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1219 NE 96 St (6)• -.+ rf. � ti++-.w _.__ w.� .C. r ++. -+..e wwr ..�....�r w..+v� •+ s As ro.+s ' argar +vry %# 1. 0. - >N+xwv r.. -- ►.wane . o r w*rww. -.wir e Dow t frttf, .r z-o. Wirt A.ao t .�•; ,e.4uvsat . i • .6. 4d C0:4C4 SL CU FIL L. x 4 ties% No, to GA. 0(.11 -Y.) cur J oi4r ra . otl.OW 1N'3117S 1.,Na Op. WALLS /6 IeN p OVE p CaNC,. Bt �.^9 e. GA i`AC E / bco S z 3 /' sre, $Ap$ i$EtIr 1 8q t acN i V p a FLoo UT /L rY 4 WNELF GARAGE /< /TC 11 /V 150 CFM /2Xb CBML PLENUM zax�� fi 6x row G E A /f/ wrT// /f5 /C (.4.i // !AT NOT � REF. LiNSS A1 URAir.. RuiJ .UtUDER HOUSE } DRAIN 1 � 1 1/ 1 p /N /NG- /200M 1/ /` RET (/R , Y/8L �8 S OCtlON t z ..rs. 1 2_00 iz x8C13Mt. CA1E /'' /'cif 4 7"0^/ G.5 CoND. uti YA9'/9 'E• 23O///60 F2.A ;26.1 l '}xly /2x5' 1 REAR 29X 6 VML 3 2 5 a CFM fLOR1Q/A Roo!`-1 FRONT Al2 C()\ Di TIG ■ i/ R 00 PI 2.0o CFM /; x3Cc3ML • . .r zoo CFM /.Z X8CQNI /goCrM /,zx GSM/ 5ED /?o oM ,C ED ROQ M 8xb-" /aocFM /i}X 6 VML 1 N orE ExPosED o u<:T THIN C. Los ar OATH 3 AT H / 8 o c Iv I2X3Ci31 . 01-7.0 12 O ot-t MR6. JOIN SHOW I\i ;rE R / 2./9 /V4 96're `a'i'm l r ,. MIAMI SHORES All C()NDI T 1ONIK 765 N. E. 79th .ST. [\' At \ '11, FLOW DA 7 ,A E 72775 : s \1t:�. 258 (1`t) 13 ` 20 25 30 35 40 45 50 55 50 BUILDINGS EQUAL OR LESS THAN 60; FEET EIGE • 402r4LOB$ . lO DEG. 16OF i - ! ... 7 ... I ON$ ZQNB ZONE X4$5 4 5 4 &5 s • 777. - 43, 2 ,45.1 x 57.2 46.9 49.9 62.1 50.0 52.7 55.0 57.2 59.1 60.9 62.6 64.2 Bx2OSURE .. c 53.1 1 66.2 56.0 1 69.7 58.5 1 72.8 60.8 1 75.7 52.9 78.3 64.3 30.7 66.6 1 82.9 68.2 35.0 ZONE 39.6 42.9 45.8 48.2 50.4. 52.4 54.1 55.3 57.3 58.3 NOTES: BLDGS. 60 FT. HIGH OR LESS USE EXPOSURE C FOR ALL BLDGS. a = 10% OF MINIMUM WIDTH OR .4h, WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER 4% OF MINIMUM WIDTH OR 3 FT. LOADS, POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. SLOPE "<10 DEG. ZONE 4 42.0 45.6 ZONE 5 52.1 56.6 48.6 60.3 51.2 63.6 53.5 66.4 55.6 69.0 57.5 71.4 59.3 73.6 60.9 75.6 52.4 77.5 NOTES: BLDGS. GREATER THAN 60 FT. IN HEIGHT. USE EXPOSURE C FOR NON - COASTAL AREAS. USE EXPOSURE D FOR COASTAL AREAS a = 5% OF MINIMUM WIDTH OR 0.5h, WHICHEVER IS SMALLER. POSITIVE LOADS CAN BE GRADUATED FLOOR BY FLOOR USING ELEVATION ABOVE GRADE AT PARTICULAR FLOOR. NEGATIVE LOADS MUST BE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. SEE ABOVE ILLUSTRATION FOR DETERMINATION OF ZONES. WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7-88 BASIC WIND SPEED: 110 MPH IMPORTANCE FACTORS: 1.05 TRIBUTARY AREA: 20 SQ. FT. HIGHT ZONE ZONE 5,6 &7 5 (ft) --- - -- 10 35.5 20 38.5 30 43.2 40 46.9 50 50.0 60 52.7 80 57.2 59.6 100 61.0 63.5 120 64.3 56.9 140 67.1 69.9 160 69.8 72.6 180 72.1 75.1 200 74.3 77.4 220 76.4 79.5 240 78.3 81.5 260 80.1 83.4• 280 81.9 85.2 300 83.5 86.9 320 85.0 88.5 340 86.5 90.1 360 87.9 380 89.3 93.0 400 90.6 94.3 APR I. 5 1996 BUILDINGS GREATER THAN 60 FEET HIGH EXPOSURE C 91.6 ZONE 6 EVALUATE NEGATIVE LOADS AT ROOF ELEVATION 90.5 96.4 101.6 106.1 110.3 114.0 117.5 120.8 123.8 126.7 129.4 132.0 134.4 136.8 139.0 141.2 143.3 ZONE 7 121.3 129.3 136.3 142.4 147.9 153.0 157.7 162.0 166.1 169.9 173.6 177.0• 180.3 183.5 186.5 189.4 192.2 ZONE 5,6&7 53.0 56.1 60.9 64.5 67.4 69.9 74.0 77.4 80.3 82.8 35.1 87.1 88.9 90.7 92.2 93.7 95.1 96.5 97.7 98.9 100.0 101.1 102.2 EXPOSURE D ZONE 5 EVALUATENEGATIVB LOADS AT ROOF ELEVATION 77.1 80.6 83.6 86.2 88.5 90.7 92.6 94.4 96.0 97.6 99.0 100.4 101.7 103.0 104.1 105.3 106.4 ZONE 6 117.1 122.4 126.9 130.9 134.5 137.7 140.6 143.3 145.8 148.2 150.4 152.5 154.4 156.3 158.1 159.9 161.5 AL- FAROOQ CORPORATION ENGINEERS, PLANNERS do PRODUCT TESTING 1235 SW 87 AVE W)1l, FLORIDA 33174 (305) 264 -8100 ZONE 7 157.0 164.2 170.3 175.6 180.4 184.7 188.6 192.2 195.6 198.8 201.7 204.5 207.2 209.7 212.1 214.4 216.6 AFC 94-01 or P4411 cmpitt- al U •It it $ cReo Pool s --Sete So. Z164 SlNrat, �� • It 1GL. c f t a:4 . ` Sti a . too. E:. L V. rY �i G.u8L11 A .rIU I . `1i'P�`< PA xest r t GAR roop. 1 L ' rf Pis ii. q• n ti IPQ pl;' QN ft/VC H SIC '. u4 <. LP po4 . IRAc.t fa _p _...___. � u �I.RR's N $AT tca TYPO Ari . a n.�r wt. _..;... MtdMI :1 ACN- t�A 3 tit 36 G AG � 7 V Nye 'Y. R. a N T1 M.8 c7 45+A �3 3�E'34. . K. GiE:�$9 SVe. R �• MtAMr �4 r.,.. -e ...aanautiw..::q.n . c•,... i.,., n.+ w; vaw ,ct..,....c:•...:. —.. -...._ ......... _..:, w�,......+.-+ w.....,•„r..,.........-. e,.,.. y.••..,....••.- ..,,.,.......,.....,. -e.,.— ..,. -.art ..:.�.. -.� •..•.rte 9 A ANCHOR SPACING CHART 1 PLDACC01 1 D .,N ANCHOR SPACING CHART, ..6 * LV • ■ EM E EU 110 ME E WE EMMEN EM LUMEN ME E MENEM NE NE MEMMEE MEN MESONEEEEEN MEMMEMEM IliNNEMEMEN MMEMOMMENEN MEMMITI 40 60 80 1 awl 1,01 1 AOS ANCHOR SPA! INO CH 8 ART j M ■■ ■___ ( ` -. N■ ■■ ■■ ■ ■■ ._ _ . ■■ &iaNNm. _ NN w1\wu ■ N . ■■ ME M LAINI Illali RI NEEMME N. ■ 1►4/11�E: MN En11.911V Iwo rs m 120 140 SLAT SPAN - INCHES SLAT SPAN - INCHES W m u) � a cn m ^ N N .I mm 40 FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE .• 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING By TN TH MULTIPLYING WTE FACTOR BELOW EDGE 0 15T.12d +r Od -2 -1 /z 8d -2 16d- 1 -1/z' 5d=1 -1/4' FACTOR 1.00 ] 0.86 I 0.71 1 0.57 0.50 EXAMPLE: FOR .3" EDGE DIST. SPACING -. 1Y O.C. (FROM C?MR1) FOR 2' EDGE DIST. SPACING -• 12 X .71 - 8,5 0.C, TYPICAL EDGE DISTANCE IN WOOD -. 1 -1/4' NO REDUCTION FACTOR 15 REQUIRED RLOA0002 40 60 80 100 120 140 SLAT SPAN - INCHES ANCHCR SPACING CHART 7 RLDACCD7 "'" 60 E30 100 120 140 SLAT SPAN - INCHES AC L4 a 0 0 z 0 MEM ■ ■N■MIO 111 ^ ►vim■ MEMEMEM MIOMMUMM „■■■M'■ ^ ■■■■ME■ ■ MEMMEME MENWINIM M. 1 NNE■■ m tIIIu NONEREWIM IaNmmNu , m mL CI m ^ L lis 0 v <- 0 J m ^ H m W m O ^ v ANCHOR SP CHART 3 RL;)ACCO3 40 60 80 100 120 140 SLAT SPAN - INCHES 7 80 10 120 SLAT SPAN -I INCHES TYPICAL ANCHORS ANCHOR €° 1/4' TAPCON 1 -3/4' EMBEDMENT TO CONCRETE 1 -1/4' EMBEDMENT TO BLOCK ANCHOR O= #14 S.M.S. ' WV/ RA'WL SCRU -LEAD INTO CONCRETE 1 -1 /r EMBEDMENT. ANCHOR ©a 1/4" x 1 -1/4' METAL HIT ANCHORS (W/ ZAMAC 30DY) 1 EMBEDMENT TO CONCRETE OR BLOCK ANCHOR DO- 1/4' RA'WL. CALK -IN. STAR TAMPIN' OR EQUAL TOTAL ANCHOR BODY INTO CONC. ANCHOR EO= f14 S.M.S. INTO WOOD, 1 -1/2" MIN. EMBEDMENT (S.C.- 0.47) NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO. TILES, ETC.) 140 140 a m a ^ o m N►m■ ■em'GO'i OR SP• a O ^ „11111111.1..N ■ ■■ z ■ ■,� ■ ■ ■� ■ ■■ HID ■ ■■E■■,.■■ • , .1■■ ■ ■1►1111■ m MINI► NI; ■ ■ ■MME • ■.a!! 7NNN■N■ mmmimmummom m N��N��, :� ice_ 40 60 G0 100 120 140 SLAT SPAN - INCHES r RJ- CV E?+ : HULUYOUN FAROOQ PE f 16557 � MOM MMO RLOACODS ■ MEMEM j ANCHOR SPACING CHART S INEEMMMMMEMM MIIMMWMMINE UMMINIMMUMM M1 ■ ■ ►M■1■■■ MEMMEMOMM MMMU, ■■,■ E■EM■■■EM ■HIM A N MMEM ■ ■■"'EE, ■■■„M"■ ■■■■",E' ANCHOR SPACING CHART ID RLDA001H 40 60 80 100 120 SLAT SPAN - INCHES 140 APPROVED AS COMPLYING 1YlTH THE SOUTH FLORIDA BUILDING CODE DATE] e BY PRODUCE- CO ; ;TROL DIV S.ON BUILDCNG CODE C MPLIANCE OFFICE ACCE?TANCE NO. - qU' I - 0 19 =(� z 0 � o I ° O O N 8 w z ,-, 0 < < o ° 1 co CG 1 CuI N 1 Z��� CA M ; z W �v 1 T 1 J 0, O o U m z Z Wo o Z 0 LO CC VI ..o 0 . 0 1 drawing no. 94 -83 (3heet 4 of 4 140 u. a o a CI 0 -- J z U m H (n w 0 N 0` -, Ln USE CHARTS 1 THRU 10 TO REQUIREMENTS AND STRESS LOAD /SPAN COMBINATIONS FOR ANCHOR SPACLNG RLDACCD4 40 60 B0 100 120 SLAT SPAN - INCHES MEMINIMMEMME MMEMENIMMEM 1.L , ■E'■ ■■N■■ MWMMEMMEMMU w,",■.■. MEM MOIMMEMEMEME ■IRNMEM■,■■' 1111111111311111111,11111111 ■ ,�„��■'.■ I Iiiiii ■■■■E M"E,■ ■■■■w',.,■, ■■■■■MMEMEM ■■■■■■■\ME■ MIEN I■MO ANCHOR SPACING CHART 9 RLDACC09 40 0 8 100 120 SLAT SPAN - INCHES VERIFY ANCHOR UM TAT10NS OF HEADER AND SILL. ANCHOR SPA! INO CH 8 ART j M ■■ ■___ ( ` -. N■ ■■ ■■ ■ ■■ ._ _ . ■■ &iaNNm. _ NN w1\wu ■ N . ■■ ME M LAINI Illali RI NEEMME N. ■ 1►4/11�E: MN En11.911V Iwo rs m 120 140 SLAT SPAN - INCHES SLAT SPAN - INCHES W m u) � a cn m ^ N N .I mm 40 FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE .• 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING By TN TH MULTIPLYING WTE FACTOR BELOW EDGE 0 15T.12d +r Od -2 -1 /z 8d -2 16d- 1 -1/z' 5d=1 -1/4' FACTOR 1.00 ] 0.86 I 0.71 1 0.57 0.50 EXAMPLE: FOR .3" EDGE DIST. SPACING -. 1Y O.C. (FROM C?MR1) FOR 2' EDGE DIST. SPACING -• 12 X .71 - 8,5 0.C, TYPICAL EDGE DISTANCE IN WOOD -. 1 -1/4' NO REDUCTION FACTOR 15 REQUIRED RLOA0002 40 60 80 100 120 140 SLAT SPAN - INCHES ANCHCR SPACING CHART 7 RLDACCD7 "'" 60 E30 100 120 140 SLAT SPAN - INCHES AC L4 a 0 0 z 0 MEM ■ ■N■MIO 111 ^ ►vim■ MEMEMEM MIOMMUMM „■■■M'■ ^ ■■■■ME■ ■ MEMMEME MENWINIM M. 1 NNE■■ m tIIIu NONEREWIM IaNmmNu , m mL CI m ^ L lis 0 v <- 0 J m ^ H m W m O ^ v ANCHOR SP CHART 3 RL;)ACCO3 40 60 80 100 120 140 SLAT SPAN - INCHES 7 80 10 120 SLAT SPAN -I INCHES TYPICAL ANCHORS ANCHOR €° 1/4' TAPCON 1 -3/4' EMBEDMENT TO CONCRETE 1 -1/4' EMBEDMENT TO BLOCK ANCHOR O= #14 S.M.S. ' WV/ RA'WL SCRU -LEAD INTO CONCRETE 1 -1 /r EMBEDMENT. ANCHOR ©a 1/4" x 1 -1/4' METAL HIT ANCHORS (W/ ZAMAC 30DY) 1 EMBEDMENT TO CONCRETE OR BLOCK ANCHOR DO- 1/4' RA'WL. CALK -IN. STAR TAMPIN' OR EQUAL TOTAL ANCHOR BODY INTO CONC. ANCHOR EO= f14 S.M.S. INTO WOOD, 1 -1/2" MIN. EMBEDMENT (S.C.- 0.47) NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO. TILES, ETC.) 140 140 a m a ^ o m N►m■ ■em'GO'i OR SP• a O ^ „11111111.1..N ■ ■■ z ■ ■,� ■ ■ ■� ■ ■■ HID ■ ■■E■■,.■■ • , .1■■ ■ ■1►1111■ m MINI► NI; ■ ■ ■MME • ■.a!! 7NNN■N■ mmmimmummom m N��N��, :� ice_ 40 60 G0 100 120 140 SLAT SPAN - INCHES r RJ- CV E?+ : HULUYOUN FAROOQ PE f 16557 � MOM MMO RLOACODS ■ MEMEM j ANCHOR SPACING CHART S INEEMMMMMEMM MIIMMWMMINE UMMINIMMUMM M1 ■ ■ ►M■1■■■ MEMMEMOMM MMMU, ■■,■ E■EM■■■EM ■HIM A N MMEM ■ ■■"'EE, ■■■„M"■ ■■■■",E' ANCHOR SPACING CHART ID RLDA001H 40 60 80 100 120 SLAT SPAN - INCHES 140 APPROVED AS COMPLYING 1YlTH THE SOUTH FLORIDA BUILDING CODE DATE] e BY PRODUCE- CO ; ;TROL DIV S.ON BUILDCNG CODE C MPLIANCE OFFICE ACCE?TANCE NO. - qU' I - 0 19 =(� z 0 � o I ° O O N 8 w z ,-, 0 < < o ° 1 co CG 1 CuI N 1 Z��� CA M ; z W �v 1 T 1 J 0, O o U m z Z Wo o Z 0 LO CC VI ..o 0 . 0 1 drawing no. 94 -83 (3heet 4 of 4 140 u. a o a CI 0 -- J z U m H (n w 0 N 0` -, Ln USE CHARTS 1 THRU 10 TO REQUIREMENTS AND STRESS LOAD /SPAN COMBINATIONS FOR ANCHOR SPACLNG RLDACCD4 40 60 B0 100 120 SLAT SPAN - INCHES MEMINIMMEMME MMEMENIMMEM 1.L , ■E'■ ■■N■■ MWMMEMMEMMU w,",■.■. MEM MOIMMEMEMEME ■IRNMEM■,■■' 1111111111311111111,11111111 ■ ,�„��■'.■ I Iiiiii ■■■■E M"E,■ ■■■■w',.,■, ■■■■■MMEMEM ■■■■■■■\ME■ MIEN I■MO ANCHOR SPACING CHART 9 RLDACC09 40 0 8 100 120 SLAT SPAN - INCHES VERIFY ANCHOR UM TAT10NS OF HEADER AND SILL. rs m 120 140 SLAT SPAN - INCHES SLAT SPAN - INCHES W m u) � a cn m ^ N N .I mm 40 FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE .• 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING By TN TH MULTIPLYING WTE FACTOR BELOW EDGE 0 15T.12d +r Od -2 -1 /z 8d -2 16d- 1 -1/z' 5d=1 -1/4' FACTOR 1.00 ] 0.86 I 0.71 1 0.57 0.50 EXAMPLE: FOR .3" EDGE DIST. SPACING -. 1Y O.C. (FROM C?MR1) FOR 2' EDGE DIST. SPACING -• 12 X .71 - 8,5 0.C, TYPICAL EDGE DISTANCE IN WOOD -. 1 -1/4' NO REDUCTION FACTOR 15 REQUIRED RLOA0002 40 60 80 100 120 140 SLAT SPAN - INCHES ANCHCR SPACING CHART 7 RLDACCD7 "'" 60 E30 100 120 140 SLAT SPAN - INCHES AC L4 a 0 0 z 0 MEM ■ ■N■MIO 111 ^ ►vim■ MEMEMEM MIOMMUMM „■■■M'■ ^ ■■■■ME■ ■ MEMMEME MENWINIM M. 1 NNE■■ m tIIIu NONEREWIM IaNmmNu , m mL CI m ^ L lis 0 v <- 0 J m ^ H m W m O ^ v ANCHOR SP CHART 3 RL;)ACCO3 40 60 80 100 120 140 SLAT SPAN - INCHES 7 80 10 120 SLAT SPAN -I INCHES TYPICAL ANCHORS ANCHOR €° 1/4' TAPCON 1 -3/4' EMBEDMENT TO CONCRETE 1 -1/4' EMBEDMENT TO BLOCK ANCHOR O= #14 S.M.S. ' WV/ RA'WL SCRU -LEAD INTO CONCRETE 1 -1 /r EMBEDMENT. ANCHOR ©a 1/4" x 1 -1/4' METAL HIT ANCHORS (W/ ZAMAC 30DY) 1 EMBEDMENT TO CONCRETE OR BLOCK ANCHOR DO- 1/4' RA'WL. CALK -IN. STAR TAMPIN' OR EQUAL TOTAL ANCHOR BODY INTO CONC. ANCHOR EO= f14 S.M.S. INTO WOOD, 1 -1/2" MIN. EMBEDMENT (S.C.- 0.47) NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO. TILES, ETC.) 140 140 a m a ^ o m N►m■ ■em'GO'i OR SP• a O ^ „11111111.1..N ■ ■■ z ■ ■,� ■ ■ ■� ■ ■■ HID ■ ■■E■■,.■■ • , .1■■ ■ ■1►1111■ m MINI► NI; ■ ■ ■MME • ■.a!! 7NNN■N■ mmmimmummom m N��N��, :� ice_ 40 60 G0 100 120 140 SLAT SPAN - INCHES r RJ- CV E?+ : HULUYOUN FAROOQ PE f 16557 � MOM MMO RLOACODS ■ MEMEM j ANCHOR SPACING CHART S INEEMMMMMEMM MIIMMWMMINE UMMINIMMUMM M1 ■ ■ ►M■1■■■ MEMMEMOMM MMMU, ■■,■ E■EM■■■EM ■HIM A N MMEM ■ ■■"'EE, ■■■„M"■ ■■■■",E' ANCHOR SPACING CHART ID RLDA001H 40 60 80 100 120 SLAT SPAN - INCHES 140 APPROVED AS COMPLYING 1YlTH THE SOUTH FLORIDA BUILDING CODE DATE] e BY PRODUCE- CO ; ;TROL DIV S.ON BUILDCNG CODE C MPLIANCE OFFICE ACCE?TANCE NO. - qU' I - 0 19 =(� z 0 � o I ° O O N 8 w z ,-, 0 < < o ° 1 co CG 1 CuI N 1 Z��� CA M ; z W �v 1 T 1 J 0, O o U m z Z Wo o Z 0 LO CC VI ..o 0 . 0 1 drawing no. 94 -83 (3heet 4 of 4 140 u. a o a CI 0 -- J z U m H (n w 0 N 0` -, Ln USE CHARTS 1 THRU 10 TO REQUIREMENTS AND STRESS LOAD /SPAN COMBINATIONS FOR ANCHOR SPACLNG RLDACCD4 40 60 B0 100 120 SLAT SPAN - INCHES MEMINIMMEMME MMEMENIMMEM 1.L , ■E'■ ■■N■■ MWMMEMMEMMU w,",■.■. MEM MOIMMEMEMEME ■IRNMEM■,■■' 1111111111311111111,11111111 ■ ,�„��■'.■ I Iiiiii ■■■■E M"E,■ ■■■■w',.,■, ■■■■■MMEMEM ■■■■■■■\ME■ MIEN I■MO ANCHOR SPACING CHART 9 RLDACC09 40 0 8 100 120 SLAT SPAN - INCHES VERIFY ANCHOR UM TAT10NS OF HEADER AND SILL. FAS71a1ER SPACING IN. BASE IAAT. ANCHOR 40 PSF 70 PSF CONCRETE 1/r TIC" 1 -3 /r WO. 24 24 BLOCK 1/4- OPoN( PIN 1' OABED. OR 1/r TAPQONS 1 -1 /r 0430. 1 2 7 w00D 1 2 S.Y.P. #t4 9d 1 -1/sr 11431D 18 10 I DOUBLE 2X4 MIN. WOOD HEADER DOUBLE MIN 2 X 4 'W000 SILL PLATES T+ ANCHORS AS PER CHART 7 1 . A N .nd •. Hier 31a',40 r 9 0 Ao 0 a- a z r') cr Z W rn O O ¢ o - O Nero Y4 W N z C 0 1 ANCHORS AS PER CHART 7 2 X 2 x 1/8' 1 2 X 3 X 1/3' 2 X 5 X 1 ALUM ANGLE 5063 -T6 /2 X 2 X 1/3" 2 X 3 X 1/e 2 X 5 X 1 /8 8 ' ALUM ANGLE 6063 -76 ANCHORS AS PER CHART 7 WOOD INSTALLATION DETAIL OTHER CONDmONS SIMILAR 1/4 X 3/4' STUDS w/ NUT & WASHER CR 1/4-20 X 1/2' M.S. W/ LOCK NUT a Er 0.C. 1/4 X 3/4' STUDS 'N/ NUT Q 'WASHER OR 1/4-20 X 1/2" M.S. W/ LOCK NUT 0 S' O.C. SLAT SPAN 1 -1/4' 1 -3 4 2 X 4 X 1/8' 2 X 5 X 1/8' ALUM ANGLE CONT. alST1NG 'N000 TRUSSES 0 24 0.C. MIN. 2x4 MEMBERS MIN. S.G. = 0.51 2 x 3 x 1/6" AL 1M. ANGLE W/ 1 /4 THRU BOLT W/ WASHER & NUT 0 6' 0.0. COUNTER TOP CONDFTIOH (PASS THRU W NDCW) MAX SHUTTER HEIGHT - 6 FT. (3) IS 14 S.M.S. 0 EACH RAFTER 2' .MIN. PENETRATION 1/4" PLYWOOD GJCISTING SCF1-11 r i rte. � r. ii. i r rr r r i. � ►. i iri HEADE$__C0NNFCTION TO WOOD TRUSSES MAX. SHUTTER HEIGHT r 9 FT. MAX. DESIGN LOAD d 97 PSF ENGSNEFR: HUSLAYOUN FARDOQ PE ; 16557 JAh2 u 995' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY _ PRODUC NTRCL DIV:S ON BUILDING CODE OtrPLIANCE OFFICE ACCEPTANCE N0 14 - 1 • I b Crowing no. 94 -83 sheet 3 of 4 1 i .610 3.600 1.100 1.250 -� .125 TY? 1.350 -+- 1 . 250 --a 1.250 i ce - 3.550 338 -� INSIDE MOUNT u F• c1 5063 -T6 RCN -90 3.675 1.938 062 --.125 TYP h •• .250 - fr'(/ F.062 610 i+-- W1ALL 510U'NT HE ER SI 1 6063 -T6 RON -91 MALI LOCKING SLAT 6063 -T6 RON -95 /(1.20D 2.563 .4ALE L OC19NG SLAT 6063 -T6 RON -96 3.500 \ 5040 -.5810 3.105 'He- -- 2.500 .062 TYP 1.329 5.000 7-.062 TY? BLADE 6063 -T6 5040 .681D 90' END SLAT 6063 -T6 RON -93 .667 � + 062 TYP 2.530 FAT END SLAT 6063 -T6 RON -94 F TTt 1 TRA ACAS D3 6063 -T6 RON -97 .094 TYP - .2200 3570 .5040 .68113 1.000 .125 - -1n-•- -4. -1.750 FLOOR SHOE 6063 -76 RON -1058 2 x 2 x 1/8' TUBE 6063 -T5 2.700 3 r-. A 9 � #10 z 3/4' HEX TEKS 0 12' 0.C. TYPICAL CQRta DETAILS SILL BOTTOM ANGIF 6063 -T6 R0N -89 1 FOR INSTALLATION DETAILS SEE SHEET 2 do 3. j 5.000 rrpICAL FFVATIQN .125 TYIR 2 X 2 X 1/8' 2 X 3 X 1/8' 2 X 4 X 1/8' BUILT -OUT ANAL. 6063 -76 (2) 1/4" TAPCONS OR (2) 3 14 S.M.S. TO BUILT -OUT OR SILL BOTTOM ANGLE 2 X 2 X 1/8' ALUM TUBE 6063 -T6 PRODUCT MARKiNti A LABEL SHALL BE AFFIXED ON LOCKING MEMBER OF UNIT ABOVE THE LOCK 'ATM THE FOLLOWING STATEMENT. ROL.LADEN INC. HAL AND,41F, F1_ A.C.CA ACCORDION SHUTiFR 'DADE COUNTY PRODUCT CONTROL APPRO THIS PRODUCT PASSED LARGE MISSILE IMPACT TEST AND WAS CYCLED TO DESIGN PRESSURE RATING = + 112 PSF, - 217 PSF; FLOOR SHOE (2) 3 14 X 3/47 S.M.S. ANCHORS: EMBEDMENT Qc EDGE DISTANCES SHOWN ARE BEYOND THE 'HALL & FLOOR COVERING (STUCCO, TILES, ETC.) 0ENFBAL NOTES THIS SIxU'OrURE S DESIGNED AS PER T1HE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR LACE COUNTY. ALSO FOR NIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2, DESIGN CRITERIA FOR ALL;'MINUM, MINIMUM MECHANICAL. PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE 'WITH THE 'ALUMINUM CONSTRUCTION MANUAL' LATEST EDITION. 3. ALUMINUM ALLOYS: ALL E SHALL BE ALLOY 6063 -75, CR AS NOT. . STEa SURFACES TO BE PLACID ',N CONTACT 'WITH ALUMINUM SHALL BE OVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WiTH FEDERAL. SPEC. NO. TT? -645, OR BE GALVANIZED. ANCHORS SHALL BE AS USftD, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATER AL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS, NUTS AND WASHERS SHALL BE STAINLESS SitEL OR ALUMINUM ALLOY 2024 -74 OR 7075 -76, OR PLATED 01tEL 7, 7H DESIGN AT ANY GiVEN ELEVATION SHALL COMPLY WiTH THE TABLES PERTAINING TO THE aPOSURE/ZONE. 9. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION 5 L /30 CR 2'. 9, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. U. 9 " SLAT PERFORMANCE CHART ami l■NINIIIMalli mm 1111111011111111=111HIM pgOpp�1•pppppppOp ppppppp��pppppgppp pppppp�lpppppOpp ppNppp�pppppppppp ppp ppp•pU1pppppppp pppp & *___ _ ppBpppp� \ppppppppp ppppppii 1•IMMIppppp 11111111111 IMMI 111 . 111111111111 111111INIMIIIMINIIMIMIll ppppppppp pp•pp•••pp\Ippp•eNI! 1111111111111111111 • 1 •11111111111•11•111•11M111111 p �pppppppppp ►�pp�t!'1 /pp p _p p _ p . - - pp _ p- p11111JI1■=11- p1."L 1111111k11111111111111111 pI /pp I 11 !' /•pt•pNIO /Ippppl• pp 11111p•pp11111►1• •p•••p__ pp•pppp11E ACCDRDICN CDnPARATINE ANA4_TSIS BASED DN TEST REPORT FE -94 -332 AXIM i DEFLECTION 9PAN/3a AT tEDATTrE LOAD SPA '3a CR 2' AT POSITIVE TEST SPAN • 96 Ln. DESIGN LOAO • 217 PSF CEF ECTIAN • 1.807 in. Cd..l 68 78 80 90 100 110 120 130 140 150 SLAT SPAN - INCHES USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. EMANE HUi4AYOUN FAROOQ PE f 16557 JAN 2 61995 L OAD 67)lb APPROVED AS COMPLYING WITH THE SOUTH FFLORiDA 3U:LDING CODE p DAT' 1 h/LLC�!1� Z 19q - BY PRODUCT CONTROL DiV S Ufi BUIID NG CODE Ci"�Pt p CCEPTANCE N0, z1 -t� ,� l ) ) O a U v •0 0 0 c c 0 1 • J rn z i 1 ) drawing no. 94 -83 sheet 1 of 4 USE SAJAE CHART AS HEADER ANCHORS A.B.C.3 OR E O 18' O.C. .38o DA -J NYLON BUSHING O X R2 X 1 X 1 /8' ALUM ANGLE AS REQD. AT BUILT —OUT CONDITIONS 3/16' POP RIVETS 0 18' O.C. END CONOMON AT BUILT - our CFIUNG dc_ tQCR YOUNTS -- lJ A SECTION A -A .150 MAX TYP ALUM RIVETS r .15Q p 1 x 1 x 1/e () ALUTA ANGLE FOR END CONDITION O BUILT —OUT SEE DETAIL LEFT 3/16' POP RIVETS 0 1r O.C. FOR GENERAL NOTES AND EXTRUSION CETAILS SEE SHEET 1 OF 4. FOR ANCHOR REQUIREMENTS SEE SHEET 4 OF 4. .060 FORMED STAINLESS 51 ROLLER HOUSING f14 X 3 S.M.S. STAINLESS STEEL r- .500 CA / NYLON BUSHING SLAT S ?AN GLASS USE SA1.4E CHART AS HEADER IAN SFPARATION�3 -1 /Y 0 1 SOLID 1/f D{A. ALUM. LOCKING ROD ALL !AQUNTS 3 - 2' FOR INSIDE H,V'OLE 1 I I I LOCK HANDLE CAN ,.L - -0° BE INSTALLED t I INSIDE OR OUTSIDE SECTION 3-9 SECTION D -Q CHAE3T 1 4.SE ANCHCR!CONC ;91:1414 ,'WOOD A : A 5 I 9 7 ' — 0 I 10 i — 3 -1/2' 44 FOR OUTSIDE FW'OIE 1/4-20 x 3/4 STUDS W/ NUT c WASHER OR 1/4-20 X 1/2' M.S. W / LOCK NUT O 3' O.C. USe BUILT —OUT CONDITION L 2 X 2 X 2 X 3 X 1 2 X 5 X 1 ALUM ANGLE 6063 -T6 2 X 2 X 2 X 3 X 1 / 2 X 5 X 1/ 3'� ALUM ANGLE 606.3-T6 / SECTION C -Q 1 x 1 x 1/3' ALUM ANGLE 3/16' PCP RIVETS • 18' O.C. ENGNEEJ: HUTAAYOUM FAROO4 P£ f 16557 JAN 2 8 1995 -- 1 /4--zo x 3/4' STUDS W/ NUT do WASHER OR 1/4-20 X 1/2' M.S. N/ LOCK NUT 0 3' O.C. 1•P plait 1/4-20 X 3/4' STUDS W/ NUT do WASHER OR / LOCK 2 N N NUT 1/f M.S. 03' O.C. ANCHORS A.B.C.D OR E O 18' O.C. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BU:LD;NG CODE :.T_ I ( 19 PRODUC. CNTGUL D V S CN BUILDING CODE RIPLANCE OFFICE CCE.PtM4CE 4.). 4 J - I3 t1 G S C drawing no. 94-83 sheet 2 of 4 J SLAT SPAN NOTE HFALER AND SILL DETAIL CAN BE USED IN ALL COMBINATIONS. 1/4 " -20 S.S. THUMB SCREW CHART TO USE 1 v' — r MrHCRICONC. i B1 DCK - ; A3 B ! 2 C 2 1 _ 1 -1 - i 2 17 E 6.732 Ed J F` " + CHART _T ANCHOR [CO NCif BLOC A A .. f. 3 _i 1 3 3 "I — C 3 1 1 Ed I ANCHORS J 1 -1/4' SAME AS HEALER Ed - TYPICAL EDGE DISTANCE CONC. s< BLOCK = 12d (12 ANCHOR DIAMETERS) w000 5d FOR LESSER EDGE DISTANCES SEE SHEET 4 OF 4. Ro!laden Inc. 3 ACCEPTANCE NO.: 94- 1201.06 APPROVED EXPIRES FEB 2 s 1995 • • Martuel Perez, P.E. Plans Examiner II Product Control Division 11/10/97 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be ground for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words 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. 6. A copy of this approval as well as approved drawings and other documents shall be provided to the applicant by the manufacturer or his distributors and shall be available for inspection at the job site at all time. The prints need not be re- sealed by the engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. Rolladen Inc. ACCEPTANCE NO.: 94- 1201.06 FEB 2 3 1995 APPROVED EXPIRES : November 10, 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of "A.C.C.A." accordion shutter (95" Span), prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -210, dated 07/25/94, signed and sealed by Hector M. Medina, P.E. 8.1.2 Test report on Large Missile Impact Test of "Accordion Shutter" (147.25" Span), prepared by Hurricane Engineering & Testing, Inc., Report No.HETI-94-331i, dated 10/11/94, signed and sealed by Hector M. Medina, P.E. 8.1.3 Test report on Large Missile Impact & Cyclic Wind Pressure Test of "Accordion Shutter" (98" Span), prepared by Hurricane Engineering & Testing Inc., Report No. HETI -94 -351, dated 10/24/94, signed and sealed by Hector M. Medina, P.E. 8.1.4 Test report on Uniform Static Air Pressure Test of " A.C.C.A." accordion shutter (98" Span), prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -200, dated 07/19/94, signed and sealed by Arshad Vigar, P.E. 8.1.5 Test report on Uniform Static Air Pressure Test of "Accordion Shutter" (147.25" Span), prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -331, dated 10/11/94, signed and sealed by Hector M. Medina, P.E. 8.1.6 Test report on Uniform Static Air Pressure Test of "Accordion Shutter" (96" Span), prepared by Hurricane Engineering Inc., Report No. HETI -94 -332, Dated 10/12/94, signed and sealed by Hector M. Medina, P.E. 8.1.7 Test report on Uniform Static Air Pressure Test of "Accordion Shutter" (120" Span), prepared by Hurricane Engineering & Testing Inc. Report No. HETI -94 -334, dated 10/13/94, signed & sealed by Hector Medina, P.E. 8.1.8 Test report on Uniform Static Air Pressure Test of "Accordion Shutter" (104" Span), prepared by Hurricane Engineering & Testing Inc., Report No. HETI -94 -342, dated 10/19/94, signed and sealed by Hector M. Medina, P.E. 8.2 Drawings: 8.2.1 Drawing No. 94 -83, Rolladen, Inc., "Accordion Shutter Details ", Sheets 1, 2 , 3, & 4 of 4, prepared Al- Farooq Corporation, dated 10/25/94, Revision A dated 01/29/95, signed and sealed by Humayoun Farooq, P.E. 8.3 Material Certification: 8.3.1 Mill Certified Inspection No. 4541, issued by the William L. Bonnell Co., Inc. dated 7/18/94 with chemical composition and mechanical properties of aluminum alloy extruded part No. Q18735 -01. 8.3.2 Certified Tensile Test Report from independent lab Hurricane Engineering and Testing Inc., Report No. HETI- 94 -T14, dated 08/16/94 for aluminum accordion sample. 8.4 Calculations: 8.4.1 Anchor analysis dated 11/10/94, Sheets A -1 through A -25, prepared by Al- Farooq Corp., signed and sealed by Humayoun Farooq, P.E. 2c Man • Perez, P.E. Plans Examiner II Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (95" SPAN) Center mate SATISFACTORY HETI - 94.210 Max.. 1 3/4" 2 3/4" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSTTIVE(95" SPAN) +132 PSF HETI -94 -210 +102 PSF HETI-94-210 C YCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE(95" SPAN) -255 PSF HETI-94-210 -196 PSF HETI -94 -210 ARGE MISSILE IMPACT TEST SFBC PA 201 -94 (147.25" SPAN) SATISFACTORY HETI- 94 -331i Max.. 3.50" ARGE MISSILE IMPACT TEST FBC PA 201 -94 (98" SPAN) SATISFACTORY HETI -94 -351 Max. 3.34" YCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (98" SPAN) +150 PSF HETI -94 -351 +116 PSF HETI -94 -351 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (98" SPAN) -282 PSF HETI -94 -351 -217 PSF HETI -94 -351 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE(98" SPAN) +153 PSF HETI -94 -200 +102 PSF HETI -94 -200 Max.. 0.914" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (98" SPAN) -316 PSF HETI -94 -200 -210 PSF HETI -94 -200 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE(147.25 "SPAN) -96 PSF HETI -94 -331 -64 PSF HETI -94 -331 _ UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (96" SPAN) +174 PSF HETI -94 -332 +116 PSF HETI -94 -332 cr Design 0.678" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (96" SPAN) -326 PSF HETI -94 -332 -217 PSF HETI -94 -332 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (120" SPAN) -165 PSF HETI -94 -334 -110 PSF HETI -94 -334 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (104" SPAN) -326 PSF HETI -94 -342 -217 PSF HETI -94 -342 DESIGN PRESSURE RATING +116 PSF -64 PSF FOR COMPARATIVE ANALYSIS RESULTS, SEE SLAT PERFORMANCE CHART, DRAWING NO. 94-83, SHEET 1 of 4 Rolladen Inc. APPROVED • ACCEPTANCE NO.: 94- 1201.06 EXPIRES : November 10, 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED RESULTS: - 2b - Man el Perez, P.E. Plans Examiner II Product Control Division FEB 2 3 1995 Ro!laden Inc. ACCEPTANCE NO.: 94- 1201.06 APPROVED • • EXPIRES : November 10. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2a Man Perez, P.E. Plans Examiner II Product Control Division FEB 2 3 1995 4.1.2 Wall Mount In this mounting arrangement, the Wall Mount Header is used at the top, while the sill condition consists of a Inside Mount Sill, fastened, using 1/4"-20 x 3/4" studs with nut and washer or 1/4 " -20 x 1/2" M.S. with lock nut @ 8" o.c., to the Sill Bottom Angle, both angle and header are anchored directly to the wall, as shown in Section B - "Wall Mounts" on Dwg. No. 94 -83 Sheet 2 of 4. 4.1.3 Ceiling & Floor Mount In this mounting arrangement, the Inside Mount Header is anchored directly to the underside of a poured concrete lintel and the sill assembly, Inside Mount Header and Bottom Track Adapter, is anchored to a poured concrete slab or bulkhead as shown in Section A -A "Ceiling & Floor Mounts" on Dwg. No. 94 -83 Sheet 2 of 4. 4.1.4 Any combination of the above. 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on drawing No. 94 -83, Sheets 1 thru 4 of 4. Substitution of anchor type or indicated embedment is unacceptable and are to be engineered separately. Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. • 6.1.2 Completely dimensioned drawing showing number, size and location, including height above grade, of openings to receive shutters, and mean roof height and width of building. 6.1.3 Duplicate prints of approved drawing No. 94 -83, Sheets 1 thru 4 of 4, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. 6.3 This revision supersedes Notice of Acceptance No. 94- 0819.02, dated 11/10/94. Ro!laden Inc. 2 ACCEPTANCE NO.: 94- 1201.06 APPROVED M el Perez, P.E. U Plans Examiner II Product Control Division : FEB 2 3 1995 EXPIRES : November 10. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves a heavy duty aluminum accordion type shutter under the trade name of "A.C.C.A." designed to comply with the South Florida Building Code "Impact Test" requirement and ASCE 7 - 88 "Minimum Design Loads for Buildings and Other Structures ", for the following locations: 1.1.1 Non - coastal building zone. 1.1.2 Coastal building zone. 2. MATERIAL CHARACTERISTICS 2.1 Main blade is 5.00" x .062" thick, constructed as indicated on approved drawing No. 94 -83 Sheets 1 thru 4 of 4, using extruded aluminum alloy 6063 -T6, which is also used for the auxiliary slats and rest of the components, all shall be constructed as indicated on the same drawing. 2.2 Blade pins shall be #14 x 3" Sheet Metal Screws made of stainless steel. 2.3 Tested specimen: Dimensions: 48.25" x 147.25 ", 43" x 96 ", 42" x 95 ", 48" x 120 ", 41" x 104" 3. LIMITATIONS 3.1 Maximum blade height or span: Refer to Slat Performance Chart on approved Drawing No. 94 -83, Sheet 1 of 4. 3.2 Minimum separation between glass to be protected and shutter: 3 1/2 ". 3.3 Special requirement: 3.3.1 A maximum of 0.150" clearance is allowed between bottom of blade and top of sill and top blade and bottom of header. 3.3.2 Locking rods shall remain attached to shutters at all time, secure tightly with thumb screws in the locked position during hurricane warning. 3.3.3 A Key Lock (placed facing outside or inside) is required to be installed at midspan for each shutter application and must be activated during hurricane warning. 4. INSTALLATION 4.1 The panels shall be installed in the following conditions: 4.1.1 Built Out Condition Every fourth blade hangs from a set of double rollers mounted in a stainless steel roller housing that glide on the track of the Inside Mount Header. Every blade has a pin at the top and the bottom consisting of a stainless steel screw and a nylon bushing that slide on either side of the Inside Mount Header and is fastened to a 2" x 5" (max.) x 1/8" continuous aluminum Built -Out Angle using 1/4 " -20 x 3/4" studs with nut and washer or 1/4 " -20 x 1/2" M.S. with lock nut @ 8" o.c. The sill condition (similar to the header) is also fastened to a Built -Out Angle which provides the buildout and is anchored to the wall, as shown in Section C -C "Built -Out Condition" on Drawing No. 94 -83, Sheet 2 of 4. METRODADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Rolladen, Inc. 550 Ansin Boulevard Hallandale, FL 33009 Your application for Product Approval of: "A.C.C.A. "Aluminum Accordion Type 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 (For listing, see Section 8 of this Notice of Acceptance) 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 be valid for a period of three years. 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 Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 1201.06 (supersedes No.: 94- 0819.02) Expires:11 /10/97 ' Rau R1 Rod ITr guez Product Control Division Supervisor 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: 02/23/95 METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372-6339 Director Building Code Compliance Dept. Metropolitan Dade County -- A BUILDINGS EQUAL OR LESS THAN 60 FEET HIGg EXPOSURE C4 IA00* Wm > 10 DE 3 ROOF SLOPE <10 DEG. ZONE.. ZONE ZONE ZONE 445- -° 4 5 445 -- ___ * - ■ 43.z 20 1 46.9 25 1 50.0 30 1 52.7 35 1 55.0 40 1 57.2 45 1 59.1 50 i 50.9 55 62.6 50 1 54.2 43.9 49.9 53.1 56.0 58.5 50.8 52.9 64.3 56.6 58.2 57.2 52.1 56.2 69.7 72.8 75.7 78.3 80.7 32.9 35.0 39.6 42.9 45.8 48.2 50.4. 52.4 54.1 55.3 57.3 58.3 ZONE ZONE 4 5 42.0 52.1 45.6 56.6 48.6 60.3 51.2 63.5 53.5 66.4 55.6 69.0 57.5 71.4 59.3 73.6 50.9 75.6 52.4 77.5 NOTES: BLDGS. 60 FT. HIGH OR LESS USE EXPOSURE C FOR ALL BLDGS. a 10% OF MINIMUM WIDTH OR .4h, WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER 4% OF MINIMUM WIDTH OR 3 FT. LOADS, POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. h-- NOTES: Z 0 0/ BLDGS. GREATER THAN 60 FT. IN HEIGHT. USE EXPOSURE C FOR NON- COASTAL AREAS. USE EXPOSURE D FOR COASTAL AREAS a - 5% OF MINIMUM WIDTH OR 0.5h, WHICHEVER IS SMALLER. POSITIVE LOADS CAN BE GRADUATED FLOOR BY FLOOR USING ELEVATION ABOVE GRADE AT PARTICULAR FLOOR. NEGATIVE LOADS MUST BE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. SEE ABOVE ILLUSTRATION FOR DETERMINATION OF ZONES. WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7--88 BASIC WIND SPEED: 110 MPH IMPORTANCE FACTORS: 1.05 TRIBUTARY AREA: 20 SQ. FT. HIGHT (f t) 10 20 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 ZONE 5,647 35.5 38.5 43.2 46.9 50.0 52.7 57.2 61.0 64.3 67.1 69.8 72.1 74.3 76.4 78.3 80.1 81.9 83.5 85.0 86.5 87.9 89.3 90.6 APR 1 5 1996 EXPOSURE C ZONE 5 EVALUATE NEGATIVE LOADS AT ROOF ELEVATION 59.6 63.5 66.9 69.9 72.6 75.1 77.4 79.5 81.5 83.4 35.2 86.9 88.5 90.1 91.6 93.0 94.3 BUILDINGS GREATER THAN 60 FEET HIGIi ZONE 6 90.5 96.4 101.6 106.1 110.3 114.0 117.5 120.8 123.8 126.7 129.4 132.0 134.4 136.8 139.0 141.2 143.3 ZONE 7 121.3 129.3 136.3 142.4 147.9 153.0 157.7 162.0 166.1 169.9 173.6 177.0• 180.3 183.5 186.5 189.4 192.2 ZONE 5,647 53.0 56.1 60.9 64.5 67.4 69.9 74.0 77.4 80.3 82.8 85.1 87.1 88.9 90.7 92.2 93.7 95.1 96.5 97.7 98.9 100.0 101.1 102.2 EXPOSURE D ZONE 5 EVALUATE,NEGATIVE LOADS AT ROOF ELEVATION 77.1 80.6 33.6 86.2 88.5 90.7 92.6 94.4 96.0 97.6 99.0 100.4 101.7 103.0 104.1 105.3 106.4 ZONE 6 117.1 122.4 126.9 130.9 134.5 137.7 140.6 143.3 145.8 148.2 150.4 152.5 154.4 156.3 158.1 159.9 161.5 AL- FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT TESTING 1235 SW 87 AVE MIAMI, FLORIDA 33174 (305) 264 -8100 ZONE 7 157.0 164.2 170.3 175.6 180.3 184.7 188.6 192.2 195.6 198.8 201.7 204.5 207.2 209.7 212.1 214.4 216.6 AFC 94 -01 FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WTH THE FACTOR BELOW fEoce DisT, 12d 3' 10 3d -2' '6C =1 -1 /Z' 5d =1 -1/4' FACTOR 1.00 0.86 0.71 0.57 0.50 EXAMPLE: FOR 3' EDGE DIST. SPACING 9.37 0.C. (FROM CHART) FOR Z' EDGE DIST. SPACING -. 9.37 X .71 a 6.55 0.C. f v ` - 1 j ; \ ' w 111.110111111 1 , 7. 1 4' \ I ANCHCR CHART 11 RO[T►OC: ,_| } 7 I N l b" ,NC.-NCR ICP_4CE - � I N. I \ 7 ;\ . I ' I i �'_' 7 I \" �,-- _177 _ SP4CE SPgCE' 111 CR ■ \ A NC 111111 1 II= \ ,-, 1 \ N a J. 4 \ SPI10E - \I I j • 3 3 4 3 i 9.c75" \\I f.1 Imiiii : 4 4 7...175-/ - ►.��� � l \ N ) ¶ 4 ANCHOR CHART NC,HCr S 4 C ` 3 1 1 I 3 _ "-----1,.. .. CHART 5 ^� _1 ANCHOR CHART -"--- a e€ 1W1Tt4Ct� 1 - v ,Q „g„ R∎,,,.1 rill n n,rrn„rmp.,T,,,q f v ` - 1 j ; \ ' w 111.110111111 1 , 7. 1 4' \ I j 3 } 7 I N l b" ,NC.-NCR ICP_4CE - � I N. I 1 7 ;\ . I ' I i �'_' 7 I \" ANC }NCR SP4CE SPgCE' 111 CR ■ \ A NC 111111 1 II= \ \ N a J. 4 \ SPI10E - \I I j • 3 3 4 3 i 9.c75" \\I f.1 Imiiii : 4 4 7...175-/ - ►.��� ¶ 4 ANCHOR CHART ar r 19 3 1 1 I 3 _ "-----1,.. .. CHART 5 ^� _1 ANCHOR CHART -"--- a e€ 1W1Tt4Ct� 1 - ANGHCR CHART 7i' A . n 1T , ,,,T T-, T" i 1 i \ 111.110111111 1 , 7. \ j 3 } 3 MIN 3 INN unw1M1 N MW �i IRus 8111111.1 -N3 \1 Y - � I _ 7 ;\ . \ � 1 i �'_' 7 I \" ANC }NCR SP4CE SPgCE' 111 CR ■ \ A NC 111111 1 II= \ N a 4 \ SPI10E - \I I j • 3 3 4 3 i 9.c75" \\I f.1 Imiiii : 4 7...175-/ - ►.��� ¶ 4 ANCHOR CHART ar r 19 3 RO[TOCl[ 1 I 3 _ "-----1,.. } _1 ANCHOR CHART -"--- a 7 - ANGHCR CHART 7i' A 1 3 \ 111.110111111 1 , 7. \ j 3 } 3 MIN 3 INN unw1M1 N MW �i IRus 8111111.1 -N3 \1 Y - � I _ 7 ;\ . \ �'_' 3 SPgCE' 111 CR ■ \ A NC 111111 1 II= j a 4 \ SPI10E j 3 3 4 3 i 9.c75" \\I 3 : 4 7...175-/ ¶ 4 ANCHOR CHART ar r 19 3 RO[TOCl[ 1 I 3 _ '� _1 ANCHOR CHART -"--- a 7 - ANGHCR CHART 7i' A . n 1T , ,,,T T-, T" i 1 3 \ 111.110111111 1 \. 1 I 7. \ j 3 } 3 MIN 3 INN unw1M1 N MW �i IRus 8111111.1 -N3 \1 Y - � I 7 C'r !SPICE . \ �'_' 3 9. 76 AN CR 3 1 � j a 4 \ SPI10E j 3 3 3 i 9.c75" \\I : 4 G�/ ¶ 4 ANCHOR CHART ar r 19 3 RO[TOCl[ 1 I _ '� _1 ANCHOR CHART -"--- a - . n 1T , ,,,T T-, T" i 13 LLlulunnu 111.110111111 1 g 4 3 .11 nail 3 MIN 3 INN unw1M1 N MW �i IRus 8111111.1 1 3 9. 76 AN CR 3 j 4 \ SPI10E j 3 3 \\I J 4 ¶ 4 ANCHOR CHART 19 RO[TOCl[ I _ '� i AN01 -!QR CHART' 9 d I I ,.. LLlulunnu 111.110111111 1 g lnu01ulMIMI 3 .11 nail 3 MIN 3 INN unw1M1 N U UMW In MW �i IRus 8111111.1 1 3 4 3 4 ¶ 4 ANCHOR CHART 19 RO[TOCl[ _ ti N m 4 • 1 lf- N ? m ' d w w ts 0- a 3 z U 4 H 'w 0 m 40 60 80 1210 129 PANEL SPAN - INCHES a•a►11 ►___ \us- NCR CHART 6 RO[T►OCL x ,.,, ,.,, 3 .0 - ANC m 40 b0 821 190 120 PANEL SPAN - INCHES 140 14 1L ED DISTANCE iN 'WOOD - 1-1/4' NO REDUCTION FACTOR IS REQUIRED y m i- Ul m 1 ANCHOR SP4C4 4 60 a0 L90 120 PANEL SP - INCHES c4\-i ANCHOR CHART 21 RO[TPOC] 40 613 80 100 120 140 PANEL SPAN - INCHES 149 m N O • ' N rr m 49 40 b9 89 PANEL SP TYPICAL ANCHORS McliQR A® 1/4' TAPCON _ t -3/4" EVSEDMENr TO CONCRETE Z"1-1 /4 EMBECMENP TO 4146(` ANCHOR ©= 1/4. x 1-1/4" HILT1 METAL Hit ANCHORS /NAIL PIN 1" EMBEDMENT TO CONCRETE OR BLOCK ANCHOR ® 1 /4 RAM. CALX - iN, STAR TAMPIN• OR EQUAL TOTAL ANCHOR BOOM INTO ' CONC. ANCHOR © - i 14 S.M.S./1.AG SCREWS INTO W000. (S.C.- 0.47) 1-1/f MIN PENETRATION. NOTE: ANCHORS. USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO. T1LFS, ETC.) 1021 12d I - INCHES aNCH(;R CHART 3 R b9 80 100 129 149 PANEL SPAN - INCHES 140 m U 0 N • 3 0 60 80 1.021 120 PANEL SP N - INCHES ci \ 80 100 120 PANEL SP - INCHES �l�yv USE CHARTS 1 THRU 10 TO VERIFY ANCHOR rREQUIREMENTS AND STRESS LIMITATIONS OF LOAD /SPAN COMBINATIONS FOR HEADER AND SQL ANCHQI{' CHAR' nOiirot." 140 140 4 N w 0 m wm CL Z m H t9 H w 0 W m 0 ti 3 l 40 ENGINEER: HUMAYOUN F 0OQ. PE f 165.57 q 0 .5 1995 60 80 100 1. 29 PANEL SP N - INCHES C\ 149 60 E30 100 120 PANEL SPAN - INCHES 140 APP?O'iED AS COMPLYING WITH THE SOUP- FLORIDA 3U L DING CODE - go 199 df OAT BY PRODUCT ONTROL DIV!Si0N Q BUILDING CODE COMPLIANCE OFFICE ;CCEPT;.NCE (13 J W Z 0 0 ' U w N O ¢ a° O c° . J 0 W N 1 ? n ' CO rn 2 W • �v T X 0 A O Q 0 O CG 0 _J - D 6 0 LJ Z W &l p O ZZ O < CC in C 0 a 'C 0 a> a 0 . 0 `C a IBA z 0 5 t 0 ri 1 1 Z 0 a cc 1 drawing no. 94 -51 sheet 4. of 4 GLASS w000 0 2 REQU r HOOD HEADER REQUIRED STU 0. RED 1/4" STUDS - w / WING NUT & WASHER O 6 -1/4" 0.C. 7-- FAS 1 EN ERS AS PER SCHEDULES 'N/ 1-1/T MIN. PENETRATION % TO EXISTING WOOD HEADER 1 2X4X 1 /8 " 2 X 5 X 1/8' i ALUM. ANGLE 6063 -T5 1/4" -20 X 1/2' BOLT 'N/ NUT D 2" FROM ENDS & 9 -1/2" 0.c. ' 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 5 X 1/8' ALUM. ANGLE 6063 -T5 FASTENERS SEE SCHEDULES 1/4' -2o X 1/2' BOLT W/ NUT 0 z• FROM ENDS 6c 9 -1 /r O.C. 2' X 4 CONT. w/ (3) 1/4" t X 5 LAG SCREWS 0 EACH STUD w/ 2' MIN PENETRATION INTO EXISTING STUD INSTALLATION DETAIL ON EXISTING WOOD BUC}q MAX. SHUTTER HEIGHT - 9 FT. MAX. DESIGN LOAD = 105 PSF OTHER CONDmONS SIMILAR FOR FASTENERS SEE SCHEDULES ON SHEET 2 SOLE . 1/4 " =1" 1/4-20 X 3/4 STUDS 'N/ WING NUT de WASHER 0 6 -1/4' 0.C. 2 X 2 X 1/8' ALUM. ANGLE 6063 -T5 FASTENERS SEE SCHEDULES 1" X 4 X 1/T CONT. ALUM TUBE 'N/ (3) 1/4' 1 X 4' LAG SCREWS 0 EACH STUD w/ 2 MIN PENETRATION INTO EXISTING STUD 2X 1/3' 2 X 5 x 1/8" ALUM ANGLE CONT. EXISTING 'W0o0 TRUSSES 0 24 0.C. MIN. 2x4 E1.48 ERS MIN. S.G. = 0.51 (2) 1/4" X 3" LAG SCREWS 0 EACH RAFTER 2' MIN. PENETRATION HEADER CONNECTION TO WOOD TRUSSES MAX SHUIIER HEIGHT = 9 FT. MAX DESIGN LOAD = 75 PSF 1/4" PLYWOOD EXISTING SOFFIT .500 1/4 " -20 X 1/2" BOLT 'N/ NUT O 2" FROM ENDS • 9 -1/2' o.C. APPROVED AS COMPLYING I "IITH TI1E SOUTH FLORIDA BUILDING CODE OAT �� 19515. PRODUCT $"1TR0L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO9 - I Z30). 03 U J H 0 N O 0. 'C 0 N m n v 0 0 A 1 a n 1 3 v 1 N V) q 0 .1J r drawing no. 94 -51 sheet 3 of 4 CHOR CHAR TO USE R:. • in • . W••Q MiiiiMii 3 IIIEIM g _ - - -00 3/4' MIN • Ed WALL MOUNTS ANCHOR1 TO USE • .: TYPE ,CONC9 3LOCK WOOD.' ■: A 4 1 , 0 - O 4 - - 1 TYP "AAX. SPAN SE` CRAP SECTION A -A 1 . 1, RLGMART.,. To USE TYPd L7R•�7L�RiT•Til 1/4 MAX - Tr? \-- -ALUM. ANGLE 2 X 2 X 1/3' 1/4- STUDS / WING NUT 3c WASHER 6 -1/4" O.C. Ed ff. : ME AS H FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 4. FOR WOQQ INSTALLATIONS SEE SHEET 3 OF 3. 2 X 3 X 1/3' 1 -1 /4" MIN 2 X 4 X 1/3' 2 X 5X: /a' —L ALUM. ANGLE \b063 -T6 TYPE GONCOLACKSWCOJ I A S '_11 C 2 i 1 j - D I o — — 2 ALUM. . ANGLE 2 X 2 X 1/3" 2 X 3 X 1/Er 3" 2 X 5 x 1/8" ALUM. ANGLE 6063 -T6 BUILT -OUT CONDfnON - 1/4 -20 x 1/2" 30LT W/ NUT 3c 3 -1/ Z' O.C. UPTO 115 ?SF & 6" O.C. ABOVE 115 PSF ti ■X. SPAN SEE GRAPH 1/4" SUDS W / 'MNG NUT & 'NASHER O 6 -1/4" O.C. 1 /4 -zo x 1/r aOIT W/ NUT 6< 9 -1 /2" O.C. UPTO 115 PSF de 5" O.C. ABOVE 115 PSF SECTION B -B AN CHORS: EMBEDMENT de EDGE DISTANCES SHOWN ARE BEYOND THE 'NALL de FLOOR COVERING (STUCCO. TILES. ETC.) +NCHCRI TD USE i 'YPE CO N(� BU?CK 1'W00D A 1 7 3 - 1 3 _ 0 1 8 - 1 - - - 1 4 GLASS FOR !AIN. SEPARATION SEE CHART ON SHEET 1 ALUM. ,ANGLE - 2X2X 1/3" INSIDE MOUNTS MAX. SPAN SEE GRAPH 11 II I I 11 1 1 SECTION C - Ed Ed • . 1 H 1/4' STUDS / WINO NUT & 'WASHER O 6 -1/4" 0.C. FA = TYPICAL EDGE DISTANCE CONC. & BLOCK 12d (12 ANCHOR DIAMETERS) w000 - sd FOR LESSER EDGE DISTANCES SEE SHEET 4 OF 4. A •— 4" ,MAX C - H ' 24 `"?.NO CAP f ANCHORS C 3 A ENGINEER: HU!MYOUN FAROOQ • PE f 16557 ti \PR i) 5 1995 TYPICAL ELEVATION END CAP BUILT -OUT CONDITION DETAIL A END CLOSURE ANGLE. -� RECD. ONLY ON 3UILT -OUT CONDmON SEE DETAIL A 1/4" ANCHORS 8 24" O.C. 1 X 2 X 1 /3" 2 X 2 X 18" 2 X 3 X 1/3" ALUM. ANGLE FOR ENO C.&P RECO. ONLY 3UILT -OUT CoNDmoN APPROVED AS CCMPLY!NG WITH THE SOUTH FLORIDA 3U!LDnNG CODE DAT `�19 PRODUCT CNTROL DIVS,ON BUILDING CODE COMPLIANCE OFFICE a.CCEPTA: CE Noo1' - r23C.` U3 c 0 Vf .> m 0 17 0 N J c 0 � U 3 Q 0 >> O CC CL1 M _J O L. Z m W N 0 Q Z Z O CG 2 -3 1 ( - ; drawing no. 94--51 i 0 J ✓ 1- 0 4 a e a sheet 2 of 4 !ANNUM SEPARATION FROM GLASS REQUIRED INSTALLATIONS ABOVE 30' OF GRADE SEPARATION FOR INSTALLATIONS UPTO 30 FT. OF GRADE DUE TO LARGE MISSILE IMPACT SHUTTER SPAN - H = IN. DESIGN LOAD = Pd = PSF FACTOR rs K - Pd /100 a IN. READING FROM SPAN OERECTION CURVE - 0 = IN. OEFLECTION AT Pd = K•0 = IN. MIN. SEPARATION REQO. ., K.D +1" •• IN. PANEL SPAN UPTO SEPARATION 96 -1/2" 2 -1/4" 131' 3 -3/4" 145" 5 -1/2" FOR INSTALLATIONS UPTO 30' OF GRADE USE MAX. OF ABOVE TWO, FOR INSTALLATIONS ABOVE 30' OF GRADE IGNORE LARGE MISSILE IAIPAGT REQUIREMENT. NOTE: NO PART OF SHATTER SWUL BE UNDER 30' ABOVE GRADE TO WANE LARC£ MLSSILE IMPACT REQUIREMENT. Neff. . 0.953 in'4 /f! 10EFLECTION CURVE FOR POSITIVE 0- AO ONLY. FOR LOAD OTHER -- j THAN 100 PSF SEE SCHEDULE. ROLOSPOL --1111 1 1 Ell MOM MIN i NNE ■•mlys All 11111111111•1111 ■ .■111I 11111111 1 i i I a I 3 1 1 I . 1 1 3. Ali 4 1111111111111111111111E 111111 3 3 i } 3 1 =MI -i " Iii MINI 11P111111111 3 - 111.111111 i I 1 1 -- 111111 -. mum AT YE LO •L ( I a 1 1 1 1 I 1— 1 ( I 3 WalaWirdill. IMINME I MN 111.111111111111111111111111 1111 1111M/111•1n 11111111 111111111■IPME ��■���� PO - I : LO 0111 ��� A n rnn WAN 11111 .IIaRnv. 1 r 69 • 79 9 9 9 e 199 119 129 P EL SPAN - INCHES 7.884 FOR INSTALLATION DETAILS SEE SHEET 2 AND 3. iDaauDED PANEL (RON 59 A) ALUMINUM .068 60¢3 -76 PANEL PERFORMANCE CHART USE PANEL PERFOR CE CHART TO VERIFY PANEL CAPACITY FOR THE REQUIRED 0 IGN LOAD FOR THE PARTICULAR LOCATION. USE SPAN DEFLECTION TO CALCULATE SEPARATION FROM GLASS. 1.321 140 1SE U1 ID ID 2.375 --0f -.080 2.583 .12 CEILING MOUNT HEADER 6063 -T6 ,'DEFLECTION CURVE AT 100 PSF S0 OE 70 90 9 100 120 SLAT SPAN - INCHES 125 .080 140 PRODUCT MARKINQ A LABEL SHALL BE AFFIXED AT BOTTOM OF ONE PANEL OF EACH OPENING WITH THE FOLLOWING STATEMENT. ROLLADEN INC. HALLANOALE, FL ALUMINUM STORM PANEL 'DADE COUNTY PRODUCT CONTROL APPROVED' 'WALL. MOUNT HEADEg 6063 -T6 2.000 5.000 2 X .3 X 1/8" 2 X 4 X 1/8" BUILT —OUT ANGLES 6063 -T6 ENGINEER: HULLYDUN FAROOQ PE 1 e6.57 l,PR 0 5 1995 2.000 r-.12.5 TYP. 2.000 SILL ANGLE 6063 -T6 GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONINUCTION MANUAL' LATEST EDITION. 3, ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL 8E ALLOY AS USftD. PANELS SHALL BE ALLOY 6063 -T6. 4, STET SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP-64-5, OR BE GALVANIZED. 5, ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS SHALL BE STAIN! FS STEEL, ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL. WING NUTS SHALL BE OF ZINC ALLOY. 7. THE DESIGN AT ANY GVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE /ZONE. 8, DESIGN CRITERIA FOR PANELS: MAX DEFLECTION < L /30 OR 2 ". 9, ANCHORING OR LOADING CONDmONS OTHER THAN THOSE SHOWN IN THESE OETAJLS ARE TO BE ENGINEERED SEPARATELY. 10. EXISTING STRUCTURES MUST BE CAPABLE OF SUSTAINING LOADS IMPOSED BY SHUTTER. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. SEE AFC 94 -01. BY .ODUCT L NTROL 01V:S:ON APPROVED AS COMPLY :NG WITH THE SOUTH FLORIDA 8U1O!NG COOE OATC _ U BUILDING CODE COMPLIANCE OFFICE ^CCEPT..I•fCE NO N -(23O U l C c O .> m a c 0 0. '0 U D 0� 0 W r1 _J : -J d 0 Z 0] W W N O o zz Q _10 O 1n < CC en a 1 1 0 v 1 i drawing no. 94 -51 sheet 1 of 4- NI Ell MOM MIN i NNE All 11111111111•1111 a 3 I 1 . 3. 3 3 3 i k " Iii 11 3 - -- 111111 -. mum AT YE LO •L 1 1 3 11111111 111111111■IPME ��■���� PO - I : LO 0111 ��� WAN 11111 3 �II__i1 r� -- rIMM __ -111.' rr MAX. QEFLECTION SPAN/3Y1 AT NEGATIV GAO SPAN /39 OR 2 IN. • POSITIVE LOAD' ,- III -.III I -.- 110111 y r ROL PSL t r r r r r r r n r r r r n r r r n r r r n r r i TFrrnnlrr11 nnlrnnrrrr I rr nn rrr r 69 • 79 9 9 9 e 199 119 129 P EL SPAN - INCHES 7.884 FOR INSTALLATION DETAILS SEE SHEET 2 AND 3. iDaauDED PANEL (RON 59 A) ALUMINUM .068 60¢3 -76 PANEL PERFORMANCE CHART USE PANEL PERFOR CE CHART TO VERIFY PANEL CAPACITY FOR THE REQUIRED 0 IGN LOAD FOR THE PARTICULAR LOCATION. USE SPAN DEFLECTION TO CALCULATE SEPARATION FROM GLASS. 1.321 140 1SE U1 ID ID 2.375 --0f -.080 2.583 .12 CEILING MOUNT HEADER 6063 -T6 ,'DEFLECTION CURVE AT 100 PSF S0 OE 70 90 9 100 120 SLAT SPAN - INCHES 125 .080 140 PRODUCT MARKINQ A LABEL SHALL BE AFFIXED AT BOTTOM OF ONE PANEL OF EACH OPENING WITH THE FOLLOWING STATEMENT. ROLLADEN INC. HALLANOALE, FL ALUMINUM STORM PANEL 'DADE COUNTY PRODUCT CONTROL APPROVED' 'WALL. MOUNT HEADEg 6063 -T6 2.000 5.000 2 X .3 X 1/8" 2 X 4 X 1/8" BUILT —OUT ANGLES 6063 -T6 ENGINEER: HULLYDUN FAROOQ PE 1 e6.57 l,PR 0 5 1995 2.000 r-.12.5 TYP. 2.000 SILL ANGLE 6063 -T6 GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONINUCTION MANUAL' LATEST EDITION. 3, ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL 8E ALLOY AS USftD. PANELS SHALL BE ALLOY 6063 -T6. 4, STET SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP-64-5, OR BE GALVANIZED. 5, ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS SHALL BE STAIN! FS STEEL, ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL. WING NUTS SHALL BE OF ZINC ALLOY. 7. THE DESIGN AT ANY GVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE /ZONE. 8, DESIGN CRITERIA FOR PANELS: MAX DEFLECTION < L /30 OR 2 ". 9, ANCHORING OR LOADING CONDmONS OTHER THAN THOSE SHOWN IN THESE OETAJLS ARE TO BE ENGINEERED SEPARATELY. 10. EXISTING STRUCTURES MUST BE CAPABLE OF SUSTAINING LOADS IMPOSED BY SHUTTER. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. SEE AFC 94 -01. BY .ODUCT L NTROL 01V:S:ON APPROVED AS COMPLY :NG WITH THE SOUTH FLORIDA 8U1O!NG COOE OATC _ U BUILDING CODE COMPLIANCE OFFICE ^CCEPT..I•fCE NO N -(23O U l C c O .> m a c 0 0. '0 U D 0� 0 W r1 _J : -J d 0 Z 0] W W N O o zz Q _10 O 1n < CC en a 1 1 0 v 1 i drawing no. 94 -51 sheet 1 of 4- METRO PRODUCT CONTROL NOTICE OF ACCEPTANCE Rolladen, Inc. 550 Ansin Boulevard Hallandale Your application for Product Approval of: Extruded Aluminum Storm Panels 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 Drawing No. 94 -51, Sheets 1 thru 4 of 4. (For listing, see Section 8 of this Notice of Acceptance) has been recommended -foracceptance by 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.:94- 1230.03 (Revises No.: 94- 0802.05) Expires:09 /12/97 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: 07 /06/95 FL 33009 METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372 -6339 Raul Rodliguez Product Control Supervisor s anger, Director Building Code Compliance Dept. Metropolitan Dade County Rolladen, Inc. ACCEPTANCE NO.: 94- 1230.03 APPROVED : I JUL 0 6 1995 EXPIRES : Sept, 12. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an extruded aluminum storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 94 -51, Sheets 1, 2, 3, and 4 of 4 using extruded aluminum alloy 6063 -T6, with a typical wall thickness of .068 ". 2.2 Panel consist of a single extrusion having an effective width of 6.250" and a total width of 7.684" and forming 2" deep ribs. — • -_ 2.3 Components shall be aluminum alloys 6063 -T6, "h" header, "u" header, 5 x 2 x .125" angle, 2 x 2 x .125" angle. 2.4 Tested specimen: Dimensions: 39" x 96.5 "; 40" x 97 "; 50" x 131 "; 39 -3/8" x 108 "; 97" x 170" 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 12' -01" or 145 ", see "Panel Performance Chart" for Panel Span vs. Design Load on Sheet 1, to be installed only as outlined on Drawing No. 94 -51, Sheets 1, 2, 3, and 4. 3.2 Minimum separation to existing glass to protect varies according to panel length. 3.2.1 Panels 0- 96.5 ": 2 1/4" 3.2.2 Panels 96.5 " - 131 ": 3 3/4" 3.2.3 Panels 131" - 145 ": 5 1/2" 3.3 Maximum clearance between top of panel and inside of header shall be 1/4". 3.4 Special Requirement: None. 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount (Direct Mount) The panels are secured at the top into the wall mount "h" shape header, anchored to the wall; and fastened at the bottom, using 1/4 " -20 studs w /wing nut and washer spaced at 6 1 /4 "o.c., to the 2" x 2" x .125" studded aluminum angle, which is anchored to the wall, as shown on Drawing No. 94 -51, Sheet 2 of 4, Section A -A "Wall Mounts ", bearing the Dade County Product Control approval stamp. 4.1.2 13uildout Mount The panels are captured at the top into the Ceiling Mount "U" shape Header which is attached with 1/4 " -20 x 1/2" machine bolts w /nuts spaced at 9 1/2" o.c., and 6" o.c .o 115 psf to a 2" x -,- Man • Perez, P.G. Plans Examiner II Product Control Division Rolladen, Inc. ACCEPTANCE NO.: 94- 1230.03 APPROVED . 'JUL 0 6 1995 -2a- EXPIRES Sept. 12. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 5" max. x .125" aluminum angle that provides the build -out and which is anchored to the wall; and fastened at the bottom using 1/4" studs w/ washered wingnut spaced at 6 1/4" o.c., to the 2" x 2" x .125" studded aluminum angle, which is fastened, using 1/4 " -20 x 1/2" machine bolts w/ nuts spaced at 9 1/2" o.c., and 6" o.c., above 115 psf to another 2" x 5" max. x .125" aluminum angle that provides the build -out and which is anchored to the wall; end caps consisting of 3" x 2" .125 ", 2' x 2" x .125" or 1" x 2" x .125" aluminum angles shall be installed at the sides to cover the gaps between wall and panels, as indicated on the Drawing No. 94 -51, Sheet 2 of 4, Section B -B, bearing the Dade County Product Control approval stamp. 4.1.3 Ceiling/Inside Mount The panels are captured at the top into the ceiling mount "U" shape header which is anchored to the inside of the opening, and fastened at the sill, using 1/4" studs w/ washered wingnut spaced at 6 1/4" o.c. ; - to the 2" x 2" x .125" continuous studded aluminum angle, which is anchored to a concrete slab or bulkhead, as shown on Drawing No. 94 -51, Sheet 2 of 4, Section C -C, bearing the Dade County Product Control approval stamp. 4.1.4 Any combination of the above, 4.2 Anchorage of the aluminum header and angles shall be to concrete, masonry and/or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 94 -51, Sheets 1, 2, 3 and 4 of 4. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of Drawings No. 94 -51, Sheets 1, 2, 3 and 4 of 4, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. 6.3 This revision supersedes Notice of Acceptance No. 94- 0802.05 dated Sept. 12, 1994. M an 1 Perez, P.E. Plans Examiner I1 Product Control Division Rolladen, Inc. ACCEPTANCE NO.: 94- 1230.03 APPROVED : 1 JUL 0 6 1995 EXPIRES : Sept. 12, 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS; -2c- R 11 • .... / ..�� Man•el Perez, P.E. • Plans Examiner I[ Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (50" x 145" PANEL) SATISFACTORY HETI -95 -430 Max. 5.50" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (50" x 131" PANEL) SATISFACTORY HETI- 94 -367i Max 3.70" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (39" X 96.5" PANEL) SATISFACTORY HETI -94 -146 Max. 2.25" CYCLIC WIND PRESSURE TEST +68 PSF HETI -94 -146 +52 PSF HETI -94 -146 _ SFBC - POSITIVE (39" x 96.5" PANEL) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 - NEGATIVE (39" x 96.5" PANEL) -91 PSF HETI -94 -146 -70 PSF HET[ -94 -146 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - POSITIVE (40" x 97" PANEL) +168.00 PSF HET[ -94 -338 4-112 PSF HETI -94 -338 @ Design 1.129" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEGATIVE (40" x 97" PANEL) -326 PSF HETI -94 -338 -217 PSF HET( -94 -338 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - POSITIVE (39" X 96.5" PANEL) +79 PSF HETI -94 -144 +52.7 PSF HET[ -94 -144 @ Design .6" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEGATIVE (39" X 96.5" PANEL) -105 PSF HETI- 94 -I44 -70 PSF . HETI -94 -144 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (39 3/8 "X108" PANEL) +195 PSF HET[ -94 -367 +130 PSF HETI -94 -367 @ Design 1.77" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEG. (39 3/8"X108" PANEL) -237 PSF HETI- 94 -367 -158 PSF HETI -94 -367 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEGATIVE (50" X 131" PANEL) -131 PSF HET[ -94 -367 -87 PSF HETI -94 -367 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEGATIVE (97" X 170" PANEL) -60 PSF HETI -94 -367 -40 PSF HETI -94 -367 DESIGN PRESSURE RATING See "Panel Performance Chart" on Dwg. No. 94 -51 Shcet 1 of 4. Rolladen, Inc. ACCEPTANCE NO.: 94- 1230.03 APPROVED : 1 JUL 0 6 1995 EXPIRES : Sept. 12, 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS; -2c- R 11 • .... / ..�� Man•el Perez, P.E. • Plans Examiner I[ Product Control Division Rolladen, Inc. ACCEPTANCE NO.: 94-_ APPROVED : l JUL 0 6 1995 EXPIRES : Sept. 12. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test, per PA 201 -94, of extruded aluminum storm panels, (50" x 145" panel) prepared by Hurricane Engineering & Testing Inc., Report No. HETI -95 -430, dated March 15, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.2 Test report on Large Missile Impact Test, per PA 201 -94, of extruded aluminum storm panels, (50" x 131" panel) prepared by Hurricane Engineering & Testing Inc., Report No. HETI- 94 -367i, dated December 1, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.3 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test, per PA 201 -94 and PA 203 -94, of extruded aluminum storm panels, Samples I, II and IV, (39" x 96.5 ") and Sample III, (39" x 91") prepared by Hurricane Engineering & Testing Inc., Report No. HETI -94 -146, dated June 14, 1994, signed and sealed by Arshad Vigar, P.E. 8.1.4 Test report on Uniform Static Air Pressure Test, per PA 202 -94, of extruded aluminum storm panels, (40" x 97 "), prepared by Hurricane Engineering & Testing Inc., Report No: HETI -94 -338, dated October 14, signed & sealed by Hector M. Medina, P.E. 8.1.5 Test report on Uniform Static Air Pressure Test, per PA 202 -94, of extruded aluminum storm panels, (39" x 96.5 "), prepared by Hurricane Engineering & Testing Inc., Report No: HETI -94 -144, dated June 13, 1994, signed & sealed by Arshad Vigar, P.E. 8.1.6 Test report on Uniform Static Air Pressure Test, per PA 202 -94, of extruded aluminum storm panels, Sample I, (39 3/8" x 108 "); Sample II, (50" x I31"); and Sample 111, (97 x 170"); prepared by Hurricane Engineering & Testing Inc., Report No: HETI -94 -367, dated November 9, 1994, signed & sealed by Hector M. Medina, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -51, Rolladen, Inc., aluminum stomt panels, Sheets 1 thru 4 of 4, prepared by Al- Farooq Corp. dated 07/07/94, with Revision No. D dated 04/04/95, signed and sealed by Humayoun Farooq, P.E. 8.3 Material Certification: 8.3.1 Certified Inspection Report from mill, prepared by the William L. Bonne!! Co., dated 7/18/94 for aluminum alloy 6063 -T6. 8.3.2 Certified Tensile Test Report No. HETI- 94 -T11 prepared by Hurricane Engineering & Testing Inc., dated July 29, 1994. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations , Pages DI, R 1 -R 14, S1-S4, Al-A17, G1 -G 10 & AP 1 -AP 11, prepared by A1- Farooq Corp., dated 12/21/94, signed and sealed by Humayoun Farooq, P.E. ( 1 Manue Perez, P.E. (� Plans Examiner If Product Control Division Rolladen, Inc. ACCEPTANCE NO.: 94- 1230.03 APPROVED I'M 0 6 1995 EXPIRES Sept. 12, 1997 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be ground for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words 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. 6. A copy of this approval as well as approved drawings and other documents shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspection at the job site at all time. The prints need not be re- sealed by the engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. 3 Mantel Perez, P.E. Plans Examiner II Product Control Division TOTAL AMOUNT 5-a d 0 , 0 0 - DEPOSIT (1/2 Min. Required) ( $' 0 O O0 BAL. DUE CO D. Pay Installer Unit No. Prdt Slid Door Win Entry Door Room Opening Size Width Height 3XIO2- Operation US Profile O/S Profile Color Frame Color Manual < Crank Oisrn Motor ° MtrlOr Color n 4- w e-, Au, wM rry txpi z 2 X i( � 00 0 31( A 53 '1f17C 53 x K F it w ►, 11 T r r i Q A ( t t f it t1 3gt 53 1 $) CS Y x (1 (1 11 t1 (, �I (( 8 i a � f 1 0 m 7 O K 6 :4 ti rr 11 },Q FAR 3�`� �� �( 1r ,, c f c f lOc 4 3 frX „Si- A r t 4 1 (( 10 c , ) , 'C, � �� 7/1(82— t- t o et 41^1_. � ,,� Ci.LLta i lR!_. 1 r TOTAL AMOUNT 5-a d 0 , 0 0 - DEPOSIT (1/2 Min. Required) ( $' 0 O O0 BAL. DUE CO D. Pay Installer 3 (j 0 6 t Installa iQQ�� estimated to begin to �V weeks from date in approximately of receipt of deposit. This you will be contacted to date. is only an estimated date and schedule the actual installation Ft' I, 4 ei)co/ D 4 trvneuen CUSTOMER NAME AMJA' MARII D I CiI4CoMO JOB ADDRESS _SAME BILLING ADDRESS _ 1't 1 -1 .tJ 6- 9 (0 i &1 rit 'Alms for26s, rt-1 3313g TELEPHONE 7-7- ( t' / � i o OTHER PHONE We propose to furnish and install the following: r ota oper wigs o b e covered (multiple count as one). Units are numbered from left to right from: Inside Filler Panel(s) to be located in section No. and No. and No Shetter(s) to be installed: Inside O Outside Eli Mai Rear Indicate by number counter clockwise Q OMIT Front I De.Pocti- el), ,i- c e., *, 3; GAt.AcqcE- <3 t ,, / C' Q ti goo.c:0 T- QE 4 ZA TO - t j t1(�C _Q,c CO Just� -� (�vEE / S pecial n structions: �jr {T�1�„�} -�' �F..,,E. 1 SSI.i �I, r 040 6 — t_w.,2_ t P14.o ac , NcZA- - h ag. b C(4 u11N22_, Electrical hook -up included in this price ?• YES ❑ NO Ix Surface Mount U Recessed CJ e TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. In those cases where electrical hook -up is to be performed by Rolladen or its authorized sub- contractor, a maximum of ten percent (10 0 /0) of the contract amount may be retained pending completion of same. FLOOR OF BUILDING 1 OWNER OF PROPERTY? YES X NO ❑ (If NO, fill in Owner's name and address Is "high- work" required? YES ❑ NO < in space provided at top of form ) Products are to be install d on the premises situated in DADS County State re / owned by Purchaser and described as: Lot j� $ _ Block _ , Sub Division. '1 S`(-{0MCS 54c, o 13 rti-co u s206O 0 ( t f -. 38(0 CONTRACT SUBJECT TO ADDITIONAL TERMS ON REVERSE SIDE "BUYERS RIGHT TO CANCEL" "This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash downpayment." EXECUTED IN SIX COPIES, ONE COPY OF HICH WAS REpERED TO, AND RECEIPT IS HEREBY ACKNOWLEDGED BY BU � D OF , Tg 4 (- n ,x, (Salesman) (Purchaser Sign Here) • ROLLADEN INCORPORATED 7 4 1 / 94 ' e - 961 ( ,‘ , PROPERTY OWNER 7 �5 (X) Accepted & Approved / 071 X 9 ORDER NO MAIN OFFICF Outside None (Purchaser Sign Here) Page of sN � L "1) may J' S)9µv L - )6()-gym . �NO Syv.L ) 0D j/1q�1 • (Dc) "2 )9W c .1 7621 — sf ?Nvd L evi Sal 5 - ' /4c_ pm t E 5 _3 ia) 0 zo 0 6 1 / 117i /s C _ _ It E 14D - i 1- 5 I-- En 8 6 1 4 434Y.C. FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY bd111a1E NG WITH THE FACTOR BELOW EDGE DIST. 12d -,Y Oda2 -1/2" Bd - 2' 6d =1 -1/2. 5d =1 -1/4' gyp$, — „.l„ 14.. 0.86 0.71 0.57 0.50 EXAMPLE: FOR 3 EDGE DIST. SPACING = 9.37 0.C. (FROIA CHART) FOR 2 EDGE DIST. SPACING = 9.37 X .71 - 6.65 0.C. ID ( ANCHOR CHART 1 L R011POC1 LL �m w ID �ID wts ml. IIhk.. mmitstromp u, II 111111111111111b11 I 41 k I "ROI I ID LL a 1 ID N N ID ID W ID ID v 4 60 80 100 120 140 PANEL SPAN - INCHES 40 60 130 100 120 PANEL SPAN - INCHES 140 TYPICAL EDGE DISTANCE IN WOOD — 1 -1/4' NO REDUCTION FACTOR IS REQUIRED ID tr ID ID ID N ID ID ID m N aID 0 w ID � - tn N a � z u ID H w O ID 40 ID D ID 40 N ANCHOR CHART 2 ROtl PDC7 60 80 100 120 PANEL SPAN - INCHES 140 ANCHOR •CHART 7 R OITPOC1 60 80 100 120 PANEL SPAN - INCHES 14 ID ID ID N N ID ID ID • ID LL N a ID w ID tN d N ID uID H -4 N W D TYPICAL ANCHOR ANCHOR CHART 3 110111 DC3 40 60 80 100 120 PANEL SPAN - INCHES 7,1117,,,171,1177,711771 1111 „ 1, 111, • ANCHOR CHART 8 ROt 1PDCt OR N9 . 375 SP4 CE 1111 1171 7711 60 80 100 120 PANEL SPAN - INCHES 7 I:YWET TO CONCRETE 1 -1/4 EMBEDMENT TO BLOCK ANCHOR © = 1/4' x 1 -1/4' HILT1 METAL HIT ANCHOR /NL J PI 1' EMBEDMENT TO CONCRETE OR BLOCK ANCHOR QD — 1/4' RAWL CALK—IN, STAR 'TAMPIN' OR EQUAL TOTAL ANCHOR BODY INTO CONC. ANCHOR ©— 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.) 140 ID CO N ID ID m LL-' V) CL CC w ID a.-. W ID CC O. z ID u H -4 [n w 0 ID CO ID W In a ID cr w Cr N O. ID H ID H W 0 ID CO ID D ID 40 ID N N ID ID N ID a By PRO DUILD ANCHOR CHART 4 ROI POC4 60 80 100 120 PANEL SPAN - INCHES • REETEMEON IMEIEFFIL regmartmaii ui ANCHOR CHART 9 NM MI MM. !!! R011•DC1 140 40 60 80 100 120 PANEL SPAN - INCHES USE CHARTS 1 THRU 10 TO VERIFY ANCHOR REQUIREMENTS AND STRESS UMfTAT10NS OF LOAD /SPAN COMBINATIONS FOR HEADER AND SILL PRODUCT RENEWED ACCEPTANCE No, t( ? ?l . OZ E.X .P ' • TIoN DATESE �7i I 1. fib • /.. _- i 1 • 4• UCT CONTROL DIVISION DE COMPLIANCE OF 1.40 140 TT7T' ID ID ID ID co a ID W ID cc N CL z H ID H - W O ID co m 4 0 Eitd 80 • 100 120 N N 9 7E ANCHOR CHART 10 ID R 0t DUI - almalmmm TRIVATmmmlrr ENGINEER: HUI.UYQUN FAROOQ PE 16557 140 SEp 1 0 1997 PANEL SPAN - INCHES 4 ELV ,m 7111 m' 111, rrn a11 mnm na mm,r1 40 60 80 100 120 PANEL SPAN - INCHES 140 A.PP: O l AS CO :A ?' e II IG W■TH THE SOUT:i F°-;?.ICA CCOE • D.AI L) ! IS BY PP.ODJCT t °HIRT. DIVISION BUILDING CODE COMPLIANCE OFFICE :CCEPT ANC E 0 z z o 0 � Ri O u N O 1li! i 4 c z � Z5 "T o W .- 2 J w z O- 0 0 o LX 0 11'7 J LJ U o z m w w N o z Q z 0 < u1 ( 0 d 4 1 C 0 0) 0 0 �C •1 ( 1> Z d 4- u 1 s g 1 1 drawing no. 94 -51 sheet 4 of 4 k - i wis's:IL. Is Ma NM Ell MI III UM IN ME IIIIMPARII MEW AIM ■.r1.` NMI i!!■� 11 IM�1 !! !� - - � ! - 111M _ !I " ANCHO - ART 5 ID ( ANCHOR CHART 1 L R011POC1 LL �m w ID �ID wts ml. IIhk.. mmitstromp u, II 111111111111111b11 I 41 k I "ROI I ID LL a 1 ID N N ID ID W ID ID v 4 60 80 100 120 140 PANEL SPAN - INCHES 40 60 130 100 120 PANEL SPAN - INCHES 140 TYPICAL EDGE DISTANCE IN WOOD — 1 -1/4' NO REDUCTION FACTOR IS REQUIRED ID tr ID ID ID N ID ID ID m N aID 0 w ID � - tn N a � z u ID H w O ID 40 ID D ID 40 N ANCHOR CHART 2 ROtl PDC7 60 80 100 120 PANEL SPAN - INCHES 140 ANCHOR •CHART 7 R OITPOC1 60 80 100 120 PANEL SPAN - INCHES 14 ID ID ID N N ID ID ID • ID LL N a ID w ID tN d N ID uID H -4 N W D TYPICAL ANCHOR ANCHOR CHART 3 110111 DC3 40 60 80 100 120 PANEL SPAN - INCHES 7,1117,,,171,1177,711771 1111 „ 1, 111, • ANCHOR CHART 8 ROt 1PDCt OR N9 . 375 SP4 CE 1111 1171 7711 60 80 100 120 PANEL SPAN - INCHES 7 I:YWET TO CONCRETE 1 -1/4 EMBEDMENT TO BLOCK ANCHOR © = 1/4' x 1 -1/4' HILT1 METAL HIT ANCHOR /NL J PI 1' EMBEDMENT TO CONCRETE OR BLOCK ANCHOR QD — 1/4' RAWL CALK—IN, STAR 'TAMPIN' OR EQUAL TOTAL ANCHOR BODY INTO CONC. ANCHOR ©— 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.) 140 ID CO N ID ID m LL-' V) CL CC w ID a.-. W ID CC O. z ID u H -4 [n w 0 ID CO ID W In a ID cr w Cr N O. ID H ID H W 0 ID CO ID D ID 40 ID N N ID ID N ID a By PRO DUILD ANCHOR CHART 4 ROI POC4 60 80 100 120 PANEL SPAN - INCHES • REETEMEON IMEIEFFIL regmartmaii ui ANCHOR CHART 9 NM MI MM. !!! R011•DC1 140 40 60 80 100 120 PANEL SPAN - INCHES USE CHARTS 1 THRU 10 TO VERIFY ANCHOR REQUIREMENTS AND STRESS UMfTAT10NS OF LOAD /SPAN COMBINATIONS FOR HEADER AND SILL PRODUCT RENEWED ACCEPTANCE No, t( ? ?l . OZ E.X .P ' • TIoN DATESE �7i I 1. fib • /.. _- i 1 • 4• UCT CONTROL DIVISION DE COMPLIANCE OF 1.40 140 TT7T' ID ID ID ID co a ID W ID cc N CL z H ID H - W O ID co m 4 0 Eitd 80 • 100 120 N N 9 7E ANCHOR CHART 10 ID R 0t DUI - almalmmm TRIVATmmmlrr ENGINEER: HUI.UYQUN FAROOQ PE 16557 140 SEp 1 0 1997 PANEL SPAN - INCHES 4 ELV ,m 7111 m' 111, rrn a11 mnm na mm,r1 40 60 80 100 120 PANEL SPAN - INCHES 140 A.PP: O l AS CO :A ?' e II IG W■TH THE SOUT:i F°-;?.ICA CCOE • D.AI L) ! IS BY PP.ODJCT t °HIRT. DIVISION BUILDING CODE COMPLIANCE OFFICE :CCEPT ANC E 0 z z o 0 � Ri O u N O 1li! i 4 c z � Z5 "T o W .- 2 J w z O- 0 0 o LX 0 11'7 J LJ U o z m w w N o z Q z 0 < u1 ( 0 d 4 1 C 0 0) 0 0 �C •1 ( 1> Z d 4- u 1 s g 1 1 drawing no. 94 -51 sheet 4 of 4 CLASS FASTEN ERS AS PER SCHEDULES W/ 1 -1 /2 MIN. PENETRATION TO EXISTING WOOD HEADER r -- 2X3X 2 X 5 X 1/8" ALUM. ANGLE 6063 -j5 I_ 2X4X 1/8' 2X5X1/8 ALUM. ANGLE 6063 -15 FASTENERS SEE SCHEDULES 1/4 " - 2o X 1/2 BOLT W/ NUT 0 2' FROM ENDS •t -1/2' O.C. 1/4' -20 X 1/2' BOLT W/ NUT O 2' FROM ENDS do 9 -1/2' 0.C. 2' X 4' CONT. W/ (3) 1/4" 0 X 5' LAC SCREWS 0 EACH STUD W/ 2' MIN PENETRATION INTO EXISTING STUD I, 1 :1• : •► a. "II ► .••1 MAX. SHUTTER HEIGHT - 9 FT. MAX. DESIGN LOAD - 105 PSF OTHER CONDITIONS SIMILAR FOR FASTENERS SEE SCHEDULES ON SHEET 2 SCALE : 1/4' -1' 1/4 -20 X 3/4' STUDS W/ WING NUT do WASHER O 6 -1/4' 0.C. 2X2X1 /8' AUJM. ANGLE 6063 -T5 FAS FEN ERS SEE SCHEDULES 1' X 4' X 1/8' Cora. ALUM TUBE W/ (3) 1/4' 0 X 4" LAC SCREWS 0 EACH STUD W/ 2' MIN PENETRATION INTO EXISTING STUD 1 2 X 4 X 1/8' 2 X 5 X 1/8' ALUM ANGLE CONT. EXISTING WOOD TRUSSES 0 24' 0.C. MIN. 2x4 MEMBERS MIN. S.C. = 0.51 PRODUCT RENEWED • ACCEPTANCE No. • 0 -' 0 6 0 °[. 0 EXP 4TION DATE 0 4 By 1 Ldiale�! I PRODU !CONTROL DIVISION BUILDING CODE COMPLIANCE OFF/CE 03 (2) 1/4' X 3' LAC SCREWS 0 EACH RAFTER 2' MIN. PENETRATION 1/4' PLYWOOD EXI STING SOFFTT 3' MIN. •••� / / / I r 1 HEADER CONNECTION TO WOOD TRUSSES MAX SHUTTER HEIGHT = 9 FT. MAX DESIGN LOAD = 75 PSF By PR BUILD ENGINEER: HUIRUYOUN FAROOQ PE 16557 SEP 10 1997 1/4' -20 X 1/2" BOLT w/ NUT 0 2' FROM ENDS do 9 -1/2' 0.C. PRODUCZRENEWED ACCEPTANCE No . 1"0"/0I.QZ EXPIRATION DAT DUCT CONTROL DI VIS I CODB COMPLIANC 10E AP ? ?..0VEO A: COSIP! YING YSTH 1%1E SOUTH FLOR :D: 2U:!DINC CODE OAT L1 • ii I9Sh PROOUCT •IITROL OIVIS :0�1 OS C M 1tA-t' CE FICE ACC&TA BUILDING NCE CO H 3O. OF3 z cr N O y . t 0 Y4 0 y J O O) >> O CL 0 J J L I- U O Z m W z J O J 1- draw ng no. 94 -51 (sheet 3 of 4 J ANCHOR CHART TO USE TYPE CO BLOCK WOOD, �- 1 0 10 6 – r – – 5 — HO CHART TO USE _.e,71 Tr E CONC, BC7R"�OOD �- 1 – D 6 – - E - - 2 3/4' MIN Ed r WALL MOUNTS 1/4' MAX TYP SECTION A —A 1/4' MAX TYP ALUM. ANGLE 2 X 2 X 1/ 1/4 STUDS / WING NUT & WASHER 0 6 -1/4' O.0 E PRODUCT RENEWED 0 6 o o7 ACCEPTANCE No. / MAX. SPAN EXP • • TION DATE 0 Q / BY /SAW •L.L- SEE G RAPH PRODU " DIVISION BUILDING CODE COMPLIANCE MICE 200 ALUM. ANGLE 2 X 2 X 1/8 2 X 3 X 1 /8' 2X5X 1/ ALUM. ANGLE - 6063-T6 / 1 - FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 4. FOR WOOD INSTALLATIONS SEE SHEET 3 OF 3. BUILT —OUT CONDm0N 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 5 X 1/8' ALUM. ANGLE 6063 - T6 7' 1/4' - 20 X 1/2' 1 BOLT W/ NUT 4' MIN & 9-1/2' O.C. UPTO 115 PSF r ' & 6' O.C. ABOVE 115 PSF SECTION B —B ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL Sc FLOOR COVERING (STUCCO, TILES. ETC.) MAX. SPAN SEE GRAPH 1/4 X 1/2' BOLT W/ NUT & 9-1/2' O.C. UPTO 115 P 6e 6' O.C. ABOVE 115 PSF 1 1 1 DUCT RENEWED ACCEPTANCE No. q`7- D`72f. 62, T EXP By 1/4' STUDS W/ WING NUT & WASHER O 6 -1/4' O.C. ANCHOR CHART TO USE 3 4 TYPE CONC, BIOCK WOOD A 7 C - 8 D — GLASS FOR MIN. --- SEPARATION — SEE CHART ON SHEET 1 ALUM. ANGLE 2 X 2 X 1/5' • • s ANCHOR TYPE A CHART TO USE CONC. 7 C E 5 BLOCK WOOD 8 . 4.:•. '. i�� T1ON DATE PRO UCI' CONTROL DIVISIO BUILD 0 ODE COALPUANCE . CL INSIDE MOUNTS f MAX. SPAN �/�--- SEE GRAPH SECTION C —C 1/4" .I S / WING NUT & WASH O 6 -1/ 24' TYP. END CAP AN CHORS O.C. Ed TYPICAL EDGE DISTANCE CONC. & BLOCK a 12d (12 ANCHOR ()WADERS) W000 - 5d FOR LESSER EDGE DISTANCES SEE SHEET 4 OF 4. B C C B A • RE ANGLE REQD. ONLY ON BUILT -OUT CONDITION SEE DETAIL A 4" MAX r . SEP 10 1997 - TYPICAL ELEVATION END CAP BUILT —OUT CONDITION DETAIL A ENGINEER: HUMAYDUN FAR004 PE ¢ 16557 1/4' ANCHORS 0 24' O.C. 1 X 2 X 1/8" 2 X 2 X 1/8' 2 X 3 X 1 /8" ALUM. ANGLE FOR END CAP REQD. ONLY BUILT -OUT CONDITION APFSGVED AS COMPLY :NC WITH THE SOUTH FLORIDA BUILDING CODE DAT • y _1 �19 9' PRODUCT ttTROL DIVISION BUILDING CODE COMPLIANCE OffICE ACCEPTANCE Hd: u " � ICJ• U U CtS J W Z 0 '5 0 0 8 O 8 0 0 CL 0 M J 0 U- W Z < (i p 0 10 < uT 2 drawing no. 94-51 zheet 2 of 4 MINIMUM SEPARATION FROM GLASS REQUIRED INSTALLATIONS ABOVE 30' OF GRADE SEPARATION FOR INSTALLATIONS SHUTTER SPAN o H III 4.4UE DESIGN LOAD Pd = PS t Up Q-T, OF GRADE - ? LARGE 4ZISSRtt1APALa PANEL SPAN UPTO SEPARATION FACTOR - K - Pd /100 - IN . _ ,L.� READING FROM SPAN DEFLECTION CURVE e D - ITT. DEFLECTION AT Pd = K.D = IN. 131' 3 -3/4' MIN. SEPARATION REQD. o K■D +1" o IN. 14-5 5 -1/2' FOR INSTALLATIONS UPTO 30' OF GRADE USE MAX. OF ABOVE TWO. FOR INSTALLATIONS ABOVE 30' OF GRADE IGNORE LARGE MISSILE IMPACT REQUIREMENT. HOTS: NO PART OF SHUTTER SINLL BE UNDER 30' ABOVE GRADE TO WANE IAROE MISSILE IMPACT REOUIREUENT. 1.000 m N m LP o 0 I9 J " 2 H N 19 W .4 0.4 w r m 6 HA M",,,TITTT`TT'TP,,,,,1,, 1 , , ITTTTTTv,n,,,TI x.068 TYP 2.000 1.000 ROk6TPSL 7.684 1.000 2.126— 70 80 90 100 110 120 PANEL SPAN - INCHES FOR INSTALLATION DETAILS SEE SHEET 2 AND 3. 130 .078 1.000 � - EXTRUDED PANEL (RON 59 A) ) ALUMINUM .068 6063 -T6 PANEL PERFORMANCE CHART E(AT: V E VE LO ,,,,,1Tnt, 1111 1111 1111 140 150 USE PANEL PERFORMANCE CHART TO VERIFY PANEL CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. U. E SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM GLASS. U7 t9 r9 50 2.375 4 -1+ -.080 2.583 .125 2.031— t CEILING MOUNT HEADER 6063 -T6 DEFLECTION CURVE- .125 .080 0 PSF • • • • Ieff. : 0.953 tn'4 /ft DEFLECTION CURVE FOR POSITIVE LOAD ONLY. FOR LOAD OTHER THAN 100 PSF SEE SCHEDULE. RcLOSPot. 60 78 80 90 100 120 SLAT SPAN - INCHES 140 3.625 1 .0 00 RO LLADEN INC. HALLANDALE, FL ALUMINUM STORM PANEL "DARE COUNTY PRODUCT CONTROL APPROVED" PRODUCT MARKINQ A LABEL SHALL BE AFFIXED AT BOTTOM OF ONE PANEL EACH OPENING WITH THE FOLLOWING STATEMENT. 2.531 -• --.100 125 1 2.031— WALL MOUNT HEADER 6063 -T6 By .12.5 .080 PRODUCT RENEWED ACCEPTANCE Ala 00 - 0 6 al .07 EXPIRATION DATE O 1! 4 ( O /Z O ? .4141.IIIr_ RODUC *•NIROL D�V2SZ(3N BUILDINO CODE COMPLIANCE MICE 2.000 PRODUCT RENEWED Of ACCEPTANCE NO.R1 . D 1 21. n EXPIRATION DAT PR DUCT CONTROL DI VIS I O CODE COMPLIANCE • E 5.000 .125 TIP 2 X 3 X 1/8" 2 X 4 X 1/8" BUILT —OUT ANGLES 6063 -T6 ENGINEER: HUVJAYOUN FMOOQ PE f 16.557 SEP 1 0 1997 2.000 12.5 TYP. 2.000— SILL ANGLE 6063 -T6 GENERAL NOTES 1. THIS 51HUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY AS LISTED. PANELS SHALL BE ALLOY 6063 -T6. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GNEN 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 SHALL BE STAINLESS STEEL ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL WING NUTS SHALL BE OF ZINC ALLOY. 7. THE DESIGN AT ANY GWEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE /ZONE. 8. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION S L /30 OR 2 ". 9. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 10. EXISTING STRUCTURES MUST BE CAPABLE OF SUSTAINING LOADS IMPOSED BY SHU11tR. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. SEE AFC 94 -01. APPROVED AS CCMPLYIN W ITH SOUTH FLORICA BU'LD!YG CODE OAT LI a flfOOLiCT L, NTROL D;Y:S,01 THE Bul;D:NG CODECCMPLIANCE OFFICE `ccONECE NO J '(Z: n� 0 ai .O n O 4 0 m 2 u 0 N 0 draw ng no. 94-51 s heet 1 of 4 Rolladen, Inc. ACCEPTANCE No. : 00- 0609.07 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS SEP 2 1 2000 09/16/2003 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, arc no older than eight (8) years. 2. Any and all approved products shall be perrnanently 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 bc provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall bc ,cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF TIIIS ACCEPTANCE I ielmy A. Makar, P.E. - Product Control Examiner Product Control Division 3 of 3 Rolladen, Inc. ACCEPTANCE No. : 00- 0609.07 APPROVED SEP 2 1 2000 EXPIRES 09 /16/2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance, No. 97- 0721.02, which was issued on September 16, 1997. It approves a 0.068" 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 0.068" aluminum storm panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 94 -51, titled "Storm Panel Details ", prepared by Al- Farooq Corporation, dated July 7, 1994, last revision #B dated December 17, 1994 sheet 3 of 4 and #D dated April 4, 1995, sheets 1, 2, and 4 of 4, 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 0.068," 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 Thig 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. Helmy Aivlakar, P.E.- Product Control Examiner Product Control Division 2 of 3 MIAMIDADE PRODUC"I' CONTROL NOTICE OF ACCEPTANCE Bounden, Inc. 550 Ansin Boulevard Hallandale ,FL 33009 Your application for Notice ot•Acceptance (NOA) ot: Extruded Aluminum Storm Panels Shutter under Chapter 8 o1 Code or Miami -Dade County governing the use or ,Alternate \laterials and Types of Construction. and completely described herein, has been recommended for acceptance by the NliL i i -Dade County Building.; Code Compliance Ottice (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. 13000 reserves the right lo secure this product or material tit an■ time I'rom (I jobsite or nlanul'acturer's plant fur clualit\ control testing. 11' :his product or material tails to pertorn) in the approved manner. BCC() may revoke. or suspend the use 0I such product or material immediately. 13000 reserves the right to revoke this approval. it it is determined by BCCO that this product or material tails to meet the requirements or the South Florida Building Code. l he expense 0t testing \\ ill be incurred by the 1nLInuCacturer. ACCEPTANCE NO.: (1(1- 0609.07 EXPIRES: 09/16 /2003 THIS IS TI1E COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONI\IITTEE [his application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami-Dade County. Florida under the conditions set forth above. APPROVED: (9/21 /21100 s0450001 \pc2000Utemplates \nonce acceptance cover page dot Internet mail all (lress: I) ustntastcr ,u;l)uil(liuhc(Acunline.cuul \11 : \)II- I): \1)E COIr\ fl'. I LU AILI RO I),ADC. FL ACILLlt 13l'II.l)I \t.i 13LI1.t)I; \'G Co1)I1 CO 11'I,I: \ \C I: OFFICE DI: I I.; \(d.lilt MI11.1)I \0 -Ill \\ I:S l I l: \l l l,lt S I ItI:I 1. til l I I IN); \II: \ \II. I I.(11RI1) / \.i31.+i •I. "c (3u5) .i 75.2901 I .A.A t3u51 ( O. \l I(. \('l (HZ I.I( F.\sl' (; .. I.( 110\ ( O\ I I( \( "101( I.\I Olt( I.\II.\ I I>1\ I•IO\ ( .;7j -2)( 1 \.A ('1 ('O\ 11(01. 1)1‘ I'IO\ (303) ±75.2')U2 1 .A.A Raul I odri,uei Chief Product C0111101 I)k loon I:r;tn(:isco J. (1(liill;ln;t. I:: \. 1)irectur `lianli -Dade Count\ Buildin�� C((le C(�litpli;tnce 011ie Ilun1c ):1g c: I> t(l)://\\ \'\ v.I>uil(lin„cuticunlittc.eu iu ROUADEN ShUTTERS CUSTOMER C f L1COM0 . S 4 • CD $ PANE A: ` c O TOP TRACK �� I��� BOTTOM TRACK i'-) REMOVABLE , 5,0. 2/ Z 0.H. 7� + 2(0 PM . L A:B TOP CRACK BOTTOM TRACK REMOVABLE BO 2" O. H. 1414 CQNTRACT # O2 ' - 4 0 38 COLOR • l `1 PAN[L3 W A: GO TOP RI�C7C A � BOTTOM T REMOVABLG � 1 15.0. Z 0, It 52 - f - I 55 A: � TOP TRACK�� BOTTOM TRACK . . REMOVABLE B.O. 0. H. 40 I WAT t i - 1 0 31 2 — Qo 2G . 9 PANEB A: i1 TOP TRACK lej1:1■ .1 BOTTOM TRACK REMOVABLE O. H. 40 / rAN[13 O A: TOP TRACK BOTTOM TRACK B.O. 0. H. i d hn a • U 0 EY J Z - `1 —m L. z z - o z J M gao "' cc ER Shutter Schedule # Wdth Height Zone 4 Product ��jp Anc hor 6 1' ii. # Width Height Zone Product Anchor 1 68 7 11 2 .J"1 Go 4 12 3 260 , (4- 5 13 13 4 / T 1 y. 14 5 GO 5 15 6 // f 3" t (co L4 18 7 2(10 ( � . � 3 17 a 584 �-8 y 18 9 19 10 20 Customer - r A CoM o } FNb9-1) WM_N- (Ziol Ne % � Mr t*A i i 6313 Criteria Mean Roof Height. Exposure: Roof Slope Elevation: End Zone: WIND CHART Design Positive Negative Int. Zone Negative End Zone. Data (5'--o C n t� Loads 1(1-(0 hpk ( 5) (°5) Rolladen Shutters Contract # Color Date: 410e102- Q2 AP 3 L\-v 8 iRvr BUILDINGS MEAN ROOF ELEV. EET EQUAL OR LESS Basic Wind Speed 146mph, Importance PER FLORIDA THAN 60 FEET HIGH Factor - 1.0, Exposure `C' CODE OOF SLOPE < 10 DEGRE TRIBUTARY AREA = 10 SQ. FT. R• • •' > 1 • GREES. TRIBUTARY AREA = 10 SQ. FT. ZONE ZONE ZONE ZONE ZONE ZONE 4& 5 4 5 4& 5 4 5 ( +) ( - ) ( ( +) ( ( -/< 15 31.9 34.6 42.6 I 28.7 31.1 38.3 20 33 35.8 44.2 29.7 32.2 39.8 25 34.9 37.9 46.7 31.4 34.1 42 30 1 36.5 39.6 48.9 32.9 35.6 44 35 37.6 40.7 50.3 33.8 36.6 45.3 40 38.7 42 51.8 34.8 37.8 46.6 45 40.4 43.8 54.1 36.4 39.4 46.6 50 I 42 45.6 56.2 37.8 41 50.6 55 43.4 47.1 58.1 39.1 42.4 52.3 60 44.8 48.6 60 40.3 43.7 54 • ROLLADEN SHUTTERS INC. 550 ANSIN BLVD. HALLANDALE, FL., 33009 WIND LOAD TABLES FOR SHUTTERS FLORIDA CODE BASIC WIND SPEED: 146 MPH. TRACY CONSULTANTS INC. (IP) 4660 SW 128 AVE.. SOUTHWEST RANCHES, FL., 33330 (954) 434 -5035 UNIT NO. PRODUCT CODE DOOR WINDOW ROOM ACTUAL OPENING SIZE WIDTH X HEIGHT ROLL SHUTTER CRANK ONLY OPERATION MOTOR ONLY MOTOR & CRANK COLOR SELECTION PROFILE FRAME SPECIAL INSTRUCTIONS O .A. P )t fv S�e(S P W w age' , 11 ,( GI 2 12)(6 - A. 1, '1 /1 1' 10 a0 itI 11 1) 1/ (1 X 1 1 )(J o (1 t( /) 1) X ' &i4 3iK_V- I( 1! 11 I Li t/ 3?K5 It t/ II tl LA A .frC- t( AKto 11 11 N ,2X< 1 1 K l( ("Act c. t'- -ro4 cv4u.I / TOTAL PD r\-( ` \ / I ` ` OTAL AMOUNT OF CONTRACT 17 $ akta__ Rear i..4‘,..01." eitii , Indi . e •* • fiber counter clockwise EPOS 1/3 MINIMUM a Q _C —$--Y 1/3 DUE PRIOR TO COMMENCEMENT OF INSTALLATION v (1 v ' BALANCE TO BE PAID TO INSTALLER r$ ® Omit To- Front �� �� Installation to begin in approximately to weeks from date of receipt of deposit. This is only an estimated time and you will be contacted to schedule the actual installation date. ,or ROLLADEN INCORPORATED )(000 f--;) CUSTOMER NAME 4 � �I fiu/7' ii is 1 that io JOB ADDRESS _ _ , BILLING ADDRESS la/ /V fig ct6 TELEPHONE _ 30 - isi- 9 - ,o PROPERTY OWNER OTHER PHONE ro11aden We propose to furnish and install the following: Instruction Sp -cial Instru , N,'s t iq CLIP s so_PANAc G _ X KTfN _ C 4O ilc-C - I labor for n o�d switch installation by Rolladen included in this price? YES ❑ NO Is high work required? YES ❑ NO � Is e,tri ilding: _i . I have received a copy of "Notice of Consumer Rights Under the Construction Industry Recovery Fund' as required (Initials). TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. When Building Codes require a final building inspection or if an electrical connection by Rolladen is required, a maximum of ten percent (10 %) of the contract amount may be retained pending completion. Purchaser agrees to pay a late fee equal to 11/2% per month on the unpaid portion of the purchase price from the date of installation by the installer to the date of payment. OWNER OF PROPERTY? YES ❑ (If NO, fill in Owner's name and address in space provided at top of form.) Products _ ts are to be installed orl thremises situate m r � Lot r 12.. Block _ t Q� Sub Division 1 CONTRACT SUBJECT TO • ' ITIONAL TERMS ON REVERSE SIDE "BUYERS RIGHT TO CANCEL" THIS t DAY OF ROL -5 S cc, F � ,OUg" Ef “otimilt4 1 (Salesman) (X) (Accepted & Approved) "This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written nonce to the seller in person, by tet:grarn, or by mail. This notice .rust indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash down payment." EXECUT r IX COPIF CCOPy OF WHICH WAS DELIVEREDTI, ' ND RECEIPT I HEREBYACKNOWLEDGED BY BUYER, ORDER NO. fJ fez 7 v 3 �� CUSTOMER MAIN OFFICE Purchaser Sign Here) (Purchaser Sign Here) Page _I of 1