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04-577
MIAMI DADS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) All American Supply Company 12920 SW 120 Street Miami, FL 33186 SCOPE: This NOA is being issued under the applicable rules and reggIa4 • :: : g the use of construction materials. The documentation submitted has been reviewed by Miami -I k ien and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 5001 Outswinging Decorative Glass Single Lite Wood French Door / APPROVAL DOCUMENT: Drawing No. 99003, titled "FBMA Series 5001 Wood Door", sheets 1 through 3, prepared by manufacturer, dated 12/6/99, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise 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 uscr by thc manufacturer or its distributors and shall be available for inspection at the job site at the request of thc Building Official. This NOA renews NOA # 99-0505.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul drigucz. MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING gyILEIRds plJipaykkbAlAcLER STREET, SUITE 1603 131WED MIAMI, FLORIDA 33130-1563 OMP', ?901 FAX (305) 375-290S KEEP THIS R.A.J ON MR MAY 2 2 2003 Buildin&Zoni ): nspe ' iv-Jax., FL. NOA No 02-0528.03 Expiration Date: July 1, 20071 Approval Date: June 11, 2002 Page • • DOOR AND FRAME - a r itJ ITEM / DESCRIPTION STILE AND RAIL CONSTRUCTION 1 DOOR MODEL 5001-MANUFACTURERS) ROGUE VALLEY - 2: (JR300 T-ASTRAGAL WITH (2) 1/8' SCHED 40a 8 1/4' 7/18' X 2' STAPLES 15' OC. k (16) I X 2' FHWS (4 LONG STL PIPE S flVES BORED T0• CLAR /3. WITH CLUE. WEATHERSTRIP - SCHLEGEL /COS-650 EA SIDE OF SLEEVE). 3 12' EXTENSION FLUSH BOLTS - OUALJiY. MFC 11358 1/2'. I 1-1/2' LONG STEEL W/ 3/4' THROW 0 ASTRAGAL TOP k BOTTOM. .077' AT ME BOTTOM OF DOORS. THE LOCKS STRIKE AT FRAME HEADER EN HOLES INACTIVE AT UPPER DRILL I INTO 'MEExALLUULINUW THRESSHOLD. THERE ARE 4 SI/NGLE SURFACE DEAD BOLTS - WFR k MODEL I. 8 W/ STRIKE ASSEMBLY CONSISTIMAG. ENC. NG OFDNA 0 062 THICK BRASS SURFACE STRIKE W/ A CONCEALED 0.120 THICK PLATED STEEL RDNFORC ENT PLATE. SCHLACE /8180N_ OR KW116ET /666W 5 PASSAGE LOCK - YFR & MODEL /. CENTER 36' FROM BOTTOM OF 000R. 0.050' THICK BRASS STRIKE AT OPPOSITE SURFACE. • SCHLACE /F10N OR _ KWIKSET (200E II 6 SINCLE CYLINDER DEAD BOLT - MFR k MODEL /. (CENTER 6' ABOVE PASSAGE LOCK). W/ STRIKE ASSEMBLY CONSSISTING OF A 0.062' THICK STEEL RONFCONCEALED 0.120' THICK SCHLAQE /8160N OR KMIKSET /660 I 1 7 ' 4. X 4" BUTT INGE WTTH SAFETY STUD - HER FROM TOP OF DOOR. SCREWS - TO DOOR: ((4) / /X 3/4' AYS. TO. JAMB:: 3)C19wXED). CDaER 8-J/4' AND 64' X 3/4' WAS & (1) /9 X 2-1/2' FHWS. 8 4' X 4. BUTT MINCE - HAGER 1841 OR PENROD /MH4GAUWS (MIXED). CENTER 31-3/4. AND 58' FROM TOP OF DOOR. SCREWS - TO DOOR: (4) 19 X 3/4' FHWS. 10 JAMB: (3) /9 X 3/4' FHwS & (1) /9 X 2-1/2' FHWS. 9 THRESHOLD -MODEL /JR100 (DEPTH X NOSE HEIGHT) WIHRSTRIP-SCHLEDO. MODEL i 2-1/2 X 1-1/8' /QOS-650 2-1/2' X 7/8' 'COS -650 3' X 1-1/8' /0E8-928 10 FRAME - 1-1/4' X (WOOD) 4-9/16' OR 5-1/4' RAMMED AND KERFED FOR WEATHERSTRIP. EACH CORNER WAS CAULKED AND ATTACHED WITH (3) 3/4' X 2' LONG CUN DRIVEN STAPLES. WEATHERSTRIP - SCrtLGEl /00S-650. Al HEAD PLATE 70 MATCH FRAME - WITH 3/8' 3 PLY PLYWODD ATTACHED W/ CLUE & 3/4' STAPLES 1' TO 1-1/4' FROM EACH EDGE & 8-3/4' (AVC) 0.C. AND (3) STAPLES PER JAMB. , WEATHERSTRIP - SCHLEGEL MODEL / . /ODS-650 OE8-928 12 - 2' X 3' X 0.007' VINYL FLAP CLUED TO BOTTOM OF ASTRAGAL_• 13 'FRAME SCREWS TO 2X WOODC110 13a FRAME SCREWS TO MASONRY - 3/16' FH TAPCON MINIMUM EMBEDMENT OF 1-1/4' INTO MASONRY. SAME SPACING AS ABOVE. 14 PEMKO /See SO! ADHESIVE WEATHERSTRIP AT OUTSIDE EDGE AT TOP OF BOTH DOORS. PEMKO /S88 AT OUTSIDE EDGE AT LOCK STILE OF ACTIVE DOOR OMITTED 15 PEMKO /345AV RAIN DRP & SWEEP ATTACHED WITH /6 15/8' RHSMS 0 6' O.C. 16 PAD/DNERIER AT BOTTOM OF EACH JAMB. I. X 2' X 3/ E1 ' PAD. • PAD/DIVERTER AT BOTTOM OF ASTRAGAL_ 17 1/2' TOTAL THICKNESS INSULATED VISION GLASS CONSISTING OF TWO 1/8' TEMPERED UTES AND 1/4' AIR SPACE. 16 INTERIOR GLAZED SET IN AN ADHESIVE BEDDING COMPOUND. W000 GLAZING STOPS ATTA?1ED WITH. 5/8' LONG X 3/16' WIDE CROWN, GUN DR WEN WIRE STAPLES (5 PER HORIZONTAL LEDGE AND 9 PER VERTICAL EDGE). ITEM #9 J—R ' #100 THRESHOLD WOOD & ALUM W/ ODS WEATHERSTRIP LUMBER 1.75' 2.5' OR (1) /10 X 1' FHWS '2' FROM EACH END 3' AND 10' OC (SIX TOTAL) (1) /10 X 2-1/2' FHWS, 4-1/2' TO EACH SIDE OF CENTERUNE (TWO TOTAL) WOOD PORTION 1.0' 1.0• OR 1 3/8'. 2---T (1) 110 X 2.5' FHWS AT CENTERUNE (1) .12' TO EACH SIDE, AND BALANCE 10' OC (SEVEN TOTAL) MINIMUM EMBEDMENT 1.0' ALUMINUM EXTRUSION r B o 20' MAX. 6 MAX. (TYP.) 6' MAX. MP-) rt3 24' 0.C. MAX. MP-) 11 ti 0 0 0 • 2 • —B 75' MAX. WIDTH 16 ITEM #2 J-R #300 ASTRAGAL W/ SLEEVES & KERFED FOR WEATHERSTRIP 20' MAX. (n'P•) © B � 6' MAX. (7YP.) 6' MAX. 13 --7- 24'.0.C. MAX. (T mo•) ,3 1 B 12 38 1/4' MAX. WIDTH BUILDING PLANS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP THIS PLAN ON 103 MAY 2 2 2003 A-B MARINE 9-PLY PLYWOOD Building Zoning I Examiner ,ignature License No. (2) EACH 3/8' SCHEDULE 40 STEEL PIPE SLEEVES 8-3/4'q LONG BORED TO CLEAIR THE FLUSH BOLT. 41) AT :EACH END OF THE ASTRAGAL • ., FL. DESIGN PRESSURE RATING +48.3 PSF —58.5 PSF THESE DOORS REOUIRE MIAMI DADE COUNTY APPROVED SHUTTERS. PRODUCT RENEWED as complying aiLh the Florida Buiding Code Acceptance No02-" S.2 p, e, 3 Expiration Dat„ % l • I i bl+de Prod et ControlDivision Drawn by: E.D..& D. 'Oche: 12/6/99 Revisions: Drawing #99003 Drawing Title: FBMA SERIES 5001 WOOD DOOR Page 1 of 3 2 X WOOD BUCK MAXIMUM WIDTH MINIMUM EMBEDMENT 1" t__h/4" MAX. BLOCK OR CONCRETE MINIMUM EMBEDMENT 1" SECTION C-C M NIMUM EMBEDMENT 1" Typical installation into 2X. buck or wood framing. MAXIMUM WIDTH 7 SECTION A -A INTERIOR 1/4" MAX. BLOCK OR CONCRETE MINIMUM EMBEDMENT 1." Typical installation in masonry. 1/2" TOTAL — THICKNESS 1 3/4" — 1 3/4" 1/4„ MAX. EXTERIOR SECTION . B -.B MAX. HEIGHT 97 1/4" ---1 1.6875" j— THIS SIDE OF DOOR TO WEATHERSTRIP ITEM #4 LOCK REINFORCER BY. M.A.G. ENG. MODIFIED PRODUCT RENEWED as complying with the Florida Balding Cutk Accrptanre u O —o r Eipiranoa tft a ..t 4 By INiami Dadc Product Contrut Division Drawn by: E.D. & 0. Date: 12/6/99 Revisions: Drawing #99003 Drawing Title: FBMA SERIES' 5001 WOOD DOOR Page .2 of. 3 1 CORNER CONSTRUCTION (AT TOP AND BOTTOM RAIL) Butted and attached to stilewith a minimum of (3) 5/8"0 x 5" long wood dowels with a 2-3/4" penetration into rail. 6037 6001 5010 6082 CRYSTAL VIEW SERIES Ems Ba 64E0 6060 6069 3/4'' FRONT ENTRANCE DOORS (EXTERIOR) MAXIMUM PANEL WIDTH 36" Minimum Dimensions Stiles 4-1/2"„ Lock rail 7-1/2 Top roil 6 1 /2" Bottom rail 9-3/4" Panels Raised 3/4" Bars 2132-596) . 4-1/2" Bars (000-606, 000-597) . . 3-1 /2" Ant MEI 6002 6450 8'-0' 6060 fr-cr 6065 8'-0' 6069 8'-0' 5015 5105 5109 5108 5512 Pt 5580 la Sri 11151 X11-511. Designer 9 Designer 17 Designer 10 L Carrie S Tig3z S159ec Carta ZrcaB-as 2ircaBass eass) ) lam) EG 291-0VR EG 291-0V EG 201-0V EG 301-A R 20G-OV VC -OVAL L20G-V Mara leas) ]0 520 530 541 543 552 CCU [Fri L ji 1t•_ I I :U 575 577 CfaeCatleCar 6$ Gt,LY 555 561 531 553 I - MODEL _50.01 539 aft 542, 557 564 567 Terry 6512 Strehrne 6542 PRODUCT RENEWED as complying, Nith tie Florida 33uiding Code Acceptance No °2-c,.r 2 S .03 Erpiratio Dale ami Da a Prod et Control Division 7 Drawn by: E.D. & D. Date: 12/6/99 Revisions: Drawing #99003 Drawing Title: FBMA SERIES 5001 WOOD DOOR Page 3 of 3 r. RECEIVED OCT 1 3 2004 • ire •c. Yamil Kuri, P.E. 3580 Rockerman Road Miami, Florida 33133 Voice: (786) 290-7283 Fax: (305) 860-5657 Civil/Structural FL P.E. # 44726 FL S.I. # 1085 11c6oV7zN Res SiM i7 Gv!ND rA.,ESso W/IV ,DOG/S/pea/2S Cv / ND PjQ EsS'/, f o' ZoNh 1 (/4G /'1f ) 35,3 38►2 ¢ (r,i-34:e1C2)4,G -4/,G ZdN1 5 (ii& NP/) f 39 Ps f. ( ser/4 45 Zonl,E 4.� 47-271-(5¢,2-477Z)o.4 -5/.¢ ic,e)c % 16,0 ,1.C7 (/') 4>L p ., /) EiLP, Zo/h- f 39 /i 2/ 7z 47 t5ic -42 x /- 2/ = - 5/ f sfi zONg 5 79/r2/ = 71-¢7f 5F -s2,,/,2./: -6SP5/ 04. � -f 3g %sf - ¢ 2. esf - 5 2 Psf // 20-�4- V/ • MIAMI DADE &-rrt4 a thyNNI Dep. 3o BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Traco Security Windows & Doors, Inc. 5100 NW 72"d Avenue Miami, Fl 33166 RECEOvEP,0 OCT 1 3 2004 MIAMI-DADE COUNTY. FLORIDA METRO-DADE FLAGLER BUiLDING WEST FLACLER STREET. SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375 290S SCOPE: This NOA is being issued under thc applicablc rules and regulations governing thc use of construction materials. The documentation submitted has bccn reviewed by Miami-Dadc County Product Control Division and acccptcd by thc Board of Rulcs and Appeals (BORA) to be used in Miami Dadc County and othcr areas where allowed by thc Authority Having Jurisdiction (AHJ). This NOA shall not be valid aftcr thc expiration datc statcd below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas othcr than Miami Dadc County) reserve the right to have this product or material tested for quality assurance; purposes. If this product or material fails to perform in thc acccptcd manner, thc manufacturer will incur thc expense of such testing and thc AHJ may immediately revoke, modify, or suspend thc use of such product or material within their jurisdiction. BORA reserves thc right to revoke this acceptance, if it is dctcrmincd by Miami-Dadc County Product Control Division that this product or material fails to meet the requirements of the applicablc building codc. This 'product is approved as described hcrcin, and has been designed to comply with the High Velocity Hurricane Zone of thc Florida Building Code. DESCRIPTION: Series "2100" Aluminum Single Bung Window APPROVAL DOCUMENT: Drawing No. W994S, titled "Series 2100 Alum.Singlc Hung Window", sheets 1 through 3, prepared, signed and scalcd by Humayoun Farooq, P.C., dated 6/10/02, bearing thc Miami -Dade County Product Control Revision stamp with thc Notice of Acccptancc number and expiration datc by the Miami- Dadc County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bcar a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dadc County Product Control Approved"1inlcss otherwise noted hercin. RENEWAL of this NOA shall be considered aftcr a renewal application has been filed and thcrc has been no change in thc applicablc building codc negatively aftccting the performance of this product. TERISIINATION 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 thc product or process. Misuse of -this NOA as an endorsement of any product, for sales, advertising or any othcr 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-Dadc County, Florida, and followed by thc expiration date may be displayed in advcrtising literature. If any portion of the NOA is displayed, that it shall be donc in its entirety. INSPECTION: A copy of this entire NOA shall ►pro aed t� the ^r by the manufacturer or its distributors and shall be available for inspection at the job site Building Official. This NOA renews and revises NOA la! 99-0712.05 � is� of t yrc 1 as well as approval document mentioned. above. The submitted documentation was reviewed by tho'" -5? NOA No 0lt-0612.04 Expiration Date: July 11, 2007 Approval Date: July 18, 2002 6' W.X. :YP. 1 CEN:ER 0 M£t0 t ST.L ;EDD. CNWoC C#S WEN 25-1/2' WOE LN 7 TYPICAL FL A1ICs5 TESTED uNas D.L. CFO. (T ED) a6 V V MI.X. D L GPG. NEW) SD :/a' vJx. yE..T WI 4 L � i oit s� :{ Not ‘eoc+r, AL • ALSO rCR roN0 LOA= AS DER ASCE 7 USING CRRESPCN+OIIG 2 tr0o0 FUCKS BY C7 ZZRS�.cuLb7 SE ANCNCRE0 PRCPt-�.T TO 7iAN5%3t LCAIIS :0 v S:RUCIURE. 3 ANp$CRS S-ALL SE AS 3.51ED. SPACED AS SIICWN oN • 9E" ANS. 8I COICR EMEEIIME\? TO SASE MATERIAL SHALL EC EE feltD WALL • CAUSING CR STUCCO. i WINDOWS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT Sii4'TTEP.S NI: CR. .0.;aarrOUN fa,ROOC no. iC 1 11==7 AppfDa•ti matomVim C 1 imgras t the .:N2 • :ES1CN 1.tx3 CAPACITY - PSF SE.R:ES-2100 ALCM:?tXX SVGLE HUNG 9IN'DC*S (1 CVER 1) wINDCIF D:MS. DSS-ANY. CLASS 1 3/5-).Y. GLASS 3/:5"-TEMP. GLASS ::7..4 I "F.:at4T DT. •-) I -'Si... , I Ex7. CO I ANT. C-) ExT. C-) I :kT. C-) E32 :!.• 1 . !:.•0 1 125.0 50.0 I • 21C.3 :6-•:2' E•52.3 -• 1 12.0 I 125.0 10.0 I 7EC.6 .,• s 'S_ 52.3 7E.4 I 1:•0 D 125.0 S0.0 I 1:9.3 • 52-' 5 1 t3� • 24.; 2•.5 1 52.3 , I 90.1 50.3 I S0.1 •9-1 'S• ! 52 22 . '!.a I !"'A I 125.0 50.0 I 1E93 :6-1s i 522 -!a I !:.0 1223 E0.0. I ':23 2-• l ' S• 59.- Ss : I !:.3 I 57.5 50.: I 57.5 53-• .5 I (3) t t I 71.5 I 51.0 76.5 I 61A •9-. 5• 62 2 «a I 52.3 I *MO - !0.0 I 210.3 i :5-':"2 62 2 7:-9 I 5C0 1 125.0 6C.0 I :54.5 sr5`-•-' S• 5:5 5:.9 I 110 I EE.6 50.7 1 t:,•.1 52-' ) x r I E1.6 I 61.6 E2 5• I 52.6 12.3 -• • I 5_.3 I 125.0 3A I :9C.2 :E-•;'2' ' 52 3 !! • 1 52.0 1 111.9 !C.0 I 137.3 _ ST' x x I .: •.• I 79.4 so.0 I 51.3 62•'S • =j 3 x : 1 !• I Sa S 5:.9 I STa •9_•,5• i 532 -25 1 52.0 I '253 50.3 I 172.1 :E-';2' 1 6: • s: • I 10.0 I :0C.2 SC..' I 1:4 2 27• Srx x 1 73.2 I 73.2 !0.0 1 !9 0 e22-•,'9 .:5)1 x ! •9.1 I 49.1 5• 5 I 14.5 •5-•,6• ¶ !9! 595 1 50.0 I 125.3 !0.0 I 1:5.2 _ •: 2. I - x x I !IC1 1 55.2 5c.0 1 12E 5 -!-, '• 1; •' 2:'. i = x I !a.• I 54,4 10.0 I 9C.E - i 6) s x 1 af.5 1 •6.6. 50.0 I 60 • %O.:!C PzFEs7 =S:S :%:1C• _ •:.:.='.''s.:'RS =CR -Ar3. ROLL :GF.vED +4.;:u LAD rFOLL F CRUEC •L.v' \GSJL-",Yi �,AtiN GLASS 1 C,A+•1.G BEAD :R } \ 3/:5' 'E.`�. LASS \ C:SB-AVx �=SS `y._ .: EC3!.0 C:MPCL'"3 -r.m .t ' I. .53 1/5' Y:,x. j .1.v3Cw 61034 •9 5/5' WX. C4. OPG. 4,.. I : y :S:-M`l oI I. Q.4S IS 1 555 1 •5 1 /.6' vox. CDC. (AiN7) 50 1/•• MAX. ..ENT WC7i4 GLAZING CPTIO MATERIALS UST PART KOIMB$ 030-00tii07 aaa-00-rn • 0550-00-xe 050-00-164 050-00-402 051-00-160 050-00-110 012-00-032 050-00-000 047-00-006 05- 0-00-000 007-10-016 004-00-003 046- 00-002 046-16-005 W-2205 `j 046-16-030 QUANTITY 2 1 1 2 1 HOD SV.L VENT TOP VENT (mom VENT SIDE KE11HG RAtL DESCRIPTION MATERIAL 6063-76 6063-T6 8063-T6 6063-76 6063-75 6063-76 6063-73 1FANF./ils TI MM AL UMAX TIF1011 ALMON TIFION 71F7011 AS REOD. AS REOD. 4 FRAME ASSEMBLY SCREW VENT ASSEMBLY SCREW WOOUN E VENT SOE / 8 X 3/4SYS /8X1'SAS AMESOORE AS RECO. I ACR11JC BASE0 GAZING COMPOUND 2 AS RECD. AS RE0D. AS REDO. AS REDO. SWEEP LACK 0 7' FROM DOS 1 YAWNROLL FORIED SCREEN FRAME FFBERGIASS SCREEN MESH SCREEN WSW ROLL VINYL BULB WEATERSIMPPING SCHNEE 1A0ROCA0 5555 MARBOLL0 FTC OPTIONAL TABORS l 1 1/ .M1M8 IUD SILL BLOCK AND TACKLE BALANCE VINYL tM80RG 116100YF CGL°OIENTS ' 2 AS REDO. CLOSED CELL EDAM PAD ROLL FORMED GAZING BEAD 110111/4' a EACH CORNER TIPCAL ANCHORS _ SEE CHART PM SPACING I/4' SHIN MAX. -- VENT 1110114 OA. OPG. 3/8' MNL. TTP. LASS BITE EXTERIOR WINDOW WM Ems: OIL HUM0ZUN FAk000 STRUCTURES Fu PE / 16557 Ap6et.: as oatRwU! the Florida arAtCede Dote -144 1BJ Oa NOA0..A. -0e11.9 Mai Dade Coated Didion I12.11112.0AI c S G s i drawing no. W99-48 (sheet 2Ot 3 FRAME HEAD L.%9J MEETING RAII I L287 L 1.637 A62-1L^ VENT TOP RAIL �938� VENT BOTTOM RAIL, iecIA _1811C RAO 1.982 .937 ,��---2325 LL373-1 FRAME BOTTOM CORNER WPM. ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS NOT BY TRACO SECURIY WINDOWS MUST SUSTAIN LOADS IMPOSED 8Y GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. trEM fro: 2 3 4 3 e 7 e • TYPICAL ANCHORS; 3/16 TAPCONS (BY ELCO) OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. INTO 2BY W000 BUCKS OR WOOD STRUCTURE 1-3/8" MIN. PENETRATION INTO WOOD THRU 1 BY W000 BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1-1/4" MIN. EMBED .INFO CONC. OR MASONRY SEALANT; AU_ FRAME AND VENT CORNERS. AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH WHITE/ALUM COLORED SEALANT. FIXED MEETING RAIL AT ENDS SEATED WITH GE SILICONE. 10 11 12 13 14 1S 16 17 16 20 21 zz -. 23 • •i 1 }y�a,LL VOUla CaOcTI... . Ica woo MIAMFDAOE BUILDING CbDE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE NOA Madden Manufacturing Co. 1889 N. W. 22"4 Street Pompano Beach, FL 33069 SCorE: 1 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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-DaVCounty .Product Control Division (In Miami Dade County) and/or the AHJ (in arias 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 yithin their jurisdiction. BORA. reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Division that this product of 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" Aluminum Storm Panels Shutter / • • • APPROVAL DOCUMENT: Drawing No. 00-380, titled' 0.030" Aluminum Storm Panels", sheets 1 through 10 of 10, prepared by Knezevich &Associates, Inc:, dated March 6, 2001, last revision #24atcd February 19, 2002, 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 Division. MISSILE IMPACT RATING: Large and Small Missile impact ' MIAMI-DADE COUNTY. FLORII)A METRO-DADE Ft.AGL R (WILDING 40 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375-2901 FAX (3115) 375-2911S LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Appeovcd", unless othcrnisc noted herein. RENEWAL of this NOA shall be considered after a renewal application has been Fled 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 tcmnnate 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 dispbycd••in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this titO shall be provided to the user by the manufacturer or its distributors and shall. be available for: asp itioc th site at die request of the Building Official. This NOA revises and r s 1 O 9: 10.03 and consists of this page 1 as 11, • _ \proms document mentioned above. r ' The submitted documentati a e ' Icily A. Ma `� P.E. OA No 01-0313.20 spiration' Date: 03/13/2000" Approval Date: 0312112002 Page I LOCATION •537' 1.50" 1.0312 .250' 12.00" COVERAGE 15.269" ALUMINUM OSTORM PANEL SCALE : 1/4" = 0'-1" C1125" (TYP) ALT. STUD DIRECTION 5.00" MAX_ OANGLE • SCALE : 1/4" = 0.'-1" (alC2STUD 6" OR 1" DC .1 " TYP j S.Q9" MAX_ (4Z, STUDDED ANGLE SCALE : 1/4" a 0'-1" LOCATIO 2.015" .537.4 1 -093" 111 .050" o r .800' 6.00" COVERAGE 9.065" ALUMINUM HALF STORM PANEL SCALE : 1/4" = 0'-1" OANGLE SCALE a 1/4" : 0'-1" GENERAL NOTES: 1. THIS STORM PANEL SHUTTER SYSTEM IS DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED 'FOR SPECIFIC JOBS. ' 3. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OP THE PANEL WITH A MINIMUM OP ONE MARKING PER PANEL ADEN MANUFACTTURING LABELED �LLOWS: • POMPANO BEACH. FLORIDA MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED . 4. • PROTOCOLS PANELS 20HAVE PA 202 TESTEDNIN 203 . DES GN 15 BASED THE CONSTRUCTION TESTING j CORPORATION IC.T.C.) TEST REPORTS No. 96-014, 00-050 AND 01-027. 5. THICKNESS. ALL EXTRUSISHALL ONS SHAL L BE 60632 -T6 ALUMINUM 4 ALUMINUM O.N. 0.050" 6. ALL FASTENERS AND BOLTS TO BE 2024-T4 ALUMINUM ALLOY, STAINLESS STEEL, OR GALVANIZED STEEL WITH A 33 K.S.L MINIMUM YIELD STRENGTH. 7. It FOR INSTALLATIONS5" N.EBAR MAY BE USEED ABOVE DEFLECT AN OPTIONAL N OF STORM 1" PANELS STEM THE GLASTHAT IS 2" THE PANEL BUT LESS THARE 3/4 . STEEL AND THAT THE USED FASTENED FROM } WASHERED WINGNUTS AT MINIMUM PANEL SEPARATION FROMNGLAEESS SCHEDULE FOR REDUCED SEPARATIONS. 8. TOP OMAY ALSO BE MOUNTED WITH STUD ANGLE OR DIRECT MOUNTED REQUIRE. HORIZONTALLY. 9. THE THE NEW SUPERIMPOSED THE AND TO VERIFY ALL DIMENSIONS AT THTE JOB SITE BEFORE COMMENCING WITH THE WORK. ' 10.LOCATION ON ANY OF THE COMPONENTS OF STORM PANELASYSTEM CONSPICUOUSIIH PROTECTION UNLESTENANT TUBE 8. "STORM ARE PROPERLY INSTTALLLOT ED WHEN NEEDED . ALT. STUD DIRECTION \ — OSTUD SCALE: .090" 5313" (TYP.) .188" 7a "P' TRACK SCALE : 1/4" o MII IRS STEEL GRADE 40 .375" a ,r..l , 00" OPTIONAL STEEL BAR .J SC— ALA:HALF SIZE W cotom zD WN W ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS • ANCHOR TYPE OAD IW) PSF MAX. (SEE NOTE1' 1/4-O ITW TAPCON OR 1/4"1 ELCO TAPCON W 1-3/4' MIN. EMBEDMENT (MIN. 3,000 P.S.L CONCRETE) 4e 62 72 MIN. 2" EDGE DISTANCE SPANS UP TO 5' - 6' (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 SPANS UP TO - 6" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 SPANS UP TO 10'-6" (SEE NOTE 1) CONNECTION TYPE 1, 2 3 4 5 SEV"mm �mmamm o0 mmmm 92 112 200 10 10 �,�domomoS�m®QQ® 1/4"I ELLCpp MA`` / FEMALE 'PANELMAT NT / 1-3/4 MIN. EMSfCOME i 1/4-20 M SCREW WITH NUT (MIN. 3.000 P.S.L. CONCRETE) 1/4"• POWERS CALK -IN W/ 7/6" ENTICE/NW L 1/4-20 STAINLSS STEEL MACHINE SCREW (MIN. 3.000 P.S.L CONCRETE) re n=m(1:=11 _ 11m9IREn�oonocom_g__ �,.�° 112 �, �W , ©o QRao .0o1Q ENoo rIMIEtig®® 10 OEM QIlltnelraill 10 DE 131311Ma �mew � QQ 11131181311131E1 nap mama ormaimannermunimm 4e ®®mam Q 3 62 E 10 ®d 12 ©vm� to © i. ,a G 12 I. 7 12 4 10 3 5 B 3 200 200 MN. 3.000 P.S.I. CONCRETE) 112 10 1 200 10 3 5 3 10 3 46 12 12 12 9 12 7 62 12®rill 67 72 10 6 12 4 7 112 6 6 12 12 12 5 12 4 1 62 10 12 12 4 9 67. 12 4 i 72 EM®i1 ] '7• 12 is7 3 112 92 :-: 5 7 3 ` 9 S 1.9 12 12 12 62 I®® 12 12 10 iii 67 12 12 12 12 12 12 12 10 12 11 8 1/t."0 POWERS RAWL ?2 12 12 12 12 12 12 11 9 12 10 DROP -IN & 1//i-20 fl StMEWAL BOUT l3/L"0 HE AO W/ 1/8.• 92 12 12 9 12 10 12 7 7 12 0 MIN. MIEN T g (MK 3.000 P.Sj. CONCRETE) 112. 12 8 8 12 9 12 7 • 7 12 8 8 200 12 7 7 12 '•8 12 7 7 12 8 t/aaaaaa.....b...•••"...•••r *TW REO HEAD DYNABOLpTT �SLEEVE AN mINRfMBEo. (MIN. 3.000 P.S.I. CONCRETE) 1/i"O ASHL Y QUICK -SET SCREW WITH 1.1/&" MIN. EMBEDMENT (PAIN. 3.000 P.S.I. CONCRETE) 92 200 48 9 3 .10 3 5 12 12 12 12 �i 12 12 12 12 7 12 4 6 12 5 12 1. 5 12 4 S 12 4 3 10 3 5. n 5 7 6 6 6 6 6 6 7 5 ANCHOR NOTES' 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. 5 5 5 5 7 7 7 7 7 1; • • reVlslgns 1 0.050" ALUMINUM CDNBU LIP qo•HERS OCIATc STEI:NC. STORM � PANELS (ee dela I►r e•tarl►1ta• • 1200N.UNIVERSITY O 1so •F E.R NG t t h+•t7•n1+ 1011115TMS a Hew tw+teT TEL ICI • �` ' FLOHO�►tIa►A>Os > 1/11N2f CAW, COMMISDDENBus f�l WORM: 1YNNJJtIVE dIC�' EIINL' 10 1 holanufscturino F uectrestal: 1 COPYIMOHr O 200/ KNEZEVICN & AS80CIAT0S,IN41 �` • 1 asa�9l�u • RNleow hI�CgR10 � • ka 1 W CSCC to ANCHOR SCHEDULE FASTENER MAX. SPACING (IN.) REGI'D FOR MIN. N 13/4'oESIGN LOADS AND SPANS EDGE DISTANCE SPANS UP TO 10'-6" (SEE NOTE 1) LOAD lW) PSF MAX. (SEE NOTE ANCHOR TYPE 0 0 wSMlissrAttaiLHINRT P \o\o,sw SPANS UP TO 5. - 6.. (SEE NOTE 1) CONNECTION TYPE SPANS UP TO 7. - 6.. (SEE NOTE 1) • CONNECTION TYPE • 1 2 3 4 5 CONNECTION TYPE 1 2 3 4 5 1 2 3 4 5 ®®®®®®®m®m®E©®D m ' ®®�®®Vm�®� 0r IBC= 10 CUOUGUEIDUCIR 10 ®DDa11m m® m�®oo moo®a®oo®omoo®v ®oomINmoo®m®oo®o ® EllOCE mo®m®oomo 62 ®®C®® CEMIBE 0 67 ®®o®C®Mo®m®01:1®13 72 MEM 10 ®13©®�92 ®O13®M 112 C11010121311113130131311311313131 200 ®EU®CI®113®®DEMO®� 40 ®®®®®®®®®®®10 DIM MMO 67 EICIEICICIDENCIEME1001311 11111113121012111EICICIMOMMICEI moo®omoaILINGIN ®omc�omo ®ori®I®nn 67 72 92 W%pS/e ri EMBEWELDtw�1NNT STEEL MACHINE S SE *CRUSEICOME 1/t'O ELO MALiFs/ w/ PENALF�'PA�+ELM4 a 1_7/B MIN. EMBEOMAgNT• 1. 1/L_20 MAGMA SCREW WITH NUT 112 200 '92 112 200 02 9 02 15 18• ACTUAL Slit SPAN (FT -It' `-0 5-0 7 - 0 8-8 10 - 6 3-0 4 - 0 5-0 7-0 8-8 10 - 0 3-0 -0 5-0 7-0 8-8 9 3 5-0 7-0 8-8 9-0 3-0 - 0 5-0 6-0 T 1. ENTER TABLE 1 TO DETERMINE LOADS LESS TII• LOAD ARE ACC( 2. ENTER TABLE 2 TO DETERMINE I 3, 'FOR DESIGN LO USE NEXT HIGI MAY. BE USES AE<O V E SCHEMA STORM PANEL • R NOTES: IS AND STORM PANELNSPANS ARE SPECIFICELOADS MUST BE ANCHOR LUNITED TO THOSE WABLE STORM 11N IN TABLE 1. R ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, A.L TYPE ATIVEDGE DISTANCE. OAD ONE SHUT ER IANO SELEGREATER THAN r1 RO NEGAEQUAL N OR EQUAL TO SHUTTER SPAN. HORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' )MMENDATIONS. MUM THAT AND EDGERS ARE INTO ADEQUATE W000 FINISH RAMING MEMBERS. D VERIFY THAT FASTENER PLYWOOD. :RE BLAG LOCATED FASTEN CENTER OF NOMINAL 2" OFE 4STUD IM N) WOOD STUD. 3/4" ALL 8 'E DE ISTANCE ACCEPTABLE a0 55 ORB GREATER DENSITY. LAG SCREWS SHALL HAVE 5 PAN HEAD OR HEX HEAD. • `E ANSHALL HAVE EIER MINIMUM PAN HEAD. TRUSS HET AD OR WAFER N ip ANCHORSIDEWALK BOLT). U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. SIGNATES ANCH ORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. TAT W6" 0.C. OR�12" 0 C MAX SPACING ONLY SPRS ACINGS SHALL NOT FOR EXCEED LT UE oioOLOCATE FASTENER IN NARROW PORTION KEYHOLE IN OR ANCHOR SCHEDULE. WASHER. .-20 TRUSS HEAD ARE USED E USED IN LIEU OF 1/L-20 SIDEWALK BOLT IF KEY - es � gwftb the Mimed e _UMINUM STORM PANEL RATION FROM GLASS SCHEDULE INIMUM SEPARATION FOR INSTALLATIONS 3-0' OR GLESS ABOVE RADE (INCHES) BAR 2 2 2 2 2-1/8 3-3/4 2 2 2 2 2-1/2 3-3/4 2 2 2 2 2-3/4 3-3/4 L- 2 ' 2 NO BAR .• 2 3 .2 3 3 3 3-3/4 3-3/4 . 2 2 2 2 3 3 3 3 . 3 3 3-3/4 3-3/4 MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) NEGATIVEDESIGN LOAD PANEL SPAN. ILmax.). POSITIVE EQUAL TO THE NEGATIVE LE. POSITIVE DESIGN LOAD PARATION FROM GLASS. :TWEEN TABULATED VALUES. OR LINEAR INTERPOLATION r 'INE ALLOWABLE SPANS. NO BAR 214E FOR USE WITH .050" ALUMINUM 1-3/8 1-7/8 3 3-1/4 1-1/8 1-1/4 1-3/8 1-1/8 3 3 Approved as complylogwidt the • Florid, .. i Ds NOA0 Wand Product t7bsho1 Dirty By sheet 10 of•10 "h" HEADER SCALE : 1/4" = 0'-1- MACHINE SCREW ID6"OR12 O.C. NGLE • 3.375" MAX. .092" I .165" (TYP. .250" ®ALE"U" HEADER : 1/4" = 0'-1" 3.000" 3 / "41 STAINLESS STEEL icy ___ STUD go6" OR 12 ' ALT. LEG 1 2.000" O.t. OIRECT10hl-� .060" 3.00"' AX. 2.2 0" Air .120" 0 In .250" 3a BUILD -OUT "U" HEADER SCALE: 1/4" a 0'-1" 6a Z-STUD TRACK SCALE :3"s1'-0" ��BUILD -OUT "P' TRACK . SCALE :HALF SIZE .090" 150" c .215" +n�.215 .060- .315" R SYM. +CK (FINISH 4.C.: HALF SIZE • I 090" ZAMAC OWINGNUT SCALE : HALF SIZE • Approved as canpbixiIrlt6 the Merida Bald Code • Dv,6s •.• NOM • Q. ►1V2tr•Y Miami Dade traded Control Ph 890� >0T 00. YM .890' 1.090".150.. �mI .215" 0 in 375" �13" 660" :188" O7 "E" TRACK SCALE : 1/4" : 0•-1" 63"0 20 GA. GALV. STEEL it= .0301 GRADE 40 OR 0.050" ALUM ALLOY (3004 H3L) • WASHER SCALE: HALF SIZE 650" 125" . SG. 1/4-20 x 3/L" MACHINE SCREW "C" TRACK 14 SQUARE HEAD MACHINE SCREW 3 SCALE : HALF SIZE N.T.S •� >,L.TOP & BOTTOM) EXISTING STRUCTURE rQ OPTIONAL 1 SEE GENERAL _.A NOTE 7 4N VIEWS) Lmax. SEE STORM PANEL 1 SPAN SCHEDULE TABLE ^.OPTIONAL STEEL BAR ✓SEOUTSIDE GE ERALO NPANELS PLAN I L a - SIDE MOUNT HORIZONTAL • MOUNT ELEVATION N. @OPTIONAL SEE GENERAL NOTE 7] FASTENER @12" O.C. SEE ATSCHEDULE CCEP ABLEAHOR--"'--1 ® BUILD —OUT @OPTIONAL SEE GENERAL NOTE 77 OUTSIDE 1 �1/L" MAX. INSIDE 12" O.C. TYP. ALUM. ANGLE CLOSURE PIECE: 2"x5"x 125"MAX O EXISTING STRUCTURE Approved as complying with tht Florida Date • lir1 C e Miami Didt Foodad Control BY, • TYPICAL BAR ATTACHMENT (USE ONLY WHEN IMPROVED DEFLECTION REQUIRED) _b eo~ wu Oa o. wm Cn 4Cm � Q xz W Vo tot Na w°' ICO 03/06/01 drawn by r /4" M • WIDTH UNLIMITED IPERP TO PANEL SPAN) TYP. SECTIONSr- TOP MOUNT PLAN VIEW 0 OPTIONAL STEEL BAR ON OUTSIDE OF PANELS - SEE GENERAL NOTE 7 BOTTOM MOUNT TYPICAL VERTICAL MOUNT ELEVATION OPTIONAL SEE GENERAL NOTE ___ EXISTING STRUCTURE WALL MOUNT 1/4" MAX. Q OPTIONAL SEE GENERAL NOTE 7 • ' EXISTING STRUCTURE Og © TRAP MOUNT .5 300" m - .625" 0- FASTENER 1-- 01 OPTIONAL ANCHOR SCH• SEE GENERAL ACCEPTABLE NOTE 7- wow mon. 1/2" MIN. 1 OVERLAP ALUM. ANGLE CLOSURE PIEC! 1"x2"x.125,MAX.O 2"x5"x.125"• © TRAP MI EXISTING STRUCTURE FACE N TYPICAL CLOSURE 1 SCALE: 1-1/2" 7 1'-0- I/4"0 POWERS RAWL ZAMAc NAIL -IN W/ I-1/r MIN. EMBEDMENT -j 0 • 1/4•0 ITW REP mom DYNABOLT SLEEVE ANN. CHOREMBEDW/1-1/r MI. Of es 67 :22 1131,3 logrtint. 112 gang jeg 6 lig& -200 p6 riERHE 6 12 6 12 S 12 RV! tuni SISISn11 m•••• 62 67 72 92 • 112 200 iii."0 ASHLEY DUICIC-SET SCREW WITH I-1/4" MIN. EMBEDMENT 11 -12- -IZ:- 112 10 3 S 9 3 200 9 ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE'ANCHOR NOTES. PIM -MIMPIT MININ IMPII1114111 e goos linri TN Nardi al $on 9 __ 3 7 3 9 57 3 S 7 3 9 S / 3 9 s7 A • , 111911191.11TnilMr1111MMII 0.0150* ALUMINUM STORM PANELS IKNEZEVICH & ASSOCIATES, INC. CONSULTING Ent:mime • PRODUCT TESTING 1200 N. UNIVERM1Y ORM. SUM MI • fORT LAUDIERDNAR. Ma TEL fig3114006 • FIVb 0141012.111es *MASA COAOSIDS WESSITE:91AWEI011:261RCH.COU • SW&IVemptiatecm.cam COPYRIGHT 0 2001. VIE MICH I ASSOCIATES. INC.