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1210 NE 97 St (13)' ,.� /s' J .. , L L . ~ N „/ • a it 1 /,,. t , � • 1 I1 • /1N .E. 7 FORD LAND SURVEYORS INC. Date: June 10, 1900. Rev: :Scale: 1 "= 20 Field (look: AGO -23 Order No. : 6166/ Prepared For: KAREN IK)FFMAN Jr -- 'n -- - - a — j p --- - 7T 6 CERfIFIED TO: Elizabeth M. Hoffman; Chicago Title insurance Carp. Prepared By: FORD LAND !SURVEYORS INC. 0000 N.N. 31 Street, Suite / Miami, Florida 35122 Phone: 4//-643/ 011 1-000-330-FORD a /a /1 IC bbl AC ,t No LEGAL DESCRIPTION: The West 1/2 of lot 19; AND lot 20 less the West 12.50 feet thereof, Illock 4, EARLE TON SHORES, according to the plat thereof as recorded in Plat Book 43 at Page 00, of . 1?!a. E ?94l1G..rs 1 N. *.witlar .� SURVEYORS CERTIFICATE; I HEREBY CEUIIF that the sketch as shown represents a recent BOUNDARY SURVEY made under my direction in compliance with they minimum technical standards for Land Surveying in the State of Florida, pursuant to chapter 2I-HH-6 Florida Administrative Code and is true and correct to the but of my knowledge and belief. Omar Armenteros, President Reg. Land Surveyor *36/9 State of Florida. NOTE: Legal description differs from legal provided by Karen Hoffman. r 5 t/. ,, cz z u: - . 4 ; tF_i - sf /V7 - , I T ri..1_... sr„ fq .� \ • I A �� 1111 I t) � ( ' ` i . • 0,1,11 A; (1 ' cr, 4" concrete slab with wire mesh covered with 12" x 12" terra cotta tiles. (12' x 12') 4" concrete slab with wire mesh. [5' x 8') r _ 1. 1 , Ay, •� ..r'`t 0,1' \ ,\,\ \\ — \9 /' '0 \ `v ti !M UIUIIi11U111111111A1A111:IPO Vt - • R14 TAPCON M/ I -1/2' 11Pl Ct000t104T WV PAWL CALK-1N WI 1/r MIL 01KONCRT t 1/4-26 1.01.1 VL'P MVIORM( PIN V/ 3/a' Q10CDt104T (ECU WTI L2 V a'• ftkAL1 7 ANCLAATL" V/ 7 -7:/ t1K. C}1KD4t74T L VC -21 FUCHSIA I CAL V 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 N CYLL HO TC 4.1 va - • (TV T APCON w / 1-vr HP/ 21C2D11Q(T ! 1111111 i1!111111111111111U11U1 ►P 14Y *AWL CACX -DI V/ lir roc tNKOttxt L v1.24 WLT V 1'• PAWL 076Yt P14 V/ 1/4"07660112247 V& -♦ ftmut Y ANC1.tKATt" V/ 1-1/1" t*Rll cram-too L 114. -21 ttACNe< ICAO V 1 11'II u 11111111111111111VP MCC WTI u 11‘111111111111111111111111 to 2)0 1 4 12 42 t2 12 12 12 10 12 12 12 1 12 1 / t 12 / / 14 t 4 L L N.A. NA. 12 12 12 12 12 10 12 1 -2$ -1t 4r ^o • 96 -30 61s4* 6 11 1 98 16: ANCHOR TYPE rII'Lt1U1< JLt1LUULL FASTENER SPACING REQUITED (INCHES O.C.1 FOR VARIOUS DESIGN LOADS NEG. LOAD (W) P.S.F. MAX a / 62 72 2" EOGE OISTA.NCE SPAN FT. S' -0" NAX r -0' MAX. MAX. TENLsok r,./CAR TEN7LIO4( LJCCAR it-NS-100 Ltt/Ut 12 12 12 12 12 10 12 12 12 V 12 a 12 12 n 13 1 L K. 1 7 f 1 A. 12 12 3" EDGE DISTANCE SPAN FT. t1Ax /' -0 NAX. 1Y- r t <. TCNSCOH 12 AR Tt SKIN LJWAR rucsiog 12 12 12 t2 4 CI 12 12 12 n 12 12 7 11 10 I Ar41CM ►COT CL. L r 1L fr as A C) cou OMT AJ.cX occLwcs vr.0 L ttW4 S RC t1 42 ATN!OKLCO4cOANt.L WITH t 4012.111 T114 ITIUKTTAtt K 11-WV14 A.S C014CJ1ITL. rt t$ POR pftttt(TAT10t4 044LY. [7asT11] L TRUCTTAK NAY PC CONC*LT[. HOLLOW 1&OOC, OR W000 PRA71*1 . Pejlt210401 ANCHOR 1CP CDULT TOR ecn 6lK17041 TYPO 1AKO OK rrrt 0d t ' ft 0 4TpJ nw . a. tj.4.O C LC7KV1 BALL MYC A 1414�t14 Of 1J O41Ja0010(T Of T14RfA01 M IALL AN C2 OA A14C HAY RAVE EITHER A PAX I taD. TRUtt ILAD.OR VAtt* ICAO t$+6CVALIC DOLT1. U&* 1. V1K-At 004 TO11 rµjs/44 co ra TY i yA1t t tD WAVY MAT rA * 15 ALItts(SATS V000 PRA/1664 PICNOCAT PLYWOOD. TOO PCYw000 If ACCe.TA ; 14 0 ro WC t. VNt*t LAO LCR(W1 ?AITtX TO HARROW VAtf Of ITUO f�V�tt� f AITD1t* 14SAU. $( LOCATED K Mat* Of Zs V000 1TW 3/t' CDOC OCITAJtCC K ACCEPT ASCE f R W000 PRANKS M SU MVK LtCT1C)•4OJ ANCt10R LP AC 44 LKALL 1. P011 4{ALO -OUT OT I etTION © ANCHOR V A0647 WALL NOT CXCCUO 1' O.C. 1. KA. • 00 NOT 4.12 ANCHOR. T OdJ 44 • VALE NOUKT OR PULLOUT ADPLK.AT IONS. tF1t AR • MOOR ANO C1L143 1164647 APtK.K AT•OK4. APPROTED AS COIIPUU116 NITH THE SOUTH aoRIDA HMO CODE Q� DATE III S.... i ► ��11 EST w ffil.Wdr. 17 A '- PQOOU LOElOI ocmlOI i eUELDlI6 COO( COI4PW.It offs AGCEPTAICE 10. - 11 .. A • 4• 3 1 NCO. DESK LOAD (PLF1 lYK A ALL ItOVNTINCI COtUT S EXCEPT IF 1 - 1 4 3 TYP[ • 0ETAt_ I CINOLE LE RED ED LAP( 3 -3 /C 14AK. O.O. (FT - •41 TYPE C DETAIL C� OOVOL.E AN LC REQUIRED 3 -3 /C ItAX. E.O. (FT - Hl TYPE 0 �TA/L 9 -3/16" FtAX. 0.0 if T - W 10.0 13 - t it - 4 ll - t It - 7 11.0 l3 -1 11 -1 13 -1 11 - t 40.0 If - It 11 -/ It - 5 10 - 11 41.0 'It-4 9-1 11 - l0 -1 92.0 - lt-1 11 -11 1-4 1 -1 1 -7 1-1 1 - 7 1 -3 5643 613 11 - 7 1- 7 1- 7 8- 11 61.3 11 - 6 / - 6 1 - 6 / - 8 4446 1 1- 11 0- 3 1- 3 8 3 61.5 11 - 9 1- 3 1- 3 1- 5 1L1 11 -.3 1-I 1 -1 8 - 1f.0 9-1 7-8 7 -1 1 -8 116 1- 11 7- 8 7- 1 7- 4 ICC 1 -5 6 -7 6 -7 6 -11 111 1 1 6 1 6- 3 6- 6 2 -7/1 7 -3 5 -1 5 -1 6 -0 140.0 110.0 6- 7 5- t S- t 5- 5 720.0 6-I 4 -1 4 - 1 5-0 00.0 3 -7 4 -3 4-3 4 - 7 12 - 1 5- t 4 -1 4 -1 4- 3 140.0 00.0 4 -11 3 -11 3 -11 4 -0 8 - 0 /- 6 3- 7 3- 7 3- 1 140.0 01.0 4- 3 .. 3- 4 3- 4 3- 4 910.0 4 -1 3 - 3 -t 3 - / 00.0 3- 11 2- 1 3- 1 3- 1 200.8 3-7 t - II 1- 11 3-1 210.0 3- 5 _ 1 1 1- 1 t- 11 POSITIVE DESIGN LOAD (tr) (PSFI ACTUAL SPAN (FT - 1741 ttt14. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE RNCRESI 1114. SEPARATION FRO44 GLASS (OR NSTALUTMKS GREATER THAN 30' A60VE GRADE (INCHES) 30.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 - 5/8 8 - 0 2 -7 /8 1 - 5/8 11 - 0 3 2 - 1/8 13 - 1 3 -3 /4 _ 2-3/4 40.0 5 - 0 2 -7/6 1 -1/2 7 - 0 2 -7/6 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 -0 3 2 -1/6 12 - 11 3 -3/4 3 50.0 5 - 0 2 -7/1 1 -1/2 7 - 0 2 -7/1 1 -5/1 1 - 0 2 -7/8 1 -3 /4 11 - 0 3 2 -1/2 12 - 2 3 -3/1 3 60.0 5 - 0 2 -7/1 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 - 7/1 1 - 3 /4 11 - 0 3 1 -3/4 11 - 6 3 -3 /4 3 70.0 5 - 0 2 -7/0 1 -1/2 7 - 0 2 -7/1 1 - 5/1 8 - 0 2 -7/1 1 -7/1 9 - 6 3 2 -1 /4 10 - 1 3 2 -5/8 80.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/0 1 -7/1 11 - 0 3 -1 / 8 3 -1/0 12 - 1 4 4 90.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7 /6 1 -3/4 8 - 0 2 - 7/8 2 11 - 0 3 -3/1 3 -3/8 11 - 3 -7/0 4 100.0 5 - 0 2 -7/8 1 - 1/2 7-0 2 -7/8 1 -3/4 1 - 0 2 -7/8 2 9 -0. 3 2 -3/1 10 - 3 3 3 170 165 -+ 160 - 155 +50 ".5 720 135 - 130 - J 125 120 115 - 110 -' 105 -" 100 ACCORDION SHUTTER SPAN VS. DESIGN LOAD DIAGRAM DESIGN LOAD - NEGATIVE (PSF) 1 REFERENCE APPROPR+A Ut 1N IN TABLE 1 BASED ON 140U141 CONDITION IN FI 2. FOR DESIGN LOADS DETL T ^BULATEO VALUES, USE OR NEXT HIGHER LOAD ALL OW B E E SPANS. NAY DE USED TO OE ERHI 3. ENTER TABLE 1 WITH NEGA DESIGN LOAD TO DETERt9ttE HAX. SItUTTER SPAN. 4 ENTER TABLE 2 WITH POSIT DESIGN LOAD TO DETERHINE HIN. SHUTTER SEPARATIO F RO)1 GLASS t9N. SEPARATION rRO44 GLASS SCHEDULE PAGE S .. t 1 /1" MAX O SO FLOOR MOUNT SECTION SCA11 + 3 1'- 0 - �� L EXISTING STRUCTURE SHEAR FASTENER LEE ANCHOR SCHEDULE IIFPRO D iii commas Wail THE $ JTl( WA= 6UI10I10 CUE opg A. .: : 10� 151 i 4. rkCi1'iC 'oAMA onIs1 8UU ." ' CODE CGtialiACk DICE xcc(PT*$(l ao 91, I17�.N 0REE 1/11v CJUt -11111 1-Vr oe NO I.OV KO / 1-)/ Mt TOGO Oft T, CA -At t OR o00R TWEE L/X•I CA1Ul -4M 3-Vi' 0.C. V/ 1 HOC ut . N CONC. OR 1401.2.04 stOCK V/ 1-1/ HK EOM MT. 1 1 /lbj96 18:31 C xU T•• [ t RUC11JRf GLASS OR DOOR e (tv eft IA • • "a .1 _� • Ett(3 • 1-4•4. iHUT TER L(lORATION fRON CLASS Stu LCJEDULL PAGE U 11 R N MR VAST LEP AA TIO OU-ASS (SEE SClI OVI( PAGE S) n AL T. LL O DIRECTION SCALE , 3'• V- 0" 3 /14'• POP RIVET 04. • LI TEX CCRL W p 4 o.c. L K2104. Y 4O4 11 ALUI Al.rJ F OR T W 0 - • r • t/t • .' - •- L 0• 1- T • MAR( AIaOLC n ftfl -Vt'• TKQ2) tfOtT r tort (MAX DESIGN LOAD t 72 PSF) N O TOP SUPPORT BEAM DETAIL scALE : r- r- 0- r H•L r■Yrl V4 - 1V -Y 4043 -TL AL UK ANGLE OR TN/0 -r • r * WY t.• -r 4043 -TL ALUM. NAIL T1ItEE -I/ -• TITRU 1104i AL SEAM l(EE SEAN SCHEDULE DELOW ?OR B EAN OCMCUIIPT*14 L POOL HOAgORT AL LP AUK) . N. *NL p Tr OL ALT. 144 ORECTTON (MAX DESIGN LOAD t 72 PSF) BOTTOM SUPPORT BEAM DETAIL 114' HAX. ( //14 # POP NUVE OR •T2 TEX LCREW p 4' 0.C.. AL SLAM ME K.AII MIL:W E KLOW fOR DEAN DEISCRPT10N L MAX. t1 OCTAL A2d) •14SNtS•tr LTAOMPILD rvt G.VT T CR CLPA ATK 4 fROtt G. ALS ttU LC2f:DCLt PAGE t) GLASS OA DOOR ALUH. BEAR L LHYTTER SCttWULE *CROPTION K OC 2 Tv•.123' if •.121' r ■ r Tv. RU T( • 224' rr Tv. ..lr TN • 224' 3•-•' 0 TO -Y 10'-0" r -• t,. -0 Ill AM r -3 r -r 1 -4 >r -r TT-2 10'-4 T3' -tr v• - T2.- f" `--r 1/14 POP RNVET OR •12 TER SCAL ./ p a" O.C. j L iKWIY , EN-1111t44 CT RUC TVA( — t.Ott1 t TO °EETA1116 anY R Latium I. r O ngiC N*JUT4 *4 T Pi L Cfo3(0. L/r• TWA/ 401.T • 11 0.C- T ENSKk1 FASTENER MMES A2400DR LOACKJLE) CONT. r • Y k .000' ALUI. ANGLE (MAX DESIGN LOAD t 75 PSF) O PASS THRU DETAIL ( IN CONCRETE ) SCALE 1 3 1 0 OL A11 OR DOOR — rt y w000 A G STUCCO rT.SHt r • r t .fir OR r • r • Asa AL 1u6CORr w000 LL0034 Ntt VISIT ER Va. ARATIOIt ?J OH OCAS* 1(41 COEDU LE P L2 O WALL MOUNT SECTION SCALE , ]'• I'_ 0- 1 /14'• POP RNVET OR •t2 TEX LEAEW P L' 0.C. 1. ADO COAT. I.T. 2' • 4 WHERE COL/ATEA TOP it HOT W000 FRAttD V 4' PAKC FOR Y000 1KO03I•3 VIZ V4'• SA. LA4 tateW V/ 4-Vr PVC1RAT1011 KTO W000 SLOcKS•3 ! trot. FOR AL- TURK* UK Vt'• LS. LAO SCREW V/ 1-t/• PO4ETRATI011 KTO CENTER Of STUD1 LACATE0 • u Ot- ItA)C L ONE •14 Ulf • HIOVAY SETVIEN • TvOt r t0 1/1."• 4.1. LAIR tf.Rtw • 24 O.. 'LAX. W/ 1-1/4' PENETRATION N CENTER Of STUCK tart ututT LEP AAA TION fROt1 Out* CLU 10c•11/ PALL 4J GL.A OR 00041 3/14 - • POP AWE OA •T2 TOC SCREW P • . " 0.L L[HO31Y )TINT Ha f TRUCTURL SCALE : 3 1'- 0 VI'• TNRU SOLT • u' 01A TENSION FASTEWA KEE AMNOR SOIEDULE2 CONT. r • 3' • .050' Al UK ANGL (MAX DESIGN LOAD r 75 PSF) u 1 • ,..: } "<4Ct�.r I� $ /K - • POP MET OR •T2 TEX (CREW •V0.C. I+ A00 CONT. I.T. r t 4' WHERE COUNTER TOP tS NOT W000 FRAJIED PASS THRU DETAIL (IN WOOD ) APPROYED AS COM ?LY1KG «(1H THE SOUTH EIORIDA EUITDI G CODE DATE TAWAR. 19 12 BY i i... PRODUC 1PTROl DFYIS1OM 6UILDIKG CODE COMPLIMICE OFFICE ACCEPTAKCE KO. 01. (SIAS L OA 0004 W 0 N 0 wARAATT TEA tOIED(-tL PACE 14 OIL A 11 OR DOOR I -71 7r6796 18.28 C VOTE. C .( •...I • I r v1 I U.c ILN310N PAL1CILR (TYP 1 L LOTTO.O Ex ti T RR) L TRVCTLIRE R 04_LCR AS LCICL TYP CYtRY OfT<CR O WALL MOUNT SECTION G SCALE )-• 1 - 0 - Cxrti[•0 L TRl1C T1RC T C1cSXk1 T AL T ((4444 tOP 8. $011c4 L([ AJ40i0A tWSEDOLE fOR IP ACA •3 RICO t0. LuT 00 NJT EX COED L' LP ACIIG 0 CONT r }/5' KAx 11 CONT K/ NUT I O RO(Itl r SEWN • tr C G (TYP, T 0P L (Oat OK) Iw %IRJTIER SEPARATION fROt4 OtAS1 ILtt EO1t.CX1LE P AGt tl 9-1 /14• KA ALT. ANGLE LCO LMtC1XHI REVERSED Alo It LE CI KAY et r*Ot1 OK AMU OA fR0t1 II O TI/ A1101.ES IT Y• 1 1 DOT TO ti NOUNT DET )01 114 NAY E1E USED AT TOP V 4 " H.A.X 0 CON t TACK TURt K O BUILD —OUT MOUNT SECTION SCALE )'. 1 . - o - yr yr rim( USA T TA SEP AAADOH MOH &ALL (LSE i0KDLAJ / AAL t - GL ALL OR DOOR I/ M"• PO4' RTV(T OR •tl ttK LCP.LN • 0..(. (t TPl — CI z WAXY olr 1 Sr[ vs ALLRL RHOS N/ ) /ti•• POP RMTL w 4" O t xzs TII. L TRIK T LIKE O CEILING /INSIDE MOUNT SECTION ICALC , s-. 1•- 0 - L LO Tc-o ROLL(II ACLU•LLY t2 T YP. (VLAY 0 T CR tuff AR f ASTtN(R STAOOCRLO (LSE A.NCNOR LCICOULEI GLASS OA 000A 4 0 -Sit AR f ALtUCR ((Ct AI.Oq* (O•DCA.LI Vl" rtA 1 /sl•• POP PUYET • t• OL (T rPI Vl (1(X - OPTIONAL FASTUCA w LIEU OP &HOU SUPPORT - LTAOOCA AN0404 VT' o(r, CtKi LA 0 SCALE )-• r 0' 0 — 0LA1 S oa 0004 x111 .40 L TRtX TVA( — .i000 r *A1tr1O (TYP. TOP 1 ROT TONI WALL MOUNT SECT iCI0.001..( 1 11P( CI Ul• ({All I Hot uoul TEA LEP ARATE1 Or1 I R 14.AS S 1141 SO CO(1lt K LT 0 I- 1/C• r1&X. • AL T. ANOIt Lt OPPECT1oN (TYP) SCALE ) -. 1 0 V L - • 4!000 LAO SCACW V000 PR A!od. w T tx1Kx1 I ILE ANCjtOR CO [DUI TOR LP AEI S< (1 ZED - OR ALT t(MSJON ?ASTCKA/ TY►. TOr L LOTT(f1 1 4 t1•JT I LA Li? AAA TION [OtD(A1 1 fJ CIL OR 0004 41000 f * AJ Q1Q - TL>1L10P1 f AL TU CA I sCC Ali°sOa LU CDULt> YP. TOP L 60T TOt4 01 L IOTTON 0 CONT. - eat LAAMLR LP AKS VTt TxO r [ t• AL. AN0.LL ILt1 L CrtDUI( 1 TYP( 0 SCALE 1 l-0 - BUILD —OUT MOUNT SECTION (Oa( 0411 V4" KA X. u_ 0 0 04. Alb 0A 000A u LI W CEILING /INSIDE MOUNT SECTION SCALE 3" . vl v000 LA 0 KRty M it IC AA tit t ANCHOR 101E/AA/ f OA IP AE *10. t r CLD . OA ALT. WEAR f AST (ICRI TYP TOP L 10110K OP L SOT T OK ♦ BUILD —OUT MOUNT SECTION V 4 - KA x. ♦ 114• t4AX L L" Aso ALU< TUOt TYP 10? C. CWT TON 0 T(?K1044 PAS TCNCR (TYP, TOP 8. SOT TOO. LE( A801011 L0KOUIt LPACIN6 Pct OLRRL0, LUT 00(101 tx(tt0 /• SPACrt6 � - [ XIS TIN LTR - LKMR/ APPLOIED AS C011rt11116 Mill THE SOUTH E101IDA SUIlDIM6 CODE DAi : ►..3C . • 1993 al VA P RODUL 'MOL WYISIO UILDI116 CODE CORPUAMCf OTTAC ACCEflAIICE M0. - AS 1O TTO 4410E. cL. cl• ►r V.P4 r •..w ^' 96 -A •N..• > 1 tCAIA r . r -1 11 18 6 16:26 t CC T,O•t( s ALT. CLOSURE DETAIL V ARSCC - IC) Link TYPICAL ELEVATION EITHEN COrtO(T10NKAY C TYPICAL POR CTTNER tie TALI. Y . r - O CORNER CLOSURE DETAIL 1 TOP r*ACK Pt AN VICV ALT. LOCATION OP L000140 NCCHANIS+1 AT UDC L.00IO 012Q1ANTUT CAM IS ABOYt 011 LCLOW MOCK (KC ITC N 60 T1 0N TRACK TENSION I' AS TO(CA 0 2 L' 0.C_ WC KNCJ OII SCINA Lt/ 0 ALT. CLOSURE DETAIL SCALt. 7 - . r -O' SCALE )" . T - o - r . r..1211" ALVet AMOLE CONT. T ct TAP A F tp_e' AIL E n.c ANY ( UpTAb4 A./43X e (TYPI LOCK1q PIEEKAACIA1 AT CCKTUt OA SIM OP SMUT MIL LOCK KAY t ON *USX OR OVTLK* OP tt IJTT EA • u • t!r GALVA/(itO S KS Oft I/ 541"• ALUK POP RIVET x O .C. r,crr AU ,r r 2 ■Y ■ .ess- r ■l' KASS' OR Y ■ t' Ars- AL. 4N611 Vt 2e TMJtt 1/EA13 IOCT/ 1. Mitt w/ LACK WAVIER-I 1L o.c k W.%W‘V.W txrsTNa STRttCTVR O ALT. CORNER CLOSURE DETAIL hat 1 GLA Mt SC TqN PAGE f) 0 .062' THICK 1 -t1)2 OR L 'O6) -T6 ALUfC A1l0Y (vr e. Sow CO(.ICRE TEl ( T.+6 GLA s t KIK LI/JT t CR Lt/ARA T rROf1 GLASS. (CLC LUNG DOLL •A6t 11 TYPICAL PLAN VIEW KALE. )- • r - ICE PA11TONER %CrIED.(.( LOP TIONAL ORI(.L I/Y• tau IOTTOK Of IKTRVSCON L •(LORE ASS YSLY fOR TRUSS r[AD l0LT RYP1 PLAN VIEW SCALE : 7'. 1'- 0 i O REMOVABLE FLOOR TRACK DETAIL SCALE • )'. 1'- 0 - 1,- V NBC 1 -V2" FLAX. 10M(T SCTKEEN RLHOVAEU A!O fo¢D SILL b � ALTERNATE O FLOOR MOUNT DETAIL Tt3(AOr( PAS TO A 2L" O.C. (1-LE AN0•042 rOKDtAC POR ANY ACCT./MILE AMCT40A1. r■r■V1 ALtM ANGLE N/ 3 / tt "• ror RIVETS 0 1/4 (MAX. OUSTING STRUCTURE SHEAR FASTENER SEE ANCHOR SCHEDULE .€V L'• RAWL CALK - l4 v/ VS TALKS MCAO KA.041C tCPLV MCC totx Al tPA P AU 6 fr°4 Oli11 tr SEC TION F O Ili ^-i LfT161Y OP TONAL ACCESS MOLL (XIS TRIO T PVC TIAIL l Or TONAL V 4 - • RAWL CALX -e1 w1 VL -2I TRUST HEAD MACHINE LCACv ON ltu OP L ?Ai1(3 EA SU SQROVLC P AtZ t t?ACNG INFO. 11fR01E0 AS CO101111l6 IEITH.INE SOUTH H.ORIDA 6UI1011i6 001 E GATE it ►... 11 i s> 6T 1 • .:.t:. f ROOU .I 0 DE OroKP I�` 6UILDIK6 OFFICE ACCEPTAKCE YO. -I1 -1 ® TYPSLAT SCALE HALF SIZE 1S —11716796 16:23 11..05 S t2 14 LOCKING ARM ■.l.4•4 SCALE. HALF SIZE 1/4" THOCK STAINLESS STEEL •10 • 2 tHS. NANUFACTLIRLD MOH •410 Oft 14-11 STARTLES% STEEL W/ FLUOROCAMON COATN3 1. A44 • Jts-r THICK STMALI% STEEL WASHER )n R 0.00 LOHr3 KYL04 OUSttr4G t/ 4.10 x I' SHS. KAM.'ACTUREO I R0t4 •110 STA1I.ESS STEEL V/ FUJOROCAASOII COATING t ,460"• • .030' THCX STAH4.1.1S STEEL WASHER SCREW AND /OR BUSHING ASSEMBLY SCALE. HALF SIZE 0 HEADER- CLG_MOUNTED O ALT. HEADER-WALL MOUNTED SCALE %HALF SIZE [CALF. HALF CUE 0 ADAPTER SLAT SCALE. HALF SIZE r 81..055 I 1. I 11 ..116 11 • .lf1 0 .24e )6 06 0 - 2.775 060 ace I -506 0 16S LO. 155 0.0. 250 - 911 1 1.691 .060 oe CENTER MATE 1 SCALE. HALF SIZE 2.31)" . 412" 1.0. — .612 0.0. 1 1 LA500" LOCKING CLIP SCALE. HALF SIZE I tt..013 1 11.-016 ,o-60 0 WALKOVER SILL 0 FLOOR MOUNTED SCALC. HAIf SIZE 0 f 1 •.BSS ft .016 11 -At] SILL -WALL MOUNTED SCALE. F tRE —� SCALE. I :ALF SIZE 10 CENTER MATE 2 SCALE. HALF SIZE 0 t4 1{018 Sj L TT[t ACCORDC.t Stta TER LYSTEN K 0(U0tv0 r4 ACCORDANCE WET T HtE 600TH FtOR10A 0ULO4N0 COO(. t181. MICH. 2. POSRrvE AHO NECLAtrec O(S{rSH PRESSURE CALCULATIOKS tHALL 6E IiRFOR2tE0 "1 �CtfK )QBi e4 ACCOROAHCL WITH ALCE 7-68 ?IT * i LL OEIJ0f4 LOADS FOR BUID013$ At0 OTTER tfRUCTTittI . TA2SL.E6 SHA BE RCFERE1tCE0 AT APPROPRIATE DESX3k LOADS. ). ALUR4 4UH EXTRUSI0645 SHALL OE 6061 -T6 ALUITSRUI ALLOY. U.O.H. 4. (A(T4 SHUTTER ASS „ SHA BE PERMANENTLY LABELED AT TF1C BOTTCk4 CIO 0 11K LOCKING CENTER RATE AS FOU.OWS. THIRST A H ItN G r0 NC. LL ` It At1, FLORIDA DARE COUNTY PRODUCT CONTROL APPROVED S. ALL DOLTS Alt) W ASWJts taw. BE l024 -TL ALUtil/ll/ ALLOY. STAII.ESS tTEEl OR G/a YAH STUN WTTN A ME FF • 33 KS,/ FOP RMTS Litlll SOS2 ALUtt ALLAY 6 ALL SHUTTERS SHA,LL A LOOcliAG I>EC)UJtLt4 Al EEKTER OA SIDE CLOSURE WTTR&4 t . (f EEI4TCR IVERTICA/LYI. 1. THE DETASLS AHD SFtcfKAT10NS LHOWH IkP 14 REPRESENT THE PROOIJCTt TESTED F rtfpACT. CYELK AkO L•aPORH STATIC Alt PRESSURE N C014TQRHAtKE W/ BADE COUNTY PROTOCOLS PA 201. 202. APO 201. e. DC2o 4 S OAUE-O ON CONS TES I' RIG CORPORATK)K ICT TEST REPORT ko, 1 6-024 A1t0 16 -011. •. TOP DETAILS HAY 'AL BC USED AS SILLS 10. rtOOR TRACKS w E NOVAOLE AT NON- STACKING LOCATIONS. VSE REIOVAOLE ANCHORS SUCH AS CALK -4H AIKHORS. 2 000” ADJ. SILL -TOP O ADJ. SILL -BOT. SCALE. HALF SIZE uS — ANGLE SCALE. HALF SIZE O 90' END SLAT o 1 1150 1 90' END SLAT SCALE. HALF SIZE SCALE. HALF SIZE .05 0 O FLAT END SLAT SCALE. HALF SIZE .051 1.100 12 ROLLER ASSEMBLY SCALE. HALF SIZE 13 INSERT SCALE. HALF SIZE LTA*AESS STEEL AttENOLY .4604 HOLE - - NYLON WHE TNC PERfIT HOLDER SHALL VERFY THE ADEQUACY Of THE EKISTRIO STRUCTURE TO SUSTAIN THE NEW SUPERIIPOSEO LOADS A110 TO VERiFY ALL Ott4EttS10NS AT THE J06 UTE BEFORE COttTENOu0 WITH TIC WORK. ANCHORS SHALL BE HST ALLED 14 ACCORDANCE WITH HANVfACTURLR"t RE C01 EHELEDNENT LENDIFTS St4ALL PE AS HOSED Ak0 DO HOT R4CLUQE STUCCO OR OTHER F FRUCE APPROYED AS CONP1.Y110 NIT1I THE SOUTH EIORIDA D71tOIM8 CODE DAT :.. 11M BY i PRODU aI[TROt errata % tUltD(M6 CODE COMPWMCf OEflCE &Carinaf Me.g6 - 149 tit. i t t 4.1 R 4.W. ft 1' 2" � 1e)Q " " ..'` -!, .V?'lt „0`, F # *. .P -.i ,!:'`.y...ti 1 :,, R.40-.4Cvr. :14_ , r.`Y. 1. '! 't = :tt Apw:,l/a*1c.�, 4 ii.`. —r, . I ` 1 ' . K.. C, \' 1, t.t-,1 i f j'. Et L I . 4 C.1 `r1 c. € . t o P()\ ;1‘),2„. r I _�.?4 ':; . t,:P:'.A :t►(3 VG.p 17.? ;0C,t', e. 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