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HomeMy WebLinkAboutProduct Approval MAY 2 6 2055 SLE F M IAM 1•DADE 11IIAMI--DADE COUNTY,FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES WR) 11805 SW 26 Strcct Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)31-r-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w%yw miamidade.Eov/eeonomv RC Howe Showcase,Inc. 2970 NW 751h Avenue Miami,FL 33122 SCOPE: - This NOA is being issued under the applicable riles 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(AHD). 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 h Velocity Hurricane Za ESCRIPTIO " •-L.M.I. APPROVAL DO_ CUMENT: Drawing No. W03-101, titled "Series -RS240 Ahem. Sliding Glass Door (L.M.I.)", sheets 01, 02, 03, 04, 05, 06, 06.1, 07 and 08 of 09, dated 11/10/03 with revision "F" dated 10/10113, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and I a e '-Dade Co Prod 1 Section. MISSILE IMPACT RATING:Large and Small Missi s an + ach unit shall bear a permanent Ta znuacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. REVISION 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.12-0618.06 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 Jaime D.Gascon,P.E. •NOA No.13-1112. tf1AMlDADE COUNTY r' Expiration Date: June 24,2019 Approval Date: December 26,2013 t` Page 1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0618.06) 2. Drawing No. W03--101, Sheets 01, 02, 03, 04, 05, 06, 06.1, 07, and 08 of 09, titled "Series—R8240 Alum. Sliding Glass Door(LMI)", dated 11/10/03 with revision"F" dated 10/10/13, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air'Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202--94 along with marked—up drawings and installation diagram of the aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. FTL--5868,dated 08/09/11,signed and sealed by Marlin D.Brinson,P. E. (Submitted under previous NOA No. 12-0618.06) 2. 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 the aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. FTL-5427,dated 12/13/07,signed and sealed by Carlos S.Rionda,P.E. (Subfnitted under previous NOA No. 09-0324.92) 3. 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 the aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. FTL-4428,dated 0 1 A 1/05,signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA No. 05-0815.15) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.13-4112.05 Expiration Date: June 24,2019 Approval Date: December 26,201.3 E-1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 the aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. FTL--3825,dated 07/16/03, signed and sealed by Joseph C. Chan,P.E. (Submitted render previous NOA No. 04-0401.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared•by Al Farooq Corporation, dated 05/31/12, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 12-0618.06) 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. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite©PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGIas®Interlayer•"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by Al-Farooq Corporation, dated 10/15/13, signed and sealed by Javad Ahmad,P.E. 2. Name changed to RC HOME SHOWCASE, INC. as registered in the Florida Department of State,Division of Corporation, Sunbiz document dated 10/11/13. 3. Asset purchase agreement dated 10/01/13, signed' by Mr. Manuel A. Kronfle- Kozhaya,Mr.Henry F. Kronfle--Kozhaya,Mr.Raul Casares,Mr. Eusebio Paredes and Ms.Nancy Vias. 4. Statement letter of complying with the Sales of Assets issued by RC Aluminum Industries,Inc.,dated 10/30/2013,signed by Raul Casares,President. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.13-1112.05 Expiration Date: June 24,2019 Approval Date: December 26,2013 E-2 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CoNTEwFD) 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit corporation, active -and organized under the laws of the State of Florida, dated 10/11/13 and signed by T. Carter,the Secretary of State. 6. Department of State Certification of MANUHEN ENTERPRISES,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan,the Secretary of State. 7. - Laboratory compliance letters for Test Report No. FTL-5868, both issued by Fenestration Testing Laboratories, Inc., dated 08/09/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previotts NOA No. 12-0618.06) 8. Proposal No. 08-1473-R issued by Product Control, dated 05/20/12, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 12-0618.06) 9. Laboratory compliance letters for Test Report No. FTL-5427, both issued by Fenestration Testing Laboratories,Inc.,dated 12/13/07, signed and sealed by Carlos S. Rionda,P. E. (Subntiited under previous NOA No. 09-0324.02) 10. Laboratory compliance letters for Test Report No. FTL-4428, both issued- by Fenestration Testing Laboratories, Inc., dated 01/11/05, signed and sealed by Edmundo Largaespada,P.E. (Sttbnnitted under previous NOA No. 05-0815.15) 11. Laboratory compliance letters for Test Report No. FT1-3825, both issued by Fenestration Testing Laboratories, Inc., dated 07/16/03, signed and sealed by Joseph C. Chan,P.E. (Subinitted under previous NOA No. 04-0401.03) G. OTHERS 1. Notice of Acceptance No. 12-0618.06, issued to R.C. Aluminum Industries, Inc. for their Series "RS 240" Aluminum Sliding Glass Door-L.M.I., approved on 08/23/12 and expiring on 06/24/14. Jaime D:Gascon,P.E. Product Control Section Supervisor NOA No.13-1112.05 Expiration Date: June 2a,2019 Approval Date: December 26,2013 E-3 242 1/4" otic DOOR WIDTH HEAD ANCHORS 2,3 OR 4 ANCHORS CLUSTER OF 4,6 OR 8 M AT JAMB ENDS5 1/a. AT STILE ENDS TYP. SEE CHART ON SHEET 3 2 1/2" AT 2-1/2"O.C. FALSE MUNTIN Z 2 3/4"MAX. 2 3/4"MAX. TYp• SEE CHART SHEET 3 OPTIONAL -� HEAD/SILL HEAD/SILLC __ A <� q CORNERS - CORNERS ••((�l --- - a a s �' 0 ° 0 n II 0'0 d � �•� O N F G ,i ii ___ i! LL z w 11 Ito L_ _II - __=- eCljg c °63 S O N ,J 27 / 7L___lT_____ v 1 Oo O 4Q °O II II II K b o a it n li o v 11 II II O ,^p -4-_____I_ W W I II I it a I� z V 1 n 1 N II II II j �Q 4 O=N 4 1 J1-____JL_____LL =F.� t -- N m 11 W ANCHORS () 8 AT 15 13 O Z tq WE SILL Z i1� Q'N 2 JAMB OPTION 5 56 5/a" 56 W/0-ANCHORS 2TMP. D.L.OPG. D.L.OPG. 62 1/a" m ERIES—RS ALU GLASS DOOR71:111'TER1RSF 62" PANEL WIDTH DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART PANEL WIDTH R SHOWN ON SHEET 2. TYPICAL'ELEVATION o PRODUCT'RENEWED 33 TESTED UNIT USING CHART ON SHEET 3 SELECT ANCHOR OPTION WITH DESIGN as RATING MORE THAN DESIGN LOADS REQUIRED. rr -- Building Cod o _ ��{{ ^ �] Acceplanco No •I i. 1 1 / VERIFY UNANCHORED JAMBS, If USED AS PER SHEET 8.1. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT B o Uo G Y7Gr0+�� LOWER DESIGN PRESSURES FROM GLASS, ANCHORS OR JAMB CHARTS -0 AND REQUIRE NO SHUTTERS. 4 WILL APPLY TO ENTIRE SYSTEM. Li ABoml DodePtoduci onlrol o°oo7S ryId THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE XO(SHOWN) LAMINATED GLASS H `�3 2 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED INSUL. GLASS - HURRICANE ZONE(HVHZ). — LARGE MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER ;� ;� ;� ;� ;� E q LOADS TO THE STRUCTURE. ;; ;; ';• ';• r Ergr,JAVAD AHIMD c ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CML -0 -0 -0 FLA PE Y 70592 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUC CAN. 538 a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE OXO(SHOWN) XOX(SHOWN) (!{{ o NOT PART OF THIS APPROVAL + )) 0 .j J.f A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY, � draviing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT APPROVED CONFIGURATIONS j�' WO3—�O1 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE _ DOOR CONFIGURATIONS OF MORE THAN FOUR PANELS USING STILE COMBINATIONS 1 9 REQUIREMENTS OF THE FLORIDA BLDG, CODE SECTION 2003.8.4. SHOWN IN THESE DETAILS MAY ALSO BE APPROVED (EXAMPLE OOXXOO). OCI 2 •) I.O]J sheei I of B7 DESIGN LOAD CAPACITY - PSF ITEM NO.PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS GLASS GIASS GLASS o 1 2400ST-038 1 FRAME HEAD 6005-TS _ TYPE 'A'TYPE 'B'TYPE 'C' - - ----'- PANEL WIDTH 2 24COST-039 1 FRAME SILL 6005-T5 - o NOMINAL DOOR HEIGHT EXT.(+) EXT..(+) EXT.(+) Z n 3 INCHES PICKS INT.(-) INT.(-) INT.(-) 3 2400ST-042 2 FRAME JAMB(ANCHORED) 6063-T6 - 0 m 30 80.0 80.0 80.0 3A 2400ST-073 _ 2 FRAME JAMB(FREE STANDING) 6005-T5 - 36 80.0 80.0 80.0 4 2400ST-028 1/MOV.PANEL MOVING HORIZ.80117.RAIL 6063-T6 - R C lo 42 80.0 80.0 80.0 4A 2400ST-074 1/MOV.PANEL ALTERNATE MOVING HORIZ.BOTT.RAIL 6063-T6 - 0 48 80.0 80.0 80.0 _5 2400ST-029 1/FDC.PANEL FIXED HORIZ. BOTT.RAIL _ 6063-T6 - 54 80 80.0 80.0 80.0 6 2400ST-026 1/MOV. PANEL TOP MOVING RAIL 6063-T6 - A O Q 56-1/2 80.0 8D.0 60.0 7 2400ST-027 1/FIX.PANEL TOP FIXED RAIL - 6063-T6 - V a 60 80.0 80.0 75.4 8 2400ST-024 1/FIX.PANEL JAMB FIXED STILE 6063-T6 - - p�p M 66 73.4 73.4 68.6 9 2400ST-022 1 JAMB FIX.STILE/LOCK STILE 6063-T6 - O a Q Q 3 8 80.0 80.0 t0 2400ST-041 I/PANEL INTERLOCK 6063-T6 - 0 d7 co R J 0.0 80.0 60.0 11 24005T-025 1 MEETING STILE 6063-T6 - Q 3 80.0 80.0 12 2400ST-012 1 THRESHOLD COVER 6063-T6 - LL Z N g 48 96 80.0 80.0 80.0 13 2400ST-011 - SILL TRACK ANCHOR 6005-T5 6'LONG 54 80.0 80.0 14 2400ST-019 1 HEAD COVER 6063-T61- 56-1/2 80.0 80.0 80.0 15 2400ST-031 2 SILL TRACK PLATE(5-1/4"X 1/4"X 5'LONG 6051-T6 AT EACH END [----� 60 80.0 80.0 75.4 15A 2400ST-031 3 SILL TRACK PLATE(5-1/4"X 1/4'X 10"LONG 6061-T6 AT INTERLOCK/ASTRAGAL STILES m 66 73.4 73.4 - 16 2400ST-032 - MTG.RAIL THRESHOLD SEAL 6063-T5 6'LONG m _ 30 80.0 80.0 80.0 17 010 X 1/2' 2 WEATHERSTRIP FASTENERS - - -•- I� � 36 80.0 80.0_ 80.0 18 V-027 - BULB W'STRIPPING VINYL FP-712 PROTOTYPE YYY 42 80.0 8D.0 80.0 19 VN-2310 - FLAP WEATHER SEAL VINYL VA80RG G 48 102 80.0 60.0 80.0 20 V-028 - BULB W'STRIPPINC VINYL FP-198 PROTOTYPE 5 �j 54 80.0 80.0 80.0 21 W31265NK - FIN PILE VPSTRIPPING - ULTRAFAB Q Z Z Uw 56-1/2 60.0 80.0 80.0 22 p250X270 - p-LON W'STRIPPINC - SCHLEGEL o +S Q 60 60.0 80.0 - 26 IOD-7101 2/MOV. PANEL TANDEM WHEEL ASSEMBLY - WORLD IND.PRODUCTS INTL. a O=N a N 30 80.0 80.0 80.0 27 10-C0ISXX 1 STANDARD SLIDE SET_LOCK WORLD IND.PRODUCTS INTL 36 80.0 80.0 80.0 _ 28_ 1 LOCK KEEPER _ - - (yl n 42 80.0 80.0 80.0 29 - DOOR BUMPER _ - 1'DIA,X 3/4'LONG 48 80.0 80.0 80.0 30 240DSt-040 AS REOD. INSIDE SCREEN TRACK 6063-T6 - 54 1Q8 80.0__ 80.0 80.0 31 #10 X 1-1/4' 2/PANEL PANEL ASSBY,SCREWS ST/ST - -_V_• + O v 56-1/2 80.0 _80.080.0 32 #10 X 1-1/4" 2/CORNER FRAME ASSSY.SCREWS ST/ST - �y �N� � 60 80.0 80.0 - 33 2 4-1/4'X.060'X 6"LONG PLATE ALUMINUM AT FRAME JAMB BOTTOM O _ 34 - - 5/8"X 1-1/2" X.1"PLATE®LOCK STILE BOTTOM ALUMINUM FASTENED WITH#8 X 3/8"FH SMS 35 V-061 AS REDD. G1A55 CFUtOLE PVC IN SEGMENTS 36 P-045 AS REDO. GLAZING INSERT RIGID PVC - 5/32"TEMP. GLASS 3/16"HEAT STREN'D GLASS 5/32'TEMP.GLASS °€ 3/8"AIR SPACE 3/8"AIR SPACE C �g 5/32"TEMP.GLASS .090 INTERLAYER 5/32"HEAT STREN'D GLASS w r3 .080 INTERLAYER DUPONT'BUTACITE' PVB OR ,090 INTERLAYER DUPONT'BUTACITE'PVB OR DUPONT'SENTRYGIAS' DUPONT'BUTACITE' PVB OR S DUPONT'SENTRYGLAS' DUPONT'SENTRYGLAS' 3/1 6-HEAT STREN'D GLASS 5/32'TEMP.CLASS 5/32"HEAT STREN'D GLASS NOTE: SILICONE GLASS CAPACITIES ON THIS SHEET ARE SILICONE SILICONE '> DOW CORNING 795 DOW CORNING 995 �' BASED ON ASTM E1300-09 3 SEC. GUSTS ;! ° m m DOW CORNING 781 =m DOW CORNING 995 ;= DOW CORNING 791 AND FLORIDA BUILDING COMMISSION o s � s PRODUCT RBNTIM30 DECLARATORY STATEMENT DCA05-DEC-219 'a q li I a fi I, a p 4 i aS cmnPiyln0 Tvl0dhC PlaTidn o ultd'ulg Cod, E.9,:JAVAD AHMAD o e O u n ccOPImIN No,JxCML Wali III) Q1 FIA.PE 0 70592 - k1 36 CA.N.3538 .I / fond Dnilo PPcoducl Con � 9 � � 3 35 OPTIONAL o Browing no. W FOR GLASS TYPES 'A' &'C' �. " W03-101 1J ? GLASS TYPE 'A' GLASS TYPE 'I1' GLASS TYPE 'C' (Y+ ,013 sheat 2 of $ DESIGN LOAD CAPACITY - PSF (ANCHORS) 3/8" MAX. SHIM SPACE 1/2" MAX. SHIM SPACE 1� 2 ANCHORS 3 ANCHORS 4 ANCHORS 2 ANCHORS 3 ANCHORS 4 ANCHORS AT JAMB ENDS AT JAMB ENDS AT JAMB ENDS AT JAMB ENDS AT JAMB ENDS AT JAMB ENDS Z n 4 ANCHORS 6 ANCHORS 8 ANCHORS 4 ANCHORS 6 ANCHORS 8 ANCHORS k AT STILE ENDS AT STAB ENDS AT STILE ENDS AT STILE.ENDS AT STILE ENDS AT STILE ENDS i ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS O Fg o A&B C A&B C A&B C A&B C A& 8 C A&B C 0 C � PANEL WIDTH DOOR HEIGHT EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. INCHES INCHES INT. (-) INT. (-) INT.(-) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT. 30 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 CCp 36 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 O a 6 Q 42 80.0 80.0 60.0 00.0 80.0 80.0 77.5 69.6 80.0 80.0 80.0 80.0 0 ca h 48 80 80.0 74.7 80.0 80.0 80.0 80.0 67.8 60.9 80.0 80.0 80.0 80.0 Q 0 54 73.3 66.4 _ 80.0 80.0 80.0 80.0 60.3 54.1 80.0 80.0 80.0 80.0 LL=to_o 56-1/2 70.1 63.5 80.0 80.0 80.0 80.0 57.6 -_ 51.7 80.0 77.6 80.0 80.0 j t, 60 66.0 59.6 80.0 80.0 80.0 _ 80.0 54.2 48.7 80.0 73.1 80.0 80.0 Q b f 66" 60.0 54.3 80.0 00.0 80.0 80.0 49.3 - 44.3 74.0 66.4 80.0 80.0 -� 30 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 36 80.0 80.0 _ 80.0 80.0 80.0 80.0 75.3_ 67.7 80.0 80.0 1 80.0 80.0 42 78.6 71.1 80.0 80.0 80.0 80.0 64.6 _ 58.0 80.0 80.0 80.0 80.0 48 96 60.8 62.3 80.0 80.0 80.0 80.0 56.5 50.8 80.0 76.1 80.0 80.0 Quo i^n 54 61.1 55.3 80.0 80.0 80.0 80.0 50.2 45.1 75.3 67.7 80.0 80.0 w 56-1/2 58.4 52.9 80.0 79.3 80.0 _ 80.0 48.0 43.1 72.0 64.7 00.0 80.0 W W W ¢zlal 60 55.0 49.8 00.0 74.7 00.0 80.0 45.2 40.6 67.8 60.9 80.0 80.0 ? U> 0 66 50.0 45.3 75.0 67.9 80.0 80.0 41.1 36.9 61.6 55.4 80.0 73.8 T � O¢fV a 30 80.0 80.0 80.0 80.0 80.0 80.0 80.0 76.4 80.0 80.0 80.0 80.0 _=Cto �+ 36 80.0 70.1 _ 80.0 80.0 80.0 80.0 70.9 63.7 80.0 80.0 1 80.0 80.0 W f.,rMi 42 73.9 67.0 80.0 80.0 80.0 80.0 60.8 54.6_ 80.0 00.0 80.0 80.0_Y 48 102 64.7 58.6 1 80.0 80.0 80.0 80.0 53.2 47.8 78.8 71.6 _ 80.0 80.0 O Z_ ¢ _ 54 57.5 52.1 80.0` 70.1 80.0 80.0 47.3 42.5 _ 70.9 _ 63.7_ 80.0 80.0 56-1/2 55.0_ 49.8 80.0 74.7 80.0 80.0 45.2 40.6 67.8 60.9 80.0-- 80.0 W N 60 51.8 46.9 77.6 70.3 80.0 1 80.0 42.5 38.2 63.8 57.3 80.0 76.4 30 80.0 80.0 80.0 80.0_ 80.0 80.0 80.0 72.2 80.0 80.0 80.0 80.0 ' 36 80.0 73.8 80.0 80.0 _ 80.0 80.0 _ 67.0 J38.3 80.0 80.0 80.0 80.0 42 69.8 63.2 80.0 80.0 _ 80.0 80.0 57.4 80.0 77.3 80.0 00.0 40 108 61.1 55.3 80.0 80.0 80.0 80.0 50.2 75.3 67.7 80.0 80.0 g $ 54 54.3 49.2 80.0 73.8_ 80.0 80.0 44.6 67.0 60.1 80.0 80.0 56-1/2 51.9 47.0 77.9 70.5_ 80.0 80.0 42.7 64.0 57.5 80,0 76.660 48.9 44.3 73.3 66.4 80.0 800 40.2 60.3 54.1 80.0 72.2 °1 a 6 cn �N.s�a o m� ry0 Engn JAVAD AHM j •s CML 'I Fl&PE/70592 PRODUCT RPHIRWBD CAN.7538 a nv compl4h'a"m like FID.-Idu a Dollding .. 06 o AcceplNl,a No � �•f Bxpi �1%h10 Q ! :!j .'! I drawing no. W03-101 Miami OaAo ProAurl Cmm�e1� �r•I•��{) ?��3 l• sheet 3 of 8 TYPICAL ANCHORS to IN CLUSTERS TYPICAL ANCHORS IN CLUSTERS 0 MTG. STILE&INTERLOCK ENDS 0 TO.STILE&INTERLOCK ENDS m SEE SHEET 3 FOR QUANTITIES laYZ 3 EE SHEET 3 FOR QUANTITIES 1tl O WOOD BUCK a n n -EDGE DIST:.• F. _ � a CCii I 1 W�"z n EOG DISTs ' ', �z L" v � � �o 1 SEALANTS: 20 4 L-------- I I 7 ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND p nY A I✓� - lIJ O i�. �� I i HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH d' c Iry Uil C I�u U� 14� WHITE/ALUM COLORED SEALANT. {aIL zgg � t J zo LliFJr > LOCKS: Q a 8 II G J l•UJ LJ.L= _ 20 SURFACE MOUNT THREE PLY HOOK LOCK BY 'WORLD 0 4 4 4 z 14 y INDUSTRIAL PRODUCTS' AT 41-1/2" FROM BOTTOM p i i, it WITH KEEPERS AT LOCK POSITION. 1 a n II i WEEPS: d y I 1 y y II j Wt = 2-1/2" WEEP NOTCH AT SILL CENTER g 1 I I W2 = 7/8" NOTCH AT EACH END II I � I Ldw Z 4 O ct a a Oi I I I I I I N io [LS a;7i 33 4 4 q G7 � I I I O Z N ------------- I . _l__________ U 'I II '' 1 I 1 I '' P d 1 I 1 •t l p ` D_'N F I I 1 I 'I 'I I 1 I I I n II I II II WITH ALTERNATE I I II II I I I I I MOVING PANEL I I II 11 TN Q j II BOTTOM RAIL I I II II � ri z y� 0 o ifL� � I IJ51 I I, ° C,oa s z u 1 ti__� I 1�__f+l I ITCNBWED' ° B _ I I I Ir--� 1 30 p I 1'lr-tJ�l Ij .. ... . 111w .'P�R�PS1C; wi0Flulldd..I e I I I I Ifs �I O 11 r l II P Y II iri g o Yi I II 11 11 0_n I I •..e� c V 13 I III III I II II 2 I II n n II II 5 •°'°. qll a 1 2 I I 1 i ii ii 1 1� o o rl II ..y � y a m o W e uo i I I a NUnm1D¢JePr6duclContral o Engr:JAVAD AHMAD r ° ° POURED&HARDENED CIVIL 1 70592 FLA.PE i 2 ... .•�' ° e .... .� ... ° e HIGH STRENGTH GROUT C.A.N.3538 }, .... ... ........... ..... ........ ... t'e -5000 PSI MIN. �I ° • ° NOT BY RC HOME SHOWCASE r . ° °: y!1°.• °d. e e.. a °." '° •' MUST TRANSFER SHEAR �'_.'•} �, �� W2 e. `=aa I =e a a I ' LOADS TO STRUCTURE (1 drawing no. ° l TYPICAL ANCHORS s. 1 TYPICAL ANCHORS ✓' I f ° j ( ' W03-101 IN CLUSTERS OF 4 IN CLUSTERS OF 4 1/4"X 3/4"SCREWS I 0 MTG.STILE&INTERLOCK DS I ®MTG. STILE&INTERLOCK ENDS u �.•• sheet 4of B V TYPICAL ANCHORS � o IN CLUSTERS TYPICAL ANCHORS C MTG. STILE&INTERLOCK ENDS IN CLUSTERS TYPICAL ANCHORS SEE SHEET 3 FOR QUANTITIES 0 MTG.STILE&INTERLOCK ENDS IN CLUSTERS Z w 3 SEE SHEET 3 FOR QUANTITIES ®MTG. STILE&INTERLOCK ENDS METAL Q SEE SHEET 3 FOR QUANTITIES STRUCTURES BY WOOD BUCK EDGE 0 OR STRUCTURE COUNTY EDGE GIST. APPR'D MULLION Z fit� O C gj V SEE SEPARATE NOA 'n0 0 a O W Q�3tL No 4zN_ aHE0 ' J � o rp co Ww C co Q z W z U 0 3 Q y O=fV a =F c'j NN to WOOD BUCKS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE 3 w MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND h =Z TRANSFER THEM TO THE BUILDING STRUCTURE. o 12 F 12 iR D=NA TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A' 1/4" DIA. HILTI KWIK-CON II (FU-163 KSI, FY-157 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. WOOD PENETRATION THRU 1BY WOOD BUCKS INTO MASONRY OR•CONC. c 1-1/4" MIN. EMBED INTO MASONRY OR CONC. g TYPE ' " - (FU-163 KSI,F- I) m DIRECTLY INTO MASONRY OR CONCRETE v b 1-1/2" MIN. EMBED INTO CONCRETE AT HEAD & JAMBS 1-3/4" MIN. EMBED INTO CONCRETE AT SILL PRODUCFRLNBWBD 1-1/4" MIN. EMBED INTO BLOCK nccmnplyhlswl9ttile FIulJA B u i l d" , B Cadc ! ° o 7 a TYPE 'B' 1/4" DIA, TEKS OR SELF DRILLING SCREWS (FU-92 KSI, FY-120 KSI) Acc,,.,, ,,,o,�,� INTO METAL STRUCTURES fixP� pL7 -^` ��Q19 a W r STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) Uy_ / ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) In -74 .d (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) En9r.JAVAD AHMADCML TYPICAL-EDGE DISTANCE FLA.PE J 70592 3 O.A.N.3536 INTO CONCRETE AND MASONRY= 2-1/2" MIN. Ij y INTO WOOD STRUCTURE 1" MIN. INTO METAL STRUCTURE 3/4" MIN. CONCRETE f'a - 3000 PSI MIN. �1 ' drawing no. MASONRY I'm - 1500 PSI MIN. C{f�{ �'';j `1,}}�) W03-101 sheat 5 of $ PANEL WIDTH WOOD BUC D jlllT4ALSTRUCTURES NOT BY RC HOME SHOWCASEMUST SUPPORT OSED BY GLAZING SYSTEM ANDTRANSFER THEM TOUILDING STRUCTURE. 10 11 T. n 8 _ 18 a ------- _--_—_-- - f ~ 29 -------- TYPICAL ANCHO Q W el f x-T O SEE ELEV.FOR SPACIN O �03 3 .. g 1BY WOOD BUCK v 13 17 z D.4 OPG. IB g 1/4'X 3/4-SCREWS-] PANEL WIDTH �i�i r- 1/2" I/2-MA%. W Li DOOR WIDTH 1/2-MAX. Q Z 4 SHIM EXTERIOR SHIM vO a w PANEL WIDTH N TYPICALD.L.O.PICAL ANCHORS � fry u')`- m SEE ELEVATION FOR SPACING W n TM•1 M TYPICAL ANCHORS = _ O SEE ELEV.FOR SPACING U 3 N m TYPICAL ANCHORS SEE ELM FOR SPACING 1/2-MU. SHIM ALTERNATE TO -- v H R rc n a• o v c! s .yo^NaSd f •.. •` �• ��Of.IPW cl METAL 1 _ •� TRUCTURE Engr,JAVAD AHMAD cl CML FIA.PE70592 < n CAN. 538 �•" PRODUCPRBNBWBD o com"yha 000 The FIaWA g B.ildinD Coda x' ; O 2-MAX. Accepinnee Nn /. / I xf 'on meZ �j r Browing no. SHIM / �N T—' W03-101 hlinnli Unde P(oduc- L�4�1f'.�'�'[.l�hf sheet 6of 8� UNANCHORED JAMBS 0 DEFLECTION AT 80 PSF 0 P��IN DOOR HEIGHT DETLECDON INCHES INCHES INCHES30 .075 0 mm O E�. n 36 .087 1 i 42 .099 E 1 a N 48 _.109 Q O V 54 8O .117 JA 56 .120-1/2 .124 8_21 9 0 5 n 66 .129 --- / C& M gg 30 .157 _ _ / Q Q o 36 .186 42 .212 46 1 1 48 96 .236 ______ / �TN= 54 .258 / J/8'X 3/8" Q W F 56-1/2 •266 BOND BREAKER 60 .278 TAPE O 66 .286 -- _ 30 .201 TMA.JB .2J8A• LICONE42 .272W CORNING 79048 102 •305 54 ,334 3A W W58-i/2 .346 - SILICONE Q z60 .357 DOW CORNING 79030 .254 MAX. CAP DEPTH= 3/8"MIN. rn O N36 .301 SEE CHART EXTERIOR SEE CHART ? N r M v in 42 .345 GAPFREE STANDING JAMB FREE STANDING JAMB FREE STANDING JAMB g w48 387 n 54 106 .426 FIXED SIDE OPERABLE SIDE FOR JOINTS CAP LESS THAN 1/4'USE O Z o BONO BREAKER TAPE I = -ro 56-1/2 .441 FIX IN^4 Sz IN^J SEE DETAIL ABOVE U n ... 60 N N _ 0 bR A GIVEN PANEL WIDTH/DOOR HEIGHT DETERMINE - JAMB DEFLECTION AT 80 PSF FROM CHART ABOVE. 41TH THIS DEFLECTION DETERMINE MAX. GAP USING CHART 3ELOW FOR SEALANTS WITH 509 AND 1009 STRETCH. JAMB DEFLECTION-IN. MAX.CAP o 507. 1009 INCHES c .280 .433 .250 m .420 .600 .375 b .560 .600 .500 .600 .625 v .600 .600 .750 .6 o " c .600 .600_J `875 •`o .600 .800 1.000 � W a O En9n JAVAD AH1/A0 ,� o CML j FTA.PEI 70592 CAN. 538 o PRODUC1'RENFMIED to complying vriW the Ploridn NOTE: DuildhHB Codc DATA IN THIS SHEET MAY BE USED TO QUALIFY AcceplaueNO_.___ _../. • / j drow3n no. SEALANT TO BE USE AT UNANCHORED JAMBS. BN 1UP 4 PLEASE REFER TO SEALANT MANUFACTURER'S DATA 3m L � it 7TH�� IW03-1011 AND APPLICATION MANUAL. mj,,11i DAde PYedNct(:4111101\ (3�'r. .1 c sheet 6.1 of 8 5.499 p 2 235--�{ 1,684 5.016{ I 1 .544 � o 1.4175 1.913 .625 0 '� 1.875 .168 1.792 .125 I '375 I •062 L344 2.187 IL V 2.085 bb--2.49J---�I 14 HEAD COVER J5 INSIDE SILL TRACK 090 4.612 0 a 4 O FRAME HEAD 2.684 125 TIP. () ryi 3.000 .260 2.673 of 0 Wj c g �2.062� 1.90.078 .078 O A78 .078 1.764 1.564 2.847 ,257 � I .,Oo- a a g 613 ,4001.391 1.7� �II II � 062 I 001'391 � 4.582 0 FRAME JAMB (FREE STANDING) O L.374J .344 1.569--I 1.000 1.274 O h P. 9 LOCK STILE x^-1.569-y 1.908 1.768 O � YYGG`44{{ C FIX. TOP RAIL O MOV. TOP RAIL },� --� W w 2.313 Z U W �• 1.718 1_1.606 .062 1.474 0 > 1.569 2531 y O¢N a .078 1.913 I t MTG. STILE � ,n-r)r1 m M v .500500 W m _T L A Li 2: 1.04-1m1.374 y O Z N 1.594 2'376 2.313 t.B28 4A ALT. MOVING BOTTOM RAIL W Von 062 062 1.396 2.750 d'N G' 1D INTERLOCK 2.211 1.792 250 I I_� .1.063 F^-1.374-moi .125 1.674 4.574 c $ 1.564 ,094 .090 $ u 10 FIX. BOTTOM RAIL Q MOVING BOTTOM RAIL • o 1.000 1.076 PRODUCT RENEWED O FIXED STILE ns com 611'Ing w1U;lha E•loridn O c $$$r Dulldiu Codo 2.520 AcccplmuolVo r- -� Q FRAME JAMB (ANCHORED) P.xl�n `Dato 42019 `°c m i. I/ J � U O w 3.375 125 Mirmd Ueda Product Canho L n NP. .250 .062 En9r.JAVAD AMMIAD 4 o LML j 3 ttP• 2.688 FlA C.A.N.(38 3 1,375 C0.N536 n - .250 v � �• .437 f II6 t rl FRAME SILL I2 i- THRESHOLD �OLD COV t3 SILL I ANCHOR 011K'/rl5of 01 0 G G V N �o `=n a' of Cal \\\\ r„ \ F' v moa a 1` :0* a W.: 11-10-o3 revisions: SERIES-RS240 ALUM SLIDING GLASS DOOR(LM.1.) AL-FAROOQ CORPORATIO no 0 N a T £ .0 scrip ion ENGINEERS&PRODUDTDEVELOPMEW ,,.o,.o No CMWANGE nas SHEET RC HOME SHOWCASE 3235 S.W.87 AVE f ,p c L2.0.05 REV.PER BCCO COMMD 15 o I 2970 N.W. 75TH AVENUE muwv,FLORIDA 33174 _ d,Ey: HAMID 0 03,23.09 UPOA,EO FOR 2007 FEC C O E 03.3313 NO CHANGE THS SHEET MIAMI, FL. 33122 -M (305)264 MOO FA (305)262.976 F 10,10.13 RANVF,NAME REV. TEL(305)352-6214 FAX. (736)464-1582 COMP-ANL\W03-t01 RC t