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HomeMy WebLinkAboutProduct Approval (2) i� 42- M IAM I•DADE MIAMI—DADE COUNTY r 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 NOTICE OF ACCEPTANCE OA www.miamidadg.gov/economy R ie c P s,Inc. 2000 Locust Gap Highway Mount Carmel,PA 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 otl 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 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 determi ed 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 C DESCRIPTION: Series"5305 Tilt"White PVC Double Hling Window-L.M.I. APPROVAL DOCUMENT: Drawing No.RPLS0064,title "Series 5305 Tilt Double Hung Impact Vinyl Window",sheets 1 through 8 of 8,dated 01/12/09,with revisi n J dated 01/08/18,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Am ruso, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptan a number and Expiration date by the Miami- Dade County Product Control Section. SSILE IMPACT RATING:Large and Small Missile pact 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 Prod ct Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renew application has been filed and there has been no change in the applicable building code negatively affectin the performance of this product. TERMINATION of this NOA will occur after the expiratio date or if there has been a revision or change in the materials, use, and/or manufacture of the product or p ocess. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes s all automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for to ination and removal of NOA. ADVERTISEMENT: The NOA number preceded by t e words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advert sing 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 pro ided to the user by the manufacturer or its distributors and shall be available for inspection at the job sit at the request of the Building Official. This NOA revises NOA No. 15-0618.02 and consists of thi 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. 18-0122.11 MIAMI•DADE COUNTYM Expiration Date: May 06,2019 I Approval Date: March 08,2018 r,� (� a el 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 NOA Wo. 09-0122.05) 2. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 8 of 8, dated 1/12/09, with 'revision H dated 09/24/15, prepared by PTC Product Design Grou , 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 Pres ure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, er FBC,TAS 202-94 4)Large Missile Impact T st per FBC,TAS 201-94 5) Cyclic Wind Pressure L ading per FBC,TAS 203-94 6)Forced Entry Test,per F C 2411.3.2.1,and TAS 202-94 along with marked-up drawings and instEllation diagram of series 5305 tilt double hung vinyl window, prepared by National ertified Testing Laboratories, Test Report No. NCTL-110-11422-2, dated 10/02/ 8, with revision dated 01/08/09, and addendum letter dated 03/12/09, all signed d sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 09-0122.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 06/01/15 with revision dated 09/01/15, prepared by 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 I 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. JAM,"& Manuel Peami. E. Product Controler NOA No.111 Expiration Date: May 06,2019 Approval Date: March 08,2018 E-1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: E DENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complyin 3, with FBC 51" Edition (2014) and of no financial interest, dated 06/01/15, prepar d by PTC Product Design Group, LLC, signed and sealed by Robert I Amoruso,P. . 2. Laboratory compliance letter in the Test eport No. NCTL-110-11422 2, issued by National Certified Testing Laboratories, da ed 10/02/08, with revision dated 01/08/09, signed and sealed by Harold E.Rupp,P.E. (Submitted under NOA No. 09-0122.05) G. OTHERS 1. Notice of Acceptance No. 13-1007.10, issued to Regency Plus, Inc. for their Series "5305 Tilt" White PVC Double Hung Window - L.M.I., approved on 05/06/13 and expiring on 05/06/19. Manuel Perez ' . roduct Control Exp er NOA No. 18-0Y21111 Expiration Date: May 06,2019 Approval Date: March 08,2018 E-2 Regency Plus,Inc. NOTICE OF ACCEPTANCE: E ENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. RPLS0064,titled"Series 530 Tilt Double Hung Impact Vinyl Window", sheets 1 through 8 of 8,dated 01 12/09,with revision J dated 01/08/18, prepared by PTC Product Design Group,LI.C, signed and sealed by Robert J. Amoruso, P.E. B. TESTS I. 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 issu d to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color VB Glass Interlayers"dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 16-0712.03,issu d to ENERGI Fenestration Solutions USA,Inc.,for their White Rigid PVC Ex erior Extrusions for Windows and Doors,approved on 08/10/17, expiring on 2/28/18. F. STATEMENTS 1. Statement letter of conformance,complying th FBC 61h Edition (2017), dated January 8,2018,prepared by PTC Product Design roup, LLC, signed and sealed by Robert J. Amoruso,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0618.02, iss d to Regency Plus, Inc. for their Series "5305 Tilt"White PVC Double Hung Win iow—L.M.I., approved on 10/01/15 and expiring on 05/06/19. Manuel Pere .E. Product Control E m' er NOA No. 18-0122.11 Expiration Date: May 06,2019 Approval Date: March 08,2018 E-3 REGENCY PLUS 0 SERIES 5305 TILT DOUBLE HUNG IMPACT VINYL WINDOW MSTALLAZIONANCSORAGE DETAILS � m W f a o� aW INSTALLATION NOTES: 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED A.OUTSIDE HVHZ REQUIRE THAT A LICENSED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH 3: v BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY SPECIFIC DOCUMENTS FOR USE WITH THIS ANCHOR LOCATION SHOWN. 8 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE p a a HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE DOCUMENT. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR z � a. O STATED HEREIN. B.INSIDE HVHZ REQUIRE THAT A ONETIME SITE 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS HAVE A CORROSION RESISTANT COATING. i a, Ah SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR Y N 8 2.THE PRODUCT ETAILS CONTAINED HEREIN ARE BASED FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL PRODUCT INSTALLATION. 9.FOR CONCRETE BLOCK DO NOT INSTALL INSTALLATION z UPON SIGNED AND SEALED TEST REPORT# ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS > >O NCTLA 10-11422-2 DATED 12101108,ADDENDUM DATED 7.MATERIALS: 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 8 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF a 1'z 11!!05108 AND ADDENDUM II DATED 03110109 AND WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE 3rouz MORTAR JOINT INTO FACE SHELL OF BLOCK S m a 0 ASSOCIATED LABORATORY STAMPED DRAWINGS AND 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION SHIM SIZE IS 114 INCH.SHIM WHERE SPACE OF 1/16 INCH oo a 0-p m m m WERE CEAVFTFFHIGH-VEL-O�py��cp C EXTERIOR OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN J=Q g z HURRICANE ZONE TESTING PROTOCOLS TAS-201,TAS-202 EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT OF HIGH DENS UFACTU O W AND TAS-203. 8 MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). INSTALLATION INSTRUCTIONS AND ANCHORS SHALL u C7 w=N 4.FOR INSTALLATION INTO WOOD FRAMING,USE 912 WOOD e NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS W N L w Z 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE 0 7.2 GLAZING INTERLAYER KURARAY AMERICA,INC. SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 12 INCH THAN THE MINIMUM STRENGTH SPECIFIED BY THE 0 7 It p 1:: TO THE STANDARDS LISTED IN THE CURRENT EDITION OF TROSIFOL INTERLAYER PER CURRENT MIAMI DADE MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 ANCHOR MANUFACTURER. C 00 U j Z a.e THE FLORIDA BUILDING CODE(FBC)AND IS IN NOTICE OF ACCEPTANCE(NOA). INCHES. O J 8 COMPLIANCE WITH SAID STANDARDS INCLUDING HIGH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS a F 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE I HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE VELOCITY HURRICANE ZONE(HVHZ)REQUIREMENTS. ®8.NOT USED. N _�W z° MASONRY,OR DIRECTLY INTO CONCRETE!MASONRY, 8 FOLLOWING PROPERTIES: l-Z 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300.04el. 8 USE 114 INCH TTW ADVANCED THREADFORM TAPCONS OF c 1 MASONRY AND 2X FRAMING ASA MAIN WIND FORCE SEE SHEET 6 FOR GLAZING DETAIL. SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: A. WOOD-PRESSURE TREATED(PT)SOUTHERN 0 RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 5.1. CONCRETE SUBSTRATE YELLOW PINE.MINIMUM SPECIFIC GRAVITY OF 0.55 m TRANSFERRING APPLIED PRODUCT LOADS TO THE 10.DESIGNATION'X'STANDS FOR THE FOLLOWING: 5.1.1. 1 12 INCH MINIMUM EMBEDMENT LUMBER MUST COMPLY WITH CURRENT EDITION W 8 a w STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER X OPERABLE PANEL 5.12. 1-12 INCH MINIMUM EDGE DISTANCEFBCJFRC AS RELATED TO WOOD PROTECTION. W F OR ARCHITECT OF RECORD AND TO BE REVIEWED BY 5.2. MASONRY SUBSTRATE B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF y AGENCY HAVING JURISDICTION(AHJ). 11.A 1!3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS 5.2.1. 1 INCH MINIMUM EMBEDMENT 2500 psi AND COMPLIES WITH ACI 301. c °a WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) 522. 2 INCH MINIMUM EDGE DISTANCE C. MASONRY-STRENGTH CONFORMS TO ASTM 090, 5.1X AND 2X BUCKS(WHEN USED)SHAIAE DESIGNED AND SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) MEDIUM WEIGHT WITH DENSITY>117 PCF.. Ruin J.anowao,P.E. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 6.FOR PARTING STOP INSTALLATION USE#8 WOOD Florida PE No.49752 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 6 WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, SCREWS. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 1111 1 1 1 111 8" RECORD AND TO BE REVIEWED BY AHJ. q DESIGN STANDARD ARE USED. 7.MINIMUM FINISHES,BEMEINCNT AND EDGE ING BUT NOT LIMITED CEXCLUDE ��O�P��NMES A!��0' 6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 12.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION STUCCO,FOAM,BRICK VENEER AND SIDING. `O� .��G E MSFT�G GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS REQUIREMENTS EXIST,USE OF AN APPROVED IMPACTQ; Alo 4975 FOR A SPECIFIC SITE IF CONDITIONS CAUSE PROTECTIVE SYSTEM IS NOT REQUIRED. INSTALLATION TO DEVIATE FROM THE REQUIREMENTS _ DETAILED HEREIN,THEN THE BUILDING MAY ELECT ONE OF THE FOLLOWING OPTIONS: TEF TABLE elf/ TABLE OF CONTENTS o<hSS< R I SHEET REV. SHEET DESCRIPTION � "still s�c�`��• 1 D GENERAL NOTES,INSTALLATION NOTES&D.P.CHART 2 D ELEVATION&ANCHOR LAYOUT 3 D ELEVATION&ANCHOR LAYOUT PRODUCE RLVISED .—plying wiu l6e Florida _ 4 D VERTICAL SECTIONS Baildi g Code 5 D VERTICAL SECTIONS---' - -"- '--" ""-- "" - DESIGN PRESSURE RATING(PSF) IMPACT RATING Ac ptmncc>-kI&DIK•�� 8 D HORIZONTAL SECTIONS 8 GLAZING DETAIL LARGE MISSILE e'aaeu: _ 7 D BILL OF MATERIALS AND COMPONENTS t55A IMPACT I',Mismi add Producr C Kr B D COMPONENTS&CORNER DETAIL a MAX.O.A.WIDTH e/PARTING m STOP 55" m MAX.O.A.FRAME WIDTH 53" m w • TOP SASH o � WIDTH 49.46" a a �w TOP SASH 2.63 TYP. D.L.O.WIDTH @ HEAD&SILL 45.75" FROM PARTING STOP CORNERS 10 00" .C.TYP. J K - 6.00"FROM JAMB � 5 5 @ D&SILL CORNERS TYP. o a LL 4.00"TYP.FROM z 0 ——— ——— CORNERS OF WINDOW 4.25"TYP. 3 N FROM PARTING € STOP CORNERS Y z?a s TOP J I i J TOP SASH " " SASH 6 I I 6 D.L.O. I NJ ai cz7 a g MAX. MAX. X HEIGHT G 13.75'Q J= m H 6 ¢—o HEIGHT W/ UNIT 36.625 I I 32'913" r a z 0 PARTING FRAME I I I NP' X 3"O.C.TYP.FOR z F w=¢ WOOD SCREWS. w m M w"5 STOP HEIGHT I -- I 2"O.• I o I CONCRETE O.C.TYP.FOR al o cai o o 2 Sl C� E SCREWS. BOTTOM I n 4 a I BOTTOM SAS —� SASH D.L.O. i-w I I 36 25 I GHTX I HEI &REINF EMENT(TYP.) a I ,g .Fz #12 IN LATION X W ` N #8 X 1-5/8"SCREWS THRU w ——— ———— SCRE P.) I I PARTING STOPS(IYP.) "' 0 LL ^ 0 5 — —— — RobertJ.Annruso.P.E. Florida P.E.No.49752 0"FROM P. 3: HEAD&CORNERS @ HEAD&S LL .`��FQ,,... .. 0" TTOM SASH No 4975 ro DLO WIDTH STATE OF O SAS DLO IDTH TH CfYA'E"C7�• ELEVATION ANCHOR LAYOUT A RODUCmmplying ED ng witt h,thhe Florida uildmg Code EXTERIOR VIEW -- EXTERIOR VIEW 4ceptance W W/PARTING STOPS owe W/PARTING STOPS y Y 1iom" Product of a � MAX.O.A.FRAME WIDTH 53" TOP SASH WIDTH 49.46" F mm U TOP SASH 0 a N D.L.O.WIDTH 0- 45.75" 3.00"FROM CORNERS ' D E @ HEAD&SILL TYP. 4 4 6.00"FROM JAMB CORNERS TYP. o 3"O.C.TYP.FOR z_ 3 0 WOOD SCREWS. W TOP G TOP SASH I 4"O.C.TYP.FOR F a h i 6 D.L.O. i CONCRETE SCREWS. > Fo 77" a MAX. HEIGHT 6 X U 6 HEIGHT O.C.MAX. X A py FRAM 36.625 32.913" TYP. m ^a g UNIT Lu I �_ ��rm m J a—O m HEIGH ----- — — ----- =< o i u cn ujca " BOTTOM 4 it BOTTOM SASH ®2"O.C. w 0<m o N E SASHII �I D.L.O. TYP. I p o P.:O!Z HEIIGHT L X HEIGHT X N �z 36.625rs 33.113" 1 &REINFORCEMENT(TYP.) --_ _ W o A S:pT i 4 415.67" QHE O.C. @HEAD 8 SILLILL Robed J.Arno—o,P.E. � DETAIL 1 Florida P.E.No.49762 (SEE SHEET 7) �p•`0410111111" j 01111ES �fi,, l ANCHOR LAYOUT p OOFQ.`�.CE1VS BOTTOM SASH EXTERIOR VIEW No 4975 ':fo DLO WIDTH 46.8125" W/O PARTING STOPS = 1 qi Vb ¢ STATE OF .:�Jilf BOTTOM SASH AS �aP �?`� WIDTH H �� ' �fV..�E a�•• ELEVATION w-PORR V'SD xmpl>d�f wimw"Florida _ EXTERIOR VIEW "iidma«w II W/O PARTING STOPS tion Da r 9iomi ode Product Contr a � CONCRETE BY OTHERS ® 7/8'MIN.EDGE DISTANCE m (SEE NOTE 4 ON SHEET 1) 11/2"MIN.EDGE DISTANCE ,. WOOD PROTECTION(SEE NOTE JI I SHEATHING BY OTHERS ®11A,SHT.1)BY OTHERS e. 1 1/2'MIN. ® $ m EMBEDMENT 2X WOOD BY OTHERS v a EXTERIOR FINISH 114'MAX.SHIM (SEE NOTE 4 ON SHEET 1) BYOTHERS ¢ aN 4 0 EXTERIOR FINISH o d w ®BY OTHERS BY OTHERS 7-7 PERIMETER SEALANT 1X PT WOOD BUCK BY OTHERS 9 (SEE NOTE 5® 1 ON SHEET 1 1/4•MAX.SHIM 1 1/2'MIN. EMBEDMENT 3 EXTERIOR 8 INTERIOR PERIMETER SEALANT 4 3 4 6 ®BY OTHERS a oa a N LL 1 z It o 2 1 1 13 s VERTICAL SECTION 3 e 2 a o D EXTERIOR INTERIOR y > 19 CONCRETE SUBSTRATE 24 6 a � 1 3�Om 7 30 ® 16 19 m=U' =a Z J= g, 2 a(7 U 5 1 1 INTERIOR 0Lu 0 N EXTERIOR 8 wlNoow VERTICAL SECTION w w6 f HEIGHT Eoz) -J u WOOD FRAME SUBSTRATE w U�d m t q WINDOW 8 K 0 2 IGHT -s 1-:Ow L o g o> HE2 7 S F j--LL z N 8 i 1 1 2 to aSa C VERTICAL SECTION ® s co 1,i Lit 15 CONCRETE SUBSTRA9 EXTERIOR 6 INTERIOR y d x i 2 30 ® 8 6 1 � EXTERIOR 25 8 INTERIOR RoeedJ nnnnao PE 20 1 Flodda P.E.No.49752 2X WOOD BY OTHERS 10 PERIMETER (SEE NOTE 4 ON SHEET 1) 12 5 &X PT WOOD BUCK BY OTHERS _Y OTHE S 1 ``003 3....n.... ®PERIMETE (SEE NOTE 5 ON SHEET 1) Q, \ S . Y OT�IiERS 1 1 10 MIN. 1 1/2'MIN. �' No 49752o EMBEDMENT 1/4"MAX.SHIM EMBEDMENT _ 11 RIOR FINISH 4 ® ti q 1� < ' STAT£ F :41 BY OTHERS a d• ,d EXTERIOROTHERS CONCRETE ® °°is�0NAoBY OTHERS WOOD PROTECTION(SEE NOTE 4 ON SHEET(SNOTE 7/8"M IN.EDGE DISTANCE ®11A,SHT.1)BY OTHERS AODUCf REVISiD 1112'MIN. n VERTICAL SECTION -.plying whh the Fhxida B EDGE DISTANCE SHEATHING BY OTHERS WOOD FRAME SUBSTRATE uilding Coda - - - _- - ----A. - -- - (IYP.) - y�p��wI •0127.I VERTICAL SECTION & 4" CONCRETE SUBSTRATE iiami'a c Preduot C j 1 1/2"MIN.EDGE DIST. A ¢ T 1 1/2"MIN.EMBEDMENT 1X PT WOOD BUCK BY OTH RS m (SEE NOTE 5 ON SHEET 1) 7/8"MIN.EDGE DIST. m CONCRETE BY OTHERS(SEE WOOD PROTECTION(SEE NOTE a y ® NOTE 4 ON SHEET 1) 11A,SHT.1)BY O ERS® 1 112"MIN.EMBEDMENT a 4 SHEATHING BY OTHERS 2X WOOD BY OTHERS a• G ® (SEE NOTE 4 ON SHEET 1) EXTERIOR FINISH : 1 112`MIN.EMBED Qw o LL BY OTHERS 1X WOOD BUCK BY OTHERS w ........... EXTERIOR FINISH (SEE NOTE 5 ON SHEET 1) 0 PERIMETER SEALANT BY OTHERS n j w ® BY OTHERS 4 PERIMETER SEALANT 4 9 1/4'MAX.SHIM ® BY OTHERS 1 1l2"MIN. i 1 1 3/8'MIN.A EMBEDMENT 3 8 EDGE DIST. EXTERIOR6 INTERIOR 0 m 3 1 1 4 1/4"MAX.SHIM Z =a 3/8"MIN. 3 a W 2 19 1 9 EDGE DIST. i VERTICAL SECTION EXTERIOR 3 1 INTERIOR > > a CONCRETESUBSTRATE 8 :—01 6 mx2g, 1 m_ WINDOW 2 c>i(a7 m o HEIGHT °1=J ¢ IN wMcrwu HEIGHTI �u� VERTICAL SECTION ul Q m E 5 n WOOD FRAME SUBSTRATE w OJ FU'•O w u g$ 2 N oZ n 2 co �V.m �® ®r.) co EXTERIOR 1 p 30® $ INTERIOR W 1 rn ai. 8 EXTERIOR 0 INTERIOR 5 Robert J.A,,—o.P.E. PERIM R SEALANT Florida P.E.W.49752 BY OTHERS 1 3l8"MIN.& x'115111110" PERIMETER SEALANT OET E S 1 EDGEIN.DIS® EDGE DIST. ��eac�P�,.0 E.... 0 •� S 9 8 1 cv'• Fio 4975 •:�O 114"MAX SHIM MIN. - 4 1 1/2°MIN.EMBED.® 1X WOOD BUCK BY OTHERS EMBEDMENT STATE OF „ (SEE NOTE 5 ON SHEET 1) EXTERIOR FINISH a n G O R 1O. BY OTHERS CONCRETE ® EXTERIOR FINISH BY OTHERS oioh/OFd{�L�Na°a Q S/LIi11i1111 1BY OTHERS(SEE NOTEX PT WOOD BUCK BY OTHERS 4 ON SHEET 1) SHEATHING BY OTHERS ®(SEE NOTE 5 ON SHEET 1) MIN.EMBED& WOOD PROTECTION(SEE NOTE 1 1/2'MIN.EMBED. ceDUCT REVISEMth e Flwldy ® 2X WOOD BY OTHERS 7/8°MIN.EDGE DIST. Ronucr aev[ser, , ®11A,SHT.1)BY OTHERS & 1 1/2"MIN.EDGE DIST. (SEE NOTE 4 ON SHEET 1) VERTICAL SECTION uadms coae - VERTICAL SECTION I n4ru o«rw/ -O�Y211 H wooD FRAME SUBSTRATE CONCRETE SUBSTRATE r Iwai ade pradup j ' I I Q K 1/4"MAX.SHIM m 1 112"MIN.EMBEDMENT-CONCRETE 1/4"MAX.SHIM �1 1/2'MIN.EMBEDMENT m ® 1"MIN.EMBEDMENT-MASONRY 3 1 � 2 7 9 7 2 5 13 3 1 27 � A_ 1 1/2'MIN.EDGE DISTANCE-CONC. c INTERIOR 2X WOOD BY OTHERS m m ®2'MIN,EDGE DISTANCE-MASONRY .' (SEE NOTE 4 ON SHEET 1) O n W Wo ¢ ..L� a a w � / .J/ 7/8"MIN.EDGE DISTANCE CONCRETE/MASONRY BY OTHERS) EXTERIOR (SEE NOTE 4 ON SHEET 1) SHEATHING BY OTHERS GLAZING DETAIL 1 3 WOOD PROTECTION(SEE NOTE 8 6 2 (ON THIS SHEET) 19 15 to 8 3 o a u a ®11A,SHT.1)BY OTHERSERIMETER SEALANTBY OTHERS® ®PERIMETER SEALANT EXTERIOR FINISH BY OTHERS 3 o 1X PT WOOD BUCK BY OTHERS WINDOW WIDTH BY OTHERS z ®(SEE NOTE 5 ON SHEET 1) OTHERS� RIOFINISH Q F 3�°z HORIZONTAL SECTIONG HORIZONTAL SECTION aOno NRYStlB3'tRA' WOOD FRAMESUBSfRATE' J=Q U n.a R4f 4i 1/2"GLASS BITE® =F w=¢ o F p 7 INTERIOR 7/8"O.A.INSULATED GLASS CONSISTING OF: w C)¢m ON .2E EXTERIOR LAMINATED GLASS:1/8"ANNEALED GLASS, o°=oma n 8 0.090"TROSIFOL PVB INTERLAYER BY KURARAY AMERICA,INC.,1/8"ANNEALED GLASS, ® ` LIR 0.39"AIR SPACE,DESICCANT MATRIX STEEL SPACER,INTERIOR 1/8"TEMPERED GLASS g _ oa 2$r� 1 1 1/2"MIN.EMBED. u~i oS 1 1/2"M IN.EMBEDMENT-CONCRETE 3/8"MIN.EDGE DIST.® 2'MIN.EMBEDMENT-MASONRY. - 1/4'MAX.SHIM EXTERIOR ®318"MIN.EDGE DIST. m _ w new 1 112"MIN.EDGE DIST-C NC. � 1/4"MAX.SHIM ® 2"MIN.EDGE DIST-MAS w 2 RY. 1 7 2 7 2 1 1 27 QA 7/8'MIN.EDGE DIST. $ 18 GLAZING DETAIL 1 - Robert J.An—o,P.E. Flodda P.E.No.49752 INTERIOR Al I aa%%%,a' 111111116j% MAES q��iG 1 1/2'MIN. . 1 1/2'MIN. ��<ce:•��GEAtg �p EMBEDMENT EMBEDMENT �' No 49752 .Gip CONCRETE/MASONRY BY OTHERS�v 2X WOOD BY OTHERS •1►i�g1�lb (SEE NOTE 4 ON SHEET 1) EXTERIOR (SEE NOTE 4 ON SHEET 1) WOOD PROTECTION(SEE NOTE 0^ STAT` OF '41� ®11A,SHT.1)BYOTHERS 1 8 2 1 1 1 1 8 1 18 SHEATHING BY OTHERS �oN`S+•��R�IDPe' � ERIMETER SEALANT BY OTHERS® ®PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS O,�O��UNIslaii i�' 1X PT WOOD BUCK BY OTHERS WINDOW WIDTH ®(SEE NOTE 5 ON SHEET 1) PRODUCT RE'd1SCD as oemplyi%with the Florida EXTERIOR FINISH BY OTHERS v HORIZONTAL SECTION Building Code wooD FRAME suBsrRATE A—p-co N.1$pl Z2.11 HORIZONTAL SECTION E•P+a�(/fin.�p_ CONCFXMjMAWNRYSUBSfRAM $v'V Miami axe Prodi: a BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL MANUFACTURER 1 MAIN FRAME WHITE RIGID PVC "EFS A EFS:ENERGI 2 SASH PANEL FRAME WHITE RIGID PVC "EFS FENESTRATION 3 SASH COVER WHITE RIGID PVC "EFS SOLUTIONS USA, ^ 4 PANEL STOP/FRAME COVERWHITE RIGID PVC "EFS INC.,PER CURRENT co LL 5 SLOPED SILL COVER WHITE RIGID PVC "EFS MD NOA w o^ 6 GLAZING STOP WITH HANDLE WHITE RIGID PVC "EFS 'O N 8 7 GLAZING STOP OPERABLE SASH WHITE RIGID PVC **EFS a a o B REINFORCEMENT STEEL ROLL TECH INDUSTRIES 5 9 POCKETCOVER#1 WHITE RIGID PVC "EFS 10 BUG STRIP VINYL 11 INTERLOCK COVER WHITE RIGID PVC "EFS 12 WEEP COVER NYLON CUSTOM CRAFT 13 0.21010.187'x 0.300"CENTER FIN WEATHERSTRIP - ULTRAFAB m 14 314"X 1 1/2"PARTING STOP(SEE NOTE 11A,SHT.1)G=0.55 MIN. PT PINE WOOD 15 SIKAFLEX 552 SILICONEz 2z e 0 SILICONE SIKA CORP. 16 #8 X 112"TEK SCREW STEEL °tr ^ 17 CAM TYPE SWEEP LOCK STEEL TRUTH HARDWARE }�� i 18 #8 WOOD SCREW(INSTALLATION ANCHOR) - STEEL y z w° 19 718'OA INSULATED GLASS CONSISTING OF:1/8"ANNEALED GLASS,0.090' GLASS - < l-z TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.,118"ANNEALED GLASS 3 O O 0.39'AIR SPACE,118•TEMPERED GLASS © SASH LOCK ® LOCKING TILT SHOE yt <a. A STEEL NYLON _ 20 to 20 BULB VINYL WEATHERSTRIP VINYL EKiJES AL�.{)EK{.tECC:. a.Z Z O m 21 FACE MOUNTED KEEPER STEEL TRUTH HARDWARE V O w o 22 SPRING BALANCE - BSI HARDWARE 2.836- 1.240"-- _ J ° 23 LOCKING TILT SHOE NYLON BSI BALANCE SYSTEMS 0.530" w v¢m - 9 24 HURRICANE TILT LATCH 1057E STEEL-ZINCCTD. VISION INDUSTRIES 0.687" 1• KOv=O �^ E 25 PIVOT BAR METAL VISION INDUSTRIES o o e t 26 SIKAFLEX 552 BACKBEDDING SILICONE SIKA CORP. 2.062" 27 #12 WOOD SCREW(INSTALLATION ANCHOR) STEEL - 1.417' 28 114"Ti1N ADVANCED THREADFORM TAPCON STEEL ITW m 1m 29 ENDUR 9.8 SS SPACER STAINLESS STL. I CARDINAL 0.735' k e JA 30 -1 2 NEOPRENE FRANK LOWE w k O MAIN FRAME SASH PANEL FRAME 30 SASH COVER PANEL STOP/FRAME FACE MOUNTED KEEPER g LL WHITE RIGID PVC D PVC COVER STEEL TYP.WATICKNESS;0.070'WHITE RIGID PVC O.WALL THICKNESS 0.070' TYP.WHALL THICITE IKNES 0.065" OWHITE RIGID PVC ® TYP.WALL TICKNESS 0.070' Robed J.A-.P.E. 4.170' TYP.WALL Fbdda P.E.No.49752 , kz 1 0296" THICKNESS 0.070" �1.750'f+- -{+-0.150' „�uererrrq� 1.656' J.� 0.315" t 4 'p�t pop• 1.326" 0. L�1` ,���,� JAMES qp�i,1.400' ,1 1,0.565' ���iQ:.��CEINS G� -►-0.070" O �.-� 1.350" 0.467' _ Q: No 49752 :o SO G{� O GLAZING STOP(OPERABLE SASH) O POCKET COVERjibSLOPED SILL COVER GLAZING STOP/LIFT HANDLE WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC SPRING BALANCE STATE OF TYP.WALL THICKNESS 0.075• TYP.WALL THICKNESS 0.055" TYP.WALL TICKNESS 0.055' ITE WALL ® 01. '•c I �0•306" THICKNESS 0.070" _ �o�iS <O R '•G�C�,� 5° 0.9 0.891" 1.857' -0.100 i�1QNAl.������ 0 Lo� 5'+0.000 r°rrurrurI2. e� tT 1220 DIA.MAX. 2 1.121'+►{ 1 ® REINFORCEMENT INTERLOCK COVER +0.000RODDCTREVISFD O ¢ PARTING STOP 1.885" cno with the Flarlda STEEL WHITE RIGID PVC WOOD 085• 1,077 -0.10D plying 0.438" m,dm8 code TYP.WAL.170" NESS 0:062° _TYP.IWALL THICKNESS 0.075" Aoopumcc la,l -01z2.1J 0.170' �_- fC7 1-0.725' 0.914" 1.500' tw 1.722' 0.525"� hCte.'.Da+lc FrC ;T a ® TELT LATCH ® PIVOT BAR ^� STEEL-ZINC COATED METALTYP.WALL THICKNESS NA 4 r 0.697" =M �m 0.176' 0.323• 0.559" w w � � 1 {I 5 0' " a o—if0.2050.352" . aW ®0.377" 0.7IL F0.166—T 0.551" 0748" r 1.906" 2.260" —T 0.368' 5.622" 0.669" 2.372" 1.122" 3 � m 0.803' 1.067" O o 1.012" 0.709' 3—ITT a, J � o.5aa° 0.15r� 'z_a a xmax rnt7�aw ..m �=a�—.9 V(a9J�U 2Fw 3:cdw CO o " C7:3M J F WELDED MITERED0:p v�w o N CORNER CONSTRUCTION -i~0 o pew F s U) E;od w 1 w o�Wm m ami I g Robed J.Mnoso,P.E / Florida P.E.No.49752 10"0.0 a°° SNN1ES qp"ice ®8 ®18 O No 4975• Go / \ 14 TATE F •: X 18 ®SHIM �io�d'se�r,A'4��'��; ® DETAIL 1 1X PT WOOD BUCK 0 BY OTHERS PlkODUCf REVISED NOTE: as—plyimy with the Flmide g Cod- PARTING STOP EXTERIOR PERIMETER A-pr No 1 -0I M 11 _..__. Es katim Dare TO BE SEALED TO 1X PT WOOD BUCK - - , WITH SIKA 551 SILICONE Mi ode Nodk i