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Plans 2393 Ocean Breeze Ct (vault) MAP SHO,1T41NG BOUNDARY' SURVEY OF q LOT 6, REVISED PLAT OF OCEAN BREEZE, AS RECORDED INn PLAT BOOK 45, PAGES 51 AND 51A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. a I I � NOTE: THE EROSION CONTROL LISE SHOWN HEREON, I I ) RECORDED IN PLAT BOOK 35, PAGES 59, 59A & 59B OF THE CURRENT PUBLIC RECORDS t^ { OF DUAL COUNTY, FLORIDA, WAS ESTABLISHED II a 4 ' f.4SEMENT�O/'� //`/� =CSS OrPZ Oi"NaT/ QG AS THE SEAWARD BOUNDARY OF ALL OCEASFRORT rN N N .P39 PROPERTY I9 DUVAL COUNTY BY FLORIDAID {{ & f"Fj /O,Q,G/NflFjE .dam' —� R 0 STATUTES CHAPTER 161.191 . F U/7L/T/ES kg /G OO E V 7 ` JI 30.00• n 1 11 1c I F rr N - GO.d/SrAG GO/✓ST/'�L/GrO�✓ I 2 F Cv 1 I � I v� t l N �-- Q s I 9itQ C W /5.00' o '� �� CO/✓TiQOG L/NE I`\ 0 6 W N I (� FOO'NO/t'/RoN RC'YOrNiNl. /its/G79J O �auNv I I" ///ts A'/GFo I' woov wO[Xw,aY aPc s#/G74 W ✓e�oo / 9 3s 253. ' v 22s " 2 II r I: OGE,Qv�f.4EEZ k `� / 'w 1 / ,.v0�= 95Ta/nN9 t o I• p `J W 30.4' 1 151 oF F'Ra.viE W o VN S• n W O Z V 0 p d + ` ORraE. rv1 O U O I II � Q O :2975 AT..r e Q yV Q Z N I V iit +I � �'�• ',, \ \p � (O• t`� io a� o /over �7s`a�� tJ N �— _ //9•t ` — — � ' <\ yy REs7.cr 7 4 W4Gc5 /s S s✓rG J 4 I' 1 �I v ♦nh ,a.c.P,vo 1.1 / /Ra/✓ \ � \ n fouNO /r z.n¢<N �e,-,�?Erle � fo�//•'0 3 �I 1V\ I r �o«✓/6T4J s.eele,14) s t II a '3I IU 2 k C 4 d' f I I vZ to N i HEREBY CERTIFY TO:k/.P f4l5cWIWA^� 4AIOR/-' e PERso�,4/S PA. ' T/torP 777ZE P 7b" q• • BE.AR.INCS ARE BASED ON THE NORTH LINE OF LOT 6 AS BEING Sc/N fjA/J/G 011/JO,PTi-/F!1)i2/JfjA /-/.A. + r N.89`L3'35c BY PLAT BOOK 46, PAGES 51 AND 51A OF THE F I Oirr No. 6G �l � s '1.4'E CURRENT PLELIC RECORDS OF DUV.!,L COUNTY, FLORIDA. I i/oo•, THAT THIS SURVEY MEETS T I - L HiIE MINIMUM TECHNICAL ygf /— ZONE STANDARDS AS SET FORTH BN THE FLORIDA BOARD ply }j`r III • FLOOD ZONE "31' IS THE AREA OUTSIDE THE 500 YEAR FLOOD LAIn FLOOD ZCNE "AC" IS THE AREA OF THE 100 YEAR FLOOD 6.,_:.t 007 �T FN TRaG OF LAND SURVEYORS, PURSUYANT TO SECTION 472.02' If `� RrOr/RGcS/••leN.Nv, 4v q ,fag• DEPTHS ARE BETWEEN 1 AND 3 FEET FLOOD ZONE "CE" IS '�E AREA : FLORIDA STATUTES AND CHMIPTER 21 HH-6 FLORIDA '. 4 .1 OF LPE 'CO YEAR FLOOD, -EASE FLOOD ELEVATION IS 21 F•-T ABOVE ADMINISTRATION CODE. ' } MEAN SEA LEVEL, ALL SHOWN ON FLOOD F—2S RE4ISi,D APRIL 17, 19E9, t k t CO.£".LNITY PANEL NO• 120075 0001 D �ORGF6 F[ooR EGE✓OTroN (/�•9/) ,, H. A. DURDEN pp I 4T/C/TY STEP EGEYOTiON= � 23 I f i` EGE_VAT/Or/s sy6 ws/ n/us.'(iS.9i FiRs7(is rJ FGoorp EGEV .5 J ,, NAT/vN?L lEooE'T/G ✓ERTiGdG OIJTUM O X0/72 4& ASSOCIATES INC. t i " EVIE'lly� FaOFEaalON4L LAND eUfiVEY O t x LAND Jba rvo. {Lpa+Dn � gI iit s UN 1992 T /� N7 S rC'✓EY U���OL9E SURVEYORS J D R FT T Post Office Boz 50670 DATE .ORGfI. /Q 19 9' Tor i t oa South rni,a sveef SCALE: - Jacksonville Beach,Florida 32250 - ! BUfldIf1Q and RIIII(1g 3 z +• e sA/o3ry FiNCG _u! E'r: THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE 3 .I^ w I� i i MAP 5110WING 5URVEY OF � 'LOT 4 , REVISED PLAT OF OCEAN BREEZE AS RECORDED IN PLAT I •` BOOK 46 , PAGES 51 AND 51A, OF THE CLURRENT PUBLIC RECORDS § • � OF ,DUVAL .COUNTY, FLORIDA. _ EROS/ON CONTROLG APP rl I Po/.vT N- 67 y�I�T�,fv C B A H k s.BB•/6'oo�E, cogsrvL covsT,rrucrioN \ -jT i Y ..----p�SETBR CK MONOMENT NP { \ SEP ruua � m EROS/oN co vrizoLc Ilk e-///E Q Q I Fau.vc COOu/N/F 2 `V t Me,vunwE.vr \ ' ��,¢3 35'YIc C .9 6 ' Q FO, CO NC,MONUMENT - i � , ��/ I ' '{ :S BY: ItI fie — STs. R5'BR.. �} {� o W � k1� N '•,���C f�u� 1Sl 1p�� C � � 1 VI If nkE a al p h V I ' tl 'll `-•� `:i44•r�3� (99.16 L . �r9Er /a'7.� ') 45'a sFr '/<"io1 i/z't t II I I � N w � I N• COq S7TAG CONSTRUCT/oN � 1 OCEA/V BREEZE �A �Y h! � �' \N I � EROS/ON CONTROGL d� I O.QI1/E � � COASTAL CONSTRUCT/ON � Pa/NT N-' 66 WJ� �ql 1. v / S'ETBAC.N NfoNUMENT EBY TIFY �=7,47",xF AI 36' EASEMENT p I fJoR S.�ooKR1 TO: Y.A�i /�a li�fAR riS 5"r Ik, /��rRE55E4RE55D.CA/NA4E LGTiu TiFS I 9 • ✓ISED /1 ..5D 19/D �D ��•��//01� /N5. Co. Yi aGAr 1 I $Eia/E.? /t/El'1/ .PEcoo/A/C�' //t/FoiPiK/{T7a✓. T b,/ T 5New aR/vEwAy THAT THIS SURVEY MEETS THE MINIMUM TTIECHNICAL 9g `I STANDARDS AS SET FORTH BY THE FLORIIbA BOARD '}7'p it NOTFsS (_Z) f3E.4/2uO45 A.e6 F3ASEa eN TNG Il`yy ^ I m.98)!r �\� \ OF LAND SURVEYORS, PURSUANT TO SEC5 472.027 b SWO0) TNiS /s Ny CHAPTER 21 HH —EFLORIDA FLORIDA STATUTES AND Ix ?9 NOK TN /N6 0.< <oT 4 45 F36iNG, I ' I Dj )5Ys/ ADMINISTRATION CODE. I I di N89'¢3'as"E y PG ST. � H. A. DURDEN k �3i) /ILL /2oN !�/pES SCT vYE�F YL" I O Cll�g{ C M.JA!oN v,ocs w,TN <.3.� ,A« '� I _-- — �_ 3� ° �IQ , & ASSOCIATESINC PP ESSIONAL LAND SUNVE O O.'�"/7 FLOghOA l ! ,31; N89'sG3'ss LAND DATE .C2rJ[��.y /LCMaRE �� SURVEYORS 19 1 IE V Post Orrice Box $ I o \ 1103 South Third Street 50670 SCALE: 40 3o' Jacksonville Beach, Florida 32250 ,� �� � S.R.G. DC.vo TES Burcavvy RESTR/C%=.,/ �V SE.T y \ I \ A� {J! • L/.vim. N4/c�DU 7Y-GCY:/ON X� THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE. SEAL OF THE A�OUE SIGNED. ItlY �I Z.R I76NoTES /IZ°n/ P/P,� CG.B.�/abs) I CA6t-E T.O. BSER tfl� $�f II I k I I R a - � x :01 I OF f� 1 (I - CABINETS ..... - ' I Kitchen .t 3Go ICABINET: BUTT HANDCRAFTED CABINETRY - DOOR STYLE: FLORENTINE INSET FINISH: PERIMETER:' f �4 \ r t�Px25 + CANDLELIGHT PAINT,BROWN GLAZE&5PLAT(ER,ANTIQWJING,SAND THROUGH ON 4-, ,c+ CHERRY,10 SHEEN TL-H E t1 ISLAND: it r - «G^ NT BUTTERSCOTCH STAIN,BROWN GLAZE, BURNISHING,SAryIID THROUGH ON CHERRY, 10 SHEEN 0 - Ht - ._.;�o. INTERIOR: PLYWOOD _ I — HARDWARE: 5TANDARD SELECTION TBD F _� PELMET: NA rAN �� SU6�zE� CORNICE: LARGE COUNTRY CROWN x k I l///( � I_30A2e I BY OTH FRS APPROVED =N --- co, witlt �T--- CITY OF ATLANTIC BEMCH ''k •i i I — __ 'I �. __ BUILDING OFFICE CONSTRUCTION 4T HVAC IJAN 0 3 2005: FLOORING STONE&TILE I d! '=� — Q SUD•LSf� �I I COUNTERTOP5/BACKSP1-A5HE5 BY: 760 ELECTRICAL r1 Ri. �n ,♦ " _ — -_ LIGHTING, INCL. UNDER-CABINET LIGHTS t j 1 ' 1 I II PLUMBING&FIXTURE5 L APPLIANCES, INC.INSTALLATION ' ——-- HOOD/VENTILATION _# \ / � E /,Pp e j141cK 2 v FURNITURE r c - ' # I = PILkhTE0. DECORATION oVided far@htiecturalror engineering jr §§ use. r - ARCHITIECTURAL ARTWORKS,INC. +; A,i Q COPWRIGHT, �JO i i IfI ATTENTION: r„ fir. i r1LE E?IMGNSIONS ARE FINISHED ,1 DIMt.4SIC,iNS INCLUDING DRYWALL DESIGNED FOR BY ARCHITECTURAL ARTWORKS DAT BY SCALE D G. +; ALL DI EN SN GIVEN ARE DESIGN PLANS ARE PROVIDED FOR THE FAIR 5 2 r¢ N 1 ��' t '®a9 USE BY THE CLIENT OR HIS AGENT IN - t NCOM'ORAIEU RE „ il- r SUBJECT TO VERIFICATION ON �( COMPLETING THE PROJECT AS LISTED WITHIN �-{ IZ L I I✓ L N C , „ $ r I - JOB SITE AND ADJUSTMENT TO NI�I � THIS CONTRACT. DESIGN PLANS REMAIN THE I 1 268 W.NEW ENGLAND AVE. WINTER PARK.FL 32799 II4 FIT JOB CONDITIONS. PROPERTY OF THIS FIRM AND CANNOT BE USED (407) 644-1410 FAX (407) 644-1016 OR REUSED WITHOUT PERMISSION. WWW.IXChOA.COrt1 LIE]o t 'Q M56364-6002 s r TN, w Ix � III ,I , it EI I i �f (fiF} lY va " II CO E I I , I , M� r �l f Ii ,E I L 11L Ee B�I } d 6t2po .7°O eR i P.a.T h,y GW LAPLF $U5AIq 3q R,o.s UTEHSIL Pn �G""Wi?S'3 Ict uaE RoT PTiA s t(t�' - :_._-yp�ICE I IENSlt —UTCNSIL � un' I ^ BR .s'_1it ]roll rr 3311 4rdl 25 Sp 8fl �" 24n 21 10 21Ir 11 3Cc�811 9 II�/8 fi ,x,r 253�8II 50%Za I 321 5313/ _ 84 i, - �' fn 212 =ARCfifTECTURA%LA1RTWOR1i INC. Design plans are not providedI ATTENTiO J: for architectural or engineering�40 - i All) ?!h�ENSIONS ARE ( D USe' I DI'W M !ONS INCLUDIN DRYWALL - DESIGNED FOR BY ARCHITECTURAL ARTWORW DATE BY A6E DWG. ?' ALL DIMENSIONS AND SIZE DESIGN PLANS ARE PROVIDED FOR THE FAIRt 94CORPORATED D NO. DESIGNATIONS GIVEN ARE USE BY THE CLIENT OR HIS AGENT ItsN{IN R �r h, SUBJECT TO VERIFICATION ON COMPLETING THE PROJECT AS LISTED WITHIhT! __ �.1 l/.y _ �t � I Pt H C r p JOB SITE AND ADJUSTMENT TO THIS CONTRACT. DESIGN PLANS REMAIN THE 268 W.NEW ENGLAND AVE. WINTER PARK,F1.32789 FIT JOB CONDITIONS. QPROPERTY OF THIS FIRM AND CANNOT BE USEEP (407) 644.1410 FAX (407) 644-10.16„ ' � OR REUSED WITHOUT PERMISSION. Www•cffCh-aI•com Or.. S W56W-8 2 r _ . g ' Design plans are not provided ARCHITECTURAL ARTWORKS,ING ATTENTION: for architectural Or engineering ALL GIMFeIN NS ARE FINISFIED � JI ®COPYRIGHT. O DIMEP�SiDNS INCLUDING DRYWALL { I i i i' � � n — I i N f i U . ¢ — I tr .414° 4 14n_ _ 24 3� P II I`Fn 4' t i II ,tl� 'I 'll _.." 2_II {A I VV �f ,f I, I 411 l o° 21° 0" 4' _ s 73 •DPEt1. � - f r I I t-- s — � t Irt ;=:—�r- 141 1' ' v p:o:T• CUTLE(i� P,a.P ....::1717 z�tw 700TCI 0.P. k :� w lyi IZN 2711 �Z �21 �u 41n Al 14° 18° 2111 18 Ih dx q I 41 u I I 5l l l}II till `I� j's pLESIGNED FOR BY ARCHITECTURAL ARTWORKS DATE BY SCALE DWG. n ALL DIMENSIONS AND SIZE DESIGN PLANS ARE PROVIDED FOR THE FAIR l0 O AL I NO. DESIGNATIONS GIVEN ARE ��® USE BY THE CLIENT OR HIS AGENT IN MCOI✓P0�7ED RE n / I_ f I�� SUBJECT TO VERIFICATION ON COMPLETING THE PROJECT AS LISTED WITHIN _ isl JOB SITE AND ADJUSTMENT TO NIM BA THIS CONTRACT. DESIGN PLANS REMAIN THE 268 W.NEW ENGLAND AVE. WINTER PARK,R.32784 FIT JOB CONDITIONS. fq�"Tdmm PROPERTY OF THIS FIRM AND CANNOT BE USED (407) 644-1410 FAX (407) 644-1016 www 11 OR REUSED WITHOUT PERMISSION. orch-pd.cornI go $ NDIM64-6002 I`IfI , i 1 ROLL cw Irmo tfi1VFRAl i DEFLECTION CALCULATION SHEET U ( NE THE LOAD li POSITIVE LOAD �P m (, ASCE - : ASCE 7-88: DESIGN LOAD Pd = PSF 788DESIGN LOAD - Pd - PSF z m MLTIPLIER FACTOR K Pd/10 FACTOR - K - Pd/10 Z - In m ( � y U = _ t r I { SHUTTER WIDTH = Sw 1 N SHUTTER WIDTH Sw 1N. IJ n o = . Ia 'i ' I NO. OF STORM BARS USED N = Ct'i�00 R { NO. OF STORM BARS USED = N { � SPAN CONDITION - N+1 = SPAN CONDITION = N+1 - SHUTTER HEIGHT - Sh = IN. SHUTTER HEIGHT = Sh = IN. U n !I I g BOX HEIGHT - BOXh IN: BOX HEIGHT BO%h IN. Z CYI n I < 1 i 111I11i STORM BAR HEIGHT - BL - SH-BOXh = IN. STORM BAR HEIGHT = BL SH-BOXh = IN. Dia 1 ! TRACK WIDTH = Tw IN. ppy: VFCO cc F4 O TRACK WIDTH = Tw IN. STEP Td(� ,( STEP .a'.? In i.. !, 1 SLAT SPAN Ls _ (Sw – 2 Tw)/(N + 1) 1 SLAT SPAN = Ls = (Sw – 2 Tw)/(N + 1) d�w �� 3 - C� f' SLIT FROM CRAPHS.CHECK SLAT SPAN FOR DESIGN LOAD FROM GRAPHS CHECK SLIT SPAN FOR DESIGN LOAD SLIT AND SPAN CONDITION TO MEET DEFLECTION < L/30 OR 2'. AND SPM CONDITION TO MEET DEFLECTION < L/30 OR 2'. AND STRESSES LESS THAN ALLOWABLE AND STRESSES 1E55 THAN ALLOWABLE v !§ a 2 FROM DEFLECTION GRAPH FOR 10 PSF 2 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN - R1 READING FOR ABOVE SLAT SPAN = R1 ft to ^ DEFLECTION OF SLIT = D1 = K R7 DEFLECTION OF SLIT = 01 = K • R1 4In 3 FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUTTER 3 FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUTTER w WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION L( Z STORM BAR 3 - STORM BAR TO MEET DEFLECTION < L/30 OR 2'. o Uj , i TO MEET DEFLECTION < L/30 OR 2'. w { AND STRESSES LESS THAN ALLOWABLE AND STRESSES LESS THAN ALLOWABLE 'I } TRY STORM BAR SIZE TRY STORM BAR SIZEaa Ij 4 FROM DEFLECTION GRAPH FOR 10 PSF - 4 FROM DEFLECTION GRAPH FOR 70 PSF tr READING FOR ABOVE STORM BAR = R2 READING FOR ABOVE STORM BAR - R2 3 w g DEFLECTION OF STORM BAR - Ob K R2 DEFLECTION OF STORM BAR = Db = K R2 MCL in EFFECT ON SLATS = D2 = Db 2 o EFFECT ON SLATS - D2 - Db/2 If ,! 5 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER HEAN 5 FROM GRAPHS SELECT DER SIZE FOR ABOVE SHUTTER � WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION HEADER TO MEET DEFLECTION < L/30 OR 2'.y TO MEET DEFLECTION < L/30 OR 2'. it I AND STRESSES LESS THAN ALLOWABLE. (IF THERE IS AND STRESSES LESS THAN ALLOWABLE. NO FADER TRY HEADER SIZE: HEADER TRY HEADER SIZE: ``' S k I)J 6 FROM DEFLECTION GRAPH FOR 10 PSF 6 FROM DEFLECTION GRAPH FOR 10 PSF fII READING FOR ABOVE HEADER R3 READING FOR ABOVE HEADER - R3 DEFLECTION OF HEADER Dh = K • R3 DEFLECTION OF HEADER - Dh = K • R3 f EFFECT ON SLITS D3 Dh/4 -- EFFECT ON SLATS D3 = Dhi {I U 7 TOTAL DEFLECTION = D = D1+D2+D3 IN. — 7 TOTAL DEFLECTION = D = D1+D2+D3 IN. u �I I3 _ Lsi 1 Ls/30 NOTES: 1. IF FOR NEGATM: LOAD D > Ls/3D EXPIR.ATIO� 7 f._5_ �zoc z •; OR IF FOR POSITIVE LOAD D > Ls/30 OR 2'. < REPEAT ABOVE CALCULATIONS WITH LARGER STORM BARS AND OR LARGER HEADER. PRomx T'i.u�T ROL On �y,, ii 2. DIFFERENT SIZE STORM BARS/HEADERS MAY BE USED FOR POSITIVE AND NEGA°IM LOADS- APPROVED AS `GNAIPLYING WITH THE JOB. BUILDING.COOL COMI'LL NCL OFFICE IIS3. USE ADDITIONAL CALCULATION SHEETS FOR DIFFERENT SHUTTERS ON THE SAMI SOUIR FLORIDA IBUILDIHC CODE ^, Engr. DR. NUMAYOUN FARgOD 9! FIA E ISTRUCTUR 6557 as omplCS 7iogwitbtheFTodds Eli QAT _ 19 n ceepti eedNo 2 BY _ MINIMUM SEPARATION REOD. FROM GLASS oYF - PR�DIWT COT OIY.S OY iG a! _ F ; _ ABOVE 70 FTA OF CMDF UPTORSO Ff. OFnCNRADE O spintioaDe T 4 COMPLIANCE OFFICE - emlDlnc coo II ! n,m •n Vii i nAn niff TO LARGE MISSILE IMPACT „IA I By -_ ACCEPTANCE ND..h'�i�I•Q � � I 4- STORM BAR-TWD SPANS N 4' STORM BAR - TWO SPANS m 4' STORM �� VYTu INSERT-TWD SCANS In a' 67Onn BAR MITN IN6CRT - TWO SPANS .// / i r04 ! 96-52 10 . . I1AT 18 PSF ro; • I 1 9<I'S2 m 6ltII-62 o am .4. ttB D I i I I I I I I �� i + • I a> dd IIHEADER 1 ( I I 1 I I I I BARRN I m STORM a q - iIN.Y. I I?90 � Z1pryI I M !+ m I Oa o + p z �m '. IIIIIIiIIII Wm! I it I � � I IIIIIII lil a �3oN s oq I I I I q I I I I °m3 I i44t I I I I �T uai I I I t I I CX4 oun II m rl I ( I I I I m T , 1 I t ".i t4 m , i ldm _ F 19 c 40 60 00 100 126 148 168 40 68 B0 188 128 148 168 40 60 00 108 128 148 168 l0 60 DB 180 128 id8 168 3 0l o a w ,• SHUTTER WIDTH r IN. - TVO SPANS SHUTTER WIDTH • IN. - TWO SPANS SHUTTEIR WIDTH - IN. TWO SPANS SHUTTER WIDTH - IN. - TWO SPANS t PRODUCT REVISED O SPAS \ . Q to ACCFPTANcr. o. 95•-/o 21.o 1 THE CURVES ON THESE GRAPHS SHOW' STORM BAR LENGTHS Zoo L x Fz Uj z M rXrrntno p . ' If, SEE SKETCH FOR REFERENCE / LLI tri Ld UGILUL':r:CI)UI COMPI.IANCI.OFFICE •Lrd• a# j m } y � I IiUU (-1 (q\'I:COI.111\Ii1pC / 7 l I '0 0' 9AR WITH INSERT•THREE SPANS In A' STORM BAR WI7M INSERT - THREE SPANS m t { m 4" STORM BAR-THREE SPANS 4" STORM BAR THREE SPANS N A• STORM I a 3 Ytn SAI-53 m DEFL. ATIE PSF / I ¢ m 54-53 m BE L. AT 30 PSF m 3 961 I I {ii I I •� 1 i I I ( I I 6401-53 STORM �, a d lJ I ! 661 I ISA3•53 m i 1 30.' I I I t 111 EAR I / I n F { j 11 .� I I ( I I I I i "8 I I I IIII Y3 I - - - ° o0F m i I I I 1 1 m I I I . I I I I I I J I l _ HEADER W 0 VI 7 m i I I I I I I I I y m 1 I I y1_1 I I I I I I I I o e O k q {]{] I I I , I I i I I I I I O w 1 4 J 0p I. 1 I I I Ih- 'IiY Iwo '{ W 6 I I I I I I I eQ I I 1 F~• I I I I 1 c "dd , aN �N I I I. I ai STDRMt 9A I. a. ( Wn . 1 t 6 M B 1 Ti. L N n O f ,j• z Vim : 111 11 I I I Nm9 _ I I 4Am3 III 1 1 ' um It1 ; om I i I I (te I 1 I 091 6B' S I I I 1 m 11 ( I I I I I I I I I 7i o 0 t 4 � , IIII � � I ! IIIIIII I ITA 111 I ,q 70 90 110 x,138 150 170 190 210 230 76 90 ilE 138 158 178 190 210 238 70 90 IllO 138 150 170 190, 210 230 70 90 118 130 150 178 19E 218 23B •�� I fi 11 6HUITER WIDTH IN. - TFREE SPANS SHUTTER WIDTH - IN. - THREE SPANS SHUTTO WIDTH IN. - TFREE SPANS SHUTTER WIDTH IN. - THREE SPANS 5 THREE SPANS aa IIIIsTRU[TVRES APPROVED AS COMPLYING WITH THE, , 3 Iq a En9r. DR. MUWAYOU I :AR000 9 FTA PE 16:57 1 '�, RODUCTRENEWED SOUTH FLORIDA BUILDING CODE 'yi •`r - oidn�Cakwithlh4F1oAd6 DATE. ._ 19 " o Ilky117.0 S X S j «ptdoee No 02- aY L 0 q Itoo D Qd)WCI HIROL DIV!SIOR drawing no, y miDodePtollugC rol BUIlO:NG CODE COMPLIANCE OFfICE 98-43 I . C3IANCE N0, sheet 16 ol_ dC c -03tT.0 1 11 N 3" X 6' CENTER MULLION m 3- X 6" CENTER MULLION N 3- X 6' CENTER MULLION M3X6S1-C I I I I M3X6S2-C N I I I I I M3X6S3-C � V m : I I I .r W 96' I N a I I I 1621 I I N a I I I I I 1no I I I I I I I I u So Ch a s it 4m CO 1. I I ma I 11961 I I I I I I zW ' I aI I N - : I I I 1 I Ll, - : I I I I I I I I I I o_ o N °o H T ate _ I I I I I I I I am9 I I I I E-' u .. � w ~ I I I � , I I I I I I ao ' R � I I I I � I I I I I I I a s r . In In In - I I 10Ei 1 CC { . W to - m I I I I I O to a ly I Wm I I I I 1. I I I I Wm : l i I I I I I vW �^ a -+ 132 d ^', = ( I I I atia 1J. I I z M8 I zIQ I z ' I I a l i ' l l i Om Ste'< I Hm v I I I 11 1 1 zQi a o W ~ t'inm ' Scc' I I Hm _ I I I O ro� ry } o I W I I I I I I W ~ ; EST" I I I I I I d g „ i O o w 3 0 I - I I W I o � 4'r In I 8 _ 1 ( , I I ' I 19 ' ( I I I I I I I I I I I ox sou >,: I I © e I 61 I I I I n Go 7 I I I I I I I I �, � � �D I m - I 16 I i I I r i � {SJ o t , ,n � i 20 30 49 50 60 79 B9 99 40 62 90 190 Pg0 140 169 70 90 lie lag 179 211 230 In ' it SHUTTER WIDTH - IN. - SINGLE SPANS SHUTTER WIOTH - IN.' - TWO SPANS J � I SHUTTER 11IOTH - IN. - THREE SPANS Q o 4 n ICS ti CENTER MULLION END MULLIONi STGR.M BAR CENTER MUELLION END MULLION S7ORM vWi 1` n r i BART CENTER MULLION Tp END MULLION o ' 1 I ;! D _ } fin VL Itm•r s V) , SHUTTER WIDTH SHUTTER VIDTH I SHUTTER VIDTH SHUTTfER WIDTH I LHUTTER VIDTH I H DO 3 W y SHUTTER WIDTH I Ph� \_ i\ • J Q SIN SPANS TWO SPANS Ac r t I r.t .r; •n 111I:I) J I Ci 8 { THR PANS -SCL- /OQ� 0 o IL " InH.urmn _. m 3" X 6" END MULLION m 3' X 6 END NdULLIDN m 3' X 6' END MULLION -- —Z20 , N M3X652 ry - 1i3 ,A'iI N M3X6S1 N '- I I 14ai' I N I Q�u.mvt:t'rnrtt ll•rliry y I I I I M3X653 �j o = 29' I o�ml.l i '' , _ I I I I I I ( I IIQ _ I 2[r'" ( I I I MH.I'rhPl('E � I N : I I I I I I I I ru I:Q II DD ma I I I I I I I I I I � a I I I I I ' 11 N I 4 CO ` I I I I I I 4 DO : I I I ( I APPROVED AS o a °D I m : I I I I I I a a _ ( I I I I sourx F oRla aroMP<YiNG Nc CODEESE ~ I I I I I I I I l i oAr 4un01 5 I I I I I I (b s I - u '' N � I I � I I BY - _ = 185_ I U) c : I. > v I I I I PRO.." r N - C CONEROk DIVISION W t9 y ! i I I I I I I W I I I I I l l 8Uuaxc CODE 4 N I W ' I W QlOfAP11ANE ty I 0. r 14 4 Of N = I I I I o ? l 4 I E OFFICE o z i d ~ = I l i e ; I I I I a I j I 1 4 I I I I I I CCEPIAhCE no. Il I I t I 311. Hm I � � _ 1 1 ' I I I v 'P3 to .-, 1 H m _ I r H 19 I I I I I o i W I I 19 I I I I W O I Engr DR. NUMAYOUN PAA000 I I m a : 1 1 I I I 9• PRODUCTi © I ST.UC7URE5 RENEWED SII I 3 (. I I 1 I I I 1 I CO FIA. PE 1 16557 of eominylly�nilh the Florida 11 2 1 _ ' I I I I ..Ming C04g p 1 �I'Ix I I I I I ' Acce lance { ! � %0 , I I I I I I EIPIfY11nO j 4U OYOYFI•az = Y t Z- 19gg LTi Ri r o I I °- I 1 I I I sa a I I I I At 1 I 1 Byami L) a, , ""� - - • ^ ^^ as r 049 1 eabinn net Cu 1 dr°wing n0. „ A 70 90 110 140 179 290 ' 239 Uiv I C - -- - 98— 3 . • fIn DEFLECTION CURVE AT 19 P5F m SLAT PERFORMANCE CHART U r N8 MAXIMUM FANCL LO/7405 VS. PANS til CI (-VE LOA09) • 2.22q CL m j - I MAX. OEFL. . L/JA0Z m li7 IX . ll-=bIN-4 0LOAOtS N PP/ N51 O bN T O gLATt N I' CO I D N a: {fl rl i Y K. Of LL an i � W T RE PAI z n $ I I � Gy' a < i I p C t p o. o n 00 Q a0 K N C S JNA I414 W '� h N I I I I Z -4 I I l 0nz V4 A C5 . I H 'ELE SPAN m q f I I I I SIN + L S AIY1 � s I a m -)V LO -> E LOAD E LOA ,J n .)V L0� I Q '.. .)VC LO�D )VE LOA 8 .,1721 i..'4/K I" I I�rr. D.DDT. z m DEr'I ECT ION GUNIVC FOR -VE LOADS 8 I W 3 F � �• fStil tl TS1 111110 mill , I .I,.w •I u•, I ..I'.6LAT DC 1 • u.. m , n , + I' v„, uI , I' m Y u Y m y n.., I. u { _ K 20 40 6P1 ed 100 120 1�0 160 180 �m0 220 24-0 20 40 60 80 1041 120 140 Y160 180 z0�0 220 240 > tn � ,i SLAT SPAN - INCHES SHUTTER WIDTH - INCHES CL 3 a0U 8 STORM STORM GENERAL NOTES p ma Cc to 1. THIS STRUCTURE IS DESIGNED AS PER THE O O 1- I# CODE 1994 EDITION FOR DADE COUNTY.. ALSO FOR WIND LOADS SOUTH FLORIDA BUILDING k I I AS PER ASCE 7-88 USING CORRESPONOINI% LOADS. WIDTH AN10E WITH THE ALUMINUM rSi SHUTTER WIDTH AND SAFETY FACTORS ARE IN ACCORD I 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, rl CONSTRUCTION MANUAL' LATEST EDITION. Ir SING1 F TWO SPANS THREE SPANS a. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE � 4. STEEL SURFACES TO BE PLACED IN CONTACTr WAS NOTED. IT �W t; FEDERAL SPEC. NO. TTP-645, OR BE GALVA WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMIER IN ACCORDANCE WITH I Guide to use charts aid graph 5 l A+hIIZEO. o . ANCHORS SHALL BE AS LISTED, SPACED, AS SHOWN ON DETAILS. + Calculate Design Wind Load requirements using ASCE 7-88 based on building ANCHOR EMBEDMENT TO BASE MATERIAL 'SHALL BE BEYOND WALL c §ICN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF DRESSING OR STUCCO. height, exposure category, roof slope and tributory area. ASE 7-88, BASED ON 110 MPH WIND VELOCITY. ALLNUTS u ID from slot performance chart, select span condition as 1, 2 or 3 to determine Uu S. ALUMINUMBOLTALLOY 024 T4 OR 7075 LT 18E STAINLESS STEEL OR C5, OR PLATED STEEL. I fi,`I number of storm bars requiied to meet the design foods calculated above. PRODUCT MARKIP� 7. SHUTTERS MAY BE MOTOR, TAPE PULLEY. ®R GEAR DRIVEN. l ,� •j' <;at� I1, Based on slot, span and number of storm bars determine the deflection of the slot A LABEL SHALL BE AFFIXED ON UNIT AT R14HT BOTTOM OF BOX 8. DESIGN CRITERIA. FOR MULTIPLE SPANS THE (COMBINED MAX DEFLECTION ii a for 10 psf and determine tie actual deflection for the Design foods by proportion. WITH THE FOLLOWING STATEMENT: OF HEADER, STORM BARS AND SLATS S L//JO OR 2'. FOR MULLIONS o o ^! I IC MAX DEFLECTION S L/180. vi I # Enter this deflection in step 2 of sheet 17. 'ROLL-A-WAY STORM AND SECURITY SHUTTERS, ST. PETERSBURG. FL g• ANCHORING OR LOADING CONDITIONS OTH Ln THAN THOSE SHOWN IN > From the shutter height and width dimensions determine the stone bar spacing 'DARE COUNTY PRODUCT CONTROL APPROVED' THESE DETAILS ARE NOT PARE OF THIS APPROVA,IL, ° c < 1 'r? and height. 3 xi Determine the deflection of the storm bar at 10 psf from the deflection chart and r aAPPR0YE0 0.S COMPLYING WITH THE obtain storm bar deflection by proportion to the design foods. Enter this deflection Engr. DR. HUMAYO'JN FROYJ I o � r.in step 4 of sheet 17. PRODUCT Rf.NEwt.n - SRIUCTURS PROD 7i, nE«ST.bUFN; FLORIDA BUILDING CODE Ilf as comph inR•Nith the Florida FLA PE f 16557 ACCPPT,t�:.'ic0. r•i' /OQ/,Q d ,I Determine the deflection of the header al 10 psf from the deflection chart and ---u••*Es,1��. _ l9 �• Buidins Code' obtain header delleclion by proportion to the design bads. Enter this deflection in Acceptance N9� 'OY11,6L I •� • i = slap 8 0l sheet 17. Expiration D EA.r YrC• 7 /S IAS Y— _ IJ PR00 47, Complete form on sheet 17 and check the deflection requirements. If deflection ( I,� WCf C` r '.. DIV:SON C i exceeds the allowable delleclion increase the site of storm bar and/or header to {lO— I•pluIT�RG CC6C COMPLIANCE OFFICE Law;ii no. e uel a f BI rI I,1 •1> .COYIPI.LUCI.OACCCRIIANCE N bring the overall deflection under the allowable limits. Ismf 1 d halDisbks �o. 43 {I WAI I MOUNTS BUILT— UT CONDITION INSIDE MOUNTS / rc �U s 7s �, 1 % 1-1/2 % 1' ALUM ANGLE 1/4• DIA. TAPCDNS II I, I/4' DIA. TAPCDNS 6' LONG, AT EACH END OF BOX 1- / N. E E M m FASTENED TO BOX SIDE BRACKET R l4 SHS 2 A / I � 1-3/4' NTN. CNBED VITH (3) 3/16' DIA. YS POP RIVETS V m 2 PER ANGLE TYP. z., �1 TYP. _ __________� O I /, ♦ I - I ♦ I I / ♦t 1 O v 4111z / _ ♦r I I i_� rl I I '_r 1 1 I [ DR WE ° E F p a O i i I I `✓ T I r L i a' -� Try{ r♦ i �J� ♦♦ __ , I __ ' 1 p K -----------' 9 -----------' z / -----------' ° cr o 1 v;°O�o � Jf 1/1• DIA. TAPCDNS Q a n e If -1-3/4• MIN. EMBED ( TYPICrsI fl ENATION 2 PER ANGLE TYP d n iY ! w 3 II j THRU ACCESS HOLES SEE SCH. FOR •�lUGLF SPAN G1:a Mr'^ '� t MIN. REOD. I (� rp'1 J SEPARATION (TIP) d z C4 �7 I MINIMUM SEPARAnft REOD. FROM GLASS i ABOVE JO FT OF GRADE FOR INSTALLATIONSFOR N DUE TO WIND LOAD UPTO JO FT. OF CF(AOE Q Lp „ �: I DUE TO LARGE MISSILE IMPACTq Q! � n OVERALL DEFLECTION + 1' 3-3/4' 0 e W M �C�XATgN Rfl'EII 70 SHEET 17 OF 17. d l + Ni NO PART OF SHUTTER Si BE UNDER >D' ABWC GRADE TO W 2 g FOR OVFR/LL OLSTECiK1N �I 31 'li wAM LARGE MISSILE IMPACT RftMDAEW. '1 tV TYPICAL EDGE (A-Is TANCE }N II CONC. 0 12d (12 ANCHOR DIAMETERS) QY EO I WOOD k BLOCK ., 7 FOR LESSER EDGE (DISTANCES SEE SHEET 8 OF 17 O 3 Q W J Q 1-- W M k I n _ ANCHORS: EMBEDMENT EDCE J E �I a WSTARCES SHOWN ARE pBOD ...1 rn FT W �� I \ NON-STRUCTURAL SILL THE (STUCCO, TILES.WALL & FLOOR E71)RING O IDX 2TX UI//16' ALUM 2 X 3 % 1/161 OR 1/16' ALUM ANGLE \\\ \ TYPICAL SLAT ENLACEMENT �(pNCHORS 'A' OR 'E' INSIDE TRACK 'T_1 4" MIN. ANCHORS 'A' OR 'E' T is, D.C. II �, AT 18' D.C. y , �^ { PRODiCT�ViSED ACCr �cEo. 9 - (o0/_;FC sFrnoN c- ° ANCHOR CHART TO uSE APPRlOVEO AS COMPLYING WITH THE TYPE N K C\FIF. TI(r;;D.LT' x _ SI)i FLORIDA BUILDING CODE u a�o. . A s J a: In .i _ .t) .xk..... . ,. L E _ t Ed ARTYPER CHART i0 USE r,l 11 Al\`L'.CITY_;mm ♦Lli\Tt`U\\CLIO}77CE BYt_� uL S 13 #�I A 2 1 - - _ _ ANCHOR CHART TO USE I u II TYPE N K / E 1 ALUMJI ANGLE,CONT. �B UCT COI L DIVS.09 a +k E 3 f 2 O 3' X f' X 1/8' BUJILDING CODE COMPLIANCE OFFICE ii ° f ED 3' X 2' X 1/8' R 12 X 3/4' SMS/TEKS AC!gEPTANCE NO. R 12 X 3/4' SMS/TEKS 3' % 3' X 1/8' e 8 O.C. I{1 3/4' Ed 8' D.C. 3' X 4' % 1/8' e L(i t BUILT—OUT TUBES UN Enqr. DNFARGOa o SURES PRODUCT RENEWED ^ E Fi RF complying 7 t wi i .x �i I M PE % 1655 P Y 8 1b the Florida I Acceptance No 02-01I7.0L D 3, A J � , EEpirRUoO DILIe ( e1 4� W drawing no. — BY '. A ml Dade Produce Control ypplpg ?'� MAX. SPAN SEE GRAPH Division MAX. SPAN SEE GRAPH MAX. 'II ) sheetal l h I � I ®OR4D _ Tluwol SEE SCH 9 TDR 1 sN�• Df ANCHORS REGI. � Qa0 o o v a s zo r S. S. O O H N O Fy rax rl O E_ TOTAL LOAD ON CENTER MULLION 0 O a P = Sh X Sw X Pd - Lbs O O O .41 TOTAL LOA[? ON END MULLION o 0 0 o11 U z f w II P = Sh X Sw/2 X Pd - Lbs IM. Z h g � TOTAL LOAD ON HEADER o 1 iti f- P = Sh/2 % Sw/2 X Pd - Lbs N 14 SMS/TEKS I C) a r. N N 14 SNS/TEKS IX vim O phi SEE SCR 8 014 SMS/TEKS SEE CH. 8 ^ r LOAD AT ANCHOR SEE SCH.til e ; .' P Sb ANCHORS ^ —� Z % % i/B' In v tl9y AT TOP = Pt = _—Th— - Lbs SEE SCH. 6 'PRODUCT r;rvrSrn I SEE CH. 7 �• W '1 1• s si L :ALUM ANGLE � 'I AT BOTTOM = Pb = P - Pt - lbs ACCEPT \CN:I'\O. q �IO Q�O! SEE SCH. 7 l EXPTR.1TIOCD\ _SEE BOLTS WITH NUT i, IF Pt OR Pb > ANCHOR CAPACITY OF FASTENER SHOWN $ ALTERNATE HEADER ATTACHED TO END CASTING WITH SMS Tz 1/4' TEKS SEE SCH. 10. I ANCHORAGE SYSTEM SHALL BE DESIGNED ON JOB TO JOB BASIS. END CASTING ANCHORED TO BLDG. STRUCTURE BY r A ('OT LDL\G COOC0II7RCIil'cO\ LZ 0 O A .1 .\\C::OFFICE _ � ta O O o to L f1`SRCIID O O O O IO 0 O O o Wr•Mj of z G C7 MULLION BRACKET x K LENGTH AS REOD. Q m ir�r arc NI I r d 3YVI !; I I OA HAD LJ R ilsgiqtl d rI` MULLION I I CONNECTION TD WA I ONN CTION Tn WA O © J , AS REOD. WITHOUTD AN WITH END ANGLE PLAN p PLAN = a a PLANO In O fE ^ IA SCHEDULE 9 SCHEDULE 6 SCHEDULE 7 ;. I I HEADER/ENO GISONC CONNECTION TO CML HEADER CONNEC110N TO WALL ANGLE CONNECTION TO MULLION� I'I N U SCREWS I I N0. Of ANCHOR RISE CONNECTION ALUM ANGLE NO. OF ANCHORS ANCHOR BASE CONNECTION 9 NO. OF ANGLE LENGTH CONNECTION SEE SCH. 'C' I I ANCHORS TYPE MATERLIL CAPACITY-IDs LENGTH IN. PER CONNECTION TYPE MATERUL CAPACRY-Lbs; BOLTS IN. ACITY-ba 2 J 1641 - — —0— A CONC. 561 2 A CLOOCK 306 1 A BLOCK 204 4 I E WOOD 304 E wool 456 3 4 3261 0 4 2187 a 3 il, A CONC. 1122 A CONC, 1663 6 6 4375 2 A BLOCK 406 6 u \�(/J'\ E l 608 4 E wool atz SCHEDULE 10 u 10 i ANCHORS �\ y. \\ woo SEE SCH. 5 A CC'NC. 1683 j{ MULLION CONNECTION A CONIC. 2525 ANGLE CONNECTION TO ON r T❑ CEILING 6 FLOOR SCHEDULE C 4 A BLOCK 612 9 6 A BLOCK 923 NO. OF ANGLE LENGTH CONNECTION E WOOD- 1 912E WOOD 1366 TEKS IN. ACDY-Iba a MULLION BRACKET C NECTION [ V SCHEDULE $ / Of SCREWS CiS1HNECnoN SPACING BETWEEN SCHEDULE B A CONC. 3366 2 J 1167 0 0 MULLION SIZE 'K :r I ail MULLION CONNECTION i0 CEILING AND FLOOR EACH LEG CAIPAICBY-Lbs SCREWS-IN. ANGLE CONNECTION TO HEADER t1 8 A BLOCK 1230 4 6 2374 o C r ''I ANCHOR ANCHOR BASE CONNECTION 2 1766 1.75 NO. OF ANGLE LENGTH CONNECTION E W000 1626 z I - PER SIDE TYPE MATERIAL CAPACITY-lbs 2' % 3' 3 2315 1 SCREWS IN. CAPACITY-IDs 6 B 3561 A CONC. 1162 2 1766 1.7 3 1640 2 5 En r, OR. NUM } , 9 TURES FAR000 APPROVED AS CRYING Vf:iH THE r 4 f t 1 A BLOCK 704 3 2315 1 4 4- 3280 STRUCTURES e 2 r SOUTH FLORIDA E WOOD 616 3' % 4' 4 �� 1 6 6 4920 M PE j 16557 �DIIDING CODE 4E e ' II. A CONC. 2324 4099 .7S 6 6 6560 DAT 14 9 3 120 1 �• 2 A BLOCK 1408 2 2365 4 8 Fd s E WOOD 12,2 - ' ?.DSCT COtI Z s o v 8 3 3146 . Z P.C TA(6t DIV S.ON FFes.. es'2 ' L O COMPLIANCE OIFICf UU ` drawing no. L C[ w _ r I A CONC. 4646 3' X 6' a 3450 1'S aLCEPTANCE l\• c E._ 4 • RIMK 2816 c 1668 eta = e bQ -_ 98-43 ipeaw q . ._ 4[i _ V T R MULLION I NTER MULLION N m if 2- X 3' CENTER E E n II 2" X 3" CENTER MULLION m 2 X 3' CLQ - N ♦z n2x353-c + ,I n2X3S2 C H N ! I N z n2x351 c I I m „ H I N s I I e f N bQ DO IP tQ (� DO m , I i - � U) I L I I o m 4 J - 7 vt ,a. W17 4 I IT RI H I + u a° �. a Kms ' I I � s to z n y a I wes3 W t5 . I I N ' 1 m aN _ , I I d -+ � I I I ix r, I Z O I 4 I J^ 3s P, C Z I I m - W 4 N g 4^ m _ H I I I I W n I _ t9 H i I w ^ Z h — I' i I I oHa I I _ I I o � 7 J -I 6 � .0 t 1; 00 120 140 160 70 90 ' 110 140 170 200 230 < ^ 20 30 40 50 60 70 90 90 e0 60 80 11 < iO i - IN. - TWO SPANS SHUTTER LJIOTH - IN. - THREE SPANS � SHUTTER LJIDTH - IN. - SINGLE SPANS SHUTTER IJIDTFfI o rnT o tai n CENTER MULLION END MULLION i MULLION STORM 8AR (CENTER MULLION END MULLION STORK BAR-� r W Z J i END ULL 3 11 CENTER MLILLID14 1 ui (A �ui � 51 � a ln 'm a ax � _ � d SHUTTER VIDT H (L g SHUTTER VIDTH SHUTTER VIDTH I J n Q V sS, • - ! SHUTTER VIDTH I SHUTTER IDT In SHUTTER VIDTHIn I` THRE—SPANS ? VISED �INGLE�PAC15 PR�DT7"(-)- it Ln ACCTM(rl:L.�(.I.':(l. ( + , } o END MULLION m 2" X 3" END MULLION F�^Iz�Tm;n'" _p7 5 Zoo Z m 2" X 3 ' END MULLION s 2 X 3" I n2X35z N I I M2x353 N _ 1 a N M2X3S1 H I m I I I I N ' ¢01 N = I DCn nnc CODE.Ft>,.Irl.l%%(l I n I ICF. ij, to I I b " I I $4. I ro 7 I I I I I I APPROVipO AS COMPLYING YA1H THE "I m I 4 .., : I ( I I N SO'JFH�F LOIIOA BUILDING CODE c _ I a. DAT Hp aI d I I I I I I I I 66 H T R BY_ k sj! w - - - IL I j Q aODU�T ROl DIVISION II't qq�_��� � I N " c ' I W .. I I I BUIL01(NO CODE COMPLIANCE OFFICE c u ail 6" S T E H N - 7 m HANCE 110. c (�c mOC N. W L9 7 ( I I t I N V2 I I ACCEP v .0 o0 Irt Wto I CYN _ do I I ( ` ` ��.y: N�i j x l•, Z q m ? I ( I m u cumPlYing with the Florida i' o }T3 t , t a �' 4 I z ~ I I I I H Q 7 I I I PRODUCT RENEWED a _ H m I y ..• _ 78" I I I W .. I Engr. OR. HUTAAYOUN fAA000 Duiding Code r I�, o W H - I I- p m ] 84 i I I A. PESTRUCTURES116 AcceEtPlntiva U•ance oe 2-O Y�1a�T W o I I H Fl.l 0E 1111557 I g ED DO I J 1i il, 110 I I I 1) 19 IDivision mloioO Uu Product rul $ >< 3 Browing no. 10 !, 17 98-43 I