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20-0915.02-23-212444MIAMI-DADE COUNTY PRODUCTCONTROL SECTION 1 1805 SW 26 Street. Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADNDNISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.tnianiidade.gov/building E.S. Windows, LLC 3550 NW49"' Street Miami, FL33142 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-Dad e 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 forquality 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 "5000" Outswing Aluminum Casement Window - L.M.I. Approval document: Drawing No. W08-08, titled "S-5000 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision H dated 08/25/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. Missile Impact Rating: Large and Small Missile Impact Resistant Labeling: Each unit shall bear a pennanent label with the manufacturer's name or logo, Barranquilla, Colombia, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. Renewal of thisNOA 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 tliis product. Termination of this NOAwHI occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture ofthe 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 maybe displayed in advertising literature. If any portion oftheNOAis 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 ofthe Building Official. This NOA revises NOA No. 19-0708.03 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuej^erez, P.E. NOA No. 20-0915.02y Expiration Date: April 03,2023 ^ Approval Date: December 17, 2020 12/4/20 Pagel E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDERPREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOANo. 11-0419.01) 2. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through lOof 10, dated 01/23/08, with revision Gdated 09/27/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOANo. 19'0708.03) B. TESTS 1. Test reports on; 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-9711, dated 07/26/18, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 19-0708.03) 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, Type "B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-07 along with marked-up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0419.01) 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 Wmd Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-04 along with marked-up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5336, dated 11/16/07, signed and sealed by Carlos S. Rionda,P.E.(Submitted under NOA No.08-0204.05) ^ Manuel Perez, Product Control Examitltr NOA No. 20-0915.02y Expiration Date: April 03^ Approval Date: December 17,2020 E- 1 E.S. VVindo>vs. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDERPREVIOUS NOA's (continued) C. CALCULATIONS 1. Anchor verification calculations and stmctural analysis, complying withFBC6''' Edition ^017), dated 10/27/14, revised on 09/22/17, and updated on 09/26/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 19--0708.03) 2. Glazing complies with ASTME1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6*^ Edition (2017), and of no financial interest, dated September 26, 2018, issued by Al-Farooq Coiporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No, 19-0708.03) 2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0419.01) 3. Laboratoiy compliance letter forTest Report No. FTL-5336, issued by Fenestration Testing Laboratory, Inc., dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-0204.05) G. OTHERS I. Notice of Acceptance No. 18-0116.04, issued to ES Windows, LLC for their Series "5000" Outswing Aluminum Casement Window - L.M.I., approved on 02/22/18 and expiring on 04/03/23. Manuel PeFez, P.E."" Product Control Exai NOA No. 20-0< Expiration Date: April 03,^ Approval Date: December 17,2020 E-2 E.S. WindoM s. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision H dated 08/25/20, prepared by Al-Farooq Coiporation, signed and sealed by Jalal Farooq, 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 along with marked-up drawings and installation diagram of a mulled series 5000 outswing aluminum casement and a fixed window, prepared by Fcnestration Testing Laboratory, Inc., Test Report No. FTL-12112, dated 06/19/20, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6^'' Edition (2017),dated 10/27/14, revised on 09/22/17 and updated to comply with FBC Edition (2020), prepared by Al-Farooq Corporation, dated 08/27/20, signed and sealed by Jalal Farooq, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE I. Miami-Dade Depaitment of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGIas® Xtra^^^' (SGX™) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. Product Control Exai NOA No. 20-0" Expiration Date: April 03,^ Approval Date: December 17,2020 E-3 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (continued) F. STATEMENTS 1. Statement ietterof conformance, complying with FBC6'*' Edition (2017), with FBC 7"* Edition (2020), and ofno financial interesfdated August 27,2020, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. G. OTHERS 1. Notice of Acceptance No. 19-0708.03, issued to E.S. Windows, LLC, for their Series "5000" Outswing Aluminum Casement Window -L.M.L, approved on 08/01/19 and expiring on 04/03/23. Product Control Exaj NOA No. 20-o! Expiration Date: April 03,'' Approval Date: December 17, 2020 E-4 CAM LOCKS(2) LOCKING POINTSAIL SlZ£SO-l. OPC3S 1/4"VENT WIDTHSURFACE APPLIEDFALSE MUNTINS-. i-OPTIONAL ^' MULTl POINT LOCKSKRIES 5000AI1IMI\-tlM nilTSWlNf; CASRMFNT WINDOWDESIGN LOAD RATINGS FOR THESE WINDOWS TO SE AS PERCHARTS Shown on sheet 2^7-WINDOW WIDTHSINGLE mILOCKING POINTS .SEE CHART30 5/830 5/8D.L. OPG35 7/eD.L. OPC35 7/8VENT WIDTHVENT WIDTHWINDOW WIDTHDOUBLE 1XX>, NO. OFWOW. HEIGHT] KEEPERSAT SASHTYPICAL ELEVATIONSAPPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWfS OR SIDE BY SIDECOMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 5T00FIXED WINDOWS USING MULLlONS IN BETWEEN,LOWER DESIGN PRESSURE FROM CASEMENT WINDOW. FIXED WINDOWOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEREQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDABUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).IBT OR ZBY WOOD SUCKS & BUCK FASTENERS BY OTHERS. MUST BEDESIGNED AND INSTALLED AOEOUATELY TO TRANSFER APPLIED PRODUCT LOADSTO THE BUILDING STRUCTURE,ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILSAND INSTALlXD PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASEMATERIAL SHALL BE BEYOND WALL DRESSING OH STUCCO.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLYALL SHIMS TO BE HIGH IMPACT, NON-UETALLIC AND NON-COMPRESSlBlE-UATERIALS INCLUDING BUT NOT LIMITED TO STEEl/METAL SCREWS, THATCOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THEREQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS.THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATIONFOR A SITE SPECIFIC PROJECT, LIFE SAFETY OF THIS PRODUCT, ADEQUACYOF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FORWATER INFILTRATION RESISTANCE ETCCONDITIONS NOT SHOWN IN THIS DRAWING ARE TO QE ANALYZED SEPARATELY,AND TO BE REVIEWED 9Y BUILDING OFFICIAL.DESIGN LOADS SHOWN ARE BASED ON "ALLOWABLE STRESS DESIGN (ASD)'.These windows are rated for large & swAa missile impact.SHUTTERS A.RE NOT REQUIRED.PRODUCT REVISEDas complying with tha FloridaBuilding CodsMQA-Mo. 20-091S.02Expiration OateL04/0 3/2023Miojnl^Dada PredupfC^trelcro ]roz g s25gisSi0.S2 5E Q t 2OSS"y guiSagl- 80 a-og S0 C K 'tt gss s< u 3 u. s;IL S « _■ o1 s o Z E-■ § S S -i<Z (*) s LiJUl O 2 N.Or drawing no."]W08-08sheet 1 of 10 I DESIGN LOAD OPACITY - PSF FOR ( * ) SITESmt CA«LOCKSWINDOWS WITM ML'LTl POINT LOCKWINDOWDIUScuss TYPES. B. C. D. E. FCLASS'ATYPECUSS'BTITECUSSC. 'D'.HTES£•. T*GLASS'Q•n'PEh£iG"T£«(••)sl(-)EYT(-) iNT(-)EKTC.} ] IKr.(-)ElfT.(-)INT.(-)86 ;86 066 085.09O09GC90.09C.S9C.0n4.C26-1/2-26-BSC 165.0 165 085065.085 085.085 090 090 09D.0SO.Q90.090 090.C90.090090.0( t40102.e66.085.085 065.09O.090.090.090.090.090 68S065.085.085 09U.090.090.090.090 0t14.066.065 065.085 090.090 090.090.090.0114 038-3/866.085 065 085 090 090.090 090.09Q.0104 586.085.065 n85 090.090 090.090.090 092.066.065 086 085090090.09O.090.090.0114 026-t/2-65 n66.085 090 090.090.090.090.0114.086085085.065.090090.090.090.090.0105.666 085.085.085.090.090.090.090.090.095.066065.065.065 090.090.090.090 090 01 14 026-1/2-37-65 085.085 090 090 090 090.090.0114 063*66.086 066 065 090.0SCO90 0 1 90.090.0106.1------90 090 090 0 195 419-1/8-__._-.90.090.090.0114 C74-1/4-"V".--90 090.090 Q114 0.----90 090.090 090.C19-1/8"26-1/2*__--90 0. 90.090.0114 076*_-_-90.090.090 0111.1n • nnn ~-85.46S485 486 466.066 066 065 090 090090.09O.090 0114.028'86 C85.065 090090 09O.090.090 01 14085.0 1 66.086 06509C090 990090.0900114 026-43"48"86.085.090.595.C90 090 090 01 14 086.085 085 0 I 85 090090.990 090-090 0103 085.085 085.065.090.090.090.090.09009B.186.086.065085.090 09S.090 090.060.C1 14.085086 085.085.090 090 090.090.0900114.032*85 085.090090.090.090.090.0114 0s«-85.085 065 085.090.O90.090 090.090.0114.085.085.066065.090 090.090.090.090.01 14 085.085066085.090.090 090.090.090.0109.D85.065.066 085.090.090.090.090.090.O1 14.085.085,065.065.090090.090.Q90 090 01 14,032-85 086065.090 090.090.090.090 0114085.065.086.065.090.090.090.090.090.01140---90090.090 0103.0i.---90.090.090 098 11B5.086065.01 65.090.090.09O.090.090 0114,028-185 065 01 85 090090.090.090.090.01 14 C1 ""65065.065.0] 85 090.0I 90.090.090.090 01 14 0n ._.1 _--90090 090 0104 11----1 -90.0^ 90 090.09324-36'_..--90.0j 90.090 01 140-. • ~._T .90.0i 90.09001 14 01 '2---_9001 90,090 0) 107 3_.----90 01 90.090 0I 95.424-------5001 90.C90.076'------90.0j 90.090.032*___--9O.0I 90.C90.01 9<.l----85 41 &S.485 4: 85.A26-3/8*! 60-3/4------•- 1 -90 01 1 M 0DESIGN LOAD CaPACITT- - PSF FDR ( H I SIZESnni CAMLOCKSWINDOWSwrrn HIT.TI POINT LOCKcuss TYTESCUSSTYPECLASSTYPEcussTYPESWINDOWDIUSA, B. C.U. E. F'A''BC. -D'. E. F. 0wiQifi :H£lClhE>T(-1 111.1 {-)E)a.(-.) 1EKTi»;IM.i-)En.(-)lll.(-)37-26-85 0 !85 085 0 '85 090 C90090 090.053-1/8-86 0 185.085.0 185.090.090.090.0 190.037"85 0 ;BSD85.085 090.S90 090.090.D53-'./B-38-3/8*85 0 i85.085.065.090 0 '90 090.090 07A-85 085.065.0 ies.cso.o90.090090.0B«-65 085.065.0 !85090.0SO.O90.090.037-85 065 085085 090.090.090.090 053-1/8"60-5/8-65.085.085085 090.050.090.090.074-85.085 085.085 090.090.090.090 U84"85.0850B5.085.090.090.090.090.037-85.085 065.085 090090.090.090 053-1/8'63"7S.6 j79.579 679.679 679.679.679 674"61 461 461.461.461 461.461.461.484------ '-56.555.537-----1 -66 666.653-1/6'74-1/4"------47.647574"------36.036 037------62.0£2 053-1/6*76*---44.344,374-----33 433.488.085.085.065.090 090090.090 085 085.065 0as.o85.090 090090.090.064-85.065.085.090.090 090 090,072*80*46'85.085 085085 065.0 _85.085 065.090.090.090 090 060 090.090.090.084*85.085 085 085.090 090090.090.046*65.085 085.0 85.090.090.090.0so.e56-85 085 0BS.O85.080.0 90.C90.090.064-85065.085.085.0SO.O90 090.090072"54-85.06S.085085 Q90.090.090.090 080-85.0*"85 085 085.090.0 [90090.D90.084-85 085.085.085 090.090 090.090 048"85.085.005 085.090.090.090.090 056'85.085.085.085.088.966.988 988.964-BO.O80.0BOO80.080.080.0BO.O80.060-73 573.573 573.573573.573.573 580*--66.768 784-----66.866 84g-75.275.275.275.275.275 275.275.256*65 765.765.765.765765.768 765 758.958.958.958,958958.958958 972*-----53 053 860*---1 _--49.949 948*56*64-72*—--•T"'"A—..j-A-r-"57.480044.657 450.044.672"-----40.640 648'---' --1 -48.648 656*64*76"r —1 ."42 337642 3I 37 61 72"--- 1 ---34.11 34.1NOTE:GLASS CAPACITIES ON THIS SHEET AREBASED ON ASTM El300-09 (3 SEC. GUSTS)AND ELORlDA BUILDING COMMISSIONDECURATORY STATEMENT DCA05-DEC-2I9PRODUCT REVISEDma complying with the ReridaBullill««gCo<toHOA-Mo. 20-0915.02Bv; thCUUld. yHUj:^ation D»te;_04/03/2023« thCUUld. yHUjn}Z2 5Kooii§Od« C0.a2 iB 0 £ iOu3if2^ QgSag|« 8O "L o g a0 "Ci I5nsltf U 3 u. Inj o <e < 13 Z « 5 w4 u 01 £ >-• ,Y*_.--.jCEN8e' 'xMlwiV::Oacl« ProdugTC^roli-t! nNo. S12M.AS£?iULU-T ''//V-'OfJAL'//•wNAUSi-'0°01■o S12drawing no. •■JV08-08 :•'sheet 2 oMO. ooO T*TO C■D 35 ?:3 ^5 dC ZU1 O^ VU -rz 5 5?£8oox O1/2' U1N. TYP."cl«S SITEInt|n|!2pNp2iw► S 51a" doX-SSc ? *soaSgX•2 Sgz51p(OK3.n§nzdS1/2 MIN TYPCLASS aiTE5/8' MIN. TYP.GLASS errtDflERIOR••pt-r'?/- ■•.^.Z-B"5 (§)-5/8' MIN. TYP." GLASS "BiTEgss— .«• o^5 ?pj3 "a5 <-• >i/t 32 §'o" _b/8 MIN. TYPCLASS SITE5/8' MIN. TW.EXTERIOR i ^5/8" MIN, TYPCLASS euEEXTERIOR5/a* MIN- TYPGLASS antffs:a2.1: O*3Sli CD9dslc oi-2J-oaTiirevisions;usl*: 1/2" -<» trr iMhodgfe_OiK IS10 l& 1709 2' lAM'sjoIS?'g^criDltotioiv. KR~coiniirNTSUfQAltP 10 ?D2' 7BCCLASS OfliOH AOMOiiPOAirfi to rora rscS-5000 ALUM OUISWNG CASEMENT WDW, (LU.I,}"E.S. windows," LLC"J550 N.W. A9 STREETMIAMI. TLTEL. (300) 638-5151 PAX. (305) 638-515BAL-FAROOQ CORPORATION 1:3ENGINEERS & PRODUCT DEVELOPMENT |l ^9360 SUNSET DRIVE. SUITE 220 ! fMIAMI. FLORIDA 33173 (V.A.y. JS3BJTEL. 1305) 26*-aiOO FAX. (SOS) 262-8978COMP-ANL\w68-08cSY( I-rPiCAL ANCHORSSEC EEET/. fOR SPACtNCIBrWOOD BUCKEDGEdST,TYPICAL ANCHORSSEE ELEV FOR SPACINGMETAL"STRUCTURETYPICAL ANCHORSSEE ELEV. FOR SPACING 'TRUTHEDGE OlST.UJi11 MIAMI-DADE COUNTY APPROVED1 I MULLION & MULLION ANCHORS; SEE SEPARATE NOAmTYPICAL ANCHORSSEE ELCV. FOR SPACINGOlST. IWOOD SUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWS''must SUSTAIN loads imposed by glazing systemAND TRANSPER THEM TO THE BUILDING STRUCTURE.•, TYPICAL ANCHORSSEE ELEV. FOR SPACINGEDGE DlSTTYPICAL ANCHORS: see elev for spacing1/4- DIA. ULTRACON-I- BY 'PEWALT' (fj-i6A KSi. Fy-'Afi KSi>INTO zar WOOD BUCKS OR WOOD STRUCTUREST-1/2" MIN penetration into WOOD (HEAD/SILL/JAMBS)THRU 1BY BUCKS INTO CONC. OR BLOCKSI-V" MIN. EMBED INTO CONCRETE (HEAD/SlLL/JAMBS)1-1/4' MIN. EMBED INTO SLOCKS (JAMBS)DIRECTLY INTO CONCRETE OR BLOCKS1-1/4" WIN. EMBED INTO CONCRETE (HEAD/SiLL/JAMBS)1-1/4" MiN EMBED INTO BLOCKS (JAMBS)1-3/4" MIN EMBED INTO CONC (FOR MULLION CUPS ONLY)INTO MIAWI-DAOE COUNTY APPROVED MULLIONSORINTO METAL STRUCTURES (HEAO/SILL/JAMBS)(3) THREADS MIN PENETRATION BEYOND SUBSTRATEALUMINUM: 1/6" THK. MIN. (6063-T5 MIN.)STEEL: 1/6" THK. MIN. (Fy = 36 KSI MIN.)(STEEL IN CONTACT WITH ALUMINUM 10 BE PLATED OB rAiNTED)INTO CONCRETE AND MASONRY = 2-1/2" MIN,INTO CONCRETE = 1-1/2" MIN. (INTERIOR ANCHORS AT MULL CLIP)INTO WOOD STRUCTURE = 11/16" MIN.INTO METAL STRUCTURE = 11/16" MINWOOD AT HEAD. SILL OR JAMBS SG >■ 0.56 MIN.CONCRETE AT MEAD, SILL OR JAMBS f'e - 3000 PSI MIN.C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSt MIN.PRODUCT REVISEDa> complying with the ReridaBuiIdlt^ CodaMOA-Ne. 20-0915.02Exi^ratien Oatet04/03/2023l' ^vCSNSf'No. aizaaikuua£i J/Li?TYPICAL ANCMOPSSEE ELEV. FOR SOiCiHGMlan^Oada ProduoT Octroi1ST^I^F~ /1111103'-(Qz0 HP U< £M AZ O0 a0. 2K Q0 COSO <A0 «eg< <u< Ul"5 '> ns « oUl'Wo S:f/t ^ aOS ^22 -^1O S HojDi ujo:i'8-^ 21; 1.1:^^:!sill" !■!|4M •- S0 ol^*3 g 2s's.lo ^1.rCS 9 Ii drcw'n^ noi W08-08fsheet 4 o' 10 HKE DtSTz ae ■«d e " 91o< OU/C'.'O ,•SO:>L. J•••inrrevisfonsAL-FAROOQ CORPORATIONENGINEERS & PRODUCT DEVELOPMENT9360 SUNSET DRIVE, SUITE 220MIAMI. FLORIDA 33173 CC.4.M 3S33)ante: 01-73-na5000 ALUM OUTSWING CASEMENT WOW.descnplionE.S. WINDOWS. LLC3550 N.W, 49 STREETMIAMI, FL, 33142TEL. (305) 63H-515I FAX. (305) 638KOle: \/fnrv PtR P£B COIUCN'!;unoA'CO tp Jui?_ recNO CHANCE 'MS 5"Cl'KPOATID 10 ?0.'0 FBCdr. by: tapiochk. byTEL, <30r>) 264-eiaO>AX. 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