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HomeMy WebLinkAboutPRODUCT APPROVAL1/412018 ' \ Florida Building Code Online _lianm BuMness & ProfessionlalRegillation rr f BCIS Home I Log In I user Registration I Hot Topic I Submit Surcharge Stats & Facts I Publications I FBC Stan I BCIS Site Map I links I -Search Florida�Y i IUSER: Product Approval RECEIVED Product Aoomval Menu > Product or Aoolicadon Search > Application List FEB 0 9 2018 Search Criteria Sir L4€IE11 Gewrity, Permitting Refine Search Code Version 2017 FL Application Type 11968uct Manufacturer - _ Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results- Applications Tyoe Manufacturer Validated By Status FL11968-R4 Revision Eastern Metal Supply John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3654 Subcategory: Storm Panels -Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us:: 2601 Blair Stone Road. Tallahassee FL 12399 Phone: 850487-1824 The State of Florida IS an AA/EEO employer. Copyright 2007-2013 State of Florida_ :: Privacy Statement:: Accessibility Statement ::Refund Statement Under Flonda law, email addresses are public records. If you do not want your email address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact Me office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. •Pursuantto Section 455.275(1), Ronda Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may he used for Official communication with Me licensee. However email addresses act public record. if you do not wish to supply a personal address, please provide Me Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 99 Credit:. Safe 441 C COO 116, seta tit vAl h: rR) cs MU ar -KILE ti `r t hftps://floridabuilding.org/pr/pr_app_lst.aspx try CENEFAI NOTEB• I. SW41 FANO. SHOWN W T D PROD" EYALWDON DOCUIWENT (P.£D.) NAS f VMM FOR [DURANCE IN ACCORDANCE EO WM IRE 2017 (SW ) BF BRE R M BUIIDIN, LODE TINS SORM FMU S MU BE BTALLID AT HTCN YaID IOmmr ZONES (LOWFOADE/ WiDmu CWNBEs). 1609 OF WC ABOYE COX RR A WA9 SPEED AS REOUIRt E HRISOCWN WI/ERE 823E SKUTM YaL Be ASGLIID AND FOR A DWECMO y FACTOR Kd-O.Ba USING ASCE 7-10 FOR NSS,,,A A UNDER 2017 FDC AND SHALE NOI EXCCW ME UU'WUN (Ala) DESIGN PRLSSUR£ MTDBS U MC4W BN SHEE15 5 MW H. N BRBW M YEROY' DO: AROIT COA01DOW. UIBUAM LIMO'N W K0 LOADS DETERY9IID'PER ASCE 7-10 SHALL BE PRST REDUCED W A.S.D. DESIGN KNO LOADS W MBBFLYWD MEY BY as W BROM To W COYFARE MES£ W/ WY (ASD) AMOW PRESSURE Mra= NBATro W SM£LS 5 DLW I W ORDER TO AERIFY BAIT cwvea RS AND ANcwRS W Ili PLa AS TESTED WERE Mr OLER MMESS'Ea. A JJS INCREASE W ALLOWABLE STRESS FOR WIND LOADS WAS LNL USED W THELP ANALYSIS A DURSDON FACROR W.I.BOWM USE, TOR VEMPGBON OF FASnpNERS W WOOD. STORY PMaS AOECWCY MR WPACT AND FABOU£ R63TAAYE HAS S&SN AFIBRID W ACCWaANCE WM SECIp,R 1daL ja W TM ABOVE MENOMD CODE AS PER AIL HERONRY/ OI21,01-98R, / aT29.0i-W, / W2101-00 MIBON AND /0512.0I-OJ AND /051702-CA, AS PER DlPACT I60NC EWNALLNr M ASM E-IM STµpWO @ ASM E JJO-02 VMS, D, UYBEp 10 LVSTALAWNS WND ZONES 1, 2 a J AS DE W Sr A E-1990 VM W0. AND /0221.01-0I PER TAS 201, 102 d TOJ 2 ALL ALWBAY S'NEY MEA PANES s HAYS 5052-AW W JODF-HJI ALLOY J ALL ALUYfW01 EXMLISRONS�41. BE AUJUNUY BON WdS-TE ALLOY d IFYPIR Mm cawm SE. Nom STORY PANEL CWPONVOS ALA) SR000 PLATE AMSWP CM ARE PATENT PERI M A. ALL SCRONY TO Of SIAWLLSS STEEL 304 OR 316 AID SVRM W COWS" RESWAM COATED CARBON SIEE1. AS FIR CN SWIG W/ S0. All " sTRCROM AND BO AY TENSKE snF m a SHALL COMPLY W/ RORAA BBIIDom CONE SECBCR 21RI.JJA a SOLFS TO SE ASIM A-707 GALVANIZED STEEL OR AST J04 SMn SIABILESS SR'EL. WON.. JS,W IBNMW "LTD SBD£ DBL B. ANCHORS M W.YL S U. BE AS FOLLOWS (MEdS oDVERB'✓g NOW) (A) TD'EXTWG POURID LW wnr.. I/1' I MACON AMCNORS AS A14NUFACIURID BY AXW. BVW C 114' 1 EF TAP -CRP ANCHORS (HERNIA SNO-CON). As LWNrACIURED BY TRU-FAST NRPOR DON I/A' I Z.MPC NANAN ANDARS AS UWL0CrURE6 BY POWER FASiTWERS = 1/I' I'- 7/9' CIIK-W ANCHORS OR am m Ar (lmllP 7ANUALITE' AS YWUFACTWED BY POWER FASIENLRS, ANC AND RED CCRSTRUCBOR PRODUCTS RLSPECRMLY. 1/1' 1 K 5/1' ALL PCMS SOW -SET ANCNOR5 AS OISTPoBLRID BY ALL PCMS SCREW. Mr a SP=UW =D Nr, NOTES AI) MWMUY ENBLDULM INTO POURED CONCRCM OF TAPCW ANCHORS LS 1. J/A! FOR ZAYAC NARDI ANGWa45 6 15181 FOR ELCO PARQYLTE ANCIKWU IS 1 J/A' AND FORCF TAP-" ANCHORS 5 1 1/4: AS) 7/9' CALK-W ARCKORS DMLL BE ENYRELr EMaMB D INTO WE 0 CONCRETE NO EABEDYENI LRD STUCCO SNAIL BE PERAfIDID. 1/IY-20 SCREWS MO SHALL BE 1 1/2' LONG MANYUY SROIKD SiTXM " .AND I' L0IWW1 TM WALLS WRN AV SBIL'M. AJJ AI W WREDMERT BF 1/4'1 A J/I' ALL PONIS Sow -SIT ANCHORS S BE 7/B' FMB TNB PDURLD C6,K 2M NO EMaMMLM WLO SRKW SHALL BE PERVVXU 1/4' 0-20 SS WZWNE SCRUM USED SFWL BE 1 1/2' LONG MUOYUY Sfq o SLKYO EAST. AND 1' LaMLIUM FOR WALLS WON No SRRL'a AI) IN CASE Dar PIKE STONE PRECAST CAVCRETE PMCS W PAYERS BE FOUND W THE EKSUNG WALL W FLOUR ANGIORS SIgLL BE "ONO EwwN TO RFAW THE WW SIRCCRLWE BENVID SMCH PANESS ANCHORAGE SNAU BE AS WCGMD W NOTES AI) a A2) ABC£ (a) TO WSW CONCRETE BLOCK I - i/I' 1 IAPWN ANCHORS AS MWDFACIURED BY LEW. &NJ=.. 1/I' I CF BIP G ANCHORS (HEREIN SAV-CON). AS LLAA'USACLLRW BY IRU-FAST CORPORAL - I/1' 0 ZAMAC NNUN AKMRS AS MMUFACRWV BY POWER FASONERS WC. - I/1' 1 1 7/8' CALK -IN ANCIMS OR JJW m1M a Tp gMEWAIF"AS Yµ1LFAC7LRID BY POWFR FASMR )M NC AND ELW CORSIRUCWN PNODUCIS. RESPECNVELY. - 1/1' 0 1 J/I' ALL PONT; .SLRLB-Su AAYNORS M CSTRBUDD BY ALL Po/� SCREW, BLEr a SPrm" COMPANY. - t/W 1 RED WAD DMABOLT SLEEVE ANCHORS AS AMNUFAC LAUD BY I. r..W..OWBEY. wRES: al) WMUN ENBEDNENT OF IAPCON. ELLO PANEUMIC AND W TAP-ORP AACNORY WTB CONCRETE BLOCK WOT SHALL BE 1 1/4? 1 J/B' MR ZA hXW ANDAM AND 1 r/B' FOR RED HEAD. DOOMF SLEEVE AN04M B2J 7/9' CALK-,V ANOMRS RM BE UnWar EYBEDOID OVRD TM CONCRETE BLOCK LUUT, AV EMBIDYEIW URD SB1LC0 SNAIL BE PERURREa 1/I'W20 SCREWS USED SHALL W I I/2' LONG YAIIYW W WNI SIwCO EXIST, AND 1' MIN w FOR WALLS WTM NO STUCCO., a.J1 AOHIYLAI Eu&TWENT OF 1/I'• A J/W' ALL pmRS SOLLD-SET ARWORS. swU BE 7/B' URD ME CONCRETE BLOCK, w E WWWDVT NRD Sn= SF U gE PERLIIILD, 1/1' 1�20 SS AL/CNWE SCREW USED S'LYL BE 1 J/i' LONG 10NfYLW aWLLA SRKCO EAST, AND I'YINWUI FOP WALLS WRN NO SDA1Ca a1) W CASE THAT PRECAST SrONE OR PRECAST CONCRETE PMELS BE FOUND W ME EBMW- WALL, ANCHORS WALL M LONG ENOUGY ID RFAW Off WW SnW URE BEHIND =N PMELS ANOIORADE SNAU W AS OMV KR W HORS W at) AND B.2) ASOM (C) ANCHORS SIMU BE INSTALLED FWLOWRC ALL OF THE RECOUMDAMPONS AND SPECRI AWNS OF 7NF ANCHORS WNUFACIURER. 7. PANELS WY AL50. Be WSIALLID RORYOMAUr FOLLOWNV W57AttATKW DETAILS sNOWN W SEWBNS I pm (SHEET J a I OF 9), EWCEPT mr HF.MIERS J. I" @ 5 SHIN. NOT. BE USED. a IT SHALL BE THE RESPoNWILITY OF ME CONRAACOR N YERDY WE SOLLYDNESS OF OB SRRL.CIRRE WNW£ SINRIIR 5 N RE ADACHID W INSURE PREWER ANWORAM DOS SULTIM SNAIL. MY BE ArDICNED W WNCREM BLOCK M WOOD FRAUE 80102m. 9. ME DWALLABON CONOGCEOR IS TO SEXINU f ALL SHUTTER COMpaN EDGES WN,riF RMAW W CONONVOUS CW/ NAM ME 8UaoNV r0 PREVENT WIOT/RAW O RRUSON. CALM AND SEA. SRUDER BUCKS ALL AROUND FULL L04M. T0. (oJ DAY P.ED. PRmARW BY DO' ENOWEER 6 GENERA` AND DOES NOT FROND£ WFORWOON FOR A SOT SPECULC PRORECN 1. WHERE THE STE CORD IjONS DEm7r FAVY ME PLO. (B) CaNDUCM TO BE RESPORPSLE TOR TM SEEECWVN PORDWE AND NSTAUABON WQDOM LNE St S Y Of THIS PWWff,, BASED ON TMS P.ED. PRONDID HE/SHE DOES NOT DEYIAIE /ROM DIE CONDR oNS DECREED W OBS WCOUW.. CONSMUCDW SAIEIY AT Wr W. ME CONIRACIOR',S AMVRSM".. (F) BUS PEA WU BE COH90ERED MAUD B ACTLRw or ANY YEWS (d) SDE SFECPC PAO/ECM MULL BE PREPMEV BY A RORV RE06TERED ENGINEER W ARCPIECT WMYJ1 WAR BEECME 82 EAGLREER a RWCAL (r"') FOR Off PRCUECT AND *10 W1U BE RM MSTBLE FOR TM' PROPER USE W WE P.Ea ETAXMER OF RECORD ACMIG AS A DELEGMED ENGINEER W Off PEA ENUMM S1B1! Woo W DOS LAM ME SPIT SPECDrO W mes FOR RENEW. (11 PREPMID a " ME DOE AND a90LRAt SEAL AND SIGNABIRE OF 7W PRV£ES9WAU ENFNIDT OF RECORD DLAr II. SRUDEB'UWUFACAWM9 LAM SIMLL BE LOGIID W A' RFAOAY WSQE LOCABON AT SHORN PANG W ACCOROON.'E WIM SECBOM 170a&J OF RORAA SUODIA0 CODE ONE LABEL SHAD aE PLACID FOR EVEBr OPERM. LABELMt M CWPLY WON SECRW IT09.9.2 OF THE np NOLpA'D COOS THIS DRAWING 5NALL ONLY BE USED 70 OBTAIN PERMII9 IN THE STATE OF FLOPoDA oAon mm Is 0.050" BERTHA ALUMINUM STORM FAA 2.25' DEEP) L ET G EASTERN METAL SUPPLY, INC RIB! R) Ap16S LMd SF1-.IMblREHMAbJ.NOr /u, W r-,,- GHIING4a/OFNMI IGMPRnpAap,ur La er/rAFn DAre T7-096 SOC I OT �raa00'(bllZlM1t• mIMJ��i aLtlO' •(row. rYp' (�'Itii m IYq• Y � 111T lI0• ISW Il p ,,� � /Ja] Ayy±�{ ,jj N1.WIIrIN I �zln•�—amr—{-.zw•••� �slzr . au,• poua rem• •�, r.aoo• VT wwurr i tl INNN QS 'h• HEADER minx--r x,• 14V'Ya © S' ANGLE BUILD OUT BRACKET+x•-r f�,r �lo..il L �� �5 ma•0 rar. .umwrr L G• d J .an• 17 2WS(MAX) I/B• DETAIL 1. moyauzT zoe ¢d mza•p INC.r � unru _. /D xtlaa Iurm me MP fB S/I6rr7•r/7� ONG WA / P a� ewo xr. r an M I J' Mex, . BUILD OUT m¢+x'- r aau• CAP, � N �I Q7 J8'B. O. O SIB. O. Or TRACK F' TRACK © REVERSED if- ANGLE TRACK rm" � • R .w� a T- I-.In• i4..r1aW� 4 , l arzr xr (2) 7- TUCK ANGLE LI am• T Q ?' x 5' (Mar.) x .I25' ANGLE �+ mo ro rrrr ye•_r• w 1 ME © KiV NOTE WASNER nm..n.,lr.. eur /�+x•. r m urr T TaL2 a �dm 10 STUDDED ANGLE OFA.•1� /yq 11A ROUND N �1 �PANrL ' I+'0--'• (OP1/0N T TO 2) La EASTERN METAL SUPPLY, INC °'; lam wn,am nwt I)�a-a erno (m bil-ara L7-096 s m w', TOP TRACK CONCRETE ANCHORS (SEE SCHEDULE) IA O 9) I'Mih STORM PANEL TYPICAL ELEVATION (Sir roC RxcK OMPONENIs, SHf£f T ,A) sclr: 1/8' - I• -"" a= Ac SECTION A —A sakc : I/9• - I- EASTERN METAL SUPPLY, INC L4 ORUEV 9q M/TO/IT ,7-096 9wiM.o w mn : ar u IA O 9) I'Mih STORM PANEL TYPICAL ELEVATION (Sir roC RxcK OMPONENIs, SHf£f T ,A) sclr: 1/8' - I• -"" a= Ac SECTION A —A sakc : I/9• - I- EASTERN METAL SUPPLY, INC L4 ORUEV 9q M/TO/IT ,7-096 9wiM.o w mn : ar u 1.'e�Y'1CLYKlm, W,t�eI^4 �M 1t4 rwv � usa4.0 ra�„ao-s, awe: � e L. .vsiuL rwm IxL.L..m rvw mx+dul°Iwv r4wc nvm Ra m®arlm,�� Vw�aY,R f�se,®ty[lox xrm Ca&VR rz PoVAEe u 3 C L Y I NiBj CUSS fOfD I ' \ I-YebYUY I SEPA41�a /e =20. 14 I � I i I 777/ I I oA J,p� AEOAwro coxLrzrcre f i g CmL V wremw or.n L-"'oa �t amua, rr Dp.4u. °W -w o,GA,IWL'6 SYuc NYN, M Gel Y4F/!eW[MVm1t1R C.L NOM IIVV nZW .NLM°f (YF SeIIN[ en p}roW (YC. AWVAMW SECnCN O ANCHOR. Me, m / SECRON 0 SIUO WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION I ra E ; she• . ,- SECTION 24 Lffi7(: CELA, w' SECIAN O SnA).WUe A[Se NA' WALL MOUNTING INSTALLATION SECTION 2 4".. ,• YIN WW1/00 ./ 1i • IA 4 L -tee BUILD OUT INSTALLATION SECTION 3 s ,.ve•" r- L 0. � Lee( 0.WAKE Sn' SC/HGSE ex NOIE f4R LVAtBldIAA'l LF SECnexS t RUL/+?oaR/ODure YOwmrcsm�vs.Lw es Le.YH'NEa IN ANI' WAY ro-SWl AMY YAYACURON muaLe —� nx BUILD OUT INSTALLATION SECTION 4 swE: a/e . r• riOR/DA BUILDING CODE Non Nigh Valbcllv unlcane Zone) IRM ex C Cane. °acAci n i"u eww.-lat /IL MOWznra ulsr 0.050" BERTHA ALUMINUM STORM PANEL (225' DEEP) EASTERN METAL SUPPLY, INC N6 Awo eNL aLxmq ni uiae fu"r10Ii1-Ine J � on,w.. I.L Lanz 17-096 ew�vc xo aYn .l or r. t CONMM xevw"m-� a C0.15 w/FLro>/l�.• FJ/JI' ARR w 11' 0. -- S 1CatypV %U OUT INSTALLATION — SECTION 5 J , W . r PgAYD CO'KFErE—� rxvxam fLOOR MOUNTING INSTALLATION — SECTION 5A s a ve•. r NK >/GO JI)' 0. /u• mNL C. CEILING & FLOOR MOUNTING INSTALLATION — SECTION 6 Y ,vJ•. r F. 0.' � LCC£ C2rMCE lSff SCISCa£ GI SN£F! B ! r) El= eC/1CNTAG yLC)MIISCVI.BENr AM' MRm[UMM C£IUNG & FLOOR MOUNTING INSTALLATION — SECTION 7 -"I, mmm etc er wtE,v�xnunE(rr.J w>.-r� ,ul roils sNm-ser ar fscLQEsroe �� — I _ 1 I �. ro MOxnE a et9wFfo� I 1 1 7 crass I @ 1 g�g Ig I 1 I I C°NWElE a u / I I -�I"(' ML FgWISC SIXI°-SI C?J WALL MOUNTING INSTALLATION (D M ) — SECTION 8 • sc°°ewr ,slo u trvwavr eur eE 1/°v-w smc �trmLw/ ®on r/�rrC ]RUss +eM ear • soe IIwLL�1R�1 ew.rs urc .V�s.J/uu'rrecx MiD WCMIK SefeeY W/ eE1&ilr K q[A AV>ES.IT tr 81 (SWE[r I� • rxuss. Keo mnrs,wE I/i'1yl/B• lemX �o r/ IO:CM nC lYR AVleS AI tr EASTERN °w.w en SUPPLY. INC iw lsgeir-r>le 17-096 R MUAL9 \ m9uz a caK 23N• P9M69AYN5 O�®�O CIO! -MI. M 696T-2 AILDY 2• �°�' 192' a.9'..dlf• 611m.9LTiL A4m I/P. BOV +•: An• can Iwt JIO9-M4 (q (ON-I9 N(q• CASE A SCALE.. 014' - 1 • CASE B Plan) OAS f C (Flan) FND C nstlRE DETAILS MAXIMUM A.S.D. DESIGN PRESSURE RATING (ps /1 AND CORRESPONDING MAXIMUM PANEL LENGTH "L" rrxMm mwa7E �� SCHEDULE FOR A CIVEN PAN I SYST M N, MM w "A 9 � f2A W . iWL Lv M L (a) T .GRF Q T' MMWN/QJ L pC yp,T 29e/13 +J0.0. -J0.0 I2'-II' I2'-11• 12'-il' +J0.01 -J5.0 dJSO, -b.0 I2'-0• 12'-0' 12'-0' 1 /'_2' 10'-7 10'-+' f0'-7 +55.01 -60.0 9'-7• 8•-6• 9,_7• +6S.0, -70.0 6'-9' Y-2' 8'-9' +70.0. -75A B'-6' 6'-9• 81-61 +750, -80.0 8'-2' 6'-J' 8'-2' MOTE.' MINIMUM PANEL LENCIN IS J'-0. SCAM'; 3/8' o I' .9QlC S'NP iJP ffI�� 9aua ttns60.1 & Int¢atrc cam �EIF sata SECTION ® STUD TYP. TOP/80TTOM Np.M187 w°"aa°ou�I� a 134Cp Na >a�f .AIL Mttll 10 IY O. G AGE A` CASE D (Plan) CASE £ (Plan) sous 11+'. r EASTERN METAL SUPPLY, INC Lc 17-096 awuw ne s,xcr a ar u E p � ���iii � 0 4 4 4 4 N' 4 4 4 s:• 4 1�� 4 4 4 4 4 4� 4 4 4 4 4� I I 1 I I 4 " ♦ 4 4 T 4 Y N` • 4 4 1 4 # 4 4 I 1 1 1 I N 4 4 ♦ 4 4 � y 1 4 ♦ 4 4 4 4 �! 4 • Qa 9fl A G 11 1 1 1 N 1 4 `N 14 4 4 4 I 1 I 1 1 1 4 1 4 4 I U 4 I♦ 4 1 a ro b 'o N' et 'N 4 4 'v Py 4 ti Y 4 4 4 r •o• 'N v 4 4 4 'N 4 4 • a 4 4 a^ g @p .�16i q 1 I• I I 1 U I• 4 q A ---------------- IN y p Y 4 I I 1 I 1 1 1 I 1 1 I N 4 I N 1 I 1 1 1 1 1 1 1 1 1 4 4 1 � i a• %� 4 w. -4 N 4 4 • i� N` • 4 • 4 4 • 4 • 4 4 • 4 a 4 I• I• I• I• 4 I 4 4 I• y 1• 4 1 4 1 I 1 1 4 I 4 4 1 4 4 1 4 I p N 11 I 1 I 4 4 4 4 4 4 4 N 4 4 1 1 1 1 1 4 4 4 4 4 4 Taw pppppppa a• i♦ N g o p N R IJ N P 1 1 1 qR P $ hi gg` 1 I I I I• G I p vl I pp�- t C 1 1 I i I 4 Iv 4 I y. 4 I g 1 py�a I• I• 1 1• I• G 1- U 1• G U 4 U 1• i� E q _ v 1 1 I I 1 I I I 1 1 I 4 • 4 I Q {•ya P 1 •lpFg3 4 4 I I I 1 I I I I I 1 I 4 4 1 is �i 5 a m 4 1 I 1 I 4 1 4 4 I 4 4 I l`u 1 1 I 1 I I ` U N s ` •i ` 1I_. ` I� ` U a V� • •q�yp'd _iNSa R p p V G N P 4 v �. i q pl Y U• Y. G C` N v q p� a All g!N 311 a i I•• O e O O O a O O a O M 1 m y s y y N y y y U 4 b N m I 1 4411� _— ♦ i♦♦ i♦♦ s 4 s i 4 i i 4 i♦ i i i • i i ii 1 i :i ••, i •i 4 I I 1 I I i I V I V 1 Y 1 1 1 I 1 1 O 1 O `Oi I O O I O 1 a •' y O D O O O N b N 6 g N b V b N y N b N q I I I I I 4 1 V 4 1 1.+ 4 1 Y I 1 I 1 1 1 1• 1•• I I a b I I 1 1 1 I 1 1 I I 1 •i 4 I 1 1 I 1 I 1 I I 1 I `N b I 2$ tla A � b 1 I 1 I I 1 I I 1 I I 4 N 1 4 1 1 I 1 1 Ti1 1 I 1 V 4 1 #a 3 i — Niiq Iti 4 N N N y g y • y` V 13 O • Y ` 13 V N 4 • b y. N V 4 N N a qI 1 I I`1`qOqq 13N� ` N' � q Ri L NN Y1"I VV I Y I Y 4 1 Y y l Y J,; .R -Y v V Y L p� N .b 'p -� V V q q 4• L L �+ N N t 1+ b ti -- .1/4'N . W 6 114*Ux. C4P II� SECTION B—B sw : I/S' = 1 Toi4B/6, 14A/6, o1 S,16B/7 15,16A/7 I/4 -20x1' SS SIDEWALK BOL7S �SEF DETAILS 2/7, RENOYARLE AT@0 t148/6, 14A/8, 15,16B/7 15,16A/7 J CONLWEM ANCHORS (SEE SCHEDULE) J New. I Nn. 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