The URL can be used to link to this page

1119 NE 99 St (15)r- NOTES 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, MIAMI -DADE COUNTY 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TABLES MUST BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O N 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING SLAT AS FOLLOWS: ROBINSON & SONS SHUTTER CO. MIAMI. FL MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI, U.O.N. POP RIVETS SHALL BE 3/16"0 5052 ALUMINUM ALLOY 6. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 202. AND 203. 7. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORT No 98 -050. 8. FLOORS TRACKS MAY BE REMOVABLE AT NON- STACKING LOCATIONS USE CALK -IN REMOVABLE ANCHORS. 9. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW OR PUSH LOCK AT CENTER OR SIDE CLOSURE 10. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 2 655 -� 588 .600 1 1.825 1.583 r f 484 rr - - 6° - .105 TYP. -- 105 TYP } r .875 , _ 3.635 _ f - - -2300 --- --,oF f - .250 4.510 O BASE SILL SCALE HALF SIZE 1.753 ., 750 .729 - MIN. .285 ;5501, • 2.218 -�_ 3.438 06/01/99 11: t `00 4 N: O ' 0 0 0 125" TYP O BASE TRACK SCALE HALF SIZE 5.00" MAX. 0 MALE/FEMALE LOCK ANGLE SCALE HALF SIZE SCALE 3 = 1' - 0" 2.300 2195__ 90° 1_230_ --r o• t NI • • 1' .115 -0r -- STAINLESS STEEL ASSEMBLY 1.100" TYP AT EVERY OTHER INSIDE JOINT AT TOP. 2 ROLLER ASSEMBLY SCALE- HALF SIZE 062-' 2.874 1825 100 1.708 100 .096 r 1.250 1200 r 3.745 0 WALL HEADER SCALE: HALF SIZE . 258 03•7R - 051. -062 4 -062 971 i 4 603 4 140 - 200 NOT USED SCALE. HALF SIZE 7 TYP. SLAT SCALE HALF SIZE 1950 . - -r e-F -.280 �0 s -.050 0 750 - - -- 870 N co BRASS PUSH LOCK SCALE: HALF SIZE 2.782 O WALL HEADER SCALE. HALF SIZE 30.225' 043 150R- 297 1625 314 .325 . .0 4.069 STARTER SCALE HALF SIZE - -- #14 x 2 -3/4" 410 HT S.S. SCREW W/ A JS500 PLATING (TYP TOP & BOTTOM) NYLON WASHER (NYLON BUSHING OPTIONAL) -- NYLON BUSHING W/ WASHER: 7/16 "0 x 1/2" @ INTERIOR JOINT TOP 7/16 "0 x 1" @ INTERIOR JOINT BOTTOM BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE 1.994 997_ 143 { .054 1.708 4510__ 4 102 O HEADER SCALE HALF SIZE 1.825 4 -14 < < - -143 -.2 00 .062 602,.630 #062 372 + 1.250 - / 971 2.822 APPROVED AS COMPLYING WITH THE SOUTH FLO IDA BUILD! G CODE DAT S' r -2- In. A (. 19 BY S L . PRODUCT CS i ROL DIVISION DU!LDING CODE COMPLIgNCE OFFICE ACCEPTANCE NO 1/ " "21 O ALT. SLAT SCALE HALF SIZE _ - -1 227 U Z . N (0 Q • z = 0 U • W N N W Z ; Y .J a 'o m F , 1J o SIMNOMMIINISMD YJ. K PrOFSS, FL PE 3 Nc 99 -905 .M•r 1 of 6 1EER 9 1991 12/00/•6• t ac•le --- drawn by AS NOTED ' MC ,design by ',checked Drl VJK,• vie( r--- droving no BUILDING 0 ELECTRICAL 0 PLUMBING 0 :ROOFING 0 Owner of Building MIAMI SHORES VILIAGE, FLORIDA p N. 9561 Architect Contractor or Builder Q g 4 s ap,. fir li Description 11 Bt Legal Lot Address of t i s , ` • Building 7 ' , Work lo be performed ender this Penni 71. This permit is granted to the contractor or builder named above to construct the building or to install the egui t or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work w II be performed in compliance with any plans, drawings, statements or specifications " >, at taay have been submitted to and approved by the proper nwnicipai awbereties. This Permit may be revoked at any time if the work is not done in compliant* with such ordinance or if the plans are changed without audhorizatien. A further condition upon whiff this permit is granted is the understanding that the contractor or bedldsr named above assumes the responsibility for __ knowledge of the ordinances and regulations pertaining to the wort cat cad h ,.+ • , Aorta the plan .. - `wings or is the statements or epee -. , •;tons and that he assumes respon- sibility for work done by his age In cons pertaining In acceptin CONTRACTOR or BUILDER BY p Cot rac or's License 14o. Subdi- vision Sq. Ft. Value of Amount of Project $ II Perrnit $ AUTHORITY BY ork trovvered hereunder in compliance with all ordinances and regulations nts or specifications submitted to the proper authorities of Miami Shores Village. either, myself, my agent, servant or employee. z Q, 3- CC W F- _ _ otj 1/) • w w x a w J D O w l7 0 w J m Q F 06/01/99 11:57 — FASTENER Cal 18" O.C EXISTING GLASS (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). SECTION 6.80" (TYP.) TYPICAL PLAN VIEW SCALE: 3" = 1' -0" VARIES - NO LIMIT TYPICAL ELEVATION N.T S r L 3 • ALT DIRECTION OF ANGLE LEG - TOP TRACK PLAN VIEW 1-1/2" MIN. 1/4 -20 THUMBSCREW INTO THREADED HOLE. LOCATED AT 1/3 TO 1/2 DISTANCE FROM BOTTOM OF SHUTTER FOR BLADES 5 8' -3 ". USE TWO THUMBSCREWS ON BLADES > 8" -3", ONE AT 1/3 AND ONE AT 2/3 FROM BOTTOM OF BLADE. TYPICAL. FOR LOCKING SHUTTERS, A BRASS PUSH LOCK MAY BE SUBSTITUTED - BOTTOM TRACK 2 FASTENERS EACH ANGLE 1" x 2'' x 1/8" OR 2" x 2" x 1/8 " ALUM ANGLE 3/16"0 ALUM. POP RIVET OR P12 SMS 1/4 -20 THUMBSCREW LOCKING DEVICE OR BRASS PUSH LOCK AT CENTERMATE SEE TYPICAL PLAN VIEW FOR REQUIREMENTS MIN. 0.093 " THICK 6063 -T6 ALUM. ANGLE 1" x 1" MIN TO 2" x 5 " MAX. FASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE) P12 x 1/2 " GALVANIZED OR S.S. SMS, 3/16 "0 ALUM POP RIVET. OR 1/4 -20 MACHINE BOLT & NUT Cd) 18" O.C. NOTE: STARTERS 8 MUST BE LOCATED TO INSURE FULL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCKING OF ADJACENT BLADES. -- 2"" x 2" x 1/8" ALUM TUBE 6063 -T6 ALLOY -- 3/16 ALUM. POP RIVET OR P12 SMS @ 18" O.C. (TYP) — TYPICAL BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) EXISTING GLASS SILL - I TYPICAL CORNER CLOSURE DETAILS SCALE. 3" = 1' -0 "" — 1/4 -20 THUMBSCREW INTO THREADED HOLE, (SEE TYPICAL PLAN VIEW FOR REQUIREMENTS) 2" x2" x1/8" 6063 -T6 ALUM. TUBE 1" x 2" x .093 " 6063 -T6 ALUM. ANGLE, TYP. z 'v, 0' v) 1 Q zQ' Q E WI CC LL MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1' -0" 3/16 "0 ALUM. POP RIVET OR P12 SMS @ 18" O.C. (TYP) — — - -1" x 2" x 1/8" OR 2 " x2 "x1 /8" ALUM. ANGLE -- TYPICAL BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) APPROVED AS COMPLYING WITH THE SOUTH FLO'IDA BUILDING CODE DAT 9 , .cl 1 19 BY • • �� PRODUCT CI ROL DIVIS;ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.' -dO2(' 05 3/16 "0 ALUM. POP RIVET OR P12 SMS @ 18" 0 C (TYP) - 2 FASTENERS EACH ANGLE THREE 3/16 "0 0 ALUM POP RIVETS OR THREE #12 SMS, TYP � by scsl• 'drown AS NO220 j, (design by If checked byl V lK ; Vim: drawing no. 99 -905 sheer 2 of 6 1 MEAN ROOF NEICNT (h) NON COASTAL ZONES COASTAL ZONES EDGE ZONE (ZONE 7) END IOW (ZONE 6) INTERIOR ZONE (ZONE 5) EDGE ZONE (ZONE 7) - END ZONE (ZONE 6) ,v1ERIOR ZONE (ZONE 5) >60' -70' 116.5 85.8 57.2 15..7 174.1 75.1 >70' -80' 121.2 90.3 59.5 156.8 116.1 77. >80' -90' 125.8 915 6LB 160.5 119.7 786 >90' -100' 129.6 96.6 63.6 164,4 122.5 80.7 > 100' -120' 136.2 101.5 66.9 170.0 126.7 8.14 > 120' -140' 1428 106.5 70.7 175.6 730.9 86.2 .>140'-160' 148.4 110.6 72.9 180.3 134.J 68.5 >15C-180' 15..1 114.1 75.7 185.0 137.9 90.8 >180' -200' 157.8 117.6 77.5 188.0 140.7 92.7 >200' -250' 166.1 725.3 82.5 197.2 147.0 96.8 >2S0' -300' 176.6 131.6 86.7 204.7 152.6 100.5 >J00' -350' 185.0 137.9 90.8 211.3 157.5 103.7 >350' -400' 192.5 743.5 94.5 215.9 161.3 106.7 >400' -450' 199.8 148.9 961 221.6 165.2 108.8 >450'- 500' 204.7 152.6 100.5 226.J 168.7 11 1. 1 MEAN N ) COASTAL * MON COASTAL ZONES • (TR1eUTARr AREA - 10 F72) COASTAL k NON COASTAL ZONES (TRIBUTARY AREA - 20 F12.) COASTAL & MOV COASTAL ZONES (IRJ8UTARY AREA - 30 P72.) COASTAL & NON COASTAL ZONES (7Weu ?ARY AREA - 40 172) COASTAL & NON COASTAL ZONES (IAIeUTARY AREA - 50 P72) ENO ZONE (ZONE 5) YVIERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) 9.0 ZONE (ZONE 5) MFRIOR ZONE (ZONE 4) ENO ZONE (ZONE 5) 941EMOR ZONE (ZONE 4) END ZONE (ZONE 5) WT TOR ZONE (ZONE 4) 0' -15' 61.5 47.8 57.7 45.6 553 448 51.3 439 51.1 42.9 > 15' -20' 66.9 52.0 62.7 49.8 60.4 48.8 58.0 47.7 55.6 46.7 >20' -25' 71.5 55.6 67.0 53.2 64.5 52.7 62.0 51.0 59.4 49.9 >25' -30 ' 75.J 58.6 70.7 56.7 68.0 54.9 65.3 518 62.6 52.6 >30' -40' 87.5 63.4 76.4 60.7 73.5 59.4 70.6 58.1 67.7 56.9 >40' -50' 86.8 _ 67.5 81.5 64.7 78.4 63.3 75.3 62.0 72.2 60.6 >50' -60' 91.4 71.7 85.8 68.1 82.5 66.7 79.3 65.3 76.0 63.8 DETERMINATION OF POSI7TVE PRESSURES BASED ON NEGATIVES SHOWN ON CHART (o) FOR BUILDING WITH MEAN ROOF HEIGHT EQUAL OR LESS THAN 60 FEET : FOR ENO ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.80 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR INTERIOR ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.94 TO OBTAIN MAXIMUM PosmvE PRESSURES. (b) FOR BUILDING WITH MEAN ROOF HEIGHT GREATER THAN 60 FEET : FOR EDGE ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.50 TO OBTAIN MAXIMUM POSIVE PRESSURES. FOR END ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.66 TO OBTAIN MAXIMUM POSI77VE PRESSURES. FOR INTERIOR ZONES : MULTIPLY NEGATIVE PRESSURES BY 1.00 TO OBTAIN MAXIMUM POS1VE PRESSURES. BUILDING'S MEAN ROOF HEIGHT VS NEGATIVE DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -88 - MEAN ROOF HEIGHT EQUAL OR LESS THAN 60 FEET (APARTMENT BUILDINGS & RESIDENT /AL HOMES) BUILDING'S MEAN ROOF HEIGHT VS DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -88 - MEAN ROOF HEIGHT GREATER THAN 60 FEET (APARTMENT BUILDINGS) TRIBUTARY AREA : WINDOW OR DOOR OR SHUTTER AREA (AT) AS APPLICABLE EXCEPT THAT FOR FREE STANDING STORM PANELS (AT) - PANEL SPAN (11) x PANEL SPAN (N) 3 NO7ES : PROFESSIONAL ENGINEERS SIGNATURE AND SEAL NDICATED ON THIS DRAWING ARE ONLY APPLICABLE TO GENERIC WIND LOAD CHARTS BASED ON A.S.CE 1 SECTION 6, REQUIREMENTS FOR A FASTEST WIND SPEED OF 110 m.p.h. & 1.05 IMPORTANCE FACTOR. SPECIFIC WIND LOADS MARKED OR HIGH LIGHTED ON THIS GENERIC CHART BY THE CONTRACTOR FOR AN SPECIFIC JOB. AT THE TIME FOR APPLYING FOR A PERMIT, AND DETERMINED BASED ON AN SPECIFIC MEAN ROOF HEIGHT, WIND EXPOSURE, AS WELL AS EDGE. ENO OR INTERIOR ZONE, HAVE NOT BEEN ANALYZED BY THIS ENGINEER NOR THEY ARE BEING CERTIFIED BY THIS ENGINEER. SHOULD THIS CONDITION NOT THE ACCEPTABLE BY THE BUILDING OFFICIAL, THEN MS SIGNED AND SEALED GENERIC HIND CHART SHALL NOT BE USED TO OBTAIN ANY PERMIT WHERE SPECIFIC DESIGN WINO LOADS ARE REQUIRED TO BE CERTIFIED BY A PROFESSIONAL ENGINEER. DAD£ COUNTY IL EC0INC. 1II.La 'WM & 17‘01141=940 COMOV.Nr &NI s. ) r M. 1 1,7,,. WOOM AHOY 1.1144 / pagan -am V . , 7325p7, -,402 PALTER A Ilt.L Y 4'. P. C ROA1M Lic. / 44167 ASCE 7- 88/WIND LOAD SCHEDULES LOOM 7/7 a 1 4K - • • AS 940641 SCALt 5/77/95 alr •w INAWAVG JA1 SKIT I Or I 1 )- < J W N MINIMUM SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SHUTTER SPAN (L) (FT - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) L max. (FT -IN) 40.0 8' -3" 3 -1/8 1 -5/8 10' -0" 3 -3/4 2 -1/8 11' - 11" 3 - 3/4 3 50.0 8' -3" 3 -1/8 1 -3/4 10' -0" 3 -3/4 2 -3/8 1V -4" 3 -3/4 3 60.0 5' -0" 3 -1/8 1 -1/4 8' -3" 3 -1/8 1 -7/8 10' -9" 3 -3/4 3 70.0 5' -0" 3 -1/8 1 -1/8 , 8' -3" 3 -1/8 1 -7/8 10' -5" 3 -3/4 3 80.0 6' -O" 3 -1/8 1 -3/8 8' -3" 3 -1/8 2 -1/8 9' -4" 3 -3/4 2 -5/8 90 0 5' -0" 3 -1/8 1 -3/8 7' -0 " 3 -1/8 1 -5/8 8' -3" 3 -1/8 2 -1/8 100 0 5' -0" 3 -1/8 1 -3/8 7' -0" 3 -1/8 1-3/1. 8' -3" 3 -1/8 2 -1/4 5' -0" 3 -1/8 1 -3/8 110.0 7' -0" 3 -1/8 1 -7/8 8' -3" 3 -1/8 2 -3/8 120.0 5' -0" 3 -1/8 1 -3/8 7' -0" 3 -1/8 1 -7/8 8' -3 " 3 -1/8 2 - 1/4 5' -0" 3 -1/8 1 -3/8 130 0 7' -0" 3 -1/8 1 -7/8 8' -3" 3 -1/8 2 -1/2 06/01/99 11:58 TABLE 1 NOTES 1 ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ShUTTER SPAN POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LC AO ARE ACCEPTABLE 2- FCR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION Mn.Y BE USED TO DETERMINE ALLOWABLE SPANS APPROVED AS COMPLYING WITH THE SOUTH FL$•'IDA BUILDING CODE DAT _r5 • • BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLI OFFICE ACCEPTANCE NO. tt9 - 06 2 - 1 - 0 5 i .z 0 2d ,occ•. V :nu!! z o 0 a V 0;, MI 0 V CD : a Y,/ o 0 Y/ N oo T i t0 0' N i >1 I o • I VJ.K 4 N PROFESS.NAI 'GINEFR FL n e No PE !110' 11/6./16 , scele drawn by . AS NOTCO ' MC design by ch.CFed Dyl VAK VJK Or.V,ng no 99 -905 sneer 6 of 6 al9 ACCORDION SHUTTER SPAN SCHEDULE NEGATIVE DESIGN LOAD FOR ALL MOUNTING CONDITIONS W (PSF) L max. (FT -IN) 30.0 12 -10 35.0 12 -4 40.0 11 -11 45.0 11 -7 50.0 11 -3 55.0 11 -0 60.0 10 -9 65.0 10 -6 70.0 10-1. 72.0 10 -3 75.0 10 -2 80.0 9 -11 90.0 9-7 100.0 9 -3 110.0 9 -0 120.0 8 -8 130.0 8-4 133.0 8 -3 140.0 7 -11 150.0 7 -5 160.0 6 -11 170.0 6 -6 180.0 6 -2 190.0 5-10 200.0 5 -6 06/01/99 11:58 TABLE 1 NOTES 1 ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ShUTTER SPAN POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LC AO ARE ACCEPTABLE 2- FCR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION Mn.Y BE USED TO DETERMINE ALLOWABLE SPANS APPROVED AS COMPLYING WITH THE SOUTH FL$•'IDA BUILDING CODE DAT _r5 • • BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLI OFFICE ACCEPTANCE NO. tt9 - 06 2 - 1 - 0 5 i .z 0 2d ,occ•. V :nu!! z o 0 a V 0;, MI 0 V CD : a Y,/ o 0 Y/ N oo T i t0 0' N i >1 I o • I VJ.K 4 N PROFESS.NAI 'GINEFR FL n e No PE !110' 11/6./16 , scele drawn by . AS NOTCO ' MC design by ch.CFed Dyl VAK VJK Or.V,ng no 99 -905 sneer 6 of 6 al9 CAng# I 44N 3 7 ' v � 12 13 1� Product Opening Size W x H 3v 5a X. 3 5 PERMITTING LAYOUT SHEET H.A.G. = ® SP18 97 -0205.01 SP20 98- 0915.03 .050 BERTHA 98- 0817.16 MEGA 97-061203 RU 40MM 97-0912.05 6.8 99-0621.05 HOMESHIELD 97- 0212.08 Address I ig /�/� (A.M,i how FL 3313 SP 97-0415.04 ECONO 98- 0722.02 IMPACT 97- 0819.02 RU 63MM 97-1202.03 BERMUDA 98- 0720 -01 ® SON \ 8400 N.W. 96th St. & Miami, FI. 33166 - i (305) 884 -1128 ‘ : .CO* IS - 7 A Customer p (At y Folio # 11-3a05- 0 i . DOTO Mean Roof Height Date 6 / ae/0/ Sale� Drawn by 5o3 Chcctl of I G Total Sq.Ft. S7� FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (w) PSF MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 6' -0 (SEE NOTE 1) SPANS UP TO 8' - 8" (SEE NOTE 1) SPANS UP TO 12' -10" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 aooM _ 48.0 12 12 10 12 8 12 12 7 12 6 12 12 4 12 4 1111111111111111111111111111► - 1/4 "O WOOD LAG W/ 1 - 3/4" MIN. THREAD EMBED. SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 62.0 12 12 12 6 12 12 5 12 4 12 10 3 12 3 72.0 12 12 12 5 12 12 4 12 4 12 6 3 9 r'�' / ' i / 110.0 12 12 12 3 12 6 3 9 11 4 , 7 200.0 11 4 7 .. 11 4 - 7 11 4 7 �/ / f/-" 1111 ',1," 7/16 "0 WOOD W/ 7/8" MIN. STAINLESS STEEL MACHINE 48.0 1212 12 12 12' 12 10 10 , 10 62.0 72.0 110.0 12 12 9 1212 12 9 III III 12 9: ; 12 10 6 10 3' • 12 ; 12 8 5 6 BUSHING EMBEDMEN STEEL r 10 1. • 7 3 4 ' . /.∎ / ' ' S - , 3 SCREW 200.0 5 3 5 3 ' 5 -- 3 • ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE i 11111111111111111111111111111111 1/4 "0 ITW OR ELCO TAPCON W/ 1 -3/4" MIN. EMBEDMENT (MIN. 3,000 PSI CONCRETE) X 3/8"0 POWERS RAWL DROP -IN & 3/8 "o STAINLESS STEEL BOLT WITH 1 -9/16" MIN. EMBEDMENT (MIN. 3,000 PSI CONCRETE) 1/4"0 POWERS FASTENING CALK -IN W/ 7/8" EMBED L. 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 PSI CONCRETE) 1/4"0 ELCO CRETE FLEX W/ 1 -3/4" MIN EMBEDMENT (MIN. 3.300 P.S.I. CONCRETE) ▪ IU1111111111111111111111111M -- 1/4"0 ITW OR ELCO TAPCON W/ 1 -1/4" MIN. EMBEDMENT 1/4 "O POWERS FASTENING CALK -IN W/ 7/8" EMBED. 8 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/4"0 ELCO CRETE FLEX W/ 1 -1/6" MIN EMBEDMENT LOAD (W) PSF MAX. (SEE NOTE 1) SPANS UP TO 6' -0" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 MIN. 2' EDGE DISTANCE SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' - 10" (SEE NOTE 1) CONNECTION CONNECTION TYPE TYPE CONNECTION TYPE 1 2 3 4 5 1 2 3 4 5 1 2 3 4 MIN. 3" EDGE DISTANCE 0 SPANS UP TO SPANS UP TO 8' -8" 12' -10" (SEE NOTE 1) (SEE NOTE 1) CONNECTION CONNECTION TYPE TYPE 5 1 2 3 4 5 1 2 3 4 5 48.0 12 12 62.0 12 12 72.0 12 12 110.0 12 12 200.0 12 5 12 12 12 12 12 12 12 12 12 12 11 12 8 12 12 12 12 12 12 12 12 12 12 12 9 12 12 9 12 6 12 12 12 12 12 12 12 12 12 11 12 8 12 8 7 12 5 12 12 12 12 11 12 8 12 8 7 11 5 12 5 6 8 4 12 12 12 12 6 8 4 12 5 6 8 1. 12 5 6 8 4 12 7 8 10 12 12 12 10 6 48.0 12 12 12 12 12 12 12 10 12 8 12 12 7 12 5 12 12 12 12 62.0 12 12 11 12 9 12 12 8 12 6 12 10 5 12 4 12 12 12 12 72.0 12 12 10 12 8 12 12 7 12 5 12 7 4 10 3 12 12 12 12 110.0 12 12 6 12 5 12 6 4 9 3 12 4 3 7 3 12 12 10 12 200.0 12 4 3 7 3 12 4 3 7 3 12 4 3 7 3 12 5 6 8 12 12 12 8 4 48.0 12 12 12 12 11 12 12 10 12 7 12 12 6 12 5 12 12 12 12 12 62.0 12 12 11 12 8 12 12 7 12 5 12 8 5 10 4 12 12 12 12 10 72.0 12 12 9 12 7 12 12 6 12 5 11 5 4 7 3 12 12 12 12 9 110.0 12 12 6 12 4 10 5 4 7 3 9 3 3 5 . 12 12 8 12 5 J 200.0 9 3 3 5 9 3 3 5 9 3 3 5 10 4 4 6 3 12 12 12 12 9 12 12 8 12 6 12 12 10 12 7 12 9 6 12 4 12 12 8 12 6 12 6 5 8 4 12 5 5 8 4 10 4 4 6 3 10 4 4 6 3 10 4 4 6 3 12 12 12 12 16 12 12 12 12 16 12 12 12 12 15 12 12 12 12 14 12 12 12 12 16 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 12 12 12 12 10 12 12 12 12 10 48.0 12 12 12 12 16 12 12 12 12 16 12 12 12 12 12 12 12 12 12 16 62.0 12 12 12 12 16 12 12 12 12 14 12 12 12 12 9 12 12 12 12 16 72.0 12 12 12 12 16 12 12 12 12 12 12 12 10 12 8 12 12 12 12 16 110.0 12 12 12 12 11 12 12 10 12 7 12 9 8 12 6 12 12 12 12 16 200.0 12 9 8 12 6 12 9 8 12 6 12 9 8 12 6 12 12 12 12 10 12 12 12 12 12 12 12 11 12 8 12 12 12 12 9 12 12 9 12 6 12 12 11 12 E 12 8 7 12 5 12 8 7 11 5 12 5 6 8 4 12 5 6 8 4 12 5 6 8 4 12 12 12 12 12 12 12 12 12 11 12 12 12 12 12 12 12 11 12 8 12 12 12 12 10 12 10 10 12 7 12 9 10 12 7 12 7 8 10 6 12 7 8 10 6 12 7 8 10 6 11 11 6 11 4 7 7 4 7 3j 9 9 5 9 3 6 3 3 5 7 7 4 7 3 5 3 3 5 , 3 3 . 4 4 - 4 • 12 12 9 12 6 11 11 6 11 4 12 12 7 12 5 8 5 4 7 3 11 11 6 11 4 7 3 4 5 7 3 4 4 • 6 • 6 3 3 /. 6 3 12 12 11 12 8 12 J 12 7 3 3 12 5 12 12 8 12 6 12 7 5 10 4 12 12 7 12 5 10 5 5 7 3 10 4 4 6 3 8 3 4 5 3 8 3 4 5 3 8 3 4 5 3 48.0 12 12 8 12 5 10 10 5 10 3 7 7 3 7 12 12 9 12 6 62.0 11 11 6 11 4 8 8 4 8 3 5 3 4 12 12 7 12 5 72.0 10 10 5 10 3 7 7 3 7 4 3 11 11 6 11 4 110.0 6 6 3 6 • 4 , e • 3 3 200.0 i i i i , 3 _ 3 48.0 12 12 8 12 6 12 12 6 12 4 9 9 4 9 3 12 12 12 12 9 62 0 12 12 6 12 5 10 10 4 10 3 7 4 3 5 72.0 12 12 5 12 4 9 9 4 9 . 6 • 3 • 5 110.0 8 8 3 8 _- 5 200.0 5 62.0 12 12 72 0 12 12 110.0 12 12 200.0 8 3 5 '. 5 7 7 4 7 4 12 12 10 12 7 4 ' 12 12 9 12 6 48 0 12 12 12 12 11 12 12 11 12 7 12 12 7 12 5 12 12 10 10 5 10 4 6 . H 3 12 12 12 12 8 12 12 8 12 6 11 7 5 9 4 12 12 12 12 10 12 7 12 12 7 12 5 9 4 4 6 3 12 12 10 12 6 12 4 9 4 4 6 3 8 3 4 4 12 12 4 4 8 3 4 4 8 3 4 4 8 3 • 11 9 7 7 12 5 4 5 3 06/01799 11:58 ANCHOR NOTES: SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2 ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3 EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO 6 WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES 7 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8 MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9 . DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10 ' DESIGNATES ANCHOR CONDITIONS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT 2 x S 0 HEADER /SILL OR t / , 0/0 COMBINATION S SCALE 3" = 1' -0" NOTE "S" INDICATES ANCHOR SCHEDULE SPACING DIAGRAN�.�OR CONNECTION TYPE 1 W/ PIECE (2) AND TYPE 3 OUTSIDE ANCHO S ON PIECE APPROVED AS COMPLYING W;TH 1!.: SOUTF, FLORDA B ILOING CODE DAT / S ' 1R. 1� SPACING BY /k 1 PRODUCT CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.91 -06 0 c ' 2 • .i1 • 0 0 S E ,, a .o ' ' O I > ' I c I >. - - t •,. 11 'L _ (/); J,1 2 " ' , to l V.J. KIE PROFES • JY CAREER FL Li PE 0 e N7 83 dr•viny no. Li z 51 0 s 0 O N co O> _51999 12/06/91 .c.. dr•-' by AS NOM(O 'design by Ich.ck.d Dy1 Vi( • V .1K 99 -905 •h••■ 5 of 6 HOLLOW CONCRETE BLOCK * BEAM SCHEDULE DESCRIPTION SHUTTER SPAN BOTTOM BEAM TOP BEAM 2 .. x 5.. S. -0" 9' -S " 9. -0" Tw = 125" 8' -0" 8' -1" 8' -0" Tf = .125" 10' -3" 7' -4 7 -4" 2" z 7" 5 -0" 11' -4' 8' -S" 8' -0" 9 -8 " 7' -6" Tw = .072 Tf = . 130 10' -3" 8' -9" 7' -0" 2 ., x 9 .. S' -0" 15' -S" 9' -4.. Tw = .072" 8' -0" 13' -2" 8' -4" Tf = .224 10' -3» 11' -11" 7' -9" } (!6') 1 01 /99 11: EXISTING f: 1T4- fD CALK -IN ANCHORS W/ 7/8" MIN.' EMBEDMENT IN CONCRETE ` OR BLOCK (SEE NOTE 01 THIS PG. FOR NUMBER OF ANCHORS REQ'D.) - in 0 '6-- GLASS OR DOOR - N - 0 w O m 0 a 1/4 -0 RAWL CALK -IN ANCHORS W/ 7/8" MIN. EMBEDMENT IN CONCRETE OR BLOCK (SEE NOTE 01 THIS PG. FOR NUMBER OE - -- ANCHORS REQ'D.) - - ---- EXISTING STRUCTURE -- EMBED;-. AL1 41€G'OIRECTION - SEE NOTE 01, THIS •' PAGE FOR ANGLE SIZE AND ANCHORS REQ'D • ICI • i r7 -11TR PP i �� SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS PAGE 6 Tf -THREE 1/4 "0 THRU BOLTS • O Tw -Tw " NOTE 01. THIS PAGE FOR ANGLE SIZE AND ANCHORS REQ'D - - ALT. LEG DIRECTION (MAX. DESIGN LOAD = z 72 P S F ) - ACCESS HOLE 1/4 - • = a l7 w w J CO Q' Cr w a1 1- w� Or = m ✓1 e, x Q II O % • v - -- —+ V) 1/4" MAX. Tf -- ALUM BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & MAX HORIZONTAL SPANS) - 1/4 -20 MACHINE BOLT W/ NUT OR t#14 x 3/4" SMS (a112 "0C - ACCESS HOLE © BUILD —OUT MOUNT SECTION SCALE 3"= 1'- 0"' EXISTING STRUCTURE -- - • EXISTING FINISH MATERIAL - - -- PVT 11 I CUT IN 2" TO 3- INTERVALS T O FOR CURVE (SEE DETAIL L FOR WELDING INFO). TYP. TOP & BOTTOM. - FASTENER (al EACH 2" TO 3 " CUT SEE ANCHOR SCHEDULE B ASED ON CONNECTION "TYPE 3" TO VERIFY ANCHOR SPACING IS ACCEPTABLE EXISTING FINISH MATERIAL— V z Q 0 w w EXISTING STRUCTURE - EQ E ' NOTE CEILING HEADER I\ OR BOTTOM AS Fl O CURVED TRACK DETAIL SCALE 3" = 1' -0 "" 1/4 - 20 MACHINE BOLT W/ NUT OR #14 x 3/4'" SMS (a) 12" O.C. ALUM BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & MAX HORIZONTAL SPANS) • E z Q J 0 m z • z Q o: X Z o O • _ CC w F w O I- CO z z w = F - N w w ZJ 1- op - 00 • CC w = (D= N vu v V) X Q Z Q w Z NN lL�' MAX• 1/4 -20 MACHINE BOLT W/ NUT @2"0C 11 CUT AT INTERVALS T ORM CURVE (SEE DETAIL LL FOR WELDING INFO) -- FASTENER AT EACH 2" TO 3" PIECE SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 1" TO VERIFY ANCHOR SPACING IS ACCEPTABLE MAY BE USED TOP LD CONDITIONS REQUIRE. * USE BEAM SCHEDULE FOR DETAIL (9). MIN SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE 2 PAGE 6) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION W/ OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS NOTE 01: 2" x 3" x 1/4" 6063 -T6 ALUM. ANGLE TOP & BOTTOM. FOR 2" x 5" & 2" x 7 BEAM, USE THREE 1/4"0 RAWL CALK -IN ANCHORS (al 3" 0.0 IN EACH ANGLE AND USE 8" LONG ANGLES FOR 2" x 9" BEAM, USE FOUR 1/4 CALK -IN ANCHORS (al 3" 0.0 IN EACH ANGLE AND USE 11" LONG ANGLES FULL LENGTH INSIDE EXCEPT AT - NOTCHES - FASTENER, SEE DETAIL K (al EVERY 2" TO 3 PIECE - � UT LINE (SEE DETAIL L FOR INFO ), TYP GLASS OR DOOR TSSEM(137Y AND #14 x 1/2 SMS OR 3/16 "0 ALUM. POP RIVETS (ED 6" 0.C. — NI -r NI q 0 PROVIDE MITER CUTS IN ANGLE TO MATCH TRACK CURVATURE * CEILING HEADER %N1 /IVII/MI/I %N % ••∎∎••••• NN/Y -M E CURVED TRACK PLAN VIEW N.T.S. CEILING HEADER (SEE NOTE BELOW) *— 7 BU ILO - A SCALE : 3"= 1'- 0" = CEILING HEADER Q (SEE DETAIL L FOR WELDING INFO Q 2 @ TRACK * NOTE WHEN CEILING HEADER IS USED IN A BOTTOM MOUNTING CONDITION. WELDING LOCATIONS ARE THE SAME. (USE ER4093 FILLER ALLOY FOR ALL WELDING O WELDING DETAILS SCALE 3 = 1' -0"" OI PASS THRU DETAIL 0 11 2" x 4 "" x 1/8" CONT 3/4" PLYWOOD ALUM. TUBE (6063 -T6) -- -1/4 POWERS RAWL CALK -IN @ 6" 0.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 LAG SCREW (al 6" 0.C. W/ 1 -1/2" MIN. EMB IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 1/2 "O THRU BOLT (al 12" O.0 — 1/4 "O POWERS RAWL CALK -IN (al 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW ^ I 24" O.C. W/ 1 -1/2- MIN EMB IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0 55 OR GREATER -- 2" x 2" x 1/8" CONT ALUM ANGLE 6063 -T6 (MAX DESIGN LOAD ± 72 PSF) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT + ► ' r. — BY PRODUCT CI ' ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO G{ � ZI ' 0 S - MAX. 1/8" TILE FINISH MATERIAL W N o 'n 0 F 4 < .o V.J. KITE PROFESSIO. L E WEER FL Li PE 3 Dewing no No 919 uio•n•' ac. • • Or•wn by AS NOTED - NC IO.•Ign by {cn•ck•0 byl V.K ., VIK 99 -905 sneer 1. of 6 EASTERN METAL SUPPLY, INC. QUALITY SHAPES IN ALUMINUM - SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Dear Building Official: We are the Dade County Notice of Acceptance holder for the .050" Bertha Rolled Aluminum Storm Panels under number 00- 0602.04 This letter authorizes Bertha Rolled Aluminum Storm Panels approved under number 00- 0602.04 at the following job: Sincerely, • P! • # ✓ C ice $uschmann . - ticrear /Treasurer -E` teen -Metal Supply, Inc. 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. FLORIDA 3600 23rd Ave. South Lake Worth, FL 33461 800 432 2204 Fax 561 588 4780 u , 1 5 NE S 5,d)r ( to use our .050" NORTH CAROLINA 2925 Stewart Creek Blvd. Charlotte, NC 28216 800 343 8164 Fax 704 391 2267 www.easternmetal.com or Greg Weekes Vice President Eastern Metal Supply, Inc. TEXAS 9400 Teige Road Houston, TX 77095 800 996 6061 Fax 281 656 2297 C4 0 7 --e-/ , Missouri' 4760 Earth City Expressway Earth City, MO 63045 888 822 6061 Fax 314 344 3349 emsfl @worldnet.att.net • MIAMI-DADE BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Eastern Metal Supply, Inc. 3600 23rd Ave., South Lake Worth FL 33461 Your application for Product Approval of: 0.050" Bertha Aluminum Storm Pane/ Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0602.04 Expires:08 /07/2003 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division TI-IIS IS THE COVERSI-IEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved:08 /17/2000 Internet mail address: postmaster ©buildingcodeonline.com LIPM. rancisco '. Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Eastern Metal Supply, Inc. ACCEPTANCE No. : APPROVED EXPIRES • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 00- 0602.04 AUG 1 7 2000 08/07/2003 1. SCOPE This renews the Notice of Acceptance No. 98- 0817.16, which was issued on October 8, 1998. It approves an Aluminum Storm Panel Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This Aluminum Storm Panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -172, titled " 0.050" Bertha Storm Panel ", prepared by Tilteco, Inc., dated July 7, 1998, last revision #1 dated July 7, 1998, sheets 1 through 8 of 8, signed and sealed by Walter A. Tillit Jr., P.E., bearing the Miami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance numbers and approval dates by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This Aluminum Storm Panel Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING • Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved'. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. /7 il Helmy . akar, P.E. - Product Control Examiner Product Control Division 2 of • EMBED t • 06/01/99 11:57 11SEE TABLE GLASS 2 FOR MIN. OR DOOR EPARATIO FROM GLASS L' 11 '(II�III I I1III1LO GLA SS OR DOOR FASTENER, SEE ANCHOR SCHEDULE BASED ON J 7-, CONNECTION "TYPE 1" • y' -- EXISTING STRUCTURE 0 0 w ---FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 2" 1/4" MAX. 1/4" MAX. 9" O.0 - FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION `TYPE 2" - EXISTING STRUCTURE O WALL MOUNT SECTION SCALE 3•'= 1'- 0" FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 4" EXISTING / STRUCTURE FASTENER, SEE ANCHOR- CONNECTION 'TYPE 1' �r c' N -1/21/2" „ SCHEDULE BASED ON .' III i O W � �. • SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS !- 5” MAX. 11- W •- t7 w ` 0 GLASS OR DOOR - -- S S. MACHINE & NUT (al N ` N 3" x 3" x 1/4" CONT 6063 -T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) -- FASTENER. SEE ANCHOR EXISTING . SCHEDULE BASED ON STRUCTURE EMBED. CONNECTION TYPE 4' ® BUILD OUT MOUNT SECTION SCALE 3"= 1'- 0" 1/4 -20 MACHINE BOLT W/ NUT OR #14 SMS (al 12" 0 C (TYP. TOP & BOTTOM) 1/4 " MAX 1/4 MAX 11 CONT (TYP ) TOP & BOTTOM EMBED SEE TABLE 2 FOR MIN SEPARATION FROM GLASS EXISTING CONCRETE — EXISTING OR BLOCK ONLY. STRUCTURE WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE - EQ- EQ .•; ' FASTENER. SEE ANCHOR SCHED'LE BASED ON CONNECTION 'TYPE 5' STAGGER SPACING WALL MOUNT SECTION SCALE 3 "= 1'- 0" GLASS OR DOOR - - -- EXISTING STRUCTURE — FASTENER. SEE ANCHOR SCHED. BASED ON CONNECTION 'TYPE 1" STAGGER SPACING. SEE SPACING DIAGRAM ON ANCHOR SCHED. • X z ,._E► EID„ PLYWOOD & STUCCO FINISH — 1/4" MAX. - -4 1/4" MAX. SEE TABLE 2 FOR MIN. - SEPARATION FROM GLASS / 2" cr W - c ILJ 4-1 �� I- N . i0 y) W w _ = z J N� O,nQ X W °Z 4 J 0 E w 4 - 1" x 4" x .125" 6063 -T6 ALUM. TUBE NOTE THIS DETAIL MAY BE USED AT TOP MAX. DESIGN LOAD = 72 PSF j 1/4" MAX. X� O WALL MOUNT SECTION SCALE 3"= 1'- 0" EXISTING CONCRETE OR BLOCK ONLY. W000 FRAMING & WOOD ANCHORS NOT ACCEPTABLE - A .' EDGE DIST GLASS OR DOOR -- #12 x 1/2" SMS @ 12" 0.C. OR 3/16 "O ALUM. POP RIVETS @ 6" O.C. -- O5 and ASSEMBLY 1/2'= SEE TABLE 2 FOR MIN. EPARATIO ot W UJ d1 ; E . • EXISTING WOOD ,r TRUSS OR RAFTER @ 24" MAX. O.C. - -= • EXISTING FINISH MATERIAL • 1" x 4" x 1/8" 6063 -T6 ALU TUBE W/ THREE -1/ W000 LAG SCREWS W/ 2 -3/4" MIN. PENETRATION IN W000 © EACH RAFTER OF TRUSS, 24" O C MAX. 1/4 -20 S.S. MACHINE SCREW @ 12" O.C. W/ 1/2 "0 ACCESS HOLE ON TWO 1/4"0 S.S. LAG SCREWS BACKSIDE OF TUBE OR (al 24" 0.C. MAX. W/ 2» #14 SMS @ 12" O.C. MAX. PENETRATION IN CENTER OF STUDS #14 SMS @ MIDSPAN BETWEEN STUDS FOR TRACK TO 1" x 4" TUBE CONNECTION (MAX DESIGN LOAD r 72 PSF) TRUSS MOUNT SECTION SCALE : 3 "= 1'- 0" FASTENER SEE ANCHOR SCHEDULE BASED ON CONNECTION 'TYPE 3" OO 1'2; 3'_ _ 1442" -1/2' -1/2 1/4" MAX #cc 0_ I 1 W J F W • DD _ •tn I J V1 F — CO 4 XZ OZ/- : � 4 2 J °a . yin _ 4 1/4" MAX. - #12 x 1/2" SMS @ 12" 0.0 OR 3/16 "0 ALUM. POP RIVETS @ 6• "O.C. FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION 'TYPE 3' EDGE DIST. -/ ALT. FASTENER LOCATION. STAGGER SPACING, SEE SEE ANCHOR SCHEDULE PA DIAGRAM N D AM A BASED ON CONNECTION ANCHOR OR SCHEDULE "TYPE 3" -FRONT AND BACK ANCHORS NOT REQUIRED W/ THIS LOCATION CEILING/INSIDE MOUNT SECTION SCALE : 3 "= 1'- 0 z 4 s z -- S E TUBE EXTENDS BEYOND LAST TRUSS, EXTEND TUBE TO NEXT TRUS 1/4" MAX. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT I • ..' • BY if�� ,�i • /i .,;$ PRODUCT CV ROL DIV!SION BUILDING CODE COMPU�NCE OFFICE ACCEPTANCE NO.11 - • b7 U z - pp co F N w ` ~ • r 0 O 8 O s co l» Q Q W •C = o o _ r > w N w z d 0 1 m ° I • us T a I T I < • ' o U. N J r- Cr LI on O - In , of N Q o i W ■ < r T w. • LL _ z: > W • : Yi O; > n < a 8• Q P LL PI a m A! f- 3' w 0 m L7 o K N E '0 , o: d E 3 ' FL LI PE 0 e Nu 83 0 1:::>! Di Li 1 V J. K!! H VROFESSIONA ` NGINEER 0 to co a) O m 0 9 1 a /dw• i.c•I• dr•n by i AS NOTED'; 'K. 'design by cn•cked b I '. yr M vs( dr•eIny no. 99 -905 .n•• 3 Of 6 Eastern Metal Supply, Inc. ACCEPTANCE No.: 00- 0602.04 APPROVED : AUG 1 7 2000 EXPIRES 08/07/2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF T}IIS ACCEPTANCE 3 of 3 Hehny A. akar, P.E. - Product Control Examiner Product Control Division MINIMUM SEPARATION RE00. FROM GLASS FOR INSTALLATIONS ABOVE 30 FT. OF GRADE DUE 10 WIND LOAD FOR INSTALLATIONS UP10 30 FT. OF GRADE OUE 10 LARGE MISSILE IMPACT OVERALL DEFLECTION + I" 3 I / ,.,DIE: NO PART OF SHUTTER SHALL BE UHOER xi ABOVE GRADE TO WANE LARGE UISStLE IMPACT REOVIREMEM. jH., °TER WIDTH = jw = 1 N NO CF STORM BARS USED = N = SPAN CONDITION = N+ 1 = SPAN CONDITION = N+ 1 = 60x HEIGHT = BOxh = N. SHUTTER HEIGHT = Sh = IN. TRACK WIDTH = Tw = IN BOx HEIGHT = BOXh = IN. STEP STORM BAR HEIGHT = 8L = SH -BOXh = IN. SLAT TRACK WIDTH = Tw = IN. SLAT SPAN = Ls = (Sw - 2 • T:v` 1 + 1) FROM GRAPHS CHECK SLAT SPAN F=R DESIGN LOAD AND SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE STEP 2 SLAT 1 SLAT SPAN = Ls = (Sw - 2 • Tw) /(N + 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD AND SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2'. AND STRESSES LESS THAN ALLOWABLE 2 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN = R1 DEFLECTION OF SLAT = D 1 = K • R 1 FROM GRAPHS SELECT STORM BAR F;,R ABOVE SHUTTER. WIDTH. SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE TRY STORM BAR SIZE : . . STORm BAR 3 FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUTTER WIDTH. SHUTTER HEIGHT. DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE TRY STORM BAR SIZE : 4 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE STORM BAR = R2 DEFLECTION OF STORM BAR = Db = K • R2 EFFECT ON SLATS = 02 = Db /2 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER WIDTH. SHUTTER HEIGHT. DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE. TRY HEADER SIZE: HEADER (IF THERE IS NO HEADER SKIP STEPS 5 & 5.) 5 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER WIDTH. SHUTTER HEIGHT. DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2". AND STRESSES LESS THAN ALLOWABLE. TRY HEADER SIZE: 6 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE HEADER = R3 DEFLECTION OF HEADER = Dh = K • R3 EFFECT ON SLATS = 03 = Dh /4 TOTAL DEFLECTION = 0 = 01 +D2+D3 IN. 7 TOTAL DEFLECTION = D = D1+02+D3 IN. ■ . Ls /30 SHUTTER WIDTH = 'Sw = 1 NO OF STORM BARS I!SED = N = SPAN CONDITION = N+ 1 = SHUTTER HEIGHT = Sh = ICI. 60x HEIGHT = BOxh = N. STORM BAR HEIGHT = BL = SH -BOXh = !N. TRACK WIDTH = Tw = IN STEP SLAT 1 SLAT SPAN = Ls = (Sw - 2 • T:v` 1 + 1) FROM GRAPHS CHECK SLAT SPAN F=R DESIGN LOAD AND SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE 2 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN = R1 DEFLECTION OF SLAT = 01 = K • RI STOP,M PAR 3 FROM GRAPHS SELECT STORM BAR F;,R ABOVE SHUTTER. WIDTH. SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE TRY STORM BAR SIZE : . . 4 FROM DEFLECTION GRAPH FOR 10 NSF READING FOR ABOVE STORM BAR = =2 DEFLECTION OF STORM BAR = Dt = K • R2 EFFECT ON SLATS = 02 = Db /2 HEADER in FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER WIDTH. SHUTTER HEIGHT. DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE. TRY HEADER SIZE: 6 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE HEADER = P3 DEFLECTION OF HEADER = Dh = Y • P3 EFFECT ON SLATS = D3 = Dh /4 7 TOTAL DEFLECTION = 0 = 01 +D2+D3 IN. Ls /30 - 35 OE 3IC.r•I L' 'AO = °! _ u. i.':p:+ER FACTOR = w = pd/10 = NOTES: OSF POSITIVE LOAD I _ IF FOR NEGATIVE LOAD 0 > Ls /30 OR IF FOR POSITIVE LOAD 0 > Ls /30 OR 2 ". REPEAT ABOVE CALCULATIONS WITH LARGER STORM BARS AND OR LARGER HEADER. 2. DIFFERENT SIZE STORM BARS /HEADERS MAY BE USED FOR POSITIVE AND NEGATIVE LOADS. 3. USE ADDITIONAL CALCULATION SHEETS FOR DIFFERENT SHUTTERS ON THE SAME J08. ROLL SHUTT R OVERALL DEF CTION CALCULATION SH ET 'SCE -3 �.E'•IGN = = uIJL TIPL ;ER FAI. T.)R = K = O.1, '• % = C)cF NEGATIVE LOAD En4r: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 APPROVED AS COMPLYING WTH THE SOUTH / ALO��I�� BUILDING CODE b DATF& 4 2 10/ Y PRODUCT CONTROL DIV!:S'ON LDING CODE COMPLIANCE OFFICE ACCEPTANCE NO ( 'O J1 c O 0 0 t` 9D V M Y 00 r. • ! 0 I J t1 t ' CC 0 tL 5 x• 0 a a a v 0 drowingzi, no. 97 29 S hoe( 1 7 OI 1 7 ! CORPORATION CIRCLE MYERS, FL.. 33905 ROLSAFE + .Y•�- .r.- c'aay.,a•t..,w•" ..a•.:a,.• bias..',. ..�.., :- ..,.s.:.r :............. ... • c � •a W D 0 u •Y IL) r a_ W 0 cn m cL La Ina �m m 2 •; r:3Rrl BAR - two SPANS 6o 70 00 90 100 110 120 130 '3HuTTER WIDTH - IN - TWO 3PAN9 2 x 6 STORM BAR - THREE SPANS milmorummimmus III OE 1 IPIlin _ . ._ ,�■ ■ -1 �mm m aim tt`i -■ I. 1.1 7 M �.■�. . a��MMMTNffir. MIM EWER ��i=mm i •� ■ ■ ■ ■� 2x6 -7 90 100 110 120 130 140 162 160 5111.11 TER WIDTH - IN - THREE •SPANS v 2 zr 19 THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE m •0 Z SI 19 Lo 6 STOPI -I BAP - 'WO SPANS 60 70 90 90 100 110 128 130 SHUTTER WIOTH - IN - TwO 9PAN9 2 S TORM BAR - THREE SPANS ■■ ill iiiuiii IIIIII OIEMOMMOMill I �� rte El . ;I MI Oa IN MN 2x6 - 30 OEFL. AT 10 P5F 110 120 130 tae ICO ILO 90 100 SHUTTER 41OTH - IN. - THREE Sr.ANZ AR HT. 2 • 6 - ' 0PM BAR - -1a_ •t.IT -.1 STEEL STIFF ▪ ■IIM■■M■■11113111111111 r 3111■1MENm amen._ 11■11■\11111111\1 ■ ■�I`' NINEWIRMIN S am■om.um■ ■am■ crib MilraIMc 1MINIM\OIM ■ " .1.1I∎IMEIN INVa. u m o■\NMMOMMMIWNM in "" ■ \SORA1M■\EN■ffin o • 61 MINOMMIC 511.111161 O 2x6-2g .. • --. ... ... 1111. .. 60 70 90 90 100 110 120 130 STUTTER WIOTH - IN - Tw0 3PAN9 N 7 2 x 6 STORM BAR - THREE SPANS w17H 5TEEL STIFFNER 90 100 110 120 130 148 1S3 1c0 STUTTER 14I0TH - IN. - THRCC SPAN z In z n W0 J 2 K 6 ST1JPFi BAF • 1w0 SP.1Nc:, u1 WITH STEEL 3 2`c6.20S OCCL ar 18 =5= 60 70 20 90 100 113 SrriJTTER WIOTH - IN - Tw0 APPROVED AS COMPLYING WITH THE SOUTH FL I IDA BU!LDIHG CODE _ 199 BY DAT PRODUCT CONTROL DNS 04 BUILDING CODE CC OFFICE ACCEPTANCE NO. _1 SS'r95/3 120 130 9PAN9 2 K 6 STORM BAR - THREE SPANS WITH STEEL STIFFNER Z'<6 CE ?L. Al 10 P5F 90 130 110 120 130 SHUTTER wlorH - IN. 1HREC SPANS TWO SPANS .1' 1 1 1 I I I I I I I I I I 1 1 1 1 I 1 1 1 1 i 1 1 1 I I 1 I 1 I I I I I 4 I— z Z W c Q K1 I 1 l y • C4 7 5 • ' O W a a U Of Z W M o -J a v [sa w In L- . " In J Q 1— w LJ c 0 y 0 1 0 1 W IL Q In J 0 tf) to 0 •x) 1— 0 0 0 a a 61 • 0 J W c ) n J 0 a u v 0 v 0 ,c drowing no. 97 -29 (sheet 1 of 17 ` , 3 ;63 SUPPORT • rw0 SPANS 1u12.43-2 WMOMMIN MUMMEMMIlk M \MM\ ■MM\ ,.'_M'` ■,Mbh. ■mans-wata -m._ MEMORMAC 60 7121 20 90 100 110 120 130 SPUTTER NLOTM - IN - TWO 9PAN5 2 x 3 TOP SUPPOPT - TugCE SPANS 12x3 -3 mwasimummk 90 100 110 120 130 14a 1C0 11.0 SPUTTER HIOTM - IN- - 1MR[C SPANS m � m z O U N W J W 0 u1 2 ID is m N 2 x 3 TOP SUPPORT- TUCIEE SPANS is 3 TOP SUPPORT - TWO SPatl'3 60 70 20 90 100 110 120 130 SHUTTER WIOTP - IN - TWO 9PAN5 THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT SEE SKETCH FOR REFERENCE 112X3 -30 OCFI. AT 10 PSC 90 100 118 120 130 140 1S0 11.0 SPUTTER HIOTM - IN. - TMRCC SPANS T. r d ^ 1111M1'aRu UMNINIMMEAMMintm _,UM■M.E_, EME_ MWEIMM_\E_E\ME■ UMNAMMERAMEMME IMMUMWEEMEMEMM MaMMU_\_M \_A\ mmonmammmimmom MINEMMILIMMMEMEM WINIMM„M■,_,TI■ \Aq\_\\\EMNM OOM■,■`M M.■ MOMORWAINMWISME __\m\mm\\m\s\\ ■...sm....-•.._ MIIIMMERSSMSEMME MMIIIMMOMNMS MEMEMEME MUM N SUPPOPT - T wL • ;P-1■6 60 7 0 B0 90 100 110 120 130 SrtiTT_? RIOT, - IN - TNO SPANS 2 x 4 'DP SLJPOOPT - TupEE SPANS N '-2XL -3 90 100 110 170 130 140 1G0 11.0 SPUTTER NIOTP - IN. - TMRCC SPANS z N >9 ID N 2 - 1 TOP SUPPCPT - T_RCE 19 m 7 m SPWIS 1w2.1 4-20 OCrL Ar 10 I � 60 70 B0 90 SPUTTER. - IN - TNQ 9PAN5' APPROVED AS COMPLYING YiiTH THE SOUTH FLO DA BUILDING CCDE • DAT :�� ..Z PRODUCT NTRO: D1V:S ON BUILDING CODE COMPLIAr�' E OFFIC ACCEPTANCE NO. _ tic.-!9 5, •0 , 100 ilO 120 130 SPANS 90 100 110 170 130 140 1G0 11.0 ] PUTTER NIOTM - IN. - TMRCC 9PAN9 PNO SPANS THREE SPANS w INIE 1 STORM BAR Z z J a f O: 0 I.1 TOP I cr oo 0 0 w J 0 0 z 0 1--- a 0 0 0 0 : 3 - 3 I 0 ,1 c 0 a u I ro J ) rp 1 no. ) 97 -29 j (sheet 11 of 17) 2 4 STORM 8. TwO SPC.t-1S NM& 1 M 'EM ,■ ■■, iII,lI` ■u -- --'- ■'M '`■„_ SWENMEMES maimmilomica A GO 70 20 90 100 110 - 120 130 SHUTTER WLOTH - IN - TWO SPANS 2 x 4 STORM BAP - THREE SPANS 2X4 - 90 100 110 120 130 148 168 160 SHUTTER NIOTM - IN. - THREE SPANS a Z V , 2 . 1 STORM BAP. - TWO SPANS ls: • • • 60 70 20 90 100 118 120 130 SHUTTER WIOTH - IN - TWO PAN N 2 x 4 STORM BAR - TLQEE SPANS 2X4 -70 OEI=L. AT 10 PSC 96" is 90 180 110 122 130 148 1S0 160 SHUTTER NIOTH - IN. THREE SPANS N THE 'CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE q m N d ^ `0 ct to b a� u is N o.0 R T. v q 2 x 4 S TQPt - t BAP - 1 W(] SPai IS WITH STEEL StIFFNEP. - 0 2)(A-2g 60 70 80 90 100 110 120 130 SHUTTER wIOTM - EN - IWO SPANS 2 x 4 STOI:M 2AP - THREE SPANS WITH STEEL STIFFNERS le momm■. ■��■■ mirracs - ' —m � \— mm MEMOOMM EMORIMM a E -MTI. 1 2 X Tir11111i, r 90 100 110 120 138 148 1S0 160 SMUTTCR HIOTM - IN. • THREE SPANS Z - i In Z m 2 . 1 S TQP.FI BAi- - SPANS O w: STEEL S!i=FNEF: • Z ±7E=L r 10 'Sl• in 'D 60 70 80 90 100 118 SHUTTER WIOTM - IN - TWO APPROVED AS COMPLYING WITH THE SOUTH LO ID: BUILDING CODE T- � _19 BY I I I 120 130 9PAN9 PRODUCT CONTROL D:V.S ON BUILDING CODE i cOMPL.ANCE OFFICE ACCEPTANCE NO. II 16(3 -0 i 2 1 STORM BAR - THREE SPANS r WITH STEEL STIFFNER 2) 4 -20S OCIL. Al 10 PS[' • • go 180 110 120 130 148 1G2 160 SHUTTER NIOrM - IN. - THREE SPANS TWO SPANS A •11 d '44) I c O a► v O 0 c w s 0 0 0 •D c growing no. 97 -29 (sheet 15 of 1 7 ) X41±. ^- J ;t?2 "•S'vC.i'i�TOIfrK'a J.� + ... ..•.� • 00031_C TPACt. rNULLIOr' - SINGLE SPAMI .,,_• -• S•EEL 1,..7.E. •:2• -4.2 - 2-L/2' ---_' MEM MO= MI NIMIIIII - NMI MN NMI Ell IN 111111•111111■ az all MI IIIII MI MINI MI INIIIIIIIIIMM■ a- ��i L . 111 -- '\ CJ") v IIMIIIMIIIIIIHEN I•NIE z o t3, MOM 111111M5 45 111111- 41 NOM MIIIIMMIIIIIIIIIIII IMIIMIMIIIIIIIIIIIIIIMMI szi 61 r1 r (22 N1S -C -2L 30 40 G0 60 SHUTTER WIOTri - IN - 1LNGLE SPANS MULLION SHUTTER WIDTH SHUTTER WIDTH SINGLE SPANS 70 90 90 DOUBLE TRACK MULLION - SINGLE SPAN NIT.. STEEL INSERT C3)- -1/2• M1S -C -3I omm,-mom NMI MIME ISE MI MI MI Ilalaa Min im —111111=`_ MINIM ER HT MO Ell RIM —■11111111 ■•- \ _I _ -- "INII11111102111 _ _MAIIIIII■ IMES 30 4 S0 L 70 90 90 SHUTTER WIDTH - IN - SINGLE SPANS 02 CV m CV e--1 OD .0 C2 \'I 111M1111111111 111 =WWI= 111:13i11111111111111 wow iftfirati LIPPOINfara 101 1.1:2 _ �� 60 70 20 90 STORM matisammumatummini .-IIII`---•■-• MimissMUNiiMinmial EN MI ■111121lireaMINNI MIN= NM "ON r��N –MEI MB �� nom rim =913 m MN nun woom0011111 DOUBLE TP t.C> I _' L ION - Twt; P:.r4 .CT. STEEL 1 .SEA• .e' - -1 -r - 2 - 1 2 51iuTTER W - IN - TWO SPANS 0 MULLION STORM BAR f SHUTTER wIDTH SHUTTER wIDTH TWO SPANS DOUBLE TRACK MULLION - TWO SPAN WIT.. STEEL INSERT C3) -1/2' 2 -L /2' 60 70 00 90 9i TER W LO TH - IN I m2 -C- 2I 100 110 120 o I 100 110 120 - TwO SPANS d m ti co 1-EEL ZNSER' '2 90 100 110 120 130 140 190 5r1UTTER WIDT11 - IN. - Tr1REE SPANS SHUTTER w1OTH - THPEE SP 2 . 2 -1 /2' THREE SPANS DOUBLE TRACK MULLION - THREE SPAN 5T INSERT (3) -1 /E .. 2 -1/2 4 1 90 100 110 120 130 140 190 SHUTTER wIOTH - IN. - THREE SPANS SHUTTER wIDTH APPROVED AS COMPLYING WITH THE SOUTHk0 1 BWIDING CODE re d DATEf/_,! Z. 19 BY PRODUCT COiTNOI DIV:S ON BUILDING CODE A COMPLIANCE OFFICE ACCEPTANCE NO J - P513 -o Engr: OR. HUI FAR000 STRUCTURES FLA. PE / 16557 0 J Q 0 CC W 1-- H W J 0 z 0 cc W 0 ti a (n 0 J v uo 0 rn r1 412' I ( C 0 C 0 N o 0 0 81 r—, i ( ) drawing no. 97 -29 sheet 10 17) .7. 694-5400 FAX.(813) 694-8000 1 ,-rj - C 2 L i 0l -„.....„........st......i.,. 1 4' Q '� � Iffill■- ' lititiltillfaral Iiiii■ 9 - �I- X41±. ^- J ;t?2 "•S'vC.i'i�TOIfrK'a J.� + ... ..•.� • 00031_C TPACt. rNULLIOr' - SINGLE SPAMI .,,_• -• S•EEL 1,..7.E. •:2• -4.2 - 2-L/2' ---_' MEM MO= MI NIMIIIII - NMI MN NMI Ell IN 111111•111111■ az all MI IIIII MI MINI MI INIIIIIIIIIMM■ a- ��i L . 111 -- '\ CJ") v IIMIIIMIIIIIIHEN I•NIE z o t3, MOM 111111M5 45 111111- 41 NOM MIIIIMMIIIIIIIIIIII IMIIMIMIIIIIIIIIIIIIIMMI szi 61 r1 r (22 N1S -C -2L 30 40 G0 60 SHUTTER WIOTri - IN - 1LNGLE SPANS MULLION SHUTTER WIDTH SHUTTER WIDTH SINGLE SPANS 70 90 90 DOUBLE TRACK MULLION - SINGLE SPAN NIT.. STEEL INSERT C3)- -1/2• M1S -C -3I omm,-mom NMI MIME ISE MI MI MI Ilalaa Min im —111111=`_ MINIM ER HT MO Ell RIM —■11111111 ■•- \ _I _ -- "INII11111102111 _ _MAIIIIII■ IMES 30 4 S0 L 70 90 90 SHUTTER WIDTH - IN - SINGLE SPANS 02 CV m CV e--1 OD .0 C2 \'I 111M1111111111 111 =WWI= 111:13i11111111111111 wow iftfirati LIPPOINfara 101 1.1:2 _ �� 60 70 20 90 STORM matisammumatummini .-IIII`---•■-• MimissMUNiiMinmial EN MI ■111121lireaMINNI MIN= NM "ON r��N –MEI MB �� nom rim =913 m MN nun woom0011111 DOUBLE TP t.C> I _' L ION - Twt; P:.r4 .CT. STEEL 1 .SEA• .e' - -1 -r - 2 - 1 2 51iuTTER W - IN - TWO SPANS 0 MULLION STORM BAR f SHUTTER wIDTH SHUTTER wIDTH TWO SPANS DOUBLE TRACK MULLION - TWO SPAN WIT.. STEEL INSERT C3) -1/2' 2 -L /2' 60 70 00 90 9i TER W LO TH - IN I m2 -C- 2I 100 110 120 o I 100 110 120 - TwO SPANS d m ti co 1-EEL ZNSER' '2 90 100 110 120 130 140 190 5r1UTTER WIDT11 - IN. - Tr1REE SPANS SHUTTER w1OTH - THPEE SP 2 . 2 -1 /2' THREE SPANS DOUBLE TRACK MULLION - THREE SPAN 5T INSERT (3) -1 /E .. 2 -1/2 4 1 90 100 110 120 130 140 190 SHUTTER wIOTH - IN. - THREE SPANS SHUTTER wIDTH APPROVED AS COMPLYING WITH THE SOUTHk0 1 BWIDING CODE re d DATEf/_,! Z. 19 BY PRODUCT COiTNOI DIV:S ON BUILDING CODE A COMPLIANCE OFFICE ACCEPTANCE NO J - P513 -o Engr: OR. HUI FAR000 STRUCTURES FLA. PE / 16557 0 J Q 0 CC W 1-- H W J 0 z 0 cc W 0 ti a (n 0 J v uo 0 rn r1 412' I ( C 0 C 0 N o 0 0 81 r—, i ( ) drawing no. 97 -29 sheet 10 17) .7. 694-5400 FAX.(813) 694-8000 esa N cra a. � " Enb a tg m o� ss r rya • to b a_ 6-6m a iD 1111 2 x 2 STORM BAR - TWO SPANS a•• 1►. iiinhInni losimammulimm MEMENMEMMESM MEMEMMEMMIA GO 70 130 90 100 110 120 170 SHUTTER MOTH - IN - Two 'PANS 2 x 2 STORM BAR - THREE SPANS h. 11111111 „■.■`i■■■_' EMMEMEMMMEMIOMM \'■11l1:34l111\'12■111111111■ MIONZMOUMMEMMOM MftOMPININO X- 3 1i111111111111111i — I 90 1001 110 120 130 140 .1GB 1G0 SHUT TCR NIOTH - I N. - TMRCC WAN] N 2 x 2 STORM BAR - TWO SPANS b 0P02x2 -2 OECL Ar 18 Psc " m z ilnhlIi V lV 1/1111 11 o 11/111!%. summISCAN THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE 60 70 00 90 100 110 120 170 SHUTTER WIOTM - IN - TWO 'PANS N 2 x 2 STORM BAP - TI -IREE SPANS MIAMI 1 ILPIPt NOMIIIIIIIIINI Willawirms aill 2x2-3C) OEFL AT 10 Pc; 90 180 110 1211 130 140 101 1G0 Zrl1TTCR NIOTM - IN. - "'MCC SPANZ • 3 STORM BAR - TWO SPANS 1110i.! \l111111■7 1111: Qi \�11\.\\�■ MEMMEMMEMMEMOM EMENNIONSMENEMM all.1111165.11111111111111..._ -- ""N Imt'II1.liC= 111.•... 2x3 -2 I 1 60 70 130 90 100 110 120 170 SHUTTER wIOTH - IN - Tw0 'PANS 2 x 3 STORM BAR - THREE SPANS • • 2x2 -3 A 3' 90 180 110 120 130 140 .1GB 1.0 ZHIliTCR NIOTM - IN. - TMRCC srANZ m N 2 x b _ L I 1 1 11 I 2x3 -20 OEG 10 PSc STORM BAR - NO SPANS 14 1 1111 i1IIU!IS "11111 Uh1ii!,i wesmiaffitM 01 1 1 1 1 60 70 00 90 100 110 SHUTTER WIOTH - IN - Tw0 APPROVED AS COMPLYING WITH THE SOUTH ALO'I► BUILDING CODE Q C� DATE LAC 2 _ )q I O BY _ PRODUCT CONTROL DIV.S BUILDING CODE COMPLANCE OFFICE ACCEPTANCE NO. Q (( 0513 •OL-f _ STORM BAR - TuREE SPANS 90 100 110 120 130 14 5NulTER NIOTM - IN. - TM 120 1)0 'PANS 2x3 - 70 (MCI_ . Al 10 P5V GS SEP STORM C=? e DAR R WT. TWO SPANS z W J K z 0 r THREE SPANS .1 9 [ d 4Th c. 1 z 0 0 N F— w o U _ O CC U LJ Z 1 0 D _ CC 1n W O LI- D Q O a I (1) J O v cr • c• Y 0 J In CC w } T .0 1/t c 0 H o u 0 v drawing no. 97 -29 sheet 14 of 1 L r U7 O- 0 r a_ m ..MINI m CSI N t MINI V) C7 Z +3; m m Q ea i)OUBLE — 11111. NOME ®M-E� _ . MS M1. 7 � -c TP.A' ;i • :L_ rot - SI IGLE CE :: " -4 MULL IOr MULLION SHUTTER WIDTH • SINGLE SPANS SHUTTER WIDTH SPAN 30 4B S0 60 7g 80 90 SHU TIER WIDTH - IN. - S INGLE SPANS DOUBLE TRACK PIJLLION - SINGLE SPAN wx7..4 STEEL Ir.Sr T 1/2 .. 2 -1.2- sal NM= ENE MIS-C- II U7 O- Q m m ' t9 m CS) OOUGLC 7aACr.c r1LLL : ❑r. - rvJ spar, CENTER L•.r MI NI . I. M7, -c 3 r. 60 70 00 q0 120 110 122 1J0 SHUTTER wE❑TH - IN - TWQ SPANS STORR __ MULLION STBR SHUTTER WIDTH SHUTTER WIDTH SHUTTER WIDTH TWO SPANS DOUBLE TRACK MULLION - TWO SPAN ,.,IT•+ STEEL INSERT Cl) -1/2' ,+ 2 -1/2' . 1, 0 0 rL Z : w SZt [V :LL i 7r1 - ' - - _� 51 AN 90 100 L]2 120 130 140 1S0 3: WIDTH - IN - 7,-tREE SPANS STORm y❑ ❑ MULLION THREE SPANS DOUBLE TRACK MULLION - THREE SPAN .. STEEL I,.+SER7 C 1) -1,2' •. 2 -1 OQ S1- 2 0 JL 44 u 4 .. 30 40 G0 60 70 00 90 60 70 SO 90 100 110 120 90 100 110 120 130 140 1S0 SHUTTER WEOTrr IN - SINGLE SPANS SHUTTER WIDTH - IN - TWO SPANS SHUTTER wIOTH - IN. - THREE SPANS ❑ STORM 6AP. 9 9 ] SHUTTER WIDTH APPROVED AS COMPLYING WTH THE SOUTH LOR /A G CODE DAT BY PRODUCT cut nOL D! .S.O BUILDING CODE COMPLrANCE OFFICE ACCEPTANCE NO./k-7 3 Engr: OR. HUUAYOUN FAR000 STRUCTURES FLA. PE 1 16557 0 J Q H W 0 I- 3 0 0 3 J J O LL • W - t n _ 0 V r•1 Z` 0 . H J < L. cr U 0 N CL Cr < V) J CL fg O 1L 0 s n • C 0 O T D n c 0 . 4 10 V drawing no. 97 -29 (sheet 9 of 1 7) J n I description date: 07-01-97 m I � A tZ 1 - ; - - Si LimE simill ma >7 i -m - u piii-zo. IN w tTt 9 N n — ... .... .... En i L r U7 O- 0 r a_ m ..MINI m CSI N t MINI V) C7 Z +3; m m Q ea i)OUBLE — 11111. NOME ®M-E� _ . MS M1. 7 � -c TP.A' ;i • :L_ rot - SI IGLE CE :: " -4 MULL IOr MULLION SHUTTER WIDTH • SINGLE SPANS SHUTTER WIDTH SPAN 30 4B S0 60 7g 80 90 SHU TIER WIDTH - IN. - S INGLE SPANS DOUBLE TRACK PIJLLION - SINGLE SPAN wx7..4 STEEL Ir.Sr T 1/2 .. 2 -1.2- sal NM= ENE MIS-C- II U7 O- Q m m ' t9 m CS) OOUGLC 7aACr.c r1LLL : ❑r. - rvJ spar, CENTER L•.r MI NI . I. M7, -c 3 r. 60 70 00 q0 120 110 122 1J0 SHUTTER wE❑TH - IN - TWQ SPANS STORR __ MULLION STBR SHUTTER WIDTH SHUTTER WIDTH SHUTTER WIDTH TWO SPANS DOUBLE TRACK MULLION - TWO SPAN ,.,IT•+ STEEL INSERT Cl) -1/2' ,+ 2 -1/2' . 1, 0 0 rL Z : w SZt [V :LL i 7r1 - ' - - _� 51 AN 90 100 L]2 120 130 140 1S0 3: WIDTH - IN - 7,-tREE SPANS STORm y❑ ❑ MULLION THREE SPANS DOUBLE TRACK MULLION - THREE SPAN .. STEEL I,.+SER7 C 1) -1,2' •. 2 -1 OQ S1- 2 0 JL 44 u 4 .. 30 40 G0 60 70 00 90 60 70 SO 90 100 110 120 90 100 110 120 130 140 1S0 SHUTTER WEOTrr IN - SINGLE SPANS SHUTTER WIDTH - IN - TWO SPANS SHUTTER wIOTH - IN. - THREE SPANS ❑ STORM 6AP. 9 9 ] SHUTTER WIDTH APPROVED AS COMPLYING WTH THE SOUTH LOR /A G CODE DAT BY PRODUCT cut nOL D! .S.O BUILDING CODE COMPLrANCE OFFICE ACCEPTANCE NO./k-7 3 Engr: OR. HUUAYOUN FAR000 STRUCTURES FLA. PE 1 16557 0 J Q H W 0 I- 3 0 0 3 J J O LL • W - t n _ 0 V r•1 Z` 0 . H J < L. cr U 0 N CL Cr < V) J CL fg O 1L 0 s n • C 0 O T D n c 0 . 4 10 V drawing no. 97 -29 (sheet 9 of 1 7) J n I description date: 07-01-97 tf1 a. ta UMWM 1• �■■M■■■ WEMPUMMINEMMAKME WMWOMIONMOIMMEMM \ \' \MINI 1111' i INZINI O MUUM►\ ■\`ii:■\■\■ ■\0010■11111111\ \i \11\ ■„WI„ENS,ENN IMIEWWWWWWMOIRWM MEMOOMMOMEMEM ■ ■ ■ ■„ COMEN.` ■ ■ ■ ■■■MMISIS IS 111111111 - E, I 5uPPDRT - TIN 5P.>, w,*" S7CCl. Sttcc�.( -12x6 -2S 60 72 80 90 100 1 8 120 130 SHUTTER wLOTrH - EN - 1 w0 SPANS 2 x 6 TOP SUPPORT - THREE SPANS WITH STCCL STIFFNER „TN■„■SMM■■ MERRIMMEDAMOmmu MUMWMWMMIMMEMM ■M'li MINIiiiMi3UUMME■ .■",■.-EM, ■■■■ MEWOMMIIIMMOMEM ■MM„■,■,■■,■■ MEMOMOMMMMEMME ,■WWWWI'..,■■, „W,■,""■,■■ .mm■-mi`a'm. ■`■ ,WO,"■,',■,■' ,W W".,■",POWN MOWMPIRMEMMEUEM ■ ■,,,",,, ■'', ■■■"`",','■' ■ ■ ■■■\ROM\■\E\O ■■■■■■ ■MMSMWMG u2x6 -3S 90 100 I 0 120 130 148 ISO 160 SMUT TER HICITH - IN. - TMREC PAN z ., 2 >< 6 TOP SLPPOP,T - TWO c ,1Etr S TEEL STIFFFr1[ a u2'6 -2C0 OECL Ar l,7 Cgr MAIM IVp 2 60 70 80 90 100 1 0 120 130 SHU TTER MOTM - IN - TWO 5PAN5 THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT SEE SKETCH FOR REFERENCE x 6 IOF SUPPORT - TLIREE SPANS H Elm STEEL STIFFENER - - 3S0 DEVL AT 10 PS• 90 100 110 120 130 148 160 160 ' MUTrER H10TM - IN. - THREE SFAN1 MUTTER Mr. UTTEP -1T APPROVED AS COMPLYING W TH THE SOUTH FLOR 3. .UILDIUG CODE no DAT 1 =!•j.. _ 19 / D . PRODUCT CONTROL DIV:S,ON BUILD,NG CODE COMPLLJANCE OFFICE ACCEPTANCE NO gq - V 6 13.O4 STORM BAR TWO SPANS .1 THREE SPANS • T,,P SUPPORT SUPPORT TOP 10 !a 1 C4 0 s 1 0 U z • Cr 07; 0J o f I 1 ? � I Q w v L a j l 1 4i O 0 O N C 0 L u drowinq no. 97 -29 (sheet 13 or 17 FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE 0151.112d 1 /2 8d - 2 6d =1 1/2 "15d =1 - 1/4" FACTOR I 1.00 0.36 0.71 0.57 1 0.50 EXAMPLE: FOR 3" EDGE DIST. SPACING = 12" O.C. (FROU CHART) FOR 2" EDGE DIST. SPACING - 12 x .71 - 8.5 0.C. I I I AN+:H -? 1 I 11 . � J . I ANCH I I 0 : b ,111 1111 11T1 1111 111TTITITTTTT,I. ■ c. 1 eg N Z9 30 35 40 45 50 55 60 65 70 75 80 85 90 MODULE UIOTH - INCHES STOBAR -.".fl • , ......a wrlaws11wRww1M uOOUIE WIDTH ATNCHOP CHAP r I SINGLE SPANS STORM BAR MODULE wIDTH 0 TWO SPANS THREE SPANS 1.100uLE w1DTH n a W 61 0 L MODULE WIDTH MODULE w1D1u _I . MODULE WIDTH AN C.-1. 30 35 40 45 50 55 60 b5 70 75 80 85 90 MODIJLE UIDTI -+ - INCPES MODULE WIDTH SHUTTER WIDTH /j OF SPANS .0 AP I[H 3 G iC HQP Cesar r I II 11 1...11111 1111 III. 1111 4111 1111 1111 1111 I 30 35 40 45 50 55 60 65 70 75 80 85 90 MCDULE UIDTU - INCHES TYPICAL ANCHORS ANCHOR 0 - 1/4" TAPCON 1 - 3/4" EMBEDMENT TO CONCRETE 1 -1/4" EUBEDuENT TO BLOCK ANCHOR E® = 114 S.M.S. /LAC SCREWS INTO WOOD. (s.c.= 0.47) 1 -1/2" MIN. PENETRATION. NOTE: ANCHORS. USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO. TILES. ETC.) TYPICAL EDGE DISTANCE IN WOOD • 1 -1/4' NO REDUCTION FACTOR IS REOUIRED n cn a N L (n W 0 m ANCHOP Engr: 111 .ITI 1111 1111 111T 1'171 1111 1T11 4111 1111 IIIT 1111 30 35 40 45 50 55 60 65 70 75 80 85 90 MODULE UIDTH - INCHES USE CHARTS 1 THRU 4 TO VERIFY ANCHOR REOUIREMENTS ANO STRESS LIMITATIONS OF LOAD /SPAN COMBINATIONS. OR. HuMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 SEP 0 9 1998 APPROVED AS COMPLYING V1'TH THE SOUTH / �LO 0 ' BUILDING CODE pc DAT N a�_•'L 19 / I S tz� PRODUCT CONTROL DIV.S ON BUILDING CODE COMPLIANCE OFFICE / ACCEPTANCE NO 7 ,‘ -0513 .O(1 [ 44f: 1 .•4 I n to 1 - op 0 n J l a .0 L 0 0 0 4■ 0 S 1 0 0 ( drawing no. 97 -29 (sheet 8 or 1 7 ) ■ c. 1 eg N Z9 30 35 40 45 50 55 60 65 70 75 80 85 90 MODULE UIOTH - INCHES STOBAR -.".fl • , ......a wrlaws11wRww1M uOOUIE WIDTH ATNCHOP CHAP r I SINGLE SPANS STORM BAR MODULE wIDTH 0 TWO SPANS THREE SPANS 1.100uLE w1DTH n a W 61 0 L MODULE WIDTH MODULE w1D1u _I . MODULE WIDTH AN C.-1. 30 35 40 45 50 55 60 b5 70 75 80 85 90 MODIJLE UIDTI -+ - INCPES MODULE WIDTH SHUTTER WIDTH /j OF SPANS .0 AP I[H 3 G iC HQP Cesar r I II 11 1...11111 1111 III. 1111 4111 1111 1111 1111 I 30 35 40 45 50 55 60 65 70 75 80 85 90 MCDULE UIDTU - INCHES TYPICAL ANCHORS ANCHOR 0 - 1/4" TAPCON 1 - 3/4" EMBEDMENT TO CONCRETE 1 -1/4" EUBEDuENT TO BLOCK ANCHOR E® = 114 S.M.S. /LAC SCREWS INTO WOOD. (s.c.= 0.47) 1 -1/2" MIN. PENETRATION. NOTE: ANCHORS. USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO. TILES. ETC.) TYPICAL EDGE DISTANCE IN WOOD • 1 -1/4' NO REDUCTION FACTOR IS REOUIRED n cn a N L (n W 0 m ANCHOP Engr: 111 .ITI 1111 1111 111T 1'171 1111 1T11 4111 1111 IIIT 1111 30 35 40 45 50 55 60 65 70 75 80 85 90 MODULE UIDTH - INCHES USE CHARTS 1 THRU 4 TO VERIFY ANCHOR REOUIREMENTS ANO STRESS LIMITATIONS OF LOAD /SPAN COMBINATIONS. OR. HuMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 SEP 0 9 1998 APPROVED AS COMPLYING V1'TH THE SOUTH / �LO 0 ' BUILDING CODE pc DAT N a�_•'L 19 / I S tz� PRODUCT CONTROL DIV.S ON BUILDING CODE COMPLIANCE OFFICE / ACCEPTANCE NO 7 ,‘ -0513 .O(1 [ 44f: 1 .•4 I n to 1 - op 0 n J l a .0 L 0 0 0 4■ 0 S 1 0 0 ( drawing no. 97 -29 (sheet 8 or 1 7 ) Q fV 0 r119 CC a " 7 U Ea 3 o0 m [L 1J 0 z (.3 ti _ 4 TOP ',,UPPO: ' r.40 5PArN5 vIT� STCCL ST1TCf..Ea "2x6 -2 60 70 20 90 100 110 120 130 5 „UTTER WIDTH - IN - TWO 9PAN9 2 X 4 TOP SUPPORT - THREE SPANS WITH STEEL STIFFNER i6iii • MMOMMEMME `aa ,"'na u2xd -3S 90 100 SMu1 TER 110 120 130 NIOTH - IN. - 143 160 1L0 THREE Y'AN5 zN r, m 2 n 1 10P SUPPORT-NO SPANS VITA STCCI SIIFCNE u2id -20S OCrL Ar 10 PSr 60 70 80 90 100 110 128 130 51-1UTTER WIOTI - IN - TWO 5PAN9 THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT SEE SKETCH FOR REFERENCE 2 x 4 TOP SUPPORT - TuREE SPANS MI TM STEEL STTFFNFP u2xd -30S OErL AT 10 PSr 90 100 118 120 130 148 160 160 SHUTTER NIOTM - IN. - THREE SPANS Q1 9 :ti 2 • o 10P SUPPIQP - TWO SPANS MMOIMMMMMIWOMEM IMIL111\\\ ■\ i' MMIII■ IINIMMOROMMMUMM ,RMILIMM M ■ ■, ■ ,,WMEM MIIIMEMEMO MINIMMEMMNPMMEM MWWWWWWWWWLEM MUMMEMNWOOWNE ■MMIM--.UMWMM-. EE",,.,.N',RO ■ ESSMMEMMUMEME ■ ■ ■■INE■■ ■■■■W■ MIIIMMEMEMOMEMEN MEMEMMITISWANEWM ■ ■ ■ ■ ■ ■MEWNSUMM ■■■■■■■■\MMM11, 4 u2x6 -2 60 70 80 90 180 110 120 130 Sr4JTTER wIOTh - IN - TWO 9PAN9 2 x 6 TOP SUPPORT - TuREE SPANS ►1a■■■•■►1■■is WRAMMEMMAMME ■MMOMMEIMMEM II\I■►I■M■■r1■■■ ■.M..■.■■..■ ......■•SOMME MOMMOMMIII MOM a iNEIN►KN■.OM• 'OXIM■„'`■„ \III, ■►\I \\ ■■- ■■■.■M■■N■■`_ ■ ■■,iSMISMIS■\N..- ■ ■■■■\MI\'i ENN: u2x6 -2 90 180 110 120 130 143 L60 1 0 SHUTTER WIDTH - IN. - THREE SPANS z N z O h U W J ., LI 0Q rJ 2 6 7 01 3 SUPPOP T -TWO SPANS u2!6 -27 OC rL A : 10 cSr 60 70 80 90 ,NUTTER NIOTr1 - IN - TWQ APPROVED AS COMPLYING WTH THE SOUTH � O'ID• BUILDING CODE DAT v 2..199g .ate► PRODUCT CONTROL DIVAS O. BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO N O S/3.O L f- 17 2 x 6 TOP SUPPORT -TuREE SPANS A.a .01m "' III N . u2x6 -30 ;OErL AT 10 PSr z 180 110 120 130 9PAN9 90 180 118 120 130 148 168 160 'NUTTER NIOTM - IN. ' IMRE( SPANS o� TWO SPANS IMO THREE SPANS • w w jl P Top d'Th 1 0 0 • Q. 0 a u 0 . J CU 0 v ) [ drawing no. 97 -29 sheet 12 or 17 TOP SUPORT (HEADER) CONNECTION TO WALL ANCHOR PER SIDE ANCHOR TYPE BASE MATERIAL CONNECTION CAPACITY -Ibs CUP LENGTH IN. NO. OF BOLTS FILLER TUBE WIDTH - IN. 2 A CONC. 3220 6 1 3 A BLOCK 1175 1 E W000 1745 1 3 A CONC. 4830 6 2 3 A BLOCK 1763 1 E W000 2618 1 4 A CONC. 6440 9 2 6 A BLOCK 2350 1 E W000 3491 1. TOP SUPORT (HEADER) CONNECTION TO WALL ANCHOR PER SIDE ANCHOR TYPE BASE MATERIAL CONNECTION CAPACITY -Ibs CLIP LENGTH IN. NO. OF BOLTS 1 A CONC. 531 3 1 A BLOCK 194 1 E w000 288 1 TOP SUPORT CONNECTION TO MULLION TOTAL NO. OF WS CONNECTION CAPACITY -Ibs CLIP LENGTH IN. NO. OF BOLTS 2 1769 2 1 3 2653 2 1 4 3538 2 1 5 4422 3 2 6 5307 3 2 TOP SUPORT (HEADER) CONNECTION TO WALL ANCHOR PER SIOE ANCHOR TYPE BASE MATERIAL CONNECTION CAPACITY - 11:13 CUP LENGTH IN. NO. OF BOLTS I A CONC. 1118 3 1 A BLOCK 403 1 E W000 606 1 INS • • •:L SEE :CH. I l/2" THRU BOLT 1 / CLIP ANCHOR CLIP 3" LONG TRACK 'A' O.PTIQN '1' !PLAN VIEW! 1 X 3 X 1/8 FILLER TUBE 1/4" TAPCONS 4/ CLIP SEE SCH. 2 ANCHOR CLIP • 8 SEE SCH. 2 FOR LENGTH TRACK 'A' OPTION '2' (PLAN VIEW( IPLAN VIEW) 1/4" TAPCONS 2/ CUP SEE SCH. 3 HEADER TUBE 1/4 TAPCONS 4 1/2" THRU BOLT SEE SCH. 2 HEADER TUBE ANCHOR CLIP '8' \ 3" LONG 1/2" THRU BOLT '/ CUP TRACK 'A' OPTION '3' ( SIDE VIEV! HEADER TUBE END CASTING EX LEG ■1 ' < 10 FIT INSIDE TPAC, SCHEDULE 1 SCHEDULE 2 `% HEADER TUBE — ANCHOR CLIP 'B' —1/2 THRU BOLT e 3 x 2 X 1 /8" 3 X 3 x 1/8" 3 :< 4 X 1/8" FILLER TUBES T APCONS rLIP ;EE 'SCH, ANCHOR CLIP 'E! 3 LONG TRACK 'B' OPTION '1' !PLAN VIEV HEADER T1.5E \\_1/2" THRU BOLT 1 / CLIP 1/4" TAPCONS 4/ CLIP SEE SCH. 2 1 / T 1/2" THRU BOLT ANCHOR CUP '8' SEE SCH. 2 SEE SCH. 2 FOR LENGTH TRACK 'B' OPTION '2' (PLAN VIEV) SCHEDULE 3 .7 • ( SIDE VIEW • 1 HEACER TUBE 4 I I 111 END : E• -END LEG '! 10 rIT IN':IDE rRACI 11 SUS — ANCHOR CLIP '6' L112- THRU BOLT :CHEDULE 4 HEADER TUBE SEP 0 9 1998 1 SIDE VIEW 14 SUS SEE SCH. 4 ANCHOR CLIP BU SEE SCH. 4 FOR LENGTH HEADER CONNECTION TO MULLION TRACK (PLAN VIEW( HEADER TUBE — ANCHOR CLIP '6' —1/2" THRU BOLT L1 /2" THRU 800 SEE SCH. 4 — HEADER TUBE APPROVED AS COMPLYING WITH THE SOUTH n rLOR 0 BUILDING CODE w Engr: OR. HUUAYOUN FAR000 DNT 0� C 19 STRUCTURES B FLA. PE 1 16557 PRODUCT CONTRC DV S ON c BUILDING CODE COMP_ ■NCE OFFICE ACCEPTANCE NO, ?Y 'Ott" z iz W IE- d 0 cr 0.. a' U w N1 0 a Q u1 ' 0 ITr W V) 1 JI'1 d W a w 1 (11 J - I-- w w 1- 1— ' 1) 0 J 0 Ct • P 0 0 • ji 2 0 0 0, 1 0 0 0 m 'O r ) drowinq no. 97 -29 (sheet 6 oI 17) ANCHOR CHART TO USE TYPE CONC. BLOCK W000 A 4 2 - E - - . 3 ANCHOR CHART TO USE TYPF CONC. BLOCK W000 A 1 - - E - - - ANCHOR CHART TO USE TYPE CONC. BLOCK W000 A 4 2 - E - - 3 ANCHOR CHAR TO USE TYPE CONC, BLOCK w000 A 3 1 - E - - 1 ANCHOR CHART TO USE TYPE CONC. BLOCK W000 A 2 1 - ' E - - 1 ANCHOR CHART TO USE TYPE CONC. BLOCK WOOD A 3 1 - ' E - - 2 4 2 X 2 X 1/8' 2 x 3 X 1/8' 2 X 4 X 1/8' 2 x 6 X 1 /8' AL um TUBE ANCHOR TYPE A E CHART TO USE BLOCK W000 CO NC 2 TRACK 'A' ►o-- Ed I �� DOUBLE TRACK WALL MOUNTS L Ed -4-1 TRACK A OPTION 1 1/2' MAX TRACK '9' INSIDE MOUNTS 2 . 3 X 1/8' ALUM. ANGLE 1/4 -20 STAINLESS STEEL BOLT w/ NUT 0 9 O.C. ALT. WALL TRACK 2 3 X 1/8' ALUM ANGLE 1/4 -20 STAINLESS STEEL BOLT w/ NUT 0 9 0.C. TRACK A OPTION 2 ANCHOR TYPE A CHART TO USE BLOCK CONC 3 w000 2 ALT. H000 .032 ALUMINUM 14 SMS OR 1/4' TEKS 0 12 - 0.C. TYP. fd TYPICAL EOCE DISTANCE CONC. & BLOCK - 12d (12 ANCHOR DwaETERS) W000 - 5d FOR LESSER EDGE DISTANCES SEE SHEET 8 OF 17. 1/8' ALUM POP RIVETS 1/4 -20 FHPMS V/ NUTS TRACK A OPTION I Ed STD OR ADJ. PIVOT - 60nn 70nn FOR CHARTS REFERED ON DETAILS SEE SHEET 8 OF 17 BU[L T -OUT INSTALLATIONS 1 /4' 0 TEKS OR 1/4 -20 STAINLESS STEEL BOLT W/ NUT 0 9' 0.C. ALUM TUBE -I 60nn 70nn Bann 1/8' ALUM POP RIVETS .040 ALUM HOOD BOX DETAIL r Ed —y 0 TRACK A ❑PTI ❑N 2 -GEAR DRIVE CAP 60nn 70nn 1/4 -20 FHPMS /1. / � _ W/ NUTS 'OVEN!) S 1 END CAP 3/4' T EKS _ DAT SOUTH OR BUILDING CODE �n 10 X n .. ...... H THE P^O■AX1 CO : ROL DIV!S ON BULO.NG CCJE COMPLANCE OFFICE ACCEPTANCE NO. 96 'aSl3 0 ■ 04 0 J N CO f• O. k ( ) drow■ng no. 97 -29 (sheet 7 of 1.7 e 1= L` —ter MULTIPLE SPAN SECTION CEILING TO FLOOR MOUNTS STOR■.1 BAR AS REOO. - STORM BAR K hhIaII ' I I \ IUIUIIIl1,11' I iii . II 1 RtYdlUl Il l�i , n\ I % tIlt'1i : t umou r TOP SUPPORT SEE SHT. 5 FOR CONNECTION DETAIL 1 /2" DIA. 6OLT OR I /2" DIA. PIN SEE SHT. 7 FOR NO. REOD. MULTIPLE SPAN PLAN HEADER NOT SHOWN QQ X111111111 ►\r MULTIPLE SPAN SECTION WALL MOUNTS (2) 1 / 4 SOLTS WITH WA:HER AND NUT A; (ngr: OR. HUUAYOUN FAR000 STRUCTURES FLA. PE 1 16557 .I TYPICAL ELEVATION MULTIPLE SPAN (2) 5/16 :( 2- - SLEEVE ANCHORS (RED HEAD OR EOUAL) BALL BEARING ASSEMBLY L MOUNTING BRACKET 2 :• 5 STEEL(1 I GA) r"un" COVER DETAIL 'A' (PLAN) SIDE BRACKET APPROVED AS COM?LYING WITH THE SOUTH LOR,)A CODE DAT" ►� %T . - 19 BY ACCEPTANCE NO. - D513 -01.1 Q LEI 0 cff W 4 -- S (/) J J lL ( r-„ c 1 0 ( a 0 0 0 3 drawing no. 97 -29 (sheet 4 of 1 7 MULLION CI> NECTION TO WALL MULLION CONNECTION TO CEILING AND FLOOP ANCHOR PER SIDE ANCHOR TYPE BASE MATERIAL CONNECTION CAPACITY-83S CLIP LENGTH IN. NO. OF BOLTS ANCHOR PER SIDE ANCHOR TYPE BASE MATERIAL CONNECTION CAPACITY —Ibs CLIP LENGTH IN, NO. OF BOLTS 1 A CONC. 1118 1 1 1 A CONC. 1 I 1 A BLOCK 408 1 A BLOCK 70 1 E WOOD 506 1 E W000 5 1 2 A CONC. 2236 3 -1/2 1 2 A CONC. 2324 3 -1/2 1 A BLOCK 916 1 A BLOCK 1408 1 E W000 1212 1 E W000 1088 1 3 A CONC. 3354 6 1 3 A CONC. 3426 6 1 A BLOCK 1224 1 A BLOCK 2112 1 E W000 1815 1 E W000 1632 1 4 A CONC. 4472 9 -1/2 2 4 A CONC. 46 8 -1/2 2 A BLOCK 1632 1 A BLOCK 2816 1 E WOOD 2424 1 E ■000 2176 1 5 A CONC. 5590 11 2 5 A CONC. 5810 11 2 A BLOCK 2040 1 A BLOCK 3520 1 E W000 3030 1 E w000 2720 1 6 A CONC. 6708 13 - 1/2 2 6 A CONC. 6972 13-1/2 2 A BLOCK 2448 1 A BLOCK 4224 2 E *000 3636 1 E W000 QFp _ 3A6 •1nnp STORM BAR CONNECTION TO WALL STORM BAR CONNECTION TO FLOOR & CEILING ANCHOR PER SIDE ANCHOR TYPE BASE MATERIAL CONNECTION CAPACITY -Ibs CLIP LENGTH IN, NO. OF BOLTS ANCHOR PER SIDE ANCHOR TYPE BASE MATERIAL CONNECTION CAPACITY -Ibs CLIP LENGTH IN, NO. OF BOLTS 1 A CONC. 1118 3 1 1 A CONC. 1162 1 1 A BLOCK 408 1 A BLOCK 704 1 E w000 506 1 E W000 544 1 2 A CONC. 2236 3 -1/2 1 2 A CONC. 232 3 -1/2 1 A BLOCK 816 1 A BLOCK 1408 1 E w000 1212 1 E w000 1089 1 3 A CONC. 3354 6 1 3 A CONC. 3485 6 1 A BLOCK 1224 1 A BLOCK 2112 1 E w000 1818 1 E W000 1632 1 4 A CONC. 4472 8 -1/2 2 4 A CONC. 4648 8 -1/2 2 A BLOCK 1632 1• A BLOCK 2816 1 E 11x000 2424 1 E W000 2176 1 5 A CONC. 5590 11 2 5 A CONC. 5810 11 2 A BLOCK 2040 1 A BLOCK 3520 1 E w000 3030 1 E W000 2720 1 1 - 1642 t 2 1 2 3284 2 1 3 4926 I 4 2 -t' 3'' +•.' �ildt:: La' a: rt•.: ai....._. rti:. ..��.....�...aa� :...- ..._...... ._..........,._... .� • 4 Ll 0114N'SIONS cHt,ill '.n . ;t ET: ARE .N = CF.! _ ANCHORS SEE SCH. 1 STORM BAR AS REGD. SCHEDULE 1 Sb LOAD ON :'STORM' =`.BAR ANCHOR = P = S" • Sb x Pr x FAcr)R 2 • ( 1 OF SPANS) IF > . CAPACITY OF . FASTENERS SHOWN. ANCHORAGE SYSTEM S . JOB TO JOB BASIS. 1/2 DIA. BOLT OR 1/2 DIA. PIN ANCHOR CLIP 'B• STORM BAR CONNECTION TO WALL (TOP & BOTTOM) ANCHOR CLIP 'B 1 / 2 DIA. BOLT OR 1 /2 DIA. PIN ANCHORS SEE SCH. 2 FACTOP = 1.25 FOP 3PAPIS 1.10 FOP 3 SPANS Sb = 3TQRM BAR HEIGHT 0 STORM BAR CONNECTION TO CEILING & FLOOR SCHEDULE 2 STORM BAR TRACK STORM BAR CONNECTION TO HEADER ;. 1E DULE TOP SUPPORT /1 4 SMS SEE SCH. 3 FOR NO. REOD. 1/2 DIA. BOLT OR 1/2• 014. PIN ST.: BAR : -)HNE "'WIN T .E30ER ANCHOR CONNE•;r" l !':.'p LENGTH NO. or PER ' IOE C. *PAC:T. -:a. ; 111 BOLTS ANCHORS BUILT -OUT TUBE SCHEDULE 4 :ANC! T ;ow. `101 :Er_iL ;':•_1EDULE . :HALL 3E ENC. ;; +E_c'E Oh :CB 7 0 :G .: MULLION CONNECTION TO WALL (TOP & BOTTOM) TOTAL LOAD ON MULLION p = Sh : <Sw 2 P4 LOA() AT ANCHOR AT TOP = Pt = Sh AT BOTTOM = Pb = P - Pt IF Pt OR Pb > ANCHOR CAPACITY OF FASTENER SHOWN ANCHORAGE SYSTEM SHALL BE DESIGNED ON JOB TO JOB BASIS. 4NCHOR CLIP SCHEDULE 5 A —\ 7 A P • Sb 1 I bs V 1 ILLION Fes-- 3 ANCHORS SEE SCH. 5 MULLION CONNECTION TO CEILING & FLOOR Lis _cs 19 APPROVED AS COMPLY+NG WITH THE SJUTH,ELO'IDA BUILDING CODE DAT 61 PRODUCT CONTROL DIV!S:ON BUILDING CODE In OFFICE ''CCF ?TANCE NO I - 9 (3.0Cf 1n —J J 0 W LL to J 0 vi cc W r cc O L- O " N Z 0 4 0 X 97 - 29 a 0 O c r-. n C O . N ' 41 0 1) L 1 2 drawing no. Sheet 5 of 1 7) Rolsafe ACCEPTANCE NO: 98-0513.04 APPROVED EXPIRES . 00T 222001 OCT 2 2 1998 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents. where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last pag o Font PE. enior Product Control Examiner Product Control Division END OF THIS ACCEPTANCE MEAN ROOF HEIGHT (h) NON COASTAL ZONES COASTAL ZONES EDGE ZONE (ZONE 7) END ZONE (ZONE 6) INTERIOR ZONE (ZONE 5) EDGE ZONE (ZONE 7) • END ZONE (ZONE 6) ANTERIOR ZONE (ZONE 5) >60' -70' 116.5 56.6 57.2 153.1 114.1 75.1 >70' -60' 121.2 90.3 59.5 156.8 716.? 77.0 >80' -90' 125.8 95.8 61.8 160.6 119.7 78.8 >90' -100' 129.6 96.6 63.6 164.4 122.5 80.7 >100'-120' 136.2 101.5 66.9 170.0 126.7 83.4 >120'-140' 142.8 106.5 70.1 173.6 130.9 86.2 >140'-160' 748.4 110.6 72.9 180.3 134.3 88.5 >I60'-180' 155.1 114.1 75.1 185.0 137.9 90.8 >180'-200' 157.8 117.6 77.5 188.0 140.7 92.7 >200' -250' 168.1 125.3 82.5 197.2 147.0 96.8 >250' -300' 176.6 131.6 86.7 204.7 152.6 100.5 >300' -350' 185.0 137.9 90.8 211.3 15Z5 103.7 >J50' -400' 192.5 14.33 94.5 216.9 161.3 106.7 >400' -450' 199.8 148.9 98.1 221.6 165.2 108.8 >450'- 500' 204.7 152.6 100.6 226.J 168.7 111.1 MEAN HEIGHT (n) COASTAL & NON COASTAL ZONES . (TRIBUTARY AREA ■ 10 PIZ) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - TO 172.) COASTAL & MN COASTAL ZONES (TRIBUTARY AREA - JO FT2.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - 40 AM) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - 50 FIT.) ENO ZONE (ZONE 5) WTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) OW ZONE (ZONE 5) MER)R ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) w7£Rrow ZONE (ZONE 4) 0' -15' 61.5 47.8 57.7 45.8 55.5 44.6 53.3 439 51.1 42.9 > 15' -20' 66.9 52.0 62.7 49.8 60.4 48.8 58.0 47.7 35.6 46.7 >20' -25' 71.5 55.6 67.0 532 64.5 52.1 62.0 51.0 59.4 49.9 >25' -JO' 75.5 58.6 70.7 56.1 68.0 54.9 65.3 5.18 62.6 52.6 >30' -40' 81.5 63.4 76.4 60.7 73.5 59. 70.6 58.1 67.7 56.9 >40' -50' 86.8 _ 67.5 81.5 64.7 78.4 63.3 75.3 62.0 72.2 60.6 >50' -60' 91.4 71.1 85.8 68.1 82.5 66.7 79.5 65.3 76.0 63.8 BUILDING'S MEAN ROOF HEIGHT VS NEGATIVE DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -88 - MEAN ROOF HEIGHT EQUAL OR LESS THAN 60 FEET (APARTMENT BUILDINGS & RESIDENTIAL HOMES) DETERMINATION OF POSITIVE PRESSURES BASED ON NEGATIVES SHOWN ON CHART (a) FOR BUILDING IWTH MEAN ROOF HEIGHT EQUAL OR LESS THAN 60 FEET : FOR END ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.80 TO OBTAIN MAXIMUM PoS71VE PRESSURES. FOR INTERIOR ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.94 TO OBTAIN MAXIMUM POSITIVE PRESSURES. (b) FOR BUILDING WITH MEAN ROOF HEIGHT GREATER THAN 60 FEET : FOR EDGE ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.50 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR END ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.66 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR INTERIOR ZONES : MULTIPLY NEGATIVE PRESSURES BY 1.00 TO OBTAIN MAXIMUM POSRIVE PRESSURES. BUILDING'S MEAN ROOF HEIGHT VS DESIGN LOAD FOR COMPONENTS & CLADDING (P. S. F.) FOR ASCE 7 -88 - MEAN ROOF HEIGHT GREATER THAN 60 FEET (APARTMENT BUILDINGS) / IL EC O ANA:. TRLWT I & Dammam 00YIANY 4.7I5 Nit MIL. A. Wear OrMars. 1 . _ r 7l w NALIER 4 I1[LIT b.. P. C RORYU Lk. / 44167 TRIBUTARY AREA : WINDOW OR DOOR OR SHUTTER AREA (AT) AS APPLICABLE EXCEPT THAT FOR FREE STANDING STORM PANELS (AT) PANEL SPAN (It) x PANEL SPAN at 3 rrIC NOTES : PROFESSIONAL ENGINEERS SIGNATURE AND SEAL INDICATED ON THIS DRAWING ARE ONLY APPGC'ABLE 10 GENERIC WIND LOAD CHARTS BASED ON A.S.C.E 7-88 SECTION 6, REQUIREMENTS FOR A FASTEST WIND SPEED OF 110 m.p.A. & 1.05 IMPORTANCE FACTOR. SPECIFIC WINO LOADS MARKED OR HIG1 LICH7 ) 014 THIS GENERIC CHART BY THE CONTRACTOR FOR AN SPECIFIC JOB. AT THE TIME FOR APPLYING FOR A PERMIT, AND DETERMINED BASED ON AN SPECIFIC MEAN ROOF HEIGHT, WIND EXPOSURE. AS WELL AS EDGE END OR INTERIOR ZONE, HAVE NOT BEEN ANALYZED BY THIS ENGINEER NOR THEY ARE BEING CERTIFIED BY THIS ENGINEER. SHOULD THIS CONO ?TON NOT THE ACCEPTABLE BY THE BUILDING OFFICIAL, THEN THIS SIGNED AND SEALED GENERIC WINO CHART SHALL NOT BE USED TO OBTAIN ANY PERMIT WHERE SPECIFIC DESIGN WINO LOADS ARE REOU(RED TO BE CERTIFIED BY A PROFESSIONAL ENGINEER. ASCE 7- 88/WIND LOAD SCHEDULES .t» GOOK aK 7RVnr R M rR DAD£ COUNTY AS MOM suit' 4/17/45 CAR DRAWING M. 9117 1 Er MINIMUM SEPARATION REOD. FROM GLASS FOR INSTALLATIONS ABOVE 30 FT. OF GRADE DUE TO WIND LOAD FOR INSTALLATIONS UPTO 30 FT. OF GRADE DUE TO LARGE MISSILE IMPACT OVElik ¢ 1 3-1/4 - FOR OVERALL DEFLECTION CALCULATION REFER TO SHEET 17 OF 17. NOTE: NO PART OF SHUTTER SHALL BE UNDER 30' ABOVE CRACK 10 WANE LARGE MISSILE IMPACT REQUIREMENT. ANCHOR CHART TO USE TYPE . BLOCK W000 ___CONC A 2 1 E E - - 1 ANCHOR TYPE CHART 10 USE CONE' MOCK WOOD A 4 2 - E - - 3 ANCHOR CHART TO USE TYPE CONC. BIOCK WOOD A 4 2 - E - - 3 ANCHOR TYPE CHART TO USE CONC. BLOCK w000 - A 3 1 E - - 1 ' 4:4 •.•a "k,•.� ;:.�::: ,eito... ...... • 1/4' ., TAPCONS; V/ 1 -1/4'. EMBEOMENT.,c e EACH END OF.5BOX, GLASS 4 3/4 MIN. SEE SCH. FOR a --MIN. REOD.. SEPARATION (TYP) WALL MOUNTS SLATS -TRACK NON STRUCTURAL SILL � 1' x 1 -1/2' x 1/8' ALUM ANGLE REEL \ ANCHORS SPACED 1 1/4 X ( -1/4' ' TAPCONS SECTION A -A Ed —i ACCESS HOLE V/ PLUGS MAX- SPAN SEE GRAPH SECTION D -D ALT. SILL r 14 SIBS OR 1/4 TEKS 0 12 0.C. TYP. 3/4 MIN. 1/4' TAPCONS V/ 1 -1/4' EMBEDMENT e EACH END OF BOx BUILD OUT TUBE 1 x 1 -1/2' X 1/8 ALUM ANGLE 3 LONG / FASTENED TO TRACKS w/ (2) I 14 SUS O 4 e 3/4 MIN. T ALUM TUBE TO MATCH BUILD-OUT 0 BUILT —OUT COND [TION 3 ANCHORS EOUALY SPACED 1/4 X 1 -1/4' TAPCONS SECTION B -B MIN. SLAT ENGAGEMENT INSIDE TRACK = 1 -1 /2" TYP. NON STRUCTURAL SILL 4' X 1 -1/2' X 1 /8' ALUM ANGLE - 3/ Ed ---+ • M I N. • • Ed • 4 . MAx. SPAN SEE GRAPH SECTION E -E MIN. 1/4' TAPCONS V / 1 -1/4' EMBEDMENT P EACH END OF BOx 2 14 SMS OR 1/4' TEKS 0 6 0.C. TYP, 0 SECTION C —C INSIDE MOUNTS As I 111 F E Ed = TYPICAL EDGE DISTANCE CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS) WOOD 5d FOR LESSER EDGE DISTANCES SEE SHEET 8 OF 17. • • 14 SMS OR •_ . 1/e TEKS 0 6 0.C. TYP. ACCESS HOLE /V/ PLUGS MAX. SPAN SEE GRAPH SECTION F -F c '8 A A B C TYPICAL ELEVATION SINGLE SPAN ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TILES. ETC.) APPROVED AS COMPLYING WITH THE SOUTHAOR BUILDING CODE OAT' _199g PRODUCT CONT' ;CL DiV!S ON BUILDING COOE COMPLIANCE OFFICE ACCEPTANCE NO. _9`6'tYl3 •fl� D E F ) In J W 0 0 0 In c 0 f/1 c 0 0 LS 0 l w 0 0 o C rowing no. 97 -29 sheet 3 of 17 PERMITTING LAYOUT SHEET H.A.G. = ©'A A SP18 97 -0205.01 SP20 98- 0915.03 .050 BERTHA 98- 0817.16 • MEGA 97-0612.03 RU 40MM 97- 0912.05 6.8 99- 0621.05 HOMESHIELD 97- 0212.08 Address l ig N,E - M (AAA hare FL' 33130 SP 97-0415.04 ECONO 98- 0722.02 IMPACT 97- 0819.02 RU 63MM 97- 1202.03 BERMUDA 98- 0720 -01 F ircPit Doc x x x SON \ 8400 •N.W. 96th St. &� Miami, FI. 33166 1 (305) 884 -1128 t S j iTER \c0. Mean Roof Height Date 6/;e/o/ Cpng# Product Openirig Size W x H 44 , 7' f 5z. 3 5- 7 r 11 12 13 1< /S 7R ( )5 ' a l 159 ' �z 6' Accotcked 75 x 5Z 30 X SZ 343 X 5z 3S 7< 5a 'c 2- 5a 7Z ei3ki . 7'1 x 52 I id " 52 A 3Q n 0 - Y6 90 5Z aa)39 Customer pG Kkey Folio # 11-32-05-- O/ � -- 0050 Total Sq.Ft /‘ (2/ y3 Y5 / c" Sale O Drawn by ..os Choota 1 of I 6 1 olsafe SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date 1 y7l v Building Official Metropolitan Dade County Building and Zoning Department 111 NW 1 Street Suite # 101 Dear Sir /Madame 5845 Corporation Circle Fort Myers, FL 33905 (949) 694 -5400 • 800 833 -5486 Fax (941) 694 -8000 We are the Dade County Notice of Acceptance Holder for Extruded Aluminum Roll up Shutter under no. 98-0513.04 This authorizes C-1,, -5 a -- a licensed Shutter installer to use Rolsaf s Extruded Aluminum Roll up Shutter approved under no. 98- 0513.04 to be used at the following job: - Address / City /State 4 c A k�•ovzscEO . Rcl a s :Y:.. . _ 1) , '1'his7Qrm must accompany the application for the building permit and shall become part of the permit , doc� vr�ents. 2) .17iis duthorized signature Must bear the raised corporate seal of the company holding the Dade county notice of I Acceptance. PRODUCT CONTROL NOTICE OF ACCEPTANCE Rolsafe 5845 Corporation Circle Ft. Meyers FL 33905 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 - PRODUCT CONTROL DIVISION Your application for Product Approval of: _ (305) 375-2902 FAX (305) 372 -6339 Extruded Aluminum Roll Up Shutter under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: applicant, along with Rolsafe drawing No. 97 -29, sheets 1 through 17 of 17, dated 07/01/97, revised on 09/09/98, signed and sealed by Humayoun- F -arooq PE has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 0513.04 Expires:10 /22/01 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 10 /22/98 Internet mail address: postmaster @buildingcodeonline.com . _ 9 4.0.1 , 0 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Product Control Supervisor s anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: bttp : / /www.buildingcodeonline.com Rolsafe ACCEPTANCE NO: 98-0513.04 APPROVED nu 2 9 1QQQ EXPIRES OCT 2 2 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1 SCOPE: - 1.1 This approves an extruded aluminum roll -up type shutter, as described in Section 2 of this Notice of Acceptance. It is designed to comply with the South Florida Building Code, (S.F.B.C.) 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by S.F.B.C. Chapter 23, do not exceed the design pressure rating values indicated in the approved drawings. 2 PRODUCT DESCRIPTION: 2.1 The Rolsafe Extruded Aluminum Roll -Up Shutter and its shall be constructed in strict compliance with the following documents: Drawing No. 97 -29, Sheets 1 through 17 of 17. It is titled "Roll -Up Shutter Details ", prepared by All - Farooq Corporation, dated 07/01/97, with latest revision on 09/09/98, signed and sealed by Humayoun Farooq PE.bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date. These documents shall herein after be referred to as the approved drawings. 3 LIMITATIONS: 3.1 All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4 INSTALLATION: 4.1 The extruded aluminum Roll -Up Shutter and its component shall be installed in strict compliance with the approved drawing 5 LABELING: 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved" 6 BUILDING PERMIT REQUIREMENTS: 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the South Florida Building Code in order to evaluate the installation of this system. Candido Font PE. Senior Product Control Examiner Product Control Division - 2 - • • [ 1 r • w t .985 1.985 .094 - .829 EXTRUDED ALUMINUM St AT .: -; : 6063 -76 TRACK 'A' 6063 -T6 3.000 F° - 1.270 .354 .078 2. 1 CK 'B' t6 J. 75 F.125 .354 1 .130 � 4 725 .725 1.130 1 130 _985 . 75 1 p 1 a _--1 J .125J ---- 07g] 2.307 ALT. WALL TRACK 6063 -T6 1.000 e .125 DOUBLE TRACK 6063 -T6 1" TRACK ADAPTER 6063-16 4.574 4 FULL R. .094 2.800 2" TRACK ADAPTER 6063-16 2.800 ";C..#DAPTER 2.188 . 985 4.1 16 2.850 .281 .078 t �i-- 1 .400 .125 4.574 1.270 .829 -1 - 11-° - .062 J.560 2.054 DOUBLE TRACK MULLION 6063-46 5.167 ANCHOR CLIP 'A' 6063-16 .354 - .125 .725 , t_f) i MULLION STIFFENER STEEL 2. 88 .500 2. S00 6.000 5.167 ANCHOR CUP '8' 6063 -T6 .125 TYP 2 X 2 X 1/8" 2 x 3 X 1/8 2 X 4 x I/8 2 X 6 X 1/8" STORM BARS 2 X 3 X 1/8" 2 X 4 X 1/8" 2 X 6 x 1/8" TOP SUPPORT ALUM TUBES 6063- T6 L 2.000 J EN.: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 STIFFENER FOR STORM BAR/TOP SUPPORT 12 GA. CALV. STEEL CHANNEL APPROVED AS ':S WITH THE SOUTH FLORIDA C OE DAV 9 Q- 90 G PRODUCT CONTROL D'V'S.ON BG:LDING COCE J�CGL) ?LANCE OFFICE ACCEPTANCE NO. ZP " � z U Z W 0 0 a� w 0 o_ 4. a. a � o n z •') 0 Z W e+7 0 5 Q Q � P 0 a ao�N a U O c4 ju n •-a Z N 6., Q d . -�� N J 1- H CD CC 1- 1- F- N EL J J 0 OC w J U U1 cr 0 U 01 Z O � J Q 0: ( < O } (n0 O v Er co 0 0 0 0 0 n a 0 0 rn 1 L. t t w 0 0 • f t � drawing no. 97 -29 (sheet 2 or 17) w000 HEADER REGYJIRED (SEE SCHEDULE) FOR Min. SEPARATION TD EXISTING CLASS OF Ww0Ow OR S. C. D. • - .l .cnu KAI!all 10 EXISTING W000 HEADER. Cont. ALTERNATIVE 8 I ra 1.1 nr l.r ra.n 1 -.10111.1 .'7: t L 2 a. 1/4'0- 20x4!" BOLTS W/ 7/ r r j 3/32 raNc Nu r ' - 11 "^ 0 12 0. C. 1" Min. 1/4" a -20 S. 5. BOLTS 0 12" 0. C. w/ NUT d WASHER. 1/4 ♦ x 1 /7 LAG SCRE1VS 0 6" 0. C. I /O" • -20 S. S. BOLTS 0 72- 0. C. w/ N1/7 6 WASHER 1" Al ;n. b AL TERNA LEG LOCATION Cont. ALTERNATIVE 9 Cont. NEW P. T. Y x 6' Cont. w /(2) 1 /s" ♦ x 5 LAC SCREWS O cacti STUD (MIOWIDrH OF STUD, r Min. NOMINAL) AND W/ 7 _ Min. PENETRATION INTO COSTING 57110. WALL MOUNTING SECTIONS A NOTE FOR COM8INAT /OJJ Or SECTIONS: FLOOR/ WALL/ CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. *COD HC4OER REOVIRED (SEC SCHEDULE) P0R L1;n. SEPARATION TO COSTING CLASS OF MTNDO w OR S. G. 0. A L TERNA T/ VE 10 ACCEPTANCE No. 0 (Q - 0 602....o41, EXPIRATION DATE 0 8 / V 7 ! Zoo? BY INSTALLATIONS SCALE : 1/4' - I' l etislituc; w/ I /4 • -70 . ✓ s. S. 5. M. S. • 17 0. C. FOR SPANS VP TO 5' -9' ANO O 6' 0. C. FOR SPANS UP ro 9'-0' Mar. OR 1/1" • - 20 Etcv mol. /r•mai• PANEL44rr O IT 0. C. w/ 1 7/e Wet. PE7IF1RA nON FOR SPAN UP TO 9 -O". 0 0 c 6 .4JJ" 0. 0. x 634" LONG BRASS BUSHING w/ 1 /4' • -20 x 7 5. S. S. LL S. 0 Tr 0. C. FOR SPANS (JP TO 5' -9" AND 0 6- O. C. FOR SPANS UP TO 9' -0" Mox. OR 1 /." a -20 ELCO k /female PANELAt4TE o 12" 0. C. w/ 1 7/r Min. ec..NoRAToll FOR SPANS LA° TO 9' -0". 1/4" ♦ r 1 1/1' (AG SCREWS 0 4" 0. C. -(SLR• SCHEDULE) FOR Min. SEPAR 17011 •r To EXISTING GLASS OF KNOWS' • OR S. G. O. •000 TRUSSES OR RA77CR O 74" 0. C. RCOUIRCO PRODUCT RENEWED PROD(1('T CONTROL D IVISION BUILDING CODE COMPLIANCE OFFICE NOTES: 1. INSTALLATIONS ARE ONLY VALJO FOR DESIGN WINO LOAOS UP TO #65.0. -72.0 psf AND PANEL'S LENGTHS UP TO 9' -0". 2. NEW r x 6 P. T. TO BE SOUTHERN PINE No. 2. SURFACED DRY WITH 19 M. N. C. W/ SPECIFIC DENSITY OF 0.55. J. FOR NEW W000 FRAME CONSTRUCTION :: W000 LIEA/BERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR LUUAL 0 Cont. :7 I /4" • r 1 1/r (.46 SCREW 0 6" ALTERNATIVE 1 NEW 2 6" P. T. Cont. WO00 Purr 1(((1) 5/16 • r 6 LAC SCREWS ro EACH RAFTER OR TRUSS. LOCATE SCREW .41 MI01110111 OF EXISTING WOOD MFMGER (1 Ain. NOMINAL MOTH) w/ r Lcn. PENETRATION. I / 0 -20 r 3/4' BOLTS W/ r 3 /Jr WING NUT 0 lr o. c. r x 5 w000 D£Cx R£OUIRED (NO FLUSH ALLOW£0) 0 24 0. C. RCOVIRCO .500 / 14 S r J 4 s. 0 6' 0. C. -(SEE SCHEDULE FOR Lein. SEPARATION To EXISTING CLASS OF NWDOW OR S G. 0. Cont. I ED £O Z1/-' • r 2 1/1 1.40 SCREW 0 6 0. C. ALTERNATIVE 2 ConL r r 6' .000 DECK o REWIRED (NO F?MSH ALLOWED) 14'• -20x 1• oars w/ /8 r 3/32" *INC NUT 0 1r o. c. x 4' x 1/8' Min. (6063 -15) Alum. TUB£ W/ (2) 5/16' • x 4" LAG SCREWS TO o EACH JOIST. LOCATE SCREW ArM/O11 Ex5T '. .000 o 1EMBER (r u ;n. M1111L4L w orH) W w/ r Adn. `, PENETRATION. CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS 8 SGAL£ : 1/4" - INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS IILIECOINC. nl r rr 73-cmi : i n rryrr rw0. w C1P3 K n .700 S7_ A•. Ill. 0. 4l G'.W n. .1)104 lbr.: (JO0.97I - 13 . 37 . r.. : 4103.,117i -13.31 vVVU 1 HV�b'S OR NN7LH 0 24. 0. C. RCOUIRCD d Cont. » M' MUSSES OR RAFTER • 2e 0. C. PEO/ARCD / 14 r J /4' S S. S. 11 S. • 6 0. C. Cont. --(SEE SCHEDULE FOR MI,. SEPARAT,ON -5- To EXIS77N6 GLASS OF WINOO OR 5. C. 0. 0.050" BERTHA STORM PANEL EASTERN AIETAL SUPPLY, INC .7600 2.3.d A.... SOUTH LA•Q roam. rt ,u-or r7. 5/16' ♦ x 1 1 /7 LAG SCREWS • 4' 0. C. ALTERNATIVE 3 ALTERNATIVE 4 FTC. DY.) PRODUCT CON 'r r x 6' P. Cont. WOQO PLA w /'(2) 5 /16 - • 6 LAI; SCRCww 1, � S RN7£R OR LOCAr£ scRElr A 11100101,1 or DoSTINC Mo00 11Cu1£R (2' u'n. NOMINAL wont) w/ r Alin. P£NCTRATIQN. I'x4 1 /e- Min. (6063 -T3) Arun. TUBE w/ (2)S /IC•r 1' LAO 1(S ro EACH .1051. LOCATE SCREW .4T AB0WIOIH OF CXISTWG W000 MEMBER (1" Min. MAIM( MOTH) w/ r Min. PENETRATION. APPNO l[O AS COAIPI YINC WITH TIIC !AID Fl RIDA DU!LDINr CODE _ �. ,- 118_ 1 Div S ON 5UIID;NG CODE COMPLIANCE OFFICE ACCEPTANCE NO. •It" DADE COUNTY AS SHOWN SCALE 7/7/96 OAT( 98 172 p. wvr, H.. WALTER A TlUJT Jr. P. c 110410.4 Lc. / 44767 •CW r10 aW 1. OCserorncsi O!D S0 -371 YR 7 /l/9• .ry YR SHC(T •01 6 l III ■ SI ' MA <EnUri PANCL LOAa3 V. 31 AN3 CI C - vC LOACS1 • .0.75:077 uAZ DErt. - 1/30 FOR _vE LOADS SLAT, 1/30 OR 2 FOR •vE LOADS - - r • /.1 - . THREE SPANS 11 SINGLE SINGLE SPAN TWO SPA' VS TW ) SPINS t. (` -)\E LO o / J I . / � \ ( 4-- WE LOAD \ / - N. THEE E SPANS . � E L (- LOAD ` - )vE LOAD - le cc - 0 0496607 .... '4 OErLECIION CURVE EOP p06ITIvE , sl ATOP - • /.1 . SINGLE SPAN TW ) SPINS / I . / / - THEE E SPANS . L IIII11,.1 ,b nTMI 21 III 1 1 1 1 . I 30 I I I I I I 1 1 SO 11 III I 11 1 1 I I 1 1 70 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 III 1 1 I I 1 1 90 I I I t 1 I I 1 1 1.0 1 1 7 1 1 1 1 1 1 Il l l l 1 1 1 1 I I I I I I I 1 1 130 11011, - 150 111111111 111.1 II❑ 1 III1II II : VIII(; 170 190 r ° a+.�ti3:Y ` • Tic: %tiR,:_L'.4-eYb'Si�C:::_u:�' .e ;�w:. T9 DIP DEFLECTION CUPVE AT 10 PSF b SLAT SPAN - INCHES Guide to use charts and grophs 1. Calculate Design Wind Lood requirements using ASCE 7 -88 based on building height. exposure category, roof slope and tributary area. 2 From slot performance chart. select span condition os 1. 2 or 3 to determine the number of storm bars required to meet the design loads calculated obove. 3 Based on slot. spon and number of storm bars determine the deflection of the slot for 10 psf and determine the octuol deflection for the Design Loods by proportion. Enter this deflection in step 2 of sheet 17. 4. From the shutter height and width dimensions determine the storm bar and height. Determine the deflection of the storm bar of 10 psf from the deflection obtain storm bar deflection by proportion to the design Ioods. Enter this in step 4 of sheet 17. Determine the deflection of the header of 10 psf from the deflection chort and obtain heoder deflection by proportion to the design Ioods. Enter this deflection in step 6 of sheet 17. Complete form on sheet 17 and check the deflection requirements. If deflection exceeds the allowable deflection increase the size of storm bar and /or header to bring the overall deflection under the allowable limits. Repent the procedure items 2 to 7 for both positive and negative Ioods for any given shutters. L.1L_ ' r I spacing [---- SHUTTER WIDTH SINGLE SPANS chart and deflection is O 0 3 50 70 9d 110 130 1 1 190 210, 1 1 ((I Si - .UTT� R WTCTI -I - STGI-3M—•- BAR a SHUTT : WIDTH TWO SPANS GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FCR OAOE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. a DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES. AND SAFETY FACTORS ARE IN ACCOROANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL' SATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 -T6. OR AS NOTED. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 5. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS, NUTS AND WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL. 7 SHUTTERS MAY BE MOTOR. TAPE PULLEY. OR GEAR DRIVEN. 8 DESIGN CRITERIA: FOR MULTIPLE SPANS THE COMBINED MAX DEFLECTION OF HEADER, STORM BARS AND SLATS S L/ 30 OR 2 ". FOR MULLIONS MAX DEFLECTION < q ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. SLAT PERFORMANCE LHART I1 .1111. „1111117 :I III III 111111X11 1.1111111 III 11 1.1 ;11111111 111111111111111111111111111 IIII X111111111111111:111111 VIII IIII 11111 R71 1 111111111 STORM --- BAR SHUTTER THREE SPANS Engr: OR. HU..IAYOUN FARGOO STRUCTURES FLA. PE 1 16557 0 DESIGN LOADS SHALL BE CALCULATED AS PER REOuiREMENTS OF ASCE 7 -88. BASED ON 110 MPH WIND VELOCITY. PRODUCT MARKING A LABEL SHALL BE AFFIXED ON UNIT AT RIGHT BOTTOM OF BOX WITH THE FOLLO•NING STATEMENT: 'ROLSAFE FORT MYERS. FL. - DAOE �OUNTY PRODUCT CONTROL APPROVED APPROVE^ AS COMPL YfNC tV'TH TF SOUTH Le: ;; ` BU:U:!NG CODE GAT: BY PRODUCT C- Y'T20L G:V ; BUiLLiNG CODE CO,IPL:kt;CE 0!fiC SE 09111998 �•"•cEPTANCE �o.48 IQ c 0 v f . 0 0 Ld W 0 1 .� c 0 u cn v >- .0 v 0 0 0 s a a 1 u 0 t1 0 M LJ J iJ in r C 00/ 0 s 2 1 0 0 0 10 10 1 D c drawing no 97 -29 (sheet 1 or 17) - ycl -- DRAWING No i 100.mon ..If WV. .. 1:306.o Y R , 110 •-1JI 1/1/10 A . SHEET 7 OF 8 t - - Ow 'wait* 0 FOR N,•. SEPARATION TO EXISTING CLASS OF WINDOW OR S. C. 0. 0 WOOD HEADER R£OUIR£D (SET SCHEDULE) FOR Alin. SEPARATION TO EXISTING GLASS OF w1NOOW OR S. G. D. ALTERNATIVE 1 A L TERNA T/ VE 2 (S££ SCHEDULE) FOR Min. SEPARAT/ON TO EXISTING CLASS OF WINDOW OR S. C. D. r I I /4" • • 3" LONG LAG SCREWS 060.C. w/ 1 27/J7 Alin. PfNETR4T70N ro EXISTING Woo° HEADER. A L TERNA T/ VE 3 b o H 41 1 Cont. Cont. 7 /6 • x 3/32 WING NUT 0 EVERY STUD 0 12' 0. C Con I. 1/4" / x 3' LAC SCREWS 0 6' 0. C. w/ 27/32 Ain. PENETRATION O •OW70TH OF PLATE. 7 /8' • x 3/32' WING NUT 0 EVERY STUD 0 12' 0. C. 1/4' / r J LAC SCREWS 0 6' 0. C. w/ 1 27/32" Ain. PENETRATION O AIlOW10TH OF PLATE. ht P. T. 2 • . (M.;,.) Cony. w/ 1/4' • . S LONG P` LAC SCREWS 0 C. w 1 27/32' Alin. . PENETRATION IMAM (75TL wt'00 HEADER / . I / © Cont. -(SET SCH£OUL£ FOR 14in. STPAR4T,ON TO E(7S7U.% CLASS or WINDOW OR S. C. D. W000 HEADER REOUIRED 0 7/4' • x 1 1/2' LAC SCREWS 06" 0. C. 7 /6 • x 3/J2 M1 NC NUT 0 EMERY STUD 0 12' o. c. Cont. } NE iv P. T. 2' r 6' Cont. W/ (2) 1/4' • x 5' LAG SCREWS O EACH STUD (•OWIOTH OF S (10, ?' Min. NO441144L) ANO w/ . ' LGn. PENETRATION INTO EXISTING S7U0. ALTERNATIVE 4 NOTE FOR COMBINATION OF SECTIONS: WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. - (SEE SCHEDL.L£1 FOR Inn. SEPARATION ID EXISTING CLASS OF WINDOW OR S. C. D. W000 HEADER R /74 x 3/4' S. S. S. M. S 0 6' 0. C. SECTIONS A NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO f 65.0. -72.0 psi ANO PANEL'S LENGTHS UP TO 9' - 2. NEW 2" x 6 P. T. TO BE SOUTHERN PINE No. 2. SURFACED DRY WITH 19 X M. M. C. w/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW W000 FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN 1 i10. 1 n/ .) L.It1(, 1/LIYJIII (Jr t1.J-7 UK tut/AL. 1 • • 2' .726 (M:n.l A4nn. RIOT w/ 1/4' • r 4 cork LAG SCREWS 0 6" 0. C. W 7 27/32' Alin. PENETRATION TO OiS7wNc w000 HEADER. { { 1 h I Cant 7/6 I r 3 /3Y WING NUT • EVE77Y STUD • 72' 0. C. Cont. 1 • r 4" + .725" 6063 -TS Ah1m. TV8£ (Cont.) (2) 1/4 • r 4• LAC SCREW O UCH 51V0 (MIOmOTH OF S1710, 2' 14n. NOAlINAL) ANO w/ 2' WI. PENETRATION INTO 07ST7n.0 571/0. ALTERNATIVE 5 WALL MOUNTING INSTALLATIONS SCALE : 1/4 - t' 1 1 = 1.1. Irak. 1• I /rip, 0 I OW( INFIL Gzl 10- 0 0 M000 HEADER R£LK/7R£D (SEE SCHEMA. f) FOR Lin. SEPARATION TO (%IST7NC CLASS OF wLNDOW OR S. C. O. --A-- 1/4' • r 1 /2' LAC SCREWS 0 6" 0. C. 1/4 I r 3" LONG 1AC SCREWS o 6 ' 0. C. W/ 1 27/32" M:n. pEN£TRA7ON TO DaST7C MOO° HEADER. b 9g ; Nj J Cont. 0 NZ 0 Conf. ALM w► *k AN_ • Fir •III1"' NEV' 6 P. T. 7"x 6" Cont. W/ (2) 1/4' • r 3 LAC SCREWS O EACH STLA) (MIOw70174 Or 377J0. 2' Min. NOMH44L) ANO w/ 2' LGn. POd7RAf0N INTO ExISTIllC STUD. TTUJT 1 L. I 8141: t trvunttin.•• L wr..n 1 /3/5 I( I, sow, 2.. 1i•. III. $170 44 CO oAr n. 11/ h••.• t ,J05707I -IS33 . 7•.: (.Ytl.M71 -1311 ConL B / IILIECOINC.\ WALTER A Tg1Q Jr, P. E ft0'9IA4 L'C. / 44157 7 /LT' • r 3/32' w IC NUT O EVERY SIVO • 12" 0.0 f Cont. L 1/4' I -20 S S. Bars 12'o.C. w/ NUT .t WASHER EXPIRATION DATE Op / Si PRO . e0 CONTROL DIVISION BUILDING CODE COMPLIANCE OFFIC87 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS *C00 HEADER RfOUIRf0 (SEE SCH£DL[£) FOR Min. SEPARATION TO EXISTING GLASS OF WINDOW OR S. C. 0. ALTERNATIVE 6 PRODUCT RENEW ERNA TIVE 7 ACCEPTANCE No.0 O- o v O Z C) Zo• APPROVED AS COMPLYING Wall TIIC SOUTI N FIQR 1 BUILDING CODE T r .76C0 7.M A.*. SOU'' 0.050" BERTHA STORAI PANEL 1, / x 1' LONG LAC SCRI' O6 - O. C. w/ 1 27 /J2' Min . PENETRATION TO DOS TING wc.00 HEADER. PRODUCT CO$0. 1 DIViS.ON BUILDING CONE C ?;PIIANCE OFfiCF. 4cctPfANCE NU.=1y-P$ /'l • I _ EASTERN METAL SUPPLY, INC AS SM7wN SCALE 7/7/96 DATE Cont. 7 /B' I r • 3 /J2' WING NUT 0 EVERY 571/0 0 12 _ 0. C. 1/4' • r 3" LAC SCREWS 0 6' 0. C. W/ 1 27/32' Min. PENETRATION O L.OWI0TH OF PLATE. DADE COUNTY. 3