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_5cc� %.• /moo' SKETCH OF SURVEY Lot b MIAMI SHORES' BAXVIEW aocordsnngg to the plat thereof recorded in Plat Book 4O at page 16 of the Pub1 io Record: of Dade County, Fla, Order 1519a 5 Sept 1951 P'.H. 1413 Soales shown I HEREBY CERTIFY: That the at Ihed , '"SKETCH OF SURVEY* of the above desort - ,c9ROty is true ki) and correot to the best oi) p /1016)flAaKoand be) set, as recently surveye ' .� vlattecR my direotion. ., , t A . .; -�' AilitawS t ry , a So wo e Regiateie,1d Su'rvejlor, 1602 s'C�1z` ,?1ofda' - r s ' Z C S ' C �MY.��A.�J t G.''_ J ..�d 4 L., r.:' 1 Cx:5 " '. • *;1 CONTRACTOR SKA` .- vERtF.Y- AtL= 9fM£NStOttS, -ANO ` eerE'S =bE eelte PROCEED110 3- wrrpt 'Tt[E V1IOfYK;n t *ti_ AEL' 111(ti A`I� 'Gt4 9sR01 R'f'CvOip'Tf�L:' , - CwS�gAt. G' 9L 1! VFtt4E' 3. T t'{ KAcT . %THE`CO1�P,ti,ET{ONQ +R`1'7�F tMC Also i'R cY./►Y, t'. CiAtIONStONS " .. .'INOT. z1S; 3E FOR1i;,FROCECOOLG" y ( oRK k r t AI.1:"CtfiAWUMGI Ai 'T� A'RQPERtCY'L?i 'i' , E1Ap K' !iirEC -- •Sr4q -S ,RgTIA N, X0: j AT .: M? c j°4'. ?4ttQS1c tT17, 11- i 11 • -• t -.-- -- I ►--, ----,1 —,l I I--, 1 ---, I1 1 1 III 111 111 I . it 11 1 1 11 1` j 1 _ 'iJv�+]II -rf-, . 1 •I 1 1 1 111 — 1 i 1 1 __ 1111 __ 1111 __ IHH. 1 1 1 I 4_1i A i J _I v . ;—, ' -1 # / rn " ' ' .1 ,/ r 1 1 1 1 : 1 z c k1.0= v v -�-�- 4 T — j T1 __ v v ' 1 ! 4 v t - -i , T'-. i 1 ' 11 1 11 IH 1 11 i , = .—. inn it v�+ I C �P 1 1 I ( 1 11 1 fl ■ .: tT17, • r )E I I 1 (-1 1 1 I I 1 ( 11f1 111 Illf" 1111 1111 1 I I 1` j / J I II 1 1 __ 1111 __ 1111 __ IHH. 1 1 1 I A v 1 ' -1 # / x ,./ I / 0 Fr : 1 z k1.0= -�-�- 4 T — j T1 __ I 1 ! 4 v - -i _____,..G T'-. i ' 11 1 11 IH 1 11 it y tT17, 1 I 11 1 I I 1 ( 11f1 111 Illf" 1111 1111 1 I I 1` j / J II 1 1 __ 1111 __ 1111 __ IHH. A I A 1 WA : 1 z k1.0= -�-�- 4 T — j T1 __ I 1 ! 4 - -i _____,..G T'-. i ' 11 1 11 IH 1 11 it y C b - DOOR CROSS S.CitOW - TRACK SHALL BE SECURED WITH 'TRACK BRACKETS FASTENED Z■ PRESSURE TREATED 2x Co WOOD -IAMBS WAIC«I SHALL E . ARCriL:LD 10 GROUTED REINFORCED MASONRY BLOCK WAIL OR CONCRETE COL UMNI Wail; 3 / DIA PHtLL 1P5 RED VLEAD ANC HO2.S HAVING-% A PEKE OF l � /`` AND A SPAC.II`& OF 12" 0 . C . - r we. Bt.00.K W ALL CELLS SHALL BE REI NFURCED WIT +. FOUR S RDD5 • 1 � 2I/E' -•7 Ti;ICK ; SNIPLAP SECTION DESIGN OPTIONAL 1,Z POLYSTYRENE FOAM INSULATION WITH LAMINATED PAPER BACkE 2 FOR BUILDINGS z , - ------------ ONLY CONFORMING TO Se- SPEC 3505 3.13.3AA .049` FORMED GALV. PRIMED PDLYE'Srza. TOP COATED STEEL END 'S 1---- DOOR OPENING W t WOOD DOOM STOP .)AM3 it. HEADER DOOR DETAILS \ 4 A O D • 0 r 3" TALL STEEL O -BAQ OR Z x4 WCCD RE STRUT .0i9"MiN ROUE) FCRMr'D FROM 1.107 DIPPED ;GALV. G -(D PER ASTMA 525 -81 PRIMED * PCLYESTEQ TOP COATED STEEL. YIELD STRENGTH OF 37,000 P.S, • 034 D 1E FORMED GALV. PRIMED POLYESTER TOP COATED . STEEL CEhrTE.R ST 1 LE LANDED TD DC O2._ PANEL WITH RTV SI L l CONE. ADHESIVE PRESSURE 'TREATED Z x C /..100D FEZ S FJ C SPEC 29 ti 80TTO1''\ ROLLER BRACKET FASTENED t;) tTli ..I 4 ,'-G SKEET METAL SCREW-5 c REO.'D PER BRKT 3" T W GA.- -GALV. STEEL REUNF 0 -B2. ONE RELI'D PER DOOR SECTIOi4 FATENED "/ 14 XS %s SHEET METAL 5C W. IWO 5CR '''S RECD PER STILE. DOOR LITE.- MAZ'L e DSB GLASS LITE FRAME RET-- MAIL PVC. LITE FRAME -- MATT- PVC - DOOR PANEL MATL .D19 GALV. STL. EMBOSSED PAI.:EL DESIGN i WCODGRAIN SMOSZI4 SUR END STILES FASTENED WI BUTTON JOINTED CONSTRUCTION EXTERIOR. SIDE ONLY - 4 PL Ct END t CENTER STILES ARE FASTENED W 1TM BUTTON JOINTED CONS'T. TOP z &:TTGM ONLY' 2 PL. ACES EACe -i i 0 0 0 I � u \ 27 1 f 1 a 3" TALL ZJ GA. G4LV. STEEL RE1NF U -BAR (2) REW4 PER SECTION ARE. OPAL FASTENED WtTh I4 ) 7L6 SHEET METAL SCREW (2)SCRLr15,,,,RT^'D PER STILE L.050"it 1.407 h x2, EXTRUDED TEMPERED ALUM OM ASTRA AL RETAINER FASTENEp W1Ti; lit 8 x 5,0"CG SHEET METAL TE . SCREW Al 24"0.C. 'U' SHAPED BLACK VINYL ASTRAGAL TOP ROLLER: BRACKET FASTENED 46 V 41 .14. x /a L6 SRE.ET METAL SCREWS (4) 'SCR E4) S PEE' BRKT - % SOMER% YFt.Lij PINE 2x 4 Mfr- TRO55 - r ?R EVERY OTHER SECTIGN RNA THE SGTfBM OTHERS GET 4141 pat SEcT1oN. FASTENED AT EACH VERTICAL S,31.1VV ' L4 - 2O s 4" LG M.X. ;AO. 'MACHINE SCREW .WASkER, '' (SEf ti,ZoYE BECO.�l p C 5EE t .tLOw\ HINGES ?ASTEI`:ED WITH 4-t4 x /e' SHEET METAL SCREWS — CENT ER H INGEST 4 SCREWS REVD END Htt`GES G SC2LUS 4. PTIOL1AL Wtt.ZocaJ . LITE THE LaCATton! f KomOER oF Lt 54" - t08" 4 PANELS 9') i . ,-IOC• 1 77 21" f 2" 1 96," 1 LSEE tloT E BELow 49" 49" 47" 4 192" 192" a 4 PANELS 14') 4 47" 6 FAAKE.LS 1G' NIS 3 FIVE PIN CYLINDER LOCK ATTACHET TLS CENTER STILE WITH Z WO 10 A la LONG TAN HT� MACHIRE SCREW. ENGAGING INSIDE N61;:fr LATC*+ FASTENED WIT44 FOUR t0 K l 'LC1 FAX WAD SELF TAPPING SC..REItiS. BOTH 51DES LOCK aAK ENGAGES 11; *►IS HELD tN POSITION BY LOCK BAR GUIDES.. MS Lava TOLERANCES Unarms wad Ouhwmwm. 40 .01e 400 - 2.007 Promos s r. Omnas �tX' MAKE FROM NEXT AESY. WYERCEOES Smug sad Com.onoa Clops, Coipara,ow u AVM Maws Th.-. rt�a.rs .....cam fillatma 6w"a.o lama are tar .mm pvw.vt. al Chow. C....muow sr very war er eop.ow.we w arty loam tawmow rs Innate iUIERCEDEO B o.w.,l.ow. NDTE : S' —O" 1-U DOOR 5440ts1 M HAS UPPER t LOWER /I- SECT ION MC OTTERS I S" SECTION : - r-0" RIGU DOOR NOT 5(OL M hh5 FOUR II" SECT ION15 APPROVED SOUTH FLORIDA : UILDING CODE DATE , 1 . • i9 9 j BY r _ i..• PROD•CT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFF :CE/ ACCEPTANCE NO.Q/ ! 4086 7• � Sv �E (5EE NOTE. 81✓ \ oPTto►sat. it1S►OE moua3TEC �PR,aJ& Lostilta suet QAT uoL Cal PGA OcdR FASTEi ED w/ FoLA • -20A 5/e1. MeX i-t11. MACK. SCRS. l LoCct NUTS. OPTIONAL V Ek - T NE LOCATiO)J I L mBER. of ciUTS ARL anPTCOWAL r � v Era1 FASTS J D To pAU�. ALUNtU Uht "Fop'" RWet3. NOME Oett JUNE 77.1.195t1 ORAWN �r t ORTcN CaECKEO ar iL 4 R� r'*' Z 1' 1 d 21" 21" 96 9(', i 601-th (4 yew. MODELS �. Qx • 30 I s 4 i I t G POR \E,ONTAL. ANG\ . os 1 z w y z R \ VS \ V - RD TRACK t- S AOUL.OER CPARkA G DOLT 4 : x 3 �a \..1AstkERt Vta NvT J VERT. ■NGt� T1 6K7 (E6 -1) GA. (.08G) •1 GAt..,vANtaEO \thSN is - - . OBb Y ly .u y . E7(76 r 7' -OH 4 5 ST RN l EP 7 EA L.5 t tJ CASE 141=R0Z.IJ RR CE. 3 " - to • I t T ///7//7/ . RFSmENTt RL TR.\S METRIC • - 1/4" DtA 21 cA tZTPA... "Mc; CK . Is" OR 12 R .OS It vlar CI P GALV. STEEL. - TRACA 6OLT - ■vT Y4 aO % (a ) REG' D SPLICE' PuATE GALV, STEa.- R \ ETC Efl TO o -rot.;\ TF.ACI< Ca) PL.s,CES " 1 =Ave P)\\WT t. \\JETTED PI..ACES . T TRACK ( 8'o' hf door Onl tSfECMCAL... TRACK .055 \-19T p\P GALVV. S CEtL v� Z �Z� *5 Mare BRtlKT R1VE.T'TED (Z PLAGE5 To TRACX 45 Mama T RIvETTED (4) PLFCaS TO TRACK; o Q 0 0 Top ROstFPS SK- Y1G _ /t4- t 2 GA (. \pi) STL . W/ GALV Ftt� \S!i 1G GA. (.0C.0 GALV. Fl■ls\-k TRACK B c .ET To 7 FgsTEnED \Au _ LAC) SCREW - SEt. WIES 6RAC.KET .075 - r"vo W/ GAl,VARJ1 W �IN�St; .00- 2.011 .000 - 2 .00'1 Fineman s. AAE swot. NEXT AUT. surEwCSDEs surtACEOED IT NONE RESIDENTIAL GRRAGE D: De �T G / t /87 om*w IT TyOVTSEy t r 224 C UGES .O4q, Z1-tK W/ GALVS■NIaED " 1 MOTES: ! 0 a: x. G PRESSU TRE.ATED V3030 SAMLS S\All OE ANC\AORF_. TO G AE\NF'ORCE1> INAPtSO■R■t 61, OCK WPU OR CSJNCRE.TE COL'3 3 \JI l i0` CIS. 13 N1L_ REnNE.A4) ANCAORs I,A\1\NG , Ei\ISTAAT \O\J OF t`2.. �► SPAC \NG \2 O.C TVZ 6L.00- \MAL s1Apt u.. as.. . \NFpACEJ \.1I O.)4: S t3PAS. 2> DOOR 1..001<\1vG OE\ \ CE 1\1E. C?\tv c�IL11\10ECk LOCK VI\T1A INTER \OR M4vNTE 1Li; - vC.u. OOU6LE LacK 6P-tP B ENGAGE TAE TAAC.t� ©N egicA S vzE cc T\aE DOOM, • 2_0 GP.. C. ` ) WI GALV, FtNt5\A 1 r 3 ya wss.a� 003, wet Oaf • a' x4 w000 sr r 4I MO u..wo. - L. 73,;13, 50 F,I►,j APPROVED AS CMOPLYNG 1h'ITH THE SOUTH FLORIDA BUILDING CODE DATE &J 19 Q� BY PROD 1 CT CONTROL O1VISLO BUILDING CCM:. COMPLIANCE OFF.CE ACCEPTANCE NO. 9/- e'f2Q t 3 114 1 METROPOLITAN DADE COUN I Y. `i_UF1Iu /' ' METRO(iAOE Chairman Bertram S. Itfirha... T ice•Chairman /1.0 Lat:errr Members Runald .1 gee lames .{raj George Berlin Tomas M. Block La irence .L Barton J 8ndij Oscar Brennan /ohm Calptnr Eduardo Canter Jorge de la rornente /l. Carlton Decker Arnold Goldman Richard M. lformn Dante! Le'.i, John Lindstrom Prier, L.u" e Joseph tfokher. Sr. lames Po. er William Riln Armando M. Ri;o lllurmaj L'mrrhack AltrrJ t d RuJ■ Witham: Board Con:ulfans luhn Pijtonno Sea /f Charles Danger SanJY tt4tnreb Gil DiamunJ (305) 375 -2612 PRODUCT CONTROL NOTLCE_QF ACCEPTANCE Seaview Industries, Inc. 3750 N.W. 46 Street Miami, F1. 33142. Your application for Product Approval of _A if.I.m or Stpe1 Stamm Plan914. under Sections 203 and 204 of the Sriuth Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Kn evich & Associates al with drawing No. 22 - 12.5 datQd_3 - 2I - 9Z has been accepted by Product Control to be used in i.he Unincorporated areas of Dade County under the Specific Conditions set forth on pages 2 -2a and the Standard Conditions on Page 3 ACCEPTANCE No.: 92 - 0506.6 APPROVED EXPIRES Nov. 9, 1992 Nov. 9, 1995 APPROVED: November 9, 1992 -1- 1` " METnO.DAOE CENTEs7 80AR0 OF RULES AND APPEALS SUITE 1010 111 N W, tsl TWEET MIAMI cLOC110A 33129.1974 1305, J75•299, Gil Diamond, P.E. Product Control Division Supervisor "PLEASE NQTE`• THIS IS THE CQVERSHEET. SEE ADDITID.AL PAGES_FORUSPECIFIC Al {Q GENERAL CONDITIQN,S HOARD O£ RULES AN APpfAt S NOTIS.F� O£ ACCEPTANCE This application for Product Approval has been accepted by the Metropolitan Dade County Boaru of Rules and Appeals to be used in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. Charles Danger, E. Secretary Metropolitan Dade County Board of Rules and Appeals NS2TLCELOE_ACCEPTA CE : S .eEC IELC _0NI2,ITIOHS 1. This approval covers aluminum or steel 2. The panels shall consist of 12" wide s forming 1 5/8" deep ribs and shall be aluminum alloy or steel as shown on fo 0 a a -2- APPROVED EXPIRES storm panels. heets with Qrf'7 fabricated of Ilowing schedu 7 e -laps 3003 -U15 le. Height above Grade (Ft.) 0 - 5 5 - 15 15 - 25 25 - 35 35 -55 55 - 75 75 - 100 100 - 150 150 - 250* 250 - 350* PANEL SPAN SCHEDULE Aluminum ( +) .04" .05" .063" 9' - 2" 8' - 2" 1' - 6" 1 - 1 6' - 9" 6' - 4" 6' - 1" 5' - 10" 5' - 5" 5' - [1, 9' - 2" 8' - 7" 8' - 0" 7' - 8 6' - 10" 6' - 7" 6' - 3" 5' - 10" 5' - 6" 9' - 9" 9' - 2" 8' - 6" 8 ' - 3 " 7' - 11" 1' - 7" 7' - 5" 1' - 2" 6' - 9" 6' - 4" 1 Steel Gauge 20 J 18 11' - 11" 11' - 0" 10' - 6" 10' - 0" 9' - 8" 9 ' - 3 " 9' - 0" 8' - 1" 8' - 0" 7' - 6" 13' - 1" 12' - 3 " 11' - 5" 11' - 0" 10' - 3 " 10' - 3" 10' - 0" 9' - 1„ 9' - 2" 8' - 10" *Provide second row of fasteners at 12' o.c. staggered for installations above 150 feet located as shown on vertical sections. G 1 Diamond, P.B. roduct Control Division Supervisor METROPOLITAN DADE COUNTY, FLORIDA METFtOOADE Choirrnan Bertram S. Iibrtha■r tiet•Choirrnon 11 Lasseter Member-1 Ronald .1rrr b Arias crnrce Berlin Thomrtt .19. Black Lau rent, .1. Rnrton Ted Snell; Ott o/ Brennan /rdtn Culprnr l.rrke de la T ,nacre II. Carlton Orller Arnold Grldnv,n Richard 31. Horton amid Lentil lohn Lindsln,m Srnen Lime l MLdhrr. Sr lu /}nr,► llilliu+n Rile Board Cunrr,tianr /oh.r Pirr. trim . Staff ('r..rir% O.,rrt•rr. S.rn,lt 1 Gil Orrr,rr.',u/ ggEth METRO-DADE CENTER Bonn° OF nULES ANO APPEALS SUITE 1010 In NW. It STP Er M lnl.u, FLOnIDA 33118.1774 (305) 375.2981 (305) 375 -2612 NOTICE OFJCCEPSANCE_I ST11t1D1l.R12 C_4NULTi42iS 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test reports 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 grounds 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. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors; unless otherwise noted in the Notice of Acceptance. The prints need not•be re- sealed by an engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. 1 Diamond, roduct Control Division Supervisor METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE Chairman Brnram S. 143rsha c Lirr•Choirman II Lesson, .11embrrs RunalJ .irrr lows Arias George Berlin Thomas M. Slack Gerson,, .I. Rorton Trd Bnalis Ouor Brrnn,n lohn Culprn, !wile dr hl T,rrtrnrr II, Carlton Ortkrr Arnold G,lJnron Rh hard .N. /(orlon Dank! Crass lobe Lindstrom Strtrn Line lotrph 'lolh Sr Amu lin,rr itilliom Rift, 4n4ont /o V Ri;r, Minna) L srrrhat k 11(rrrl I1; t,hn tit Ro,l, 11 }/A111n1 Board Can nrhani /„los AI oh I Sro/I ('h,rlrt Oaavrr Sondt I - Gil O „h at VIP METRO.OAOE CENTER eonnp OF RULES ANO APPEALS SUITE 1010 111 H W. 1st STREET MIAMI FLOn10A 3-3128.1974 (305) 375.2981 (305) 375 -2612 NOTICE 01' ACCEPTANCE: STANDARD C_Qt)DLTLQ1IS 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test reports 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 grounds 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. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors; unless otherwise noted in the Notice of Acceptance. The prints need not•be re- sealed by an engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. 1 Diamond, ` . roduct Control Division Supervisor , , , PANEL SPAN SCHEDULE - 144T AeaC,VE c (FT) ALUt-011S1 UM (t) - STEEL. 6,4L16,E., .04 i . 0d .0(.03" 35- 350 o - s /1-. ii 4k-2. 9 10-11" . 1.-t'i 6. - is L ' 0 &'.2.11 s- 711 C I L 21 11L01 li 51 1 S. ..... 2. ' 7/-4 5 aLe) id--4'I 11 2..5 - 3E. 7L t' 7 e S id 1 I 3 (;. 9 7 7L1 /Le id_ gi . 5 75 • V-4 42 7 91_ . 1 1, 3 ,0 75= 100 . &-1 411-71 7L? ‘9 10 100- Igo '---loi 6.I-I 7L 5 L- 7 4 qL7 1 S0- 2.50 6 S -41 6 6 0---d 4 250- Sej 1 11 5 -1 6 7 i 4 a- Lo FASTENER i-lEic _SCHEDULE .SF1•4 0- 35 • 35- 350 ■•■•■•■•••••rumpamm7.1•••••••.minrIrioulort U•wir■le••••r•snolriwor Um immisra mem • t 's fIF.P140 PROOIXTS eal 0. FOC 1.-CrAe-1 PINS la! HoL.s. M Oz.. :.044- 0 LOCK RAIL ( 6063 - T6) FULL SCALE 11 ••■•••••■• ••••••=1.1111M• ()PANEL ( 3003 - H16) 140t..rve 1•111111P Ammo■••• 4.4./srre 4u poc. taX.KINie, Pnr.115 1 SECTION A-A 1.75 0 LOCK RAIL (6063-T6) FULL SCALE 1 1 vAX4g6 6r..41ZIPUL.4 1411x ZE'%V6. 1p4 1 }-r.a.0 - rotimriNi OR %sr.lt.ix GRIN/M. TINS (6F FAsTE.3.16,x. 44.14E47111..z) h. 11111=111 MOMS 1 - 1 11 •••••••111.= 10 • 1 1 1 o 1 1 1 lol 141 Li 1 _1 t _1 OM • oF'F-1 \\IIPTi 1 1 1 140r1INAL., 1'T4 N \\11-101..g. e.e-r • L_4.1 NG P•04.4. O e 1 0.4.. 1. ..11■11•411.• 1 4 11 ›12 , 0 i larrAx l TAMpN 12-Co OIC V4. S're 131?..1N 1■1 STORM PANEL ELEVATION 3" l'-O" 3u= t 1 - 0" ' t FULL SCALE N.T.S. t_ l 4.1 • '• t.25- . . . @LOCK • RAIL ( 6063-T6) L76 _ • • 1. 4 ae.. 'Foot Lcc.x. GENERAL NOTES: A s>.)c4 1 _ ery .4965 r TYPE -ryrepr' . a ® LOCK RAIL ( 6063-T6) N.T. S. 01 VERTICAL SECTIONS FULL SCALE 1 .C.65 1/ (Tyr) i 9 A 41 1. STORM PANELS HAVE BEEN DESIGNED IN ACCORDANCE WITH: A. THE 1s88 EDITION OF THE SOUTH FLORIDA BUILDING CODE. 2. ALL SCREWS AND BOLTS SHALL BE STAINLESS STEEL, HOT DIPPV.D GALVANIZED STEEL OR ALUMINUM ALLOY 2024-T4. 3 . IT SHALL BE THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE STRUCTURAL' ADEQUACY OF ,,THE BUILDING TO WHICH STORM PANELS ARE ATTACHED. . SPAN SCHEDULE HAS BEEN DESIGNED FOR NONrCOASTAL ZONE INSTALLATIONS. 1 2 HEADER (6063-T6) FULL SCALE 1/2 ()LOCKING PIN (6063-T5) 'NM- coNt4r.4- • S. • a - - ® HEADER ( 6063 -T6) FULL SCALE 1 WIC7E. .044 6Pic1 isle.., STL.. ?" 1095" - n7...E.A.TE47 TO 4k/4-ct. e.- 11 .04-t• (TYR) 0 LOCKING CLIP N.T. S. Pg •YPE. 1 E 1 Oit TyrE. c.444t.le-criot..1 ° L( 14A 0 R' 4L. 1/ e teat-. 14$ zvz. 0:61..um Lex...Kiwe ' I I. TYPE `E' CONNECTION' TYPE 'F CONNECTION N.T. LOG) GLAP ale L.C•GiC. 11•■AGI f'11 4>0.41..1- 1 • TYPE 'A' CONNECTION TYPE '8' CONNECTION N. T. S. N.T. S. N.T. S. 0 PAN1r...L- 1 TYPE 'C' CONNECTION 1 1 r -rAm10414. ag. 1'4 i STAJ . Pr-NM P#4.-4 G He.ampoc. 1 /4c 20 ime,„\I STAlle TAMP'S 14 6.141E-1.47■S Osc cierve. 1•46. ( Fotc A.LL C.‘34.114 0 TYPE '0' CONNECTION N TS. PA04.1 N.T. S. mow TYPE 1 G` CONNECTION 1.1.icp Itow 4,are p.zrrwAsER )1/41 1Z tirk4GVi.er&D FOR la.114.1.t.TIC■sr, Art41./G 1c2o tztATEP 4 VGJZ1141.L •12Crte>4 RAIL- 1g93 • 7r.. 77, 7•7 7 ' 41 4 , CONTRACTOR SNA Efitry UL.• . AN,O ,NOTES' BE ORE PRO/C£E0iNG°4KiT'M O TKE„W4RK. ORAWANGS,. ARC THE:PROPERR' `oi?'; The' ARc iflECT AND StIALL`Ac p TO, tit/44 AT Tlilc,'.COMPLETIOt OF TKE WORK. .�, TZ: ".C.^ t Sl,+r• t�A CONTRACTOR'. SHALL.. VER1r'Y•- GiA4Eivsloo s.AiV,i7' NOTES SEFORi:PROCEEDING.VYLTk1 ME WORK: , - ALL'OR AW4NGS - ARE THE PR OP€RTX-.OF: THE ARC►a iTECT • AHO' REV' » NED TOH1.M,AT 'J }E tCOMPL.E1IONt, Of! -1 i W RK.