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BP04-494c 91 sr MIA MI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE c,NOA) PCT Industries P.O. Bo 3 I�`J MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 NEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Sc � �� V ' ■ This ng 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 -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: Sezies F-6000 Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. 550, titled "Aluminum Fixed Window ", sheets 1 through 9 of 9, prepared, signed and sealed by Robert L.Clark, P.E., dated 8/20/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by thc 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 ",finless 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. fluty portion of the NOA is displayed, then it shall be done in its entircty. INSPECTION: A copy of this entire NOA shall be provided to the user by thc manufacturer or its distributors and shall be available for inspection at thc job site at the request of the Building Official. This NOA revises NOA # 01- 0102.03 and, consists of this page 1 as well as approval documcnt mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 0701.08 Expiration Date: September 13, 2006 Approval Date: July 11, 2002 Page 1 HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 120" x 55" Maximum Area 35.20 sq. ft. NON — IMPACT WINDOWS 1.) GLAZING: 3/16" TEMPERED 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHEET 8 OF 8 4.) ANCHOR MAXIMIM SPACING: 15.000" 5.) SHUTTERS REQUIRED AT ALL INSTALLATIONS 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORTS: FTL -2818, 2819 & 2820 FULL CIRCLE 060" Maximum Area 19.64 sq. ft. ELLIPTICAL 120" x 48" Maximum Areo 31.46 sq. ft. Robert L. Clark. r E. PE 09712 Structural INDUSTRIES 8 PRODUCT REVISED B.>mna .w t Florid, Ogre BY M i �4 Product 04 mre: ey. J. Dole: Re+rO erc Oete: F.K. 8/15/01 10/24/00 REDRAWN ALUMINUM FIXED WINDOW Szalr. Sow: 1070 TECHNOLOGY DRIVE P .0. BOY 1521 Sew <s /uedrr; NOKOMIS, R 34275 NOKOMIS, Fl 34274 F -6000 NTS 1 or 9 ARCH. 60" x 120" Maximum Area 47.32 sq. ft. DETAIL G SEE SHT. 7 ELEVATIONS, 3/16 TEMPERED CLASS 4RR 00yED C0V7.V'I,C IM III WC o "SEP 1 u 2 o l{ J L BY 5500 r i CO TIROL DIVISION UL W E ACCC ?TANCE 55110150 COOS N O (1� O\ IC (I OFFICE Z. U Cry ^ No . 550 R• +. D 1 QUARTER CIRCLE 68" x 68" Maximum Area 25.22 sq. ft. HALF CIRCLE 120" x 60" Maximum Area 39.27 sq. ft. NON--IMPACT WINDOWS CONT. 3/16" TEMPERED CLASS REFERENCE TEST REPORTS: FTL -2818, 2819 & 2820 TRAPEZOID 60" x 120' Moximum Arco 43.75 sq. ft. OCTAGON 60" x 60" Moximum Area 20.71 sq. ft. k ,h�ert 1.. Clark.IE. PE 939712 Structural 30" T 7 INDUSTRIES 1070 1CCHNOLOGY ORIVC NOKOMIS. FL 34275 EYEBROW 74" x 37" Maximum Area 17.83 so. ft. I L RECTANGLE 60" x 120" Moximum Area 50.00 so. rt. Oeo� By. J.J. Senee /Lade) P.O. BOX 1519 NOKOMIS. 11. Jl 27e F - 6000 n e er: Dolt F.K. 8/ 15/01 Do:e 10/2 4 /00 REDPAIVN me: ALUMINUM FIXED WINDOW 37 ?koDUC7 uF:vlsr.D ,r etw•rltl,� ,.I, t4 F}«1da keldta9 Cs* AtrK eplMeen Ne 02 - 01 floe Oett Noeel Dsh?reciter 0.1.e/ DI. Wet AugtWCD AS CCMPIYII vi h, INC SOurngys',1 I'9l Gt1JIOOC DrC CC�� PRO a Ci DVTROL Drvisto (J ENLD. G 1009 COMPLIANCE OFF ACCEr;AIICE No 01- Ol0 2.. ELEVATIONS, 3/16 TEA. PL Rt D Gi ASS 5e0t. 1 seen 1 « -q .o. NTS1 2 er 550 HEXAGON 48" BETWEEN FLATS Maximum Area 13.86 sq. ft. FAN 74" x 36" Maximum Area 14.42 sq. ft. NON - IMPACT WINDOWS 1.) GLAZING: 3/16" ANNEALED 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHEET 8 OF 8 4.) ANCHOR MAXIMIM SPACING: 15.000" 5.) SHUTTERS REQUIRED AT ALL INSTALLATIONS G.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORTS: FTL -2748, 2756 de 2758 FULL CIRCLE 048" Maximum Area 12.57 sq. ft. ELLIPTICAL 74" x 36" Maximum Areo 14.53 sq. ft. r(' RDIIcrl L. Ciwk. PE PE 1 39712 SlruClural T INDUSTRIES Drown Dr: J.J. 1070 1TCHNOLOCr DR1vE P.D. BOX 1529 NOKOMIS. FL 31275 NOKOMIS. FL .34274 Dole: ARCH. 37' x 74" Maximum Area 17.99 sq. ft. Re.YA D Ie: F.K. 1 15/01 ELEVATIONS, 3/16 ANNEALED GLASS DI1e: ALUMINUM FIXED WINDOW Sen'u/v .dd. F -6000 70/24/00 NTS RI.!sOnt: REO.4AWN rNU UUCT Nr.VI•to AA No WI let .Y1 de / lla nmale1 cone Aexepoort 1100 • o .Og p .01e11tae Dore /i t. M6 ml /[y lra DMe emttvl hl.kbe DETAIL C SEF SI -IT. 7 A oraOvEO AS COMtgvmG V.v1I nl@ e:oyltH7 DA (WILDING CODE ='OD' C Ni0Ot. 0 5 , O t{� ) 01 D CODE CO'$'UANCE IC1 A 0 IU..Ot S ^eel• 3 =' 9 550 0 QUARTER CIRCLE 58" x 58" Maximum Area 18.35 sq. ft. HALF CIRCLE 74" x 37" Maximum Area 14.93 sq. ft. NON - IMPACT WINDOWS CONT. 3/16" ANNEALED GLASS REFERENCE TEST REPORTS: FTL -2748, 2756 & 2758 TRAPEZOID 37" x 74" Maximum Area 14.26 sq. ff. OCTAGON 48" x 48" Maximum Area 13.26 sq. ft. ,L.lhcrt L. Clark. 1'.E. PE 939712 Structural 30 T INDUSTRIES 1070 TECHNOLOGY ORIvE NOKOIUMS. FL 34275 EYEBROW 74" x 37" Maximum Area 17.83 so ft. r L RECTANGLE 74" x 37" Maximum Area 19.01 sq. ff. Drc.,, By J. J Ducr■a6 <,: rue: 9' d By Dole F.K. 8/15/01 Dare. 10/2'/00 RC O.RAW,N ALUMINUM FIXED WINDOW P.O. BOX 1329 C 4 -r 9 NOKOMI$, Fl 34 171 F - 6000 NTS ruunuct ut:vtscu e.e ptr r p .w n. Florida fntdl.p Cade Amps. et Ma�O 0n). F:,Plnnoa O.~ ny Mimi D.de r„eaei Cn.lr, l Ns-Won A rr"1OvEO AC CC..I9LY1rn', - Il rI.E s luroA 05, rzuol opt BY MOD ct G DI.TROL DIVISION EU IOI7G CODE COMPLIANCE Ofrict ACCEPTANCE NO UI' l�IUZ. rI� ELEVATIONS, 3/16 ANNEALED GLASS r f3 MAXIMUM HEIGHT SEE SHEETS 1 THRU 4 /y10 PAN HEAD WOOD SCREW 3/16" HEX HO. TAPCON (SHOWN) OR 3/16" FLAT HEAD TAPCON (C'SINK REO D) 1 -1/2" MIN. 00 2x W000 BUCK .390 MAX.— TEMPERED OR ANNEALED � 1/4" SHIM MAX. 13 MIN. SECTION A —A TYPICAL SECTION & INSTALLATION INTO CONCRETE AT SILL & WOOD AT HEAD SHIM MAX. 1 -l / 4" NOTES: 1.MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED! ARCH. SHAPES. ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES SHOWN ON SHEETS 1 THROUGH 4 OF 8. 2. REFERENCE TEST REPORTS: FTL- 2818, FTL -2819, FTL -2820, FTL -2748, FTL -2.756 & FTL -2758 1 -7/4" MIN. RDhcrt . Clark. PPE. PE /139712 Structural 1070 TECHNOLOGY DRIVE NOKOIIS. FL 34275 ix W000 BUCK 1/4" SHIM MAX. rue: T£.MPEREO OR ANNEALED 3/16" HEX HD. TAPCON (SHOWN) OR 3/16" FLAT HEAD C'SINK (C'SIN H HEO'D) SECTION 8 -13 TYPICAL SECTION & ALTERNATE INSTALLATION INTO CONCRETE Oren By' J. MAXIMUM WIDTH SEE SHEETS 1 THRU C Dn e. 10 /24/00 PRODUCT REVISED es toaplyag Ali CM ?Lib Baldlej Code A carte oer Ne_QZW EednHo D•le MInell Dade Ptndoct Comm! ReH1 Br: Dol, F, K. 8/15/0I D"2y PULDIRG CODE COMPLIANCE OFFICE cry Fe�etnna: REDRAWN SECTIONAL & ANCHORAGE VIEWS ALUMINUM FIXED WINDOW Sulu /✓odo. cote S ^eet• I D-0 -.e; h'n. P.O. BOX 1529 NOKOUJ5. ft. 34 274 F -6000 NTS 5 e19 AN ROVED 4 S r.0u0l :»IG WI114 1H[ cnuDlj e a ODE nt Er 11 .3l 11jj 550 —1 .500 .055- = -1f--- O F-6000 U- CHANNEL GLAZING BEAD .062— 2.000 VISIBLE LIGHT CALCULATION 1 1.344 WH I MK. 1 2 3 4 5 6 7 8 9 PART ,9 68342 61168 7834 62899C/6250IC 61308K 65M55W 7PWSW BILL OF M,4TERIAL DESCRIPTION FRAME HEAD, SILL & JAMB U- CHANNEL GLAZING BEAD /8 x 3/4 PN. PH. SMS SILICON BACK BEDDING CLOSED CELL FOAM TAPE SEAM SEALER 3/16 ANNEALED GLASS 3/16 TEMPERED GLASS /6 x 7/8 FL. PH. TEK VENDOR ALU OR = ALUMAX OR, _ • SPENCER OR D /G. E. OR = TAPE SPECIALISTS OF FL OR = SCHNEE /MOREHEAD OR = TRIPLE DIAMOND CLASS OR = TRIPLE D /AIJ,ONO CLASS OR = SPENCER 0,4 = WINDOW WIDTH "TIP TO TIP" - 2.688" WINDOW HEIGHT "TIP TO TIP" - 2.688" I---WW —�— Pe.•fq+e: REDRAWN EXTRUSION PROFILES & B.O.M. mfe• O w 6 er 9 550 VENDOR g AF- ,`342 AF -1168 SM5504 r Rum vT RtVISED .....9 0 1! fv ilerlde Dsldlei Cede Aeeepe Pre W O.O$ CWnUPe De De g -�.�� Mhel Dsde Ieodeel Ceeerel mob. APPROVED AS eAOLYl40 W,m nrE OUru F1054)A CO DU'LS'N0 COOS ,AIEP OY r50'1 Cr ' LROLOMSIOII fjRP1+0 CODE COVPL/ANCE ICE ACCCnr.v:cC ' Q1,OZ. C1b 1O F-6000 FRAME EXTRUSION Roncn L. , 2 CE. PE P3 712 df Structural I TT INDUSTRIES Ore.. Br: J.J. rD70 TECNNOLOOr DRIVE P.O. BOX r 329 NOXOMS, 11 34275 NOKO.VIS. f1 J,27e ae.,e '1715/01 F.K. ()etc 10 /N/00 ALUMINUM FIXED WIN Sen,s/e F - 5000 Scer NTS e REFERENCE TEST REPORTS: FTL -2818, 2819, 2820, 2748, 2756 & 2758 TYPICAL GLAZING DETAIL 3/16" GLASS 3/16" ANNEALED OR F 3/16" TEMPERED GLASS SILICON Robcn L. Qark, CG. PE 939712 Structural SEAM SEALER DETAIL C TYP. 90' CORNER CONNECTION rRUUVCr ur:vlsvn u •11Y IW mme. & Code A•oon.., 7 8 Z - 0 ? 0 f•O8 E,rinlls. D.r, ,ollsre Di.IJ,r Ar?RDvEO A; COUrtvING w •n 1 0 NE co l0I1D1!1G CODE ���S�I 1., A DU 09 er 71/ 09C. t .. 140004. OMSIO 9L7IOlnir CODE COMPUAHCE • . r0 A�r.�rn�KE IrOf`,L - 0107- INDUSTRIES Dm "0 9r: J.J. D,.c�ofe" 0,014 eY Dole: F.K. 8/1 Dal,: 10/24/00 GLAZING & CORNER DETAILS r ALUMINUM FIXED WINDOW :,'.,fUa4 1070 TECHNOLOGY DRIVE P.O. 90X 1529 NOKOIIIS. FL .34275 NOKOU15. 71. 34274 F -6000 N TS REDRAWN D•a.•�e Ne 7 ., 0 550 Window Heights Window W'dths 19.125 24.000 26.500 37.000 48.000 60.000 97.000 111.000 120.000 26.000 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 39.000 100.00 100.00 100.00 100.00 100.00 100.00 78.90 69.60 65.50 51.000 100.00 100.00 100.00 100.00 90.60 80.30 77.20 63.00 55.80 60.000 100.00 100.00 100.00 100.00 90.60 58.00 58.00 58.00 58.00 Window Heights Window W•dths 19. 125 24.000 26.500 r 3 7. 000 48.000 60.000 97.000 1 1 1.000 120.000 26.000 135.00 135.00 135.00 135.00 135.00 135.00 135.00 122.90 712.60 39.000 135.00 135.00 135.00 135.00 135.00 135.00 78.90 69.60 65.50 51.000 135.00 135.00 135.00 135.00 90.60 80.30 77.20 63.00 55. 60.000 135.00 135.00 135.00 135.00 90.60 58.00 58.00 58.00 58.00 3116" .TEMPERED GLASS NOTES: 1.) Negative Design Loads based on E 1300. 2.) Positive Design Loads bosed on .3.) Numbers are for #10 screws or 4.) Anchor maximum spacing: 15" Negative Design Loads Comporotive Analysis and Gloss Table ASTM Comporotive Analysis and Water Test Pressure. 3/16" Topcons. Positive Design Loads REFERENCE: TEST FTL - 2818. 2819. 2820 0/(' Rupert Lark,! E. PE K397I2 Structural 1T INDUSTRIES 1070 TECHNOLOGr ORIvt NOKOV1s. F .54273 ran a.� Fend E Frri.anr F.K. I8/J REDRAW De! t: 10/14/00 ALUMINUM FIXED WINDOW P.O. BOX 1519 Sean Wood:. 3,rte • NOKOVIS. FL 34274 r - 6000 NTS PRODUCf RF7VISEU n eaa rb tag .4M dm i1w & Ratdtni Cade A remtsece MOOZ QJ/•Ot9 F +rinit�n Ottt CY7 /� / 31 pL R7_ nn. ntdr Ptvdarl Cam td n1.t•1nn 8 ar 9 I 550 XrPROVI:O AS COvrLYt1.G MI t11 TIE STfll nr tl OTOA DUROIVOCOOE 07 rs00' + ,7 s41101.OIV'StO OJ lL1YVO CO70 CO1..1.1 4CE 0 TICE 4r- C••AaCF no Cl1' 010 Z • o3 Oe +c riaFn. COMPARATIVE ANALYSIS, NON- IMPACT 3/16T Window Heights Window Widths 19.125 24.000 ' 26.500 37.000 48.000 ( 53.125 60.000 74.000 26.000 120.00 95.10 81.00 78.60 59.20 (" 53.60 48.40 42.20 37.000 115.10 85.70 77.40 40.00 40.00 40.00 37.00 28.90 Window Heigh(s Window Widths 19.125 24.000 26.500 37.000 48.000 53.125 60.000 74.000 26.000 100.00 95.10 81.00 78.60 59.20 53.60 48.40 42.20 37.000 100.00 85. 77.40 40.00 40.00 40.00 37.00 28.90 3/76" ANNEALED GLASS REFERENCE: TEST F rL - -2748, 2756, 2758 Robert L. ark. k. E. PE #397I2 Structural INDUSTRIES Dro.A er J. J. R r.se Br: F. K. 8/15/0! Deft 10/24/00 1070 TECHNOLOGY DRNE NOKOMIS. TL 3+225 P.O. BOX 1529 0. I SeneeNetel: N0KOU15. 3422+ F - 6000 Scow NTS S g or 9 0.e... uo 550 1 Re..s :en r: REDRAWN COMPARATIVE ANALYSIS, NON - IMPACT 3/16A Sur: ALUMINUM FIXED WINDOW 8 NOTES: 1.) Negative Design Loods based on Comparative Analysis and Gloss Table ASTM E1300. 2.) Positive Design Loods based on Comparative Analysis and Water Test Pressure. 3.) Numbers are for #10 screws or 3/16" Topcons. 4.) Anchor maximum spacing: 15" Negative Design Loads Positive Design Loads ruUnuCT N9Vrltb eulm i 'ri,.fl er na+ae Cede Ateertaan Nn 41/5 Emlnilea Dirk Ey Mt. tide hedrn lrtl D1.1.ler P •"4OVED AS COMPLYING 'MTI I x119 'D D DE e1130 ,:r a 1101. OMS ;ON 02M10:90 CODE COMPLIANCE OFF1C9 RCCEPTARCE NO ( 0 Z t.* M I A M I.OADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PCT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: 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 -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 assurancc 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 thcir 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 bcen designed to comply %with thc High Velocity Hurricane Zone of the Florida Building Codc. DESCRIPTION: Series "PW -701" Aluminum Fixcd Window- Impact APPROVAL DOCUMENT: Drawing No. 4214, titicd "Aluminum Fixcd Impact Window ", sheets 1 through 4 of 4, prcparcd by manufacturer datcd 02 -16 -98 and last rcviscd on 09- 09 -02, signed and scalcd by Robcrt L.Clark, P.E., bcaring thc Miami -Dadc County Product Control Rcvision Stamp with the Noticc of Acccptancc numbcr and cxpiration date by thc Miami -Dadc County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with thc manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted hcrcin. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has bccn no changc in thc applicable building code ncgativcly affecting the performance of this product. TERMINATION of this NOA will occur after thc expiration date or if there has bccn a revision or changc in the materials, use, and/or manufacture of the product or proccss. Misusc of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tcrminatc.this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA numbcr preceded by the words Miami -Dade County. Florida, and followed by thc expiration date may bc displayed in advertising literature. If any portion of thc NOA is displayed, thcn it shall bc done in its cntircty. INSPECTION: A copy of this cntirc NOA shall bc provided to thc user by thc manufacturer or its distributors and shall bc available for inspection at thc job sitc at thc request of the Building Official. This NOA revises and renews NOA # 99 0218.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was review , 1 C �td�,�P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER E3UILDENG 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0716.03 Expiration Date: Octobcr 03, 2007 Approval Date: October 03, 2002 Page 1 COMPARATIVE ANALYSIS TABLE 1. FTL -1971 DESIGN PRESSURE RATING FOR GLASS TYPE - 7/16" LAMINATED (3/16'HS,.090",3/16 "HS) WINDOW WIDTH WINDOW HEIGHT 76.000 78.000 80. 000 84.000 90.000 96.000 NEG POS NEG FOS NEG POS NEG POS NEG POS NEG POS 41.000 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 42.000 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -89.3 893 43.000 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 90.0 -89.7 89.7 -86.5 865 44.000 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 90.0 -87.3 87.3 -84.0 843 45.000 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -88.1 86.1 -85.2 85.2 -81.8 812 46.000 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -86.7 86.7 -83.3 83.3 -79.8 799 47.000 -90.0 90.0 - 90.0 90.0 -87.8 87.8 -85.2 86.2 -81.6 81.6 -77.3 77.3 48.000 -90.0 90.0 - 87.9 87.9 -86.3 86.3 -83.6 85.6 -79.9 79.9 -74.8 74.8 96" MAX. WINDOW HEIGHT 93' MAX. DAYLIGHT OPENING 6 .1/4" MAX. 48" MAX. WINDOW WIDTH 45' MAX DAYUGHT OPENING 13 1/4" MAX. O.C. W/ TAPCONS F 11 1/4" MAX. O.C. W/ 114 SCREWS / 6 3/4" MAX. 1 17" MAX. 0.C. W/ TAPCONS 13' MAX. 0.C. W/ /14 SCREWS LARGE MISSILE IMPACT WINDOWS 1.) GLAZING DETAIL: 7/16' (.454) LAMINATED GLASS CONSISTING OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 NTERLAYER OF SAFLEX P'B BY SOLUTLI OR DUPONT WITH BUTACITE AND 3/16" HEAT STRENGTHENED CLASS. 2.) CONFIGURATIONS: 0" 3.) DESIGN PRESSURE RATING: SEE TABLE 1. 4.) ANCHORAGE: (SEE EMBEDMENT DETAIL SHT. 4 OF 4) MAX. 6 1/4" FROM EACH CORNER (HEAD & SILL) MAX. 6 3/4' FROM EACH CORNER (JAMBS) MAX. 0.C. AT HEAD & SILL = 17" W/ 1/4" TAPCONS A - - MAX. O.C. AT HEAD & SILL = 1. " W/ /14 SCREWS ` \ MAX. O.C. AT JAMBS = 13 1/4"1 1/4" TAPCONS MAX. O.C. AT JAMBS = 11 1/4' W/ /14 SCREWS 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT :: FTL -1971 7.) INSTALLATION OF Ix OR 2x BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY AND TO BE RENEWED BY BUILDING OFFICE. Robert L Clark. P.E PE /39712 Structural INDUSTRIES 1070 TECHNOLOGY ORNE NOKOMIS. FL 34775 P.O. BLUE 1579 NOKOWS FL .34274 Rand By. F.K. Rend B F.K. R.rod By F.K. Revd Br F.K. Rend Br F. Key D3. brow BY. Oat*: 0.9. 2/16/98 ELEVATION Dab: R..l*kr.r 9/9/02 F -REVIX maws SPA0NG Dole: R.adanc 8/13/02 E -RENSE maws a NOTES Dow INA4 r.: 7/ 10/02 D- REIMO1vf TEMPER OR Dat Rev/ebnc 5/9/02 C -AD0 COMP. ANAL TABLE Dole: RnYer.: 11/6/01 B -T8 & ADD EXTR. 1 ,29/99 RerWaee: ALUMINUM FIXED IMPACT WINDOW Serles/Modet: Sc d*: Shoot: Bra bo tb. PW -701 NTS 1 a 4 4214 ►RUOUCT RiVIa133 oft,Nrtn oir4 no il*rN* Mogan N 0 2 - o7/C• 03 Ammar. 4ptrr4. D.n O'-Tn4lla . Z'' ?- b 1 1 I 1 Miami D.dl haler! CdFwl F 1 ITEM 1 2 3 4 5 6 7 8 9 10 DESCRIPTION Frame Head & Sill Frame Jambs .688 x .500 Channel Glaz. Bead Seam Sealer Closed Cell Foam Tape #8 x 1.000 Ph. Pn. SMS Silicon Bock bedding 7/16' (454) W /SOLUTIA PVB INTERLAYER 7/16' (.454) W/DUPONT PVB /NTERLAYER 16 x .875 Ph. FI. Self -top .874 .062 2.784 O FRAME HEAD & SILL 6063 -T5 ALUM. V.T.# 61224 612242 6533402 6SM55W 61308 781PQA 62899C 7PWSW .312 .688 7/74 Robert L Clark P.E PE /39712 Structured QTY. /LOCATION 1 eo. 2 4 4 (between bead & gloss) 8 (Frame Assy. screws) 1 1 Bead screws. 2 1/2" from end, 20" centers 2.784 T INDUSTRIES 1070 TECHNOLOGY ORNE NO KOr9S FL 34275 P.O. 90r 1529 NOKa9S. FL .34274 —1 1---- .312 —I .874 k- O FRAME JAMB 6063 -T5 ALUM. Raved • 5/9102 Doh: 11 6/01 NO CH THIS SHT R.Ndpn: TB & ADD EXTR. .688 Dot.: Rehio,r: 9/9%02 F —NO CHG THIS SHT Doh: INn do r: 8/13/02 E —ADD DIM., ORIENT. Doh: R.d.1o.r• 7/10/02 0 —NO CHC THIS SHT Revisions: 1/2.9/99 2/16 /98 VENDOR Alumox Alumax Alumox Schnee - Morehead Stik — ll Merchants Fosterers Dow Corning H.P.G. H.P.G. Fostec -011—.062 .688 �_ ---�- .500 O GLAZING BEAD 6063 -T5 ALUM. VENDOR NO. AF -12241 AF -12242 AF- 533402 SM5504 1308 899 ntanUT 11\VISF.D L rNw .i■ the 71..1d. Aftept.... ee.OT- a7i6 1.44.11.. D. OCT At loo} .T 151..4y 1• r�ANa 41g.I I>.d.r.....e J Deecrbtlorc EXTRUSION PROFILES & B.O.M. TAM: ALUMINUM FIXED IMPACT WINDOW .',u1e4/dodeC Sod.: Shover ro.Yp D N . PW -701 i NTS 2 ., 4 4214 Re.: F MAX. HEIGHT FXIERIQB 1L P 2.784 MAX. DAYLIGHT OPENING WINDOW HEIGHT - 3� VERTICAL SECTION HORIZONTAL SECTION 0 3/16' HEAT STRENGTHENED 0 Rob.A L Clark. P.E PE /39712 Strueturd MAX. DAYLIGHT OPENING = WINDOW WIDTH - 3� MAX. WIDTH .090 INTERLAYER (SAFLEX BY SOLUTIA OR DUPONT W /BUTACITE) INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMtI , FL 34275 P.O. BOY 1529 NOICOARs FL 34274 3/16" HEAT STRENGTHENED 7/16' GLASS BITE T Roved er F.K. Rwad Br F.K. R.rad Or F.K. Rwad Br F.K. Rome B F.K. rd 9r D .f: D.B. 1/29/99 oan Br Oo't.: D.4. 2/16 /98 D..e.eebn: TED.: FXTFRIOR GLAZING DETAIL: 7/16" LAMINATED GLASS Doter R.4Wora 9/9/02 F -NO CHG THIS SHT OM.: &Melons 8/13/02 E -CHG INTERL, & DESK OM.: Rndskmw 7/10/02 D- REMOVE TEMPER OPT Dab Revision.: 5/9/02 ADO TEMPERED CLASS Deb: MMWor.: 11/ 6/01 TB & GLAZING DET Rn4.ima: SECTIONS & GLAZING DETAIL 2.784 SsiesAkdek Sods: WNW: 6vsinO No. PW -701 NTS 3 a 4 4214 PRODUCT REVISED on me Ora' vela Ow R.M. l.IdOas OM A. pa.a. 07 IC .0 3 E rtnrlw D.4 C es O - >ti \5445 1. Mi..t UNk r.r la.t C.hnt ALUMINUM FIXED IMPACT WINDOW Rer. F ' 1/4" TAPCON (SEE NOTE 1) NOTES: 1/4" TYP, HEAD. SILL JAMS' 1 1/4" MIN. d a • . • 4 4 4 4. n INSTALLATION OF 1 x WOOD MAX. BUCK TO SUBSTRATE TO BE ENGINEERED SEPARATELY. 1. USE MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1971 A #14 PANHEAD Robert L Clark P.E PE #39712 Structural 1/4 MAX. 1 1/2" MIN. 7YP. HEAD, SILL JAMB INDUSTRIES 1070 TECHNOLOGY DRIVE NORMS. FL 34275 P.O. ear 1529 NOXOM5, FL 34274 Awed By F.K. Roved By. F.K. R...e F.K. R..W ey F.K. Reid By F.K. 4 Q Qo.n By 0.9. 26/98 a • 4 INSTALLATION OF 2 x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BLDG. OFFICIAL. Date: Revision: 9/9/02 F-CHG SCREWS TO 114 Dob: &Melon.: 8/13/02 E -CHC BUCK NOTES DeL Rft dorm 7/10/02 O-NO CHG THIS SHT Dos: R..Atlonr. 5/9/02 ADO 1/4 TAPCON & NOTE Oat.: R..4&on. 11/6/01 TB & NOTES 4. D l.• Rwtrenn 129/99 Serk{/No* Soule: Shoot Droving No, PW -701 NTS 4 a 4 4214 PROD111T R vl I o - omM/.1.M U. ►l.A& ta.lA6� c.a. �.,. 02- 071;. ILA4Anotles tYU OGTr+3.ler.�- w S{.a \ ,t_Lw Ntrl M -M c.& M.1i.. ANCHORAGE ALUMINUM FIXED IMPACT WINDOW Row F O O 4 0 O O 0 � .11 • m IMO sir rr al�.r gar /NM it! ItilaI 211: YIal.:ad %!r:1111111=1■ f�G: ? I-M2.1%K_PI :?r t:liilfJiii/Jt V L3r I•.1r^ .7/C_!<Iylr•1•yLilill WPM FMI. J.11:i:;?2•:3l:;,'•11111INIINIMINIIM MIA IMIP.' .77,7 111G'{f 30P43Srfil &3•l_LAIl1=1 iFl FAIrrilL6ii7141 ,"..L::F■ 1,111411 01014121MINIIINIIMINIMINI■ lam cuopiktArtmEire ibJ 14/2: /147 fbI iL•f3t1Ll<•id:laU1J•11:i71 WPM 1:11:Mg.v.Lie !L, I1 •-11. 1.Wfa:,1 aRIg: i01Ja ` *!! -ram a R�r :a:.E :!!'•a iCl f•3'J`l!•F�d:71� ir1.T•l<J:IAC CfriNTAIliH/r` err :Ai.M111111 •• [frf iINIIFirylL`P:Ir111'3 .11111■ WATOl EDA ►3CF^m1ria5. :• !NJ:a '.', la :1QF>l Pixi!, ar :l1� %LG1!'11 :h1•WMAil FM i, •. 71!1i:;d::r: 1:11..L9i2:4:1E :21141 [frr;•l .Gi$ •lY;1 l 111•1111QF>l PAKIJIIIIVAYIVIALaiiVi_ta Elan ►i:! til7. 1 4: t1, 1%11: !• :T T i:; 11>♦ 11 i ll WAN rrtullb1.R•11 I /•aa>• 1z27144110/•:/ku:U.!alINTUCHi IF.7.1111 .• J.!. 1•.•7.1 Xr?4iPiCiill111•1il<OlC h'. 1 .• s•IaR FLO X! 1JF :ta!3!?X!l/Ol[e4rArli! iFl :•.,F1 �rC• -a7> - r.pY11171:•ar:0.u31 i• i/Olri !• . ■�Pl •.e. i7 ..:: •. QOM :. ! A! UMillt% 2 1R,;111ft711 :.T 14.1RA•Ia(d: ;1! W :Nya_Mira 1GLQL1t ■S . rzrtr.•lr7 z :•::� w:cm Will =MI I i•1rFlrl 1 lt,E1S3>u •Itt!t'1:l F:•.'fE>•Lr[Ii WMPM r - •• S:rY1•r^m. t"t i 11P.wirnrr^rzE7■11111=11 QAII ■11111!'rl'jT1: ! r'76IFIXI•'7ilifftf^2*•Ic '• u M IELT •1•1.,0 t:7F ?!•: aryl: l!!' 1: 1.!! altaal:; �laa% l: :d ?Lh�1>• r•36:I11111•I_r{2':s :ilitlL 11Ln LIIF•L•e;:I/(•:d:K3t'! P117.1.. :111V I ":41•1QOI WPM Iii118081811111(1.1111=1IMINNIIIII 81:KII:111184:132.Nciiii&O•ital [EMI IWNl![J•1<!T t'IRLYA:SIAP.aLAB7- ttlAtl -p n.mrpyrr ar7., :r. a.-7.% . 1a^:r^t.:um=1r c02 1111' t:•:M.-ii 's.'21 tRe'3S•A 14C- 1.1121_41Et•Z:.1101121 ii.:!',i: NIM01 1W1411 ai ==.1,61LLiLo- 1t1/LILrL "7/0A11111 QAfI W l ilLiIR• T .TL!7frrA1LL•1 !WAIN 11. n40 :11! • lbw, Dr F.K Rimed Op F.K Onran 0.9. CNN, X 17 1 03 9/9/02 8720/01 7712/99 • •G Q ©1 AT 03 (1•itll•174 /2. 11F7nla raft•A3r• r•:!atI ■GFIflJ r■111=111=itNNaVeil - 4M Gtl'fLdINF -f :P4911•i.3:41=11t:lCt1 r • 1.147l•la/21 !� 1t1i71 F PAtl• NOM Eva:W/41 111.•11:1N1 Tit" iLO1G411P - r ir.MIIN fY.iirt•11:! : 1 NOME DIV l• a Erslr 6'7.t??i11Y.iu- •1.x:1•.rrv: ?sr11110 ii: � 1 ■11Ia•1l.r:/..1LA1111111ROi1 D -NO CMG THIS SHIT C -AD 7/161. GLASS liwoltieraz 8-PER LETTER 8/17/01 I.. L_E>10.VWL9ApLJ 0 Robert 1.. Clark. P.E PE /39712 Structural !!Q1r 1. Om IN O ACIKETS ME FOR Of0 CONFIGURATION 2. REFERENCE TEST REP1Rf: FTL -20E7 1070 TECNNO4.00Y DRIVE N0%OUS, n 34275 P.O. BOX 1629 NOKOMIS. n 34274 O••crglbn: BILL OF MATERIALS raw ►RoDu r REIILY V6 merpbbel — M rh.111 Debi 8 war ALUMINUM FRENCH DOOR W/ SIDELITES s.•.yfrae c soots: - Sheol: Droving No. brc FD-tot NTS 5 d 8 972 D 4.000 .062 O 000R PANEL HEAD & SILL 6063 —T5 ALUM. .050 — 1.750 1.750 .250_1 1- O WEATHER STRIP CHANNEL 6063 —T5 ALUM. .375 1.0.+ 2.125 O 18 EXTRUSION TRUSION 6063 —T5 .125 4.100 .125 O DOOR PANEL JAMB 6063 —T5 ALUM. 1 1. 1 500 1 I 1 .730 F- 1 MP TRUSS CLAW 606.5—T5 ALUM. 4.100 O 3 DOOR PANEL, INTERIOR ASTRAGAL 6063 -75 ALUM. 1.272 1.730 O FRAME HEAD 6063 - 15 ALUM. 4.675 4.675 obeli Clark. P.E. PE I39712 :irueturW 1.730 T IN TRIES 1070 7FC110L00Y DRIVE NOK019 S FL .74275 P.O. 90X 1529 AVOWS. IL .4274 100 .s KK b: lkrwf F.K. a.rn 9y: P..iC. 4.100 O DOOR PANEL, EXTERIOR ASTRAGAL 6063 -T5 ALUM. O OLTSW1NG THRESHOLD 6063 -T5 ALUN. Arfin 1/17/03 7 (9 u /02 '979(02 C -NEW SHT Ib.4denal 0—NO CHO THIS SHT O FRAME J4MB 6063 -15 ALUM. Olktios a•e: EXTRUSIONS PROFILES, DOORS • OsNINSOM Zpokeles V, a ALUMINUM FRENCH DOOR W/ SIDELITES s rwOWaa Sc er: I 9lwt• Droving ft. ibr. FD -101 I NTSI 6 a 8 972 I D I---J.I00--I .050 .750 7 SIDEUTE BOTTOM RAIL .0062 --11— 6063-75 ALUM. 7.800 J6 SIDELITE HEADER 6063 -73 ALUM. 40 C 0 SIDELITE JAMB ADAPTER 6063 —T5 ALUM. 5.459 .3.700 .075 Robert L. Clark. P.E PE 139712 Structural 1 .479 INDUSTRIES 1077 TECHNOL0OY DRIVE NOKOM1$, FL .14275 P.O. BOX 1329 NLKOLIS. 11 34274 O SIDEUTE JAMB 3 6063 —T5 ALUM. .ROOOC1 Riuvrwee ggiOnir Aanpson OH`Ir /twee Eta Deem R . F.K 1/17103 D—NO CHG nis SHT F.K. Rowed 9 oa 9/02 SHT Dram a' F.K. 9 9/02 EXTRUSIONS PROFILES, SIDEUTES ALUMINUM FRENCH DOOR W/ SIDEUTES s. rwMoa a 15c a L K Mak �•+"a � Kw: FD-I01 NTS 7 d 8 972 0 1.500 urAL 1x P100D Bt (SEE NOTE 3) r /4' TAPCON (SEE "D"r r) TYP. HEAD 1 /4' TAPCON 1.500 ION. 114 PANHEAD 1.500 V4 TYP. SILL TYP. SILL .250 ANT. ( E MIR B 1/4' TAPCON (SEE NOTE t; M TYP. HEAD .250 —{ t • YO00 MAX (SET NOTE TYP. JAMB NOTES; 1. USE ONLY MLWI -DADE COUNTY APPRO'IEO ELCO OR MY TAPCONS. 2. INSTALLATION OF 2w WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE RENEWED BY BUILDING OFFICIAL.. J. INSTALLATION OF Ix WOOD BUG( TO THE SUBSTRATE TO BE ENTINEERED SEPARATELY. 7f#A 1 17 3 Robert %39712 P.E. BPI-ache al • 1070 TECHNOLOGY (*NE N01O0115, Ft 34275 P.O. BOX 1529 NCKOMIS. R 34274 Roved i Oafs: 1 /►7/0J ANC HORAGE TRY: F0 -101 ItoNWom 0 -NO CMG THIS SHT Arnw F.N. Roved a F.K. 9/9/02 8/220/01 C - APO 'oirs 8 LEM, 8/77/01 D .s M' 0.9. 7/12/99 3eakx NTS Ste: 8 a 8 C MS. 972 TYP. JAMB/SIDELITE REFERENCE TEST REPORT. FTL -2067 .250 AUX. 1x WOOD BUCK (SEE NOTE A) L TYP. SIDELITE HEAD T�PCON EE NOTE 1) TYP. SIDELITE SILO 1 4' TAPCCN (SEE NOTE ►) 1.500 I. N. 21 *000 (SEE NOTE 2 TYP. SIDELITE HEAD /14 PANNEAD TYP. SIDELITE SILL 2x W000 BUCK (SEE NOTE 2) .250 114 FLATHEAD AUX. : as Wattta tapirallis ' . � Ld1 a 1 Mks ALUMINUM FRENCH DOOR W/ SIDELITES R.. D MIAM FDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: 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 -Dade County Product Control Division (ht Miami Dade County) andfur the AHJ (in areas other tltatt Miana Dark 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 C -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045 -8, tided "Aluminum Casement Window, Impact", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturers 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 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 NOA # 02-1224.02 consists of this page1 vidence pages E -1 and E -2, as well as approval fly document mentioned above. The submitted documentation was review MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 03. 0611.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 Page 1 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16' LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16' LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/18° LAMINATED GLASS COMPRISED OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PV3. D. 7/18" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16' LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST FRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI-DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. F 'SHEET 4. F. FOR a "XOX" & "O" CONFIGURATIONS SEE SHEET5. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "X0" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLL`'WS: HEAD & SILL: MAX. 4' FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13° SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED _ITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCCNS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16' TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7 REFERENCE TEST REPORTS: FTL -3580, FTL-3582, FTL -3587 ANC FTL -3729 ktvadtly 1111. F.K. 3/17/03 knot er bra F.K. 3/25/03 krole 97: 'Der &aa" er: F.K. 12/17/02 Rvoliyuk A rowa=n 9 mom C OMraed dY REVISE ANCHORAGE NOTE 4 .40013/16' 1.G. A MOVE GLAZING DETAILS TO SdEET 2 NO CHANGE THIS SHEET bra• 1070 TECHNOLOGY 090/E NOKOMIS. FL 34278 R0. BOX 1529 740110199. 71.34274 x 0 } x 0 x CONFIGURATIONS OPTIONS x X 0 0 x x 0 x UNEQUAL LITES X 0 UNEQUAL LITES 0 x UNEQUAL LITES Yur bly Better NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT Sww"°re CA.740 NTS sane 1 12 NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5.8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10-11 PARTS LIST 11 ANCHORAGE 12 7045 -8 PRODUCT REVISED m comldying ath the Flams Bolding Code Ateeptaate No 'ratio Da 7404)3 Lucas A. Turner, P.E. PE 055201 Mechanical herse F.K 'toad fir - AK t F.K. 1/8" ANNEALED GLASS 5/16" LAMINATED GLAZING DETAIL .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS 0 t _Jo GOp .65° NOM. GLASS BITE 00 3/8° AIR SPACE 1 /8" HEAT STRENGTHENED GLASS -- 13/16" - 86 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS 312503 Ova 7/10103 Dear oe": 03/25/03 0 Resielmsv Revisions: Chaim, Or 3/16" ANNEALED OR HEAT STRENGTHENED GLASS ®@ 7/16" LAMINATED GLAZING DETAL REDRAW GLAZING OETA I S d ADD 13718'1.G. NO CHANGE THIS SHEET .C90 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT F-- S TRENGTHENED GLASS 1070 TECHNOLOGY MOVE NOKOMIS, FL 34275 P.o. 8QX 1529 NOKOMIS, FL 34274 .65" NOM. GLASS BITE t Pi GI I 1 Visibly Better 13116"1.0. GLAZING DETAIL c;71 Descrism GLAZING DETAILS T6 ALUMINUM CASEMENT WINDOW, IMPACT & C -7744 ( NTS I 2 d 12 j 7045 -8 c .65" NOM. GLASS BITE PRODUCT REVISED ne complying pith the Florida D oidiag Code Aeceptarto Ne E ntloo 7 ,'o% 3 Lucas A. Tumor, P.E. PE 458201 Mechanical CENTERLINE 1 112" ( AIM Vg F.X. Read sn F.X. ar FJC F.K. A 1 1/2° ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN 7' \ 4" MAX. ANCHOR LOCATION TYP. �- 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NO 4) DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL -\ TYP. (2) 13" MAX. O.C. 4" MAX. 1 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING / r 1 SEE METING RAIL - DETAIL i T1fP. (2) 4° MAX. J L \ / 141/2" MAX O.C. TYP. 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT 1 ANCHOR LOCATIONS EE SHEET 1, NOTE 4) SEE MID -SPAN NCHOR DETAIL TYP. (2) } 13" MAX. 0.C. De": 3/17103 Ow. 3/2903 7/1DA13 Deer. 12/17/02 3 4" MAX. 4" MAX. govidonr B C Gras" Or ANCHOR DETAIL TYP. (2) 30" MAX. +QAYLIGHT -- OPENING / 37" MAX. VENT TYP. 134" MAX. WIDTH 63" MAX. DAYLIGHT - OPENING 0 13 " MAX. O.C. 60° MAX. FIXED 30" MAX. -- DAYLIGHT OPENING ELEVATION "A" - 83" HIGH "XOX" (SEE SHEETS 6-8 FOR PRESSURES) REVSEANCHORAGE CHANGE SHEET NO. REFERENCES ADDHINGE LOCA1sON DETAILS Deft 1070 TECHNOLOGY DRIVE NOKOMIB, FL 34275 P,0.BQX NOKOMIS, FL 34274 Visibly Better F r arfreoliforat CA•740 56" MAX. DAYLIGHT OPENING ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) A. NOTE: "X" PANEL MAY SWING IN E THER DIRECTION 63" MAX HEIGHT 1 I- 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY L- SEE MEETING RAIL DETAIL TYP. (4) "XX" & "XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT sar , Om NTS 3 11 Maio Ram 7045-8 l C PRODUCT REVISED as c"mplyingwd6 FIorI4i Bidding Caste Acccptnnce No 1 -0 lI. E on Due .. By i/ - 740/0 Lucas A Turner, P.E. PE 08201 Mechanical SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. n.w er• F.K Sit 7/03 'wow to, Dia F.K 3/25/03 t.e,w or Dm. F.K 7/10/03 Limn ar o.": F.K. 12/17/02 32" WAX. WIDTH 25" MAX. DAYLIGHT OPENING 4" MAX. } I I ( 141 /2" 4° MAX. MAX. O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY HINGE LOCATED APPROX. 13° FLUSH AGAINST JAM, MAX, TYPICAL HEAD & SILL O.C. HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY RN°Inn< A fb: H REVVEANCHORAGE 65" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) CHANGE SHEET NO. REFERENCES 72" MAX. HEIGHT A. C ADO HINGE DETAIL 8 HINGE LOCATION NOTES chap.. ere D.". F.K. ® DENOTES HNGE 37" MAX. WIDTH LOCATION AT HEAD & 30" MAX. SILL OF °X" PANELS, -- DAYLIGHT - TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAL SHT, 3 TYP. (2) f 13" MAX. O.C. 4" MAX. II 4" MAX L_ 30" MAX. 53" MAX. DAYLIGHT � DAYLIGHT OPENING OPENING 14 1/2" MAX. 0,C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 1070 TECHNOLOGY GROVE NOKOMS, FL 94279 P.D. ear 1522 NOKOMIS, FL 94274 Visibly Better 56" MAX. DAYLIGHT OPENING PNT 63" MAX. HEIGHT rra SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 4' MAX. 4" MAX. 56" MAX. DAYLIGHT OPENING L "X", '0', WO" & "OX "ELEVATIONS 60" MAX. WIDTH 53° MAX. DAYLIGHT OPENING 0 ELEVATION "E" -63" HIGH "O" (SEE SHEET 6 FOR PRESSURES) ® NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 4" MAX \ / 1 - 4- -13" MAX. O.C. 4" MAX. I 37" MAX. VE 60" MAX. FIXED ELEVAT ON "F" - 63" HIGH "XO' & "OX" UNEQUAL LITE (SEE SHEETS 7 -8 FOR PRESSURES) ALUMINUM CASEMENT WINDOW, IMPACT 11 . 1 13" MAX. O.C. a.ekewsu rkr.: tw.t oi..tv". av: CA-740 NTS 4 12 7045 -8 I C 56" MAX. DAYLIGHT OPENING •7 /ro /c 3 Lucas &Tumor, P.E. PE 058201 Mochani al 63" MAX. HEIGHT PRODUCT REVISED "s complying with Ibe nark* Raiding Code Acceptance I% scion pate • • 4 B Main a Podia. COMPARATIVE ANALYSIS TABLE 1. (BASED ON 1/4' TAPCONS OR #14 S "X" WINDOWS TEST F.EPORTS: FTL -3582 FTL -3587 FTL -3729 GLAZING OPTIONS: A 5/16' LAMI (118 "A,.090,1 /8 "HS) B. 5116" LAMI (1/8 "HS,.090,1/8 "HS) E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE,5/16" LAMI -W/ 1/8" I IS,.090,1 /8 "HS) HEIGHT 36.000 1 38.375 1 43.000 48.000 1 50.625 1 54.000 1 57.000 1 60.000 NEGIPOSINEG POSINEG POS NEG POSINEG POSINEG POSINEG POSINEG FOS "X" WIDTH 19.125 A 24.000 26.500 30.000 32.000 34.000 36.000 B,E A B,E A B,E A B,E A B,E A B,E A B,E A BE 26.000 NEG POS -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 7C.0 7C.0 7C.0 7C.0 7C.0 70.0 70.0 70.0 31.000 NEG POS -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0_ _ -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.070.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 '-90.0 -90.0 -90.0 -90.0 -90.0 -86.3 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -87.4 -90.0 -81.0 -90.0 -75.0 -75.0 -70.4 -75.0 -67.9 -75.0 70.0 70.0 70.0 • 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 87.9 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -77.6 -90.0 -71.1 -90.0 -65.5 -75.0 -60.4 -75.0 -59.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 70.0 -90.0 70.0 70.0 -83.8 70.0 70.0 -90.0 70.0 70.0 70.0 70.0 70.0 655 70.0 60.4 70.0 59.0 70.0 -68.4 68.4 -61.8 61.8 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 -90.0 -63.9 -90.0 -58.9 -90.0 -57.5 57.5 -54.9 - 54.3 54.3 -51.1 -75.0 70.0 -75.0 -75.0 70.0, -75.0 -52.8 52.8 -49.9 -75.0 70.0 -75.0 70.0 70.0 63.9 70.0 58.9 70.0 54.9 70.0 51.1 70.0 49.9 70.0 -90.0 -90.0 -90.0 -75.4 -90.0 -60.0 -90.0 -56.1 -90.0 -51.8 -75.0 -47.9 -75.0 -46.4 -75.0 70.0 70.0 70.0 '70.0 70.0 60.0 70.0 56.1 70.0 51.8 70.0 47.9 70.0 46.4 70.0 •90.0 70.0 - 90.0 70.0 - 90.0 70.0 -90.0 70.0 -72.4 70.0 - 90.0 70.0 58.5 58.5 •53.8 53.8 -90.0 70.0 48.6 48.6 -75.0 70.0 - 44.8 44.8 -75.0 70.0 •43.5 43.5 -75.0 70.0 -90.0 -89.6 -90.0 -69.9 -90.0 -56.2 -90.0 -50.4 -90.0 -45.2 -75.0 -42.2 -75.0 -41.1 -75.0 70.0 70.0 70.0 69.9 70.0 56.2 70.0 50.4 70.0 45.2 70.0 42.2 70.0 41.1 70.0 63.000 66.000 1 69.000 72.000 NEGI POS NEG POS1 NEG POS NEG POS - 90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.3 -90.0 -67.8 -90.0 -63.4 -90.0 -47.7 -90.0 - 42.4 -75.0 -39.7 -75.0 -38.6 -75.0 70.0 -90.0 70.0 -84.2 70.0 -90.0 67.8 70.0 53.4 70.0 47.7 70.0 70.0 39.7 70.0 38.6 70.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 70.0 70.0 ,70.0 66.2 70.0 51.3 70.0 45.6 70.0 -90.0 -83.2 -90.0 -65.0 -90.0 -49.8 -90.0 -43.9 -87.8 70.0 70.0 70.0 65.0 70.0 49.8 70.0 43.9 70.0 -90.0 -81.7 -90.0 -63.7 -90.0 -48.3 -90.0 -42.2 -84.4 70.0 70.0 83.7 70.0 48.3 70.0 42.2 70.0 37.000 TABLE 2.(BASED ON 114" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL 3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH I - 90.0170.0 •�- I1 .e1 COMPARATIVE ANALYSIS TABLE 3.( 43.000 1 48.000 1 50 625 54.000 NEG POSINEGJPOSINEG POS NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 "XX" WIDTH 37.000 ' A 43.000 48.000 53.125 57.000 60.000 84.000 68.000 72.000 74.000 A A A A A A A A A 26,000 NEG POS -75.0 7C.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 7C.0 7C.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 NEG POS -75.0 70.0 36.000 1 38.375 NEG POS1 NEG POS -75.0 70.0 -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 ED ON 1/4° TAPCONS OR #14 SCREWS) GLAZING OPTION: A 5/16" LAMI (1/8 "A,.090,1 /8 "HS) HEIGHT 70.0 70.0 70.0 70.0 70.0 70.0 70.0 - 70.0 70.0_ -75.0 70.0 -75.0 '70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -67.9 67.9 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 -60.4 -59.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 60.4 59.0 -75.0 -75.0 -75.0 -74.4 -68.4 -61.8 -57.5 -54.3 -52.8 70.0 70.0 70.0 70.0 68.4 61.8 57.5 54.3 52.8 -69.6 69.6 -65.2 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -63.9 63.9 -60.0 -58.9 58.9 -56.1 -51.1 51.1 -47.9 70.0 70.0 70.0 65.2 60.0 51.8 47.9 46.4 57.000 NEG POS : 75.0 70.0 -75.0 -75.0 -72.1 -63.0 -58.5 -53.8 -48.8 TEST REPORTS: FTL-3582 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 43.5 60.0CA 63.000 NEG POS NEG POS -75.0 -75.0 -69.5 -60.8 -50.4 -45.2 -42.2 -41.1 70.0 69.5 66.2 50.4 42.2 41.1 -75.0 -75.0 -67.5 -58.0 -53.4 -47.7 -42.4 -39.7 -38.6 70.0 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38. TEST REPORTS: FTL-3582, FTL-3729 ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-75.0170.0 TABLE 5.(BASED ON 1/4" TAPCCNS OR #14 SCREWS) ICC WINDOWS TEST REPORT: FTL-3580 own age CFssclad Or REVISE TABLES 1 AND 3. GLA99 TYPE A NO CHANGE MOS SHEET 1070 7E1,9901.00Y DANE P.O. Box 1529 Viribly Better e NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR We WINDOVVS IS LIMITED TO 46.7 P.S.F ALUMINUM CASEMENT WINDOW, IMPACT Sionmitolsk Roe Ansafr F.K. PRODUCT REVISED as emptying tan the noel& ItnitIktg Cede Acceptance Pin PE 00201 Vachon kw "0" & "1/4 -1,7 -114 XOX" TEST REPOTS: FTL 3582 COMPARATIVE ANALYSIS TABLE 6. (BASED ON 1/4" TAPCONS OR #14 SCREWS) GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI 1 /8 "HS,.090,1 /6"HS) C. 7/16' LAMI (3/18 "A,.090,3 /16"HS) I FTL -3582 E. 13/16" LAMI (1/8 "HS.3/8" SPACE,5/16" LAMI -W/ 1/8"HS /8 "HS) FTL -3729 HEIG "0" "XOX" WIDTH WIDTH 38.000 37.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 60.000 72.000 74.000 79.000 84.000 90.000 98.000 101.000 106.375 108.000 111.000 114.000 117.0004 120.000 A B,E C A B,E C A B,E C A B,E A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A 13,E, C 26.000 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75,0 - -90.0 -75,0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -15.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -90.0 -72.9 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -74.2 70.0 70.0 70.0 70.0 70.0 31.000 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.3 -75.0 -90.0 -85.0 -75.0 -90.0 -60.8 -75.0 -90.0 -58.7 -75.0 -90.0 -58.2 -75.0 -90.0 -57.1 -75.0 -90.0 -58.2 -75.0 -90.0 -55.0 -75.0 -90.0 -53.4 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 60.8 70.0 ,70.0 58.7 70.0 70.0 58.2 70.0 70.0 57.1 70.0 70.0 58.2 70.0 70.0 55.0 70.0 70.0 53.4 70.0 70.0 36.000 NEG -75.0 -75.0, -90.0 -73.7 -75.0 -90.0 -67.8 -75.0 -90.0 -82.4 -75.0 -90.0 -58.0 -75.0 -90.0 -54.3 -75.0 -90.0 -51.3 -75.0 -90.0 -48.7 -75.0 -90.0 -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 -44.8 -75.0 -90.0 -43.4 -75.0 -90.0 -42.2 -75.0 ,-90.0 POS * 70.0 70.0 70.0 70.0 70.0 70.0 '67.8 70.0 70.0 82.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 ,70.0 47.9 70.0 70.0 46.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 42.2 70.0 70.0 _ 38.375 NEG -70.4 -75.0 -90.D -87.9 -75.0 -90.0 -62.1 -75.0 -90.0 -58.4 -75.0 -90.D -54.5 -75.3 -90.3 -51.1 -75.3 -90.0 -48.3 -75.3 -90.0 -45.4 -75.0 -90.0 -44.5 -75.0 -90.0 -43.3 -75.0 -90.0 -42.1 -75.0 -90.0 -40.9 -75.0 -90.0 -39.7 -75.0 POS 70.0 70.0 70.0 67.9 70.0 70.0 62:1 70.0 70.0 58.4 70.0 70.0 54.6 70.0 70.0 51.1 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 39.7 70.0 -90.0 70.0 43.000 NEG -80.4 -75.0 -90.0 -59.0 -75.0 -90.0 70.0 -55.7 -75.0 -90.0 -83.3 -75.0 -90.0 -59.3 -75.0 -90.0 -55.1 -75.0 -90.0 -52.7 -75.0 -90.0 -50.0 -75.0 -88.6 -49.1 -75.0 -86.9 -47.5 -75.0 -84.3 16,2 -75.0 -81.8 14.8 -75.0 -79.4 -43.5 -75.0 -77.1 POS 80.4 70.0 70.0 59.0 70.0 55.7 70.0 70.0 63.3 70.0 70.0 59.3 70.0 70.0 55.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 46.2 70.0 70.0 44.8 70.0 70.0 43.5 70.0 70.0_ 48.000 NEG -54.3 -75.0 -90.0 -62.8 -75.0 -90.0 -49.8 -75.0 -90.0 -58.4 -75.0 -90.0 -53.6 -75.0 -90.0 -51.4 -75.0 -88.0 -48.7 -75.0 -81.2 -46.1 -75.0 -76.4 -45.3 -75.0 -75.0 -43.9 -75.0 -72.5 -42.5 -75.0 -70.7 -41.3 -75.0 -69.0 POS 543 528 70.0 51.4 700 700 70.0 45.3 70.0 70,0 43.9 70.0 700 42 5 70 0 700 41 3 700 690 404 70 0 67 3 50.625 NEG -51.1 -75.0 -90.0 -49.9 -75.0 -90.0 -46.9 -75.0 -90.0 -53.4 -75.0 -90.0 -50.9 -75.0 -88.2 -48.6 -75.0 -80.9 -75.0 -75.7 -.44.2 -75.0 -71.1 -43.4 -75.0 -70.1 -42.2 -75.0 -68.4 -75.0 -40.2 -64.9 -39.2 -75.0 POS 51.1 70.0 49.9 ,70.0 46.9 70.0 70.0 70.0 70.0 50.9 70.0 70.0 70.0 70.0 70.0 44.2 70.0 70.0 70.0, 70.0 42.2 70.0 41.2 70.0 40.2 70.0 64.9 39.2 70.0 54.000 NEG -75.0 -75.0 -90.0 -75.0 -90.0 -50.0 -75.0 -90.0 -47.5 -75.0 -81.8 -45.3 -75.0 -75.0 -43.5 -75.0 -70.3 -42.2 -75.0 -41.9 -75.0 -85.4 -75.0 -63.6 -39.8 -75.0 -61.8 -38.7 -75.0 -60.4 -37.6 -75.0 -59.1 POS 47.9 70.0 70.0 46.4 70.0 70.0 70.0 70.0 50.0 70.0 70.0 47,5 70.0 70.0 70.0 70.0 70.0 70.0 42.2 70.0 68.5 41.9 70.0 40.8 39.8 70.0 61.8 38.7 70.0 60.4 37.6 70.0 57.000 NEG -75.0 -43.5 -75.0 -90.0 -41.1 -75.0 -90.0 -75.0 -84.5 -44.7 -75.0 -70.7 -41.3 -75.0 -40.1 -75.0 -63.0 -39.8 -75.0 -75.0 -38.5 -37.8 -75.0 -36.7 POS 44.8 70.0 43.5 70.0, 70.0 41.1 70.0 70.0 46.9 70.0 70.0 44.7 70.0 70.0 42.5 70.0 70.0 41.3 70.0 66.8 40.1 70.0 63.0 39.8 70.0 61.8 70.0 60.1 38.5 70.0 58.7 37.6 70.0 57.3 36.7 70.0 55.9 60.000 NEG -42.2 -75.0 -90.0 -41.1 -75.0 -90.0 -38.6 -75.0 -87.4 -44.3 -75.0 -79.7 -42.1 -75.0 -72.4 -40.4 -75.0 -67.3 -39.2 -75.0 -63.5 -38.0 -75.0 -60.0 -37.6 -75.0 -37.2 -74.3 -57.5 -38.7 -55.9 -38.1 -72.2 -54.5 -35.5 -53.0 POS 42.2 700 41.1 38.6 700 44.3 700 421 70.0 700 40.4 70.0 67.3 39.2 70.0 63.5 38.0 70,0 37.6 70 0 59 1 37 2 70 0 57 5 367 70 0 55 9 36 1 70 0 54 5 35.5 70.0 53.0 NEG -39.7 -75.0 -90.0 -38.6 -75.0 -90.0 -36.5 -41.9 -75.0 -75.6 -39.7 -75.0 -69.2 -38.4 -75.0 -36.2 -72,4 -71.8 -56.4 -35.4 -54.8 -34.8 -69.8 -53.2 -34.2 -51.6, -33.7 -50.0 POS 39.7 70.0 70.0 38.6 70.0 70.0 70.0 70.0 41.9 70.0 70.0 39.7 70.0 38.4 70.0 64.1 37.1 70.0 36.2 70.0 57.3 70.0 35.4 70.0 54.8 34.8 53.2 34.2 68.4 -40.4 -75.0 33.7 67.4 50.0 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) TEST REPORT: FTL-3580 ALL "0" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH 1-90.01 70.0 was RveAbat ReAtlow Claw Mocterl Sr: NO CHANGE THIS SHEET 1070 MT/. 1NOLOGY DRIVE WIWI.% FL UM NOKOMS, FL 34274 Visibly Better r_ TAY ALUMNIUM CASEMENT WINDOW, IMPACT nns 7045-8 dawn IT 1 4 1 2 4 0 NOTE IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO DESIGN PRESSURE FOR "X0X• WINDOWS IS LIMITED TO 41,3 P.S.F. PRODUCT REVISED as complying with Ike Plailia Drafty; Cork PE SW201 COMPARATIVE ANALYSIS TABLE 8. (BASED ON 1/4" TAPCONS OR *14 SCREWS "X0" OR "OX" & "1/3- 1/3 -1 /3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. /16 " LAMI (i /8"A,.090,1/8 "HS) "XO" WIDTH "XOX" WIDTH (1 EIGHT 28.000 31.000 36,300 38.375 43.000 48.000 50.625 54.000 57.000 80.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -750 70.0 - -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -750 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 89.5 -67.5 67.5 58.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -750 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -87.7 87.7 -64.9 64.9 -62.7 627 -60.4 60.4 60.000 90.000 A -75.0 70.0 -75.0, 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 83.9 -60.3 80.0 - 58.5 58.5 - 58.2 56.2 -53.4 53.4 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -81.8 61.8 -58.9 58.9 -58.1 58.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 .66.4 68.4 -582 58.2 -55.8 55.8 -52,3 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 81.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 428 -40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 80.4 60.4 -54.3 5.L.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 422 -39.7 39.7 74.000 111.000 A _ -75.0 70.0 -75.0 70.0 -73.7 70.0 -87.9 87.9 59.0 59.0 -52.8 52.8 -49.9 49.9 _ - 46.4 46.4 -43.5 43.5 -41.1 41.1 _ -38.6 38.6 TABLE 9. (BASED ON 114" TAPCONS OR #114 SCREWS) "XO" or "OX" & "113 -141/3 XOX" WINDOWS REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (118"HS,.090,1 /8 "-IS) E. 13/18" LAMI (1/8 "HS,3+8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "H8) ALL "XO' OR "OX" SIZES UP TO 74.000° WIDE x 63.000" HIGH AND ALL "113 -1/3 -113 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -75.01 70.0 TABLE 10. (BASED ON 114" TAPCONS OR *14 SCREWS) "XO" or "OX" & "1/3 -14113 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/1E" LAMI (3/16 "A,.090,3 /16 1HS) ALL "X0' OR "OX" SIZES UP TO 74.000" WIDE x 83.000" HIGH AND ALL "1/3- 113 -113 XOX" SIZES UP TO 111.000" WIDE x 83 000" HIGH 1 -90.01 70.0 NOTE: IF USING 3/16` TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. Read By F.K. per F.K Rend e, • F.K. n.r. 3/17/03 a.r 32503 War 7/10/03 Orem fir F.K. 12/17102 C eckadq REUSE TABLE d GLASS TYPEA ADO GLASS TYPE E TO TABLE 9 NO CHANGE 77415 SHEET Doke 1070 T F HNOLOGY ORNE N01a31118, FL 34275 PD. BQX 1529 NOK7A118, FL 34274 0..: PRESSURES- XO, OX, & 1/3-1/3-1/3 XOX WINDOWS ra. ALUMINUM CASEMENT WINDOW, IMPACT Frovattgar CA-740 NTS 7 a. 12 I 7045-8 C 1 3 X 1 3 0 1 3 X X 0 O X PRODUCT REVISED as complying with the F7et44e Uuid3aF Cafe Acceptance no E ,. . 1toa D21 `7 /10 /0 3 lutes A. Thme,, P.E. PE 458201 Mechanical COMPARATIVE ANALYSIS TABLE 11. (BASED ON 1/4" TAPCONS OR 414 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,f/8 "HS) B. 5/16" LAMI (178 "HS,.09(1,1 /8"HS) C. 7/16' LAMI (3/16 "A,.090,3 /16 "HS) I FTL -3582 E. 13/16" LAMI (1/8 "HS,3 /8" SPACE 5/16" LAMI -W/ 1/8 "HS,.090 /8 "HS) FTL -3729 FE 43.000 NEG POS -74.1 70.0 "XOX" VENT FIXED WIDTH WIDTH WIDTH A 69.264 19.125 31.014 86.919 95.973 108.649 115.892 122.000 123.135 126.000 130.000 130.378 134.000 24.000 26.500 30.000 32.000 33.687 34.000 34.791 35.896 36.000 37.000 38.919 42.973 48.649 51.892 54.827 55.135 58.418 58.209 58.378 60.000 B,E C A B,E C A B,E C A B,E C A B,E C A B,E A B,E C A B,E C A B,E C A B,E C A B,E C 26.000 NEG POS -75.0 70.0 50.625 NEG POS X0.6 60.6 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -76.0 -75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 -90,0 -72.9 75.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 NEG POS -75.0, 70.0 -76.0 -90.0 -69.1 -75.0 -90.0 -60.5 -75.0 -90.0 -53.5 -75.0 -90.0 -49.9 -75.0 -90.0 -47.3 -75.0 -90.0 ' -48.8 -75.0 -90.0 -45.5 -75.0 -90.0 -43.8 -75.0 -90.0 -43.5 -75.0 -90.0 -42.2 -75.0 -90.0 70.0 70.0 59.1 70.0 70.0 60.5 70.0 70.0 53.5 70.0 70.0 49.9 T0.0 70.0 47.3 70.0 70.0 46.8 70.0 70.0 45.5 70.0 70.0 43.6 70.0 7 0.0 43.5 70.0 70.0 42.2 70.0 70.0 38.375 NEG POS -75.0 70.0 -75.0 -90.0 -63.4 -75.0 -90.0 -57.2 -75.0 -90.0 -50.4 -75.0 -90.0 -46.8 -75.0 -90.0 -44.0 -75.0 -90.0 -43.6 -75.0 -90.0 -42.6 -75.0 -90.0 -41.2 -75.0 -90.0 -41.0 -75.0 -90.0 -39.7 -75.0 -90.0 70.0 70.0 63.4 70.0 70.0 57.2 70.0 70.0 50.4 70.0 70.0 46.8 70.0 70.0 44.0 70.0 70.0 43.6 70.0 70.0 42.6 70.0 70.0 41.2 70.0 70.0 41.0 70.0 70.0 39.7 70.0 70.0 -75.0 -90.0 -56.5 -75.0 -90.0 -62.1 -75.0 -90.0 -54.5 -75.0 -90.0 -51.3 -75.0 -90.0 -4E.4 -75.0 -65.8 -47.9 -75.0 -65.0 -46.7' -75.0 -62.8 -45.1 -75.0 -79.9 -45.0 -75.0 -79.6 -43.5 -75.0 -77.1 70.0 70.0 56.5 70.0 70.0 62.1 70.0 70.0 54.5 70.0 70.0 51.3 70.0 70.0 48.4 70.0 70.0 47.9 70.0 70.0 46.7 70.0 70,0 45.1 70.0 70.0 45.0 • 70.0 70.0 43.5 70.0 70.0 48.000 NEG _POS - 64.9 64.9 -75.0 -90.0 -50.4 -75.0 -90.0 -55.2 -75.0 -90.0 -50.7 -75.0 -84.7 -47.4 -75.0 -78.6 -44.7 -75.0 -74.0 -44.3 -75.0 -73.1 -43.1 : 75.0 -71.3 -41.5 -75.0 -69.3 -41.4 -75.0 -69.1 -40.4 -75,0 -67.3 70.0 70.0 50.4 70.0 , 70.0 55.2 70.0 70.0 50.7 70.0 70.0 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41.5 70.0 69.3 41.4 7a0 69.1 40.4 70.0 67.3 -75.0 -90.0 -47.5 -75.0 -90.0 -52.6 -75.0 -90.0 -48.2 -75.0 -79.5 -45.5 -75.0 -73.2 -42.8 -75.0 -69.4 -42.4 -75.0 -68.8 -41.6 -75.0 -67.3 -40.4 -75.0 -65.3 -40.3 -75.0 -65.1 -39.2 -75.0 -63.3 70.0 70.0 47.5 70.0 - 70.0 - 52.6 70.0 70.0 48.2 70.0 70.0 45.5 70.0 70.0 42.8 70.0 69.4 42.4 70.0 68.8 : 41.6 70.0 67.3 40.4 70.0 65.3 40.3 70.0 65.1 39.2 70.0 63.3 54.000 NEG POS -58.1 58.1 -750 -90 0 '-441 -75 0 -90 0 -491 -750 -870 -44.9 -75.0 -73.6 -42.7 -75.0 -68.3 -41.4 -75.0 -64.7 -41.1 -75.0 -64,1 -40,2 -75.0 -62,5 -38.9 -75.0 -60.6 -38.8 -75.0 -60.5 -37.7 -75.0 -59.1 70.0 70.0 44.1 70.0 70.0 49.1 70.0 70.0 44.9 70.0 70.0 42.7 70.0 68.3 41.4 70.0 64.7 70.0 64.1 40.2 70.0 62.5 38.9 70.0 60.6 38.8 70.0 60.5 37.7 70.0 59.1 57.000 -56.1 56.1 -75.0 -90.0 -41.6 -75.0 -90.0 -46.2 -75.0 -81.9 -42.0 -75.0 -69.7 -40.7 -75.0 -64.8 -39.5 -75.0 -61.0 -39.3 -75.0 -38.7 -75.0 -59.2 -37.7 -75.0 -57.6 -37.6 -75.0 -57.4 -36.7 -73.3 -55.9 70.0 70.0 41.6 70.0 70.0 42,C 70.0 69.7 70.0 70.0 38.7 70.0 59.2 37.7 70.0 57.6 37.6 57.4 36.7 55.9 NEG POS -53.3 53.3 -75.0 -90.0 -39.2 -75.0 -43.6 -75.0 -77.2 -40.1 -75.0 -66.3 -38.6 -75.0 -61.4 -37.5 -74.9 -58.4 -37.3 -74.6 -57.9 -73.7 -56.5 -72.4 -54.7 -36.1 -72.3 -54.6 -35.5 -71.0 -53.0 70.0 70.0 39.2 70.0 43.6 70.0 40.1 65.3 70.0 61.4 37.5 37.3 73.0 33.9 73.0 53.5 33.2 73.0 54.7 73.0 54.6 35.5 53.0 -50.5 50.5 -75.0 -90.0 -36.9 -73.8 -85.2 -41.1 -75.0 -73.1 -38.0 -75.0 -63.1 -36.8 -73.2 -58.8 -35.7 -71.4 -55.7 -35.5 -71.0 -35.0 -70.1 -53.8 -68.6 -51.9 -68.5 -51.7 -33.7 -67.4 -50.0 70.0 70.0 36.9 70.0 41.1 70.0 70.0 38.0 63.1 36.6 70.0 58.8 35.7 70.0, 35.5 70.0 55,2 35.0, 70.0 53.8 68.6 51.9 68.5 51.7 33.7 67.4 50.0 "Xo" & "Or WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or"OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL-3580 ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX ALL "XO" or"OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" . FIXED WIDTH AND 1 MAX. FIXED WIDTH NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "X0X" WINDOWS IS LIM TED TO 41.3 P.S.F. Pined Ow Rnad Fatal ey. Own ew F.K. Dow bow IOW Dow 12/17/02 A Chede By. REVISE TABLE 11, GLASS TYPES A 41 C ADD GLASS rwe E TO TABLE 11 NO 7.14ANGE THIS SHEET lbw 1079 TECHNOLOGY DRIVE NONOMAS, FL 34275 PO. Box i.v9 NON:Ma FL 34274 Visibly Better B ALUMINUM CASEMENT WINDOW, IMPACT Not lelot NTS 8 11 12 7045-8 UNEQUAL UTES UNEQUAL UTES UNEQUAL UTES PRODUCT REVISED ea complying with the Pkwitht Uttitthig Cone E Oration Date Ir.rirePli By Dh 740/0 3 Meniardsul MAX. HEIGHT (SEE SHTS. 3 & 4) F.l( 3/17/03 R•wde: o F.K. 32WD3 R6e dOr Wt. F.K. 7/10109 a+w ar 0a F.K. 12/17/02 VERTICAL SECTION OPERABLE UNIT Ib A RsMUoc 8 C cmot•d er NO CHO THIS SHEET A0013/14' LG. GLAZING BEAD !TEAM SHOW TOP HINGE MAX. VENT DAYLIGHT O OPENING L O (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT !070 TPJfNOLOG DRIVE NWG3W5, FL 34275 PO. BOX 1528 NOKJMI$. FL 34274 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 OGG Visibly Better MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) SECTIONS MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX L MAX. VENT DAYLIGHT OPENING Q (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X ALUMINUM CASEMENT WINDOW, IMPACT Saanft•.t car a _t •+w to CA -740 ram 9 d 12 I 7045-8 i87 REFERENCE "XO" &'XOX" FRAME ASSEMBLY DETAIL, SHEET 10 g7 v. /REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 PRODUCT REVISED as complying with the Flaeila Burling Code Acceptance Flo Batc / - ►. • By / //. :i — Mime Product room. 70 Lucas A Tumor, P.E. PE $0,58201 Methankel Mend Br. F.K. mums)... F.K As."d a• F.K Caws ay' F.K. FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X° FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL tLm: 3(17103 as: 3!25103 br"• 7/10/03 12% 17/32 °XX" FRAME ASSEMBLY DETAIL tip A An* am 9 Choatd tlr #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MD -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MD-SPAN "0" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL REVSED FRAME ASSY DETAIL SCREW SPACIKG NO CRINGE THIS SHEET NO CHANGE THIS SHEET - box SASH FRAME ASSEMBLY DETAIL 1070 1E.F NOLOGYDRIVE NO1 47S, FL 34279 P.7. SOX 1979 NCPCX4 X FL 34274 NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL SASH FRAME SIDE RAIL Visib& Better CA -740 NTS .44" 7 2.854" 062° NOM. 1.159' 2.139" (SASH FRAME HEAD, SILL, JAMB MATL: 6083-T6 DWG# 7003A 3.544" .062" NOM 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6083 -16 DWG# 7005A. EXTRUSIONS & ASSEMBLY DETAILS 'Er ALUMINUM CASEMENT WINDOW, IMPACT 10 w 12 I o.rn� 7045 -8 I C FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A .784" 2.919" PRODUCT REVISED ao eamp() lag xttb the Fierits Dula* Cats Acctptantt Nu iratloa Ost -2 /i0/u5 Ludes A. Tumor. P.E. PE 198201 Rxrwrtc,l PARTS LIST ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 7023 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53- 54 55 67 68 69 70 7L 72 DWG # 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7036 7042 1224 1634 7006 7040 1635 331 7011 7012 7019 7018 PGT. # 78IPQA 78I PQA 67017K 78X78PPSMS 7858ZA 710xI2FP 611 6163K 616351( 60976 78x12PSTW/B 7004A 67004 712XIPPT 711573 7FLDHD DESCRIPTION MAIN FRAME - HEAD, SI.L & JAMBS #8 X 1 QUAD PH SMS FRAME CORNER KEY 112 "X1/2 "X1/8" CLOSED -CELL FOAM TAPE SASH • TOP, BOTTOM &SIDE RAILS #8 X I QUAD PH SMS BULB WEATHERSTRIP .187X240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE #10-24 X .562 PH. PN. TYPE F MULTI -LACK KEEPER (LH. & L.H.) #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8-32 X .375 PH. PN. TYPE B STUD BRACKET (L.H. &R.H.) #8 X 5/8" FLT. PHI. SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY D1T1Y) #10 X .500 PH. PHL. 5/16" LAMINATED (l/8A & I/8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (I/8H5 & 1/8148 GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3/1614S GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3 /16ES & 31I6HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16 ") GLAZING BEAD (7/16 ") VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND SETTING BLACK SCREEN FRAME SCREEN CORNEA KEY SCREEN CLOTH SCREEN SPLINE • SERRATED CASEMENT SCREEN CUP #8 X .500 SQ. PN. TEK SMS `CASEMENT FRAME ASSY. TUBE #12 X 1" PH. PHIL TEN. LOCK SUPPORT PLATE LOCK SPACER ,SNAP-ON T- HANDLE KNOB FOLDING HANDLE F.K. 31P7/ , Rana by Dw: • F.K. 312503 Dow Da anal or F.K 7/10/03 Oiw" 9y: Dams: F.K. 12/17102 Reaectar A 8 NO CNG THIS SHEET ADO 13/18• LG. GLASS 8 GLAZING BEAD C NO CHANGE 11.113 SHEET fa cdae ay. Der 1010 TF,NNOLOGYDRIVE NO1OM18. FL 34279 PJ. BOX 1529 NOK7M1y, FL 34274 ITEM 73 74 75 80 81 82 83 85 86 DWG # 7025 7016 7005A 1155 7010 7007 7047 PGT. # 70834A 781 PQA 67407 13/16" DESCRIPTION MAXIM SINGLE LOCK SINGLE LOCK KEEPER #8 X .750 QUAD P11 SMS FIXED WINDOW FRAME - HEAD, SILL & JAMBS #8 X 1 QUAD PN S'KS FDC D FRAME CORNER KEY INSTALLATION HOLE COVER GLAZING BEAD (13/16" LG.) LG. GLASS (1/8 "11 "AIR SPACE,5 /16"LAMI) 5/16" LAML (2 L1TES OF 1/8"HS 3LASS WITH AN .090 INNER LAYER - SOLUTIA OR DUPONT PVB .706" .050" 40 5/16° GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" .350" --IF -4 .865" ®7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 0) CASEMENT SCREEN FRAME L MATL: 6063 -T6 DWG# 7006 Vfsibfy Berms .040" - .423" e rT 1 OwroSal, a°aa"dar .865" CA-740 risk T - 4-11 -•- .172" 870° J� .050° F-- .569" 0 13/ "6" GLAZING BEAD NAIL: 6063 -T6 DWG# 7C47 .125" --» .062" __1 1.124'r- .093" PARTS LIST & EXTRUSIONS CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A ALUMINUM CASEMENTWINDOW, IMPACT -t 11 a 12 7045 -8 1_1" 1 D--.28s. .040 INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 1 2.701" PRODUCT REVISED es u,mptyisp with the Florida Balding Cade Atc4/ tuna No Iratloo Date Lucas A. Turner. P.E. PE 668201 Metho"kal APPROVED WOOD BUCK 1 1 !2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM r _ #12 OR #14 SCREWS 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: Reade; F. K, 3/17/03 rinad9y- 0.w • F.IC 32583 ti.edily: Dr.W F.K 7/10173 Am. Br: F.K x2/17/02 OWNIPWIC A AOOED au SCREW OPTION *rot= 8 C Cned.d er NO CHANGE THIS SHEET NO CHANGE THIS SHEET a. APPROVED WOOD BUCK LESS THAN 1 1!2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 14" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) _]11/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK APPROVED WOOD BUCK 11/2 "OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM —1 r _ #12 OR #14 SCREWS 1/4 "MAX. SHIM —1 3116" OR 1,4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2._INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BJILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2' THICK TO BE ENGINEERED BY OTHERS. 1070 TEMNOLOGYDRWE NOK7Mt& FL 34275 P.7 BOX 1519 NCVKOMd4, FL 34274 Visibly Better j 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE tagesabast CA-740 1 1/2" L_ MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK NTSI 2 a 12 APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1 /4 " MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. ANCHORAGE DETAILS rehr: ALUMINUM CASEMENT WINDOW, IMPACT • 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 7045 -8 PRODUCT REVISED as conptyieC with the fluid* Balding Cole Acceptance Pie Intim Date i , Ar ItSWAG e. 6 MY Product ` 3 Lucas A. Turner, P.E. PE Kern Mechanical Permit Type (circl State $ Value of Work For this Permit 0 0 (9 Type of Work: ❑Addiition ❑Alteration Describe Work: Radon $ Miami Shores Village Building Department • 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. iP6 4 � _1(/*‘" PERMIT APPLICATION Master Permit No. 13 ft) FBC 2001 Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name aCP t fi p;' al, fictl% i ij :./ Phone # 7s ci (2 )7 �C Contractor's Address �•c _ ;/ i L � • - r - City /': 2 ,-;/, pi /. i, State ', (1- Zip ?� :3 (,2 6, • Qualifier / . ! i 1 , , i i /� C ' �, '/! ` Architect/Engineer's Name (if applicable) Phone # Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titlehol ' er) Phone # Owner's Address City Tenant/Lessee Name Phone # Zip ❑New Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ❑ Repair/Replace ❑ Demolition Submittal Fee $ Permit Fee $ /6(a CCF $ ! a 0 CO /CC Notary $ - 0 0 Training/Education Fee $ pt 4K, Technology Fee $ Scanning $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 1 / o ) D (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur Signatur Owner or Agent Contractor The foregoing instrument was acknowledged before me this The f• ; oing instrument was acknowledged befor:m day of , 20 _ , by , d who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: NOTARY Sign: Si Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Chc 12/15/03 ,2 APR -92004 is pe rsonally known Vie or who has produced t' L.S L o did take an oath. (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ********************************* ****** *** ****** **** **** ***** _ , ** ****** ******** * *** ** **** * * * * *** ** * *** Plans Examiner Engineer Zoning M 1 A M IDADE t PRODUCT CONTROL NOTICE OF ACCEPTANCE Storm Tech Manufacturing 3593 Palmetto Avenue Fort Myers ,FL 33916 Your application for Notice of Acceptance (NOA) of: 0.050" Aluminum Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0822.01 EXPIRES: 12/27/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 12/27/2001 \ 1 01 ' °/ '0 11s04500011pc20001\templates \notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSINC SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com t Storm Tech Manufacturing ACCEPTANCE No.: 01- 0822.01 APPROVED EXPIRES • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 12/27/2001 12/27/2006 1. SCOPE This approves a 0.050" aluminum storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 0.050" aluminum storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 01 -012, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 8 of 8, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E., dated February 22, 2001, last revision # 1 dated November 14, 2001, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 0.050" aluminum storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A. akar, P.E.- Product Control Examiner Product Control Division -2- Storm Tech Manufacturing ACCEPTANCE No.: 01- 0822.01 APPROVED 12/27/2001 EXPIRES 12/27/2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 11 11 /1/(de.-- Helmy A. Irlakar, P.E.- Product Control Examiner Product Control Division -3- ® h' HEADER CONOLLTE 170775 fSRE SCHEDULE) • • COMC 7E MOANS (SOT SCHEDULE) I -2.477I WELL IIOOQ STORM PANEL TYPICAL ELEVATION r I /4' Max. OAP O PAM 70/IS : yl I' I /4 Ma CAP 7k r SECTION A A M 2D,. ® 'U' HEADER TOYS: L►• - ,• 87170 FMIQI ¶ v. s-27 • 6q M 71 V 7,71• • 66 maws I u tap.M (MI SDOYAE 07 am • 7/ I N AOLWO TO F L ® STUDDED ANGIE 474.1-6 As ALLOT .LYE: LA'- I .125' 2030' 1000• 2' x 1' (MaxJ x sour, yT • r• SY• :T 3 /8' F' TRACK 0A. 1.000' AI J' .125' ANGLE .7aT J �'— 1701' ( AME M000 1770 (70TA 7170710 270 ALF PANEL MAIL: AM 1• © 3' BUILD OUT TRACK BRACKET SOLE :44.7 ARAM/[ LEO 27007071 / i en' .Tae• , Q - TRACK ANGLE WAIN: AA'- 1• • tS DETAIL I: snq W/ ELF CAST ZINC MOM RATED wile NUT /�/ 74 1 000• GEM/ t. S700I Ma /BLS BEEN LWOW N ACCORDANCE WO M Olr COl70Z 7707 QCM CIO( Sam6 ILOOI 6610. OWL OMR W0 LOW 97111 r 017171010) AS POI =DV a r MCC 7-48. IOM I r0 .A 0140 d0 SPEED WRY PAW'S WOW 777 WALT Alp IRO( 6561TAr0E NU AM WALD r A0O0011Q 71107 201701171 221S 1351. RESPLIMLT r 77( NW 170ur5m Ootr Al PER IrAQ/MiYV IG7 tb REPORT I JO= 2. ALL ALUO857 907 AWL M/0LS 9W1 r 560-0 7 ALLOT 2 ALL 070 57 OOltmOC 94111 r 5OL1 -n ALLOT W= LOWED WED. 4. ALL SOW, TO r SEW= 276 107 ar 278 9161 1 ROLE IO r 2777 - ALLWAAL ALLOY, OILIWE 00 WWII SW. QOM L Y/ WWII 100 560 t AVOCIQ ID ML 9761 r AS FELLOW oust 0778956 WW2 0 KEY HOLE AT PANEL IL ECO INC. (A) /D COMM MIMEO mane - I/1• • rooms d 7167 7IUED or 77.Iq/R656 - . 7/0' 011./(-1I AKIOIS AS W IRACOOD OT POMRS 7AT1D(0• 71006` A I) WWI EINCLO 7 r M70 POURED =OWE Of DPW ANCHOR 1 A/.: .0) 7/0' OWM141 WORM OWL r 008017 (OW= 0710 INF MIND 67560 M 212WW7 0770 511410 SMALL r WSW= I /4' 8-71 507700 (56 9WL Of 1 I/3' LOO WSW 9060 S71= ELSE. AAD t• wawa sat OILS MM 10 5772101 A.7) 07 EASE 1770 H6CATE STOW H60737 @01570 AWLS 70 PAO r IOW O7 RL WING Mil OR FLOOE N006 OPAL r LCW 001.01 TO W 07 7( 1807 ST0LcTlA6 DOW 901 AWL( moonier SWA rd IO UW d 70101 AI) & A.2) AWE (0) O 077170 7177761E 9007 57W - I /7' • LMCOR Al WM /.007716D 0'T LEIVISAREC2 WI • 7/70 L•AR -N /75106 d 70610CT100D ar POMMY 7114106= AC. WED 67) 70707107 01®.610T r PION AWN= NM TI( LL0a7 70 L7a LM'I 9WL r 11/... 0.2) 7/0' 07fRy/ WW2" OWL Of W7101? 0 7710 74( COMMIT MAX WE 10 889T MO STUCCO VW r 56177ED 1 /I• I -20 SCREW' USED 9WL r rir LOW 180001 9510 9701LLO 567 AID 7 • WAWA FOR OILS WV NO 51,Cm 0.2I 07 716E DW PREC107 SAME 00 66674E LriRRTE AWLS r MONO CM (r 21WINO OW. MOORS MALL 70 LOO MOW ID /GOB D( 7070 576677 0 WOO 9.01 PAWS. ANOOR77 9WL r AS MI/CAI 0 707 1077 N at) * t2) AIRS WORD OWL r 5672(440 FOLOIMO ALL r IDS A(O010ETO71 6 A10 9671/106 r ,1( /10001 706.611656 7. NWF13 WT ALSO 6 "WALED 1/0/ 7560141747067770774 021 INDALL 117/ RIMS WORN 06 =106 I 766 7 MOW 2 • S r I) [WEPT OW 7166 .3 .0 • SNAIL Nal 70 166 a R 977(7 r TIt PASPC mm r O( 6781130 70 I170Ir 7711 SMA0Q4 Cr O( 17111.IWIS6 MERE WE 6 TO r ATIA007 TO 07917E PROW AM20WLE 7716 PAIL 9W1 Oar at AMOCO ID GONCREM 6007 O7 ■000 1752( OLOWCI a WITTER WAWAC7IKRS IAtri DOLL r RAC AT 707751 OF SAO/ ASC. 1A001 SMALL RG0 AS 7014709 STOMP RCP WMRACIUMD IOW Ifl071 7730407 LL68 076077 756707 7056 ...omen 7=17 7E17010 f G7OM0MMO COMItun• OW MM EMI N., Ma 714 MOM qm4 a LAM Mame . Lo0M1 -719 . pouat - run 0.- 0P00710 7 0610 Lk.. / N /07 0.050" ALUMINUM STORM PANEL APPROVED AS COMPLYING 'WHINE SOON FLORIDA BUILDING000E DATE e? PRODUCT CONfROL MOON BUILDING CODE CCOPUANCE OFFICE ACCEPTANCE NON e STORM TECH MANUFACTURING Mal MAIMS A71L MR In= FL Milo AM Mt I • 7 } 0 30 { r I - MR A4410 -040E COUNTY AS SNOW SCALE 2/22/177 44,E 01 -012 IMAM, No POURED COIICREM OR CONCRETE ILL BLOCK IIMUL REQUIRED SECTION 0 ANCHOR SECTION 1 SECTION O STUD iffliz :ENTAIL OF SECTION • 571.01•10 ALSO FOR WI MOUNTING FISGULATION - 20 70N 1 (rap) rz 7 //s' 1-20 • X 4' BOLUS 0 0•110 MIT n 11/14' a C Cant WALL MOUNTING INSTALLATION a DIRECT MOUNTING & WALL MOUNTING INSTALLATION SECTION SONE :.T/1 • SIDE WAG' BOLTS ARE !/,�71BOC HEAD WHINE STEW •V AS PER 1477ES A2 f ea (S7/EFT 1) CONCRETE ANCHORS ..\ \ (SEE SCHEDULE:1 \ PO4gD \ REM= 1 d • \ POURED r /s' 0-10 • 1 CONCRETE / BOLTS w /7/b'• OR macaw Bt W / .1/32 r I MIN^ a • R MO= SEE SCHEDULE FOR NOR SE7MR17P ro� BUILD OUT INSTALLATION SECTION 3 scat: - 1 - E a - mar swam Win i SCHEDULE a 8) MOTE MR COMRIKIIION OF SFf110NS • 8W A7.00R/CP7UNC ifouraw SECTIONS CAN BE COMBINED IN ANT WAY m SUIT ANr IAOTAUAY ION. / / /6-20/ cow. t/I• 0-20 • I S 1 M80& mi.5 w/ NUT * 019100 0 /1' C rip MUTED REGARED BLOM MU. \ \ \ \ \ \ \ \\ ANCHORS (SIX SOIM4111) COICRETE IL ECO INC. NWT 7W000 0 01011CCRI I COM0NT i M Ms M. MGM LA M M FL L I N � � powm- sa . w.. H aNn -Tau EB- 01720711 WMLIER A k P. E 1 J: ROTA. LCI 44I07 I FUV 41. SENRIIRN ro� SEE SCHEDULE I/4. -20 . 5/4 • BOLUS w/ 7/D • MIr It 2" WNC • / /// / / /f e d 8011 ED COACAETE CR m+CXE4E OLOCX 111114 RITAHRED / r SURT)IAQ j BUILD OUT INSTALLATION SECTION 4 5r.-E 0.050' ALUMINUM STORM PANEL •STORM TECH UANUFACTURING SHAT 81UMD0 818 FORT SI WC 01 aarl our Ova 1.1 fl 1//4' FIO • 1'1 S 14041E WET w/ NU/ a WASHER • 11' a c Can 1/4' 1-10 S S MACHINE T w/ NUT • WISHER 0 12' a c. EY PRODUCT OO Ep. DIVISION BUILDING CODE CO YPUAI E OFFICE ACCEPTANCE NO 1IC — • I /A' •10 • .1/4' / I Two FAR • 70 1/r:• a C MIA.UI —BIDE COUNTY AS 90114 SCAU' 2/72/DI 0.418 01 -012 PAWN: N. SHEET 1 OF 8 (SET SO/IDIAL) P01RED CONCRETE u " 1 SEE SL]iEOLR FOR Min. SEPARATION POURED J W CONCRETE CONCE7r NLarAr 1(/LL RECLINED CONCRETE ANCHORS (SEE SCHEDULE) ALIERMIE LEO LOCATION 0.500' 70 Q7STING GLASS I /4' 1-10 • 1' SOLIS 5 7/8' .1/12- 0 II 9/10' a 0 Min. Coat 1/4' .-20 , r' S S H40MIE T w/ M? • wagon 4 o ir'a0 Cont. BUILD OUT INSTALLATION - SECTION I hen.— CRnr. 1/4' ►-10 . I' S S WOfVE 1 w/ NUT a ML4 5R O I/ a 0 E a r / EDG E DISTANCE SHEET 5 & 8 Or 8) POURED CONUfE7E 1 SEE IEDULE FOR SD R8t SEPARATION TO COSMIC CLASS Cant NOIE FOP COMBMHIION OP SECTIONS WALE/FLOOR/OVLING MOLWIDIG SECTIONS CAN EtE COMBNED IN ANY WAY ro SUIT ANY 1YSTALLAOON. DCSQDIA4 II I'_ r \ \ \k POURED CONCEIE F I *1' REWARD, CONCRETE /J1 � I I arr SONWSE) J � a — E A CEILING & FLOOR MOUNTING INSTALLATION - SECTION ///.52 Q/ J 9 / 0175 N w�/ 7/8 •. • /J • D/fC' a C • IL ECOINC.\ nun' TIMMS & MaNIXIIINV 0011MNY uY •w a\. tS 1 ., mall0 12fume ED-00 ° 1 l ~ f LL LO !1II L& 8 •4767 • I cavaxEir AN°»BE A �•�- LA POURED CONCAVE I I MILL . DC lW \\\\ \ 4i I! I r ALIDINRT LEG LORri ant 14'0 -20/ y • 15 5/ 7/8 J/J� 05 a • rr Vie a c SEE SCHEDULE FOR ki SEPARATION 10 £ 7571AG MASS E a ' /J7/ //// /////////4 POURED CONCRETE 1 1 1+ 1'► REWIRED CONCRETE wRDUE) E A CEILING & FLOOR MOUNTING INSTALLATION - SECTION 7 14 11 R 1' rs W/ 0010 NUT II 9/10' a a APPROVED AS COMPLYING WITH TIE SOUTH FLORIDA 000E Z Z •- .11.IJ!!ST/ .. etm.O91O COOS COIIPUANCE OERCE ACCEPTANCE NO. O I — 015 2 : 14 ) I 0.050' ALUMINUM STORM PANEL STORM TECH MANUFACTURING D,1 n5L2170 Alc n]R• NOM n. 2.01• • • i i MM -040E COUNTY At 9u1N scar Z/22/171 a1E 01 -012 Od1MP N. .oaa 104.1 MS AS I m. '- ZEIT J Of 0 DESIGN MAXIIIIN PRESSURE RAMC W (P•.1.) Max A41Q,LE7/C0/ L (SEE SCC72L6) 2I/ SEPARATION TO CLASS APPLlC4BLE TO =DONS / & ANA' CgBN4l N O7 DEM REINFORCEIENT +55.4 -85.0 8' -6' J J /8' 1 111RU 7 UNBOLTED 460.0, -75.0 7' -2' 2 5/8' T THRU 7 UNBOLTED 440.0. - 40.0 TO' - 0' 2 5/8' 1 MM/ 7 VOL /17J AT 4413LEIVCI14 AT OIERUPS CASE A (Plan) SCALE T /4' - 7' POURED CONCRETE OR CONCRETE BLOCK ILAIL REOUNCO .1500' llh1. 2400' CONCRE7E AML7P3RS • 12' a 2' 2' .053' TO 2' r 5' ..055' Cart Mon. ANC LE 0R .080' 3109 -N154 SNIT YLTAL Num. 8E147 PLATE ALTERNATE LEO LOCATION CASE C (Plan) SCALE: 1/4' - 1' END CLOSURES DETAILS 4/ 4 ' 4 BD t 4' 5 5 Lr N /.YX/M CASE B (Plan) SCALE 7 /4' - 7' 1' • 3' ar .093' 3100 14-14 OR 0065 -18 ALLOT CanL Num ANGLE MYTH ANCHORS • 42' 5 C 4'A 4' • .073' 3102 -H74 OR e083-78 ALLOY Cant Alum. ANGLE 9 I /4' GP CASE D Zan,) SCALE 1/4' _ I' MAXIMUM DESIGN PRESSURE RATING IV" (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH 1" SCHEDULE POURED CONCRETE OR CONCRETE Et= WILL REDUT ED • BOLTED Y/ 1/4'1-20 • 3/4' S S AL S • WICK? AT OVERLAP 1 UCLENCTH OF PANEL IL ECO INC. TY.AJT 71 f oL••17e5 COMPANY !af 4. MA MOM 1710•ZI4wA314f Mows , mi.o1 -14o . 71* (9413ar-10411 !&0000719 P. 11 L . / A. 0.050' ALUMINUM STORM PANEL STORM TECH MANUFACTURING SW ACM= AL[ Miff anus 71m14 APFROVED A3CONPLWIOW!HTHB BOOTH .,, OOOE • • PRODUCT DIVISION BUILDING COD! COI/PUMICE OFFICE ACCEPTANCE HO t O Z2'O 1 MMMI -0140E COUNTY AS WI1N SCALE 2/!401 0471* 01 -012 ABET 4 ar 8 . CONN IAN 91r10rAWilO "Oa ON4a-11/10- REDUCED Si4CWC OBTAA® USING FACTOR SHALL _ 149 MOM IaOL MOON A1•m1100 10 N O21 F • .11T MIYYOI 7011. 04•0 44■1 7 347 1•1010 04.411 400100 10 MOWN 10 Mf•• 0 100•02 ID 1400 a' 009 0 100110? 0 07101111L 1' IVA • 2 IVA 1 (T7) 11/A 11• 1r s lr Ir I (30M° 10.r 12' N/A N/A 11 1 /l3 11 */f4• 2 ow) IVA 11 2/11' 12' 1• 12 Ir 2 (1110I74I) 14•5• Ir Ir N/A ir 11/0 J n7) 1//A Ir 12' r 1r ,r J 01777041 109' 11514 -07.5 12• Sr 1r 73' • (04) )10-3• TO 1' -I' Ir 12 5' If' Ir 4 (8777070 130 1r 1r WA 12• ILIA 5 (04) N/A Ir 72• 53 Ir 7J' • 3 (BOOM) r 12 12 1(/A tr 44/• 1 00 N/A ir 1I • IVA I I.3 1(/A I 87077 N/A 1r sr I(/A 1 13' I(/A 7 OOP/21077 W) 11/A AWAY Mara MOON Jnor 1121 44 -J All - REDUCED Si4CWC OBTAA® USING FACTOR SHALL 1410 Ym MOO 1901121011 ARAM/ 10 FACTOR NMI LAO • 4 400100 0021~1 000 2 • AN ~NMI 410044000 WAIN 7. A7) 1 1/2' 10 0002 0 100110? 0 07101111L 0 9010? Or 0010 ft" 11/A 11• N/A I (I7) 12' 10.r 12' Ir 1 (907740) N/A IVA 11 2/11' 11 1/10 2 (r7) 12' 14•5• Ir 12 2 (15778710 1r 1//A Ir 11/A a 004) 42' 109' tr 12 2 (1077010) '1534 - 01.5 Ir r Ir i' • (/O') s1' -0• i0 r -0• I2 130 1r Ir • (077010 12 N/A Ir N/A 5 079 12• r 12 13 5 (30174I) 1r N/A ir WA 0(I7) it N/A 1r N/A 4 007707) 12' 11/A Ir N/A 7 (mP 0n r) -- MOURN ANCHOR P. CS ARE VAUD FOR 3 7/2 EDGE DISTANCE FORE a LESS TH4N 3 I/7: REDUCE ANCHOR SPACVIC BY ARA.IPLYING SPACIAL SHOWN ON SCI54.9E BY THE FOLLOMINO FACTORS. 15 1/ MR THIS OPERATION 10 BE POSSIBLE REDUCED Si4CWC OBTAA® USING FACTOR SHALL NOT BE LESS /HW NYMA 4 SPACING INDICATED FOR 4404 ANCHOR TYPE AT ANCIIORS L£CONa ACRML E O FACTOR TAPLION CALK -IN J .68 .75 1 1/2' .73 .30 2 .30 - ANCHORS T TYPE MIN. MAC SPACNO TAPCOV 30' 044.5 -IN 2.3' NINNY 0001 LON .044 -al.5 mama moan rmi•• IN c a - A NT - 1410 ]um 1 o 4490 04•1012 0 MOWN tr Ir I(/A l2' 12' 72' 1r fr Ir 12 12' 17• it 1040 N/A tr N/A rY NA1 1r I Y IY N/A 12 N/A N/A I(/5 a4•A-•r 10 0210 010 lr Ir If 9/1r Ir rr 12' fa. Ir Ir I Y it 12• I2 A 1001117 rY 17 4/u re /4/A Ir 42• /2' l2• 11/5 N/A IVA =MO F • N 01(0 44 IMO 1 07) r (7077444) 2(17) 2 (077010) J 0013 3 (=TOW 4 (T04) • (9777010) 5004) 5 (9774.) 0 001) 0 (D01 04 ) 7 (77/80717710 49- Bon wow 1 . 44) 5-0' ass M.ZD[DM D. 7CN PRESSURR RATIA/G 10 W (n.s 1) AND •1! ,/7 44 ..47 11 . 1 Ni(.i 'I'. MLL '1r+:/v1 I • i] 11ti2 . . Y 1/ 4.1 0 4 "iii; hit /i E. 0. - EDGE DISTANCE • SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLAROIIS INTO MOOD FR4A4E BWLL4GS IL ECO INC. 714► =MO & OIOINCE111100 LCN/NM1 60 mm J,L t II) 0401 0 )119( 0r I I-07N. A. t -I4 1&0000710 49 44.101 f(10170I L Miff 1 Nrl e 7 Olt MD ANCHORS 17GFNn 0.050' ALUMINUM STORM PANEL STORM TECH MANUFACTURING .n J PILITM0 A1£ FO •7 9104 44 5•44 1/4•0 • APPROVEDASCOUPLYING■Vnille EOM 1 t COOS .�I IT . • i PRODUCT OL DIVISION BUROINO CODE COMPLIANCE OFFICE ACCEPTANCE WOO I. a U14W -LURE COUNTY AS 9109(4 55.411 }/7401 um 01 -012 PEE 5 OF 8 ill 11100. MOON ANON /47 L 4 - a 1/r - I/2; REDUCE ANCHOR SPACIAL BY MULTWLONG IIISM' & Ms MAIM MOON So7oM M40NL a [wave (Os 1100 (,.0 M ma w= D0NA1 MIN too. N' (•J ID 71701117 M= 0109-- N 10/4771 N moth N omen ANN 10 A= N NUN= It 407 65" WA //A' r WA ,,.r N/A 7 (TOP) IY 72' rt' 10..5 Ir is' 7 (Ham) 77 9/71' II 0/11' 7(/A N/A 7r 9/Ir II 9/73' 2 (701) 12' 17' 7r 769' 7Y FY 2 (0077ai) fr IVA 12' N/A rr . N/A 3 MP) 7r I7' It' 145' fr 72' J MORON) 12" 4M4 -710 12' r re 103' 4 (MP) r Of LOS 72' 12 10.7' IY 72' • (130770?) 7.1 71/4 IV IVA 1r 1(/A 5 ((01) Ir 7A" 12' r 7r 713 5 (9020121) fr • IY N/A 12' 1(/A • (7 77J' IVA It' IVA Ir IVA / (9077071) 1 7.3' /(/A If' IVA Ir 77/4 7 (Ia?BO7RY1) ill NIma1 MONO AFICM Iar L 4 - 2I/Y- I/2; REDUCE ANCHOR SPACIAL BY MULTWLONG _ au um /a•017 A1OOON / • .Illy M Plan WON 1. MI [wave 00Dtir ammo !!� N Oran/ ID 71701117 N mNtII N 10/4771 0 -701 • mom 10 =OM 103 WA 65" WA I (7O) 72" I(4 Ir 1' IY 72' I (80!1010 Ir v Na 1(/A 77 9/71' II 0/11' 2 0017 77 (/r.' 77 4 /7r fr 9' 12' 17' 2 (a 71010 Ir re 72' N/A fr IVA J (7019 re N/A 72' 0' 7r I7' J 070ri1310 If' 4440. -760 71' 5' 12" 7.5' 4 (9P) 3 r-9' ro r -r Ir re D' 7r 72' • (BMIrON) 72' 72' IY IVA 7.1 71/4 5 (70•) 72' WA If' 3' Ir 7A" 5 (30I1011) IY 12' If" N/A fr • 4(!41) 72 IVA II' N/A 77J' IVA 9 (847107) 12" N/A II' _ N/A 1 7.3' /(/A 7 (TOP/Wpm) I2' .. MAX47UM ANCHOR SPAI3NCS ARE VALID FOR NWY MOON fANN R L4 - A7/Y - I/2; REDUCE ANCHOR SPACIAL BY MULTWLONG 12th miaow =WAN r• S 2 7/27. FOR THIS OPERATION 70 BE A ®r // • An maws r 9771, 07N •000 Vet) ammo !!� EACH ANCHOR 7YPE AT ANCHORS LEGEND 471 0 • '" U ID =one co •••4•• • mom 10 =OM ? 401 .75 2 7/2' IY N/A 72" I(4 I (70P) 32' re Ir v 7 (amoral) /{/A I( 77 (/r.' 77 4 /7r 2 (14 Ir 12' Ir re 2 (UOflON) r2• q/A re N/A J MP) IY 72' If' 12' J /9777010 4444 - 44o Ir 0 Le Ir 4 MP) 10-0' OR 125 12' 72' 72' 72' 4 (80001) re N/A 72' WA .1 O0.) r2' 93' IY 12' 3 morrow 72' 77/A 72 IVA = OOP) 72' 1(/A 12" N/A 1 (Dorm) 72' 14/3 I2' IVA 7 (70•/90771514) .. MAX47UM ANCHOR SPAI3NCS ARE VALID FOR 3 1 /2' EDGE &STAMM FOR E A LESS THAN J I/2; REDUCE ANCHOR SPACIAL BY MULTWLONG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS (NOTE : AB4. E 0. FAR CA(X -7N ANCHORS POS.SI7L S 2 7/27. FOR THIS OPERATION 70 BE SINLL REDUCED SPICING WONTED USING FACTOR NOT BE LESS OM WNIYUM SPACING INDICATED FOR EACH ANCHOR 7YPE AT ANCHORS LEGEND ACTUAL E D FACTOR ID morn IAPCON CAW ,7' .B8 .75 2 7/2' .75 .50 2' .50 - ANCHORS ANCHOR WN. TYPE SPACING TAPCON 50" CALK -IN 2.5' AXILI=IV D119IGN P F44uio 4 1WC 'R' (n.sJ) ANA /LI q ,11 I I . 4 1 47 9. '1'. Ml l( ' M:/AI ) . i i =ILLATIONS INTO CONCR).TE AND C.B.S. STRU(TURICS • / 0/ E. D. a EDC£ DISTANCE MR X ON � WOOD FRAME BUILDINGS. f IL ECO INc. Iwo =MI t 01•1011100 COIPANY MN at Js m. i r7. -10177 armO, a Arm •••■ . I C9 - 0002772 . �'7I Inn MOW UL / 4147 NS Is ANCHORS I FCFN( APPROVED AB COMPLYNO LMWH THE MUTH FLORIDA OOLONG CODE DATE Z 2•7 BY PRODUCT • r ' OL DIVISION BUILDING CODE COMRUNCE OFFICE ACCEPTANCENOM-Oit 77 .01 I 0.050' ALUMINUM STORM PANEL STORM TECH MANUFACTURING 4710 ANAOro A7E N.7 AWOL a mIA l m 1 - • • 1 AMAO -OA0£ COUNTY A7 9/0• SCALE 2/:947 4113 01 -012 0889010 IN 9977 1 Of 8 .o .a NOON WON PM L 4 4/7" 4. Nowa 17310- sr. rum 7lonrr I4fAr0 __ l . rra • 0.87 pion o• MOAN 10.04 V 4U A11r 01•001 ID morn N armor ID EINCIIIIIT ID mapa- a' 770 a' 7 A/ 4 A' N/A r (710.) 72' a5" ,Y Ir 1 Monad) WA A(/A rr 1/11' 77 9 /I11' 3 (IG•) re as Le 7r 2 MOM Ir WA Le 9/A ' J 04% FY as' Ir If' a (90770?) .314 -9100 r2' w' 72' 45' • (f0/) r - r a7 tL7s re 105 7r 7r 4 (131327010 12' N/A 12' 7 7/3 5 (141) 72' 45' I2' as' 3 (97r1010) 12' N/A re IVA 8 (7 las' N/A II' ILIA / morrow 702' N/4 11' N/A 7 (I01/97/7011) AXILI=IV D119IGN P F44uio 4 1WC 'R' (n.sJ) ANA /LI q ,11 I I . 4 1 47 9. '1'. Ml l( ' M:/AI ) . i i =ILLATIONS INTO CONCR).TE AND C.B.S. STRU(TURICS • / 0/ E. D. a EDC£ DISTANCE MR X ON � WOOD FRAME BUILDINGS. f IL ECO INc. Iwo =MI t 01•1011100 COIPANY MN at Js m. i r7. -10177 armO, a Arm •••■ . I C9 - 0002772 . �'7I Inn MOW UL / 4147 NS Is ANCHORS I FCFN( APPROVED AB COMPLYNO LMWH THE MUTH FLORIDA OOLONG CODE DATE Z 2•7 BY PRODUCT • r ' OL DIVISION BUILDING CODE COMRUNCE OFFICE ACCEPTANCENOM-Oit 77 .01 I 0.050' ALUMINUM STORM PANEL STORM TECH MANUFACTURING 4710 ANAOro A7E N.7 AWOL a mIA l m 1 - • • 1 AMAO -OA0£ COUNTY A7 9/0• SCALE 2/:947 4113 01 -012 0889010 IN 9977 1 Of 8 • r /4 Lava 7.0 sinus • a a 6 w/ 27 L•n PEM a210N r0 wa60 Nr.10Ex I80LIRED ID IXa1M «Af. ALTERNATIVE 1 1 /4' I-20 PLAT / Vie' a a �g I I I 211' RAW REQUIRED ALTERNATIVE 2 Cont. 4 . 0 3 0 % 1 It I5a W/ f 27/32' 7I7.. PENEIRA770N 0 7I70MID)N OF PLATE NDIE F08 60'U70847708 OF .SECTIONS• WALL MOUNTING 5EC7TON5 CAN 80 COMBINED IN ANY WAY 70 SUIT ANY INSTALLAI7OM Mme' I. INSTALLAIIONS ARE VAUO ONLY FOR OES1CN 777ND LOWS AND Max PANEL LENGTHS AS PER SCHEDULE ON SHEET 4 OF 8 2. FOR MOO FRAAIE CDNS7I/CTKNC WOOD MEMBERS TO BE SOUTHERN PINE Na 2, W/ SPECI77C DENSUY OF 0.55 OR EQUAL. f /4 • r Labe ue s?K0s . e' a a w/ TO 7000 N0AOUL Cart. SEE SCHEMA' FOR Mtn. SETM/M770N 70 075700 ALTERNATIVE .1 ALTERNATIVE 4 740' •r 3/32' *00 NUT• afRY S71.10 • 11 0 /1e' a C SEE 7.080480 FOR I A% SEPARATION 7D 171S0N0 CLASS ALTERNATIVE 6 WALL MOUNTING INSTALLATIONS SECTIONS A SCALE : 1 /4" _ 1" f /4' • • 3' LONG LAC SaIMS 0 8' a a W/ 1 27/32' IA•L PE7E7RIrq• 10 005700 MOW IEWEIL Cont. ALTERNATIVE /. I a a W/ NUT & 00508 /4' 0-20 • VI 776110 rs e If 9/7e' a a 1/4' • . Y LAC scrim 5070)780 8'6 a W/ Pu1E 0 IN a' � 0000 5370 0 24' 6 a MIMED INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 211' RAW IL ECO INC. 7MUT 707700 f do.Vmeva Caf•4NP m Na >A i nk uw. aims a Amor A� z -IAfJ . n.: 0040•-IAA ER- 6008778 181L1� P. SI M. & e•e a G %L 0111 ' o �IIII'I� - -:: -- O s ae. / III�II / F20 S S ®I _ N r2- Ip9EE .123 OW.) 8067 -75 Apn1 itB£ M..0 a 7/4 57UD 7 c M OF 577.0 2' 08 7100.0[) AND 2' IE.. 7 4(754768 8870 E70S70 46 L 1740 7000 5370 0 24' a a RE0LVE0 ALTERNATIVE 7 APPROVED A8 COMPLYING 7MTH THE 80U1/1 WILDING MOE PRODUCT 01 DIVISION 6UR1INO LADE COMPLIANCE OFFICE ACCEPTANCE NO.01 OS 22.01 0.050" ALUMINUM STORM PANEL STORM TECH AUNUFACTURING MV MIAE770 Ale FORT MI6R It x0(5 • Vii 8 0 • � . � 72 1 14810 70 gig 11 9/78' a a MLW7 -0AO£ COUNTY Mit AS 9401 SCALE 2/22101 LIAR 01 -012 61A11042 N4 SHUT 7 OR 8 W000 HEALER RE0u007 a 08041 Fat r 0080 N 00 &Am ALTERNATIVE $ ALTERNATIVE 9 7/e • • $ LONG LA0 .SCREWS • r a a w/ r 87/x2 NK f[NE1RAD0v IC OWING 0000 HEADER CdR 7 /I 0-20 • 1' S S BOLLS 0 Ir' C W./ AV/ & MVO? NOTES I. INSTALLATIONS ARE VAL10 ONLY FOR DESIGN WIND Laws ANO Moo. PANEL LENGTHS AS PER SCHEDULE ON SHEET 4 OF e 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.53 OR EQUAL. Ss (n P e p' 0-20 ciao / ' 1P*1 , � 7 FE r 7 9/18- 8Ide a ONr ElulE ' � � /y � F�ENETRITION. 7 000; NUT b Lwrr S7TA • /7 9/71 a e W000 REOIARED 0000 NEAOT1 ROXINED n 0011 MI Mr t- fonsnnl 71 Dons ALTERNATIVE 1 Q q ALTERNATIVE 1l 0 1080071H OF PLATE 1 /s' 0-20 aa0 81010/10nd. PWOUNTE 0 r 1 9/ 1 as w/ 1 7/8' Lde. PENERA �. :s�1 ••/III IIMI /III' / / //I • ALTERNATIVE 1 0000 777703 T OR METER • 24 C 08807700 NOTE FOR CO SINATION OF SECTIONS FLOOR/ IWU/ 01711N0 MOUNTING SECTIONS CAN BE COMBINED IN A147 WAr 70 Stiff ANY INSTALLATION. ALTERNATIVE 2 7 " I' • 1A!' (li•2 8063.13 M.. WOE f•• • • A' 1A0 ry rD EALN MOTE If 0 7 MSS. L0C17E Sawn .17 •00771 or ( EO¢707 18000 LE7 W 21 aL 0PENM247Gk 0-20 z r . 3/32 0040 NU7 0 77 9/18' 0 0 WALL MOUNTING INSTALLATIONS SECTIONS A INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS SCALE: T /I' / IL ECO 1N0. MLLE =MO • alar0amRr COMPANY 88>v as MIL >r no MOM Gums el SIM Fr,. 0 -m• .err (Evan - eon 177 0001719 WILIER A 1910 Jr. P. E FLOWN UG / 44107 CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS a 'As"' "n"ThE so1m1 0 MY MY SCALE : 0.050" ALUMINUM STORM PANEL STORM TECH MANUFACTURING 31113 00M7/O AC Raw Ina a M18 aa� f �� • PRODUCT ••° 01. DMSLON BUMEMNO CODE COMPLIANCE WPC! AccErnwcE NO.01 - Q S z2.- 1,114A(I -1210£ COUNTY • AS 9070 SCALE 2/27/01 an 01 -012 aao•M0 Nr 57437 8 Or 1 r A 2 � M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N. W. 26 Avenue Opa Locka, Florida 33054 SCOPE: 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 -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 dete><mined 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: 0.060" Aluminum Storm Panels Shutter APPROVAL DOCUMENT:. Drawing No. 99 -230, titled " 0.060" Aluminum Storm Panel ", sheets 1 through 4 of 4, prepared by Knezevich & Associates, Inc., dated July 19, 1999, last revision #4 dated May 23, 2002, 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: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 user by the manufacturer or its distributors and shall be available for inspection at the job site at the rep : t i • Official. �: � lrlt �I This NOA renews NOA # 02- 0531.05 and consists of thi The submitted documentation was reviewe +y elmy A. MIAMI -DADE COUNTY, FLORIDA TRO-DADE FLAGLER BUILDING AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 05) 375 -2901 FAX (305) 375 -2908 royal document mentioned above. NOA No 02- 0826.06 Expiration Date: 08/26/2007 Approval Date: 09/19/2002 Page 1 M1 • q E 0 t0 0 0 .'N 0 0 t7 0 0 • 0 v > '3 O O r7 0: a .I O t•1 N a) % C •0 -J • 0) v - co v 0 O "7 GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE. 2. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WINO VELOCITY. FOR WINO LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -98, A DIRECTIONALITY FACTOR OF Kd =1.0 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 0 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA N ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: Al REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED. DATED AND SEALED JUSTIFY THE DOCUMENTS L MITTED TO DETAIL PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. • 9. STORM PANELS SHALL BE 3003 -H14 ALUMINUM ALLOY, 0.060" THICK, WITH A MIN. Fy. (BEFORE ROLLING) OF 21 KSI. 10. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: FLORIDA STORM PANELS INC. OPA LOCKA, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 12. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD•CONDF IONS DICTATE, PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. . 14. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIDSPAN TO A 1" x 1"'x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS WI DI CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION 8 L O 1. PANELS NOT 13 UTILIZING STEEL TUBE SHALL BE FASTENED AT OVERLAPS (12 -1/2 O.C.r AT MIDSPAN W/ O 1/4 -20 x 1" MACHINE -BOLTS WITH DIE C[A�4ST�)e, LUMINUM WASHERED WINGNUTS OR J (SEE 'TYPICAL ELEVATIONS QSORQ8) FOR PANEL SPANS LESS THAN 33" . OVERLAP FASTENERS & TUBE ARE NOT REEQUIREZD. . 15. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANELS SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR STRAPS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. • PRODUCT RENEWED as complying with tfe Florida Braiding Code Acceptance No 0 0 Expiration Date 0 1/4" MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING Erx1 " xx16GASTEE TUBE WHERE APPLICABLE SEE NOTE 14 & TYPICAL ELEVATIONS (TYP. EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING 13y Miami Division •0 o7 0 0 N 5a 0 OVERLAP FASTENERS TYP. (SEE NOTE *14 A 16 GAGE GALV. STEEL NGLE CLOSURE PIECE: Y x 2" MIN. TO 2 "x5 "MAX. FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) el .125" .325" 6063 -T6 ALUMINUM 1 S" MAX. ANGLE 16 GAGE GALV. STEEL SCALE : 3" = 1' -0" 11/32 "0 1 SCALE : 3" =.1' -0" 1 2 ". 3"; 4" OR 5 ANGLE on 0 .936" 5/B"0 J ▪ = y r XZ u W N J GALV. STEEL GRADE 50 OR ALUM: J m Z Z < o. o. r ic o F N O W t = MIN..065" KEYHOLE WASHER SCALE : HALF SIZE OLD_ 1 1 16 GA. 14 STEEL TUBE SCALE : 3" = 1' -0" 1/4 -20 x 3 -1/2 BOLT WITH WASHERED WINGNUTS (el 12 -1/2" 0.C.ITYPI 1/4" MAX. • N • 5.00" { 5.00" 1 I i 1.50" r1 O SCALE : 3" = 1' -0" ANGLE ^r 1 1.50" I STUDDED ANGLE SCALE : 3" = 15 11`7093" TYP. 1/4" S.S. STUD (dl -1/4" O.C. EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING PLAN VIEW .SCALE: 1 -1/2" = 1' -0" PRODUCT HARKING r PRODUCT MARKING LOCATION 1.50" 12.50" COVERAGE 14.50" STORM PANEL O SCALE : -3" = 1 -0" .093' TYP. WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION 0 USE 1" x 1 x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 L TYPICAL ELEVATIONS (TYP.) (OPTIONAL LOCATION) • • .188" "P TRACK SCALE : HALF SIZE :0 B5 WINGNUT SCALE : HALF SIZE TOP MOUNT OR DIRECT MOUNT PLAN VIEW BOTTOM MOUNT 00 OR DIRECT TYPICAL ELEVATION (SYSTEM 1) MDUNT OVERLAP FASTENERS OR TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/6" O.C. OR 12 -1/2" O.C. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/6" O.C. OR DIRECT MOUNTS WITH ANCHORS @ -114" O.C. OR 12 -1/2" O.C. 0 1 -3/4" OVERLAP MIN. ® 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE O "h" HEADER SCALE : 3" = 1' -0" X E 0 11.00-I 1" x 1" TUBE. MAY BE USED WHERE REDUCED SEPARATION FROM GLASS IS REQUIRED. SEE SEPARATION FROM GLASS . Y X SCHEDULE. SHEET 3. AND Ix < PLAN VIEW & NOTE 14 SHEET 10 1- 0: VERLAP FASTENERS W i ISEE PLAN VIEW R vi NOTE 14) 1 0 SCALE : HALF SIZE 1/4" MAX. 1 2" MIN. 3.500" . 1 1.00 1 . . - 16GAGE GALV. STEEL GRADE 50 OPTIONAL LEG DIRECTION . STANDARD CHANNEL WIDTH UNLIMITED - (PERP. TO PANEL SPAN) FASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND B" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF. ISEE ANCHOR SCHEDULE FOR. ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING 250" l{!F 1 I 1.987" " h " HEADER SCALE : 3" = 1' -0" O "U" HEADER SCALE : 3" = 1' -0" 11 SOFFIT CHANNEL SCALE : HALF SIZE 1.00" SECTION 5.00" 16 GAGE GALV. STEEL GRADE 50 OPTIONAL LEG DIRECTION 14 GAGE GALV. STEEL 5.00" MAX. CLOSURE SCALE : 3" = 1' -0" TOP MOUNT ' CIO OR DIRECT MOUNT 1" x r TUBE. MAY BE USED WHERE REDUCED SEPARATION FROM GLASS - - IS REQUIRED. SEE .IS FROM GLASS SCHEDULE. SHEET 3. AND PLAN VIEW L NOTE 14 SHEET 1 VERLAP FASTENERS (SEE PLAN VIEW- 6, NOTE 14) BOTTOM MOUNT ' 00 OR DIRECT MOUNT TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING .TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. . PRODUCT REVISED coinplying with the Florida Bidding Code • Acceptance No 02- o S ? /• O S Expiration Date " ; ®4.00 1. By Miami Dade, clod Control Division • 0 en } • e < 132 • cc ]( 0 29 g I o co • a0 :': W a � v d. • = ° S m ow zz Q2 g 0 o 0� z W Z.7 0 toN • X V W z 0 0 0 8_ 2 d� m o: • j0 U <ma 1 N� O W Zpo EZ 099 I �a rQ cc) O 0)) CL 0 N • • - V i •• • V • 0 a • s z z I 0 a u z 4 H F 1: 0 T 0 date 07/19/1999) l ocals AS NOTEO )(drawn by (design Nem by lfchecked b drawing no. 99 -230 Print Information: --_- (VERTICAL OR HORIZONTAL) 1 - {I-- -_ M1 • q E 0 t0 0 0 .'N 0 0 t7 0 0 • 0 v > '3 O O r7 0: a .I O t•1 N a) % C •0 -J • 0) v - co v 0 O "7 GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE. 2. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WINO VELOCITY. FOR WINO LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -98, A DIRECTIONALITY FACTOR OF Kd =1.0 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 0 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA N ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: Al REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED. DATED AND SEALED JUSTIFY THE DOCUMENTS L MITTED TO DETAIL PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. • 9. STORM PANELS SHALL BE 3003 -H14 ALUMINUM ALLOY, 0.060" THICK, WITH A MIN. Fy. (BEFORE ROLLING) OF 21 KSI. 10. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: FLORIDA STORM PANELS INC. OPA LOCKA, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 12. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD•CONDF IONS DICTATE, PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. . 14. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIDSPAN TO A 1" x 1"'x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS WI DI CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION 8 L O 1. PANELS NOT 13 UTILIZING STEEL TUBE SHALL BE FASTENED AT OVERLAPS (12 -1/2 O.C.r AT MIDSPAN W/ O 1/4 -20 x 1" MACHINE -BOLTS WITH DIE C[A�4ST�)e, LUMINUM WASHERED WINGNUTS OR J (SEE 'TYPICAL ELEVATIONS QSORQ8) FOR PANEL SPANS LESS THAN 33" . OVERLAP FASTENERS & TUBE ARE NOT REEQUIREZD. . 15. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANELS SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR STRAPS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. • PRODUCT RENEWED as complying with tfe Florida Braiding Code Acceptance No 0 0 Expiration Date 0 1/4" MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING Erx1 " xx16GASTEE TUBE WHERE APPLICABLE SEE NOTE 14 & TYPICAL ELEVATIONS (TYP. EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING 13y Miami Division •0 o7 0 0 N 5a 0 OVERLAP FASTENERS TYP. (SEE NOTE *14 A 16 GAGE GALV. STEEL NGLE CLOSURE PIECE: Y x 2" MIN. TO 2 "x5 "MAX. FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) el .125" .325" 6063 -T6 ALUMINUM 1 S" MAX. ANGLE 16 GAGE GALV. STEEL SCALE : 3" = 1' -0" 11/32 "0 1 SCALE : 3" =.1' -0" 1 2 ". 3"; 4" OR 5 ANGLE on 0 .936" 5/B"0 J ▪ = y r XZ u W N J GALV. STEEL GRADE 50 OR ALUM: J m Z Z < o. o. r ic o F N O W t = MIN..065" KEYHOLE WASHER SCALE : HALF SIZE OLD_ 1 1 16 GA. 14 STEEL TUBE SCALE : 3" = 1' -0" 1/4 -20 x 3 -1/2 BOLT WITH WASHERED WINGNUTS (el 12 -1/2" 0.C.ITYPI 1/4" MAX. • N • 5.00" { 5.00" 1 I i 1.50" r1 O SCALE : 3" = 1' -0" ANGLE ^r 1 1.50" I STUDDED ANGLE SCALE : 3" = 15 11`7093" TYP. 1/4" S.S. STUD (dl -1/4" O.C. EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING PLAN VIEW .SCALE: 1 -1/2" = 1' -0" PRODUCT HARKING r PRODUCT MARKING LOCATION 1.50" 12.50" COVERAGE 14.50" STORM PANEL O SCALE : -3" = 1 -0" .093' TYP. WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION 0 USE 1" x 1 x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 L TYPICAL ELEVATIONS (TYP.) (OPTIONAL LOCATION) • • .188" "P TRACK SCALE : HALF SIZE :0 B5 WINGNUT SCALE : HALF SIZE TOP MOUNT OR DIRECT MOUNT PLAN VIEW BOTTOM MOUNT 00 OR DIRECT TYPICAL ELEVATION (SYSTEM 1) MDUNT OVERLAP FASTENERS OR TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/6" O.C. OR 12 -1/2" O.C. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/6" O.C. OR DIRECT MOUNTS WITH ANCHORS @ -114" O.C. OR 12 -1/2" O.C. 0 1 -3/4" OVERLAP MIN. ® 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE O "h" HEADER SCALE : 3" = 1' -0" X E 0 11.00-I 1" x 1" TUBE. MAY BE USED WHERE REDUCED SEPARATION FROM GLASS IS REQUIRED. SEE SEPARATION FROM GLASS . Y X SCHEDULE. SHEET 3. AND Ix < PLAN VIEW & NOTE 14 SHEET 10 1- 0: VERLAP FASTENERS W i ISEE PLAN VIEW R vi NOTE 14) 1 0 SCALE : HALF SIZE 1/4" MAX. 1 2" MIN. 3.500" . 1 1.00 1 . . - 16GAGE GALV. STEEL GRADE 50 OPTIONAL LEG DIRECTION . STANDARD CHANNEL WIDTH UNLIMITED - (PERP. TO PANEL SPAN) FASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND B" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF. ISEE ANCHOR SCHEDULE FOR. ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING 250" l{!F 1 I 1.987" " h " HEADER SCALE : 3" = 1' -0" O "U" HEADER SCALE : 3" = 1' -0" 11 SOFFIT CHANNEL SCALE : HALF SIZE 1.00" SECTION 5.00" 16 GAGE GALV. STEEL GRADE 50 OPTIONAL LEG DIRECTION 14 GAGE GALV. STEEL 5.00" MAX. CLOSURE SCALE : 3" = 1' -0" TOP MOUNT ' CIO OR DIRECT MOUNT 1" x r TUBE. MAY BE USED WHERE REDUCED SEPARATION FROM GLASS - - IS REQUIRED. SEE .IS FROM GLASS SCHEDULE. SHEET 3. AND PLAN VIEW L NOTE 14 SHEET 1 VERLAP FASTENERS (SEE PLAN VIEW- 6, NOTE 14) BOTTOM MOUNT ' 00 OR DIRECT MOUNT TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING .TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. . PRODUCT REVISED coinplying with the Florida Bidding Code • Acceptance No 02- o S ? /• O S Expiration Date " ; ®4.00 1. By Miami Dade, clod Control Division • 0 en } • e < 132 • cc ]( 0 29 g I o co • a0 :': W a � v d. • = ° S m ow zz Q2 g 0 o 0� z W Z.7 0 toN • X V W z 0 0 0 8_ 2 d� m o: • j0 U <ma 1 N� O W Zpo EZ 099 I �a rQ cc) O 0)) CL 0 N • • - V i •• • V • 0 a • s z z I 0 a u z 4 H F 1: 0 T 0 date 07/19/1999) l ocals AS NOTEO )(drawn by (design Nem by lfchecked b drawing no. 99 -230 Print Information: • • E 0 In lA O N O O N O N Cr N 0 0• v N O 0 rn 0 CV N 0) E 0 N 0) O7 - o -o 0 0 0 • SEE MIN. SEPARATIO FROM GLASS SCHEDULE (TABLE 2) GLASS OR' DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR r x4 ^X.125 "OR 2 "x4 "X.125"AL. TUBE OR 2" x 6• P.T. W000 W/ 1 /f."16 LAG SCREWS @ 12" O.C. W/ 1 -1/2" EMBEDMENT FOR CONNECTION WITH STUD ANGLE S /B" MAX. ANGLE TO WALL DETAIL EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2• CONT. 1/2" EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE1• O WALL MOUNT SECTION A SCALE : 3' = 1' -0" gmrf.fr: - " °41 Ili v I W W Z a X � � E QCONT.. I ' MBEOM = SCALE : 3" = 1' -0" e - 2 - 1/4 "0 x 4 -1/2" S.S. LAG SCREW Cm 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUOS MAX. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO s 72 PSF. WALL MOUNT SECTION (BOTTOM) PANEL TO ANGLE DETAIL 1/4" MAX. 1/4 -20 MACHINE BOLT L WINGNUT (A 6 -1/4" O.C. L 1/4 -20 MACHINE BOLT & WINGNUT LA 6 -1/4" O.C. EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE ITYP.) SEE MIN. 4 • SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR ©CONT. GLASS. OR DOOR m CEILING/INSIDE MOUNT SECTION B SCALE : 3" = 1' -0" SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2 5 /8" MAX. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ' TYPE 3 1/4 -20 MACHINE BOLT L WINGNUT L® 6 -1/4" O.C. EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION • TYPE 3• DGE OIST/ (DIRECT MOUNT) MAX. EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING - REMOVABLE FASTENER C6 6 -1/4" 0.C. OR 12 -1/2" 0.C. MAX.. BUT DO NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION•TYPE1 USE 1/4 -20 STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER 1 /4" MAX. /8" MAX. 1/4 "• ELCO MALE WITH WASHERED WINGNUT • CO 6 -1/4" O.C. OR 12 -1/2" O.C. MAX.. BUT DO NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION • TYPE1•. WALL.MOUNT SECTION EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING GLASS OR DOOR EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING + u• OR r x 4" ..125•• AL. TUBE (OPTIONAL) GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) 5 /B" MAX. EMBED FASTENER; SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE1• NOTE : USE OF THIS DETAIL IS UMITED TO s72 PSF. F SOFFIT MOUNT DETAIL C AI F - 1• n•• FASTENER. SEE ANCHOR A SCHEDULE. REFERENCE CONNECTION •TYPES • 1/4 -20 MACHINE BOLT & WINGNUT Cdt 12" O.C. TYP. TOP L BOTTOM 7 Q OR 30 1/2" 1/2" OPTIONAL LEG DIRECTION • PRODUCT RENEWED as complying with the Florida Holding Code Acceptance No • —O ; Z Expiration Date By Miami padt7 W ct Control Division LOCATE "h^ HEADER LEG FLUSH WITH CHANNEL BOTTOM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 1/4 -20 MACHINE BOLT & WINGNUT ((f 6 -1/4" O.C. NOTE :USE OF THIS DETAIL IS LIMITED TO s72 PSF BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" THREE 1/4". WOOD SCREWS W/ 2" MIN. EMBEDMENT OR THREE W000 BUSHINGS W/ r MIN. EMBEDMENT (TYP. AT EACH JOIST. TRUSS OR RAFTER C6 24" O.C. MAX.) 2 x WOOD JOIST. TRUSS OR RAFTER *12 SMS BETWEEN TRUSSES el 10" O.C. MAX . • 1/4" MAX. 6 PRODUCT REVISED as complying with the Florida 0 7 Bidding Code • Acceptance No O Z— 0531. 5 Exp lion Date % /�O 2 l2_ oo • L- A By Miami Dad roduCt Division 1/4" MAX. e n o pp o 01 N • * ad 22 S • 01 N • N o ro • O 1 QQ � IT V g 8� a7 Z i { • :JJ 5 N t S Dui ?Z J $ O g toy O1 Om "U Z N 1- < v O a N oar re 2 0 0 8_ f: R. Uct, s • 0010%7 1 c / AY, ; ' 2002 Tar • - 94 e date 07/19/19991 scale AS NOTED [ design by 1 V JK drawn by 1 • MC [chec[chec btj ked drawing no. 99 -230 MIN. STORM PANEL SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(W) (PSF) ACTUAL SHUTTER SPAN (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) SYSTEMS 1 8,2 SYSTEMS 1 8,2 MIDSPAN TUBE MIDSPAN BOLTS ALL CONDITIONS 40.0 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -5/8 8' -5" 2 -1/4 3 .2-1/8 50.0 . 3' -0" 2 -1/4 3 • 1 -1/4 4' -0" 2 -1/ 3 1 -1/4 5' -0" 2 -1/4 3 "1 -3/8 6' -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -3/4 8' -5" 2 - 3 2 -3/8 60.0 • 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 . 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -5/8 7' -0" 2 -1/4 • 3 1 -7/8 2 -5/8 3 • , 2 -5/8 70.0 3'-0" 2 -1/4 • 3 1 -5/8 • 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -5/8 . 7 ' -0 " 2 -1/4 3 • 2 7'-9" . 2 -1/2 3 2 -1/2 N O O N 0 N •z Q 0 rn O J O Ih N Oe a 7 d O r) N 1 0t E O N 0= 1, O 0 0 EXISTING CONCRETE HOLLOW BLOCK OR . W000 FRAMING • EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING N 0 0 G e't WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK BUILD -OUT SCALE : 3" = 1' -0" ALUM. OR GALV. STEEL SPACERS AS REQ•O FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ' TYPE 1 • SEE MN. "EPARATION FROM GLASS SCHEOUL (TABLE 2) EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 • MOUNT SECTION SCALE : 3" = 1' -0•' 1/4 -20 MACHINE BOLT & WINGNUT (A.6 -1/4" O.C. • EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING — FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION•TYPE 1 • 1/4 -20 MACHINE BOLT L NUT (01 12" O.C. Sa CONT. (TYP. TOP L BOTTOM) EQUAL 1/4" MAX. EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE W000 FRAMIN CONNECTION 'TYPE 1 • 1/4 20 MACHINE BOLT L WINGNUT CI 6 -1/4 O.C. O ALT. "P' TRACK CONNECTION J TO NEW STRUCTURE DETAIL IY 0 0 W SEE MIN. • SEPARATION FROM GLASS SCHEDULE (TABLE 2 ALUM. OR GALV. STEEL SPACERS AS REQ'D FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION *TYPE 1• FASTENER. SEE ANCHOR SCHEDULE. REFERENCE 5/8' CONNECTION •TYPE 1 • FIAX4 W 0 0 W SEE MIN. SEPARATION F OM GLASS SCHEDULE (TABLE 2 "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" 1/4 -20 MACHINE BOLT L WINGNUT la 6 -1/4" 0.C. NOTE : USE OF THIS DETAIL 1/4 -20 MACHINE BOLT L WINGNUT (B 6 -1/4 0.C. 2 H 0 Z IN 5/8" STUCCO -i FINISH (LEG MAY - BE REVERSED) Z . WIRE LATH MAY o. BE USED AS TYPICAL X REINFORCEMENT OVER Q LEG OF TRACK Z "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL 3/1." St' AI C • 1_1 /7•• _ ' • n 14 n W J 0 1 H J z O E 0 N ta N 1/4 ;t,( . 1 - 1/2" INTERIOR FASTENING T A B L E 2 8 x 3 x 1/4" x 1' - 1 -1/2" ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 1 /4"m POWERS CALK -IN W/ 7/8" MIN. EMBED. IN CONC. L 3 O.C. OR 1 /4 •m POWERS STEEL DROP -IN W /'1" MIN. EMBED. IN CONCRETE @ 3 O.C. • 1 , ANGLE ASSEMBLY (SECTION A) I SCALE : N.T.S. I ') LOCATION PTIONAL HANDLE PI ,� 8 "x3"x1/4 "x 1 -1/2" ALUMNUM ANGLE t*%%%44 PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS • . 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL 1/4 -20 STUO A AND FASTEN WINGNUTS FROM THE INSIDE. (MAY INTERIOR FASTENING BE 1 OR 2 PANELS WIDE) ANGLE ASSEMBLY IS LIMITED TO ±72 PSF AND A MAX.. PANEL LENGTH OF 11' -0'. STORM PANEL INTERIOR FASTENING (ISOMETRIC) 2" x Z" x .125" MIN. CONT. 3105 -H14 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE ANGLE MAY VARY 0 1- 1/2 "'x 1 -1/2" AL. STUO ANGLE 1/4 -20 S.S. BOLTS L WINGNUTS @ MIDPOINT OF PANEL SPAN OR sr O.C. MAX. (TYP) (11 ALT. CORNER DETAIL 0 z Z r- W En 1 - LU Q _ 0 0 . H N N cc Q W — z V � W N> W Z Z 1. DW ZZ Q 1 Q2 t00 do PRODUCT RENEWED as corplyiag with the Florida Bolding Code ' Acceptance No 2-- 0 32- •o Espi adoo Date O »' • • •BY PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No 0 2- 0 51) • D EXpirt Date OR 2 2_ 2 By J j G Miami I Division Control 6 date 07/19/19991 Scale AS NOTED (design by 1 VJK drawn by MC checked b VJK drawing no. 99 -230 FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REOUIRED FOR VARIOUS EXISTING STRUCTURE • ANCHOR TYPE SPANS UP TO 5' -3" (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE LOAD (14) PSF MAX. SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP TO 5• -3" (SEE NOTE 1) SPANS UP TO 8 -5 (SEE NOTE 1) SPANS UP TO 3 -7" (SEE NOTE 1) SPANS UP TO 5 -3" (SEE NOTE 1) SPANS UP TO 8 -5" (SEE NOTE 1) (SEE NOTE 1) CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE . 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION 1 TYPE 2 3 CONNECTION TYPE 1 2 3 1 _ mAlllllllllllllllllllllllllllllli 1/4 ITW TAPCON 1 -1/2" MIN. EMBEDMENT . 11 48 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 9 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 11 62 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 7 11 W/ 72 12.5 12.5 12.5 12.5 11 9 12.5 4 6 12.5 12.5 12.5 12.5 12.5 125 12.5 5 9 6.25 92 12.5 12.5 11 12.5 6 7 12.5 4 5 12.5 12.5 12.5 12.5 8 12 12.5 5 9 230 12.5 4 5 12.5 4 5 12.5 4 5 12.5 5 9 12.5 5 9 12.5 5 9 . MIN. 3,000 P.S.I. CONCRETE * 1/4 "95 ELCO MALE/ FEMALE - PANELMATE - 1 - 3/4 MIN. EMBEDMENT WITH 1/4 - 20 MACHINE SCREW OR WINGNUT 48 12.5 12.5 12.5 12.5 12.5 11. 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 ' 8 W/ 62 12.5 12.5 125 12.5 12 9 12 3 5 12.5 12.5 12.5 12.5 12 10 12 4 6 72 12.5 12.5 11 12.5 7 7 10 3 4 12.5 12.5 12.5 125 8 9 10 3 5 92 125 11 9 12.5 4 6 10 % 4 12.5 11 10 12.5 4 7 10 3 5 230 10 .7 4 10 � �` 4 10 / / 4 10 3 5 10 3 5 10 3 5 * /`r,'�j' �`i�/J� 1/4 POWERS W/ 7/8" 8.1/4 STEEL MACHINE nR CALK EMBEDMENT STAINLESS SCREW - IN 48 12.5 125 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 62 12.5 125 12.5 125 12.5 12.5 12.5 8 8 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 72 12.5 12.5 12.5 125 12.5 11 12.5 6 7 12.5 12.5 125 12.5 12.5 12.5 12.5 8 11 .92 125 12.5 125 12.5 9 9 12.5 6 7 12.5 12.5 12.5 12.5 11 12.5 12.5 7 11 230 12.5 6 7 12.5 6 7 12.5 6 7 12.5 7 it 12.5 7 11 12.5 7 11 48 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6 (I , 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6.25 . 1/4 "0 POWERS ZAMAC NAIL - IN W/ MIN. EMBEDMENT • 72 625 6.25 6.25 6.25 6.25 6.25 6.25 3 5 6.25 6.25 6.25 6.25 . 6.25 6:25 6.25 3 6.25 92 6.25 6.25 6.25 6.25 4 6 6.25 3 5 6.25 6.25 6.25 6.25 5. 6.25 6.25 3 6.25 230 6.25 3 5 6.25 3 S 6.25 3 5 6.25 3 6.25 6.25 3 6.25 6.25 3 6.25 HOLLOW CONCRETE BLOCK J 511,M1111111111114111111 11111111 1/4"95 ITW TAPCON W/ 1 - 1/4" MIN. EMBEDMENT 48 12.5 12.5 10 12.5 12.5 7 9 4 4 12.5 12.5 12.5 12.5 12.5 11 12 5 7 62 12.5 12:5 - 8 12 7 5 7 V 3 12.5 12.5 12 12.5 9 8 9 8 7/ 3 �4. 5 4 72 12.5 12.5 7 10 4 j 4 3 6.25% 6.25 3 3 12.5 12.5 12.5 8 10 8 12.5 10 5 3 7 5 92 11 7 5 8 230 6.25 3 6.25 3 6.25/ 3 7 '0 4 7 0 4 7 1/4 "95 ELCO MALE/ FEMALE "PANELMATE" w/ 1 -1/4 MIN. EMBEDMENT WITH.1/4 -20 MACHINE SCREW OR WINGNUT 48 12.5 12.5 12.5 12.5 12.5 11 12.5 6 .7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 8 62 12.5 12.5 12.5 12.5 12 9 12 3 5 12.5 12.5 125 12.5 12 10 12 4 6 72 12.5 12.5 11 12.5 7 7 10 3 4 12.5 12.5 12.5 12.5 8 9 10 3 5 . 92 12.5 11 ,1 9 12.5 4 6 10 0 4 12.5 11 10 12.5 4 7 10 3 5 230 10 � 4 10 4 10/4 4 10 3 5 10 3 5 10 3 5 lc �' 1/4 "0 POWERS W/ 7/8" 8,1/4 STEEL MACHINE - IN SCREW 48 12.5 10 12.5 5 6 12.5 125 125 125 7 9 62 12.5 12.5 11 12.5 10 7 10 3 4 12.5 125 125 12.5 12.5 11 12.5 4 7 CALK EMBEDMENT STAINLESS 72 12.5 12.5 9 12.5 6 6 9 %/ 4 12.5 12.5 12.5 12.5 8 10 11 3 6.25 92 12.5 7 11 3 5 9 / 4 12.5 12 11 12.5 4 8 '11 3 6 230 9 ,, 10 / // 4 9 j 4 9 4 11 3 6 11 3 6 11 3 6 48 - 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 • 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6.25 U ) 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25Y 5 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 6 1/4 "0 ZAMAC W/ 1 EMBEDMENT POWERS NAIL - IN - 1/8" MIN. 62 6.25 6.25 6.25 6.25 5 6 6.250 4 6.25 6.25 6.25 6.25 6 6.25 6.25 5 72 6.25 6.25 6.25 6.25 3 5 6.25, 4 6.25 6.25 6.25 6.25 3 6 6.25 ' 5 230 6.25 %/ 4 6.25 7- 4 6.25 / 4 6.25 5 6.2S / , 5 6.25 5 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE . LOAD ( PSF MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP TO 5' -3" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1 2 3 1 2 3 1 2 3 OOOM • • 48 11 11 11 11 11 11 11 11 7 I MM11111N: 62 11 11 11 11 . 11 9 11 8 5 1/4 "0 W000 LAG W/ • 1 - 3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP. TO W000 GRAN 72 11 11 11 11 11 7 11 6 4 92 11 11 9 11 9 6 11 6 4 230 11 6 4 11 6 4 11 6 4 48 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6 O A 5/16 "0 0.0. BRASS W000 BUSHING W/ 1/4 - 20 SIDEWALK BOLT 1" MIN. EMBEDMENT 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 4 72 6.25 6.25 6.25 6.25 6 6 6.25 4 92 . 6.25 6.25 6.25 6.25 3 5 6.25 / 4 230 6.25 �/ 4 6.25, 4 6.25 f 4 E v CO N N N 0 0 n 0 N 0 v o ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS\ MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR . SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR • IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING; FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD .(SIDEWALK BOLT), U.O.N. DESI A U ANCHOR CONDITIONS S WHICH ARE • NOT 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. 6 PRODUCT RENEWED as complying with the Florida Raiding Code Acceptance No Ot- 0 : • • O 6 Est> tioo Date 0 oo/ BY Miami Division PRODUCT REVISED as coaaplytn= witk the Floddi Braiding Code AcccptaaceNo 02- 0531•o Expiration Date ORAL/260Z By �.r i•�.... Miami Da • roduct Control Division U z Z N 1- W U 1 Q -0 Vf 0 ' t N an w Q W z __ V � W7 N � W H Z VC) ZZ J. a2 o 'Do o �a go scale AS NOTED (design by I ( VM • art • z • 0 a. s z X f z z 3 2 P 0 (dare 07/19/19991 (drawn by MC (checked by VAC L drawing no 99 -230 Print Information: DIRECT MNT. PAST. SPACING PBC 2001 GENERAL NOTES 9/17/1191 JP STORM PANEL SPAN SCHEDULE • • NEGATIVE DESIGN LOAD W • (PSF) . OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACKOR OR STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS W/ ANCHORS @ 6 -1/4" O.C. OR 12 -1/2" O.C. • • OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK STUDDED ANGLES • WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. 'SYSTEM 1 MAX. PANEL LENGTH (FT - IN) SYSTEM 2 MAX. • PANEL LENGTH (FT - IN) 40.0 . 8 -5 8 -5 50.0 8 -5 8 -5 60.0 8 -4 • 8 -4 70.0 7 -9 7 -9 80.0 7 -3 7 -3 90.0 • 6 -10 6 -10 100.0 6 -2 6 -6 110.0 5 - 7 6 - 2 120.0 5 -2 5 -11 130.0 4 -9 5 -8 140.0 4 -5 5 -6 150.0 4 -1 5 -3 160.0 3 -10 5 -1 • 170.0 • . 3 -7 4 -11 180.0 3 -5 4 -10 -. 190.0 3 - 3 4 - 200.0 3 -1 • 4 -7 210.0 2 - 11 4 - 5 220.0 2 -9 4 -4 230.0 2 -8 4 -3 E v CO N N N 0 0 n 0 N 0 v o ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS\ MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR . SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR • IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING; FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD .(SIDEWALK BOLT), U.O.N. DESI A U ANCHOR CONDITIONS S WHICH ARE • NOT 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. 6 PRODUCT RENEWED as complying with the Florida Raiding Code Acceptance No Ot- 0 : • • O 6 Est> tioo Date 0 oo/ BY Miami Division PRODUCT REVISED as coaaplytn= witk the Floddi Braiding Code AcccptaaceNo 02- 0531•o Expiration Date ORAL/260Z By �.r i•�.... Miami Da • roduct Control Division U z Z N 1- W U 1 Q -0 Vf 0 ' t N an w Q W z __ V � W7 N � W H Z VC) ZZ J. a2 o 'Do o �a go scale AS NOTED (design by I ( VM • art • z • 0 a. s z X f z z 3 2 P 0 (dare 07/19/19991 (drawn by MC (checked by VAC L drawing no 99 -230 Print Information: DIRECT MNT. PAST. SPACING PBC 2001 GENERAL NOTES 9/17/1191 JP BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): �� 11 Owner's Name (Fee Simple Titleholder) s rF Phone # Owner's Address City Tenant /Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name i'r I C-ri\ Contractor's Address City Sta e Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Describe Work: Total Fee Now Due $ (Continued on opposite side) State Type of Work: ❑Addition ['Alteration ❑New ❑ Repair/Replace C (, .,, `f ? �, 5 C iz /4-e r * * * * * * * * * * * * * * * * * * * * * * * * * ** *F Permit Fee $ Submittal Fee $ Notary $ Scanning S Radon $ Zoning Code Enforcement $ Training/Education Fee $ Miami Shores Village Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 3pc:3- clex Master Permit No. Electrical iditnnbing Mechanical Roofing Zip Cc 05(..) Structural Plan Review. $ Phone # Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * ** CCF $ CO /CC ❑ Demolition c),4- Technology Fee $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip • Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ****************4w************************** , 8 Ltl A H Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/9/2004 Applicant: Owner; JOB ADDRESS: 450 Parcel # 1132060190040 NE 91 Signed: _ (INSPECTOR) Building Permit Permit Number: BP2004 -494 ST Contractor PRIORITY CONSTRUCTION MANAGEMENT 186ntractor's Address: 4631 NW 5 ST Local Phone: 786- 299 -2776 Legal Description: EL PORTAL PB 9 -101 LOT 6 Permit Status: APPROVED Permit Expiration: 10/6/2004 Construction Value: Work: STORM PANEL Page 1 of 1 ' APR 19 PAID BLK 1 LOT SIZE 50.000 X 135 OR Fees: Description Amount FEE2004 -3777 Building Fee $100.00 FEE2004 -3778 CCF $1.20 FEE2004 -3779 Notary Fee $5.00 FEE2004 -3780 Training and Education Fee $0.40 FEE2004 -3781 Technology Fee $2.50 FEE2004 -3782 Scanning Fee $3.00 Total Fees: $112.10 Total Fees: $112.10 Total Receipts: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: