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PLANSPANEL. HEI&f1T 0 I 68' — 102' 1 102' — 192' MIR v[STANCE oe GLASS AND PANEL -L MOUNT 3 V2' 3 I/2' 3 1/2' INSIDE MOUtstT 3 112' 3 I/2' 3 I /2' 3U I LD OUT 3 V2' 3 I /2' 3 1/2' t2IRRGT M0t.KIj �, 3 2' 3 I/2' 3 I /2' 240 11111111 1111111 60 10 GORIER CONNECTION 6ENEPAL NOTES, 111111111111111111111111TE 111111111E 1 120 130 80 10 500 110 PANEL SPAN IN INCHES Yi Iq! A4GF4ORlN6 INTO YiOOP, THE ? 0V 1-1L6T DE A MIN11-04 2 X 4 EC1)AL TO *2 &'J11-EtN P A11V 6TTt it 2Al.LY PART or TI-r IMAMIN6 9TR I011. OR 61.411RELY ATTATG4i1 0 TO FPtAMIN6 5TRVOIVRE. I7ES1GN PRESSURE 3 6.00 5(1.00 12.00 '1.44 131.50 200.00 240.00 V4' X 20 Yi11.1b44/re WITH Sr_vver V4' -20 V4' -20 YitNbF11T BOLT S •AN6Lf5 MAY VARY IN 9IIY ' 11 NGi'VT PANEL SPAN —. 131" 116" H0" 104" 88" 13" 66" ADDITIONAL HARDNARE �n►►► ► u►m► V4' -20 X I' PAN OR TRU56 HEAD %N a ►t► 1/4' -20 X 1' vex IJ:mV U V•' -20 LOGIC NJT V4' -20 1-11JT tam V4' -20 X 314' I/4' -20 V4AEfEPW KHA LEP STW WIN6NUT 118' 0D. 18-8 STAINL 6 STEi'L V4' -20 X I' 1'LAOR PL1z9 (91Df3'iALK DOLT) 18-6 STA 1LES6 STILL V4' ID. 6/4' OD. PLAT 11A3HER KEYHOLE i -ER • I/4' -20 X I' 611 K 130LT (AS 51 101 {) VERTICAL ELEVATIONS PRODUCT RENEWED V4' -20 X r 9LOEY�tALK DOLT (AS 5i-i+Q A�OC VTANCE Na - 5 3 II _. RLT'ER TO 3C44-E�A19 FOR MINIMUM DISTANGE9 MTh tEXP m - r $ 6LA5'3 AND PA}�_, AliGiiOR 51'AG(136 P`OR 5f'EGIFIG ' j ANGHOR9 AND I'4 DISTANG£S MD,/ POR 5PEGIFIG By - . . . - ANt.FiOR9. RODI.Sc oN TRc1 ► t 8►11[L�QVOCODEoeMpti »c. O PANELS MAY ALSO DE 1.6e• HORIZONTALLY. V4' -20 X ' 6IrieriALK DOLT • ;=`ATO' 24' (AS 3140Y IN) Mi'PROVED AS MP1. ING WITH THE SOUTH FLORI BUI ZING CODE nn// OAT 4 i 1916 al ?INDUCT CON1ROl DIVISION BILgLDING CODE COMPLIANCE OFFICE ROC1PTANCE NoR6-n ii. Dz REY1SIONS 6/12ig6 1/3/x6 0 o lI! RNNO 3/I I�i6 313? EDGE DISTANCE AND ANCHOR SPACING VER5U5 DE516N PRESaUn AND PANEL HEIGHT TYPE , NARDNAfZE SCHEDULES 51.5 P5F 12.0 P5F 11.4 P5F PEED CONCRETE CONCRETE BLOCK POU W CONCRETE COI4RE1r BLOCK POURI=SV COF4RETE CONCRETE BLOCK 1 ANCHOR TYPE= E.D. T>•t51LE SHEAR TENSILF SAAR TENSILE: SHEAR TIEN51LE SHEAR TENSILE % AR TENSILE 5HEAR t/4' X I tr2' Asc,Hafts 2 . 1" NA NA 1 " 1" NA NA in 3 " NA NA (11:: ----i 3 " 1 " 1" NA NA 1 " 1 11 NA NA 1 " 111 NA NA E:C=c0s0twx=3- V4' 101A50NRY I V2 o- T 2" 12 11 Ai,, I I " 1 " 12" . 11 q" 11 10" L 11 1 ,1 6 ,11 311 1211 12" 12" II" 12" 10" 10" 11" 12" 811 8" 8" CM CALK-IN * SG Ml ANCHOR U6E0 lt.;1; 0 2" 11" 12" 8 11 8 .. q.. 10 " .. _ - 8 It 5 11 5 11 3 11 1 2 11 12" 1" II" 11 12" 8 " c1 '' e ,'' 1 1 11 6 .1 1 " • AL90 1040PiN AS EXF'AN61C44 ANGt OR PVI /4-20 X I' TRUSS MAO MACHINE E30LT. WQOP APPLICATIONS TYPE D1A. Th iILE BAR TENSILE %EAR ,111" V4-20 hr ° V4-20 }^400P f1 KT i^t1TH WCH114E 13OLT. !V4' I2" 11" 12" 811 • FOR 191.5 PSP 12£916N LOAD, SPACE ALL FOR 200 PSP DESIGN LOAD, SPACE ALL FOR 240 PSI' D1+916N LOAD, SPACE ALL • ALL HOOD f A..ME -5 TO HAVE A MINIT -VM Et,G65E DISTANGt? OF 2 I/2' HARDAARE AT 6' O.G. HARDAARE AT S' O.G. EXGE:PT NAIL -INS TO BE SPACED 4 1/4' Q. H?,RD`i^iARE AT 5' O.G. EXCEPT NAIL -I145 TO ESE SPACED 4' 04. HAfi7AARE SHt7ULS PRODUCT RENEWED ACCEPTANCE Na 1 OS /A • 0 V EXPIRATION loft S 4 , `E . PRODI CIfONIItOL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMP WITH THE SOUTH EORIDA BU G CODE DAT U s %/ • 112 6 BY PRODUCT C TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO966 Monsour 3 EX19TINh C.139 r.: . AIIbLL TO WALL N.ALL. MOUNT EGTION ERA.56 Y4001) INERT WITH 1/4-20 X 1' MAC-14I1E DOLT 12' O.G. TG4' A.N1, I1' O G, BOTTOM A146LE TO WALL V'ALL MOUNT 51rGTION 1/4' X1 V2' NA1L -IN AN 440129 OR 1/4' X 2 V4' 1445r?I + y DORZY45 AT 12' 04. TOP ARP 11' O.G. E30TTOM. MAX. PANE. HT. • 199" 1/4' X 1 V2' NAIL •IN A1 1' 04. 2X2X VS' STW A1161.E P P SAl�111_Y F'L'C P. E.X1911N6 G436 EXISTI146 Yi,ov grist - rtve CON11NUOU5 'h' hand& 2 X 2 X V8' SiVDD MOLE E3RA 99 HOOP IN°_ERT WITH V4-20 X 1' MA+GHIte t30LT 6' O.G. PANEL TO ANGLE CONT. tr.A1OVR. V4' -20 N+SWT 6 I/4' 0.G. PANLi TO MOLE MAX PANEL SPAN a '14'. GI:ILING /IN5I1 MOUNT V4' -20 11411 6 1/4' 04. V4' X2V4' MASONRY OGRFAS 12' O.G. 2X2XV8' ANGLE ( SILL ) V4' -20 Y'(N6 UT 6 1/2' 04. V4' X 2 V4' MASON Y SGf '1/5 12' 0.G. GIrILINO /IN5I1 MOUNT 1/4' X 1 I/2' NAIL -IN A140410 R5 1' O.G. OREXPANSION ANCHORS hill/4-20 X i' �_ TF�USS 4 .D MAC4411E F 0LT3 6' O.G. C lT111.10U 2X5XV8'MOLE MAXIMA-4 TOP AND E30TT01-1. l/4' -20 MAI.MiNE'. E30LT ANDtn 12' O .. SEP.Ff om GLASS ealEVVLE MIN. 91/2' r V4' -20 Wi!!+611.1T 6 V2' O.G. 117' 1 MAX. PANS HT. a 101' 2 X 2 X 1/8' Ati6L1w V4' -20 NJrC•H111E E30LT ANC> NUT 12' 04. TYP)GAL TOP t E30TTOM CONT111tOUS 2 X 5 X VS' A11SLE TO far :delve SILL MOLE. 1/4' X 1 1/2' NAIL -IN ,1 HORS 1' 04. OR EPANSION , HOR8 /W4-20 X 1' TP.LS MAD MA.GHIT 130L.15 6' O.G. 13UIL17 OUT MOUNT NALL MOUNT SEGTION C.0147 HEAVER WMTI 1/4' X 1 1/2' NAIL -IN ANCHORS 6' O.G MAX PANEL SPAN a '14'_ V4-20 X I' PRIYE -IN S1'1.1/8 W/WI N&N1T 6 V4' O.G. DIRECT MOUNT S ALK -IN MACU4INE GR ^I ANOHOR V1/ I/4-20 X 1' MACHNE 30RE ( 6' 0.G. ALK-N MACHINE S .PPl'4 ANOtIOR Y•V 1/4-20 X 1" MAGHIM SGRE41 6' Ot . PRODUCT RENEWED ACCEPTANCENa. g4 EXPL- TIONpATE A ,; I By FRODUC- ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE C0N1111JOUS 2' X 2'X1.'8' SILL AV6LE W1114 1/4' X 1 1/2' NAJL -I1!+i AI S 6' 04. APPROVED AS C' P LNG WITH THE SOUTH FLO DING CODE p / DAT i if/A BY � PRODUCT ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9c "iY 1 1.OZ REYISWNS 6/12M6 1/3/16 :,or. .tea — :� 'TYPICAL PANEL SECTION X 3' 2.000' _ 1265' VARIOUS ANGLES STUDDED ANGLE 2,063' 1265' W00' y 1.265' 1913' I/4' -20 X 8/4' 18-8 STAINLESS SZEEL. KN)RLPD STUDS 6 V4' 04. 12.5' 2' h (.010 SNALL) NINGNUT 2' "h" HEADER "u" HEADER • .116' L.L65 MAY FLARE OVT TO EASILY R CEIVg STORM PANELS. ... ^ -- - r -^••- -' �-__.. ....�.�.- ,....._.._ r. . ru—' - - : mow..■•....- - --,r- -- ,m�c.s -.,, � V.,rT •.... --•. ,r r.rr,.v n qxaic.'+r .010 ALUMINUM STORM PANELS ALLOY 3105- 14 E*5I61 CRITERIA 6•E1c'ERAL NOTES: TNiS ALL141104 5TOR14 5T0 14 PANEL 15 DESIbNf12 FOR COASTAL. t HON COASTAL ZONE VIAL/21145. ALL AL L11411-1.44 EXTRU510145 TO 13E ALLAY 6063 -T6 OR FOLJAL. STORM PArela WALL SE ALLOY .010 3405 -1114 ALUMINJM OR nOVAL 5150014 OR I~?t30rv4ED. THE STCez 4 PA14<3. WITTER MAY ee N6TALLEI2 YERTICALLT vre HORIZONTALLY, IN ACGORDAIY.E ro IGETAAA.ED -f l9{GATIONS 1-1MEIN. e Di:STANCE SPEGIPIGATION TAME APPLIES TO HEADER AND SILL APPLICATIONS ONLY. ANCHORAGE Or' Tie 511)1 IER. SYSTL'■1 TO GONGRI+T!` GK MASONARY SHALL. CONSIST OF 1/4' DIA. X 1 V4' NAIL -IN ANCHORS 1/4' -20 MACHIre 5CRE71 AND EXPO LION ANCHORS, 114' X 2 V4' MASONRY %REA ANC4HOR5, V4' -20 X I' TRUSS, HEAD MACHINE SOUS, 1/4' -20 X 4/16' 13RA% INSERT WITH V4-20 X 1' MACHINE VOLTS, USED IN COMBINATION /11T11 V4' -20 M?.lHI %Rao rum I/4-20 ht/T5 AND WASHERS, V4' -20 }IAN IMP NINO NJTS, KEYHOLE /"1 5f ERS AND KNURLS, STOPS. SPACINS AS INDICATED ON THIS DRAMS. AW.1 SHAD_ PR.YIPE A MINIMUM OF 1 V4' EMBEDMENT INTO TI• MA50NARY. BRMGK A`1D /012 GOriCRETE. ANOHOR 1 -lNSTH MAY VARY TO ACHIEVE Tie PROPER M EDke1tT. INCHO AC TO NCO, CONSTRUCTION SHALL_ FE 1/4-20 X 4/16' THREADED BRAS ADO? Itf,ERT /^011-1 1/4-20 X 1' TRUSS, HEAD MACHlie VOLT OR ANY OT1fZt DADS CGQ TY APPROVED PAST/ ALTERNATIVE Atic.H0R3 AND GONI TION5 ON SFEeT N0. 2 4 3. eAcH O>PENIN6 SHALL BEAR A PEKHANENT LADEL wor11Nb 'DADS COUNTY PRODUCT APPROVED' LOCATED IN EACH HEADER. WARNING TO OPteR OR TENANT LOCATED IN FE'AI fl STAT11i6 'STORM PANELS Y1111 NOT OfrePt HJRRIGANE PROTECTION UNL.P55 NI- V4-20 STITGHI146 RL=1NF°OR.GINfi 15 PROPERLY INSTALLED PORING WIND VE..OGITIM3 EXCM121144 15 M.P.H. WARNIN;ef AND LA3E1-9 MUST ALSO 8E PERMANENTLY PRINTED ON EACH STORM PANEL. pelo ea.rr PASTQnR C0?fi'ONENT3, r- PP=P ANCHOR VOLTS, THRPJ'►L 7 CONES OR METAL SHIELDS, NOT IN USE, MUST Bt: PROTECTED AGAINST GGRRO3ION, CONTAMINATION AND DAMAGE AT ALL TIMES. D 164 PRESSL.NE PA 11 bi FOR GESISN PRESSOR?. RAM THE CHART ON PACE 044 • 4. , RIFER TO COMPLIES WITH 50(/114 FLORIDA EVILDING CODES C- P..APTEX 23, PRODUCT RENEWE 5Cl.TIOP6 402.3 ADOPTION OP A5 1 -88, 2314.3 FATIGUE LOAD TE5TIN6, ACCEPTANCE Na `7 Q Q 5�) O 2915 IMPACT TESTS AND 1' 14 SOC. EXY ' T1O DATE LI 01 Oa- By WIND LOAD PER CHAPTER 23 OF 5 13.0. PRO ► . ' ►NTROL DIVISION PREfOUFE RECIAREMENT GALUJLAT'JONs MVST SL LRLDING CODE COMPLIANCE OMC PERFOt PER ASCE 1 -88 'MINIMA4 DE51614 LOADS FOR VIALDINb AND OTHER 51RUr TVP.F5' DEFLECTION - L.'50 0 )1/2' MAX ( POSITIVE LOAD ) APPROVED AS CO SOUTH FLORID DAT au* BY PROD Co WITH THE CODE ��// 19a ROC DIVISION BUILDING CODE COMPLIANCE OfFICE ACCEPTANCE NO - 0311.62. .CY3S!O 6/12/16 F 1/3/146 I U L S • 5 `\I 4.000 ) I / 2.00 -- - .125 - 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 5 X 1/8' / 2 X 6 X 1/8' IIIIIIIIMIIIIMMIL Li ii I I II. 711.1 : MIIIIIMIIIIE SIM 1 LIE" 111 11 WIR El man al FALIMINNI 11111 ONIMISSER MOM / 1/054 500 2.370 / 562 -•- -1.250 - .187 'PIP- 5 2.156 6463-T .050 TYP 1 1 I milli • I 2.582 29 1.896- T - .050 TYP • TRACK A / G(3-T6 F .160 E.208 t 1,314 U U \ F:09 . 672 I . 09 _J TRACK B 3.810 .094 / .935 / .078 .094 / / fTM CLIP / 6005 -T5 5.000 HEADER 6005 -T5 .203 / .672 2.594 5 m / .125 - .050J , TYP BOTTOM SLAT 6 -T6 / SLA -R FORMANCE CHARTS --.54 30 35 40 45 SHUT TER .200 2.570 /1 fA HUU. bLGit W/T / � ACK MULLION 6063 -T6 A CK A E SPAN SLATDI u VT 7111 111 5 0 55 60 65 70 75 WIOTH - INCHES SHUTTER WIDTH SINGLE SPANa / / m CO / 0 0 1 ii k • SLAT PERFORMANCE 1. THIS STRUCTURE IS DES1GNE PER THE SO RIDA BUILDING CODE 1994 EDITION FO E COUNTY. ALSO FOR WIND LOADS - PER ASCE 7 -88 CORRESPONDING LOADS. 2. DESIG` RIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL' LATEST EDITION. 3. ALL EXTRUSIONS SHALL BE ALLOYS AS SHOWN ON DETAILS. ' 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GWEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. N0. TTP -645, OR BE GALVANIZED. 5, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, / ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6, ALL BOLTS, NUTS AND WASHERS SHALL BE STAJNLESS STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL . 7. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE , TABLES AND GRAPHS PERTAINING TO THE EXPOSURE/ZONE. 8, SHUTTERS MAY BE MOTOR, TAPE PULLEY, OR GEAR DRIVEN. , 9, DESIGN CRITERIA: FOR MULTIPLE SPANS THE COMBINED MAX DEFLECTION , OF HEADER, STORM BARS AND SLATS S L/30 OR 2'. FOR MUUJONS MAX DEFLECTION < L/180. 10. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. CHART 60 70 80 30 100 SHUTTER WIDTH -IN / SHUTTER WIDTH $P TWO ANS - ( / 110 TWO SPANS 120 130 ANCHORS: EMBEDMENT. do EDGE DISTANCES SHOWN ARE BEYOND THE WALL. do FLOOR COVERING (STUCCO, TILES, ETC.) / / m SLAT PERFORMANCE / N / N m L 0 0 0 90 DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. FOR INSTALLATION DETAILS SEE SHEETS 1 THRU 5. FOR COMPONENT SIZES /SPANS /DESIGN LOAD RATING SEE SHEET 7 THRU 12. CHART ,,,, ,,,, 1111 ,,,, ,,,, .,,, 1111 ,,,, ,,,, 11 E SLA ACk L. 1 - • -Mt k w T03 . 100 110 120 130 140 SHUTTER WIDTH - INCHES SHUTTER WIDTH THREE SPANS THR ENGINEER: HUMAYOUN FAROOQ PE f 16557 N151 F.125 TYP / 1 X 3 STORM BA 6005 -T5 150 STORM- BAR R 3.000 _ 2.060 .532 ANS / / 160 APPROVED AS COMPLYING WITII THE SOIiTH FLORID " 'BU'LDING CODE Et _ PROM Cr' 'TROL DIV:S.ON BUILDING CODE nn OOCOM__PLL^IA //NCC'E iCE ACCEPTANCE N0,1.r1 PRODUCT RENEW AccL 1 T•.'CE No. 00- 0504 0 AATION DATE/ 4 Q' ODU CT CONTROL DI BUD IN CODE COMPLIAN In J W 0 1 • 1. sheet 1 of 12 5.000 4.060 [ .125 TYP .532 -.- 1 X 5 STORM BAR / 6005 -T5 1 .875 4.000 3.060 F.125 TYP 1 .532-L- 1 X 4 STORM BAR / 6005 -T5 Owl .875 5 0 Ct 0 v 0 0 rr 0 z V 3 T 0 0 P 5 0 it 0 O a ,a u o u MINIMUM SEPA // l(ATION REQD. FRO GLASS FOR INSTALLA11014S ABOVE 30 FT. OF,GGRADE DUE TO WINDiAD FOR INST T10NS UPTO 30 FT. 0 GRADE DUE TO LARGE MIS LE IMPACT OVERALL DEFLE ON + 1' 3 -1/4' FOR OVERALL DEF):ECT10N CALCULATION REFER TO SHEET 1 OF 12. NOTE NO PART A SKITTER SMALL BE UNDER 30' ABOVE E TO WANE LARGE MISSILE IMPACT REQUIRDAENT. 1/4' TAPCONS V/ 1 -1/4' BEDMENT • 2 EACH EN OF BOX r -m-- GLASS SEE SCH. FOR MIN. REQD. SEPARATION (TYP) 3/4' MIN', WALL MOUNTS SLATS TRACK NON STRUCTU 1' X 1 -1/2' ALUM ANGL ACCESS HOLE V/ PLUGS MAX SPAN SEE G J JIk3 D —D L SILL 1/8' - 3 ANCHOR • EQUALY SPAC —I,44Q 1 /4' TAPCONS FOR CHARTS REFERED ON DETAILS SEE SHEET 6, ANCHOR CHART TO USE TYPE CONC. 811( WOOD 3 1 REEL ANCHOR TYPE A E CHART TO USE _CONC 6 Bt) W000 3 4 1/4' X 1 -1/4' TAP, CONS 3 ANCHORS EQUA Y SPACED BUILD OUT TUBE /4' MIN, b. \/: - TUBE TO MATCH BUIL OUT NON STRUCTURAL SILL 1 -1/2 X 3 X 1/8' ALUM SILL FLASHING 1/4' X 1 -1/4' TAPCONS 3 ANCHORS EQUALY SPACED it 10 X 3/4' TEKS 2 12' O.C. UPTD 60 PSF 6` U. UPTO 150 PSF * 14 X 3/4' TEKS 2 5' O.C. UPTD 220 PSF ACCESS HOLE V/ PLUGS ,*10 X 3/4' TEKS 2 EACH END OF BOX ATTACHED TO BUILT -OUT TUBE ACCESS HOLE MAX SPAN E GRAPH SECTIO E 048 ALUM SHEET METAL, MIN. SLAT ENGAGEMENT INSIDE TRACK = 1 -1/4" 1- EA MINK f ACCESS IDLE 1/4' TAPCONS V/ 1 -1/4' EMBEDMENT 2 EACH END OF BOX ANCHOR C E CHART TO USE CO C. BLOCK WOOD - 2 INSIDE MOUNTS •D v SECTION C —C 1 x 2 X 1/8' ALUM. ANGLE F E SECTION F —F .v . ritVLU\, 1 ittal 114 yY L'A!) ACCEPTANCE No. OO - OSO / / O TION DATE D 3 By PR + + UCT CONTROL DIVISIO BUILDS 0 • +DE COMPLIANCE O APPROVED AS COMPLYING IYITH THE SOUTH FLORIDA BUILDING CODE DAT - -I'�-J 19 BY _ PRODUC C1 IROL DIViS :ON BUILDING CODE COMPLIANCE bTFICE ACCEPTANCE NOgg .D`I C l A Ill 8 A 8 C - 1 -1/4' MIN SEE SECTION E-E TYPICAL MAX SPAN SEE GRAPH 1 1/2 x 2 X 1/8' ALUM. ANGLE TYPICAL ELEVATION D E F CONDITIONS NOT COVERED BY DETAILS /SCHEDULES SHALL BE ENGINEERED ON JOB TO JOB BASIS. ANCHORS: EMBEDMENT do EDGE DISTANCES SHOWN ARE BEYOND THE WALL do FLOOR COVERING (STUCCO, TILES, ETC.) Ed = TYPICAL EDGE DISTANCE CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS) W000 = 5d FOR LESSER EDGE DISTANCES SEE SHEET 6 OF 12. O z z p D 0 O O a. 0 w Z r� O► >"'O O n- 9. cc) ct L z 3 � WN �.�.. C 0 0 0 ' 0 CI ' 0 0 v 0 L. •c -J J uJ w 0 rr r 2 z J J 0 N u) c0 w n: 0 O cr w w Z z w cn 0 0 0 r.1 a 0 CO a w 0 ~ i, 0 3 = 0 u, ✓ � co o, 1 , X a. drawing no. 94 -52 sheet 2 of 12 ANCHOR TYPE MAX SHUTTER AREA (FT) T^ 50 PSF 90 PSF 150 PSF 220 PSF 1/4' 0 TAPCONS CONC. 136.4 75 45 31 BLOCK 45 25 15 10 3/8' 4 RAWL BOLT CONC. 649 360 216 147 BLOCK 134.8 74.8 44.9 30.6 #14 S.M.S. WOOD 66.8 37.1 22.2 15.2 ANCHOR TYPE MAX SHUTTER AREA (FT Pd = 60 PSF 1/4' 0 CONC. 82.6 TAPCONS BLOCK 27.3 #14 S.M.S. WOOD 40.5 ALUM ' T' CLI STDRM BAR- --4-._ 4 : , STORM BAR — AS READ. 4 ,. MULTIPLE SPAN SECTION CEILING TO FLOOR MOUNTS ALUM 'T' CLIP STDRM BAR AS READ, ff REEL MULTIPLE SPAN PLAN HEADER NOT SHOWN 0 # 14 x 3/4' EKS- -- 2/ SIDE (TYV) ALUM ' T' CLI P STORM LUM ' T' CLI l-4- -- ALU TUBE CONT.-\ AS REQD. LUM TUBE CONT. TO MATCH BUILD -OUT ANCHORS MULTIPLE SECTION WA t TIDUNTS MULLION- - ALUM TUBE AS REQD. STDRM BAR T PRODUCT Rom w AS CC r•L1'o;o MTH THE $ t C C E P T A N C E No. OO' O50/ I O AT F RATION DATE ( 7 3 . iODJ' BY _ PRODUC ^UIID!NG PR (3) ANCH SEE SC * 10 X 3/4' TEKS 2 1 2' O. C. UPTO 60 PSF 2 9' 0. C. UPTO 90 PSF 2 6' O. C. UPTO 150 PSF # 14 X 3/4' TEKS 5' 0. C. UPTO 220 PSF UC1 •NTROL D • COMPLIANCt RS- A 1 SCHEDULE A Sh SHUTTER HEIGHT INCHES Sw SHUTTER W1DTH INCHES SOUTH FLORIDA. 3U LDAG CODE D NTROL DIM ON 0,MPLLANCE OFFICE END CASTING EXTEND LEG TO FIT INSIDE TRACK CONNECT TRACK TD CONC. W/ (2) 1/41 TAPCDNS NIP TRACK SHUTTER AREA =FT = sw 144 ALUM ALUM ' T' CLI P 8 14 x 2' TEKS 2/ SIDE • HEADER (2) 1/4 -20 THRU BOLT W/ NUT OR EQUAL MULLION /BUILT -OUT TUBE " D (2) ANCHORS' SEE SCH. B CONNECTION DETAIL SCHEDULE B ENGINEER: HUMAYOUN FARGOQ PE f 16557 JUN 15 1998 TYPICAL ELEVATION ALUM ' T' C. I 2 EACH END TRACK ALSO REFER TO HEADER CAPACITY GRAPH TO DECIDE THE SHUTTER AREA. ANCHORS FOR HEADER SHOULD NOT INTERFERE WITH TYPICAL TRACK ANCHORS 0 z p 0 t" U O Oa 0 N 't U w � Z n or o O a «2 O N Ls� W N I "z 'n PiLS 0 J w 0 w N 0 z J J 0 ( ) 0 v l! <1 ' 01 0 W 0 0 o 0 U. 0 0 o cc F w N 0 w � 3 g 0 v u. 0 0. 0 V) v v 0 0 0 MUWON CONNECTION TO FLOOR & CEILING NO. OF FASTENERS REQD. EACH SIDE MUWON SIZE FASTENER TYPE TOP BOTTOM CONC. WOOD CONC. WOOD 2X3X 1/8' A 3 - 2 - B 7 - 4 - C 3 -. 2 - E - 5 -2 D X 4 X 1T' A 3 - 3 — 8 9 - 6 - C 4 - 3 - E - 6 - 5 2 X 5 X 1/8' . 1/2' 0 KWIK BOLT 1 - 1 - 2 X 6 X 1/8" 1/2' 0 KWIK BOLT 2 - 1 - STORM BAR FLOOR /CDUNG CONNECTION NO. OF FASTENERS REQD. STORM BAR SIZE FASTENER TYPE CONC. WOOD 1 X 3 X 1/8' A 3 - D 3 - E - 6 1 X 4 X 1 /8' A 5 - D 5 - E - 9 1 X 5 X 1/8" A 7 - D 6 - E - - CUP ANGLE CONNECTION TO MUWON AND BUILT -OUT TUBE MUWON SIZE r 14 TEKS f REQD. EACH SIDE 2X3X 1/8' 2 X 4 X 1/8' 2 2 X 5 X 1/8' 3 2 X 6 X 1/8" 4 STORM BAR SIZE FASTENER TYPE BASE MATERIAL CONC. BLOCK WOOD 1 X 3 X 1 /8' A 2 4 - B 3 - - C 3 5 - D 2 3 - E - - 3 1 X 4 X 1 /8' A 2 6 - 8 5 - - C 5 7 - D 2 5 - E - - 5 1 X 5 X 1 /8' A 3 9 - B 6 - - C 6 9 - D 3 6 - E - - 6 BUILT -OUT TUBE CONNECTION TO WALL NO. OF ANCHORS REQD. 0 EACH MUWON MULUON SIZE ANCHOR TYPE TOP BOTTOM CONC. BLOCK WOOD CONC. BLOCK WOOD 2 X 3 X 1/8' A 2 6 - 2 4 - B 4 - - 3 - - C 5 6 - 3 4 - D 2 4 - 1 3 - E - - 4 - - 3 2 X 4 X 1 /8' A 3 8 - 2 6 - 8 6 - - 4 - - C 6 9 - 4 6 - D 3 6 - 2 4 - E - - 6 - - 4 2 X 5 X 1/8' A 4 - - 3 7 - B 8 - _ 5 _ _ C 8 - - 5 7• - D 4 8 - 2 5 - E - - 7 - - 5 2 X 6 X 1/8' A 5 - - 3 8 - 8 - - - 6 - - C - - - 6 8 • - D 4 - - 3 6 - E - - 9 - - 6 STORM BAR - RM BAR TRACK — 4 X 3/4' TEKS SI DE ALUM 'T' LIP STORM BAR CONDITIONS NOT COVERED BY DETAILS /SCHEDULES SHALL BE ENGINEERED ON JOB TO JOB BASIS SEE CH. 5 ENGINEER: HUMAYOUN FAR000 PE f 16557. N 15 198' y- NTROL DIVI C )'v1PUAN �I ANCHORS SEE SCH, 1 ANCHORS SEE SCH. 1 ALUM ' T' CLI P ALUM ' T' CLIP SCHEDULE 1 STORM BAR CONNECTION TO WALL NO. OF FASTENERS REQD. EACH SIDE TRACK ANCHORS SEE SCH. 2 SCHEDULE 2 ANCHORS SEE SCH. 2 STORM BAR CONNECTION STORM BAR CONNECTION TO WALL TO CEILING & FLOOR ALUM ' T' ST ALUM ' T 4' O 0 0 SCHEDULE 3 3 3 X 3/16' AL ANGLE • ' 2 E•CH SIDE • AS • EQD. • SEE DETAI r NCHORS RI GHT MULti OAl_ _C ECTI ON TO WALL SCHEDULE 4 SCHEDULE 5 4 TEKS • SCH. 5 TRPiCK ANCHORS BUILT -OUT TUBE SEE SCH. 3 3 X 3 X 3/16' ALUM ANGLE 2 EACH SIDE AS REQD. SEE SCHEDULE MULLI 3 X 3 X 3/16' — ALUM ANGLE 2 EACH SIDE AS READ. ANCHORS SEE SCH, 4 • ANCHORS SEE SCH. 4 MULLION CONNECTION TO CEILING & FLOOR APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODU T JUIL DIV:S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 19 iu ODUCT RENEW ANCE O IC TION DATE 0 J 1--- w 0 CC w 1- 2 U) 0 z J J 0 r i) c 0 N 5 0 C 0 0 C' 0 0 0 0 V ID 0 0 0 0 ` c drawing ' no. X --52 (sheet 4 of 12 ANCHOR TYPE A CHART TO USE SC BLOCK 1 w000 2 INSIDE MOUNTS Ed . SEE CHART ABOVE Ea. x 2 X 1/8' ALUM. ANGLE 1 -1/2 x 2 X 1/8' ALUM. ANGLE # 10 X 3/4' TEKS 2 12' D.C. UPTO 60 PSF 2 9' D.C. UPTO 90 PSF 2 6' D.C. UPTO 150 PSF # 14 X 3/4' TEKS 2 5' D.C. UPTO 220 PSF TYPICAL 1 x 2 X 1/8' ALUM. ANGLE 1 1/2 x 2 X 1/8' ALUM. ANGLE TRACK A &B, 1/8' ALUM POP RIVETS — 1/4 -20 FHPMS W/ NUTS STD OR ADJ. PIVOT 60nn 70nn 1111100.•/ .040 ALUM HOOD ALUM TUBE � 60nn 70nn 8?nn TRACK BEARING PLATE 42nn 1/8' ALUM POP RIVETS .040 ALUM FACE # 10 X 3/4' TEKS BOX DETAIL FOR CHARTS REFERED DN DETAILS SEE SHEET 6. Donn E CAP 7 0nn 7 1/4 -20 FHPMS W/ NUTS ALUM CAST END CAP # 10 X 3/4' TEKS to / By BUILD WALL MOUNTS ANCHOR TY E CHART TO USE CONC. 3 B 1 w000 1 -3/8' 1 ' Ee 2X2X1/8' 2X3X1/8' 2 X 4 X 1/8' 2X6X1/8' ALUM TUBE i I RACK A BUILT —OUT INSTALLATIONS • p .� SEE CHART RIGHT \ ..I � mi l/ ° • . 2 X 2 X 1/8' 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 6 X 1/8' ALUM TUBE TRACK B ANCHOR CHAR TO US 1111131• SEE CHART ABOVE -4 # 10 X 3/4' TEKS 2 12' D.C. UPTD 60 PSF ( UP • 9 - F 2- - 6` - C. U. UPTIO - t50 - # 14 X 3/4' TEKS 2 5' D.C. UPTO 220 PSF DPTI Ed TRACK A RODUCT RENEWE GINEER: HU•aYOUN FAR000 PE � 16557. ANCENc DO - O� O�. �p TION DATE 0 ,e,/ 206 P CON TROLD �y`�N • ' COM DE PLUAN FF10E ANCHOR TYPE CHART TO USE CONC, 6 SLACK w000 TRACK B OPTION 2 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY _ PRODUr CO TROL DIV!S:ON BUILDING CODE COMPLIANCE 0 ACCEPTANCE NO )6 1b • 2 0 O n J 1 J CC 0 0 0 3 1 0 rn X c 0 0 L r 0 0 0 draw n9 no. 94-52 sheet 5 of 12 FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING W THE FACTOR BELOW EDGE DIST. 12d- 3'10d- 2 -1/2' 8d -2" 6d- 1 -1/2" 5d =1 -1/4" FACTOR 1.00 0.86 0.71 0.57 0.50 EXAMPLE: FOR 3' L DIST. SPACING = 12' 0.C. (FROM CHART) FOR 2' EDGE DIST. SPACING = 12 X .71 = 8.5 0.C. N IS) IS) m CO LL " ln X m 1 w -4 Wm a � Z m w m H " w D CO 5. 35 40 45 MODU E HIDTH - IN. ANC OR CHART 4 W R DR L AN 1 53 55 63 65 73 75 8 HRORLAN4 IT T,,, TTIT Ill, c) 3 ANCHOR CHART 1 0 33 35 48 45 50 55 63 65 70 75 83 MODULE HIDTH - IN. IS) N W " 10 Ili IS) CC ry Z H m H " w D w ET) 33 35 m ANCHOR CHART 2 NRORLAN2 43 45 53 55 63 65 73 MODULE HIDT - IN. ANCHOR CHART 5 H Raft LANS OEN SP :c1 33 35 40 45 53 55 63 65 MODULE HIDTH - IN. TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4" NO REDUCTION FACTOR IS REQUIRED ANCHOR CHART 3 75 83 30 35 40 45 50 I55 63 65 70 75 83 MODULE IDTH - IN. 70 75 80 N IS) IS) CO LL - In am - w m - D 7" In a N Z C7 H Ul w 0 m IS) w a ANCHOR CHART 6 m Q T 33 35 43 45 53 55 63 65 70 75 80 MODULE HIDTH - IN. TYPICAL ANCHORS ANCHOR 0 = 1/4" TAPCON 1 -3/4' EMBEDMENT TO CONCRETE 1 -1/4' EMBEDMENT TO BLOCK ANCHOR ®= (14 S.M.S. W/ RAWL SCRU -LEAD INTO CONCRETE 1 -1/2' EMBEDMENT. ANCHOR ©= 1/4" x 1 -1/4' HILTT METAL HIT ANCHORS 1" EMBEDMENT TO CONCRETE OR BLOCK ANCHOR ©= 1/4' RAWL CALK-IN, STAR 'TAMPIN' OR EQUAL TOTAL. ANCHOR BODY INTO CONC. OR BLOCK ANCHOR ©= 114 S.M.S./.AG SCREWS INTO WOOD. (S.G.•• 0.47) 1 -1/2' MIN. PENETRATION. NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) STORM - BAR 01 IN MODULE WIDTH I • PRODUCT RENEWED ACCEPTANCE ND. 00 - 0 501.10 BAR F. 'IRAIION DATE © BY �.. P' OD CONTROL D1VI BUIL I CODE COMPLIANC'1 CB MODULE WIDTH SINGLE SPAN MODULE WIDTH ----4----- MODULE WIDTH — TYVO SPANS ZOO MODULE WIDTH THREE SPANS •••-k•-- MODULE WI DTH- MODULE WIDTH = SHUTTER WIDTH OF' SPANS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE_ L y BY _ PRODU 1 IROL DIV:S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO cg' 061h. DPI USE CHARTS 1 THRU 6 TO VERIFY ANCHOR REQUIREMENTS AND STRESS LIMITATIONS OF LOAD /SPAN COMBINATIONS. ENGINEER: HUMAYOUN FAROOQ PE f 16557 q J F— LU 0 cc N 0 Z J J O 0_ w N >Lij 00 vi 2 0 Z CA to Lit 1- uJ 3 0 v 0 v 0 ,c drawing ' no. 94 -52 cheat 6 0(12 BROWARD HURRICANE PANEL NC FT. LAUDERDALE, FL. 33309 Ta. 1 mcNAB ROAD NRORL MI - I • 11■11 II mums - =EN i NI man mos Nam =MAN WNW , M MINA 111111116. 1=1 ∎Iwo -1i=' 011// i MIA �i 5 - : i ce IU -__ i II� 1111 N IS) IS) m CO LL " ln X m 1 w -4 Wm a � Z m w m H " w D CO 5. 35 40 45 MODU E HIDTH - IN. ANC OR CHART 4 W R DR L AN 1 53 55 63 65 73 75 8 HRORLAN4 IT T,,, TTIT Ill, c) 3 ANCHOR CHART 1 0 33 35 48 45 50 55 63 65 70 75 83 MODULE HIDTH - IN. IS) N W " 10 Ili IS) CC ry Z H m H " w D w ET) 33 35 m ANCHOR CHART 2 NRORLAN2 43 45 53 55 63 65 73 MODULE HIDT - IN. ANCHOR CHART 5 H Raft LANS OEN SP :c1 33 35 40 45 53 55 63 65 MODULE HIDTH - IN. TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4" NO REDUCTION FACTOR IS REQUIRED ANCHOR CHART 3 75 83 30 35 40 45 50 I55 63 65 70 75 83 MODULE IDTH - IN. 70 75 80 N IS) IS) CO LL - In am - w m - D 7" In a N Z C7 H Ul w 0 m IS) w a ANCHOR CHART 6 m Q T 33 35 43 45 53 55 63 65 70 75 80 MODULE HIDTH - IN. TYPICAL ANCHORS ANCHOR 0 = 1/4" TAPCON 1 -3/4' EMBEDMENT TO CONCRETE 1 -1/4' EMBEDMENT TO BLOCK ANCHOR ®= (14 S.M.S. W/ RAWL SCRU -LEAD INTO CONCRETE 1 -1/2' EMBEDMENT. ANCHOR ©= 1/4" x 1 -1/4' HILTT METAL HIT ANCHORS 1" EMBEDMENT TO CONCRETE OR BLOCK ANCHOR ©= 1/4' RAWL CALK-IN, STAR 'TAMPIN' OR EQUAL TOTAL. ANCHOR BODY INTO CONC. OR BLOCK ANCHOR ©= 114 S.M.S./.AG SCREWS INTO WOOD. (S.G.•• 0.47) 1 -1/2' MIN. PENETRATION. NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) STORM - BAR 01 IN MODULE WIDTH I • PRODUCT RENEWED ACCEPTANCE ND. 00 - 0 501.10 BAR F. 'IRAIION DATE © BY �.. P' OD CONTROL D1VI BUIL I CODE COMPLIANC'1 CB MODULE WIDTH SINGLE SPAN MODULE WIDTH ----4----- MODULE WIDTH — TYVO SPANS ZOO MODULE WIDTH THREE SPANS •••-k•-- MODULE WI DTH- MODULE WIDTH = SHUTTER WIDTH OF' SPANS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE_ L y BY _ PRODU 1 IROL DIV:S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO cg' 061h. DPI USE CHARTS 1 THRU 6 TO VERIFY ANCHOR REQUIREMENTS AND STRESS LIMITATIONS OF LOAD /SPAN COMBINATIONS. ENGINEER: HUMAYOUN FAROOQ PE f 16557 q J F— LU 0 cc N 0 Z J J O 0_ w N >Lij 00 vi 2 0 Z CA to Lit 1- uJ 3 0 v 0 v 0 ,c drawing ' no. 94 -52 cheat 6 0(12 BROWARD HURRICANE PANEL NC FT. LAUDERDALE, FL. 33309 Ta. 1 mcNAB ROAD In W 3 W O_ Z H W 0 N N N TOP SUPPORT — TWO SPANS r N N m y m y CO N N ; WRHEAD2 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO .PANS TOP SUPPORT — THREE SPANS 1/‘ klIEL■ 4 11IMMI CININ ■"" ?,�� 11111111E945. Nom■ WRHEAD3 90 100 110 120 130 140 150 160, SHUTTER WIDTH - IN. - THREE SPANS 0 m WR DE N m L9 Z m Z O • m U N W ( J W W 0 CO THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT SEE SKETCH FOR REFERENCE t�7 60 SUPDF2 L. AT 10 PSF 90 TOP SUPPORT - TWO SPANS 70 80 90 100 110 120 130 SHUTTER - IN. - TWO SPANS TOP SUPPORT - THREE SPANS WRSUPOF3 DEFL. AT 10 PSF 44.404 AMMO /ANIMISM -t I 11 11 1111 111 1111 1111 1111 1111 1111 1111 111T 111 Fi11'1111 1111 100 110 120 SHUTTER - IN. 130 140 150 - THREE SPANS 160 HT STORM tot $ 111111111 STORM $ I_EI t••1 JINNI THREE SPANS NNW a TOP SUPPORT — TOP SUPPORT PRODUCT RENEWED AC T.PTANCEN0 O0 O 50/. / p By PR BUILDI UN 15 ATION DATE ENGINEER: HUMAYOUN FAROOG PE 1 16557 , ► UCT CONTROL DIVISI G C►DE COMPLIANCE 400 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA, BUILDING CODE D :1Tc BY PRGDU T C TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOag" 0616.M cj z zp F oa_ °W Of o � co w w vi c 0 N . 01 0 c 0 a 0 v v 0 - o 0 1111 drawing ' no. 94-52 (sheet 7 of 12 2 X 3 MULLION — SINGLE SPANS MEM MIME MINIM MM MI MI morn pramommmir"1.1 MUWON SHUTTER WIDTH—. 2X4CML81 MAX. DEFL. SPAN /180 2X3CMLD1 MAX. DEFL. SPAN /180 30 35 40 45 50 55 60 SHUTTER WIDTH - IN. - SINGLE SPANS SHUTTER WIDTH SINGLE SPANS 2 X 4 MULUON — SINGLE SPANS MEE MMO EMI MOO EMMEN — 1111 .6 " S} UTTER k Mil MN MEMO --_ __- ■1!l111SM 3 111■ 4 ■11111=5 1 111111M: 1111• ■":� -__ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 x 1 1 1 1 1 1 1 1 1 1 30 35 40 45 50 55 60 SHUTTER WIDTH - IN. - SINGLE SPANS m m s N ,m " CC Ln Nm w - d Z m H N m w� e m 2 X 3 MULLION — TWO SPANS MMEMMINIENNEMEM M--- 'M-- ■,-- -- .- - -MEMIIM,U--■E--- -. , -- . - ` - -.- -- .--■ `' -- ►EM- --MM -- ■ ---N. • IIIMMI ■OM-- MEMMOMMIIMMIN MM---IN. M----_. MMEMMEMINEMMEM MIIIMOIMMEMENEMM EWER MEMMEMMOM MMISIMMMEMMEMEIMM EMMUMMEMOMMEMM EMMIAMMEMMIPMMIME EMEEMMEEMMEMEN 2X3CMLO2 MN C. DEFL. SPAN / 180 mm a 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS STORM— BAR SHUTTER WIDTH MUWON —,— TWO SPANS 2 X 4 MUWON — TWO SPANS 2X4CMLD2 SHUTTER WIDTH 1, -- ■■'.■■■,1111.■■ a--EO---►11--- 1111-- ■111-- -\`1 -- MME MENMEMME M∎ -- „1111 ■`MINI ■►•M-E. g OI- - M- �-►E-■M► M-MUM SIMMEMMEMENEMM 1111111111MI 11151111111111 SMILISNMESSIMMIll LINEMEINAVIONITE MEMINMENMEMME MAX. DEFL. SPAN /180 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS STORM —•' BAR N N 2 X 3 MUWON — THREE SPANS mN \ 2X3CMLO3 m Nom m,--- 'ssimu - immennummium imummommonsmal mommegmmomms 1111 mum- ---mme misquommummno u-- o`mu -- t--nomm---umn oram . umR=rrml--- rompormammamm suansamosommea MUMMEMMEMEMMIN MENEEMMMEMENNO 1111-- - ME mM.EMBEII: 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS SHUTTER WIDTH MUWON -- MAX DEFL. SPAN /180 THREE SPAN 2 X 4 MUWON — THREE SPANS 2X4CML83 MAX. DEFL. SPAN /18 STORM — BAR 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS SHUTTER WIDTH ANCENo. T1ON DATE 114. OLD DU -o NTROL DW1 ODE COMPLIANC PROVED AS COMPLYING W TH T} I OUTH FLORIDA 6U!LDING CODE 1TE _ L.c LO 019311 !!t PRODUC C "TROL DIVSiON BUILDING CODE COMPLIANCE OFFIC ACCEPTANCE ND925'02 ENGINEER: HUMAYOUN FAROOQ PEI 16557 cd w z L7 Q 2 0 z PRODUCT RENEW] 1 z 0 N C 0 0 0 O 0 C z sheet 8 s. MINSUJOEMENNEMEN • of 12 U w "1 a a 0 o co N LA. N w 0 m 3 • m O -4 W - U 03 H (r) 0. 0 N m �m W 1 z � H W 00 0 2 X 5 MULUON — SINGLE SPANS 11■11 NI MIK MIMI= e .. 51 MI Mil 101-1. Nimomplimmisi HT 30 35 40 45 50 55 60 SHUTTER WIDTH - IN. - SINGLE SPANS MUWON SHUTTER WIDTH SHUTTER WIDTH 2X6CML01 MAX. DEFL. SPAN /180 SINGLE SPAN$ 2 X 6 MULLION — SINGLE SPANS iiN Emma ail �111�� ME 02 " —M-- 111111M1111111111 ∎ 08 - M—_ wipmemn .'1414114 IMMO" 1111117171771111 1 r 30 35 40 45 50 55 60 SHUTTER WIDTH - IN. - SINGLE SPANS m N m N m wr d 10 STORM — BAR 2 X 5 MULLION — TWO SPANS ,a EMI ,■■MEMEMM■■■■E 'aaaMEaMEaaaaa aaaaISaaaaEaaaa aaaa11aaaaa =aa Eaa\a� EMEM a ■ �aa► aMEaaaaua E■maaaa. INIM aaa MEMEMMEMONIMME EMEMEMMEMMEME maao - : m=ama_ a m ►- Baum \a_.ao maamaaaa MMEMENAEMEMS �. _ E J EWES_ NEE MEZMONENEENEME ■a WWWW0aMEaa aaaaaaMEMMEM =E 2X50ML02 MAX, DEFL SPAN /180 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - THO SPANS SHUTTER WIDTH MUWON— TWO SPANS 2 X 6 MULUON — TWO SPANS , ,mamma .�■■. EMMEMEMMEMMEMM INaaNEaaaMOaa MaEMaMEaaaa OM ■EMME aMaaa■■MM MaaaE.EaM\aaaaa MUMaaaaMM ►.Uaaa a\aaaINilmmENEMA MMEMMEIMMEM MEIMIN ENNE MMEMMINAM `o`m ∎iam'.mm•.a mum wsUmmuama`a wommelmmammamm mommazammmagnm aaaaaa`m mermn =WEE 2X6CML02 MAX. DEFL.•SPAN /180 60 70 80 90 100 110 SHUTTER WIDTH - IN. - TWO SHUTTER WIDTH 120 130 SPANS F R - DUG CONTROL DIVI BUILD 1 G E COMPLIANC STORM BAR PRODUCT RENEWE ACCEPTANNCEN0.O0-OSO /, 10 t9 TION DATE 1) 9- 461 4 200 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE- L_ BY PROOU T .r TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - 06 16 . Q1 m N D' 1 m w 0m w 1 z H Wm 0 CO W n H W D 2 X 5 MUWON — THREE SPANS ■ BEM a.OMM\ '� ► EaaE: aaaaa■ aEaaaOMMUMMaa aa►=aaEMEMMEMaa Maa Na'aaaaaaMaa EMMEMEMEMMEMMW MEMERNMEMMINNEM Maa NS` aaWEIMaaa IIIMMEMMUMMMEMM aoaa . umaammaam � �_ a,aomaar E ` Ea- M :a _Mraa mmummaimmammumm mama mmosummo aaaaaaaEINEENIIM ! 2X5CML03 MAX. DEFL. SPAN /180 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS 90 100 SHUTTER SHUTTER WIDTH MULUON — `~ 1. 110 120 130 WIDTH - IN. - THREE SPANS 2 X 6 MUWON — THREE SPANS 2X6CML03 aa;'aa AX . DEFL. SPAN / 180 ,aaNEMMEaaaaa aaaa■,a'aaaaa MMUMMEaMaaaa RIMINNEMMEMMEM WINIMMEMMEMMEM m am.iaaa_ aam mm►. _ _ Via: - aqua MAN\.;' �WIMMEMa MEND ME ENNEWM IMMINIIMMMENNMEN aaa MININE.MaNft STORM — � BAR 140 150 160 THREE SPANS SHUTTER WIDTH ENGINEER: HUM■YOUN FAROOQ PE f 16557 0 z 0 H � 0l a � z r7 r0 0 ° 0 . cc W N L M S 0 N 0 0 a 0 cc (0 a z V rn 0 r, J L - J a 0 0 0 O 3 � 0 v � a >- JD 0 0 drawing no. 94-52 sheet 9 of 12 I 1 I 1NI1 ' :.■■■■■■ D.■..■■..■■■■ smom ■■,'■■■ mg■►ri mumm■ I amm i lmum. v. sal IL. mgam ismagramstramL 10M9SAMMINknd _ CO N a m w rt a Z in H -4 w m 1 x N N WRSTB3X3 1 A..■■..■■■■■ E■ ►M■■M.M■■■ .■■■. 1111_ .■ ■ ■,EMEM■, �E' ,��EiIMMM�■■N ■\M■N►r■ME\■ NMEMEEMEME MEMENMEENNEE mmmememmmee m ∎ -MM E`■INE`■- MAKINN■ ■ENE■ IIIEMEMMIEMMEEME EMEMEMMEMME x 3 STORM BAR - TWO SPANS WRSTB3X2 60 715 80 90 100 110 20 130 SHUTTER WIDTH - IN. - TWO FANS 3 STORM BAR - THREE SPANS 90 100 1115 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS DEFL . AT 10 Pj■... ■■i■■■■■■►n■ A ■ ■ ■ ■ ■ ■ ■E irTO l�SM • 1111■ ■EMM _ A■■ ■■ ■■ mmum■gm m ■■■l►m■U.i■J•d■ /ii ■/Wi ■Oni/ pammummrsammo m O / %MINE %MMMM %/■ AIMMOMMINIMMEMS MNEMORESEMMEEM Anscialum Z H 3 U w J w 0 w STB1X302 o DEFL. AT 10 PSF N w 1 x 3 STORM BAR - TWO SPANS 60 70 80 90 100 110 120 130 SHUTTER - IN. - TWO SPANS 1 x 3 STORM BAR - THREE SPANS ,' 4a ■iui /■■ ■■■■■I ..■■Ii. ■■■I /u IJ /!� ,.•. MM .' IMOOM UI!! III / !111!1111!i NO0 mommemmimmummaings rum■■■■i■■■■■■ STB1.X303 90 100 1115 120 133 140 150 160 SHUTTER - IN. - THREE SPANS N N co THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE 1 x 4 STORM BAR - TWO SPANS MENEM NE ME I■■■E■■■E ■■■ W ■'■EM■■■_` MME NEEMMEMENNME ■ ■►e • ►mirm. ■■ ►�•. , .■..■■.m■ vow: ie►o.m■►e■ml ■ mess �'►. i■ae►■a meemmemeeemmee memmumememmmem ■■■en■ `mam ■■■■■ENEE MEN 60 715 80 99 100 WRSTB4X2 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS ACC EPTAN EXPIRATION DATE m 1 x 4 STORM BAR - THREE SPANS N N 0 a • m 1 m■mg■■mem■m ■■m ■►e■ee■■■m►. ■■■ .■..■.•. ■ .■■ .ens.. ■m.m ■ ■ ■.. ■,e■"■■"■■■m memmemmgememem m■a. m\m e■►mm■■ ►!L!F meem mew mm mmmmempimmumemm mmmumweEmmomwm memeemegmemies "Wm Emmiiiiimm_ ■■■\'■■.lrsm. \r ■■■A■■■r'mmmemm 1■■■■■■■EME WRSTB4X3 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS 3 WN J w 0 w n 1 x 4 STORM BAR - TWO SPANS PRODUCT RENEWED 0 PRC UCTCONTROL DIVISI r la BUILD! 'GEODE COMPLIANCE : STB1X402 DEFL. AT 10 PSF 60 70 80 90 100 110 120 SHUTTER - IN. - TW0 SPANS - 0501. I 1 200 130 APFRO'IED AS COMPLYING WITH THE SOUTH FLORIDA. HIDING CODE DAT BY _ PRODU T r ,TROL DIV!S!ON BUILDING CODE COMPLIANCE SFFICE ACCEPTANCE NOgg 1 9 x 4 STORM BAR - THREE SPANS 3191X403 DEFL. AT 10 PSF 111 1111 11 ■ ,iiiiiIIIIPfl lIIuuiuiiui wilimmgrommin 000640,01. Immommillare „�, , „ ,,, fir■ ,,,, ,,,, „ , 90 100 110 120 130 140 150 160 SHUTTER - IN. - TWEE SPANS STORM BAR STORM TWO SPANS Svc THREE SPANS 1w Z W M 1 O a a o ° 0 cc * W U cV w W CV M to 1 to J w 0 0 Z J J 0 0 t rn 0 a m a o Lh O 3 a J 0 0 � C 0 V 0 0 STB1X502 OEFL AT 10 PSF Epp BM 1 -Aid image ifiquim. 1 I 1 PI Li pogo", wino mos. ••00•I bl W1b ni T 0 nip i iiu! i IuIiiii p • • nn nn nn JiJjjIpf O T El t> B0 A 10 PSF Epp BM 1 -Aid image ifiquim. 1 I 1 PI Li pogo", wino mos. ••00•I bl W1b m jai ...EMEND N ".■ EIMMEEMM■■ N 1.".".1"■ • S ®'. .' .■, Ul 0 m • ,� lIMMIN ■■,■■■ „I '.■ ∎■., �■.', .'1 ■��� ■: EMIIIIIII \ \Ii iri • .a►� ELF . 'i111\11 MIMIll 111■1111WIIIMIIMINERI IIIIMPIENEMINNICAMMI o IMM 'MN MT NN WRSTBEX2 CC w w Wm C: N CL z w m H " U) W 0 N 1 N 07 C. x 5 STORM BAR — TWO SPANS ( 11111111111111111 1111 1111 1111 1111 11 (1 11 1111 ,,,� 1111 1111 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS x 5 STORM N N WRSTB5X3 BAR — THREE SPANS 111■i u , .■ \111111. ■,..' mmommommismom Immummorammimm sommencon Alm simmemmagommom mitursissummorm mailmagmmitonni mrommismumniam Bommi ��_ sm_.rm ...■'11.■ •111M „hil • •••••••• 90 100 118 120 130 140 160 160 SHUTTER WIDTH - IN. - THREE SPANS THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE 1 x 5 STORM BAR — THREE SPANS • z H O m U F- tS1 W J LL w I x 5 STORM BAR — TWO SPANS 60 70 88 90 100 110 120 130 SHUTTER - IN. - TWO SPANS 90 100 110 120 130 140 180 160 SHUTTER - IN. - THREE SPANS TWO SPANS THREE SPAN 1 PRODUCT RENEWED Dpe ACCEPTANCE Na DATE 0 710 BY PRO BUILDIN ENGINEER: HUVAYOUN FAR000 PE / 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE D:ATF L l-b 991 BY `� a _ �- PROEM r'.' <OL DiV:SON BUILDING CODE COMPLIANCE 0 Fit,, ACCEPTANCE NO,g61 07 1998 O - OSO/. O NTROL DWI E COMPLIANC (.7 z z 0 r' U r) O 0 O ° w O Qo o vi 114 LLTI N z • ( '-) 0 N 0 c iW J Q W 0 0_ 0 0 N D r 0 0 0 l(sheet 11 of 12)' STORM BAR LENGTH STORM BAR LENGTH TEL. 1-800-432-1803 FAX. 954-973-3928 SHUIIER WIDTH = Sw = 1N. NO. OF STORM BARS USED = N = SPAN CONDITION = N +1 = SHUTTER HEIGHT = Sh = IN. BOX HEIGHT = BOXh = IN. STORM BAR HEIGHT = BL = SH —BOXh = IN. TRACK WIDTH = Tw = IN. STEP SLAT 1 SLAT SPAN = Ls = (Sw — 2 * Tw) /(N + 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD AND SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES I FSS THAN ALLOWABLE 2 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN = R1 DEFLECTION OF SLAT = D1 = K * R1 — STORM BAR 3 FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUI1tR WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDFTION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES I FSS THAN ALLOWABLE TRY STORM BAR SIZE : 4 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE STORM BAR = R2 DEFLECTION OF STORM BAR = Db = K * R2 EFFECT ON SLATS = D2 = Db /2 — HEADER OF THERE IS NO HEADER SKIP STEPS 5 de 6.) 5 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUI1tR WIDTH, SHUIIER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES 1 FSS THAN ALLOWABLE. TRY HEADER SIZE: FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUIIER WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDFTON TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE. TRY HEADER SIZE: 6 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE HEADER = R3 DEFLECTION OF HEADER = Dh = K * R3 EFFECT ON SLATS = D3 = Dh /4 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE HEADER = R3 DEFLECTION OF HEADER = Dh = K * R3 EFFECT ON SLATS = D3 = Dh /4 — — 7 TOTAL DEFLECTION = D = D1 +D2 +D3 IN. TOTAL DEFLECTION = D = D1 +D2 +D3 IN. — Ls /3 0 L3/30 — SHUTTER WIDTH = Sw = 1N. NO. OF STORM BARS USED = N = SPAN CONDITON = N +1 = SHUTTER HEIGHT = Sh = IN. BOX HEIGHT = BOXh = IN. STORM BAR HEIGHT = BL = SH —BOXh = IN. TRACK WIDTH = Tw = IN. STEP SLAT 1 SLAT SPAN = Ls = (Sw — 2 * Tw) /(N + 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD AND SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES IFSS THAN ALLOWABLE 2 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN = R1 DEFLECTION OF SLAT = 01 = K • R1 — STORM BAR 3 FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUIIER WIDTH, SHUIIER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE TRY STORM BAR SIZE : 4 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE STORM BAR = R2 DEFLECTION OF STORM BAR = Db = K * R2 EFFECT ON SLATS = D2 = Db /2 — HEADER 5 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUIIER WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDFTON TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE. TRY HEADER SIZE: 6 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE HEADER = R3 DEFLECTION OF HEADER = Dh = K * R3 EFFECT ON SLATS = D3 = Dh /4 — 7 TOTAL DEFLECTION = D = D1 +D2 +D3 IN. — L3/30 — ASCE 7 -88: DESIGN LOAD = Pd = PSF MULTIPLIER FACTOR = K = Pd /10 = POSITIVE LOAD NOTES: 1. IF FOR NEGATNE LOAD D > Ls /30 OR IF FOR POSmVE LOAD D > Ls /30 OR 2". REPEAT ABOVE CALCULATIONS WFTH LARGER STORM BARS AND OR LARGER HEADER. 2. DIFFERENT SIZE STORM BARS /HEADERS MAY BE USED FOR POSFTIVE AND NEGATIVE LOADS. 3. USE ADDmONAL CALCULATION SHEETS FOR DIFFERENT SHUTTERS ON THE SAME JOB. ROLL SHUTTER OVERALL DEFLECTION CALCULATION SHEET ASCE 7 -88: DESIGN LOAD = Pd = PSF MULTIPUER FACTOR = K = Pd /10 = NOTE NO PART OF SHUHut SHN1 BE UNDER 10' ABOVE GRADE BUILD WAIVE URGE MISSILE IMPACT REAUIRD.ENT. NEGATIVE LOAD PRODUCT RENE 1;11R: HUMAOQQ , , . � PE / 16557 YOUN FAR 5? Fr .Odf 0 AS COMPLYING G WITH 1 MINIMUM SEPARATION REQD. FROM GLAS t1TTANCEN0._�0-4So( s01 TN FLORIDA BU LDfNC CODE FOR INSTALLATIONS FOR INSTALLATIONS 764 • 'N PATE 6J�* 3 4 aa. , ° IAL� LD ABOVE 30 FT. OF GRADE UPTO 30 FT. OF GRAD DUE TO WIND LOAD DUE TO LARGE MISSILE I _ • • • r r Turn DIVISION OVERALL DEFLECTION + 1' 3 - 1/4" IUD :' CON7ROL • BJI DING CODE COMPLIANCE OFF CODE COW' • r • AC(EPTANCE NU' N)161) FFICB BY 0 z J J 0 c N c 0 ' v L E v� 0 0 cr 0 z rn 0 J 0 o. 0 v 0 \ 0 drawing ' no. 94 -52 heet 12 of 12 - / 4.000 . \-t /--- 2.00 ii .125 ' 2 X 3 X 1/8' 2 X 4 X 1/8' 2X5X1/8' / 2 X 6 X 1/8' SLATD2 ■ ....... • 1 :1 1 k 2.600 62 1.054 .160 x .094 1.250 - / `.187 TYP -- 2.156 .050 TYP 2.582 .672 .109J TRACK B 6063 -T6 , ALUM P 6005 5 .094 .935 / .078 .094 / 5.000 HEADER / 6005 -T5 0 `f o J m Z 0 H m to w � 0 0 2.594 BOTTOM S 6063 -T6 .125 -•- i .050 TYP 2.470 .200 -' 2.570 / A• / • LATOS .h MULLION / 6063 -T6 SLAT PERFORMANCE CHAR - - SINCLE SP __--•161== __,_ ----- =' � _ 111111 -- - -_ . RUO. SLA ,__ ' MINIM MIMI lusiammpom LI Ems mom= im iNg. warm Eel -� -■a -um Esmimsim 30 35 40 45 50 55 60 65 70 75 TER WIDTH INCH :S SHUTTER WIDTH SINGLE SPANS / SLAT PERFORMANCE GENERAL NOTES 1. THIS RE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING 1994 EDFT1ON FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFET' FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM / CONSTRUCTION MANUAL' LATEST EDMON. 3. ALL EXTRUSIONS SHALL BE ALLOYS AS SHOWN ON DETAILS. ' . 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE / GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -845, OR BE GALVANIZED. - 5, ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. / ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. / 6. ALL BOLTS, NUTS AND WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL . 7. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WI1 1 T1iE TABLES AND GRAPHS PERTAINING TO THE EXPOSURE/ZONE. 8. SHUTTERS MAY BE MOTOR, TAPE PULLEY, OR GEAR DRIVEN. 9, DESIGN CRITERIA: FOR MULTIPLE SPANS THE COMBINED MAX DEFLECTION , OF HEADER, STORM BARS AND SLATS S L /30 OR 2'. FOR MULLIONS / MAX DEFLECTION < L/180. 10. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 1 X 5 STORM BAR 6005 -T5 TWO SPAt'1S / 5.000 4.060 CHART .125 TYP / i TWO SPANS .875 / 0 ' ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, TILES, ETC.) .532- 1 X 4 STORM BAR / 6005 -T5 / to SLAT PERFORMANCE / N M1 EXTRUO. sm. tM N 0 N st o_ m 0 N a 0 m z H m N w 0 m 4.000 3.060 .125 TIP ' DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. FOR INSTALLATION DETAILS SEE SHEETS 1 THRU 5. FOR COMPONENT SIZES /SPANS /DESIGN LOAD RATING SEE SHEET 7 THRU 12. 7 6005 -T5 CHART -- THREE SPANS - EXTRUO. - 100 10 120 130 40 15 160 ' SHUTTER WIDTH - INC ES STORM BAR SHUTTER WIDTH THREE SPANS �- 6PPQOV A ENGINEER: HUMAYOUN FAR000 PE # 16557 N151 3.000 .125 TYP SLATO3 ACK .532 S- C,Oi'tY1 'G WITH THE SOUTH FLORID " HIDING CODE D' TF - L �_ - -- 6t _�/ PRODU TROL DIV:S,01V BUILDING CODE COMPLIANCE i CE ACCEPTANCE NO 98' 0616.- 1?.l. PRODUCT RENEW ACC1i'Tr. ¶CE Na O0 050 0 IATION DATE _ILL ODUCT CONTROL DI BUII IN O CODE COMPLIAN ( V") J I- LL? 0 w 1 -- F-- N 0 "L J J 0 ( J 0 CC I- LaJ in 0 3 0 ,t d X 0 0 0 0 0 Z P m 0' P 3 0 0 4 W 1 drawing no. a 4-52 sheet 1 of 12 i 2.370 6463 -T5 2.954 1.896 - -- TYP f TRACK A 6063 -T6 •�- -1.745 - 1.208 SLATD2 ■ ....... O. el ii • " I gaiiin_ra 11: , IASI' LI ME on o ul .. masming mo____ Emmtstsmummulou nraim��.n,.. El name IBM I\MU■ MI, . IA IN B0 70 85 SH TTE.R oRM BAR - ► .- ' 0---- ' ipTH -100 - INfHES TI3 --12 13 SHUTTER WIDTH ►+� • 1 :1 1 k 2.600 62 1.054 .160 x .094 1.250 - / `.187 TYP -- 2.156 .050 TYP 2.582 .672 .109J TRACK B 6063 -T6 , ALUM P 6005 5 .094 .935 / .078 .094 / 5.000 HEADER / 6005 -T5 0 `f o J m Z 0 H m to w � 0 0 2.594 BOTTOM S 6063 -T6 .125 -•- i .050 TYP 2.470 .200 -' 2.570 / A• / • LATOS .h MULLION / 6063 -T6 SLAT PERFORMANCE CHAR - - SINCLE SP __--•161== __,_ ----- =' � _ 111111 -- - -_ . RUO. SLA ,__ ' MINIM MIMI lusiammpom LI Ems mom= im iNg. warm Eel -� -■a -um Esmimsim 30 35 40 45 50 55 60 65 70 75 TER WIDTH INCH :S SHUTTER WIDTH SINGLE SPANS / SLAT PERFORMANCE GENERAL NOTES 1. THIS RE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING 1994 EDFT1ON FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFET' FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM / CONSTRUCTION MANUAL' LATEST EDMON. 3. ALL EXTRUSIONS SHALL BE ALLOYS AS SHOWN ON DETAILS. ' . 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE / GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -845, OR BE GALVANIZED. - 5, ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. / ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. / 6. ALL BOLTS, NUTS AND WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL . 7. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WI1 1 T1iE TABLES AND GRAPHS PERTAINING TO THE EXPOSURE/ZONE. 8. SHUTTERS MAY BE MOTOR, TAPE PULLEY, OR GEAR DRIVEN. 9, DESIGN CRITERIA: FOR MULTIPLE SPANS THE COMBINED MAX DEFLECTION , OF HEADER, STORM BARS AND SLATS S L /30 OR 2'. FOR MULLIONS / MAX DEFLECTION < L/180. 10. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 1 X 5 STORM BAR 6005 -T5 TWO SPAt'1S / 5.000 4.060 CHART .125 TYP / i TWO SPANS .875 / 0 ' ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, TILES, ETC.) .532- 1 X 4 STORM BAR / 6005 -T5 / to SLAT PERFORMANCE / N M1 EXTRUO. sm. tM N 0 N st o_ m 0 N a 0 m z H m N w 0 m 4.000 3.060 .125 TIP ' DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. FOR INSTALLATION DETAILS SEE SHEETS 1 THRU 5. FOR COMPONENT SIZES /SPANS /DESIGN LOAD RATING SEE SHEET 7 THRU 12. 7 6005 -T5 CHART -- THREE SPANS - EXTRUO. - 100 10 120 130 40 15 160 ' SHUTTER WIDTH - INC ES STORM BAR SHUTTER WIDTH THREE SPANS �- 6PPQOV A ENGINEER: HUMAYOUN FAR000 PE # 16557 N151 3.000 .125 TYP SLATO3 ACK .532 S- C,Oi'tY1 'G WITH THE SOUTH FLORID " HIDING CODE D' TF - L �_ - -- 6t _�/ PRODU TROL DIV:S,01V BUILDING CODE COMPLIANCE i CE ACCEPTANCE NO 98' 0616.- 1?.l. PRODUCT RENEW ACC1i'Tr. ¶CE Na O0 050 0 IATION DATE _ILL ODUCT CONTROL DI BUII IN O CODE COMPLIAN ( V") J I- LL? 0 w 1 -- F-- N 0 "L J J 0 ( J 0 CC I- LaJ in 0 3 0 ,t d X 0 0 0 0 0 Z P m 0' P 3 0 0 4 W 1 drawing no. a 4-52 sheet 1 of 12 i 2.370 6463 -T5 2.954 1.896 - -- TYP f TRACK A 6063 -T6 •�- -1.745 - 1.208 MINIMUM 'EPARATION READ. FROM G SS FOR INST T10NS ABOVE 30 . OF GRADE DUE TO IND LOAD FOR INSTALLATIONS UPTO 30 FT. OF GRADE DUE TO LARGE MISSILE IMPACT OVERALL DFlECT10N + 1' 3 -1 /4' FOR OVER DEFLEC110N CALCULATION REFER TO SHEET 12 OF 12. NOTE NO ART OF SHUTTER SHALL BE UNDER 30' ABOVE GRADE TO WAKE LA/GE MISSILE IMPACT REQUIRE4ENT. 1/4' TAPCGNS ` V/ 1 -1/4' EMBEWEEN 2 EACH END OF .BOX �— GLASS /4' MIN', SEE SCH. FOR MIN. REQD. SEPARATION (TYP ANCHOR TYPE CHART TO USE I 1 ES BLOCK WOOD 1 WALL MOUNTS NON SILL 1' X 1-1/ ' X 1 /8' ALUM ANGLE 3 ANCH S EQUALY SPACED 1/4 X -1/4' TAPCGNS / FOR CHARTS REFERED ON DETAILS SEE \HEET 6, EEL 11/2' MIN v ^ 1 /4' 1/4' TAPCGNS 3 ANCHORS EQUALY SPACED BUILD OUT TUBE 3/4' MIN. T— ALUM TUBE TO MATCH BUILD -O $110 X 3/4' TEKS 2 EACH END OF BOX ATTACHED TO BUILT -OUT TU ACCESS HOLE .048 ALUM SHEET METAL NON STRUCTURAL SILL , - 1 -1/2 X 3 X 1/8' ALUM SILL FLASHING 1/4' X 1 -1/4' TAPCGNS 3 ANCHORS EQUALY SPACED S $T ON B — N 10 X 3/4' TEKS e12',UPTO6Q - SF ac. UPTO90PS CV' O.C; UPiU II 14 X 3/4' TEKS 2 5' O.C. UPTO 220 PSF GRAPH MIN. SLAT ENGAGEMENT INSIDE TRACK = 1 -1/4" 1 It1 MIt1JJ 1/4' TAPCGNS V/ 1 -1/4' EMBEDMENT 2 EACH END OF BOX ANCHOR TYPE CHART TO USE CONC, 5 BLOCK 1 WOOD, 2 Ea . F 1 'lf - U - 1f" INSIDE MOUNTS ,1 • • . • o • SECTI x 2 X 1/8' ALUM. ANGLE SECTION F —F riiuvut. i iU 1Ni.' ' Y i�11 ACCEPTANCE No. 00 0 SO /. 10 I• 8---- A A- B-.— c 11 F E ACCESS HOLE V/ UGS SPAN SEE GRAPH SECTION D —D. ANCHOR TYPE A CHART TO USE ACCESS HOLE V/ PLUGS MAX SPAN SE 11 ACCESS HOLE drawing no. 94-52 sheet 2 of 12 -- 1-1/4' MIN SEE SECTION E-E TYPICAL MAX SPAN SEE GRAPH 1 1/2 x 2 X 1/9' ALUM. ANGLE TION DATE OF By friiCA-4: PRo UCT,CON1ROLDIVISIO BUILD • 0 ► +DE COMPLIANCE 0 APPROVED AS COMPLYING WITH THE SOUTH FLORIDABWLDING CODE DAT BY _ PRODUC C 'TROL DIViS:OiN A UILDING CODE COMPLIANCE OFTICE CCEPTANCE NOgg . Y1 c TYPICAL ELEVATION N CDITIDNS NOT COVERED BY DE AILS /SCHEDULES SHALL BE ENGINEERED ON JOB TO JOB BASIS. 0 E F ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL do FLOOR COVERING (STUCCO, TILES, ETC.) Ed = TYPICAL EDGE DSTANCE CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS) W000 = 5d FOR LESSER EDGE DISTANCES SEE SHEET 6 OF 12. 1998 4. z z O � O U w z cy C3 0 cL -c0 a VS O z ul u� Ln (0 a: 0 0 w w 0 z w r-. c 0 N ' v 0 0 v 0 0 ANCHOR TYPE MAX SHUTTER AREA (FT 50 PSF 90 PSF 150 PSF 220 PSF 1/4' 0 TAPCONS CONC. 136.4 75 45 31 BLOCK 45 25 15 10 3/8" 0 RAWL BOLT CONC. 649 360 216 147 BLOCK 134.8 74.8 44.9 30.6 114 S.M.S. WOOD 66.8 37.1 22.2 15.2 ANCHOR TYPE MAX SHUTTER AREA (FT Pd = 60 PSF 1/4" 0 CONC. 82.6 TAPCONS BLOCK 27.3 /14 S.M.S. WOOD 40.5 MULTIPLE SPAN SECTION CEILING TO FLOOR MOUNTS STORM BAR — AS REQD. STORM BAR AS REQD. SEE SHEET 4 MULTIPLE SPAN PLAN HEADER NOT SHOWN 4 14 x 3/4' TEKS--- -- -� 2/ SIDE <TYP) . I ALUM ' T' CLI P ALUM TUBE CONT, ' AS REQD. : s. STORM BAR — — ALUM 'T' CLIF MULTIPLE SPAN SECTION WALL MOUNTS ALUM TUBE CON 1% TO MATCH BUILD -OUT MULL I — ALUM TUBE AS REQD. �% STORM BAR TRACK SLAT A PRODUCT +ENE%yEJ•P',;c'LD AS C('`:MA; .G W TH THE SOUiH FLORIDA 3ULDi1'G CODE . 1 4 :CEPTANCF_ No. QQ-050 / / O n _ RATION DATE � 31 00J' BY _ /. PRC U 4,NTROL ■QN PR >tUC1 • NI T ROLDIV S3 UiL -0'NG CODE COMPLIA NFFICE , i v :: ►'D, •11N2 C: • - 10Ef+CCEPTA!' ti 0.q I <3) AN HORS— SEE CH. A # 10 X 3/4' TEKS 2 12' 0. C, UPTO 60 PSF 2 9' O. C. UPTO 90 PSF 2 6' 0. C. UPTO 150 PSF # 14 X 3/4' TEKS 2 5' 0. C. UPTO 220 PSF a END CASTING EXTEND LEG TO FIT INS DE TRACK CONNECT TRACK TO CONC. W/ (2) 1/41 TAPCONS Sh = SHUIILR HOGHT INCHES Sw = SHUTTER WIDTH INCHES —ALUM ' T' I P <2) 1/4 -2 THRU BOLT W/ NUT a• EQUAL # 14 2' TEKS 2 SI DE SHUTTER AREA =FT = Sw 1 Sh 44 H' ADER ;• s (2) ;ANCHOR S E SCH. / TRACK MULLION /BUILT -OUT TUBE HEADER CONNECTION DETAIL. TYPICAL ELEVATION t UM ' T' CL P,.. 2 EACH END SCHEDULE B TRACK ALSO REFER TO HEADER CAPACITY GRAPH TO DECIDE THE SHUTTER AREA. ANCHORS FOR HEADER SHOULD NOT INTERFERE WITH TYPICAL TRACK ANCHORS ENGINEER: HUI,4AYOUN FAROOQ PE f 16557 JUN 15 1998 U Ct N .} w N. Z Y) rn o 0 0 O aN Ok Id �+ N 1 L� i CA O W N c 0 0 ' ( ) 0 0 0 BUILT -OUT TUBE CONNECTION TO WALL NO. OF ANCHORS REQD. 0 EACH MUWON MULUON SIZE ANCHOR TYPE TOP BOTTOM CONC. BLOCK WOOD CONC. BLOCK WOOD 2X3X 1/8' A 2 6 - 2 4 - 8 4 - - 3 - - C 5 6 - 3 4 - D 2 4 - 1 3 - E - - 4 - - 3 2 X 4 X 1 /8" A 3 8 - 2 6 - 3 6 - - 4 - - C 6 9 - 4 6 - D 3 6 - 2 4 - E - - 6 - - 4 2 X 5 X 1/8' A 4 - - 3 7 - 3 8 - - 5 - - C 8 - - 5 7• - D 4 8 - 2 5 - E - - 7 - - 5 2 X 6 X 1/8" A 5 - - 3 8 - 3 C - - - 6 8 • - D 4 - - 3 6 - E - - 9 - - 6 MUWON CONNECTION TO FLOOR & CEJUNG NO. OF FASTENERS REQD. EACH SIDE STORM BAR SIZE MUWON SIZE FASTENER TYPE TOP BOTTOM A CONC. WOOD CONC. WOOD 2X3X1/8' A 3 - 2 A - 3 7 - 4 E - C 3 -, 2 - - E - 5 - - 3 2 X 4 X 1/8 _ A 3 - 3 2 — 3 9 - 6 5 - C 4 - 3 B - E - 6 - 9 5 2 X 5 X 1/8' , 1/2' 0 KWIK BOLT 1 - 1 - - 2 X 6 X 1/8' 1/2' 0 KWIK BOLT 2 - 1 - STORM BAR FL00R /CEIUNG CONNECTION NO. OF FASTENERS REQD. STORM BAR SIZE FASIENER TYPE CONC. WOOD 1 X 3 X 1/8" A 3 - D 3 - E - 6 1 X 4 X 1/8" A 5 - D 5 - E - 9 1 X 5 X 1 /8' A 7 - D 6 - E - - CUP ANGLE CONNECTION TO MUWON AND BUILT -OUT TUBE BASE MATERIAL MUWON SIZE / 14 TENS f REQD. EACH SIDE 2 2 X 3 X 1/8' X 4 X 1/8' 2 2 X 5 X 1/8' 3 2 X 6 X 1 /8' 4 STORM BAR SIZE FASTENER TYPE BASE MATERIAL CONC. BLOCK WOOD 1 X 3 X 1/8' A 2 4 - 8 3 - - C 3 5 - D 2 3 - E - - 3 1 X 4 X 1/8' A 2 6 - B 5 - - C 5 7 - D 2 5 - E - - 5 1 X 5 X 1/8" A 3 9 - B 6 - - C 6 9 - D 3 6 - E - - 6 ANCHORS SEE SCH. 1 ALUM ` T' CLI P STORM BAR - -1---- ANCHORS SEE SCH. 1 SCHEDULE 1 STORM BAR CONNECTION TO WALL STORM BAR CONNECTION TO WALL NO. OF FASTENERS REQD. EACH 510E ANCHORS SEE SCH. 2 STORM BM CONNECTION TO CEILING & FLOOR SCHEDULE 2 ANCHORS SEE SCH. 2 ALUM ` T' CLI P L_H 0 4' 0 0 0 0 # 14 X T€ 2/ -ST 1DE - - -STO' BAR SCHEDULE 3 ALUM 'T' CLI MU ID 3 , 3 X 3/16 AL ANGLE • ' E CH SI DE • AS R .QD. A CHORS SEE DETAIL RIGHT'/ CONDITIONS NOT COVERED BY DETAILS /SCHEDULES SHALL BE ENGINEERED ON JOB TD JOB BASIS -- S EE SC 5 TRACK — SEE SCH. 5 MULbI qN CONNECTION SCHEDULE 4 SCHEDULE 5 ANCHI'S BUI 'T -OUT TUBE S SCH. 3 3 X 3 X 3/16' ALUM ANGLE 2 EACH SIDE AS READ. 3 X 3 X 3/16' — ALUM ANGLE 2 EACH SIDE AS READ, SEE SCHEDULE MULLI O MULLION CONNECTION TO CEILING & FLOOR ENGINEER: HUMAYOUN FA.R000 PE f 16557. N15 Y_ BU PRO LOIN ANCHORS SEE SCH. 4 ANCHORS SEE SCH, 4 APPROVED AS COMPLYING WITH THE SOUTH FLOR!DA BUILDING CODE DAT ` • 19 1u PRODU T DIV.S.ON (� BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.CM 06 I 6 •b 7 CT • NTROL DIVI COMPLIAN C C in 0 v f :FI 0 J 2 w 0 w 0 0 z J J O 04 0 0 0 z c 0 0 N T 0 0 PRODUCT RENEW ii AQ ZANCENc : , j c R TION DATE a X4%,4 �l• b6 1_ drawing ' no. 4--52 sheet 4 of 12 2 X 2 X 1/8' 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 6 X 1/8' ALUM TUBE TRACK A 2 X 2 X 1/8' 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 6 X 1/8' ALUM TUBE WALL MOUNTS BLOCK 1 ANCHOR CHART TO USE ABOVE — • TRACK B OPTION 1 TRACK A ENGINEER: HUMAYOUN FAROOQ D PE # 16557 drawing no. 94-52 sheet 5 of 12 ANCHOR TYPE A CHART TO USE BLOCK 1 CONC 5 W000 2 Ee . SEE CHART ABOVE Ed • 1 x 2 X 1/8' ALUM. ANGLE I 1 -1/2 x 2 X 1/8' ALUM. ANGLE # 10 X 3/4' TEKS 2 12' O.C. UPTO 60 PSF 2 9' O.C. UPTO 90 PSF 2 6' O.C. UPTO 150 PSF # 14 X 3/4' TEKS 2 5' O.C. UPTO 220 PSF TYPICAL 1 x 2 X 1/8' ALUM. ANGLE 11/2x2X1/8' ALUM. ANGLE TRACK A &B INSIDE MOUNTS 1/8' ALUM POP RIVETS — 1/4 -20 FHPMS W/ NUTS STD OR ADJ. PIVOT 6 O 70nn 1 1111°"/////// .040 ALUM HOOD ALUM TUBE � 60nn 70nn 87nn in .__ TRACK 1 -3/8' I NV • ° SEE CHART RIGHT 1/8' ALUM POP RIVETS DRIVE CAP 70nn !I .040 ALUM FACE BEARING PLATE 42rn # 10 X 3/4' TEKS BOX DETAIL FOR CHARTS REFERED ON DETAILS SEE SHEET 6. BUILT —OUT. INSTALLATIONS TRACK B s r o 1/4 -20 FHPMS W/ NUTS 0 /Q. ALUM CAST END CAP # 10 X 3/4' TEKS SEE CHAR ANCHOR TYPE CHART TO USE CQNC, 6 BLO W000 4 * 10 X 3/4' TEKS 2 12' O.C. UPTO 60 PSF PRO UC .0 RENEWE 11. C 2 •Q� - I50 - PSP - 14 X 3/4' ,E,1 CE No. OO - O SO /. /Q # 14 TEKS 2 5' O.C. UPTO 220 PSF ON DATE 0V%. 2- DQ,3 ANCHOR TYP E CHART TO USE _CONC. BLOCK W000 6 2 - - 1 -1/4'- TRACK B OPTION 2 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY _ PRODUr CO TROL DIVS;ON BUILDING CODE COMPLIANCE 0 ACCEPTANCE N0 S 1)6 V, • 02 0 O CD 0 O d w z ) n 0 � QOo co (I) 0 NI cc Lw N Z � ' Z M O W N v J I- LL! 0 1--'. F-- z J J O 0_ c 0 N 0 cc 0 c 0 v 0 0 FASTENER SPACIVG IN MASONRY CHARTS ARE BASED ON TYP CAL EDGE DISTANCE = 12d. FOR LESSER EDGE DIST CE DECREAS SPACING BY MULTIPLYING WITH THE FACTOR pELOW EDGE DIST. 12d- 3'10d -2 - 1/ ' 8d -2' 6d- 41 -1/2" 5d•1 -1/4' FACTOR 1.00 0.86 0.71 P.57 0.50 EXAMPLE: FOR 3' EDGE DIST. PACING = 1 0.C. (FROM CHART) FOR 2' EDGE DIST. ACING = 1 X .71 = 8.5 0.C. m w N m 0 ce IL / W a w� � N SRN Z m H " w 0 0 ANCHOR CHART 1 OR ANCHOR CHART 4 RORLAN1. 30 35 40 45 50 55 60 65 70 75 80. MODULE WIDTH - IN. 1111 1111 1111 1 W RCP LAN4 6 ANC OR SP• INC tigia MIEN MUNI Ill 1111 1111 1111 1111 30 35 40 45 50 55 60 65 70 75 80 MODULE WIDTH - IN. tP N It -a C m w Ul n re co z in 0 1 W W 0 10 to 10 m T I N N m 'D TYPICAL EDGE DISTANC NO REDUCTION FA ANCHOR CHART 2 DINIMEIE ougammum Isistammamm immommislow 1111 ITT 1 Till 1111 1111 1111 11 W RORLAN2 30 35 40 45 50 55 60 65 70 MODULE WIDTH - IN. ANCHOR CHART 5 75 80 1W RORLANS I11 1111 T111 11i1 1111 SP aClr G II 1111 1111 30 35 40 45 50 55 60 65 70 75 MODULE WIDTH - IN. 1 -1/4' OR IS REQUIRED IN WOO 80 10 10 INIMEM KM= NMI." MEM • 1 2 A __ �. ..■.,..•... NMI WRORLAN6 v 30 35 ANCHOR CHART 3 40 45 50 55 60 65 70 75 80 MODULE WIDTH - IN. TYPICAL ANCHORS ANCHOR 0 = 1/4' TAPCON 1 -3/4' EMBEDMENT TO CONCRETE 1 -1/4' EMBEDMENT TO BLOCK ANCHOR © = 114 S.M.S. W/ RAWL SCRU -LEAD INTO CONCRETE 1 -1/2' EMBEDMENT. ANCHOR© 1/4' x 1 -1/4' HILT1 METAL HFT ANCHORS 1" EMBEDMENT TO CONCRETE OR BLOCK ANCHOR ©= 1/4' RAM. CALJ < -IN, STAR 'TAMPIN' OR EQUAL TOTAL ANCHOR BODY INTO CONC. OR BLOCK ANCHOR ©= 114 S.M.S./LAG SCREWS INTO WOOD. (S.G.- 0.47) 1 -1/2' MIN. PENETRATION. NOTE: ANCHORS. USE FULL EMBEDMENT IN CONCRETE BEYOND THE C NERING (STUCCO, TILES, ETC.) • STORM BAR MODULE WI DTH -' PRODUCT RENEWED ACCEPTANCE No. 00 050/. / 0 MODULE WIDTH SINGLE SPANS STORM - MODULE WIDTH THREE SPANS MODULE WIDTH = sIHUIItR WIDTH # OF SPANS APFROVCD AS COMPLYING WITH THE SOUTH FLOFID,A BUILDING CODE DAT BY PROM TROL DIV:S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.9g D(ib • D� USE CHARTS 1 THRU 6 TO VERIFY ANCHOR REQUIREMENTS AND STRESS LIMITATIONS OF LOAD /SPAN COMBINATIONS. ENGINEER: HUMAYOUN FAROOQ PE 1 16557 E 'IRATION DATE 0 AN& 14 °--- 3 BY P' OD CONTROL D1VI eN BUIL t D' CODE COMPLIANC CS MODULE WI DTH - MODUL I DTH- rr11 ,, U CV N 0 W J 1— W 0 0 z J J O 0 1 n n .n OM X 0 M, O . O .- m Z • J (-1 • a , 2 O v CY 0 1 0 N 0 w W� o 3 c 0 a 0 v 0 0 0 v 0 l drawing ' no. 94 -52 d(1 8 0(12 ) WRORLAN3 -i. � �� • 1 ��!'il ink 11111111AMMMIIII 1, ' \ mama PIAIIIIMIIIM. MIMI I IOIIIIIL 4' 50 55 60 .5 70 75 8 MOO E WIDTH - 11 N . A 1 Lino nLiAPT b' 30 35 •II m w N m 0 ce IL / W a w� � N SRN Z m H " w 0 0 ANCHOR CHART 1 OR ANCHOR CHART 4 RORLAN1. 30 35 40 45 50 55 60 65 70 75 80. MODULE WIDTH - IN. 1111 1111 1111 1 W RCP LAN4 6 ANC OR SP• INC tigia MIEN MUNI Ill 1111 1111 1111 1111 30 35 40 45 50 55 60 65 70 75 80 MODULE WIDTH - IN. tP N It -a C m w Ul n re co z in 0 1 W W 0 10 to 10 m T I N N m 'D TYPICAL EDGE DISTANC NO REDUCTION FA ANCHOR CHART 2 DINIMEIE ougammum Isistammamm immommislow 1111 ITT 1 Till 1111 1111 1111 11 W RORLAN2 30 35 40 45 50 55 60 65 70 MODULE WIDTH - IN. ANCHOR CHART 5 75 80 1W RORLANS I11 1111 T111 11i1 1111 SP aClr G II 1111 1111 30 35 40 45 50 55 60 65 70 75 MODULE WIDTH - IN. 1 -1/4' OR IS REQUIRED IN WOO 80 10 10 INIMEM KM= NMI." MEM • 1 2 A __ �. ..■.,..•... NMI WRORLAN6 v 30 35 ANCHOR CHART 3 40 45 50 55 60 65 70 75 80 MODULE WIDTH - IN. TYPICAL ANCHORS ANCHOR 0 = 1/4' TAPCON 1 -3/4' EMBEDMENT TO CONCRETE 1 -1/4' EMBEDMENT TO BLOCK ANCHOR © = 114 S.M.S. W/ RAWL SCRU -LEAD INTO CONCRETE 1 -1/2' EMBEDMENT. ANCHOR© 1/4' x 1 -1/4' HILT1 METAL HFT ANCHORS 1" EMBEDMENT TO CONCRETE OR BLOCK ANCHOR ©= 1/4' RAM. CALJ < -IN, STAR 'TAMPIN' OR EQUAL TOTAL ANCHOR BODY INTO CONC. OR BLOCK ANCHOR ©= 114 S.M.S./LAG SCREWS INTO WOOD. (S.G.- 0.47) 1 -1/2' MIN. PENETRATION. NOTE: ANCHORS. USE FULL EMBEDMENT IN CONCRETE BEYOND THE C NERING (STUCCO, TILES, ETC.) • STORM BAR MODULE WI DTH -' PRODUCT RENEWED ACCEPTANCE No. 00 050/. / 0 MODULE WIDTH SINGLE SPANS STORM - MODULE WIDTH THREE SPANS MODULE WIDTH = sIHUIItR WIDTH # OF SPANS APFROVCD AS COMPLYING WITH THE SOUTH FLOFID,A BUILDING CODE DAT BY PROM TROL DIV:S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.9g D(ib • D� USE CHARTS 1 THRU 6 TO VERIFY ANCHOR REQUIREMENTS AND STRESS LIMITATIONS OF LOAD /SPAN COMBINATIONS. ENGINEER: HUMAYOUN FAROOQ PE 1 16557 E 'IRATION DATE 0 AN& 14 °--- 3 BY P' OD CONTROL D1VI eN BUIL t D' CODE COMPLIANC CS MODULE WI DTH - MODUL I DTH- rr11 ,, U CV N 0 W J 1— W 0 0 z J J O 0 1 n n .n OM X 0 M, O . O .- m Z • J (-1 • a , 2 O v CY 0 1 0 N 0 w W� o 3 c 0 a 0 v 0 0 0 v 0 l drawing ' no. 94 -52 d(1 8 0(12 ) 1 61k4‘ am:: Llammow, LVIIMINEIR IN4M111110111e. , `" MentkiNSURL u II tor ormsar:ce ,,,.i m`n' Illiti.an. IN I,\���� 4 r S 0 ANS N 1C •u i WRHEAFJ3,■■ 90 100 110 120 SHUTTER WIDTH - 130 IN. - HREE 7. W AN S 11 e • i.\ HT _t _I I1 1 co ►i 1 1 li 1 1 1 1 1 • N N d » CO .7- N CO CC m 01 CC RI • tsi a z� H H U7 w D � .0 TOP SUPPORT - TWO SPANS 60 70 82 90 100 110 SHUTTER T OTH - IN. - TWO TOP SUPPORT - THREE SPANS 30 0 CO N WRSUPDF2 DEFL. AT 10 PSF S ilill ; 1 1 MEM Opp MIN MOOF, 'AMON" MORIAMMOOMMO N Z t9 CO N 19 • H 0 z -4 ❑ U N w • � ti • w D i9 90 TOP SUPPORT - TWO SPANS TOP SUPPORT - WRSUPDF3 DEFL AT 10 PSF THREE SPANS mu la wiv . rprommimm iiii11111 100 110 120 130 140 150 SHUTTER - IN. - THREE SPANS R 60 70 80 90 100 110 120 130 SHUTTER - IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT SEE SKETCH FOR REFERENCE 160 STORM AR STORM i ifc DIRE HREE SPANS TOP ; UPPORT TOP UPPORT ACCEPTANCE No. DO'OSO By PR BUILD! UN 15 PRODUCT RENEWED TION DATE ENGINEER: HUYAYOUN FAR000 PE # 16557 UCT CONTROL DIVISI DE COMPLIANCE 400 E APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE���I� 1L2_ BY 1 _� PROOL' T C - ',TP,OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NDgg" 061b.b 7 z z U fl 0 O a U w r` Fn 8 z O -J ¢ a0 t V�o� z (� to 0 0 ZCNI to C vi 0 I1 0 D 0 0 a 0 xj w 20 NO w J 3< 0 'l • •r 0 (sheet 7 0112 2 X 3 MULUON — SINGLE SPANS M` EN MIME mik, impiam MI =TALMO '"•41M 1 r 1 r, I 2X3CML01 MAX. OEFL. SPAN /180 30 35 40 45 50 55 60 SHUTTER WIDTH - IN. - SINGLE SPANS MUWON SHUTTER WIDTH — SHUTTER WIDTH SINGLE SPANS 2 X 4 MULUON — SINGLE SPANS illilii MEM SF UTTER WWI 1112. MISMI. 1111111M111, I_ I MN � _ � — 2X4CML01 MAX. DEFL. SPAN /180 30 35 40 45 50 55 60 SHUTTER WIDTH - IN. - SINGLE SPANS N 2 X 3 MULUON — TWO SPANS ■ ■■IEM■MBINEM ■ MMERNMMIMMEMME MMEMIME■ ■ME■ ■■ ■M ■■ ■M1I■ ■■ ■ E ■■IE■■■■MMEMMM MMENVIIIMMWOMMWM MEMEMMEMMENOMM ■■I ■ M MEMMEMMEMMEMME EMMOOMMUMEMMME MMEMMMEMMEMEME ■�M ■M.•_. ■■■ ■ -M -. ■■ -`EM MM ■M i■M`MMEMM MMIONAMMMMEJNIUME morioximmirwanaratemaz ■■■Mrr MIME ■ 2X3CMLO2 MAX. DEFL. SPAN /180 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS STORM . BAR SHUTTER WIDTH MUWON TWO SPANS 2 X 4 MUWON — TWO SPANS 2X4CML02 SHUTTER WIDTH 60 70 80 90 100 110 120 SHUTTER WIDTH WIDTH - IN. - TWO SPANS D STORM - m N 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS SHUTTER WIDTH N N m co 2 X 3 MULUON — THREE SPANS MUWON -0 - 2X3CML03 MAX DEFL. SPAN /180 THREE SPAN$ 2 X 4 MUWON — THREE SPANS 2X4CML03 MAX. ❑EFL . SPAN / 181, STORM BAR SHUTTER WIDTH - PRODUCT RENEW] ANCE TION DATE Q ; ■ \1■ EMIT ' M ■■�. i■IM!!' ■ ■� ■■ 1u• ■ ■►� ►1■1 ■ ■■ r MMERMINESOMM E ■ , ■11 111 ■ME ■■ 1!x!1■ E1■■■■ MI ■■ I ■ ■■NE_ ■ MMEMEMPOMMIMIN ■■_ a ramm rr :111 mirammummmmems ■. ■■■111■■1._ ■, • P 8 A 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS P UILD BY V D U s IN TROLDWT ODE COMPLIANC 1-5- 8- a PPROVED AS COMPLYING WITH TI OUTH FLORIDA 3U!LDING CODE ATE . _I.!_L.(�_�Q 1987 RODUC C "TROL DIVSiON IJILDiNG CODE COMPLIANCE OFF CCEPTANCE NOgg' &;'I6. ENGINEER: HUMAYOUN FARO04 PE 1 16557 z o o W 0 0 O 0 Iz 3 O w z ;MO w W N 1 LIn _� t, M O 0 Z N J J V v 0 . 0 0 v drawing no. 94-52 sheet 8 of 1 2 m R V) a 1 m • " lY 0 N • " Ce a Z U CO H 0 m w � 0 2 X 5 MULLION — SINGLE SPANS MEMMIMM NMI ___ -- _ -- 1■11 mum _■ 8 .. SI M1 IMO MIN MO ■■ MM mi g._ 2X5CML01 MAX. DEFL. SPAN /180 HT 30 35 40 45 50 55 60 SHUTTER WIDTH - IN. - SINGLE SPANS MUWON SHUTTER WIDTH — SINGLE SPANS SHUTTER WIDTH 2 X 6 MULLION — SINGLE SPANS -- ,► c i — __ 2 EOM MEM MI E., MIMINIMI MIZIWMIIMM MILIGNIMI __ m1 02" MINIMMIII IMMMMIIMEIN 2X6CML01 MAX. DEFL. SPAN /180 1 1 1 T I 1 1 1 T 1 1 1 1 1 1 1 T 1 1 1 1 1 1 1 1 1 ! 30 35 40 45 50 55 60 SHUTTER WIDTH - IN. - SINGLE SPANS N W a ' N 0 0 Ulm a- � z 0 w O N m N N • 1 , M■■MM■.,■...■ EMINEMEMEMMEM MEMINNININEWM EMMEMOMMEMMEM mEmmolmmummEm mmomm . ■■'\ ■ m .u■'\ 11►\ ■■mu , m.■.. - m-_ ■r-.■■ -►- -�' - sum - — ummeammummumm marnmsammomm ME MOMMENEEMME .0 1111ri1E :'M 67 c) 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS M BAR 2 X 5 MULUON — TWO SPANS SHUTTER WIDTH MUWON — �� 2X5CML❑2 MAX. DEFL SPAN /180 TWO SPANS 2 X 6 MULUON — TWO SPANS SHUTTER WIDTH ■■.■■■■.MMI ■ M,M.QEMM.■' ■ ■.■'.■■■■■, • EMMOIMMEMMEMMOM MEMEMUNEMMEMEM MEMMEMEMEMEMEM EUMEMEMERMUMEM mammumWamummum wmgmammommum MEMNSMISSEMEMEM MENEMMEMEMEMOM EWE MMINEMMEMEM mammismommumms mmassamommmman MMENOMMENMENME MMIIIMMMIIMMIIMMUNIM MIMITM 2X6CMLD2 MAX. DEFL . 'SPAN /180 60 70 80 90 SHUTTER WIDTH - 100 110 120 130 IN. - TWO SPANS ST BA PRODUCT RENEW EN 1 � ACCEPTANCEN0. 00 OSOI, /O TION DATE B . By` R BUILD DUG G APPROVED AS COMPLYING WITH SOUTH FLORIDA BUILDING CODE DATE_ . _L._ BY _ PRODUC • ' ROL DIV!S10N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO, - V0 WNIROL DIVI E COMPLIANC SHUTTER WIDTH N N w H N w O THE cv 2 X 5 MUWON — THREE SPANS laaiia'ii•uii ammammmommomm 11111111111111 mmulemommommu ■■`.■■'' ■■�.' ,■■ a ■. ■■ _'■ ■,\ mo , ■.at■ _ �.;1 gym _ . u■� • isa . mbm. _•i■mua mu tom_ ommmor lumnftstimmilmmall 11111:11111MIN 2X5CMLD3 MAX. DEFL. SPAN /180 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS MULUON THREE SPAN$ 2 X 6 MUWON — THREE SPANS ■'. ,. 2X6CML 03 ■■MEM MAX. DEFL. SPAN /180 ,.■' .W■ ' 'M. EMEMEMEMMEMMEM EMMENMEMMINEMM minus mmu1m►\■ millemenem . ........... .... MEMAWEEMMEMEN MEMEMMEEMMEMEM ■••EE••ME 90 100 110 120 130 SHUTTER WIDTH - IN. - STOR — SHUTTER WIDTH 140 150 160 THREE SPANS ENGINEER: HUMAYOUN FAROOQ PE t 16557 --JUN-1 6 0 O tY 0.. 0 W 0 a 0 ( J iti c 0 w ♦i g. 1 drawing no. 94-52 sheet 9 of 12 11 am m w m o a � - w CC N d o z H w x 3 STORM BAR - TWO SPANS • ■.11..■■■■■■ ■MM ■ ■E ■ ■ ■ ■■ MaNUMMUMENNUM o\ 1►r■ ►. ■■EN■ EMEMMEggimMENE ONWMENOMMIIME NeMIIIMEMMWM 11 ..11M2L1ft.11 111111.. WRST83X2 60 70 8. 90 100 110 120 130 SHUTTER N OTH - IN. - TWO B ANS m 1 x 3 STORM BAR - THREE SPANS WRST83X3 m N . 1111111 a s■■ • ■kou■■iu1■■ W 1111111111111 3 't 11111,1111111 W N ■1 1■ ■►r■■NE\■ a .. MEME_ ■o►M■■M\_ H m 1111111111111 o m,m moss.. m_i • R MFAMMUMEMMEME _ ■ ■ ■ii1- 11SNMM .1 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - HREE SPANS 1 x 3 STORM BAR - TWO SPANS to 5781X302 2 °EFL AT 10 PS : Jammu:. ■■■■■■ ■IidI U ■ ■ ■ ■ ■ ■ M EMET0 • 1111 ,.■ .,■■ H ■ ■ ■ ■/4 ■■I� _:� ■■ ■■ r % ■oar■ Vi LJ W priMINAMOMPRIMMIN m O /Mr /EMMINMEMIM OPMMOMMONIMEME empoommEmommem A:111 1611441 11 11m6 60 70 80 90 100 110 120 130 SHUTTER - IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE 1 x 3 STORM BAR - THREE SPANS ST81X303 to DEFL. AT 10 PSF /, ■i.1 %■■ m ■■■■■I mmomp. H I■■I// mplo I OMMIIMMUMMO %. ,..•,;I,•'r:,, J m iiiINIMMO .■i • i:O •• MI•I ••• r mommissmoNsmo _ 90 100 110 120 130 140 150 160 SHUTTER - IN. - TWEE SPANS 0 1 x 4 STORM BAR - TWO SPANS ■■■■■■ , ■■i ■momma, ■ ■r1■■■ ■■■■■u■ m■„i■■■ i ■MO1� �■ ■ ■►1■ '�` EIIM ■► ■ ■■ '.'s \■N!M!! MMEM■E ■ � ■ UMW WE■■M , ■■► im► . m■ ■. _■ _■ mammennammemm ■s,,ism..s. mm _ _ \rte ' iEN_ EE IIIIMMENSWEENEEN WRSTB4X2 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS ACCEPTANCE No m 1 x 4 STORM BAR� - THREE SPANS N '■.'■■■_\®■■■,N 1■M■M■■■■■■■■■ N ■►E■ ■,111„1■■ ■■.■Mom■■■.•■■ ,NNE. ■UMM■■1U_ ■ " ,M■■■"N■■N M■NM■oM■■■►� \■i ■■ = . N\► ■E \ \m■■ � �_ � ■ss■ .��1■ N. ■E11 ■m m ■.om■�.•�ms_ m; ■■■■1s■1■m.■_m. ■immiu ■1-.ms■1 m WRSTB4X3 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS v H m 6 WN w 0 1 x 4 STORM BAR - TWO SPANS m II1lL T 0-11s■ Impapplum ■ ■i1 / ■ ■ ■Ii//iI !ii!:il!!iil grammealum 111111111111!! memmummirm-- 3T81X402 DEFL AT 10 PSF PRODUCT RENEWED 60 70 80 90 100 110 120 130 SHUTTER - IN. - T4 SPANS -0501.10 Zoo : << PR( r UCTCONiROL DIVIST • rL BUDI.'G ►aDECOMPLIANCE 4 oy EXPIRA DATE 1111111 1(„ APPROVED AS COMPLYING WITH THE SOUTH FLORIDA. BUILDING CODE DAT 4 00,4 19 BY PRODLI T r ,TROL DIV!S!ON BUILDING CODE COMPLIANCE •FFICE ACCEPTANCE NO.Qg -106 h� ' x 4 STORM BAR - THREE SPANS STB1X403 DEFL. AT 10 PSF 90 100 110 120 130 140 150 160 SHUTTER - IN. - THREE SPANS $ 111 M1 MIR I1111•I STORM BAR LO BAR TWO SPANS I' r THREE SPANS ►l� 1 .. 1 ! ra r v1 Q w 0 J J 0 rY T - 1. L1 raw,ng 94 -52 0 P U 0 0 I L n C Y) ' 0 Z to ) 0 a � a. m. ; 0 00 WD J J O Q v O •; 36ot 10 of 12)! STB1X5O2 OEFL AT 10 PSF MN NEON NE NE MN wp mm ma ma . LA por., 11 a Mil iiiii .. i ploprommoil NM ■ age d - woo 100--.01-mmm ----___ .........---mil wimm-fil uL NM ■ ! NEN mrsiopm .."_rmlimm._ N m om ........... lim 60 70 80 90 100 110 120 13 MI MN NEON NE NE MN wp mm ma ma an win a a MEN am ■MN ■'M NM ■ age d M MN uL NM ■ ! NEN ■ MN ■ AREN, ■M N 1 1 11T 1111 90 100 110 120 130 140 150 1E MENNEN= aap N a■ ■sue m.n ■ ■ ■ 1 ■ ■ ■■ NMI ■N 130 N ME■E■ 1111■ 140 150 i ■ ■ WRST86X3 90 100 110 120 STE31 X503 OEFL. AT 10 PSF ■.ei 11 111 11111 win n cvl��l win ' 11111 . ..."ri 1 1 11T 1111 90 100 110 120 130 140 150 1E CO U. Ln CL m W w - w1S1 CC N z 0 H In W ❑ CO tEl E ■I N■■EN■■NO ■ N e . a \ ■ ■ ►. ■■ NONM■NE®■►MI■■ I I NINNENNENINNN ■■E MENNE NNE ,■'.ME"■.,■■■ ,'. .. ■ ) ■ ,■■', NENEMMeMmENENN ONNENNENNENNEN ENN ME■►u■►-_ ■rn INNNEINNNiNEINNM klIMINNMAINE MEN ■', oiNEhEmE'.' ■■■■4 ■E■N■■NN ■■ ■ ■lmamm■■ra ■■■■■■■■■■■a ■r ma ■■ N■ WRSTB5X2 N 19 N z H H tn w ❑ m w N x 5 STORM BAR - TWO SPANS 11111 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS 1 x 5 STORM BAR - THREE SPANS SHUTTER WIDTH - IN. - THREE SPANS 0 u1 m z H z �m U W J 0 w m tsi I x 5 STORM BAR - TWO SPANS SHUTTER - IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE 1 x 5 STORM BAR - THREE SPANS SHUTTER - IN. - THREE SPANS 0 0 TWO SPANS THREE SPAN PRODUCT RENEWED ACCEPTANCE No. / - OSO /. 0 ' r • TIO DATE 9 1 BY 4td 1 PRO 1 UCT • NTROL DTVI ' BUILDIN • • • E COMPLIANC OJGINEER: HUMAYOUN FAROOQ PE f 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 9341 BY_ PRODUC r',' i0L DIV:SION BUILDING CODE COMPLIANCE / 01F t, ACCEPTANCE NO, - 061 / • t) 7 1998 to w 0 0_ w 0 0 z J J 0 0 o N L 01 0 Q 0 Ct-j CD Zw 04 1--- W n J J 0 J tnr- Q a L a 0 11 0 0 O draw n . no. 94 -52 I(aheet 11 of 12)1 BROWARD HURRICANE PANEL INC. STORM BAR LENGTH TEL. 1-800-432-1303 FAX. 954 W28 SHUTTER WIDTH = Sw = 1N. NO. OF STORM BARS USED = N = SPAN CONDITION = N +1 = SHUTTER HEIGHT = Sh = IN. BOX HEIGHT = BOXh = IN. STORM BAR HEIGHT = BL = SH -BOXh = IN. TRACK WIDTH = Tw = IN. STEP SLAT 1 SLAT SPAN = Ls = (Sw - 2 * Tw) /(N + 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD AND SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2'. AND STRESSES IFSS THAN ALLOWABLE 2 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN = R1 DEFLECTION OF SLAT = 01 = K * R1 — STORM BAR 3 FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES I FSS THAN ALLOWABLE TRY STORM BAR SIZE : 4 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE STORM BM = R2 DEFLECTION OF STORM BAR = Db = K * R2 EFFECT ON SLATS = D2 = Db /2 — HEADER OF THERE IS No HEADER SKIP STEPS 5 do 6.) 5 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUIIER WIDTH, SHUIIER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES I FSS THAN ALLOWABLE. TRY HEADER SIZE: FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE. TRY HEADER SIZE: 6 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE HEADER = R3 DEFLECTION OF HEADER = Dh = K • R3 EFFECT ON SLATS = D3 = Dh /4 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE HEADER = R3 • DEFLECTION OF HEADER = Dh = K • R3 EFFECT ON SLATS = D3 = Dh /4 — — 7 TOTAL DEFLECTION = D = D1 +D2 +D3 IN. TOTAL DEFLECTION = D = 01 +02 +03 IN. — Ls /30 Ls /30 — SHUTTER WIDTH = Sw = 1N. NO. OF STORM BARS USED = N = SPAN CONDfT10N = N +1 = SHUTTER HEIGHT = Sh = IN. BOX HEIGHT = BOXh = IN. STORM BAR HEIGHT = BL = SH -BOXh = IN. TRACK WIDTH = Tw = IN. STEP SLAT 1 SLAT SPAN = Ls = (Sw - 2 * Tw) /(N + 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD AND SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2'. AND STRESSES IFSS THAN ALLOWABLE 2 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN = R1 DEFLECTION OF SLAT = 01 = K * R1 — STORM BAR 3 FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUIIER WIDTH, SHUIIER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE TRY STORM BAR SIZE : 4 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE STORM BAR = R2 DEFLECTION OF STORM BAR = Db = K • R2 EFFECT ON SLATS = D2 = Db /2 — HEADER 5 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE. TRY HEADER SIZE: 6 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE HEADER = R3 • DEFLECTION OF HEADER = Dh = K • R3 EFFECT ON SLATS = D3 = Dh /4 — 7 TOTAL DEFLECTION = D = 01 +02 +03 IN. — Ls /30 — ASCE 7 -88: DESIGN LOAD = Pd = PSF MULTIPLIER FACTOR = K = Pd /10 = POSITIVE LOAD ROLL SHUTTER OVERALL DEFLECTION CALCULATION SHEET NOTES: 1. IF FOR NEGATIVE LOAD D > Ls /30 OR IF FOR POSITIVE LOAD D > Ls /30 OR 2'. REPEAT ABOVE CALCULATIONS WITH LARGER STORM BARS AND OR LARGER HEADER. 2. DIFFERENT SIZE STORM BARS /HEADERS MAY BE USED FOR POSETNE AND NEGATNE LOADS. 3. USE ADDMONAL CALCULATION SHEETS FOR DIFFERENT SHUTTERS ON THE SAME JOB. ASCE 7 -88: DESIGN LOAD = Pd = PSF MULTIPUER FACTOR = K = Pd /10 = MINIMUM SEPARATION REQD. FROM GIA- FOR INSTALLATIONS FOR INSTALLATIONS ABOVE 30 FT. OF GRADE UPTO 30 FT. OF GRAD DUE TO WIND LOAD DUE TO LARGE MISSILE OVERALL DEFLECTION + 1' 3 -1 /4' 'R NOTE NO PART OF SHUTTER SHALL SE UNDER 10' ABOVE GRADE BUILD WANE LARGE MISSILE IMPACT REQUIREMENT. • NEGATIVE LOAD PRODUCT RENE �CCtYi ANCENo. /0 - 050I N DATE 6 :/L��1/� 4 . 4 � • CONTROL. D N CODE COMP + S FFICE E f 165OUN FAROOQ SOt. BY 'OVED AS COMPLYING WITH 1 TH FLORIDA BUILDING CODE JUC C TROL DIVISION U BU! .DING CODE COMPLIANCE OFF ACCEPTANCE NO98 0) ( J 0 •> v C c 0 0 v 0 heat 12 of 12 0 I 1 • t 1 . • I I I 1 1 I I , I 1 ' 1 I I 1 1 1 I I, II 1 ----- -...„ _, -Z. i "" - ..7..' "'"-.. '''' -: ' '''' ,_ 9 " c.. A , kto) 3 ••, ALL 14,00 vA ,; C..ti.W.Js4 . 0114 Erk AS 1 rg•o. t•1OT A-gt.COLL)r 0"1 1A LVA1i, ; 17_,/cL Arta Jr' I.Kc_P O;.-' fo Ot4 UP•7.• M T >St:I:Ler t). =IT c)0 0 0 ALL P f- „ 1)(7:(. 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DATE 12 / /91'58 PAGE / OF 3 3 13 it r 1 A -- 5lc ' { - '', i3E �7Z r-1` S N o CA 5 -1 T r -VP- 4 , .,_ _ t I -- 4- ' "— ` _ - 4 - -' t 1 _ , 1, i i 1 1 , 1 1 t 1 1 f r ' 1 1 1 t 1 { 4 I --- t 1 =- tt_ r t t �c L_ 3; {3,» /1- 3r){..TS G 4; • ' 1 L L /nf Z. 1_ 'K `:$ :301. tAirYT 7 • vaoPo,3E1) ALU M1NAL SC Et( ENCLOSURE ko;t 1.b 0 ,:', . , r yl; ,s; asl� t e rt .. ::.t l **' y. p. a:. ice NOTE: TI: E ALUM1NALL SCREEN SECTION 13 1:AT !J. TED PAT No. 2,a17,16:1 MANUFA(.:!'URER;i ARE CAUTIONED AGAIPI3r INFRINGEMENT. EMENT. DODUB ►,I, PSIOFF,C't'I()1\I INi)t1s ,.f1r i, 20L1 NORI'Ii Wi.3Y MLUfI C ?f MIAMI, FLORI;,A C()►I;ULI'ING ENGINEER --- PAGE OF •11i Mil .'P•' • 10 .4. . -. - • . f s �. = : :L ,...••■•,..". --d 3 / L E3, � ST.fEL. TYP. • OerAIL A" ic -- d wore. goOp P4,4 N, E /_E VA /ON A -A ANC ELEVA7/0A/ a-e3 A.Y. 1"r'Y /e.4 A�vo D/Af.;.2AMA.4 7 /C , Sad A rrAc HHEp .9 ff &;? / 4vo f vATio v o' /N01V/O1.4AAL ti 06. 4 00 eye 801. T TNRU 2 x2',c g' CO. 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I5Y A /_UM.ALLOY 6063 -7 C N ALUM.4LLOY ra0 ( -Tro l9 .10 U ALLOWABLE SPAN MARK 0 -1 _. 6,_0,. !0 -2 5' -G" 0-4 4'-g" 0 -5 4'-o" 0.6 3=G" 0 - 7 3' WORK /AG STR/+°S.S - - ALL.UY GOG/ T6 Y. 3. __ __ _ _ __ - - - WORK /NG 5TR5_ 55 - _. __ - cONcREre 8 -1 '.o„ /2'-3" 8 -2 5 /2 =I4" 0-3 510" /3 5-4 _ ... ‘1"-G" 8 -5 4' -o" 8 -6 T 3' -6" 16 5-7 3'.0" 17.:4" c -/ G-'•o" C -2 5"-G" C -3 5' -0" C -5 4.0" 18'40" C -o 3:G" 20 __ / r _. C -7 3:0" 2/ - au MAX. S AA N / /5wo /5:4 /6 -O" / = /O" /7 :9 27:0" 282" 29 31=2" 33 =0" 35 =4" A L_VMINALL_ SCREEN ENCLO3URt 5 r 1' { - JQ1 N EER 8 A5,500 I A 5 G'�NSUC..I - ING NGINEF r 3 9 /ND /CATES T//E MAX /MUM ALLQW4 LE S/44f/ WIr // ,9,v /441_0o/4454e' ,SP4N 70 DEBT // RA T/0 OF so. `H / 6 ,- 8 2 3 , 0 ,. 26 = 0 " D/: - 510 . N CR /TER /.4 W /NO LOAD AL.G SC REEN SURF -Ac E3 / /ORIZO,VTA1. ;`l/�:QT _ . 10 PSF ALUM/NUM ALLAY 60G3 -TS U.3. 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