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7/20/2015 Florida Building Code Online r o, STK o!id,`i 'r�".patti'fL''nti, BCIS Home € Log In User Registration Hot Topics ' Submit Surcharge 1 Stats&Facts I Publications ; FBC Staff BCIS Site Map ! Links i Search Business {� �� u �Pvat _ E D na USER:PIIcPr [pssim User f?eguiation Product Approval Menu>Product or Application Search>Application List>Application Detail ., MAR 2 9 2017 "�• F-# FL389-R8 TING Application Type Revision Lucie�iI aunty Code Version 2014 Si. Lucie County,FL Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Walter A.. Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Mp.//www.floridabdlding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUwp/o3d 112 i 7/20/2015 Florida Building Code Online Product Approval Method Method I Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks 3- (Non-HVHZ) - Drwg 15-086 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 11 A.S.S.A. INC. DRWG.1 -086,r)df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level "W.Max span is I2'-7"for 35 psf FL389 R8 AE A.S.S.A. INC.-P.E.R. DRWG.15-086.pd positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blacle,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf, T-6"for '55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls Is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. ................ ...... 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only- (Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions i Approved for use in HVHZ: No FL389 RE 11 A.S.S.A. INC. DRING.15-085,I)d Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:Large missile level"D". Max. Span is 16'-0"for 30 Pt RQ AE A.S.S.A. INC. P.E,R. DRWG,15-085 HV.Od I p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVI blade, 8'-0"for+64, 72 p.s.f. load for HV blade for Keystone mountings T-0"for +75, -75 p.s.f. for metals stud mountings and W-0"for 110 p.s.f. for HV1 and HV1A working in unison. See sheets 7, 11 I and 20 respectively of installation drawings for other spans land pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO- (Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection 'Limits of Use Installation Instructions Approved for use In HVHZ: No FL389 R8 11-A.S,S.A. INC. DRWG.15-084.pd Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other.Large missile. Max, 16'w-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084.pdT 'for Blade 1 and I.W'O"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes i 12, 25 and 28 respectively . ............I ....... ---–—---------------- Contact Us 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Covyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida 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 be used for official communication with the licensee.However email addresses are public record,If you do not wish to supply a personal address,please provide the 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: Riall 99 MW http]ANww.floridabLilding.orgtpr/"pp_gfl.aspx?param=wGE\IXQwtDqvYYHH2vjvx53MwsXdCOtOXtHs6RTTCYUw%3d 212 RECENVE-D MAR 2 9 � GENERAL NOTES: Lucie CcL:nt;•, t-L t.BERHHN RY.M7CORgON 9N7(fFR SYSlF7A SHOWN ON 1N8 PRODUCT EWLLIATpN(WCVMFM PED.'W3 WN VERIFIED FM OOYMMM 1N ACCOROA E WITH Y E 2014•(3N EDITION)OF THE FLORID BUfIDNO CODE.llf4 ACOOROWOIN SHUIIER SYSTEM SAY BE INSTALLED AT FBGI VELOCf1Y ZONES. DESIGN MAID LOFOS SHALL.BE OETFNHNn AS PER SECTION 1800 W IHE ABOVE LE WIDNED COOS,MR A BASIC TRA SPEED WWRED BY THE JUMW"WREFE SWUM DHE. � BE MUMIWTH A DIROC110NALRY FACTOR Lw-M USILO ASCE 7-10 FOR W&ALLAfIWS CORDER 2a14(ftENTIM)FDC AM SEW"NOT OLCEED THE EM WJM(ASD.) IML'E Of COZY E�•�• EMITS DIM PRESSM RATIMS NDICA1110 ON SHEETS 12 TWA 17.10.24 20 4'2811 eY 1 Y=DIE BORDER TO VMY SE aA 6 H Of�R TOOT ��THEM W1 MAX("D �SOEM WID LOADS DETERMINED�UREE RATASCE INGS MICAT D 9WEEnW M�12 1HHW 10 i7 2DOM 2aa&28A.MAN �: N� BIS GENERAL NOTES SHEET 1 N ORDER 70 YD*Y THAT ANCHORS ON THIS P.E.D.AS TFSMM W RE NOT CIVFRSIFESSEDH A 33 1E NCREASE N ALLOWABLE LOADS FOIE WND W"WAS= USED IN THEIR MAYS&BERTH SYSTEM(COHPONENB 1-01 SLEET 2 KV ACCOROW SHMIER SYSTEM'S ADEWACY FOR WW AND LARGE MISSILE WACT LOAD HAS BEER VEAISED H ACOONOANCE VM SWFIM lata Or THE ABOVE MENTIONED 000E AS PER AltREPORM SYSTEM COMFORPM 21-17 SHEET 3 -HV BLADE10/0214.01-03,#D71&01-O3./1004.0144/1214AI-65./0317.02-08•/0809.0/-10 AND(0210,01•-11 AS PER TA4 201.TAS 202 AND TAS 203 PROTOCOLS 7YPICAI•SHUTTER ASSEMBLY 3" SHEET 4 D W WiNDOM BLADE HV ())AHF n AND. -HV W1140"W1140"W1140"BLADE @/050.5.01-08 A4 TAS 101.202&207 PROTOCOLS AM0725.01-OQ AS PER Ta 202 PROtoCd. ARFA 2t - is OWERE -HWv BtAOE®/0422,0/ AS PER-M281.TAS 302 AND T/6 203 PROTCCOlS A E AM TYPICAL.SKEETER E WOMN&NOES ON LOCKS SHEET 3 2.Lry BLADE 1 HV BLADE 2 lNG/NEEFED TO WORK N LI4SON Rrttt1 FACN OTHER RE ARFAY 1W6RE THE oESWGN P1OcS9JRE$TRAFbTTION fTO11 FIILH 2DTE s ro ILNTEAloR ZONE 4.FNCIW ILNSTALLATION DETAILS A-&CDN Iw'* LOCT( SHEET 0 MN0 ZCHE FE pE9I.Y IDENEFiED w AL�OORQMICE LY1H CFNPfFA 30.OF ASC£7-to sTM70Ma A!L IIDIMiND CCNDI►OHS ANO rASEENER TYPES SCFEDULFS MUSE 8E APPEEEa ro TELE INSTMEATION WFAU F-L.CONCRiF/8= SHEET 7 CORA�SPgWDIq WEA ZOfE 7103 SILHL 97CEUOE ROOIITEIENIS PoR NN.SEPAWLOH TO GUI4S DFIJYlNTON OF YMD ZONES 4 AFD 6/S 1EFIL/S OF ODYPONENIS FOR HV BLADE t &2 AOWRDON SMELTERS SYSIE]IS FOR QIIIER WIND ZOtaQ 9W"BE PREPARED AND CTR(IiMD FM A FLORID ftEtl3lETtFD DNCNFSL OR ARCHRLT BAS[[E ON BIAlOp10 COf61p1W0O}E AND CORERLNiE OETAl13 TN SHEET B ASCE 7-f0 SNNDIROV AND Stall 8E 91B(If1TED ro TETE BTALOED WIFFtCIIAL AT THE rWE PERLer 6/PPt1FD FOLt CEIEFALIATE ALTERNATING DETAIISW SHEET B Hv BLADE I 1N TWgOW LTtAOE ® ARE ENGMEERED 70 INDENT N HRaSON WM FACN OTTER U1IDFR ntE cDNEA1At tJtETA7HONS A10 mHODIDH6 w LTSE HTDLNITED oN s1LDEr 2a CENTE VATS DETAILS NO SLEET 10 ACCORDIMpW�/ _BE ETD CQtgmw OEpAs 1-s.c0IC*.wuOCK SHEET 11 3.SERIES ST/NLE'SS SI SCREWS 1 SRAM 0 kd YIELD STRENGTH ASID 1500 RW ENSRE�S BE�WM 8FIRM W COCROSIVELD 1�(WTVIG SWAYS 41AWFAC1 BY MA%M!L SPAN TABLES S1fEF 12 APPROVED CORED APPLICATOR%REGISTERED WITH ALOWM SHIFFU H SYSIEI6 ASSOl2ATIM.PINS NWT BEAR TETE TLV MARKING ON MW HEAD. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 4.ALL AM-75ANCHOR S I FJfIm90M5 MOM ALUIINW ASSOCIATION Alltlf ND TEMPERAS INDICATED ON s}IEEIS 2 AND 3.WM1Y MEED sESTRENGTH IN 6083-m MW 31.7 Wal AND 3SANCHOR SCHEpRE-CONCRETE&ROCK SHEET 14 TW FOR aa9s-ra 7 IE-CONCRETE&IZ,OCK AL SFHEEi 16 5.ALL SCREIV3 To 8j StlYN SS STEEL 304 OR 318 ASW SERFS OR COMMON RESWANT COALED CAROM SWEEL AS PER DH 50018 VM So Hol MIN.YIELD SMENGDH AND 90 WA MN 7ETtSiLE ANCHOR SCH1EDIAE-WOOD SHEET 18 SIRENGIH&SIO"CCYPLY W/FLOWIM 88&n CODE SECTION 2411.3.3.4. ANCHOR SCHFWTE-WOOD SHEET 17 e.BODS TO D ASHY A-307WLYEItiQFD STEEL,OR A19 304 OR ata SERIES STAti1S4 STET"WITH 35 W 114111"YIELD STRENGTH. INSTALLATION CUMS M-R.WOW SHEET t8IHSTAEEATION DETAILS S-X.WOOD SEELY 19 7.SEE THE f WIOWNO SHEM FOR ANCHOR SP8(7F)CATION&Hv DS( 1313.14,13,16.17&2aA ED CONNECTION DETAILS 7-12&Y.WOOD. SHEET 20 _ MNBUBLlCE2a. WA BLADE ® WOMW N LIMON:13.14&IS AREA 3: HV PAAn[m ONL S.THIS 8F70H HM ACCORDION 9WTTEh SYSTEM BFMS A US PATENT/8'779.582.COMPONENTS OF THS APPROVAL ARE COVERED.N WHOLE OR N PMT 8Y U.Y PA /5'458,179 ISSUED TO TYPICAL SHUTTER ELEVATION a VIOLS ON LOCKS SHEET 21 FA510W YETlL SVPPLY.WC. WTALL1nON DETAILS AA-W,CONME SHEET 22 9.B SHR"BETTS RESPOMWITIM OF THE CONTRACTOR TO VERT/7HE Sow"ETS OF THE swaxITIRE WHERE 94RTER 6 To Be ATrACHED TO DwRE PROPER mxHdRA,0E CONTRACTOR To CNilEtW7E DETAILS HO - SEM, ALL S WITEMONENT EDGES WEOULAI REM.TWW FASTENING N CO ITIM US CONTACT WTH THE WtonO To PREVENT 1EMD/RAH NIfIWON. END CONFEC7)DIE DETAILS 1-8&X(ONC SHEET 23 /WI�K . R COPGONTREiE/BIDClL SHEET 24 10.EACH WAAF IST BEAR PERMANENT LABEL N A V&BLE PLACE WIN WMHNO NOTE:aWI WO 1 E 005 OF MRRICNIX WARHNGS HOME OWML WW.OR MIER.4,MINT PROPFILLY CLOSE ALL h1AXMIAM SPAN TABLES SHEET 25 HV MTD HO CWIERWIM AND ENGAGE OR LOCI(ALL INV AND NO LOCKS. ANCHOR SCHEDULE.COWCNEFE SHEET 28 11.WHUETER INHIAACpAweS LABEL STALL.BE LOCATED ON A REMLY VWBL£LOCATION AT ACCORDION MUM W PCOOMANCE WNH SECTION 1710.8.3 OF nMM WARDIRG CODE ONE IAM SMALL BE RACED FOR EVERY OPENIIM LIBELING TO COMPLY MOI SECTION 1710.8.1 OF THE HOFM SMOMa CME It(iEA b: IHV WIt�ND(W B(AF1F del ONLY 12.BFI(TIN H.V.AOCOROOH SWITER SYSIpYS F6YALLl1ON 9W"COMPLY WIN SPECS DAWAM N THIS oRWM PUNS ANF BUiDW MD=44 REQW06 PROVIDED BY THE 0JRSDICTI N PERMTYPICAL Yom, BLADE a YANDOWIErAR. SLEET n IMWPERMITtS APPLIED 1D. 13.(a)THIS RM PREPARED BY THIS MOWER R GENERIC AND DOES NOT PROVIDE IWOliWYM FOR A WOE SPECIFIC PRONECR L4.WHERE THE SBE CON0mMS DEVIATE FROM THE P.0. TYPICAL SHUTTER ETEVA71ON SHEET 28 (A)CONTRACTOR HECCONONON BE TM DDOCUUM RESPONSIBLE FOR IM ' SAM AT SIE 19 OONTPAC70WS R BASED ON THIS P.E.a.FRONDED HE/SHE OOHS NOT DEVIATE .ESL AREA !S: I(V WMDON BIAnF ONLY (o)7H6 P.E0.WILL 8E OONSIOEJEEO wuNW 6 ALTERED BY AEICG►F1a6. WSTALL/ATION DETAILS„METAL SNDDL."S SHEET 28A (d)SITE SPMM PADJWTS SHALL BE PREPARED BY A FLARMM REOISIFRED ENGINEER OR ARCHITECT WHICH WOVE BECOME THE 041M ER OF RECORD(EO.R)FOR THE PROJECT AND WHO WILL DE EtESP0N98LE FOR THE PROPEL VSE OF THE P.E.D.SHOE M OF RE)COGO`ACING AS A OnEGAIID BMW TO TAE PFA ENCNEER SHULL SUBW TO THWs LATTER THE SIIE sPECF10 ' O OMM POR REVIEW. (.)OWNAL P.E.O.STALL BEAR THE DATE AD ONOWL SEAL AND SIGN1AWRE OF THE PROFESSIONAL ENON♦Uft Of RECORD THAT PREPARED R. FLORIDA BUILDING CODE. R h YelocN II1rRIiTwne tafle THIS /TiLrEC O DRAWING SHALL ONLY BE USED TO ```���� YE�A.ETRE A/q���4 A 2015 EMM METAL 1aNpPLY,Na 08TAIN PERMITS IN THE STATE OF FLORIDA ��� ,'� ��• A S S A ��� VA+ A H�N�. , Accordion Shutter System w N *:� 1 - V.&ADE 1( ORO N.V.1RODA&ADE&Hv.8 y - nE"1r TESTING& EN(i1NEERINO COMPANY American.Shu1Nr SyefaTne oaASM W. ua STATE � ws HAL 308 8L,Sb.304 WON%9NI3OM nlo9nA WI A8tDDlallona Inc. 1 EMD I1-14 01/13/13 MiE! 61 13 1 �.• Phone:(306)871-1550.Fm1 I(�e)en-1S3I 4288 Wastroods Drive : DRAWING No L F ORION �,��$ � T?y O01" West Palm Beach, FL 33407 M E .. 4j��'iss�0...... G��``,O WM.TER A TWT Jr.P.E. 4 1 5-084 P.E. 5� ��DAiE RLORa U./MWe7 s SHEET 1 WII Www / O 2 Ery BLADE - HV W118D• STARTER O 3OHV UNIVERSAL FLOATER QUMJIED OR USE w/ COVERED UNDER US PA 5458179 COVERED UNDER US PATENT f 55M179 OMMED FOR USE W/HV BLADE tO& O4 HV DIRECT MOUNT w"E(q&M ' 6003-T6 ALLOY AND TEMPER QUAUFlm Fo(!�)l�E W/FIV 6063-I6 ALLOY TEMPER *SEE LIMITATIONS OF USE OF BLADE®ON 8 6063-T6 A�LLOII ANDQEMPER 6063-T6 ALLOY AND TEMPER 122V .065' COW 2 •� 7I 3 O 7ADAPTER ® WO QUALNIED F NV OUALIM FO US W w 1 &Q BLADE 1 & 4 O9 HV TENCH TRAC//K O QUAlIREO USE W 1JV ADJ. 8063 6083 TB At10�AN NPER �0 & 2 ONL4 W EWE 1 1�IAV j�INGUARD O 6063-T8 ALLAY AND TEMPER OIWFlED FORUSE W/ FIV 6053- ND EMPER VARIES BLADE 1 & 2. VARh9 1.935• 633-TO ALLOY AND TEMPER 1.917• 100 Gro t.aaa- SAW Qy � 1 HD CEILING HEADER/SILL LSat 11 HV CEILING•HEADER <IE L EO FOR USE W/FLV BLADE ONLY, QlUU1FImro&RRTg W 0 �1 ONLY QUAl}FIED FOR USE w/FIV BIADEQI 14 LLL 1® SHD CEILING HEADER/SILL SEE SECTIONS FOR VAU SEE SECTIONS FO 1.101FY. QUALMED FOR USE Wf FIV QUALIFIED MR USE W/HV SLADE 1O&D 6083-T6 ALLOY AND TEMPER 6083-T6 ALLOY AND TEMPER UL/UDE V1 ONLY. Sol-To ALLOY AND TEMPER 6063 TO ALLOY AND TEMPER COMPONENT A D 11 12 X Y L 2' 2• 125 Lel X Y wL 1 \� © 2- 31 WX. 1/e• 1/b- tN01 3• 3' (Logo ' 1• 1- • ® 2'• 5-MAA 0.192- 0.192• Nvo t z0.• 7•WX D.1s0. 0.150- HV CORNER POSTS 1 SIDE ANGLES ,�LUt�iINU1A ANGLES ® O FlED FD�usE w� HV (XJALIFlED F 115E W/w QUALIFIED FOR USE W/ W MADE(I &® 1�T 6063-76 ALLOY AND TEMPER 6063-16 ALLY N©ENPER BLADE AND�TFFIIPER \\UIINlllllll/y„/ F=WA BUILDING CODE High VeiocU Laico05 TOM � 'yvP••.••••••.,�C/�.��i�y 2016 061ERN MEEK.SUPPLY,W. yc�s�•:�� Shutter System �-- A S S A BERTHA HVTM IL E C O SNC. . . � � Accordions �”— V.BADE A W all o Rv www BADE&R.Y.6U0£ •7F American Shutter Systems toctmoLf gaunt tm .M \,••� .• 71LLR TF STING &ENGINEERINGmwwCOMPANY o. Asaoolatton. Inc. 1 cm 11-114 04113115 Lrna 04/13/15 ORIDN :oil ea»Nt1 xu�t0. s�aoa\\feOH\ewtoOR nataLl mt > Pdw t(soe)s71-taco.ioa (3o0)sat-1331 4268 Weetroode Dtfira a qui" Ap••••* a.coma.00m West Palm Beach, FT. 33407 5 DRAWING No OAFAIL IEtI\\\\. 4 15-084 W/LTlR A Te311 Jt.P. nAm%Me./ate? 5 SHEET P.E. SEAL/SIGNATURE/DATE s 2OF 2,3 4 9 ' 1 -2041 1/4•-20 GW SS UL 7ttlMA0m [W®P m6 (2 TM.) ®pWiwi� fFIEDI� 10.062' e3(OMOME (armK�PIATM) CENTERMATE E W/HV BLADE 1Q& LY HV K ® EGRESS LOCK ALLOY AND TEMPER QUDED FOR USE W/1(V BLADE 1 & ONLY QUAUTIED OR USE W/HV QUALIFIED OR USE W/ - 6063-T6 ALLOY AND TEMPER ® NV ' BLADE(& ®ONLY. BLADE V.IFIED FOR USE W/NV BLADE 1 ONLY 250' . 2J74 8063-TB ALLOY Al TEMPER 1 9 dOlDEO 7 SCREW 71 c "AFM RIVETING e s 1/4" 20 X 3/40 eEFORE RrvET'"G IS, THUMBSCREW 1/4"1d-20 RIVNUTe I also• I SH KUMW,PRa I 09M.AS WN�roREn er AVOM - PIN7 FROM EUMIDON ® WV M " " 9RMi CROW 1P]OORM,PASOPM.NEW JERSEY 07054 OR EQUAL © LOCKER FOR "T" LOCK CEN7ERMATE QUALIFIED FOR USE W/ NV BLADE 1 ONLY ® HV FEMALE "T" LOCK Qom$ ® "HV T ® �CEK 6063-TS ALLOY AND TEMPER QUALIFIm FOR SE QUAL1f1E0 FOQ USE W HV QUAIJFlED FOR USE W/HV BLADE 1QONLY QUALIFIED FOR USE W/ FIV BLADE 1 ONLY W/Ny BLADE 1�ONLY BUIDE(1JONLY. 6063-TG ALLOY AND TEMPER 6063-TS ALLOY AND TEMPS 1.9 ' 3.181 - cn24 O ' ar1 CYU OR -214•, OSS Y .214" KEY f:YUfIDth b' .64s• n +� 0.975"Mn. 3 Oa 1 An,Max O ALIFlED FOR USE W/ W B & 2 ® HD CERURMATE WZ LOCKING ROD QUALIFIED FOR USE W/ W BLADEQ). &(3) 0 O 6063-TS ALLOY AND TEMPER 6063-TG ALLOY AND TEMPER v 12"MIN. QUALIFIED F E 1 & 2 r10 s-5.OR 3/e'.-16 -8 ALLOY ND TEMP ® O 11E71195(RERs 31/2" _ cnMER RN DO OR KEY 313 CYUNOF71 ® LOCKING RODD 176 M— LOCKING 1/4 A D LOCK QUALIFIED FOR-USE W/ HV BLADE 10&Q t'IN 1 4" 20 AISI 304 BY REGENT HAxow®MORnSE:tocKs sEaEs 2333 NOOK BOLT Loac. 61163-T6 ALLOY AND TEMPER ®.:�Y�8"�—�S ACETAL /� QUALIFIED FOR USE W 1N BADE 1 & 2 DRILLED ATTION WILL FOR PROPER 7/16" HOLE LE TM—��- QUAUFlm FOR USE W/HV BLADE 1 &O / O,Velocity High Hurricane Zone ```�����,`�(�• .T/[[��ij��� 0 2013 FI rm MEIN.SUPPLY,INC. �a�? ice BERTHA HVTM IL E C O tmc. A,S■S■A. Accordion Shutter System H.V.GIME il W1 OR W/O R.U.VMNW WDE&KV.BM* :* American ShuHer Systems „ al< DRAM�; M.L. TIWT TESTING & ENGINEERING COMPANY STATE OF a; 6136 10L 346.x.51.306.VFMAA GWOM ROMA 331 Assoalation. Ina. t ata n-iµ a/n/m ale 04/13 15 Pho :(305)971-1630.F=:(305)671-1531 4268 Westroade Drive 2 s'.,,,,;.-•�'��"�\��% r EB-OM7o9 0Of1 West Palm BeOch, FL 33407 a DRAVfING No 15-084 9NAL�441R �to6u�/44167E a 3HEEF B P.I- SEgtf SI�NA�l1RE/DATE 41 3/8-0 r& SHUTTER ASSEMBLY SCHEDULE FOR 1, HV MD. HV M AND HV (2) BLADES. (D HV BLADE 1 14V BLADE 1A W BLADE 2 =1 KV LONG RECESSED NYLON BUSHING 4z W SHORT RECESSED NYLON BUSHING lH W NYLON HAT WASHER EXTERIOR 4 L W WHEEL CARRIAGE AISI 302-30.3 SERIES 441 473• s 0.870"X3/16' THICK NYLON WHEEL. 0-188"0 AISI 302 SERIES S.S. RIVETS Mg or or ((SEE NOTE FO HV 1 3/4" ACCORDION.PIN W/ #8 HEAD EQUIRCUENTS1 (j)(1h or(D HV 2 3/4- ACCORDION PIN W/ #8 HEAD j EXTERIOR POLYCARBONATE IMPACT RESISTANT HVWINDOW (SEE SHEET 27) or AT EXTEM MADE KNtMr MR TYPICAL SHUTTER ASSEMBLY (1)W PIN SHALL ALWAYS BE USED AT ALL OCTMOR SCALE: 3/8- 1- HV PIN(RD OR AT EXAO or OF'HV ACCORDION SYSTEM W/HV(D OR MMKIES 00.324' ff SLAWS KNUCKLE. (SEE NOTE* FOR (2)W PIN @ MAY BE USED IN UEU"I&AND ONLY AT .0 REQUIREMENTS) EXTERIOR BOTTOM KNUCXLES OF W .= ,SYSTEM W/Wo TYIP. BLADE WHEN CORRESPONDING TO INSTAILLATKINS'CC"AND SHEtT 22 > (3)W PIN @ OR @ W/ 1/2'O.D. 1/16*THICK S.S.WASHER SHALL BE USED FOR-DIRECT MOUNT INSTALLATION PER DETAIL X, SHEETS 11 &24.• WHEEL-OARRIAGE DETAIL N.T.S. ASSEMBLY LAYOUT - N.T.S. FLORIDA HiJ1IDING CODE (ion High Velocity Hurricane Zone) 1 0 2D15 wTERu uclAL SUPPLY.iw- A 09RIHA HVTM EC 0 silt. AwS.S.A. Acc Accordion S system Y.61ADE11 V/qty 0 N.Y."M BUDE 61 NY.6ttUE TILLIT TESTINO &VIGINEERING COMPANY American Shutter Systems OM k%L Wft Sl.SW 304 VOGNA"MOM nGWA wl Association, Inc. .. ....... Pho-:(305)871-1&V.f- (305)Vl-1531 4268 Wastroods Drive 2 -Mk t7w-0-1-19- West Palm Eleach, FL 3M7 — — DRAWING L 09-10M719 1 G No WALTER A.7410 J1.P.F- 4 _ 15-084 1 P.E. SFAL/SfGnATURE/DATE nZRIM u--#"107 5 SHEET a 4 (IF 28A *NOTA$ ON M N j„�S AND CENTERMATES: A 9 C 0 U S i d< 1.MMAULMN C=nXL ih ONE MY LOCK or SIMLL 8E USED AT i/2 OF SERITTER SPAN FOR ANY SPAN OR 12'ABOVE OR OF, We MMS ��T BE USED AS AN INSIDE OR OUTSIDE LOCK,XUDiED V AND FOR I AOR�T� ELflMDON, ttY 110%Ke r Cr t7 ` CENiERMATES W(2) 1/4 F-zo x 1/2"LONG F1Ar REM$.s.u.S LDf7U1pN of LOCK s!#ALL 9E AS 1 DIC11TEll ON s TYPNCM. ARON. lF DESIREE,FOR BETTER PERFORMANCE OR FOR SEEM PURPQSfS,UP TO 7Yf0 Mt �� LOCK®®S 0R Y>3£iTSED AS(A(N BEE OR oU15b£tOGi CONHEM OF tICltt TD CEN(FRNAlZ v OIUOtI�QN�OFLLOCICS BE ASSKALL BE AS CAIED INDiCATED�ON TYPICAL SIAIIM EIWTKIN. 3 —y WHEN W*8=W�M it OR IMM 141ARMTORY Q=MOMMM ME _ m L LOCKING BOOS ARE NOT REQUIRED AT E PO5RWN. BUT MAY BE USED 4 0 aR® ® MAY ALSO BE USED AT STO TACKING POSFWN (NON HURRICANE POSE M). OR AN ALT£RNAT1tE DEVICE i.y8il1YALIATI NS AT A t2t ONE 1N LAC r� BE USED AT 06RNER CFMEtiW1TES FOR ANY SPAN p5E51! AND NSfN1ATKINS AT hN�1 EJEYATiON. yHyVJ(� / or SHAFT BE USED AS AN OUTSIDE OR MOE LACK, ATS UP k NED T SI{ALL s.M Umm RODS Be USED 7% OCA7%1dF4 LOCH SHALjl B SAS MDICATED 04 nN READ S7YPICAL UT1ER EIEYATION,® $ MAXIMUM SHUTTER SPAN SHALL BE DEMWNED AS PER SCHEDULES SHOWN ON SHNET'12. � i1 Lp Oi g s. ONE M vamm ALTERNATE HY LOCK MAY BE N LIEU OF HY LACK or FDR ANY SPAN ANO if 8f NST TANS AT ANY f1hVA710N.AL 1£LOCK t1AY BE USED AS AN D OR OIFiSiDE to ATFACHMEM OF 1/4`f-20x3/4'S.S.THUMBSCREW To OCR/@ CFNIERMATLS SHNL BE MADE N/ 114-p-20x314 ALUM. RIVNUf AS SHOWN ON SECTION HYE,sHEEr&ON'E LEEK SNNL BE USED Ar 1/2 e,SMf YER SPAN OR Two LOCKS AT 1/3 OF SHUTTER SPAN. *NOTES ON HV "T" LOCKS AND CIENTIERMATES1 U OND SEE END Ji. ONE ALTERNATe Hv'r'tAcK MAY BE N UEU OF HY LACKS OR FOR AW SPAN CORNECWN AI1A AT ANY EtLYATNJN AL TE tDC1C Y BE USED AS AN INSIDE OR SIDE LOCK ATtACKMEW DETAILS eti o F s R L x o ♦ a • v w x OF LOCK NCLUDFS USNG�E1NFORCING .AS SHOWN ON SECTION WG,SHEET 9.WHIL3i MIDST BE SHEEr Il IYP. CONNWIED I 0 CEIFIETtMATES¢D AND 0 W/ 1/49-z0 x 1 1/2'LONG S.S.Tt#1MW BOLT W/Tj8 i x 3132• FULL HEIGM YANGNUF OR Wj 1/4'M-20011'S.S.LLS.Wr0 A 1/4%5/8'MNVr. OCK IAI1Y BE NSTAIIED AT WSPAN OR 12' OF CORNEAL tUAfDlN.1 ABOVE AHD BELOW MIDSPAN.USE OF TWO tOCIONG RODS Top AND BOTOM IS MANDATORY. CENTERMATE �a®®ra:�•07 m®a10 ��� s 01ES tICS �myrATES: 1. � OM( Wg!(0:ONE ALTERNATE HD LOOt'�f LN USED 01 ttEtN of Hv OR MR AIN SPAN NO NStNSAMNS AT ANY ELEVATION.ALTERNATE 10 LOCK MAY BE USED As Ax NS1DE oR Durs1D tope ATTM31ME1VF OF H4 lACIL®To 1S W/3/8 x 3/r F.H.S IA4.AM IWUUDES * a ttuB �•�a¢�� $aQ+�a RONEORCORQiif NSQtF�AS S1i0WN ON SECi16N5 ti>!&• A1m�G-RA StW 70.LOCK MAY BE 0bTMIED AT UIDSPM OR 12NAIOMUM 8E].Chv OR A801W LUOSPA L USE aF LOCKIM RODS®is CgIN.ETELY OpTow- TYP1 AL M HY BLADE SHUTTER ELEVATION N.T.S. 71MNiTwr FLORIDA BUILDING CODE Ntm Ifigh Velocity Nurricene Zone •...„... f��� O".'B Do”METAL SUPPLY,114C.vc�n► BERTHA HV- T-�xr�"moi a,,. �`„ '�,A. Accordion Shutter System jY.BINE 1 W OR 1110 ILK SM Bk H.Y.ME TiLLIT TESTING k ENGINEERING COMPANY American ShuNer Systeme et�eavin ait owAiM er M.L e3M w.3eS.St.3W,WMM wxw+a nava 33: Aeaacl4Nan. Inc. f ata LL-IN xu. /i3/i3 ale 44 73 rs ��� Pna.:13os1eit-ia3o.rax:(305)a11-is3i 4268 Westroads Dn've : �i tS ........•� +` .-mast:al.e000wam West Palm Beach. FL 33407 s DRAWING No ,/OVAL E�C�`��.�`` ®-M8719 , 15-0$�} yrtt LUV wLm+w nwF Jr.P.E P.E. SEAL/��+�A7URE/DATE naaw m-!+++a7 9 5 EEr POURED CONCRETE OR CONCRETE ED, ouwED CONCRETE ANCHORS REOBmRm tkDac CONCRETE ANCHM 1 i'd-20x5/L s.s. REOUI SEE SCHEDULE ON (SEE SCHEDULE ON TN(1/4-24 CONCRETE ANCHORS SHEET 13) SHEET 13) MRS O 1r O.C. (SEE SCFEDUEE ON SHEET 13) 1. 1. __ 4 Mtn. 1 4'F20A3/4'SS. Wo' '- - DR 18 E LNSONO 1j tans f - 19 O 12'O.C. i E 0.a /2 .254'Mms. _ @ �+- � + : fill Mw.SEPARATION TO CLASS 11 i + snalDusa a ser 1 OR ®O (SEE SCHEDULE ON SHEET12) rtASSETaSTING a rima + ' Mw 54PARATION m GLASS t k7a5TRNO )'-{SEE SCftEDUIE oN SENEEI 1z) + 1 —; HV WALL_ HEADER INUAW4TION ® HV WbLlr HFALti, g�` jay WALL HEADER.INSTALLAMOR i U&SEPARATION TO CLASS —^ r`-"—(SEE SCHEWU ON SHM 12) 403 iMM II4R ( J' eeN.SEPA xTM to GLASS 1 CLi.SSL SOMNf NW smI f(SEE SCHE61JLE ON SHEET 1z)�R {W� �LyYEm5TINGOP1i4till.OPTIONAL i tf4'Mmc. i IM —/��• 1- e 105- P"4 0 S 73/4'HEIR VOONCRETE AINCFEORB tf4'0-2Ox3/4'S.S PHULPS MACHHE SCREWS USINGTRUSS H wows:SCREWS ANCHORS i 1$ t. 11/4'-20 NUTS O 12'O-C. POUR®CONCRETE (SMSHEEt3�)v=ON W/tf4-2O NUTS 9 1Y O.C. � (SEE SCHEDULE ON SHEET 13) Mn. OR CONCRETE BLOCK .TEUIRED OR 1111 ENE p - ANCHORS WAu RE4ua+mLOCK© �WA1 sou iNSrA (AT1AN POURED mNCRETE ((gSEET SCHEDULE ON O HV WALL_ !LL �NSTAUATION OR CORCREIE BLOCK .. WALL REQUIRED .(p BY WALL SILL II STAU ATIO14 NOTE FM COMBINATION OF SECDONS. — INSTALLATION DETAILS W1 1-SEE SHEET 4 MR nPN7L SHUTTER •E D. EDGE DISTANCE .SEE ,'INNS Of USE EOR HV BLADE ' Ab'SEMBLY (SDE SPECIE1CAi10LLS ON 5!1£Ef t4) BtAaoN SHEET 20 2-lxxnmNG SECTIONS CAN UE CNMNSIN D w ANT vur ro SUR AHT*WAUIM. FLORIDA 8t)!l!}!NID GOD/ 01ca!h h Velocidy IIuTTtc4n4 IOnD 0kIt A. 0 2018 CVMM METAL SUPPLY.M cEri'1fT�' ---- B A'THA HVA s A A Accordion Shutter System a �C O 1 N C. ■ ■ ■ NN.V.8lABE i ft OR 110 H.Y.now wx k H.Y.wx Shutter Systema w DRAWN OrP.L. 7r 7k TIWT TESTING R ENGINEERING COMPANY 4 etas K%Sea.st,St.3^%VVM cDmna.n0WA 731 268 W sttonr in*. t a4 n-tu oyts/11a DATa o+ t3jts STATE of 4268 Westro4dB Drive : F 1 iltW:`l_19.: Pna+.:(sw)aTrtm GDDan9.(xsMzt-last 4 'rJDRAWING� No� r MR NlacoOaol.own West POIm 9oach, JZ 33407 s �'s�O..-V cw04 1FtoORVA U}43r4167E 5 SHEET P.E. S{�SQr7tF&k*jREj4ATE 1 6 OF 28 ANCHORS '11*1 ooMCREtE of �SCtiEDUIE ON SHEET 14) 4nwfalk- �V DR '011RtD VOGE oraSLAB w I 7t{ mow 71 G dl7E7Oi*VVVDDD FJSSIQIa SrPltCwtE „� +� E]OStf4a T0N TEx scRtws o optxnErE ANCHORs 8 OF F 7 14sa i�u`t oa "PR'cAaue ES�TSM —7 a OF EDGE ♦aPUCA F IFEDGE S In suxvm MWI�rABLE c f SIDS POURED axatltOs CF WAD CONCRETE ANCHORS oNc nNr HMfle ANCHORS RNME w MM sa+m ON a2) i o ®t CONCRETE o. 0. RWARED (SEE su+t CON OR SHEET 10 RWWREDi1 TRIEWN INSTALLATION ( AW WALK—OYER INSTALATiON 1M1°`�MR"P'0+7%-73 PSP (� HV- i 1008 INSTALLATION,t PATM°&FOR SPAM PER (¢� 14Y OEiUNC ! ST LA LATION SOMU ti'' s»12 CONCRETE AMCMORS (SIDE sa+Enu�a4 r---- SHEET 15) � w� Q - ETOSiYIO Int 4 MMM to W= t , IN=GtASs ? ��i Oman" gm t fnnMc a, 0 i 0 r 3 OR1® 8 iltbr7{4'NIX WJIS0 #14XS/4' HEX KW scNtws o /4• 12•ac. uox. m 1/�4i-20 SS.OW4. _ -- r(� V4.a/4 3jos. E Wf Nut O 9'as } ( SC 04 i B a 3 9•a a 4 /u�tJ4 EDGE •.Fat Sas. or ac OF WFIE'I 1 7 t T - tPPtMtB EEE CONCRETE ANCHOR$ SEE NOTE 130) ONUM t3(b) . o POUM CONOREIE (SSCHEuutE Co. ON SMELT tOR REOtSREo vu CONCRETE am r IS) L HV WALL WALK-OMR INSTALLATION vaira�o � NV WALL F!.(}Ott•INUALLAMN 0 ��`-�� - Q tY RAIN�UARD INSB.1ABON t INSTALLATION DETAILS Wf NOVAOR w•C6tiBXo±i+3 - j*F-&-VDGE00ANCV '�'nes Ni5.W1 WHEN awo 8E CD NV BLADE 71ONS SEE AiwEES of USE r"AMVIAM W AN OPERABLE WT t-SLE SHEET 4 FOR I1PII'K SWIVER � (SEE SPECA1C1710145 WI SIIEE7'14) OR EFORMiCE EUMODON SNEEr 2e • . ASSESIOLY 2-MotAffm Sven=CAN OE Comm EO r4 un xwY To sur Mrc EISFMa„noM. fiHuuu t10RIDA 8t11l,DfttO CODE 06 Mah Wocity Rurtiwne Zone) .....', 2013 Etl$ttAE METAL SUPPEY,OIL pf . llCEIN BERTHA HVA i" Accordion Shutter System tF. ,jY.tf1AE t tt (Ri NY.tl@i0 BIA(tE k NY.81AOE/ • American Shutter Systans oawn4 erTNliT tFSTINO Ac ENOINEERNNI COMPANY Asmiatlont.Inc. I OED It-IN 44/13115 DMti O4 13 13 O -103gnaw:(II05Nf71-law.r�I:(aoefsTf-f4a1 4238 Wastroads DrhleN �� 4dWest Palm Beoch. FL 3MO7 TRW J1.PS- 4my"No N� namWALTER e W.f"I"E. SEAL1 �tAlURE/DAZE 4 SHEEF SEE 0010 ON LOCKM RODSO,W In=®- ouT IN r oclsnwo aIASs INSTALLATIONS .W,� 1 HV ** BLADE X11 HY CENTERMATES »s MA)CMION w2 8-0 i w®'©•Q7 aQ 10•®°1 OR SEE FHD WALL C)NNEC710H 10•®�®'®°"�'®°' FYISnNOGUM DETAILS ON SHE -------------------- — ,• �eou-re AM 1 •®a®*® ®* 3 1/4• r¢•■t/6ko—x e • a • 6R 1 • 5 a 9 PPOSIN6 ANdE W 1 -0 T,w oN I 1/2• Q SYMMETRYCAL CE E M S C S YIN.SIPARMION (4)/10x1/2`&LI �PAE ]lOt3/4•S.Y.S.O 12' 0 TO GLASS C.FULL LENGNT. AT EACH ARSE(") - I IS SCHEDULE N C ® „ * 3 * IN * 3 ON SHIEST 12) 5 5 1 * 1 1 2N 4 ®a©•O� $Op�•�°° © VB OUT * VC 10•®O1®r ©•©°" r HVA EXb711NG OMPOUMCONCRE,E BLo wO LL ET Oft i®"'©.®�O•®� I SYMMETRICAL ————————— s •7 •spa s —5 ® ® � ® � 1Ll ®01 uw H E $ • a • a 1 i 5 a� l b 1 E E S OPfIOtLV. I'V ® ®�©+®�(1®�• TO GUlS3 lAI ®0 71c INTIIipR ® ®a®'®��7•®aO ON SHEET SCHEDULE SEPARATION 1/�1 TO GIM OPnON11 (SIE SCHEDULE (INTERIOR) _—_—___ _ _—__ _—_—_____ ON SHEET 12) IOU CONCRETE AFCHM O 16'O.C. Z 1 ®a * 3 v 3NO ,aa * ® OUT 61/2-UAX SLACK oUT ( ) HVE ' HVF** . HVD 1„Y11IIN,,, FLORIDA BUILDING CODE on High Velocity Hurricane Zone ®2013 EASTERN YETAL SUPPLY.INC. BERTHA HV ` ti�sf /TLECO 6N2:. A,S,S,A Accordion Shutter System V EMI 1 M OR V/0 av K11AM BUDS It I 4�/ �'tJ' �a�,= Amerfoan Shutter Syatama N. CMRP,,, h owe,H UP Y.L. TILLJT TESTING 8c ENGINEEItINO COYPAHY 63”KW.WX SL,M.306,wave QWMDI%nnm•552 AaeoGlatlOn. In;. 2 c23 It-,u a/la/u am Oe T3/t5 %'O'• P' Pnone;(305)872-153a.f-:(30*71-1531 4268 Westroads Drive : �'�FSSIONA�� NG NO ���` � West Palm Beach, FL 33407 4 15W1084 '"innaunit``` FLOROA U./44187 a P.E. SEAL/SIGNATURE/DATE 6 T3 HECIF 20 ET POURED OONCRLTE OR POURED CONCRETE POURED CONCRETE CONCRETE CONCRETE OR CONCRETE REQUIRED BLOCK WALL �KWA CONCRETE BLOR OCK WALL REQUIRED BLOCK REMMED REQUIRED �EXISTNO CLASS GLASS CONI a/6'O.C. �UISTING CLAS �l 2'Mitt GLASS 2'MN. m(LASS(SEE JJJ ' 1 E ON SMU UK EQ -N 12 [ AfO TO CLASS(SE ;, SCHEMILE 70 CILASS(SEE SCHMUE ON SEET t/iON SHEET s5c3 MAX. ON SLEET 2a FOR ���,A tall Sly�A ((LOBS-Ts}OONf.^��` ELAQESQIa Q�1 T2 WR 8N1E mAN3 1 12 FOR f�AgEID/M ��1 aADrs6}aa PLATE.({C�M �aAQE�s{fla� Sw�LFET�� _OF 5) AT EFFFIER MINI 1/2'MEM OF(9) t .FUSE 1' 2'WX. /loxt/2'SxS. (A Is'O.c Ap lla�-2' i --- - flOx1/2'SMO _ _ _ a 1s'O.C. ` (Loss-Te AT WDl1£IGLSf i o --- +, 4 (1)floxl/ SU.&'To I& 4 (2)1/4'0VML T ANCHORS m 5 SEE DETAIL X jOR ( si IX9tTESIDE COkkECDON ' OR Q�1' OR� SEE MAR.x FOR jORN& To TRACKS SIDE CONNECTION .0.©.p7.a .®. SEE DETAIL x 4 . .e T a .®. m TRACKS m .s r s ,�„®,( „®,qua sroETO COW 010.0- �. (� MON DETAIL d GQNNECTION DETAIL(J) POVM CONCRETE LAREl1 OW FORCONCRETE BLOCK WE)USTING SP TER THAN tY� .— ————— iEXtSTINO GLASS REu C 4 i- 1 .Zgr(SIE O 1sS .0 MK SPNMiXN !�j f----"_-- - sGLEntxe cN sEET m GLASS(SEE V _ 6 oR 8�oa� II 12 FOR BUOE W . CONC 1/2'MIN. SpEMILE CH BEET --'�� - ------- -_- ON SHEET 20. ANCHOR a - - � EEADFsma® O.C. 5 ON SHEET 4 - -- ----- ---- �oR0*9 0 CONCRETE " ANCHOR 0 ------ ---- i 2 LQN. O.C. �oR(q6R 2'MN. 2'MIN. ♦EnAOE�AOB sNEET 28 @OR®ON(qOR(q VIEW Y I OOR(fr MALAY CONCRETE CONCRETE oR ® .e i•6 • QEND INSTALLATION coNatEte TStocK wAl.l. (�•4�•Q�•Q�©•�• .®'4�•Q�•©•� REOUREa s.�'©.Ip.p7 d�• 1 O �•4 •iL •�®•t34 ®,®•®,®,�•�.® rONCRETE OR -CONCRETE BLOCK WALL END CONNECTION DETAIL 5Q END COMMON DETAIL( FLORIDA BUILDING CODE Ilan High Velodly RUnicone Zone :T�� .,; ��� 0 2015 FATM RErx SUPPLY,NC. BERTHA HVA+ i • IL E C O�--, A<.S.SQA■ Accordion Shutter System Y.&ADE 1 w OR W/O RV.WNW wa&B.V.BLADE ATnedcan Shutter Systems k; TILUT TESTING do ENGINEERING COMPANY °ATL DROW an U.1- cru; mss IUF.30A.se.SW Coo.VWGMA ample FIAROA 33IN Assoolatlon, Inc. 1 OLD n-SN a/wIs Me 04/13/15 1*a ,(300e71-1530.Fm.(305)871-1531 4268 Wastroada Drive s C��T =-.0 1 t-000. 1 West Palm Beach, FL 33407 3 ORAWINC No QN{►LE��`,\� W&MFMI&n ruir&.pT o 15-084 P.E. S12f6(UMt4"�}iE/DAZE SHEET e it OF 8 'III MAXIMUM SHUTTER SPAN 'L+"OR 'L-' MAXIMUM SHUTTER SPAN* 'L+' IMUM SHUTTER SPAN*"L+" I IATdN LEGEND �! (ft.).FOR RISTALLATSONS W/ 1, OR 2--' (ft.) FOR R '1--" (ft.)'FNSTALLAAONS MANSO" -- !H4iE^a: ®"& or or(� INSTALLATIONS W/ CONCRETE& Wj ONE H.Y. LOCK or(�ar or ¢ & PW�ONEI�W COCKS RY WOOD (t)L+:MA1t8tUtt AlL(lW LE SPAN FOR A GIVER HD LOCK®W/ NO LOCIgNG RODS ar ONE HV LOCK or 6t�T or® OR NO OCKING WALL A 8. C, D,'E; M_.N, 0, P, 0, ' � 0. CENTERMATt� &®W/ ONE tib -r W/NOR S� ODS MOUNTING F. K& L R.% &V. DESIGN P BiE fl t:oB A GUM NEGATIVE LOCK®W/TWO LOCKING RODS®TOP & (SEE NOTE t) A.S.D.SODESIGN PRESSt1PE 11ATWG. BOTTOM SEE NOTE tl F-OOR/CWNG G, H. 1, 11 &1 T, U.W &X (2)PROCEDURE TO DEERIME MAXIMUM SPAN FOR CCNCAETE R WOOD tN51At1AT10NS CONCRETE tr CONCRETE MOUNTING WALL u01N rm uw/BOTTON) OR FLOOR/Cam; u4x&MtWL ASA I tt5fAtLAINA-6 rcc" amp$ OEM rRonai0 (PALL MOIMfINO P"ESWAWAIL ,� M04k11k>A GIVEN A POSITPUE ASA DESIGN PRESSURE DULLRATING. DETERMINE 1WOMUAI SPIN 1+'f7t0M SCHEDULE �T�t1 t g T tiaOR/COUNG IIOUVT O («at-) R20uo1MSNtc GNQi A NEGATIVE ASA DESIGN PRESSURE RATING. L4 L- L+-a-7-00 Lt t- t+00 1 t-0 DETERMWiE MAXIMUM SPAN 1='FROM SCHEDULE. 30 OR LESS 16'-0` 18'-0' 18'-0' 16'-0- 30 le-0" 16'-0• 30 161-0' 16'-0' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL.TO THE 35 14'-t0' t4'-t0- 1s`-r tr-o' 35 77-LO- i4'-to' 35 is•-2' I6'-IO' 0 MAXIMUM SHUTTER SPAN 1+'OR 1-"FOR miMUUM DErORMINED TAN BETWEEN'L+'AND 40 tJ'-IO' t3'-IO' t4'-2' ts'-2' 40 13'-to' t3'-1 o" 40 14'-2• 15'-2' 11MAUA114NS INTO WOOD St1ALL BE LIMITED TO 45 13'-i' 13'-i' I3'-4' I4'-3' 45 I3-1' 3•-1' 43 t3'-4' 14'-3• 105 pat AS.D DESIGN PRESSURE tU1ANG (3)PROCEDURE I TO DtlfPllW tM0ouwfi SEAN FOR 5D tr-5' 1r-S' 1r-0• 13'-7' SO 12'-5' ve-5" so 12'-3" is'-1' W1 FLt1AT10NS I BETI1fEtT WALL►tpuailNGs -i' 55 III-sop 11'-to' 55 11•-1' 11•-11• W/FtDOR/COLNG ut7JNT4NGS: 60 ti'-4' 1f-4' 11'-T 12'-4' 60 tt`-4' i1'-4" 60 10'-2' 10'-11' FOR A GNM POSM%E)LS.O. DESIGN PRESSURE 11- - 65 10'-to" t0`-SO' 85 9'-s' To'-Y !• RATING: 70 8'-9" - 9-4' Li+- AIL 70 10'-ir t0'-6' 10'-9' t1'-5' 70 10'-6' to'-6' �' 2N CORNER CES4►E1iMAIE/3 MAY$£USED AT All Ls}=MAK SPAN FOR MMU.MOUNf1NG R4STAtLAtW))NS. 75 10'-1' 70'-1` 10'-4- 11'-i' 75 10'-1' f0'-1" 75 - 8'-9" MOUNTM INSTALLATIONS.LOCKING SPE'CIFiCATIONS Is+-MAX.SPAN FCR(LOON/CEILING MOUNIItN'i $0 V-10' 9'-t0' SO-0' 10'-9' .$0 9'-lo' 9'-10• SH!01 BE AS INOSGATEO ON MANDATORY CONDITION 12 INSTA�IJITION^ 85 9'-6' 9'-6' 8'-8' f0'-5' 8S 9'-6' 9'-e• NOTE J5.SLEET 5' FOR A GNEN NEGATIVEA.SD. DESIGN PRESSURE 90 9'-3• 9'-3` 9'-5- So'-S' 90 9'-3' W-3• RATING. 95 9'-o' 8'-9" 9'-2' 9'-10" 85 V-0'. 6'-9' Lt--DETEMAX.Lt-- L SPAN FOR WAIL MOUNTING INSTALLATIONS. 100 8'-9- 8'-4- 4•-0" 9-7' 100 W-!r -4' L2 MAIL SPAN FOR MOOR/CEIUNC MOUNTING 105 W-7, r-1I• 6•-9- 9'-4' 105 6'-7" r-t1• SEPARATION TO GLASS SCHEDULE "'WAUARONS. 110 Fe r-7 6'T- S`-2' 110 W--C 7•-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' r-3'. 8'-4' 8'-11, 115 8'-2' 7'-' MINIMUM BETWEEN 1t+'.'Is+".'Li AND 12-" 120 6-0` 6-t1- .6-2- 6'-9• 12a 6-a- 6-1r WIND ZONE MINIMUM 125 V-10' 6'-8" 6'-0' e'-S' 125 7'-10' 6'-8' (4)GO TO ANCHOR SOEIXILE WITH FINAL MAXIMUM 130 r-8- 6'-s" r-10-. 6-r 130 r-8- 6's' ASTM E-1996 SEPARATION AULCVABtE SPAN AND NEGATIVE A.S.O.DESIGN 135 r-r 6-' r-9• r-9' 135 r-r 6'-2• TO GLASS RATING TO DETERMINE MAXIMUM ANCHOR 140 7*-5- 5•-1 i• r-7- 7'-6- 140 1 r-5` 3-11- 145 7'--r W-9' 7'-S' 7'-3' 145 7'-r 5'-9' 1 THRU 3 T r 150 7'-Y 5'-7' r-4' r-o' t5Q r-2' V-7' .. 155 7'-0' S'-5' T-2" 8''•9' 155 7'-O' 160 6'-ti' S-2' 7'-1- G'-7' 160 6'-11' S•-2' 165 6'-10' S'-/' r-o- 6'-4' 165 W-10' 170 8'-9' 4'-11' 6'-tY 6'-2" 170 6'-9' 4•-1T K200 W-7• 4'-e' a-9' 8'- 175 a-7' 4-9- W-6' 4'-6' W-8' 5'-10' 180 --F--6- 80 W-S• 4'-6' 6'-7' V-8' 165 W-S' 4•-6' . 6'-4' 4'-5' 6'-6' S'-6' 190 8'-4' 4'-g" H V B LA D E 6'-3' 4•-3` 8-5' s'-5' 195 8•-3' 4•-3' 6'-2' 4'-2' 8'-4' Y-3' 200 6"-2- 4'-2'61-1, 4-t- 6-3- s-1• 205 s-Y 4-t• FLORIDA GUI NO CODE (ILm 1119b Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY.ING BERTHA HVTM, CEN .tt�t.�. ti. 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POURDS VCHOMOVE BLCOL POURED tOt1CI08 (A) 70 EXSSTM POURED CONCRETE(Mn.to+3 kd) EQWALL&U.MOUNTING QO CEILING MOUNTING Ql FLOOR MOUNT= - 1/4'0 TAPOON OR TAPCON WITH ADVANCED TREAfOMM TEGOOIOtLY AMKLM AS MANUFACTURED BY M.W.BUEIOF)t (Wm fc�3 Lml) wxwxSPAN -1/4'1 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL PORTS SCRER.BOLT 4 SPOUTY COMPANY.(Mh fo 3 Lot} (IQ OPTICA NEDITIAE LOW TAPCOH -'/4'0 DIM TAP COMM ANCHORS W/CAP AS ANNUFACLORED BY ROM FASIENFR9 ORECT.INC OXIw.fc-2 kii) 30 40 W 75 OD f20 100 F W e0 'ld BO t20 14012w 30140 A 76 W!2D t00 Za6 TIIFQDTN WITH ADVANCED - /4"1 7APPFR+ANC1H)RS AS MANUFACTURED BY POWERS FASTENERS.M.AND DISTRIBUTED BY ALL POINTS SCREW.DOLT 4 SPECIALTY 9 0 0 6 a 0 0 6 TrypElp(>pRM. KHp(,0yy tpNPANY OR ANN'OT1#7i APPRtMD LICENSED OR AUTRomw wmm ROdSTERED WftM THE ASIMM SHUSTER SYSIMIS ASSOCiATIDN.IHC. 14111.1112 10 9 a 0 6 14 12 10 9 0 a a a 14 SZ 1010 0 a a b ASI. SOLID-SET ( ,fa..3 k.l) OR LMS ti 12 10 0 b a 6 8. 14 12 10 9 8 8 6 14 12 1019 B 8 e S B1.YE UP W CAP N07FS 14 12 10 0 T8 8 • 1 7 14 12 10 9 e 10 8 0 t4 112 10 9 0 a 6 8 At)Wo"nQED4•SR MD PORED CONCRETE OF 7APCON OR 7APCON WITH AMJCQI ILWEADFDIN TECHNOLOGY NADH AND TAPPER+ 14 112 1 t0 I 0 18 T ffd I 38 ti 12 t0 0 6 16 6 6 /4 12 1 9 6 8 IS TADPEit ANCHORS IS S 3/4',AND FOR BRIE TAP W/CAP ANCHORS S 1 1/2: 4'-0' 14 12 to 0 a e e 14 12 10 0 b a 6 a 14 12 f0 9 6 a 6 as " f411211019 1a a 4 14 12 t0 9 IS 8 6 44 14 12 10 9 6 6 4 36 A2)E M&V MEDIA M OF 1/4'0 St 3/4 ALL POINTS SOUR-SET ANCHORS SINUL BE 7/6'NO IHE POURED CONCRETE NO E7YB£MM "11211012 a a 6 14A 14 12 10 9 0 is 6 ss 14 12 10 9 0 i 6 ILANSTUCCO SMALL BE PEli�RfD,1/40-20 SS MACHNE SCREW USED SHALL BE I !/2'LONG M""SHOULD STUCCO 00ST.AND 1411211010 .a IDA JA - 14 12 10 0 8 0 8 d 14 12 f 9 0 7 5,3 • IR""L 1'1a A M MR M"WITH EO STUCCO. - 14 12 1019 9 a s a 14 12 to 9 a 6 a'dA 14 12 10 9 B B 0 ILA aAW ON SM ffi TO J 1412 10 9 0 7 4 - 14 12 10 9 a IBA b 3A 14 12 10 0 SUM 3A 3 � A3) ONE:IN CASE THAT PRECAST SPRECAST CONCRETE PANDA.PAVERS OR ANY VEIM BE POLAND 0OWIN G WALL OR FLOOR 14 t2 t0 9 a 7A ILA - ii 1Z i0 9 a a '0 ILA t4 HI 10 9 a a 4d 7a ANCHORS SKILL BE IANC ENOUGH TO REACH THE MAN STRUCTURE SUM SAID WILL.FORM SHALL BE AS INDICATED ON 14 12 " 7A 4A - - 4 12110 0 b 7.515.3 4 14 1 10 e 0 0 T J.a NOTES A.1 4 A.2)ABOVE.FOR INSINIAIO S ON Wt STOW OR EFS WITH OR M HCUY METAL SIUDS CONSULT TMS WGINMp.FOR 14 12 t0 a 0 6 a - 14 12 10 9 6 8 0 6 14 12 10 9 8 0A a 3s ILSIAILA INTO DFS Wall MM STUDS SEE SHM 2606 14 iZ 10 0 TA IBA 3 - M /2 t0 e,a 7 SS 4 3 /4 12 8A ab 4 3 - �) TO EO8TIN0 CONCRFIE Bl"GO FASTM C-00) 1 12 10 0 b 6 - - 14 72 10 0 a a.6 a 78 14 IZ 10 IBS a 6 4 - !4 12 b IBS AIB 3 - - 14 t2 t0 0 a aA 4a 35 t4 /Z t0 8 b 3s �'I/4!T;pLYY2 OR TAPCOFE WTt AWANCED TECHNOLOGY ANCHORS„AS WMWMMM Bf(T,VL BUST . 14 12 8 9 b 6 - - 14 12 10 4 6 1. 5 4 14 12 10 9 73 IBA 4 3 -�1/4 0 x 3/4'ALL POINTS SCUM-SET ANGORS.AS DISTRIBUTED BY ALL POINTS SCRVV,BOLT 4 SPEGA.TY COMPANY. . 7'^D' 14 12. 10 a AIB 4 - - 14 12 ! 7A a ILA_5 - 14 It 7 6d 74 3A - - -�1/4-0 BELIE TAP CONCLEEE ANCHORS W/CAT!AS W"ACTUMD BY I'LIN M FASTENERS O"Cr.RC 14 1 I. a3 7 4' - - 14 12 f0 0 7S as 4 - t4 12 0 7 73 ILA - - -i/4i r=WAN=AS VARFA49lRED BY PUMER's F VIERS.•ILC»AND DEWED BY ALL PINTS SCREW,.BOLT 4 SPECIAIN 14 If 7 ILA - - 14 12 10 9'17.31&6 4" - 14 1Z 9 7. 0 J - COIIPla71/17R ANY OTa7t APPROM LICENSED 0B AUTO(t�D VENDOR REt.TSTERED MTH THE AMFRNAN 5!M'IER SYSTEMS ASSOCIATION.DLC. a._0. t4 f2 I0 9 0 aA - - 14 12 10 9 a 6 4 _ 14 12 10 a 0A s 33 14 12 6d 7 a s 3 - 14 12 6 U 60 4 3 23 9A 6 4 3 - NOTES: 1�IONNUL E RIDMIM INTO CONCREIE BLOCK OF 7APCON,BLUE TM W/CAP ANCHORS AND TAPPER+ANGORS IS 11/4'AND UPCON 14 f2 Ob 7A 6 - 14 12 94 6 16416 - - 14 Ill 116 6d 4 - - WITH AwmCED TMREAorm WEpIN64OGY ANCHORS IS 1 f 3 Os GA 6 3A - - - 14 12 10 6 IUI e 1- - 14 1218 IBA 6 4 14 12 10 0 1 8 - - - 14 12 10 9 17.5 4.5 - 14 SOL bd 7 IBS 4 - - 8.2)LUIS M EMBEDUENT OF 1/4'1 x 3/4'ALL POINTS SOLJOSET ANCHORS SHELL BE ENTIRELY DISIDDED INTO TEE CONCRETE BLOCK.NO 14 tIA 73 a - 14 11 7 ad 8 34 - - 11 6U 4.5 3A - - - ENBEDMENF INTO SLUCco SNAIL BE PoWnED.1/4 1-20&S MACHINE SCISW USED SHALL BE 1 1/Y LONA MA"SHO"SNCCO 14 IZ a 4.314.5 - - 14 12 6.5 7 SA 4 - - 14 IDA 7 ss 0 4s - - SM AND 1'11296RM fall WLALLS WITH NO STUCCO, IA&SIIU 41- - - 14 12 9 7 6 ILA - - t4 11 IIA 43 3A 14 12110 9 7A - - - 14 12 10 8 03 a - - 14 12 6 0 6 4 - - B.3)IN CASE THAT PRECAST BMW PROMI CONCRETE PANEIA PAVERS OR ANY VENER BE EFOUND W THE MVING WILL OR ROLA. 1D'-0' t4 03 7 a 3A - - - 13 93 eta. a ♦ 3 - - 10 73 3 4 3 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MACE STRUCTURE BERND SAD WAI FINISHES.N06OMID£SHALL BE AS INDICATED ON i4 14 IA 9 a 6 4 - - 2.5 93 4 6 4 4 - - NOTES 0.1 4 02)ABOVE FOR 9bTAL1AT10NS ON WM.SIOM OR UPS MFH OR WITHOUT WERE.SLUGS CONSULT THIS ENGINEER, Od 6 a - 4 12 6 0.6 AIB 4 - - 13.10 M 6 4 3 - - FOR INSTALLATION9110 EWS WITH AENA.STUDS SEE SHEET 26A tlr_G 14 121101- - - - 14 12 0 7 6 ILA - - 14 MA 7 3s[4- 14 38 - - 23•A S - - 12 0 0 ILA 4 3 - - 9 7 43 M - - - •(C) ANCHORS SHALL BE INSTALLED FTHEMM ALL OF THE RECOHA DR)ATONS AND SPECIFICITONS OF 11E ANC10R'S W WJFACRIIRR. 14 10171- - - 14 03 7 IBA 46 _ _ _ 13 as IBE 4A - - - H SEE ApND REIATIOR FOR ANCHORS. A 7 4d - - - - 14 1.0 73 a - - - iZ 0 e 4d - cDGE DISTANCE VERSUS SPACING<-CNEpinc FIDA AlTCKORS: . t2 to - - - t4 t2 a {6 - _ t3 f0 a.7 s - !A a3 44 -- - - - 11 a S3 4 3d - 8 a 4 3 LµtfLLa�L ANC10R SPACINGS ATI:VALID FSR NEIGE DISTANCES 9NDNCATO BELOW.FOR E 0.LEES THAN IPE NPICATED.PWJM ANCHOR SPACING 38 OA { - - - - 13 93 OA 0 4 - - - OA 6 6 4 - - BY UtOKY9N0 SPACING SHOWN ON S HEME BY T E FOLLOWING FACTOR'„4 as - - 13 sa 7 asA - - - i1 as as 43 - - RMUCED SP 0011AI LED FACMR NOT BE LESS THAN MINUTIA SPACING IDICATED FOR EVH ANCHOR TYPE 11 12 - - - - 74 113 75 0IS - - - 12 9 e ws - Fes' OR t3'-0' a _ ,- _ _ 10 7A a 4• 3 _ _ 7A 4 3 _ _ ACTUAL . 2A 6b -:;-F- - - - 12 9. 0 ILA 4 - - - ad 7 5 4 - - - - DI ANE TAPCCH 7IiPEA0P6AEt TECHNOLOGY ALL POINT SOLA}SET EWE:TM Wj CAP TAPPE7i+ 6 0 - - - - - 13 sA a S - - - - PA 7.310 4 - - - gp WL SPACING••W Hot.SPACING Y N.SPACIND-3 I/2' VOL SPACING.3' 3 14-8' t4 12 - - - - SIL 4s 7 = - 1! ILA - _ _ copaw 13LADE W1 10 7A - - - 9 7 48 3A - 7 a Jd 3 ^ DROOLS�. 2R tz CONCRETE aILH:K4PHEI SERUM.31 QEIft D 2B tt to a - - - 1 8 U 4.5 - - - a ILD - - - - !!R .Y 3 i- _ - - - 0 6 - - - - Ab 7 4A - - - - - �p� �nr ��py,u^ 3' 1ML QIO 1.0 0.78 084 1.0 1Y-0' 14 - - - - - SO 0 - = _ - 0 S - _ - BLADE WORKING 2 T/2' DAt 1.0 - 0.87 L0 9 _ _ - - - - ns ad 4 - - eA $13 - IN UNION♦ 2• 0.7E - oAt - to BAa 4 - - - 7 - - f3 - - - - - - ' 13/4 7 5 1 1- - Z. IS 4 - - - - FLORIDA BUILDING CO DI: Von High Velocity Hun(cane Ione - - - >`'�R•ifCj j AAS•,, ®x013 WTERN NIUAL SUPPLY.INC. V_,,.... BE THA HYTu IL E C O tmlt:. A.SwSw,A■ Accordion Shutter System V.Mi W ORM/0 WV.VANDOW M&KV.SLIDE American Shutter Systema 1EV.Ik VESCRIM14 GAX CA"or ML TIC: TILLIT'NESTING R ENGINEERING COMPANY .q: STATE OF �' ms Im Sea.St.M.3A v"""Mo.not"337 Association. Inc. i OLD 11-tu x/13/13 CAM D4/13/IB Pb n 1(30T" .F�:(303)071-1331 4268 Westroads Drive 2 DRAWING NO ��`.T� rmdt:UO- ls.00m West Palm Beach, FL 33407 3 'AA�A:,SS�Q.....Ak. �44WALTIR A 1 TOUT,V.P.E. 4 1 5-'084 P.E. SA�{A i'Ai(9NAdE/DATE ROMA E!`.t 44167 6 SHED A. rs.,crr., 1 Areas Arse 1Tnlm tMNS I FxsR eFRtFtA A e 1.UAX.AS0.D6`.TCN PRtSSURC RATM+1106-110 P41. Z MAX S1tU11tR SPAM DO' . 3.A1Et1M MA71i T*M A 0.0&H ON STEER e.7:AS WEM AS YOIMfi1GQ it 06 T.U h M ON SH ETS 15 A M 6 MUMM NL aPAT OMFXR JDR ACCESS MC OF �'.y'a A tQ It✓NT170W-FSADE 2SWtL ONLY A M A IW M OF 5 CPENVM IYP.FA END t A • (Yr FDEf•')1VR 4(�PkR CIJIDE AT SPAMM 9gWN ON SNW TI. (i)VOLSY MANCE R TCP OR BOTTOM EDGE OF W WMCW MAM OF ANY 1MME tCR StUEt.BE 12' AMOW'ED �1 t WINDOW SLAM® (C B UN[BLADE CCIM►AT OUi FROM SMMM AY ENDS WY BE!N • (0)NY WEDO11 BINE�J IA35T BE USED AMMIC TO A SOLID W WtME(,TD TiMtdlpiOUE SM)nFR'9 WDIFL y� • • s • (E� 521+11 ALWAYS BE M STNITD ADJACENT TO A SOLID W . s `2p fILME 1 Q ETRFR SDE OP It" 't (A2y�}POEYCAitiWLAi6 t01 W71DA1Y StiUl RC OtSTAUED S4 TAE1S iM£ i&M10700R OF 111E OP4�R2a�M,4L iD.MH MNDON{H1 1MGT iE i CSm EEENDL'TION (s q : s + ♦ s OMY RL MLID AND LACKED USMA NA SMM TOOL A AS SA, SA, DETARS R7 MAYS2HM 11 . jK a a SEE ANCHOR SPACLM3 SL�DUiE FOR NSfAtLMNS Me WOOO FRAW nAi M"NOS ON SEEM 10.AS UMMM BY SRW AMD ASO DESJM EMD(SEE g1 f 91 NOTES T 3 2 ABOVE'). ,y P � 7.SEE ANCNOR SPAMM SCEDUEE FOR NnAMMNS Oft MAW CONCRETE OR CONCRETE M=WAIL ON SEEM.13 h 0 AS LOOKED Bf SPAN AND A"-DOM LOAD(SEE NOTES I k 2 A1DYE). (gam a UM"SEPARATION TO GLASS SC1iE7&PER ASTM E-S9O& 1tP TKAM ORT OQUI a1EM5) W � ^�� WM ZONE MMM SFPAMM TO GLASS D H (OJ Vl NUMBED 1 THM)J 1' (,NATION -^--'----"'--- SEE 5f2®ME aN�9 "12�9MEm 4 a2O• f r� ti� AND Ct SHM 2e FOR aAnEs(Da ip ------------ElOS- GUISS�---------- ---- -- I OR --�---------- 5 ~\ 1 \ 4 AND 3RZ 1 6 � OR . caEIElsIUTEs�� f ! � 4 AWA) MAN TYPICAL I HV BLADE WORKING IN UNISON WITH HV WiNDOW BLADE stlUTJ �` — N.T.S. FLORIDA QUAR DLMG CODE of 8i h Velocity Hurtkane ZD") "1,ittlittiilttlyAAA 0 1015 PA51M METAL SUPPLY.WC. `,`,,,,,•����.Tuc/r' BERTHA HY7u A " S A Accordion Shutter System M. —E—c—q-.7, . _ _ = V.DIME III W DR W/O FLY.MM IA X k ILV.MADE Shuffer Systems OROM Or ALL I y; _ TII LTE TESTTHG s ENGINEER/NG COMPANY Assoclaflon. Ino. , OLD%I-tM a/t3/1s DAM 04/13/15 MAT£OF 'A:9 Dss Nr.sea tx,ss.Los vitcAtA CArmM nAXA Sat •(Y r Ptw�,.:(3Ks3}Mn-Law.im,:t3as}sAt-tSTi 4268 Westroads Olive 2 LSHEET NO • P •tv .-muz fAl.coOatdwm West Palm Beach, FL 33407 3 84 [EA.I"719 P.E�rr �......•��%OATS n�nmx Li./a44w ., ECEIV MAR 2- 9 2017 PERIViIT MNG Gym NOSt. Lucie County, FL 1.STORM PANEL SHOWN ON n2S PRODUCT EVALUATION DOCUAIENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE N071M' MITI THE 2014(SN EAWDN)OF THE FLORIDA BU/LDD.0 CODE THIS STORM PANEL SPALL LW BE INSTALLED AT HIGH VELOCITY &1)WARWUM EMBEDMENT OF TAPCON, ELCO PANELAAlE AND CF TAP--CRIP ANCHORS INTO CONCRETE BLOCK HURRICANE ZONES(MIAMI-DAVE/BROWARO COUNTIES). UNIT SMALL BE 1 1/41; 1 3/8'FOR ZW4C NOUN ANCHORS AND I 1/8-MR RED HEAD DWABOLT SLEEVE ANCHORS DESIGN WIND LOADS SHALL BE D£IERMNO AS PER SECTION 1609 OF WE ABOVE AIfNDONED CODE, 92) 7/8'CALK-IN ANCHORS SMALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNI.NO nWEDMENT INR)STUCCO FOR A WIND SPEED AS R£OUIRED 8T THE JVRMSOMC770H RNERE THESE SHUTTERS WILL BE INSTALLED AND SHALL BE PERMRTEO 114'0-20 SCREWS USED SMALL BE 1 1/2'LONG MINIMUM 57OULD STUCOO EMT.AND I' FOR A LNRECTIOAITY FACTOR KdDft U54W ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FBC AND SHALL WNIMUV FOR WALLS WTH NO STUCDO. NOT Exam THE AOWONM(ASO.)DESIGN PRESSURE RATINGS WDiCATID ON SHEETS S THRu 9. IN ORDER TO VER"TIE ABOVE CONDITION, ULTMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.J)MINMUM EMBEDMENT OF 1/410 x 3/4'ALL POIWS SOUO-SET ANCHORS SHALL BE 7/8'INTO aC CONCRETE BLOCK NO SPALL BE FIRST REDUCED TO ASD,DESIGN WIND LOADS BY ML%n LYING THEM BY 0.6 W ORDER 70 LNBETMIENT INTO STUCCO SMALL BE MU97W 1/4'/-20 S.S.MICIME SCREW USED SNALL BE 1 7/2'LLWG TO COURARE THESE W/MAK (ASO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 IHRU 9. MIMMUM SHOULD STUCCO EOUST,AND 1'MINIMUM fOR WALLS WITH NO STUCCO. 8:4)IN G.rE nAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON DIE Q'15 w WALL ANCHORS STALL BE IN ORDER TO f£TRES THAT DWIND LCA7S AND ME USEORS ON THIS AW AS/£SLID WERE NOT OVER STRESSED,A ED FOR LONG ENOUGH TD REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SfWl BE AS WDA'ATED LOW NOTES IN V ALLOWABLE F FA57 FOR WWW LO40S.WAS 6820 ASID IN nIL7R AAIAUSIS A CWRARON FACTOR LOn I.60 WAS USED TOR a 1)AND 82)ABOVE. ' . VFR1FIdL770N OF fASTENFRS W WOOD. STORM PANELS AOEOLLACY FDR ONPACT AND FA77GFJE RESISTANCE HAS BEEN VFRMED IN ACCORDANCE MIH SECTION 1609.12 OF (C)AhCJKM SHALL BE INSTALLED FOLLOWING ALL OF THE RECOU UM4770JVS AND SPECFNA7KNIS OF THF ANCHOR'S THE A95%MENTONED CODE AS PER AR REPORTS{0121.01-98R 10729.01-00,/0575.01-00 AND 10512.01-03 AND NANtIMPLIRER. /0617.02-04,AS PER SS7D 12-99 STANDARD.AND/0221.01-01 PER TAS 201, 202.S 205. 7.PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOHEAW7NC INSTALLATTWN DETAILS SHOWN ON SECTIONS 1 THRU 8(SHEET J h 4 OF 2 ALL ALUMWW SHEET METAL PANELS SKI11 RAVE 5052-HN2 OR J004-HJT ALLOY. 9)EXCEPT THAT WADERS J• 4 d 5 SHALL NOT BE LGED. J ALL ALUMINUM O0RUS10NS 5 BE ALUWNUAF ASSOf,UMN 60G7-T6 ALLOY R TEMPER UNLESS OWERMSE NOTED. 0 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF'THE STRUCTURE WEU£SHUTTER IS TO BE STORM PANEL COAHPONENIS(C9 STUDDED PUTS AND qg SNAP CAP ME PATENT PENDING. AT� TO INSURE PROPER ANCHORAGE. TRS SHUTTER SMALL ONLY BE ATTACHED 70 CONCRETEW,BLOCK OR OO FRAME GS A ALL SCREWS TD BE STAINLESS STEEL JOA OR J16 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/50 W MELD SIRENGIH AND 90 ksi TENSILE STRO40M R SHALL COMPLY W/FLORIDA BUILDING CODE SEC17ON 9. THE INSTALLAnON CONTRACTOR IS TO SIXII(AULK ALL SHUTTER DOAIPONET EDGES MAOI REMAIN N CONTL%000S CONTACT ATR/THE 2411.J.J.4. BUADING IDI PREMW IRAD/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 5. BOLTS TO BE ASW A-JO7 GALVANIZED STEEL OTR AISI 504 SERIES SZ4NLESS STEEL, WM 35 ksi MINUM YIELD SIR£MOM. 10. (o) THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFOR9477ON FOR A SITE SPECM PROJECT••R.e. WHERE THE SIZE CONDITIONS DEVWTF FROM THE P.E.D. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS.(UNLESS OTHERWISE NOTED) (D)CONTRACTOR TO 8E RESPONSIBLE FOR THE SE1Ec17a+PURCHASE AND UNSTALLA770VN INCLAOEJC LTE SAFETY OF THIS PRODUCT, (A) TO EXLS77NC POURED CONCRETE: BASED ON THIS P.E.D.PROVIDED HEISHE DOES NOT DEVIATE FROM THE CONMONS DETAILED OW INS DOCUMENT. - 1/4'/ TAPCW ANCHORS AS AWNUf ACIUR£D BY LT.W.BNLOEX. CONSIRUCnON SAFETY AT SITE 7S THE CONTRACTORS RESPoNSI&LRY. - 1/4'/CF TAP-GRIP ANCHORS(BUOM STUD-CON).AS MANUFACTURED BY TRU-FAST CCRPORAIKNJ. - 1/4'0 Z�UAC NMIN ANCIKWS AS MANUFACTURED BY POWER FASTENERS,WG (c)THIS P.E.O. WILL BE CONSIDERED INYAID F ALTERED BY ANY NEONS - 1/4'/x 7/6'CALX-W AchMs OR ELCO mole&fa b PA'ELAWE'AS UW FAtCTVRID (d)S17E SPECIFIC PROJECTS SIAL BE PREPARED BY A FLOR404 RmsTEREO ENGINEER OR ARCWIECT VHru WHL B£COM£THE BY POWER FASTENERS•INC.AND ELCO cmwRUCTKW PRODUCTS.RESPECTIVELY. ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.EO - 1/4'/x J/4"ALL POINTS SOUR-SEH ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW BOLT dr SPECW.)Y COMPANY. EN If MOF RRECS D.AC77NEW. GA AS A DRE7FD P.£. EMMEER TO THE D. ENGINEER. SHALL SWW TO TRS U77R THE SUE RE NOT I (e)THIS P.E.D.SMALL BFiN THE DATE AND ORMIM SELL AND SAGNINRE OF THE PROFESSIONAL 00VEFR OF RECORD THAT :A f) MMM114 ETYBEDAIEN7 INTO POURED CONCRETE OF 7APL'ON ANCHORS IN 1 J/4'FOR MAC NAIUN ANCM7RS IS 1 J/8;• � FAR ELCO PAIVELA47E ANCHORS IS 1 3/4'AND FOR CF TAP-GRIP ANCHORS IS 1 1/4" PREPARED fr. A?) 7/8'GLLK-W AhCFpRS SFHALL 8E'ENTIRELY EMBEDDED 1N717 THE POURED COhCREIE NO EAIB£DMEM W70 STUCCO 11.SHUTTER LAAYHFAcnx R'S LABMZ SHALL BE LOCATED ON A READILY ISIBLE LOCATION AT STDRV PAVEL W ACCOROAAC•E WIM 5£C17ON 17IOaJ OF FLORIDA BUILDING CODE ONE LABEL SFW1 BE PLACED FOR EVERY OPENING SHALL BE POWTFD. 7/4%-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO DaST•AND 1LAMVNG TO COMPLY MW SECTION 17708.2 OF THE FLORIDA BMDING CODE. MINIMUM FOR WALLS WMf NO STUCCO A.J) MAIMUM DVBEDMENT OF 11410 x J/4'ALL POINTS SOLD-SET ANCHORS SIMM.BE 7/8•INTO THE POURED CONCRETE' NO EMBEDMENT IN70 STUCCO SHALL BE PERINOTED. 1/4'/-20 SS MACHINE SCREW USED SMALL BE 1 1/2'LONG MMMUM SHOULD SNCCO EA7Sl,AND i"MINIMUM FOR was ww ND STUCCO. A4) W CASE RAT PRECAST STONIti PRECAST CONCRETE PANEM OR PAVERS BE FOUND ON THE lXAMW WALL OR FLOOR, ANCHORS.SNAIL BEEF LONG ENOUGH TO REACH THE AAW STRUCTURE BEHIND SUCH PANELS,ANCHORAGE SH ALL 8E AS INDICATED ON NOTES A1)&A2)ABOVE THIS DRA147NO SHALL ONLY BE USED TO Q) 70 EXISTWO CCNCRETE BLOCK WALL � OBTAIN PERUTIS IN THE STATE OF FLORIDA - 1/4'/ TAPCON ANCHORS AS MNUFACTURED BY LT.W. BLRLDEK - 1/4'/CF TAP-GRIP ANCIMS(80MIA STUD-CON),AS UVAIFACTURED BY TRU-FAST CORPORATION LES jj Ar- - 114'/�CALK-INKS Oro mob&r�•PANNE= (Mra 1107H) Fse4s•(IOfa WOIIO 2.470• 5.000' 2470• 21 1 x--- 12.000-(OTM7IYE IfD7N)----1 I--•e000'(OrELM£NDn(1--� Rte• f23 1.300• 1.300• I.aro' 171' ,.300• A300' 1.300•4.5mr R17J + L 4J Mf1L,6fr 0>oJ I . -4.WO' (0►) .2127• �.�• i .123' RJ50' T 5� t g 2113 + Q• �N A• � _� H� ik � � 4723' R.3g7• � � 4ti o� dd = 2x25• Iols' � K z1w' xea, 2.125 I—z12r—I JI .075• Sa30• a 1 FULL ALUM/NLN PANEL W/_ HEMMED EDGES 252x' O �HALF ALl_/Y/NUA/PANEL W/HEMMED EDGES �,� naso R 5O 'U'HEADER 2-mf sour:;/1r.I• 13.,19•(Mora,NOR+) ofu mm) O3 h"HEADER 40 5-Max. 'f1'B1/1L0 OUT .m x2000'(Enmw wvw) � &we-amrnw unnp—j sur.•v1"-r' sue•d/4'-r' 190 1.500• ASOV• ,.300• 4.500' ,.300• J.300'—ASW. 1.700' .tf.' aMrwar A)a1 I '2 .s.0anlac(Ov) r� dITT R + ,. ^ R g h Jw G- L zus• sear 2125•-I 1-2125••-� � R ^u, 1tl' oa0 © REVERSED —ANGLE 1O MOCK 7 3 B'6C 0. . CK J7` 51x1,r -,• © 3'ANGLE BU/LD OUf O TR18O. 1�• F' TRICK .oaP °"`��'+"-r swc,s/r-r• soon.;.,-1' T .TSo' r/r.r 352020 m¢.OiO • m¢a<0 �{�.1n'tip1rC�c� Arku L —r d J ani 1 ow' 1� xmaurE , zo00• lLC I /.# i "' a F' TRACK ANGLE c II h a_ .oes=1 I - .)w• L J. ____________ 1 .an. I— am0- I-T {- OR a 14 /.704 svwmm 03' id 4 11 2'x 5'[Max.) x .125'ANGLE AME F�scs TO 17 2'x5'(AUX��1�8' DETAIL 1: W DE atsr me m ette v0 51x1 s✓1_r SHOWN ON sEMOA& MMU PEAIW WOO Irlr ANGLE W/IH STUD OPTION f OP770N 2 -1rOw © KEY HOLE AT PANEL R.nr 7 7� as•, v 2000 —� R YOED ME DEM I Snr aaeL )so 20x1 h)AT MPr u�� e,I.r• 7 2720•+_ .cr � 0 10 STUDDED ANCLE __ �—_ � .e� 11x4 2res• � 1-x0..220• . RI.e2E' mu-n Nn,.a101 w)r• ., 21x)5• - © KEY HOLE WASHER ROUND HOLE AT PANEL '�`r '�' �• ";!`° (OPTION TO 12) 17 111.1-ter o SCREW ©SlUODEO PLATE ttttu�t •••" "'••.,I/J,r�n FLORIDA BUILDJNG CODE (Hon HJh Velocity Nurr/cane Ione s 16•.-��- �ICEP,/��•,v9 02015 mrzc0,ne 0.050'BERTHA ALUMINUM S70RM PANEL 1 r 2 _ (2.25'DEEP) CPA"or N0,44 _ = EASTERN METAL SUPPLY, INC °'DIM _ 11LIEC 4am.ter„ ,� 18 Z,/16'x7 x14'LONG WALL PUT£ i /l mur n wo r ENcrRrcarx0 couvAxr "W P•LM a•4O7 15-044 �q R Q`�` as ra.msL s[..m,cw, n m, PI,Yd (561�OO�Set PAk(sOr15r 1-me scva v'r_r ��, P .•'�`4 r..,.,pc'pe»_nv.ru, »-m1 ®�. ,ar ... awrro w grrr�'�J....�•O�Jt`���� Warm A.r` lav P.E R¢n a w•r. ALN /Eos�. 44,e7 1111 MP TRACK (SEE CDA*W£WS, SNEET to OF 9) CONCRETE ANCHORS (SEE SCHEDULE) ; r L 1 ��. 0 0 0 0 0 0 r+--r1---r-r-r�-__r_r_�_�__-r_r_�_�___r_.r_r_�___r_r_r-�_-_r_r_r_r___r..r_r_�___r_r..r_ r_r_r_t___r-r-rz -•'� I i i t l i i t l i i ! t i i i i i ( S t i I ! t' I 3 i t i 3 t =- 1 I i t i S t i • — L o 1 � ! z ' a 1 � Tw W V y y i z � u J i 1 CONCRETE ANCHORS (SEE SCHEDULE) o"X ! Min. - 80nW TRACK STORM PANEL -TYPICAL ELEVATION (SEE COMPOWWS SHEET IA) SCALE. 1/8'- 1' i/4'Max. GAP 1 f4'Max. GAP TVP. •1"1" •'r//��/��r FLORIDA BUILDING CODE Non NI h valoollyNurdcone Zona) awls Tinct E4 O,D5D BERTHA(ALUAflNU+G STORM PANEL Fct F (2.25'DEEP) Amar No.441$7 EASTERN METAL SUPPLY, INC ovE`a SECTION A—A ,m.wWIV �Q rrurr M5nWa, EWNEEMNo GVMPv1Nr R 'Er �(1a T r-rna 15-044 SCALE: 118"- 1tvattuat Lb EH-0PMTta alk a. assr aur arc r ass !� axutrxx �'T NAL EAG>>� AMFEWA"4416W °n-tlE * muxt tar ra rintliflgt i p Cx,S-IN M a.A? 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ELCO itVf,A'T3t4tE PA(SEE SpdDIR£toR SPACAc) 2A1NC rLaK AED IJ<' x S.WMATtAVt A VOSHM rX+cat;CNX-X tR am 7NtYi4',CA[X-X 87 nNO 12"o a /1?w£P.a�1r�2 AwYKRC - . /WVE ANEiwTE.Ul7als AVONN S /rT,T1YE {Ers Sa4`MU roe SPA (VWSCJastRE TOR SPAC4Ne) e" Foo 1 t C.aM. BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEIUNG & FLOOR MOUNTING WALL MOUNTING INSTALLATION•(D. M.) — SECTION 5 smE:31w--rINSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCREE:J/8'- I' 5'G1lE:3/8'- 1' SCALE:3/B'- I' ,4A�T TR AWN=NAY BE 114-0-20 SIDE ' 11=17+�y a4 1140-2D W NEAR Bar t W/O ZARAWY TO- j •WE WMA'DOLTS ARE J/4•is3/J2'TICK GLASS t NEM MW"SCREW W1 LWW AS PDT NOTES A2 Q a2(SMEr 1). (' 114'$-20 x Jfi' E a+ rSFE SCMECiA£CW •TRUSS W:AD BOUS AR£i/I%rt/b'—W" /7 As R brFs w2 O g C-a 1Z 0 J.000 I 11.o0o NOTE LCR CONOWDON Or SEMONS: y��Jj 41; ui I COMBINED 1N ANY WAY ANY iV4^7Af.LA1X)N, ```i�l .�l l)►1 `1l0 �l P FLORIDA BUILDING CODE Non Ntgh Voloctry Hu no Zone) 1AFKq'6,tuA-,tC a?Am taLC/ E a �� •'�� '•'•Ty'' 'G .20ts 7YTEmt rt 0.050 BERJNA ALUMINUM STORA! PANEL Fut L tvwe aveuwe""c"aa )) �` ''� 2.25 DEEP) (sm Aura rw"Cw) ..�, `,1 Sic'' truuT/Br POEM CONCRm REQDI4ED g FLOOR MOUNTING INSTALLATION _=_ EASTERN METAL SUPPLY, INC Eco,Nc. 4m Nm Haws rw SECTION 5A scaE:J/B'-r' NEST PALM LrAat n xT4D2 nULr TEST74o A ENCTNEERINO CVMPAN1 iTkH�OUT PALM 8611 PAF(38!1811-1718 15-044 ara•a a.31st Mww q�iq n sTr.e -`�''.• '(�� !br r C.o�Prn-stl.rts r f�r-tlJl IRs rtsus rMK ac was as aMMf#hb �F ,fC ft14¢: „oma n 714Birei m u-m •+ WW 4 a u 5 5 4 N111 FII t l}II�1Si`, Ir POURED CYNKRETE rJ I POEM CD CBETE ON C'OMPRETE BLOW WALL COA10 lE BLOCK WALL REOUVED 2EOMED OR CWOALP7EBLOCK/+Ep47W WM AWWTS ORS 0 12'01 maARgE A OR ortsw'u;�. AAAC12, I 2500� o r2'a c CONCRETE t` I J 1/4'W AI2 0.G YARAFS J• ,t " 1 REO[RRED A-vs 1/a,r q-` O 1.000 2'14'+.125' c i 2- I OROOYOPQO 2'11.1.0.55- KIt 1ElLL7 corwrKw \^ 170.5-N14 OR B6a5-T6 ALLOY "1 —— — a \ _ y ca= 7v 2'X 5•Y.055 Cant AAan.ANGLE a\1`� i Qq� OR.OWn�ANGLE 4 ]] OR.UBO• AkNISI SN£E'T rAETK warn I r/a'K Botr 4':4"1.072- OW. PIA7E d 24•R R 5 05-H14 OR 6063-TB ALLOY W/.HCKMUT Cont Ak—MOLE CASE A (Plan) CASE B , CASE C SCALE. 1/4- SCALE li+" i" (Plan= 1' SCALE. 1/a'- L- CASE D (Plan) • END CLOSURES DETAILS SCALE' I/4-- 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.� AND CORRESPONDING MAXIMUM PANEL LENGTH "L" OR C°`RETE ` 'E I GPNT Lr�. SCHEDULE FOR A GIVEN PANEL SYSTEM �T� !CFEN PosnorJ+) Paso ''30 ax OR LbAe>ae-/E atOCK �• TAPLON AWHCws OR WAu RLDL,GpED ALL PONE sOLV-SFT iMl7LAA4 Arox.vA 1LTGlM (SEE SCF0XU TUR 5�) A50.CEVCN I +dRlT•SR/P CAPCt3 �� RAlR�s Rf m LL0.SED A/h2F! (EmE I MlA4RK.WE OOA'A71O'tS A'K'WA'C W/ LA7DMIAG w/ WALL W/ CONT. 'A'MEIOER 8 X rLTAOER o Oa,Pc--g o : q +30.0, -30.0 12'-/I' 12'-11' l2•-II' I -- +30.0, -35.0 12'-11• 12=1f' 12•-11• GL ASS I r•w2v6rw I��+350, -40.0 12'-0' 12'-0" 12'-0"+40.0, -45.0 11'-2' 11'-2' 11'-2' d FA+450, -so.o /o'-T 10-a 10-Tca'TI CASE E (Plan) I C BLOCKSCALE• 1p•+50.0, -55.0 '- 9'-4' i0'-0' W I ��� COhrLCroMCREIE BL (Q'�'PO3f"'N') +550, -60.0 9'-7' 8'-6' 9"-7" OR Acamm • TYP. TOP/BOTTOM +60.0, -65.0 9•-2' 7•-9' 9'-2• WOW AWHORS OR ALL PONT SMjV-SE/ a✓ NK Ln501W4+ (SEE SaEMXE TDR SPACM) ( ) +650, -70.0 8•-9' 7'-2- 8'-9' ���1L11N IIffiff/T'AA, WALL MOUNTING INST Iftr +70.0, -75.0 8'-6" FLORIDA BUILDING CODE (Non High Veloc/ HuTrlcane Zone) SECTION --poise ,p„,X, ,� 0.050"BER ALUMINUM STORM PANEL PAL +75.0, -60.0 B'-2' 6'-3' 8'-2• SCALE: J/8'- 1 � �' = 2.25"DEEP LP4Br. 40r.1a(PiE MINIMUM PANEL tENCIH JS 3'-0' _ _ EASTERN METAL SUPPLY( INC am 63/24115 LL`� 1 1. EC701MC. 4266 ww"m Q- •e1.... nu,r TrsnN9!C7leu,2ERK+O LwrPAMY�i *W PAW OCAC14 ti M407 15-044 .��• �(� \.� auf K. 414 AI,rAv�=n. 1. Pr,CYlL•(561)209-62M FAX'(161)041-1710'YlC��".•''C� . w.a.•> +n-,m. .L ,-,sn "%'•A Sg;pya�.���•� WKTER A TROT h.P.0 '/ � RCNOI fie. N187 91CFr 1 d•II ,1• 209 avwnrrr 6EL"A rmowlW Atior4e TOZZ sae A my/Asn LIFSIGAI tnw Arn Fx�6L u7rr6! MAXIMUM A.S.D. DESIGN PRESSURE RATING (jJ s f) AND CORRESPONDING 3/AX]MUM No"nD+Ldl"fMU WWW fad A&WN E D. a WOE WAMCE scH+n+a°cJ°�`rra,�T�L ��A0� PAC NG SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRM BLOCK STRUCTURES • � ;'FSS (+ MAfpy()M �y UWk=ANCHORS SPACMNO FUR E D."J 1/2-" APPL.CtBIE 7 WYbNI A.S.0. UQXR V ANCHORS SPACWG FOR E A J 1/2'r x Z ASA PIDESXW E T' REV Ha=T C40(-W SOb*--2T PMEL"47M CF TAP-CRAB V6�# IAfL^Ot6 RED!A OYti16i01T CYX-dI SOIID�ET PME[1H76 P.L1P-LRP RATIM. m m ro ro ro ro ro ro ro ro ro ro of DUAN Z'(rc) �p� ro ro ro m ro m 10 m m m m+ of E-, (P.a.E) CR.ORTE E4saw eaaaTe LnYNf1• aramT[ LMl56NfY Q]VpPE/c ltam4eY m'rx6OE MW?MY Cp�C7ErE LwsnrwY OvfoaTE INSaY7Y DA'pRTE LtESLhITY mrAySrc w+awr 6'OaJdt7E t4a9Lrial OdIVElE LaR.NWY 12' - I2'++ - 12' - - - 12' - 12' - 1(TOPJ 8• _ 7.++ - 9, •, 12' 6- 12•++ 1212- 5" 12- 12• 12" 12• 12- T 1.9*(BOT—) 12- 5' 1?-++ 10- 12' 4' 12' 12' 12- 9 f/2• 9• 5- 6 0(gonom) 17 -- 12-++ - 12- - rY 12' 12- - 12' - 2 9+(tOP) 12• - 9•++ - 12' - 12- 12' 12' - 9• - 2.9f(70P) 72' s• r2—++ 12• 12- 5• - - 12" 12' 12- 7- 2(BOT—) 12- 5- It+ to" 12• 4' - - 12' 9 1/2' 9' S' 2(610TlLMf) 12•++ 12- 72' 5- - - Iz• 12- 12- 7" 24(BOTTOM) 12- 5- W 10- 12- 4- - - 12' 9 1/Y 9" s• 24(BOTTOI/) +.7554-440 12' - 12'++T - 12' - - - f2' - fT- - J h 4(TOP) 8--0- +354-600 12' - 11-++ - 12• - - - 12' - 9- - J a 4(TOP) 8'-0• __ __ TO 12' 6' 12++ 12" 12- 5• - - 12- 12- 12- 7- J(60TTOM) OR To rz' S• n•++ 10' 12' 4- - - 12• 9 1/1' 9" 1 56 J(BOTTOM) OR LESS u-SS +554-60.0 12- 6' 12'++ 12' 12- 5- - - 12' 12- 12• 7' 4(BOTTOM) +75.4-drla 12• 5" I1'+ To. 12' 4- - - 12- 9 1/2' 9' S• 4(BDDOM) 12' - 12-++ - 1T- - - - 12, - 12, - 5(Top) 12' - 1t'++ - 12' - - - 12' - 9' 5(TOP) 12' 6• 1 12'+ 12• Iz- 5' - - 12" 12• 12' 7- 5(60771) 12' 5' it, Io' 12- 4• - - 12• 9 1/2' 9' S' 5(BOTROM) to' - - - 10" - - - 12' - - - 6(NP)- e' - - - e' - - - 10 1/2- - - - 6(TOP) 9• _ _ _ a• _ _ _ 12• _ _ _ 6(00770-) 6• _ _ _ 6- 6(LOTTO-) 7' - - - to 1/2" - - - 7� 6" - - - 5" - - - - - - 54760 8' - - - 1 r" - - - 7(80RWF) 6- - - - 6" - - - 8" - - - 7(0-770-) Iz" - 12" 12' 12• 12- - - is(TOP/BOTTOM - - - - 12' - 12- 12' 12, 6' - - Is(10P/00T7UM 5"++ - 6' - - -- 9.1/2' - 4- - I(TOP) s' - 4'++ - 5' - - - 8' - J' J 1/2' 1(TOO") lY C 9•++ 8" I1• J' 12' fT 12" a- 7 1/2- 4- 1,9F(80TJOM) 7o• J' 8•++ 7- 10' J' 12' 12' - 12" 7- 6 1/2- - I.9+(BOTMU) 12• - 9'++ - I7- - 12' 12• 12' 7 1/2" - 2.9F(TOP) l0- - 7'++ - 12' - 12- 12- 12' - 61/2' - 2. .9+(IDP) it' 4" 9•++ 8' rl" J' - - 12' 8' 7 1/2" 4' 2(BOTTOM) t0.' 3' 8-++ 7' 1o" r - - 12'. 7' 6 1/2' J 1/2' 2(BOTTOM) I I' f- 9"++ 8' I1" J- - - 12" 8' 7 1/2' 4' 24(BOTTOM) lo' 4' 8'++ 7• 1o• J' - - 12' 7- 5!/2' J I/2• 2A(80TTM) +354-400 11' - 9'+{ - I/' _ _ _ 72• - 7 112-, - J R 4(TOP) fma x'00 to' - '8'++ 10' _ _ - 12' - 6 1/2' - J h 4(TOP) TO 11' 4- 9'++ e- 1/' J' - - 12' a' 7 1/2' 4- J(BOTTOM) >8'-o- 70 to' J' 8'++ 7' IO- J. - - 12' 7- 6 IA' J 1/2- J(BORON) J8'-0- 456.0.-60.0 11- 4' 9'++ 8' 11' J• - - 12' .8' 7 1/2' 4• 4(BOTTOM) TV +754-mo 10' J' 8"++ 7' 10" J- - - 12- 7' 6 1/2' J I/2' 4(DOTTON) TO it, - 9' - il" - - - 12" - 7 1/2" - 5(TOP) to' - 8' - 10' - - 72" - B 1/1' - 5(TOP) 1t, 4- 9'++ a' I1" J' - - fY 8" 7 1/2' 4' 5(BOTTOM) 9- J' 8'++ 7- 9' J- - - 72- 6 1/2' 6 1/2' J 1/2' 5(BOTTOM) 6' - - - B• 7 - - la f/2- - - - 6(TOP) 8' - _ 6' -_ _-— - 7 1/2" _ _ ___ 6(lop) J• _ _ _ 5• _ _ _ 7• - _ _ 6(BOTTOM) 5• _ _ _ 3- _ _ _ 6 I/2 - - - 6(0077-) 4- - - - 4- - - i - 6 1/2- - - - 34 7 4- - - - 4' - - - 5 1/2' - - 5" - - - 5" - - - 6 1/z" - - - 7(47110-) 4• - - - 4• - - - 12' 12• 1 12- 6" - - (TOP/BOTTOM - - - - 6' - I2' 12- 12- FACTOR + ONLY T WWW ANCHOR;O2 ALL POW S"-SET ALLOW FOR MOWING S'ECWH 9. Amm E O. ++ AMMVRS SPACM ONLY APPLXAME 7 7uAAC IMM ANCHORS FLORIDA BUILD/NG CODE Non High ValocifyNuTilcane Zone) ZIAW Nvn • SEE SHEET 7&8 FOR ANC DFS TOPE&SPACNo FOR 26TAUA77OW PITO WOOD fRAYE TArmv 1MWW" CQK-N r Cr TAP Buxawx 02015 IEran,M 0.050"BER7F(AALUMINUM STORM PANEL F.jEt •• MWMW ANGOR SPACA'SS Are Mum IOR J 1/2'EDGE 1x VQ-- (225'DEEP) Da"m an .75 .78 1.00 A"L:a LESS TA J OW12'.R�A"r"cB sW FV BY EASTERN METAL SUPPLY, INC °Ja" MIOR F-a L SS TOWS SHOW ON SCR7R/LE BY THE FOtLOMAN / / 2 1/2- - .71 .50 - .80 fACM7,- (UkL E D.MR C4LX-H ANCHORS h EIC- 1 L E C O�N c. .x6 MT R&M me S 2 1/2:ANO J 1/2.FOR SOLD-SET ANCHORS). FOR TORS OPERA 70 aE EVADE IMD SPACNGS RE TW FROM APPLYLNG ABOVE TOLIIT 1ESnW a ENCR/EOWN0 COMPANY --�M LCL a a71o7 15-044 2' - .50 - - - nm wa• s.yy rm+w m® HARE(36)X19-.Sd4;FAc(66)841-17re FAC/ORS SHLAIL AIDT RE57/LT QM SPAfAHS LESS 7FLV+J'FOR ALL ANCHHWS(EXCEPT +A5'FOR RED HD.D7TLIBOLT AM94O S). 'sa.: EU rtv9 n-11.r Int r mrw waw mmr LVNNCXI fb 1 1/2- .JS Lie. Nlel 4 STffLT 7 or 14 70J2015Florida Building Code Online n BC[S.Home ! Log In i User Registration Hot Topics ' Submit Surcharge i Stats&Facts Publications i F8C Staff ;• BCIS Site Map i Links ' Search Busines ' P�'OesSl � Product Approval (' e 1 I # USER:Public User c Q = Product AnprovaI Menu>ProguU or Application Search>Application List>Application Detail FL# FL11968-R3 MAR 2- 9 2017 Application Type Revision PERMITTING Code Version 2014 St. Lucie County, F Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800) 432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters, Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Frank L. Bennardo, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R3 COI 225inoanelsCl pdf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code http:/Avww.floridabLildirig.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsxYleb4opODf7EcLXlecJxGy6iZlxrigjSg5RS%2gotjMrA%3dp/pad 1/3 74-VZ015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 111968.1 0.040" Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel (2.25" Deep)- Non-HVHZ- to provide hurricane protection. Drawing Number 15-042 Limits of Use Installation Instructions Approved for use in HVHZ: No EL11968 R3 11 EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 042.nd Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party: Yes Other: Large Missile. Max. span is 12'-0"for +25 -25 p.s.f.� Evaluation Reports and 4'-0"for+125, -:130 p.s.f. for sections 1, 3,4:6, 7, 8, FL11968 R3 AE EASTERN METAL SUPPLY 8A, 9 and 11. See sheet 10 of installation drawing number INC. P.E.R. DRWG.15-042j)d 08-145 for other spans and pressures. Created by Independent Third Party: Yes J;11968.2 0.050" Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks I Panel (2.25" Deep)- Non-HVHZ- to provide hurricane protection. Drawing Number 15-044 Limits of Use Installation Instructions Approved for use In HVHZ: No FL11968 R3 11 EASTERN METAL SUPPLY INC. DRWG,15- Approved for use outside HVHZ:Yes 044.od Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by'Independefit Third Party: Yes Other: Large Missile. Max. span is 12'-11"for +30, -30 p.s.f. Evaluation Reports and 8'-2"for+75, -80 p.s.f. for mountings without"h" FL11968 R3 AE EASTERN METAL SUPPLY P.E.R. DRWG. IS- header. See sheet 5 of installation drawing for other spans 044,od and pressures. Created by Independent Third Party:Yes 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel (2.25" Deep)- Non- tracks to provide hurricane protection. HVHZ-Drawing Number 15-043 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R3 11 EASTERN METAL SUPPLY INC DRWG 15- Approved for use outside HVHZ:Yes Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party: Yes Other: Large Missile.-Max, span is 9'-8"for +30, -40 p.s.f. Evaluation Reports and 7'-2"for+70,-80 p.s.f. for panels mounted without"ll" FL11968 R3 AE EASTERN METAL SUPPLY INC P.E.R. DRWG header. See sheet 4 of installation drawing number 08-142 15-043.pdf for other spans and pressures. Created by Independent Third Party: Yes ............ 111968.4 Clear Bertha Storm Panels (2 1/4") corrugated polycarbonate storm panels retained or not by Clear L- Drawing Number 15-046 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R3 If EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 046.Dd Impact Resistant"Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party: Yes Other.Large Missile. Max/span is 10'-0" for +28, -28.p.s.f. Evaluation Reports j A.S.D. and 4'-0"for +105, -110 p.s.f. A.S.0 desgin load. See FL11968 R3 AE EASTERN METAL SUPPLY sheet 3 of installation drawings for other spans and INC. P.E.R. DRWG.lSr046.i)df 1pressures. Created by Independent Third Party: Yes Contact U 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-18 The State of Florida is an AA/EEO employer.Copyright 2007-2013 Stale of Florida.::Privacy Statement::Accessibility Statement Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida 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 be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the 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- 12 FIX ER M httplAvww.floridabdiding.org/pr/pr_.ppp_M.aspx?param=wGEVXQwtDqsxY[eb4opODf7EcLXlecJxGyGiZlxngiSg5RS%2qouMrA%3d%3d 213