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500 NE 97 Steui/d,:n efLe: 45,A4Q aoor 2_ 9. Igor goof eon: QQ 2 nj gloor gopf ( Mean: q5. I ; ; , Eb6 1 r • , M1 2 eftOry ()game: Cori SSA C-ox S k.) €„ 9? ST fDSO A\ui J3# Ro — tAYS (9 Pent:ngs: I q c\ ' 1 7 1 04t. 809 Pfiv r Q ) r6 e l ) z r - . 1 > A r t o rt4 - j - e " ! : n rk 7 •`% • C) .090„ FLAT BAR ■ 2 3/8' P2 2' .050 VW. .030 AN. 3' VARIOUS DEGREE CORNER PAN CORNER PAN 7/8' 1 3/32' 3 7/32' C) I7 3 1/32' 2 1 /4' Ti® MOUNTING HOLES 12 1 /2' O.C. 11 29/32' CROSS SECTIONS 2 3/8' N Cu .093 0 VARIOUS TYPES OF F -TRACK NOT SHOWN 1 1 1/2' 3 7/32' 1 3/32' 7/8' 1 1/2' P3 7L /RAY .050 MI1✓. X c7 h 7/8' 1 3/32' 3 7/32' 1 3/32' VARIES O SPECIAL NET PANEL SECTION CD N ca 4 VARIES BLOCKING .125 STUD hLAY BE INTALLED 2,1 REVERSE DIRECTION TYPICAL r--- VARIES 3' MAX. .060 MIN. N .090 3 13/16' r ALL STUDS 3/8' ( r('. ) ALL ' T OO ANGLES STUDDED IN STUDDED -S 1 J SHORTER LEG ONLY LJr1� 1/4_20 X 3/4 la - sruvl ESS STEEL KNURLED STUDS 121/2"0.C. RET RR m APPLICA noes cw SHEETS 2 k 3 i-) 2' i 2' L3H - 1/8" MIN. 2' p 11 iu I1 "H ! 1 / 8' MIN ANCHOR MOUNTING HOLES LOCATED ON EITHER HORLZONTAL OR 4£RT7CAL LEG. 10 O AND O STUDDED ANGLE DETAIL 1/8" r 1 1/2" FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE COMPLIES WITH: S.F.B.C. 1994 EDITION FOR DADE COUNTY. SOUTH FLORIDA BUILDING CODE 2314.5 FATIGUE LOAD TEST /NC AND 2315 u.IPACT TESTS DESIGN CRITERIA: W1ND LOADS PER CHAPTER 23 OF S.F.B.C. PRESSURE REQUIREMENT CALCULATIONS MUST BE PERFORMED PER ASCE 7 -88 "MIN/MUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" GENERAL NOTES: ALL ALUMINUM EXTRUSIONS TO SE ALLOY 5063 -T6 OR EQUAL STORM PANELS SHALL BE: .050 5052 H -32 ALUMINUM OR EOLL2L sMOOTr1 OR EMBOSSED MTH A NOMINAL WIDTH OF 12 7/2' THE STORM PANEL SHUTTER MAY BE INSTALLED VER7CALLY OR HORIZONTALLY, IN ACCORDANCE TO THE DETAILED SPEC/f7CA7oN5 HEREIN. PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF THE FOLLOWING OR EQUAL WITH MINIMUM UL7MATE LOAD VALUES SHOWN 1/4 DLA. R4WL LOK /BOLT ANCHOR (SLEEVED DRIVE 'ANCHOR ) MIN TENSILE 11.90 - MIN. SHEAR 1520 - 1 1/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 1200 - 1/IN. SHEAR 1270 - 1 1/8 MIN. EMBED. IN MASONRY 1/4 -20 R4Y/L CALK -IN ANCHOR ( MACHINE SCREW ANCHOR) WITH 1/4 -20 BOLTS MIN. TENSILE 1870 - 1l /N. SHEAR 1730 - 7/8 MIN. EMBED. IN CONCRETE MIN. TENSILE 880 - MIN. SHEAR 1340 - 7/8 M /N. EMBED. IN MASONRY 1/4" PER /.G4 -SEAL TAPPER BY PAWL ( MASONRY SCRE'W'S VARIOUS HEAD TYPES ) MIN. TENSILE 1520 - 1 //N. SHEAR 1980 - 1 1/2" MEN. EMBED. IN CONCRETE MIN. TENSILE 880 - Il/N. SHEAR 1270 - 1 1/4" JA /N. EMBED. IN MASONRY 1/4" Z A / / A C N A / L I N BY P A W L (Z4.MAC HGMMER D R A P E S ) MIN. TENSILE 980 - ll/N. SHEAR 1400 - 1 3/8 Id IN. EMBED. IN CONCRETE MIN. TENSILE 730 - Li/N. SHEAR 1320 - 1 1/4" /1/N. EMBED. IN 1,uSONRY ANCHORAGE TO WOOD CONSTRUCTiON SHALL BE 1/4" .5 LAGS OR LARGER WITH 1" IN/N. THREAD PENETRA7ON, 1/4 -20 BRASS Y /000 BUSHINGS OR 1/4" E LCO PANEL MATES .47TH 1 7/8" MIN. THREAD PENETR.470N. REFER TO SHEETS 5,6 Ac 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMBEDMENTS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WfHSTAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. EACH PANEL SHALL BEAR A PERMANENT LABEL OR. STAMP SHOwiNG " METALTcCH, INC. HIALEAH. FL DADE COUNTY PRODUCT CONTROL APPROVED - WARNING TO OWNER OR TENANT LOCATED IN EACH HEADER OR ONE PANEL OF EACH OPENING, STATING - STORM PANELS WILL NOT OFF R HURRICANE PROTECTION UNLESS ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED. WHEN RECUR ED PERMANENT FASTENER COMPONENTS, EMBEDDED ANCHOR BOLTS THREADED CONES OR METAL SHIELDS, .NOT IN USE. MUST BE PROTECTED AGAINST CORROSION. CONTAMINATION AND DAMAGE AT ALL Ti/IE. P 1J'r O/ - 07id, °Og T:fillt t' )1J 1" ROBERT S. MONSOUR, PE EB- 0006024 e4T19 OIGI tO117G, nc riTLOTN'C) ObE COl , CF. (`1 T'T DATE BY PR C'. CJI'TROL DIV!S:OPI © •• CZ E CON1PLIANCEOFFICE (( 1 .050 APPROVED AS COMPLYING WITH PIE SOUTH FLO IDA BUILDING CODE RIVlsropr5 09/11/90 ■ pY sr V 0 Cr n s(P /✓RL1 /Rsu DI /10/9/1 S) /OHN 7 91100 1 r NOTE :* E.D. NOTE* DETAIL 1 OBSTRUCTION SEE ANCHOR SCHEDULE CONNECTION TYPE '13" .500 CO SEE ANCHOR SCHEDULE CONNECTION TYPE '0" FLOOR PLUG' /NO 14ACHIN£ SCREW ANCHOR 12' O.C. FULL 570RU PANEL (TYP.) HEADER or SILL CORNER PAN R n ANGLE KAY VARY (DC) ®0R0 HEADER or SILL DETAIL 5 SEE ANCHOR SCHEDULE 500 CONNECTION TYPE 'B" DETAIL 9 SP£CLAL PANEL CONFIGURATION AUY BE NEEDED FOR TRAPPED 1410THS. PANELS ACHY BE ADDED TO WITH A AGIXIMUM ADO -ON OF 3' FASTENED TO PANE BY THE USE OF /54 POP RNL7S 3 TUBULAR R/VZTS OR 10 -24 RU BOLTS 16" O.C. RETURN PAN VARKX0S SIZES N9TE:74- • • • R 19 FLANGE MAY BE REVERSED CO i I /4_2O THRU BOLT w/ LOCK MIT 12' O.C. OR OTHER HEADER Or SILL REFER TO THAT APPLICATION FOR PROPER CONNECTION TYPE CONTINUOUS BLOCKING 2 PIECES FASTEN TOGETHER W>TN /64 RNE7S OR /8 TECK SCREWS 12' O.C. 1/8 X 1 1/2 FLAT BAR DL!. STUDDED WITH W?NGMITS DETAIL 2 RE7URN PAW. ANGLE, TUBE OR *000 UUST BE USED ON ALL BUILD OUT CONDITIONS TO CLOSE OFF ENDS SLOTTED 1do..orn C 1,C.LE W Er USED P/ CENTER R(3 Cr PANEL, TYP FOR ALL SPE'Z'.AL PAN APPLICATIONS. PLAN VIEWS DETAIL 12 A, 8, C gt D SEE ANCHOR SCHEDULE CONNECTION TYPE "C' L HCADE7 or SC_L / Tr E.D.• - NOTE* 75 /8'wz 71.5 PSF MAXIMUM Cr SILL O AIAY BE INSTALLED IN REVERSE DIRECTION ORO CoImNuous BLOCKING J /16 ANGLE BOLTED TOGETHER rmx 1/4 -20 rriRU BOLT •Y/ LOCK NUT 6' O.C. USED AS HEADER OR SILL. 1 ' urn. SEE ANCHOR SCHEDULE CONNECTION TYPE "E' DETAIL 6 NOTE: OTE* 1 HEADER or SILL 114r BE INSTALLED IN REVERSE DIRECTION AS IN DETAIL 5 lTIICON NUOUS BLOCYT.:G R 19 3/16 ANGLE 1/4 -20 MASHItiE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4" MASONRY SCREW .3' O.C. 1,11N.- EDGE DISTANCE • .4 {E 0 .13; PQURED• CONCRETE ONLY ) AXNUN4 PANEL I iT 98". ' DETAIL 10 HEADG7 ON TOP SILL L ON BOTTOW FLOOR PLUG' AND /IACF4NE SCR£N ANCHOR 11 0.C. 1/4 -20 r .1/4 rovuRL£D STUDS WTTN WASHERC WINONLITS (TYP.) {° / j \INSIDE CLOSER PAN ASSEMBLY 1 I/4 -20 BOLL rf7>4 [COPKR (I CLER PAN IKNDL£ 6 /7404.1 /7404.1 BO T7C/ ��� OS C•E C ' SCE SEE ANCHOR SCHEDULE CONNECTION TYPE "A" DETAIL 3 CONTINUOUS BLOCKING R 19 3/15 ANGLE QPTIOHAL USE CF ! 8' ANGLE FOR PURPOSE OF Graworic 'ALL PANEL NOTCHED AT 90170E TO PASS oVD; STU0 AND R1N0NUr aN SILL (EACH S10r0 BOLTED TOGETHER :6I7H 1/4 -20 THRU BOLT w/ LOCK NUT 6' O.G USED AS HEADER OR SKL AGIXIMUM CAP BEThs S7ROM PANEL AND D.C.O. SHALL NOT EXCEED 1/4' AS VIEWED FROM FONT VIEW EADER or SILL NOTE:* 9" kL.IYTWA✓ ,LV_� Lv .• SEE 'ANCHOR SCHEDULE COIVECT)ON TYPE "c- DETAIL 4 80,C) HEADER or SILL {I^Y 1 MIN. SEE ANCHOR SCHEDULE CONNECTION TYPE "A" OR OTHER HEADER or SILL REFER TO THAT APPUCAi70/. FOR PROPER CONNECTION TT?E CONTINUOUS W0OD BLOCKING VARIOUS SIZES DETAIL 7 co .. - *7,,00w DR CCC' STDRI/ PANE/ 2 J/4 ' U.& NOTE* r HORIZONTAL INSTALLATION ELEVATION E.D.\ N KAY BE vE7r7C,ALLY OR H01-72 Ohl" AZ1 Y DETAIL 11 IT SHALL SE THE RESPONSIBILITY OF T7-FE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE. MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EOUAL TO /2 SOUTHERN PINE ;,7TH 0.55 SPECIFIC CRA'4TY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE : t~F; r:GIE:'• . S CO1dT'Ll'ING WITH THE r SOUT:1'.02 BU!LDING CODE rt�vi: ROBERT .. MONSOU •,' pE;' c; `': '` EB- 0006024 1.T1.7T ESti I11� I AG PIG 1'4AX19 P1 IMPACT STORM PANEL { T VERTICAL INSTALL4T1ON ELEVATION E0 CO SEE ANCHOR SCHEDULE CONNECTION TYPE "8" DETAIL 8 SEE %.NCHOR SCHEDULE CONNECTION TYPE "D" R O CONTINUOUS BLOCKING BOLTED TOGETHER µ11N 1/4 -20 THRU BOLT W/ LOCK NUT 12' O.C. ROCOVEWUOUS BLOCKING 1/4 - 20 r J/4 KNURLED STUDS µ11H WASHERED K7.vCNUTS 12 1/2 " 0.C. ( .) � i' �l _01 t0 (�Z • • c- 2Z ZCo BY _ . - 971121A PRODUCT G'0.•':•:" 0:` "S.0■t UIL01�C CCDE CO.irL•:.SCC ClfICE cION CCEPTANCE NO. 231:022$_0_q- v 0 v CD 0 • SLP / ✓'r1 /RSu 01/10/98 SHORN 98007 WIrt 2 .. 7 1/4 -20 FLOOR PLUG WITH MACHINE SCREW ANCHOR HEADER R 01? SILL CONCRETE OR MASONRY CONNECTION TYPE , E.D. ° • REFER TO DEFECTION CHART CUSS LTAL CH. sm. STORM PANEL-- CONNECTION M /N. 1/4 -20 FLOOD PLUG WITH 1/4 -20 BRASS WOOD BUSHING HEADER OR SILL INTO WOOD DETAIL 15 ' \ 0 DETAIL 19 NOTE: H or SILL �J /4' MIN. 1 1/4 MAX. SEE ANCHOR SCHEDULE CONNECTION TYPE "B" SERVE THRU V /INDOW - STORM PANEL THE METAL TECH STORM PANEL 1.1AY 3E INSTALLED Y/TTHOUT THE USE OF AN EXTRUDED HEADER OR SILL THE SHUTTER WY BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE OF ONE OR A COMBINATION OF DETAIL 13 NOTE:" 3/8" THRUBOLTS 9 1/2" 0.C. WITH 2X3X.125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48" 1 1/4" MAXIMUM WOOD COUNTER 1 1/4" MAX. THICKNESS COUNTER MAY BE MADE OF OTHER MATERIAL SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL ANCHORS 12" O.C. NO TEL tai £OT ' ' ;EO U ar SILL DETAIL 16 F EQ r 140 NOTE* 7 /4" PANEL MATE SCREW 157TH 14 -20 STUD HEAD . W1171 WASHERED WINCNUT HEADER OR SILL WOOD, CONCRETE OR MASONRY £ D, CONNECTION TYPE "A" 1 1/4 " PANEL MATE TH MACHINE SCR. W HEAD WITH 14 -20 SIDEWALK BOLT HEADER OR SILL WOOD. CONCRETE OR. MASONRY NOTE* NOT SEE ANCHOR SCHEDULE CONNECTION TYPE "C" E. 10 or® HEADER or SILL TE SCREWED OR BOLTED TOGETHER WTTU 1/4 -10 THRU BOLT W/ LOCK MIT 12" O.C. CONTINUOUS BLOCKING 19 R 1/4" ALE NC DETAIL 20 ADJUSTABLE HEADER OR SILL REM? TO DEFECTION CHART GLASS CON TION TYPE "A" r in or HEADER or SILL 1/4 -20 M4SHINE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4' MASONRY SCREW 4 O.C. 3" ALIN. EDGE DISTANCE POURED CONCRETE ONLY 59.5 PSF UAXR1IJM .1 PA1•EL HEIGHT 109" MAXMUM SEE ANCHOR SCHEDULE CONNECTION TYPE "A" DETAIL 17 PANEL SECURED WITH WA SHEETED W7I: CJ, STUCCO FINISH REFER TO NOTE: DEF CT10,1 CHART ?L12cx STORM PANEL ��cSTLCCO INS i ALLAVON IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEI.M MAY EE INTSALL INTO WOOD, CONCRETE, MASONRY. WHEN ANCHORING TO WOOD. THE WOOD MUST EE A MINIMUM, 2 X 4 EQUAL TO /2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE ROBERT ''5. M'ONSOUR. PE EB- 0006024 errs e1c� Otv,c n` 00R® " E .CONECTION TYPE "A" " 7. 7. l ,t7 . t - L • . : N OT 7F NOTE:* • COI' ECT}OII TYPE "A" DETAIL 14 H E,:DER cr S;LL • CLASS £0 _11 —y SEE ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 18 l��Agi"i'J1Vc:; =`,,, Pi-0-718,09 BY TvT'iTT '1f)"Q•:17i' OcT 7 -2, uo s:,- I,i�.1 ,T..:: r , ,- t-.)MTT it l APPP.3/ED AS CCMPLYRIG WITH THE SOUTH FLOP" 1U 9UILDII;G CODE DATE _ PECGUCI CO,a Div 5 ON BUILDING CODE CO PL.' CE OFFICE ACCE ?TANG[ No. g _s_ , 977,2`5 - a 7 7 7 OLVisioTTS 0`) /117)Il qv NV U I u S[P / JRI7 / RSu .. 7 01 r0 /9 SriONN 9(1007 3 DESIGN PRESSURE PANEL SPAN 44.40 723" 47.87 120" 57.23 177" 58.06 772" 67.47 1 70" 66.85 706" 77.46 702" 75.30 97" 81.45 90" 86.83 84" 97.44 80" PANEL HEIGHT' 0' -58' I ever 68 - -96' over 96 " -12J WALL MOUNT 2 5/8" 3 5/8" 4" INSIDE MOUNT 2 5/5 E 3 543 4 BUILD OUT ' 2 5/8" i 3 5/8" 4" PANEL HEIGHT' 0' -107" lover t07'-t23' V /ALL MOUNT 2 13/16" 3 3/16" INSIDE MOUNT 12 13/16 3 3/16 " BUILD OUT 1 2 13/16" 3 3/16" THE METAL TECH • STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. n 3 8 .050 ALUM HORIZONTAL BRACE STRAP HEADER AND SILL FRONT 'Ew SIDE 'vIEW n 1/4 -20 STUD WITH WINGNUT 12 1/2" O.C. i 123" MAX. PANEL HEIGHT ND PANEL STRAP IS REQUIRED FASTENER MUST BE IN NORROW PORTION OF KEY HOLE A 9/16" D:A_ CIRCLE MOUNTING HOLE MAY ALSO BE DETAIL "C" PANEL DEFLECTION CHART WI THO UT HORIZONTAL S TRA P LIINIMU/ DISTANCE SEVEN GLASS AND PANEL HORIZONTAL BRACE STRAP J /a' (TYP.) J 1 /8" X 3/4" FLAT ALUMINUM S<R S10E 'viEW r 20wr , .4Ew DETAIL "E" MAXIMUM GAP Bc I /f EN PANEL AND HEADER IS 1/4" (TYP.) DETAIL "F" 3. a Acp I I� L 3• 8 DETAIL 13 ON SHEET 3 / / / DETAIL 13 ON SHEET 3 WALL MOUNT ANCHORING PANEL TOP ct BOTTOM NO HOR. OR SILL PANELS MAY RUN CONTINUOUS BY WIDTH EITHER HORIZONTALLY OF VERTICALLY EXPLODED ASSEMBLY .050 ALUMINUM MAXIMUM IMPACT STORM PANEL a DETAIL 3, 4, & 8 ON SHEET 2 U A h //7/ _ l DETAIL J, 4, et 8 ON SHEE�i! 2 WALL MOUNT ANCHORING PANEL TOP t 8017011 WITH STUDOED HOR /SILL HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET J I HEADER GLASS DETAILS 3,4 AND 6 ON SHEET II 2 .0 1 F-rlun.'rtc�1u:n; _(] 22 Z0 WALL MOUNT iWIT1•I MA AND SILL :.TYPICAL SECTION VIEWS : .0, / t hOLfANv'6' , 20MPLIAN 1/ i 123" MAX. PANEL HEIGHT ONE PANEL. STRAP LOCATED MIDSPA): PANEL DEFLECTION CHART WITH HORIZONTAL STRAP MINIMUM DISTANCE 5ET ,4'EEN GLASS AND PANEL DETAILS 5,7,9, 10 AND 11 ON SHEET l 2 \I HEADED+ GLASS --- ROBERT +. MONSOUR, PE EB- 0006024 'rr15 ENG1■1 NC It • er DETAILS 5,7,9,10 AND 11 ON SHEET 2 BUILD OUT WITH HO-7. ,'NO SILL GLASS DETAIL 2 ON SHEET 2 DETAIL 16 ON SHEET J HEADER • 2 o � U 22 J ` O c zW 1 h / /I7 SILL DETAIL 4 ON SHEET 2 INSIDE MOUNT 'MTH HOP. ANO SILL APPROVED AS COMPLYING WITH THE SOUTH - 1.0 .: 11 . BUILDING CODE 1 E COP, 1 S 0 BU :•.D•NG CODE COMFL ANC( • CE ACCEPTANCE NO. i PE\lSlcrr; 0`)/1 I U S .. 7 sE 8 51<RN 98007 4 ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE UP TO 59.6 PSF UP TO 71.5 PSF POLO f ="C.R I cc.cs+t eiocx PCUREO CC.+CRETE I co•,cRCrE BLOCK CO • GC:C., rf I Cbr,ECr ., TYPE CC.r■EC 7x:./ rrPE I cc cr G.. TYPE ANCHOR TYPE PANEL I E.D. A ! a I C ; 0 I E I : . I a I C I D I E 16 13 11 13 13 16 13 13 13 13 16 13 9 13 13 16 13 10 13 13 16 13 7 13 13 16 13 8 13 13 A I 8 I C I O I E I A le lc I D I E 16 13 9 13 13 16 13 11 13 13 16 13 7 13 13 • 16 13 9 13 13 16 13 6 13 13 16 13 7 13 13 I 3 68' SPAN 7— i 1/4 L r.71 —i1] 1/4 RAWL LOK/BOLT (SLEEVE ANCHOR) 1 1/8 MIN. EMBEDMENT 3 16 13 8 13 13 16 13 10 13 13 16 13 7 13 13 16 13 8 13 13 16 13 5 13 13 16 13 6 13 13 16 8 7 12 13 : 16 9 8 12 13 16 8 6 10 12 ° 16 8 7 11 12 15 7 5 9 10 15 7 5 9 11 88 SPAN r 1 1/4 3- 16 9 7 12 13 16 9 8 12 13 16 8 6 11 12 • 16 8 7 11 12 • 15 7 5 10 11 15 7 5 10 11 15 5 6 7 6 15 5 7 7 6 14 5 5 6 5 14 5 6 6 5 12 4 4 6 5 12 4 4 6 5 105 span jT I 1 1/4 I 3 15 5 6 7 6 15 5 7 7 6 14 5 5 6 5 74 5 6 6 5 t2 e < 6 5 t2 < 6 5 "�`` iy � .. -.: ..,.t_.,! ' 6 r a.: >? � " i {a'�' mow. >< : `PA ' >'� a .:t., iFs- ;KZ! 41.1.# T; Asti: Fl .� is =mot r -41' r _'_iv-K , 4 2A ka 123 - span r 1 1a 3 16 13 10 13 13 16 13 8 13 13 16 13 7 13 13 15 13 7 13 13 16 13 6 13 13 14 13 6 13 13 16 13 8 13 13 14 13 7 13 13 16 13 7 13 13 13 13 6 13 13 15 13 6 13 13 12 12 5 12 12 68 - SPAN I r lr 1"4 ,,, `- 3 16 13 8 13 13 _ 13 10 6 13 13 16 12 6 13 13 12 9 5 12 12 14 11 5 13 13 11 8 4 11 11 15 7 6 10 _ 11 11 5 5 7 8 13 6 5 9 10 10 5 4 6 7 12 6 4 8 9 • 9 4 4 6 6 1/4 RAWL ZAMAC NAILIN DRIVE (HAMMER DRIVE ) 1 3/8 MIN. EMBEDMENT IN CONCRETE 1 1/4" MIN. EMBEDMENT IN BLOCK ea SPAN 2- I 1 li I 3 15 7 6 10 11 : 11 5 5 7 8 13 6 5 9 10 _ 10 5 4 7 7 12 6 4 8 9 9 4 4 6 7 13 4 . 6 5 9 3 4 4 3 11 4 4 5 4 6 3 4 4 3 10 4 4 5 4 7 3 3 4 3 105' span I r ! 1 1/4 3 13 4 5 6 5 9 3 4 4 3 11 4 < 5 4 8 3 4 4 3 70 4 e 5 4 7 3 3 < 3 2= s ": - ` r. .. =' - = .t ` ;; 1 = ,,..` •c ^• wr ^ .�,{.. �.+. �": a' i . is t ,. .,. = i, c ,," .t �sY 123' span I r S� ��. T' y -%.,A,;,1-:::$;.L-.-0-,.._:,..g. �. , �.�:' :� .,� -sh-- -�+° .. � •• .wi= » rr_e VARIOUS HEAD TYPES r:�1 \1 ili iII?i;iilil \l;i - - I 3 16 13 13 13 13 16 13 9 13 13 16 13 12 13 13 _ 16 13 7 13 13 16 13 10 13 13 • 16 13 6 13 13 16 16 13 13 _ 13 16 13 7 13 16 16 16 10 13 13 15 13 6 13 _ 15 16 16 P 13 13 14 13 5 14 14 68'sPAN r 1111111111111111`�11� 1/4 ;1,'1; 88' SPAN 3" 16 13 12 13 13 V 16 12 7 13 13 16 13 . 10 _ 13 13 _ 14 11 6 13 . 13 16 13 8 13 13 - 13 10 5 13 13 16 11 10 13 13 13 6 6 9 10 16 . 10 8 . 13 - 13 . 12 6 . 5 8 9 16 9 7 12 13 11 5 4 7 8 . 1111111111111111111G (MASONRY SCREWS) 1/4 RAW.. PERMA -SEAL TAPPER 1/4 ELCO PANEL MATES 1 1R' MIN. EMBEDMENT IN CONCRETE 1 1/4 - MIN. EMBEDMENT IN BLOCK r 1 1/4 105 span r 16 11 10 13 13 13 6 6 9 10 16 10 8 13 13 . 12 6 5 8 9 16 9 7 12 13 11 5 4 7 8 16 7 8_ 9 7 11 4 5 5 4 16 _ 6 7 8 _ 6 10 4 4 5 _ 4 16 6 5 7 6 9 3 3 4 3 r 1 1/4 3 16 7 8 9 7 11 4 5 5 4 1 6 6 7 8 6 10 4 4 5 4 16 6 6 7 6 9 3 3 4 3 a v . - ' .7.--• YJ a `rtY ;s1 r, a . ,Sp.. -+ , t. 1 ^`y- • r- • q _ poi �_. ....:50 1.6 . ' 3 . 123 span P r 1 1/4 : ��t. , �; e Yiriz' w A 68 SPAN T 16 13 13 13 13 1 16 V 13 9 13 13 16 13 13 13 13 • 16 . 13 8 . 13 . 13 16 13 11 13 13 16 13 6 13 13 16 ' 13 13 13 13 16 13 8 13 13 16 : 13 11 13 13 16 13 6 13 13 16 13 9 13 13 14 13 5 13 13 2.5 r 1/4 - 20 x 7/8 . 1/2 DIA RAWL CALK - IN (MACHINE SCREW ANCHOR) 7/8' MIN. EMBEDMENT 88 S 3' 16 13 13 13 13 i 16 12 7 13 13 16 13 11 13 13 ` 14 11 6 13 13 16 13 8 13 13 13 10 5 13 13 16 13 11 13 13 13 6 6 9 10 16 12 . 9 , 13 _ 13 12 6 5 8 9 16 11 7 13 13 11 5 4 7 8 2 5 r 105 span 3 16 13 11 13 13 : 13 6 6 9 10 16 12 9 13 13 ' 12 6 5 8 9 16 11 7 13 13 ' 11 5 4 7 8 16 . 8 g 11 9 . 11 4 5 5 4 16 8 7 10 8 10 4 4 5 4 16 : 7 6 9 7 9 3 3 4- 3 Z5- r 3 an 12 span 16 8 9 11 9 11 4 5 5 4 *{.1.4e:)54-, :'o 16 8 7 'G 10 8 10 4 4 5 4 I , �'•'` -•. ; . - ;Y ^ - tom . � . a . - x w i t -..-.. ' a„� � � , i {, .;P -� 'v; , ZS A N C H O R S C H E D U L E NOTES: ROBERT" iifONSOUR, FE EB- 0006024 ears eiCIiEEZL'tG, nC SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMNING. ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEt i 4. MINIMUM EWE EDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. r SHALL DE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO )',7TH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY SE INTSALL INTO WOOD. CONCRETE E OR 144SONP. Y 01- °71 ti I 4 ' 1 •,1 Z- 7 ( 'li ( iI1 1 7 i ' I .1 }TfT71,Ui, UPI'' tl `�ti 1 :.1 .'i C ::,`; �i)AfTLIA`d�y „tt7 >rr'tr APPROVED AS COMPLYING NI:TH THE SOUTH FLOP O, BUILDING CODE DATE BY PRODUCT CON ROL 0'v S ON BUILDING CODE COMFL.Ai;CE 01FICE ACCEPTANCE HO. p 'iP..7-2.s _ D 2 nrvlsfoH 0`) /II / f1Y Sr ■ ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE UP TO 81.5 PSF UP TO 91.4 PSF P0'•A Dw.-T- I CcNraETEeLocx POURED CC CRETE I CO.C.StETE B;ooc C.C... TrPE I CC7P■ECTpet TYPE CCNTECTICY! TYPE I CdalECTXT4 TYPE ANCHOR TYPE PANEL ! E. D. A I 3 I C I D I E I A I B I C I O I E A le I C l D t E I A I B I C I D I E ( 1/4' RAWL L 3 16 13 8 13 13 's 16 13 9 13 13 16 12 6 13 13 16 12 7 13 13 16 11 5 13 13 16 11 6 13 13 16 9 8 12 13 16 9 9 12 13 16 8 7 11 13 16 8 7 11 13 • 15 7 5 10 11 15 7 6 10 11 68 SPAN 2• I I mo J ll 1 1/ <t /< LOK/BOLT (SLEEVE ANCHOR) 1 1/B" MIN. EMBEDMENT I 3• 16 6 6 8 7 16 6 7 8 7 14 5 5 7 6 14 5 6 7 6 13 5 e 6 5 - 13 5 5 6 5 14 5 5 6 5 14 5 6 6 5 13 4 4 5 4 • 13 4 5 5 4 11 4 4 5 4 • 11 4 4 5 4 B8' SPAN 7 ! 1 1/4 3 _' ... l'N:; ..1 . ia' ,r =... iS • z +y ky ` ,,.'v 1/ Y . : 1" 1 :. -?l'Y q4■ -- - 7, i t r ae - .• r .. • t i '� . a, .+:., s .. . -. T...: ' � • : - : c 7 .:.' `.s•+!- - � rtRt - :sa. L : 7 + } —r . � . 105' s P an I T ^3 T e= �`:t-. : ;.11, . - + +t -• rk + ' 7 t rf �: � Z- - .Orr.+ -r- s.r:. _ 2 . -�YZ%?.'.'' .' = I 1 1/< 3 ;N. =',: t:,i '.•5 ' - . gq X �4. :. f a ? S ''.: •�;,� T•li, • . a Tit is,'F•'.'ait 2] ^yP �Y , K , 'e r J '.a+ r, --If 4 • k �l C+ � r"? y 7 r y f "'� - Y`"±tttVir." 1 , fi _ 0 : ; - ti a -0 ►•'• i � l ! Z �� � AZ'i. W.';''' •. z -'' " v 7 ' ' :* •A- t•- r . , 123 span I 7 ■ 1 1/< r . V ' a a ct / 3 I 6 11 7 13 13 ' 13 8 6 12 13 5 10 6 13 13 11 7 5 11 11 C 9 5 13 13 10 6 4 9 10 15 7 7 10 12 11 S 5 7 13 6 5 9 10 10 5 4 7 8 12 6 4 8 9 9 4 4 6 7 - ■ 7 t v<' : ::: . .' ! - - -- 1/4 RAW' (HAMMER 1 3/8" MIN. 1 1/4 MIN. ZAMAC Nn1LIN DRIVE RIVE DRIVE ) EMBEDMENT EMBEDMENT IN CONCRETE EMBEDMENT IN BLOCK ! 3 13 5 6 7 6 10 4 4 5 4 12 4 5 6 5 9 3 4 4 4 10 e e 5 4 • 8 3 3 4 3 12 4 5 5 4 10 3 4 4 3 9 3 3 4 3 9 - T % r. ir':fi.'^_ 8 ' ro d i* 4 4 3 3 3 g.•m ; 7 I 1 1I4- 7 is-47 e' - ' 3 .'r :.M i 3 b :i € _a. a. F { 7i,,.,.-14,0),;. t�• # r: ' t, a :h; s o .. ?, T•' .1��.. �T,r.t d r' , s ?Ltr J T ' ..- * —' .x ; ' .1 ri. ? �;� S T.'.- t�t•x -c.. S 1 h - r "3" _ rte <3 iia�?��_ �r" r . -4 . �i °_ - 5 - .6 • L�: s s p � ` . 3 ��• • >% - c i' ` � g t... +:'F crl,` ?is`: a + >� ��� h r=l. t•3: -.y,,w 4r, a ': w ya, ..- % 4: 1,-al re--.... r ?>� T-- � ` I ' 4' • ]� :: •4 s�iS. +: rg? -�f- "+ a.rT9: 105" span I 7 ,c . [ V aC r.l..; < .+...rc,y .} t , 'v ; :5 *'- • Y c 5 F 1 \ I t . k .1 7 - ,Y " �' ri X.7 ! _ .J"�'�.!' i- •t�-• 'P #1 ! 4'IY : '�. r.a'eu 1 " 3. 1 `YI'� Fr.- � l'i .. i_ � yam .�'if•,T .L`•t b hJl.`• t:.;'+- .IG t `.' . "n,'�� .1,-. .+rt- , r�: n : )�.fcc'�:b.�.`. < �r,i�: 123 span : c' P 1 F �:: l . t., S• . .w _ '� .t' T s ., . S [. : ....a. t w . - c rs . y Z a a; :.G 4' ..`� . t. �'t : .'!4 -. Y _,,.. � `a, - '..- c• tyY.. �:F; w.` ; a.fF- �F" .c -.. <•,�i- ' �.a�.fE' L 7 dr-�, .f[, ice' ,,,, �'F'2t+•' S.. „ r 4 4 "�..Ai�. l i` +.`Y `�YP.-i`�IL�' s.'a�- 1t+�•_r:i��`t 4sT+l! I 1 1 / <' VARIOUS HEAD TYPES 11 - 11\ nni\1\1t1 . 1\,I; -- �},1t1 ! 3 16 13 11 13 13 • 15 10 7 13 13 16 13 9 13 13 14 9 5 13 14 15 13 7 13 13 12 8 4 11 12 16 11 10 16 18 14 7 6 9 11 16 10 8 14 16 12 6 5 8 9 16 9 7 12 15 11 5 4 7 8 68 SPAN ■ 7 I 1 1/4- I 11li \1 \1�1�1t1I1j1� I 3 - 16 8 9 9 12 4 5 6 5 9 16 7 7 9 8 70 4 4 5 4 16 6 6 8 7: 9 4 3 5 4 16 6 8 8 6 11 3 5 5 3 16 5 6 7 5 9 3 4 4 15 5 5 6 : 5 8 3 3 4 3 \i \ \1 \ 1\1 (MASONRY SCREWS) 1/4' RnWI PERMn -SEAL TAPPER t /4' ELCO PAN MAT EL E 1 1/2 MIN. EMBEDMENT IN CONCRETE 1 1/4` MIN. EMBEDMENT IN BLOCK 88' SPAN , T I 1 1/4- i 3" .'.e: " or* .t x � . '",. o. • . -'.° � � -'• � *six tx -`'t �:?= , ..<t��z• < ,]• t : X L ,. t M a V +. AT . • / 1'41 . t - • I,• ='ii •-:y. i ' R r- +c 1ti t i 0 s "„, L ' °' r . 3 t '1 � 2 , -, i ; ' -,, !'--. - r z. r71: ;f='i 4 T' K 3 ;�5 if +. * 'S :k4.; * r,- '`T^.> � c'• a r„ `'z . � t •¢C v er. r . I .it l L ( ,Avit � .. r !41 ( }fit Lq .°-.fc 'CeibKi ....1 .-, - - .ir . 1 ��15_1.I: %. t•- • - ' b- � . 1 - 4 , T A , 1i jA +7++ - 6 •A4 5•� S. r ' + FX t +r-.' r .r _ \z..7 -�(� 105' s n 1 Pa 7 �+ s,- Y = � :i �s `+.`_t •4 i:' -W ir 1 • t .._t`_� y ` � ;!"� � �`.,'S':� y. :f� L� '�ir. 4 K-1;g4 t£ -� 1 �O�e�`Y'? +'. i*1' 'e' >s;f _rs . •- . if' i G '^.t ip it ✓t ' 1 ` 4,r! � ` : 7= 3�! +. "=_r �''CJ,'. TZ3 '5 -�. _ 4 1 1/4- r s. brr'+ a.. a ...r: f :> El i r i -r''X-`. .. -u 1 -1 . S�- i -5•��= Y ct sa4Q _,' 74?:::"... AF # . " • ' •...• q tx; :; " , r'�3 ys r l a ? e c +,,y + °' T . ' i ,e. y T"-it i_.7.. r _cv/ ter: ir`.F. ' � x. . .... ' �-' -� ..- al °l..,s� x• ,-. „� ,. iz,r' 1 .n,�. N.1 -... .i ' d ` _ '.�S' '4 I 3" 123"s an 2 P 1 1 /4- I 3 16 13 12 13 13 ! 15 10 7 14 13 16 13 . 10 13 13 14 9 6 13 13 16 13 8 13 13 ; 12 5 11 12 16 • 13 11 : 13 • 13 14 7 • 6 9 11 16 . 9 13 - 13 12 6 5 8 9 16 11 7 13 • 13 11 5 4 7 . 8 68" SPAN 2S 7 B8" SPAN 3' 16 9 9 13 11 12 • 5 6 5 16 8 8 11 9 11 4 5 4 16 8 6 10 8 9 4 4 5 • 4 16 7 8 10 • 7 16 7 • 7 9 6 • • 16 6 - 5 8 • 6 11 3 5 5 3 9 3 4 4 _ 3 8 3 3 4 3 1/4 - 20 x 7/8" • 1/2" DIA RAWL CALK - IN (MACHINE SCREW ANCHOR) 7/8" MIN. EMBEDMENT 2.5 7 3- :? 1 % 'rs. , i% 'e = ,r4°:' - , +.: : iR -iri . ; Nw 3 s - -$ 4 ∎ - r T ,- l L.rt • In cJX _ 7 + M ^ 1 •[` ' 'f p � „ r,'F . � x e'«« -.0 . T 'f1,i.r. 1.. .fit:•c- yns'c� ,:%,- .c. • .4 ,":�'•-•f:, ••.� .r-c*. ii •>s_. •: ` � •h.�.l ry S r. ' `. s - ,Li �� z ta w` _ r, a l . ;.- � . +•aP -F , c.9 1 _ �sc�q e ./lTr..• "'T - jw `;� {.e�.Z.2- y C . J ,•,, a.. ,,,,„ .4. � '- ' , .4 ":- ' -1 !! 4s a ? °• ` Y • r2� . 7 ' : +t;• ' ' - L _ • a ' 2 . , >r?1 .'`'.V.:-4.51"."e: cet .. c Y.., •'frfs., t•'.4%r •"::..i `- ._•T7 T z'rbe •i, OrFe'n'.f•'Tt 8 yy r."'� '1t * 4 '�^, � f`: 2C * `“ %i'.•c s. ! • ..a r • --;` `-- • F L . .o,. ...:1...,,..*..- 1DSspan 2S r — w 7 . 4 * -. t % .. "' ?' Zi:al. Y ^' s. ♦ . r;, kt:finE. ' ' `. ^' ' '' .- � ' •.tt+ -7„ ad- 3..r.':1.�i. . ...ii'''„ ,... i'' ../i' ' .''�q X+£ �ri.� t1,-' Ti�'C ii+.:t' 4'Cf' 6 123" span I 2S 7 A N C H O R S C H E D U L E ROBERT 5. MONSOUR, PE EB- 000602^ FRTii ZING, NC. NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMNING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. Id1r,7MU/.l EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NO ACCLPTA'•BLE R Sr:.LL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO ,TH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE OR MASONRY. , 1 �p 1 ,,,.:1 " �1�c0 T3 . .T1i r ('t C( '`T � )1 1 .. 1 11t;'('( APPRR0' : :.D AS CO:.PLYING 1':ITII THE SCUM F,0''!D. BU:LOINC CODE DATE_ C ek o r) _ 9� PfiO,UCI COtlf. I Ga' S CH BUILDING COOS CO;.1PI!..NCE OFFICE ACCEPTANCE NO. 5' - 9 72 8 •0 _Li— n r:vlaott 09/1 1/911 HY sr r Srr /JFn/FSu .. 7 or /10/98 S,r0NN 911002 6 BUILDING CODE COMPLIANCE E3 CCC:C2. WOOD APPLICATIONS UP TO 59.5 PSF UP TO 71.5 PSF UP TO 81.5 PSF UP TO 91.4 PSF CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ANCHOR TYPE DIA. I SPAN A B I C D I E A 1 8 [ c o E A I B I C I D I E 10 7 4 10 10 3 4 A I B I C I D I E 9 4 4 6 7 '% BRASS ` OOD BUSHING 1 68' SPAN 14 13 5 13 13 ii 8 4 11 11 9 4 4 6 7 8 3 3 4 3 12 12 5 12 12 9 4 3 6 7 8 3 3 4 3 114-20 18a' SPAN 7 3 3 ek1` � 1 MIN PENETRATION . I 05' SP ^ _�_t • „�3 _ '' * f a Lud., :5,7 -- ) .,;, . i rr ` g K - •f J ' ;tii ;, L- _ r C ti..: = . ??w �r3`Ir' I SPAN .%.1.1-iii ..s - ''44#,� � ': ':-r- . ' •" �:" • 'h �i>~ - ., r ;P ,I ! T 'L:d ?= s.. -,. �.t '� �s . Z4 tt: *:.t-z. 4 ; r' ,L i r,�,`�aiStls�'; - E •v: .^`� [1-- r rt•r ir,,,r ;, WOOD LAGS 1' MINIMUM TREAD PENETRATION U EAD E ETRATION 68" SPAN 16 13 8 13 13 14 11 6 13 13 12 6 5 8 10 4 3 5 4 9 16 13 10 13 13 16 13 7 13 13 14 7 6 9 10 12 4 5 6 4 15 13 6 13 13 12 6 5 8 9 10 4 4 5 14 9 6 13 13 10 4 4 5 4 12 6 5 8 9 9 3 4 4 3 1/4' I 88 SPAN 105' SPAN '• ,, -= -rw..4 p. . z 4;.? . ! n 4, <• 5. .ei � : t+ '+•• .. ,.• . a • i~_� r .. . 73;•� 16 10 7 12 5 5 6 13 13 5 zg.-- -:4• ' 01,— `:-3t �.<'�." �:i '1 .A ' t , I 4. , or:::-..;,17:4.,. . ,Y3" ��t� ' .. . 14-tr c . Mz.."+ � Y_ i' �xi t•-i Y,�4,Lt. 14 7 6 9 11 11 4 5 5 3 1 3' P N 2 SPAN ._ r� '%s���m h N f 4 ... •S -.l;i .: t•e t� -..r 16 Y IL 13 8 13 13 14 7 6 9 10 12 4 5 6 4 ` \, � �� �.. �.. , . , . �r, �,�r -' % % " 168" SPAN 5116' I 88 SPAN WOOD LAGS 1" MINIMUM TREAD PENETRATION 1 105' SPAN ':"��'= : '�;— + ;. 3 • :• '�. � � •* T;b' = c I v Gp0•3 7 -T +�fi � : i =,.';* ;i.'�.�u !1 -;*'r r'- ^"!' -, "1-i ce sK. ,•r ' .. f t ; v,yy sJ_,.. - � ,T 16 12 8 13 13 14 5 6 7 . 6 : �� =� �,� :.: - ;:a:...:..... r kx, A k±'`t ,• ;4 k•17- "' s r � _ sP� 'r:"s , '. i ,•. . 1'' . ... `4. •�•4 :•. 16 8 7 11 13 13 4 6 5 4 I 123' SPAN ; s - ` _'*` ; ;,.3 .�. i ' M'fA -." : ^ - .}:, .._}% n �Jrrrrr ��, , `, �, .. , , .. � ... } rr r- -r'--- r - rr - r I 68 SPAN 16 13 11 13 13 16 13 9 13 13 16 8 7 11 12 13 5 6 6 5 16 13 9 13 13 16 8 7 10 12 14 5 6 6 5 I 3i8 188-SPAN WOOD LAGS 1" MINIMUM TREAD PENETRATION 1 105- SPAN '' 1 "` =` ;� -_ :-< CG�+ `3'•t e. bi r" � , , -' ` ,~, s , 123' SPAN "" ; 's r: _J;:;. Y ";•'•' %\\\I «, • .. I-:-.. y 168 SPAN 16 13 12 13 13 16 13 9 13 13 16 9 8 12 13 15 5 7 7 6 16 13 10 13 13 16 8 8 12 13 15 5 7 7 6 16 13 9 13 13 16 6 7 8 7 16 9 8 12 13 14 5 6 6 4 rrrrrr r: r: -r, •!� , 7/15 ! 88' SPAN WOOD LAGS i 105-SPAN + S }` �✓ �' t 7 Jr. t?`w;,.: a . ' ~= r= ;t > , ; ,. ,J ; r ` L ? 1" MINIMUM TREAD PENETRATION 1 123 SPAN ' -i i %t':r : - t •;<i :' i ' -c • • 168 SPAN 16 13 8 13 13 14 11 6 13 13 12 6 5 8 9 3 5 10 4 4 15 13 6 13 13 12 6 5 8 9 10 4 4 5 4 14 9 6 13 13 10 4 4 5 4 12 6 5 8 9 9 3 4 4 3 ENA ` l � „ ‘ ` ` 1/4” i 88 SPAN 1/4" ELCO PANEL MATES i 105' SPAN :�4 Wi = ' ~ • ' ` ; <5 ° == -,,:;',.•:. . S'..::::"..':• � , t � u ^� i. fy '.,,c; r5 ., n r ,. 'i! aw f :s X 12 _ ,, wry ,�s)�3°�� Y " ' P £ - -- -: ` y ' if s 1 7/8" MIN. THREAD PENETRATION 1 1 23 - SPAN f ,• s'` - t. ^' ) i J: -_ t =s=c-i' y 168' SPAN 16 13 8 13 13 14 11 6 13 13 12 6 5 8 9 10 4 3 5 4 15 13 6 13 13 12 0 5 8 9 10 4 4 5 4 14 9 .6 13 13 10 4 4 5 : 4 6 5 8 9 9 3 4 4 3 r \\:‘,1t l):!_ \'.,! V^�'', 1/4 88 SPAN 1/4" ELCO PANEL MATES 105' SPAN . t:r =.L ^ }3 . » -5 _'` 4 •, . f + t� � s '''' '�'' � n.� eo f ' ° L"'t •c.:rr -.. -:='4.,-' J ( s ".• , t k ..i � .l .3• ''r y✓ n r o J:n tie yi. ._. +._.. .. FI.;.,.,�.Jr- -w- 1y - .. l 7/8" MIN. THREAD PENETRATION 123 SPAN _ _ c y '1 . •' • ,;_ • - :; :� z-= '�a•rk'Ci1�: ?r.� :,ititz: s3�:s =y.-, "c7r- +r1�-- �s -,- ..*�:.'��'�rc . • • t A. N. C H 0 R NOTES: SPANS AND LOADS SHOWN N THIS SCI-EDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING' STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM UAY BE INTS4LL INTO WOOD, CONCRETE OR MASONRY. S C H E D U L E fG ROBERT S. MONSOUR, PE EB- 0006024 E1GINE lt1c, nc ntre Q IC? APPROVED AS COMPLYING PGTII THE SOUTH =WING CODE DATE _ GY P. OUCT COI. %01 D''!S'01•I BUILDING CODE COMPLIANCE OFF!CE ACCEPTANCE t:O.Yq. - -oZa (.•o-y_ 9 L v c Q RMSio,r5 0`)/11190 a s(O /%n/hSu 7 01271 ) ( 9/1 fONN 9:1002 7 I M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2903 MetalTech, Inc. 7635 West Second Court. Hialeah, FL 33014 -4434 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 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: Maximum Impact Maxi Roll 50 APPROVAL DOCUMENT: Drawing No.02 -601, Sheets 1 through 12 of 12, titled "Maximum Impact Maxi Roll 50," dated 06/21/01 with last revision on 02/07/02, prepared by Knezevich & Associates, Inc. signed and scaled by V. J. Knezevich, PE., bearing the Miami -Dade County Product Control Approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Candido F. Font PE. NOA No: 02- 0305.01 Expiration Date: April 18, 2007 Approval Date: April 18, 2002 Page 1 VARIES (ANGLE LENGTH "L ") SHUTTER HOOD -N "-SIDE RAIL ANCHOR O ELEVATION OF SINGLE SPAN CONDITION N.T.S. EXISTING CONCRETE OR BLOCK STRUCTURE 4" x 4" x .125" ALUM. ALLOY TUBE OR 3" x 3" x .125" ALUM. ALLOY TUBE ACCESS HOLE (TYP.) O WALL MOUNT (PLAN) SCALE : 3" = 1' - 0" 1/4"0 ITW TAPCON (al 8" O.C. WITH 1 -1/4" MINIMUM EMBEDMENT IN CONCRETE OR BLOCK r/ VARIES (ANGLE LENGTH "L ") LABEL (SEE NOTE 4, PAGE 1) LABEL (OPTIONAL LOCATION) ( OR 1" 2 OR TION L SIDE RAIL 3 1 8" ALTJMINUM ALLOY ANGLE W/ 1/4 "0 TAPCON (al 24" O.C. WITH 1 -1/4" MINIMUM EMBEDMENT EXISTING STUCCO OR FINISH MATERIAL 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STUCCO OR FINISH MATERIAL O BUILD -OUT MOUNT (PLAN) SCALE :3" =1'- 0" EXISTING CONCRETE OR BLOCK STRUCTURE C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE 1 "x2 "x.125 "x CONT. ALUM. ALLOY ANGLE WITH 1/4"05 ITW TAPCON CONC. ANCHOR (al 16" O.C. WITH 1 -1/4" MIN. EMBEDMENT SEE SCHEDULE B -4, PAGE 4 EXISTING GLAZING EXISTING STRUCTURE O WALL MOUNT SECTION SCALE: 3/4" = 1' - 0" ACCESS HOLE (TYP.) 4t12 TEK SCREW OR 1/4 -20 MACHINE BOLT WITH NUT p 16" O.C. 3/4" 5/8" 2"x5 "x.125 "x CONT. ALUMINUM ALLOY ANGLE 1- EXISTING .CONCRETE OR BLOCK STRUCTURE MAX. SLAT SPAN = 6' - 2' MAX. DESIGN LOAD = +52.00 P.S.F. -72.00 P.S.F. BUILD -OUT MOUNT (PLAN) SCALE : 3" = 1' - 0" 1412 x 1" SMS EXISTING p 16" O.C. STRUCTURE .032" 3003 -H14 ALUM. ROLL -UP SHUTTER HOOD (TYP.)' EXISTING WOOD FRAMING MIN. O WOOD FRAME WALL MOUNT (PLAN) SCALE :3 " =1' -0" R3® TWO #12 TEK SCREWS ( 12" O.C. 2 "x3 "x.125 "x CONT. ALUMINUM ALLOY ANGLE I L 1/4 -20 MACHINE BOLTS WITH NUT OR 1414 TEK 4$10 THRU BOLT EXISTING 1.0" O.C. OR TWO STUCCO /4"O DRILL -FLEX OR FINISH COATED FASTENERS MATERIAL @ 11" O.C. ANGLE FOR TOP COVER (SIZE VARIES) WITH 1/4 "0 ITW TAPCON CONCRETE ANCHOR @ 16" O.C. WITH 1 -1/4" MIN. EMBEDMENT EXISTING STRUCTURE EXISTING STUCCO OR FINISH MATERIAL SEE SCHEDULE B -4, PAGE 4 EXISTING GLAZING O BUILD OUT SECTION SCALE: 3/4" = 1" - 0" RO3 1 CONNECTION TYPE • REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ACCESS SCREWS @ 16" O.C. HOLES (INSIDE OR OUTSIDE) STAGGERED O SIDE RAIL TO MULUON DETAIL K SCALE :3 " =1' -0" (INSIDE OR OUTSIDE) L SIDE RAIL TO MULLION DETAIL SCALE :3" =1' -0" SEE F/3 ROLL -UP SHUTTER HOOD BUILD OUT (SIZE VARIES) MULLION (SEE SCHEDULE H) 4 "x6 "X.125x CONT. ALUMINUM ALLOY MULLION TWO 4412 TEK SCREWS (al 12" O.C. EXISTING STUCCO OR FINISH MATERIAL MULLION (SEE AOLESS SCHEDULE H) HOLES EXISTING STRUCTURE 1 " x2 "x.125 "x CONT. ALUM. ALLO ANGLE WITH 1/4 "0 ITW TAPCON CONC. ANCHOR @ 16" O.C. WITH 1 -1/4" MIN. EMBEDMENT SEE SCHEDUL B -4, PAGE 4 EXISTING GLAZING EXISTING STRUCTURE O INSIDE MOUNT SECTION " SCALE: 3/4" = 1' - 0" 1412 TEK SCREW OR 1/4 -20 MACHINE BOLT WITH NUT p 16" O.C. EXISTING CONCRETE OR BLOCK STRUCTURE C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OR REMOVE AS (INSIDE OUTSIDE) NECESSARY O SIDE RAIL TO MULLION DETAIL SCALE :3" =1' -0" G INSIDE MOUNT (PLAN) SCALE : 3" = 1' - 0" 5/8 "0 x 1/2" x 0.050" ALUM. ALLOY TUBE SPACERS AT BOLT LOCATION 1/4 "O THRU BOLT W/ NUT & WASHER @ 12" O.C. r0 ROLL -UP SHUTTER HOOD 2 "x3"X.125 "x MIN. AOLLOYA UM ANGLE (INSIDE OR OUTSIDE) SIDE RAIL TO MULLION DETAIL:". '' SCALE : 3" = 1' - 0" MULLION . ISE•E;. SCHEDULE Approved as complying with the. Florid, - infced2OQ2 Date : �► u NOA# %�ia: Miami Dad Division ct Control Uto Q i ': _ �J i O D tC XX QQ 22 scats o ., AS' NOTED J design by. - .VAC 1 dare .. g,'. >Y °'' -�::' 06 %21/01 drawn by thecked • - VJKJ drawlnq�.:ne.° • -=-::',..,... 2 = 601 == (sheet 2 12 VARIES (ANGLE LENGTH "L") 1 5 7 9 10 OR 11 LABEL (OPTIONAL 10 %o 03 Ih� EXISTING STRUCTURE 1 "x2 "x 125 " x CONT. ALUM. ALLOY ANGLE WITH 1/4 "co ITW TAPCON CONC. ANCHOR (a8 16" O.C. WITH 1 -174" MIN. EMBEDMENT SEE STORM BAR SCHED. "MIN. SEP. FROM GLASS", PG. 8 HEADER LENGTH &LL SHUTTER (ANGLE HOOD -� LENGTH "L ") LABEL (SEE ' I/ / � NOTE 4, PAGE 1) LOCATION) OR® "-SIDE RAIL ANCHOR EXISTING GLAZING EXISTING STRUCTURE-' #12 x 1" SMS (a 16" O.C. EXISTING ROLL -UP STRUCTURE SHUTTER HOOD 1" x2 "x 125 "x CONT. ALUM. ALLO ANGLE WITH 1/4 "tt ITW TAPCON CONC. ANCHOR @ 16" O.C. WITH 1 -174" MIN. EMBEDMENT SEE STORM BAR SCHED. "MIN. SEP. FROM GLASS ", PG. 8 NOTE: BOLT PATTERN TO BE THE SAME ON BOTH SIDES OF STORM BAR EXISTING GLAZING EXISTING STRUCTURE HEADER LENGTH SLAT SPAN SHUTTER OD L HO K/2,1/2 / / tf (ANGLE LE "'L") LABEL (S NOTE 4, EE PAGE 1) ♦.I O ELEVATION OF TWO SPAN CONDITION O ELEVATION OF TWO SPAN CONDITION N.T.S. N.T.S. LABEL (OPTIONAL LOCATION) OR® HOLE FOR 3/16 "0 AL. POP RIVET (TYP.) ASIDE RAIL ANCHOR ROLLER TUBE SUPPORT O WALL MOUNT SECTION WITH STORM BARS E INSIDE MOUNT SECTION WITH STORM BARS SCALE: 3/4" = 1' - 0" SCALE: 3/4" = 1' - 0" BEARING HOOD SUPPORT SYSTEM 1 - x2 "x.125 "x CONT. ALUM. ALLOY ANGLE WITH #12 x 1" SMS (7n 16" O.C. TO HOOD AND ONE #10 THRU BOLT & NUT OR #12 DRILL -FLEX ROLL -UP COATED FASTENER SHUTTER HOOD EXISTING STRUCTURE c —SHAFT HOUSING (BEARING END) ANGLE FOR TOP COVER (SIZE VARIES) WITH 1/4"0 ITW TAPCON CONCRETE ANCHOR (3 16" O.C. WITH 1 -174" MIN. EMBEDMENT SEE STORM BAR SCHED. "MIN. SEP. FROM GLASS", PG. 8 EXISTING GLAZING EXISTING STRUCTURE ROLL -UP SHUTTER HOOD BOX SIDE FRAME O ISOMETRIC OF CAST HEADER ASSEMBLY N.T.S. ROLL -UP SHUTTER HOOD TUBULAR MOTOR MOTOR SUPPORT \ —SHAFT CONNECTOR HANDLEBL SHAFT HOUSING OCTAGONAL GALV. STEEL ROLLER TUBE \_\--r®OR® SAFETY STOP 5 7 9 100R 1 ; 1"x2 "x .125" x CONT. ALUM. ALLOY ANGLE W/ #12x1 "SMS 16" O.C. AT ACH LEG 100R 11 .—SAFETY PLATE (EACH SIDE) Goo - T O BUILD -OUT SECTION WITH STORM BARS SCALE: 3/4" = 1' - 0" 1 GEAR BOX DRIVE SHAFT NOA!/ OR UNIVERSAL DRIVE ASSEMBLY ROLL -UP SHUTTER__ HOOD HOOD SUPPORT SYST =M z2 "x.125 x CONT. ALUM. ALLOY_ ANGLE WITH #12 1 " SMS [a1 16 "O.C.TO HOOD AND ONE #10 THRU BOLT & NUT OR #12 DRILL -FLEX COATED FASTENER TO SLAT GUIDE OR ALUMINUM HEADER Approved us crr,;plping with the r u• c Miami Dad: ' - uct Control KNEZEVICH scale AS NOTED (design by VJK dare 06/21/01 (drawn by l MC checked by( VJKI drawing no. 02 -601 ((sheet 3 of 12 )1 MINIMUM SHUTTER SYSTEM SEPARATION FROM GLASS SCHEDULE B-4 POSITIVE DESIGN WIND LOAD (P.S.F.) ACTUAL SHUTTER SPAN (L) (FT. - IN.) MINIMUM SEPARATION FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' -0' ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' -0' ABOVE GRADE (INCHES) . 25.0 NEGATIVE LOADS LOAD 10' - 5" 40.0 (P.S.F.) TOTAL SLAT SPAN TOTAL SLAT SPAN 7' - 10 (FT. - IN.) (FT. - IN.) 24.7 7' - 6" 8' - 11" 28.2 7' - 3" 30.0 3' - 0" 2" 1 -1/8" 4' - 1" 2" 1 -1/1." 5' - 0" 2 -1/2" 1 -1/2" 6' - 2" 2 -1/2" 2 -1/8" 8' - 11" 5 -7/8" 5 -7/8" 40.0 3'- 0" 2" 1 -1/8" 6' - 2" 2" 1 - 1/4" 5' - 0" 2 -1/2" 1 -5/8" 6' - 2" 2 -1/2" 2 -1/2" 8' - 4 " 5 -7/8" 5 -7/8" 50.0 3' - 0" 2" 1 -1/8" 4 - 1 2" 1 -3/8" 6'- 2" 2 -7/8" 2 -7/8" 7' - 10" 5 -5/8" 5 -5/8" 60.0 4' - 1" 2" 1 -1/2" 5' - 0" 2" 2" 6' - 2" 3 -1/8" 3 -1/8" 7' - 1" 5" 5" 70.0 4' - 1" 2" 1 -1/2" 5' - 0" 2 -1/8" 2 -1/8" 6' - 2" 3 -1/2" 3 -1/2" 6' - 9" 4 -3/4" 4 -3/4" 80.0 4' - 1" 2" 1 -1/2" 5' - 0" 2 -1/4" 2 -1/4" 6' - 2" 3 -7/8" 3 -7/8" 6'- 7" 4 -3/4" 4 -3/4" 90.0 4' - 1" 2" 1 -5/8" 5' - 0" 2 -3/8" 2 -3/8" 6' - 2" 4 -1/4" 4 -1/4" 6' - 3" 4 -1/2" 4 -1/2" 100.0 3' - 0" 1 -1/4" .1 -1/4" 4' - 1" 2" 1 - 5/8" 5' - 11" 4 -1/4" 4 -1/4" SINGLE ALLOWABLE SLAT SPAN SCHEDULE B -1 CONTRACTOR / INSTALLER TO UTILIZE SMALLEST OF POSITIVE LOAD SPAN AND NEGATIVE LOAD SPAN FOR EACH OPENING DESIGN WIND LOAD (P.S.F.) SPANS FOR SPANS FOR DESIGN WIND POSITIVE LOADS NEGATIVE LOADS LOAD 10' - 5" 40.0 (P.S.F.) TOTAL SLAT SPAN TOTAL SLAT SPAN 7' - 10 (FT. - IN.) (FT. - IN.) 24.7 7' - 6" 8' - 11" 28.2 7' - 3" 8' - 6" 32.0 7' -0" 8' -2" 35.7 6' - 10" 7' - 11" 39.6 6' - 8" 7' - 7" 45.7 6' -5" 7• -3" 51.5 6' -3" 7' -0" 52.7 6' -3" 6' -11" 55.6 6' - 2" 6' - 10" 57.8 6' -1" 6' -9" 59.3 6' - 0" 6' - B" 60.0 6' -0" 6' -8" 62.3 5' -11" 6' -7" 64.7 5' - 11" 6' - 6" 67.3 5' -10" 6' -5" 69.0 5' -10" 6' -4" 70.0 5' -9" 6' -4" 72.8 5' -9" 6' -3" 75.8 5' - 8" 6' - 2" 80.0 5' - 7" 6' - 0" 90.0 5' -5" 5' -9" 100.0 4' - 11" 5' - 4" 110.0 4' - 6" 4' - 10" 120.0 4' - 4 130.0 3' - 10" 140.0 3' - 6" 3' -9" 150.0 3' - 3" 3' - 6" 160.0 3' - 1" 3' - 4" 170.0 2' - 11" 3' - 1" 180.0 2' -9" 2' -11" 190.0 2' -7" 2' -9" 200.0 2' - 5" 2' - 8" 210.0 2' - 4" 2' - 6" 220.0 2' -3" 2' -5" DOUBLE ALLOWABLE SLAT SPAN SCHEDULE B -2 CONTRACTOR / INSTALLER TO UTILIZE SMALLEST OF POSITIVE LOAD SPAN AND NEGATIVE LOAD SPAN FOR EACH OPENING DESIGN WIND LOAD (P.S.F.) SPANS FOR POSITIVE LOADS SPANS FOR NEGATIVE LOADS TOTAL SLAT SPAN (FT. - IN.) TOTAL SLAT SPAN (FT. - IN.) 30.0 8' - 11" 10' - 5" 40.0 8' - 4" 9' - 0" 50.0 7' - 10 8' - 1" 60.0 7' - 1" 7' -1 70.0 6' - 7" 6' - 10" 80.0 6' -2" 6' - 4" 90.0 5'- 10" 6' - 0" 100.0 5' - 6" 5' - 8" 110.0 5' -3" 5' -5" 120.0 5' - 0" 5' - 2" 130.0 4' - 10' 5' - 0" 140.0 4' -8" 4' -10" 150.0 150.0 4' -1" 160.0 160.0 3' -10" 170.0 3' - 10" 4' - 2" 180.0 3' - 8" 3' - 11" 190.0 3' - 6" 3' - 8• 200.0 3' - 3" 3' = 6" 210.0 3' - 2" 2' -11" 220.0 3' - 0" 3' - 2" MORE THAN CONTRACTOR UTILIZE SMALLEST LOAD SPAN SPAN 2 ALLOWABLE SLAT SPAN SCHEDULE B -3 / INSTALLER TO OF POSITIVE AND NEGATIVE LOAD FOR EACH OPENING DESIGN WIND LOAD (P.S.F.) SPANS FOR POSITIVE LOADS SPANS FOR NEGATIVE LOADS TOTAL SLAT SPAN (FT. - IN.) TOTAL SLAT SPAN (FT. - IN.) 30.0 8' - 5" 10' - 4 40.0 7' - 10" 9' - 5" 50.0 7' -S" 8' -9" 60.0 7' -1 8' -0" 70.0 6' - 9" 7' - 4" 80.0 6' - 7" 6' - 11" 90.0 6'- 3" 6' -6" 100.0 5' - 11" 6' - 2" 110.0 5' -8" 5' -10" 120.0 5' - 2" 5' - 6" 130.0 4' -9" 5' -1" 140.0 4' - 5" 4 • - 9" 150.0 4' -1" 4• -5" 160.0 3' -10" 4 ' - 2" 170.0 3' -8" 3' -11" 180.0 3' - 5" 3' - 8" 190.0 3' - 3" 3' - 6" 200.0 3' - r' 3' - 4" 210.0 2' -11" 3' -2" 220.0 2' - 10" 3' - 0" L _r SLAT SPAN SINGLE SPAN LAYOUT SLAT SPAN SLAT SPAN Y a Y 8 y DOUBLE SPAN LAYOUT SLAT SPAN O e 1 I I SLAT SLAT SPAN SPAN MULTIPLE SPAN LAYOUT NOTE: • INTERPOLATE FOR SLAT SPANS 8 DEFLECTION BETWEEN THOSE SHOWN ON THIS SHEET. Approved as tor.:, lvin� 1ri.h the Riialni DIMIC " nr.1 Central Di1•isien (dare 06/21/01) scale AS NOTED design by VJK (Checked by [ checked drawn by MC 1" MIN. x 1/4" THICK BUILD -OUT TUBE FASTEN TO WALL THROUGH ACCESS HOLES WITH TWO 1/2 "o LOK /BOLTS ACCESS HOLES TWO 3/8 "OS THRU BOLTS TWO 2" x HEADER SUPPORT ANGLES, 1 /B" THICK (LEG LENGTH & ANGLE WIDTH VARIES) BUILD -OUT (SIZE VARIES) \- 1 -1/2" x 2 -1/2" x 1/8" x 0' -3" ALUM. ANGLE WITH THREE #12 SMS TO TUBE & TWO 1/4 -20 MACHINE SCREWS WITH NUTS TO DRUM SUPPORT PLATE DRUM SUPPORT PLATE DETAIL SCALE: 1 -1/2" = 1' - 0" ROLL -UP SHUTTER HOOD 10" —DRUM SUPPORT PLATE ACCESS HOLE OR 3® O DRUM SUPPORT & HEADER TO BUILD -OUT DETAIL SCALE: 1 -1/2" = 1' - 0" HEADER 1-1/2" x 2 -1/2 " x 1/8" x 0' -3" ALUM. ANGLE WITH TWO 1/4 "co TAPCONS WITH 1 -1/4" MIN. EMBEDMENT INTO WALL & TWO 1/4 -20 MACHINE SCREWS WITH NUTS TO DRUM SUPPORT PLATE ANGLE MAY BE DIRECT MOUNTED TO WALL WITH CONCRETE BLOCK FASTENERS TWO 2" x HEADER SUPPORT ANGLES, 1/8" THICK (LEG LENGTH & ANGLE WIDTH VARIES) ANGLES MAY TURN UP OR DOWN AGAINST WALL DRUM ��R0LL - UP SHUTTER HOOD 10" —CAST BOX SIDE FRAME O CAST DRUM SUPPORT & HEADER DETAIL WITH BUILD -OUT SCALE: 1 -1/2" = 1' - 0" `- HEADER DRUM SUPPORT PLATE OR® O ALT. DRUM SUPPORT & HEADER TO WALL DETAIL SCALE: 1 -1/2" = 1' - 0" HEADER DRUM TWO 2" x HEADER SUPPORT ANGLES, 1/8" THICK (I.EG LENGTH & ANGLE WIDTH VARIES) DRUM DROLL -UP SHUTTER HOOD 10" ROLL -UP SHUTTER HOOD 10" -CAST BOX SIDE FRAME O HEADER SUPPORT ON ANGLE ATTACHED TO GUIDE SCALE: 1 -1/2" = 1' - 0" TWO 2" x HEADER SUPPORT ANGLES, 1/8" THICK (LEG LENGTH & ANGLE WIDTH VARIES) - C1 ANGLES MAY TURN UP OR DOWN AGAINST WALL o e O CAST DRUM SUPPORT & HEADER DETAIL SCALE: 1-1/2" = 1' - 0" HEADER "—HEADER DRUM ROLL - UP SHUTTER HOOD 10" CAST BOX SIDE FRAME ROLL -UP SHUTTER HOOD 10" -CAST BOX SIDE FRAME DRUM TWO 2" x HEADER SUPPORT ANGLES, 1/8" THICK (LEG LENGTH & \-®OR® ANGLE WIDTH VARIES) O HEADER SUPPORT ON ANGLE ATTACHED TO GUIDE SCALE: 1 -1/2" = 1' - 0" Approved as complying C with the Flori a nniz E 1 c2002 {!1 :f� Ui! NO:.1! f:1::r.:i :'Dade [date 06/21/011 ( scatty AS NOTED (design by 1 ( VJK drawn by MC Checked Sy' VJKI drawing no. 02 -601 sheet 5 of 12) NUMBER OF STORM BARS HEADER REACTION DETERMINATION SCHEDULE E HEADER REACTION EACH END (LBS.) 1 .5 X ONE STORM BAR END REACTION 2 1 X ONE STORM BAR ENO REACTION 3 OR MORE 1.5 X ONE STORM BAR END REACTION 3" MIN. EDGE DIST. (TYP.) 2d I MN. 3d 2d 2d MIN. \ / 'ice 3d MIN. '�2 d miN d TENSION CONNECTION TO WALL FOR O STORM BAR, HEADER, OR MULLION N.T.S. EXIST. CONC. OR BLOCK STRUCTURE O HEADER TO WALL SECTION SCALE: 1 -1/2" = 1' - 0" WALL MOUNT SIDE WALL MOUNT SIDE NOTE: ANGLE ISOMETRIC DEPICTS MAXIMUM NUMBER OF ANCHOR BOLTS AND TEK SCREWS, AND THEIR ARRANGEMENT. FOR LESS ANCHORS OR TEK SCREWS, ANY 3d OR 10d DIMENSIONS MAY BE = 0. ,2 " X 2" MIN. IYP. EA. SIDE OF HEADER (SEE SCHEDULE E FOR FASTENER INFO.) TYP. EACH END X 0 z oz J Q J o V1 SHEAR CONNECTION TO FLOOR OR CEILING FOR STORM BAR, HEADER, OR MULLION N.T.S. /6 TWO 1/4 "o x 3 -1/2" (A325) THRU BOLTS WITH LOCK NUT Block = B ANCHOR AND FASTENER - SCHEDULE C (FOR TENSION CONNECTION) Concrete = C POWERS/RAWL LOK/BOLT - TENSION IN CONCRETE OR BLOCK POWERS/RAWL CALK -IN - TENSION IN CONCRETE OR BLOCK ANCHOR TYPE LOK/BOLT CALK -IN LOK/BOLT LOK/BOLT CALK -1N CALK -LOK LOK/BOLT CALK -IN LOK/BOLT MATE TYPE B B B B B C C C C STORM BAR RIAI.& MUWON REACTIO (LBS.) WALL MOUNT EMBEDMENT QUANTITY OF CONCRETE OR UUNE7ER DISTANCE DISTANCE FASTENERS D EDGE (IN.) (IN.) PER ANGLE DISTA (IN.) 600 0.250 850 0.375 1200 0.250 1700 2508 2700 L810 5015 0.375 0.500 0.375 0.375 0.500 1200 0.250 1.125 1.250 1.125 1.125 1.250 1.5 -2.25 1.625 1.250 2.250 1 2 2 2 1 2 2 2 3.0 4.5 3.0 3.0 4.5 6.0 4.5 4.5 6.0 ANGLE DIMENSIONS THICKNESS OF MIN. (L) LENGTH TWO (2) ANGLES OF EACH ANGLE (IN.) (IN.) 0.125 0.125 0.125 0.250 0.250 0.250 0.250 0.250 0.250 3.00 .08 5.76 L.00 5.25 3.01 5.25 11.50 11.50 STORM BAR, MUWON OR HEADER TO ANGLES No. OF TEK SCREWS EA. LEG EACH ANGLE 3 3 3 3 L 6 7 SIZE OF TEK SCREWS #12 #14 #14 1 - - MAX. DESIGN LOAD = ±72.00 P.S.F. O MULLION TO PLATE / WALL (TOP) O SECTION SCALE: 1 -1/2" = 1" - 0" SCALE: 1 -1/2" = 1' - K B B B B C C C C C 318 635 0 635 0.250 1270 1625 1800 3250 4220 5800 0.250 0.375 0.375 0.37 0.37 0.50 0.37 STORM RAF ANCHOR TERIAL& MUWON TYPE TYPE REACTION (LBS.) 71 METER LOK/BOLT CALK -LO LOK/BOLT LOK/BOLT LOK/BOLT CALK -IN LOK/BOLT CALK -IN CALK -LOK LOK/BOLT I (SEE SCHEDULE C) 3" MIN. EDGE i DISTANCE (TYP.)I /// SEE FASTENER SCHEDULE C 7 FOR APPROPRIATE TENSION 7 FASTENER / EXIST. CONC. OR BLOCK STRUCTURE ✓ v Z J CC Q CO F CC 0 ✓ V1� o OR' EMBEDMENT DISTANCE (IN.) 1.125 875 -1.125 1.125 1.125 1.625 .875 1.625 1.250 1.5 -2.25 1 625 O STORM BAR / MULLION TO WALL SECTION SCALE: 1-1/2" = 1' - 0" HEADER ` -- \1 3 . 2" X 2" MIN. TYP. EA. SIDE OF HEADER (SEE SCHEDULE E FOR FASTENER INFO.) STORM BAR O HEADER TO STORM BAR DETAIL SCALE: 1 -1/2" = 1' - 0" 12 -1/4" x 10" x 1/2" 6061 -T6 ALUMINUM ALLOY PLATE FIVE 3/8 "e5 POWERS/ RAWL TAPPER WITH MIN. 1 -3/4" EMBEDMENT AND 2" EDGE DISTANCE ACCESS HOLES TWO 1/4 "cO x 3-1/2" (A325) THRU BOLTS WITH LOCK NUT ANCHOR AND FASTENER - SCHEDULE D (FOR SHEAR CONNECTION) Block = B Concrete = C POWERS/RAWL LOK/BOLT - SHEAR IN CONCRETE OR BLOCK POWERS/RAWL CALK -IN - SHEAR IN CONCRETE OR BLOCK WALL MOUNT QUANTITY OF FASTENERS PER ANGLE 1 4 2 1 2 2 2 2 4 SEE FASTENER 7 SCHEDULE C ''L (SEE t - DETAIL A /6) 3" MIN. EDGE / / 1 DISTANCE (TYP.)✓ 1' MIN. //� ACCESS O PLAN VIEW HOLES K SCALE: 1-1/2" = 1 - 0" ONCRETE OR THICKNESS OF BLOCK EDGE TWO (2) ANGLES (IN.) DISTANCE (IN.) 1.25 3.00 1.25 3.00 4.50 3.00 4.50 4. 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.125 6.00 0.125 4.50 0.125 O HEADER TO WALL SECTION SCALE: 1 -1/2" = 1' - 0" EXIST. CONC. OR / BLOCK STRUCTURE X13). 2" X 2" MIN. I ¥Y P. EA. SIDE OF HEADER (SEE SCHEDULE E FOR FASTENER INFO.) TYP. EACH END EXIST. CONC. OR BLOCK STRUCTURE -I. (SEE SCHEDULE 0) -- SEE FASTENER I SCHEDULE D I- - 2" X 2" AL. ANGLE MIN. SEE FASTENER SCHEDULE D FOR APPROPRIATE SHEAR FASTENERS O STORM BAR / MULLION TO FLOOR I CEILING DETAIL SCALE: 1 -1/2" = 1' - 0" ANGLE DIMENSIONS MIN. (L) LENGTH OF EACH ANGLE (IN.) SEE DETAIL B/6 WOOD FASTENING NOTES: GALVANIZED STEEL OR 410 STAINLESS STEEL WITH FLUOROCARBON COATING LAG SCREW FOR WOOD, MAY BE USED AT LOADS. QUANTITY AND EMBEDMENT INDICATED FOR BLOCK OR CONCRETE. EMBEDMENT SHALL BE AT THE CENTER OF A PRIMARY FRAMING MATERIAL SUCH AS A 2x WOOD STUD OR A 2x WOOD HEADER OR SILL PLATE. SEE SCHEDULES C & D FOR ANGLE. ANCHOR, FASTENER QUANTITY AND SIZE. STORM BAR. MUWON OR HEADER TO ANGLES No. OF TEK LEG SCREWS E ANGLE 2 2 3 3 3 3 5 6 8 8 OF TEK SCREWS #12 #12 #12 #12 #12 #12 #14 # #14 Arpr ovcd :s cor,,pl i with the NOAPO 1111 ;:I I I;adc Virisioa ru Y 2 w • VJ. KNEzEVI01 PROMSSIONAL r u No: • scale AS NOTED 0 200 O N S 0 N 0 10 dare 0 6/21 /0 1 (drawn by l MC IV n m 2 5 2 z z 2 UN O J 0 X QQ Ide sign by l VJK N 0 O checked by VJK drawing no. 02 -601 sheet 6 of 12 { EXTERIOR STORM BAR SPAN SCHEDULE (F' MULTIPLE SPAN CONDITION (ALL SPANS) NEGATIVE DESIGN LOAD (P.S.F.) SLAT S OR STORM BAR SPACING (IN.) STORM BAR TYPE AND MAXIMUM LENGTH (INCHES) ® 3/4' x 2 -1R' ® END REACTION (LBS.) G 1' x 3' 18 ; END REACTION (LBS.) 2' x 3' HEAVY 111 END REACTION (LBS.) 2' x 6" O9 END REACTION (LBS.) 10 2' x 8' 10 END REACTION (LBS.) 120.0 30 60 936 72 1132 103 1603 115 1798 165 2261 36 S5 1030 66 1266 96 1756 105 1970 132 2677 62 51 1117 62 1351 87 1897 97 2127 122 2675 L8 48 1198 58 1669 81 2028 91 2276 116 2860 56 65 1275 55 1561 76 2151 86 2412 108 3036 60 63 1367 52 1629 73 2268 81 2563 102 3198 66 41 1616 50 1712 69 2378 78 2667 98 3356 130.0 24 66 867 77 1049 110 1693 124 1676 155 2102 30 58 976 70 1180 99 1669 111 1871 139 2353 36 53 1075 61. 1299 90 1828 101 2050 127 2578 1.2 69 1.6 116_5_ 1250 1832 1609_ 1511 -- - 1603 83 78 73 1975 93 2216 118 110 _ - 10 1. -- 2785 _ 2977 _ - 315"1 -- 68 _59 _ 56 53 2111 2239 _87 62 _ 2367 2511 -- 54 44 1330 61 41 1617 50 1713 69 2380 78 2669 98 3356 140.0 18 71 775 86 937 123 1361 138 1501. 172 1879 21. 62 902 75 1091 106 1549 119 1737 150 2181. 30. 56 1015 67 1227 95 1732 107 1962 136 21.62 36 51 1117 62 1351 87 1897 97 2127 122 2675 42 47 1212 57 1665 80 2069 90 2298 113 2890 48 45 1299 54 1571 75 2191 86 2656 106 3089 58 41 1435 69 1735 68 2408 77 2700 96 3396 150.0 18 69 803 83 972 118 1389 133 1557 166 191.8 26 60 936 72 1132 103 1603 115 1798 145 2261 30 54 1053 65 1273 92 1793 103 2010 129 2528 36 69 1159 60 1601 86 1964 96 2202 118 2769 42 46 1256 56 1519 78 2121 87 2378 109 2991 68 43 1347 52 1629 73 2268 81 2543 102 3198 56 39 1510 47 1822 65 2530 73 2837 92 3567 160.0 18 67 831 80 1006 115 1434 129 1608 161 2015 21. 58 968 70 1171 99 1656 111 1857 140 2335 30 52 1089 63 1317 89 1851 100 2076 125 2611 36 48 1198 58 1649 81 2028 91 2276 116 2860 42 45 1299 54 1571 75 2191 84 2456 106 3089 48 42 1394 51 1685 70 2362 79 2626 99 3302 53 60 1468 48 1773 67 2461 75 2759 94 3470 170.0 18 65 859 78 1038 111 1678 125 1658 157 2080 26 56 1000 68 1209 96 1707 108 1914 136 2407 30 51 1124 61 1359 86 1908 97 211.0 122 2691 36 47 1237 56 1496 79 2091 88 2346 111 2948 42 43 1341 52 1622 73 2258 82 2532 103 3184 48 41 1438 49 1739 68 2416 76 2707 96 3401. 50 40 1469 48 1775 67 2464 75 2763 96 3474 180.0 18 63 885 76 1070 108 1521 121 1706 152 2141. 18 63 885 76 1070 108 1521 121 1706 152 2141. 18 63 885 76 1070 108 1521 121 1706 152 2144 24 55 1030 66 1266 94 1756 105 1970 132 2477 30 49 1159 60 1401 84 1964 94 2202 118 2769 36 65 1275 55 1541 76 2151 86 2412 108 3034 47 40 1666 48 1770 67 2458 75 2756 94 3466 200.0 18 60 936 72 1132 103 1603 115 1798 145 2261 18 60 936 72 1132 103 1603 115 1798 165 2261 18 60 936 72 1132 103 1603 115 1798 145 2261 21. 52 1089 63 1317 89 1851 100 2076 125 2611 30 47 1224 57 1481 79 2070 89 2321 112 2919 36 43 1367 52 1629 73 2268 81 2543 102 3198 62 40 1660 48 1766 67 2449 75 2746 95 3454 220.0 18 57 986 69 1190 98 1682 110 1886 138 2371 18 57 986 69 1190 98 1682 110 1886 138 2371 18 57 984 69 1190 98 1682 110 1886 138 2371 26 50 1145 60 1384 85 1942 95 2177 119 2738 30 45 1287 54 1556 76 2171 85 2434 107 3061 36 41 1416 50 1712 69 2378 78 2667 98 3354 38 40 1457 49 1760 67 2643 76 2760 95 3446 EXTERIOR STORM BAR SPAN SCHEDULE 'F `- MULTIPLE SPAN CONDITION (ALL SPANS) NEGATIVE LOAD L LO D) SLAT STORM BAR TYPE AND MAXIMUM LENGTH (INCHES) SPAN STORM BAR SPACING 3/4' (IN.) x 2 -1 /2 ® END REACTION (LBS.) V x 3' ® END REACTION (LBS.) 11' 2' x 3' HEAVY 1 END REACTION (LBS.) -- 2' x 6' ® END REACTION (LBS.) 10 2' x 8' 10 END REACTION (LBS.) 68 92 574 111 695 162 1014 182 1137 224 1400 60 83 647 100 783 145 1136 163 1271 202 1575 72 76 714 92 863 132 1262 149 1393 185 1733 30.0 84 71 775 86 937 123 1341 138 1501. 172 1879 96 67 831 80 1006 115 1634 129 1608 161 2015 108 63 885 76 1070 108 1521 121 1706 1 2164 121 60 940 72 1137 102 1610 115 1805 144 2270 40.0 36 92 576 111 _ 695 162 1016 182 1137 224 1400 68 80 670 97 811 141 1171 158 1313 196 1629 60 72 755 88 913 126 1309 141 1468 176 1832 72__ 81. 96 __ 67 _ 62 58 831 902 968 80 1006 1091 1171 115 1436 129 1608 1737 1857 161 2015 2184 233 75 70 106 1549 119 150 140 99 1656 111 113 56 1055 65 1276 92 1797 103 2015 129 2534 48 72 755 88 913 126 1309 141 1468 176 1832 54 69 803 83 972 118 1389 133 1557 166 1968 5 60 65 850 79 1028 112 1466 126 1641 158 2059 66 62 894 75 1081 107 1535 120 1721 151 2166 72 60 936 72 1132 103 1603 115 1798 145 2261 78 58 976 70 1180 99 1669 111 1871 139 2353 105 50 1142 61 1380 85 1936 95 2171 120 2730 60.0 48 67 831 80 1006 115 1431. 129 1608 161 2015 54 63 885 76 1070 108 1521 121 1706 152 2144 60 60 936 72 1132 103 1603 115 1798 145 2261 66 57 984 69 1190 98 1682 110 1886 138 2371 55 1030 66 1246 94 1756 105 1970 132 2477 _ 72 7 8 53 1075 66 1299 90 1828 101 2050 127 2578 96 48 1198 58 1449 81 2028 91 2274 114 2860 72.0 48 61 916 74 1107 105 1571 117 1762 148 2215 54 58 974 70 1179 99 1666 111 1869 139 2350 60 55 1030 66 1246 94 1756 105 1970 132 2677 66 53 1083 64 1310 89 1842 100 2066 126 2598 72 50 1134 61 1371 86 1924 96 2158 121 2713 78 49 1183 59 1430 82 2003 92 2246 116 2821. 81 48 1206 58 1459 81 2041 90 2288 114 2878 80.0 48 61 916 74 1107 105 1571 117 1762 148 2215 54 58 974 70 1179 99 1666 111 1869 139 2350 60 55 1030 66 1246 94 1756 105 1970 132 2477 66 53 1083 64 1310 89 1842 100 2066 126 2598 72 50 1134 61 1371 86 1924 96 2158 121 2713 78 69 1183 59 1430 82 2003 92 2246 116 2824 83 47 1222 57 1477 80 2066 89 2317 112 2913 90.0 36 55 1030 66 121.6 94 1756 105 1970 132 2477 52 1096 63 1325 88 1863 99 2089 125 2627 49 1159 60 1401 84 1966 91. 2202 118 2769 47 1218 57 1473 BO 2060 90 2310 113 2904 O 45 1275 55 1541 76 2151 86 2412 108 3031. 44 1330 53 1607 73 2239 82 2511 104 3157 44 1330 53 1607 73 2239 82 2511 104 3157 100.0 36 60 936 72 1132 103 1603 115 1798 145 2261 62 56 1015 67 1227 95 1732 107 1942 134 2462 48 52 1089 63 1317 89 1851 100 2076 125 2611 56 49 1159 60 1401 84 1964 94 2202 118 2769 60 67 1224 57 1481 79 2070 89 2321 112 2919 66 45 1287 54 1556 76 2171 85 2434 107 3061 74 43 1367 51 1652 72 2299 80 2578 101 3242 110.0 36 57 986 69 1190 98 1682 110 1886 138 2371 42 53 1067 64 1291 91 1816 102 2037 128 2561 48 50 1145 60 1386 85 1942 95 2177 119 2738 54 47 1218 57 1473 80 2060 90 2310 113 2904 60 45 1287 54 1556 76 2171 85 2634 107 3061 66 43 1353 52 1636 72 2277 81 2553 102 3211 70 42 1395 SO 1687 70 2345 79 2630 99 3307 Y VIII/ L:J 1 SLAT SPAN C DOUBLE SPAN LAYOUT SLAT SPAN NOTE: INTERPOLATE FOR STORM BAR SPANS 8, REACTIONS BETWEEN THOSE SHOWN ON THIS SHEET. SLAT SPAN Y r-� J I. SLAT SPAN MULTIPLE SPAN LAYOUT O SLAT Si%r ::i:if::1:1 �;iYiS iglt ro V.J. IQV q , NO PE 1 091 3 c 0 M 2 z 8 0 0 Z 06/21/01 checked by VJK drawing no. 02 -601 CONSULTING ENGINEERS • PRODUCT TESTING 1260 N. UNIVERSITY DRIVE, SUITE 180 • FORT LAUDERDALE, FL 33322 7835 WEST 2nd COUnT . INTERIOR STORM BAR SPAN SCHEDULE <G) - MULTIPLE SPAN CONDITION (ALL SPANS) POSITIVE DESIGN LOAD (P.S.F.) SLAT STORM BAR TYPE AND MAXIMUM LENGTH (INCHES) SPAN STORM BAR SPACING 3/4' (IN.) O x 2 -1/2 O END REACTION (LBS.) O MIN. SEP. FROM GLASS (IN.) CH) 1' x 3' 0 END REACTION (LBS.) U MIN. SEP. FROM GLASS (IN.) 2' x 3' HEAVY 11 END REACTION (LBS.) 11 MIN. SEP. FROM GLASS (IN.) 09 2' x 6' 09 END REACTION (LBS.) 0 MIN. SEP. FROM GLASS (IN.) 1 2' x 8' 1- END REACTION (LBS.) ( MIN. SEP. FROM GLASS (IN.) 36 105 492 2 -1/2" 127 596 2 -7/8" 152 717. 3'• 192 899 3" 231 1084 3" 48 92 S7. 2 -1/8" 111 695 2 -1/2" 11.2 886 3" 179 1116 3" 215 1345 3" 60 83 647 2• 100 783 2 -1/4" 134 1048 3" 163 1271 2 -3/4'• 202 1575 2 -7/8" 30.0 72 76 714 1 -7/8" 92 863 2" 128 1201 3" 149 1393 2 -1/2"' 185 1733 2 -5/8" 84 71 775 1 -3/4" 86 937 1 -7/8" 123 1341 3" 138 1504 2 -1 /6 172 1879 2 -1/2" 96 67 831 1 -5 /8" 80 1006 1 -3/4" 115 11.34 2 -3/4" 129 1608 2 -1/8" 161 2015 2 -1/4" 107 63 881 1 -1/2" 76 1065 1 -3/4" 109 1574 2 -1/2" 122 1698 2" 153 2133 2 -1/8 " 36 92 574 2 -1/8" 111 695 2 -1/2" 1 ' 886 3" 179 1116 3" 215 1345 3 '' 48 80 670 1 -7/8" 97 811 2 -1/8" 132 1100 3'" 158 1313 2 -S /B" 196 1629 2 -7/8'" 40.0 60 72 755 7 -3 /4 88 913 1 -7/B" 725 1300 3" 741 1468 2 -1/4" 176 1832 2 -1/2" 72 67 831 1 -5 /8" 80 1006 1 -3/4" 115 1434 2 -3/4 129 1608 2 -1/8" 161 2015 2 -1/4" 84 62 902 1 -1/2" 75 1091 1 -5/8 106 1549 2 -1/2" 119 1737 1 -7/8" 150 2184 . 2 -1/8" 96 58 968 1 -1/2" 70 1171 1 -5/8" 99 1656 2 -1/4" 111 1857 1 -7/8" 11.0 2335 2" 100 57 989 1 -1/2" 69 1196 1 -1/2" 97 1690 2 -1/1." 109 1895 1 -3/4" 137 2383 1 -7/8" 48 72 755 1 -3/4" 88 913 1 -7/8" 125 1300 3" 11.1 1468 2 -1/4" 176 1832 2 -1/2" 51. 69 803 1 -5 /8" 83 972 1 -7/8" 118 1389 2 -7/8" 133 1557 2 -1 /8" 166 1948 2 -3/8 60 65 850 1 -5/8 " 79 1028 1 -3/4" 112 1464 2 -5/8" 126 1641 2" 158 2059 2 -1 /1." 50.0 72 60 936 1 -1/2" 72 1132 1 -5/8" 103 1603 2 -3/8" 115 1798 1 -7/8" 145 2261 2" 56 1015 1 -1/2" 67 1227 1-1/2" 95 1732 2 -1/8' 107 191.2 1 -3/4•' 131. 241.2 1 -7/8" _81. 96 52 1089 1 -1/2" 63 1317 1 -1/2" 89 1851 2 " 100 2076 1 -5/8" 125 2611 1 -3/1. 94 53 1077 1 -1/2" 64 1302 1 -1/2" 90 1832 2 -1/8" 101 2054 1 -5/8" 127 2581. 1 -3/4" 60.0 48 67 831 1 -5/8" 80 1006 1 -3/4" 115 11.31. 2 -3/4" 129 1608 2 -1 /8" 161 2015 2 -1/4" 54 63 885 1 -1/2"' 76 1070 1 -3/4" 108 1521 2 -1/2" 121 1706 2" 152 2144 2 -1/8" 60 60 936 1 -1/2" 72 1132 1 -5 /8" 103 1603 2 -3/8" 115 1798 1 -7/8" 145 2261 2" 72 SS 1030 1 -1/2" 66 1246 1 -1/2" 91. 1756 2 -1 /8" 105 1970 1 -3/4" 132 2477 1 -7/8" 78 53 1075 1 -1/2" 64 1299 1 -1/2 90 1828 2 -1/8" 101 2050 1 -5/8" 127 2578 1 -3/4" 84 51 1117 1 -3/8" 62 1351 1 -1/2" 87 1897 2" 97 2127 1 -5 /8" 122 2675 1 -3/1." 85 51 1124 1 -3/8" 61 1359 1 -1/2" 86 1908 2" 97 211.0 1 -5/8" 122 2691 1 -3/4" 72.0 48 62 902 1 -1/2" 75 1091 1 -5 /8" 106 1549 2 -1/2" 119 1737 1 -7/8" 150 2184 2 -1/8" 54 59 960 1 -1/2" 71 1161 1 -5/8" 100 1643 2 -3/8" 112 181.2 1 -7/8" 141 2317 2" 60 56 1015 1 -1/2" 67 1227 1 -1/2 9S 1732 2 -1/8" 107 1942 1 -3/4" 134 2442 1 -7/8" 66 53 1067 1 -1/2" 61. 1291 1 -1/2" 91 1816 2 -1/8" 102 2037 1 -5/8" 128 2561 1 -3/4" 72 51 1117 1 -3/8" 62 1351 1 -1/2" 87 1897 2" 97 2127 1 -5/8" 122 2675 1 -3/4" 78 49 1165 1 -3/8" 59 1409 1 -1/2" 83 1975 1 -7/8" 93 2211. 1 -1/2" 118 2785 1 -5/8" 81 48 1189 1 -3/8" 58 1437 1 -1/2" 82 2012 1 -7/8" 92 2256 1 -1/2" 115 2838 1 -5/8" 80.0 48 58 968 1 -1/2" 70 1171 1 -5 /8" 99 1656 2 -1 /4" 111 . 1857 1 -7/8 " 140 2335 2" 54 55 1030 1 -1/2" 66 1246 1 -1/2" 94 1756 2 -1/8" 105 1970 1 -3/4" 132 2477 1 -7/8" 60 52 1089 1 -1/2" 63 1317 1 -1/2" 89 1851 2" 100 2076 1 -5/8" 125 2611 1 -3/4" 66 50 1145 1 -3/8" 60 1384 1 -1/2" 85 1942 1 -7/8" 95 2177 1 -1/2" 119 2738 1 -5/8" 72 48 1198 1 -3/8" 58 11.1.9 1 -1/2" 81 2028 1 -7/8" 91 2274 1 -1/2" 114 2860 1 -5 /8" 78 46 1250 1 -3/8" 56 1511 1 -1/2" 78 2111 1 -3/4" 87 2367 1 -1/2" 110 2977 1 -1/2" 79 46 1258 1 -3/8" 55 1521 1 -3/8" 77 2124 1 -3/4" 87 2382 1 -1/2" 709 2996 1 -1/2" 90 42 59 960 1 -1/2" 71 1161 1 -5/8" 100 1643 2 -3/8" 112 1842 1 -7/8" 141 2317 2" 48 55 1030 1 -1/2 66 1246 1 -1/2" 9L 1756 2 -1/8" 105 1970 1 -3/4" 132 2477 1 -7/8" 54 52 1096 1 -1/2" 63 1325 1 -1/2" 88 1863 2" 99 2089 1 -5/8" 125 2627 1 -3/4" 60 49 1159 1 -3/8" 60 1401 1 -1/2" 84 1964 1 -7/8" 94 2202 1 -1/2" 118 2769 1 -5 /8" 66 47 1218 1 -3/8" 57 11.73 1 -1/2" 80 2060 1 -7/8" 90 2310 1 -1/2" 113 2904 1 -5/8" 72 45 1275 1 -3/8" 55 1561 1 -3/8" 76 2151 1 -3/4" 86 2412 1 -1/2" 108 3031. 1 -1/2" 75 44 1302 1 -3/8" 54 1575 1 -3/8" 75 2196 1 -3/4" 84 2462 1 -1/2" 106 3096 1 -1/2" 100.0 36 60 936 1 -1/2" 72 1132 1 -5/8" 103 1603 2 -3/8" 115 1798 1 -7/8" 165 2261 2" 42 56 1015 1 -1/2" 67 1227 1 -1/2" 95 1732 2 -1/8" 107 1942 1 -3/6" 131. 2442 1 -7/8" 1.8 52 1089 1 -1/2" 63 1317 1 -1/2" 89 1851 2" 100 2076 1 -5/8" 125 2611 1 -3/4" 54 49 1159 1 -3/8" 60 1401 1 -1/2" 84 1966 1 -7/8" 94 2202 1 -1/2" 118 2769 1 -5/8" 60 47 1224 1 -3/8" 57 1481 1 -1/2" 79 2070 1 -7/8" 89 2321 1 -1/2" 112 2919 1 -5 /8" 66 45 1287 1 -3/8" 54 1556 1 -3/8" 76 2171 1 -3/4" 85 2434 1 -1/2" 107 3061 1 -1/2" 71 43 1337 1 -1 /6" 52 1617 1 -3/8" 73 2252 1 -5/8" 82 2525 1 -1/2" 103 3175 1 -1/2" 110.0 36 57 981. 1 -1/2" 69 1190 1 -5/8" 98 1682 2 -1/4" 110 1886 1 -3/1." 138 2371 1 -7/8" 42 53 1067 1 -1/2" 64 1291 1 -1/2" 91 1816 2 -1/8" 102 2037 1 -5/8" 128 2561 1 -3/4" 48 50 1145 1 -3/8" 60 1381. 1 -1/2" 85 1942 1 -7/8" 95 . 2177 1 -1/2" 1 19 2738 1 -5/8" 54 47 1218 1 -3/8" 57 1473 1 -1/2" BO 2060 1 -7/8" 90 2310 1 -1/2" 113 2904 1 -5/8" 60 45 1287 1 -3/8" 54 1556 1 -3/8" 76 2171 1 -3/4" 85 2434 1 -1/2" 107 3061 1 -1/2" 66 43 1353 1 -1/4" 52 1636 1 -3/8" 72 2277 1 -5/8" 81 2553 1 -1/2" 102 3211 1 -1/2" 68 42 1374 1 -1 /4" 51 1662 1 -3/8" 71 2311 1 -5 /8" 80 2592 1 -1/2" 100 3259 1 -1/2" 120.0 30 60 936 1 -1/2" 72 1132 1-5/8" 103 1603 2 -3/8" 115 1798 1 -7/8" 145 2261 2" 36 55 1030 1 -1/2" 66 1266 1 -1/2" 94 1756 2 -1/8" 105 1970 1 -3/4" 132 2477 1 -7/8" 42 51 1117 1 -3/8" 62 1351 1 -1/2" 87 1897 2" 97 2127 1 -5/8" 122 2675 1 -3/6" 48 48 1198 1 -3/8" 58 1469 1 -1/2" 81 2028 1 -7/8" 91 2274 1 -1/2" 114 2860 1 -5/8" 54 45 1275 1 -3/8" 55 1541 1 -3/8" 76 2151 1 -3/4" 86 2412 1 -1/2" 108 3034 1 -1/2" 60 43 1367 1 -1/6" 52 1629 1 -3/8" 73 2268 1 -5/8" 81 2543 1 -1/2" 102 3198 1 -1/2" 62 42 1371 1-1/6" 51 1657 1 -3/8" 71 2305 1 -5 /8" 80 2585 1 -1/2" 101 3250 1 -1/2" SLAT SPAN rii SLAT SPAN DOUBLE SPAN LAYOUT MULTIPLE SPAN LAYOUT NOTE: INTERPOLATE FOR STORM BAR SPANS S. REACTIONS BETWEEN THOSE SHOWN ON THIS SHEET. rn v z Z N < 0 . 0 . N N <C ea = W wJ N UJ Z 0 UN 0J 21 DE Xx Q / ISne et 6�1 Of 12 VJ. )QIEZEVI osw PERMANENT MULLION SPAN SCHEDULE 'H DESIGN LOAD S F) SLAT MULLION TYPE AND MAXIMUM LENGTH (INCHES) SPAN STORM BAR SPACING (IN.) 0 r x 3' HEAVY 11 END REACTION (LBS.) & 11 1' x 3' 2' x 3' HEAVY & 11' END REACTION (LBS.) @ 4' x 6' ( END REACTION (LBS.) 30 48 107 613 123 704 167 958 73 60 100 699 115 803 157 - 1093 1429 72 95 780 109 897 148 1220 10,0 84 90 857 101. 985 142 1341 1901 96 87 931 100 1070 136 1456 108 81. 1002 96 1152 131 1567 96 121 81 1076 93 1237 126 1683 40,0 36 106_ 630 121 724 165 985 48 97 742 112 853 152 1161 60 91 847 105 973 142 1324 72 86 945 99 1086 135 1478 84 82 1038 95 1191. 129 1624 96 79 1128 91 1297 123 1764 113 75 1249 86 1436 117 1953 X 0,0 48 90 861 104 990 141 1347 54 87 923 100 1061 136 1443 60 85 982 97 1129 132 1537 66 82 1040 94 1196 128 1627 72 BO 1097 '92 1260 125 1715 78 78 1151 90 1324 122 1801 105 71 1381. 82 1591 111 2165 60,0 48 85 972 98 1118 133 1521 51. 82 1042 94 1198 128 1630 60 80 1109 91 1275 124 1735 66 77 1175 89 1350 121 1837 72 75 1238 87 1423 118 1937 78 73 1300 84 1495 115 2034 96 69 1478 79 1699 108 2312 72,0 48 80 1098 92 1262 125 1718 54 77 1177 89 1353 121 1840 60 75 1253 86 144.0 117 1959 66 73 1327 84 1525 114 2075 72 71 1398 81 1607 111 2187 78 69 1468 79 1688 108 2297 81 68 1503 79 1727 107 2350 80,0 48 77 1178 89 1354 121 1843 54 75 1262 86 1451 117 1971. 60 72 1344 83 1545 113 2102 66 70 1423 81 1636 110 2226 72 68 1500 79 1724 107 2346 78 67 1575 77 1811 101. 2464 83 65 1636 75 1881 102 2559 90,0 36 81 1081 93 1243 126 1691 42 77 1180 89 1356 121 1845 48 71. 1274 85 1465 116 1993 54 72 1365 82 1570 112 2136 60 69 1454 80 1671 109 2274 66 68 1539 78 1769 106 2408 78 64 1704 74 1959 100 2665 100,0 36 78 1160 89 1333 122 1814 42 74 1266 86 1455 116 1979 48 72 1367 82 1571 112 2138 54 69 1465 80 1684 108 2291 60 67 1559 77 1793 105 2439 66 65 1651 75 1898 102 2583 71. 63 1770 72 2035 99 2768 110.0 36 75 1236 87 1421 118 1933 42 72 1349 83 1550 113 2109 48 69 1457 80 1671. 109 2278 54 67 1561 77 1794 105 2441 60 65 1662 75 1910 102 2599 66 63 1760 73 2023 99 2752 70 62 1823 71 2096 97 2852 PERMANENT MULLION SPAN SCHEDULE (H) NEGATIVE DESIGN LOAD (P.S.F.) SLAT SPAN OR STORM BAR SPACING (IN.) MUWON TYPE AND MAXIMUM LENGTH (INCHES) 0 v r x 3' HEAVY O 0 END REACTION (LBS.) ®8,0®8,0 1' x 3' 2' x 3' HEAVY ! 0 END REACTION (LBS.) 12 4' x 6' 1 END REACTION (LBS.) 120.0 30 77 1185 88 1362 120 1853 36 73 1310 84 1506 115 201.9 42 70 1429 81 1643 110 2235 48 67 1544 78 1774 105 2414 54 65 1651. 75 1901 102 2587 60 63 1761 73 2024 99 2754 66 61 1865 71 211.3 96 2917 130.0 24 80 1110 91 1276 124 1737 30 75 1250 86 1437 117 1955 36 71 1382 82 1588 111 2161 42 68 1508 78 1733 107 2358 48 66 1628 75 1872 103 2547 54 63 1745 73 2006 99 2729 61 61 1876 70 2156 96 2934 140.0 18 83 1010 96 1162 130 1580 2 78 1167 89 1341 121 1825 30 73 1313 84 1509 114 2054 36 70 1452 80 1669 109 2270 42 67 1584 77 1821 104 2477 48 61. 1711 71. 1967 100 2676 58 61 1913 70 2198 95 2991 150.0 18 81 1058 91. 1216 127 1655 24 76 1222 87 1404 119 1911 30 71 1375 82 1580 112 2150 36 68 1520 78 1747 106 2377 42 65 1658 75 1906 102 2594 48 63 1791 72 2059 98 2802 56 60 1961 69 2251. 94 3068 160.0 18 80 1105 92 1270 125 1728 24 74 1275 85 1466 116 1995 30 70 1435 80 1650 109 2245 36 67 1587 76 1824 101. 2482 42 61. 1731 73 1990 100 2708 48 61 1870 70 2150 96 2925 53 60 1982 68 2278 93 3100 170.0 18 78 1150 90 1322 122 1799 24 73 1328 81. 1526 114 2077 30 69 1494 79 1718 107 2337 36 65 1652 75 1899 102 2584 42. 62 1803 72 2072 98 2820 48 60 1947 69 2238 94 301.6 50 59 1994 68 2292 93 3119 180.0 18 77 1195 88 1373 120 1869 18 77 1195 88 1373 120 1869 18 77 1195 88 1373 120 1869 24 71 1379 82 1586 112 2158 30 67 1553 77 1785 105 2428 36 61. 1716 74 1973 100 2685 47 59 1998 68 2297 93 3125 200,0 18 71. 1282 85 1473 116 2005 18 74 1282 85 1473 116 2005 18 74 1282 85 1473 116 2005 21. 69 1480 79 1701 108 2315 30 65 1665 75 1911. 102 2605 36 62 1841 71 2116 97 2880 42 59 2009 68 2309 92 3142 220.0 18 72 1366 82 1570 112 2136 18 72 1366 82 1570 112 2136 18 72 1366 82 1570 112 2136 24 67 1577 77 1813 104 2466 30 63 1775 72 2040 98 2776 36 60 1962 69 2255 94 3069 38 59 2023 68 2325 92 3163 SEE DETAILS E /2, F/2. H/2 ' 1, SLAT 8. J/2 (TYP y SPAN "- EXISTING GLAZING SLAT SPAN 5 - 7 SPAN r I SEE DETAILS VK /2, L /2. M/2 8. N/2 (TYP.) 2 " OR ' I L /180 . 1" WITH SITE SPECIFIC ENGINEERING \ ' SEE DETAIL G/2 MULLION LAYOUTS SEE DETAILS E /2, F /2, H/2 & .i/2 (TYP.) ILJ L L / \ C NOTE: INTERPOLATE FOR MULLION SPANS & REACTIONS BETWEEN THOSE SHOWN ON THIS SHEET. ( 8 CI 1 MULLION CONNECTION SEE DETAILS K /2, L /2, M/2 & N/2 (TYP.)--\ a n I�AT15 A1� ATI 5� PANPSPAIOSPA ' - -1/4"0 THRU BOLT WITH LOCK NUT (TYP.) "(T OP BAR • a i i n �AT�ATI 'S" PAN'SPAN' Qo I EXISTING /GLAZING is =:gn»ctl =s complying with the i iG:. (� i7I CQi' �1`� T l:ti_ ` tit R ` U ZsJ�2 r o;.f475 �Q s�1 Miami :i D de t Control Division 2'" OR I L/180 . 1" WITH SITE SPECIFIC ENGINEERING SEE DETAIL G/2 ra Y 1^) 1260 N. UNIVERSITY DRIVE, SUITE 180 • FORT LAUDERDALE, FL 33322 TEL: (954) 382.2800 • FAX (951) 382.2989 • FLORIDA COA #3205 WEBSFTE:1 NWV.KNQEVICH.COM • E-MAIL: KAQKNQEVICH.COM r MAXIMUM IMPACT MAXI ROLL 50 1E°= =w METALIECH. INC. r 7.33 M. SECOND CT. MIALEAM. R 33014 E3T.1 •B7 7635 WEST 2nd COURT HIAL.EAH, FL 33014 I (305) 823 -2323 VJ. KNEZEVICH V .'.. . I I I / B ,. o zoo revisions • ; d I u•• tl NEW GENERAL NOTE N•. 10 PAGE 0. SCHEDULE G TABLES ON PAGES 1 . 6 . 1 0 (C]LOZLOZOOZZO iF L •L.v • � 1 CO/SI O 10/L0/E1 0 /L0 /C 1 1311©©11©1111 1J dare 06/21/01 scale drawn by AS NOTED MC design by ' f checked by V)K ` VJK drawing no. 02 -601 SEE DETAILS E /2, F/2. H/2 ' 1, SLAT 8. J/2 (TYP y SPAN "- EXISTING GLAZING SLAT SPAN 5 - 7 SPAN r I SEE DETAILS VK /2, L /2. M/2 8. N/2 (TYP.) 2 " OR ' I L /180 . 1" WITH SITE SPECIFIC ENGINEERING \ ' SEE DETAIL G/2 MULLION LAYOUTS SEE DETAILS E /2, F /2, H/2 & .i/2 (TYP.) ILJ L L / \ C NOTE: INTERPOLATE FOR MULLION SPANS & REACTIONS BETWEEN THOSE SHOWN ON THIS SHEET. ( 8 CI 1 MULLION CONNECTION SEE DETAILS K /2, L /2, M/2 & N/2 (TYP.)--\ a n I�AT15 A1� ATI 5� PANPSPAIOSPA ' - -1/4"0 THRU BOLT WITH LOCK NUT (TYP.) "(T OP BAR • a i i n �AT�ATI 'S" PAN'SPAN' Qo I EXISTING /GLAZING is =:gn»ctl =s complying with the i iG:. (� i7I CQi' �1`� T l:ti_ ` tit R ` U ZsJ�2 r o;.f475 �Q s�1 Miami :i D de t Control Division 2'" OR I L/180 . 1" WITH SITE SPECIFIC ENGINEERING SEE DETAIL G/2 ra Y 1^) HEADER LENGTH OR SHUTTER WIDTH SCHEDULE • :J NEGATIV :MAXIMUM DESIGN LOAD (P.S.F.) HEADER TYPE AND MAXIMUM LENGTH (INCHES) SLAT SPAN USED ® 2* x 3' STANDARD Li) 2' x 3' HEAVY 0 2' x 5' \9 2' x 6' `Oi 2' x 8' (IN.) 48 STORM 60 72 BAR 84 HEIGHT 96 (IN.) 120 180 240 48 STORM 60 72 BAR 84 HEIGHT 96 (IN.) 120 180 240 48 60 STORM 72 BAR 84 HEIGHT 96 (IN. 120 180 240 4.8 60 STORM 72 BAR 84 HEIGHT 96 (IN. 120 180 240 48 60 STORM 72 BAR 84 HEIGHT 96 (IN.) 120 180 240 48 171 153 141 131 122 110 79 69 2 225 207 192 180 162 135 118 247 223 204 189 177 158 131 113 281 253 232 216 202 182 149 130 344 310 285 265 249 224 185 161 60 173 155 141 131 108 97 79 250 225 207 192 180 164 119 104 247 223 204 189 179 160 115 100 281 253 232 216 202 182 150 115 344 310 285 265 249 224 185 163 72 173 155 125 116 108 97 79 250 225 209 194 182 164 120 104 247 223 206 191 179 141 115 100 281 253 232 218 205 184 133 115 344 310 285 265 249 224 187 163 30.0 84 153 137 125 116 108 97 - - 253 228 209 194 162 146 120 104 250 225 206 191 158 141 115 100 281 253 234 218 205 163 133 115 344 310 285 265 251 226 166 145 96 153 137 125 116 108 91 - - 253 228 186 173 162 11.6 120 104 250 225 183 169 158 141 115 100 284 256 234 218 182 163 133 115 344 310 288 268 251 226 166 145 108 153 137 125 116 108 - - - 253 203 186 173 162 146 120 - 250 200 183 169 158 141 115 - 284 256 209 194 182 163 133 115 341. 313 288 268 251 202 166 145 121 153 137 125 - - - - 225 203 186 173 162 146 - - 223 200 183 169 158 141 - - 28 228 209 194 182 163 133 - 348 313 288 237 224 202 166 145 36 148 133 121 112 106 95 59 219 197 180 168 157 141 116 102 216 194 177 164 153 137 112 98 245 221 202 188 176 158 129 111 301 271 2 231 217 196 161 1 48 148 134 122 113 106 84 59 219 197 180 168 157 143 118 91 216 194 177 164 153 138 113 87 245 221 202 188 176 158 130 113 301 271 249 231 217 196 161 142 60 150 133 131. 119 108 108 100 100 94 94 84 84 . • a - - 219 219 197 199 180 182 169 169 159 141 143 127 104 104 91 91 216 218 191. 196 179 179 165 165 155 137 138 122 100 100 87 87 245 245 221 221 202 205 188 190 178 159 115 100 301 271 2 231 217 196 163 142 40.0 72 178 11.1 115 100 301 271 249 231 217 198 163 125 84 133 119 108 100 94 - - 221 199 162 151 141 127 101. 91 218 196 158 146 137 122 100 87 248 223 205 190 158 141 115 100 301 271 251 231. 220 198 11.5 125 96 133 119 108 100 - - - 221 177 162 151 11.1 127 104 - 218 173 158 146 137 122 100 - 248 223 182 168 158 141 115 100 301 274 251 234 220 176 145 125 113 133 119 - - - - - 197 177 162 151 141 127 - - 194 173 158 146 137 122 - - 221 198 182 168 158 11.1 115 - 304 274 222 208 196 176 145 125 50.0 48 134 120 110 101 84 75 53 197 177 162 151 143 128 94 82 194 173 158 146 138 124 89 77 221 198 182 168 158 143 116 89 271 244 224 208 196 176 11.5 127 54 134 120 97 90 84 75 - 197 177 162 152 11.3 128 91. 82 194 173 160 11.8 138 124 89 77 221 198 182 168 159 143 103 271 2 22 208 196 176 11.6 127_ 112 60 134 106 97 90 81. 84 84 75 - = 197 199 199 179 179 179 164 16 164 152 152 135 143 127 127 114 114 114 94 91. 94 82 82 82 194 196 196 175 175 175 160 160 11.1 148 131 131 138 122 122 110 110 110 89 89 77 77 221 221 198 198 182 181. 170 170 159 159 143 126 103 103 '89 271 271 21.4 244 224 224 208 196 178 146 66 119 106 97 97 90 90 208 198 178 129 112 72 119 106 89 77 221 201 184 170 141 126 103 89 271 244 224 210 198 178 129 112 78 119 106 97 90 84 - 199 179 146 135 127 114 94 82 196 155 141 131 122 110 89 - 223 201 184 151 141 126 103 89 271 241. 226 210 198 178 129 112 _ 105 119 106 - - - 177 159 146 135 127 114 - 173 155 141 131 122 110 - - 198 178 163 151 11.1 126 - - 274 247 202 187 176 158 129 112 60.0 48 122 110 88 82 77 180 162 149 11.0 131 118 75 177 158 144 135 126 113 82 71 202 182 166 154 11.5 130 94 81 21.9 224 206 191 179 161 134 116 54 122 97 88 82 77 180 162 150 11.0 131 104 75 177 160 146 135 126 100 82 202 182 166 156 145 130 94 81 249 224 206 191 179 163 134 102 60 108 97 88 82 77 180 164 150 11.0 116 104 75 179 160 146 119 112 100 82 202 182 168 156 11.5 115 94 81 249 224 206 191 181 163 118 102 102 66 108 97 88 82 77 182 161. 150 121. 116 104 86 75 179 160 129 119 112 100 82 202 184 168 156 129 115 94 81 249 224 206 193 181 163 118 72 108 97 88 82 77 - - 182 161. 131. 124 116 104 86 75 179 141 129 119 112 100 82 205 184 168 138 129 115 94 81 249 224 208 193 181 163 118 102 78 108 97 88 82 - 182 146 134 121. 116 104 86 - 179 141 129 119 112 100 82 205 184 149 138 129 115 91. 81 249 226 208 193 181 145 118 102 96 108 97 - - - 162 146 134 124 116 101. 158 141 129 119 112 100 - 182 163 11.9 138 129 115 - - 251 226 185 172 161 145 118 102 72.0 48 112 88 81 75 70 51 165 149 138 128 120 96 161 144 133 123 115 91 75 186 166 152 142 133 119 86. 74 228 206 189 175 161. 148 122 93 54 99 88 81 7S 70 63 - 165 150 138 128 107 96 163 146 133 123 102 91 75 186 166 153 142 133 105 86 71. 228 206 189 175 164 149 108 93 60 99 86 81 75 70 63 - - 167 150 138 114 107 96 79 68 163 146 118 109 102 91 75 186 168 153 142 117 105 86 71. 228 206 189 177 166 149 108 93 66 99 88 81 75 70 - - - 167 150 122 114 107 96 79 68 163 129 118 109 102 91 75 188 168 153 126 117 105 86 71. 228 206 191 177 166 149 108 93 72 99 88 81 75 - - - 167 131. 122 114 107 96 79 - 163 129 118 109 102 91 - 188 168 136 126 117 105 86 71. 228 208 191 177 166 132 108 93 78 99 88 81 - - - - 149 131. 122 111. 107 96 79 - 14.4 129 118 109 102 91 - 188 149 136 126 117 105 86 - 231 208 191 177 148 132 108 93 81 99 88 - - - - - 149 131. 122 111. 107 96 - - 11.1. 129 118 109 102 91 - 188 11.9 136 126 117 105 86 - 231 208 191 158 148 132 108 93 80.0 48 106 84 77 71 66 48 - 157 143 131 122 114 91 75 65 153 138 126 117 109 87 61 176 158 145 135 126 113 81 70 217 196 179 167 156 142 116 89 54 94 81. 77 71 66 - - 159 143 131 107 101 91 75 65 155 138 126 103 97 87 61 176 159 145 135 126 100 81 70 217 196 179 167 158 142 102 89 60 94 84 77 71 66 - 159 143 116 108 101 91 75 155 138 112 103 97 87 178 159 145 119 111 100 81 70 217 196 181 168 158 142 102 89 66 94 84 77 71 66 159 127 116 108 101 91 155 122 112 103 97 87 178 159 129 119 111 100 81 70 217 198 181 168 158 125 102 89 72 94 84 77 - - 141 127 116 108 101 91 137 122 112 103 97 87 178 141 129 119 111 100 81 - 217 198 181 168 140 125 102 89 78 94 84 - - - 11.1 127 116 108 101 91 137 122 112 103 97 87 178 141 129 119 111 100 81 - 220 198 181 150 140 125 102 89 83 94 81. - - - 141 127 116 108 101 91 137 122 112 103 97 87 158 141 129 119 111 100 - - 220 198 161 150 140 125 102 89 90.0 36 100 89 82 67 63 a 11.9 131. 122 114 108 97 144 129 118 109 103 92 166 149 136 126 117 106 87 66 206 185 170 158 148 132 109 94 42 100 89 72 67 63 149 131. 124 115 108 97 11-4 129 119 110 103 82 166 149 136 127 119 106 77 66 206 185 170 158 148 132 109 84 1.8 88 79 72 67 63 149 135 121. 115 96 86 144 131 119 110 91 82 166 149 137 127 119 94 77 66 206 185 170 158 148 134 109 84 54 88 79 72 67 63 150 135 124 102 96 86 146 131 105 98 91 82 166 150 137 127 105 91. 77 66 206 185 170 159 149 134 96 84 60 88 79 72 67 63 150 119 110 102 96 86 146 115 105 98 91 82 168 150 137 112 105 94 77 66 206 185 171 159 149 118 96 81. 66 88 79 72 67 - 150 120 110 102 96 86 129 115 105 98 91 82 168 150 121 112 105 91. 77 66 206 187 171 159 149 118 96 84 78 88 79 - - - - - - 131. 120 110 102 96 86 - 129 115 105 98 91 82 - 11.9 133 121 112 105 94 - - 208 187 152 141 132 118 96 84 100.0 36 95 85 77 63 59 53 43 38 141 127 116 108 102 92 58 137 122 112 105 98 88 55 158 141 129 119 111 101 82 63 196 176 161 150 140 125 103 90 42 95 75 69 63 59 53 43 - 141 127 118 109 102 82 67 58 137 124 113 105 98 77 63 55 158 141 129 120 113 101 73 63 196 176 161 150 140 127 103 79 48 84 75 69 63 59 53 - - 143 128 118 109 91 82 67 58 138 124 113 93 87 77 63 55 158 143 130 120 113 89 73 63 196 176 161 150 142 127 92 79 54 84 75 69 63 59 - - - 143 128 101. 97 91 82 67 58 138 121. 100 93 87 77 63 55 159 143 130 107 100 89 73 63 196 176 163 151 142 127 92 79 60 84 75 69 63 - - - - 143 114 101. 97 91 82 67 - 138 110 100 93 87 77 63 - 159 143 115 107 100 89 73 63 196 178 163 151 142 112 92 79 66 84 75 69 - - - - - 127 114 104 97 91 82 67 - 122 110 100 93 87 77 - - 159 126 115 107 100 89 73 - 198 178 163 151 125 112 92 79 71. 81. 75 - - - - - - 127 114 104 97 91 82 - - 122 110 100 93 87 77 - - 141 126 115 107 100 89 - - 198 178 145 134 125 112 92 79 110.0 36 90 81 65 60 57 51 41 - 135 121 111 104 98 88 64 55 131 117 108 100 93 83 60 52 150 134 123 114 107 96 69 60 187 168 154 143 134 119 99 85 42 90 72 65 60 57 51 - - 135 123 112 101. 98 78 64 55 131 118 108 100 83 74 60 52 150 134 121. 115 107 96 69 60 187 168 154 11.3 134 121 99 76 48 80 72 65 60 57 51 - - 136 123 112 93 87 78 61. 55 132 118 95 88 83 74 60 52 150 136 124 115 95 85 69 60 187 168 154 144 135 121 87 76 54 80 72 65 60 57 - - - 136 123 100 93 87 78 61. 55 132 104 95 88 83 74 60 - 152 136 124 102 95 85 69 60 187 168 156 141. 135 107 87 76 60 80 72 65 60 - - - - 136 109 100 93 87 78 64 - 117 104 95 88 83 71. 60 - 152 136 110 102 95 85 69 60 187 170 156 141. 119 107 87 76 66 80 72 - - - - - - 121 109 100 93 87 78 - - 117 104 95 88 83 74 - - 152 120 110 102 95 85 69 - 189 170 156 128 119 107 87 76 70 80 72 - - - - - - 121 109 100 93 87 78 - - 117 104 95 88 83 74 - - 134 120 110 102 95 85 - - 189 170 138 128 119 107 87 76 NOTE: INTERPOLATE FOR HEADER SPANS AND REACTIONS BETWEEN THOSE SHOWN ON THIS SHEET. FOR HEADER REACTION DETERMINATION AND END CONNECTION DETAILS & ANCHORS, SEE SCHEDULE E. r :�:r��•ra n complying ..i1i1 the Dad!'rT Incl. Con: rot Fliv;cip) i >1. Z I- 131111: CM scale AS NOTED design by VJK drawing no. 02 -601 0 N N 0 0 N N 0 t ' date 06/21/01 drawn by MC Checked by' VJK sheet 10 of 12 HEADER LENGTH OR SHUTTER WIDTH SCHEDULE. :J'> NEGATIVE DESIGN DESIGN LOAD (P.S.F.) HEADER TYPE AND MAXIMUM LENGTH (INCHES) MAXIMUM SLAT SPAN USED `J 2' x 3' STANDARD © 2' x 3' HEAVY O 2" x 5' 2' x 6' (10i 2"x 8' (IN.) 48 60 STORM 72 BAR 84 HEIGHT 96 (IN.) 120 180 240 48 60 STORM 72 BAR 84 HEIGHT 96 (IN.) 120 180 240 48 • 60 STORM 72 BAR 84 HEIGHT 96 (IN. 120 180 240 48 60 STORM 72 BAR 84 HEIGHT 96 (IN.) 120 180 240 48 60 STORM 72 BAR 84 HEIGHT 96 (IN.) 120 180 240 30 87 77 71 65 54 48 40 34 129 U6 107 99 93 84 69 53 125 112 102 94 89 80 58 50 144 129 117 109 102 91 75 58 179 161 148 137 128 114 93 82 36 87 77 63 58 Si. 48 40 - 129 116 108 100 94 84 61 53 125 112 103 96 89 71 58 50 144 129 117 109 103 92 66 58 179 161 148 137 128 114 94 82 1.2 77 69 63 58 54 48 - - 129 118 108 100 83 75 61 53 125 113 103 96 79 71 S8 50 144 129 119 110 103 81 66 58 179 161 148 137 128 116 81. 72 120.0 48 77 69 63 58 54 48 - - 131 118 96 89 83 75 61 53 126 113 91 81. 79 71 56 50 145 130 119 110 91 81 66 58 179 161 148 138 129 116 81. 72 51. 77 69 63 58 54 - - - 131 101. 96 89 83 75 61 - 126 100 91 81. 79 71 58 - 145 130 105 97 91 81 66 58 179 163 149 138 129 102 84 72 60 77 69 63 - - - - - 116 101. 96 89 83 75 61 - 112 100 91 91 81. 81. 79 79 71 - - 145 115 105 97 91 81 66 - 181 163 149 138 111. 102 84 72 66 77 69 - - - - - - 116 101. 96 89 83 75 - - 112 100 71 - - 129 115 105 97 91 81 66 - 181 163 149 122 114 102 81. 72 130.0 24 82 71. 68 63 59 53 38 33 125 112 102 95 89 80 66 58 120 107 98 91 85 76 63 54 138 124 113 101. 98 87 72 63 173 155 142 131 123 110 90 78 _30 83 74 68 56 52 47 38 33 125 112 102 95 89 81 59 51 120 107 98 91 86 77 55 48 138 124 113 104 98 88 72 55 173 155 142 131 123 110 91 79 36 83 66 60 56 52 47 38 - 125 112 104 96 90 72 59 Si 120 107 99 92 86 68 55 48 138 124 113 106 99 88 64 55 173 155 142 131 123 110 91 70 42 71. 66 60 56 52 47 _ - 126 113 104 96 80 72 59 Si 121 109 99 81 76 68 55 48 138 125 111. 106 99 78 61. 55 173 155 142 131 124 111 80 70 48 74 66 60 56 52 - - - 126 113 92 85 80 72 59 51 121 109 88 81 76 68 55 48 140 125 114 93 87 78 61. SS 173 155 141. 133 121. 111 80 70 54 11. 66 60 56 - - - - 126 100 92 85 80 72 59 - 107 96 88 81 76 68 55 - 140 125 101 93 87 78 61. 55 173 157 144 133 124 98 80 70 61 74 66 - - - - - - 112 100 92 85 80 72 - - 107 96 88 81 76 68 - - 140 111 101 93 87 78 61. - 171. 157 144 118 110 98 80 70 140.0 18 79 71 65 60 56 51 41 32 120 108 99 92 86 77 63 55 116 103 94 87 82 73 60 52 133 119 109 101 91. 81. 69 60 167 150 137 127 118 106 86 75 24 79 72 65 61 57 51 37 32 120 108 99 92 86 77 61. 55 116 103 91. 87 82 73 60 46 133 119 109 101 94 84 70 60 167 150 137 127 118 106 86 75 76 _ 30 80 72 65 5 50 45 37 32 120 108 99 92 87 78 57 1.9 116 103 94 86 83 74 53 46 133 119 109 101 91. 85 70 53 167 150 137 127 118 106 87 36 80 63 58 5 50 45 37 - 120 108 100 93 87 69 57 49 116 105 96 88 83 65 53 46 133 119 109 102 95 85 62 53 167 150 137 127 118 107 87 .67 _1.2 71 63 58 54 50 1 .5 - - 122 109 100 82 77 69 57 49 117 105 96 78 73 65 53 46 133 120 110 102 95 75 62 53 167 150 137 127 120 107 77 67 48 71 63 58 51. 50 - - - 122 109 89 82 77 69 57 49 117 93 81. 78 73 65 53 - 135 120 110 90 81. 75 62 53 167 150 136 128 120 95 77 67 58 71 63 - - - - - - 108 97 89 82 77 69 - - 103 93 84 78 73 65 - - 135 107 97 90 81. 75 62 - 168 151 138 113 106 95 77 67 150.0 18 77 69 63 58 51. 49 40 31 116 101. 96 89 83 75 61 54 112 100 91 81. 79 71 58 51 129 115 105 97 91 81 66 58 161 145 132 122 111. 102 84 72 24 77 69 63 59 55 43 35 31 116 101. 96 89 83 75 62 47 112 100 91 81. 79 71 58 45 129 115 105 97 91 81 67 58 161 11.5 132 122 111. 102 84 72 30 77 69 63 52 48 43 35 31 116 101. 96 90 81. 76 55 47 112 100 91 85 80 71 52 45 129 115 105 97 91 82 59 51 161 145 132 122 114 102 84 73 36 77 61 56 52 48 43 - - 116 106 97 90 81. 67 55 47 112 101 92 85 71 63 52 45 129 115 106 98 92 82 59 51 161 145 132 122 114 103 84 65 1 .2 69 61 56 52 48 43 - - 118 106 97 80 75 67 55 47 113 101 82 76 71 63 52 45 129 116 106 98 81 73 59 51 161 11.5 132 121. 116 103 75 65 48 69 61 56 52 48 - - - 118 91. 86 80 75 67 55 - 113 89 82 76 71 63 52 - 130 116 94 87 81 73 59 51 161 11.5 134 121. 116 92 75 65 56 69 61 - - - - - - 104 94 86 80 75 67 - - 100 89 82 76 71 63 - - 130 103 91. 87 81 73 59 - 163 146 131. 109 102 92 75 65 160.0 18 71. 66 61 56 53 47 39 30 113 101 93 86 81 72 59 52 108 97 88 82 77 68 56 49 125 111 102 94 88 79 61. 56• 156 140 128 118 111 99 81 70 24 71. 67 61 57 53 42 34 30 113 101 93 86 81 72 60 1.6 108 97 88 82 77 69 57 43 125 111 102 94 88 79 65 56 156 140 128 118 111 99 81 71 30 75 67 51. 50 1.7 42 34 - 113 101 93 87 82 73 53 46 108 97 89 83 77 69 50 43 125 111 102 91. 89 80 58 50 156 140 128 118 111 99 82 71 36 66 59 54 50 1.7 42 - - 113 102 91. 87 82 65 53 46 108 98 89 83 68 61 50 43 125 111 103 95 89 70 58 50 156 140 128 118 111 100 82 63 42 66 59 51. 50 1.7 - - - 111. 102 83 77 72 65 53 46 109 98 79 73 68 61 50 43 126 113 103 95 79 70 58 50 156 140 128 120 112 100 72 63 48 66 59 54 50 - - - - 114 91 83 77 72 65 53 - 109 87 79 73 68 61 50 - 126 113 91 84 79 70 58 50 156 142 129 120 112 89 72 63 53 66 59 51. - - - - - 101 91 83 77 72 65 - - 97 87 79 73 68 61 - - 126 100 91 81. 79 70 58 - 158 142 129 106 99 89 72 63 170,0 18 72 64 59 54 51 46 33 29 110 98 90 84 78 70 57 50 105 91. 86 79 71. 66 54 47 121 108 99 91 85 76 62 54 152 136 121. 115 107 96 78 68 24 73 65 59 55 51 41 33 29 110 98 90 84 78 71 58 45 105 94 86 79 71. 67 55 42 121 108 99 91 85 . 76 63 55 152 136 124 115 107 96 78 69 30 73 65 53 49 46 41 33 - 110 98 90 84 79 71 51 45 105 94 87 80 75 59 48 42 121 108 99 91 86 77 56 48 152 136 124 115 107 96 79 69 36 64 58 53 49 46 41 - - 110 99 91 81. 70 63 51 45 106 95 87 71 66 59 48 42 121 108 100 92 86 68 S6 48 152 136 124 115 109 97 70 61 42 61. 58 53 49 46 - - - 111 99 81 75 70 63 51 45 106 81. 77 71 66 59 48 - 122 109 100 82 76 68 56 48 152 136 125 116 109 97 70 61 48 64 58 53 49 - - - - 111 88 81 75 70 63 51 - 94 81. 77 71 66 59 48 - 122 109 88 82 76 68 56 48 152 137 125 116 109 86 70 61 50 64 58 53 - - - - - 98 88 81 75 70 63 51 - 94 84 77 71 66 59 - - 122 97 88 82 76 68 56 - 152 137 125 116 96 86 70 61 180,0 18 70 63 57 53 50 45 32 28 107 96 88 81 76 68 56 49 102 91 83 77 72 65 53 46 117 105 96 89 83 74 61 53 148 132 121 112 104 93 76 66 18 70 63 57 53 50 45 32 28 107 96 88 81 76 68 S6 1.9 102 91 83 77 72 65 53 46 117 105 96 89 83 71. 61 53 148 132 ' 121 112 104 93 76 66 18 70 63 57 53 50 45 32 28 107 96 88 81 76 68 56 49 102 91 83 77 72 65 53 46 117 105 96 89 83 74 61 53 148 132 121 112 104 93 76 66 24 71 63 58 53 44 40 32 28 107 96 88 81 76 69 56 43 102 91 83 77 72 65 47 41 117 105 96 89 83 74 61 47 148 132 121 112 104 93 76 67" 30 71 63 51 47 44 40 32 - 107 96 89 82 77 69 50 43 102 91 81. 78 73 58 47 41 117 105 96 90 84 75 51. 47 11.8 132 121 112 104 93 77 59 36 63 56 51 47 44 40 - - 108 97 89 82 68 61 50 43 103 92 84 69 65 58 47 41 117 106 97 90 81. 66 51. 47 148 132 121 112 106 94 68 59 47 63 56 51 47 - - - - 108 86 79 73 68 61 50 - 91 82 75 69 65 58 47 - 119 94 86 79 71. 66 51. - 148 131. 122 113 93 84 68 59 200,0 18 66 59 54 51 1 .7 42 31 27 101 91 83 77 72 65 54. 46 97 87 79 73 68 61 51 44 111 100 91 81. 79 70 58 50 140 125 114 106 99 89 72 63 18 66 59 54 51 47 42 31 27 101 91 83 77 72 65 54 1.6 97 87 79 73 68 61 51 1.4 111 100 91 84 79 70 58 SO 140 125 114 106 99 89 72 63 18 66 59 54 51 47 42 31 27 101 91 83 77 72 65 54 46 97 87 79 73 68 61 51 44 111 100 91 84 79 70 58 50 140 125 114 106 99 89 72 63 24 67 60 55 51 42 38 31 27 101 91 83 77 72 66 47 41 97 87 79 73 69 62 45 39 111 100 91 84 79 71 58 45 140 125 114 106 99 89 72 63 30 67 53 48 45 42 38 31 - 101 91 81. 78 73 S8 47 41 97 88 80 74 69 55 45 39 111 100 91 85 80 71 51 45 140 125 111. 106 99 90 73 56 36 59 53 48 45 42 38 - - 102 92 81. 69 65 58 47 41 98 88 71 65 61 55 45 39 111 101 92 85 70 63 51 45 140 125 114 107 100 90 65 56 42 59 53 48 45 - - - - 102 82 75 69 65 58 1.7 - 98 77 71 65 61 SS 45 - 113 101 81 75 70 63 51 45 140 127 116 107 100 79 65 56 220,0 18 63 57 52 48 45 40 29 25 97 87 79 74 69 62 51 44 92 83 75 70 65 58 48 42 106 95 87 80 75 67 55 48 131. 119 109 101 94 84 69 60 18 63 57 52 48 45 40 29 25 97 87 79 74 69 62 51 44 92 83 75 70 65 58 48 42 106 95 87 80 75 67 55 48 131. 119 109 101 94 84 69 60 18 63 57 52 48 45 40 29 25 97 87 79 74 69 62 51 41. 92 83 75 70 65 58 48 42 106 95 87 80 75 67 55 48 131. 119 109 101 94 84 69 60 24 64 57 52 43 40 36 29 25 97 87 79 74 70 63 45 39 92 83 75 71 66 S9 43 37 106 95 87 80 75 68 55 42 131. 119 109 101 94 84 70 60 30 64 51 46 43 40 36 - - 97 88 80 75 70 55 45 39 92 83 76 71 58 52 43 37 106 95 88 81 76 68 49 42 134 119 109 101 94 85 70 53 36 57 51 46 1.3 40 - - - 98 88 71 66 62 55 45 39 93 83 67 62 58 52 43 37 107 96 88 72 67 60 49 42 134 119 109 102 96 85 62 53 38 57 51 46 43 40 - - - 98 88 71 66 62 55 45 39 93 74 67 62 58 52 43 - 107 96 88 72 67 60 49 42 131. 119 110 102 96 76 62 53 NOTE: INTERPOLATE FOR HEADER SPANS AND REACTIONS BETWEEN THOSE SHOWN ON THIS SHEET. FOR HEADER REACTION DETERMINATION AND END CONNECTION DETAILS & ANCHORS. SEE SCHEDULE E. Approvn::is corn pbing with the FInrid.l:r._iin_ Cod e?cii At 1;: ?Ati Mi: mi v:,lt_ " Olit:ct Contra! Division R. ' data 06/21/01 scale AS NOTED design by VJK (drawn by t MC checked by VJK drawing no. 02 -601 FASTENER SIDE RAIL (GUIDE) ANCHOR SCHEDULE SPANS MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS 'S( EXISTING STRUCTURE ANCHOR HEAD BE HEAD, PAN 0.425 TYPE NOTE: LOAD (W) P.S.F. MAX. NOTE 1) MIN. 2e EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TOSPANS 4' (SEE NOTE 1) UP TO 6' - (SEE NOTE 1) SPANS UP TOSPANS 8' - 11" (SEE NOTE 1) UP TO 4' -1" (SEE NOTE 1) SPANS UP TO 6' -2" (SEE NOTE 1) SPANS UP TO 8 "- 11'" (SEE NOTE 1) STYLE MAY PHILLIPS, FLAT HEX HEAD OR HEAD (HEAD = "O MIN.) CONNECTION (SEE C1 NOTE C2 3) C3 CONNECTION (SEE C1 NOT C2 3) C3 CONNECTION (SEE C1 NOT C2 3) ( SEE C3 CONNECTION Cl NOTE C2 3) C3 CONNECTION (SEE C1 NOT C2 3) C3 CONNECTION (SEE C1 NOTE C2 3) C3 CONCRETE r 4 8.0 12 12 12 12 12 11 11 12 9 8 12 6 12 12 12 12 12 12 9 12 8 v � c �- r , = =N � 1 /4"0) ITW BUILDER TAPCON WITH 1 - 3/4" MIN. EMBEDMENT (MIN. 3,000 P.S.1. CONCRETE) 62.0 8 12 7 6 10 5 12 12 12 10 12 9 9 11 6 72.0 11 12 10 7 12 6 5 10 5 12 12 12 8 12 8 6 11 6 92.0 9 12 8 5 10 5 4 10 5 10 12 9 6 11 6 4 11 6 220.0 3 10 5 1/ 10 5 / / 10 5 4 11 6 11 6 �� 11 6 12 12 12 10 12 10 7 12 7 12 12 12 12 12 12 9 12 8 g 48.0 1/4 "0 ELCO TAPCON WITH 1 - 3/4 - MIN. EMBEDMENT (MIN. 3,320 P.S.I. CONCRETE) 62.0 12 12 12 8 12 8 5 9 5 12 12 12 10 12 10 7 11 7 72.0 11 12 10 7 12 6 5 9 5 12 12 12 9 12 8 6 11 7 92.0 8 12 8 5 9 5 4. 9 5 10 12 10 7 11 7 4 11 7 220.0 3 9 5 7/ 9 5 / 9 5 4. 11 7 0 11 7 7/ 11 7 48.0 12 12 8 12 12 5 10 9 3 12 12 8 12 12 5 12 9 3 62.0 12 12 6 11 12 4 7 4 3 12 12 6 12 12 4 9 4 3 1/4"0 ELCO CRETE FLEX WITH 1E EMM BEDMEDME NT T (MIN. 3,350 P.S.I. CONCRETE) 72.0 12 12 5 9 8 3 6 4 3 12 12 5 11 8 3 8 4 3 92.0 12 12 4 7 4 3 5 4 3 12 12 4 9 4 3 6 4 3 220.0 4 4 3 3 4 3 4 3 5 4 3 3 L. 3 j L. 3 48.0 8 12 12 5 12 12 3 12 9 8 12 12 5 12 12 3 12 11 1/4"m SCREW (MIN. ASHLEY QUICK -SET EMBEDMENT MIN. 3,000 P.5.1. CONCRETE) 62.0 6 12 12 4 12 10 12 7 6 12 12 4 12 12 j 12 9 72.0 5 12 12 3 12 9 / // 12 7 5 12 12 3 12 11 / 12 9 92.0 4 12 11 12 7 j 12 7 4 12 12 12 9 // 12 // 12 9 9 220.0 22 12 7 / 12 7 / 12 7 '2, 12 9 / 12 9 HOLLOW CONCRETE BLOCK 4 8.0 10 12 6 6 12 3 4 6 ,/ 11 12 7 7 12 4 5 7 3 1l4••m ITw BUILOEx TAPCON WITH 1 - 1/4 - MIN. EMBEDMENT 62.0 7 12 4 5 10 3 3 3 f 8 12 5 5 12 3 4 3 1 72.0 6 12 4 4 5 /,' // 3 3 // / 3% 7 6 12 12 4 3 4 6 3 3 3 /�/ j 3////� 3 3 3 3 92.0 S 11 3 3 220.0 3 j2/ / 3 3/ , 3 // // 3 �� $111/1111tiritiriu OU tilimi 4 8.0 11 12 8 7 12 S 5 8 3 12 12 10 9 12 6 6 10 4 1/4 - 0 ELCO TAPCON WITH 1 - 1/4" MIN. EMBEDMENT 62.0 8 12 6 5 12 4 3 4 / / 11 12 7 7 12 S 4 5 3 72.0 7 12 5 4 7 3 3 4 / 9 12 6 6 9 4 4 S 3 1 4 I 4. 220 0 !// j /� // 4 % 4 % 3 5 3 / J� 5 3 j� 5 3 48.0 12 12 8 8 T2 S 5 9 3 12 12 8 8 12 5 5 9 3 62.0 9 12 6 6 12 4 4 4 3 10 12 6 6 12 4 4 4 3 1/4 ELCO CRETE FLEX WITH 1 - 1/4•• MIN. EMBEDMENT 72.0 8 12 5 5 8 3 3 4 3 8 12 5 5 8 3 3 4 3 92.0 6 12 4. 4 4 3 / // 4 3 6 12 4 4 4 3 3 4 3 220.0 >2, 4 3///' 4 3 ///I 4 3 � 4 I 3 '2/1 L. 3 4 3 C `- , 1/4"G SCREW 48.0 8 12 12 5 12 8 3 12 5 8 12 12 5 12 8 3 12 5 ASHLEY QUICK - SET WITH 1 - 1/4'• MIN. EMBEDMENT 62.0 6 12 9 4 12 6 1 7 4 6 12 9 4 12 6 7 L. 72'0 5 12 8 3 12 5 7 4 5 12 8 3 12 5 / 7 4 92.0 4 12 6 1 7 4 j 7 4 4 12 6 7 7 4 f 7 4 220.0 � 7 4 /�/ 7 4/ 7 4. '' / 7 4/ 7 4 / 7 / 4 SIDE RAIL (GUIDE) ANCHOR SCHEDULE FASTENER MAX. SPACING (IN.) REQ'D FOR VARIOUS DESIGN LOADS & SPANS EXISTING STRUCTURE ANCHOR TYPE NOTE: LOAD (W) P MAX. ( SEE NOTE MIN. 3/4e EDGE DISTANCE SPANS UP TO 4' - 1" (SEE NOTE 1) SPANS UP TO 6' - 2" (SEE NOTE 1) SPANS UP TO 8' - 11" (SEE NOTE 1) HEAD STYLE MAY BE PHILLIPS. FLAT HEAD, HEX HEAD OR PAN HEAD (HEAD = 0.425"0 MIN.) CONNECTION (SEE C1 NOT C2 3) C3 CONNECTION (SEE C1 NOTE C2 3) C3 CONNECTION (SEE C1 NOT C2 3) C3 OOOM _„ 48.0 12 12 12 7 8 12 4 �. 62.0 12 12 8 8 9 9 12 5 6 10 3 1/4 "0 x MIN. 2-1/2 LONG LAG SCREW W/ MIN. 1 -3/4" EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 72.0 11 12 7 7 12 4 5 10 3 92.0 9 12 5 6 10 3 4 10 3 220.0 4 10 3 7/ 10 3 /; 10 3 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE ROLL-UP SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN SCHEDULE B -1, SHEET 4. 2. ENTER ANCHOR SCHEDULE 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 SLAT SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. WHERE.EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. Arprovcd as complying with the F'Joric Date NOA# Miami Dade P- Division By 2002 uCt Control date 06/21/01 scale AS NOTED design by VJK dr•vn by MC Checked by VJK drawing no. 02 -601 (sheet 12 of 12] revisions , KNEZEVICH & ASSOCIATES, INC. (33 4•t• 4•scrl M rn < MAXI ROL_I_ 50 CONSULTING ENGINEERS • PRODUCT TESTING 10124 ME Miii:=3:1130 0. • 1260 N. UNIVERSITY DRIVE, SURE 11113 • FORT LAUDERDALE, Ft 33322 imizzamr PAGE E. SCHEDULE G . • ETALikCH. INC. WEBSITE: WWW.KNEIEV1CH.COM • E-MAIL KA@KNE2EVICH.COM O. 7835 W. SCCOND CT. HtALLAM. rt 33014 11.111111.11111111.1.11.1.111111111.11 • r,..) i 7635 WEST 2nd COURT ( COPYRIGHT 0 2 0 0 2 KNEZEVICH & ASSOCIATES, I N 1=4 EST.1•57 HIALEAH, FL 33014 y. INN/ E CJ 'EYED ABOVE THE BEST Y THAT 4DARDS U LN .i - -- P. " . i 0p �iJ t 0. (i-Z cii K c CA.7 Y ,4t2 c.ov, 0117 eK. ce 4 6/0„6 44e i e- v 06- c•A a/144660.4o cdiM ee4-0 9 ,duo ;EALED WITH EMBOSSED SEAL DATE: 7/20/87 SKETCH OF SURVEY FOR Bradley and Sylvia Owens 500 N.F. 97th Street Miami Shores, Florida 2946 SCALE 1'= 30' PROJECT NO. 58 JIIF ?C1 3 0 Al E 2 SI NI (A AAA l .S'100-1 7 z t ; • .boo Jy `7 7 S f, / /A / COMPLIANCE WITH THE SOUTH R.ORIDA BUILDING CODE AS ACOPM BY MIAIO SHORES VILLAGE IS REQUIRED. THE RCHIVE:It Dam SUB CONTRACTORS AI1E CHARGED WITH THE coomEnE OP ELL gUR.D- ING REGULATIONS WHETHER on 4OT vECIRCALLY tINUtCAgO WM. t'UBLIO WORKS POLICE DEPARTMENI BUILDING DIRECTOR PUMINING & ZONING BOAO VILLAGE COUNCIL ThEE YLANS ME APP:C . ED S Oi. A BUILDING PERMIT t!O : :1:;; '5E3 1,1"REMARKS" NO f.'T—E1r1.1.ATIO'';7. 1 S' 0 ZONING Or:,.D.,•.As;;;E".; I !IgED 58.0W. r.. AND LAVIS 1 BE COMPLIE DIte D BY ALI. PARTI.E:' :t.gyf ir c ‘o K' 979 e- n -t LC. 1 3 WtN O1/V A 1 - ' o� A 4- ,/ /■,- rLLv. JJ 2 • N aloe LOCATION SKETCH SCALE •I "= 7_0O , 7 ' , ,A t\ % \ � : - 1 ; C.. _ 4_ .3: Z' % A IS A 14 � 3-7 11 - 1Z- 13 - E4_ 1 s 4 . t' r_ ia_ l9= XY z. . z2� I Li.) -4 LEGAL DESCRIPTION: recorded in Plat Book u. t 9Gr, Lots 9 and 10,Block 99,AMENDED PLAT OF 15,Page 14 of Public Records of Dade County, MIAMI SHORES SECTION No 4, Florida. GENERAL NOTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO N/ A DATUM. 4) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT S 11 PROPERTY M we r e F g one ID not prprro l o uns • CERTIFIED TO: James De Molyneux,Emerald Title Inc,Attornev's Title Insurwn E Fund.,Inc, T-Tnm, f nminlrc Finanrinl Nptivnrk- inn 1T5 SuCCE=,,,:DRS OK•Y /oil k,SS \‘'61.:',, April 06,1999 APPLICABLE ZONING, UNDERGROUND. ZONING AND BUILDING SET BACKS . MUST BE CHECKED BY OWNER. ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. CERTIFIED TO: I HEREBY CERTIFY: That the attached Plan of Survey of the above described property is true 4411::::› and correct to the best of my knowledge, information and belief, as recently surveyed and platted under my direction, also that there are not aboveground encroachments other than those shown. This survey meets the minimum technical standards set forth by the Florida Board of Land Surveyors pursuant to Chapter 61G17-6,Florida • •• ' • • trative : SURVEYING,INC. Code,Section 472 -027 Florida Statutes. - 1,�,�_ L.B. NO.. 3333 . - 147 ALHAMBRA CIRCLE No. 241 AZARO D. ALONSO CORAL GABLES, FLORIDA ,33134 PROFESSIONAL LAND SURVEYOR Phone: A305) 448-9488 THIS IS A BOUNDARY SURVEY CERTIFICATE N0.3580 STATE OF FLORIDA NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL f 5' ' ok∎Lwhy M'OM Si- C!'$ X1-3 .t3g PLAN OF SURVEY ± 9' As. PNOCT f 5 • 59.89 - Z4- &eCw Pp.! P e IJ_ E Acoup �Dt PI- P14►iie . Gr�.S. C c ccp,P_ G1x t4. 5•.�ccc�. SOT° • 1.)._ B. �ES /JN0 AR-C.= F1ELO E&SvRE0 I . J (D JK, • o REet.1._ tJ I Aa• - • CERTIFICATE NOT VALID UNLESS SEALED WITH EMBOSSED SEAL THIS IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE PROPERTY DESCRIBED HEREON AND THAT SAID ABOVE GROUND SURVEY AND SKETCH ARE ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT NS SURVEY MEETS THE MINNAUM TECHNICAL STANDARDS N SECTION 472.O2 ` LORIDA STAT IT r. ERNESI>5 $. ESPlN M 4/PIS W. 2946 F0t 1.3(D ►r.\ �,►[�E.v r1 Y, AP ! r of y C) rr PI ' CONIC l'•\ht y�l Alh ro f tars') \• 30 — ('t61 61 O 28.54 SKETCH OF SURVEY FOR Bradley and Sylvia Owens 500 N.E. 97th Street Miami Shores, Florida \_It \E 0 N + _11 ..._.. __..__ SET (�I �►. 01-1 DATE: 7/20/87 SCALE r= 30' PROJECT NO. 58