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HomeMy WebLinkAboutproduct approval (2) 1/4" MAX. SHIM SPACE #8 X 1 1/2" WOOD SCREW #8 X 1 1/2" 14 SHIM AS 14 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 13 EMBEDMENT 10 1 19 17 16 INTERIOR 1/4" ITW TAPCON INSTALLATION ANCHOR d SHIM AS REQUIRED F V 1 1/2"" MIN. EDGE DISTANCE — CONC. w o� #12 WOOD SCREW 12 p 2" MIN. EDGE DISTANCE — MASONRY D INSTALLATION ANCHOR 4 a� CONCRETE OR MASONRY V . BY OTHERS 7E D MIN. SEE NOTE 4, SHT. 1) EDGE DISTANCE � ( J a' .Q ISOLATION MATERIAL BETWEEN to o 2 8 21 230 Q Q, WOOD BUCK & MASONRY 3W a TWO BY WOOD %.;- O O OPENING BY OTHERS ooh !'2 o FRAME BY OTHERS •.�s> i';; Ifs, ONE BY WOOD §z up ( ) Y ✓ :y BUCK BY OTHERS �o �'g SEE NOTE 4, SHT. SHEATHING '`' +`"'• Q SEE NOTE 5, SHT. 1 > BY OTHERS 20 15 EXTERIOR 5 1 . 10 .. :, :.. ^i #8 X 1 1/2" z Na vi -- 8.X 1 1/2" aZIm rr�A�i nn K PFRIAAFTFR rni1 14 WOOD SCREW y=. �o m W W BY OTHERS BY OTHERS a 2 EXTERIOR FINISH a Nz BY OTHERS EXTERIOR FINISH N w a " BY OTHERS E HORIZO AL�STECTION HORIZONTAL SECTION o 0 o� 4 (POFD PANEL SHOWN, r CONCRETE/MASONRY SUBSTRATE W JF 92 �JN OPERABLE PANELSIMLAR) (OPERBAiEPANELSHOWN, LL Im FOOD PANEL SBdQ.AR) C lnz N FQ I�sm� 7/8" O.A. LAMINATED GLASS CONSISTING as d 15 OF: EXTERIOR LAMINATED GLASS — �N (2) 1/8" ANNEALED GLASS W/ 0.090" amLL KURARAY AMERICA INC. TROSIFOL = 8 INTERLAYER, 0.39" AIRPSACE W/ 'c DESICCANT MATRIX STEEL SPACER, Robert J.A-.P.E. INTERIOR 1/8" TEMPERED GLASS Florida P.E.N.49752 15 © 15 26 � JPMES EXTERIOR 16 PTA 2 INTERIOR I ��• F •: 17 GN No 49752 io — GLASS BITE[ IN EXTERIOR I TERIOR 1/2" GLASS BITE STATE OF� .W �tc•��OFI�Q�•�a�� 1 274 hg4total p`` 16 \ 27 � 8 Ro��rrREYlsEfl GLAZING DETAIL 1 GLAZING DETAIL 21fdmg Co�dims co H•i�b L�amid 'ude .,• li_s4ePw�mlC WELDED MITERED s CORNER CONSTRUCTION W 0 ' a o 10v o P O mm � 0 N N LL J O Z r Ir H / } w or o 2"O.C. J n y 14 �0WNom 14 z=Q=w a �a / \ WEU p W E�l IruiN ® TILT LATCH 0.697• STEEL-ZINC COATED 0.176^ � LL 0.323" g 14 SHIM 17'15• :I 0.205• Robert J.Anioruso.P.E AE CORNER DETAIL �'daP�No.d97� NOTE: 1X PT WOOD BUCK 0�3n" AP 0.709• ..u�e�+r++rq PARTING STOP EXTERIOR PERIMETER BY OTHERS °1ss• -[—f �e.�" oEEM�!19p�G� f TO BE SEALED TO 1X PT WOOD BUCK UP"— TO 2.260' ��;' Ido 49752 Po WITH SIKA 551 SILICONE 5.622• 0.000• ❑ O 0.603• 1.067• 0STAT OF aT:T 1.012• T, 0.709• '•,�S• o R 1�. p�. - 0.544° 0.157 PRODUCFRHVISED as mapiyi"g with tee Flotilla f RuiidaiI Cod, Ac�cp:atrtt 6y A3: DcugF rvv&-m i i t Oi MAIN FRAME WEEP HOLES(SILL): O SASH FRAME GLAZING STOP-OPERABLE LITE 1/2'X 1/2'EACH END INT.TRACK) WHITE RIGID PVC 3 GLAZING STOP W/HANDLE ® WHITE RIGID PVC m WHITE RIGID PVC ( ) 0.068"THK. 0.070"THK. 1/2"X 3!8'MIDSPAN(INT.TRACK) WHITE RIGID PVC 0.055'THK. � 3 518"X 3/8"EACH END(EXT.TRACK!, 0.055"THK. 4 3/16^ 1 11/16 _F ��—� 5/16" ()�5//l 6" (L17 u °w a 4 1/8" f6" w 1 9/16" 00 In a ov a 2 3/4" Di SASH COVER 17 GLAZING STOP-FIXED LITE 19 PANEL STOP/FRAME COVER Q❑ 1 3/8^ WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC 0.075"THK 5/16" 0.070"THK. 5/16"0.050"THK. -�____ �- 1/2" 9/16" � g " m 3 0 3 1/4- --1 5/8 / —I 1 I_ 1„ � -� zy a�a �:Q Q 2 O POCKET COVER O > ow s POCKET COVER (EXT.TRACK) (INT.TRACK) © TILT LATCH BILL OF MATERIALS Z(o J 2 -- EL--�INGCOATE ITEM# DESCRIPTION MATERIAL __SUPPLIER y= �o y WHITE RIGID PVC - 0.070"THK 1 MAIN FRAME WHITE RIGID PVC '•EFS a m 0.070"THK SEE SHEET 5 2 SASH FRAME WHITE RIGID PVC ••EFS w rf-Lu " i 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC "EFS o j<=ted 4 GLAZING STOP-OPERABLE LITE WHITE RIGID PVC ••EFS Lu 00 U c N 1 1/16" 1 1 16" 5 POCKET COVER(EXT.TRACK) WHITE RIGID PVC "•EFS uJ Jo�'sZ $ 6 POCKET COVER INT.TRACK WHITE RIGID PVC '•EFS g w o 1-44 7 SASH COVER WHITE RIGID PVC '•EFS `' a w 1 7/8"—. WEEP HOLES: REINFORCEMENT(SASH FRAME)15 GA. STEEL ALLOY 100811010' REGENCY PLUS,INC. o a 1 7/8"—I 3/4"X 318' 8 EACH END 9 INTERLOCK COVER WHITE RIGID PVC "EFS U O ,?£ a 1!4"X 9/16'MID SPAN 10 PARTING STOP WOOD PT SYP G=0.55 MIN. IL R Z8 O 11 CAM SWEEP LOCK&KEEPER STEEL TRUTH g INTERLOCK COVER Q REINFORCEMENT 1a FIXED MEETING RAIL 12 412 WOOD SCREW INSTALLATION ANCHOR STEEL — LL WHITE RIGID PVC SASH FRAME WHITE RIGID PVC 13 1/4'ADVANCED THREADFORM TAPCON STEEL ITW 0.070"THK STEEL 0.050'THICK 0.066"THK. 14 #8 X 1 112"WOOD SCREW STEEL — Rob tJ.Amonaso,RE Fy=30-50 SKI 15 718"0.A,INSULATED GLASS(SEE GLAZING GLASS EDGESEAL Floaaa RE No,49754 DETAIL ON SHEET 4 Iaulup Fu-37.5-68.7 KPSI ) a�� ss, 15/16" �� 16 SIKAFLEX 552 SILICONE SIKH %% JRMESq��i,� ❑ ❑ —.0 •\G Efts' rl3/4-1 2 3/16" 17 GLAZING STOP-FIXED LITE WHITE RIGID PVC ••EFSv/16"�I I 18 FIXED MEETING RAIL WHITE RIGID PVC **EFS No 49752 :o Ir---I( 3/4" 19 PANEL STOP/FRAME COVER WHITE RIGID PVC "EFS `►, lt� 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 T WOOD FIXED MEETING RAIL 2 1/16" 23 HURRICANE TILT LATCH(1057 EW)(SEE NOTE BELOW) STEEL-ZINC COATED VISION IND. ��r SS O �.. STEEL 24 WEEP HOLE COVERS PLASTIC RO-MAI ,;�0/onetie� ���,, 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 STAINLESS STEEL CARDINAL Fu=37.5-68.7 KPSI WHITE RIGID PVC 27 GLAZING PAD SETTING BLOCK-2N8-8K-125-02&026) NEOPRENE FRANK LOWE _Fm 0.060'THK. NOTE: HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER Rouucr ItEv{sC� j 1 1/2' �— ® w pl)i.8 wid,the FbrNa 13/16" FRAME.NOT-SHOWN IN DRAWING. Ouitam�code -01421-2 15/16"_ ___ A'«Prance No Q -�-. - Galion Da *ASTM A-Al008A!A109 •• EFS:ENERGI FENESTRATION SOLUTIONS �____k3/4" 1 1/8- USA,INC.,PER CURRENT MD NOA. OY Miam ade Prod--t t MIAMI- MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT 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 E QA.) www.miamidade.gov/economy 1p;CCEPTANCE ghway 17851 This NOA is being issued under the applicable rules and r gulations governing the use of construction materials. The documentation submitted has been reviewed nd accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County d other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated bel w.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas o er 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 he 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 requiremc nts of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code�ZnclDESION: Series"5205"Outswing White PVC Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. RPLS0061, tiled "Series `5205' Vinyl Impact Casement Window-LMT, sheets 1 through 5 of 5, dated 10/14/08,with revision K 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 County Product Control Section. SSILE IMPACT RATING:Large and Small Missile hupact 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 expiratior date or if there has been a revision or change in the materials, use, and/or manufacture of the product or pr 3cess. 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 th words Miami-Dade County, Florida, and followed by the expiration date may be displayed in adverti ing 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 proN ided 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. 15-0618.05 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 Pere ;P.E. NOA No.18-0122.14 MiaMi•oa�e coUNTY Expiration Date: May 06,2019 ADE Approval Date: March 08,2018 31 118 Page 1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOU NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 08-1118.10) 2. Drawing No. RPLS0061,titled"Series `52 5' Vinyl Impact Casement Window— LMI", sheets 1 through 5 of 5, dated 10/14/ 8,with revision J dated 09/24/15, prepared by PTC Product Design Group, L C, 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 Press e Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,p ar FBC,TAS 202-94 4)Large Missile Impact Tet per FBC,TAS 201-94 5)Cyclic Wind Pressure Lc ading per FBC,TAS 203-94 6)Forced Entry Test,per F C 241.1.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a white PVC casement window,prepared by National Certified Te ting Laboratories, Test Report No. NTCL-110-11618-1, dated 10/02/08, signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08-1118.10) C. CALCULATIONS 1. Anchor verification calculations and stru tural analysis, complying with FBC 51h Edition (2014), dated 09/03/15,prepared b PTC Product Design Group, LLC,signed and sealed by Robert J. Amoruso,P.E. 2. Glazing complies with ASTM E1300-04 D. ' QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory an Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 is ued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlay r"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 12-1120.02, iss ed to Royal Window and Door Profiles, Plant 13, for their White Rigid PVC E erior Extrusions, approved on 02/28/13, expiring on 02/28/18. Manuel P(re74P.E. Product Control Effmfiiner NOA No.18-0122.14 Expiration Date: May 06,2019 Approval Date: March 08,2018 E-1 Rezency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complyin with FBC 5t' Edition (2014) and of no financial interest, dated 03/18/15, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.Amoruso,P.E. 2. Laboratory addendum letters I and II in the Test Report No. NTCL-110-11618-1, both issued by National Certified Testing Laboratories, dated 10/02/08 and 01/20/09, signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 084118.10) 3. Laboratory compliance letter in the Test Report No. NTCL-110-11618-1, issued by National Certified Testing Laboratories, dated 10/02/08, signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08-1118.10) G. OTHERS 1. Notice of Acceptance No. 14-0128.07, iss ed to Regency Plus, Inc. for their Series "5205" Outswing White PVC Casement Window—L.M.I., approved on 12/05/13 and expiring on 05/06/19. Manuel Pere�n) Product Control Exa NOA No. 18-0 Expiration Date: May 06,2019 Approval Date: March 08,2018 E-2 Regency Plus,Inc. NOTICE OF ACCEPTANCE: E DENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.RPLS0061,titled"Series `52 5' Vinyl Impact Casement Window— LMI", sheets 1 through 5 of 5, dated 10/14/ 8,with revision K dated 01/08/18, prepared by PTC Product Design Group, L C, 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 an 'Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issue to Kuraray America,Inc.for their "Trosifol®Ultraclear,Clear and Color 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 2/28/18. F. , STATEMENTS 1. Statement letter of conformance,complyingv ifth 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. 15-0618.05, issu d to Regency Plus,Inc. for their Series "5205"Outswing White PVC Casement W dow—L.M.I., approved on 10/01/15 and expiring on 05/06/19. Manuel Per z, .E. Product Control E a ner NOA No.18- 122.14 Expiration Date: May 06,2019 Approval Date: March 08,2018 E-3 REGENCY PLUS, INC. SERIES '5205" VINYL IMPACT CASEMENT WINDOW- LMI 4 INSTALLATIONANCHORAGE DETAILS € a o v o.W E E O x i 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO 7.MATERIALS: INSTALLATION NOTES: 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE COMPLY WITH THE CURRENT EDITION OF THE FLORIDA MUST BE MADE OF CORROSION RESISTANT MATERIAL OR N ®BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH HAVE A CORROSION RESISTANT COATING. N LL HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE STATED ® SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR ANCHOR LOCATION SHOWN. O HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT 9.FOR CONCRETE BLOCK,DO NOT INSTALL INSTALLATION CL •- MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS Op. 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF Z w'a a SIGNED AND SEALED TEST REPORT p NCTLA 10.11618-1, 7.2 GLAZING INTERLAYER KURARAY AMERICA,INC. PRODUCT INSTALLATION. MORTAR JOINT INTO FACE SHELL OF BLOCK. } 3 O DATED 10102/08,ADDENDUM DATED 11105/09 AND ADDENDUM ® TROSIFOL INTERLAYER PER CURRENT MIAMI DADE ¢ F-Z ®11 DATED 0120109 AND ASSOCIATED LABORATORY STAMPED NOTICE OF ACCEPTANCE(NOA). 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN �,j _w Z DRAWINGS AND WERE TESTED IN ACCORDANCE WITH HIGH WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE ACCORDANCE WITH ANCHOR MANUFACTURERS ?C9 w l to ai ZONE-7ESTINGRROTOCOLSTAS-?01 SHIM SIZE IS 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH INSTALLATION INSTRUCTIONS AND ANCHORS SHALL yj S Q(0:5 TAS-202 AND TAS-203. 8.NOT USED. OR GREA-'fEft 6COUFCS-$AIM( EVSEDlNSUBSTRATES WITH'STREN Z - OF HIGH DENSITY PLASTIC OR BETTER THAN THE MINIMUM STRENGTH SPECIFIED BY THE a 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE TO 9.GLASS MEETS THE REQUIREMENTS OF ASTM El300-04el. ANCHOR MANUFACTURER F-w U a THE STANDARDS LISTED IN THE CURRENT EDITION OF THE 4.FOR INSTALLATION INTO WOOD FRAMING,USE 1112 WOOD Z j It a ®FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE WITH 10.DESIGNATION•X'STANDS FOR THE FOLLOWING: SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS LU U<�O 4 gg st SAID STANDARDS INCLUDING HIGH VELOCITY HURRICANE X:OPERABLE PANEL MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH W O0 _t¢ ki ZONE(HVHZ)REOUIREMENTS. INCH. THE FOLLOWING PROPERTIES: K o Z'� 11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS o > 3 g 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/ WAS NOT USED IN THE DESIGN OF THE PRODUCT(S)SHOWN 5.FOR INSTALLATION THROUGH 1X BUCKTO CONCRETE/ A. WOOD PROTECTION.WOOD PROTECTION.WOOD- w N Z MASONRY AND 2X FRAMING AS A MAIN WIND FORCE' HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6)HAS MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, ® PRESSURE TREATED SOUTHERN YELLOW PINE N to , ¢ RESISTING SYSTEM CAPABLE OF WITHSTANDING AND BEEN USED FOR WOOD ANCHOR DESIGN WHERE USE 114 INCH ITW ADVANCED THREADFORM TAPCONS OF MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER in m 3 TRANSFERRING APPLIED PRODUCT LOADS TO THE WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: MUST COMPLY WITH CURRENT EDITION FBC/FRC FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR APPROPRIATE SAFETY FACTORS PER THE APPLICABLE e5.1. CONCRETE SUBSTRATE AS RELATED TO WOOD PROTECTION. im d w ARCHITECT OF RECORD AND TO BE REVIEWED BY AHJ. DESIGN STANDARD ARE USED. 5.1.1. 1 121NCH MINIMUM EMBEDMENT w v 4 5.12. 1-12 INCH MINIMUM EDGE DISTANCE ®H.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF m A S.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 12.IN AREAS WHERE WIND-BOURNE DEBRIS PROTECTION 52. MASONRY SUBSTRATE 2500 psi AND COMPLIES WITH ACI 301. S ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE REQUIREMENTS EXIST USE OF AN APPROVED IMPACT 5.2.1. 1 INCH MINIMUM EMBEDMENT STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE PROTECTIVE SYSTEM IS NOT NEEDED. 5.22. 21NCH MINIMUM EDGE DISTANCE ®C.MASONRY-STRENGTH CONFORMS TO ASTM C-90. Robert J.Amontto,P.E.RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF MEDIUM WEIGHT WITH DENSITY>117 PCF. Fluids P.E.No.49752 RECORD AND TO BE REVIEWED BY AHJ. 13.EACH WINDOW ASSEMBLY WILL BE LABELED WITH A 6.FOR PARTING STOP INSTALLATION USE A8 WOOD PERMANENT LABEL AND/OR STAMP WITH THE EXTRUDER SCREWS. 6 THE INSTALLATION DETAILS GENERIC AND MAY NOT R FLDESCRIBED HEREIN ARE MDCA ECT ACTUAL CONDITIONS FOR CODE AND' '. 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE ,.� JANIES d`1j�oe, SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO WALL FINISHES,INCLUDING BUT NOT LIMITED TO .•'G E.i...... DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,THEN STUCCO,FOAM,BRICK VENEER AND SIDING. � :`L� �F•��G THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING ia0 59752 r0 OPTIONS: A.OUTSIDE HVHZ:REQUIRE THAT A LICENCED a 3. ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE STATE OF •:4/ SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT I X` TO BE REVIEWED BY AHJ. i O p 1'D B.INSIDE HVHZ REQUIRE THAT A ONETIME SITE TABLE OF CONTENTS o���sS�OFIf(dLENri��, SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED �4�7pj�116�44t'� ® FROM THE MIAMI-RADE COUNTY PRODUCT CONTROL SHEET REV. SHEET DESCRIPTION 1 E GENERAL AND INSTALLATION NOTES 2 E ELEVATIONS 'RODUC"T ItEVISFD complying with the Florida 3 E VERTICALSECTIONS 3.ildirig Code -' - --- - 4 E- HORIZONTAL SECTIONS&GLAZING DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING cceptaneeo tj 5 E COMPONENTS,BILL OF MATERIALS&CORNER DETAIL +55.0 -55.0 LMI 0y Miami adc F'mddctC s a 10.O.C.TYP. HEAD&SILL m PARTING STOP w o^ Q ANCHORS a w c ®4'FROM WINDOW (L o 0 FRAME CORNERS 3.75"TYP.FROM PARTING I w HEAD&SILL ANCHORS STOP CORNERS HEAD&SILL 36.00"MAX. PARTING STOP ANCHORS Y WIDTH D.L.O. 4"FROM WINDOW 4 314"FROM PARTING D FRAME CORNERS STOP CORNERS _ m P ' 3 JAMB ANCHORS PARTING STOP < a B ANCHORS 3 a:i o 3 -------------- ---------- --- -------- -- 8.57"O.C.TYP. _ z 3 w 5 JAMB ANCHORS Mixai w0 mu F Y y=-< o= i I I I I 7 sns"O.C.TYP. a F a 66.1875' I I I I 70"MAX. 68"MAX. PARTING STOP v N Q Z ¢ 68.00" MAX. ® UNIT ANCHORS z o.a D.L.O.UNIT PARTING HIEGHWINDO' w f O . MAX. ® U O B HEIGH 4 �� 4 STOP F ®REINFORCEMENT o WOODSCREW nw to `o 4 4 9.5'O.C.TYPINSTALLATION . 8 I! I I ®HEAD&SILL I I ANCHORS(TYP) d R m a w II I ANCHORS TAPCON m ^LL INSTALLATION a° I ANCHORS(TYP) i t i i i i Robertl Amomo,P.E REINFORCEMENT® Fbrlda P.E.No.49752 36"MAX.WINDOW WIDTH `w�a4��.;�ENS Z�t III"" ® Pb®���(rN-oo 457775522 • 38"MAX.UNIT "� j STAT' OF WIDTH W! Off• PARTING STOP® ��iocCsi O R 1 O A ELEVATIONCHOR LAYOUT AN '�a�Tino�a EXTERIOR VIEW A EXTERIOR VIEW A ' PRODUCT REVISED os complying with The Florida Build ng Code j Expl.n By I Adirmi ede rcduct W 0 U K A C 0 IN t7 #8 WOOD SCREW WOOD BUCK ANCHORING *WOOD PROTECTION (SEE INST. NOTE BY OTHERSQA INSTALLATION ANCHOR BY OTHERS m A ® 11A, SHT. 1) BY OTHERS ONE BY PT WOOD BUCK ® ONE BY PT WOOD BUCK 1 1/8" IN WOOD FRAMING BY OTHERS BY OTHERS BY OTHERS (SEE NOTE 5, SHT. 1) EMBEDMENT 8 WOOD SCREW 17 (SEE NOTE 4, SHT. 1) (SEE NOTE 5, SHT. 1)® 4 CONCRETE BY OTHERS--NINSTALLATION ANCHOR SHEATHING 1 1/8" MIN. mLL (SEE NOTE 4, SHT.1) e . 20 BY OTHERS EMBEDMENTA on O o 2D N EXTERIOR FINISH e• ®3/8" MIN. EXTERIOR FINISH 3/8" MIN. ?°w BY OTHERS a ° ' EDGE DIST. BY OTHERS 20 DIST. Y 1 4" MAX. PERIMETER CAULK �o� 1/4 MAX' PERIMETER CAULK / m BY OTHERS SHIM SPACE 21 SHIM SPACE f BY OTHERS J 3 c 18 #12 WOOD SCREW c o 20 1 U 20 1 INSTALLATION ANCHOR p o o 1/4" ITW ADV THRFM TAPCON INST ANCHOR 15 ��vv77 (1-1/2" MIN. EMBED., 1-1/2" MIN. E.D.) (1-1/2" MIN. EMBED., z A A 15 0 ❑ 7/8" MIN. E.D.)A > 4 2 D 2 4 x: W co Z 7 D 7 2 lL0iu F Y A a ~ 6p 6 1 I I cdLuL u~i�av � h 5 5 Wim¢�F- 4 MAX. 14 EXTERIOR INTERIOR 14 w �cc A. MAX. WINDOW 14 SECTION B 3 WINDOW EXTERIOR SECTION D INTERIOR 3 ..,Z>,Z> e HEIGHT 14 $ > a 6 68A 13 HEIGHT Q A 5 68QA A13 5 u) 1 €te A23 I A 23 w �ga 4 �dgmdg� a�Tm 4 W �n 12 6 12 6 c a� 2 INTERIOR 7 8 2 INTERIOR 7 EXTERIOR f� Robert l AmM,PP. 15 ❑CJ 10 15 EXTERIOR 10 Rorlde P.E.N.49752 / 19 8 c e o':eeeue�� 1 4" MAX. 19 8 �0000( 4MES �t' SHIM SPACE 1 18 A #12 WOOD SCREW m�FF •IGEN'&"..O.. 1" U /4" ITW ADV THRFM TAPCON INST ANCHOR 1/4' MAX• 1 U INSTALLATION ANCHO crQ�r' No 49752 G`ro 20 (1-1/2" MIN_ EMBED., 1-1/2" MIN. E.D.) SHIM SPACE 21 (1-1/2" MIN. EMBE :* 7/8" MIN. E.D.)® = \� INSTALLATIONDANCHOR 3 8 MIN. EDGE DIST C STATE O PERIM ER CAULK :uuwwti� xriNn e 3/8" MIN. ® BY OTHERS 20 sefi� O..1. ACONCRETE BY OTHERS " ' '.d ' .. q EDGE DIS C1 { n. � . � � T SHEATHING 20 (jiyA� ®(SEE NOTE 4, SHT. 1) . . '* . BY OTHERS ONE BY PT WOOD a ° 2p BUCK BY OTHERS ) ONE BY PT WOOD BUCK—/ a n (SEE NOTE 5, SHT. WOOD FRAMING BY OTHERS PRODUCTREVISED BY OTHERS #8 WOOD SCREW 17 m ym*ying with the nmidu *WOOD PROTECTION (SEE INST. NOTE (SEE NOTE 4, SHT. 1) Bmtd Rg Code (SEE NOTE 5, SHT. 1)® 11A, SHT. 1) BY OTHERS A 1 1/8" MIN. INSTALLATION ANCHOR Acca . D - 1 1/8" MIN. 0® WOOD BUCK ANCHORING QAEMBEDMENT WOOD BUCK ANCHORING AEMBEDMENT SECTION C BY OTHERSAA BY SECTION A BY OTHERS,& Mid., eProddct ®3/8" MIN. /8" MIN. m EDGE DIST. INTERIOR 1/4" MAX. SHIM SPACE EDGE DIST. m 1 1/2" MIN. EMBEDMENT - CONCRETE 3 22 5 4 6 7 10 16 1 20 1/4" MAX. 1" MIN. EMBEDMENT - MASONRY 1 1/2" MIN. EMBEDMENT 4 7/8" MIN. SHIM SPACE ° CONCRETE OR MASONRY BY ®GE DISTANCE INTERIOR g °�OTHERS (SEE NOTE 4, SHT. 1) LL *WOOD PROTECTION w (SEE INST. NOTE 11A, SHT. 1) o �� 3 22 5 4 6 7 10 16 1 20 ,°:, BY OTHERS ® a o v aW O 7E D MIN CE 1/4" ITW ADV THRFM TAPCON EDGE DISTANCE [. rEDGE INSTALLATION ANCHOR®#12 WOOD SCREW 211' MIN.®INSTALLATION ANCHOR ° NJ 00 �WOOD BUCK ° WOOD BUCK $j a 1 1/8" MIN. ANCHORING ANCHORING e 1 o EMBEDMENT BY OTHERS BY OTHERS 0— I/ - v EXTERIOR #8 WOOD SCREW 17 1 1/2" MIN. EDGE DISTANCE — CON ¢ ~Z 14 13_ 2 15 20 INSTALLATION ANCHOR 00 2" MIN. EDGE DISTANCE — MASONRY ej=n w— oa a• .. ° ?ate N m vi d " MIN PERIMETER CAULK SHEATHING ;EMBEDMENT BY OTHERS a(9 w z ...... ........... ° .: BY OTHERS >-N w a 0 ONE BY PT WOOD BUCK °:Q W 0 w J 4 ®(MIN. 3/4") BY OTHERS WOOD FRAMING wEn o > (SEE NOTE 5, SHT. 1) BY OTHERS (SEE EXTERIOR 0 >z �R e NOTE 4, SHT. 1) 14 13 2 15 20 *WOOD PROTECTION or0l � SECTION E (SEE INST. NOTE 11A, SHT. 1) PO , $ EXTERIOR FINISH BY OTHERSPERIMETER CAULK BY OTHERS ® Cox woo I BY OTHERS it w m 7/8" O.A. GLASS CONSISTING OF: EXTERIOR LAMINATED w ® GLASS W/ THE FOLLOWING MAKE UP: 1/8" ANNEALED WINDOW WIDTH ONE BY PT WOOD BUCK BY OTHERS w k ^ GLASS/ 0.090" KURARAY AMERICA INC. TROSIFOL (MIN. 3/4") (SEE NOTE 5, SHT. 1) ® c 8 ir INTERLAYER/ 1/8" ANNEALED GLASS W/0.39-AIR SPACE Rohert.IA, P.12- 14 E14 USING A DESICCANT MATRIX STEEL SPACER SYSTEM SECTION F #8 WOOD SCREW 17 Florida RE No.49752 & AN INTERIOR 1/8" TEMPERED GLASS INSTALLATION ANCHOR 13 \ EXTERIOR FINISH BY OTHERS ��Q�,SAES eaMO1, 22 Sj No 4975? 2 / 3 a 1c, `��rc ISTATE OF .W �F A[0RI'D P:�?�� 13 1/2" MIN.® °OPnenene°°0 \a GLAZING BITE PRODUCT REVISED as complyi-s with Lhe Fbai ida Q Building Code A '-- - Accep:aue Sb 'O 12 By GLAZING DETAIL Miami ade Product Y MAIN FRAME SASH FRAME GLAZING BEAD SCREEN FRAME VENT REINFORCEMENTO PARTING STOP RTI 'z Am O 0.090" TYP. WALL THICKNESS O 0.090" TYP. WALL THICKNESS O 0.070" TYP. O 0.045" TYP. 15 0.055" TYP. 20 on WALL THICKNESS WALL THICKNESS ® WALL THICKNESS WALL THICKNESS o 3.250 2.459 0.552 1/2" 4 0.725" Ez �0 1.383 I °LL 2.527 2.424C; 0 l 0.940" o a C3 1J w 0.354 1 1/2" 1-0.445 x WELDED MITERED CORNER CONSTRUCTION zZ e 30 1 a ZO ti=mmwas �m�` � co vi=¢LU rWRHw LL BILL OF MATERIALS 0 o }° �g E� mm/ PARr/ OTY DESCRIPTION SUPPLIER MATEeA. o z m d'�'$L 1 1087 WHITE 4MAIN FRAM@ ••FES WHIE PYO O > �� $ 2 1084 WHITE 4 SASH FRAME ••EFS WINE PVC N O2 3 1103 WHITE 4 GLAZING SM +E75 WHITE PNC US s 4 FUS172-KW 4 SCREEN FRAME SHAPED UNLIMITED RIGID VINYL C p / 5 FLie%16A11 1 FIBERGLASS SCREEN HANOVER WIIRE FIBERGLASS MESH wIL o MJ 6 EX-FLX-0165-RK 1 SCREEN SPLINE IMPERIAL PLASTICS HOLLOW VINYL W 0 U e y 7 150'%360' 4 SCREEN CORNER KEYS SUMMIT MEGIL --- InU , 1/0�"O.C. B 50.01.78.011 1 OPERATOR HARDWARE ASSEMBLY 7RUFH -- - \'•P•) 9 24-8h72-002 1 RIGHT LOCK ASSEMBLY TRUTH g / 10 6702-00 6 SCREEN CLIP ASHLAND FG0 VINYL F 1 1 ® ® Robida P.ERmuso,752 1 TEAM WEEP RLTFN WHITEMAN(OVER FYIAM ForP.E No.49752 QI 12 2NB—BK—.125-028-026 4 GLAZING PADS FRANK LOVE ---- 13 / \ SVA FtD(552 1 IMPACT D6lIATED LAMINATED GLASS AF.G.CORP. CLASS NM `,,�.P���NMES q, 14 f1i,, OF 15 4 VENT'FtE7NFORCEAIERr AISI 1015 GALVANIZED STEEL �4C•�'�\G E Ng.•'••�i�0�i� Q HOT DIPPED GALVANIZED G40 16 2164212 10 SNUBBER INTERLOCK 1RNX METAL NO 49752 :SO I 17 —_— - 18 WOOD SCREW(INSTALLATION ANCHOR) -- 57FfE •,a 1B ---- - 1/4'ADVANCED THREADFORM TAPCDN NW STEEL s 19 ]238492 1 113 TRACK OPERATOR TRUTH ----- 1 20 --- 8 PARTING STOP(NIDD 1/2'%1 1/27 ® PT PINE xu6o ® C-055 MN.® ' ••.,STAT F •��(C/ (SET MST.NOME tth Sm.1) 21 --- - !12 WOOD SCREAM(INSTALLATION ANCHOR) ---- STEEL i�Lp•[ ......R 1 s cl� 1 Q 22 ----- - ENDURRSSSSPACER CARD NAL STAINLESS STL QT� ©SHIM J 23 2KH8K12SQM20 GtA2WG PAD(6ErnND BLOGIO FRNU(LOWE NEOPRENE ' '�'071171/11 0,�`, E NOTE: DETAIL 1 ® " USA.EGTPER CURRENT MD NOA �S 1X PT WOOD BUCK PRODUCE REVISFU as complying with the Rorke PARTING STOP EXTERIOR PERIMETER ® BY OTHERS Ae��G� o� ¢ TO BE SEALED TO 1X PT WOOD BUCK- pr81= WITH SIKA 551 SILICONE ® y PMoa91:E• t _ I