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HomeMy WebLinkAboutNOA-SLIDING GLASS DOORMIAMIDMADE MIAMI--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wvnv.rnianfldade.gov/econoniy RC Home Showcase, Inc. 2970 NW 75"' Avenue Miami, FL 33122 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 "RW 240" Aluminum Sliding Glass Door — L.M.I. APPROVAL DOCUMENT: Drawing No. W0411, titled "Series — RW240 Alum. Sliding Glass Door (L.M.1.)", sheets 01 through 08 of 08, dated 02/19/04 with revision "F" dated 12/16/13, 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 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. 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 autoniatically 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 revises and renews NOA No. 09-0324.03 and consists of this page 1 and evidence pages E--1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13--1112.03 MlAhr!•©ADE COUNTY Expiration Date: June 24, 2019 < Approval Date: December 26, 2013 ��; a Page 1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Srrbtnitted under previous NOA No. 04-0401.02) 2. Drawing No. W04-11, Sheets 01 through 08 of 08, titled "Series — RW240 Alum. Sliding Glass Door (L.M.I.)", dated 02/19/04 with revision "F" dated 12/16/13, 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 Reports No.'s FTL-5428 and FTL-4080, both dated 01/26/04, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 04-0401.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 10/15/13, prepared by Al—Farooq Corporation, dated 12/17/13, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 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 "DuPmrt Butacite®PVB Interlayer" dated 04/11/13, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, issued by AI—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. Jaime D. Gascm , P. E. Product Control Section Supervisor NOA No. 13-1112.03 Expiration Date: June 24, 2019 Approval Date: December 26, 2013 E-1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 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. 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 Reports No.'s FTL-5428 and FTL-4080, both issued by Fenestration Testing Laboratories, Inc., both dated 01/26/04, signed and sealed by Carlos S. Rionda, P. E. (Submitted urr(ler previous NOA No. 04-0401.02) G. OTHERS 1. Notice of Acceptance No. 09-0324.03, issued to R.C. Aluminum Industries, Inc. for their Series "RW-240" Aluminum Sliding Glass Door - L.M.I., approved on 05/27/09 and expiring on 06/24/14, Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-1112.03 Expiration Date: June 24, 2019 Approval Date: DecemUer 26, 2013 E-2 5 1/4" 2 3/4" MAX. 17 1/2" 2 1/2' 2 1/2" 2 F 250 1 /2'" DOOR WIDTH WIDTH CLUSTER OF ANCHORS SEE CHART SHEET 3 FALSE MUNTIN FOR QUANTITIES OPTIONAL n < 27 /'/ V m p 0 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. SERIES-RIV240 ALUM SLIDING GLASS DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART SHOWN ON SHEET 2. USING CHART ON SHEET 3 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOADS REQUIRED, LOWER DESIGN PRESSURES FROM GLASS OR ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG, CODE SECTION 2003.8.4. Ya CLUSTER OF 4 ANCHORS XO (SHOWN) ox ICI OXO (SHOWN) I a TYPICAL ELEVATION TESTED UNIT IT OPENINGS: DLO YlIDTH =PANEL 4/IDTH - 5.750 DLO HEIGHT = FRAME HEIGHT - 10.375 -0 a XOX (SHOWN) OXXO (SHOWN) APPROVED CONFIGURATIONS DOOR CONFIGURATIONS OF MORE THAN FOUR PANELS USING STILE COMBINATIONS SHOWN IN THESE DETAILS MAY ALSO BE APPROVED (EXAMPLE OOXX00). YRODUCT'RBNEIVED u vrnpl}•ing �trlh 11re Florida Building Code ,.pg ^� �hCCPIP1oltC a0-j �bd Miami Dado Produs9 Coniml " CML FLA. PE � 705 C.A.N. 3538 t. m Q a ^ N � N o Cj e o Zo N _ � W W Z 3a in O N a a ^ M N W n � J OZW o z E 0 ffi rc u w v a c 0 0 0 N m o m 92 LAMINATED GLASS LAMINATED INSUL. GLASS LARGF, MISSILE IMPACT D � e i � drawing no. W04-11 DESIGN LOAD CAPACITY - PSF PANEL YADh9 NOMINAL INCHES DOOR HEIGHT IwcHEs GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'C' EXT. + ( ) INT. (-) EXT. (+) INT. (-) EXT. + ( ) INT. (-) 30 36 42 48 54 56-1/2 60 66 80 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30 36 42 48 54 56-1/2 60 66 96 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - 30 36 42 48 54 ss-t/2 60 62-5/8" 102 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 so.o ao.o so.o 80.0 80.0 - 80.0 80.0 - 30 36 42 48 54 56-1/2 60 62-5/8" 108 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - 80.0 80.0 - U K g 0 L J O m N Q Q Lu a N p G U O W Ov v O p Ills M p W M o ®dQ®rvi O t d Nip N Q W LL b �ZUI_o m 5M_a B m F a O m I o Cj e o Z 0 N N � 5 LLI w U (n U Q Z z (� Ld 3a N O N a = N W � M LLI M m O M 2i J 3 O z ^n = o w v of U C) w N r N O 5/32" TEMP. GLASS 5/32" TEMP. GLASS PRODUCFRHNFAVED 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS 3/8" AIR SPACE 3uildinl,Code��'ScFlorrEL� 5/32" TEMP. GLASS 5/32" HEAT STREWD GLASS Acccptonce No_ d 'It W .090 INTERLAYER Fxl,IxsµonJJale e. ^�YIj DUPONT 'BUTACITE' PVB .090 INTERLAYER .090 INTERLAYER U ,tt,�_w,.t�� DUPONT 'BUTACITE' PVB DUPONT 'BUTACITE' PVB 9_ -""- Nli:uni Dock Producl Colvrol 5/32" TEMP. GLASS 3/16" HEAT STREN'D GLASS 5/32" HEAT STREN'D GLASS NOTE: GLASS CAPACITIES ON THIS SHEET ARE o_ SILICONE d w SILICONE o_ SILICONE BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOW CORNING 995 Z !- DOW CORNING 995 DOW CORNING 995 m m m AND FLORIDA BUILDING COMMISSION M N N m DECLARATORY STATEMENT DCA05-DEC-219 �i M it II II M II II M sl II II < I I II I I I I II � f II II II II II II En9r. JAVAO AHMAD m W CNIL II II II it 1 a E+ F.A. PE j 70592 ST, STEEL ST. STEEL C.A.N. 3538 W METAL SPACER METAL SPACER - 23 23 351`4 O GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C'�,� 6 !''r drawinl1g qno. 15/16" LAMINATED INSUL, GLASS 7/16" OVERALL LAMINATED GLASS •15/16" LAMINATED INSUL, GLASS W04 1 GLAZING OPTIONS _ sheet 2of 8 �N 0 otr€�o �p (n o � 0 0 0 m � o c ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REAiARKS t 2400ST-038 t FRAME HEAD BOOS-TS - 2 2400ST-O51 1 FRAME SILL 6005-T5 - 3 2400ST-042 2 FRAME JAMB 6063-T6 - 4 2400ST-048 1/MOV. PANEL MOVING HORIZ. BOTT. RAIL 6063-T6 - 5 2400ST-050 1/FIX. PANEL FIXED HORIZ. 80TT. RAIL 6063-T6 - 6 2400ST-047 1/lAOV. PANEL TOP MOVING RAIL 6063-T6 - 7 2400ST-049 1/FIX, PANEL TOP FIXED RAIL 6063-T6 - 9 2400ST-022 1 LOCK STILE 6063-T6 - 2400ST-041 1/ PANEL INTERLOCK 6063-T6 - 24005T-025 1 MEETING STILE 6063-T6 - 2400ST-052 1 THRESHOLD COVER 6063-T6 - F 2400ST-011 - SILL TRACK ANCHOR 6005-TS 6" LONG 2400ST-053 1 HEAD COVER 6063-T6 - 2400ST-031 2 SILL TRACK PLATE (5-t/4" X 1/4" X 5" LONG 6061-T6 AT EACH END 2400ST-031 3 SILL TRACK PLATE (5-1/4" X 1/4" X 10" LONG 6061-T6 AT IMERLOCK/ASTRAGAL STILES 16 2400ST-032 - MTG. RAIL THRESHOLD SEAL 6063-TS 6" LONG 17 #10 X 1/2" 2 WEATHERSTRIP FASTENERS - - 18 V-027 - BULB W'STRIPPING VINri FP-712 PROTOTYPE 19 V-019 - FLAP WEATHER SEAL VINYL WIDORG, YN-2310 20 V-026 - BULB W'STRIPPING VIP1ri FP-198 PROTOTYPE 27 \Y31265NK - FIN PILE W'STRIPPING - ULTRAFAB 22 0250X270 - 0-LON W'STRIPPING - SCHLEGEL 23 - 2/ LITE SETTING BLOCK NEOPRENE LOWE, DUROMETER 85t5 SHORE 26 100-7101 2/MOV. PANEL TANDEM WHEEL ASSEMBLY - WORLD IND. PRODUCTS INTL. 27 10-0018XX 1 STANDARD SLIDE SET LOCK - WORLD IND. PRODUCTS INTL. JA 28 - 1 LOCK KEEPER - - 29 - - DOOR BUMPER - 1" CIA, X 3/4" LONG 30 2400ST-040 AS READ. INSIDE SCREEN TRACK 6063-T6 - 31 #10 X 1-1/4" 2/ PANEL PANEL ASSBY. SCRE\4S ST/ST - 32 #10 X 1-t/4" 2/ CORNER FRAME ASSBY. SCREWS ST/ST 33 - 2 4-1/4" X .060" X 6" LONG PLATE ALUMINUM AT FRAME JAMB BOTTOM 34 - - 5/8" X 1-1/2" X .1" PLATE ®LOCK STILE BOTTOM ALUMINUM FASTENED SMITH �8 X 3/B" FIT 35 V-061 AS REOD. MARINE GLAZING VINri - 36 W21205NK AS REOD. VERTICAL W'STRIPPING PILE ULTRAFAB DESIGN LOAD CAPACITY -PSF (HEAD ANCHORS) 3/8" AIAX. SHIAi SPACE I/2" AfAX. SHIAi SPACE 4 ANCHORS AT STILE ENDS 6 ANCHORS AT STILE ENDS 8 ANCHORS AT STILE ENDS 4 ANCHORS AT STILE ENDS 6 ANCHORS AT STILE ENDS 8 ANCHORS AT STILE ENDS ANCHORS A& B ANCHORS C ANCHORS A& B ANCHORS C ANCHORS A& B ANCHORS C ANCHORS A& B ANCHORS C ANCHORS A& B ANCHORS C ANCHORS A& B ANCHORS C PANEL WIDTH NOPAINAL INCHES DOOR HEIGHT 4NCHE5 EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) 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 36 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 42 80.0 80.0 80.0 80.0 80.0 80.0 77.5 69.6 80.0 80.0 80.0 80.0 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 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 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 60 66.0 59.8 80.0 80.0 80.0 80.0 54.2 48.7 80.0 73.1 80.0 80.0 66" 60.0 54.3 80.0 80.0 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 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 68.8 62.3 80.0 80.0 80.0 80.0 56.5 50.8 80.0 76.1 80.0 80.0 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 56-1/2 58.4 52.9 80.0 79.3 80.0 80.0 48.0 43.1 72.0 64.7 80.0 80.0 60 55.0 49.8 80.0 74.7 80.0 80.0 45.2 40.6 67.8 60.9 80.0 80.0 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 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 36 80.0 78.1 80.0 80.0 80.0 80.0 70.9 63.7 80.0 80.0 80.0 80.0 42 73.9 67.0 80.0 80.0 80.0 80.0 60.8 54.6 80.0 80.0 80.0 80.0 48 102 64.7 58.6 80.0 80.0 80.0 80.0 53.2 47.8 79.8 71.6 80.0 80.0 54 57.5 52.1 80.0 78.1 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 60 51.8 46.9 77.6 70.3 80.0 80.0 42.5 38.2 63.8 57.3 80.0 76.4 62-5/8" 49.6 44.9 74.4 67.4 80.0 80.0 40.8 36.6 61.1 54.9 80.0 73.2 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 60.1 80.0 80.0 80.0 80.0 42 69.8 63.2 80.0 80.0 80.0 80.0 57.4 51.6 80.0 77.3 80.0 80.0 48 108 61.1 55.3 80.0 80.0 80.0 80.0 50.2 45.1 75.3 67.7 80.0 80.0 54 54.3 49.2 80.0 73.8 80.0 80.0 44.6 40.1 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 38.3 64.0 57.5 80.0 76.6 60 48.9 44.3 73.3 66.4 80.0 80.0 40.2 36.1 60.3 54.1 80.0 72.2 62-5/8" 46.8 42.4 70.3 63.6 80.0 80.0 38.5 34.6 57.7 51.9 77.0 69.2 NOTE: SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. USING CHART ON THIS SHEET SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOADS REQUIRED. LOWER DESIGN PRESSURES FROM GLASS OR HEAD OR SILL ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM. PRODUCT' RHNBWED :u compfymg with the FlarLla Huilding Code Accepta� No .p &r7iitliititu�Potev ��.5. Liy _ � �'�._ :%ems---.._"� a Dliami iJ�d� Product Cmibol DESIGN LOAD CAPACITY -PSF (SILL ANCHORS) PANEL WIDTH N01,41NAL INCHES DOOR HEIGHT INCHES 4 ANCHORS AT STILE ENDS ANCHORS B EXT. (+) INT. (-) 30 36 42 48 54 56-1/2 60 66" 80 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30 36 42 48 54 56-1/2 60 66" 96 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30 36 42 48 54 56-1/2 60 62-5/8" 102 80.0 80.0 80.0 80.0 80.0 80.0 80.0 SO.0 30 36 42 48 54 56-1/2 60 62-5/8" 108 80.0 80.0 80.0 80.0 80.0 80.0 80.0 76.0 CMI. FLA PE � 70592 C.AN. ,3538 � Qq .Vr- � � ®Z W W N Q � N Ii o � � v� O ud. ®U � � M ��>M G ®aQo.i �tn��� W � LL N � Zui -o I C7M� ffi B w.�i � N W � V] i a o Lj a o o Z � N - m lil w c� � co Q z z Uw 3a v, O N � � _ � N N a r � W � J M � � z � o S -n w � � v U � Q � w � N � � m � 0 o � a z a U p W� �� w� N C N � o � p N d O m G a i � o � .. drawing no W04-1 ' of TYPICAL ANCHORS IN CLUSTERS O MTG. STILE &INTERLOCK ENDS TYPICAL ANCHORS SEE SHEET 3 FOR QUANTITIES IN CLUSTERS ® MTG. STILE & INTERLOCK ENDS 1BY cwi SEE SHEET 3 FOR QUANTITIES "EDGE GIST. [WOOD BUCK -CbNCRETE ° m iw 3 Kal MIN. 'n - = pN EDGE DIST; n . u w n. . a 00 CONCRETE: ° 3 KSI MIN..e 21 1 I` n 20 It it II II I 20 5Vh II 6 II II L- II II II II 22 it 14 I II 11 I IL ___ JI I jl II I Ir=---=11 IL ----JI I II III II II II 1 Ir— -1il I � h I I II I I II II II I I II II I I II II II I I I I a II Ili r Q 0I x w a a x p W 1 a w J 33 p 33 Q W II II II I Z w a n n w r II II II , I U I III 11 II I I N I I I I I 1 I I II II II j � I I I I I 34 I I i II I I 1 1 I 1 1 I III I I I I I II L JI I I I IL JI I I I II II I I II II I I II II I I II II II II I II II 4 I I 2 1 II I I II II I I I II I1 1 1 11 II zs i T I II II i I Ij II 30 j II pvjj II II i I II 1 I I 13 I III III j �� �I / 1 j II p 1 I� d_ J II II I I I II it 2 fl I u u I iL i 1 1 n u I� - u 5 15 .. ...................... ..... ................ 515 ... .. ....... ...'..j d CONCRETE 19d 1 4a ° CONCREI 3 KSI" MIN, e a W1 - 3 KSI M EDGE DIST. W24 - TYPICAL ANCHORS 1 4" X 3 4" SCREWS IN CLUSTERS OF 4 ® MTG. STILE & INTERLOCK ENDS � YRODUCT'RGNGWEO ao as eO1jPI>'i»S miUr the Florida m Building Cade w Acc plailce No Bxpt(ry-Date C a 4� fiBy- N Mimai Dade N' Odac# Conhf' SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE/ALUM COLORED SEALANT, LOCI{S: SURFACE MOUNT THREE PLY HOOK LOCK BY 'WORLD INDUSTRIAL PRODUCTS' AT 41-1/2" FROM BOTTOM WITH KEEPERS AT LOCK POSITION. KEEPS: Wt = 2-1/2" WEEP NOTCH AT SILL CENTER W2 = 7/8" NOTCH AT EACH END Z n Q ®Z w O 0 O W M d ®� r � M °o ®4Qp.i Qci 0 W3�a ZIq. O al ¢ J s En su L a JAVAD AHPAAD m .... POURED AND HARDENED gc CIVIL s a NON -SHRINK & NON-METALLIC F A, PE # 70592 w i '._'.... _ c a HIGH STRENGTH GROUT C.A.N. 3538 f'c = 5000 PSI MIN. NOT BY RC HOME SHOWCASE ° MUST TRANSFER SHEAR LOADS TO STRUCTURE 1d V drawing no. PICAL CLUSTERS NOOF 4 WO A_ 1 1 shee `t ® MTG. STILE & INTERLOCK ENDS Yet 4 of $ TYPICAL ANCHORS IN CLUSTERS TYPICAL ANCHORS ® MTG. STILE & INTERLOCK ENDS IN CLUSTERS TYPICAL ANCHORS SEE SHEET 3 FOR QUANTITIES ® MTG. STILE & INTERLOCK ENDS IN CLUSTERS SEE SHEET 3 FOR QUANTITIES 0 MTG. STILE & INTERLOCK ENDS"��ETALSEE SHEET 3 FOR QUANTITIES2BY WOOD BUCK -------------OR / I MIAMI-DADE COUNTY jw4100D STRUCT�EE�� E G DIST. j APPR'D MULUON I -Q m o SEE SEPARATE NOA II II II := O WOOD BUCKS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. N W I a K o U a N � � U7 5 Ww � Q Z � pia N O N a = N J M = I n Una N Q N5i1- TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A' 1/4" DIA, HILTI KWIK-CON II (Fu=163 KSI, Fy=157 KSI) R INTO 2BY WOOD BUCKS OR WOOD STRUCTURES z 1-1/2" MIN. WOOD PENETRATION THRU 1 BY WOOD BUCKS INTO MASONRY OR CONC. a o w 1-1/4" MIN, EMBED INTO MASONRY OR CONC. TYPE 'B' 1/4" DIA. HILTI KWIK-CON II (Fu=163 KSI, Fy=157 KSI) d DIRECTLY INTO MASONRY OR CONCRETE w p 1-1/2" MIN, EMBED INTO CONCRETE AT HEAD & JAMBS 1-3/4" MIN, EMBED INTO CONCRETE AT SILL PRODUCPRENEWED 1-1/4" MIN, EMBED INTO BLOCK as complying with tile Florida c Building Code N TYPE 'C' 1 /4" DIA. TEKS OR SELF DRILLING SCREWS (w=s2 KSI, Fy=120 KSI) Acce 1y ce No w a o F,xpilpt1li15:1 S12+L' _ gJl 0 0 o w INTO METAL STRUCTURES' STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.);Y.Frj D��Y""' AAhdnI'm(WkwACoatUoI < ALUMINUM 1/8" THK. MIN. (6063—T5 MIN.) 1 m (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Engr. JAVCA�I AHIMD I 1 9 TYPICAL EDGE DISTANCE FLA. PE 70592 0 C.A.N. 3538 10. INTO CONCRETE AND MASONRY = 2-1/2" MIN. - o s INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN, O CONCRETE Yc = 3000 PSI MIN, drawing no. n MASONRY f'm = 1500 PSI MIN. W04-� Or I O n SFr -- I `--- D.L. OPG. f�f•7I�dI:�A EXTERIOR TYPICAL ANCHORS SEE ELEVATION FOR SPACING TYPICAL ANCHORS ��19[N:l�dl[y7P]:F� PRODUCT RRIVHl4Bp ns complying with toe Flusde}ss Building Code .,„�, Acceptmtce 1y0 (a,j ,,,� Cepirpti Ai Date t A;; :mi Dade Rnduct Control ' IVIGSi.I CML F!A PE � 70592 C.A.P. ?F36 T 0 ®°' Z 4 a w a B a 0 �. o M o d� � LL A � M K>M °o ® aIL Q 0 i ®���� v, OO o cl Q W LL y IL W 0�yj TYPICAL ANCHORS W ei f SEE ELEV. FOR SPACING 0 N 1BY — m WOOD BUCK J o Cj a o Z N � 5 Ld w 1/2• MAx. � Q Z SHIM z (� W n O N a = F N N (n NK7 I a W M m O z a • M U Q N 1-- O t t m 0 LT o ¢ tt o. C C c o � 4 oa � o m c O m � � I � O no. drawing W04-11 1 F7 F. O7 FIX. TOP RAIL O6 MOV. TOP RAIL r.718 .374 --�I 1 14 HEAD COVER O LOCK STILE 10 INTERLOCK 1 r�-1.ti i4 �i O FIX. BOTTOM RAIL O MOVING BOTTOM RAIL 13 SILL ANCHOR L FRAME SILL 12 THRESHOLD COVER 250 .544 .625 .100 30 INSIDE SCREEN TRACK 2, 260 I 4.562 1 F}-1.606—�I I3 11 MTG, STILE O FRAME JAMB CML fl! Pf � 70592 PRQDUC"1' IiENE\\'ED C.A.w. 3538 as complym0 with the Florida Fluildinq Code yy Acceptmlce No J�O,y,,++���,,, c Phi#i8i1'Vtpate �o F 7)Pir' i y nmi Dnde Product Control � _ �� � o�m z 0 am w p o c � � 0 o m d � m e I fV Q drawing no. W04-11 sheet 7 of $ ®\ , w �§ } k� a};\o o0<<a 0 ca «22(0 � zLO j§,«� «n .,Im � ) k FRAME TOP CORNER PANEL TOP mme � \ \\ § )\}a- :=ea� mmp�0 /LLI of 0 G om< )«%,e „ � ® mmCTREN l+f'rf � 1201 3Y &y��� � m CPAt ��\ P, 538 � � � «�� e PANEL BOTTOM � _CL,Q drawing< .« FRAME BOTTOM CORNER ° wO4—]] aea 8 §\ `!§/ § �\\\§\