Loading...
RC-14-1938 (2)DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) . MIA\II-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 •Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.m is nddade.gov/economy ECO Windows Systems, LLC 9114 N. W. 106th Street, Medley, FL 33178 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 wilt 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 "700" Aluminum Sliding Glass Door w/ Reinforcements-L.M.I. .APPROVAL DOCUMENT: Drawing No. W13-49 REV A, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on MAR 10, 2013, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressures Vs Reinforcing, glass types and anchor capacity charts in sheet 5. Exterior (positive) design pressures are limited to +70 PSF w / 2-3/4" sill riser and +47.0 PSF w/ 2" sill riser. Lower design Pressure from charts applies to entire system. 2. See approved configurations in sheets 1 tlu'u 4. The max frame width not to exceed 192". LABELING: Each unitshall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1, as well. as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 13-0912.02 Expiration Date: March 20, 2019 Approval Date: -March 20, 2014 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W13-49 REV A, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on MAR 10, 2013, 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, TAS 202-94 along with marked -up drawings and installation diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7405 dated 09/13/2013 and last revised on 02/10/2014, signed and sealed by Marlin D. Brinson, P. E. Note: The above referenced test report has an addendum letter dated FEB 10, 2014, issued by Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test report Author. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by AI Farooq Corporation, dated 12/12/13 and last revised on JAN 27, 2014, signed and sealed by Javad Ahmad, P.E. 2. _ ` Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their"Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® Interlayer", expiring on 01/14/2017. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 12/12/13, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test propbsal, dated 03/25/13 approved by Jaime D, Gascon, P:E. E-1 /f ishaq I. Chanda, P.E. Product Control Examiner NOA No. 13-0912.02 Expiration Date: March 20, 2019 Approval Date: March 20, 2014 { ) I INSTRUCTIONS; USE CHARTS AS FOLLOWS. STEP 1 SEE CHART /1 ON SHEET 5 FOR GLASS CAPACITY AND, REINFORCING REQUIREMENTS. STEP 2 SELECT SILL TYPE FROM SHEET 7 AND LIMIT EXT.(+) DESIGN PRESSURE AS SHOWN ON DETAIL. STEP 3 SEE CHART /2 ON SHEET 5 FOR ANCHOR CAPACITY. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 1 THRU 3 SHALL APPLY TO ENTIRE SYSTEM. DAYLITE OPENINGS WIDTHS: FIXED STILE -INTERLOCK = PANEL WIDTH - 7.125" INTERLOCK -ASTRAGAL - PANEL WIDTH - 7.250" DAYLITE OPENING HEIGHT: PANEL HEIGHT - 6.50" PANEL HEIGHT. = DOOR FRAME HEIGHT - 1.5625" THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -700 ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). I BY OR 28Y WOOD BUCKS 8Y 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. ALL SKIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED 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. 5" MAX. HEAD CORNERS 4 3/8" 13" MAX. m HEAD CLUSTER OF 4 OR 6 ANCHORS AT INTERLOCK ENDS SEE SHEET 5 FOR CAPACITY 96" MAX. DOOR FRAME WIDTH DOOR FRAME HEIGHT 106 7/16" - 1 \ s - a D.L. OPG. ..= 1 I — 11I.I. tI- "-1I 1 w �I 11 INTERLOCKS WITH OR WITHOUT REINFORCING _SEE CHART /1 E O- // _ // • 11 C L I. I I I Sr- / / ,4 FALSE MUNTIN OPTIONAL m 41 3/4" D.L OPG. .0 5" MAX. SILL . CORNERS L PANEL WIDTH SILL CLUSTER OF 4 OR 6 ANCHORS AT INTERLOCK ENDS SEE SHEET 5 FOR CAPACITY TYPICAL ELEVATION OX 48 7/8" PANEL WIDTH mE 'U ;gi rtdadIEetO Ow Iliddisa 2.1 '. • .,, /rd- tc.Mr. LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT Eng, JAVAD ANMAD CML FLA. PE J 70562 C.A.N. 3536millt 9/ y efivi `IV i z P8o E N_ V gS'' c.7ro& nig ,4l 3 J w In 0. U C, 0 O 0 ix V) 3 drawing no. W13-49 (sheet 1 of 12) 0 OI MAX. D COHEARNERS P Ir MAX. HEAD CLUSTER OF 4 OR 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY ,DOOR FRAME HEIGHT 106 7/16' U ie d u a O_4c____Ir___ V•' 0 o i - 1 I 1 I ____� I,i II II I 1i 11 II I . =1 1 I 1 1 // i /, t1, _ j_t'_-_- I I I - 1 I 1 I I .- `/ S /i .'j (-•��^> V ..INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART pt O ,/ /, // C./�• V dd FALSE MUNTIN OPTIONAL 5. AUX. J L SILL CORNERS 13" MAX. SILL ASTRAGAL INTERLOCK TYPICAL ELEVATION oxx CLUSTER OF 4 OR 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY Eng,: JAVAD AMMO CM. nA. PE 1 70542 . CAN.8 nppnred u eonpItag wtIbgo Nodd* Bolding Cede S 31'11 •NOM 02_ Mir) hate ?Mewl Centro! LLI c F2 zd 0. U J a 8 N 0 !o' c C Ie 1/2'-1'-0' P. .12 S drawing no. W13-49 (sheet 2 0'12 (sheet 3 of 12) } 5" MAX. HEAD CORNERS 13' MAX. HEAD 4 3/8' CLUSTER OF 4 OR 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY 0006 FRAME HOOK 106 7/16' INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART /1 C H // /. - 1 1 =-IC==_iL=__ ....q.,7=-41.,== I I, i i //' 4' 1 I 1 1 I I INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART /1 '(�, A -� =1t==_yL== I'li- t 1 I i I, it � I; i1 10-1. - n d. a © 0. q p 1 i1 //' 1 ====' ====4=zr= itI it -�F a'_ II , 1: i 11 IV 1 I O /7 / V I _ __t __ a II 1i 11 I 1 i - A FALSE MUNTIN OPTIONAL 5' MAX. SILL CORNERS 42 1/16" D.L OPG. 49 3/16' 42 1/16' PANEL YADTH D.L OPC. 49 5/16' PANEL WIDTH INTERLOCK ASTRAGAL INTERLOCK 1 . . 13' MAX. SILL TYPICAL ELEVATION oxxx CLUSTER OF 4 OR 6 ANCHORS AT INTERLOCK/ASTRAGAL ENOS SEE SHEET 5 FOR CAPACITY Engr: JAVAO AIIMAD CML FLA. PE 170592 C.A.N. 7578 4'&1, applaud as am I$sgMIM Ii Mae 1I Z C Dal 3 20 IVDA Mb i O C) 0 a z SERIES -700 ALUM SU U } W 0171 a 0 onO Z •1L 0 `t U �w til Ol n I drawing no. W13-49 OX (SHOWN) XO XX DOOR FRAME WIDTH © I Q I o- T OXX (SHOWN) XXO OXO (SHOWN) DOOR FRAME WIDTH © I Q I O OXXX (SHOWN) OXXO XXXX APPROVED CONFIGURATIONS INTERLOCK EXTERIOR DOOR FRAME WIDTH NOTE: 1. CONFIGURATIONS SHOWN .FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. pprored as complying wit'NR Plorld*Be M=Cate Date 3 N at, . Z(42 O 1• 0 a• i0 0. .3v, 012.1 h oo NTn Oi o' Q OM 3 ^ 8 3Z�g Ow a, drowing no. W13-49 (sheet 4 of 12J CHART DESIGN LOAD CAPACITY - PSF (GLASS) ' - - 0008 MARE HERB OWES GLASS TYPES B. 131': GLASS TYPES 'A', 'A1' AVERNCE DOOR "WE WITHOUT RE110?. WITH REIN?. PANEL WON HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) INCHES . NICHES 30 60.0 70.0 _ 80.0 70.0 80.0 36 80.0 70.0 80.0 70.0 80.0 42 82 70.0 80.0 70.0 80.0 48 70.5 70.0 80.0 70.0 80.0 54 80.0 62.2 71.1 62.2 71.1 30 80.0 70.0 80.0 70.0 80.0 .36 .79.1 - 70.0 80.0 70.0 80.0 42 84 70.0 80.0 70.0 80.0 48 - .- 70.0 80.0 70.0 80.0 54 80.0 62.2 71.1 62.2 71.0 - 30 - .70.0 80.0 70.0 80.0 36 72.2 70.0 80.0 70.0 80.0 42 90 70.0 80.0 70.0 80.0 48 61.5 ' 70.0 80.0 70.0 80.0 54 80.0 - - - 62.2 71.1 30 74.6 _ 70.0 80.0 70.0 80.0 36 66.5 70.0 80.0 70.0 80.0 42 96 70.0 60.0 70.0 80.0 48 56.2 70.0 80.0 70.0 80.0 54 80.0 - - 62.2 71.1 30 72.7 70.0 80.0 70.0 80.0 38 64.7 70.0 80.0 70.0 80.0 42 99 70.0 - 80.0 70.0 60.0 48 80.0 70.0 : 80.0 70.0 80.0 30 69.2 70.0 - ...70.0 -..' 80.0'. 36 .61.5 - - 70.0 80.0 42 102 - - - 70.0 80.0 48 75.0 - - 70.0 80.0 30 64.6 - - 70.0 80.0 38 57.3 - - 70.0 80.0 42 108 _ - 70.0 ' 80.0 48 .-. 70.0 80.0 CHART Y2 LOAD CAPACITY - PSF (ANCHORS), - AVENAOE PANEL 110TH MRCS 0008 MARE HERB OWES 4 ANCHORS NIS. MLR SNE M66 6 OEM AT YID. MIK WNW EXT.(+) INE.(-) EXT.(+) INT.(-) 30 70.0 80.0 - _ - 70.0 80.0 36 70.0 60.0 70.0 80.0 42 82 70.0 80.0 70.0 00.0 48 70.0 75.2 70.0 80.0 54 62.2 _ 70.5 62.2 71.1 30 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 42 84 70.0 .79.1 - 70.0 80.0 48 70.0 72.7 -, 70.0 80.0 54 62.2 68.0 62.2 71.1 30 70.0 80.0 70.0 80.0 36 70.0 80.0 '- 70.0 80.0 -42 90 70.0 72.2 70.0 80.0 '48 66.1 68.1 70.0 80.0 54 61.5 - 61.5 62.2 71.1 30 70.0 ' 80.0 - 70.0 80.0 36 70.0 74.6 _ 70.0 80.0 42 98 68.5 66.5 70.0 80.0 48 60.6 60.6 70.0 -- 80.0 54 56.2 56.2 62.2 71.1 30 70.0 80.0 70.0 80.0 38 70.0 72.7 70.0 80.0 42 96 84.7 64.7 70.0 80.0 48 ' 58.9 68.9 70.0 80.0 30 - 70.0 80.0 70.0 • , 80.0 36 69.2 69.2 70.0 80.0 42 .. 102 61.5 .61.5 70.0 80.0 48 55.9 55.9 70.0 80.0 30 70.0 75.0 70.0 80.0 36 64.6 64.6 70.0 80.0 42 108 57.3 57.3 70.0 80.0 48 51.9 51.9 70.0 77.9 INTERLOCKS WMIOUT REINP INTERLACES WITH BEIN? 3/16" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 3/16" HEAT STREN'D CLASS GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS SILICONE DOW 899 3/16" HEAT STREN 0 GLASS .090" INTERLAYER ° BUTACITE PVB BY 'DUPONT' 3/16" TEMP. GLASS 3/8" MR SPACE 3/16" HEAT STREN'1) GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 3/16" HEAT STREN'D GLASS 3/16' HEAT STREN O GLASS Z w m 0 / GLASS TYPE 7/16' OVERALL LAM. GLASS ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE FOR DOORS WITH 2-3/4" SILL HEIGHTS. FOR 2" SIU. HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF DOORS WITH 1-1/8" SILL HEIGHTS ARE NOT APPROVED FOR WATER INFILTRATION RESISTANCE, SEE SHEET 7 FOR DETAILS NOTE: SEE CHART f 1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. SEE CHART #2 FOR ANCHORS CAPACITY. LOWER VALUES FROM GLASS OR ANCHOR CHART W111. APPLY TO ENTIRE SYSTEM. AVERAGE PANEL WIDTH-- DOOR FRAME WIDTH (MAX. 4 PANEL OR LESS) NUMBER OF PANELS SILICONE DOW 899 8 \ \ - SILICONE DOW 899 } / CARDINAL XL EOM SPACER ST. STEEL GLASS TYPE 'Al' 1" OVERALL INSUL LAA4. CLASS 3/16" TEMP. CLASS 3/8" ARL SPACE 3/16" HEAT STREW) GLASS .090' INTERLAYER BUTACITE PV8 BY 'DUPONT" 3/16" HEAT STREN'D GLASS SILICONE DOW 899 \ \ \ /CARDINAL XL EDGE SPACER ST. STEEL CLASS TYPE 'BI' 1" OVERALL INSUL. LAM. GLASS GLAZING OPTION$ (Age: JAVAO AMMO CML FLA. PE / 70592 CA3 N. 538 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 friistormileatr 1(MI,L�T�J�6L i. 1Mf.iii t 1(,Mdf91 m z U n 3 C k oO § 8 8 "11112 gni nr OEH (n o Nn 0OM z o^ i Z 1 O J v -0 w�W o1� 8 5 3 drowing no. W13-49 (sheet 5 of 12) A 1BY OR 28Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING — — - AT HEAD - I TYPE 'A'- 1/4" 01k UITRACON BY 'EI CO' (r...1 77 KSI, Fye155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4" MN. EMBED INTO CONCRETE TYPE 'B'- 1/4" 0IA. UITRACON BY 'ELCO' (Fu=1n KS. Fy-155 KSI) DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED TYPE C- 1/4" 01A. - SE7 F DRILLING SCREWS INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I (GRADE 5 CRS) L AT SILL - — — — — — �IYPE 'B'- 1 /4" DUI. ULTRACON BY 'ELCO' (Fu=177 KSI. Fy-155 KS) DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED L — — AT JAMBS- — — — — — TYPE 'A'- 1/4" 01k ULTRACON BY 'El CO' (Fu=177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MN. EMBED INTO CONC. OR MASONRY TYPE 'B'- '1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSL Fy-155 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. S F DRILLNG SCREWS (GRADE 5 GR5) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) I INTO METAL STRUCTURES STEEL : 1/8" THK. MN. (Fy = 36 KSI MIN.) I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) -TYPE 'C' - L_ J ANCHORIEDGE DISTANCES INTO CONCRETE 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c - 3000 PS MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. Enga JAVA) AHMAD CML FIA. PE / 53670592 C.A.N. 7 •PPrywd as complyla6 wR►fM Florida RWd4t Code Date NOAT 3 _�5�jti-n� Mind Dade Pru p,a Cantrd cc 2 0 In w Ui w C— drawing no. W13-49 (met 6 of 12 x TYPICAL ANCHORS SEE ELEVS. FOR SPACING 1BY WOOD HOCK (SEE NOTE SHEET 1) ' .d6NCRETE A II TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING NOT APPROVED UMIT MAX. FOR WATER RESISTANCE EKT.(+) LOADS TO 47.0 PSF LIMIT MAX. EXT.(+)0.0 LOAOS TO PSF SILL HEIGHT VS WATER RESISTANCE EXT.(+) LOAQ SEE CHART 1 FOR DOOR CAPACITY EDGE DIST. 3-1/8" METAL STRUCTURES 1/8" THK. TYPICAL ANCHORS SEE ELEVS. FOR SPACING r, I j MIAMI' -D -ADE COUNTY 1 APPR•D MULUON II SEE SEP TE NOA 3-1/8" II 11 LL- TYPICAL ANCHORS SEE ELEVS. FOR SPACING WEEPHOLES: WI = 1-1/2" LONG NOTCH AT EACH END. W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS AND 36" O.C. W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. - W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. 11 11 II II II II Approved as umpyl.g with Do Florida Wadies Code Dote 512-o 11,4 DOA/ it- • Mind bide t DdattCrakes PILE PADS: P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION 1=1/16" LONG X 7/16" WIDE X 7/16" HIGH P2 = SELF ADHESIVE PILE PAD 1" X 3/8" X 1/4" HIGH P3 = SELF ADHESIVE PILE PAD WITH MULTI, INTEGRAL FIN 2-1/2" X 1" X 3/8" HIGH P4 = OPEN CELL FOAM •AT INTERLOCK & ASTRAGAL 2" LONG X 1-7/16",. WIDE X 7/16" HIGH Emir. JAVAD NAJAD CML FIA PE f 70592 CAN. 3538 .fa‘u 0 p J S SERIES -700 ALUM SUDING GLASS (n T w U) aD F N Oo "I n 0�J I. Z 1Gf E 3Z� o omow Wow r � a S I drawing no. W13-49 (sheet 7 of 12) TYPICAL ANCHORS SEE ELEV. FOR SPACING REINFORCING AS RECD. SEE SHEET 5 FOR CAPACITY TYPICAL ANCHORS SEE ELEV. FOR SPACING PANEL WIDTH P3 SS _ ASTRAGAL EXTERIOR PANEL WIDTH SHIM Ery: JAVA() AHAIAO CML RA. PEI 70594 CAN. 3e TYPICAL ANCHORS SEE ELEV. FOR SPACING ..PPru ad as WA lM d.t Podia VvMies Cede Deft 12G tI4 NOA1 U d5rt-,z Mla*I bade ['abet CamroI -J N iV S drawing no. W13-49 (sheet 8 of 12) PANEL WIDTH PANEL WIDTH. REINFORCING AS REQO. SEE SHEET 5 FOR CAPACITY TYPICAL ANCHORS SEE ELEV. FOR SPACING AND QUANTITY i f' .111=111I1 METAL STRUCTURE EXTERIOR PANEL WIDTH DOOR FRAME WIDTH Approval as complying with Mr Florldn Ridding Code Daut_j:IL_? c l k'4 NDA/ - 04 2-- o z_ MLal • •elPodeabMnN r1/4, drawingno. W13-49 (sheet 10 of 12) ITEM j PART j QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARES 1 E701 1 FRAME HEAD - 6005-15 - 2 E7021 FRAME SILL 6005-15 - 3 E703 2 FRAME JAMB 6063-16 - 4 E704 2/ PANEL PANEL TOP AND BOTTOM RAR 6063-16 - 5 E705 AS ROD. PANEL LOCK STILE 6063-16 - 6 E708 AS REOD. PANEL OUTER INTERLOCK 6083-T6 - 7 E707 A5 REOD. PANEL INNER INTERLOCK 6063-T6 - 8 [706 AS RECD. PANEL MALE ASTRAGAL 6083-T6 - 9 E709 AS REM. PANEL FEMALE ASTRAGAL r 6063-16 - 10 6710 AS READ. GLAZING BEAD 7/16' LAMI GLASS 6063-T6 - .. 11 [711 AS READ. GLAZING BEAD 1" INSULATED GLASS 6063-16 -, 12 E712 'AS RECD. SILL TRIM 6063-T6 OPTIONAL 13 E713 AS REM. 2" SILL RISER 6063-18 - 14 E714 A5 RE00. 2-3/4' SILL RISER- 6063-T6 - 15 E715 AS READ. FIXED PANEL CUP 6063-16 -. 17 6717 AS RE05. INTERLOCK STIFFENER (FULL PANEL. LENGTH) 6063-18. - 18 110 X 3/4" HRH SMS AS REQD. FRAME ASSY. SCREWS ST. STEEL - IRA %10 X 1" FH SMS AS READ. PANEL ASSY. SCREWS 5T. STEEL - 19 18 X 1/2" PH SMS 2/CLIP FIXED PANEL CUP SCREWS ST. STEEL AT 3" FROM ENDS & 16" 0.C. 20 110 X 1-1/4" PH SMS 1/ ROLLER ROLLER INST. SCREWS - NOT SHOWN 21 WEATHERSTRIP AS REOD. FRAME AND PANEL WEATHERSTRIP - FIN SEAL .190 HIGH BY ULTRAFAB 22 6235 AS 8600. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB 23 E203 AS READ... GLAZING BEAD BULB SANTOPRENE ULTRAFAI% DUROMETER 6535 24 PRO3-6005 2/ 1I0V. PANEL ROLLER ASSEMBLY - INTERLOCK (1/2" MTG.. SPACER REQ0.) 25 6718 2/PANEL FIXED PANEL SKATE DELIRN - 28 18 X 1/2" PH SMS 2/CUP FIXED PANEL SKATE INST. SCREWS 5T. STEEL 27 - AS REOD. 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK 28 - AS REGD. BULIPON (SIUCONE SPACER) SIUCONE BY FRANK LOWE ,. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. Eng.. JAVAO MAUD CML FLA. A.N. 3PE 1 5270582 C 6 Approved M eosPLXls1 wUbVH PIe19L !fuddled Code now 3I(7-014 MOO 1't�8 NZ. Mod Ade Pra r ef eo*o 97 i 4� i Z gE Q � a 8P 8101 V r O � oqrgiPile J U) w z �a0 to t/ O c_I Ili " Z 3• w $ 0 3z Wrng u v R6 1i 8 drowing no. W13-49 • .1301r- 1 .693 4 V l3 w 1 3362 y 1 3.562 - x.125 5.059 -v AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 3235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2640100 FAX (906) 2626678 f 8 a. 1.824 Ia. .078 •.11'� 1.848 7 i .9717 l -I •045 .062 '- •937 1- f .050 ,A21 1.129 O .078 1.998 FRAME HEAD .1.998 1312 I 1 w,-.078 1.648 ` GLAZING 10 1" IN511L F-1.252 BEADGLAZING LAM. GLASS I Y�1.252 t1 7/16" BEAD UM. CUSS .094' �,,,�� _ 2.625 O PANEL LOCK STILE 1,--2.625 Q PANEL INNER INTERLOCK 2,G%( I 063 x1.144 1.471{ I 3.562 .062 .1.998 1918 .2, 0 .068 - 2.687 F 2.313 { ( ? 3.250 f.G7a ..� 1.848 v2.105 � �- -.G78 i.,zs1 2., I G5 C 7 SERIES -700 ALUM SLIDING GLASS DOOR (LM.I.) ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEOLEY, FL. 33178 TEL (305) 885-5299 1.O47 11it1115.532 � p 1.047 1.937 � U 1.047 1 �� 12 SILL TRIM 13 2" SILL RISER 14 2-3/4" SILL RISER it.r _. t. O �� 1.823 PANEL TOP & BOTTOM RML Q 2.625 PANEL OUTER INTERLOCK npprovN ao cee,pl7ieg xTlMM ploAda BaIdl,lg Cods Date 3 .915 r ----2.248--- r.,25 0 FRAME JAMB 1.494 / 1 ` p- I .357 15 .149 -1 FIX. 08 2 J 1 --1.540 A PANEL CLIP' 17. .125, INTERLOCK SIIFFtNER +-1.998-- --2.067-, .� �3 1.9 1r i - I� 1'U22 NO f • .3.687 I nwauriha 9/...a1,44./....a 4a -.t:- .078 I �i _ _ 3.437 __.. 1 .078 I Engs: JAVAITAHMAD CIVIL FL1. PE. ,3M 538 70392 , U .,;41.1 Ery. - ■E111 �_r Lr 1 1.824 i 5.274 .1 Q FRAME SILL 1.e24 1.648 '.M.O 3.820 +.. -� 3.996 -.078. 7 $ �,` { - .,-, --..--- ss 2.500 0 PANEL MALE ASTRAGAL .140 0 PANEL -s-2.000-s•n^<:. FEMALE ASTRAGAL drowing no. W13-49 (sheet 11 of 1Z) PANEL TOP/BOTTOM CORNER Emir: JAVAD AHMAD CM PIA PE 170592 C.A.N.N• 579 '►►road e: am►N1na wI hlM Medd. Bpabedez u dJ Code ll4Sis C�4 U a U In bJ W drawing no. W13-49 sheet 12 120(12 • •