WELDED MITERED s CORNER CONSTRUCTION W FU z 1 F- 6m 10 w a z m 3 . i W a . or a a 2"O.C. _; co 0i (TYP.) a as ZCi '0 Z -J< 0c3 14 rl-�0W � " 14 Us 0;5 =� 9 � \ C90V�U 3. zo co Stet W �g�s © TILT LATCH ¢ 'e 0.697• STEEL-ZINC COATED a LL 0.176" 0.323" 8 4 SHIM °.345` 0.205" RobedJ.Pmo -,P.F- AECORNER DETAIL I L Florida P.E No 49752 NOTE: 1X PT WOOD BUCK °•3Tr 0.7°9• ,1111111111" PARTING STOP EXTERIOR PERIMETER BY OTHERS °'1�• °°°QR.......ES a�0°1i TO BE SEALED TO 1X PT WOOD BUCK 0.377"- 0.166"j .3n• 2260, 1��: No 49752 WITH SIKA 551 SILICONE 5.622" e 0 0.803' 1.067' O Q STAT OF 1.012' Tl0 0.709` +��5ORS� 4� i OT�i i 0 1-0.544* .157' PRO13UCTREViSFD w cenplYinB wig the F1uiiQa 0.4d.S Cade Acaejiahtc 2Ju� .l2 ' titPir ?tale BY :s;--tJdeci f a Oi MAIN FRAME WEEP HOLES(SILL): O SASH FRAME GLAZING STOP-OPERABLE LITE WHITE RIGID PVC 1/2"X 1/2"EACH END(INT.TRACK) WHITE RIGID PVC Q GLAZING STOP W/HANDLE ® WHITE RIGID PVC m w 1/2"X 3/8'MIDSPAN INT.TRACK 0.068"THK. WHITE RIGID PVC 0.055"THK. 3 0.070"THK. ( ) 5/8'X 3/8"EACH END(EXT.TRAC 0.055'THK. 5/16" �_ 4 3/16" 1 11/16 T (� 15/16" w b i _�.- 1,6" �--5/16" cc 0 a oV o 2 3/4" Q SASH COVER 17 GLAZING STOP-FIXED LITE 19 PANEL STOP/FRAME COVER Q❑ I 3/8" WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC U 0.075"THK. 0.070"THK. 0.050'THK O0� 5/16" �_ 5/16" 1/2" 9/16" m 3 1/4 —r o z 5 o 1 3/8" 1" �I--1 5/8".I zit it<: o I O POCKET COVER O6 POCKET COVER ¢ uj W (ERT.TRACK) (�,�,C� � TILT LATCH BILL OF MATERIALS v Q0 WHITE RIGID PVC STEEL-ZINC COATED ITEM# DESCRIPTION MATERIAL SUPPLIER vi= �o WHITE RIGID PVC m a a z ' Z 0.070"THK 1 MAIN FRAME WHITE RIGID PVC "EFS ¢ O d 0.070"THK SEE SHEET 5 2 SASH FRAME WHITE RIGID PVC "EFS y t w 0 O 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC '•EFS Z co _¢ 4 GLAZING STOP-OPERABLE LITE WHITE RIGID PVC •"EFS 00 U c Fn: v 1 1/16" 1 1/16- 5 POCKET COVER(EXT.TRACK) WHITE RIGID PVC "EFS z o~ w 6 POCKET COVER INT.TRACK) WHITE RIGID PVC "EFS 7 SASH COVER WHITE RIGID PVC "EFS wO LL� WEEP HOLES: 8 REINFORCEMENT(SASH FRAME)15 GA STEEL ALLOY 1008/1010' REGENCY PLUS,INC. m o t m d 1 7/8-- I 3/4"X 3/8'EACH END 15 v 114"X 9/16'MID SPAN 9 INTERLOCK COVER WHITE RIGID PVC "EFS ¢ B�'2 10 PARTING STOP WOOD PT SYP G 0.55 MIN. d m w 11 CAM SWEEP LOCK&KEEPER STEEL TRUTH O INTERLOCK COVER Q REINFORCEMENT - - I 18 FIXED MEETING RAIL 12 #12 WOOD SCREW INSTALLATION ANCHOR STEEL °n WHITE RIGID PVC SASH FRAME WHITE RIGID PVC 13 1/4"ADVANCED THREADFORM TAPCON STEEL ITW 0.070"THK STEEL 0.066"THK 14 #8 X 1 1/2"WOOD SCREW STEEL — Room Jmon�w .A ,PZ Fy 0 30-r50 SKI 15 7/8"O.A.INSULATED GLASS(SEE GLAZING GLASS EDGESEAL Mrua P.E.No.49752 DETAIL ON SHEET 4 "%111111118% 15/16" Fu=37.5-68.7 KPSI ) 4%,% SKMES !"4 I! �l 16 SIKA FLEX 552 SILICONE SIKA °� qRJ 2 3/16" 17 GLAZING STOP-FIXED LITE WHITE RIGID PVC0 13 "EFS �; F•.G �}- /16"T-r 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 O10 PARTING STOP 21 FINSEAL WEATHERSTRIP VINYL ULTRAFAB STATE OF .w 25 REINFORCEMENT 22 NYLON HOUSED METAL ROLLERS NYLON/STEEL SAUNDERS ENG'G A. C WOOD FIXED MEETING RAMI. 2 1/16" r� .........I..-- 23 HURRICANE TILT LATCH(1057 EW)(SEE NOTE BELOW) STEEL-ZINC COATED VISION IND. �r S STEEL 24 WEEP HOLE COVERS PLASTIC RO-MAI 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 ENDUR 9.8 SS SPACER jSTAINLESS STEEL CARDINAL f Fu=37.5-68.7 KPSI WHITE RIGID PVC 27 GLAZING PAD SETTING BLOCK-2NB-BK-125-028-026) NEOPRENE FRANK LOWE E 0.060`THK NOTE: HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER R('' REVISED I 1 1/2" ® Building io9 wish the Finrlda 13 16" FRAME.NOT SHOWN IN DRAWING, lu-pl)iN 15/16" / Acmp�anccTb -D14R.l�1 -� •ASTM A-Al008A!A109 Kation q EFS:ENERGI FENESTRATION SOLUTIONS 5/8" �-----�--3/4" 1 1/8 /S'• USA,INC.,PER CURRENT MD NOA. °y h4iari ade Product e! t