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230 NE 101 St (9)�sasss�� !L EC O INC. TIWT TESTING h ENGINEERING COMPANY 595 N.W. ]elk e , Ta 217, NRWMIA G nIENS, f1.131 11161 : (305je71 -1530 . Fe. t (305111 -1 531 WALTER A. T1LUT Jr., P. E. FLORIDA Lie. r 44157 HIGH WINDS SHUTTER ASSA / ECONOMY ACCORDION SHUTTER SHIELD SHUTTERS (ASSA / 127) 7272 NW 25th STREET MIAMI. FLORIOA 33122 31.34.111/1 N7x NU. N. 4 DLICIIIR7011 Oct AS SHOWN SCALE 4/8/99 GATE 99 - 121 DRAWING No SHEET 1 OF 9 .082' - © SILL SCALE: 3/8" = 1" 3.025' QE 180' STARTER SCALE: 3/8' = 1' 2.573' Fes- 1 .588'- 0.531' 0 . L --1.915" .270' SCALE: 3/8' = 1' 3.234' .907' 0.582' 0 SILL -WALL MOUNT. (INVERTED USE) .755', .082• - f l Typ. 0 5• 1 2 OH MALE LOCK SLAT SCALE: 3/8' = 1" 0.452' 0.582' 080' 8 .120' CA HEADER -WALL MOUNT. ®& 3.234' - 2.048 47 . 3.025' .312' 0 SILL SCALE: 3/8" = 1" © FEMALE /FEMALE ECONO BLADE SCALE: 3/8' = 1' 3.812' FOR ©k 2.812' FOR cg ".75e8 L2.0 I 2270' 33 4.350' 10 FEMALE LOCK SLAT SCALE: 3/8' = 1' .062' ; 579' 5.124' HEADERS -WALL MOUNT. SCALE: 3/8' = 1" .062' Typ• 0.452' ® 90' STARTER SCALE: 3/8' 1' 2.000'- L 1. ® HEADERS -WALL MOUNT. 3.155' 3.031' 082' Typ. 1 © SILL BOTTOM ADAPTER SCALE: 3/8" = 1" 3.858' [ 5 . 00. 375 • - DO .125. �25, 2750' L se1�3 COMPONENTS SCALE: 3/8" = 1" .058 '32:: ' I 2 Oe + }. 298' 1.582' 0.452' 1.188' OF LOUVER BLADE SCALE: 3/8' a 1' 3 PLAN FRONT ELEVATION JO OUTSIDE LOCKER # 1 SCALE: 3/8" = 1" L 1/4'1- 2105.5. THUMBSCRIEWS 3.124' �- -1. e t 2 31 Z'- 124' . 2 000 © HEADER CEILING MOUNT. SCALE: 3/8' = 1' A I O. SILL BOTTOM ADAPTER SCALE: 3/8" = 1" © LOCKING PIN SCALE: 3/8' 1' 12' Min. FOR UP TO 9' -0' SHUTTER BLADE LENGTHS AND 24' Min. FOR SHUTTER BLADE LENGTHS GREATER THAN ■-;,25' r.125" 1.4.Doo'«I SIDE ELEVATION 1750' PLAN INSIDE LOCKER # 2 SCALE: 3/8' = 1' GENERAL NOTES: 1. ACCORDION SHUntR RA5 BEEN DESIGNED IN ACCORDANCE WITH THE DADE COUNTY, 1994 EDITION OF THE SOUTH FLORCA BUILDING CODE. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 6 OF ASCE 7 - 88, WITH 110 m.p.h. BASIC WIN0 SPEED. ACCORDION SHUTTER'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED iN ACCORCANCE WITH SECTIONS 2315 d; 2314 RESPECTTVELY OF THE ABOVE MENTIONED C00E. 2, STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE 10 x 3', 410 -HT MINIMUM SERIES W/ 135.0 ksi YIELD POINT & 180 hal TENSILE STRENGTH. SCREWS SHALL BE CCATED WfTH XYLAN 5000 SERIES FLUOROPOLYME.R COATINGS AS MANUFACTURED BY WHITFORD Co, BOX 507. WEST CHESTER PA. 19381. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 8063 -T6 ALLOY (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 315 SERIES W/ 50 ksi YIELD POINT ANO 90 ksi TENSILE STRENGTH. 5. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 8. BOLTS TO SE 2024 - T4 ALUMINUM ALLOY GALVANIZED OR STAINLESS STEEL WITH 35 kni MINIMUM MINIMUM YIELD POINT. 7. ANCHORS TO WALL. SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: - 1/4' 0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET OR ELCO INDUSTRIES, INC. - 1/4' 0 RAW1. ZAMAC NAIUN ANCHORS, AS MANUFACTURED BY THE RAWL PLUG COMPANY, INC. - 1/4' 0 x 7/8' RAWL CALK -IN AS MANUFACTURED BY THE RAWL PLUG COMPANY, INC. NOTES: Al) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE IS 1 3/4', MINIMUM EMBEDMENT OF RAWL ZAMAC NAIUN 15 1 1/2' A.2) 7/8' RAWL CALK -IN ANCHORS SHAM BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHAD. BE PERMII1E1). 1/4' 0 -20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL CR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MANN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES A1) & A2) ABOVE. (B) TO EXISTING CONCRETE BLOCK WALL: - 1/4' 1 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. RAMSLT OR ELCO INDUSTRIES, INC. - 1/4' 0 RAWL ZAMAC NAIUN ANCHORS AS MANUFACTURED THE RAWL PLUG COMPANY, INC. - 1/4' 1 x 7/8' RAWL CALK - IN AS MANUFACTURED BY THE RAWL PLUG COMPANY, INC. NOTES: 9.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, AND RAWL ZAMAC NAIUN ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4'. B.2) 7/8' RAWL CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0 -20 SCREWS USED SHALL 8E 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. 3.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) & 8.2) ABOVE. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMENOATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 8. BLADE Q AND' THE KNUCKLES FOR CENTERMATES ® & QI , & THE STARTERS Q & 0 ARE UNDER THE PATTEE OF EASTTN METALS. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 5 TO BE ATTACHED TO INSURE PROPER ANCHORAGE. 10. SHUTTER'S MANUFACTURE STAMP SHALL BE PLACED ON THE EXPOSED SURFACE OF THE FEMALE LOCK SLAT (COMPONENT I ). ONE LABEL SHALL BE P D FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS, SHIELD SHUTTERS. MIAMI, FLORIDA CADE COUNTY PRODUCT CONTROL APPROVED. APPROVED AS COMPLYING WITH THE SOUTH fIORIDA BUILDING CODE DAT - _ - 19 BY PRODUCT CON DI. DiV.S OS BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO4 - 9_ S ``\ ' o b DADE COUNTY � be. $R1C =V .�. ,, .. fi� t: •- .,, - �v" �: - aLttH ttUts ym� } Est» C3 '��� } 3 ss -� tC ,. , • r- �A /1 Trra .\ TILLT TESTINO & ENGINEERING COIIPANY ttSDS K Pt : ( fi t - 530. F at I (3e5 5 1 37164 WALTER A. T1LUT Jr., P, E. FLORIDA Lie. # 44167 HIGH WINDS SHUTTER ASSA / ECONOMY ACCORDION SHUTTER REY, x. xxuma SHIELD SHUTTERS (ASSA / 127) 7272 NW 25th STREET M AML, FLORIDA 33122 �rt KLV. x. DIACMITKOI art 6 AS SHOWN SCALE 4/6/99 DATE 99 - 121 DRAWING Na SHEET 2 OF 9 POURED CONCRETE REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1 10 x 1/2' S. S. S. M. S. 0 8' 0. C. 0 POURED CONCRETE REQUIRED n C 'l// i = C 1,500" 1/4" 0 - S. S. S. M. S. /FULL PENETRATION INTO RAW_ CALK -IN ANCHOR (SEE SCHEDULE). CONCRETE ANCHORS 1 10 x 3' S. S. (SEE SCHEDULE) S, AL S. W/ 3/8' YLON BUSHING. (Typ. TOP). SEE SCHEDULE I FOR MINIMUM I SEPARATION TO GLASS OF I EXISTING WINDOW I OR S. G. D. WALL MOUNTING INSTALLATION - SECTION A SCALE: 3/8' = 1" 10// /3/8' x 5/8' LONG NYLON BUSHING (Typ.) 10 x 3' 5. S. 5. M. 5. w/ 3/8 0 x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). CONCRETE ANCHORS (SEE SCHEDULE) fi,t l�J 5 W 3 / 8 *0 S i c 7/ LONG 11111 2 NYLON BUSHING. (Typ. BOTTOM). 10 x 3/+ S. S. 5. M 5.08'0. C. II II I1 I1 ®OR© 2 N o OR © 5/8" HOLE TO INSERT SCREW THRU SILL INTO ANCHOR (REMOVABLE INSTALLATION) COVER WITH NYLON CAP. EDGE OF SLAB IF APPUCABLE REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION 91 SCALE: 3/8' = 1" 0 CONCRETE ANCHORS r (SEE SCHEDULE) C _L POURED CONCRETE REQUIRED t \ \ \ \\ \\ i 10x3'S.5.S.M.S. W/3/8' 0 x 5/8' LONG NYLON BUSHING (Typ.) Imo/ ///////// POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED / CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE FOR - MINIMUM SEPARATION 'S' TO GLASS OF EXISTING WINDOW OR S. G. D. WALL MOUNTING INSTALLATION - SECTION Al SCALE: 3/8' = 1" 0 J / 10 x 1/2 s. M. 5. 0 6' o. c. CONCRETE ANCHORS (SEE SCHEDULE) d ALTERNATE r 10 x 3' S. S. S, M. S. W/ 3/8' 0 x 5/8' LONG NYLON BUSHING. (Typ. TOP). 10x3'5.S.S.M.S. W/ 3/8' 0 x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). 1.500'- S. S. M O5. N /3/6' 0 x 5/8' LONG NYLON BUSHING (Typ.) OOR © og 2 2 4 i3 0 / 10 x 1/2' S. S. S. M. S. 08' 0. C. POURED CONCRETE REQUIRED • 1/4' 0 -20 5. 5. BOLTS W/NUT & WASHER 0 12' 0. C. 2' x 3' OR 4' OR 5 x .125' ALUMINUM ANGLE ®OR© a 1S . 4 S t- cV 1 ... SEE SCHEDULE r FOR MINIMUM ~ SEPARATION '5' TO GLASS OF EXISTING WINDOW OR 5., G. D. CONCRETE ANCHOR OR (SEE SCHEDULE) .500' C. D. OR CEILING So FLOOR MOUNT. INSTALLAT. SECTION 9 INSTALLATION DETAILS 1 14 x 3/4' S. 5. S. M. 5. 0 8' 0. C. 1'x2'x.125' Alum. ANGLE Cont, (6083 -T8 ALLOY) POURED CONCRETE REQUIRED 1/4" 0 -20 S. S. S. M. S. W /FULL PENETRATION INTO RAM. CAL( -IN ANCHOR (SEE SCHEDULE) REMOVABLE FLOOR - SECTION B2 10 x3' S. S. S. M. S. W/ 3/8' 0 x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). # 10 x 3/4" 5. S. S. M. S. 0 8' 0. C. WALL MOUNTING INSTALLATION (OFFSET) - SECTION C1 SCALE: 3/8" = 1" vL ✓CJ` 1 • 10 3' s. s. II S. M. S. W/ . L NYLO BUSHING. I 1 (Typ. TOP). II LJ CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED EDGE OF SUB IF APPLICABLE POURED CONCRETE REQUIRED O OR© 777/)07 / / / / // u Ld SCALE: 3/8' = 1' 2.000' 1.000' 4.000' Mln. 1 POURED CONCRETE OR CONCRETE BLOCK // 10 x 3' S. S. WALL REQUIRED S.M.S.w/ 3/6 0 x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). r yt 00 / 10x3/4'S.5. S. M. 5. 0 6' 0. C. EDGE OF SLAB IF APPUCA8LE - SECTION C -© OR © 4 \\\ \\\\ I S . 1 x 5/8' LONG NYLON BUSHING (Typ. SEE SCHEDULE FOR Min. I SEPARATION '5' TO C. D. MOUNTING INSTALLATION SCALE: 3/8' = 1' CONCRETE ANCHORS (SEE SCHEDULE) 2' x 3' OR 4' OR 5'x .125' ALUMINUM ANGLE ALTERNATE I CLASS OF EXISTING WINDOW OR 5. G. 0. D- CONCRETE ANCHORS (SEE SCHEDULE) V. x3' OR 4' OR 5' x 125' ALUMINUM ANGLE ALTERNATE 1 10 x 3' S. S. S. M. S. W/ 3/8' 0 x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). t0x3./4'S.S.S.M.S. OR 3)16 0 Alum. POP RIVETS 08 0. C. ALTERNATIVELY ANGLE CAN BE LOCATED AT FRONT USING THE SAME SPECS AS SHOWN FOR REAR INSTALLATION. EDGE OF SLAB IF APPLICABLE 1/4' 0 -20 S. S. BOLTS W/ NUT & WASHER 0 12' 0. C. • min. 10 x 3' S. S. M. S. W/ 3/8' 0 x 5/8' LONG NYLON BUSHING. (Typ TOP) O OR ID 2 4 --z 4 o Or 1 10x W S / S3/8. 0 xS a_ 7/8" LONG 000• Min J NYLON BUSHING (Typ. BOTTOM). 1/4' 0 -20 S. 5. BOLTS W /NUT & WASHER 0 12' 0. C. A i 2 . CONCRETE ANCHORS (5EE SCHEQULE) WALL AI MOUNTING INSTALLATION (OFFSET) SCALE: 3/8" = E. D. - EDGE DISTANCE (SEE SCHEDULE ON SHEET 8 OF 9) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE BY _ PRODUCT C1 ROL DIPS ON BUfiD1NG CODE COMPLIANCE OF9CE ACCEPTANCE NO. 1 1 : 0 5 1 1 0 b DADE COUNTY 1 10 x 3' S. S. S. M. S. W/3/8' 0 x 5/8' LONG NYLON BUSHING (Typ.) S. M. S. J OR • 5 318' • Num. POP 0 8' 0. C. ALTERNATIVELY TO CONNECTION AT TOP UP, USE /10 x3/4'1. S. S. M. S. OR 3/18 Num. POP RIVETS 0 B' 0. C. AT THIS LOCATION. POURED CONCRETE REQUIRED SEE FOR MINIMUM SEPARATION 'S' TO GLASS OF EXISTING WINDOW OR 5. G. D. _,.ter HA-- 1.500' - C. D. CONCRETE ANCHOR (SEE SCHEDULE) CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED EDGE OF SLAB W APPLIG R © CEILING & FLOOR MOUNTING INSTALLATION - SECTION B SCALE: 3/4' = 1" OR O © D O OR © Oc cw®OA@ (Xl • 00> 10 x 3' 5. S. S. M. S. NYLON BUSHING (Typ. TOP). / 10 x 3' S. S. S. M .5. W/ 3/8' 0 x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). 1 10 x 3/4' S. S. S. M. S. 083/15 Num POP R IVET S 0 0 6 0. C. EDGE OF SLAB F APPLICABLE Or? • 1 10 x 34'S.S, S. M. S. OR 3//18 Alum. POP RIVETS 0 8' 0. C. ALTERNATIVELY TO CONNECTION AT TOP UP, USE #10 x 3/4' S. S. M. S. OR 33/18 0 Alum. POP RIVOS 0 8' 0. C. AT THIS LOCATION. INSTALLATION DETAILS POURED CONCRETE REQUIRED - TYPICAL ELEVATION N. T. S. 1/4' - 20 S. S. S. M. S. /FULL PENETRATION INTO RAWL CALK-,N ANCHOR (SEE SCHEDULE). REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B1 ' SCALE: 3/4" = 1" R OR ®OR ®ORO SEE NOTES ON LOCKS ON SHEET 4 OF 9 FOR LOCK REQUIREMENTS E. D. - EDGE DISTANCE (SEE SCHEDULE N SHEET 9 OF 9) D. POURED CONCRETE REQUIRED O CR © 14 x 3 4 5. '5. M. 5. 0 8' 0. C. 1' x 2' x .129' Num. ANGLE Cont. (8083 -T8 ALLOY) 1/4' 0 -20 S. S. S. M. S. W /FULL PENETRATION INTO RAWL CALX -IN ANCHOR (SEE SC1-IEDULE). 5/8' HOLE TO INSERT SCREW THRU SILL INTO ANCHOR (REMOVABLE INSTALLATION) COVER WITH NYLON CAP. / 10 x 3' S. 5. S. M. S. W/ 3/8' 0 x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). 10 /4 • 5 5 M. S. 6R3 113" 0 Nurn, POP RIVETS 0 0 a 0. C. EDGE OF SLAB IF APPUCABLE U 1.000' 2.000' - POURED CONCRETE / OR CONCRETE BLOCK // MALL REQUIRED 4.000' Min. CONCREE ANCHORS (SEE SCHEDULE S. M 5. 5 31 0 Num. POP R 0 8' 0. C. ALTERNATIVELY TO CONNECTION AT TOP UP, USE /10x34' S. M. S. OR 3/18 Num. POP RIVETS 0 8' 0. C. AT THIS LOCAT1ON, '7/ / // / /I/ /I ALTERNATE ((� SCHEDUIEI E. 0. REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION 92' SCALE: 3/4" = 1" S. M S. 3' 5. 5. 3/8 0 x /8 LONG NYLON BUSHING. (Typ. BOTTOM). 1 1 EDGE OF SLAB IF APPUCABLE 010x3/4'5 18 5, • Alum. POP RIVEIS J 0 0 6' 0. C. ALTERNATIVELY ANGLE CAN BE LOCATED AT FRONT USING THE SAME SPECS AS SHOWN FOR REM INSTALLAT1ON. 1/4' 1 S. S. BOLTS W /NUT do WASHER 0 12' 0. C. 2' x 3' OR 4' OR S x .125' ALUMWUN ANGLE WALL MOUNTING INSTALLATION (OFFSET) - SECTION C1 SCALE: 3/4" = 1' O OR APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DP - 1 -�� 19 BY PRODUCT COti(NtQ1 DIV'S O;4 BUILDING CODE COMPLANCE E ACCEPTANCE NO,CV2..`? L W 10 x 3/8' 3 , x 7/ M. 5. 8' LONG NYLON BUSHING. (Typ. BOTTOM), 10 x ' S. M. S. 6 • 5 R 316' Alum, POP R 0 0 6 0. C. IL EC O INC. T1L11T TESTING ! ENGINEERING COMPANY 8303 N.A. 30U. St.. la 117, VIR0N* G.WCE14 PA16DA .1.11 Phan* : (3G5)171 -1 S30 . fm : (30.5)671 - 1531 WALTER A. T1UJT Jr., P. E. FLORIDA Uc. 1 44187 HIGH WINDS SHUTTER ASSA / =NW ACCORa4N SHUTTER SHIELD SHUTTERS (ASsA 1 127) 7272 NW 25th STREET MWAI, FLORIDA 33122 KLV. NO JCLxv-roN *TE 6[V. N. x 4 art DADE COUNTY AS SHOWN SCALE 4/8/99 GATE 99 - 121 DRAWING No SHEET 3 OF 9 CONCRETE ANCHORS 0 9' 0. C. \ \N POURED CNOCRETE OR CONCRETE BLOCK WALL REQUIRED 2' x 2' x .125' OR 3' x 3' x .090' ALUMINUM TUBE (6083 -T5 ALLOY) 3/15' / Num. POP RIVETS OR# 14 x 3/4' S. M. S. 0 8' 0. C. (Typ.) ** 3/8' 0 HOLE FOR LOCKING BOLT SECTION E SCALE: 3/4' = 1' Y x 2" x .125' OR 3' x 3' x 090' ALUMINUM TUBE (8083 -T5 ALLOY) 3 18' 0 Num. POP R 3/4' S. M. S x 0 8' 0. C. (Typ.) * t' x 1' x 125' Cont. Num. ANGLE (6063 -T8 ALLOY) O (ALTERNATE TO KO ) * (ALTERNATE TO © ) * 1' x 1 x 125' Cont. Num. ANGLE (6063 -T8 ALLOY) SECTION El SCALE 3/4" = 1' f CLASS lr 1 ir — 2 T T I I I I ** r ,./ SECTION D NOTE : SEE NOTES ON LOCKS ON THIS SHEET, VALID ALSO FOR SECTION E1 ANO ONE SIDED SHUTTER SCALE 3/4' = 1' rAr (€ 1 - Li (ALTERNATE TO * O (ALTERNATE TO © ) * CONCRETE ANCHORS 09' O. C. ©OR©smcF4 � ORC) OR®OROORO RIIVE 3/16- OR 114 x 3/4' S. M. S. (Typ.) )* 2 ANCHORS EACH ANGLE CONCRETE ANCHORS 0 9' 0. C. © &©0ROODOR 00ROOROORO OR * 2.000' ** 1.000' ISOMETRIC (Typ. AT TOP (CORNER POST) do BOTTOM SLABS) 1.000 fl r•-- -2.000' / / //' I / / / / //i :....ii .._. o I 1 1 sr © t I I t 0 . SCALE: 3/4" = 1' 3/0' 1 HOLE FOR LDCXR/O BOLT POURED CONCRETE OR CGNCRETE BLOCK WALL REQUIRED 1 1/2' x 1 1/2' OR 1 1/2 x 2' OR 2' x 2' OR 2' x 3' OR 2x 4'OR2x5' x,125' ALUMINUM ANGLE (6083 -T8 ALLOY) 14 x 3J4' S. M. S.. R 3/18 0 ALUMINUM POP RIVETS 0 9' 0. C. z' x 2' x .125' OR 3' x 3' x 090' Alum. TUBE POST 2' x 2" x .125' x TUBES 512E Num. ANGLE (2 REQUIRED) (6083 -T8 ALLY) EDGE OF SLAB 3/8' 0 HOLE FOR LOCKING BOLT r J L ** 1 ... — _ _ — POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1 1/2' x 1 1/2' OR '\ 1 1/2' x 2' OR 2' x 2' OR 2' x 3' OR 2' x 4' OR 2" x 5' x .125' ALUAiNU1,1 ANGLE (6083 -T6 ALLOY) 14x 3J4'S.M. S. OR 3/15 0 ALUMINUM POP RIVETS 0 9' 0. C. ONE SIDED SHUTTER: END CONNECTION DETAIL 2' x 2' x .125' ALUMINUM ANGLE (6083 -TO ALLOY) ©&OCR ©&IBOR O OROOR ®OR® OR POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 0 9' 0. C. 14x3J4'S. M. S. OR 3/18 0 ALUMINUM POP RIVETS 0 9' 0. C. ALTERNATE CLOSURE DETAIL W/ SCALE: 3/4' = 1' NOTES ON LOCKS : • iNS10E LOCKER ® OR OUT510E LOCK ER SHALL ALWAYS SE USED FOR ANY SPAN Al INSTALLATIONS WITHIN THE FIRST 30 FEET OF BUILDING, AND FOR SHUTTER SPANS � THAN 8' -0', FOR INSTALLATIONS ABOVE 30 FEET 4 OE LOCKER SF-AU. BG TTACHED B TO A BY MEANS OF 2 THUMB SCREWS ONLY WWFFII N USING LOCKER. 6E LOCKER 1 MAY BE SED AS AN INSIDE LOCKER IF ATTACHED TO & W/ 1/4' 0 - 20 x 1' LONG 5. 5. THREADED BOLT W/ 1/4' 0 - 20 x /8' INTERNALLY ,THREADED ALUMINUM RNNUT. SEE INSTALLATION DETAIL ON THIS SHEET. OUTSIDE LOCKER OSHAll BE ATTACHED THRU & IQ W/ 1/4' 0 - S. 5. SIDEWALK BOLT W 7/8' WING NUT OR W/ 1 0 - x 1 LONG S. S. THREADED BOLT W/ 1 /4' 0 - x 8/8' INTERNALLY THREADED ALUMINUM RNNUT. SEE INSTALLATION DETAIL ON THIS SHEET. a). FOR ' NSTALLATIONS WITHIN THE FIRST 30 FEET ELEVATION OF BU DING MEASURED AT BOTTOM OF SHUTTER AND IN AOOITION TO ETHER OR USED LOCKERS, A REGULAR T LOCK MAY BE USED FOR SECURI PURISES AT ANY DESIRED LOCATION OF CENTERMATE ( INSIOE OR OUTSIDE). WHEN USED INSIDE, MINIMUM SEPARATION TO CLASS SHALL ALSO BE VERIFIED FROM NE TIP OF SUCH T LOCK OR FROM THE OTHER SHUTTER COMPONENTS SHOWN ON SECTION 0 (WHICHEVER 5 MORE CRIICAL). b). FOR INSTALLATIONS ABOVE 30 FEET ELEVATION OF BUILDING MEASURED AT BOTTCM OF SHUTTER AND SHUTI R SAS UP TO 8' -0', ONE T LOCK MAY BE USED IN UEU OF LOCKERS (K) OR AT MIDSPAN CF CENTERMATE FACING OUTSIDE OR INSIDE. WHEN USED INSIDE, MINIMUM SEPARATION 10 CLASS SHALL ALSO BE VERIFIED FROM THE TIP OF SUCH 1 LOCK OR FROM NE OTHER SHUTTER COMPONENTS SHOWN ON SECTION 0 (WHICHEVER 15 MORE CRITICAL). SECTION 01 (MULTIPLE SHUTTERS) SCALE 3/4' = 1' (OUTSIDE) NYLON SCREW HEAD ALTERNATE USE OF JO LOCKER W/ RIVNUT t AS INSIDE OR OUTSIDE LOCKER SCALE: 3/4' = 1' ©& O0R ©& OOR ®OR Et/OR ®OR® OR t: SERIES 944-4 ALUMINUM (2024 -T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART + 0820, AS MANUFACTURED BY AVDEL CHERRY TD(TORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. APPROVED AS COMPLYING WITH RE SOUTH FLORIDA BUILDING CODE DAT BY_ PRODUCT CO, T1L1JT TESTING ! ENGINEERING CO4PANT at* N.M. 30tH. f. 11a 117, V1R171161 v1oE1Q 111116OA 3.31 P1wre : (XS ,671- 1 530 . Fm : (30 -1531 WALTER A TILUT Jr., P. E. FLORIDA Uc. ! 44107 HIGH WINDS SHUTTER A55A / ECONOMY ACCORDION SHUTTER SHIELD SHUTTERS (A55A 1 127) 7272 NW 25th STREET MAMA, FLORIDA 33122 x1v. HO xxa n,w 4 orxxrrwx OAR AS SHOWN SCALE 4/8/99 DATE 99 — 121 DRAWING No SHEET 4 OF 9 I OE (NV;S ON BUILDING COCE COMPLIANCE Or CF ACCEPTANCE NO.. — b 5 l ' 0 DADE COUNTY INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH DESIGN LOAD UP TO 75.3 p.p./. AND 9' -0 Mcx. SHUI1tR SPAN. 2. NEW 2' x 6' P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 % M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. ALTERNATIVE 1 1/4'0x LAG SCREWS 0 8' 0. C. W/ 1 1/2' Min. PENETRATION TO EXISfYJG W000 HEADER 2' a 3' OR 4' OR 5' x 125' Alum. ANGLE (8083 -T8 ALLOY. i W/ 3 /e 30 S. S. M. 5. LONG NYLON BUSHING (Typ. TOP). I� 000' Min. 1/4' 0-20 S. S. BOLTS 0 12' 0. C. W/ NUT & WAS:-IER RREQ HEADER AIRED I u� ,-----SEE SCHEDULE FOR MINIMUM - - SEPARATION 'S' TO GLASS OF EXIS11NG WINDOW OR S. 0. O. (2) 1/4' 0 x 1 1/2' LAG SCREWS 0 9' 0. C. • 1111111.1 0111.1114.1110 s .- *000 24 0. REQUI. 4 1 10 x 3' S. S. S. M.S. W / 3/9'• x 5/9' LONG NYLON BUSHING (Typ.) CDR© a 1- GLASS OF EXfST*NG WRIOOW OR 5. G. 0. 1/4' • a 1 1/2' LAG SCREWS O 9' 0. C. ALTERNATIVE 2 GLASS OF EXISTING WINDOW OR S. G. 0. ALTERNATIVE 3 Ho (2) j 14 x 314' S. 5. S. I! S 06 0. C. N BETWEEN LAG SCREWS 1.500'- *000 TRUSSES OR RAFTER 0 24' 0. C. REQUIRED r j 10 it 1/2' S S. S. M. S. 0 6' 0. C. 1 R 1/4' 0 -20 j 10 x 3/4' 9.S. BOLTS 0 S. S. S. M. S. 12'0.C. */ 08'0. C. NUT & WASHER - 2' x 3' OR 4' OR 5' x .125' Alum. ANGLE (5063-16 ALLOY. NEW P. T. 2' a 6' Cont (2) 1/4' 0 a 5' LAG SCREWS 0 EACH 5TU0 (WIDwRH of STUD) AND w/ 2' Min. PENETRATION INTO STUD / 14x3/4'5.5. S. M. 5. 0 6' 0. C. 10 a 3' 5. S 5. M. S. W /3/8' • x 5/8' LONG NYLON OF FOR BUSHING (Typ.) SEE SCHEDULE - Min. SEPARATION TO GLASS EICSTING 1 OR 5. G. O. / 10x3'S.M.S. W/ 3/8' 0 x 7/8' LONG PYLON BUSHING. (Typ. BOTTOM). / 10 x 1/2' 5. 5. S. W. 5. 0 8' 0. C. ®OR Al 10x3'5.5.S.M.S. Y/ 3/8' • x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). 10 x 3' S. S. 5. M. S. W/ 3/6' • a 7/8' LANG NYLON 8u$1-1ING. (Typ. BOTTOM). NEW P. T. 2' a 6' Cont. (2) 1/4' 0 x S' LAG SCREWS 0 EACH sTUO (AITCWITH OF SPUD) ANO W/ 2' Min. P4EflAT10N INTO 511.10 WALL MOUNTING INSTALLATION (OFFSET) - SECTION A etp) 1' a 4' 1 1/8' (Min.) 8083 -T5 Num. IUBE (cont.) W/ (2) 1/4' • x 5' LAG scRE*S 0 EACH STL10 (M10*IOTH OF STUD) AN0 W/ 2' Min. PENETRATION INTO EXISTING 5TU0. r e...... GLASS OF EXISTING WINDOW OR S G. 0. j 14 13/4'5.9. 5. M. 5. 0 8' 0. C. ALTERNATIVE 4 W000 TRUSSES OR RAFTER 0 24' 0. C. REQUIRED 1' a 4' x 1/8' (Win.) 68063 -))15 ��N��um. TUBE LIG ( S CR S E` NS 1O 0 1 .(.H RAFTER OR TRUSS. LOCATE SCREWS AT MICWIDTH OF EXISTING 'W000 MEMBER (2' Min. NCMiNAL W1011-1) 'w/ 2' Min. PENETRATION. OI10xY S.ILS. 71/ 3/6' • x 5/6' WOO NYLON BUSHING. (Typ. TOP). R >o I 104 3' 5. M. 5. w/ 3/6' • x 7/8' 1 LONG NYLON BUSHING. i2 (Typ. BOTTOM). 10 x 3/4' 5. 5. 5. M. S. 0 8' 0. C. 2' x 8' W000 DECK REQUIRED CEILING & FLOOR MOUNTING INSTALLATION - SECTION 8 - j 10 1 1/ S S. S.M.S. O 6'0. C. 1.250' ' */ 1/4' 0 x 1 1/2' LAG SCREWS 0 6' 0. c. j 10 x 3' S. S. S. W. S. w /3/8' 0 x 5 /8' LONG NYLON BUSHING (Typ.) 11U1.1.11I1u11ITUG141 :A 111!I!I!1 _Ho 1.500' CEILING MOUNTING INSTALLATION - SECTION 81 R © +la 10 3' S. M. j. // 3 / - LONG NYLON � BUSHING. (Typ. BOTTOM). j 10 x 3/4' S. S.SM.5. 0 8' 0. C. 1/4' 0 -20 9. S. B0L15 0 12 0. C. W/ NUT & WASHER, -2' x 3' OR 4' OR 5' x .125' Num. ANGLE (8083 -18 ALLOY. 1' x 4' 1 1 /e (111n.) 6063 -15 Num. TUBE (Cont) W/ (2) 1/4' 0 x 5' LAG SCREWS 0 EACH STUD (MIOWIOFH OF STUD) AN0 W/ 2' Min. PENETRATION INTO EXISTING 5TU0. NOTE : SECTIONS B & 91 CAN BE COMBINED AS APPLICABLE. APPROVED AS COMPLYING WITH THE SOUTH F9 IDA BUILDING CCD DAT BY NEW 2' 1 e P. T. Cont. *000 PLATE W/ (2) 5/18' • x e' LAC SCREWS TO EACH RAFTER OR TRUSS. LOCATE scREwS AT MIOWIOTH Of EXISTING W000 MCMOER, (2' Min. NOMINAL WIDTH W/ 2' Min. PENETRATION. j 10 a 3' S. S. S. M. 5. w/ 3/9' • x 5 /8' LONG NYLON BUSHING. (Typ. TOP). • O © 119. PRODUCT CO '8 410. DIV'&03 BUILDING CODE COMPLIANCE OfF CE ACCEPTANCE NO. -6 5111 ' o DADE COUNTY L E C O INC. • TILLJT TESTING t ENGINEERING COMPANY 839! N.•, 3Q1.1t. 51. Mt 211. VAGINA C.' 11. FU]PoOA 33104 Phan. ; (305)871 -1830 . F0 1 (305)8171 -1531 WALTER A. TILLJT Jr., P. E. FLORIDA Ue. j 44167 HIGH WINDS SHUTTER ASSA / ECON01Y ACCORDION SHU11ti SHIELD SHUTTERS (ASSA j 127) 7272 NW 25th STREET MWd1, FLORIDA 33122 xw.10 O[l0\rlroA Olin WV. 4. 4 OxYx.mON DAT! SCALE 4/6/99 DATE 99 - 121 DRAWING No SHEET 5 OF 9 GLASS OF EXISTING Jp-- WINDOW OR S. G. D. 2' x 8' Cant W000 HEADER REQUIRED 1 /4'•x3'LONG LAG SCREWS 0 9' 0. C. W/ 1 1/2' Min. PENETRATION TO EXISTING W000 HEADER. 10 /8 3 • x 5/8' LONG W/ 3/8' NYLON BUSHING. (Typ. TOP). WALL MOUNTING INSTALLATION - SECTION Al SCALE: 3/4' - 1 • • IIU18h41:IiGUGl 41111 :I: =1: rival W000 24 0. REQU I STUD C. ED. E SCHEDULE FOR MINIMUM SEPARATION TO GLASS GLASS OF EXISTING WINOOW OR 5. G. D. ALTERNATIVE 1 1/4' 0 x 1 1/2' LAG SCREWS 05 0. C. NOV P. T. 2' x 8' Cont. (2) 1/4' • x 5' LAO SCREWS 0 EACH STUD (MICWE7TH OF STUD) AND W/ r YTn. PENETRATION INTO STUD NOTES; 1. INSTALLATIONS ARE ONLY VAUO FOR BUILDINGS WITH DESIGN LOAD UP TO 75.3 P 1.f. AND 9 -0' Max. SHUTTER SPAN. 2. NEW 2' x 6' P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 3 M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW W000 FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL S. 10 M. , S. . W/ 3/8' 0 x 5/8' LONG NYLON BUSHING. (Typ.) ®OR© 10x3'5.5.5. M. 5. NYLON / BUSHING /(Typ, BOTTOM). R ® INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ALTERNATIVE 2 W000 HEADER REQUIRED SEE SCHEDULE FOR MINIMUM SEPARATION '5' TO GLASS OF EXISTING WINDOW OR S. G. D. / 14 x 3/4' S. S. S. M. S. 0 8' 0. C. 1/4' • x 3' LONG LAG SCREWS 0 5' 0. C. W/ 1 1/2' Min. PENETRATION TO EXIV NG W000 HEADER. 10 x 3' S. S. 5. M. 5. W/ 3/8' 0 x 5/8' LONG NYLON BUSHING. (Typ. TOP). 4 1 W00 24 REDS, 00 •r 111111111�UUI111U1d I44 :! 1 10 x 3' S. S. 5. M. S. / 3/8 0 x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). R OR TUBE (Cont.) (2) 1/4 I L AG SCREWS 0 EACH STUO (MIO`MOTH Of STUD) AND W/ 2' Yin. PENETRATION INTO OUSTING STUD. WALL MOUNTING INSTALLATION (OFFSET) - SECTION A2 SCALE: 3/4' t' ®OROCR / 10 5. M. S. W/ 3/8' x 5/6' LONG NYLON BUSHING. (Typ.) F®OR© W000 HEADER REQUIRED SEE SCHEDULE FOR M INIMUM SEPARATION TO GLASS GLASS OF EXISTING WINDOW OR S. C. D. ALTERNATIVE 3 1' x 2' x 1/8' (Min.) 6C63 -T5 ALLOY ALUMINUM TUBE Cont. 1/4' 0 x 4' LONG LAC SCREWS 0 6' 0. C. W/ 1 1/2' Min. PENETRATION 10 EXISTING W000 HEADER # 10 x 3' 5. 5. S. M. S. W/ 3/8' • x 5/8' LONG NYLON BUSHING. (Typ. TOP). II II II I I I I U Cant EQUAL TO ALTERNATIVE 2 r II II I I II I I U W000 HEADER REQUIRED .--SEE SCHEDULE FOR MINIMUM SEPARATION "5"--r- TO GLASS OF EXISTING WINDOW OR S. C. D. ALTERNATIVE 4 OR ®0R S 10 x 3 . M. S. w/ 3/8' • x 5/8' LONG NYLON BUSHING. (Typ.) OOR© NEW P. T. 2' x 4' Cont W/ 1/4' • x 5' LONG LAG SCREWS 0 6' 0. C. W/ 1 1/2' Min. PENETRATION TO EXISTING W000 HEADER. 10x3'S.S.S. M. 5. W/ 3/8' • x 5/8' LNG NYLON BUSHING. (Typ. TOP). 5. S. 3' W 3 /8 ' 0 x 5/8' LONG NYLON BUSHING. (Typ.) Cont. EQUAL TO ALTERNATIVE 1 APPROVED AS COMPLYING WITH THE SOUTH FLORIDAAAAAJUILDING CODE DATE` j u b 19 BY PRODUCT CONTROL QIV!S'ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. - . 4 6 R ® DADE COUNTY IL EC O INC, T1WT TESTING ! ENGINEERING COMPANY 05X5 N.W. 38th. 51. b 31 NRCINM cArio a. n1XeDA 33188 P4v.x : (305)471 -1530 . F' 1 (305)171 - 1531 WALTER A TILUT Jr., P. E. FLORIDA Uc. # 44167 HIGH WINDS SHUTTER A5SA / ECONOMY ACC0R010N SHUTTER SHIELD SHUTTERS (ASSA # 127) 7272 NW 25th STREET MWdI, FLORIDA 33122 RY. c 2 JUMP' IOM 3 4 D[](.x1Inow att AS SHOWN SCALE 4/8/99 DATE 99 - 121 DRAWING No SHEET 6 OF 9 ALTERNATIVELY TO CONNECTION AT TOP UP, USE 110 x 3/4' S. S. S. M. S. OR 3/18'0 Alum. POP RIVETS 0 8' 0. C. AT THIS LOCATION. 1 = 11 111/ p .500'- I - F-" CLASS OF EXISTING ��WINOCW OR 5. G. D. 1/4'0X 1 1/2' LAG SCREWS 6 6' o. c. ALTERNATIVELY TO CONNECTION AT TOP UP, USE /10x3/4'S.S. S. M. S. OR 3/18' Num. POP R S • 8' 0. C. AT THIS LOCATION. GLASS OF EXISTING WINOCW OR S. G. 0. 14x3/4'35. 3 M. 3 0 0' 0. C. ALTERNATIVE 1 ALTERNATIVE 2 10 x 3/4' S. S. S. M. S. OR 3 18' Alum. POP 0 6' 0. C. 1/4' 0 -20 5. S. BOLTS 12' 0. C. w/ NUT & WASHER W 1 / 3/8 3' 0 S. 7 / S. 8 LONG NYLON BUSHING. (Typ. BOTTOM). - 2' x 3' OR 4' 01 5' it 125' Num. ANGLE (0063 -TO ALLOY. NEW P. T. 2' x a' Cont (2) 1/4' 0 x 5' LAG SCREWS • EACH STUD (MIOWTTH OF STUD) AND W/ 2' kiln. PENETRATION INTO STUO 10x3 /4'3.S. M. S. OR 3/18' • Alum. POP RNLI O 6' 0. C.- •ph l i pldddU 41 ph 14 1 411111 111 1 111 1 111111110 1111111 1.500' 1/4' 0 -20 3. S. 80115 0 12 0.0. VI/ NUT & WASHER 2' 3' OR 4' OR 5'x.125' Num. ANGLE (6003 -T8 ALLOY, TUBE (Coat) / W/ ( (2) 1 /4' 0 i c SCREWS 0 EACH STUD (MICWICTIN OF STUD) AND 0/ 2' Min. PENETRATION INTO EXISTING 51U0. 10 x 3/4' S. S. S. M. S. OR 3/18' 0 Alum. POP RIVETS 0 6' 0. C. igg a J 10 x 3' 5. M.S. t i A Lf/ 3/8' / x 7/8' 4 L()NC NYLON BUSHING. (Typ. BOTTOM). •- '--- -- // 10 * J /4' S. 5. 5. M. S.bR3 /18' POP RIVETS O 8' 0. C. WALL MOUNTING INSTALLATION (OFFSET) - SECTION A' SCALE: 3/4' - 1' 0000 TRUSSES OR RAFTER 0 24' 0. C. REQUIRED / 14x3/4'5.3 S. M. S. 0 0' 0. C. 5. 10 S. 3' /3/8'0 x 5/6' LONG NYLON BUSHING (Typ -SEE SCHEDULE FOR Mtn. SEPARATION TO GLASS OF EXISTING WINDOW OR S. G. 0. 10 x 3/4' S. S. S. M. S. OR 3/18 0 Alum. PCP RN 0 8' 0. C. ALTERNATIVELY TO CONNECTION AT TOP UP, USE 110 x 3/4' S. S. S. M. s. OR 3/1e Num. POP RIVETS 0 8' 0. C. AT THIS LOCATION. 1' x 4' x 1/8' (Mtn.) 6063-TS Num. TUBE 0/ (2) 5/10' 1 x 4' LW SCREWS TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT MI0110TH OF EXISTING '0000 MOABFFAA,, (2' 111n. NOMNAL 'W01H) W/ 2' MIA. PENETRATI0NN. t0x3'S.5.1. M.S. / 3/8' e x 5/8' LONG NYLON BUSHING. (Typ. TOP). GD CEILING & FLOOR MOUNTING INSTALLATION - SECTION 8' SCALE: 3/4' = 1 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 10 3/ 3' 0 x 7/8' S. LONG NYLON BUSHING. (Typ. BOTTOM). 10 x 3/4' 5. 5. S. M. S. OR 3/18' 0 Alum. POP RIVETS O 8' 0. C. 2' x 8' 0000 DECK REQUIRED NOTES: 1. INSTALLATIONS ARE ONLY VALIO FOR BUILDINGS WTTH DESIGN LOAD UP TO 75.3 p.O.f. AND 9' -0' Max. SHUTTER SPAN. 2. NEW 2' x 8' P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 R M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW W000 FRAME CONSTRUCTION: W000 MEMBERS 10 BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL APPROVED AS COMPLYING WITH THE SOUTH fIORIDA BUILDING CODE DATE, 8Y 4 PRODUCT CO { 9 OL D1V:S ((Y BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 11_ 0 511 TL E C O AMC. 11WT TESTING k ENGINEERING] COMPANY 6305 N.M. 31U1. Si, Sta. 117, MRaI11;A CAROM FL012184 33166 Flare : DOS)871 -1530 . For : (30S)111 -1531 WALTER A. Miff Jr., P. E. FLORIDA Uc. f 44167 HIGH WINDS SHUTTER ASSA / ECONOW ACCOR0ION SHUTTER axC1xr10M SHIELD SHUTTERS (ASSA / 127) 7272 N'N 25th STREET M(AM, FLORIDA 33122 CAR REV. IN alt 4 DADE COUNTY AS SHOWN SCALE 4/6/99 DATE 99 - 121 DRAWING No SHEET 7 OF 9 MAXIMUM DESIGN LOAD 'W" (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) OOR /CEILING MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 FROM 45.1 TO 61.8 9' 9' 9• 9" 9' 4 1/2" 9' 9' 8• 9' 9' 2' 7' 7" 7' 5' 9' 7" 5' FROM 81.9 TO 75.3 9" 9' 8 1/2' 9' 8' 2 1/2" 9' 9' 7' g" g' 4 1/2' 9' 7' 3' 9" 5 1/2" 4 1/2" FROM 75.4 TO 91.4 9" 9' 6' -7' 5' 9' 3' - 9' 7 1/2'8 1/2" 91.5 TO 20.0 9" 4 1/2 1 /2' 8' - - - g' 5 1/2'5 1 /2" FRO TO M 168.1 7 1/2 "4 1/2" 2 7/8' - 2 1/2" - - 7' 5 1/2' - FROM 168.2 TO 228.3 4 1/2'4 1/2" 2' - 2" • - - 5 1/2' 5 1/2' - MAXIMUM DESIGN LOAD "H' (p.a.f.) MAXIMUM PANEL SPAN 'L' (ft) MINIMUM SEPARATION 'S" TO GLASS (in.) • •• • •• 125.3 7' -7' 7' -7" 2 7/8' 2' 125.5 7' -5' 7' -6' 2 7/8' 2' 128.7 7' -6' 7' -6' 2 7/8" 2' 1 29.8 7' -4" 7' -4' 2 7/8' 2' 130.9 7' - 3' 7' -3' 2 7/8' 2' 131.5 7' -2' 7' -2' 2 7/8" 2' 134.3 7' -1' 7' -1' 2 7/8' 2' 136.2 6' -11" 6' -11' 2 7/8' 2' 137.9 8' -10' 8'- 10' 2 7/5' 2' 140.7 5' -9' 8' -9' 2 7/8' 2' 142.8 6' -7' 8' -Y 2 7/8" 2' 143.5 6' -7' 6' -7" 2 7/8' 2" 147.0 6' -5' 6' -5' 1 7/8" 2' 148.4 5' -4" 5' -4' 2 7/8" 2" 152.6 6' -2' 6' -2" 2 7/8' 2' 153.1 6' - 2' 5' -2' 2 7/5' 2' 156.8 6' -0' 6' -0' 2 7/8' 2' 157.5 6' - 0' 8' - 0' 2 7/8' 2' 157.8 8' -0' 8' -0' 2 7/8' 2' 180.8 5' -11' 5' -11' 2 7/8' 2' 161.7 5' -10' 5' -10' 2 7/8' 2' 184.4 5' -9' 5' -9' 2 7/8' 2' MAXIMUM DESIGN LOAO 'W' (p.s.f.) MAXIMUM PANEL SPAN 'L' (tt) MINIMUM SEPARATION 'S' TO CUSS (in.) • •• • * 67.5 10' -8' 10' - 8' 4' 2' 70.1 10' -6' 10' -6' 4' 2" 71,1 10' -5' 10' -5' 4' 2' 71.4 10' -4" 10' -4" 4' 2" 71.5 10' -4" 10' -4' 4' 2' 72.9 10' -3' 10' -3' 4' 2' 75.1 10' - l' 10' -1' 4' 2" 75.2 10' -1' 10' -1' 4' 2' 75.3 10' -1" 10' -1' 4' 2' 77.0 10' -0' 10' -0' 3 1/2' 2' 77.5 9' -11' 9' -11" 3 1/2' 2' 78.8 9' -10' 9' -10' 3 1/2' 2' 80.7 9' -9" 9' -9' 3 1/2' 2' 81.5 9' -8' 9' -8' 3 1/2' 2' 82.5 9' - 8' 9' -8" 3 1/2' 2' 83.4 9' - 7" 9' - 7' 3 1/2' 2' 86.2 9' - 5' 9' - 5' 3 1/2' 2' 88.7 9' - 5' 9' - 5' 3 1/2' 2' 86.8 9' - S' 9' - 5' 3 1/2' 2' 88.5 9' -4" 9' -4" 3 1/2' 2' 90.3 9' -3' 9' -3" 3 1/2' 2' 90.8 9' -2" 9' -2' 3 1/2' 2' MAXIMUM DESIGN LOAD 'W' (p.s.f.) MAXIMUM PANEL SPAN 'L" (ft) MINIMUM SEPARATION '5' TO GLASS CO.) • •• • .• 91.4 9' -2' 9'-2" 3 1/2' 2' 92.7 9' -1' 9' -1' 3 1/2" 2' 93.8 9' -0' 9' -0' 2 7/8' 2" 94.8 9' -0' 9' -0" 2 7/8' 2' 98.6 8' -11' 8' -11' 2 7/8' 2' 96.8 8' -11" 8' -11' 2 7/8' 2' 97.7 8' -10' 8' -10' 2 7/8' 2' 100.5 8' -9' 8' - 9" 2 7/8' 2' 101.5 8' - 8' 8' -8' 2 7/8' 2' 103.7 8' - 7' 8' - 7' 2 7/8' 2' 108.5 8' - 8' 8' - 8" 2 7/8' 2' 108.8 8' - 5' 8' -5' 2 7/8' 2' 110.6 8' -4' 8' -4" 2 7/8' 2' 111.0 8' - 8' -4' 2 7/8" 2' 114.1 8' - 2" 8' -2' 2 7/8' 2' 118.5 8' -2' 8' -2" 2 7/8' 2' 118.9 8' - I' 8' -1' 2 7/8 2" 117.8 8' - 1' 8' - 1' 2 7/8' 2' 119.7 8' -0' 8' -O' 2 7/8' 2' 120.0 8' - O" 8' - 0' 2 7/8' 2' 121.2 7' - 10' 7' - 10' 2 7/8' 2' 122.5 7' -9' 7' -9' 2 7/8" 2' MAXIMUM DESIGN LCAD .. (p.s.f.) MAXIMUM PANEL SPAN 'L" (ft.) MINIMUM SEPARATION 'S' TO GLASS (In.) 0 •• • •• 45.1 12' -0' 13' -0' 4' 2 1/2" 47.8 12' -0' 12 " -8" 4' 2 1 / 2 ' 49.0 12' -0' 12' -6' 4' 2 1/2' 50.3 12' -0' 12' -4' 4' 2 1/2" 52.0 12' -0" 12' -2' 4' 2 1/2' 52.4 12' -0' 12' -1' 4' 2 1/2' 55.0 11' -10' 11' - 10' 4' 2 1/4' 55.2 11' -10' 11' -10' 4' 2 1/4' 55.6 11' -4' 11' -9' 4' 2 1/4" 57.2 11' -4' 11' -7' 4' 2 1/4' 58.8 11' -4' 11' -5' 4' 2 1/4' 58.8 11' -4' 11' -5' 4' 2 1/4' 59.3 11'-4' 11' -4' 4' 2 1/4" 59.7 11' -4' 11' -4' 4' 2 1/8' 81.5 11' -2' 11' -2' 4' 2 1/8' 61.8 11' -1' 11' -1" 4' 2 1/8' 81.9 11' -1' 11' -1" 4' 2 1/8' 63.4 11' -0' 11' -O' 4' 2 1/8" 83.6 ii' -o' 11' -0' 4' 2 1/8' 63.7 11' -0' 11' -0" 4' 2 1/8' 88.9 10' -8' 10' -8' 4' 2' 67.0 10' -8' 10' -8' 4' 2' MAXIMUM DESIGN LOUD 'W" MAXIMU PANEL SPAN "L" (ft) MINIMUM SEPARATION '5' TO CLASS (in.) (p.s.f.) • •• • •• 165.2 5'-9' S'_9• 2 7/8' 2' 168.1 5'-8' 5•_8• 2 7/8" 2' 168.7 5' -7' 5'_7• 2 7/8' 2' 170.0 5' -7' S'_7• 2 7/8' 2' 175.6 5'-5' 5' -5• 2 1/8' 2" 178.6 5' -4" 5'_4" 2 7/8" 2' 180.3 5' -3" 3'_3• 2 7/8' 2' 186.0 5' -0' 5'_0' 2 7/8' 2' 195.2 4' -10' 4'_t0' 2 7/8' 2' 197.2 4' -10' 4' -10' 2 7/8" 2' 199.1 4' -9' 4'_ 2 7/8" 2' 204.7 4' - 7" 4'_7 2 7/8" 2" 211.3 4' -5' 4'_6' 2 7/8" 2' 216.9 4' -4' 4'_4' 2 7/8" 2' 224.8 4' -3' 4'_3' 2 7/8' 2' 226.3 4' -2' 4'_2' 2 7/8" 2' SHUTTER SPAN "L" (ft.) MINIMUM SEPARATION "S' (in.) LESS OR EQUAL THAN 9' -O" 2 7/8' > 9' -O' TO 10' -0' 3 1/2" > 10' -0' TO 12' -0' 4" ACTUAL. E. D.= FACTOR EDGE DISTANCE 2 1/2" .75 2" .50 * VALID FOR UP TO 3 -0' MAXIMUM SPAN. ANCHOR SPACING LEGEND (1) Max. ANCHOR SPCG. VALID FOR SPANS OF 5' -O" OR LESS. (2) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 5' - TO 8' -6'. (3) Mox. ANCHOR SPCG. VAUD FOR SPANS GREATER THAN 8' -5' TO Max. ALLOWED. L_ n EDGE OF 2 ANCHORS REQUIRE° A EACH ENO S = ANCHOR SPACING GIVE ON SCHEDULE STAGGERED ANCHORS ANCHORS USED W/TRACK "A' (TOP & BOTTOM) SHALL BE INST ALLE D ., /.� ! 1 Q STAGGERED AT Max. SPACINGS INDICATED ON SCHEDULES. / / IL ECO INC. TIWT TESTING & ENGINEERING COMPANY &$S 0.0. 3eh. !t. %I. 211, NIlQMM CAaa0D03, rtoraw 33166 PAa,• : 067'i/01-15.30 . ram : (30)1171 -15.31 WALTER A. 11UJT Jr., P. E. FLORIDA Uc. j 44167 HIGH WINDS SHUTTER ASSA / ECONOMY ACCORDION SHUTTER SHIELD SHUTTERS (ASSA 1127) 7272 NW 25th STREET MWAI, FLGRICA 33122 atv. NO CLICASITKIN xY. ooCxnxxt fl•tt MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + (VALID FOR SECTIONS A, Al, 8, 81, 82, C & C1 ON SHEET 2 OF 9). MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. (VALID FOR SECTIONS A, Al, B, 81, 82, C & C1 ON SHEET 2 OF 9). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 -88 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND NEED NOT TO BE CHECKED. + USE TAPCON ANCHORS, ZAVAC NAILIN & RAWL CALK -INS FOR INSTALLATIONS w/ DESIGN LOADS UP TO 75.3 p.s.f. USE ONLY TAPCON ANCHORS & RAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.s.f. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3' EDGE DISTANCE. FOR E. D. LESS THAN 3 ", REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR RAWL CALK-IN ANCHORS IS 2 1/2'). TAPCON OR RAWL CALK -IN ZAMAC NAILIN TAPCON OR RAWL CALK -IN UP TO 75.3 p.s.f. > 75.3 p.s.f. TO 226.3 p .a.f, ANCHOR LEGENDS 3' Max. TABLE 1: MINIMUM SEPARATION 'S' BETWEEN GLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN 'L ", FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ABOVE GRADE OF A GIVEN BUILDING. 30' -0' ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. SEPARATION "S' TO BE MEASURED AS INDICATED ON SECTION D, SHEET 4 OF 9. • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE. •' FOR SHUTTERS INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. APPROVED AS COMPLYING WITH THE SOUTVIORIOA BUILDING CODE 6Y � PRODUCT CO, "•01 DIV.S ON BUILDING CODE COMPL APCE OfyI CE ACCEPTANCE NO. - - 0SLl.0 e DADE COUNTY SCALE 4/6/29 GATE 99 - 121 DRAWING No SHEET 8 OF 9 MAXIMUM DESIGN LOAD "W" (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) FLOOR/CEILING MOUNTING INSTALLATION OR BOTTOM (TO CONCRETE) NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 2 NOTE 1 NOTE 2 NOTE 3 FROM 45.1 TO 61.8 9' 9' 2 1/4' 9' 9" 9" 4 1 / 2 " 9 " 9' 8" 9' 9' 2 1/4" 7' 7' 7' 5' 9' 7' 5' FROM 61.9 TO 75.3 9" 9• 8 1/2 g' 8" 2 1/2" 9' g' 7' g• g' 4 1/2" 9' 7' 3' 9" 5 1/2' 4 1/2" FROM 75.4 TO 91.4 9' 9• 9' -0' 6" 9' 3' - 9' 7 1/2'6 1/2' FROM 120.0 91.5 TO 9" 4 1/2" 4 1/2" 8' - - 9" 5 1/2 "5 1/2" 120.1 TO 168.1 7 1/2 "4 1/2" 2 1/2' - 2 1/2" - - 7' 5 1/2" - 168.2 228.7 4 1/2 "4 1/2" 2' - 2" • - - 5 1/2' 5 1/2" - MAXIMUM DESIGN LCAD W (p.s.f.) MAXIMUM PANEL SPAN 'L' (ft.) MINIMUM SEPARATION 'S' TO GLASS (in.) • •• • •0 91.4 9' - 9" 9' - 9' 3 1/2' 2 1/4" 92.7 9' -8' 9' -8' 3 1/2' 2 1/4' 93.8 9' -8' 9' -8' 3 1/2' 2 1/4' 94.8 9' -7' 9' -7' 3 1/2' 2 1/4" 96.6 9' - 8' 9' -8' 3 1/2' 2 1/4' 98.8 9' -8' 9' -6' 3 1/2' 2 1/8' 97.7 9' -5' 9' -5' 3 1/2' 2 1/8' 100.5 9' -4" 9' -4' 3 1/2' 2 1/8' 101.5 9' - 3' 9' - 3' 3 1/2' 2 1/8' 103.7 9' -2' 9' -2' 3 1/2' 2 1/8' 108.5 9' -0' 9' -0" 2 1/2' 2 1/8' 108.8 8' - 11' 8' -11' 2 1/2' 2 1/6" 110.6 8' -11' 6' - 11' 2 1/2' 2 1/8' 111.0 8' -10' 8' -10' 2 1/2' 2' 114.1 8' -9" 6' -9' 2 1/2' 2' 116.5 8' - 7' 8' - 7' 2 1/2' 2' 116.9 8' -8' 6' -8' 2 1/2' 2' 117.6 8' -6" 8' -8' 2 1/2" 2' 119.7 8' -4' 6' -4' 2 1/2' 2' 120.0 8' -4' 8'-4.' 2 1/2' 2• 121.2 8' -3' 8' - 31' 2 1/2' 2' 122.5 8' - 2" 8'-2' 2 1/2' 2' MAXIMUM DESIGN LOAD 'W' (P.e.f.) MAXIMUM PANEL SPAN 'L' (rt.) MINIMUM SEPARATION "S" TO GLASS (in.) • •• • •• 67.5 11' -4' 11' -4' 4' 2 1/2' 70.1 11' -2' 11' -2' 4' 2 1/2' 71.1 11' -1' 11' -1' 4' 2 1/2' 71.4 11' -0' 11' -0' 4' 2 1/2' 71.5 11' -0' 11' -0" 4' 2 1/2' 72.9 10' -11' 10' -11' 4' 2 1/2' 75.1 10' -9' 10' -9' 4' 2 1/2' 75.2 10' - 10' - 9' 4" 2 1/2' 75.3 10' -9' 10' -9' 4' 2 1/2" 77.0 10' -8' 10' -8' 4' 2 1/2' 77.5 10' -7' 10' -7" 4' 2 3/6' 78.8 10' -8' lo' -e' 4' 2 3/6' 80.7 10' -5' 10' -5' 4' 2 3/8' 81.5 10' -4' 10' -4' 4' 2 3/8' 82.5 10' -3' 10' -3" 4' 2 3/8' 83.4 10' -3" 10' -3' 4' 2 3/8' 88.2 10' -0' 10' -0" 3 1/2' 2 3/8' 88.7 10' -0' 10' -0' 3 1/2' 2 3/8' 86.8 10' -0" 10' -O' 3 1/2' 2 3/8' 88.5 9' - 11" 9' - 11" 3 1/2' 2 1/4' 90.3 9' -10" 9' -10' 3 1/2' 2 1/4' 90.8 9' -10' 9' -10' 3 1/2' 2 1/4' MAXIMUM DESIGN LOAD W' (p.s.f.) MAXIMUM PANEL SPA! 'L' (ft.) MINIMUM SEPARATION 'S' TO GLASS (in.) • •• • •• 45.1 12' -0' 13' -3" 4' 3' 47.8 12' -0' 13' -1' 4' 3' 49.0 12' -0' 13' -0' 4' 3' 50.5 12' -0' 12' -1 1' 4' 3' 52.0 12' -0' 12' -10' 4' 3' 52.4 12' -0' 12' -10' 4' 3' 55.0 12' -O' 12' -7' 4' 3' 55.2 12' -0' 12' -7' 4' 3' 55.5 12' - 0' 12' - 6' 4' 3' 57.2 12' - 0' 12' - 4' 4' 2 7/8' 58.6 12' - 0' 12' - 2' 4' 2 7/8' 58.8 12' - 0' 12' - 2' 4' 2 7/8' 59.5 12' -0' 12' - 1' 4' 2 7/8" 59.7 12' -0' 12' -1' 4' 2 7/8' 61.3 11' -11' 1l' -11• 4' 2 3/4' 61.8 11' -10' 11' -10' 4' 2 3/4' 61.9 11' -10' 11' -10' 4' 2 3/4' 63.4 11' -9' 11' -9' 4' 2 3/4' 83.8 11' -8' 11' -8' 4' 2 3/4' 83.7 11' -8' 11' -8' 4' 2 3/4' 88.9 11' - S' 11' - S' 4' 2 3/4' 87.0 11' -5' 11' -5' 4' 2 3/4' MAXIMUM DESIGN LOAD 'w (p.s.f.) MAXIMUM PANEL SPAN '1.' (ft) MINIMUM SEPARATION 'S' TO GLASS (in.) • .0 • •• 125.3 6' -0' 8' -0' 2 1/2' 2' 125.8 7' -11' 7' -11' 2 1/2' 2' 128.7 7' -11' 7' -11' 2 1/2' 2' 129.6 r -8' 7' -8' 2 1/2' 2' 130.9 7 7' -8' 2 1/2' 2' 131.6 7' -7' 7' -7' 2 1/2' 2' 134.3 7' -S' 7' -5' 2 1/2' 2" 138.2 7' -4' 7' -4' 2 1/2' 2' 137.9 7' -3' 7' -3' 2 1/2' 2' 14-0.7 r -1' 7' -1' 2 1/2' 2' 142.8 7' -0' 7' -0' 2 1/2" 2' 143.5 8' -11' 6' -11' 2 1/2' 2' 141.0 8' -10' 6' -10' 2 1/2' 2' 14 6' -9' 6' -9' 2 1/2' 2' 152.6 6' -6' 6' -8' 2 1/2' 2' 153.1 6' -6' 6' -6' 2 1/2' 2' 156.8 6' -4' 6' - 4' 2 1/2' 2' 157.5 5' -4' 6' -4' 2 1/2' 2' 157.8 8' -4' 8' -4' 2 1/2' 2' 180.8 8' - 2" 8' -2' 2 1/2' 2' 161.7 6' -2' 8' -2' 2 1/2' 2' 184.4 8' -1' 8' -1' 2 1/2' 2' MAXIMUM DESIGN LOAD 'w' (p.s.f.) MAXIMUM PANEL SPAN 'L' (ft.) MINIMUM SEPARATION '5' TO GLASS On.) • •• • •• 153.2 6' -0' 8' -0' 2 1/2' 2' 166.1 5' -11' 5' -11' 2 1/2' 2 ' 188.7 5' -11' 5' -11' 2 1/2' 2' 170.0 5' -10' 5' -10' 2 1/2' 2' 175.6 5' -8' 5' -e' 2 1/2' 2' 176.6 5' -6' 5' -8' 2 1/2' 2' 180.3 5' -6' 5' -6' 2 1/2' 2' 188.0 5' -4' 5' -4' 2 1/2' 2' 195.2 5' -1' 5' -1' 2 1/2' 2' 197.2 5' - 1' 5' - 1' 2 1/2' 2' 199.1 3' -0' 5' -0' 2 1/2' 2' 204.7 4' -11 4' -11' 2 1/2' 2' 211.3 4' -9' 4' -9' 2 1/2" 2' 216.9 4' -7' 4' -7' 2 1/2' 2' 221.6 4' -8' 4' - 8' 2 1/2' 2' 226.3 _ 4' -5' 4' -5' 2 1/2' 2' SHUTTER SPAN "L' (ft) MINIMUM SEPARATION 'S' (in.) LESS OR EQUAL THAN 9' -0" 2 1/2" > 9' -O" TO 1V-0" 3 1/2* > 10' - TO 12' -0" 4' ACTUAL E. D.= EDGE DISTANCE FACTOR 2 1/2" .75 2" .50 MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + (VALID FOR SECTIONS 8', 81', 82' & C1' ON SHEET 3 OF 9). * VAUD FOR UP TO 3' -0' MAXIMUM SPAN. ANCHOR SPACING LEGEND (1) Max. ANCHOR SPCC. VAUD FOR SPANS OF' 5' -0' OR LESS. (2) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 5' - 0' TO 8' -6'. (3) Max. ANCHOR SPCG. VAUD FOR SPANS GREATER THAN 8' -6' TO Mos. ALLOWED. MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. (VALID FOR SECTIONS 8', 81', 82' & C1' ON SHEET 3 OF 9). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 - CRITERy4 FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND NEED NOT TO BE CHECKED. + USE TAPCON ANCHORS, ZAMAC NAIUN & RAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS UP TQ 75.3 p.s.f. USE ONLY TAPCON ANCHORS & RAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.s.f. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3' EDGE DISTANCE. FOR E. D. LESS THAN 3', REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR RAWL CALK -IN ANCHORS IS 2 1/2'). TAPCON OR RAWL CALK -IN ZAMAC NAIUN UP TO 75.3 p.s.f. TAPCON OR RAWL CALK -IN > 75.3 p.s.f. TO 226.3 p.s.f. ANCHOR LEGENDS TABLE 1: MINIMUM SEPARATION "S' BETWEEN GLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN "L ", FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0' ABOVE GRADE OF A GIVEN BUILDING. 30' -0' ELEVATION SHALL BE MEASURED, AT BOTTOM OF SHUTTER. SEPARATION 'S' TO BE MEASURED AS INDICATED ON SECTION D, SHEET 4 OF 9. • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE. •• FOR SHUTTERS INSTALLED ABOVE 30' -0' ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 8Y PRODUCT CO APAIII 19 • D1VS BUILDING CODE COMPLANCE OfFCCE ACCEPTANCE NO. ( CI -05 1 o b IL ECO INC. T1WT TESTING k ENGINEERING COMPANY 5195 X.M. 3601. 91. !L 211. AMNIA :rl1fl FI.0P4A 3318! Phw1• : (305 »71 -1530. Fos : (305)401-15.31 WALTER A. TIUTT Jr., P. E. FLORIDA Lie. t 44167 HIGH WINDS SHUTTER ASSA / ECONOMY ACCOR010N SHUTTER SHIELD SHUTTERS (ASSA / 127) 7272 NW 25th STREET Mu1Ml, FLORIDA 33122 WV. M 7UC1/f1p1 0•R IV. 1•. 4 a an SCALE 4/8/99 DATE 99 -121 DRAWING 14o SHEET 9 OF' 9 DADE COUNTY