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HomeMy WebLinkAboutSET UP-INSTALLATIONHR ACCORDION SHUTTER HUHZ FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 1 ALLOWABLE SPAN SCHEDULE FOR USE IN THE HWR WLORO W (PSP) POSUNE VANIXOAU NEGATNE VANDOAD L max. L max. 325 183" 186" 40 174" 186" 50 164" 186-- 60 157" 186" 70 151., 186" 80 146" 181" 90 142" 170" 100 138" 161- 110 135- 153" 120 132" 146" 130 129" 140" 140 127" 135" ISO 125" 130" 160 123" 123" 170 117" 117- 1B0 111" 111" 190 105" 105" 200 100- 100- IMIE1ANU2NUIFS: 1 wa BL/NEB BY TIE PIC AS KA19-0ABE EOURTY AND BRONARO (OUNfY KORDA z FOR TABLE 1 OETFRMNE BOOM TTE P0911VE AID TEWTM AmN . [TEIXiTE MA%SPAX FOA FAIX AIO USF TIE 1E55FA OFIKOF1NE lV0 VALUES 3. SEE SLYTDIS reR SHUTTER SPAN BFSLOTION 4. FOR OESDN LOADS BETNFRN TABLAATED VALUES. USE TEET HGER LOAD TO DETIRFDN ALLOWABLE SPAN £ FBR TABLE; ERTER AT A POSIfM LOAD 2 PR04CT P05IRVE LOAD AND SPAN a PROM SPAN TO DEfR118E IEOOAF SHUTTER SEPARATION FROM GLASS. SCANNED BY St. Lucie County TABLE 2 MINIMUM SEPARATION FROM GLASS FOR USE LATHE LMIZ POSITVEASO LOAD (PST.) NNW L NAONW S&NWTtlN Rtdl NSTALLAIIONS -3VABOV6 WAGE INSTAWlIONS 2SOABOVE GRADE 40 108" 2-1/2" 1-3/8- 132" 2-1/2" 1-3/4- 174" 3" 3" so 108" 2-1/2" 1-3/8- 2-1/2" 1-7/8" 3. 3- 60 2-1/2- 1-1/2" 2-1/2" 2" g1322'. 3" 3" 70 2-1/2" 1-5/8" 2-1/2" 2-1/4" 3" 3"2-1/2" 80 1-5/8" 132 2-1/2" 2-3/8" 141" 3- 3" 90 108" 2-1/2" 1-3/4" 132" 2-1/2" 2-1/2" 141" 3" 3" 100 108" 2-1/2" 1-3/4" 132" 2-3/4" 2-3/4" 138" 3" 3" 110 108" 2-1/2- 1-7/8- 120" 2-1/2- 2-1/4" 135" 3" 3" 120 108" 2-1/2" 2" 120" 2-1/2" 2-3/8- 132" 3" 3" 130 108" 2-1/2' 2" 120- 2-1/2" 2-1/2" 129" 3" 3" TABLE ALLOWABLE SPAN SCHEDULE NON4MR 6 ASTM WIND ZONE 4 or" WWDDLLOAD (P.S'F.) PORM& NEGAINE ASO ANDLOM L max. 32.5 186" 40 186" 50 186" 60 186" 70 186" 80 181' 90 170"' 100 161" 110 153" 120 146"' 130 140" 140 135" 150 130" 160 123" 170 117" 180 111" 190 105" 200 100" NON-HVHZ TANE3=4NBIE$ L NO� DEfMO BY THE I8C AS ALL LOCATIONS BITER 2 FOR GABLE 3, DEIFRMN[ TILE NAl@RN POSEIVE Ofl NEGATM A50 VPD LOAD AMDUSf TIE [ONYSPgDPI6MA%SPAN 3. SfE SF[iQAFaR SMTTFR SPAN OfFWlIOl1 4. FOR BMGN LOADS BETNEEN TABULATED VALUES, USE N"T £ fM TABU£ {, e1IFl1 AT A POSIrIYE LOM 2 PpOECi POSITIVE LBAB AID A SP0.N a PROkET SPAN TO OEimIBE IC31U11 NDIrIfR SFPAMTIAI iRW19A6£ 4 M SEPARATION ERm1 GLASS 6 REQUIRED FOR MTALLA1IOfb N YID ZOXEt t, 4 L 3 OUTSDE OF ESSRITAL FAEAl1ES (4AT9 HURRICANE PROTECTION TABLE4 MINIMUM SEPARATION FROM GLASS NON411M ASTM WINO ZONE 4 6 ESSENTIAL FACILITIES ONLY POSBMASO LARD (P�') ER S AN L A1NP81MSBAMiRR1FRON Bi$iAWIIONS S GRACE OLST0.UAlI0N5 2 GRADE 40 108- 2-1/2" 1-3/e" 132" 2-1/2" 1-3/4" 186" 3-5/8" 3-5/8" So 108" 2-1/2" 1-3/8- 132" 2-1/2" 1-7/0" 106" 4-1/4" 4-1/4- 60 108" 2-1/2" 1-1/2" 132" 2-1/2" 2" 186" 5" 5" 70 108" 2-1/2" t-51V 132" 2-1/2" 2-1/4" 186" 5-5/8" 5-5/8" 80 108" 2-1/2" 1-5/8" 132" 2-1/2" 2-3/B- 180" 5-3/4" 5-3/4" 90 108" 2-1/2" 1-3/4" 132" 2-1/2" 2-1/2" 170" 5-1/8" 5-1/8" 100 108" 2-1/2" 1-3/4-- 132" 2-3/4" 2-3/4- 161" 4-3/4- 4-3/4" 110 toe" 2-1/2- 1-7/8" 132" 2-7/8" 2-7/0" 153" 4-3/8" 4-3/8- 120 108" 2-1/2" 2" 132- 3" 3" 146- 4" 4- 130 foe" 2-1/2" 2" 132" 3-1/4" 3-1/4" 140" 3-3/4" 3-3/41• Zo UZ Wo N Wy Z Z0 bdu NO. 419 1 1 • t Ihn W. This item has been electronically signed and sealed by 0• UIVAI J. W. Knmvich, PE on B/8/17 using a Digital Signature. • •... Printed copies of this document are not considered signed and GENERAL NOTE: 1. THEE PRODUCT EVALUATION DULUMEOS REPRESENT A SHUTTER SYSTEM AWIY21D AND x ACCORDANCE W���2�GvEMA REVIIDaMM. PH5ENRftl�n, 2. PRODUCT PERFORMANCE TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201, TAS 202, TAS 203, &ASAP B30@. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING TUBE DOCRMEITs IN ACCORDANCE WITH ASCE 7-10 ALIOWAEE STRESS DESIGN. W WIATED WAD LORDS SIM BE MUI.TIUFD BY THE LOAD FACTOR 06 BEFORE REERENCING THESE DOCUMENTS. 4. FOR WIND LOAD WLULTTION IN ACCORDANCE WITH ASCE 7-I0, A DIIRfECIPWALITY FACTOR OF IOA065MAYBEUSE). 5. NO AIWABIE STRESS INCREASE IS UIRRED IN THE DESHGN OF THIS SYSiE4• HOWEVER, A WIND LOAD DM110N FACTOR OFCO= I.6ISUSED FOR WOOD LAGSOREN DESIGIN. 6. TUBE EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION PREPARED FOR APPLICATION OF THIS SYSTEM TO A SPEC InC SITE 7. THESE EVALUATION DONIffiMIS ARE TIE INSTALLATION ]INSTRUCTIONS PORTION OF PRODUCT EVALUATION AND SHALL ONLY BE USED WITH THE CORREMIDING PRODUCT EVALUATION REPORT. USE OF Tag APPROVAL DOCUMENTS SNNLCOIPLY WITH CHAPTER 61G15-23 OFTHE FLORIDA ADMINISTRATIVE CODE & MEE EYAIWTION DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOB NOT DEVIATE FROM THE CONDITIONS DETAILED MOUTH AND THE CONTRACTOR VERIEES THAT THE EXISTING STRUCTURE DOB NOT DEVIATE IN ETHER FORM OR MATERIAL FROM THE STRUCTURALSUBSIRATES DETAILED TARSI. 9. ANY MODIICATIONS OR ADDIT10% TO THESE EVALUATION DOCUMENTS WILL VOID THE EVALUA7104 DDaims S 10. WHEN SITE CONDITIONS DEVIATE FROM THE EVALUATION DOCUMENTS, THE BINDING OFFICOLL MAY RE Q� RE THAT SITE SPECIFIC DOCUMENTS JUSTFYOG THE DEVIATION BE PREPARED, SIGNED, D1TED AND SEALED BYALIC RSEU ENGINEER ORRCGISTEIEDAROTIECT. 11. FACT SHUTTER ASSEMBLY SHALL SE PERMANENTLY WBETID WITH THE FOLLOWING MINIMUM INFORMATION: TOWN &COUNTRYIND. FORT IAUDEROALE,R. TA5201,202,&203 9 LBLARGE MISSU RIC APPROVAL NUMBER IL ALL EXTRUSION SOWN SHALL BE6063-T6ALUMINUM ALLAY, U.O.N., WITH AMM1M FY-25 KSL 13. ALL BOLTS AND WWAERS, EXCLUDING STEEL WITH A MTN4AM 71369E STREIGTH OF 6A I@,U.O.N. � SHALL BE If4WU BEAIONIOR ESS 11V0 5052 ALUMINUM ALLOY. 14. ALL SNCB5 SAL HAVE A LOOM Mi371Ar0S10761STM OFTNUM&9@NI OR BOX LOCK ATCENTERORSDECIDAIRE SE SHEET4 FOR LOCLLOCATIONSAND DETAILS 15. TOPAND BOTTOM DETAILS MAY BEINIE2ONN®AS FRED CONDITIONS REQUIRE 16. FLOOR TRACKS MAY BE RE40VAIDE AT NOW -STACKING LOCATIONS PROVE FB40VABLE ANCHORS ARE USED. 17. PIECE 5 &270N SF03T3 MAY BE BENTTO FORM ACURVE WITH RUMOR RADIUS CIO' 18. ALL PIECE DIMESIOS SOWN INCLUDE POWDER COATING FDD4L LOCKI TYPH TYPICAL ACCORDION SHUTTER ELEVATION N.T.S. d dew HURRICANE PROTECTION Z(3 C) z > I- A Nto Wy ZZ O Yv TRACK J NO.41961 1 I.W. �' j KneuNdr 13 STATE OF r �� �XORIOj+� j This Item has been electrordmily signed and sealed by J. W. Knenviob, PE on EVEN17 using a Digital Signature. Printed copies of this document are rat considered signed and re sealed and the signatumust be vedNed on any electronic copies. OHEAW 2-LEG WALL SCALE. HALF SIZE i Oq UTE 24EG WALL O HEAW HEADER SCALE: HALF SIZE SCALE: HALF SIZE "1 J1 w TYP p IS10' - Og D SILL SCAMBMDHALF O EXTENDED SILL ADAPTOR SCALE: HALF SIZE 1D SCALE HALF SIZE N� 315m R10-24 THUMB SCREW 1.00' MAX. 1 20 ANGLE W SCALE. 3- = V _ 0' m 28 CENIERBOXINSERT SCALE: HALF SIZE .TOR US&rITH l( AND t2Y ONLY p1 SUDER00 SCALE: HALF SIZE STAINLESS STEEL ASSEMBLY 320m ROLE NYLON v .050 WHEEL F leoo' .24u' — TYP. AT EVERY OTHER INSIDE JOINT AT TOP. OROLLER ASSEMBLY SCALE: HALF SIZE 11 MID SILL SCALE HALF SIZE OWE HEADER SCALE: HALF S1ZE 12 MID SILLADAPTOR SCALE, HALF SIZE --rFT NYLON WASHER OR ALUMINUM 4 2.300 .L�-.250- OSILL SCALE: HALF SIZE OSILL ADAPTER SCALE: HALF SIZE 4.59 - 1.523' 4.190' 1.T50- 258' 11 .030R R .219 0618' 307. 18 HR STARTER 14 TYP. HR SLAT SCALE: HALF SIZE SCALE: HALF SIZE 298" DIL219' 06t0' ALT. HR SLAT 3.00- ANGLE 16 SCALE: HALF SIZE 19 SCALE 3'=1'_0' BASHING ASSEMBLY DETAIL m 24 SCALE: HALF SIZE al • .'�o mnm "'AD STYLE VARIES P+.I 1/4-20x10R S/16-1Bx1 dW MACHINE SCREW 1'�• U.D62' MALE BOX STAINLESS STEEL O THDMB SCREW 31 SCALE%HALF SIZE m O FEMALE HALF NTER SIZE SCALE: FULL SIZE SCALE: HALF SIZE SCALE: HALF SIZE SECTION MTF TAWPL6tStM 35 BOXLOCK SCALE: HALF SIZE O STATE ENER Ld 19- O.C. EXISTING GLASS ANY ANCHOR SHOWN CHOR SCHEDULE). OXIDE) £KEG — (OUTSIDE) TYPICALPLANVIEW SCALE: 3' = T-O' 2'x 2'x 090' 6063-76 ALUM. TUBE TYP , o Qj ZQ VQ CONTINUOUS ALUMINUM ANGLEOPT LE IENTATION (91SII 18 I OAN R TYP. 012 x 1/2- GALVANIZED OR S.S. SMS, 3/16"0 ALUM. POP RIVET, OR 1/4-20 MACHINE BOLT b NUT lid 1s" O.C. (OUTSIDE) SIDE CLOSURE OPTIONS SCALE, 3' . 1'-0' MIN EDGE DISTANCE BASED ON MIN. SHOWN IN SCHEDULE FOR THE SPECIFIC ANCHOR. BE 2 FASTENERS TUBE6063-T6 ALLOY EACH ANGLE ISE/E/T�gABLE AI Yx2"x1/'/8"B" OR: / \ ALUM. ANGLE 3/16-0 POP RIVET ORL012 SMS y-TN III `• —3/16.0 ALUM. POP 1e RIVET OR e12 SMS 18' O.C. (TYP.) TYPICAL MR BLADE CC7 3/16"0 ALUM. POP RIVET OR N12 SMS 1e' O.C. (TYP I 1B IMINUM 3/16"0 ALUM. POP iE 6063-T6 ALLOY RIVET OR N12 SMS TABLE @ Is' O.C. (TYP.) T- x 2- x .093- FASTENERS 6063-T6 ALUM. EACH ANGLE ANGLE, TYP. THREE 3/16.0 ALUM. POP RIVETS OR THREE 18 R12 SMS. TYP. 1"x 2'x 1/e'OR 2" x 2- x 1/8" ALUM.ANGLE TYPICAL MR BLADE O TYPICAL CORNER CLOSURE DETAILS SCALE: 3". V-0" EXISTING GLASS (INSIDE) m r SILL BOTTOM 1-5/16-18 THUMBSCREW / BOTTOM INTO CENTERMATES J (OUTSIDE) MULTIPLE SHUTTER ASSEMBLY SCALE. 3" . T-O' MULTIPLE SHUTTER ASSEMBLY SCALE. 3" . T-0" TABLE A (ca) TABLE B (m) fl�WEK�AxV1D�W0.®EIBImH RI691nfKwpBw/elE1EHGH�• Pff 2t108/O� We/O R7 WTI MpB/O lVf 1B1O w 9 IM 'PT 6f 9T IT * 1 o STATE 9� A6DR1 ARAI This Rem has been electronically signed end sealed by J. W. Knenvich, PE on 819/17 using a Digital Signature. Pdnted copies of this document are not considered signed and sealed and the signature must be veri ied on any electronic copies. GLASS OR DOOR 1/4'-20 THRU BOLT W/ LOCK NUT IA 12- O.C. OR N12 x I/2' SMS G 12' O.C. ES. AND GLASS OR DOOR — e12 x 1/2' SMS LA 12' O.C. OR 3/16.0 ALUM. POP RIVETS @ 6- O.C. OR 1/4-0 ALUM. POP RIVETS @ 12" 0. 11 AND 62 EXISTING CONCRETE OR HOLLOW CONCRETE BLOCK OST SCHEDULE�FOR MAX. REFERENCE ANCHOR n / SPACING AS SHOWN SCHEDULE FOR MAX 11,Y//- Cp10�'IBR TIF IN DIAGRAM ON PG. T) SPACING. ALT. FASI REFERENCE ANCHOR EXISTING CONCRETE OR LOCATION. FRONT A SCHEDULE FOR MAX. HOLLOW CONCRETE BLOC BACK ANCHORS N01 SPACING. ALT. FASTENER WITH THIS LOCATI01 / LOCATION. FRONT AND V4'MAN. FROM BACK ANCHORS NOT REQ'O O INSIDE MOUNT SECTION WITH THIS LOCATION PIN GNOE TO SCALE . 3'. 1'- 0' BUSHING WASHER O INMOEMOMr SECTON (TYPJ A SCALE. 3'• T- 0' 1/4-20 S.S. MACHINE SCREW 4 NUT (P 12' O.C. OR EMBED. EXISTING CONCRETE. HOLLOW CONCRETE BLOCK OR WOOD FRAMING IN OWALLMOUNTSE nOR SCALE. 3'. T- 0' vDal2m 4101 GLASS GTIFE ORDOOR - REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG. 7) NER o Is n o EXISTING CONCRETE, y SPACING HOLLOW CONCRETE BLOC EMBED. OR WOOD FRAMING O BUILD OUT MOUNT SECTION EXISTING CONCRETE, SCALE, 3'. V- 0' HOLLOW CONCRETE BLOCK OR WOOD FRAMING _o b 1/4-20 MACHINE BOLT _ a y W/NUT @) 12- O.C. OR R14 SMS M Iir D.C. (TYP. TOP & BOTTOM) 9 F z g, y^ a W J J $ Zso N � sa;t W ZZVN'o ¢ F�m O�Srv, ASyO Mxm x N pZ. _ NOTE: FOR DETAILS A, B. D, AND E. THE BASE OF THE 2-PART �-I ¢ SILL TRACKS MAY BE DISCONTINUOUS WITH 1/4- GAPS GLASS !=a BETWEEN SECTIONS PROVIDED EACH SECTION SHALL BE A OR DOOR u j> ¢ MINIMUM OF 12• LONG AND HAVE AT LEAST 2 ANCHORS OR SETS F H xQ O OF ANCHORS. THE TOP PIECE IN CONTACT WITH THE SHUTTER m N12 x 1/2' SMS (1) 12- SEAQE2 o MZ SHALL BE CONTINUOUS ACROSS GAPS. W f�m D.C. OR 3/16.0 ALUM. 2MNA N oNj F ��¢ POP"'LETI to 6' O.C. OR rF2.M11011Tp 2( OSm f xom UM 1/4.0 ALUM. POP RIVETS OAa a ¢aa ••••• ....... i 12- D.C. w1�E� OA�O 1' JDEN E a CUH in 21 1/4'MAX. FROM PIN i £ W ASSEMBLY V 1/2' "' a GUIDE TO BUSHING NO. 41961 O d YP. S WASHER (TYP.) • 4X. FROM PIN i TI14 B r0 BUSHING R NTYA.1 W EDGE REFERENCE ANCHOR • '0 STATE OF VG CONCRETE, EXISTING CONCRETE DIS SCHEDULE FOR MAX. :-O W CONCRETE BLOCK OR HOLLOW SPACING AS SHOWN • CIRID" DD FRAMING CONCRETE BLOCK GERENCE AN IN DIAGRAM ON PG.71 • F� REFERENCE ANCHOR •• S/ ' O �NAI NTIFE 012 x 1/2" SMS L 1M. O.C. OR 3/16.0 ALUM. SCHEDULE FOR MAX. SPACING. ALT. FASTENER •• •• • • ••• :NCEANCHOR JLE FOR MAX. POP RIVETS iP 6- O.C. OR LOCATION. FRONT AND IG 1/4.0 ALUM. POP RIVETS BACK ANCHORS NOT REQ'D WITH THIS LOCATION (1D 12" O.C. This Item has been electronically Signed and Sealed by OCERWGI WSIDE MOUNT SECTION J. W. Kne2eWd4 PE on 8/9/17 using a Digital Signature. SCALE .3'. TT- D' Pdnted coples of this document are not considered signed and Sealed and the signature must be vedBied on any electronic copies. EXISTING STRUCTURE EXISTING FINISH MATERIAL „V �. � �� E a 4u '• - TOBUS X. BUSHING WA PINHE GUIDE TO BUSHING WASHER TYP. IOOR I9M AT ORERVAl510 F0RM >j W J�F$55 IURVEO TRAM,NOCUTS, YPICAL TOP AND BOTTOM NRVF Md.IE•PEfFS WRMMw2 O'a1vEM 20OR 19M AT PlfFRIVALS TO FORK [URVE MOL IYPE[FS WIfHKY2 N 2•�NSV� AX010n5 EAN PE(E yu:a u mwlFDnpxTrvE REFERENCE ANCHOR aw C� Hw>>� rrmr.ur ean3-Tn ALL9[AxBE M10 MATH ANO PROVOE SUM'WIT� 11YW Yal/B•6063-TE AIUM ARGUE v`e Wa_�„:so SCHEDULE FOR MAX. SPACING Fw xWO �Z'Rs MSMRTER E%IR0RON5 FRONT AtO BAIL WHEREFpppMHfOFEXTRUSNMIS Ni TO MATNANU PROVDESNPPMt�i OF MSHINTFREXTESIONSfRONTAIAI ZOO o 1 DENT 0U5, REFYORCEIE/ICGMOT BapL VIEREERIWT OF IXIRUBKp1G �C ,�•: C.'•�" w.ow� IEQURfO [ONIgUN5.RE450RNQ1RGNOT _ cideF •, OiQ QF RFAOOED. Qj _ Vw a Vf o0 w� 00 _ 3F ^ w 1/4- MAX. FROM PIN GUIDE V1-20 SS BOLT A NUT AT POE. W $ 1/2• O BUSHING WASHER TYP. B MWIPERPECE MB tA-20SSBLLTLNUr ATA•pL .EXISTING - 'STRUCTURE 1/4-20 MACHINE BOLT W/NUT Cd 3`O.C. MKOFIMPECE N XN EXISTING FINISH �0 OR 19 CUT AT INTERVALS TO GB TAYNECnOXTVPE REFERENCE ANCHOR RCONNEOTIOH TYPE REFERENCE ANCHOR y �& MATERIAL FDRR CL�E HIM 12• PIECES WITH SCHEDULE FOR MAX SPACING SCHEDULE FOR MAX. SPACNG i LYCmOIFDTmNTTPE REFERENCE ANCHOR KN. 2 ANCHORS EACH PIECE W L. �pC.IeyX SCHEDULE FOR MAX. SPACING (FASTENER PROVIDE PIECED BENT TO FORM F CwleXif 3 @EAEH 4- PIECE). t0 RCURYfp CURVED TR( p( npy RE1NF OP 1 �gp ppn CUR TR(1CI( REXI OPi i z n F OSCALE, TRACK DETAIL 61-0" G7 AND UP T010'-0� GZ SPANS > 6-0 AND UP TO 10-0' OEiAIE. E & 3"=T-0" SrAiN s> S-1'-0 C ame Ua L2 fi w HOT M vERrrcaL LEG of a 50PPORTBGANBLES. K E S DETAIL G1, OZ G3 NOTES: � t MAXMBM ASD MSXYI LOAD=./-56.1 P.SF. _ 1E55IXAT OR EQUAL IO �FORMSAPATS 1 E12•MPIEQ5 M1�11VIY�TO -� Fe''�MNRV{C1M15F Mq C. x AMONRS FADIPECE 4 TRACK FASTENED TO ANGLE MAY BEM AT w 01RAVALSTOEORMCURVE 1GE f•IMPECES > — WRHMKIBOLTPERPEGE. ! S P OUTSIDE LEG OFTRAO(G NDMM, OUTEOE ANGLE REINFURNG IS REQ 1�N•AGE NSS� • 'L CURTSVED TRACK DETAIL r"TON i � NO.41961 \\\\ $ - 1.W. Kne2eviTh • i ATEOF OS�ONAL�;•• •.....• Solc: AS NOTED Davm ARV This Rem has been electronically signed and sealed by Date: a2 9 2Oss _ J. W. Kne2evirh, PE on 8/9117 using a Digital Signature. Printed copies of this document are not Considered signed and sheet 6 Q79 I sealed and the signature must be verified an any electronic copies. >n'hmmsw�4A^az+p tloi olWWE� weo-asa->sa .v., aeaa'om'xe vau wcrhwwn'xxw:auww wfzx v'n.mmn.mt . awyemN+.zzn w> � "" O E86(i Y°J. 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I KC15-0] HR ACCORDION SHUTTER HVHZ FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 1 ALLOWABLE SPAN SCHEDULE FOR USE INTHE HVHZ OEM WOOD LOAD W TP ) POSONE WOAMEMD NEGATIVE W'P8LIAO L max. L max. 32.5 183" 186" 40 174" 106" 50 164" 156" 60 157" IDS" 70 151" 1B6" 80 146" 181" 90 142" 170" 100 138" 161" 110 135" 153" 120 1321, 1 146" 130 129" 140" 140 127" 135" ISO 125" 130" 160 123" 123" t7 0 tT]" 117" 110 111" 111" 190 105" 105" 200 100" 100" TABLE A02N ' L HYQ 0Ef3E0 BY TIE MC AS M AOE COUNTY AND MOVARO CWHTY FWRDA L FOR TABLE 1, DETBo88 BOTH TIE P09IIVE AM M6ATNE AW WOO LOAD. DEaf THE HAW WAtI FOR FAIN AND USE TIE LFCAso OF TXE TVO VALUES 3. SFESEEiDAR FOR SHUFTER WAN OEf00TI0N 4. FOR DESI31 LOADS UETWEEN TABLLATEO VALUES, USE MDR IQiiEHl0A0 TO DETFlU4E ANaVABtE WAE S iCe TABLE; ENTER AT A POSITIVE LOAa i PROIE[i PDSRIVE 10A0 AN0 WAW i PROYR WAN TO ORFAME 1@QRnI SNMIIFR SFPARATaNMDI BAST SCANNED BY St. Lucie County TABLE 2 MINIMUM SEPARATION FROM GIA55 FOB USE IN THE HVHZ POSHNEASO LOAD W (PSF45fGRADE 1LN34DESBARATWN fRDI NSfAILR 015fAOA1ONS > EVE 40 2-1/2" 1-3/8" 2-1/2" 1-3/4" E174- 3"3" 2-1/2" 1-3/8"50 2-1/2" 1-7/8" 3" 3" 2-1/2" 1-1/2"60 2-1/2" 2" 70 108 2-1/2" 132" 2-1/2" 2-1/4" ISO" 3" 3" 80 108" 2-1/2" 132" 2-1/2" 2-3/8" 141" 3" 3" 90 108" 2-1/2" 1-3/4" t32" 2-1/2" 2-1/2" 14P' 3" 3" 100 132" 2-3/4" 2-3/4" 3B" 3" 3" 110 108" 2-1/2" 1-7/8" 120" 2-1/2" 2-1/4" 135" 3" 3" 120 108" 2-1/2" 2" 120" 2-1/2" 2-3/8" 132" 3" 3" 130 108" 2-1/2" 2" 120" 2-1/2" 2-1/2" 129" 1 3" 3" TABLE 3 ALLOWABLE SPAN SCHEDULE NDNAKVHZ B ASTM WIND ZONE 4 DESIGN LNIOLOAD (PM-) POSrrWE 6 NEGATNE Y/ Ass 0AD L max. 32.5 186" 40 186" 50 186" 60 186" 70 186" 80 181" 90 170" 100 161" 110 153" 120 146" 130 140" 140 135" ISO 130" ISO 123" 170 117" 180 111" 190 105" 200 100" NON-HVHZ TABLE3=4NDT5' L NON-HVH2: DFFRSD BY THE ME AS ALL LO TONS 01119A THAWM-OADFOMWY ANDBROMAROCe1NTYFL=k 2. M TABLE 3, DETERNIM THE HA.YNIIII POSmVE On NWATNE A50 VOD LOAD AN0115E TIE CORRFWOIDPI6 NA% WAN 3 SEF YCTMSfOR SHITTFA WAN OFF%TID1 4. FOR MWd1 LOAD5 BETWFNI T0.0DATED YAM. USE MAT RDDA LOAD ro OETEM4E ALLOVABLE WAN 5. ftlI TABLE 4, IXfER ATAP6911VE mA02PR0ECT POSIIM LOAD AND A WAW L PRDkLT WAN TD OFfWD1E NYmRW SMrtTFR SFPMAI W I FPON BASS 4 MO5@AMiBN FROM QA551s MaVRFD FOR P15TAt1A1W6 N WPD IDES; L A 3 d1T50E ff ESSd1ULLFA[UIES O a HURRICANE PROTECTION TABLE 4 MWMUM SEPARATION FROM GLASS NONMffi ASTM WAND ZONE4 6 ESSENTIAL FACILIRFS ONLY POSUNE ASO LOAD (PM-) A SPAN M"A SEPARATION FROM NSTNIATONS 5 � NSTAWTDM LABEYE 40 108" 2-1/2" 1-3/8-- 132" 2-1/2" 1-3/4-- 186-1 3-5/8" 3-5/9" So 108" 2-1/2" 1-3/6" 132" 2-1/2" 1-7/8" 196" 4-1/4" 4-1/4" 60 10B" 2-1/2" 1-1/2" 132" 2-1/2" 2" 106" 5" S. 70 108" 2-1/2" 1-5/8" 132" 2-1/2" 2-1/4" 186" 5-5/8" 1 5-5/B" 80 10B" 2-1/2" 1-5/8" 132" 2-1/2" 2-3/8" 180" 5-3/4" 5-3/4" 90 108" 2-1/2" 1-3/4" 132" 2-1/2" 2-1/2" 170" 5-1/8" 5-1/8" 100 100" 2-1/2" 1-3/4" 132" 2-3/4" 2-3/4" 161" 4-3/4" 4-3/4" 110 108" 2-1/2" 1-7/8" 132" 2-]/e" 2-7/8" 153" 4-3/8" 4-3/8" 120 100" 2-1/2" 2" 132" 3" 3" 146" 4" 4" 130 108" 2-1/2" 2" 132" 3-1/4" 3-1/4" 140" 3-3/4" 3-3/4"• This Item has been elecimnicall J. W. KnezeNch, PE an 8/9117 u Printed coples of this document are not : NO.419 I *i *J hn W.k ESTATE F ,r�� •O.Pt, 110R 10 D : N eaOv•s',rzo • +Dzn7 acme. •.... .....'F"'... GENERAL NOTES: 1. THESE PRODUCT EVANUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE FOR USE WITHIN AND OUTSIDE OF THE HIM VEOQIY HURRICANE ZONE (IMF. REFERENCE KC EVALUATION REPORT NO. ISOM REV 1 FOR APPLICABLE CODEEDTIIONA 2. PRODUCT PERFORMANCE TESTING WAS CWmUCIED IN ADWROANCE WITH TAS 201, TAS 202, TAS203, BASIN E330W. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING TIC DOCUMENTS IN ACCORDANCE WITH ASYE 7-10 ALLOWABLE STRESS DESIGN. C41QUTM WIND If1ADS SHALL BE MULTIPLIED BY THE LOAD FACTOR 0.6 SORE REFERENCING THESE DOCUMENTS. 4. FOR WIND LOAD CAOIATION IN ACCORDANCE WITH A5C: 7-10, A DFXFTONNITY FACTOR OF 0425 MAY BE LASED. 5. NO ALLOWABLE STRESS INCREASE IS UIT Iffil IN THE DESIGN OF THIS SSTE14' HOWEVER, A WIND TOAD DURATION FACTONOFGO=1.6IS USED FOR WOOD LAG SCREW DESRA G. THESE EVALUATION DOCUMENTS ARE GENERIC AND DO NOT FROM INFORMATION PREPARED FOR APPLICATION OFT HIS SYSTEM TO A SPECIFIC SITE 7. THESE EVALUATION DOCUMENTS ARE THE INSTALLATION INSTRUCTIONS PORTION OF PRODUCT EVALUATION AND SMALL ONLY BE USED WITH THE CORRESPONDING PRODUCT EVALUATION REPORT. USE OFTIIESEAFPROVAL DOCIMEISSHALLCONPLYWIIN CIMM 61GIS-23 OFTHE FIARIDAAD INSTRATIVE WDE B. EVALUATION DOCUMENTS H� TO �APPLIED SD ODNUACROR PROVIDED THE CONTRACTORDO D ARE THE CONDITIONS DETAIL Ham AND THE CONTRACTOR VEWEES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE D ETHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 9. ANY MODIFICATIONS OR ADDITJONS TO THEE EVALUATION DOCUMENS WILL VOID THE EVAU ANON DOCUMENTS, 10. WHEN 517E CONDITIONS DEVIATE FROM THE EVALUATION DOCUMENTS, THE SAIDING OFFICIAL MAY RE THAT 511E SPECIFIC DOCUMENTS JUSTIFYING THE DEVIATION BE PREPARED, SIGNED,RATEDANDSEAMBYACCE@DEAMIMORREG6fEREDA DRAM. 11. FACT SHUTTER ASSEMBLY SMALL BE PFAMAIMMY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN OCOUNIRYIND. FORTLAUDENNF, PL TAS 201, 202, &203 9LBIARGEMLSSOE FBCAPPROVAL NUMBER 12- ALL EXTRUSION SHOWN SMALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH AMINIMUM FV-2510. 0. ALL BOLTS AND WAgGr4 EXCLUDING SEEEL YYITNAFICIMUMTeOLESTRENGMOF60K%,DON.FASIThIERSPOPRIVEISSIALLBEII4, SHALL BEAOOR 116-0 SM ALUMINUM ALLOY. 14. ALL SHUTTERS SHALL HAVE A IDOOB G MEO A IISM CONSISTING OF THUMBSCREW OR BOX LOOT ATOEHERORSDECOAIRE SESHEET4 FOR LOO LOCATIONSAND DETAILS 15. TOPAND BOTTOM DETAILS MAY BE1NIE CLAN®AS FIELD WFmIRDSAEp1UE 16. FLOOR TAAOS TRAY BE REMOVABLE AT NON3fAOa NG LOCATIONS PROVIDED REMOVABLE ANCHORSAREUSED. 17. PIECE 5 B 27ON4EEC3 MAYBE BENTTO FORM ACURVE WITNA MINIMUM RADRSOF IT 18. ALL PIECE DIMENSIONS SHOWN INCLUDE POWDER COATING FM LOCKI TYPIC TYPICAL ACCORDION SHUTTER ELEVATION N.T.S. O aM=�'' p a CW�a HURRICANE PROTECTION TRACK NO.41961 0*� STATE OF f<O R TOP'. ••S�ONp. EC This item has been electronically signed and sealed by J. W. Knezevich, PE on 8V9H7 using a Digital Signature. Printed copies of this document are trot considered signed and sealed and the signature must be verifiled on any electronic copies _o Vz o- WJ NO Wy zuz i V f:. OHEAVY2-EGWALL SCALE HALF SIZE 2.655' L825- 510' ,9 AQ0 N I �b•2�1� .lUs• N 1A69' Oq LITE 24EG WALL O HEAW HEADER SCALE. HALF SIZE SCALE: HALF SIZE 9 I I4�• I TYP • a? N +s1o• Y 1985' { 2.195' Og SCALEtB(TENDEHALF SCALE: HALF SIZE ,0 O SI ENDED SILL ADAPTOR SCALE, HALF SIZE jj ry 3150 p10-2W4 TXUMB SCRE 7.00- MAX. , Z i O ANGLE w - SCALE: 3-.,'-0' < > OR US WITH I AND ONLY ]1 391 2, SLIDE R00 C SCALE: HALF 512E p6 CENTER BOX INSERT SCALE: HALF SIZE " WHEE L d00" WHEE TYP. AT EVERY OTHER INSIDE JOINT AT TOP. OROLLER ASSEMBLY SCALE: HALF SIZE MID SILL SCALE: HALF SIZE OLIIE HEADER SCALE HALF SIZE 1P MIDSILLADAPTOR SCALE: HALF SIZE NYLDN WASHER —ffCOR ALUMINUM 4 2 OSILL SC 2-3/4' 410 HT S.S. W W/ .TRACOTE COATING TOP S BOTTOM) 24 BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE NEAR STYLE VARO!S 1/4-20z1 OR 5H6-10zI MACHINE SCREW STAINLESS STEEL 38 THUMB SCREW SCALE: FULL SIZE SECTION A 0f3T�5f 0 ? O BOXLOCK ENTER MA SCALE: HALF SIZE OOUALEC ALL MATE SCALE: HALF SIZE .655- N,7D, L825'1.503',0- 5 k'O n40O ,OS m N 2-^.3 TY 105- .230- o WyVa^�' .eT• TYP. 6 " NQ zw- -Z^ tbzr ' I �m Z0�aY BO SCALE, PTER HALF ALE: HALF SIZE SCALE: HALF SIZE 5 E $•- 4.596- 1.523- <.1p9 D .060 m m W g .258- AdN .219 o m N 2 .30T' W y as K 14 TYP. HR SLAT SCALE: HALF SIZE 4.596- I{p U2.298• MAdK .2,9' 0610- 16 ALT. HR SLAT SCALE: HALF SIZE {B HR STARTER SCALE. HALF SIZE 3.00" 9 ANGLE SCALE: 3" . T - 0- 31 MALE BOX CENTER O FEMALE BOX CENTER SCALE: HALF S1ZE SCALE: HALF SIZE NO.419 1 \ ��STATE •��� NCO R10 �. u N FOR @ IS- D.C. ANCHOR SHOWN (SCHEDULE). ONSIDE) (OUTSIDE) TYPICAL PLAN NEW SCALE: 3- = 1'_0' FASTENER @ 18- O,C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). — EXISTING GLASS Nl0N W <m OF AN L < OF GL .090- 6063-T6 ALUM. TUBE TYP. v0iw 1.11 OW �CONTI. W ALUMINUMOA GLEO OPTIONAL NTATION TYP. ORIENTATION Owl N12 x 1/2- GALVANIZED OR S.S. SMS, 3/16"0 ALUM. POP RIVET, OR 1/4-20 MACHINE BOLT & NUT @ 18" O.C. (OUTSIDE) SIDE CLOSURE OPTIONS SCALE. 3" = V-0" EXISTING GLASS rlONSIDE) { Ya u¢ £s sr SILL> ._. �812 x 1/2' GALVANIZED TOP & \3/16-18 THUMBSCREWS TOP a OR S.S. SMS, 3/16-0 ALUM. BOTTOM INTO CENTERMATES BOTTOM I IBUHIIsm tlORO TI!RFAUEO POP RIVET, OR 1/4-20 (OUTSIDE) CATEB0IASPAN702/35PM MACHINE BOLT & NUT TRIM OF SINTER FOR BIAOFS Is- O.C. MULTIPLE SHUTTER ASSEMBLY ORBRASSPUSIIUXX 3 SCALE: 3" a 1'_0" EXISTING GLASS ALUMINUM 2 FASTENERS TUBE 6063-T6 ALLOY Z M N EACH ANGLE (SEE TABLE A) D Vlw r< 1" x 2- x 1/0" OR SILL £ a £ M 2- x 2" x 1/0' I A. O W ONSIDE) ALUM. ANGLE o M u_0 3/16"0 ALUM. POP RIVET OR #12 SMS ,-• `3/16-0 ALUM. POP 18 RIVET OR N12 SMS @ IS- D.C. TTYP.) TYPICAL HR BLADE CC7 3116"0 ALUM. POP RIVET OR 012 SMS @ IS" O.C. (TYP.) 18 IMINUM 3/16"0 ALUM. POP iE 6063-T6 ALLOY RIVET OR 012 SMS TABLE @ 18' O.C. (TYP.) 1' x 2- z .093" FASTENERS 6063-T6 ALUM. EACH ANGLE ANGLE, TYP. THREE 3/16-0 ALUM. POP RIVETS OR THREE 18 N12 SMS, TYP. 1" x 2- x 1/8' OR Tx2'xl/B' ALUM.ANGLE TYPICAL HR BLADE CC2 TYPICAL CORNER CLOSURE DETAILS SCALE: 3" . T-0" USE (1) BOX LOCK AT 1/3� SPAN TO 2/3 SPAN FROM (OUTSIDE)BOTTOM OF SHUTTER / MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = T-0- TABLE A (m) TABLE B (m) iREiAIREKALLI/OWAe1E IB1GIH PR69IREVSNI/OBWAelE 1tNGOU1B• PSF 3 �1bB' No e/O P6F �B'O 3WI�iM NO yr I:t wr n P M IST M' w uvr R Iv�m :o •r nr w ry W : Wrw n ca• a-r r: Ily A IC on -- 9 Em u zZ Z y �Feg3?� N o w aa u�• s S NJ i C1tlr� mQu s E fi � L'e � � a �Ya .IMF O pS�E 0 V zo ad d o S ' I ISi\ STATE F��— ♦� �1ORIO / �• NOTED ♦•.S s a gW • ARV � •". ate: 02/27/2015. GLASS OR DOOR 1/4--20 THRU BOLT W/ LOCK NUT @ 12" O.C. OR 012 x 1/2' SMS 012' O.C. E.S. GLASS OR DOOR 012 x 1/2' SMS @ 12- O.C. OR 3/16"0 ALUM. POP RIVETS LA 6- O.C. OR 1/4-0 ALUM, POP RIVETS CA 12" O. 11 AND Q2 / /2' EXISTING CONCRETE OR ! 6 HOLLOW CONCRETE BLOCK EDGE s COIOIB;IpI1TllTi MST. REFERENCE ANCHOR EDGE DST. SCHEDULE FOR MAX. 7REFERENCE ANCHOR SPACING AS SHOWN CHEDULE FOR MAX CAM IN DIAGRAM ON PG. TI PACING. ALT. FAST REFERENCE ANCHOR EXISTING CONCRETE OROCATION. FRONT A SCHEDULE FOR MAX. HOLLOW CONCRETE BLOCBACK ANCHORS NOT SPACING. ALT. FASTENER WITH THIS LOCATIOI / LOCATION. FRONT AND 1/4' MAX. MOM BACK ANCHORS NOT RED'D O INSIDE MOUMSECTION PIN GUIDE TO WITH THIS LOCATION SCALE, 3'. T- 0' I I _GU O (NSNEMa1NASECTION ITYP.) SCALE, 3'. T- 0' EMBED. EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING IN DIAGRAM ON PG. TI GLASS OR DOOR W vi 1/2 W 012 x 1/2' SMS @ 11 S3;1NYE2 W Fw O.C. OR 3/16-0 ALUM. I�xa F jjp POP RIVETS is 6^D.C. OR S:YA(nmM f xwp 1/4"0 ALUM. POP RIVETS O4s GLASS .MCI&E2O1 1 i zum TA 12 OR tuin OR DOOR--� IIm M0. M m0 1/4-203.3. MACHINE aA4m < oyf OHO SCREW b NUT T'0 t m TL if 1/ - 1/2P ® OR 3" x 3- x 1/4' CONT. 6063-T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED)— pOWALL MGMSECTION SCALE , 3'. T- 0' REFERENCE A SCHEDULE FC SPACING AS IN DIAGRAM I EXISTIN HOLLOW OR WOOD YHAMINU O BUILD OUT MOUNT SECTION EXISTING CONCRETE. SCALE, 3'. 1'_ 0' HOLLOW CONCRETE BLOCK OR WOOD FRAMING NOTE: FOR DETAILS A. S. D. AND E. THE BASE OF THE 2-PART w SILL TRACKS MAY BE DISCONTINUOUS WITH 1/4^ GAPS r jm BETWEEN SECTIONS PROVIDED EACH SECTION SHALL BE A MINIMUM OF 12- LONG AND HAVE AT LEAST 2 ANCHORS OR SETS roc OF ANCHORS. THE TOP PIECE IN CONTACT WITH THE SHUTTER Zv f SHALL BE CONTINUOUS ACROSS GAPS. pNj oim wM *0 KNEZEp 1, `ICE NSF GUIDE MAX. FROM PIN GUIDE BUSHING WASHERR ITYP.1 • NO.41961 monnatmallm REFERENCE ANCHOR •'� STATEnv EXISTING CONCRETE r 013 SCHEDULE FOR MAX. 0'V0, OR HOLLOW SPACING AS SHOWN \ COR11 OCK CONCRETE BLOCK • REFERENCE�TT.R,ANCHOR IN DIAGRAM ON PG. T) ••( s,'. FOR MAX.•• SALT. ON•n• D.C. OR 3/16"SSALLUM.• SPACING. FASTENER POP RIVETS @ 6" O.C. OR LOCATION. FRONT 1/4"0 ALUM. POP RIVETS 12 o E WITH THIS LOCATION This item been and sealed O CEILING/ INSIDE MOUNT SECTION n 819117 using a Digital Signatuned J. W. Kne2evich, PE os re. SCALE, 3'. T- 0' Pdnted copies of this document ale not considered signed and Based and the signature must be verifued on any elecbomc copies. J Ae1 a EXISTING STRUCTURE EXISTING FINISH MATERIAL S CUTS, TOP �[ N`.._ ' -i 1/4' MAX. FROM PIN GUIDE TO BUSHING WASHER TYP. 0 ATDI WffHVALS TO FORM LURVEKKO'P CES WRX MHi i01lRMNi Ai NIFRYALS TO FORM J? gg5 W d@L :1a £3 PICAL TOP AND BOTTOM lICAL AND PEfE LAIW WIMM2 N OR& � O.S . w xw u rwlMrrnoxTYPE o:w Cam rrmT.trt•coLT-rs auRL AxmE W =3LL 7'tAS•P„ REFERENCE ANCHOR j.w>>Q SCHEDULE FOR MAX. SPACING fw t0 NT l01WTN ANOPROV�9NPORT OF MSIartiER E%iRImOtR NPoM ANI f1rW SAVe•CD6}T6 AlIRl AIDE MTOMATOMPROYOESUPPalTOF 1 C01 BAIX. 6f%1R bt16 0� zF z� fts. WIRRIVIRUDIDIT 65 Bar MIETQR 11 RTOURED [commaRUOUNDPEMFORCEHEmGNOT LTtVIVtiv XW QZQ w cw co 0 eo w FROM PIN GUIDE V4-10 SSutP EMIT ATPDC TO BMAX. 1/2• TO BUSHING WASHER TYP. MB NM OF IPFR PE[f Ma SBRLTANm AT {'D.L EXISTING N I - STRUCTURE 1/4-20 MACHINE BOLT W/ NUT @ 3'LS O.C. MKOFI MN OF IPFR PECf EXISTING FINISH MATERIAL 0 OR 19 CUT AT INTERVATO FERC ANCHOR REFEFEREENCEE ANCH CS CONNECTIOMTTPE REFERENCE ANCHOR y VF �2 "q aCON6T NOp TYPE RMC E HIM. 12• PIECES WITH MM. 2 ANCHORS EACH PIECE SCREDULEFORMAX.SPAONG SCHEDULE FOR MAX. SPACING W 9= REFERENCE ANCHOR SCHEDULE FOR MAX. f... SPACING (FASTENER PROVIDE PIECEnS BENT TO FORM ad IS EACH 4- PIECE(. CURVE, MR BEN ADIOS 10• y np� 6 O ANDFUPPTO 10'-0' p� ANS7> 6�0 AND TO Op CURVED TRACK DETAIL OSPAN�S > UP 10z-0• G2 OSCAIr:- SCALE, 3-. T- 0" Y w P-D• O0^i N OC z� SWOSUPPOMVEPD[AL AEG OF gIMG ANGLES. S S DETAIL G1, G2, G3 NOTES: T MAXIMUM ASO DESIGN 10AD.0-%.1 P.S.F. _ � 2 FOR SPANS 1E55 THAT W EDVAL TO 1 ��LI[ABLE 3 ANGLE TO WALL MAY BE CUT AT IREAVALS TO ./' MID I�VE. 16vE16S1.wmas1ADINDI2 C 4. TRACX fASTDEO TO AN 4E MAY BE M AT m MUSE {'i@L PEAS > W11H (BOUT ERFE WIIHKKIBMT MA PEV. K WfSDE SEAXGIERFL P.46NOTG R OUEEMD. - Q NSF'C @CURVED TRAM DETAIL i•1�v.1GE NO.41961 - WTS • IN. Kneie" -0`\ STATE OE j �� i �� \E ---OP G\ '•.44 S1.ONALEe;•' Scam: AS NOTED Drawn ARV This Rem has been elecbONcally signed and sealed by Date: O2 7 201' J. W. Kneiavlch, PE on 819117 using a Digital Signature. ^^"" KC15-012U Printed copies of this document are not considered aigned and sheet 6 P19 • sealed and the signature most be verifiled on any elechonfe copies. STRUC. $Qm r 3 t �a K'p8ps �gR dpm m ��S N Ld'R ea E �Cg y E t �_ R1 �m 8 e 'J+ �� 'm ��� F yy C? � o& 4 N# C o c o t Q fl �' R S p� ( flt Y II R 4 •° m S A fl g fl N g II$ Sl 2 fl 8 R II 4 p� g fl$ Sl g 8 � Q II it p� g fl + S � s 8 p fl A R g R� + 2 S m =fie m 6 8 m + m m u m J U m m m ■.. m w ■ u = ■ m M m ■ a m m Y ■ J 6 m m ma ■N sa mmm„a ■J ma ma 'm 1 u N N ■■ ` ■ P g ■■ ■ ■- mw a m J 6 aam ■ ■ ■ n q . g m V m ■N N J :m m o g J m �.am w m ■ ■ - w ■ ■q + m Jam :ws mP Jam w J � IG PP�I � IA � ■■ ■ ■■m m ` w Na m ■■■ ■ ■ u m + ■■ u ■ O� ■ V ■ Y C ■� ma ■■m Na ■■w Va ■ qa ;, P a J m o u w J m m m ���5 _ � _ v Jfl ■■ ■ ■ ■ q w Wfl N ■■■r`fl ■■.ua G ■ ■ ■ ■ " ■ ■ '" ■ u ■■N Ja ■■ m+a ■■ `a ■■r.Na ■ ma a 2 R p` P 3 R 8 m � 9 �+ a m m 2 8� 3 �3 p a 4 m m 2 4 8� 2 � �3 a 4 m m fl a 8�= A 'm ma ea a,R •J wa 'm _ �4 � 6 m N ■m J m � maw m �.wJmaN ■ m gJmar, W =fl + J � m # ;, fl Q a o q m G o, w N a w m 2 Q S a 4 `�_ �46 ,m. � w mad ■ qaS ■ma gII8 qQb w mflR m r■J J� m as W a w 'o a u J m ■ P a w m 'o g ma ■W wJa ■ Ja ■• ma Y y K In G A O m P+w� ■■N Jfl ■■w -II ■ u NR ■■q Na a ma w ■ m • P g V O ■ w m Y O u mono- ■■ N J v �3 N s F' 3a rym G G 6(� EIE yr V+ V a v � � � 9 � p g3 �'• m , � q a li 44 n' •� z * r 21 Z, fl-� . /t ••,•HRACCOROIONSHUTTERSYSTEM „KNEZEVICH 'RLACONSULTING ��y��KNEZEVICH CONSULTINGLLC A,�1M y•Pomparo �ed R3T 9 4"2.633Q F 93C.3*2m •= Ei988XLAT416Q9e1!.nY}a•9X.9)0.9999' ene9%-9)0-0999 Cap9tl9At 0201i UazM 1[OIWt10&LLC -- CONCRETE - EXIST. ANCHOR SCHEDULE Fi141@82tl1FWW SPA@W(BC,6) �VMR DEMON LM®r@D WME �{ ¢3 1' F ��iY� aAX LCb tg rnrE Sm161Pro @d (s�l♦3rE,) oor2e.Twn1E (BH1O,E]j snllblPro @d (7E,1 coIMLTDIItt1E (9HIOIE]I 61ARS IPTo 1?d (Miwasl) m086.TDxnre (6HBDIE]I ..uPm lvd ISffIU1E9 mx$toxnre f51£I119@ij SR1ISRro ISSENaTE'l mPe.TDxnBE (MMUn!z) sm.1Pro @d @d (effwral) mI+&aDnnrt (SHMfE]) sP11SIPro tZ@ (sa iv:nal) mra6.To,n1E (SEENUM31 SPOSlPro 1Td IMIARE1) oxaTDxnrE tSEE RR ��66�6,�,�,�t�t0�� W G Q R G R G SEd,o Q G G R WItance G Q G G tl G Q R G R G Q p G R G PEdgo Q Q G R Dl9bnce G Q G9 G R CI Q O p R d00 10 6 B ♦ B ♦ ♦ ■ / ■ ■ ■ ■ ■ ■ ■ ■ m 6 7 ♦ 6 ♦ ♦ ■ / ■ ■ ■ ■ ■ ■ 020 B 6 ■ 5 ■ 5 e ■ � r ■ ■ ■ ■ ■ ■ ■ ■ ■ B 5 ■ 5 ■ 5 ■.■ ■ ■ -0 T d ♦ ■ ♦ ■ ■ ■ ■ ■1■■■ ■ ■ f ■ ] / ■ / ■ / ■ ■ ■ ■ ■ ■ gNONE ■ ■ ■ ■ ■1t00/■■■,■■■■■■■■■■■■■■■♦ ■ ■ NOON■■zwB■EE■■■■■■■■■■■■■■■■■ ■r■■EEE■E■■ENEEE■ wem wm,./lzremm W G Q R G R p 1' Q G Edge G tl DWanm p Q Q G tl R Q O p R p Q R G R G Q 2S EdgB Q G Di9b R el Q tl d R G Q tl G tl /ao 120 7■8■E■■■NN■N■■■■■I:BN 98e INIMIN■■E■NN■■■■■ QBe6 M djol6 ■■■■■ ■■ ■■■■B6■7■B ■ RJR: NNE■■■■ Tz06 ■■■ ■■■NOON■■NE■NEB ■B■ ■N■N■■EE■MEMO 11FO ■■■■■■■■■■■EEE■ ■■■ ■■ ■■■■■■■■■■■■■■E■ 2m.0■■■■■■EEE■■NEE■ ■NEON■■■NEE.■■■ ■■E■ w ■■ �B @� W 1.2 &a. Dios.. r up mionn. G Q G G R G Q tl G tl G Q tl p R p Q R G R p Q b G tl G Q b c, tl G Q p G R G Q G G O60 16 8 9 5 6 B B 0] B♦ E E B 9 ■ N 10 10 8 t2 11 1B 11 6 0 i 1] 0 B 6 B 10 B / 3 620 11 7 ♦♦]♦ 6 3 ■■♦ ■ N N 18 14 0 B 0 A B 3 0 B 11010 413171 5 9 3 710 f0 83 3 0♦ ■/ O■ E S 3 S E■■ t9 t2 6 B17112171315141815 3 i 0/ ] I 1MaAllab W. Plo,N&elvv/ swmBsmdLscmmso-e. 110.f1 64 d E E■ N 3■■ E■ ■■ N E 1] 8 3 5 d] 6 3 3 6 3 / ■ ■ 2a]o s ■■NEEE■■EEE■■EE■■■ fi d r 3 ■ ♦ NOON d ■ErE ♦ NOON z,l@oaolesBn./tas•erom n lam ®cl W t.76'Ed9e D14anm 3.270ge Distancep Q R G R G Q G G R G Q R p R R Q p G R p Q R G R G Q R G O G Q cs G R p Q R c,R /B011T TN7E■■N■■N■■■NEE■t8 t97136 t38 0 BBE■E7 ■■■ 620 B ■ ■ ■■■N■■.■■E NOON 1910 10 B 10 8 ■ B ■ ] ■■■ iIN0■ SEEN rib 7 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ n e Na a ■ ■ ■ ■ 6 ■ ■ ■ ■ ■ ■ iI ltB.B 2m.B■■NE■IN NOON■NNE■ ■■■■■■■■■■■■■■■■E■■■■■■■E■IN ■■EEEE■■■B ■■■ ■ ■ ■rE■ 1B 1-Up DiMaw LIT Eda6 D'etlmro p Q p G R G Q O G R G Q R G R p Q R G R p Q ©G R G Q O G 6 G Q G G R p Q b Na d O 15 B B] 5 B 6 S d N i ♦ E E E 5 S■ E■ t6 i0 6 11 0 10 6 S] 14 17♦ 5 E1 S N N t1A0K3d91P/CM CavHe Brnv ylB,a.YBFB9bnBv, ,aeromawa la4 620 11 7 84] d E 6 S S S♦ S S S 1] 8♦ 81 5 0 B B B E ■ d■■■■ Tt0 10 8 S 3 8 1 S S♦ S S S S E S S 11 ]♦]♦] 1 S 1 5 S S S■■■ 110.0 ♦ ■ ♦ ■N■ ■■■NEE■■■ 7 ♦ / / ■ E ■NOON■ 2m0 r■■ SrEEE■■■■■■■■■. ■ ■NEON■ ■ ■NEE■■ IB 9 WNBRBRF � y �� L IRa3MDFf I RSMPPr MI mi¢�Rwlsl � J F 66• fr ill sP/mi6Bai 9ACOSBm W �B�F„y NM00.9®I6E 3n0O150�L1E ��m. nd yznms �. W z„ PIP i IDEUI2M �/ �i3 RIDmIOa, tl,^ SD®.IYP. 1YPIGlRg101l9ArDl6 DIA®IW _Y8� 2as(M.) 225P/3119BED9D6 �~ 7ro(aasmDRu@+: /sEfsw�(csaTmxn s w � H �e IiS1DP.) IaSPg�eMO3R d• yb ��� lsffsvralcsaam,p ♦O�IseL G ImesgmtataunBRsom2esH� � =_��.` tl RRtLRRT9E ��♦ 0 3b•& iis(W.) IVY K 4$oii V gp Q iCll S 8 Ia6pW.) 2as(M.) WImEN1GgW mRT01D¢RI®IRmISSHOIBtl -ORM81RIlY{EI®GnB'E 11IrNPllSmE MpD¢PRY IUMRB310P5 - C/DYWiIiDi 119EtR➢YGB¢R - 0®�.£9Xi�F�NI ar417fO11�D/5il WILL 9'PDIYa gIKi4W. s / �OR©HEADED 1xS-/ TVP. � 0 HEAZ AS SILL /I �2xS OSPACX ING SECTION SCALE, 3' - 1'-0' This item has been electronically signed and sealed by J. W. Knezevich, PE on 819117 using a Digital Sgnatl Pdnted copies of this document are not considered signed and sealed and the signature must be vedfiled on NO.41961 • STATE OF F�_RID �ONALE� ANCHOR SCHEDULE iA5TBa3itlAYJNUa SPAW W (IWIB11®lal®fgiVAPoOUS OB1GN LWD9 AfD9PAf8 f W AHCINtTYPE LM0 (PSF) SEE SPA/SWTO 5.6' (SESwrEI) SPAISLPTO a-W (SHEM E1) SPAN9 tPro 12d (SEEWTEI) SPATS IPro 1547 (9ffW7E1) IDLE ODNJ�IDNTYPE (SEEWTE3) CGlE7 WRE (MHorE3) DIXdiCftl W E (SEEW E3) WMELTpNw (6EENDTE3) w 0.76" Edge Distance G P pGpG 1Rq fAgG (3q GPG am Gp 48.0 16 16 6 10 16 16 16 5 6114116110 4 d 10 18 13 3 3 8 �y��1�1�111� ❑-+Mi+MiK'� 1/4.OV,bo3Ia95wewobl.7Y peWbation (1.59375 eeb), SMw//w110 Bf411G=0.55 62.0 161161 6 B 1161161161 4 5 11 16 13 3 3 0 18 10 1 6 RO 16 16 5 7 15 18 16 3 4 9 16 11 3 71141 9 5 110.0 16 16 3 4 1016 10 6 12 7 �� 4 9 6 00 3 200.0 1st 9� �j 5 9 fi �I6�0 3 G �+ w 0.7W Edge 01staneo C 1 p g G q C I P p G p G p tl G p C 1 p P G p 40A 16 16 6 B 15 18 18 4 5 9 1161111 3 37 14 9 3 5 �y1�� 0- " 1M'OY Le9Samw 1.75 poretreltA (159375 fa fats), 9iew0wltogeNG'0.42 62.0 16 18 5 8 12 16 12 3 4 7 14 9 3 5 11 7 4 M 11611614 16 1101161 101 36127ME496MM3 110.0 16 11 3 8 11 T 4 0 5 3 6 4 M i 2W.0 916 [MINI 3 6 4 1 4 on xl%Tii1T1 i g� 7/18.0&ass VAiod BVOc9 wf W whe6 hwoololh Y4• ED. Y16'Pge-0/84.d Oo6 G=0.55 w 07S Edge Distance aTEPPP77P p G g G q q G q Ct CE q G q ±015100 696' 374MENS30ME I'S 12 ] 0 4 T ( M E 3 5 3 0004 n 'nA 10 6 �� 0 6 4 MAM 4 3 MMM 3 MMMM 110.0 8 4 �EME 3 ■00H MEMN 2004 3 MINIMININIMIN M M M M N M N M S M Fffa& L mlm7a61aossxam3xeSfaEfWot1®+ma0uaacm�u6anr.wvxasEsamalmAsro9mca¢Wenslo¢reElwmnrolrost9uemlxrnnElW iARE3W4ffF11. z eaareTr,FwumeuAalasUrt.suueEllsmwEWiesmml6waolawswauulWs 3. mlai RiD10R 9]43101EBl5fDWTIEE7E1065WLCnIDEIl41EwA, Na1168 n1f N416'E OEIAICE.9IFLTO6tta INO GFAi&WWiWEQJMm HtATwE081O1 Iron W 9rU1W8A'e93aTsvw3 WIAEzn1e3 W 133/ILro9umR9Al. A SHNMinN09:CEW 0EtA051p83®IImU18M0ImaECI1WTPE. s E7IS'W.G smEnaE rur aE EOII6FIE AtIn E-m IIOaOw mrlv.ElE Emu Ww93D 17NA0G raaeaEumm sD4naEE IW ITAIaIN.'Dt9 mh al�WroEa I. MOIOId9l4Lff OATIW®OOaAADV1C6 Wm1IM4'RKTR®5'R[mMBDld71Mi 7. wlmawaEmle.'rAv9m¢Dmuutm3DawNLru®iWm�. A w3e,EDnsmcslarntaEEtWr-1ea3a®on011E, mxla+nW9uulaureDalsmlWmAvonwxcenDoxaovureunnava91D11xeTrulaAu wn rorxax 9. 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IiSoRMEAIDIW ® /� mfial(9ESE) (SHm#AGSSTIW IO aAli[E mAWlcouaull ImTlua¢amwe -alArW.n667r3EuvmrDaE W �MORON�� SPACD3G DSABAM m9 TMOLS mlmlMm01S 9tlI1R -OmIN'YIIWMEIE0G Will OIIISmE A11ppE%Y BOINMIDDIS - OImMaLTIDd TY{EIISPC V6fE YlRM OVISIW AgKKdOYLY mIH 0.S -W OVGAVIdW IgIOM1S TYPIW. svnofAoluaaa. 2x5 /AI ORQA HEADER IxS- TYP. / ev emu, 4g Ei W ys u • 51 uZY „apE I i Vtly��� _Y•S"�P NO.419 l'- ED AS SILO Tl CTATT F /I �2xS OSPACING SECTION SC., F. P v 1-0 sealed by J. W. KnezeVch, PE on 0R9/17 using a sealed and the signalum must be ved0ied on any