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HomeMy WebLinkAboutNotice of Acceptance MIAMI•DADE RECEIVED MIAMI-RADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND EC NOMIM ff SOT R R) 11805 SW 26 Sheet,Room 208 BOARD AND CODE ADMINISTRATION D SION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE We County, Permitting www.miamidade.gov/economy Regency PIus,Inc. 2000 Locust Gap Highway Mount Carmel,PA 17851 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 de ' c t e o ' 'cane o DESCRIPTION: Series 115405"White PVC Horizontal Sliding Window- 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.l 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 MIAMI-DADS C%Q Expiration Date: July 22,2020 Approval Date: October 11,2018 Page 1 /®/®2�►� 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 Ex mi r 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 6th 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. 18-0122.12) 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 Controlxa 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 I. 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 Pe z,P. . Product Con t r o l txamine NOA No. 1 4 Expiration Date: July 22,2020 Approval Date: October 11,2018 E-3 REGENCY PLUS, INC. IMPACT SERIES 5405HORIZONTAL SLIDER WINDOW- LAH W INSTALLATIONANC.HORAGE DETAILS o � a �v IL 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 c m BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY �fj 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION HAVE A CORROSION RESISTANT COATING. Ea � LL HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS p Z!$� O STATED HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 9,FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO z °a' MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). PRODUCT INSTALLATION. NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED JOINTS.EDGE DISTANCE IS MEASURED FROM FREE ¢ UPON SIGNED AND SEALED TEST REPORT# 72 GLAZING INTERLAYER KURARAY AMERICA,INC. 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE >- to O 3 NCTL•110-11507-1 DATED 08=108,AND ASSOCIATED TROSIFOL INTERLAYER PER CURRENT MIAMI DADE THRU MAN FRAME WITH LOAD BEARING SHIM($). SHELL OF BLOCK 3—j Z LABORATORY STAMPED DRAWINGS AND WERE TESTED IN NOTICE OF ACCEPTANCE INCA). MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH.SHIM O x 2 to p ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN '30, F ..o FN-' TESTING PROTOCOLS TAS-201,TAS-202 AND TAS-203. ®8.NOT USED. SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURERS a 5 m z PLASTIC OR BETTER INSTALLATION INSTRUCTIONS AND ANCHORS SHALL ,�¢ O Q 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE ®9.GLASS MEETS THE REQUIREMENTS OF ASTM E13W-04e1, NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS a 0 w a 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 O z THE FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE 10.DESIGNATIONS"X"AND"O'STAND FOR THE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH ANCHOR MANUFACTURER. Z O S O WITH SAID STANDARDS INCLUDING HIGH VELOCITY FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7B LLu 00 U o Z o E N HURRICANE ZONE(FIVFIZ)REQUIREMENTS. X:OPERABLE PANEL �tiS 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS tt1-1 F-g J �y _ 0:FIXED PANEL HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE K ¢ k 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ FOLLOWING PROPERTIES: N W W �X$ MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS MASONRY,OR DIRECTLY INTO CONCRETE I MASONRY, w z 1.E RESISTING SYSTEM CAPABLE OF WITHSTANDING AND WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) USE IA INCH ITW ADVANCED THREADFORM TAPCONS OF A. WOOD PROTECTION.WOOD PROTECTION.WOOD- rn W TRANSFERRING APPLIED PRODUCT LOADS TO THE SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1,S) SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: PRESSURE TREATED SOUTHERN YELLOW PINE. D E 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 ¢ OR ARCHITECT OF RECORD. WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, 5.1.1. 1 112 INCH MINIMUM EMBEDMENT COMPLY WITH CURRENT EDITION FBC/FRC AS a p !i APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.12, 1-112 INCH MINIMUM EDGE DISTANCE RELATED TO WOOD PROTECTION. — E m 9 5.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND DESIGN STANDARD ARE USED. 5.2. MASONRY SUBSTRATE ®8. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 5.2.1. 1 INCH MINIMUM EMBEDMENT2500 psl AND CONFORMS TO ACI 301. °a STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 12 IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION 522. 2 INCH MINIMUM EDGE DISTANCE m 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. Robert J.Am—,P.E. RECORD, PROTECTIVE SYSTEM IN NOT NEEDED. 6.FOR PARTING STOP INSTALLATION USE tib X 11/2 INCH Flodda P.E.No.49762 8.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE WOOD SCREWS. `,►sill ITF/!/I+ GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE WALL FINISHES,INCLUDING BUT NOT LIMITED TO INSTALLATION TO DEVIATE FROM THE REQUIREMENTS STUCCO,FOAM,BRICK VENEER AND SIDING. . Q�• DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY NO 4A752 :�O ELECT ONE OF THE FOLLOWING OPTIONS: I$`o A.OUTSIDE HVHZ:REQUIRE THAT A LICENSED 1 ENGINEER OR ARCHITECT PREPARE AND SUBMITSTATE OF SITE SPECIFIC DOCUMENTS FOR USE WITH THIS s •T+,T �� DOCUMENT. ROfCT Rfl4mYw v• O R I O P:���� B INSIDE SPECIFICAPPROVAL BEAPPLIED F RAND OBTAINED H7-'REQUIRETFLATA ONE-TIME SITE %ldint;C ��`++`s�a......... VAi FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL TABLE OF CONTENTS 4'mp;v=No I •O �� SHEET REV. SHEET DESCRIPTION Egdes,l/: L'r�s 1 F GENERAL AND INSTALLATION NOTES By. 2 F ELEVATION AND ANCHOR LAYOUTS 4"0'` � ! PRODUCT REVISED m w plying with the Florida 3 F VERTICAL SECTIONS L Building Code 4 F HORIZONTAL SECTIONS,GLAZING DETAIL 8 CORNER DETAIL DESIGN PRESSURE RATING(PSF) AMPACT RATING Expimdoa Do q 6 F CORNER DETAIL B F COMPONENTS AND BILL OF MATERIALS Y�5 0 LARGE MISSILE 8Y IMPACT h'iao Dade Prc,duct L 7 3/4"MAX FROM CORNERS(TYP.) 12"MAX.O.C.(TYP.) @ HEAD&SILL @ HEAD&SILL FROM PARTING 12 1/2"MAX.O.C.(TYP.) STOP CORNERS @ HEAD&SILL 4 ci uj 8114"MAX. FROM PARTING w o STOP CORNERS(TYP.) ¢ " 0 a 5 1/2"MAX. FROM FRAME CORNERS(TYP.) 13" i i 12" 8 O.C.TYP. O u O.C.TYP. j N z 74"MAX, FRAME WIDTH uj u ¢ go 34 3116" 33" ti i MAX. MAX, INSTALLATION ii ?cs o n v; o � ti D.L.O. D.L.O. ANCHOR(TYP.) :� a a zpv �' z 63" ., a C�W nr d� Ily MAX. " PARTING STOP4��fl3 _� E HE GHT ANCHOR(TYP.) 6 MAX.O.C.FROM W o FRAME CORNERS(TYP.) $ w> z 58 3/4" B C STEEL REINFORCEMENTN w MAX. 3 3 FIXED W/(2)EVENLY 3"MAX.(TYP.)@HEAD&SILL mw gm" �i J z D.L.O. FOR WOOD SCREWS SPACED METAL SCREWS 4"MAX,(TYP.)@ HEAD&SILL© a �s $W ii FOR CONCRETE SCREWS g 5 � n S 3"MAX.FROM C.L.(TYR)@ HEAD&SILL© nrueo RobMJ.M ,P.E. F Rodde P.E.No.49752 4 ii 3 4 6"MAX.FROM C.L.(TYP.)@ HEAD& ,pt�rrrruyrr 57 1/2" SILL FOR WOOD MAX, 7' SCREWS. MAX.FROM C.L.(TYP.)@ HEAD& .�`O�P...........GEN Q; Ho 49752 � ii D.L.O. SILL FOR CONCRETE SCREWS. n ANCHOR LAYOUT G °��`�' ii STEEL p0 stare 4 ii REINFORCEMENTEXTERIOR VIER? °iot�5i O R1�• ��; 1 112"x 1/4"WEEP HOLE 2 518"FROM END(TYP.) ,;�� o�ucr RevisPn mv�"a.�mum� 3 .4.r_,.r: ro P!a 18' (l•G D uildb*Co Be ELEVATION E� p 7E118f Q5! '0'°d° c '� Y EXTERIOR VIEW .' e" Mian ad Product � 1 I ONE BY WOOD 1/4" ITW TAPCON #12 WOOD SCREW 12 ONE BY WOOD BUCK BY OTHER 13 INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS (SEE NOTE 5, SHT. 1) 1 1/2" MIN 7/8" MIN. (SEE NOTE 5, SHT. 1) a WOOD BUCK PROTECTION BY EDGE DIST. SHEATHING EDGE DIST. TWO BY WOOD o OTHERS (SEE INST. NOTE BY OTHERS BY OTHERS 4 CONCRETE BY OTHERS 11A) (SEE NOTE 4, SHT. 1) w EXTERIOR FINISH (SEE NOTE 4, SHT. 1) v v v v a ,� 1T/27 MIN. BY OTHERS ;;`•!:?„'�', v a b 1 o v EMBEDMENT #8 X 1 1/2” 1 1/2" MIN.0o w �N WOOD SCREW 3+ EMBEDMENT ° o 14 14 #8 X 1 1/2 14 _•r..;+.; WOOD SCREW �„ Fs� WOOD SCREW �•:� 1/4" MAX. EXTERIOR FINISH �O SHIM" BY OTHERS PACE 10 SHIM SPACE PERIMETER CAULK Qo 10 m BY OTHERSI B PERIMETER CAULK �� BY OTHERS Qo 10 0 0 oa 21 z 5 8 w 1 ` 6 WINDOW a w S 2 4 5 B HEIGHT d+y <7N rm z 16 15 2 P 4 Z= 0 Z' = 18 15 CL t2 w N VERTICAL SECTION B CDNCREM SOB51RA-b �0 WINDOW EXTERIOR oPHRARmodu.sxowN, INTERIOR 02c"> L Pe®StnmAR INTERIOR EXTERIOR HEIGHT SEE GLAZING C VERTICAL SECTION o 1 DETAIL 2 woonsuRstswa> a w -41 _ SHEET 3 15 1.4 OPSUBLEPANELSHOWN, m ,o m 16 wo tStwnnR 4 ¢ 5 a 2 27 INTERIOR 5 4 15 R 21 - 1 JI I 6 RaDert.l.Am N.. P.E. ILII U FIOMc P.E NN. I 24 ' 22A !lob \,\\�. ...,N7:$f 4" PERIMETER CAULK 1u 0�4-��oelysF•.�G. BY OTHERS Qo WOOD SCREW �� No497 2WOOD 8 x 1SCREW14 1/4" NAX. � VSHIM SPACE EXTERIOR FINISH By CONCRETE BYOTHERSTHERS � '::jnd;= .Q • .Q _� ��is�''Q�A1 f (SEE NOTE 4, SHT, 1) 1 1/2" MIN.,+".e cQ c o .' a " EMBEDMENT AS ONE BY WOOD a c ��•-a a o ' PRODUCTRnEMSEDihei�rida r 15 16 16 25 Pi+B�.'ffiIfi�9i ? BUCK BY OTHERS 1/4" I1W TAPCON 13 1 1/2" MIN. addmgcala pgJf, mN�>,� 4esspaa IYs B' e,ita.ntt cone (SEE NOTE 5, SHT. 1) INSTALLATION ANCHOR EDGE DIST. © EXTERIOR EsPUa aQn� Amcpm=N.I -ai241 BxPhati"a Dat WOOD BUCK PROTECTION �j VERTICAL SECTION HORIZONTAL SECTION CONCREIESUBS7RAM D BY BY OTHERS (SEE INST. oPBRBAMPANMSHOWN, Nlua i Nliam' ade kL NOTE 11 A PoMnstnm AR I t 1/4" MAX. SHIM SPACE #8 X 1 1/2" WOOD SCREW Q #8 X 1 1/2" t4 SHIM AS 14 m WOOD SCREW 1/4" MAX. REQUIRED 1 1 1/2" MIN. EMBEDMENT - CONCRETE 3 SHIM SPACE1" MIN. EMBEDMENT - MASONRY 1 1/2" MIN R 15 16 3 7 6 10 13 m EMBEDMENT 10 1 19 17 16 INTE IOR 1/4" ITW TAPCON INSTALLATION ANCHOR 4 0 SHIM AS REQUIRED T w 1 1/2"" MIN. EDGE DISTANCE – CONC. w o� #12 SCREW 12 WOOD L� p 2" MIN, EDGE DISTANCE – MASONRY 00 w S INSTALLATION ANCHOR I O a CONCRETE OR MASONRY n 1 T Q , BY OTHERS E MIN. G •V V EDGEGE D DISTANCE _ (SEE NOTE 4, SHT. 1) ISOLATION MATERIAL BETWEEN J_— 0 2 8 211 23 Q A• WOOD BUCK & MASONRY tri a LL TWO BY WOOD += •:y O O OPENING 8Y OTHERS o� Y a 0 &?.r., Z Z FRAME BY OTHERS r.%ri13 yr ONE BY WOOD G•.t.., ..a. (SEE NOTE 4, SHT. 1) i, •.,yE•;; 1 ,.t:;;'. M1yi�'i N BUCK BY OTHERS a0 SHEATHING (SEE NOTE 5, SHT. 1) > Wpm S BY OTHERS 20 15 EXTERIOR 5 1 10 '' < 7o WOOD 1SCREW 14 10 ERIMEfER CAULK PERIMETER CAULK 14 WOOD SCREW y=0 a¢ p w i BY OTHERS BY OTHERS j 0 s EXTERIOR FINISH NZ BY OTHERS EXTERIOR FINISH y F-m woDD S_ EHORIZONTAL SECTION BY OTHERS 0� FRAME SUBSTRATE HORONTAL SECTION � �Q�E OWN, CONCREM/MASONRY oRZ SMH.A) (OPIEPNLHOR , DW OPFRAElEPA_ $ yy _0 EN FOMDPAbMSA4LNt) g uiF- �p4' pL N NJ a 7/8' O.A. LAMINATED GLASS CONSISTING 15 OF: EXTERIOR LAMINATED GLASS – N 6 W w (2) 1/8' ANNEALED GLASS W/ 0.090" Q - Kmq KURARAY AMERICA INC. TROSIFOL = B INTERLAYER, 0.39" AIRPSACE W/ DESICCANT MATRIX STEEL SPACER, Robert J.AMMM,P.E INTERIOR 1/8" TEMPERED GLASS Flafde P.E.No.49752 15 15 26 � 28 ��.%%,'; SPA ES 4"'1.,�� EXTERIOR 16 INTERIOR o�kQ'-��c " 17 2 \ NO 49752 :o 1/2r EXTERIOR •1�f lyy i GLASS BITEINTERIOR 1/2" GLASS SITE I STATE OF .4w ® ROA.... 1 27 `I 4 � /ONAL 16 ��011rl�`��� � 27 B 42LYJULR RP,M£t m GLAZING DETAIL 1 R ;4Yi RES`19FD a HerFdym,Iab r"ec�rms :ti ur Florido I GLAZING �; ;''`e.`s , v.dcgCodc .tette..aio /4//-{{q/�II11 �w,-,u ra"1 -D12-l.1.2 i ;n5�u J�•.e Pntd�rcl'CpT.t ti- i:�Frcx):k1 WELDED MITERED a CORNER CONSTRUCTION W LL �o W e � 3 N S 0 Z ' b / w g' 0 v �co 12" O.C. Z� J J U V1 DEL aZ Z 14 uj>� W 4 `�= =Z / Lu W J .3tAeN ® co Lu ,� SWg g ©TII.T LATCH a ` W 0.697• STEEL-ZINC COATED W 0.176" 0.323" 8 F 4 SHIM o.345" 0.205" Rn6art J.Muuso,PF CORNER DETAIL I L FlOAda P.E Na 48762 NOTE: 1X PT WOOD BUCK � o.a7r � 0.7os• �aIrteunp,, . PARTING STOP EXTERIOR PERIMETER BY OTHERS 0.166° �-- �.P`�`�pPAES. TO BE SEALED TO 1X PT WOOD BUCK 037" 1� 2260. 00�,.��cE►ug�.%1. Q: Mo 43752 :O WITH SIKA 551 SILICONE S.szz• 0.668" Sl :CU O 0.603" 1.067" Uo : TATLOF1.012° 0.708" ���essfQll3Aq' p� ,� i 0.157' 7 I 0.544" VIDUCY(¢6phwmI, PROD11cr REV)3ED n uaax;,yln IMA 14e FiNva as-mpl)dntl wish the ploida I %i-diq.Crsde Ouldbog Code I hr.c�lxureNio` Aecepiral2KC=lW •D 12 I I G pi:u=Ery A)afi 7A Et' DNc i O I l;sr rrrl47ra4o a 14 I 5 2 SASH FRAME GLAZING STOP-OPERABLE LITE s O1 MAIN FRAME' WEEP HOLES(SILL); O WHITE RIGID PVC 3 GLAZING STOP W/HANDLE O WHITE RIGID PVC m WHITE RIGID PVC 1!2"X 112"EACH END(INT.TRACK) O � 3 0.070"THK. 112"X 3/8"MIDSPAN(INT.TRACK) 0,068"THK. WHITE RIGID PVC 0.055"THK. 5/8'X 318"EACH END(EXT.TRACK, 0.055'THK. o 4 3/16" 1 11/16 —T 5/16" 116, r w a r—� °FZ 0 Lu 2 3/4" a o Oi SASH COVER 17 GLAZING STOP-FIXED LITE 1s PANEL STOP/FRAME COVER 5/16" ' QO 1 3/B" WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC 00 0.075"THK. 0.070'THK. 5/16"0.050"THK. �� �— —L d d esr; ym crt"k m 1/2' 9/16" KjugCode c m 4acp ac e2jo -O ).O 2 o o 4��{ -•----3 1/4•--•� I R 4imeta 2h4 � F13/T8 f�" ^-1 dfuu; a/Fi F'i� 5 POCKET COVER 6 POCKET COVER = o O O 3 BILL OF MATERIALS X 2 (EXT.TRACK) TILT LATCH (INT.TRACK ITEM# DESCRIPTION MATERIAL SUPPLIER of ¢o m g WHITE RIGID PVC STEEL-ZINC COATED ai= WHITE RIGID PVC a_ Z 0.070"THK 0.070"THK 1 MAIN FRAME WHITE RIGID PVC ••EFS a��OH m� !4SEE SHEET 5 2 SASH FRAME WHITE RIGID PVC •••EFS w a p 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC ••EFS z r,z 4 GLAZING STOP-OPERABLE LITE WHITE RIGID PVC '•EFS 9 8E_ I 1 1/16- 1 1 16" 5 POCKET COVER(EXT.TRACK) WHITE RIGID PVC "EFS 3T w R LIE / 6 POCKET COVER INT.TRACK) WHITE RIGID PVC "EFS g g m O e J o 7 SASH COVER WHITE RIGID PVC •'EFS c' wg ®z WEEP HOLES: l 1 7/6"--{ 8 REINFORCEMENT(SASH FRAME) GA. STEEL ALLOY 1008/1010' REGENCY PLUS,INC. Wo ,o 5 1 7/8"--� 314°X 3/8"EACH END 9 INTERLOCK COVER WHITE RIGID PVC ••EFS v" 1 I R 1/4"X 9116"MID SPAN ¢a w��'ffl 10 PARTING STOP WOOD PT SYP G=0.55 MIN. INTERLOCK COVER 11 CAM SWEEP LOCK$KEEPER STEEL TRUTH fi Q REINFORCEMENT O 18 FIXED MEETING RAIL 12 #12 WOOD SCREW INSTALLATION ANCHOR STEEL WHITE RIGID PVC SASH FRAME �WHITE RIGID PVC PTI3 1/4"ADVANCED THREADFORM TAPCON STEEL ITW S 0.070"THK. STEEL 0.068•THK 14 #8 X 1 1/2"WOOD SCREW STEEL R.W J.MM'PH- ' 0.050"THICK `- Fy=30-50 SKI 15 718'0.A.INSULATED GLASS(SEE GLAZING GLASS EDGESEAL FloddaPm No.49762 DETAIL ON SHEET 4 i°usneay" 11Fu-37.5-68.7KPSI ) °°��AMES !"1 15/16" L� qI/16' 16 SIKA FLEX 552 SILICONE SIKA ��°R",.••••••.xN��� 17 GLAZING STOP-FIXED LITE WHITE RIGID PVC ••EFS N�-1 3/4" /16"� 2 3/16" 18 FIXED MEETING RAIL WHITE RIGID PVC ••EFS No 49752 -O19 PANEL STOP/FRAME COVER WHITE RIGID PVC ••EFSr� 20 POCKET INSERT-FIXED PANEL WHITE RIGID PVC "•EFS PARTING STOP 21 FINSEAL WEATHERSTRIP VINYL ULTRAFAB 25 REINFORCEMENT22 NYLON HOUSED METAL ROLLERS NYLON/STEEL SAUNDERS ENG'GWOOD FIXED MEETING RAM 2 23 HURRICANE TILT LATCH(1057 EW)(SEE NOTE BELOW) STEEL-ZINC COATED VISION IND. ��i'ss O R �•A1�`O�� STEEL O POCKET INSERT 24 WEEP HOLE COVERS PLASTIC 0.050'THICK 20 25 REINFORCEMENT FIXED MEETING RAJQ 15 GA. STEEL ALLOY 1006/1010 REGENCY PLUS,INC, F Fy=30-50 KSI FIXED PANEL 26 ENDUR 9.8 SS SPACER STAINLESS STEEL CARDINAL ))1 Fu=37.5-68.7 KPSI WHITE RIGID PVC 27 GLAZING PAD(SETTING BLOCK-2NB 8K-125 028 026 NEOPRENE FRANK LOWE t / 0.060"THK RaoUce with ED 10 9 1 1 2" ®NOTE: HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER w,,,piy�with iym Femida �- FRAME.NOT SHOWN IN DRAWING, ualld'mg Code 13 16' 15/16" / Ac ptance� '0!221 _I 'ASTM A-Al008A/Al 09 A •• EFS:ENERGI FENESTRATION SOLUTIONS T 5/8" 3/4" 1 1/B" USA,INC.,PER CURRENT MD NOA. Kml kde Produ c