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935 NE 99 St (5)
m /10 /m 15.951 T A B L E 2 ALUMINUM STORM PANEL MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(WI (PSF) 30.0 40.0 50.0 60.0 70.0 ACTUAL SHUTTER SPAN (FT - IN) 3 -0 4 - 0 5 -0 7 - 0 8 - 8 10 - 6 3 - 0 4 - 0 5 -0 7 - 0 8 - 8 10 - 0 3 -0 4 - 0 5 -0 7 -0 8 - 8 9 - 5 3 - 0 4 - 0 5 -0 7 - 0 8 -8 9 - 0 3 -0 4 - 0 5 -0 6 - 0 7 - 0 8 - 8 MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) BAR 2 2 2 2 2 -1/8 3 -3/4 2 2 2 2 2 -1/2 3 -3/4 2 2 2 2 2 -3/4 3 -3/4 2 2 2 3 3 -3/4. 2 2 2 2 3 3 -3/4 NO BAR 3 3 3 3 3 3 -3/4 3 3 3 3 3 3 -3/4 3 3 3 3 3 3 -3/4 3 3 3 3 3 3 -3/4 3 3 3 3 3 3 -3/4 MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) NO BAR 1 -1/0 1 -1/4 1 -1/2 2 -1/9 3 -3/ 1 -1/8 1 -1/4' 1 -3/0: 1 -5/8 2 -1/7 3 -1/2 1-1/8 1 -3/8' 1 -3/4 2 -3/4' 3 -5/8 1 -1/8" 1 -3/ 3 3 -1/4 1 -1/8 1 -1/4 1 -3/8 1 -7/8 3 3 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lmax.). POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPT ABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 4, ABOVE SCHEDULES IL 2 ARE FOR USE WITH .050" ALUMINUM STORM PANELS ONLY. Approret! as coopI 1af with the Florida Bsidis= Code Dste 20o? NOAH Miami Deck PFOdoci C011(101 DIvb By a m U i Z f. N W hF W 1-n _0 U a � O N a Q W = z Vu ) z ND Win z 0 U 2 - w n J 0 Qcr 00 0 0 t: 5 e . 1 A j I i a < 2 elummumlimmi (' V.J. KNEZ H !PROFESS* a EER FL L `. No: P. •.50983 9 2002 03/06/01 dr.vn b s sotto C •v ffiThin y {cn•cH• v l dr•wing no, 00 -380 Lsheef 10 or 10 ALUMINUM STORM PANEL SPAN SCHEDULE NEGATIVE DESIGN LOAD W FOR ALL MOUNTING CONDITIONS (PSF) L MAX. (FT -IN) 30.0 10 - 6 35.0 10 - 4 40.0 10 - 0 45.0 9 - 8 50.0 9 -5 55.0 9 - 2 60.0 8 -9 62.0 8 - 7 65.0 8 -5 67.0 8 - 2 70.0 7 - 10 72.0 7 - 7 75.0 7 - 3 80.0 90.0 100.0 110.0 112.0 120.0 130.0 140.0 m 150.0 160.0 170.0 180.0 190.0 200.0 m /10 /m 15.951 T A B L E 2 ALUMINUM STORM PANEL MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(WI (PSF) 30.0 40.0 50.0 60.0 70.0 ACTUAL SHUTTER SPAN (FT - IN) 3 -0 4 - 0 5 -0 7 - 0 8 - 8 10 - 6 3 - 0 4 - 0 5 -0 7 - 0 8 - 8 10 - 0 3 -0 4 - 0 5 -0 7 -0 8 - 8 9 - 5 3 - 0 4 - 0 5 -0 7 - 0 8 -8 9 - 0 3 -0 4 - 0 5 -0 6 - 0 7 - 0 8 - 8 MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) BAR 2 2 2 2 2 -1/8 3 -3/4 2 2 2 2 2 -1/2 3 -3/4 2 2 2 2 2 -3/4 3 -3/4 2 2 2 3 3 -3/4. 2 2 2 2 3 3 -3/4 NO BAR 3 3 3 3 3 3 -3/4 3 3 3 3 3 3 -3/4 3 3 3 3 3 3 -3/4 3 3 3 3 3 3 -3/4 3 3 3 3 3 3 -3/4 MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) NO BAR 1 -1/0 1 -1/4 1 -1/2 2 -1/9 3 -3/ 1 -1/8 1 -1/4' 1 -3/0: 1 -5/8 2 -1/7 3 -1/2 1-1/8 1 -3/8' 1 -3/4 2 -3/4' 3 -5/8 1 -1/8" 1 -3/ 3 3 -1/4 1 -1/8 1 -1/4 1 -3/8 1 -7/8 3 3 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lmax.). POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPT ABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 4, ABOVE SCHEDULES IL 2 ARE FOR USE WITH .050" ALUMINUM STORM PANELS ONLY. Approret! as coopI 1af with the Florida Bsidis= Code Dste 20o? NOAH Miami Deck PFOdoci C011(101 DIvb By a m U i Z f. N W hF W 1-n _0 U a � O N a Q W = z Vu ) z ND Win z 0 U 2 - w n J 0 Qcr 00 0 0 t: 5 e . 1 A j I i a < 2 elummumlimmi (' V.J. KNEZ H !PROFESS* a EER FL L `. No: P. •.50983 9 2002 03/06/01 dr.vn b s sotto C •v ffiThin y {cn•cH• v l dr•wing no, 00 -380 Lsheef 10 or 10 FASTENER ANCHOR SCHEDULE LOADS AND SPANS MAX. SPACING (IN.) REVD FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOA PSF MAX, (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 7' -6" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 QOOM 48 12 12 12 12 12 12 12 10 12 11 12 9 7 12 8 62 12 12 11 12 12 12 11 8 12 9 12 6 6 12 6 67 12 12 10 12 11 12 9 7 12 8 12 6 6 12 6 B 1 'i \'-'!'1-''i-?`�,rt ' � t} 1 /4 - mK MIN. 3" LONG LAG SCREW W/ MIN. 2" EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN '72 12 12 9 12 10 12 8 7 12 7 12 6 6 12 6 92 12 9 7 12 8 12 6 6 12 6 12 6 6 12 6 112 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 200 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 4 8 12 12 11 12 12 12 12 8 12 11 12 9 6 12 8 62 12 12 9 12 12 12 11 6 12 9 12 6 1. 12 6 ,t'II ()ItitiII all 67 12 12 8 12 11 12 9 6 12 8 12 6 4 12 6 72 12 12 7 12 10 12 8 5 12 7 12 6 4 12 6 7/16 - e WOOD BUSHING W/ 5/0" MIN. EMBEDMENT 2. 1/4 -20 STAINLESS STEEL MACHINE SCREW 92 12 9 6 12 8 12 6 4 12 6 12 6 4 12 6 112 12 6 5 12 6 12 6 4 12 6 12 6 4 12 6 200 12 6 4 12 6 12 6 4 12 6 12 6 4 12 6 *ffmummicxxxxca> 4 8 12 12 12 12 12 12 12 12 12 12 12 10 10 12 9 62 12 12 12 12 12 12 12 11 12 10 12 6 8 12 '7 6 7 12 12 12 12 12 12 11 10 12 9 12 6 8 12 7 * t111/11UMMI U 1/4 "m ELCO MALE/ FEMALE "PANELMATE" W/ 1 -7/0" MIN. EMBEDMENT I. 1/4 - 20 MACHINE SCREW WITH NUT 72 12 12 12 12 12 12 9 10 12 8 12 6 8 12 7 9 2 12 10 10 12 9 12 6 8 12 7 12 6 8 12 7 112 12 7 8 12 7 12 6 8 12 7 12 6 8 12 7 200 12 6 8 12 '7 12 6 8 12 7 12 6 8 12 '7 02/19/02 15:18 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY, ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 5. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 7. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. e. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *9. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT (a 6" O.C. OR 12" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. *10.X4-2 0 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLT IF .9 KEYHOLE WASHERS ARE USED. Approled as con plyicgwith the Florida & tidier Pale pO 2 Dated 2 NOAYO Miami Dade Prodoa Castro' BY Dirisio Z 2 - W Q D Q2 00 N O O KO 0 n c s 5 0 a i t 0 } 7 V 3 • V u^ V.J. KN PROFESS' FL LLs No: PE :y • 983 (scale AS 3.03101 f�r 0 A U A! CC E 00 -380 y g a z O V s 9 EER drawn by eV O•Ypn by chacl..e b v1N)( v /K1 f no 1 sheet 9 of 10 1 KNEZEVICH CC o 0 W Z Q CO W ( (J W N � L O F- r . D ∎Oh 0 1 Z < . w 0. N v cr, W //1// 1 /j/x /, a m m �n m n m m m m m n m m / //? .O .o .0 / .0 /// .o .0 / � CO / / /VY/ / /, m t /V 1 . /0 : a 1 M m, r� r1 m I m r,1 r{ ro r+ r! rI r f Z O 4 CO V. N ! in I N I N v V. 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INC 1 02/20/02 10:56 1. y. 0r:.1 ri complying with IIc Florida Iluidiar Code Dater /ZJ/2002 N OAM. j A3 IS -0L Miami Dade Prodeci Coetr 1 Dy brawn by AV r1.Ugn by )(checked 0 I ll 11 04 11 vin) I Or awing no. 1 00 -380 sheet B of 10-1 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. ANCHOR NOTES: 02/20/02 10:54 Approial i&s coisu, iog Nlib t Florida Buidio g Code Dite03 /21/ZOO Z roAM91 nL Miami Dade Prodtxt Control By 13 l ell /�:t✓If� — 2 Z a a Q2 Q 00 O O FL Aprpi M j z O y _ j 1 - 7 O u Btu � � 'Ho F KN • 1OSSI INEER a ;v / - . : 03/06/Ot W, L '(dram by 1 s �a!EO� AV) drar'ng no 00 -380 1 y No: 0993 9.2002 sheet 7 of 10 1 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. ANCHOR NOTES: FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 2" EDGE DISTANCE SPANS UP TO 10' - 6' (SEE NOTE 1) 0 •O 0 NO 0 1 0 4 el RI m in in en CO 0 0 .O .O 0 0 4 rn en in in e' en se ul ✓1 1.41 J1 V1 e1 el el I M .- m m CO CO 0 CO Zl z Zt 1Zl 1 Zt I Zt i Zl I it I Zt ±! Zt _1Z ztI Z t l ztI Zt Lt I Lt I zt I zt 1 Zt [ Zl ztI TIT :CTI Ii 10l s 1E1 ot 1 LIL IZl1 9I7 IZt I 9 1 1 I ZI I .O 4 9 17 Zt .c 4 9 1 ZL 1 .O 4 9 7 121 4 9 7 I Lt 1 4 7 Lt1 rn ,T' IT crl VI 1 V1 2 I P 0. 6 ILL [ E l N r >� I zt I r r �[ZlE r r r r N r N r IOL / / /�/ /, zt ]Zt 1 Zl 1 ZI Zl I LL I n Zl I itI zl I z t Zl z► of I 'o Dt1 � . Ll ZL SPANS UP TO 7 . - 6" (SEE NOTE 1) I Ll [ zt IM zt t ` I ll ommm Zt LL Zt Zt I I zt - Zt TZT Zl I Zt Zl_ I tt I zt Zl �Zl LL Z zt 1 Zt Zt L l I Zt Csd a3 02 02 LI] zt I Ztl zt] Zl Zl Zl zl1 rs L ll ZL Zt F I Z Zt zt z t I Ll Zl Lt CTI 'PE zI Il of zt Ol o L v zt [ ot l: oI P r r r zt 1 Lt IL / Or; I zt I tt of ZI ZLI III / ■ zi I . zl I zt I It r r r LL zl Ll u 1 zt 1 Lt ET zt z zl l l O ZI 1 z L zt zl 1 LlI zl i Ztl zl I Zl ZLI j 6t I � Ol Zl it I Zt1 Zt Zt1 Zt Zt ZL 6 6 ZL zt P Zt1 L l l zt .1 ..- LL Zt Zt ZL SPANS UP TO 5' - 6" (SEE NOTE 1) 1 Zt 1 Zt 1 t 1 01 CO .O •O r `O 3/7 V1 4 in in I Lt I Lt I tt f tt .., r- .0 .o v v. in .. el LI I - - - . • .. - VI VI - en I in Z I 1 Il zt I zt 1 _ of I P m I ZL Zt Zt I zt I zt Ll ZL I zt 1 Zl L t Izt. I zt 0• r I zt I zt I zt ILl ZL Zt ZI Zt ;Z l ZI I zt P m zt 1 ZI Z t 6 I z l Lt i zI Zt Zt Zt Zt Z1 P1 r zl zl ZI. zt it I KT :CT YPE Zt Zt 1 zl 1 Zl J = m m 1LI P CO r .O V1 ZL - - -- I zt ZI I P r r Zt Ol _ P P r V1 V1 Zit l� (711 OL N .O .O Zit P P 6 01 r V11 in zt Ll I Zl Z11 - 1 P CO r I Zt Zt J LI I Z� P .o .O H "' 1 0t CO J r1 / 4 / � j zt zt ILt P .O .0 Zt zt alt I CO 4 M M zt I Zl ZI L t r V1 J ZL o1 Zt m .t to j I Ll zt I zt I zit zt m r Ll IZt Zl I LL I ZL Zl Zl C. . N - Zl Zt 1 Lt I O t P I zt I zt' ZI I L tI lit I Lt I lit I LL I zt I ►Zt l Zt I zt I of 1 of zt Z1 I Lt1 Zt1 Zt Zt zt ZLI zt l Zt Lt al l_ O I P tl ztl zti it 1 z, zt Lt LL a �Qw W t W ..�. O� 87 :1 z9 1 L9 zt. 1 Z6 1 ztt 1 OOZ 97 1 Z9 1 L9 1 LL I Z6 1 Ztt l 00Z 1 97 1 Z9 L9 LL _I Z6 ztt I (7L 97 I Z9 ] L9 Z 1 ZL ztt I 00z 97 1 Z9 1 L9 1 ZL 1 Ztt 1 OOZ 97 1 ZL 1 r. P o N Z9 1 . r P Z tl O0Z ANCHOR TYPE *t= 1111111111 lllllln'1x'\ > *DD1lllll1lll11111;.> 1/4"0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -3/4 MIN. EMBEDMENT 1 1/4 -20 MACHINE SCREW WITH NUT (MIN. 3.000 P.S.I. CONCRETE) :lllll�llll�llllltL "m ASHLEY C -SET SCREW ITH 1 -1/4" EMBEDMENT 10 P.S.I. CONCRETE) CI �1111 \1 11N1 111111\11 1/4 "O ITW TAPCON 0 4 "m ELCO TAPCON 1 - 3/4" MIN. EMBEOMEI (MIN. 3.000 P.S.I. CONCR1 11 POWERS IL ZAMAC N W/ 1 -1 /e" MBEOMENT P.S.I. CONCF 1 - s ITW REO HEA VABOIT S(.EEVI CHOR W /I -1 /13" MIN. EMBED. 000 P.S.1 CONCF 'OWERS RAI -IN 1 1/4 -2i K BOLT 13/ I WI 1_1/4" : MBEDMENT I P.S.I. CONCI nm�n�j POWE ' /e" Et I. -20 S MAO 300 P.5 3 Un1On»IS °NI /SIX] B LJ IONOO t 02/20/02 10:54 Approial i&s coisu, iog Nlib t Florida Buidio g Code Dite03 /21/ZOO Z roAM91 nL Miami Dade Prodtxt Control By 13 l ell /�:t✓If� — 2 Z a a Q2 Q 00 O O FL Aprpi M j z O y _ j 1 - 7 O u Btu � � 'Ho F KN • 1OSSI INEER a ;v / - . : 03/06/Ot W, L '(dram by 1 s �a!EO� AV) drar'ng no 00 -380 1 y No: 0993 9.2002 sheet 7 of 10 1 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. ANCHOR NOTES: -1/2" MIN —GLASS OR DOOR SEE TABLE 2 O ALT. TRAP MOUNT DETAIL SCALE : 3" = 1' -0" GLASS OR DOOR SEE TABLE 2 02/12/02 09:55 F 2" MIN, 1/4 "O RAWL CALK -IN p 4" O.C. GLASS W/ 7/8" MIN. EMBED. IN CONC. OR DOOR - OR HOLLOW BLOCK 1/4" -20 STUD & WINGNUT, PANEL TO ANGLE CONNECTION @n 12" O.C. FOR PANEL s 8' -6" AND 6 O.C. FOR PANEL LENGTHS GREATER THAN 8' -8" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. DETAIL AE FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 1' NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN • h - HEADER'OR " U • HEADER TOP MOUNT ® C -TRACK ASSEMBLY INSIDE MOUNT SCALE: 3" = 1' - 0" b d 1 "x2' 2 x 2.. 1x 0.055" 6063 -T6 ALUM. 2" x 5" 2" x 4" OR 2 x 4 OR 2 x 6 P.T. WOOD BLOCKING f—SEE TABLE 2 / \ \--1/4"0 MACHINE BOLT (n 6" O.C. ` -1/4 "0 RAWL CALK -IN (n16" O.C. W/ 7/8" MIN. EMBED. IN CONCRETE OR BLOCK NOTE: 1. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 2. WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD = 72.0 P.S.F. C I ALUM. TUBE BUILD -OUT SCALE: 3" = 1' -0" TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/4 -20 x 3/4" MACHINE SCREW I WITH .675" x .675" ' x .125' QUARE HEAD 5/16" I.D. AND 1/2" O.D. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT (GALVANIZED) ® C -TRACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE SEE MIN. SEPARATION FROM GLASS SCHED. TUBE TABLE 2 GLASS OR DOOR - - (L a 12" x 3" I 2 "x4 "x1/8" 2 "x5" 6063 -T6 ANGLE --�� FASTENER. SEE ANCHOR \ SCHEDULE REFERENCE \ CONNECTION "TYPE 3" 1/4 -20 MACHINE BOLT & WINGNUT p 12" O.C.; OR p 6" O.C. FOR PANEL LENGTHS GREATER THAN 104 ". (TYP. TOP & BOTTOM) 6 CONT.-1 I' EMBED \ / I' j ' USE 12 R 13 WITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE HEAD /FINAL LOCATION OF STUD . I 2 -1/2' EXISTING BLOCK, OR W + WOOD FRAMING NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. AC STORM PANEL BUILD -OUT SCALE : 3" = 1' -0" '-1/4 -20 MACHINE BOLT & WINGNUT @ 12" O.C. OR @ 6" O.0 FOR PANEL NON- STRUCTURAL LENGTHS GREATER THAN 104 ". 1 (TYP. TOP & BOTTOM) L Appro%ed as complying hltb the Florida Buld(ng Code Date 03/2 fzco2 NO/VC)," 031.02. Miami Dade rodod Control DMA) By C -TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. 1/2" O.D. x 1/4"1.0. x 3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT (TYP.)- ' A \O \ I- 2 Do Q : 0 0 t0- 0 0 F t a f O 8 V.J. KN R LESS FL 014 0 r. 8 N I 0 i GINS M Et No: O O 3 9 200 03/06/01 As NOTED drown by AV) (d,sion roch V C� ll drag • no 11 00 -380 sheet 6 of 103 EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) SEE TABLE 2 1/4 -20 S.S. BOLTS W/ WINGNUTS (al 24" O.C. MAX. (TYP.) 02/12/02 09:54 ANGLE MAY VARY O to GLASS OR DOOR 111 O ALT. CORNER DETAIL SCALE : 3" = 1' -0" NON- STRUCTURAL FINISH 6" MAX. / MATERIAL BRICK OR WOOD f. 1/ HI 11111 11111_ f i"TI 11111 11111 r (T.V.A.S.) PANELMATE FASTENER, SEE ANCHOR SCHEDULE BASED ON CONNECTION 'TYPE 2" 1/2" 1/ MAX. I— u z w J -J Li) z a a z A E J (MAX :DESIGN LOAD ± 61 P.S.F.) ® WALL MOUNT SCALE : 3" = 1' -0" INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = V -0" 2" x 2" x 0.125" CONT. TO 4" x 4" x 0.125" 6063 -T6 ALUMINUM ALLOY OR 18 GAGE (MIN. t= 0.0478" ) GRADE 40, GALV. STEEL ANGLE 3/8"0 HOLE FOR FASTENING PANEL STUD ANGLE \J u GLASS OR DOOR SEE TABLE 2 ' FOUR 1/4 "0 POWERS CALK -IN ANCHORS W/ . 7/8" MIN. EMBED. N IN CONC. (la 4" O.C. 1 -1/2 ", 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY SCALE: N.T.S. PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE: 3" = 1' -0" r 11 i6i a' 1/4 -20 5.5 MACHINE BOLT AND NUT (al 12" O.C. 4 1/4" 0 POWERS CALK -IN (a1 4" O.C. W/ 7/8" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. 02 "x5 "x1 /8 "CONT. ANGLE 6061 -T6 ALUM. NOTES: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD ± 72 P.S.F.) O EDGE MOUNT DETAIL SCALE : 3" = 1' -0" ____. L 8" x 3" x 1/4" ALUM. ANGLE r 1/4 " -20 STUD W/ NUT (7n 6" O.C. r2" x 3" x 1/8" / ALUMINUM ANGLE EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING m GLASS OR DOOR SEE TABLE 2 SEE TABLE 2 GLASS OR DOOR- 1 EMS NOTE: WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD OF 72.0 P.S.F. O HEADER MOUNT DETAIL SCALE : 3" = V -0" .0 el A_ z J -J W z a a x 2" x ALUM STUD a g B AN GLE �/ E J 1 1 T' :• r/ /: m .MAX. 1/8" TILE FINISH MATERIAL 3/4" PLYWOOD —2" x 4" x 1/8" CONT. ALUM. TUBE (6063 -T6) i �- 1 /4"m POWERS CALK -IN (al 6" O.C. l WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW IN WOOD. BLOCK OR 1/4"0 LAG SCREW (al 12" O.C. W/ 1 -1/2" MIN. EMB. ��-- 1/2 "0 THRU BOLT (ASTM A 325) (n> 12" O.C. 1/4 "m POWERS CALK -IN (al 12" O.C. , WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (al 24" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 (MAX. DESIGN LOAD s 72 P.S.F.I O U "PASS THRU" DETAIL SCALE : 3" = 1' -0" b d 1" x 2" 2 "x2" 2" x 4" 2" x 5" OR2'x6 " P.T. WOOD BLOCKING FASTENER SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 2" 1/4" MAX. 11/2" MAX. x 0.055" 6063 -T6 ALUM. TUBE m E Approved as coinplylag oh!' the Florid, 8 aiding Code Dote n3 /zl! 2-00Z NOA001 Miami Dsde Prod act Conies); Div is30n By .0 z� W w u ° _o U 0 . to to a W 0 U .' Nj w = Z Yv ate S I 8 Z i 2002 00 -380 ✓ 0 e I ismailitimpeniame Y.J. KNEZE C1 POFESSIO NG' ER FL 1,1 .n.. fIo: F't • _ • 9133 4' 3/06/01, 'nil,. bV AS NOTt0 _p rawn Av,( (design V TK j chacbed rC I dr•vinq nn. 1 sTe 5 of 10 SEE TABLE 2---\ GLASS OR DOOR E I ((( I EMBED 1" x 4" x 0.055" OR 2" x 4" x 0.055" ALUM. TUBE OR 2" x 6" P.T. WOOD BLOCKING M THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO 1 72 P.S.F. O WALL MOUNT SECTION (BOTTOM) SCALE : 3" = 1' -0" THREE 1/4 "0 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. @ 24" 0.C. MAX. CONT. 4" x .250" ALUM. PLATE OVER WOOD MEMBERS SEE TABLE 2 02/12/02 09:54 GLASS OR DOOR O m 4a 0NT. GLASS OR DOOR SEE TABLE 2 \—FOR WOOD BLOCKING USE 1/4 "0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING (01 12" O.C. FOR ALUM. TUBES USE 1/4 "0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUDS LOCATED (al 24" O.C. MAX. b ONE 1/4"0 THRU BOLT W/ ACCESS HOLE (al MIDWAY BETWEEN STUDS. - TWO - 1/4"0 S.S. LAG SCREW (al 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS — #14 SMS BETWEEN TRUSSES (la 24" O.C. WOOD ROOF TRUSS OR FRAMING MEMBER dal 24" O.C. MAX. STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. CONT. 4 J m .4 h w w N X E -J N SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" ,-- FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 1' (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY (la 6" OR 12" O.C.. BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) EMBED. (TYP.) EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING ITYP. TOP & BOTTOM) O WALL MOUNT SECTION (DIRECT MOUNT) SCALE.: 3" = 1' -0" THREE 1/4"0 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. (O1 24" O.C. MAX. PLACE ONE FASTENER THRU HEADER 1 "x4 "OR1 "x6" 062" CONT. ALUM TUBE (6063 -T6) #14 SMS Th 12"O.C. BETWEEN TRUSSES (la 24" O.C. GLASS OR DOOR— SEE TABLE 2 GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHED. TABLE 2 \ --1/2" TO 3/4" ALUM. SPACERS (1" 0.D. 7/16" I.D.) EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1" (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY (81 6" OR 12" O.C., BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) (TYP. TOP & BOTTOM) ® WALL MOUNT SECTION (DIRECT MOUNT W/ SPACER) SCALE : 3" = 1' -0" EMBED. (TYP.) /-ACCESS • HOLE i (TYP.) SPLICE DETAIL FOR BAY WINDOW APPLICATIONS SCALE : 1 -1/2" = 1' -0" WOOD ROOF TRUSS OR FRAMING MEMBER (0124" O.C. MAX. STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. (MAX. DESIGN LOAD = 56 P.S.F. O ALT. SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" W -J 4 W W K 1/2" OR 3/4" MAX. 1" x 4" ALUM. TUBE Approved as comptyleg *Ith the Florida Balding Code Dale OS/ 2)/24C)Z NOANQ1"1 nL MieiOI Dade ?rodnd Control D)vb By EMgED EXISTING CONCRETE, ITY P. ) ' — ' / � - HRAMING BLOCK, OR WOOD t 0 10 43;0 2" x 5" x 1/8" ALUM. PLATE (6063 -T6) INSIDE EACH SIDE. FASTEN W/ 8 # 12 SMS OR 3/16"0 POP RIVETS EACH SIDE AS SHOWN (01 1" O.C. • OtN w! " FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 5' OR 7a CONT. SEE TABLE 2 GLASS OR DOOR 1/4 -20 MACHINE BOLT & WINGNUT (la 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND @ 6" O.C. FOR PANEL LENGTHS GREATER THAN 104". 1 1a SEE TABLE 2 NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. © WALL MOUNT DETAIL SCALE : 3" = 1' -0" / 1a UP, ( Eh1B i ' • Aral AST HER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 5" J7 MAX. DESIGN LOAD= 161.0 P.S.F. O BUILD OUT SECTION (TYP. TOP & BOTTOM) SCALE: 3" = V - 0" Q K o z Z � — n W N � IL u o Q o — ON W Q W W z W U > LU N j W= Z Y 0 Ao A° 412 Z! 0 0 Mr • • stale a •vn ay Of NOTED Av dr•Ign pr cn•c1.•S Cp droving no. 00 -380 sheet 4 of 10 J 02/12/02 09:53 SEE TABLE 2 GLASS OR DOOR 0 w L7 0 FASTENER, SEE ANCHOR/ SCHEDULE. REFERENCE CONNECTION•TYPE 1" EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM EMBED. CONNECTION 4 " EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 2" r © t GLASS OR DOOR ANGLE TO WALL DETAIL O6 CONT. CONT. O WALL MOUNT SECTION SCALE : 3" = 1' -0" CONT. 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT @ 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND p 6" O.C. FOR PANEL LENGTHS GREATER THAN 104 ". PANEL TO ANGLE DETAIL FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 4• 3414 TEK SCREWS OR 1/4 -20 BOLT AND NUT p 12" O.C. STAGGERED (TYP. TOP AND BOTTOM) 1/4 -20 MACHINE BOLT & WINGNUT (n) 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND 6" O.C. FOR PANEL LENGTHS GREATER THAN 104 ". w SIDE CLOSURE REQ'D. (SEE PLAN VIEW) O BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" 1/4" MAX EMBED. (TYP.) 3OCONT. GLASS OR DOOR 1/4 -20 MACHINE BOLT & WINGNUT (a1 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND 6" O.C. FOR PANEL LENGTHS GREATER THAN 104". FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 3" GLASS OR DOOR EDGE DIST O BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 3" SEE TABLE 2 CEILING /INSIDE © MOUNT SECTION SCALE : 3" = 1' -0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION"TYPE 2" r1/2" 1/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM Approed as cornribleg with the Florida Cafe Date() NOAH Miami Drds Prodod Costal Di i By z o Z�. _ W �' I-0 • —0 Ua 06 IOq ya Q z ee 0 >z N : WI* Z ,Yu _ Q2 00 ON 0 • • • e a I : I- z � I Vr i • h Imo V.J. KNEZ ressIoN FL LC P (GSipn by vm z W 4 u 0 a u N z 0 e. Orton by AV J cbttA•E b vjnJ dr awl np no. 00 -3 sheet 3 of 10i 1/4" MAX. 1/4" MAX. 02/12/02 09:53 1 C)OPTIONAL SEE GENERAL NOTE 1 O WALL MOUNT EXISTING STRUCTURE LOU) Z J <to as tY W O J F- D N O W V NV •0 Q Ea J N EXISTING STRUCTURE oa B oa © TRAP MOUNT WIDTH UNLIMITED (PERP TO PANEL SPAN) TYP. SECTIONSp- TYPICAL VERTICAL MOUNT ELEVATION N.T.S. 11 OPTIONAL SEE GENERAL L - NOTE 7 h TOP MOUNT PLAN VIEW ()OPTIONAL STEEL BAR ON OUTSIDE OF PANELS - SEE GENERAL NOTE 7 11 OPTIONAL FASTENER @0 12" 0 C. SEE ANCHOR SCHEDULE FOR ANY SEE GENERAL ACCEPTABLE ANCHOR NOTE 7-7 1 -1/2" _ oa ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN TO 2" x 5" x .125" MAX. '-e-EM B. TRAP MOUNT 1/4" MAX { EXISTING 1 STRUCTURE O FACE MOUNT ' 1.00" '" m .625 m \ (TYPICAL TOP 8 BOTTOM) 1/2" MIN. OVERLAP-j TYPICAL CLOSURE DETAILS (PLAN VIEWS) SCALE: 1 -1/2" - 1' -0" EXISTING STRUCTURE r 11 OPTIONAL 1_ SEE GENERAL NOTE 7 m o \0 Lriax. SEE STORM PANEL SPAN SCHEDULE TABLE 1 °++:OPTIONAL STEEL BAR `"ON OUTSIDE OP PANELS SEE GENERAL NOTE 7-- PLAN VI W HORIZONTAL MOUNT ELEVATION N.T.S. 11 OPTIONAL SEE GENERAL NOTE 71 SIDE MOUNT �_ _ — !�1 /(. "MAX. L%,y ALUM. ANG CLOSURE PIECE: 1"x " x . 125 LE " MIN TO 1 -1/2", 2" x 5" x .125" MAX. MIN. I I EMB.1' FASTENER (off 12" O.C. SEE ANCHOR SCHEDULE FOR ANY, ACCEPTABLE ANCHOR B) BUILD -OUT ®OPTIONAL SEE GENERAL NOTE 77 OUTSIDE r r INSIDE 12" O.C. TYP. TYPICAL BAR ATTACHMENT BY (USE ONLY WHEN IMPROVED DEFLECTION REQUIRED) EXISTING STRUCTURE Approncd as com1lying wltb tto Florida BuVingpode Cite 05/z z �p2 NOANQI • 2- Miami Dade Prvdact Control Divisio .0 Z� W (� W I- , Q O _O U O. 0 y to LU Q W od = � > ? W � ND W V , Z Z Yu 2 D ZW Q a Q OC 00 h 0 c 0 a idlle 0 v I v y t V � yyV qEssit 0 INF g A u m al 21 o or T T i a a O o . V.J. KNE PRC*ESSl0 ' ttft No: F P L �: .983 2002 03/O6/011 CAIN 0 . by .s [_ AV (.sign by 1f h.a:a t. l vitt J` V14 drawing no 1 00 -380 sheet 2 of 10 1 LABEL 537'� � LOCATION t1 0 0 02/19/02 15:14 125" (TYP) ALUMINUM O STORM PANEL SCALE . 1/4" = 0' -1" 5.00" MAX. ANGLE SCALE : 1/4" = 12.00" COVERAGE 15.269" ALT. STUD DIRECTION 0 0 0 E= 1 5.00" MAX 1/4 -20 MACHINE SCREW STUD @ 6" OR 12" O.C. ,125" (TYP.) 4a STUDDED ANGLE SCALE : 1/4" = 0' -1" LABEL LDCATIO ( 2 015" .537' ITMj \-800" a.125 6.00" COVERAGE 9.065" ALUMINUM CD HALF STORM PANEL SCALE : 1/4" = 0' -1" 93" TYP. 0 MAX O ANGLE SCALE : 1/4" = 0' -1" GENERAL NOTES: 1. THIS STORM PANEL SHUTTER SYSTEM IS DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS. 3. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: MADDEN MANUFACTURING COMPANY POMPANO BEACH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 4. STORM PANELS HAVE BEEN TESTED IN ACCORDANCE WITH THE MIAMI -DADE COUNTY PROTOCOLS PA 201, PA 202 AND PA 203. DESIGN IS BASED ON CONSTRUCTION TESTING . CORPORATION (C.T.C.) TEST REPORTS No. 96 -014, 00 -050 AND 01 -027. 5. ALUMINUM STORM PANELS SHALL BE 5052 -H32 OR 3004 -H34 ALUMINUM ALLOY, 0.050" THICKNESS. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.D.N. 6. ALL FASTENERS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL, OR GALVANIZED STEEL WITH A 33 K.S.I. MINIMUM YIELD STRENGTH. 7. FOR INSTALLATIONS 30 FEET OR LESS ABOVE GRADE, AN OPTIONAL 1" x 1" x 18 GAGE (t= 0.050" MIN.) STEEL BAR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM PROVIDED THAT THE PANEL SPANS USED ARE 104" OR LESS, AND THAT THE SEPARATION FROM THE GLASS IS 2" OR MORE BUT LESS THAN 3 -3/4 ". STEEL BAR MAY BE USED FASTENED AT PANEL OVERLAPS, AT MIDSPAN, WITH 1/4 -20 x 4" BOLTS AND DIE CAST ALUMINUM WASHERED WINGNUTS. SEE MINIMUM PANEL SEPARATION FROM GLASS SCHEDULE FOR REDUCED SEPARATIONS. B. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY ALSO BE MOUNTED WITH STUD ANGLE OR DIRECT MOUNTED HORIZONTALLY. 9. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 10.AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS STEEL TUBE E. BOLTS ARE PROPERLY INSTALLED WHEN NEEDED ". 1 4-.093" -050" 7a ALT. STUD DIRECTION o , 0 0 N o 18 GAGE (t= 0.050" MIN.) GALV. STEEL GRADE 401 OPTIONAL STEEL BAR SCALE : HALF SIZE x( 375" 1313 " J 660" .188" m N m .375" R - X 215 " .090 "1), O "h" HEADER SCALE :1/4" = 0' -1" 93" TYP. 1/4 -20 MACHINE SCREW STUD (al 6" OR 12" O.C. 2.00 "1 STUDDED ANGLE SCALE : 1/4" = 0' -1" .092" 1TYP ) "F" TRACK BUILD -OUT "F" TRACK SCALE : 1/4" : 0' -1" SCALE : HALF SIZE 1.520" 890" - 1 .500 "I I f ---> j SYM. 3.375" MAX. .090" .150" .215" 060" .315' R 3.000" 0 '- 0.125" 0 TYP. o 0 in 6a Z -STUD TRACK SCALE : 3" = 1' - 0" I .1 65" 1650" jl I 32 - 0 " 375" 890" I 500 I.I 0 .090" f SYM 1.890' r TRACK (FINISH) O "C" TRACK SCALE : HALF SIZE 3 SCALE : HALF SIZE , 2.250" I (T lR .250" 0 O r-I ml 2.063 " j O 3 "U" HEADER SCALE : 1/4" = .085,", .05' " .215 " .� ZAMAC .090" 2 WINGNUT SCALE : HALF SIZE GRADE Approved es compt)iag'with the Florida 8nldio C � od � e �,, D a l eQ ?S _ ti OA Missal Dsde Pra!act Coatrol Dh By • • a .060 MAX. f 2 250" Nlo ,r- .120 .125 " 0 U, N 12.020" 3a BUILD -OUT "U" HEADER SCALE :1/4" = 0' -1' 7 r s.. -. m .095" �13 "660" 1/4"_20 x 3/4" .o (TYP.) 4..18B" STUD p Er* OR 12" c STAINLESS STEEL ALT. LEG 2.000 " DIRECTION O "E" TRACK SCALE : 1/4" = 0' -1" 20 GA. GALV. STEEL (t :.038 ") 40 OR 0.050" ALUM ALLOY (3004 H34) KEYHOLE WASHER SCALE : HALF SIZE , 125" ;650'150. 1/4 -20 x 3/4" MACHINE SCREW .101" .094" .0 0062" O SQUARE HEAD MACHINE SCREW N.T.S 1.250" 0 0 s s Iniewoomenmosi 03/ 06/01, = Ora on by NOTED Ay /*slier, tncMc..E b vJx VMK Crewing no. 1 00 -380 J . sheet 1 of 10 J 101 2 sce0 Try 9 Z& !.ata1' isr4. -s eir* �r r "-"-'- 1 4- S' -I O" . 5' -I O' "� a rsMacts nab (tED Row) Cc.. !ica 3101 Tr' • z cS�tS TT• �.y T T 1� id•Z 4' -1" . 4' -I" tITTQC O. a 4' -0 7y' ___ i'-4" .**-5' coup z - "se o d S'- ' 6'- 4' ry P 12 40 514" ' • 2 m s box art. ' p' -o' IV-II - - f'6• th . 1- '•32 c . S !i r -SOW s3 1'cGL P-rlOTl Ia' -11" 4123 J - 1 1 i'. 'I - ST1. I2 - S 4 14' Guedico f QG, - 1. t , et zcOP J.ee.e. rdc11 &Lt1L1N 2 sce0 Try 9 Z& ¢t,Nf. sit_. cat 3 0 ' -'4 A 6' - 3 , 4- 130 4 S' -I O" . 5' -I O' 5- 41. .dd'( 'co 3 - 4'--3' 4' -4 • A• :a.44T 15 3 4' -1" . 4' -I" 3- ca. Ay SO 3' "'D' - 4' . t -. z5o b+t1/L: 3003• + to 154' L-lAT1(24 - TI? rt faat 2'I S?P-1 Iv L E'9% rr ;L E /LT: 1 . - x' 1 31Zr _ 44Wa., 44 wTS ILL 011.:FZ;..D & 4•iOTT� 4 -4- -I N N Cr - ' o.c. 2125 - r :SMu s'YUL!'.,Ge "34.. -NOT Mt },JET. ' :-' tT ► '4/114x. �r�N7 r ms ."ALL .•G1Csic C. 641 z - 'r+5 )ic°-..c •.10 ar+. !c. 9•t M z - e5'M :L; ST C7NL Ar eT4 O (tee sCHEDJLE� ED _ O es3 llldll 1 1L1= cz 9 '-d' 9/14 ITA•LI LO LL ..GDcx ho•Seie • teot. r- 93 10-.15 • NA s Moor A•. Z -• �OYH`A �.. 3'r 3 rvL.l - rslw Gr_TO cat- -21.1•1.0-,13 NOTCHED COL04 w 1 SANe r t Ams ‘,3n+ ' eFruwrnl •,.,I 3 - aID'13 71-rt,J 'trot-T 3 °COL . (ALAI) 14 ,14, L.c. e_ 3 • C STL msg 1" FoA a k C�TolL - Got., �.iGOTi A M.t'alL r - P1.satN Y' ' "5 4'40 4443 • I L' o c'. W cfcio) -'~- (xd rc4�l: �t�t -k! 111 �tf Ar k�L� GOUT. "'IC a 3• sl'IS s Li 'ON - c•3 COL. 0 •zCD? ; ate; 41j1 z s o s■•.s • G,L. pbJ • ."2".4,.y- 070/5 (■G.F. SID. Fog 2%3 ow ,u..>L T�n1 scs c:A.. ±-talc _4'r(-: 601_ w4 SudC.12. ) SEG S iD�'la � � '&t.TS _mac- , ; a) .«_ A-1N oSL. SEVERAL NOTES. 4 r N'Yc 1 t1.1G= -/-4 • • O 0 e i 1 1 a e- w • . 4 -0- S - • • • I • • e • o • 1 r�..y..tL3 I 0- 0 0 0 O • • • D • • •„ • • 0 0 0 i 0 -o- 0- - %4 5 E ec,•1 4 CMG Z -SAM t. 165 T14L.- 3 - s1+s ca. n•4 - Y*S 4 RAN 3 ' LOCO �.I N r�rKO catllimd G D.O. 'SiSAP 1. THIS STRUCTURE HAS SEEN DESIGNED IN ACCORDANCE CM' A. THE SQUTH FLORIDA BUILDING Co* IN A EDITION. 2. IT SHALL SE THE RE SFDNGI DILI TY OF THE PERM NDLDE* TO MUFF' OF EXISTING ST*TUNES TO INDIA IN NET1 SEPIA WISED LOAM MS Te ALL DIMENSIONS AT SITE. 3. r LA i0 PUN SHOAL !E ATTAOED TO A FLOG gig PEpa T. S. THIS STRUCTURE fi4ALL NOT SE SUPPORTED NY A TRAILER. Ms Wit T1oat. SEAMS AND COLUMNS TO PAU A FREESTANDING STRUCTURE. 5. ALL FREES TAROINE STRUCTURE S SHALL USE 5 R r R .1115 STEER CAME* OR 3' X 3' X i/V ALUM COLUMN. 6. ALL STRUCTURAL EXTRUDED ALUM! NUM COMPONENTS SHALL SE 6063 -16 ALLOY, UNLESS OTHERWISE NOTED. 7. ALUMINUM ROOF PAN ALLOYS SHALL SE AS NOTED: 3003 -616 ALLOY SEE STRUCTURAL ROOF PLAN SCHEMATICS FOR MAXIMA SPANS, S. SCREWS AND SOLI'S SHALL RE ALUMINUM ALLOY 2024 -T4 OR STAINLESS STEEL , 9. AN APPROVED IEHSRANE SHALL BE USED BETWEEN DISSIMILAR METALS TO PREVENT GALVANIC CORROSION. 10. COLUMN ANCHORS INTO CONCRETE 511 SHALL DE 1/2' X 3' 'REDHEAD' OR APPROVED EQUAL, SEE COLUM SPACING SCHEDULE FOR NUMBER REQUIRED, 11.• ALL'CONCRETE SHALL DEVELOP 2,500 PSI COMPRESSIVE STRESS AT 28 DAYS. 12. Au. REINFORCING STEEL SHALL SE ASTM 1A615 GRADE 40 DEFORMED BARS 13. REPRODUCTION AND APPROVAL OF THIS PUN FOe CONSTRUCTION OR ANY USE SHALL BE DONE BY KNEZEVICH S ASSOCIATES, INC. THIS PLAN IS INVALID UNLESS SIGNED AND SEALED SY ABOVE ENGINEER. 14, THIS STRUCTURE SHALL BE 751 0R MORE OPEN, 5. �N S �ar1lcTLCb Y CLL NOT 15G .1 • 424.471 LEVEE 0.C141A,Ne k4.111.101.1 ?ws C1Y.0JEEeS •.F'E0.1e_ L7C� 11.1 L�P07.oJGl.. • '• NjS IsoLTt-D ANS 'TWINS PL* TO EliCEGV.i .. 5 • • • fra - ‘ ri ••■■ 14/ ' at/ ...••••• V •■••••*4 .••-••• 1- * /7 214 /7a /Y. exx _ _ - 7 / 0 4e,c- of J_•_724 4,,,7_,:4 Pi //. .. isr, i 4x-r• - ,i'lrov .4-e!_zvli.__ _ _ kqi.-e.t • 1..4.4404........_:_1/1„ e:71.47 Ilk/ /Om_ _47 ktf.,9.1.1 1 _ 1 ' ..:,,f.„114,&eeit.ft . _,:.:_,;._ :.....''...,: ,.: ......... __,.....,.______ _ _I 1 ., . , :... ---" ....„.:,..„-....... ii/./4, ,..4....,,,.....,_ _ ._.,e1r.......-__0,___, . . . . • •••-• • '`•••• .. i . •• • - • 1.•• -"••• • -••'^r-•• ••••■• • ••••-•-;••-•:- . 4734,47_,_ 4.1t., Ae_,_ggig9. 14: Z. 0 /Ark I „ L • t **".“ - - • L - 6 , - 4-;07 /t.et-tl_aliel • I /i77 • A— ■111.11. 4)/ 4— it • • •2 • • k • F r • • 1 I (5/if • "ro \\ L ;-} >. r 1 -7 /TiY "' 'S tworroo•a4..... 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