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Building Permit Application
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED ( �a Date: 11/18/15 Permit Number: V I i im. MAR 0 3 2016 Building Permit Application PERMITTING Planning and Development Services St. Lucie County, FL Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial X Residential PERMIT APPLICATION FOR: Shutter ..F s rid„ r` s.a�S'-t - � k --t PRO,VEIttIN,TIOCAT. M � � � E€ F Address: 7420 S. Ocean Dr.,#C-715 Jensen Beach, FL 34957 Legal Description: SAND DOLLAR VILLAS CONDOMINIUM C-UNIT 715 AND UND PRO-RATA SHAREIN COMMON ELEMENTS Property Tax ID#: 3522-604-0040-000-8 Lot No. Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: TA(LED DE RIPT�IQCt �UtJRK ,� ��' w _ E ��� �e 4`�p_. € ,.,.`'ti", : Installation of one (1) rolling shutter (crank operated). 77F;77,7777 5,Adl -4Q 4+ NSTRtIC£`I '�'INFIJTSMA�TI�JN iE 0& 2 [1 K €E 3. ":.°.. itiona war to e e Orme un er t is permit—c eck aV appy: HVAC Gas Tank Gas Piping _Shutters a Windows/Doors Electric Plumbing Sprinklers 11 Generator Roof Total Sq. Ft of Construction: S Ft. of First Floor: Cost of Construction:$ 869.00 Utilities: Sewer 0 Septic Building Height: CON TRAC "0,R�, Name Thomas Trujillo Name: Michael Heissenberg Address:13280 SW 71st St Company: Expert Shutter Services, Inc. City: Miami State:FL Address: 1626 S.W. Biltmore St. Zip Code: 33183 Fax: City: Port St. Lucie State:FL Phone No.305-984-4432 Zip Code: 34984 Fax: 772-871-0990 E-Mail: Phone No. 772-871-1915 Fill in fee simple Title Holder on next page(if different E-Mail: callexpert@aol.com from the Owner listed above) State or County License: 16572 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. S1JPPgltElt� N CdNS�TR:UCTitJN Wit Lr4lt� INi+f3RIVTiO ' A A% ., DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Tiiteoo,Inc. Name: Address:6355 N.W.36th St.Suite 305 Address: City: Miami State: FL City: State: Zip: 33166 Phone: 305-871-1530 Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney,before commencing work o-r-mco—rding your 06tice of Commencement. S _Signature of Owner/Lessee/Agent Signature of Contractor/Lic nse Holder STATE OF COUNTY OFORIDA �`� _ J r A ,-� STATE OF FLORIDA ��. L L/l COUNTY OF The f going instrument w ,s cknowledged before me The forgoing instr ent w acknowledged before me this�day of�Q aM 20 .�by this day of )�CA/( " .20 by M ), C h a I i W I/�)_Q (y) ),Ckao I (Name of person acknowledging) (Name of person acknowledging) Q42kUy �_ � 1 . GVPC147CO (Signature of Notary Pub'c-State of F o (Signature of Notary P lic-State of For d Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identification Produced I Type of Identification Produced Commission No. 1 11+V1 (CHER VIZZO Commission N T- 1-7 �p Y& 1100;R]�R VI710 o� NOTARY PUBLIC o� NOTARY PUBLIC og P a '�. Revised 07/15/2014 �;s . ti$Comm#FF976266 Wsi 1�� m Corn FF176266 �4-ioE 1g1 Expires 11113/2018 DQE 19 Expires 11/13/2018 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS MAX.ANCHOR'S SPACING SCHEDULE VIS F0kA GIVEN SHUTTER MOUNTING TYPE WJ 5116"O TAPCON XL ANCIHORS TO PWRED'GONCRETE`WALL A S.D.DESIGN LOADA SLAT SPAN RANGE _ WAI:L,t�At7UNT . ,moo. VAT$PAN.PMGs MAN >'4'-5',f i>:.S:�-W f >4"'-7°f .,>7"=B•.t '9'--12'T > 12'�-78't7 15=20'f Ruim v) �s..w0.0 s'' 8• :B• 8. 8.. $.:. 7 .1f2.. .. 51/7, 87 8 8,. 8.: 7• 3 3f4 - �sLhi NA _ _ _ _ �. >6a'-ice S"- 8• 8: L-2 �P.461,_... G{4 q f�2 SH _ - 1^�$' 3 tf2" 6 4' 3 314- - _ ... �SU ON .a" (• S• h•. _ - 'SLAT SPAN DEFINITION TRAPPED tv OUNf uwaun SPAT.SPtWRANGE ,asa. ems+ 12'-t&'.f.. a 18'-W 3 =�"_V 6� G� E. mss. G.: 8. sf2•. aa..sa >sr-6cl G" fi' 6.^^�w 6' 6•' c a' ,_ a#-as. 6" 6 �• 6^ 4 3J4' 5 3;/4' 3f 4, atfi.-Sc 6' 6` 5 ? 3I4` 3 3/4" BUILD-OUT` CUNT ts.0r SCAT SPAN RWOE' _ W-4:# > 4,�s,3 >5._s..f }.'d'-7'f _ >7'-'9, t . r'W-.12#' i'1z'-tc`f. . } r otssai 6' ¢• v 5•.. B",. -'6- &• 6" S. o' 61. 6` 6" 6'- 6' S. 6' .`,'1/2' 5'1/2''4-1/2' .4' . sa-FO: 6' 6` �. 6. +" 3 >6;40. c G` 6` 6' 6" - 6" 6' ..G'" -, 6 6" 6 6" 6' 4" A'"�.3 3/4' 3 3y4'3 3fA 3 314' 314 3 3/4 6. 6. a» v s,314 4 I/a 4 if2'' 3fd sf4' / ' 3 314" 3 314' 3 3/4. M .j _,M__ 1W 12DU 6 ., 6 5 t/2 S �fR" 5 314 4 1Z 4 1,2' 4,112 -3.3/4 33/4`3 3J1" 3 w'f4 A-3 4 - __- a <fz"4 tl2 3 3fa 3 3l4.r�af4 1' 4 1/2' Tit 3..314 #,�#plafiiiNr/l/bty 'F;OMDA I}( IE PERT S rYWC'-'amwo0 A cNC,MCEB+MG COMPANY EX T ^S (�=' 4Y'4 K Sdir p }ii% :?L f03033t6K lO PO STAiE +�t e*+t3'4fs:aa9eUCLm � !t` o t ' @11}1};1#il#A#lA."' :MAX:ANCHORS SPACING SCHEDULr' FOR A GNEN PRODUCT.MOUNTING TYPE:W/6/16VTAPC0N XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WNALL.A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL:M6UNT MAX.A—SM .. SEAT SPAWRANGE .DCSM P, o:-a!1, >a'-5',t: > >9'.-t21t. ..>.12'-t s't: _?.'75'..yq•-t: s 30;0 >ct-bq 8" 8 72 7 52 m MA) 7 't!2 SPAN w�._._,...._.. ,._ ...,._,. ..._.�..____.....�_..„_ .. .., ._.�..._,..,..._... PRE Yi -20 8" 7'7/2 6. ". L SPS PEF SLAT SPAN DEFINITION S41 TRAPPED MOUNT. wax„tis.o; SEAT'SPAN.RANGE F � RAtvac a,- t. >4•-5 t >-V. fi.t , fi• 7'.t i`-s't > V12't .> __._ ._.. a ti 2- _ 2 L77, BUILDOUT MOUNT DiE xxNC SLAT SPAN RANGE t >5-6'i. 5,6_7. > 7,-R,t >8-22't >:If-W t } RA17tfC _ . . rune(003 (E) � . E Co Ei: E:3 e <E9 na b" 6' 6• f' .b. 6' V. ...b, 6' b11 G n >41-60 a,y/, V, 6- 6` s" - 5 7f2 s i/ .s v2 /z _ 5 47 _a' e s" D s 1/2 s jL2 a°3I4. - sufi saa` s' s ea I2 2 4 r/z rd :/2 Tt. - - >721..i+D 4 . tttTFTH,iit/littxyk.' 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X31-40' 1:0 80' 10 100 386 120` 440 140 39$ 180 823 '. 240". 1325 320 �41-60_ _0, 1, ,2 _Q 1.50 794" 180 809 210 708 270 _1,266 360 _3962 480, >6.1-80 1,0 "16.0 616: 200 787m '" 240 796 280 100;7 360 1695 4802422rr N 600 123 21`0 550 '263 7,11, 315: 17 x1.2 368 1372: 473 20416. 591 249;2 638 >106-120 313 210 728 300 88.8 360 1345_ 420 1.587 540 w 11� 640 _...,.. _........ _ . ..._._. _. .._.._ _ _ ._ >12€--'140" 552 '280' 96th 350 1'003 420 '1'612 490 . 1869: 630 2039' >141-160 7B`1 320. 11186 _4001 32.2 ASO 1.873 560 1740 640 5t1tT -LArPS N DEFiNiTIQ iT zt:eEr�i='��s�itis�wry��i�i� ?r�cros oa a�itrr€�i�rr�aot�wFr•7t�T�x€sn,�s�au,"ruRGrs. - D�,S,t�tsEDSt}Stt?et't�,TVsh"R}ypFC�s:ES,if3Ft3�,'.'�usF>E#2 UtsTFc�OT C7F$tt!lTTER NcK�?T AT843TN'.t�MisS.: SEETNiSSg-MMR*BWV4 ES: Vy SIDE RAIL,' Vx tttttltttitt}3ttltltljJ Y � p.TiL""ClT�,,.,. :tamtx ec :yyF�' gENS, ceo rrcca 11LIEC 0, to >Xr'R tAtii ATL t9NG#LNGNLCf1NG C4,IwPdNY EXPERT Si ltx. G'"KH t:m t trnast-e5tf �7w :9 FC01{�d ;• ! :trt •cex3 � F:�dll7t�,F.L. ¢1 t. laRr+tw `�Sft�# 311L�:G. sr<tir t -s¢S, wuar! illi SIAT'PEftFORMhNCECFiART'� ' '�C' XC�.:jtYNLYVAtILTFdFt'#!2"SLIPI kAT'PEWORfAMCECHART ID? ' TICic'OT3lYVF1Ltt}FdRt%d"SUS !}AAXI7IUA7SLA7SPANANPMI GNEN.WdODGFtADE A.S.D. FORA 4WEN MAY11AUhtAS.0;6ESfGN PRESSURE.MTtNG ta,s.A AND StRfTTER A#OtaJT't;OitDrTKTtt_FOft FQRAG VENLW}tB1UMA.sD DE ON PREMUFtE PJrTBYv'KPs.RAN,%SMUiTE(t IiDUNTCANDtTII+J{W FOR SHUTTER MOUNTING TYPE FOF lNSTA1tATSDMS t'Y.tl STCN?UBARSPER DETAIL 2 BELCIW` If15TALU4TICN5:VS3STDAtAAAR.�ITER DETA1t.2 BELOW AS PER LIMY CHART ilsi ' '" CHART IIl 1' *� ci aRT IIe 3 um ttmm vul-r wotml mm mt cttA,Rr Icl uY U=m wmFWMNVKI K Asa Lm � UZ apt WX +M=WK MV E Asa tow : UM MkYAM POS1T}t l,S.D. USE KVtMSAd Pti�wn Asm. 4�'OOQ GRADEat=ali �SJ16'PJ TAPCON ZCL AttcHOR, W4.SSAT. tIm=, .FIFO TAPCON'XL ANCHOR O,SAT LM Vxm . .. SPAY , SPAt+1_ fa -VM SLAT SPATLlml` m.tuL S'OtRmm ro -_ :Iti>ouw 'MUMED`ibW-SLITv SPAN, 'I.,N4 FOMM Npt'StTWaA M M .. AeAttuw *wm (it1, 01) } a,m&bt DP&a t;i. LAux (tt} (t3} k==70 SICK OF stAT t�} sarHMN PINE 12(G-0.55) st ;. , °' .r w/o srDRN SWs ' , YY O:s[DEt BARS, j�yJffR sOUni(6��&) f: ua 7w+B rOtus a zo+x t > tRRB zoNss. x'-..11 ——p -_ G _ ( - .'R." Q' _. ,-5.... ,. tsac}r�ro6}( u t - s f-3. ...,t, . PRI.CE PS:e-FLS T!.dT!5(G.=0.s6 &J imt nRieib#0=60 A)M,kav8} _ -2-1-:91- _-B•-#' 1' _ 6-10 3C.4'• 6'-' 8`-3' ..S' 3' ?7..",. _. i' 8,.ti8 ...�._e.-.. _...... ,.....�,_.. _. O_ .. 3S�0�"! '7,-9' ?:_B" 7 9' 7��_3- ..1' 8.t/8• 4A4 ib Dt0'n 74' b: T._5. .. !` $ !E:„ ._.. 4D.P�' 5?,..... ?_T'. . '3�,7" 4- ... t3 tJ6.-< MR, :ib..b :ton In n rr=i i ,S i z a'w.D�« a-d r a z a e n t 5 I,e Y!T & me w.w 7 1. _IF--F AC-0. .tot n &'—b _ ........ ......81 2` � Sal) T-3' � Y-1' Tt}", a - I- SLAT PERFORMANCE CHART UIX:tONLY VALID FOR tt&SLIP] SLAT PERFORMANCECHART N.:jt.ESS THdIId StE"5LlP! a _t..... FORAS!VEN LtAxWVM,l S.DMUGN PNE5SU9CW$-1 G tC£f AND.BNUMR UCUN:C0N taNFCR FORA LNEN A S D.Dc"SIC,N MAD T&ft rMTE4t?aOttNICffiX.0 tOFS LKLU£R3iCs � i^ . INVAttAM0N,WID ST"tAZ,Z%R WAIL 2 BEL60y #. AVa6RTYPEANOFOR WSAt AIIONS V40 ST t}USARS PER DEPAR-:TR£L..jYV ' �r CHART ay ! CHART MCI 511fro TAPCOY XL ANCHOR ME mom vm MUDS FRisl'C!!®l4WK ASA Lm USE tIAX1iSt P09RrL AS:D: - .. - iTSC SIAYTplIAi VMUE tYC1K'E£tt.POSIK UPOLNN N 3Di S1tG0 TAPC97J J(LANCHCtR WN.SLAT- LOWy{YC *0 N�MTIYE AaM LOAD X".LMYAWL' l i�ua}•tw ^i: VAX SIAT 'Wt-SLAT '. --`�itDLS17sHAtlpi �. 1 . VA)L"T.'SPM � �� BFO ARM WSL SEPA+ATi0pe1 TO SPAN SPAN To aAsn Ta tom+ f i6 + {tt7. t TO a+cx`or.sTA?'C�)' aEcii 'Lswc'{FT; "I tat'{FT} \, fit: A8D L> x tKC}: Yr, OrsxN eue0 ar .;7waa aar •r. "�: MLpF tY/0 StcRtl:eAFS {: P w _ W/o sromA ems tarn RAiC tWlcT-. D./; j� YCUtf wt ,zas wmo:mt c" E'pa{} igy�j9a+F(T+. zol EE7AIL1(ELEVATIO I=OKM 6)IDmat omwa) 4 P 3MO r.. T-8 ?:-t-- T'..5: .... 8'-7- t .,... ._,_..a �.:........ 3QA! G'-6•. 350 N y�E.. t6,b+� 8'8 B�$ ;6'-8 5i-ti i ....tL, B:...__ •45,b'' 5 t6 b•_t- A-04 NDiCkTED MAX. Ss '3'-s _ t 9 t/tl,._ SS.O�+ 9.=7 60.a' b• t«. .`-_S_I _. t_ 3,µm,,. 3'S" 80.0 IS,hV,Stifi -MR THE CO µv. } LahD. Yn mAximum A.S.b.DESIGN LOAD VS WOOD GRADE;SCHEDULE: t.,WOOD#Rul,w N ALL 10 $?E 5 CNT-N 0,iETA',i c..vWA rL DWXAS-RR-MM(C?0.46) THE FORIDA SUiLDINCi. S%TtGN ME d2'(G-9.�'+} : S:QE O^-0?Elat dL 5 lHt. gma R?v'E-f7R-SIH{ti�1tJ6}', . -wMR rt-mum(0-4Q SPAN.��Il� 'OLD tCz-sxlatEJai t t0�•Q Flkt°2549=t7St 3 1�,� ...r..' - �1' Q2Dt3 PL?CG'J ftC INSTALLATION!tNTQ W4s3D FRAME STRUCTURES Ise .>- ,„,—,,,,,.„ "'� f+•^'°-"7}t' T1UT tC5T1MC a(KWH[£i1eiC CQupAVY EXPERT S 2'=. ^.�:�\.�a`�,`>„`� 1rn }/ E FNJX •tJ.fl (�•( F { sato+�r,tcw s w,xa Ys�n cu�uv.n ales t e- S+ ft+=- (}P5$+.i 4 X.it• ISu:}}S}t.r,AafFOR '.Yf! •.: (2i-.*yg"SiiFS 511w° .:.� 2( 'l�iiyy ° r.PY s7n4 � vn ;z Iiaa; irvn.p stir;rhe>..1:: f O gETAIL 2-(UgMATIQh(} +, tAt . A!rr+riltttttntittl"= ._ MAX'.ANGHOR'S'SPACING;SCHEDLIZE VI FGR_A GIVEN SHUTTER tySC)UNTING TYPE WOO GRADE.A.S.D. DESIGN LOAD(ps#)AND SLAT SPAN,RANGE WAIL MOC1N f"&Bl11LLi=0UT MOUNT T4 2"x4"WOOD STUD WALL UOUNT T.0 Z!XW WOOD.STUD!llIhTHVNIMUM'1f2"PLYWOOD ME DETAIL 1 0N'SHEET 20). (SEE DETAIL 2.ON"SHEET 201 +axawdwiaa2si SdAT SPAN RANGE WOOD'GRADE SUT.SPNi•RV 'WOOD ORADE SOUM6V4'Pft:E: 2 40 6 S4UiiitRtS Rm.k2 A0: S' B- _ 6 8 -42/4' (G=0:55) 80 _ d_0_ E0 8" _G' l4. a Y/4' 3 3/4"V OOL1Gf1S-FIR�SGUiH_ s 3o.c. LL fi' DOUGLAS iid-50UPII •:30.0 f' _ _ 6 ... _ ° _ 40. 0". (G Q.he)' 40 6" G" b 5 !la" 5 r/4" a 1/4" C�P#€rf3It-S0U1N ,s 30.0 g° �JG£`P#NE-itR-S7t1�?i 30�y 5" G` 5" 6' S t/4" tC fl.36 0.363 _ BUILCs-t7tlT�MOUNT T04"4'.'WC)6QZTUD'WITH MINIMUM 1!2"PLYWOOD (SEE DETAIL2 ON SHEET 20) wcnw SLAT'SPAH RANGE WOOD.GRADE .%'nom" d—Ir!" >:t-5'. >5-i3" `P i Iw e#)w + w tnuaat it r rpt w r v mom wl ww w�"m w�ultntrw., soARrt'r wur r�UXAV a SOMER`x:PINE #2 _400 6- h � �._. �. ;` - � _ mm K 1-/-4-—S—t/1 4' 4• 3" DOUGLAS=FIR—SOM s 300 .6- &, 5 A6 40.40. 6 6' _.�" �;" S,t/`..'a z/2` 5 112"5 tt 4 tfv"4 2E2" 5 Rt;;£.i iFtE<F1R-SOJTfi r �• 6" 64 6: U. fC=G.3fi) Iac�e. .. _. t+tytlt+t4liii##!tl# M.AX:..SPAN FOR SLAT FOR:A +` P;�.'lC[' #y� FLORIDA 8u GAWEWkS.D.:DESIGN LOAD SNAG€ tlp�?;Exc££D MAX.�{A;. , � ENSF SLAT"SPAN''INDICATED ON �� SLAT PER€7RMkAtCE.GHARTSi�-� � ? �� ���Ittic. ON 23 SKEET, "— i EXPERT S #%nom T�.41T TC5 YH !k LMGtNRRW C�tlF`ANT ^a. txsa s rsx txexry-s Y r tart{Ei uiL LGA^ TABLE "fi MAX.ALLOWABLE STORM BAR SPAIN.(ft)FOR A.GIVEN A.S.D.DESIGN, LOAD(P.s f.&A GIVEN STORM BAR SPAACINGIM•• �aa>a�au►a: .. . STORM BARSPACING (FT) R�ESiCN`. :. . AR2EMRE R AMG 2•' 2.667' 3' 3.5 4' 4.V 5' S 5' 6' 6.667.' n s ' t o". 1 o" i o : : THIS aE�l k IS Ow r. 11",Q -_ w - _. w/ 1, yR 1aOl�E•STUR! t � - - t 1'-.G '11 0. �.,._.�... 11,-0' 11,-C)„ i 1 --0.'• t 1 '.0" 1:! 0"' 11 '0" i 1"-0." f i -:p" 45:0, 1;1'-0 1.1 -0'": t t'--t1" i 1'. G" t V-0'. i 1'-0 );1 i7" 11'-p" 50:0 IVw 1'f-0" f1':—o' f V,GC fl'-d" i V-07 I v G" 1 t 0 i'4'-fl" �THIS REGION IS'ONLY 55,0 1 t .;0" f i G 71`-t7" 11 -p 11 -0" 7-1'-G" t1 -0" ll'-0,7 11;'- 0 4`.t`-0" MARE"�TaRM :- „.__ 60.0 11”-G" 11r-p" 14.'0." 1.1'-p'' t t .0"'' , 11`• 0" 11"--G" 1.1.1%-0.1• �: Cas 6 f 1 0 31 t3 i 1` t1" f 1`-0 i 1 0" 1 g 1'-fl" t i -.t1 1 I%-O" ' 70:0: if" p". 1'1':-p?' 11"'-0"` 1:1',.-C1" 11,µG" 1.1:.-0.,. 11 _GM -f1�:p»:.>D 1:1`=0 • 75:0 11'_p 1.1 :G 11f -t}" i t,-0"_ It'! 0"' 1 i,�D" - 8p.0. 10 1Q 85.0. t f'-0" 1.1 U., 1.1•' 0" 1'1.` 0".: 11`_p.. 11'.-p„ 1 t'-0 900: -ZI. �p,> 1 f>_p,...: . I 1%...o" t f g':.0 w _ 110:0 1':t l"o" i I .0,"' 1 0- i-V-G" - 120:0• 375.D 71" 11 p- t0'-1C7 0 1'f'-0 - 140.0 11'-(1" 13 .W, 11'-0" 145 0 TI. u. Tit'-0" 11'-0" - *# OEASURO its) BENVEEN CENTER LIKES OF STORM BARS:ih! ��µutupngJrur fLOAtOh,st FEET,OR FROM TIP OF SIDERAL TO CENT R.q STORM.BAR., t rtu r rcmt�4 a=rr+atNcev c cawc r•, EXPERT Si rr.... ;a7,p asa�a ro- Fmiaar•+'.�r. �.� 8TA'1E � ;��. .'ver sYv eowtoom xc tMaA y "AlliF` �a't ti: rrJrJJFltt4iilAit1U11�1�'� ` IALE-2. TABLE'S: REGlUIREluIENTS'FOR STORMBAR CONNECTION.TO''GONGRS'TE-fOP;'AND$OT'fOp+S'PER, ;REQUIREMENTS F£712.STORM BAR:GONNECTiON TG SECTION S-S'(SHEET 9)•FOR A:GIVEN A.S:O.DESIGN LOAD{P.s;f:).&STORM BAR SPACING R) SECTION S1-S!:(SHEET 9)FOR A GIVEN A:S:D.DESIGN I §TORM'MAR OACINC i' (P) Aaa STORKBAR SPACING cnoa raw 4' 3.6' :' S S;5 6'. 6.667•` 2" -2:667' 3.° 3.5'' 44, .3", DL. A.B.C.p .`A$„CG, A8.G.0��� '. ,C.D.' ��.A.B_LCB„_.A,Q;C,;d �A:B,C.p _aB.C;O :39A AB.CD h8:C,t ASCD, -A.B.!.0 AB;C A�t �,A�S,C„�D' BC:O. 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