Loading...
HomeMy WebLinkAboutNotice of Acceptance RECEIVED NOV 7 0-9 M IAM I•DADE •�,-� l-ua•o MIAMI—DADE COUNTY A_ ahllk • Y _ r itFn4 PYPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONO C SOURCE (RE ) 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.gov/economy. Regency Plus,Inc. 2000 Locust Gap Highway Mount Carmel,PA 17851 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County 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 Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 115405"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 CMIAMI&DE C0 j Expiration Date: July 22,2020 A,peroval Date: October 11,2018 Page 1 Y1010 21�8 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 FSC 511 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 , ZProduct Control Ex4Ei>kr 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 Control fxaffiiner NOA No. 19-T911.04 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. �N�aek�? Manuel Pe z,P. . Product Controlxaminer NOA No. 1 - 4 Expiration Date: July 22,2020 Approval Date: October 11,2018 E-3 Q K REGENCY PLUS, INC. m a IMPACT SERIES 5405 HORIZONTAL SLIDER WINDOW— LMI 4 W INSTAUATIONANCSORAGE DETAILS W LL o � a o� a a INSTALLATION NOTES: E1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 7.MATERIALS: 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH B.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 o o fO BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL'ENERGI FENESTRATION HAVE A CORROSION RESISTANT COATING. 4 rn LL HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS O STATED HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 9.FOR HOLLOW BLOCK AND GROUTFILLED BLOCK DO z '- — MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). PRODUCT INSTALLATION. NOT INSTALL INSTALLATION ANCHORS INTO MORTAR �to W 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED JOINTS.EDGE DISTANCE IS MEASURED FROM FREE q:U, SIGNED AND SEALED TEST REPORT 9 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 WF- UPON O NCTL-110.11507-1 DATED 0820108 AND ASSOCIATED TROSIFOL INTERLAYER PER CURRENT MIAMI DADE THRU MAIN FRAME WITH LOAD BEARING SHIM(S). SHELL OF BLOCK ¢?�_�Z LABORATORY ACCORDANCE WITH HEGDRAWINGS H VELOCITY HURRICANE ZORE NE IN NOTICE OF ACCEPTANCE(NDA). MAXIMUM ALLOWABLE SHIM SIZE IS 114 INCH.SHIM =(=7^�O O vi WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN ¢F- TESTING PROTOCOLS TAS-201,TAS-202 AND TAS-203. ®8.NOT USED. SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURER'S 41=¢I.- SHIM(S) PLASTIC OR BETTER. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL <n- 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 IL(0 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 >. p 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 12 INCH ANCHOR MANUFACTURER. z t p WITH SAID STANDARDS INCLUDING HIGH VELOCITY FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 0 00 U o Z E HURRICANE ZONE(HVHZ)REQUIREMENTS. X.OPERABLE PANEL INCH. 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS W l< e,$ O:FIXED PANEL 8 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE ¢¢ 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ FOLLOWING PROPERTIES: n w w 0 9 MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 11.A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADSMASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, w ,o 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- N W ID 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. 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 d d OR ARCHITECT OF RECORD. WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, S.I.I. 1 12 INCH MINIMUM EMBEDMENT COMPLY WITH CURRENT EDITION FBCIFRC AS 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. 51. MASONRY SUBSTRATE ®B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF " ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 51.1. 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 511. 21NCH MINIMUM EDGE DISTANCE zL 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#8 X 1 12 INCH Fiodda P.E.No.49752 WOOD SCREWS. itl,1�171I E 6 GENERIC INSTALLATION AND MAY NOT REFLECDESCRIBED ACTUAL CONDITIONS ��title PPAES l/l/l FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE 7 WALL FINISHES,INCLUDING BUT NOT LIMITED TO LUDE i INSTALLATION TO DEVIATE FROM THE REQUIREMENTS STUCCO,FOAM,BRICK VENEER AND SIDING. DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY HD 49752 tN0 ELECT ONE OF THE FOLLOWING OPTIONS: * Q 1�•� A OUTSIDE HVHZ:REQUIRE THAT A LICENSED _ '. ENGINEER OR ARCHITECT PREPARE AND SUBMIT STATE OFSITE DOCUMENT.SPECIFIC DOCUMENTS FOR USE WITH THIS ADDUCT RF.NEFYLw B.INSIDESPECIFIC APPR(Q IRE THAT lk.FlDd& PLIED FOR AND OBTAINED quidlCud.ith fo�eA;ell ,N FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL TABLE OF CONTENTS 4,xrpterrce No '0 20� Ezp%aa;ley wu SHEET REV. SHEET DESCRIPTION 1 F GENERAL AND INSTALLATION NOTES 'B7 VISED 2 F ELEVATION AND ANCHOR LAYOUTS " ocf as PRODUCT firth the Florid. Mrodw 3 F VERTICAL SECTIONS BL114 L.Code Ac�epinooe No 8-0172.12 i 4 F HORIZONTAL SECTIONS,GLAZING DETAIL&CORNER DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING Expo.tiw D.l 9 5 F CORNERDETAIL 6 F COMPONENTS AND BILL OF MATERIALS 355 0 LARGE MISSILE v IMPACT Mi Dade Product i i 7 3/4"MAX FROM z CORNERS(TYP.) 12"MAX.O.C.(TYP.) FROM PARTING @HEAD&SILL 12 1/2"MAX.O.C.(TYP.) 2 STOP CORNERS HEAD&SILL 9 W 4 FROM PARTING w o STOP CORNERS(TYP.) a <v a 0 PFROMFRAME', 12"O i X O.C.TYP. o S N74"MAX. zFRAME WIDTH ? w343 � ;MAX. MAX. ?o ti li =�FOs2 ~ D.L.O. D.L.O. ANCHOR(TYP.) , J<Qa zo v ..z 63.. a c9 w a MAX. PARTING STOP uzi ci<_a 4 FRAME 6"MAX.O.C.FROM c�o o z y r HEIGHT ANCHOR(TYP.) s o 10 sir LIR FRAME CORNERS(TYP.) o (n � � z 58 3/4" B C STEEL REINFORCEMENT 3"MAX (TYP.)@HEAD&SILL MAX. 3 3 FIXED W/(2)EVENLY co D.L.O. FOR WOOD SCREWS v SPACED METAL SCREWS 4"MAX.(TYP.)@ HEAD&SILL© ��i- FOR CONCRETE SCREWS - LL ii ii F 3"MAX.FROM C.L.(TYP.)@ HEAD&SILL fmbenJ.Amous".P.E. FO 11 p G Fladda RE No.49752 3 6"MAX.FROM C.L.(TYP.)@HEAD& otill, u,,,� ° �Q�Q.D 57 1/2" SILL FOR WOOD SCREWS. ��.� �PES.g49•,° 4O it X 4 MAX. 7"MAX.FROM C.L.(TYP.)@ HEAD& .`0��•���EN3 •�9p' Q? No 49752 iiD.L.O. SILL FOR CONCRETE SCREWS. li G - ANCHOR LAYOUT ' 9: STpT�EF ii STEEL EXTERIOR VIEW R REINFORCEMENTN %��� 1 1/2"x 1/4"WEEP HOLE �1 I� ��sPdE� PROnucrRsvtsen A 2 518"FROM END(TYP.) 9 wf,gr ee�uaiarFurtm Y A scomplyi�$with it.Florida t°xra,rre lV"/8• ll•0f���yr Building Code. 'Ol,�.l 3 Eaplroti""6 to 2VL� Axcpt"nee T1" ELEVATION pimfl °�` By y EXTERIOR VIEW Ntam ads product Munn' ado P-da ONE BY WOOD1/4" ITW TAPCON #12 WOOD SCREW 12 ONE BY WOOD BUCK BY OTHER t3 INSTALLATION TION ANCHOR BY OTHERS (SEE NOTE 5, SHT. 1) " MI 7/8" MIN. (SEE NOTE 5, SHT. 1) WOOD BUCK PROTECTION BY 1EDGE DIST. SHEATHING EDGE DIST. TWO BY WOOD g 3 OTHERS (SEE INST. NOTE BY OTHERS BY OTHERS o 1 1 A CONCRETE BY OTHERS ) v. EXTERIOR FINISH (SEE NOTE 4, SHT. 1) �m ,lY o v v v 1 1 2" MIN. BY OTHERS ;.yT ::y o a (SEE NOTE 4, SHT. 1) v. c / w o 10 v .v o EMBEDMENT #8 X 1 1/2" ?r,:,; 1 1/2" MIN. 'o w^ WOOD SCREW ;r§+:`"•: EMBEDMENT a o #8 X 1 1/2"14 :`"J`` 14 #8 X 1 1/2"14 <"?'� a WOOD SCR `` WOOD SCREW 1/4" MAX. z EXTERIOR FINISH SIM SPACE t0 SHIM SPACE BY OTHERS PERIMETER CAULK QO 10 m w BY OTHERSI 6' PERIMETER CAULK �� o BY OTHERS 0 t0 o a o 21 w WINDOW 2 4 5 8 > w HEIGHTy ng 16 15 2 4U ?(7�¢O v vi yx¢F-F>� .'¢a .TOwz 16 15 aC7- mm L)U) OQ m B VERTICAL SECTION C, CONCRETE SUBSTRATE OO LU OPERABLELSHOWN. w"�I— w E WINDOW EXTERIOR SDdILAR INTERIOR EXTERIOR INTERIOR 2 0o g V) HEIGHT SEE GLAZING VERTICAL SECTION N W �� I_ DETAIL 2 C WOOHSUB51RA7E w F SHEET 3 15 OPERABLEPANELSHOWN. N 19 f€_ 16 FDLBDSIMILAR FFi 5 2 4 INTERIOR .a�a 27 8 - 5 P1 11 9 2 8 16 4 15 S n I� 1 11 I` 6 Floridaobert I Amoroso.P.E. �nl u Lf FloP.E.P. No.4974 22 24 u 23 e,�\\P,'SAMES�Ne PERIMETER CAULK 10 OG BY OTHERS 10 #8 X 1 1/2" 21 �� 4: No 497 #8 X 1 1/2" Q° 14 WOOD SCREW 17 1/4" MAX. WOOD SCREW ,4 Q STATE E'pP _LSHIM SPACE 13. FINISH EXTERIOR OTHERS 1 1/2" MIN. ONA CONCRETE BY OTHERS-'-.Z.. . e (SEE NOTE 4, SHT. 1) ;}'eQ a '. e o o a EMBEDMENT �, ..• RODOR'1' aomwin ONE BY WOOD �.4 0 �� a 15 18 is 25 A eaoplyfaRvA the lbob PRODUyffiS. SED AremPlYmB wish Nie F'4rida 1 4" ITW TAPCON 13 a 4L. 1 caps Buildingcoag BUCK BY OTHERS / 1 1/2" MIN. A«epteeeerTs�B'0411.04 (SEE NOTE 5, SHT. 1) INSTALLATION ANCHOR EDGE DIST. EXTERIOR evire oa Date EzP mT on�t "D124.12� 9 WOOD BUCK PROTECTION A VERTICAL SECTION 4HORIZONTAL SECTION AL BY OTHERS (SEE INST. OPPERBALEPHy ANELSHOWN, D SUBSTRATE alam Lvliem" ede PtoouoT NOTE 11A) FDW S241AR ' f 1/4" MAX. SHIM SPACE #8 X 1 1/2" WOOD SCREW #8 X 1 1/2" 14SHIM AS 14 2Lm WOOD SCREW 1/4" MAX. REQUIRED 1 1/2" MIN. EMBEDMENT - CONCRETE 1 1/2" MIN SHIM SPACE 15 18 3 7 6 10 1" MIN. EMBEDMENT - MASONRY EMBEDMENT 10 1 19 17 16 INTERIOR 13 1/4" ITW TAPCON INSTALLATION ANCHOR SHIM AS REQUIRED m 12 WOOD SCREW V- ' 1 1/2"" MIN. EDGE DISTANCE - CONC. w o # L�� Q. 2" MIN. EDGE DISTANCE - MASONRY 'o0 F E INSTALLATION ANCHOR12 a. Q � . CONCRETE OR MASONRY O 4 . BY OTHERS 7/8" MIN. V •Q . EDGE DISTANCE SEE NOTE 4, SHT. 1) I 4' •.Q ISOLATION MATERIAL BETWEEN ¢ m 1 0 2 8 21 23 o Q• Q• WOOD BUCK & MASONRY �rii .14 o LL TWO BY WOOD "'.:•. -;r OPENING BY OTHERS Zw o e FRAME BY OTHERS fx; ONE BY WOOD (SEE NOTE 4, SHT. 1) ';t:;4% V U v.rs BUCK BY OTHERS ccO <'o SHEATHING "'_+. Q '4 (SEE NOTE 5, SHT_ 1) a o BY OTHERS 20 15 EXTERIOR 5 1 10 #8 X 1 1/2" zo N¢ c� vi WOOD 8 X 1SCREW 14 10 ERIMETER CAULK PERIMETER CAULK 14 WOOD SCREW vi=<�a }y BY OTHERS BY OTHERS �, a 0U' $ �z EXTERIOR FINISH OTHERS EXTERIOR FINISH y F LU CC HORIZONTAL SECTION BY OTHERS 5 E WOOOPRAMESUBSTRATE HORIZONTAL SECTION IU o��N A, "MPANELSHOWN, C0NCREIE(MASONRY SUBSIiUTE W J Z m eN OPERA9LEPANII.SQrID.AR) (OPERHALEPANELSHOW, K N W O FI77p=D PANEL SASQ.ARj LU LUW NN d�E� J L"fit 7/8" O.A. LAMINATED GLASS CONSISTING ¢z 15 OF: EXTERIOR LAMINATED GLASS - (2) 1/8' ANNEALED GLASS W/ 0.090" KURARAY AMERICA INC. TROSIFOL = o INTERLAYER, 0.39" AIRPSACE W/ - o DESICCANT MATRIX STEEL SPACER, Robartl A'DNSO,P.E. INTERIOR 1/8" TEMPERED GLASS Fkdd.P.E.N.49752 galls 15 15 EXTERIOR � 26 16 � / 26® ,g�O���,, 2 \ INTERIOR 0: 4 SF o %I. 17 - N 49752 I.o 1 2" EXTERIOR GLASS BITE INTERIOR 1/2" GLASS BITE STATEIOF ,•w ® 1 27 4 '0.0 SON it 16 27 f � 8 tisN6'VtM � GLAZING DETAIL 1 �, PRODUCT �..a:;;._,c�a« P�r' w(th u rto�;a GLAZING DETAIL 2 . •)a/g- pq r:oPac«jn d.1 D12-2.r2 e•�;�F�s�.:.�L?cec 2oZo nao� q I 1 ,y : 6,k rrub C-- • i:'tde F-d:b c I � a WELDED MITERED ^ CORNER CONSTRUCTION W m 1 10 0 0 eL o �a N z ��¢ /0110' cr 3 � } o 12"O.C. _,-uj v; 14 Wma: � �ZL W " � 14 z54=z \ (90 00 Jul 10 N W 2 wGO 1 � ® ® U V'mt TILT LATCH w 0 .697• STEEL-ZINC COATED krL.-ff! 0.176° 0.323• g 4 SHIM °' 5° - 0.205• R.t dJ.A.—..P.E T Florida RE No.49752 NOTE: CORNER DETAIL 1 X PT WOOD BUCK T 0.371° ❑ 0.709• PARTING STOP EXTERIOR PERIMETER BY OTHERS 0.166° A TO BE SEALED TO 1X PT WOOD BUCK 0371" — 6" 22� V No 49752 %'49752 o' Q; .� WITH SIKA 551 SILICONE 0.669. O 0.603° 1.067' O �:, STATE OF :Vw T 1.012° � 0.709' 4�'�i•�.ORVQr'���0 0.157 0.544° 4tII9U^i' 1 PRODIIC.T RnV15® I es^_z;3a;;Btilai?uifh 16�fflaeCdp as u.nP1Y+r8 with the Florida Rrd lag rns?c 4r.�f gCmfoo Ig` Duiid'dag Code C•p3,-utf.,2 i1nf. 20 j gatxYA gy py. 1i,tr TAti^^radws' c h9i .ask.S7.v_L•ctL 4 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 0 GLAZING STOP W/HANDLE O WHITE RIGID PVC m 0.070"THK. 1/2"X 3/B'MIDSPAN(INT.TRACK) 0.068"THK. WHITE RIGID PVC 0.055•THK. S 518•X 3/8'EACH END(EXT.TRACK, J� T o 0.055"THK. U n 5/16" —� 9 a 4 3/16" 1 11/16'��,J/ /I_T 15/16" 1 1•• ly�� (�u lJ I� m 1 9/16" / rr c r o 2 L O SASH COVER 17 GLAZING STOP-FIXED LITE 1s PANEL STOP/FRAME COVER ❑ WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC 1 3/8" 0.075"THK 0.070•THK. 0.050"THK. 00� L 5/16" �_ �_ 2atHH1Ce'� x5/16" a cv111*11 4c, 6itr Jam, 1/2 9/16" v�Idi_gC d. (f�(((---���f o o narpt.��:_c Pio -O .04- 3 1 4" I [izpirat m Data 20 i m o / — 1 3/6"f 1„ Ftv cn I-1 5/8".I z o rc itWnl a:i-pro 1¢ O POCKET COVER @POCKET COVER ¢ W (ERT.TRACK) (INT.TRACK) © TILT LATCH BILL OF MATERIALS z m^"'g H WHITE RIGID PVC STEEL-ZINC COATED REM# DESCRIPTION MATERIAL SUPPLIER vi_ �o m� ~ WHITE RIGID PVC a a z = i 0.070"THK. 1 MAIN FRAME WHITE RIGID PVC "EFS ZI _j< O 0.070'THK. SEE SHEET 5 2 SASH FRAME WHITE RIGID PVC "EFS a t,w m 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC "EFS z 2 ,_ 4 GLAZING STOP-OPERABLE LITE WHITE RIGID PVC "EFS vo c¢i c~ $m 1 1/16" 1 16" 5 POCKET COVER(EXT.TRACK) WHITE RIGID PVC "'EFS z / 6 POCKET COVER INT.TRACK WHITE RIGID PVC "EFS w g^ 7 SASH COVER WHITE RIGID PVC "EFS `� wa 1 1 7/8'--I WEEP 14OLES: 8 REINFORCEMENT(SASH FRAME)15 GA. STEEL ALLOY 100811010' REGENCY PLUS,INC, y o 1 �� 1 7/8" 50 3/4"X 3I8'EACH END t—0 1/4"X 9116"MID SPAN 9 INTERLOCK COVER WHITE RIGID PVC •'EFS < v 5 10 PARTING STOP WOOD PT SYP G=0.55 MIN. d w @ REINFORCEMENT 11 CAM SWEEP LOCK&KEEPER STEEL TRUTH O INTERLOCK COVER 18 FIXED MEETING RAIL 12 #12 WOOD SCREW INSTALLATION ANCHOR STEEL — a WHITE RIGID PVC SASH FRAME WHITE RIGID PVC F 13 1/4"ADVANCED THREADFORM TAPCON STEEL ITW - 0.070'THK STEEL HICK 0.066"THK. 14 #8 X 11/2"WOOD SCREW STEEL — RobadJ.Amorua9,P E. F 0.0 30-r50 SKI 15 7/8"OA.INSULATED GLASS(SEE GLAZING GLASS EDGESEAL Florida P.E.No.49752 y DETAIL ON SHEET °°oueerrr Fu-37.5-68.7 KPSI ) °�°° e,i1 15/16 �� o 16 SIKAFLEX 552 SILICONE SIKA °�FQ�.,GEA1 q ����i T ip 2 3/16" 17 GLAZING STOP-FIXED LITE WHITE RIGID PVC "EFS �0; v.� 3F;9p i /16" 18 FIXED MEETING RAIL WHITE RIGID PVC "EFS A No 49752 :o I 3/4" 19 PANEL STOP/FRAME COVER WHITE RIGID PVC "EFS `1I'./*�rI d� 20 POCKET INSERT-FIXED PANEL WHITE RIGID PVC "EFS N/� 1 y w(�� 10 PARTING STOP 21 FINSEAL WEATHERSTRIP VINYL ULTRAFAB STATE OF .4i O 25 REINFORCEMENT I 6 WOOD FIXED MEETINGRAII. 2 1/16"—I 23 HNURRICANETILT LATCrH 1 SOLIERS NYLON/STEEL SAUNDERSENG'G ��fS,(OR1pPG�`e STEEL 24 WEEP HOLE COVERS ( EWxSEE NOTE BELOW) PLASTICZINC COATED VISRO'MAI ON IND 0.050"THICK 20 POCKET INSERT 25 REINFORCEMENT FIXED MEETING RAIL 15 GA. STEEL ALLOY 100811010 REGENCY PLUS,INC, Fy=30-50 KSI FIXED PANEL 26 ENDUR 9.8 SS SPACER I STAINLESS STEEL CARDINAL T0 Fu=37.5-68.7 KPSI WHITE RIGID PVC 27 GLAZING PAO SEffING BLOCK-2NB�K-125028-026) NEOPRENE FRANK LOWE I 0.060'THK Rouu)iMEll th. ®NOTE:HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER ss ramd»wiV,t�pia ED 1 1/2" T FRAME.NOT SHOWN IN DRAWING. ualldirng Cade fl;316" 15/16" Acap�ra • A1008A/A109 Q Nu 'aIZY 14 J— .. alloa Th q ASTM A- EFS:ENERGI FENESTRATION SOLUTIONS By -�-- 5/8" �3/4„ 1/8 USA,INC.,PER CURRENT MD NOA. M, product z