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PLANS1. I ) I I 1 1). 3 N \ . fl ') . f") , • /! 3 r „);-) - r r r i .t 3 4/ •‘. I ) f r ■ / % e 'r 3 • • " (.J r • .if 1: 1•; . • 1 Y . -.3 . 1 I . ,f, 1 . 4 i - I ( .• : - - 1 1 a '..- . • . ! ) C , I I t i * • ill 0 1 I I A It 16 g I i x- N, *,„ I i II< . ,„. ,, - 4 , I 1 , !.. 1 ! .) -11 ').; /51,, /5 I> , ....,:,_ / 1 i f '.- I )1 ).() - k ..- '7-11 - - r) r 11 30% I : si r r i ,, 1 /k" r 1 /1 10 -- 3 .-.) • .1„ • 1 • ;'' r • r r r ;) c r 1r f . rt■ - 70 1 I 1 r} : r A I • 1; 3: r f .1 2 • J : 41 ; ; • .x SAV CUT EXISTING PATID AND REnVE AS NEEDED. r. < -4 _._.�._._ _ CI EAN1NG L1i- `.J/ VAC -LUCK EXISTING PATID 2 ' RESIDENCE 3' 1'u' 1 s..•- 1 -- -�-- 3 LUNG POOL PLAN SCALE' I/ 4' = 1 KRE.EPY- KLrAR 1 ` J 13 . 6 ' r1 n �-4 O ■`A \ 1 I I 1 1 \ 1 1 1 \\ 1 1 L \\- _ _ _ - _A- -- -- -..\ \ 7 1 l \ \\ i \.\. \ \. \ \ \ 1 \ \ \\ \ \ \ \\ \ •\ \ \ • \ \ \ •\ \ \ \ \ \ — — . -- — \ \ \ \ \ \ \ \ \ • \ \ \ \ \ • \• \. '\ \ \ \ \ \ \ \ N‘. �\ \ '\ \ \ \ \ \ \ \ \ \ \ \ •\. \ \ \ \ \ • \ \ \ \ \\ \\ \\ • \ •*., •,.. \ \ \ .\ \ \ \ \ \\ \ ,\ •\ \ • \ \\ \\ \\ \ \ \' • \• \ \ \ \ \\ \\ ' \ \ • \ \..\\ \:\ \\ \\ •\\ \. \ \ \ \\ \\ \\ . ::. \\ \\ \\ \ \ \•\ \\ • \ \\\\\\ \ \\ • \ .\ \ \ \\ \\ \ \ •\ \ \ \.. \ \ \ \ \ \ \ \ \\ \ \ \\ \ \•\ 1 • \ • \ \� 1 \ l i !i ) i i i i i i i i ` • - 1 Ave. D eLJ Og1)iA) AS MEE DEc l8' X 60' RECESSED S`JII.DUT `1/ TILED E1 GE (VALL & SEAT) TLREU- SKIM;.IER 1 1/2' NOTE. VERIFY POOL EQUIPMENT IN FIELD 2' 1 1 1 • .��. '3 \ FLOORS t. ALLS t P1 L TO 3E PNELMA1ICALLY 'Yt_D: ` D CONC. ',it f14 AA IN. r3 DAY CCMP:fESSIVE STRENGTH OF 2 Di) ST :L '( ;C,NFCR14 TO :1.S,r.A. 615 GR.Act 60. _ P4AC'_ PIPING '(i 3E SC:4F2 to PVC 3EAR1NG NSF IL TER 2 .4C;c'iAsH ' t :•."._Y `A:TH SEC'ICN ,CDs SOU r`. 3UIL DING CODE, NO POOL CONS TRLCrIC:N SHALL AFAR G'+ ANY r'*PE SOILS EX CLEAN SANDS CR ,ROCK. `i SHALL 3E CC'i'ACTF +2\1f.F A SAFE 3EA:2LNG r,AP.ACIII CF 0 PSF. ANY 2t.:.A.4IuS. mARL S. OR 0r:. -ER TI'PES CE! - IrE C :fS '�A'�RIAL ExcAv.A TI:C,N SH sL 3E `i .1.3v D ( CE :!LICKED) IN r h*.I.2 EN TIRE rY, \ND THE AREA SHALL 3E 3AC:<F[L L ED rtr 4 ,ACCEPrA3 ►_E SOILS AND C;C :AP,L TED IS 1e%'• THICK + c Nr:2.ACrcCc:2 CAN NC REMOVE THE ORGANICS, DIS 10 ','l'A rEvER C.AJSES, r; -E PCCL SHALL 3E I;LE SIGNED F t.CR ?IL INGS. IN ALL CASES, TA PCCL CCNt:LACTC:2 SHALL TAKE A4_L P::EC.AU f IvCNS rt3 0 rEc r EXISTING S r2t C TURES FRCM FAILURE 3Y SHEETING ,'AND /CR SHORING' CR OTHER :4E THOD AS REQUIRED. THE DESIGN ENGINEER .ACCEPTS NO :2ESPCN- SI3ILItY FCR THE SAFTEY :CF E' XIStING SfRUCTLRES. rl 1ESIGN ENGINEER ASSUMES NO RESPGNSI3LI TY FCR POOL ct:.NST:2.cr1GN IN EASMENTS CR REQUIRED SET3.AC'K AREAS. PLOT PLANS Nur PREPARED FROM LEGAL SL:2VEYS CF n E EXISTING LOr AND RESIDENCE ARE SO INDICATED. POOL CGNTR. SHALL VERIFY TALL DIMENSIONS IN tl -E FIELD AND EST, >3LISH LOT LINES, IF NECESSARY POOL CCN TRAC TCR AND/OR U'dNER SHALL VERIFY L tAYl O T SHO`dN AND ALL DI %ENSIL I'NS PRICK TO CGNSRU T ION. CON TRACTCR SHALL ESTA3LISH LtCC.ArItGNS l F UTILITIES Ar THE SITE. MIN, CLEARANCE DIMENSIONS S HALL . 3E r-,EL D AND STALL 3E AS REQUIRED 3Y THE LOCAL REG,'L ATCRY AGENCY IN GENERAL, i?t;LI) .A DISTANCE [:F 10 FEET Ft.2tC; -4 UvERf .:E . >D ELECT RIC LINES TO (:PEN PCCL 'x',% TER. 9 POOL SLICES TO 3E INST;ALLED IN AACCtCR ANCE `IITH rt t: LArEST GUVE :Z' T SAFTEY STANDARDS. 10 TEMPERA CF SPA ',./A TER SHALL 3E SE r SO rt.A ".:AX, VA TER TEMP, 3 102 DEGREES F, PRESSURE GAUGE AND -- ., A v Et_ IF F V AL V E t / \ r AN II- V('ktEX MAIN CRAIN N. r.s, ':C SERVICE 'WATT LIGHT F IL TER : COND. L ' PIPING SCHEMA ['IC N.r.s. 1 _2// •�' ; 111 MAXIMUM ; -iiP LCPF 'JATER L INE � -.L IN SH':AL LUV END MAIN - N.• DRAIN �JI / ;/P _ PUMP V/ PAIR S. LINT S TRAINER I :1Pr : :2 TAN r NO 1E1 NO DIVING 3L',ARD AND NO DIVING IS ALLO'dED ON ANY POOL LESS THAN a'- r' LEPTH AND SPECIFICAL L DESIGNED FCR DIVING. THIS PIJI$L IS NOT DESIGNED FCR DIVING. 6 ' LONGITUDINAL PCJGL SECTION t -rc � - 'dP :'!ANUAL SrA S'dlICH '.✓P GFI 10' TO r _ l SPST TUGGLE 20' FROM VA TER tCH 1 / 4 (/P.lv rr/ /-.1. 'tP s 43' MIN. rte _1- /A'- /S- 'J;r✓ s ,.t.1a a L '1( . 1D tdsfrAleS•,,, :I .+ANC r, l ; -rte :41N\ - -:� 30 X I -12V TRANS. r \,_Pt;Li_ 1 - .._.___-_.__�¢ -- 12 IN 1/2 COND. -- L.LCK =-- - - - -1' NICN°-Ct:RROSIVF IN PCUL AREA GRtUND ALL 3OXES, RAILS, LIGHT, :4a TOR, EC T, V/ la ',IRE EC i RICAI_ DIAGRAM :ys$w.146LN 9!6n wo3r 14§4__W GENERAL NO rE S NO APPROVAL PUMP MICR 2 - 13 CGNr. c CP I N'G - - -- TILE k __VA TER LINF :SIN VERTICAL \ 2' -3' SHALLO'°J END 3' -0' DEEP END APPROVED FINISH ' fi; 6 MIN. 'd ELL POIN THREAl;ED PVC PIPE SIZE DEPTH CAPACITY PERIMETER PUMP FILTER TILE AL L EL ECTRICAL TYPE CF PAriU SHALL CONFORM EXI r RAILINGS `d/ AR T. 6:30 N.E.C. HYDROS r,'AT VALVE 1 1/2' 11. r4I'4 $' F s NCr ‘11f11 SELF-r .KING TIMES 2E'7, t.JUND L 'J,IS.� -.. J / .. S. `11 •F :4s 'POCd_S A'3UT CR ARE PLACED h£.AR3t SE,Z VAT'S I:.R 34J? K4 SPF.ra:0 CAR'r, HALL 2E E;4PI 3+ED tl r ,/.tt L s ?P.,ALt p A p1 x52.00 ;E 4DI f[r;1N r,rl r 'rtn :S i r r;►.:5 .ANT 1111F TING REr /.t r.: .S:CI Srllii ,P r:'F � rs:Tt: ' IN G 3`31; A'd.4 '/ t ROM f , P iffr r} } }.f fiALLS O r'rt)r FULLY Cu r.11:i Y (;1, t111 3EHI ND r'rrr�, r t' SHALL. :,r REPLACED ' ; t aEPAI D. coilr:Ni _ JAI'1r 'NANCs r E ri'E dA� - t_S IS R>;siI RF`D ,) ' :4E PROPER ( "r' O'd'rER ‘,,PEN s:XC,A' /Ar1' +G FOR r PCt1, fl E SEA - .4A! L ri '3A.KS SMALL rat,)r .?F, Cur 'rr� TIF r :■E ENGINEER FCR ir4s r'?uc rlt r4s, `dl'EN cGrsc DEAL :'ELI FALL 'dt THIN <<*E EXCAVA rION, 13. T: E CG 4 IRA TCR SHALL 3ACKFILL rkE PODS_ SHELL 41T14 CAUfI!CN, r<<E' PL O.► ' G S;At.t NOT 3E QIS r+.23ED. 3.A+ KF[L L SAL L 3E .ACC► MPLISHED 'd1 l4 CI F SANDS FREE CF ANY ORGANIC :,A TE:2IALS AND SHALL 3E PL ACED IN 12' THICK LAYERS, EACH LAYER SHALL 3F Cr1 }1PACTED TO 90% OF THE" SOILS :MAXIMUM DENSITY 3Y TAMPING SOLIDLY, SOILS 3ELUV THE PAT[U SHALL 3E PLACED IN A SIMILAR MANNER. 14. 'dHERE PATIOS ARE INDICATED 3Y Url-:ERS, THE PATIO CES[GN NOTES SHU'dN ON WE TYPICAL 'BALL SEC !ION DO NVT APPLY, PATIO :£SIGN SHALL 3E 3Y UTH -r :2S. 15. 'dARNlNGT TO E PTY POD AFTER CONS TRLCTION, FOR 1TIC L.PLIF r PR ANY IE E,AT'H 1l•'E PCCI MUST 3E ELI14INATED TO PREV THE POOL FRG :a FL CtATING t;PVARO. TIE U'dNER :4t. sr CICNSULT A POOL CON TRACTCR OR POOL REPAIR CONTRACTOR EXPERIENCED IN FLI :41NA'ING LPL IFT PRESSURES. 16 THIS PLAN REMAINS THE PROPERTY Cr TIE CES- IGN ENGINEER It IS NOT r2ANSF ERA 31 E FRC :4 ONE CICNT:2AC rcR r0 ,ANO fl-t:R '1I r/H )uT THE ' /;2I t TEN PERMISSION CF tl !ESIG„N ENGINEER. $' C O N DECK , , SLIP :iESISrA,, rL NG ('1 /6 X 6-- : °' . 4 X '//1. ',her) LN C(::f,PAC441> FILL '1I TH 2t: :4OVF /( SEF r,'Ic,IE:2AL `MOTES) -- 2' COVE;2(CENTER) r! rCP 9, 6' 30 rTtCM '1/ :t3 A r 10' 0.C. EACH 43 AT 10 E.V. L3OTT. CENTERED 3'X3' CCNC. FT\ '1/ 1 .i•i CUNT. SrEELTEX FORM, KRAF T3CARD CCR F_QU1V. TYPICAL WALE Sr C rIC]N ri. r,s. ( FOR LEPTHS fO 6' -G' ) ANTI - VERTEX GRATE rU FE FASTENED '1IT14 ROCK 3ED < :41N. 3 'DDS. ROCK TU S rA3ILILE SOIL) REMOVE GRATE .AND 'drat_ POIN VALVE FRtC :4 :GAIN DRAIN, AND A t EACH AUXILLIARY PLHP LINE ',I} BEN EMPTYING. + P[i[]L DATA EQUIPMENT - r / 3' O 3 /0//i A) <4,41) d /!_I 3 e-- J [1 COPING � 01/.1)0Se TURNOVER 12 PO RS C MAXI:4IJ :4 ) 3 //RS .! L1 t ') /;.o' 10 15 tfri o i l U!') PROPOSED FOOL I� ,rJJ /S /,,t /it RESI.DENCF_: l SCALE' 1' - 213' rt� rEb PRIOR TU ELECTRICAL ROUGH ELECTRICAL CtC,Irif2ACr1:2 SHALL SU$:4I A REVISION 10 1NESE CRA StrO'dlrr EXISTING SERVICE "WITH ADDITILr:AL LOAD t.AL CULATNUNS Ar4D EXPEC rED AS -31.1I1_ r CLNFIGURA rit.J'NS IF DIFFERENT FRL :4 TV ESE £RA'dINGS. NOTES ESTA3L1Si4 PROPER ry LINES ACCLRATEL'f IN FIELD, AND HOLD : SE r'2AC:C Rf QU1RE:'EN IS 32 ELEVATIGN CF DECK IN RELATION HI HOUSE' ,E"5T,1i'-'/ /s // LN1 Lcm.tNG MuICK PA It) Sir: XT1 3ANQ G!b et1ifPAGTtt) P ILL. ,A110 CETA1L /4,/ Gi,r1.�. LEGAL -DP SCRIP - IC1N F�Y ✓Vd'wnK•f<aY.JL�.:� •'y�c. t:..o.44+'.6'..i61Y9P.td+Yfi � i•uY..i.iL+WY.M.yti�/ t uri 23 ALKF 2 SIJBD1VISUCNN .t3AY LLRE i'LAT. ri /A Po N/A L'r11:Et COUNTY NiL.1 grA:i .e'�o-sA HYDRAULIC UPLIF r COMPUTATIONS Ft.l:[)D C12£3T ELV. FCR AREA = b.0 TtCP CF POOL EL V. = /6.2y 3o r rc1 CF POOL ELV. _ </. 2'/ HYDRAULIC HEAD f ALLUVANCE }IYDR(3STATIC VALVE s - P.oi NEt :HYCRAULIC :'EAD s 1 it, USE MIN. 6' THICK CONCRETE FL OCR SLAB ,i00 DP fAlkr , 12' 12' 1 TAIL OF S rEPs N 'ri Pool_ A4 d 3 i1ALL e6 Oettitell? Pee, A-r rAoi.6 506 Solt.. IAlY4't'Lrfi(Ct1 14SL :4SL :4SL r;$ti L4 lirt4 s v pjklE,lsit,;t41 4 i'r'D Cl 1 . 1E03 HAv, ` 13E:E:rt DL' Lt4 £11;11LTr1 v Att$ t, AiTt?ly !Y 1 A$ INQICArF LdI THE, F,rt R11 PLANN% E vE:.i2'tl }r t ar of ckisskrt 3Y T1i L[�4TR ACIUR AN# TIi 4' t31'ti'4A - I $i LI Wtl Uri ri pt,A141° ANI1 11� R ARK �(1 V fRI#AL• A' k L' 1T$ tr i ciNI 14 TI1y TiIAY A:4Y Ct1f�DITII t R Ci4ANGE sirA7 ;ii F, Ct ki\ C1'AR( . 1 00' SHEAR FASTENER 2 24' ETC. EXISTING STRUCTURE 225' z cL a z a Vl M z 0. [') FITS. PRODUCT NARKING LOCA 4ION 2.1X)' 1)00 1 Z, Ol STORM PANEL SCALE 1 3' - l'- 0' vIDTH UNLIMITED (PERP. TO PANEL SPAN) 225' I f 1 r T SECTION ..- TYPICAL ELEVATION OVERLAP FASTENERS TYP. (SEE NOTE N 6) AL_ ANGLE CLOSURE PIECE. 1' A 2' x .055' MIN. TO 2' . 5' x .055' MAX PRODUCT M AR. LNG Qy t tON.'L LOCA'IUO TOP MOUNT. STRAP 1. FASTENERS (SEE NOTE • 6) PLAN VIEV BOTTOM MOUNT. t EXISTING STRUCTURE 0 .062'- l' MIN. OVERLAP 'U' HEADER SCALE 1 3'- 1'- 0' PLAN VIEW SCALE) I -1/2' - 1'-0' ALUM. STRAP TYP. (SEE NOTE 1 6> 317 O O N - IrrJJ 30'EAB' ANGLE SCALE 1 3'- 1' - 0' O N SCALE ' 3'- 1'- 0' N(1IFS' I. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE VITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION, AND THE 1994 BROVARD COUNTY EDITION. 2. POS111vA AND 14A1 IvE DESIGN PRESSURE CALCULATt SHALL BC PERFORMED IN '.(=ORD.WCE VITH ASCE 7 -88 'M /IN IMLPM DESIGN LOADS FOR BUILDINGS k'D OTHER STRUCTURES' 3. STORM PANELS SHALL FE 5052 -H32 ALUMINUM ALLOY. 0.063' THICK, VITH AN Fy (BEFORE RILL!NG) OF 27 KSI. ALUNINUR EXTRUSIONS SHALL BE 6D63 - T6, 'J.O.N M. PRODUCT MARKINGS SHALL 8C VITHIN 12' OF ONE END f THE PANEL_ A MIN. OF ONE )ARXENG PER PANEL (SEE STORK PANEL DETAIL W1 FOR LOCATION), AND SHALL BE LABELED AS FOLLOVS' )4P C 0 FT. LNJD„ FL. DADE COATI' PROD. APPRO. 5. ALL BOLTS AND ',kV-C:1 SHALL BE GALYANIZED OR STAINLESS STEEL VITH A MINIMUM Fy = 33 KS1 6. ALL PANELS VITh SPA'1S GREATER THAN 60' SHALL BE REINFORCED 2 1/3 POINTS VI TH A 0.087' ■ 2' ALUM. STRAP (SEE TYPICAL ELEVATION). STRAPS SHALL BE MOUNTED MGR IZON (ALL Y BEHIND THE FULL VI OF THE PANELS AND FASTENED ! EACH OVERLAP .N0 ! EACH END V/ 1/4-20 x 1' SIDEVALK BOLTS L DIE CAST ALUM. VASHERED V INGNUTS. FIR PM1EL SPANS 30' TO 60' STRAP MAY BE AT KIDSPAN. FCR FANEL SPANS LESS THAN 30' STRAP IS NOT REWIRED. 7. MATERIAL SPEC IF. CAT IONS NOTED HEREIN ARE T }E MANUFACTURER'S REPRESENTATION f MATERIALS TO BE USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT TIE PRODUCTS PROPOSED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TEST IN IN CQFORMANCE VITH DADE COUNTY PROTOCOLS PA 201, 203, AN) 202 VITH DESIGN LOADS AS FOLLOWS - POSITIVE D:SIC.i LOAD 72 PSF - FEGATIYE DCSIG4 U3AD 72 PSF REFERENCE CRL ILST 1 51017 AND S1017a. 9. A YARN ING NOTE S vALL BE PERMANENTLY PLACED IN EITHER THE SILL OF TIE SMUT TERS GR ai EYC)1 PA'EL ADVISING THE IUME INNER at TENANT THAT THE STORM PANELS WILL ROT OFFER HURRICANE PROTECT TEN UNLESS ALL KElli62CING BOLTS ARE P ROPE (LY INSTALLED. 10, TOP 1. BOTTOM DE "AILS SHOVN MAY BE INTERC34ANGED AS FIELD CONDITIONS DICTATE. PANEL MAY BC MOUNTED HORIZONTALLY VYERE APPLICABLE 1 OVERLAP AL. ANGLE CLOSURE PIEC 1' x 2' x .125' HUN. TT) 2' x 5' x .125' MAX. I - V2' nix SHEAR FASTENER e 2v ac. EXI ST IIG STRUCTURE ® ANGLE ©WINGNUT SC.V..E 1 HALF SLUE • MIN. , 085' SCALE 1 HALF SIZE 11/32'o ©KEY HOLE WASHER Ap:•.O, :) AS C0MPLY:NG W'•TH THE SC _ 1 FLOR'.DA BU:LDL'NG COPE o ' �( �.�: _ 10 i 1 PRO. CI CONTROL DIViS'..■ BUILC!NG CODE C0?PL:ANCE OFFICE kC,CEPTA`CE N0, PROFESSIONAL ENGINEEEF V.J. K T E H Ft. LIcense date P 0010983 1995 2 N v L o• 0 a �. 1) • V U J LJ Z Q -J J 2 m o^'— T' 9 r'.0 0 �V cI > • Iv tali V O N 0 • dr - a wing no. 94-118.2 sheet 1 of 3 GLASS OR DOOR f ANGLE TO VALL DETAI- GLASS OR DOOR — Ex' STING STRUCTURE TENSIQN FASTENER (SEE ANCHOR SCHEDULE) 1YP. TOP L BOTTOM EXISTING STRUCTURE O WALL MOUNT SECTION SCALE • 3'= 1'- 0' EXISTING STRUCTURE 1/4' 0 RA VL CALK -IN e 13' a .c. (SEE ANCHOR SCHEDULE FOR DIA., EMBED. OR ALT. TENSION FASTENER) 0 LLITF. THIS DEIA1 MA BC USED AT TOP AND /OR•BOTTOM Cr PANELS. VHERE PANELS ARE INSTALLED HORIZONTALLY, USE AT ONE CR BOTH EN)S. O DIRECT MbUNT SECTION SCALE • 3'- 1'- Q3 CONT, (TYP TOP 1. BOT10M) 1 -20 MACHINE SCREV L VINGNUT Q 6.5' ac (TYP. TOP L BOTTU4) PANEL TO ANGLE DETAIL VOOD FRAMING l /4' '4AX. GL ASS OR DOOR ANGLE TO VALL DETAIL 1/4' r SS. LAG SCREV e 13' a.C. (SEE ANCHOR SCHEDULE FOR DIA. EMBED. OR ALT. TENSION FASTENER) TYP. TOP 1. BOTTOM 0 CONT. CTYP. TOP L B(]TTuo VOOD FRAMING SCALE 1'- 0' GLASS OR DOOR QJ Ct04T. (TYP. TOP 1. BOTTOM) 4 ® CEILING /INSIDE MOUNT SECTI ❑N SCALE (3'= 1'- 0' 1/4' MAX. V4 -20 MAO"INE SCREV L VDN(?uT Q 65' Or. PANEL TO ANGLE DETAIL SHEAR FASTCNER (SEE ANON. S CHEDULE) TYP. Tlp L a C T T ON( EXISTIN STRUCTURE I /4-20 1(ACHINE SCREV L VINGNUT Q 65' O.C. (TYP. TOP L BOTTOM) EXISTING S RuCTUR£ (LASS OR DOOR —^ /4' MAX, g1N11N MLLU 11 L III • X I i 4 �p F IN1 SH 4 2' x 6' P.T. VDOD CUNT. NOTE THIS DETAIL MAY BE USED AT TCp DR BOTTRI OF PANELS. ® CONT. ti V4'/ x I -3/4' S.S. LAG e13' ac. V/ PENETRATION INTO VIED 2 - 1/4'0 x 4 - 1/2' S.S. LAG SCREV Q 24' ac. MAx V/ I-3/4' PENETRATION D4 CENTER If STUDS O WALL MOUNT SECTION O WALL MOUNT SECTION (BOTTOM) sr,ALE • 3' - 1•-0' GLASS OR DOOR + U_ a EXISTING STRUCTURE TENSION FASTENER (SEC ANCHOR SCHEDULE) TYP. TOP L BOTION IN. O CDNT TOP 1. BOTTOM) SIX CLOSURE REQ•a (SEE PLAN VIEV) ExISITNG STRUCTURE V.J. K Fl. Lice t/4 -20 MACHINE SCREV L vINCNUT t 65' OC. (TYP TOP 1. BOTTOM) Q3 CIYNT. (TYP. - -„ TOP l BOTTOM) 0 1/4 - 20 MACHINE SCREV L NUT ! 13' D.C. (TYP, 1pP L BUTTON) o BUILD - ❑UT MOUNT SECTI ❑N SCALE • 3 1'- 0' AF?ROcED AS COMPLYING WITH THE TL.n'D: si.i 1C NG CODE P %DJ�OI ;ONTiz..JL DiviS'O;i 30 (IirNG CODE COMPLIANCE O FICE •.CCEPTANCE NO. J a1 L 0 PROFESSIONAL ENGINEEE VICH NO' PE 0010983 R - 7 1 °95 date oy 0 L V 44 '0 • F b 5 Ll 1"( r, N 4 0 7) 1 '1. .0 Q r F 0 cirarinp no. 94-1182 sheet 2 of 3 ANCHOR SCHEDULE CONDITIQ( TENS[DN FASTENERS SIEAR FASTENERS EXISTG STRuC R STRUCTURE CUNC RETE CONCRETE OR HQLOV BLOCK VODD FR ANING CONCRETE [ELLEN B OR IALCV bLDCX V00D fRAMI -. ANCHOR TYPE !Tv TAPCIY( U.S. SLEE vE RAVL DROP -IN RAVL GYX - IN VCOD LAG S ORE V RED HEAD t7 FF VE ITV TAPCE)M RAVL CALK -1N VOOD LAG SERE DIAMETER I/4' I /4' 1/4' 1/4' 1/4' 1/4' 1/4' 1/4' 1/4' MIN. EMBEDMENT • 1 -1/4• 1 -I/8' - I - 1 /4• - 7/8' -- 2' 1 -1/4' I -1/4' 7/8' 2' SPACING 10' 12' l3' 13' 13' 13' l3' 13' 8' i 2' x 4' P.T. VOOD CONT. GLASS OR DOOR 2 - I/ Vol VOOD LAG 1 2 O.C. V/ 14114. PE)ETRATIDN INTO v00D FRAMING OF 2' } 2-7/8' MIN. TO GLASS O SOFFIT CONNECTION DETAIL SCALEI3' =1' 1/2' TtI<. PLYV00D EXIST DIG FINISH MATERIAL ® CONT. O WALL MOUNT SECTION SCALE 1 • MIN CNBEDMENT EXCLUDES vALL F INISH OR STUCCO v00D ROOF TRUSS STUCCO FINISH DR PLTVOOD SOFFIT 2' x 6' x .123' PLATE 1 TRUSS CHORD i 1/4' MAX 0 4 MIN. 2 -7/8' MIN. OPTIONAL. BUILD -OUT (SEE DETAIL © SECTION) 1/4'0 SS. LAG SCRE Q 8' QC. IN CENTER OF VOOD LEADER 2' x 4' P.T. VOOD CONT. GLASS OR DOOR GLASS OR DOOR O 'PASS THRU' DETAIL H SCALE 1 3' - p.„,„ivfdi — 2 -7/8' MIN. O WALL MOUNT SECTION SCALE 3' • 1'- EXISTING SIDING 1 5 /8' MAX VOOD MOLDING ® CONT. . 1/4' MAX. T Z OPTIONAL BUILD -OUT (SEE DETAIL © SECTION) — 1/4'/ S.S. LAG SCREV 1 8• 0.C. IN CENTER or V6'DD LEADER APPROVED AS CCMPLYINO WITH ThE SOUTH FLORIDA BUIDING CODE DAT BY PRODUCT ' CONTFOL DIV SIOI BUILDING CODE , �OMFLIANCE OFFICE LCCE ?TANCE ND. A FESSIONAL ENGINEER V.J. • r• CH Fl. Li � ns N PE 5 010983 1 J date U 2 8 0, Ir V >. .0 Z • 4 0 • , n Q a , 0` 0 (1 (') (`7 Q O • ce Z J o E�(1 N 0 N W Q J 0 o MAXIMUM DESIGN WIND LOADS (PSF) FOR ANY TRIBUTARY AREA DESIGN WIND LOADS (PSF) MEAN ROOF HEIGHT TRIB. AREA > 50 SQ. FT. NEGATIVE Int. Zone(4) COASTAL OR NON - COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) 6 (5) NEGATIVE Int. Zone(4) NEGATIVE End Zone(5) > 15-2Q._ 0-15 40.6 -43.4 -51.4 > 15 -20 44.1 -47.1_ -55.8 > 20 -25 47.0 1 -50.2 -59.5 > 25 -30 4 -52.9 -62.7 > 30 -40 53.8 1 -57.4 -68.0 > 40 -50 57.3 -61.2 -72.5 > 50 -60 60.4 1 -64.4 -76.4 MAXIMUM DESIGN WIND LOADS (PSF) FOR ANY TRIBUTARY AREA DESIGN WIND LOADS (PSF) MEAN ROOF HEIGHT TRIB. AREA > 50 SO. FT. NEGATIVE Int. Zone(4) COASTAL OR NON - COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) & <5) NEGATIVE Int. Zone (4) NEGATIVE End Zone(5) > 15-2Q._ 0 -15 37.2 -39.7 -47.0 > 15 -20 40.4 1 - 1 751.0 > 20 -25 43.1 1 -46.0 1 -54.3 > 25 -30 45.4 I - 48.4 1 -57.2 > 30 -40 49.3 1 -52.6 1 -62.1 > 40 -50 52.5 1 -56.0 I -66.2 > 50 -60 55.4 1 -59.0 i -69.8 MAXIMUM DESIGN WIND LOADS (PSF) FOR ANY TRIBUTARY AREA COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) 8 (5) NEGATIVE Int. Zone(4) NEGATIVE End Zone(5) 0 -15 45.1 -47.9 -61.5 > 15-2Q._ 49,0 -52.0 -66,8 > 20 -25 52.2 -55.4 -71.2 > 25 -30 55.0 -58.3 -75.0 > 30-40 59.7 -63.3 -81.4 > 40 -50 63.7 -67.5 -86.8 > 50-60 67.1 -71.1 -91.4 MAXIMUM DESIGN VIND LOADS (PSF) FOR ANY TRIBUTARY AREA DESIGN WIND LOADS (PSF) MEAN ROOF HEIGHT TRIB. AREA > 20 S0. FT. NEGATIVE Int. Zone(4) COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) S (5) NEGATIVE Int. Zone(4) NEGATIVE End Zone(5) > 15 -20 1 0 -15 43.2 -45.9 -57.2 > 15-20 46.9 -49.9 -62.1 > 20 -25 50.0 -53.1 -66.2 > 25 -30 52.7 -56.0 -69.7 > 30 -40 57.2 -60.8 -75.7 > 40 -50 60.9 -64.8 -80.7 > 50-60 64.2 -68.2 -85.0 MAXIMUM DESIGN VIND LOADS (PSF) FOR ANY TRIBUTARY AREA DESIGN WIND LOADS (PSF) MEAN ROOF HEIGHT TRIB. AREA > 20 S0. FT. NEGATIVE Int. Zone(4) COASTAL OR NON - COASTAL BUILDING ZOIiS MEAN ROOF HEIGHT POSITIVE Zone(4) 8 (5) NEGATIVE Int. Zone(4) NEGATIVE E,d Zone(5) > 15 -20 1 0 -15 39.6 -42:0 -52.1 > 15 -20 42.9 -45.6 - . > 20 -25 45.8 -48.6 -60.3 > 25 -30 48.2 -51.2 -63.6 > 30 -40 52.4 -55.6 -69.0 > 40 -50 55.8 -59.3 -73.6 > 50 -60 58.8 -62.4 -77.5 MAXIMUM DESIGN VIND LOADS (PSF) FOR ANY TRIBUTARY AREA COASTAL OR NON COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) & (5) NEGATIVE Int. Zone(4) NEGATIVE End Zone(5) 0 -15 I 41.3 -43.8 -56.1 > 15 -20 1 44 8 -47.5 -60.9 > 20 -25 47.8 -50.6 -64.9 > 25 -30 50.3 1 -53.3 -68.4 > 30 -40 54.7 -57.9 -74.2 > 40 -50 I 58.3 1 -61.7 -79.1 > 50 -60 61. 1 -65.0 -83.3 , ASCE 7-88, 7 -93 DESIGN LOADS FOR . COMPONENTS & CLADDINGS BUILDINGS WITH A MEAN ROOF HEIGHT .< 60 FT. ROOF SLOPE, 8 > 10 ROOF SLOPE, 0 < 10 NOTES 1. TABULATED DESIGN VIND LOADS ARE BASED ON ASCE 7 -88 AmD 7 -93 SPECIFICATIONS FOR ComPoNe /tS AND CLADDINGS. THE Fi7LLOVING DESIGN CRITERIA ARE USED' A. MEAN Rolf HEIGHT LESS T1AN OR EQUAL TO 60 FEET. B. )ASIC VIND SPEED 110 NPH C. AN IMPORTANCE FACTOR OF 1.05 FOR CATEGORY ) STRUCTURES. FOR CATEGORY II AND 111 STRUCTURES, MLLTIPLY APPLICABLE LOAD )Y 1.12. D. 1RI)UTARY AREA AS NOTED. 2. DESIGN LOADS ARE APPLICABLE FOR COASTAL AND NON - COASTAL BUILDING ZONES. EXPOSURE 'C' IS USED FOR ALL )uIL.DiNGS LESS THAN 60 FEET. 3. POSITIVE AND NEGATIVE LOADS FOR ALL FLOORS ARE )ASE) UPON THE MEAN ROC" HEIGHT OF THE )UILD1NG OR STRVCTURE. 4. BUILDING ZONES SHALL )E DETERMINED IN ACCORDANCE VI'H THE DIAGRAM SHOVN. D11fNSION 'o' EQUALS 1OX OF MIN1MUI BUILDING WIDTH OR 40% OF MEAN ROOF HEIGHT (h), VMIChEYER IS S'4ALLER, Dui NoT LESS THAN CITHER 0 OF MINIMUM VID''H OR 3 FELT. 12 S. LINEAR INTERPOLATION MAY )E USED FCR YALLES )ETVEEN TABULATED ELCvAT1ONS. 6. TRIBUTARY AREA REFERS TO THE AREA OF LOAD THE STSTEN OR CONPOHCNT RESISTS. FOR SYSTEMS SUCH AS STORE PANELS AND FOLDING (ACCORDION) SHUTTERS, THE TRI)uTARY AREA NAY )C TAKEN AS' L VHERE L • SHUTTER SPAN FOR OTHER SYSTEMS, REFER TO THE ENGINEERED :RAVINGS OR PROFESSIONAL E GINEER THIS OFFICC FOR APPROPRIATE TRIBUTARY AREA OR USC TALCS DESIGNATED AS DESIGN VINO LOADS FDA ANY TRIPJATARY AREAS. f X. r r N: C7 a n Q o 05 - �V z :6 3 v) 1 -- W Z N 2 Q 2 0 0 L b 9 S X i tt • mmommommilmommo C - ` drawing no, 94 -200 sheet 1 of 1 13 fr^. i . 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