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TAK rUR.N oF'MAS0q.1 ,y �3,► \L� :J /7 //7p /e 7; le Rtr i NrNt4. l.;�RN PA%„ r Ct4 .b �Pnri -T .sv3 MirS nt' ]t o R Pr v P r o .) P/-ecvs der». 6)•i //a cke , je/t h Av.:v Pump' 3/•i k in ts . s J`cv /e ye /•v E'e,n. 3h /4 T /e top eh' /a/ate i 1 ,Z .4 2323 . eI7 4' . R. /op Of p /i /e/ti.. ' /kale •� 7'0 of Foot/e7 ro p oc_flnts CCM. No C16 . i�r lL��= :T�t -± F I DATE .. -‹ y •,, ISSUED !,1►�rdit �H(:: ' S titct. 4 io. MITCI1ELL LEONARD 4 ' .., ORAWN 6Y T APPROVED s , '`_ H.t.. MIAMI 17.5 ' ttAV.2 3 tJ ;5 -r tz F F 7 : I JdOR!DA (: J � 0 ! _..�.syatfl S t*-r ...'+ ...4. :tW.*13.1Partrtt+CrIf mf' R:Mak•..a. :,,, 1 -se.. 1•'mew - bsf 1c?,,n"K....7,'=.r 6TaCK W IiLAS$ }1U Z! Ic>" MVII. M aor`o - v' Pt, 1.. 2ti It :\ et. s-NITl' H .0. ,W4." 0/41 Ser. rice ,Jitram Doter /fletee . -' 5er ✓ice S•4u/ D{F{fri/dc. CGS o,iz t_>~1- Fob d As Heil, vase_ Tf*.A. s�%Trs 41AS VGt1_� TV rtd RCup 1I4 �i 4t 1.16A r%st„, 7: ∎=Cc o GQ / ". 6 T/c 7'ci4 /oo /,0r01r1 f% /d sifv/ o fed /Ye T ed /ec ,&/.101. L J /Syf13 /f/G• /1/O rE S /7/ / /r/ s d / /e( / /c / 1cco (/ r/ �)Q r ev �/ c 7dr/k .PPa /have S' / s/e/r/ fj d/e�Jfs /v / � 5 f e pi-Qv/2 f /6'/d ..S/la//.13e y' 4 L�Ol!� /•/ > /!/ Codes 4.5b9'// ,8 / /cc'1 o / c' 7'9 The P /v /j -'6/r4 /frispecrors lU c'r1m /ef /o/? c'o /d,> f/a /M // 5 $ /ems fii•ar h/a/e/• Ale fee 79`,/// //x/,1/1-45 e /,' it 19. s'/ // Be /r/ ,* /lei' Wcco /. 0011,g�/ fa! , G .' /e Pi/ /11 . /d6 /e 7o 74e fi /e /e/e /4i. / /r1 S/�rc /or - U - ell eon/ - /et /ate • s/ // f/x/I' -mss Excte 72)/ /e/s / ei e / 9 /,ed cP.. //o/ :'//1 fr• .3•/d/ /fie /1deycrvte. fd)t . Deii - ;arrals- 7he bore 0 7.i s .54(1// nee Yai Ores-- ,o /drz - /tr/yf6rn� -Parr/ prd • , :. /. /r � { I-4\414 Tut'?" of" G",/, Qra[rl ;/./e'/ t `/° 2'1 <eh Drol i ✓.C•, /04 / /riip 5;;// r c/i 3 ,/4 ft/ /k ` Coiwdew f /•oii) 4 /e To/C / @C. Fun e/ /2C /i- c. /' &,;r/ C /YcU/ts /St` :) 4ircu /6. • (...'!i•C•U /f5 /, ( /'` /2 - 34 fiv/ 4/e C, /41 ,34 rY /f• � 5 /i) 5 ' d' r d ' 3 //` %Y //•f /i/ / " C'/1 deN / f /-d/ri £•/ec /Wet 7o f_ /e (2i1 4708/4' POP /aoa ffvf s � <� c� //�of �• 14i es //Y j/f eo/1V(/ /3F' T /.e /!. °,'Type 411- 0 / »i /tt' OK /// / fixte/i-e.s /Y/d!%�i• /o /s 3//// .1 /ec�/ Me //pi 'ovci/ of The /o tiano/ etlue tr G/fic%:}/• /•s T /'e Ale ihol ifislailo //on s lid// Be . //c /' ry pho Clay 47ec./it$pedioes se 6 - c., // 6//o• =1diic 4/z c. H /r. //. Dov6 /e 2eco /i!ci,‘t. 1#12 i•e s //1 V¢¢ yG."ocide./ f fr0/2-/ A /ec. / •I')e/ 7a /A1- /f. ISSUED DRAWN BY N.L.S. 4 . Matte MIAMI :1 i1. 1Vt i •U13 L71Y, LEONARD ARCE1! <ECr_ MIAMI 175 6 NiY_ e rd sT,Qe'F 1•_ FLOttII3A - -.:.* ►'�<..+rs- Nira.,.,.a.aa,...a..«. ir:•esf,V•awl:+!. P;Ult:1 UP Ft/ocr 2 )t.tr j5 • t J rtcRFD I Pf.` w. It :.OPPF.Q Paiti.1 Pi Av :,.0. , 5 RP4 ri',F yell F tr "c2. 1!4" r ` ..t�'Q t' `,' r i r YJ 1 A Ct4.E.X1xf1t; <; VMERMItIFS ( F2 1 4'`- 1 PR y E S c & tj `t FtO�i, 4-' tR:Sc 4. rt411 4.8" De c, <h • ff1Gt1:` NE411 1., 13 MAt :R tr 6fE 4 .C1l4f 1 :Z,t e; 1rlj CONCRE 1 r {R%!; rt � SE,TiffG . . f t 4 4 C01464f.i°t.. El ( 41-1 METH • _. t)01F , � r` I tJ (':' CO, r.. �� 1A -'c14 :FiriE171 /CA1 y4. tl�Xr Ex;'$t'1Nr.. ' t'5 r €' 11 =414 a2ot 4.•111ir)' 111a [ e. fi 1 Fia() - GR 011r. _ c r?.? C2tili ii!21I 'UT t>t J t. F.�'((A� ,5.r.,s'i tt_. liti..zf <,) 0 0 - NEVI Ft •r". 15 TO «1,4 TCri t4Ar GrF 0r; ' ' r i l l t i r % DJ p NO FE _ f() . F (+ \ ) P f U ('` C: ¢t i s'ibjctt to builder's efts tiaitreta w , 1, Ce , ptornlsin,r, ekctric.t1 and zoning • coats f ''lice�i � Sho es Viliag The ,Architect ae 1 1117itd'+►r arecharged witi OCitn leiige of all building regulations Nitta i or nit � tp F et:ficaliy y indicated herei =.i, All reinforced et el, strucfitr4 ,fiam4+ig,,¢lta1fl :btg, electrical bviring arid roof ft•shingrrtas4 tot h4 ionceaisd before inspection.. ?:.'' 'Al'f - -. A.71. . P kM.t 'w+J n vti i�st to o Y , ►3E �I ;�FaKEl1 4v4RtuI V . 6y 1/4'0 x 1 I /2' AS. LAG SCREW 0 4' o. c. SEE SCHEDULE FAR Min. S EPARA r1ON TO GLASS I/4' 0 x I 1/2' LAC SCREW 0 8' a, c. 7/8' N CN " NUT O 8' 0. a Cont. r.1»' ' E• EO Cont O 7/8' I x J /12' WING NUT 0 EVERY STUO 0 l2' 0. C. 1 /4' -?Or! • SS 5.1?Eli 4LK 0O TS, W /J /4' s . OTTED HEAD. Ism 1p TNT RIORLY RELOluL ( PANEL (I) MR() KEY !KY£ 0 8" aG W/1/4 20 NUT RCA.. 050' 1 /4' HOLE 0 6 a DETAIL 2 — INSTALL4TION OF 1/4'x1' S/DE}YALX BOLTS 0 REMOVABLE PANEL. SG4L.E 1' - t' 1/4'0 x 1 1/2' SS LAC SCREW 0 4' a a 4' x 8' (L6,.) EXISTING W000 BEAM REWIRED. STRUCTURAL ACEDUACY OF COSTING WOOD BEAT./ TO BE C6;177f1E0 BY REGISTERED E7+ OR ARCHITECT PRIOR ro SHUTTER INSTALLATXNN. ( +) 2' x 6' 4000 oecx REQUIRED s I. SEE SL7 FOR 140. SEPAR4TJCN - ro CLASS DETAIL. 2 1/4' 0 x 1 1/2 LAC SCR EN 0 6' o.c. ALTERNATIVE 18A ALTERNATIVE 188 CE /LING (t FLOOR MOUNTING INSTALLATIONS SECTIONS 1$ SCALt' : 1/4' - 1 Cont. }- ALTERNATIVELY TRACK ® MAY BE ATTACHED TO HOLLOW CEILING AS PER DETAILS SHOWN ON ALTERNATIVE 7, SHEET /J OF 15. 7 /3 0 ' J /32' WING NUT 0 EtilRY STUO 0 12' 0. C. 0 ' 0 2' x 8' *000 OECK REOWRfD INTERIORLY ROJOVAL9L£ PANEL 0 W/ S/OEx'AlX BOL EE DETAIL 2) CCNN 70 `(.J 7HRU 5/8 "0 1 Ar 11 0 6' O.0 t FASTENED Ar REAR W 7/8'0rJ/32' WING NUr 0 &"Y s;cfywq.x oar. NOTE FOR COMBINATION CF SECTIONS: FLOOR /CEJLLNG MOUNTING SECTIONS C N BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. NOTES: 1. INSTALLATIONS ARE ONLY VAUD FOR DESIGN WIND LOADS UP TO +65.0, -65.0 psf ANO PANEL'S LENGTHS UP TO 2. NEW 2' x 6' P. r. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 X !l. M. C. W/ SPECIFIC DENSITY OF 0.55. J. FOR NEW WOOD FRAME CONSTRUCTION :: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EGUAL 1/4'0 x 1 7/2' S. LAC SCREN 0 4' as SEE SCHEDULE FOR MTn. _ SEPAR4T1ON ro ass 1/4' 0 x 1 1/2' LAC SCREW 0 6' o.c. ALTERNATIVE 19A Cont. 7/8' / x J /32' t41NG EVERY 5 0 12' 0. a 4 x 8' Oik,) cosmic Waco B£A7I REOUIREP. STRUCTURAL. ADEOt.NLY OF EY>;STwo 3000 BEAM TO BE CERTIFIED BY REGISTERED GNP NEER GR ARCHITECT PRIOR' TO SHUTTER !NSTALUT?ON. ( +) 2' x 8' W000 occx REO REO EMNG /iILlEco . nuJT TESTING * ENCNICFRINO COMPANY 6113 It J5tA. sl.. Stt 2r7 NACF 4 GAR004 fl JJl61 Phone : (.x3)871 - 1130 . Fa : ()67 r -1531 E8- 0005719 WALTER A. l7W r Jr. P. E. FLGV?IGA Uc. 44167 1/4'0 x 1 1/2' S.S. L.4G SCRf N 0 4 a C. _t_ INTERLORLY RELICVABLE PANEL 0W/ SJOEW4LX BOL (FEE' DETAK 2) CAN 1 TO t THRU 5/8'0 HOLES Ar o 6' a C dt FASTENED AT REAR W 7/6'0xJ/J2' WING NUT 0 EVERY SICEWALJ( BOLT CEILING 4* FLOOR MOUNTING INSTALLATIONS SECTIONS 19 SCALE : 1/4' 1' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 0.050' PERFORATED BERTHA ALUMINUM STORM PANEL SEE SCHEDULE _ FOR Win. SEPARA noN 70 GLASS Cont. ALTERNATE LEG COG RON 0 Con arm. ' 7 /3' 0 x J /J2' WING NUT 0 4 EVERY STUD 0 12'0. a ALTERNATIVE_ 196 2' • 6' 4,000 of i4 RE 1/4' l x 1 1/2' LAC SCREW 0 6' as Approved as complying with the Florida ettWri code Date 0 1 l tQOz NOA(VhI- I01.41 Miami Dade Prodact Control Dirisio By EASTERN METAL SUPPLY, INC 4268 *EST ROADS L�'itNE RIVIERA BFAQL FL 33407 I.I/AMI - OADE COUNTY AS SHOMN XALE 8/27/01 L34TE 01 -251 ORA M710 No '10i'/$1111 EA fai.10 t SEE SCHEDULE FOR Uln. SEPARAT70N TO GLASS . 1/4 It 1 1/2' SS' LAG SCREW O 4' as ALTERNATE LEG LOCI T70N 2' x s' W000 DECK REQUIRED (NO f7NIS71 ALL 0WE0) ALTERNATIVE 14 7 /8'I x 3/32 MNC NUT 0 - EVERY STUD 0 12' 0. a Cont l /4' I r 1 1/2' LAG SCREWS 0 8' o.c. ALTERNATIVE 15 CEILING ct FLOOR MOUNTING INSTALLATIONS - SC4LE : 1/4' = 1 4' x 8' (Min.) EXISTING W000 BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING W000 £A4 EiEkId TO BE CERT7FTED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. Con t. 2 8' 1 7/8' Mtn. PENETRATION &J577NG 2'x 4 ' S7UOS 0 16 0.C. Alai. REO D 1 /4'Ir8' EZCO ma/* PANEL:41TE IVAS ANCI$ORS 0 8' 0.C. TO EXIS77NC PLYM300 NOTE FOR COMBINATION OF SECTIONS: WALL/FL00R /CE7UNG MOUNT7NG SEC77ONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. • HEADER REQLXRE ► 7 /3' 1d - 2' PEN ETRAPON 1 Max. 1 y� v / I I I I I NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WINO LOADS UP TO +65.0, —65.0 psf AND PANEL'S LENGTHS UP ro 9'-0", EXCEPT AS NOTED. 2. NEW 2' x 6' P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. J. FOR NEW WOOD f7Z4ME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL Min. 1/2' PLYw000 RE0 D (7)P) W/ FASTE7NINC TO STUOS AS PER SECTION 2909 OF THE SOWN ft. BUILDING COOS EX TING BRICX V£ENFR EXISTING S I LEI. ANGLE UN7E7. AS APfYJC ADRE SEE SCHEDULE tE T FCRA RAnorr. II GLASS I I EXISTING BRICK SILL ALTERNATIVE 16 *VALID FOR Max. +63.5, -63.5 psf. BUILD -OUT INSTALLATION SCALE : 1/4 1 C l7T ftA T-04 AS .■481E 1 /4'Ir8' ELCO mots PANEL.W TE TVAS ANCHORS 0 12' 0.C. ® Cont. • , . COSTING BRICK SILL 1/4' 0-20 x 3/4' BOUT W/ 3/32' »W0 NUT O 12' a G ca t. L 1 /4'ax3' LONG LAG 1�'r► i SCRE WS O s• a a W/ /„ � 1 27/32' WI. PETiETP.4T�N TD EXISTING 4000 HEADER. � RR 1 ' Ean SEE SCHEDULE FOR Mn. i SEPARATION TO CLASS Appro cd u toropi)iog hits the Florida Butdieg Code Dated Li 1 woz NOAH �- ContrUl Miami Dade Prodsci DIY By INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ;000 HEADfR REQUIRED ALTERNATIVE 17A Cont. 2 1/4"0-20 SS BOLTS W/ 7/13"0 x 3/32 WINO NUT 0 12' a a /4'0 x 3'1AG SCREWS 0 s' 0. C. W/ 1 27/32' Min. PENETRATION 0 1.1I0»IOTH OF PLATE IILIEC0INC. flEL T TEJTWN0 ,! ENGINEERING 008IPAI(Y N.M. 21114, 5e, St& 717. AMP* GROOM n 13I11 Phan : (X *621-1330 . for : (.707,'177 - 1331 EB- 0006719 NG4L TE? A THLT Jr P. E G14104 Lie. 44167 moc ALTERNATIVE 178 * Art M • art alit q t 1/4' 0 r 3' LONG LAG SCREWS o 6' a a W/ 27/32' AFn. PEINE TO ECtS7W0 14 HEADER. WALL MOUNTING INSTALL4TI0N5 SECTIONS 17 * VALID FOR Max. +63.5, -63.5 psf. SCALE : 1/4' > 1' EASTERN METAL SUPPLY, INC 4268 *fST ROADS DRIVE RMEM BEACH, FL 33407 Cont. 0.050' PERFORATED BERTHA ALUMINUM STORM PANEL OCT 6 1 COLTS W O IS. 7/8'0 x 3 /J2' WING NUT o12' O. a /4' I It 3' LAG SCREWS 0 6' 0. a W/ 1 27/32' Ilk!. PENETRATION 0 M10WIDTH OF PLATE INTERIORLY RExd0VAQLE PANEL 0W/ SJD&ALx BOLTS �( x S£E PETNL 2) C• 7 2 TO !j ], TNRU 5/8 HOLES Ar fJ 0 6' 0.0 8! FASTENED Ar REAR W 7 /8'IsJ /32' *1NC NUr 0 EVERY S10EWMx oar. INSTAL VALID FOR PANELS USED JOINTLY WITH INTERIORLY REMOVABLE PANELS 1® ML4Ml —O.4DE COUNTY AS SNOW SCALE 8/77/01 DA TIT 01 -251 DRAWING No SHEET 14 Of 13 WOCO TRUSSES OR R.1F7ER 0 24' 0. a REQUIRED ALTERNATIVE 7 * * VALID FOR Max. +65.0, -65.0 psf. 7/3 x 3/32' WING NUT 0 EVERY 57)0 0 12'0. a 2' x 6' WOOD DECK REQUIRED (NO FINISH AL1owE0) • 1/4' 0x 1 l /2 LAC SCREWS 0 6' ae. AL TFRNd TI VF R * VALID FOR Mox. +65.0, -65.0 psf. 1' x 4' x I/3' LIJi (5061 -15) Akan. TtI1X W/ (2)5/75 ' LAC !x4 TD EACH .IOIST. LOCATE SCREW AT 1410 MOTH Of 00577NG W00 AIEIIB£R (2 Mi+. NOMINAL MOTH) W/ 2' Mln. PENETRATION. WA7U0 TRUSSES OR RAFTER 0 24' 0: a REQUIRED !4 x S. S S O 5' a st2 sot EV Lt TAR ut s7xn1rat ro a.su ALTERNATIVE 9 AITE.RN.ATIVE 10' CEILING & FLOOR MOUNTING INSTALLATIONS SCALE : 1/4' = 7' NOTE FOR COMBINATION OF SEC77ONS: WALL/FLOOR /C£IUNC MOUN77NC SEC77ONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, -72.0 psf AND PANEL'S LENGTHS UP TO 9' -0 , EXCEPT AS NOTED. 2. NEW 2' x 6' P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 X M. M. C. W/ SPEC/F7C DENSITY OF 0.55. J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. • 1' 4'x 7/6" Amt (6083 -TS) Akxn TUEAE W/ (2) /5'0x EACH .JOCST. LOCATE SCREW AT AIOIMOT71 Cf GGST NG 11000 1.4E1,i9ER NOI, TNAL WV 771) w/ 2' Ton. PE .t7TL4 O 4 0 O 2' x 4' PLA REQURED _ Cont. w000 HEALER REQUIRED SEE SCHEDULE FOR MIn. SEPARA T►ON TO CLASS /4' . x 3' LAG SCREWS o 5' 0. a W/ 1 27/32' AIGo. PENE7RA TION 0 4110'410TI1 OF PLATE ALTERNATIVE 11 * VALID FOR Max. +63.5, -63.5 psf. 1/4' 0 x 3' LONG LAC SCREWS 0 5' O. a w/ 1 27/32' Ain. PENETRATION TO E 75Ta.0 W000 HEADER. 1/4'1 --20 SS TS W/ 7/3'0 x 1/32 MIIG NUr 0 12' 0. C. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS W000 HEADER REQUIRED SEE SCHEDULE FOR Mkt SEPARATION TO CLASS ALTERNATIVE 12 a * VALID FOR Max. +63.5, -63.5 psf. IILIEC0INC. TTLLIT TEITWO k ETOGWYEJI4G =WANT e1e!N Y.ISAsy shr. ]I 7.Vw1c,MVA00, Flwn• : (Jtkt,bll -13.70 . F:: (.osAr7-1351 EB- 0005719 WALTER A TWT Jr. P. E FLORIDA Lk. 44157 - .4,.3J' 0. 0. r . 534 ' LONG CRASS 1 BLCS14e',C w/ 1/4' 0--20 • 2'SSSAL .S O 1 2'0. a FOR SPANS UP To .S' -9' NO O 5' a G FOR .SF)4MS UP TO 9'-0' Max. OR I /4' 0-20 E1CO mode /f*mole PN.CLUATE 0 72' 0. a w/ 1 7/3' 41Gn. PENE7RA 11(4 FOY? SPA/ LAP TO 9' - 4'0-20 SS, TS W/ W �- 0 12' 0. C. /4' 0 x 3' LAC SCREWS 0 5' 0. a w/ 1 27/32' Mk). PENETR4nCN 0 IOC WT077! OF PLATE WALL MOUNTING INSTALLATION SCALE : 1/4' = 1' art Me 4 2, REQUI W000 HEADER REYWARED SEE SCHEDULE FOR A+Sn. SEPARATION TO CLASS ALTERNATIVE 13 0.050' PERFORATED BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WEST ROADS DRIVE" RIWYA EICAat FL 33407 aft a ■13' a 0. x .634' LOMB CRASS EItlS*AANC W/ I /4' h20 x 2'S S s S O 12'0.C. FLYi 5714NS LIP TO .i' -9" MU 0 5' a a Fair SPINS UP TO 9' -0' dime. OR 1/4 --20 EtCo rake /frrmif PANEL144 TE o 12' a a w/ 1 7 Lan. PENETRATION TCH SPAN LOP TO 9 '-0' N yar 1 EVERY C T10 0 rr. Cont. 2 1 /4'0x 3'LAG SCREWS O 6' 0. a W/ 1 27/32' Min. PENETRATION 0 M IOW TH OF PATE Approved as comply xith the Florida B Code Date 03/21 / Z602, . NOMf51 .Qi Miami Dade Prodact Control Dirt. i� By g tf' M4A1.11 -0U0E COUNTY art AS SNOWY STALE 8,/27/271 curt 01 -251 DRAWING No MET 13 OF 15 4 't_ • 1 SCREWS 0 3 o. LAO f 27/52' Min. PENETRATION TO COSTING MOOo HEADER. 1 11 :-"f2 W000 HEADER REQUIRED SCE SO.COIA.f FOR TO CUSS ALTERNATIVE t ALTERNATIVE 2 IT SCE Sat DUX PTO T To GLASS f 1 444-20 SS. IPLIS I x 3 7/D /32' WING NUT 0 12' 0. C. ALTERNATIVE 3 Cont. 7/8'0 x 3 /J2 WING NUT 0 EVERY STUD 0 12'0. C 0 2 Cont. 1/4' 0 x J' LAC SCREWS 0 6'0.G W/ 1 27/32" Mln. PENETRATION 0 MIDWIOfN OF PLATE Cont. 1/4' I x J' LAC SCREWS 0 6' 0. C. W/ 1 27/32' Alin. PENETRATION 0 MIDWIDTN OF PLATE NOTE FOR COMBINATION OF SECT7ONS• WALL MOUNTING SECT7ONS CAN BE COMBINED IN ANY WAY ro SUIT ANY INSTALLATION. • 1' x 2' x .125' (Mtn.) Ak -n. TUBE 1V/ 1/4' I x 4' LONG LAG SCREWS 0 e' 0. G W 1 27/32' A&,. PENETRATION TO COSTING WC00 HEADER woo0 HER R£OUA4ED SF£ 50 E .E fPf. — j K SfRt41 i rel 70 GLASS /14 x 3/4' S. S £ A4 £ O 6' 0. ALTERNATIVE 4 l 4 o-20 SS. 7/8'0 x J /32" WING NUT 0 12' 0. C. Cont. NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WINO LOADS UP TO +63.5, - 53.5 psf AND PANEL'S LENGTHS UP TO 9 EXCEPT AS NOTED. 2. NEW 2' x 6' P. T. ro 8E 50U771ERN PINE No. 2, SURFACED DRY M477 - 1 19 X M. U C. w/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. Con 1' x 4' x .125' (Min.) 606.3—T5 km. TUBE (Cont.) (2) EACH MD SAD G SCREWS D OF 57134 2' Men. NOMK4L) ANO w/ 2' Min. PENETRATION INTO Ex1577N1 STUD. WALL MOUNTING INSTALLATIONS SECTIONS A SCALE : 1/4' • I' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 0 lILIEco INC. 71L1JT TEYT? G h ENOPNITRINO COMPANY 11l0 ASK 11C71. 97, S`. 217, NRcM G4110194 R .3161 "one : P211,4-71-1.130 . far : (X;.171 -1131 W-0005719 WAL TF�7" A run Jr. P. E fL GR1G4 tic. 44757 Hsu r1 MOOD hEAOEJt RE a) Set R L1 4t rr 70 a.tst ALTERNATIVE 5 ALTERNATIVE 6 0.050' PERFORATED BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 1 /4 s3' LONG LAG SCREWS 0 8' 0. C. w/ 1 27/12' AM. PavfTRAnC:v TO £ ZST1NG 40000 WADER 1/4' I r J' LAC SCREWS 0 8' 0.C. w/ 1 27/32' Min. PENETRATION 0 MIDW70T71 OF PLATE 4268 WEST ROADS 4?NE RNWKFA BEAQl. n. 33407 aar t/71/C2 1 Coot WETS / 5 5: 7/8'0 r 3/32' iviNC NUT 0 12' 0. C. Approved as complying with the Florida Bolding ode tte D0,3 /2( / Z CINQ NOA101— 1 /0?•QI Miami Dade Product Control Div isi MIAMI-DADS COUNTY Solt AS SHOWY SCALE 6/27/01 alt 01 -251 DRAWING No SHEET t2 Of 11 0151614 I. 000 IV (a• /J 0 L E S S T7 13 M0& AIMC?fORs sYACrsc fti e a - J I/7"s ,F no sFCrl76 / t YIr coteriArrast 4 (TOP/COrTVW) . . 444XMJ• PM � c> 9 OR LESS REGULAR L4PCONS CRCE -ILLY SS4 %AOC !44[f1 CA/K -gi ULX -l4 Cr 17P -GRIP 1WSEl A YES PAN L4 4TE PLUS 410 SS r.�PCA'I 7o OaNCRETE TO N450 Tr 7o coocar T 70 u4szrwr ro J44 r 70 arrwr1 70 Y RE7E 70 CONCRETE TO MASONRY 0.7 7A;AEiE r0 MASONRY N/A TV S0V7r N N� 7o c an7E1 To Cr ro v TE 7o CONCRETE 7EI N/A +65.0, .0 9 1/2' N/A N/A N/A 5 1/2' I N/A 10' N/A 7' N/A 5' N/A N/A +63.0. -72.0 9' N/A 12' N/A N/A 11/A 9 1/2' N/A N/A N/A 11' N/A 12' N/A 10' ( N/A 5 (TOP/UOTTGAL) N/A N/A 14/A N/A N/A I N/A 12" N/A N/A N/A 72' N/A 12' N/A N/A N/A 8 (TOP) 12' 7 1/2' 12' 12' N/A N/A 12' 10 1/2' N/A N/A 12' 10' 12' 8 7/2' 12' 9' 8 (DOTTCN) • 74.rtliuU ANCHOR S P A C I N G S ARE W 4 U 0 FOR 3 7/2' E D G E O S T A N C E FoR & REDUCE ANCJIOR sPACINC BY AMtXTIRLY1NG SPAC4 3 smlio4 ON sacoutE 9r (Nora IdIn. E 0. FOR 04LK -MI A cHORS IS 2 I/27 FOR TTN.S OPERA 7/001 TV BE POSXAt$ REDUCED SPACING OBTNhED Lisps FACTOR LESS TW.iV AM1AWtJM spAck40 7N0K.l7ED FOR EACH ANCHOR TYPE Ar ANaloRS 0 L E S S T7 13 1/2 FAG7CWS BE . 7T#E FaLO1rC1U Siva NOT LECI?1L ACTUAL E 0. FACTLYl REGULAR TAPCON, 410 s 1 PCON, CRETE-11.0( 5S4. ZA.AAC NAILING PAIW AIL' OR PAN,3344TE PLUS CA/K -gi Cr TAP- P J' .65 . 73 1.00 2 7/2' .77 .50 .60 . 2' .50 _ - - ANCieR TYPE min. ANCHOR SPACING REovI R rAPCOH, 410 SS. rA cori. CRETE -nix SS4, u1L4C NAiLgeZ CF NAP -CRE', PN 1J44rE OR PANELuATE PLUS 10 " C4tX -7N 2.3' e 111 010 %IPPI : .41 : ► sir' i SPACING ,5CHEDCAN FOR INTAT14170N3 INTO CON _CONCR.'TE JI&OCK STRUGTURS ANCHORS LEGEND /L1Eco lNt:. r7LLIT rEXTx4a t E24044[E96740 CO1tPAXY ast! Kr .7ttn SStt 2s, 4, n 217, "7%4 CARD .1111 Phan* : (30.61.4 n• . For : (X4,[71 - 1331 Es- 0006779 WALTER A. rwr Jr P. E FLORO4 tic. / 44167 0.050' PERFORATED BERTHA ALUk1NUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WEST RL1405 OfeW R%NE44 BEACH, f7. 3.3407 fR r• 1 1 E. D. .5 EDGE DISTANCE Approved as co®pt)iag with the Florida 8 ing ode Date CA-3 / 1 ZOO S1') NOAL L``C7•t. 1 Miami Dads Proded Control Dh taip� 13 y n� L>dxS11011 our IPA w _ w417K .L7 V7 1 4 CICICARICO MIAMI —DADE COUNTY *Art As SNOW SCALE 4/27/o r 0.4rC 01 -251 OR4 NV4G f!N SHEtr 11 Of 15 144 oES5r14 L4 (0-a4) . _ MQi . WC HCRI SSA frig C 0. - J l/T' • - .. _. AMGIG{tLf r0 445145.4/ Fta+E2 LE24V14 2' !RJ RfOUAA rwCOMS CRUX-RD/ SS.4 z^u c xuir CAAX -el rs TAP- 2 7/2' ,wcuw R1.41 470 Ss rvrnv srcTZra / it vrr CO T ro CXY+CYIITL ro 44SCYdrs TO ii sa Pr ro OCAICAUX TO uksrl+ev ro CZ>•,owa' TO 4450'd r ro ccracscrr ro SMSCENr r0 CONCNC E TO 44Yte r TO c rr TO rol.SCtorr 1 TO 1,54sur'r Of 17 ro ccoo= CTr r0 CC CP TE t6.x5, -6.x5 6' N/A N/A N/A 4' N/A 6' N/A 5' N/A J 1/2' N/A N/A N/A N/A N/A 1 Opp) 12' B" N/A N/A 12' 10' 12' 12' 12' 6' 11' 11' 12' 12' N/A N/A 1 (Dui 1 LW) 12' N/A N/A N/A 72' N/A 12' N/A 12' N/A 11' N/A N/A N/A N/A N/A 2 (T04) 12' 6" N/A N/A 12' I0' 72' 12' 72' 6' 11' 77' 12' 12' N/A N/A 2 (001T01i) 9'-0' OR LESS 72' N/A N/A N/A 12' N/A 12' N/A 12' N/A 11' N/A N/A N/A N/A N/A J (T0P) 12' 2' -N /A -N/A 72' 70' 12' 72' 12' 0' 11' 11' 12' 12' N/A N/A J (00r704 11' N/A 12' N/A 7 1/2' N/A 11 1/2' N/A d 1/2' N/A 12' h; /A 12' N/A 12' N/A 4 MP/BOTTOM) 10" N/A 12' N/A 5 1/2' N/A 10 7/2' N/A 7' N/A 12' N/A 12' N/A 17' N/A 5 (TOP/BOTTOM) 12' N/A 12' N/A N/A N/A 12' N/A N/A N/A 12' N/A 12' N/A 12' N/A 6 (70P) 12' B' 12' 12' N/A N/A 12' 12' N/A N/A 12' 11' 12' 9' 12' 10' 6 (t30TTau) N/A N/A N/A N/A N/A N/A 12' N/A N/A N/A 12' 1 12' N/A N/A N/A 7 (70P) 12' 7 7/2' 12' 12' N/A N/A 12' 10 1/2' N/A N/A 12' 10' 12' B 1/2' 72' 9' 7 (BOTTOM) 12' N/A 12' N/A N/A N/A 12' N/A N/A N/A 12' N/A 12' N/A 12' N/A 9 (TOP) 17" N/A 12' N/A N/A N/A 11 1/2' N/A N/A N/A 12' ,V /A 12' N/ 12' N/A 9 (90TTLW) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 72' 11' N/A N/A N/A N/A 10 (TOP) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 72' 6' N/A N/A N/A N/A 10 (00TTOU) 12' N/A 12' N/A N/A N/A 12' N/A N/A N/A 12' N/A 12' N/A 12' N/A 11 (TOP) 2' 8' • 73" • 12' • 1. 1/4 7 3' 72' ,/4 ,VA 72' 1 7 ' 12' 9' 12' 10' 11 (BOTTOM) 12' N/A 12' N/A N/A N/A 12' N/A N/A .N/A 12' N/A 12' N/A 12' N/A 72 (70P) 11' N/A 12' N/A N/A N/A 11 1/2' N/A N/A N/A 12' N/A 12' N/A 12' N/A 12 (BOTTOM) 12' N/A 12' N/A N/A N/A 72' N/A N/A N/A 12' N/A 12' N/A 12' N/A 13 (TOP) ' 11' N/A 72' - N/A N/A N/A 11 1/2' N/A N/A N/A 1 12' N/A 12' N/A 12' N/A 1.1 (BOTTOM) • MAXIMUM ANCHOR SPACINGS ARE VALIO FOR 3 1/2' EDGE 067A9CE FORE 0. LESS 1744N J I/2 THE FO LO.MMC FACTY REDUCE ANCHOR S'AC1NG BY MULTIPLYING SPACW SHOW ON SCI#0DULE FACTORS � 11-NS OPERA11ON Tn EC POS1&.J REDUCED 9PACINO OBTAINED t/S&NO FACTOR SHALL M7r BE LESS 114411 1.115m 4uM SPACING 114aCArED FOR EACH ANCHOR 77'PE AT ANCHORS LECE74a ACTU4L E 0. FACTOR RC0ULAR TAPC4N, 410 SS rAPCYYV, GRETE -FIDt SS4, ZAJNC N4t24Z PANEZiNTE OR PANE11441E PLUS CALX -1N Or TAP -GRIP' 3• .88 .75 1.00 2 7/2' .71 .50 .80 2' .50 - - ANCHOR TYPE min. A/ OKA'? SPACJ.0 REGULAR TAPCOFL 410 SS. TAPCON, CRETE -FLEX SS4, ZA44C NAILING. CF TAP -GRIP, PANEZ141TF co PA,NaiwE PLUS J CALX -1N 2.5' • ...TAC7NG SCHEDULE FOR INSTALLATIONS IN CONCRETE AND CONCRETE BLOCK STR UCI'UP ANCHORS L£GENQ / 71.51EC ®iP4c. TX111' TE TP4Q t ENGI E£R14Q COMPANY 50.13 ?tic 3450i. 'S Sa 215.. M'RTM c coo R 13164 Phan : ()x5477 -1330 . For : (Xtl)471 -7331 0- 0004 19 Y4LTER Al T171.TT Jr P. E flORl:.4 Ue. / 44187 0.050' PERFORATED BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WEST ROADS ORNE RIN£R4 BEACH, FL 33407 at w 1 4 arc Oat .r/2 r/a2 AS SHOWY SGKE 8/2741 DA rr 01 -251 ORAN14G Na SHEET 10 Of 13 E 0. -. EDGE DISTANCE Approved as complying with the Florida Boldiag code Dete0S 2 Z 2 NOM ('L tlo'l•41 Miami Dade Prodoct Control Divisi BY__ MLAUI —CARE COUNTY atlxnLLtM OES?CN PRESSliRE RA TWO W (p.xl.) Max PANEL LE/CM L (R.) (SEX S FC1K'ws) L1 A/L sEA4fb4T?Ca! TD GLASS APPfX.A 11E TO SEVKANS / & ANY COMBI4411CW OF THEA! +65.0. —72.0 9' -0' OR LESS 3 1/2' 8 +63.5, —6.5.5 9' -0' OR LESS .3 1/8' J +65.0, —65.0 9' -0' 01? LESS 3 3/4' 4 +65.0, —72.0 9' -0' OR LESS J 1/4' 5 +63.5, —63.5 9' — o' OR LESS J 1/2' 1, 2, 6, 7, 11 +65.0, —6.5.0 9' -0' OR LESS J 1/2' 9, 12, 1J +63.5, —63.5 9' -0' OR LESS 3 3/4' 10 /i iLlEco INC. 17111T TESTING t DKJNEER1140 COMPANY &Sal K W. JIM. St, Sh 2I7, wsa14 CAR CTS n 1.11111 P1.or+ : (306,471- . fry : oce, 7t- l3J1 E0- 0006719 WALTER A. T7LLR Jr P. E faOR)CA tic. 44767 0.050' PERFORATED BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4266 KEST ROA&S DRIVE RIVER4 BEACH, FL 3.3407 lilt le 7 CC7t7•170 ":047.114. Ain 44 7/El 7 4 M R AS SHOWY SCALC 8/27/01 OA TE 01 -251 DRAWING Ye SHEET 9 OF 11 2' x 4' x .125' .3 105 -H1 4 O4 604.7 -T5 ALLOY Cont. Ahem. ANGLE CASE A (Plan) SCALE: 1/4' — 1' POURED CONCRETE OR CONCRETE BLOCX WALL REWIRED =of owe. swot s a = a 1/4' 0 BOL 0 C. W /l1CXNUT CASE (Plan) SCALE: 1/4' — 1" J r CONCRETE POURED OR vCRE BLOCK WALL REOU:RED CGNK,RETE ANCHK7RS 0 12'0. G r b 1 \ \ • ® A4OOROCR® 4'x 4'x.072' 3105 -H14 OR $06J -T6 ALLOY Cont. Num. ANGLE 2' x J' x .OAT' 3 105 f1-14 OR 604J -r ALLOY Coat Alum. ANGLE iWTT14 / OG''S o 12 0. 0. HALF PANEL CONCRETE ANCHORS 0 12' 0. C. 2' x 2' x .055' TO 2'x 5'x .055'CanL AAxn. ANGLE OR .0e0' J 105-H 154 SHEET .UETAL Alum. BENT PL4 END CLOSURES DETAILS 11/4' CAP CASE 0 (Plan) SCALE 1/4' POURED CONCRETE \ CC WALL REQUIRED 1.000 2500• 2.500 ;(1n.\ \\ 1 1.000' 1.000' _1 ALT 4 TE LEG LOG4170N CASE C (Plan) SCALE: 1/4' = 1' / — POURED CONCRETE Of? CONCRETE BLOCK MALL REOULRE0 MAX8fUlif DESIGN PRESSURE RATING CORRESPONDING MAXIMUM PANEL TRNGTH 'L" SCHEDUT.F; Apprvvcd as complying with the Florida Baidieg Code Date 1 Lp02 NOA/111( / Q'7• Mtarni Dade Product Control Divisl By MIAMI—LADE COUNTY (WHOLE) SECTION B--B SCALE : 1 /8 1 (,YHoLE3) eur NOTCHED EA CORNER 0 BOTTOM AS SHOWN. [°11' 11B/6, 1 1 B/6, 12,138/7 12,13B/7 1/4-.2o x 1 ' S.S. SIDEWALK BOLTS SEE DETAILS 2/7, 2/15. ORO OR 0 118/6, 12,138/7 CONCRETE ANCHORS (SEE SCHEDULE) 11B/6, 12,138/7 • INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION Y SCALE : 1/8" = 1 •_3 Max. 1 Min. (M -10LE) INTERIORLY REMOVABLE PANEL Q S/DErYALK BOLTS (SEE DETAILS 2/7, 2/14) CONNECTED TO © 17-1RU 5/8 *0 HOLES AT © O 6' ac dr FASTENED AT REAR W/7 /8'1x3/J2' WINO NUT 0 EVERY SIDE,4'ALK BOLT. W/ / iILlEco U4C, ntur TESTWO t QfGNEEZ14Q COMPANY am K K SCA. RR.. Sh :17, W114444 G44 R 131U Phan* : (Xe1,871 -11.10 . for : (705)4171- 13.11 Ea- 0044779 WALTER A. TKUT Jr. P. E F1ORIG Ua / 44137 Approved uceoplyin ;with the Florida 3 f ode Date (5 411 Miami Bide Precinct Control Di) 61 By 0.050' PERFORATED BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 *EST ROADS CAM' RILSER4 6EACti FL .u4a7 mtt auf 1/414:1t Ant Ns 1 4 aonn>w MIAMI -DADE COUNTY aR AS SHOW SCALE 8/27/01 DAM 01 --251 DRA M1NC No SHEET 8 Or 15 CONCRETE ANCHORS (SEE SCHEDULE )\ POURED CONCRETE REQUIRED Ea - \ \ \ \ \: \ \ \ \\ \ \ POURED CONCRETE REQUIRED 7/8' r ; rd �• • e• a c. .1875 Cont. CONCRETE ANCHORS (SEE SCHEDULE ) . 873 1 1 1 E D. 7/8' / x J /J2 • WING NUT O EVERY 571.10 O 12' a G / L .050- 1/4 • HOLE O 6• a a DETAIL 1 - INSTALLATION OF 1/4' SIDEWALK BOLTS 0 REMOVABLE PANEL SCALE 7' - 1' / SLAB IF APPLICABLE "SCALE : 5/8' = I 1/4 - 20x I • S SA SIDE1WLX AOLTS w/J 4• r V P T}R4U KEY HKXE 0 6 0. W/ ye-20 NVr AT REAR. RE7X11.c BLI PANEL 9 Copt POURED CONCRETE I REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ) SECTION 12A SECTION 128 CE /LING t FLOOR MOUNTING INSTALLATIONS SECTIONS 1R F 1 E 0. E 0. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 10 t 11 OF 15) • n. 7/8 0 x J /J2 WIN; NUT O EVII7Y STUD 0 12 0 C. j i EDGE Cf / .. -SLAB IF APPLICABLE , . INTERP RLY RELIOUABLE PANE 1. OI W/ SIDEWALK BOLTS fE DETAK 2) CCWN£ TO 1 THRU 5/8'0 HOLES AT 1 T 0 6' 0.0 * FASTENED Ar REAR W 7/8'04J/1V *TNG NUT 0 EVERY SIDEWALK Bar INSTALLATIONS VALID FOR PANES ()USED JOINTLY WITH INTERIORLY REMOVABLE PANELS � NOTE FOR COMBINATION OF SECTIONS : FLOOR /CEILING A/OUNT7NC SECTIONS CAN BE COA(B1NED IN ANY WAY TO SUIT ANY /NSTALLAT70N. - 0 Con t. A 8 SECTIONS 13 SCALE : 3/8' = 1' IILIEC0INC. T1LLJT TESTYIQ t f EERINQ MVP ANY 0.187 old& JUNE St fia 217 M'CtM GgY7tt fl J,3166 Phone : (721477 —r 3X . (•a : (X)871 -15J1 EH -00067 t 9 iKALTER A. 17LLIT Jr. P. E R CJZt 1 ...4 Ua / 44167 REQUACED \ \ \ \ \, \ \\ \\ SEE SCHEDULE FOR Alin. SEPARA TO GLASS CCACRf7E maADRS (SEE SCHEDULE ) o[nm 2 7/8' I x J /12' 'MIX. NUr O EVERY 57L10 012'0.C. Cont. EDGE Of AL TERNATE LEG h SLAW IF LOCATION APPLCABLR / / /4 / / // // „ II Pow u CONrCRE7E REQUIRED SECTION 138 G e FLOOR MOUNTING INSTALLATIONS \ � - I I E- k \ \\ h ,\ \ ri lia are -- S MI 1 //y // / 1 / (SEE SCHHEDULE) I 11 RLY REMOVABLE PANEL 0 W/ - SLOE}K4LX BOLTS SEE DETAIL 2) CONNE HOLES AT Ar REAR W. CONCRETE ANCHORS E a Approved u emptying with the Florida BwIding code Date () 2 1] 21 l ZOO Z. NOAH(/-1 1 01.61 Miami Dade Product control Div By THRU 5/8'o 0 6 • ac & FASTENED 7 /8'oxJ /J2 • woo NUT 0 EVES' SLOCMI X oar. 0.050' PERFORATED BERTHA ALUA41NUAI STORW PANEL WIC Os EASTERN METAL SUPPLY, INC 4266 wfsT ROODS A41Vt' RMERA BE:IC?( ft. JJ407 419474 nut 1414 w VO 1 arxx+anr art t MNMf -LADE COUNTY AS SHOVE/ SCALE 8/27/01 C14 FE 01 -251 PRA N1NC No SHEET 1 Of 13 CONCRETE NX7H0RS (SEE SCHEDULE ) \ PORED CONCRETE REQUIRED SEE SCHEDULE FOR an. SEPARAT1ON TO GLASS 7/8' 0 x J /J2• WING NUT 0 EVERY STUD O 12" 0. G Cont. AL LEG LOC477CN / i / / /// 11 U POURED CONCRETE c- -- R£QUtRED (SEE SCHEDULE ) - E 0 . SECTION 13A CEILIN POURED CONCRETE OR CONCRETE BLOCK NALL REQUIRED 1 1/4 MIN. P£NE7RAr)ON TO CONCRETE BLOCK t 2' TO CONCRETE a 1 1/4' MIN. PENETRATION 10 CONCRETE BLOCK h 2' TO CONCRETE / _ C — =T. 1/4'1x8' ELCO moll PANEL/44TE TVAS ANCHORS (SEE SCHEDULE FAR SPACING). -- 2 V 2' Max. 1/4'0x8' ELCO mole PANED/ATE TVAS ANCHORS (SEE SCHEDULE FOR SPACING). BUILD OUT INSTALLATION SECTION 10 SCALE : 1/8' - 1 // /J 1/2• / ` BNICX KEENER / / //// - 2-x77 /:/ SEE SCHEDULE FOR dlin. SEPARATION TO CLASS J 1/2 IIox. E 7571NC BRICK WESER EXTS771tC — STEEL ANGLE UNTEL AS APPLICABLE // Cont. EXISTING E17577111 BR!CX SILL 1/4' 0 -20 x J /4' BOLTS W/ 7/8'0x J/32 WING NUT 0 12' 0. C. EXIS TAG /NG AS APPt/CABLE E 0. - EDGE DISTANCE (SEE SCHEDULE CN SHEETS 10 d• 11 OR 15) / -0 Cont. /a 1. NOTE FOR COMBINATION OF SECTIONS : WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO sun ANY INSTALLATION. CONCRETE 71 HORS (SEE SCHEDULE ). POURED cRMCRErO -\ REQtu?E0 cuss CONCRETE ANCHORS W 1/4' 1 -20 x 1' SILLS. W/ 7/8' I x 3 J2' WIN I NUT 0 12' 0. C. // /ice / / /// POURED CONCRETE OR CONCRETE EA OCX WALL d / REQUIRED W (SEE SCHEDULE) L SEE SCHEDULE FAR NTn. SEPARATION TO CLASS .J73' Cont. _ O SECTION 11 A. WALL MOUNTING INSTALLATIONS SECTIONS 11 SCALE : J /8' 1 IILIEC0INC. TXIJT TESTING . EkCUtEFRfNQ COMPANY ASS K It. 311*. s1, .s'a )17. ■190144 uR004 R .0 I U Phone : 71 -1132 . for : (X0.4 )5.71 E3- 0006719 NCAL TER A. TMLUT Jr. P. E FLARIC4 Ue. / 44167 CONCRETE Ma (SEE SCHEDULE) \ • I _�L\ PO l4EO CCNCRETE REOUVE0 — \\ E rrST7NG GLASS SFF SCHEDULE FOR Agn. SEPARATION TO GLASS Int 44 1 1/4' 1-20 x W/ 7/8' 1 x J /J2' WING jr N 0 12" 0. A L.; DETAIL 2/7 // POURED CONC £7E OR CONCRETE / BLOCK WALL o / REQUIRED 14 / C-t CONCRETE ANCHORS f — (SEE SCHEDULE) INSTALLATIONS VALID FOR PANELS USED JOINTLY WITH INTERIORLY REMOVABLE PANELS (1) Cont. SECTION 11 U xJCIr+>tvt NUT C01,104. /w .J75' .9411 4 4 —7 . INTERIORLY REMOVABLE PANEL OW/ S70C 4LK BOLTS �(SEE DETAIL 2) TO t� THRU 5 /8'I 0 8' O.0 * FASTENED W 7/8'0x3/32' WING NUr 0 EVERY SIOEWA1X BOLT. CON HOLES A r A REAR Approved 11 complying with the Date Q ' �Ba ' idi t sg / NOM oi- t n7•0t htfacol Dade Product Control Divi, By_ 0.050' PERFORATED BER11 4 ALUM /NUM STORM! PANEL EASTERN METAL SUPPLY, INC 4264 NEST ROADS FA9t RIVIERA 1. FL JJ407 MlAA4I -DADE COUNTY a tt Cont. AS SNOW SCALE 8/27/01 LLA TF 01 -251 ORA WINO Ne SHEET 6 Of 15 CALX -IN OR ELCO moir/frm1+ PANEL ATE OR ELCO mole /famol9 PANEL.MTE PLUS 69 I / 4'I -20 S>f1�41X BOL CR O W/1/4'0 -20 TRUSSHEAD r [30Cr + + (SEE SCHEDULE FOR SPACING) -' \ d POURED L ' CONCRETE REQUIRED �. \ \ \ \ \ \ \ \ \ SEE SCHEDULE FOR Min. SEPARATION TO GLASS 1/4' 0--20 r I ' S.S.II.S w/ 7/8' i r 5/32 »1NG NUT 0 12' 0. G POURED CONCRETE OR CONCRETE BLOCK N4LL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) C - r 375' Cont. WALT. MOUNTING INSTALLATION SECTION 7 SCALE : J /8' - 1' E 0. = EDGE INSTANCE (SEE SCHEDULE 011 SHEETS 10 eta 11 OF 15) NOTE FOR COMBINATION OF SECTIONS : WALL/FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. C.4LX -1N CR ELCO mole /femora PANELU4TE 04? ELCO mde/4rno10 PAMJJ 4 TE PLUS 1/4'/ -20 2o sc vfNLX os. r QR o �Y / ►/4'f - 20 T VS - t.0 BCtT + (SEE SCHEDULE FOR SPACING) + + // // SiCle WALK HEAD MACHINE SCREW W/LENG17 -I i�K AS PER NOTES A.2 do 9.2 (SHEET 1) + + TRUSS HEAD BOLTS ARE 7/2 'Ir 1/8 THICK HEAD MACHINE SCREW W /LL AS PER NOTES A.2 t 8.2 (SHEET 7) POOPED CONCRETE —� REG -44fD • W SEE SCHEDULE FOR 30. SEPARA P011 TO CUSS Cont. 7/23'0 r 3/32' *WC NUTS 0 12' 0.C. WALL MOUNTING INSTALLATION SECTION 8 SCALE : J /Q' - 1' a A 1 I TJCLIT TESTING t ENGVILIMI COMPANY 8 U POR MIA. � R, Set 717, Vwdcl 4 G4�rS rt Ma. Phoe : (30-08.7f- 1330 . raw : (Xi (7l - ;3JI EB- 0005719 I1ALTER A. ruff Jr P. E. FLOR/C.4 tic. 44157 int As CEILING d# FLOOR MOUNTING INSTALLATION SECTION 9 SCALE : J /8' = 1' 0.050' PERFORATED BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WEST ROADS ORIW RIVERA 6F•4Q( FL 33407 arr J/71/02 Approved as corn plylo pith the Florida B *%dl'I Code Datsn 21 / e. • Miami Dade Prod oil Control Divi3 By ant ag anourrwv EDGE OF SUB IF APPLLCAfLLE MAUI—LADE COUNTY art NMI AS SHOW SCALE 8/27/0 L>a Tr 01 -251 ORA NtNC No SHEET 5 OF 15 NOTE FOR COMBINATION OF SECTIONS : WALL/FLOOR /CE7LINC MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALL T7CN. / 1 IL f EC0 INC T*JJT TESTP4 * ENOWETR>NO COWAN)* e.U1 NM, sal St, AA 7 t7, 4+GIM C.4 13114 fry«,.: POW 71- . rat : (X 47t -1S 1 EB- 0()04719 ALTER A. rwr Jr P. E FLORKI4 tie. / 44 rQ7 0.030' PERFORATED BERTHA ALUM /NUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WEST RANDS OR1ti£ /'V4 LHFAOt IL 33407 MIrlt w CoUT i4 tett ACK w r OPICAirlION O.n AS SHOWN SCALE 8/27/01 CA TI 01 -251 ORA WINO No SHEET 4 Of 15 CONCRETE ANCHORS (SEE SCHEDULE) n POURED CONCRETE - E0. I E0. REQUIRED - T'f \\\\\S\\ \ & \ \\ SEE SCI-IEVJLE FOR !41n SEPARAnaN TO CUSS 7/8• „ J/3.2' WINO NUT 0 EVERY STUD O l i. - 0 12' 0. C. 1.125" POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) E 0. CEILING et FLOOR MOUNTING INSTALLATION — SECTION 4 SCALE : 3/e' - t' E 0. - EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 et 11 Cf 15) C 0. 10 Coot. E O. CONCRETE Ma /CRS (SE SCHEDULE) E O. \ POURED £TE I I I REQUIRED 1 411 \ \ \\ \ \ \ ‘ \\ 1 . \ \ \\ i \ \\ k\ POURED CONCRETE REQUIRED CCCCRE7E ANCHORS (SEE' SCHEDULE) ALTERNATE LEO LOCATT N Cont. 1 4' 1-20 x 4 BOLTS IV /8' x J WTNC NU> o 12' 0. G L SEE SCHEDULE FOR AM. SEPARATION TO [LASS '11/4' 1-20 x I '/ B• J 2 / MHO Nvr O 12' 0. G 0 SCALE : 3/8' - 1' / / E 0. CEILING 4 FLOOR MOUNTING INSTALLATION — SECTION 5 POURED CGNCRfTE \ �+ REQUIRED \ \• \ ' \\' \\\ / // CONCRETE A.4CtiORS (SEE SCHEDULE) 0-20 x 1' SS:aA W/ 7/8' 0 Jr 3/32' W1NC NUT O 1 0. G POURED CONCRETE CR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCI1ORS (SEE SCHEDULE) SEE SCHEDULE FOR Mist. SEPARI ro cuss Con 4 Coat WALL MOUNTING INSTALLATION SECTION ¢ SCALE : 3/8' 1 1 Xpprored as complying with the Florida Bridles/ Code Date fziJ? NOAMOI- L Q"1.4 Miami Dade Product Control By_ WWI—DUDE COUNTY \ CONCRETE ANCHORS (SEE SQHf DLK.E) 1 \ \ \ \\\\\ \\ POURED CONCRETE REOLNRED CONCRETE p OR CONCRETE. BLOCK MU. w REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE FOR lATrt. SEPAR417OM TO CLASS POUR CONCRETE OR CONCRETE/ W BLOCK 1wLL / REQUIRED SECTION 0 ANCHOR / Cont. 7/8' x 3/32' »ING NUT 0 EVERY STUO 0 12' 0. C. Cont. SECTION 0 STUD WALL MOUNTING INSTAL ' TION SCALE : J/8' - 1' SECTION 1 NOTE : DETAIL OF SEC77ON 0 STUD VALID ALSO FOR WALL AIOUNTJNG INSTALLA770N — SECTION 2 (TOP) \ coricsErr Alycnces \ (sEE SCHEDULE) ci \ POURED . CO \ NCRETE �' RE --\ \ \ \ \\ / / /// ///// concRETE OR CONCRETE o / ecocx Lj REQUIRED CONCRETE ANCH RS (SEE SCHEDULE) SZE SCHEDULE' FOR Alit. .SEPARATION - TOGASS 1/4' I -20 x J /4' BC .TS W/ 7/8 x J /J2' WING NUT 0 12' 0. C. / Co t. .3525' Cont. WALL MOUNTING INSTALLATION SECTION 2 E D. - EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 h 11 OF 15) NOTE FoR coMeiNAnoN of sECT7oNS : WALL )JOUNT7NC SEC77ONS CAN BE CCU8INED IN ANY WAY TO SUIT ANY INSTALL4T7ON. SCALE : J /8' - 1 ' o IILIECOINC. TxliT TESTING t ENOINEERIMO CO PONY 6513 K W. JSt/a St, Ste. 21'7, 141 Gl87CNS R 131 CS Phan : PC4,477 -11J0 . far : (X 671 -1131 EH- 0006719 WALTER A. 7? WT Jr P. E FL R1G4 Ac. / 44167 0.050' PERFORATED BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4258 IKST RAIDS t'?tVE RMERI £ 4C1‘ H2 33407 art w f aR M i axarrnr out 1 2/2f/02 4 a tt AS S/HONN SCALE' 8/27/01 AEI TF 01 -251 DRAWING No SHEET 3 OF 13 1 CONCRETE ANCic s (SEE SCHEDDUCE) POURED CONCRETE REQUIRED \\ / / i // P0URW CONCRETE 01? CONCRETE a BLOCK WALL W REQUIRED CONCRETE • (SEE SL7- IEDULE, SEE SCHEDULE FOR 4163. SEPARATION FO CLASS 1/4' 0-20 x J!4' BOLTS W/ 7/8 it 3/32' 1 NUT 0 12' 0. C. v co Cont. BUILD OUT INSTALLATION SUCTION 3 sc4LE : 3/8' - 1' Cont. Approved as colt plyhrg with Ills Florida B+idlag code DatcO /Zt ?Al1Z NOM. 5 1— t Q'1 Want Dide Product Control Divisi By 1 MLA,UT —UADE COUNTY J /re -��- — .075 2.191' © 'h' HEADER sva: tom' - 1• A 3/1, aA 17 8230' Q REVERSED 'F" ANGLE TRACK (3) 5 /e'o Haig AT roP UN 12' 14' ( 5/N3' e' HOLES FOR 1/4'0 -2c& S.t 4 4cnI c SCREW rAPCA S --i 123' 1000' Aka. .123 h 11 ,3/16x7 x14" LONG WALL PLATE SCALD .1/1 . r• Q .3' Al ax. 'U' Hula) our ® 'F' TRACK ANGLE scAr . r. ti h 1230' COMPONENTS 2470' R?L17' 8125 . r ` .073' 075'+ 2. 591 • T' C) KEY HOLE AT PANEL l f 70'--1 R?SO ft? 23 751 ALL 1 ® 'U' HEADER 9 0 ( z 1 • ® STUDDED ANGLE ECYJ -13 Man ALLOY SCAIS 1391• ly��l 2210 r ?/4• / S S. 571.0 TO Real o sioAc..msS 910»M ARES DETAIL 1: 511.10 W/ WING NUT ! h MU. R KEY HOLE WASHER .310.1 -41154 Awn ALLOY SCI :.1/4 50 3' ANGLE BUILD OUT BRACKET SCALE : .;/r• - 93 MINI WALL 1.75'x0.632" ANGLE WITH STUD SCALD ,n 1• G /711.1ECO .J74' .tee' T U N A a TF L(0 LOS T1C7f Y1WT TEST1102 Jr alr?XME1RlNQ COWAN,' .3►5 a . Jam st Sla 217 SAROSa4 ayscio4 t 17 u Phone : pours Far r (XA371 -1531 <X w E3- 000671 4 TER A. TTLLIT Jr P. E FLCRIG4 UG / 44 t 67 © "F" TRACK sov.t : 1. Went //sties , • .lee f.25 Slaw. 1 2'x ?MuX.)x ANGLE WITH STUD sow:: y,• - 1. 1 t t - R Cd2' .c4J" . _ .aoo 1 174" iMX. B. 0, 7 TRACK s;aLt : Lys' • 1 Approved as complying with the Florida Belding ode Date 03 Zl 6Oz Nom t l O'1 • S2 Miaml Ride Prodad Control Div' By MIAMI -LADE COUNTY AS SHOW 0.050' PERFORATED BERTHA ALUMINUM STORM PANEL scia - EASTERN METAL SUPPLY, INC 4263 )HEST RC340S ORA E &A RA BEACH FL 31407 auc:rna, aar aoctna• art 11/2 7/0 t CATc 01-251 ORAwTMO Ne SHEET 2 OF 15 3' Max. 1 MTn. 0 5.119' AL 'V7D] 700' (EFFEC17VE W1 4. 1, 73'- --4 2.125' 2.125" FULL PANEL CONCRETE ANCHORS (SEE SCHEDULE) 0 0 PERFORA TED STORM PANEL SCALE . 1/2' - 1' N. r. s. SECTION A -A N. T. S CONCRETE ANCHORS (SEE SCHEDULE) PERFORATED STORM PANEL TYPICAL ELEVATION 0 1/4' Max. GAP - � I 1/4' Max. GAP --I \ \ \ \ \\ \ \ � \ 1.5 9.119" (TOTAL WIDTH) 6.000' (EFFECTIVE WID771) ' 4. AS APR/CABLE (rr7 .360' -- 0 0 --4 2.125' 1-- HALF PANEL 2.125' .400' O O O O O O 0 o O O O o o- O o O 0- O O O O 0 0 0 o 0 O O O 0 0 0 O 0 0 0 0 h the 1 1. GENERAL NOTES :: STORM PANELS A)EOLL4CY FOR 41PACT ANO FATIGLE Ra57STANCE 1i4S BEEN ARCED IN ACCORt 440 ' LAB REPORT / 102201-i6 N.1O / 0221.01 -01. 2. ALL ALULINUAI SHEET METAL PANELS S44LL 140£ 5062 -NJ2 ALLOY OR .3004-t434 ALLOY. J. ALL ALU1040J EXTR'USXNYS SHALL BE 6063 -T6 ALLOY UNLESS OrtfiRMSE NOTED. 4. ALL SCREWS TO L E STAMESS S1LEL 304 OR J16 SERIE 5. 6CXTS TO B£ 2024 -ri ALUMINUM ALLOY, CALl4VJzW OR STAJ.ttLSS STEEL NTRI J4 kit! 1,4NUAI YSEID PC NT. 6. ANCHORS TO WALL Si4LL SE AS FOLLOWS (UNLESS on-IERWrSE NOTED) (A) TO EYl517NC POURED CONCRETE - 1/4' I rAFCCi mcpoRs AS ANM.fACTUR£D BY F. T:W. 0 DC (REGULAR OR 410 SS) AND ELCO TEXTRON (REGULAR) - 1/4' I CRETE -FIE( 554 ANCHORS' AS .MANUFACTURED BY ELCO TEXTRON. - 1/4' I CF TAP-CR7P ANCHORS (BERTHA STUD -- CON.), AS MANUFACTURED BY TRU -FAST CORpoRAmN. - 7/4" 1 Z AC NARJN A1eCNORS AS )4424FACIVRED SY THE POWER FASTENINGS. INC - 1/4' I 1 7/8' CALK-k? ANCHOR 1/4' I E1CO mote Jr Fermat* * PANEL-144TC OR 1/4' I ELCO male 'PANELU4TE PLUS' AS A4ANUFACTURED BY THE POWER FASTENINGS W. AND ELCO TF.XTRO14 RMREL7M1?.. NOTES: A 1) NINroR.W EVE NT PITD POURED CONCRETE of rAPCON ANCHORS' OR CRETEREX S54 IS 1 5/41 FOR ZAAMC 1,41UN 1S 1 5/8? FOR Cr TAP -CRP ANCHORS 1S 1 1/4": FOR aCo PANELW44rE ANO EZCO mole W. t2J44TE PLUS IS 2' A2) 7/8' CALK-W ANCHORS S1iAL LE' E717 fLY EJdE1FD0ED INTO THE POURED CONCRETE NO EIREDMFM 1N10 STUCCO SNLL 8£ PERIXT7ED. 1/4' 0-20 SCREWS USED ViALL B£ 1 1/2' LOG ANNAIUA/ SHOW) STUCCO & ST, MO 1' INNAIULI FOR WALLS WITH NO STUCCO. A.J) 114 CASE 17iAr PRECAST STON& PRECAST CONCRETE PANELS: OR PAVERS LE FOUND ON me EXISTING Mil OR FLOOR, ANCHORS SHALL BE' LONG ENOUGH TO REACH THE ANIN STRUCTURE BOW° SUCH PANELS, ANCIQRAGE Siva BE AS tN0VCATYD ON NOTES A 1) 4 A2). ABOVE TO EXISTING CONCRETE OCT( BL WALL: - 1/4' % TAPCW ANCHORS AS kiANUFAGTURED BY 1.1. W. BUILD el (RECULN? OR 410 SS) ANO aC0 TEXTRON (REGULAR). - 1/4' I CRETE -FLEX SS4 ANCHORS AS LL4M.JACTURED 6Y EICO TEXTRON. - 1/4' I CF rAP - GRIP ANCHORS (BER11i4 S7U4- CAN), AS 1.L4144rAC7URED BY TRU -MST CORPORATION. - 1/4' I ZAK4C "WEN ANCHORS AS MANUFACTURED 87 THE POWER FASIEN,,M S. INC. - 1/4' I 1 7/8' CALX -IN NICIKWRS 1/4' I ELCO mole Jr (& -n01e 'PANELANTE' ON? 1/4' 0 ELCO mole T'ANELAN PLUS' AS ANNUFACTURED BY THE POWER FAS1ENAM: /NC ANO ELCO TEXTRON. RESPECTIVELY. NOTES: B 1) ANN,LUwI EMBEDMENT or rAFCAN ANCHORS ZAANC NNEA c TAPCRIP. ELCO PAN9ELl44TE ETC0 mole "PMEU RTE PLUS' ANO CRETE -FLEX SS4, INTO THE CONCRETE QLOCX UNIT SHALL £lE 1 1/4' 8.2) 7/8' CALK -1N ANCHORS SNALL 8£ E11TERRY D1I6fDOED INTO THE CONCRETE BLOCK UNIT. UNIT NO & N/LW INTO STUCCO SHALL BE P1R1111TED. 1 /4 0-20 S HALLS KM S LL 8( 7 1/2' LONG AI1N1ANU SHOULD STUCCO EXAST, ANO 1 ' R3) IN CASE 77-1,4T PRECAST STaNE OR PRECAST CONCRETE PANELS BE ft7UN0 ON THE errs 1NC WALL, ANCHORS SAL SE LONG ENOUGH TO RE.4C1 THE ANN'. STRUCTURE E7f1XV0 SUCH T4NaS. ANCHORAGE SHALL SE AS INMATE-0 ON NOTES W . 8. l)_ 4 8.2) ABOVE _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL of THE RECCMIIE,N ARONS MO SPECIF7C;ITXNIS C.F THE ANCHOR'S MANUFACTURER. URER 7. PANGS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING 1NSTALLITICJ DETMS SHOWN ON SECTIONS 1 THRU 1J (SHEET J THRU 7 OF 15) EXCEPT fl44T HEADERS 2. J 4 4 SNLL NOr BE USED. 6. PERFORATED PANGS ANY BE CHANGED, REPLACED Of CCAIBHNED WITH SOLD (NOW PERFORA PANELS OF THE SAME CMEIYS1QYS ANO ALLOY Ar ANY 77ME UM'TATICNS FCR PRESSURE RATINGS AND ANXTA/UAI PANG LLIJG7HS INDICATED ON 1765 01 4 ?raw SNLL 8E AN/MAINE . 9. 1T SHALL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY TH£ SOUNCNESS OF THE STRUCTURE WHERE SHUT IEX IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS S7- !UTTER .S1-1ALL ONLY 6E A TTACHED TO CC.YCRE7T BLOCK 01? w000 FRAME BL ILDHI.CS SHUT 1 EX 14 NUFACTURER'S LABEL SHALL BE PLACED Ar BOTTOM OF EACH PANEL MSEL SHALL READ AS FOLLOWS: EASTERN METAL SUPPLY, INC. RIVIERA BEACH, FL UAW -GAGE COUNTY PRODUCT CONTROL AFY'ROLED. ( /ii[iEcoINC.\ T7LLIT TESTWO 4 (7-101 EER1N0 COMPANY 83.3 fL w: Jdtll CRT Sa 217. Lex7i1 G A:E S ft S 31141 Phone : (301;471- /330 . For : (JA!)071 -WJ31 £8 0006719 WALTER A. T7WT Jr. P. E FLCY?1C.4 Ue. / 44167 0.050' PERFORATED BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4266 M£ST ROADS DRIVE' RMER4 BlEACN, 1Z 33407 AM Ft DAM XII Ma 1 4 w M1AMI -AIDE COUNTY .41f AS SHOW SOIL[ IV DATE 01 -251 DRAWIN0 No SHEET 1 OF 15 --1 504' o I COMPONEN TS -,/ 257 o . II pp roved as cozo ptyiog wit Florida Boldiag ode Da t O NOM nl - 110 - 1 .0 I11 l am i Didt Prodati C.2 Dins By 7 .l�..I i • f4. - - -- ;.� :, �..�. �;: e :��:�:;� .�..� v -" =' - ��' =' =� -ewer ...:�" �'. ':':::7 ..�r.r �......o ..r`°M.� 3' Max. 1 MTn. 0 5.119' AL 'V7D] 700' (EFFEC17VE W1 4. 1, 73'- --4 2.125' 2.125" FULL PANEL CONCRETE ANCHORS (SEE SCHEDULE) 0 0 PERFORA TED STORM PANEL SCALE . 1/2' - 1' N. r. s. SECTION A -A N. T. S CONCRETE ANCHORS (SEE SCHEDULE) PERFORATED STORM PANEL TYPICAL ELEVATION 0 1/4' Max. GAP - � I 1/4' Max. GAP --I \ \ \ \ \\ \ \ � \ 1.5 9.119" (TOTAL WIDTH) 6.000' (EFFECTIVE WID771) ' 4. AS APR/CABLE (rr7 .360' -- 0 0 --4 2.125' 1-- HALF PANEL 2.125' .400' O O O O O O 0 o O O O o o- O o O 0- O O O O 0 0 0 o 0 O O O 0 0 0 O 0 0 0 0 h the 1 1. GENERAL NOTES :: STORM PANELS A)EOLL4CY FOR 41PACT ANO FATIGLE Ra57STANCE 1i4S BEEN ARCED IN ACCORt 440 ' LAB REPORT / 102201-i6 N.1O / 0221.01 -01. 2. ALL ALULINUAI SHEET METAL PANELS S44LL 140£ 5062 -NJ2 ALLOY OR .3004-t434 ALLOY. J. ALL ALU1040J EXTR'USXNYS SHALL BE 6063 -T6 ALLOY UNLESS OrtfiRMSE NOTED. 4. ALL SCREWS TO L E STAMESS S1LEL 304 OR J16 SERIE 5. 6CXTS TO B£ 2024 -ri ALUMINUM ALLOY, CALl4VJzW OR STAJ.ttLSS STEEL NTRI J4 kit! 1,4NUAI YSEID PC NT. 6. ANCHORS TO WALL Si4LL SE AS FOLLOWS (UNLESS on-IERWrSE NOTED) (A) TO EYl517NC POURED CONCRETE - 1/4' I rAFCCi mcpoRs AS ANM.fACTUR£D BY F. T:W. 0 DC (REGULAR OR 410 SS) AND ELCO TEXTRON (REGULAR) - 1/4' I CRETE -FIE( 554 ANCHORS' AS .MANUFACTURED BY ELCO TEXTRON. - 1/4' I CF TAP-CR7P ANCHORS (BERTHA STUD -- CON.), AS MANUFACTURED BY TRU -FAST CORpoRAmN. - 7/4" 1 Z AC NARJN A1eCNORS AS )4424FACIVRED SY THE POWER FASTENINGS. INC - 1/4' I 1 7/8' CALK-k? ANCHOR 1/4' I E1CO mote Jr Fermat* * PANEL-144TC OR 1/4' I ELCO male 'PANELU4TE PLUS' AS A4ANUFACTURED BY THE POWER FASTENINGS W. AND ELCO TF.XTRO14 RMREL7M1?.. NOTES: A 1) NINroR.W EVE NT PITD POURED CONCRETE of rAPCON ANCHORS' OR CRETEREX S54 IS 1 5/41 FOR ZAAMC 1,41UN 1S 1 5/8? FOR Cr TAP -CRP ANCHORS 1S 1 1/4": FOR aCo PANELW44rE ANO EZCO mole W. t2J44TE PLUS IS 2' A2) 7/8' CALK-W ANCHORS S1iAL LE' E717 fLY EJdE1FD0ED INTO THE POURED CONCRETE NO EIREDMFM 1N10 STUCCO SNLL 8£ PERIXT7ED. 1/4' 0-20 SCREWS USED ViALL B£ 1 1/2' LOG ANNAIUA/ SHOW) STUCCO & ST, MO 1' INNAIULI FOR WALLS WITH NO STUCCO. A.J) 114 CASE 17iAr PRECAST STON& PRECAST CONCRETE PANELS: OR PAVERS LE FOUND ON me EXISTING Mil OR FLOOR, ANCHORS SHALL BE' LONG ENOUGH TO REACH THE ANIN STRUCTURE BOW° SUCH PANELS, ANCIQRAGE Siva BE AS tN0VCATYD ON NOTES A 1) 4 A2). ABOVE TO EXISTING CONCRETE OCT( BL WALL: - 1/4' % TAPCW ANCHORS AS kiANUFAGTURED BY 1.1. W. BUILD el (RECULN? OR 410 SS) ANO aC0 TEXTRON (REGULAR). - 1/4' I CRETE -FLEX SS4 ANCHORS AS LL4M.JACTURED 6Y EICO TEXTRON. - 1/4' I CF rAP - GRIP ANCHORS (BER11i4 S7U4- CAN), AS 1.L4144rAC7URED BY TRU -MST CORPORATION. - 1/4' I ZAK4C "WEN ANCHORS AS MANUFACTURED 87 THE POWER FASIEN,,M S. INC. - 1/4' I 1 7/8' CALX -IN NICIKWRS 1/4' I ELCO mole Jr (& -n01e 'PANELANTE' ON? 1/4' 0 ELCO mole T'ANELAN PLUS' AS ANNUFACTURED BY THE POWER FAS1ENAM: /NC ANO ELCO TEXTRON. RESPECTIVELY. NOTES: B 1) ANN,LUwI EMBEDMENT or rAFCAN ANCHORS ZAANC NNEA c TAPCRIP. ELCO PAN9ELl44TE ETC0 mole "PMEU RTE PLUS' ANO CRETE -FLEX SS4, INTO THE CONCRETE QLOCX UNIT SHALL £lE 1 1/4' 8.2) 7/8' CALK -1N ANCHORS SNALL 8£ E11TERRY D1I6fDOED INTO THE CONCRETE BLOCK UNIT. UNIT NO & N/LW INTO STUCCO SHALL BE P1R1111TED. 1 /4 0-20 S HALLS KM S LL 8( 7 1/2' LONG AI1N1ANU SHOULD STUCCO EXAST, ANO 1 ' R3) IN CASE 77-1,4T PRECAST STaNE OR PRECAST CONCRETE PANELS BE ft7UN0 ON THE errs 1NC WALL, ANCHORS SAL SE LONG ENOUGH TO RE.4C1 THE ANN'. STRUCTURE E7f1XV0 SUCH T4NaS. ANCHORAGE SHALL SE AS INMATE-0 ON NOTES W . 8. l)_ 4 8.2) ABOVE _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL of THE RECCMIIE,N ARONS MO SPECIF7C;ITXNIS C.F THE ANCHOR'S MANUFACTURER. URER 7. PANGS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING 1NSTALLITICJ DETMS SHOWN ON SECTIONS 1 THRU 1J (SHEET J THRU 7 OF 15) EXCEPT fl44T HEADERS 2. J 4 4 SNLL NOr BE USED. 6. PERFORATED PANGS ANY BE CHANGED, REPLACED Of CCAIBHNED WITH SOLD (NOW PERFORA PANELS OF THE SAME CMEIYS1QYS ANO ALLOY Ar ANY 77ME UM'TATICNS FCR PRESSURE RATINGS AND ANXTA/UAI PANG LLIJG7HS INDICATED ON 1765 01 4 ?raw SNLL 8E AN/MAINE . 9. 1T SHALL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY TH£ SOUNCNESS OF THE STRUCTURE WHERE SHUT IEX IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS S7- !UTTER .S1-1ALL ONLY 6E A TTACHED TO CC.YCRE7T BLOCK 01? w000 FRAME BL ILDHI.CS SHUT 1 EX 14 NUFACTURER'S LABEL SHALL BE PLACED Ar BOTTOM OF EACH PANEL MSEL SHALL READ AS FOLLOWS: EASTERN METAL SUPPLY, INC. RIVIERA BEACH, FL UAW -GAGE COUNTY PRODUCT CONTROL AFY'ROLED. ( /ii[iEcoINC.\ T7LLIT TESTWO 4 (7-101 EER1N0 COMPANY 83.3 fL w: Jdtll CRT Sa 217. Lex7i1 G A:E S ft S 31141 Phone : (301;471- /330 . For : (JA!)071 -WJ31 £8 0006719 WALTER A. T7WT Jr. P. E FLCY?1C.4 Ue. / 44167 0.050' PERFORATED BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4266 M£ST ROADS DRIVE' RMER4 BlEACN, 1Z 33407 AM Ft DAM XII Ma 1 4 w M1AMI -AIDE COUNTY .41f AS SHOW SOIL[ IV DATE 01 -251 DRAWIN0 No SHEET 1 OF 15 --1 504' o I COMPONEN TS -,/ 257 o . II pp roved as cozo ptyiog wit Florida Boldiag ode Da t O NOM nl - 110 - 1 .0 I11 l am i Didt Prodati C.2 Dins By 7 .l�..I i • f4. r 1 C L. C I - ., '1 0 . \''' s ` Ili 0 ' 1 ‘5 . — I 1 ----- 1 1 , • - 4 <:-.....„—..........----- AY . I VI. ..............,.., ..,,-_,....-.. .1. __,....■ ■•■•■ ■ ...•••■••• . r ...... -1.. .. 1 tl P. ivit _ I _ e.‘ --......., 1 —_, ., C ‘ t ck kj" ---..,..., ci t 0 ' 11 P 4 1 t: 1 ) T‘I 1 0 _ \ tV' ..■ •••1■■•,,, • L. r Ac K a f / z 2 : ( !cr 'd.. ,41 ` • • fao r6 pi& SCALE, t APPROVED BY, DATE / Fcnodn LeAL: DRAWN B 4Sc F REVISED 576 /ye: s li t . 41 N I: p i / cf . ) IRY,5„,,BER 200A U.G. SERVICE 15.0 N.E. 98 STREET SITE FLAN 1 " =20' 4' CHAIN LINK PENCE SELF CLOSING SELF LATCHING 1 GATE POOL EQUIP 1 ' 1 - CONCRETE DECK RETURN INLET AT FLOOR TYP. OF 12 AUTO PILOT VENT SKIMMER EXISTING RESIDENCE d O MAINDRAIN • MAINDRAIN 300W 12V LGT Zoning i a A pproved 1 1 -� erro 5c & e/g` :� %-ne..kt /f re _C{ z { +tia� 2" TILE SWIM LANE VACUUM 45' WEATHERPROOF GFI RECEPTACLE LOCATED 10 - 20 FEET FROM POOL WATER EDGE FOOL LAYOUT 1/4 "•1'0° SPRAY HEADS AT SURFACE TYP. OF 8 300W 12V LGT A v,�i EXIST. SLAB SKIMMER - N 8' a vI i±1 2 - / I SNEEt 1 ELEV. TOP OF POOL WALL 102 DEPTH OF POOL 4.83 ELEV. TOP OF MAINDRAFN 531 FLOOD CRITERIA 6.0 ELEV. TOP OF MAINDRAIN 531 POOL IN FLOOD CRITERIA 0 .63 LESS 2'0" HYDROSTATIC VALVE -131 SLAB THICKNESS REQUIRED 6" SURFACE AREA (SQ. Ft) 512 VOLUME (GALLONS) 12000• TURNOVER (HOURS) 10 PERIMETER (FEET) 122 DECK AREA (ea FT.) 610 Q 0_ tu g c ei " I --111 r 0� Gt �Q 0 Q E U 6 " THICK SHOTCRETE WALLS REINFORCED WITH • 3 BARS At 12 " CENTERS BOTH WAYS F.P.L. METER 1- 2P -20,4 1- 1P -l5A _L- 0 200 AMF PLUMBING NOTES: 6" CERAMICS ELECTRICAL NOTES: WATER LEVEL MAX. 1:7 SLOPE 0 MAtNDRA N 6" THICK SHOTCRETE FLOOR SLAB REINFORCED WITH " 3 BARS AT 12 " CENTERS BOTH WAYS. POOL SECTION NO SCALE 2 14 THWN +1"127HWN 1/2" CONDUIT HOUSE JUNCT ION P /12 ANEL O TIMER 110VV BOX 3 4 '12 THWN IN - TRANSFORMER 1/2" CONDUIT 4 1 HP PUMP THWN IN 1/2" CONDUIT ELECTRIC RISER DIAGRAM RAM NO SCALE I. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4 CENTERS WITH CLEVIS HANGERS. 2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 3. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL PRESSURE PIPING 1 1/2" DIAMETER UNLESS OTHERWISE NOTED. 4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS. 5. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. 6. POOL VACUUM SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 12 VOLT POOL LIGHT TYP OF 2 NOTE: PROVIDE '8 BARE COPPER BOND WIRE CONTINUOUS FROM LIGHT TO POOL STEEL. (2 POINTS 180 DEGREES APART) TO DECK STEEL (WHERE PROVIDED) TO EQUIPMENT BONDING. 1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH FLORIDA BUILDING CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM WITH THE FLORIDA BUILDING CODE. 3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0" OF POOL'S WATER EDGE. 4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB- MITTED AND APPROVED SHAMING EXPECTED AS BUILT CONFIGURATION WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. STRUCTURAL NOTES: 1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2. ALL. REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 P81. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) 81-IALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 P61. 4. THE DESIGN OF TI-I18 PROJECT HAS INCORPORATED A RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. BRICK OR STONE COPING If 1 1/2" NYDRO6TAT1C VALVE SET IN 3/4" WASHED ROCK BED NOTE: ELECTRICAL SERVICE 18 ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD. 1 1 5 BAR CONTINUOUS - 4" CONCRETE SLAB all'-7. 10/10 W1`1.R SLAB SECTION NO SCALE SOIL NOTE: AIR RELIEF VALVE 1 I/2" POOL WASTE RECIRCULATION PUMP 1 1-1P, 15 GPM AT 60' 7DH SELF - PRIMING - \'/1 EQUIPMENT ISOMETRIC NO SCALE MIN. 18" BELOW WATER LEVEL ( 0) 2"3 BARS ACROSS NICHE BASED ON A VISUAL INSPECTION OF THE 61TE, 801L CONDITIONS, ROCK AND SANDARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 PBF. HOWEVER, IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER 81-1ALL BE NOTIFIED. POOL FILTER WITH 120 SQUARE FEET OF FILTER SURPACE AREA MAX. PRESSURE VELOCITY LESS THAN 10' /SEC. MAX SUCTION VELOCITY LESS THAN 8' /SEC. POOL WALL STEEL 1" NON METALIC CONDUIT TO JUNCTION BOX LIGHT BOUY BOND WIRE TO POOL STEEL UNDERUJATER LIGHT DETAIL SCALE SAME SIX AS PUMP SUCTION .G� TO OE ACCOMPLISHED BY OTHERS. POOL BARRIER REQUIREMENTS: THE POOL SHALL BE COMPLETELY CIRCUMSCRIBED BY A FENCE OR BARRIER IN COMPLIANCE WITH ARTICLE 4242.11 OF THE FLORIDA BUILDING CODE. ACCESS THROUGH THE BARRIER SHALL BE THROUGH SELF CLOSING, SELF LATCHING GATES COMPLYING WITH THE ABOVE INDICATED ARTICLE. IF A PART OF THE HOUSE IS TO BE USED AS THE BARRIER, ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2011 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dB A AT 10 FEET AND 18 EITHER HARD WIRED OR OF T1-4E PLUG -IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR IS OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO LONGER THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR SAFETY NOTES: CARTRIDGE 5 HP HEAT PUMP MAINDRAIN DETAIL NO SCALE NOTE: STEP STEEL NOT REQUIRED WATER LEVEL WEIR CERAMIC TILE THROAT POOL WALL 1 HYDROSTATIC RELIEF TUBE. ONLY ONE REQUIRED 1. A PERMANENT SAFELY WARNING SIGN SHALL BE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/NSPI -5 -95. 2. THE WARNING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL INCLUDE THE FOLLOWING STATEMENT: "THERE IS NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT I6 STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPU)." 3. ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL AREA SHALL BEEQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN THE POOR OR ITS SCREEN IS OPEN. 4. THE POOL AND /OR SPA SHALL NOT BE FILLED WITH WATER UNTIL A SEPARATE PERMIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GATE. 12" 12" 12" 12" 12" STEP DETAIL NO SCALE ADJUSTABLE LID "IR SKIMMER DETAIL NO SCALE CONCRETE BASKET (MIN 15 SQ.IN.) r SUCTION LINE LOAD CALCULATIONS: TOTAL = 36100 WATTS POOL LIGHTING = 600 WATTS TOTAL = 31100 WATTS FIRST 10 KW AT 100% = 10000 WATTS 21100 WATTS AT 40% = 10840 WATTS TOTAL = 20840 WATTS AIR HANDLERS = 15000 WATTS HEAT PUMP = 5500 WATTS POOL PUMP = 2500 WATTS PROVIDE SCREEN MESH AT JOINT 4 RISERS AT 10 " EACH CP ZONAL 2" TILE OF CO14TRAS 'ING COLOR GENERAL LIGHTING4 2500 SQ. FT. x 3 WATTS / SQ. FT. = 1500 WATTS APPLIANCE AND LAUNDRY ROOM = 4500 WATTS RANGE = 12000 WATTS DISPOSAL = 800 WATTS DISHWASHER = 1200 WATTS REFRIDGERATOR = 1200 W4776 DRYER = 5000 WATTS WATER HEATER = 4500 WATTS TOTAL = 43840 WATTS / 240 VOLTS = 182.61 AMPS cry VENT DETAIL NO C L E POOL DATA: TOP OF POOL OR SPA COPING, WHICHEVER HIGHER HYDROSTATIC UPLIFT NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM 6" AT THE SHALLOW END 70 THAT INDICATED ABOVE AS SLAB THICKNESS REQUIRED. VIL 1229 PA R P.E. 2002