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145 NE 101 St (5)'0 to J - m FLAT BAR r-i .090„ 2 3/8' P2 2' C — VARIOUS DEGREE CORNER PAN 050 MIN, CORNER PAN .050 uI N, 3' L 7/8' 1 3/32' 3 7/32' 3 1/32' 2 1 / 2' . 7 25 T 1 .1s MOUNTING HOLES 12 1/2" O.C. I 29/32'1 CROSS SECTIONS m N .090 3 7/32' 1.3/32' 7/8' 2 3/8' H i • VARIOUS TYPES OF F -TRACK NOT SHOWN 1 1/2' RETURN 14 y .060 MIN. N N .093 U1 7/8' 1 3/32' 3 7/32' I 3/32' VARIES I I t 5' MAx/uuu SPECIAL NET PANEL SECTION 0 -3r4 VARIES BLOCKING STUD MAY BE /NTALLED IN REVERSE DIRECTION TYPICAL VARIES MAX. .060 MIN. 1/8' 25 5 13/16' L IH� .090 . n 2' 2' L3H 16 1/8.. MIN. 1 2 I /4' L 3H 1/8 MIN. 2' n1 11 1H ALL 3/8 TYo. ) ( ALL APPLISTUDS S ANGLES STUDDED IN UDNS INCLUDES STUDDED T/ SHORTER LEG ONLY 1/4 -2n x 3/4 18 -8 STAINLESS STEEL KNURLED STUDS 12 1/2' 0.C. REFER TO APPLICATIONS ON SHEETS 2 & 3 / ANCHOR MOUNTING HOLES LOCATED ON EITHER HORIZONTAL OR VERTICAL LEG. 11 10 16 AND 19 STUDDED ANGLE DETAIL I/8 x 1 1/2" FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE COnvIPLIES .F.5 C. 1 994 EDITION FOR D•ODE COUNTY. SOUTH FLORIDA BUILDING CODE 231.:.5 FATIGUE LOAD TESTING AND 2.315 IIPA TESTS DESIGN✓ CRITERIA: WINO LOADS PEP CHAPTER 2.3 CF S.F.S.C. PRESSURE REQUIREMENT CALCULATIONS MUST BE PERFORMED PEP ASCE 7 -88 - MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES' GENERAL NOTES: ALL ALUMINUM ExT RUSIONS TO SE ALLOY 6063 - T 6 OR EOUAL STORM PANELS SHALL BE.: 24 GAUGE STEEL, ASTM A653 50 GRACE E AI /N. Fy = 90 K.S. /. MINIMUM VALUE WITH .031" MINIMUM THICKNESS HOT DIP COATED. WITH A NOMINAL WIDTH OF 12 %/2" THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY. IN ACCORDANCE TO THE DETAILED SPECIFICATIONS HEREIN. PANELS MAY BE NOTCHED OR. MITERED TO ACCOMMODATE AN OBSTRUCT /ON ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF THE FOLLOW/PIG OR EQUAL WITH MINIMUM ULTIMATE LOAD VALUES SHOWN %/4" DIA. RAWL LOK /BOLT ANCHOR ( SLEEVED DRIVE ANCHOR. ) MIN. TENSILE 1 1 90 - MIN.. SHEAR 1520 - 1 1 /a" MIN. EMBED. IN CONCRETE M. /N. TENS /LE 1200 - M /N. SHEAR 1270 - 1 1/8" M /N. EMBED. IN MASONRY 1/4 - PAWL CALK —IN ANCHOR ( MACHINE SCREW ANCHOR ) WITH 1/4 - BOLTS MIN. TENSILE 18 — Al/N. SHEAR 1730 — 7/8 MIN. EMBED. IN CONCRETE .M /N. TENSILE 880 - A4/N. SHEAR 13 - 7/8 M/N. EMBED. IN MASONRY 1/ 4" PER/IA -SEAL TAPPER BY RAWL ( MASONRY SCREWS VARIOUS HEAD TYPE'S ) MIN. TENSILE 1520 - Al/N. SHEAR 1980 - 1 1/2" MEN. EMBED. IN CONCRETE MIN. TENSILE 880 - A4/N. SHEAR. 1270 - 1 1/4" AWN. EMBED. IN MASONRY 1/4 " ZAMAC NAIL/N BY PAWL ( LAMAC HAMMER DRIVES ) MIN. TENSILE 960 - M /N. SHEAR 1400 - 1 3/8" MIN. EMBED. IN CONCRETE M. /N. TENS/LE 730 - MIN, SHEAR 1320 - 1 1/ U /N. EMBED. IN MASONRY ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 1/4" STEEL LAGS OR LARGER . WITH 1" MIN. THREAD PENETRATION. 1/4 -20 BRASS WOOD BUSHINGS OR 1 /4 " EL CO PANEL MATES WITH I 7/5 MIN. THREAD PENETRATION OR 1/4 MA SONARY SCREWS WITH 1 7/8" MIN, TREAD PENETRATION. REFER TO SHEETS 5.6 & 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' wiTHSTAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING " METAL TECH, /NC. 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 OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED. WHEN REOURED " PERMANENT FASTENER COMPONENTS, EMBEDDED ANCHOR BOLTS, THREADED CONES OR METAL SHIELDS. NOT IN USE. MUST BE PROTECTED AGAINST CORROSION, CONTAMINATION AND DAMAGE AT ALL TIME. 1 3 / rra� I — P w ;_ � 12:i TF;tC,F; KEY HOLE WASHER ROBERT 8 MO SOUR, PE EB- 0006024 NW ENGINEERING, INC. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE BY PRODUCT C 2 2. TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.(5I - 2_0S -0/ 24 ga. t: F sr KN./room s . m 0 3 /2Q /`at: Sri 0 6/12/90 sP 00/14/90 sr 12/15/00 S 0 1/17 /01 S 001 A. N In m lil 5£P /JRB aw, 01/10/9.5 5 / /OWN 9.900 7 1 4. I 1 NOTE * E D� A DETAIL 1 SEE ANCHOR SCHEDULE CONNECTION TYPE "D" 0 I SEE ANCHOR SCHEDULE E.D. • .NOTE'>k OBSTRUCTION SEE ANCHOR SCHEDULE CONNECTION TYPE "B" .500 2 HEADER or SILL HEADER or SILL DETAIL 5 .500 DETAIL 9 FLOOR PLUG AND MACHINE SCREW ANCHOR 12" O.C. FULL STORK PANEL (TYP.) SPECIAL PANEL CONFIGURAT /ON MAY BE NEEDED FOR TRAPPED WIDTHS. PANELS MAY BE ADDED TO WITH A MAXIMUM ADO -ON OF 3 FASTENED TO PANEL BY THE USE OF /64 POP RIVETS 3/16' TUBULAR RIVETS OR 10 -24 THRU BOLTS 16" O.C. CORNER PAN R 17 ANGLE MAY VARY CONNECTION TYPE "B" RETURN PAN VARIOUS SIZES NOTE'*' • • O. . 1 OR OTHER HEADER or SILL REFER TO THAT APPLICATION FOR PROPER CONNECTION TYPE /0 1/8 X 1 1/2 FLAT BAR SILL N STUDDED 147TH WINGNUTS SEE ANCHOR SCHEDULE CONNECTION TYPE "C" HEADER Or SILL DETAIL 2 CONTINUOUS BLOCKING 2 PIECES FASTEN TOGETHER WITH /64 RIVETS OR /8 TECK SCREWS 12" O.C. PLAN VIEWS DETAIL 12 A, B, C & 0 a RETURN PAN, ANGLE. TUBE OR WOOD MUST BE USED ON ALL BUILD OUT CONDITIONS TO CLOSE OFF ENDS / E D.. NOTE: 4r 7 5/8 MAX. SLOTTED MOUNTING HOLE MAY BE USED IN CENTER 1YEB OF PANEL, TYP. FOR ALL SPECIAL PAN APPLICATIONS. 7t5 PSF MAXIMUM r 'EO MAXIMUM PANEL HEIGHT 96 "• DETAIL 6 1/4 -20 130L „fw/TFI LOCKNUT 6' -8' FROLI BO Troy ONE EACH SIDE NOTE E D; OR HEADER or SILL MAY BE INSTALLED IN REvERsE DIRECTION CONTINUOUS BLOCKING 3/16 ANGLE BOLTED TOGETHER. WITH 1/4-20 THRU BOLT w/ LOCK NUT 6 O.C. USED AS HEADER OR SILL i MIIJ, SEE ANCHOR SCHEDULE CONNECTION TYPE "E" HEADER or SILL 1 MAY BE INSTALLED IN REVERSE DIRECTION AS IN DETAIL 6 DETAIL 10 INSIDE CLOSER PAN ASSEMBLY EO EO DETAIL 3 1 CONTINUOUS 6LOCKING R 9 3/16 ANGLE CONTINUOUS BLOCKING 16 OR03 /16 ANGLE 1/ -20 MAS.HINE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4" MASONRY SCREW .3 O.C. £O 3 ` MIN. EDGE DISTANCE • • POURED CONCRETE ONLY OPTIONAL USE OF . /e E FOR PURPOSE OF EXTENDING WALL FLOOR PLUG AND MACHINE SCREW ANCHOR 12 O.C. HEADER ON TOP SILL ON BOTTOM 1/4 -20 r 3/4 KNURLED STUDS WITH WASHERED WINC.NUTS (TYP.) OR 1/4 -20 RNETNUT WITH 1/ -20 FLOOR PLUG (TYR.) 'rzQ /—( 11 .Q.19) o r \-' HEADER or SILL SEE ANCHOR SCHEOr IL E CONNECTION TYPE "A" E.D. -.1117 L1..LL NOTE: * BOLTED TOGETHER WITH 1/4 -20 THRU BOLT W/ LOCK NUT 6 O.C. USED AS HEADER OP SILL MAXIMUM GAP BETWEEN STROM PANEL AND O.L.O. SHALL NOT EXCEED 1/4" AS VIEWED FROM FRONT VIEW 0 PANEL NOTCHED AT BOTTOM TO Pa55 OVER STUD AND WINGNUT u+ SILL (EACH SIDE) HEADER o' SILL CO , j- iEO . N01 =• * SEE ANCHOR. SCHEDULE CONNECTION TYPE "C" NOTE:'* DETAIL 4 o MAXIAII/M 101 66) 19� HEADER cr SILL - MIN SEE ANCHOR SCHEDULE CONNECTION TYPE "A" EO 'CO OP OTHER HEADER or SILL REFER. TO THAT APPLICATION FOR PROPER CONNECTION TYPE — CONTINUOUS WOOD BLOCKING VARIOUS SIZES DETAIL 7 \ ..E.O. 1 1' • Co `STORM PANEL ROBERT S. MONSOUR, PE EB- 0006024 P4111S ENGINEERING, INC. WINOON' ?P 000P OPEI;ING ,314 MAX. NOTE:* MAXIMUM IMPACT` STORM PANEL HORIZONTAL INSTALLATION EL E V4 TION EO p l LEO NOTE* , SEE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 8 SEE ANCHOR SCHEDULE rc fro CONNECTION TYPE "D" MAY BE MOUNTED VERTICALLY OR HORIZONTALLY DETAIL 11 R 0 CONTINUOUS BLOCKING BOLTED TOGETHER WITH. 1/4 - THRU BOLT tt/ LOCK NUT 12" O.C. P 19 CONTINUOUS BLOCKING 1/4 -20 r j%4 KNURLED STUDS WITH WASHERED WINGNUTS 12 1/2 _ O.C. (TYP.) 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 MAY BE INTSALL INTO WOOD, CONCRETE. MASONRY WHEN ANCHORING TO WOOD. THE WOOD MUST BE A. MINIMUM 2 X 4 EQUAL TO 12 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE . Z I ZOO 1 BY / /. ,, PRODUCT ,.' TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOD I — 02-05 J I. rf VERTICAL INSTALLATION ELEVATION R 0? /c(I/ 98 05/14/92 01/17/0i a R A S 3 SEP 7 JRB / RSA' 01 SHOWN 9600 2 7 WM' m SP GP SP J - n • ■ 1 / 1 - 20 FLOOR PLUG WITH MACHINE SCREW ANCHOR HEADER OR SILL CONCRETE OR MASONRY a , CONNECTION TYPE "A'' 4 E'D. REFER TO DEFECTION CHART GLASS ETAL CH, ore STORM PANEL CONNECTION 1/4 -20 FLOOI? PLUG WITH 1/4 -20 BRASS WOOD BUSHING HEADER OR SILL INTO WOOD DETAIL 15 m 1�1 t 1 " MIN. DETAIL 19 HEADER or SILL SEE ANCHOR SCHEDULE CONNECTION TYPE "B" NOTE: NOTE * SERVE THRU WINDOW STORM PANEL 1 1 /4" MAXIMUM THE METAL TECH STORM PANEL MAY BE INSTALLED WITHOUT THE U.SE OF AN EXTRUDED HEADER OR SILL. THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE OF ONE OR A COMBINATION OF DETAIL 13 ��TAIL 1 3 NOTE.* • • E '£0, 3/8" THRUBOLTS 9_ 1/2" O.C. WITH 2X3X.125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48" WOOD COUNTER 1 1/4" MAX. THICKNESS COUNTER MAY BE MADE OF OTHER MATERIAL ( HEADER or SILL DETAIL 16 SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL ANCHORS 12" 0. C. SEE ANCHOR SCHEDULE CONNECTION TYPE "C" F a a • • NOTE* 1/4" PANEL MATE SCREW WITH ;4 -20 e WITH WASHERED WINGNUT HEADER OR SILL I ' , • WOOD. CONCRETE OR 'MASONRY • �l REFER / CONNECTION TYPE "A" 1 /4 " PANEL MATE I WITH MACHINE SCREW HEAD WITH 14 -20 SIDEWALK BOLT HEADER OR SILL NOTE * WOOD. CONCRETE OR MASONRY E D, GLASS DETAIL 17 O 0 or » HEADER or SILL ET CH. rim STORM PANEL SCREWED OR BOLTED TOGETHER WI l/4 -20 THRU BOLT W/ LOCK NUT 12 O.C. CONTINUOUS BLOCKING 16 OR 19 1/4 "ANGLE fO plOTE '1k CONNECTION TYPE "A" TO DEFECTION CHART SEE ANCHOR SCHEDULE CONNECTION TYPE "A" 1/4 -20 MASHINE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4" MASONRY SCREW 4 0.C. 3" MIN. EDGE DISTANCE POURED CONCRETE ONLY 59.5 PSF MAXIMUM / PANEL HEIGHT 109" MAXIMUM DETAIL 20 ADJUSTABLE HEADER OR SILL STUD HEAD P SECURED WITH ---;" WAS PE W /NGNUTS STUCCO FINISH REFER TO DEFECTION CHART N�ETALI rrc STORM PANEL CO EO a•a• a a . NO1E* SEE ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 18 NOTE: * HEADER or SILL PIS ENGINEEPING. INC ®OR® ©O f ROBER S . MONSOUR. PE EB- 0006024 CONNECTION TYPE "A" • e.o . NOTE:* CONN TYPE "A" S INS("AL-L All ON DETAIL 14 NOTE* NOTE:' 7 I1 GLASS SEE ANCHOR SCHEDULE CONNECTION TYPE "A" AND DETAIL 19 WHEN ANCHORING TO WOOD. THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO 12 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 031zL1 zoo I BY PRODUCT CCENTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0J —0203'' 01 HEADER or SILL IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VLRir'r THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE. MASONRY -J W Z c CL cc 0 V/ a 7 7 7 3 J I RDA SIO1PI 03/20/98 04/20/98 06!12 /98 OS/14/98 01/17/01 3 SEP / JRB / RSAI 01/10/97 w.. SHOWN 99001 VW fr 7 ..r 1 DESIGN PRESSURE PANEL SPAN 44.40 724" 47.81 123 57.23 179" 58.06 112" 61.47 109" 66.85 704" 71.46 100" 75.30 95 " 87.45 88" 86.83 82" 97.44 78" PANEL HEIGHT 0 " -90" 90"-12 WALL MOUNT 2 .5/8" .3 1 /2 " INSIDE MOUNT 2 5/8" .3 1/2" BUILD OUT I 2 5/8" ,3 1/2" PANEL HEIG 0"-10 I 104 "--124 WALL MOUNT 2" 2 1 /4 " INSIDE MOUNT 2" I 2 1/4" BUILD OUT 2" I 2 1/ 4 THE METAL TECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. CN 24 ga. STEEL FRONT VIEW SIDE VIEW HORIZONTAL BRACE STRAP 1/4 -20 STUD WITH WINGNUT 12 1/2" O.C. 1/8 X 3/4 FLAT ALUMINUM BAR SIDE VIEW i 124" MAX. PANEL HEIGHT NO PANEL STRAP IS REQUIRED PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN GLASS AND PANEL DETAIL "E" FRONT VIEW MAXIMUM GAP BETWEEN PANEL AND HEADER IS 1 /4" (TYP.) DETAIL 'F" FASTENER MUST BE IN NORROW PORTION OF KEY HOLE. IF NOT A KEY HOLE WASHER SHOULD BE USED MOUNTING HOLE MAY ALSO BE A 9/16" DIA. CIRCLE DETAIL "G" EXPLODED ASSEMBLY DETAIL 13 ON SHEET 3 DETAIL 13 ON SHEET 3 WALL MOUNT ANCHORING PANEL TOP & BOTTOM NO HOP. OP SILL KEY HOLE WASHER HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY z � 24 GAUGE MAXIMUM IMPACT STEEL STORM PANEL DETAIL 3.4, & 8 ON SHEET 2 \l� 5 � U 0 U tAJ 2 O 7 DETAIL 3.4. & 8 ON SHEET 2 WALL MOUNT ANCHORING PANEL TOP & BOTTOM WITH STUDDED HOP /SILL FRONT VIE Y SIDE VIEW HEADER AND SILL TYPE MAY VARY DEPENDING ON APPLICATION DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET 3 • HEADER CLASS // SILL DETAILS 3, AND 8 ON SHEET 2 WALL MOUNT WITH HDR. AND SILL i 124" MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED MIDSPAN i MINIMUM DISTANCE BETWEEN GLASS AND PANEL TYPICAL SECTION VIEWS ROBERT . MONSOUR, PE EB- 0006024 QAI1M5 ENGINEERING, INC PANEL DEFLECTION CHART WITH HORIZONTAL STRAP DETAILS 5, 7 , 9, 10 AND I I ON SHEET 2 WITH HOP. AND SILL GLASS DETAIL 2 ON SHEET 2 DETAIL 16 ON SHEET 3 � , I HEADER L r i / / / /// SI DETAILS 5.7,9.10 AND 1 DETAIL ' ON SHEET 2 ON SHEET 2 BUILD OUT INSIDE MOUNT WITH HDR. AND SILL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 22. Z c• digiM DATE BY PRODUCT C� i ' OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - Cz OS - 01 Eviromr5 (1Y 0:j /2 l) /9 06/12/98 08/14/98 12/04/00 01/17/01 SP SR SP SF SR U z U w w Z U 1 ■ rn W S£P/JRB 0110/08 SUM SHOWN 9;001 4 7 - ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 59.6 PSF 71.5 PSF POu EOCONCcETE I CONCCE TE BLOCK 'OLzEDCONCaE CoriCRE TE BLOCK corl1EcTroN TYPE , I COrt'IEC TION 1hE COnIECTIO ;l TYPE CONNECTION TYPE ANCHOR TYPE PANEL E.D. A I B C I D I E I A 1 8 i c I D i E A I 8 I C I D i E A B I C I D r' 68" Span 3 " 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 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 2 1 I Cr ill 1 • • 114" SLEEVE ANCHOR 1 1/4 MIN. EMBEDMENT BB S pan 3' 16 13 8 13 13 16 13 10 i3 13 16 13 7 13 13 116 13 8 }3 13 16 13 5 13 13 ` 16 13 6 13 13 16 8 7 }2 i3 16 9 8 12 13 16 8 6 10 12 1 16 8 7 11 12 15 7 5 9 10 1 15 7 5 9 11 2 1 1 105" Span 3' 16 9 7 12 13 16 9 8 12 13 16 8 6 ti 12 16 8 i 11 12 15 7 5 10 11 16 7 5 10 11 15 5 6 7 6; 15 5 7 7 6 i4 5 5 6 5 14 .5 6 6 5 12 4 4 6 5 1 12 4 4 6 5 2' 1 1 /a- 124' Span } }2 d 4 6 5 12 4 d 6 5 _d'i - - - - -- ...._.:. .._...` °6._...:... -::•�'. '..,...,. ...: F:^ T t / 60" Span 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 I 12 12 5 12 12 2" Hi ' 1 I 1 114- 1/4 SLEEVED 1 3/8" DRIVE ANCHOR MIN. EMBEDMENT 58' Span 3 16 13 8 13 13 ; 13 10 6 13 13 16 12 6 13 13 I 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 i 10 5 4 6 7 12 6 4 8 9 1 9 4 4 6 6 2 1 1/4 105" Span 3 15 7 6 10 11 j 11 1 5 5 7 8 13 6 5 9 10 I 10 5 4 7 7 12 6 4 8 9 I 9 4 4 6 7 13 4 6 6 5 , 9 3 4 4 3 11 4 4 5 4 1 8 3 4 4 3 10 4 4 5 4 I 7 3 3 4 3 i j �I ,,, +, 1/4" ZAMAC 1 3/8" 2" HAMMER DRIVE MIN. EMBEDMENT 1 1/4 124' Span 3" 13 4 $ 6 5 9 3 4 4 3 4 5 4 I 8 3 4 4 3 4 5 4 - 7 3 3 4 3 ': }: : '.i ;: [ - -.� ..r-: _. ;� .... <i 25 - .: vii;' hare?. 5= _i° I�.:. .•a...:xri: ::n;'' ?i4=c °i':. _ ;:E r- :...::..._ _. _: ._...F _:_ : ervieir.usi. +:c?- =Eb_. ".viii,:: 7e a:e: . �:•r ti� - 4 .. . rr e .. .c, s _ . ..�c_-. : ii ?r l ... a,:. » : :rr n'I' n sr..5r _ :i:r: 2' 11 4 10 4 1 1/ VARIOUS HEAD TYPES ■ t- I. LIL >.UI.004iVMM~ 68' Span 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 1 16 13 6 13 13 16 13 13 13 13 1 16 13 7 , 13 13 16 13 10 13 13 15 13 6 13 13 16 13 8 13 13 I 14 13 5 12 13 2' 1 114' BB" Span 3 16 13 12 13 13 1 16 12 7 13 13 16 13 10 13 13 ! 14 11 6 13 13 16 13 8 13 13 i 13 10 5 13 13 16 11 10 13 13 13 6 6 9 10 16 10 8 13 13 i 12 6 5 8 9 16 9 7 12 13 i 11 5 4 7 8 UM " � ' %t ' lIO+IIII — 1/4 1 1/2" atjt tYt 1.1,'41 t1 - it IZ — MASONRY SCREWS MIN. EMBEDMENT 2' 11/4- 105' Span 3' 16 11 10 13 13 113 6 6 9 10 16 10 8 13 13 i 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 1 9 3 3 4 3 2" 1 1/4- 24 an 124" Span P 3 7 11 4 5 $ 4 16 7 8 9 I 16 6 7 8 6 10 4 4 5 4 1 6 6 6 7 6 9 3 3 4 3 :i' - _ , t: r � :a • f : - i,:r :i;, ii: : i:r �• a..-+' ysrd..e. -i _ `. ::r ' ��• It?.S- ''i"•'_`- 3,.'•'is?&1 -4, _i• . � '' T ' •. - sS!j..- _. '�s+ 5: �, r,1 1 . :9 :v :l ; r- � $' : :- - ./ r ^} 9 r -.r :usa61F :? :t= a`4„ Tin: s ! ' r?'.. { ^'� isi ,�, "•-1�..^....�- a ?'�c �.3 I = I n ws�' ii� -, - - ,�•e` - *•..z' :'i= - .n 'n rh....„ 'c; •; — •. . :c�c -, .. rl+ n :c b � _:.. - 1� ' `z. .4: � 2 1 1 /4_ 68' Span 3' 16 13 13 13 13 16 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 i 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' 2 ' 68" Span 3- 16 13 13 13 13 i 16 12 7 13 13 16 13 11 i3 13 14 •..- . - . _,13 .••• 13 - -- 16 13 8 13 13 13 10 5 13 13 16 13 11 13 13 13 6 6 9 1 . 1 6 6 ... 12 9 13 r 12 6 5 6 9 16 11 7 13 13 11 5 4 7 8 1/4.20 a 718", - DIA. MACHINE SCREW ANCHOR 7/8" MIN. EMBEDMENT 2.5" 2 - - 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 1 11 5 4 7 8 16 8 9 11 - 9 11 4 5 5 4 16 8 7 10 8 I 10 4 4 5 4 16 6 9 7 1 9 3 3 4 3 2.5' 2 ' 1 24" Span an P 3" 1 4 5 5 4 16 B 9 11 9 I 11 16 8 7 1 D 8 1 O 4 4 $ 4 16 7 6 9 7 '': 9 3 3 ,. -ti• - '�'� ,... a' : r.a � : r - vl ? r l d :,.r �.. '-T• : n isi i ?ti^e : ,--- , ,, : --r r ! /. xi= ; .. :cp l . r. � j ;;.: r .i i ?: °a i._ �:r . \ ; C IS$ S \ C K ,l' � - 11 r l' aiy �lM4: �\�1 � � '`s �Cr S• ���� \ - a l•' I . ,'+;'• '+> a ng.:. -' r yz� '''' , 1 'r r r�• 1 - i cs . li `AX = I , ! , .....rah ,.: 'Imp Y . _.:<II� . 1 t 2.5 2" A A N C H O R S C H E D U L E NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENSEOMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL SE THE RESPONSIBILITY OF THE �� F IJ A CO lR .CrQF, TO VERIFY THE SOUNDr/E�� 0 THE STRUCTURE TO WITH STAND THE ADDITION4L LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY SE INTSALL INTO WOOD. CONCRETE OR MASONRY. PE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATED3 22 -. is I BY PRODUCT 1 'fTROL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO. O I "' 020 S -Of ROBERT S. MONSOUR EB- 0006024 RA1MS ENGIKERIPIG, INC. RLvi,lOTI 03/20/9; 06/12/ 38 08 /1 / °P 12/15/00 0 1/17/01 SP sP sP 5F sr Ei 0 C J • GOWno SEP /J/ 6 01/10/98 scAv SHOWN 98001 SKr 5 V 7 .•r. ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE - 81.5 PSF 91.4 PSF POV ?ED CONC=E T I CONCRETE BLOCK ROAMED CONCRETE CONCRE 7E ELOCK C T CC/NNE C tIOr1 TYPE COntTECTION TYPE TE COrn3EC1lON YP ANCHOR TYPE PANEL E. D. A I B J C D E A B C D E A B I C 0 E I A ( B C I D E 58" Span 3" 1 6 13 6 13 13 ; 16 13 9 13 13 16 12 6 13 13 116 12 7 13 13 16 11 5 13 13 I 16 11 6 13 13 16 9 8 12 13 116 9 9 12 13 16 8 7 11 13 116 8 7 11 13 15 7 5 10 11 I 15 7 6 10 11 2" 1 1/d 1/4" SLEEVE ANCHOR 1 1/4 MIN. EMBEDMENT 88" Span 3" 16 6 6 8 7 i 16 6 7 8 7 14 5 5 7 6 14 5 6 7 6 13 5 4 6 5 . 1 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 1 4 4 5 4 I 11 4 4 5 4 2" 1 1 105" Span 3 . 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Sim.;.. =1101° _ 1 1 /4 5 ?'r �:: ir-i +ci•:i•� -er,+ 3 st. ^S Y 'r x r:.. r.::r5 -.� VARIOUS HEAD TYPES 68" Span 3 16 13 11 13 13 115 10 7 13 13 16 13 9 13 13 114 9 5 13 13 16 13 7 13 13 I 12 8 4 11 12 16 11 10 13 13 114 . 7 6 9 : 11 16 10 8 13 13 112 6 5 8 9 16 9 7 12 13 I 11 5 4 7 8 2" 1 1/4 88" Span 3 " 16 8 9 10 9 1 12' 4 5 6 5 16 7 7 9 B ' 10 4 4 5 4 16 6 6 8 7 1 9 4 3 5 4 16 6 8 8 6 16 5 6 7 5 15 5 5 6 5 I 11 3 5 5 3 9 3 4 4 3 8 3 3 4 .i i,I•a' At.Z;L4Iai[. iS. ��,,�,, [11.311 11. •" ,... �1 _ fi T`1 I, 1 /d 1 1 •'TT �r t T i,1: � ^ F li F r l '- i .� IitiG I lt F . 1 Y r } MASONRY SCREWS /2" MIN. EMBEDMENT 2" 1 1,4- 1 OS " S pan 3" wi � 'ii• :£•i; il�J,i/rt 141 Y: h - i ai'. •;::: ya .vv S. � k ♦c �Cx � V44 \ c . , '. l a 4v � ii ..• y G S ..+.� \� \. .•:"i:::r ".'s' •.r.a ! V r. ;• > M I 1 �: 11 <' I• r � i . «� . k.w :4. 2 ^'1 .t ....0 ^''i : ?C r e+� : :ri . 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P.r?./.4 174 i��w�:LL'•1 !. - ' !' :- .37.:_ ^: ^ .a .1.11.1 � -•• l 1J .- '..., :/..., � - --,- �J .•� � : 3rr F '..-- - , - ,•Y S •^ ^ � ^ - z a 'cr u5.i3r -..i•• 1^ . 1 ng'^ r T :�C-.r r ;' :r r r iS ,..i�• i � i r t .s•�, i 3e -',tip .- 1r rYf. +.:1 :.:,r." '"'S:' (! A ji •T.A . .La -.. . _........:� ::�z} a{:T.:ria_ 2" 1 1 /4' vi '.:.:. + ... � , s.•: 7:�::_•3-s_:.-r..•a`.r^r..n •:. .s._ 124" Span 3" --/' •_ >^ ,_ r isd. : avl._ ..: / i : v.- :�: .:. -,-n 11 --,:.t�Y_i_:• i.vr.S- r ••••,XaT -7n.. `^.Cz: ^'�T_ ti = ' 1: - � '?j "' a a:�.> a:: ^: r.._' ' •-. - r.••-v - ......:.: •. ,.83= ' . ^3:-!s?. . -o :•5•.:ni-_i?i:r.:i^°`r.: «^'a -- .sir- • :.-- .s.._.i _ ^ : > F •iTY Yau •T C•ri .�. DAY . ' a I.'^C..y _ . ': y-j''r , .,pi2si i1,! 1i .�^ ^...- ;a ^a^1z -z ' s i, ' L ^ . , . . . r « :4" r-Z.:. """' -,..' it': l2s� .1.�.r~r_i1$ , _. ' � ' - >'' :..2 .- L -i ..i v.:-. " i'i; •. ; 1 . . _ .-,_.s ... t. ._ ..a..7 :'>_i:i _i •••a • • -•;.. >.r ,. 14 . ,_. ^.. ._.1i 43 . 2" 1 1 /d' 68" Span 3. 16 13 : 12 13 :. 13 115 10 7 : 13 13 16 13 10 13 13 114 9 6 13 13 16 13 : 8 13 : 13 112 8 5 11 12 16 : 13 11 : 13 13 ! 14 : 7 6 9 11 16 12 9 : 13 13 112 : 6 5 : 8 9 16 11 7 : 13 13 111 : 5 4 : 7 8 2.5' 2 " 88^ Span 3 ' 16 9• 9 13 : 11 i 12 4 5 6 5 16 : 8 : 8 11 : 9 I 11 4 4 5 4 - - 16 • 8 • 6 10 • 8 1 9 • 4 4 5 4 :4• ^t: \ 3'� 1 4: 11 ^ ^ . : �• : , l a 7• • ;1:til Je,py. .. , :::: = ^rte !•:v . ,,_ . ` i' " ..v ••_ -_ .::: =z• ,4^:+ ?;'I• '^; " j 4.. •? r. ,t7,:?.e..3 n'a'i ?E rl:t - n -rs e..-- g4'r0:a`,Tar55F: i. ... r•i•>: -^^ r =-r • sc : ate .. ...._. , - ' 4 � � -- . 451.1 •�- :r «.:.•::sdr� "t.' ^ . - • - r «r i ; '! 1 'r S �a t> • r ". - - - ' > -':.ra'e^.�. 4 r. •i,•� •'a„s' R.. • ._...l: �' c yr • - i?i i.: , ' `11:7>�4•,�v ,. Y4 e i:% C' . s . . ' • • ,' 1 ?: i:k i : ar ; , a_ a �1 xe:.. �4 .. . a � :ar,.r:..� `a- .?i':•' •� r , q•.rw•i"':.... tS;=' - ; ? .i 5 3 V xr ~:..,f:._.. a - . r' r �'rsMYµy``` Sy i ' y i -� � � ` }a � tY'yyit� `1 jj «i • c�+'� � �irj�`•S�' ''s .a - . ';1{ t• 4 . 17 -4 NiCrO \1 S•41...S i i. f:..n. N� A •.�4 Cc. �' \ C f. i, - 4. 'i ila'a'• •C i. i - •1 .. n•ii i^� a r i r tPi:ai rr '6 ! i li i . ` . -.+ar g il-T � .��'.'.'inkl, - - me -'w -_ x> :::t R " ] j r�j 4I1 1 i • : iT Y iy? 1 • : �a �. ' i «. ' 1j3 .....: r Y...1J..,..r_:1 - 4... t : - 1_....•YC « '.::'.. ;Yi A:' .. ..:.44. .14168.J•T a_,,,,, i . 16 7 8: 10 7 i 11 : 3 5: 5 3 16 7 7 : 9 6 1 9 : 3 4 : 4 3 16 6 • 5 8 6 18 3 3 4 3 1/4.20 x 7/8" . 1/2' DIA. MACHINE SCREW ANCHOR 7 /8' MIN. EMBEDMENT 2.5' 2" 3- .t � ., . .it s 10- 7t ' ..... ' ' rG'F - y ...^ir. .':111 i r_•i.•: i...t... .; ./: J .� e i . c.:.:sa 4 i• ='=r"' h_ ...:'j s 1. 4114;?; , 4 y. r,.:.�i ^.,,, . y , r i , ; � • a:7: i 1.r s si..s,� r_v: b - -'•: iii ^ n a -s'�i. ?i ' .G�: sj' l ' . rsii 5- -�,M- . " `' \ - =ril F'' � '� ^ .'S•1'�' - a i r i .4' i + rmT f�'' 'B P:1 ".1. 1 '-F ^. ` _ ,. "•C �Y • c ,G 5'{ - ...-... 'C r �'. -• \ ..' Fsa _ • .� 1 _ ` s.9:•!''i.r�^r f {i..a -^ '- '. ': i0 i L . f c' i - 9 irj.= r ^ x `44 i >•rr-'x- - aj : m i I ^1•r. � , Mr i "' y. ,.,/• '•'•'� ', Y , ■ a! �'.,L�1 h . . ...\ �na,, ilt • . . . ,,, Z4 . '.TJ'.�' j 111x S i "': « i . .. ^ n •' °r�.r '. '' 1i� i Ti ' ace �' • j i ' 1 • si x � M i i tl if 0 >.17:~ • ? 11 1 ; w :. ,y �!� � a y j .., pt• . Wiry, J I......Y�y6.::4414:1.-r.i.ri -.. ..YCrel.r. .a_.._......,�. „,,d.^. 105" Span 2.5" 2 12d Span 3 2.5 2 A . N. C H 0 R S C H E D U L E NOTES: ROBERT S. MONSOUR, PE EB- 0006024 R41i'ts ENGINEERING, InIC. SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITION; 'NAT ARE NOT ACCEPTABLE. IT Sh:4LL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF T THE STRUCTURE TO WITH TAN/) THE TiON4 c� CU t � STAN() EADD L LOADS AND INSURE PROPER 4N(HQRACE. SHUTTER SYSTEM. MAY BE INTS.4LL INin WOOD. CONCRETE OR MASONRY. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE A � 33 Z,? �Z • BY ji7L�"'•1J • /. . PRODUCT • fTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.0 ( - 0 2 C5 - -6i I I r,rvisioris IY II :1 /2(I / �3 - i r O; / 1 c /'.)8 GP QI /1 7;'01 :P V ♦ . •• S EP /JRB / R_M o f / i O /9s 4 t SHOWN 98001 wEn 6 IL . 7 '� WOOD APPLICATIONS UP TO 59.5 PSF UP TO 7 PSF UP TO 81.5 PSF UP TO 91.4 PSF CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ANCHOR TYPE DIA. SPAN A I B I C I D I E 14 13 5 13 13 1 1 8 4 11 11 9 4 4 6 7 8 3 3 4 3 A I B I C I D I E 12 12 5 12 12 9 4 3 6 7 • 8 3 3 r 4 3 +- _ r A I B I C ! D I E 10 7 4 10 10 8 3 3 4 3 A I B I C I O I E 9 _4 4 6 7 • BRASS 7 'n •a „ WOOD BUSHING Ea- 1" MIN. PENETRATION t/4 - 20 68" SPAN 88" SPAN 105 SPAN . .: •y ' ', .s. n c . Y ' 124" SPAN t � .,t. �"�,;-�_ 1�'`� t-1s. ��t ,- , }� �t._� \x, \. �� WOOD LAGS 1" MINIMUM TREAD PENETRATION 1/4 68" SPAN 16 13 8 13 13 14 11 1 13 13 12 6 8 9 10 4 3 5 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 ::.1.7."'7," 3 f' ^" s 7 °f v R ° " r d ' s ' r „ s 12 6 5 8 9 9 3 4 4 3 � ' � ,� ,�„ " tt y` yI k� ° t 88" SPAN 105 SPA 124' SPAN f " , ; ' L `` �11Ltt``` FF`` `•1 # \ `11 -V I r - %\\ � \MS 1- l WOOD 5/16" 58" SPAN 16 13 10 13 13 16 13 7 13 13 14 7 6 9 10 12 4 5 6 4 16 13 8 13 13 14 7 6 9 10 12 4 5 6 4 ' r s K 16 10 7 13 13 12 5 5 6 5 14 7 6 9 11 • 11 4 5 • 5 3 88" SPAN LAGS 1' MINIMUM TREAD PENETRATION 105" SPAN a- d;£ . :';; ` .;. ' : •,.. � •. _., ` `s,k`= - -.. ':? s y•.t' r ; ,*.:="4 124' SPAN -, p p >.' y s j t tt ��� tt��t�tra � 1 , �` }� }�}� X : - V F� 3/8' 68" 68" SPAN 16 13 11 13 13 i 6 13 9 1 3 1 3 16 8 7 11 1 12 . 13 5 6 6 5 16 : 13 9 13 13 16 8 7 10 1 2 14 5 6 6 • 5 r+ . ... -, ,,: .. .. _.,:._ .. _,.. s. f.'. 16 12 8 , 13 13 , 14 5 6 7 6 ti x "" �" <)K „ � a� � rn x = s K D ;` "� ,,.mss' .. <.. •z.: ✓ ..": . 16 8 7 • 11 13 13 w 6 • 5 4 ' _ 7 � r rr „. p s i st t < ✓) ,. - .! .:..�. • 88" SPAN W000 LAGS 1” MINIMUM TREAD PENETRATION 105 SPAN 124" SPAN t .«F� �\ ��}�� �t���� �����ir�r% 7/16 68 "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 88" SPAN WOOD LAGS 1' MINIMUM TREAD PENETRATION 105" SPAN N . s... r r I S� ' - N s rs ' :° .f,.' .., ..: _w,r+ ..... ✓... =. rq r., - ... ' X .. .. vi ar E.4 , , t ", s. >t �.�...: 3, a 124 SPAN ._ i.. `" .. r . .. - ` .v., ::.. : _,. 4. t L 1 /4' 68" 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 6 5 8 9 10 4 • 4 5 4 .. .4:: .�:: .. .:.s ..'.:: �. :. _.... 14 • 9 • 6 13 13 10 4 4 5 4 a� ' r z z s ' .... J ,.. .:'L° n �..... 12 6 5 8 9 9 3 4 • 4 3 a z A r s k ; ° n y m Y rr S r_ r r ; ...�, ..::.ie1 _,. ., <_e .. aA rv'Y.� 12 6 5 8 9 9 3 ,. < SR<. :y " 17fN I.Y r 2S Y(.. " � x., 1; 12 6 , 5 8 9 9 3 4 4 3 ) � V^ tea„; 88" SPAN 1/4 ELCO PANEL MATES 1 7/8" MIN. THREAD PENETRATION 105" SPAN 124" SPAN 1/4 68" SPAN 16 13 8 13 13 14 11 3 13 6 13 12 6 5 8 9 10 4 3 5 4 15 13 6 13 . 13 12 6 5 3 9 10 • 4 4 5 4 ' 14 9 6 13 13 10 4 4 5 4 . . ..L N1 .f G ) t ) - \11TJ"" t �C�r 1�� � a il 1/4" ELCO PANEL MATES 1 7/8" MIN. THREAD PENETRATION 88 SPAN " 105" SPAN 124' SPAN VERitoeus TYPES 1 /a" 68- 68" 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 -. 6 5 8 9 10 4 4 5 4 s 3 14 9 6 13 13 10 4 4 • 5 4 z s y � • .... £ L } i lt�HElf.EAD ,i�tiil . �.Y1 1�� } F } 1 1.`Yl }t.jF \ 88 � SPAN 1/4" MASONRY SCREWS 1 7/8" MIN. THREAD PENETRATION 105 SPAN 124" SPAN ■ A . N, C H 0 R S C H E D U L E E NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARP FOR DFTER-MMING 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 MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. 1, ROBERT S. MONSOUR, PE EB- 0006024 M11Mt ENCINE€ INC, INC. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 3 ia. So • f BY ! . It.d PRODUCT C :TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.0 I — C2-05 G a n. 9 3 8 0 0 0 0 0 7 Z n n x I CINJ 4 T w mmlime U O Z LJ U IY'�1 IJ W ; 5EP /JRB /R5M o'/ ' /98 5/1owN 980 lain 7 7 ,R,. • 1 ' Min. O v CIS I 0 • UNBOLTED PANELS (SEES � ON 0 • ~MO • _•11•111 1 i • -•■•/i• • 1/4' Max. GAP APRNGN9LE .990' CONCRETE ANCHORS (SEE SCHEDULE) 12000' (EPEC'17V£ W70TH) 14.233' (TOTAL WIDTH) Q PANEL SCALE 3/6' - 1' 2665' 0.0.36' THICK ;Gal STEEL 4 000 (EFFECINE -WIDTH) 8. 152' . 0OTAL4II0TH) 1A HALF PANEL /.7N , SC4LL 3/8 ' - I' COMPONENTS T i t' TT T TT - - r - f QV41U r • 0 CONCRETE ANCHORS (SEE SCHEDULE) STORM PANEL ELE/AT/ON SCALE 1 1/2' - SECTION A-A SCALE 1 1/9 = 1' -n • ~M 990' 1/4' Mar. GAP 0 — - r - r T T - 1 • A.ME, W J' Max. 1'Min \--BOLTED PANELS WI 1/4 I -20 x 3/4 M. S: W/ 7/6' x J/32' NMNGMJI5 O EA. OVERLAP (SEE SCHEDULE 1 I"" ON SHEET 6 OF 8) CX/ GENERAL NOTES: 1. STORM PANEL SNOW ON 7HLS PR00(FCT .4PPRow L DOCUA�JNT 44S QESNGAIED MN AC'CORQ4NCE NTH THE 2001 EDV7X) 4 OF 111E FLOR184 BUILDING CODE W/ DESIGN ABLE 7- $CC 96 LOSTA* 4 RDS O. 11 BE DETERMINED AS PER SECTION 1619 OF THE ABOVE AENT70NE'D CODE fOaR A BASIC Wti1D SPED .a D OF 146 h.. AND IN ACCORDANCE :a ER . STORM PANELS' ADEO(NGY FOR IMPACT AND FATIGUE RESISTANCE MS BEEN VOWED IN ACCORDANCE 10TH SEL7N7IM 760& 1.4 OF THE ABOVE m0171 0,4E0 CODE AS PER AMERC AN TEST LAB REPORT / 092&02 -96 AND FENESTRATION TESTIVC LAB REPORTS / "2224 2223. 2293 & 2294. 2. ALL STEEL SHEET ME..tL PANELS SHALL HIVE STRUCTURAL OMMLJTY ASTM A-85.3. GRADE 40 DESI01W1iOW. GALVANIZED STEa W/ WNW P$. 49 kei (AFTER ROLLED). AND TO BE C-60 OALVAN/ZED. J. ALL ALUMINUM EXTRUSIONS S u. BE 6063 -T6 ALLOY UNLESS OTHFRMtSE Nona 4. ALL SCREWS 7D BE STAINLESS STEEL 304 OR ..716 SERIES: ' S BOLTS TD BE 2024 -T4 ALUMINUM ALLOY, GAL A.MZED OR STiAMm STEEL. 4 ANCHORS TD MGILL SHALL BE AS FOLLOWS (UNLESS 0T74f7rA SE NOTED) . (A) 70 EMSTING MIRED CONCRETE: ..,.. - 1/4' 0 TAPObI ANCHORS. AS MANUFACTURED. BY 111V/RAIISET OR EL00 INDUSTRkS, WC - 1/4' 0 • x 7/8' RA CALK-IN ANCHORS ORS AS AI4NUFACT1RED BY THE MYR PLLC COMPANY £ warm. A.1) MINIMUM ONI DAIE7+iT Or TAFE•QN ANC+GIRS A70 POURED' CONCRETE SILL BE 1 3/4' .4.2) 7/8' NR/WR CALK -IN ANCHORS SIi4lL BE ENTIRELY EAM3 DOED,'INTO THE POURED CONCRETE NO EMEIEEMIENT INTO STUCCO SHALL BE PERMITTED. 1/4' 4 -20 SCREWS USED • SMALL BE 1 : 1/2' LONG M'NLIUM: S4OUW STOALICO COST. AND :I - • AYNIII.1 FOR NNLLS'W!TH NO STUCCO. .4.3) NN CASE TM4T PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TD REACH THE MAW STRUCTURE edliND .SI/CH PANa.S. ANCHORAGE MOLL BE INDICATED" ON moms A.1) & A2) NAME . (B). 7D. E70S17NC CQNCRi7F &Oa( WALL: - 1/4' 0 7 PCON ANCJi'RS As MANUFACTURED BY RW /RAMSET OR. ELCO INO7USTR/ES !ham - 1/4' I.x 7/6' RANI C41X - -IN ANCHORS AS MANUFACTURED BY THE RAW. PLUG COMPANY. AC N07ES • ELI) MNWM UM DIBEDM OF rA E T PCON AANCHORS NNM THE CONCRETE BLOCK LAST SNi1LL BE 1 1/4' 8.2). 7/8 _ ROIL CiLX. -m' 4' HORS SHALL BE EWI7RELY ETIIBEDIDED INTO THE CONCRETE BLOCK UM'T. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' I -20 SCREWS USED SE 1. 7 / LONG £47ST• AND 1-" MW MU -- FOTR_ NNLLS-WITH NO STUCCO. . B.J) IN G4SE MAT PRE f5T NE- ORPRE4,57' CONCRE7E - B£- FOUND AN -Tfff SANG -NAIL MK 1OY45= 51f4LL -BE LEhN6-- E71K)uGH -Ti7- REACH- THE-"- AWN- S7RUCILl7E- BE}11N0__SUI l P4NE2.S ANQt!01d4C+E SHALL BE 1 1/4' MINIMUM MR' ANCHORS MENTIONED IN all & 7/6' MR ANCHORS MENTIONED 9N 8.2). (C) ANCHORS SHALL BE INSTALLED FOLLOWMMC ALL OF THE RECOMMD CATIONS AND SPECPICITIONNS Or THE ANCHORS MANUFACTURER. 7 IT SHALL BE THE tiv'.'ONSWflJ Y OF THE CONTRACTOR 70 VERIFY THE SOUNDNESS OF THE S7RUCT7JRE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. 6. PANEL MAY ALS2 BE _INSTALLED _ HORIZONTALLY MIMING INSTALLATION DETAILS SHOWN ON SECTIONS I THRU 5 (SHEET 2 OF 6) 117H END COMPONENTS ®. ®. Q & ® EXCEPT THAT HEAD ERS aJ. ( & i SHALL NOT BE USED. 9. SHUTTER AWNUFACTIJRE7RE LABEL. SHALL BE PLACED AT BOTTOM OF EACH PANEL LABEL SHALL READ AS FOLLOWS: SHIELD SHUTTER INC MIAMI. FLORIDA DADE. COUNTY PRODUCT CONTROL APPROVED. 10. (a) THIS PRODUCT APPROVAL DOCUMENT (PAD.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATAOI4 FOR A SITE SPEC/F7C PROJECT; i.e. WHERE THE 91E CONDITIONS DEVIATE fn M" THE PAD. WITH J6 Lai MINIMUM (b) CONTRACTOR 70 BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIA FROM THE "CONDIT:DNS DETAILED ON THIS DOCUMENT. (e) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID F AiO TED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WALL BECOME THE PROFESSIONAL OF RECORD (P.O.R.) FOR THE PROJECT AND WHO WILL DE RESPONSIBLE FOR THE PROPER USE OF THE PAD. PROFESSIONAL' OF RECORO. ACTING AS A DELEGATED ENGINEER TO THE P.H.D. ENGINEER. SHALL SUBMIT 710 THIS LATTER THE SITE SPEC/FTC DRAWINGS FOR REVIEW. (s) THIS PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED I. IL ECOINc.\ TIL1JT TE3TOND t MIN EDONG COMPANY OM kW. 365A a+ M. !It MUM WODe. 1101011 331M MUM ( -1339 . r. (306)571-133: ER- elnai MELD POVI PRODUCT REVISED as complying with the Florida Belding Code Acceptance No b2.— 0 Espir tioq Date Hy Miami Dad Division 20 GAGE GALVANIZED STEEL STORM PANEL .v. — I •. -....� SHIELD SHUTTERS, INC. 7272 NW. 25111 STREET MIAMI FLORIDA 33122 1 _.— • -- .0 net Control MIAMI -DADS COUNTY AS SHOWN SCALE 6/12/ DATE 02 -355 nD aunkle. U. . r` R.05 • 2.251' 1 .231' .110' 2.000' 2.346" 0 "h" HEADER SCALE: 1/2' = 1' .750" SEE DETAIL I 1.000" 50 1 "x2" ANGLE • WITH STUD SCALE: 1/2 = 1' .094' r/. • s. s. snm RIVETED TO ANGLE — 0 12• a C. VARIES I SEE OCT. 14/8 & 8/8 5/16' • HOLE FOR STUD LOCATION AT EVERY PANEL OVERLAP Min. 15' LONG 2.000' 90 2" x r x 1/4 "ALUMINUM ANGLE SCALE : I/2" iff 1 ' J 1 30 "U" HEADER FOR BUILD -OUT SCALD I /2' = 1' .J74' RI f� N' © "F" TRACK SCALE: 1/2' - 1 ''.I. I t ! 2 B7' go ' p1 J.I DETAIL 1 ®A "U" HEADER SCALE: 1/2" = 0 KEY HOLE AT PANEL SCALE: 1/2` = 1 COMPONENTS ' i .063" .094' I II 1119111 I II .125' .tv .7/� O 1./ .125' 4 0 S. S. 51710 f7ED TO ANGLE T 1750' f-0 12 0. C. / IL ECO INC. \ TTUJT TI371NG & ENOIMEEIONC COMPANY 11006 Ka. 1w. IL- Sr. 217. Weft oMC126. MAU 31;1106 Plum : ( )nl -1a7o . r.: (311 )r7I -ISn ER- 0006719 WALTER A T1UJ1 Jr.. P. E. FLORIDA Lit. / 44167 20 GAGE GALVANIZED STEEL STORM PANEL SHIED SHUTTERS: INC. 7272 ?LW. 25th STREET MIAMI 110/0011 .33722 WV. me amr+s -- l ain r110 oowK avc Ws. m. 4 111211•• lOn i AS SHOWN SCALE 6/12/02 DATE 02 -355 DRAWING No SHEET IA or a SAIL I 2.000' ® 2" x 2" ANGLE WITH STUD SCALE: 1/r - 1' .125' " 5.000 - (.) 5" (Max.) x .125" ANGLE SCALE 1/2' - 1' 750' t 4 • S. S. S7U0 METED TO ANGLE 0 I2' 0. C PRODUCT REVISED as complying with the Florid' Balding Code Acceptance No at - O Expirption Date SAIL I 4-A REVERSED 2" x 2" ANGLE WITH STUD SCALP 1/2' - I' BY Miami Dad roduct Control Division MIAMI -DADE COUNTY SECTION 0 ANCHORS .(BOTTOM ) — (sa SCHEDULE.) I no. SER'.R4nON I TO GLASS OF E21 InNDOW OR S G a ci :RAtLD GOMIC1RITr OR ost7r moor eau �uIRED 7/8' i J /J? WM NUT 0 STUD 0 12' 0. C. Cont. SECTION 0 STUDS (BOTTOM) WALL MOUNTING INSTALLATION — SECTION 1 scow vs- r WALL MOUNTING INSTALLATION — SECTION 2 SCALE J/8 - I E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 6 OF 8) NOTE FOR COMBINATION OF SECTIONS : WALL/ FLOOR /CEluNG MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CEILING & FLOOR MQUNTINg INSTALLATION sma . — SECTION 3 DIRECT WALL MOUNTING INSTALLATION — SECTION 4 SCALE. .7/8 - 1 comcart y / co GbY1t7pETr BLOCK WALL MEWED I•� 1.000' Min. - BUILD —OUT MOUNTING INSTALLATION - SECTION 5 SO4LE: J/8' - I • PRODUCT REVISED as complying with the Florida I3oiding Code Acce{�tsnec No 0 t 0 . / Expira Date D Miami Dad rodact Control Division O 4- o s MIAMI —DADE COUNTY / IL ECO I N C nu.nT TESTING ! D*OINEEPONG OOHPAMT 4118 ILA. MK R 111. 217. MOM 001004 ROMS 331N Plum : (321)27I -1■20 . fee : UMW: -111.11 ® - 0006719 WALTER A. TAUT Jr.. P. E. FLORIDA tie. / 44167 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, INC. 7272 N.W. 25th MEET FLORIDA .13122 -T. . OW .-120 n0WINW inirur M. No I aoa•la OAR AS SHOW SCALE 6/12/02 DATE 02 -355 DRAWING No MEET 2 Or a WALL MOUNTING INSTALLATION SECTION a STUDS (BOTTOM) WALL MOUNTING INSTALLATION - SECTION 6 nALE. Jy . DIRECT WALL MOUNTING INSTALLATION - SECTION 7 Scut: J/E• - I • E. D. - EDGE DISTANCE (SEE SCHEDULE ON SHEET 6 OF 8) 1 NOTE FOR COMBINATION OF SECTIONS • WALL/FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. WALL MOUNTING INSTALLATION - SECTION 8 • SCALE J/E• - - SECTION 9 1 -- (SEE SO40X E) FOR Mn. SEPARATION T 7O CLASS OF EJOS INC IKNOOW OR S. G. D. AL7D%M47r FIR POWER CONCRETE / REDUREO 1 /.' 0 -20 J /4' S. S. BOLTS W/ 7/e' J/32' low ti NUT 0 STUD0 'LI EVERY OVERLAP AT MIDLENG7H OF PANEL 7 /E J /.12" *INC NUT 01 EVERY STUD 0 12 0. C. CONCRETE ANCHORS ( ) CEILING & FLOOR MOUNTING INSTALLATION SCALE: J/E • - 1' I J. s PRODUCT REVISED 23 complying with the Florida Biding Code Acceptance No 0 Z. — 0 6 1 9. 0 Date •Z �.� . o C Dy Miami Dade f . uct Control Division MIAMI —DARE COUNTY /1 rrTE IHC . \ TILU7 TESTING t t NOlNEERIMG COMPANY 0101 Na. 3S3. IL. 31. 317. NOM 0021106. 11J221. 31101 71w : {233771 -1330 . ram : (30071 -w EE- 0006716 WALTER A. TILUT Jr.. P. E. FLORIDA Ue. f 44167 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, INC. 7272 N.W. 2517 STREET Ui MI, awn. 33122 0:0 01-1}0 02:•.2 aai an. �. y1 a a0O•IO. I Yin AS SHORW SCALE 6/12/02 DATE -02 -355 DRAWING No SHEET J OF 8 cervcRer moats. POURED CONCRETE REQUIRED - SEE SCHEDULE FOR Alin. SEPARATION S TO GLASS OF WINDOW OR S.G.D. • • POURED CONCRETE OR CONCRETE BLOCK NWLL REQUIRED CONCRETE ANCHORS 0 8 ti _ —1 WALL MOUNTING INSTALLATION - SECTION 10 SCALE:: J/8" - 1 7/8" I x J /J2" • WING NUT 0 EVERY STUD 0 72" 0. C. Cont. W h 1/4" I x I I /2" TRUSS HEAD MACHINE SCREW 5 0 '1 0 12" 0. C. (EACH PANEL OVERLAP) CONCRETE ANCHORS (SEE SCE DULE) — POURED CONCRETE REQUIRED ..i SEE SCHEDULE 1FOR Min. SEPARATION US" 70 GLASS OF :WINDOW OR S.C.O. ti 1 L ', (SEE DET. X) - POURED CONCRETE — REQUIRED CONCRETE ANCHORS 0 3' O.C. 1 /4 x 11/2" TRUSS HEAD MACHINE SCREW O'I)O 12 "0. C. (EACH PANEL OVERLAP) 7/8" I x J /32 WING NUT 0 EVERY STUD 0 12" 0. C. EDGE OF WALL OR SLAB (An. CONIS ON) WALL AND FLOOR MOUNTING INSTALLATION o ; - SECTION 11 SCALE: J /8 = 1" 1.000" E. D. Cont. SP '`A . I4•C • • VP.- 0 30 500 0 00 j c 9- o • . •ce .0 DET. X : ISOMETRIC FO - 0 "xrx1 /4" ALUMINUM ANGLE INDICATING ANCHORS LOCATION FOR SECTIONS 10 & 11 PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No O Z. — 0 6 / 9. 0 EspirptIo Date dl/ 0 0 By Miami DaP'roduct Control Division MIAMI —DADE COUNTY IL ECO I NC. ` TILUT TESTING * D CRNEE LING GONPAI(T Web MR. 7M► R W. 217. NOM &MOIL ROM 371811 Mare : (30)71 - 1Nb . r.: (30)•11 -1$31 EH- 0000711 WALTER A T1LUT Jr., P. E. FLORIDA Lk. a 44167 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, INC 7272 N.W. 23th STREET MOAN FLORIDA 33:22 Wt. 10 I tasts.s 010 110-110 13001111C ./7-1 tio7s AS SHOWN SCALE 6/12/02 DATE 02 -355 DRAWING No SHEET + OF 8 MAXIMUM DESIGN PRESSURE RATING W (p•s•l.) Max. PANEL LENGTH L (ft) (SEE SECTIONS) MINIMUM SEPARATION TO MASS APPLICABLE TO SECTIONS / & ANY COMBINATION OF THEM PANEL REINFORCEMENT +62.0, –75.0 8' -0" OR LESS 2 3/4' 1 N/A +62.0, –66.0 8' -0" OR LESS 2 7/8' 2 de 3 N/A +62.0, –66.0 5' -0" OR LESS 2 1/16" 4 N/A +62.0, –66.0 >5 -0' TO 8' -11 1/2" 2 5/8" 4 N/A +62.0, –66.0 7' -11 1/4' OR LESS 2 7/8" 5 N/A +62.0, –66.0. B' -0" TO 11 ' -0" 2 5/8" 6 * BOLT +62.0, –66.0 >8 -11 1/2" TO 11' -0' 3" 7 * BOLT +62.0, –66.0 >8' -0" TO 11 ' -0" 3' 8 * BOLT +62.0, –66.0 >8' -0' TO 11' -0" 8' -0' OR LESS 5 3/8" 2 3/8" 9 10 * BOLT N/A +62.0, –75.0 +62.0, –75.0 8' -0" OR LESS 2 7/8" 11 N/A CCNCTRElE ANCHORS • 12' 0. C. POURED C+ONCRaF OR CONCRETE BLOM WALL REOLNRED • • 1n I • !� 1/4' 0 -20 x 3/4' S. S. BOLTS W/ 7/8' x 3/32' WING NUT O STUD O EVERY OVERLAP AT MIDLENGTN OF PANEL CASE A (Plan) SEA LE I/4 . 1' #- ANGLE -MAY BE– NEGLETED- -IF _MAXIMUM __BUILD- OUT_ IS 2' & PANEL PROJECTION P" (PASSED OPENING) IS 3 POURED CCWCRETE OR CONCRETE BLOOr INWL REOURED 90 tL (133 CASE B (Plan) SCALE: 1 /4 - f f I 2 3.3A . J 4. 4A 5 ° .M 6 1/4- . -20 BOLT 0 12'0. C. WI JtcKNVT 4' " 4' . .09r 3105 -154 OR 6067 -11 ALLOY Cont. Ah.n. ANGLE OR 1S GAGE OW,. STEEL ANGLE MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE END CLOSURES DETAILS N/A = NOT APPLICABLE 1 2' r 2' • .093' 3105 -H1. co 0067 - TO Actor Cant Mom AVGIL CUT ETC nwo. , CASE C (Plan) SCALE: 1/4' - 1" 2 3105 -1414 OR 6063 -T6 KLOY Cent Nwn. ANGLE POURED CONCRETE °R OaNO Rr7r BLOW( REWIRED CON]P[7L MOORS j ' •!2'O.0 5 -L1 CASE E (Plan) SCALD 1/4' - T - r POURED CONCRETE oft COMDIY7E &Dar WutL RtOIAREO — CONCRETE ANCHORS • 12' a C. CASE D (Plan) SCALE I /4' - IL ECO INC. TILJJT 1UTWC !! ENOINEENONC tONPANMY NW NW. JWW. * 810. t17, WTONIA WA[ D% mum sties A.... (]W6)tf, -I.,C . rim : (700)171 -1W1 EB- 000671P WALTER A. TRLIT Jr.. P. E. FLORIDA LIc. / 44167 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, INC. 7272 N.W. 25th STREET M4WI. FLORIN 331.22 Wtv. • asan-. WT b ut V. m C/11! 4 YT1 MD 5.•120 NMUWiC 1 i I i PRODUCT REVISED 23 complying with the Florida Bolding Code Acceptance No - Expiration Date 8y Miami Dad Division 7 MIAMI –DADE COUNTY I MAXIMUM DESIGN LOAD W (p.a.l.) MAXIMUM ANCHORS SPACING FOR E D. = .3 1/2' •• APPLICABLE TO SECTIONS / & ANY COMBINATION OF THEM MAXIMUM PANEL LENGTH 1' (1t.) TAPCONS RANI CALK -IN TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY . +62.0, —66.0 12 " N/A 12" N/A 1 (TOP) • • .' . 6' -3" OR LESS 12 " 12" 12" 12' I (BOTTOM). 12 _ N/A 12 • N/A 2 (TOP) 12" 12" 12" 12` 2 (BOTTOM) 12" N/A 12" • N/A J (TOP) 12" N/A 12" N/A 3 (BOTTOM) N/A N/A 12" 12' 4 (TOP /BOTTOM) 12 N/A 12" . N/A 5 (TOP) 1 /2 N/A 12 " 12" 12' 12" 5 (BOTTOM) +62.0, —66.0 12' N/A 12" N/A 1 (TOP) >6. -3" TO 8' -0" 12' 9" 1 2" 1f 1 (BOTTOM) i2" N/A 1 2" N/A 2 (TOP) 12" 9" 12" 12" 2 (BOTTOM) i2" N/A if N/A 3 (TOP) 12' N/A 12 N/A 3 (BOTTOM) N/A N/A i2" 12' 4 (TOP /BOTTOM) 12" N/A 12" N/A 5 (TOP) if 9' 12" I 2 ` 5 (BOTTOM) +62.0. —66.0 N/A N/A 1 2' 6" 4 (TOP /BOTTOM) >8' -0" TO 8' -11 1/2" MAXIMUM DESIGN LOAD W (P s.I) r MAXIMUM ANCHORS SPACING FOR E D. = 3 1/2' •• APPLICABLE TO SECTIONS / & ANY COMBINATION OF THEM MAXIMUM PANEL LENGTH 1' (ft.J TAPCONS RAWL CALK -IN TO CONCRETE 70 MASONRY TO CONCRETE TO MASONRY • +62:0, —66.0 • 12 N/A . 12" N/A 6 (TOP) >8' -0" TO 1 1 ' -0" 12' 6 1/2• 12" 9 1/2' 6 (BOTTOM) N/A N/A 12" 6' 7 (TOP /BO TTOM) N/A N/A 1 2" 6' 8 (TOP) 8 6 1/2 " 8" 8" 8 (BOTTOM) 10' N/A 10' N/A 9 (TOP) 9 1/2 N/A 9 1 /2 N/A 9 (BOTTOM) B" N/A 8" N/A 1 (TOP) +62.0, —75.0 8' 8" 8. 8' 1 (BOTTOM) . 8' -0" OR LESS 8" N/A 8" N/A 10 (TOP) 8' 8' 8' 8' 10 (BOTTOM) 8' N/A 8" N/A 11 (TOP) 3" N/A 3' N/A 11 (BOTTOM) MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES * SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. * * MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR E. D. LESS THAN J 1/2 ; REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. E. D. = EDGE DISTANCE PRODUCT REVISED as complying with the Florid* Braiding Code Acceptance No° Z - 0 Expiration Date By Miami Dad ��' uct Control Division O!- 05 MIAMI —DADE COUNTY IL ECO INC. T1UJT TERMS & ENOINEEJ ING GOWPAHY MM. NU. 3I 217. MIOrM Owwa. ROMA 311211 DAM : pollnl-1310 . r.: (206)71 -1231 EB- 0006716 WALTER A. MLR Jr,. P. E. FLORIDA Uc. f 44167 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, INC 7272 At 23M STREET MOMI, FLORIDA 33122 ■t. oors+o ao OP-110 Owagoi occ 4/It/n} Orr. r s • 6o:21.Is SAN i AS SHOWN SCALE 6 /12J?2 DATE 02 -355 DRAWING No SHEET Q Of 8 ACTUAL E D. FACTOR TAPCON RAWL CALK - M J" .86 .75 2 1/2' .71 .50 • 2' .50 - MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES * SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. * * MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR E. D. LESS THAN J 1/2 ; REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. E. D. = EDGE DISTANCE PRODUCT REVISED as complying with the Florid* Braiding Code Acceptance No° Z - 0 Expiration Date By Miami Dad ��' uct Control Division O!- 05 MIAMI —DADE COUNTY IL ECO INC. T1UJT TERMS & ENOINEEJ ING GOWPAHY MM. NU. 3I 217. MIOrM Owwa. ROMA 311211 DAM : pollnl-1310 . r.: (206)71 -1231 EB- 0006716 WALTER A. MLR Jr,. P. E. FLORIDA Uc. f 44167 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, INC 7272 At 23M STREET MOMI, FLORIDA 33122 ■t. oors+o ao OP-110 Owagoi occ 4/It/n} Orr. r s • 6o:21.Is SAN i AS SHOWN SCALE 6 /12J?2 DATE 02 -355 DRAWING No SHEET Q Of 8 I I WOOD HEADER - SCREW • I `EN Mtn. •' I TO MASS OF WINDOW OR S G. a 1/4' 0 • J' LONG LAC SINEWS 0 6' 0. C W/ 1 27/31' Min. PENETRATION - 7D L�TNfG *V00 NEAOEA -- ALJ- ERNATI VE- 1 (Max. desian load= +62. -75 D.s.f.) • • O Cont. ALTERNATIVE 2 (Max. design loud= +62. -75 o.s.f.) 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH DESIGN LOADS AND PANELS LENGTH AS INDICATED FOR EACH ALTERNATIVE. 2. NEW 2' • 6' P. T. TO BE SOUTHERN PINE No. 2. SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 7O BE SOUTHERN PINE No. 2, w/ SPECIFIC DENSITY OF 0.55 OR EOM.. A oasrING ' 1 WOOD STUD • 24 -a c. Mox. I RIXTUIREa I NOTF FOR COMBINATION OF SECTIONS • WWI. MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1 I- --art =ammo roe Min. PENETRATION Y TO /LASS OF MP 0W ORS. G;O. WALL MOUNTING INSTALLATION - SECTIONS A SCALD I /4 - 1' 0 11 7 WV1G' NUT • f EVERT STUD o 12 a c 44 a • ALTERNATIVE 4 (Max. design load= +62. 7_156 o.s.f,) O Cont. 1• , 4',.123'(Min.) 606.E -T5 Alum , WEE ( Cont.) 2 ) 1/4 0. 4 LAO =PEWS O STUD (M10WTDTN Or SR+O.. 2' Mn. HERNIAL) ANO 2' Min. PENETRA 7U a ALTERNATIVE 3 (Max. design load= ' +62 -75 D.s.f.)_ I /1' 0 s 3' LONG LAG SIRENS 0 6' 0. C W/ 1 17/J2' Min. - PENETRATION TO EXISTING WOOD HEADER. ® Cont. 1/4 0 -20 5. S BOLT W/ NUT OR /14 , J /4' S. IL S. 0 72' 0. C. - r Cont. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS • 7/6' 0 • J /JT' WM NUT 0 1 EVERY STUD 012'0.C- 1 ALTE RN47E 0 4.4 1 /i4,J /4 1 1MS. 06'0.C- ALTERNATIVE 6 (Max. design load= 4-62. -66 o.s.f.) •: t=t I---(SEE SCHEOU 0 FOR Yin. SEPMRA7IAN I S 70 CLA55 OV' 1 WINDOW OR s. G. O. WOOD STUD 0 24 O. C. 10X. REDUIRD1 ALTERNATIVE 5 (Max. design load= +62. -66 o.s.f.) 1 v 4 o .,.1.,.t .... •........... =; i1: r 1 ` -- 1.020• -1 T : Max. 4 4/4" 0-20 as 3/4 • S. S. T W / NUT O4 /I4 J/4' S M: S • T2' O. C. ® Cana I• , 4' • .125 Oat.) 606J -T3 Nvm. TUBE (Cont.) -(2) 1/4 0 • 4' LAG SCREWS 0 EAOI SILO (M70WT07) OF STUD. 2 Min. NC614014L) AND W/ 1' Min. PENETRATION INTO EXISTING STUD. / 14 • J /4' S S S.M.S. 0 6' 0. C. - 1/4' 0-20 , J /I' . S BOLTw 7/6 0 , J 32' WING NUT EY£RY STUD O 12' 0. C. ©Cont. - (2) I /4' 0 is 4' LAC SCREWS 0 EACH . 571.0 (MOWr07H OF 577)0. 2' Min. NOMINAL) AND W/ 2 Min PENETRATION IMO CASTING Sn1.10. - 1 4', 125' H VE um. tU Cont. (6063 -75 ALLOT) PRODUCT REVISED as complying with the Florida Balding Code Acceptance No 01-- 0 b) ` • 0 ( Expiration Date CAI 1 e v By Miami Dad act Control Division MIAMI -DADE COUNTY IL ECOINC. TILJJT TQT1NC a DIOINEERING COMPANY NM KN. 3N► u. 7► 317. MGM WWII ROME 331N Rolm : t306TA -167 . fax (]6)171 -1671 Ea- 000671; WALTER A. TILLJT Jr.. P. E TLARIO4 7)e. • 44167 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUMRS, IN 7272 KW 25th STREET MIAMI. FLOR$M 3J122 r. N NSib1t 010 ••i3O 0VI1tIK I ..ewa! KT. 1r 3 - Olslbt Y1v I AS SHOWY SCALE 6 /12/02 DATE 02 - 355 DRAWING No SKEET 7 Or a 1 \ It/DOD HEADER REQUIRED (SEC SCHEDULE) FOR Min. SEPARATION S' �� OR S. G. a ALTERNATIVE 7 l /4' 0 -20 ELCO mol•/q.�mo. P.NETALATE • 12'a C. w/ 7 7/e' Min. PENETRATION — r NOTE FUR COMBINATION OF SECTIONS : WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ALTERNATIVE 8 SGV.E l / 4• . ►- 7/e' o , J/J7 MG NUT 0 EVERY STUD 0 12'0. C. 1/4' 0 • 1 1/2' TRUSS HEAD MAC/NE SCREW 0 12'0. C. (Max. design load= +62. - 66 D.s.f.) (Max. design load= +67. - 75 D.s.f. 1 /4' W , J LONG LAG SCREWS O 8'0. C. W/ 27/32 Min. PENETRATION OR 7/4' 0 -20 aCO mole/T..no►. PANELM4TE • e• ac. W/ 1 7/e Min. PENETRATION 7O COSTING .MOOD PLATE WALL MOUNTING INSTALLATIONS - SECTIONS A Go (Max. a. F 14 • J /4' S.. S. S. M. S. 0 6' a C. (S'a" FOR Mn . SEPARATION S TO GLASS OF WINDOW OR S. G. D. NOTES: 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH DESIGN LOADS AND PANELS LENGTH AS INDICATED FOR EACH .AL TERN477VE. 2. NEW 2' x 6' P. T. TO BE SOUTHERN PINE No. 2. SURFACED DRY WITH 19 X M. M. C. W SPEC/F1C DENSITY or 0.55. J. FOR NEW ROOD MAME CONSTRUCTION: MOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.. W000 TRUSSES OR RAFTER 0 24' a C. REQUIRED ALTERNATIVE 2 &-- (SEE SCHEDULE} FOR Min. SEPARATION IS" 7o GLASS of WUVDOW ORS. G. a ALTERNATIVE 9 (Max design load= +62. -66 o.s.f design rood= +62. -66 n:s :f1 x 4' , 1/6' (Min) 606.3-T5 Num. TUBE W/ 5/16' x4' LAG SCREWS TO EACH RAFTER OR TRUSS LOCATE SCREWS AT MOWN OF Ex6T)NG *too MEMBER (2' Min NOMINAL WIDTH) .W/ 2' MM. PENETRATION. 1/4' I -20 x J/4 S. S. BOLT W/ 7/8 0 , J /J2' WING NUT 0 EVFRY .STUD 012' 0. C. Cont. 1/4', LA 0 , r LAG SCREMS 0 6' a C. W/ 1 27/32 Mm. PENETRATION 0 MMDMTOTH OF PLATE IL ECO INC. TIWT 7ESDNc a EMI NEERING COMPANY Alts NJ. NNW. R tl► 217. WIMP. &MOO. RP M% 331 N Mr. : (J$ 71-1230 . : (26)1111 -1131 E8- 0006719 WALTER A. TILLR Jr.. P. E. FLORIDA Lie. f 44167 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS INC. 7277 H.W. 25th STREET MIAMI, FICA IDA 33122 N3. a0 r. - I Ofmwle 4/►A%M a Oat AS SHOWN SCALE 6/12/02 DATE 02 -355 DRAWING No SHEET a or a WOOD TRLiSSES OR RAFTER 0 24' 0. C. REQUIRED 5/11.-j ' I- - MM. /74 , 1/2 SASS O 6 0. C. --(SEE SCHEDHLE) -- FUR min. SEPARATION 'S' TO GLASS OF WINDOW OR S. G. D. Con ALTERNATIVE 3 — (SEE SCHEDULE FOR WM SEPARATION S 10 GLASS OF WINDOW OR S. G D. ®r P1 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS (Max. design load= +62.. -66 o.s.f..) • i r /r.,J LONG LAG scams • o • a c. w/ i a - ar► POICIFUA0r+ rb wow ECU/ - = 2000' ALTERNATIVE I (Max. design load= +62. -66 o.s.f.) 4' a J/16' 6063 -13 Aluvn. PLATE W/ 2- 5/16'0 x J LAG SCREWS TO EACH RAFTER OR muss LOCATE SCREWS AT MDMta7H OF DIZTIMG 0000 MEMBER (2' IFn. AAOMWNL MIN) W/2' Mn. PENETRATION. (SEE SCHEDULE) FUR Mm. SEPARA770N S' 7D GLASS OF WINDOW OR S G. D. -7/e' , J /J2' MI G NUT 0 EVERY X STUD 0 12' 0. C. 7/4' 0 a 2 1/2' V - LAG SCREWS 0 6' a c o_ SCALE: 1/4' - 1' fo x 8' (urn.) DUSTING „ 0000 BEAM REWIRED STRUCTURAL ADEQUACY OF' casritAG W000 BEAM TO BE CER7117 D BY RE 157ERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. ' II' { 3' Cont. ALTERNATIVE 4 (Max. design load= +62. -66 o.s.f.) 2' x 6' WOOD DECK 1 - REQUIRED PRODUCT REVISED as complying with the Florida Balding Code 6 1G ' O Acceptance No 0 t 0 - l Expiration Date £T P o a 5 By Miami Dad .( roduct Control Division CEILING & FLOOR MOUNTING INSTALLATIONS - SECTIONS B MIAMI —DADE COUNTY 4.000 6.000 STEP 2 STFP 3 STEP 4 STEP 5 STEP 6 F-- 2.000 -1 INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 -88. FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETINC ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE %TIN DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET 3. AND ANCHOR GP.APHS ON SHEET 2. SELECT ANCHOR TYPE WRH DESIGN RATING MORE Tf4AN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. HORIZONTAL OR VERTICAL TYPICAL GU..ZINC PROOUCT SEE WIN00W OR DOOR APPROVAL. FOR FASTENERS SIZES AND SPACING MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS PRODUCT RENEWED ACCEPTANCE No, 0 I " t2o 0 t Z� 100( EP By OD'CO ROL DIVISTO HUII .DTNG CODE CGNIPLIA`CE O F1CF. BUT NO PRODUCT RENEWED ACCEPTANCE No. c lR -(PY .D TION DATE UCT CONTROL DI VISION lie DE COMPLIANCE 0 a RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: I. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE BADE COUNTY REQUIREMENTS I.E. WINO LOAD. AIR at WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT 13 BASE I.cATER(AL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. t. ALL MUWONS TO BE ALLOY 6063 - - APrI:OVEO AS COMPIYII1G van( THE SOUTH F ORIOA COOE RUOGCf COHI Jl OIV S:OtI euitoe::c CODE CO:J+'1.IA1:CE OFFICE ACCEPfAUCE ItO. ° -O '3/5. c9 ENGINEER: HUMATOUN FMOOQ PE f 16557 z a E--t 0 a a 0 U V IJ U C a z O 3 2 C 0 •> u C 0 0 U vi u u 0 C o • Ln o I� T "1 • f - t`1 to Z J cc 17 O t.N:T 3 1 t � n } to a: S St 2 19(&51 �cl raw M95 -06A ,heel 1 of 3 N tt1 !•LUI.LION LOAO CHART t Awn. TUUC .o slrtt. lilt it) 5s3 70 "2t 30 40 SO 60 TRIDUTARY WIOTH - INCHES AI :CI IoR S tYrE (II. OR C 00 r it011iZOKTAL IAUWON INC DUCT CLUING PRODUCT V CLAZINC PRODUCT CtA PRO MULLION SPAN --1 TRIOUTARY WIDTH = Wt + W2 2 0 TYPICAL MULLION ARRANGEMENTS muLL ION LOAD CHART UMMINIMMUMME mmum....m.. INKIMMINIMMEM „■M„■,M, ■■■ ■U.■.■EIME■■ ".,■■■�► mimmomm mat\ ►- mmUbl► 1 117 - at /9' ALUM. tun .o srttt 20 30 40 SO 60 70 80 TRIBUTARY WIOTH - INCHES GLAZING PRODUCT A: rCHOPS TYPE A.O. OR C VERTICAL WUUJOtt CAI= PRODUCT TRIBUTARY WIDTH = w( W2 2 PA t'a• /0 ALL,I. TU3C UMMEW ML.. C I •. R .1.,'■M'■■1■ .�..111MOM ■ E OIL ° 111111111111M111111011 1111 11111111111111111111111ST 11111111111■111111■111111. II 0- m 111110116111111M114111 O m ■-„■■'■„■■\ o ° ������,�1\ �` U 0 1111111.131111111111211 _ ' - M o © 1�1�1 ►��11��■�� I, NI .0 .1•...0 ., • RPM 'NOM a O 0 ° N 0 0 cn a_ 0 • 0 a Q ° O J z U N W 00 .0 MULLION LOAD QUIRT 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ° 20 By ANCHOR LOAD CHA..T URIMMEM WHOM to +CHOP.S TTPC A CT••• mamma... O , ► 'ammum O 112„m71'1mil.. • om m ma ACCEPTANCE f7CPIRA ON D L 30 40 S0 60 70 80 TRIDUTARY WIDTH - INC7-£S 3P/ PRODUCT RENEWED Q-1201 .0t N look APP ALIII" copaRok ill. , : • to • E3UILDt2 O CODS COAfPLIANCE OFFICE O 4 N a 0 P 0 Q O Z M I N 0O m r1 — 2'sc /e" ALUM. TVOC' ,5 -sr O .v nca ors+ UMWMUM N mmiii■„ ■m■ O n 0 In a. 0 • P 0 a 0 J Z O , r- 0 to .0 By PH BUILT MULLION LOAD CHART MITIOWINIMMEMM ME_ VINIMMINIMEM MMEMMMEMEM ,E„■-■.,■■,■■ UMMEMEMMEMEMM 'IM■.■..■„■ WIMMEMMORMIME MMEMMINIMMOMME MWMEMEMMIAIMEME MILIMMINERAIMal MMEME'..,■■■■ M.■,E■,■ME■■M EMEMEMMUMMISME ,I\ ■'...,O■■O 111 KIIMMOMMEM IIIREFIREMINNIMONIUM 20 30 40 SO 60 70 80 TRIBUTARY WIDTH - INCHES ENTIRATloN DATE ANCHOR LOAD CHART UMMUMOMM MEMMUMME AIMUMMOMMEMMEM MMWMAIMMUULIMME UMMEEMMEMEMEM MMUMMINEMMEMME UMENWOMMOMUMME WIIIMUMMEMENWEM UMMUMMONEMMEM EMMAMMUMMUMM MEMEMMINOMMUMO MMUNISMOSSIMMUM MEMMOKOMEMMEMM MEMAMMORMIEC ■w� MUNSIMM:MEM MMEMBOOMEM MMEMMEMOCNNEM MINIMMEMMEMCSE At1CFGRS TTPC B .CI.r pitoddGekEnoiqu E ACCEPTANCE No. q R -Og13 .o Z / 'L.:.. DUCT CONTROL DIM( DE COI FOR ANCHORS DESCRIPTION SEE 80 a O l' • 2' , x tie - ALUM. 1 1.10C o . RCM ATM. ■ ■-WEIMIE■■..■ . ��MMME,ME'.E a MMUM MEMEMEM UNEMUMMEEMME ■ENMEMIUNIM■ o ° IMMINI7M.UMM��MEM z 0 MEMMEMMEMME,M O 0 ■„■'...M..'■■ EMMEMMUMMEMBM EMMIIIMEMMAMMIC . ,■,.,.■EM ff MEMEMEMENNMEM MEMEMISIMMIXIMME O N 20 30 • 40 SO 60 70 80 TRIBUTARY WIDTH - INCHES Emmummammamm mumnimmustam - mainammummaim mmommammomm mmummumum - ommmonammummas ° ommum aimum mum P �.."'monamwm oQ o MEMMUMEMIMME 0 .......MM,..N O m 11���11� ,M"IN 4 MMEMMEMEERUN Ail our I II TIP: 0 20 30 40 J�PPa0YED J COMPLYIHCTVt P t Y / aooUCr CON! I. OIV!S:Ot 8UIl0IN I C G CODE COMPIIAE OFFICE 9S ACCEPTANCE NO. SH EET 3 F3. MULLION LOAD CHART • ANCHOR LOAD CHART SO 60 WIOTH - 70 ItvC}E S 00 'ENGINEER: MUUAYOUN FAR000 PE / 16557 C Ii 0 C. I 0 0 0 O c0 mil co Z to '' • EL to J O 3 � In } IPI C I 2 5 4 I�( rowin g n0. M95 -06A C 3heet 2 of 3 V° 2 X 2 X 1/8 ALUU ANGLE 14 5.14.5. •I %l . i 2/ ANGLE r 1.500 u(LUON MULLION 2 X 2 x 1/8' ALUU ANGLE uw 2 X 2 X 1/8 ALuIA ANGLE 2 -5/8 LONG ANCHORS TYPE C 4 CV. 14 S.W.S. 1-1/4' WIN. EMBED IUTO W000 1/ ANGLE • 14 S.U.S. 2/ ANCLE PRECAST SILL CONC. 3/16 DIA. TAPCON 1 1/2' WIN. EMBED 1/ ANGLE 2.000 YIN 2 X 2 X 1/8' ALUM ANCLE f 14 S.J.S. 2/ ANGLE MULLION —WUwou 2 X 2 X 1/8 ALUM ANGLE 2 -5/8 LONG 1.500 ulH • /ANCHORS TYPE 'B' ANCHORS TYPE 'C' . C• . 4 • f 14 S.W.S. 1 - 1/2 • Wlrt• EMBED INTO W000 2/ ANGLE d d PRODUCT RENEWED ACCEPTANCE No. dI/ i E.u'IRATIO• DA ; I • .i "N ! j P ODUCT CO 'OL D TON t;L4 RI RT.F1TN ' (Y1nE COMPLIANCE OFFICE BY 3.000 WUWO!I / 14 S.U.S. 3/ ANGLE MULLION PRODUCT RENEWED ACCEPTANCE No i8 - Og23 -0 EXP RATION DATE DUCT CONTROL DI %. IS !ON DE COAfPLLANCE OF \\" 2 X 2 X 1/8" ALUU ANGLE 2 X 2 X 1/8 ALUU ANGLE 3 -5/8 LONG 1.500 W24 CA • NOTCH w000 BUCK TO ACCOMOOATE CUP ANGLES • TO MASONRY C • • , • . d C• 9 a • d• . CONCRETE OR CONC. FILLED BLOCKS d•. [1/4 I TAPCON 1 -1/4 WIN. (1`I13ED 2/ ANGLE WOOD BUCKS NOT BY YALE OGRON MUST SUSTAIN LOADS IMPOSED, APPROVED AS COMPITINC WITH THE SOUTH F' ORIOA Ult. CODE ROOUCE COYF• Ol 01V;S:0 8UI1.0111C COOE al/OM/ICE OFFICE ACCEPT/VICE No 5 6514 - Dq•. ENCINZDI• HUW.TOtIN FAK000 • PE / 1 6557 • . C.) z Z O F ., Ix O O a. C4 Q VI Y o W z n O O. c �' v a° , t c r 2 . t° CCr l J ` N I z � e tn o w - 2 C ) C O • . u 0 z 0 J u h v 0 u O 0 O o to lL • rn N el I Z m o QI.J I • J N s 2 ► ^ S5' draw nq no. M95 --06,4 (sheet 3 of 3