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PRODUCT APPROVAL
Florida Building Code Online Page 1 of 3 PUMU—rr SCANNED 7 BY St. Lucie County Professional r aaS Homo I UQ In 1 user Pe apabw I Het TUPi 1 SubMt Su arpe I Stafsa Fzcc 1 Publications I FBC SdR I BC1S site Map I unts seal I OrO Product Approval useR:wbneuser PmauR Aeereval Menu >P,al act ar��R�>Amliatlnn I IM>Applicatlon Detail FL # R 389-RS Application Type Revision Code Version 2014 Application Status Approved FILE cury Comments Archived ❑ Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 ` bfeeley@eastemmetal.com Authorized Signature Bill Feeley lmdr[guez@eastemmetal.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 Ucensed Florida Professional Engineer W Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Walter A.. Tillit, Jr. P.E. y the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John W. Knezevich, PE 56 Validation Checklist - Hardcopy Received Certificate of Independence FL389 R8 COT HV ACCORDION CI NONHVHZDdf Referenced Standard and Year (of Standard) Standard year ASTM E-1886 2005 ASTM E-1996 2005 E-330 2002 --- ---------- - - - - - TAS TAS 201, 202, 203 1 Equivalence of Product Standards }� Certified By J Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJv... 10/12/2017 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products I Method 1 Option D 04/29/2015 04/29/2015 05/07/2015 06/22/2015 09/18/2017 FL # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter - Extruded aluminum interlocking blades retained by tracks Blade 3 - (Non-HVHZ) - Drwg 15- (top and bottom) for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 If A.S.S.A, INC. DRWG.15-086.ndf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Indepentlent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D".Max span is 12'-7" for 35 psf Fl ae9 R8 AE A.S S A. INC. PER DRWG.15-086.odf Created by Independent Third Party: Yes positive ASO load and 13'-0" for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and W-11" for 62 psf, 9'-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 ASO 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 Approved for use in HVHZ: No FL389 R8 IT A.S.S.A. INC. DRWG.15-085.ndf 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 Created by Independent Third Party: Yes p.s.f negative ASD load depending on centermates and locking rod configuration for the HVS blade, 8'-0" for +64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0" for +75, -75 p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f. for HV3 and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO- (Nan-HVHZ)- Drwg IS- (top and bottom) for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 It A.S.S.A. INC. ORWG.15-084.ndf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Indepentlent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load Created by Independent Third Party: Yes for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Batl Meat contact :: 2601 Blair Spine Rod, Tallahassee FL 323W Prone: 850467-1824 The State of Florida is an A 11EE0, employer. Uoyr 0ht 2007-2013 State M Flonda.:: Privacy Statement :: Accessibility Statement :: Refund Statement -- -- -Under Florida taw, email addresses are public records. If you do not want your e-mail address relessed in response to a public -records request do not send electronic mail M Nis entity. Instead, contact the oRKe by phone or by traditional mail. If you have any questions, please contact 850.487.1395.-Puisuam W Secdon 455.275(1), Florida Statutes, effective October 1, 2012, Ilcensces licensed under Chapter 455, F.S. must provide Ne DepaNxnt with an email address H they have one. The entails provided may be used for official mmrruniatlon wIN the Ilansce. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address whidl an be mode available to Me public. To determine if you are a licensee under chapter 455, F.S., please Dick Imo. P odudt Approval Accepts: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJv... 10/12/2017 Florida Building Code Online Page 3 of 3 Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJv... 10/12/2017 SHOMN ON 1105 PROWCT EVALLNROH DOCUYENI (PEA. INS BEEN ICRIPED FOR CgIPLLWCE N ACLOROWCE NiM THE 2014 (51h WRION) OF 114E NDRIM SIIPFM SHNL NOT BE VS(NEED AT HIGH VElOL11Y ZONES OESIGN WOO La1DS S BE UEImNP&D AS PER SECDON 1B20 OF THE AO WE MENTIONED CODE, FOR A OWC MD BP® REOLIMED BY THE JUPoSNCIION MLL$ SIARIEN M4L BE WSTANFD WRH A DRECIIONAM FACTOR Kd-M USINO ASCE 7-10 NO SNNL NOT EXCEED THE MAKNUM (ASD.) DEsR;N FRE4URE MMM INaG1ED ON sRFEIs 11 THRU 16, 16 &[20. D ORDER TO VWFY TIE ABNE CCOORION, LIJUVE DES WNR U1NS DERAI@OD PER AYE 7-10 SNNL W FNST REDI M ASD. OEMM MIND IMOS W MUDPLYLNO TFM W &6 INI OPOERTO CNWARE T1ESE W/ WK (h.SD) DEIGN PRE=RE RAT W IID)MM ON SNEEIS 11 INRU 15. 19 & 20. IN OTEEA TO VFAUY TNT C(A1REM5 AIL) ANObRS ON 1105 PEG- AS 1ESIFD. WE)E NOT OUER SIR®, A W W =CREASE W A WA SRESS FOR WOLOADS W5 ICI[ USED W TNR NYLY56 HOWEVER, AYOD OIFAIION FN.TCR W-1.ED WAS USED FOR S±NFICAINN OF FASTENERS W MOW. AWsl A H.V. t cORmN SM 11101 SISInFS AOENLW.Y FOR II00 AND LAROL —I" NP/LT !DN HAS @FN VERFED W ACODIOANCE VATH SECWN 1609.1.2 OF 1IE AWh UQC YCE AS PEA An RDYYRS -IN 0 (D 10214A1-02. 10713L1- /1W1.01-01. /1214A1-09. 10317.02-0 jl D -01-10 AND 1021001-11 AS RR TAS-Y01. TAS-2d1 H9 TA5-2M1T PWIIOCIXS N9 A51M E-1646 AND E-1996 STNIIWOS (MISSOE LLVEL D, IOND ro 1, 2 & 31 & 11220.01-10 AS PER TS Mi. 203 &POT PTIIOCaS UAGE I0S0E -IN II9IDW HAW ® 10506D1-03 AS PFR ASI A E-1666 AND E-IN5 GOSSRE 1EVR D MDO ZONES 1. 2. 3) BA9C PRUILCOON ONLY ARID / 07=01-66 AS PER TAS 2O2 PROM& E W BUOE0 Na W 116E04V RUDE ® ARE EN.TIRIOD ro MOT( W UNISON WIN EWI OVER UIOTA THE GENEIMA =PATOIS AND CONEI110NS OF = NEGATE ON STEP 19 3. EERRA H.V. MOORDRI FINS (W SCRWS). USED AT H 1NUCNE NA FOR O RIET WONT COHNEDDRI ro IRACNS SWEL W /14 76' AND 11441.75' RE5PECI7MY, 410-W 100JUM SERIES STANIbS STEEL SCREWS WRH 1350 w YIDD Ea ENGIII AND ISO w TFNca STRFAXTH. POS SNNL BE WAR= WITH BETA IN OQOSIIIDD CDATNO SYPEW AS W F CIURED Of APPRS4D W11140 NPHGT REGISTERED WHIN AMERM.W SHMER � A550G WM. FINS MAGI OM THE W 11A4iNN0 ON RE1R HEN. 4. N ALUMINUM FATRVSIOS MWL EE ALUMINUM ASS LION A1Lbf MO TEMPER M WOMATED ON SHEETS 2 AND J. LOIWUM YIELD STRENGRI FOR 6063-18 ILDY IS W.0 W AND 35.7 W FOR 6003-75 ADEDf. 3. LL. SaEWS TO BE STAERES9 6ED. 304 OR 316 AS SERIES OR CCfRC Y REtISTINT 4=1ED CARBDI STEER AS PER ON SOOTS W W 60 IW WN. YIELD SR<DIGIH NO 90 W TN IIWN E SRDTIGW. AND SENL C Y W/ FIOIE6A BOILING CODE S7OON 241111.4. 6. BOAS 10 BE ASHY A-3fU GLLVATZED SRN. OR KS! 304 OR 316 SFAEs PA&OESS SREL WRH 33 w M00OM MD SITNGW. 7. SE I E FAOWi1C SHEETS FOR ANCHOR SPWE1CPaFSW ®AGE 1213.14,15 AND 20 W BLADE 0 & O WORWAG a UI✓DD1: 12, 13 & 1s fl T05 SEED= RV. /CWIAIW SNUf1EA STSIFN BEARS A U5. PATFN118')79,@Q. WYPoIENRS R' TOS APPRWAL /JE W/pED. N YRpIE OR N PMI BF US PATFM IS'459.179 �ED TO EASTERN METAL SWFI.Y. PEG B. R SHALL FE THE RESPUE2F011Y 6111E CCNIPMIDE ro V4TOFY THE SOUND`ESS Q TEE SR0ICIIRE CONE SIRRIFA 6 ro BE ATRA®ro a4lIE GROPet ANCVKIPN£ LUORIDIpE To SFN/rN11K ALL SWTRFA CN00ENE EUQS WHEN RaADL IIWI iA61a101G a WNONIgb CONTAO WIM THE FBIIaNG ro PREVENT WE0/RAa NRRUspN 1E EArN UNR YVP BEN PEAYA101T U,BB, N A VSS1E PIAt£ I1TTH 1ANEaiO NOTE DA01O PB1Ka5 6 IORPoCNIE WNBINGs NOYE ORN=. 1fAN1T, OR ONERS. =USE PROPaEY LIME ALL HV IND HO CFNIFJ0WF5 AIL) ENGAGE OD LOCI( ALL HV ARID HO LOa(i 11. SIIIITIFA MW=ACNNER's VBFJ: SH41 BE =GMED ON A RFMEY V0 &2 IAT ADDNt SHlRiF1t N ACCOFnAtICE NTH SECfRN 1710.flJ 6 DDRIOO DMDNC WOE ONE LABEL SHy1 RA® FOR EVETN ON]dNO. LWaING ro WYPLY WITH SECIRN 1)10A2 OFF W TIE F1LNM BATTLING OWE 12 ERNF` 1 H.V. 110.ON SMUNEA SYSIDI'S USTNIAMN SHVL WIWLY WRH SPECS WDCARD N TNS ORAWNO PLIS ANY W6D01G ANO ZONOO RFfA)UTONS PROVOED Bt 1NE JlIRISDCDON WHORE fOaOT IS APnID ro. 11 (0) TIES PIED. PiFAAPED N' THS FNOTEFA S flNfRO AHD WFS NOT PRT'DE aNT1aaN EDP A SITE SPDC9IC PROECR Le. Y1ERE THE SITE CO1011pX5 DEVATE FROM 111E P.ED. TH OWDITI NS DE BE ON lliM E FDR THE 50FCMt1. FIFN]NSE AND OLSTILINEC NTRACt C LFE SNEIY OF 1H6 PRONICT, flASED W TIES P.ED. PRD.OED Rff/SHE WFS HP OEVUIE FR011 THE CONDRCFS DETA6ED ON HMS DDDRmTr. CCF6TRWRON SAFETY AT SITE S THE OONRtIDI0R5 PE4ONS8urr. (9) TIES PEA W BE OON9DFRED 07YA=1 F ALTERED RM ANT' uE,m ( CFC PROTECTS SIUO1. M T AHED BY A FLORDA RB251EIED ENO Ent OR MsUKGE M1RCH W01 sfLO1E TIE eYDiflt OF Nscom (F11.R1 FOR THEPR(=T AND WHO, WUL BE IEVE'R. ibi TE FILTER USE 6 TIE FED. fN9ER 6 PEOORD, ALRNG AS A OEIE`.ATED F)GOtFR ro THE P.En MREER SHNL S 10 lT1¢6S{ RATFTL TE SOE SPBlHC WABWLS TOR (e] CRILTIUL P.E0. SHVL BFM 11E OAIE ANO DUCOW. SELL ANO SKNATME SORE PRCRESSYJINL EJ1G0)EEII OF RmTRD TNT PREPMFD R. IL ECOI■e, TLDT TESTING & ENGINEERING CDYPANY V Nl ]C0. (vs Sh ]14 �7H1L W WR NIDU11 D Pem.: pTI-1sro . Fm : (SmRDI-1vl e ra65PlE MLTR A Twr &. PL REM\ 1A: / w1P TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSRM WYPOtENRs t-20 SHEET 2 SYSTFl1 WYPONEMS 21-37 GHEET 3 TYPC.OL sNUTIEF ASSO®LY 38-M SHEET 4 TTPIGI. YOOG'N BVOE & WNWW DEP& AREA- • HV RUDE n AND NV WINDOW B n (p (WHERE APPU20LEa TIPICN. SHUDOi Etzmal N & NOTES OY EWI$ SHEET 3 NSTN JKN DETAILS A-F. CONCRETE/BLOETE sHEET 6 INST TION DETALS G-Y. WN REIE/BEDCK SHEET 7 CENTS m OETAES NY SHEET 6 CENTO&WE ALT TNG OETAIIS w SHEET 9 END CONNECTION OETARS 1-6. WNCRETIPIM CK SHEET 10 YN01UM SPAN TABLES sHEET 11 ANCHUH SCHED(RE- CONCRETE a FYDL1( SHEET 12 ANCHOR SCNEDUI£- ,GaNCRE7E & ESIDCK SIFT 13 NOTION SCHEDULE- CONCRETE & BLOCK SHEET 14 MaIOR SCHEDULE- MOOD BEET 15 WSAYATON DETM3 Y-R. WOOL) SHEET 16 USA WNI DE1, S s-)L WOOD GREET 17 END CONNECTION DETAILS 7-12 A X WOOO AREA 3: FN WINDOW BLADE AA SHEET 16 ONLY TYPIW_ SHUTTER ELEVATION AREA 44 HV WINDOW BLeDE Cl) ONLY OEET 19 O,ST TON DETAILS, YET=. MID WAlls 51EET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American ShaNar Systems Assaduffon, Inc. 4268 Weslroads Drive West Palm Beach, FL 33407 Accordion Shutter System RV. HAOE 01 W/ OR W/O RV. WNDDN BADE ., lu emo. Eva[ Ry I .aJT• a s.RR • IOHV SOLID BarD E (3�HV UNNERSAL FLOATER UNDER US PATENT Ig 5458179 QUALIFIED FOR USE W/ NV BLADE 1O 1 HV WINDOW RLADES 6005-T5 ALLAY AND TEYPEN INS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY AND TEMPER I.ba' �. R. SUMURED FAR USE W/ 1PY BLADE(J) 6063-T6 ALLOY HARD KUPER J' n Ta 1.B6S- 11 HV CEILING HEADER flED FOR USE 1'I/ HV BLADE((1� ONLY, SEE SECTIONS FOR VALIDRI".' 6663-T6 ALLOY 00 TEMPER 1" SIDE ANGLESI R FOR USE W/ HV BLADE Q 6063-T6 ALLAY AND 1EMPER O7 HV ADJ. ADAPTER y(/UP QUALIFIED FOR USE W/ HV BLADE Q 6063-LfiALLOY AND TEMPER ALUMINUM ANGLES QUALIFIED F% USE W/ HV BLADE �IJ ONLY. 5053-TS ALLOY AND TEMPER O NV DIRECT MOUNI QUALFIED .FOR USE W IM BLADE 6063-TS ALLAY A TEMPER 4 ©HV WALK —OVER TRACK QUALIFIED FOR UE W/ HV B ADE 1 6063-T6 ALLOY TEMPER 1.936' A9J' 6] 1© HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE iQ SEE SECTIONS FOR VALIDITY. 6063-T6ALLOY AND TEMPER COMPONENT A B TI T2 Q Y 5' MAI(. 1/6• 11W I® 2' S' MW 0.192' 0.192' ® 2.5' ]' MUL 0.190' O.1B9' ® 2' S' M4 0.139' 0.131' IL ECOLN,. TILLIT TESTING k ENGINEERING COMPANY CAf N11. 3fiLi A, 6i Jf4 F. WTGV6fA NWM 31 Pxm.: (3wNT1-13]0 . ra : (3m)Bl1-1SJ1 .-mm: mM�M.amn a -W MGL1IX A UIT b.P. MiM Y.. c. I M1V61 O5 HV 9D'/18STARTER QUALIFIED WR USE W/ IN BLADE 1 W63-TO ALLOY AND TEMPER 26] ofl.' x 1 ' 920 O IV TRENCH TRACK QUANFlED FOR USE W/ HV BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER vARuS 1.936• • .1 • .ova' ] e. 1 QUALIFIED FOR USE W IN BLADE 01 ONLY. W63-TG ALLOY AND TEMPER 1 Y I aU CORNER POSTS ALIFILTI FOR USE W/ FiV GLADE 6063-T6 ALLOY AND TEMPER A.S.S.A. American Shutter Systems Association. Inc. 4268 Weetroad6 Drive West PDIm Beach, FL 33407 Ql HV RAINGUARD QUALIFIED FOR I W/ IW BLADE 1 6063-T6 ALLGY TEMPER HV. BLADE 41 W/ Olt Wro HV. Hurricane NO 21 HV CENTERMATE GUAUFIED FOR USE W/ NV BLADE 1QA ® ONLY 6063-76 ALLAY AND TEMPER i I �� ST6Y 1 fl/il f�11f aFWi'lll LOCKER FOR i LOCK CENTERMATE QUWFED FOR USE W/ HV BLADE 1QONLY 6063-76 ALLAY AND TELLPM O OLLWFIED FOR USE W/ HV BLADE 1 k A 6063-76 ALLOY AND TEMPER vW6 12• Y61 m le NS ® LOCKING RODS QUALIFIED FOR USE W/ W BLADEQI 600-76 ALLOY AND TEMPER Q �s DISTNIAIION WILL REWIRE A 7/16' HOLE O ILLEO AT TRACKS FOR PROPER EUREDNENE e) ' 1 ®QUALIFIED FOR USE W/ W BLADE I ONLY 6063-1`6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER u . C,ENSF 1 r-mn 1 m cuT � eeuaw rmm a M. 6V® PINIa1 (i IR) q JI6 IR NY LOCK Btl4 CY11fA MaaB (a1Ylf FlEY W/ HV BLADE 1 h YN ONLY. QUALIFIED FOR USE W/ W BLADE ONLY 6063-T6 ALLOY AND TEMPS IED FOR pl10YWFN0 EYPERE 1 k Q5 600-T11/2- 4/4-0 OUALIFE0 FOR USE W/ W BLADE D IL ECOENQ. . TILL!( TESTING R ENGINEERING COMPANY CY1 lt. ]06 iL iA Nm1M. Yl6FYi flaml ll P6ms : (]OS)8)1-1330 . im : (063)Qil-I611 nab\ Uw iiim® un M19m � eM� PAellm llid YllC6 OrdL PJiO)) ® HV EGRESS LOCK QUALIFIED 6jO0R USE W/ W "DELI , ® ONLY. 2 . ,mlDEO $amw Ei 3rA- AnFlt RNEIINC 1/4'0-20 x 3/4' S.S. THUMBSCREW 1/4"/-20 RIVNUT* 4y�y B4M Il,M1UY (ir61-TJ N1ea V22 NM£ RYN SHFFT MRSart. PIAf I C9M /5 YW6KTP.07 eI drE1 • CI6Ae IIXIU°I. PY6P1Qit. IE1 &A4Y O10M pl FgYI. ® QUALIFIED 'T' LOCK ®H UAUF 6dA SE W/ CK GW BLADE FOR USE GLLALIFED E USE W HV W/1N BLADED ONLY. 1RMECIJ ONLY. — o 0O — �TNuuenwn anw6ix nan- Mn 11A00NRN G1,L41ER OR I2T 13 Yin CAIRxn I.T6 Mac (R HD LOCK BY RE6ENr HA VOI UDC0 SERM 2300 HOOK BOLT LOCK QUALFlEO FOR USE W/ W BLADE iD& @A FIORIOA RIIIIOINC COW(Han Koh Velocity Hurricane A.S.S.A, American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Accordion Shutter System RV. BLADE 01 W/ OR W/O BV. W(NDW ROLE No SHUTTER ASSEMBLY[SCHEDULE FOR HV HV Q HV BLADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON RUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER 4� HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'0/16- THICK NYLON WHEEL 0.188.0 NSI 302 SEPoLS S.S. RNETS ® HV 1 3/4- ACCORDION PIN W/ /8 HEAD ® HV 2 3/4• ACCORDION PIN W/ 18 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I>•11' e: MAEQUIREUENTS AT EXTERIOR BLADE KNUCKLE FOR (1) HV PIN ®SHALL ALWAYS BE USED AT ALL EXTERIOR II DR O® BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 7D OR NV ® BLADE. WCAL SHUTTER ASSEMBLY (2) HV PIN ®MAY BE USED IN UEU OF ®AND ONLY A7 t3 (A� m PIN ®G[> aOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ LN D qy.• BLAGCS KNUCKZ (su raR a roR BLADE WHEN CORRESPONDING TO INSTALLATION -It-, SHEET 7.J REOUIREYE OUR (3) HV PIN ® OR ® W/ 1/2' O.D. 1/16' THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET IL ECO1•IR:. TILUT TESTING h ENGINEERING COMPANY aW wa Rvw l:(]0Sf81RR t -15T0 . Gm: Yq wre.OS DMJB)1-fill .-me¢ w..o0oe�an m-aooans 1W.1a1 A TLllf b. NLld lle. / M1vEI EXTERIOR POLYCARBONATE SOURCE MR vwA vmrmu NAM1L enm roar vcvc oewrc .an ove oow w«• oov M' IIGttli� Tame Tara eamom Asn: oev v,wo v..+ eAm w. rrmma maven: v mn Ana my :vao wa :>.m w .:aorta eooue .m ovo awm m+ .><+.� w. rem omen ® Am onv re rr-e/.i n tea/. aoc ovmn .m ova su • rx wa o evvv.o ,wu osa rYr aw ar am ser etinor ,u,.o:vv ww♦ eon cenamo rsn ca E mwvw vex A9K ue m v... two v.e root mva Dose ---I .nmem ea: we A.S.S.A. Amedcan ShuR•r Systems Aseaclatton. Inc. 4268 Westmods Drive West P0lm Beach, FL 33407 KV. MADE Al W/ OR WVO KV. No u OF CORNER CENTERMAM ®-®O1©•�u eQm10 •®- TYPICAL n1i HV BLADE SHUTTER ELEVATION N.T.S. -NOTES ON NV LOCKS AND CENTERMATES: 1. IMAOATDR! fODDNNT N_ ONE W LOCK (9 ®SHALL BE UMD AT 1/2 OF SHUTTERAND MR SPANFOR ANY SPAN OEIF/AIION M/E OLOCNY K �2WY I15ED AS ANOF SHUTTER SPAN NINSIOE ON R SPANS UOUfSDE lOdt, AiG/CHm TO Q� Ofl A CENIERMAM W/() 1/4'o-20 x 1/2" LONG MT HEAD SS. US. LOCKOON OF DOCK SHAH BE AS WOIGIFD ON TYWCAL BHUITEA UATION. 2. U DESIRED, FOR BETTER PERFORMANCE OR FOR SECURRY PURP056. UP TD TWO IN UOcM OR Y BE IBFD AS AN IH90E OR dn50E IDa(. CONNECMN OG IOaGS TO CFMERWlES OR ® WAIT BE AS INDICATED ON NOTE (1) ABOVE LOOKYWN OF LOCKS SHALL BE AB NDICAMM ON TYPICN SHUTTEEt ETEVATTUN 3. /2 B(TVAT HV_ IOCNST• LCCIONG RODS ARE NOT REWIRED AT_IURRICANE POSITION. BUT MAY 6E USED IF DESIRED MENHANCE SHUTTER PERFG LOCCNG RODS W OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACI@1G POSITION (NON HURRICANE POSITION). 4. N.Y:,1[RY m1m11aH . OHE NV IDCK ® ® BE USEO AT CORNEA CFN1DiW1E5 FOR ANY SPAN AND ATrAMED MR® �tEA C�WI�E• w//(2 1 FZO , II/2 WNNG L RE USED KEAµD I�WD�LDf�I@1GIXPolF6 AT TOP B BOTTOMS BE USm. IACATON OF LOCI( SWLI. BE M WI=TED ON TYPICAL SHUnFA EEEVAWN.® MA101UN SHUIID2 SPAN S L BE DERRNINED AS PER BCNEDUUM SIDWN ON S M 12 S. ONE AL1ERNAlE NV LLCI( NAY BE W BW OF NN LOIX or FOR ANY SEMI AND INST 1DN5 AT ANY E1tVA1DN. Al NATe LDIX MAY SE USED AS AN SIDE OR OUTSIDE LOat. ARAlJTMFNT OF 1/4'0-20,3/4' SA THUMBSCREW TO ® OR 0 CENIDBURS BNMLL RE MADE W/ 1/4'0-2 jr ' AWN. RNHUF AS SHOWN ON SECDON NNE, SHEET B. ME UXK S BE USED AT 1/2 OF 9MTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN B. WENNi=®«®«®SHALLBE USED AT 1/2 OF SM1TTQi BEAN FOR ANY BEAN OR 12' ABOVE OR E@ orRE U E L SPAN FOR DEANS ITT O BB', AND FOR AMED TOONS AT ANY ETFVARla HV LOCH ®or ®Rr 1/ NAY RE USED AS AN INSIDE OR MS. LOON ATTAOCK TO BE ® rnAEDON YPIM SHUT ER () 1/4"-2O , F LONG FIAT HEAD SS OR Top N OF DOCK SHALL BE AS INDICATED ON TYPICAL SNlR1ER E]F/ARON. USE OF LOCI(WG RODS ®W/ OR ® TOP AND BOTTOM B C04PLEILiY MNiMATORY. *NOTES ON MY 'T" LOCKS AND CENTERMATES: 1. ONE ALTERNATE w T TOOK WY BE RSA LP W UEU OF W LOJCi OR MR AHl• $PAN ANA ANO I AUATM�1 AT ANY EIF%1�T. AL TE NDCK 00 Y BE USED AS AN MIE OR OE LOCK ATTACHMENT OF LOGC Qy WCWD6 USING RDNFORCING LDCNOR"40, AS SHOWN ON SECTION M/G, SN�ET 9, WWCH DUST RE CONNECTED TO CENIEILNTFS ® AND ® W/ 1/4'0-20 K 1 1/2' LONG SS. THMkOED MIT W/ 7/e"0 K 3/32' WINGNUT OR W 1/4'0-2NI' S.SM.S. INTO A 1/4% 5/8" "UE�fICK WY RE WS AT MUSPAN OR 12' MADMUM NELOW D BMIOSPAN. USE OF TWO LOCI@TG RODS Qi TW AND BOIOM B WHI Mw. eNOTES /� 1. :ONE ALTEBNATE ID W W WIDE usED W M OF W IDa6 V3 OR W MR ANY WAN AND WSTILATgNS ATR6ANY E1f®VATKW. A110MAW ID LDa( ® WY BE USED A� AN INSIDE OR =%� AnAI*OJENT OF NO RDNNRCFAIEM IN SHOWN ON SET.TNNS WB_ AND MOO-MC.301,QET O BLOOK UNY K B ALUM AT N005PAN OR Ir M01W A BBOW OR ABOVE WOSPAN. USE OF ISICDNO RODS ® B OOUPUT Y OPIDIW_ ISF`;9 s------------------ /Jf*- OF 'O: IL EC0iNC. TIWT TESTING a ENGINEERINO COMPANY Abt Na Ru. sT. M. as v. F.:O05 Rnm. v l]6'1']1-11b . Em : (5C1D1-1311 naa urmnma.nm .L\ �.•`` WXLMI A lWlfNt,. PL n 1 f MI" IIHIIRF/ITATF A.S.S.A. Amarlcan ShuHor Sysfeme Al Iaflan, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Accordion Shutter System RV. HALE Ai W/ OR W/O RV. YAPDW RARE AWING No 15-085 (sa: scxmu oN vffEr 13) E 'Ell U nV WALL DILL INWALIAIIVn N [MNFN RANF [ MOW aF ,�,s19N aF SFaF 5 1- SEE S9EET 4 M nWfAL SNUIiat \ E 0. s mR ASMN ASSAY&Y . SF£ •tt9G OF USE iqt 2- YW o SECmi6 CAN WE COMONED (SEE SRELa1GMIN5 al SNF£i 13) HI➢E ON SHa:T 19 N Ya WAr m SUR MY NsrNumx. IL ECOtuc. TNur. 1ES11NG a ENGINEERING GGYRANr ®K<ae�c,.man wiF-camas nmam �-nol: GtaeoaY.ean "UPIALiNGp`°`� Ire Ila\ iEAlf iki�JANRE/DALE sY,a® I�iwrei1i.. P.E (,HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ 1) HV BLADE Hurricane A.a7■S■A■ Accordion Shutter System HV. MADE ®1 W/ DR Wp U. WNDDN MALE American Shutter Systems oaceFna arz M. W.. <L Association, Inc. L"Lli an a-,9z 4 n/v, aec 4 u 1s 4268 Westroode Drive 2 I IDRAWING No West Palm Beach, FL JM07 35-085 ANGIORS ouE ox sNEEr t5) m¢ ff aAs r g ernrASE Fns S OR In � i 1 \ • F1, ull r � NN f l uii 1 0�. 1004�/ NY amnw ;gym aAv AA 9 t Exs Mc / '�� FIAT IFM LONaLLlE HIOq(G Nn3lE (sEE SaLL➢OIE M SNER 14) nuem It .TRENCH INSTALLATION 0 ONLY FOR UP TO +70. -75 PSF AS.D. R$N2! PR651RiE RAIMG d FOR SPANS PER Sglm a /5, smm 11 6 /14d/4' HF% NFAa� 1 aFe• e tY QC. 1 I / 8 µ mt scRLws o e• oa I _ ___ p4a/Y sns. slA- ___ t/4• ';(.-`:,',`. V•v-I•aottwn qt 1/4'o-Ya 55. YS. WNCIRTE ANCIIIXS .O a 5' 6 a __ _ Ym. •!/ •:. !" t::.: o IY OG N/ Nllf a 9. O.G JI ${2ET 14)�� W 1 .;� .' .+ `i VBiM Na1511GC11Wl --- ;Tp---- m , a ,/z. ,. 7�7 ,19 � �. _, ::oo• iu1i... .u. ,rel mammT EncE aF SyAg F /14v5/4• FH 50.5. ROM aONCREIE ANC40R5 SEE Na1E 15(b) o R• O.C. gaylm POIIRm CONOREIE (SEE Stl1EWlE ON ON 9f¢1 1 Po K "I CaNCRER ON SHED 15(b) OR LONGiflE BLOa( SXEEr 14) 0n taNaLLTE B=K uam¢o ®KEYSTONE MOONTING INSTALATION aPnauL arPsegen © NV WALL FLOOR INSTALLATION (p NV WALL WALK —OVER INSTALLATION �� IIU7VIY 911nat 9'M ib' HV RAINGUARD INSTALLATION ? ♦ Nnlr rnN r>,.AnwTNM eF vrrcvs; E 0. mQ 06iN1Q 1 Rvwav� WHEN PEAFOF11m 916.T . FOR r1PfH SHOTRR (SEE SPEGTXAIIaR ON 91FEr ,5) OR 05IY�ANS�r S MR INSTALLATION DETAILS W/ O HV BLADE 2- dY WD w A io v MTWsr DW FLORIDA BUIIDIND CODE (Non High Velocity Hurricane Zane A: fl[(,,,O 2015 Fl5,EW1 UUf SUPPLY, Pia. 1'P°E A S S A Accordion Shutter System w E C O I■C. ■ ■ ■ ■ KV, anOE e, W/ OR W/O NV. WhWN RAM American Shinier Sy9Mma mOwYn urz IN Irrt Ya. •O' STATE OF RLLR TESnNC d ENgNEEMNG GOYPANT Association. Ioa. I OW 11-192 4/15 15 OaF 4/t5 IS �£ °<' u m a zr. m luaw cAay.¢ Namt vl 4268 Westroatls Drive z Fna.: (]a3)B71-1550 . Fm : (005)Ql1-,55t ORAWING NO ' \ g� �^� bme=oaa� Wesl Palm Beach, FL 33407 a $-085 o P. /SF�51GNArIUtRE/DATE 1N1� a SHEET F TO OUT IN lf 1/2• a®•® /10,3 • SUS. /i .c. nsr. IE1RR. INSTALLATIONS W 1 HV mvxG Naa�ING6G�®� . mNG GU59 , � INO N.tfHINID A IM,C m SM£f e. BLADE W HV CENTERMATES **o ®v OR SEE END WALL CONNECTI01 ----------- camxc cuss---pETAllS ON SHEETS 10 !p 1 v CEOPPOSING - SYMMECTK R¢YCAL ClEbD TE31/4• 7' 6 1/2• 7' W/ w/NV cat uw. uutaN ok nx.IM w saET „) r;. O �L• �D �E+ �i �© �� Q 0 r, ���ii1: ♦ c�i �, . HVE IL ECO+■e. TGN TESTING h ENGINEENING COMPANY sw u. Sea a, s. am. waav, cvam nam. as .-mae esaa.av�. ®-menu Nll:n A tall! b. v£. rlMd Uc. f N167 U OUTI Uc �•7�� (}�� ©�-- %EJOSINIG GLISS lJ'l:l�®41 uw. �konan OUT HVF** a® 2015 F/6,FNN YEW. �Y. INC. Accordion Shti utter NV.ELAM 01 NOW M American Shutter Systems ,aavyav, mrz oavx v: Ni Aeeoctation, Inc. , an „-, az yu/I6 a.tE a 13 4268 Westroads Drive 2 DRAWING No West PGIm Beach, FL 33407 3 5-08 1 *ste xortsmn x.m®. T ,Dw. en SXRt 0. Y saw w.. ueew as.-n u,oa Iu¢ aua m, sm urrmo, nxr / aeea u uu.nw� a um o¢mx wmxw, � matr w mw. IN � araemaux ma wr, unwm w sr¢r a s 7 - e o>.rNm w rxa sm. ue s uan .w ne w sus a ,r w uuw. k ©0 HV 'T' LOCK _____________________ 0)*Nv "T. IN -,0 OUT 0-20 x 1 1/2" S.S.M.S. 7/8'0 z 3/32" WINGNUT. Ji1LC2* 71. . I : jaksyn ILL FAIN . IL E C OO im,. ¶lI TESTING t ENGINETAING COMPANY I -+wo. IW Vw0k1e f1Ami. A rn..: tsosmn F. Em : cwrun-+m •o,,�,-'�U�'N'ss,A,L "�Ac` viim w nur s. ve P.E. SEAL�nI�MRE/DATE ne,m. "` E �. O . :e : r I & 41 A.S.S.A. Amerlean Shuttor SysFNms Assaalation. Ina. 4265 Westroads Drive West Palm Beach, FL 33407 my. BADE DI DRAWING No 15-085 Pg1RED LONCREIE OR OR CONCRETE OR CONCRETE P011RED CCNCREfE PoURED CONCRETEWI/ CONCREE co' Rfl<K yyy, REi111I� 9tOCK WHE REOl.OEn 61= WaLL RE0116ED WALL RECUIED LONG M fAA55 /—�n� O � L — i- E)GSRNG GAASS itNG CL55 O 16, O. O. F A �F)6RIIC I JJ x'" Ncimsmlea,EPARAl1011 w savroau+ S>6UxEms PE�@ONSt 1/1670-uNL to s 19�1 1111 � 9�mNDFDUIEsON IALAIE$lO 111m 9A0E mN0 (soea-n)mxr10M. a,•Ors0)e® \ IT uROR A Mmv ) 8/CR6meE) pyOE,( IYN \ 9/RSmh® 9NFF 0)e® llllll FRE ff(D) 1/2. MIN. I i OSE 1' OR z• WVL I /tat/Y S. . _�__ (AS APPLICA111 )a211/aW-x• of Oxt/x• SY a 16• O.C. AWWRIM CUP ANCtE O 18' O.C. 4 \ (e0ea-T6 Al" AT NIDNEIOW \ (3)1% 0 pRs 4 1WRO�Ss.Wg ro 5 SEE S % SIDE 00`0l fpN A'��� OR +l•Y WALL AT 1. O.C. (IDCATE AT DIfEN SIDE OPp) �'a� OR ( OR s 1 OR Q�' ro N - 6 7-8 .®. m TRACIS .6 �T�, -0 e T- T e ®y� aO sEE DEv+I. x •® SNE COWiED1ON 4 oo•®-oo•®- 60 ®-Q OTION -®•®-Qii® END CONNECTION DETAIL 3 END CONNECTION DETAIL 4 O END CONNECTION DETAIL 0 END CONNECTION IL DETAIL 20 O D ♦ fYAIYSD IXLY f00. WP GIFATEA IRAN tY-D' CIASa CW#RED ODCN WNL G 4 4 �ExISmNG — IEOONm ------- AWL saTRAnua B1 t/z•s.N. Ole • D _ i� m aAs 51 met Oma .F CC I0L mwAlm t/z• uw. m aAs (9E _ _ __ 6 w sm 19 FOR taAas®O ® wicNm a IY O.F - 1 salt oo � w GfFT f9 WR 4 NC3,Coll(IRE1E ANC19R 5 91ARcmep _____ GR© Oa. . 1AN 4 -11W MIN, __ 6 �V-R�Ofl x' MN 5 x' NIN. ♦SEE IA1 A01`1 S 119 fDR SNEET 19 ©qt®OR®OR�OR I© VIMaON S�aa-1 OR QA' PLAN °R DETAILX POURED CONCRETE OR C014C1ETE BLOCK WALL .®.© p-p �•®. m-© O-©4� 1(�'�®-p•.y-U•®- ®- END S L ATION REDUIRm ®'®-®'�©•®' ©•O•®-©•O•®- (li HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. ®.®.®.®.pa.p. END CONNECTION DETAI �® ®� D CONNECTION DETAIL 6 -Qs® Mon High Velocity Hurricane Zone FLOPoOA BUHDWG GORE AO"+ A. i TTAiA, o 2015 EASTE101 YEEN. eafPLY. ING y� ' CENS•' :/9�6 - L E C O Ipa. A S S A BERTHA HVTM Accordion Shutter System KV. MALE 61 W/ OR W/O MV. WWW MADE AmerIcan ShuHar System- IILILNNION _= STATE OF TILLR TESTING a ENGINEERING COMPANY AeeOC101tlOn. Ina. + aD 11-lax aaas Na aa. a a amwou aW Waa evm+ aai 4268 Westroads Drive ap -.Ofl 1ONALEI;G.a0 -i ui.w ma�--�t-Iss1 Ww,tR®-DDo6Tt9L. Pa; Weel Palm Beach, R J3407 ay'w",,, .P.E. M10OF20 S�If!N9A51vA�URE/DATE 11RIA Ia: "1n 5 MA%IMUM SHUTTER SPAN I 'L+' OR 'L-' (ft). FOR INSTALLATIONS W/ MM@MATE5, ® & I& or W/ ONE H.V. LOCK 0 or or o HD LOCK (a W/ NO LOCKING®ODS orr CENTERMATES ® & ® W/ ONE HJ 'r LOCK 0 W/IWO LOCKING I RODS 0 TOP & BOTTOM SEE NOTES YAWM I� ( 4�) 0a1aElE & HOOD 0URTl�LAyl/1aA WNL NOINIBIG � Y )NINGCFIldp 14 00 L- L- ]0 OR 16'-0' 16'-0' 6' l-0 I6'-0' 35 14'-10' 14'-1O•.. 15'-Y I6'-a" Q 13'-to' 1Y-10'I IP-I' 15'-2' 45 IY-1" IS• -I' I3'74' IC-Y 50 12'-5' 12'-5' IT-6" IF-r 55 11•-10' tl'-10 If-l' 12'-11' 60 114' 11'-P -1-1 '-7- 1z'-4' 65 la•-ta• IV -ID'. It' -I' 70 10'-0' IW-6' IV-9' 1V-5' 75 10.-1- 10•-1• lo'-r IT. -I. 80 9'-10' 9'-IIY I l0'-0" 1w-w 85 e'-0' 9'-0' V-9' I la-5' 90 9'-5' 10-1' 95 91-0" 8'-9" V-2• W-10' 100 '-9' S'-4' 9•-0• Y-r 105 6'-r 7d-11' B'-9" 9'-4' 110 W r-r 6•-7' 9'-2" 115 W2" r-3" 6-4' W-11" 120 W-o' W-1I' e'-2' W-9• 125 7'-10' 6'-Y W-0' W-5' 130 T-0' 6'-Y 135 7'-7' E-2" 1-9' Y-9" IQ Y-5• Y-11' 7'-7" Y-6' 145 7'-3" 5'-1. T-5' Y-0' ISO 7'-2' S'-r 7'-P 7'-0" 155 V-0' Sp-S. -Y 6•-9' 160 W-11• 5•-2' 7•-l' W-7' 165 6•-IO' S•-r 7'-Y 6•-4" 170 W-9• 4'-11' 5•-11' W-2' 185 6'-Y a-6' W-r e•-6" 190 6'-r 4'-5' G'-6' W-6' 195 W-Y 4'-Y 6'-5 5'-Y 2 W V-2' 4'-2' 6'-4" T-3" 245 6-1' Y-t• e'-Y 5'-1' MNSMUM SHUTTER SPAN* 'L+' OR 'L-' (N.) 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Nc+ulmfM IrISND CONCRETE & W000 MANSORV WALL A. B. C. D. E. M. N. 0. P. 0. MOUNTING F, K & L R. S, & V. FLOOR/CEILING G, H. I. I1. J T. U, W & K MOUNTING & M 0 NWMUY SMRiR Wm -L+' OR -LMR D4TAWR0N5 TIRO WOW SWTL BE LIMITED TO IDS PO. &S.D. DESIGN PRESSURE RATING. t HV CORNER CFNIFRWIE I] WY BE I6m AT ALL MWNIING INSTAW1pN5. LO w SPECG1dT10N5 SHAH BE AS INDICATED ON MANDATORY WNDITON /2 NOTE j5, SIEEr 5. ttEXEEYT THAT I Uk SNITBt SPAN 1+' W 'L-1 AND MA10TA61 A D. DESDIG Ff6'4lnE PATNG FOR NSTAIIATI0NIS INTO Ca1fYRIE OR E HDCK SHNI. W L AS FRIARS t- CONNECTIONS TO KEYSTONE MOUNTINO LIMITED TO +64, 72 P...f. AND 8'-0' SPAN, SEE MOUNTING Y&ON SHEET 7. SEPARATION TO GLASS SCHEDULE MINIMUM WIND ZONE ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1. n HV BLADE IL EC016IG. - TACT TESTING & ENGINEERING COMPANY ** � tsss Ka aw s4 sx wT. vaw4 cN+lon. naml N I3J5m7mt�I SIaW-:(�YtlwI-1ST1 Uhur 74 i rt m Na I wa, A.&S.A. American Shutt*r Systems AsxlaHon, Inc. 4268 Westroaas Drive West Palm Beach. FL 33407 (1) Li: MAXIMUM ALLOWABLE WAN MR A GNEN POSRNE &S.D. DESIGN PRESSURE RA11NG. L-: MA% ALLOWABLE SPW1 MR A GrEN NEGARNE &S.D. DESIGN PRESSURE FbUING. (2) PROCEDURE TO DETERMINE "IMUM SPAN FOR WAL momnI GS ow/earrm) OR n /cBuNG aN01 A POSRWE ASD. OESiGN PRESSURE RATING. DETERMINE MUGwM SPAN'L+• FROM 3]IFARE rNNQI A NEGATNE ASD. DESIGN PRESSUE PARING, DCTERYRE IAQDWM SPAN 1 FROM S(HEDNE FWL uAMYW AIL0WA9E SPAN IS EWM. TO WE M90NMDE DETDNRED SPAN ff1wTv1 'L+' AND 'L'. (3) PrtOCF]KYE TO LETEWANE mvIIwu WAN MR ODNBIRMIONS IN BEINEEN WALL M0UNfIN05 W/ FLOOR/CBIA'G MOUNTINGS: FOR A GNEN POSRNE AS.D. DESIGN PRESSURE RATING DETOW1NE1 LI+- YAV. SPAN FOR WLL MWNTHM INSTADATKNS LRM 11A%. SPA1 FOR FLOOR/CEYING MOUNRNG NSTALLARONS. MR A C4JFR NEDAINE AS.D 0ENGN PRESSURE RATING: DETERMINE L, MAY. SPAN FOR WIT. MWM 06TA TON& LI,- MAR. SPA! 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UNG C IWSRNk pI01NEERINa [bYPANY AmerIcan Shinier Systems Tf TEoacNWlm an owrx ar: Yi NO®, AWeoctation, Inc. 1 Q➢ 11-I92 4 IJ/1J WL 4/IJ is (aOJ)er1_1JJ1 4258 Westroads Drive 2 DRAµg West Palm Beach, IL 33407 J 46 NC No NGOHS ' "9yy;�NAL EN1 WuE W�+1� 1. 1e a SHEEP P.E. SEAL�SYLWiAYURE/DATE . 17 OF 20 —c"ne au5 =-- i END INSTALLATIONS In HV BLADE OR f6 WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 101 n m`:i a N 0 F[ G J O k F O J E O L 4 F b 4 O L O F [ B { F NI1. Ii. 1I END CONNECTION DETAIL ® END CONNECTION DETAIL Op N T// M .f . HI •. Ii_ 0 END CONNECTION DETAIL . ameeR e" wx>sua nmvm I:w u'.r ♦ SEE llll�[R1pN5 OF USE MR R/.9E 1(yi aN SNEET 19 IL ECO, k ENG TREIF TFSfINO INEEWNC COMPANY acs as Sea a>_ m. 5W 5sIN :vNG nan.5 nt Fm : (seWf,-IS]I o-.ac Immoea.ev.. s-0menv WL AIWIi i1R✓D15 Va j NIB) A.S.S.A. AmsFlsun Shuttor Systems AssocicNcn. Inc. 4268 WeWoacs 09ve West Palm Beach. FL 33407 N,,. , a 1 9 s s 5 6 =15 FA9nIN I & 51R4LY• R BERTHA ordion Shutter Sy Al W/ OR W/O KV. WWN B N. 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M A a"s W (F)NLMIYBDIIAIE W WNTaS ® s a WAUD SG 1Nq V89 FACE TIE NIEA9R Or 1tE 014wN0 eeae Pp01FFIFD. M' rBVroW� N1,' vm � ONLY NST.WID N1D UXIID 191ID A M' SETRC 101 IDTD BY ASS1, ptC 8. SFE NApO SPIfLC ff1RA8F fat pb7lulAnOM df0 \DBD NYl¢ 2 BLLDA GN 9EFT IY AS NNm Bt 5'AY ND DF.vaI ILN (SFE NUIEe f A ABT£). T. SE NOWT WA SAE MNSWWI0681f0 f91pII0 tlYKYETE OR CaIOtkTE 9DIX WNE ON 9Q19 11 A 13 AS 1➢NED BY SPAN NID aSW! wN (YE NOTES 1 A Y ABQhj. S wlllplY SPN411O1 TO GUS..., RN Am E-les. N1No Z YNwY SmNUlio11 To tlAA MN S 1' 4 nu A.S.S.A. Amerlwn Shutter Systems Asssaletlon, Ine. 4268 Westroads Drive West Palm Beach. FL 33407 Accordion Shutter System RV. 3" 01 W/ OR W/0 KV. WNWN 9AOE No 61 1 t/aY onss• ACE 0Yiry ASN A-6U ML 6�66LY. IRTK 611ID5 iU IV O.{. CASTINC O o s; s.c/ o e• oc n Py WN. SFPORAIM]N ro clnss - � (s¢ sasnuLE) I � 1 # MEM-1" AND GONDMONS OF USE FOR 1 HV BLADE ACCORDION SHUTTER SYSTEM INSTA IATTON TO MET I SnND INII. 1. MAX A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psO 2. MAX SHUTTER SPAN: 84• 3. ALLOWED MOUNTING: M© ON/T�HIS SHEET. 4. ONLY ENTERMATE 21 W/ u4 HV LOCK ARE ALLOWED WITH 21 ARRANGED A ETRICAL LAYOUT. USE 0 (2) (6" TONG, MINIMUM) MUSE ALWAYS DE INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF CENTERMATE. . e B �'.1'.; Y,•'n� �= 4"I` BIADE SLACK DETAIL FIVE IS ALSO VAUD FOR 1/2' 12 CENTERMATEQ APPLICATION WITH BLADE 10 -- y dab 1wIX "� B 6" O.C. MS WALL HEADER/SILL INSTALLATION e• ac MATES ©t y2000"Nn•.r ® J A'e NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE J-om• tloz WIND ZONE MINIMUM ASTM E-1996 SEPARATION TD MASS QITNaW + I' (qo 1/474-20W 80LT I THRU 3 1" MUST PENEMTE a I" 4 4" u7J• '�• r 65a• g I/VO-20 THREADS ® 1 /4'0 BLO CONSTRUCTION PRODUCTS FAB—LOX ND COMPONENTS Na FINSN a .WVUum[ SCAE: iaP h fioTfOM) i1 1 3/1Y 6 1/4•s 0. ' UNIX M.. WI u 21 `�'" "L 1 21 � r 21 I LOCATED AT 1 ___ IN OER/gLE-M S 4 1 J 1/P Oro ®(6'6snJ 24 FFASIDE CONNEECTIOONN,TO TRACK (cant) 1/z• f*ro. r —"+• a 1/z• uAx. vAnc H1CA Bn BLADE SLACK DETAIL HVF FLOMA BUILDING = Non High Velocity Humicane Zone ITIi11011111a110 O 2015 F.4SIFAII NEf0. 6DPPLY. WC. `.otERA:Tit (jT�6. /� c c � BERTHAVTu I L E C O M MM I . Accordion Shutter System �y��•), Nv. BLADEE #1 WOR/ wI In I N MATE TIl1R TESTING k ENGINEERING COMPANY ARISfICOn ShMifK Systems wsli-19 art an N.I. m16 s.. .lfifi�. a fis. m ..�.6NLOLS nvm. vl Association, Ina 1 OLD 11-Isz 4 ❑ u sm 4/u 1s pp^i�o— nlv0 ; Om)nl_1510 , cm ; (Y6�1-15U1 4268 Westreads Drive a F(D� Qp. •��.� Walt Palm Beach, FL 33407 5 DI%AWUIC No 4r��Ss•••...... G\ IIX=k 16N >. P.G P.4 15-085 w( rof-e;DATE Itslaw Ue. /Mtn 6 SHEET E. ,,...w 6 20 OF 2 10/32017 Florida Building Code Online SCANNED Bpv T St. Lucie County BCI.S Mame j tam I user Regub'atloa , Motropl. I Submit Surcharge 1 statsareds j Pubuwdons I Pac Ecff j SCISSIU Map ueYs It Search j Fl rr Product Approval �- USER: Public User 'ro>35_s+x Proaud Aporwal Menu > Product or Aoplrndon Se "> Application ❑st> Application Detail 't24 x ;;�-,�J FL # FL21082-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ,... Product Manufacturer Dynamic Metals Address/Phone/Email 3201 SE Dominica Terace Stuart, FL 34997 (772) 872-8030 jua n@dynamirtnetal.net Authorized Signature Juan Martinez juan@dynami=etal.net Technical Representative Address/Phone/Email Quality Assurance Representative (4 Address/Phone/EmMl Ir Category .Roofing Subcategory Metal Roofing Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Flardcopy Received , Thomas D. Sullivan PE-55358 Keystone Certifications, Inc. 12/06/2026 Joseph A Reed, PE �� Validation Checklist - Hardeopy Received FL21082 RI COI FL21082 RO COI Letter of Independence-SullivanvdP /N Standard YSM UL`580 2006 Method 1 Option D "I4https.lAvww.ftoridabuilding.orgfprlpr app dU.aspx?paramavGEVXQwtDgsBacgO2%2bKwd6VPo6wOL6cYfl<GwkAXlV3d7pvr8wRuWAYo3d%Sd 1/3 0 0 i 10/3/2017 Florida Building Code Online • Date Submitted 04/13/2017 Date Validated 04/21/2017 Date Pending FBC Approval 04/21/2017 .• Date Approved 06/13/2017 Summary of Products FL # Model, Number or Name Description 21082.1 Dynamic Metals I' Nailstrip 1' Nail strip, .032 Aluminum, non-structural roof panel Aluminum Limits of Use Installation Instructions Approved for use In HVHZ: No FI.21082 R3 II Dynamic Metals I inch Naiistrio Aluminum L,pdj Approved for use outside HVHZ: Yes. Impact Resistant: N/A Verified By: Thomas D. Sullivan 55358 Design Pressure: +N/A/-168.5 - Created by Independent Third Party: Yes Other: Fasteners at 6' CC and 6" from ends. Evaluation Reports FL21082 RS AE FL21082 1 Eval Report 1.0 32.odf Created by Independent Third Party: Yes 21082.2 Dynamic Metals 1.5" Mech Seam 1,5" Mechanical Seam, 24 gauge Galvalume mated steel, non- 24ga Galvalume structural, roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21082 RI II Dynamic Metals 1,5 Mech Seam 24 na Steel rl.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Thomas D. Sullivan 55358 Design Pressure: +NA/-198.5 Created by Independent Third Party: Yes Other: Field Install Uplift DP: 16'OC, 4"ends, equals 168.5 Evaluation Reports psf (Includes FS=2) Comer Install Uplift DP: 8"OC, 4"ends, FLZ1082 R1 AE FL71082 2 Eval Report 1.5 24 m ch seam.odf equals 198.5 psf (Includes FS=2) Created by Independent Third Party: Yes 21082.3 Dynamic Metals 1.S' Mech Seam 1.5," Mechanical Seam, .032 Aluminum, non-structural Aluminum Limits of Use Installation Instructions Approved for use In HVHZ: No FL21082* R3 II Dynamic Metals 1.5 Mech Seam Aluminum rl.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-213.5 Verified By: Thomas D. Sullivan 55358 Created by Independent Third Party: Yes Other: Field Install Uplift DP: 16"OC, 4" ends; equals 131psf Evaluation Reports i Corner Install Uplift DP: 8"0C, 4" ends, equals FL21082 R3 AE FL21082 3 Eval Report 1.5 32 meth seam odf Created by Independent Third Party: Yes 13.5 psf (include S=2) 21082.4 Dynamic Metals 5V Crimp 26 go SV Crimp, 26 ga Steel, Galvalume, non-structural Steel Limits of Use Installation Instructions Approved for use HVHZ: No FL21082 RS II FL21082.4 Drawing Sv 26.pdf Approved for use utsitle NVHZ: Yes Impact Resistan : N/A Verified By: Thomas D: Sullivan 55358 Created by Independent Third Party: Yes Design Pressu : +N/A/-206 Evaluation Reports Other: Field 1pilitaliation Upilft DP: 16. CC, 4" ends, equals FL21082 RI AE FL21082.4 Eval Report Sv 26,pdf 101 psf (in des FS=2) Comer Installation Uplift DP: 8' OC, Created by Independent Third Party: Yes quals 206 psf (includes FS=2) Back lee - Contact Us I: 2601 Blair Stone Road. hIlahasae FL 32399 phone: 650-487-1824 The Stata of Fiedda Is an AvF50 employer. Conyri iht 2007-2013 State of nadda i s privacy Statement :: Adessib111N statement :: Refund statement Under Florida law, email addresses are Public records. If you do not want your e-mail address released in response to P public -records request do not send electronic mail to this entity. Instead, contad the otfica by phone or by traditional mail. If you have any questions, please contact 850.467.1395.'Pursuant to section 455.275(1), Florida Statutes, effective Odobar 1, 2012, roenscr, liemsed under Chapter 455, FS. must provide the Department with an email address If they have one, The emalls provided may b , used for offidal communketlan with the licensed Har wer email addresses are public record. Ifyou do not wlsh to supply a personal address, please provide the Department with an email address, which mn b , made available to Iho public, lb determine If you are a licensee under chapter 455, FS., please dick h ru pmduet Approval Accepts: - �. ®0E Credit Card Ir Safe ^„https://www.floridabuilding,org[pr/pr app dtl.aspx7param= GEVXQwtDgsi3oogO2%2bKwd6VPc6wOL6cYfKGwkA iTV3d7pvr8wRuWA%3d%3d 213 JB&B ENGINEERING, LLC DYNAMIC METALS, LLC co3 Savll 4c Er rlll Es 6P08 3IIver CA/esn terrace 2201 SE .0=1niea Terraec Wesret, Chape4 FL 38644 Slue3, Fi/ri4m 24997 Fhmle (813)546-1323 Emsait rSumlonong0pAuL/ FL Certtfieate of Authorization A30903 W rAa*=m Net CDVarage i I Par zl Comlap PanelProF7e 1740, I Moflurrd Y 1-112�ii00QZlm Hilo HWN fos IKi9 purl bond wo0w egwo. De .15worgrow ylil li.or .114 0OX& MN(IMUM DESIGN OPLIr7 PRESSURE-101.0 P3F s�°00a,aiD /S/aggg/ FASTENERS i0 BE SPACED 16' O.C.' PS VL Aga . t Ii�m MA70h1UM DESIGN URlFf PRESSURE-206.0 PSF C E N s ° ° Po FASIFNERS TO ee SPACED e' O.C. °•V e N 55358 m _ F d..t Name: DYNAMIC METALS. LLC o o� Proame: iact NDYNAEdIC SV CRIMP 26 GAGE GALVALUME D p It I 'S4i1�Fl.OROA BUILDING CODE STH ED. (2014) Project Addr : FLORIDA PRODUCT APPROVAL sF.A' g/s/ ■ r i a /® 028 NO. 218-1050 DATE: 04-12-2017 0 t i lac JB&B Engineering Consultants, LLC 5203 Silver Charm Terrace Wesley Chapel, FL 33544 Phone: 813545-1323 Email: TSullivaneng()_gmail.com Florida Certificate of Authorization #30903 Product Evaluation Report (111) (FL #21082A) Dynamic 6V Crimp 26 Ga. Galvalume Non-HVHZ 1.0 Product Manufacturer: Dynamic Metals, LLC 3201 SE Dominica Terrace Stuart, FL 34997 2.0 Code edition: Florida Building Code 5th edition (2014)-Building Volume Non-HVHZ Sections 1504.3.2 and 1504.7 3.0 Evaluation Method: Engineering' Evaluation (method 10) in accordance with 61G20-3.005 F.A.C. 4.0 Product Category: Roofing 4.1 Product Sub -Category: Metal Roofing 5.0 Product Description: 5.1 General Description: Dynamic 5vcrimp 26 gage Galvalume non-structural roof deck 5.2 Min Fy=50 ksi steel conforming and Florida. Building Code 5°" edition (2014) section 1507.4.3. Paint finish optional 5.3 Panel Thickness: 26 Gage (0.0217') minimum coated thckness 5.4 Corrosion Resistance to comply with Florida Building Code 5i° edition, section 1507.4.3 5.6 Width: 24" maximum coverage 5.6 Rib Height 3/8. majorrib height'(= 12' o.c. 6.0 Panel Fastener. #10 % 1-112" WoodZac Hilo HWH fasteners with bond washer at the overlaps and each panels center rib or equal. Corrosion'recistance per Florida Building Code &t edition (2014), sections 1506.6 and 1507.4.4 6.1 Substrate Description.1 layer of 30# organic felt paper or other undedayment compliant with FBC chapter 15 over minimum 7/16' OSB (or 15/32" 4-ply APA plywood) over 2x SYP rafters spaced no more than 24" o.c. Substrate must meet all applicable requirements and be designed with the Florida Building Code 5' edition (2014) • . 6.2 Design Uplift Pressures: 6.1 Field Installation 202.0 psf/2=101.0 psf (Fasteners spaced 16" o.c.) 6.2 Corner Installation 412.0 psf/2=206.0 psf'(Fasteners spaced 8" o.c.) 7.0 Code Testing Performance Requirements: 7.1 UL 560-06-Test for Uplift Resistance.of Roof Assemblies' 7.2 UL 1897-04-Uplift Test for Roof Covering,Systems 8.0 Performance Test Results Summary: 8.1 Architectural Testing, Inc. West Palm Beach, FL (TST 1527), Report #G1195.02-450-44-R1 ._8.1.1 Signed/Sealed by Joseph A. Reed, P.E. on March 17'h, 2017 8.1.2 UL560-06/ UL 1897-04 Field Installation (-202.0 psf) 8.1.3 UL580-06/ UL 1897-04 Comer Installation (-412.0 psf) JB&B Engineering Consultants, LLC 5203 Silver Charm Terrace Wesley Chapel, FL 33544 Phone: 813545-1323 Email: TSuilivanengagmaii.com Florida Certificate of Authorization #30903 9.0 Installation Instructions: 9.1 Per manufacturer's installation instructions and fastening patterns described herein 10.0 Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2014 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable design pressures listed herein. The design professional shall select the the appropriate erection details to reference in his drawings for proper fastener attachment to his/her structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2014 chapter 22 for steel, chapter 23 for wood and chapter 16 for structural loading. 11.0 Limits and Conditions of Use: 11.1 Maximum allowable design pressures listed in this report 11.2 Fire classification has not been considered and is outside the scope of this report 11.3 Panels were not evaluated structurally to resist shear diaphragm, axial, transverse or racking loads 11.4 Alternate conditions not specifically addressed by this approval shall be designed by a registered Florida Professional Engineer or Architect 11.5 The structural adequacy of the substrate bearing the wind loads superimposed by this product are the responsibility of others 11,6 Underlayment shall comply with the Florida Building Code Vh edition (2014) 11.7 Minimum slope shall comply with the Florida Building Code 50 edition (2014, including section 1507.4.2 and in accordance with the manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps 12.0 Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3) for manufacturing under a quality assurance program audited by an approved quality assurance agency. 13.0 Certificate of Independence: Pursuant to the requirements of 61G20-3 F.A.C, I hereby certify that this Florida Professional Engineer, performing this evaluation, does not have nor will acquire an interest in any company manufacturing or distributing products for which the report is being Issued. This is also to certify that this Florida Professional Engineer, does not have,nor will acquire a financial interest in any other entity involved in the approval process of this product 14.0 Certification: In the professional opinion of this evaluating engineer the aforementioned product, meets the requirements of the Flodda Building Code 2014 (5th edition), specifically sections 1504.32 and 1504.7 for use]arnetn66uNZ, when utilized within the limits of use noted herein. e </"6 5358 ° FA FL PE4%M„— I Total Pagesr.#y_ _ _ _. _ 92912017 Florida Building Code Online SCANNED v pit fi F BY St. Lucie County aas Homo i tog in 1 w: ,Pas au" I Haro,� I s�b.nrt ��:rs�e�l (I eu®,7t On"�'.s]I Feesterr I aasst-mi, I urn i warn 1 flea 4' Product AP USER: PbUm,FUEC ® P", d Pmtlua Aoomval Menu > Pmtlu¢ o, Aooricannn Search > A�oikation Us(> Appaeation 0¢biI 1 „3fi - 4�.5 .: Y - FL FL12512-R4 Application Type Revision Code Version 2014 Application Status Approved, Comments Arrhlved _ Product Manufa'dvrer Address/Phone/Email Authorized Signature AlphaPmTech Engineered Products, Inc. 301 S. Blanchard St. Valdosta, GA 31601 (229) 242-1931 bhayden@alphapmtech.com Bruce Hayden bhayden@alphaprotech.com Technical Representative Bmce Hayden ' Address/Phone/Email 301 S. Blanchard St. Valdosta, GA 31601 (229) 242-1931 bhayden@alphapmtech.com Quality Assurance Representative Daniel LaFace. Address/Phone/Email 301 South Blanchard Street Valdosta, GA 31601 (229) 242-1931 Ext 237 dlaface@alphaprotech.com Category Roofing., Subcategory Underlayments Compliance )dethod Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer e Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity TI RADCO LLP dba RADCO ATwining Company Quality Assurance Contract Expiration Date 07/02/2019 Validated By Locke Bowden ^ + Validation Checklist - Hardeopy Received 'Certificate of Independence y- S 4 COI APTI5001.12 C Underlayment5 Referenced Standard and Year (of Standard) f!� Equivalence of Product Standards Certified By ,. Sections from the Code 1507.2.3 1507.3.3 • https:/Avww.fioridabuikling.org/pr/pr app dtl.aspx7par--wG6VXQwtDgvG4Aty8UaHd14AS17SHtgcxQE4c)(seGl2yZSv5fEtwvg%3d%3d 113 9/29/2017 Product Approval Method Date Submitted Date Validated Date Pending FEC Approval Date Approved Date Revised Summary of Products FL* Florida Building Cade Online 1507.5.3 1507.7.3 1507.8.3 1507.9.3 Method 2 Option B 06/23/2015 06/24/2015 06/30/2015 08/19/2015 08/17/2017 Model, Number or Name Description 12512.1 . El aap � CoR Us :: 2401 BlairSt Road. Tail ha55¢g a 32399 Mane, 850da'1-1824 The State M Honda k an AA/Eep employer, c ht 2002 2013 St oe W46 :: W,a Statement :: Accessidlit SWte t :: Wand Statement hlWJ/wwwfioridabuilding.org/pr/pr app dtl.aspx7pamm=wGEVXQwtDgvG4Aty8UaHdl4A517SHt9cxQE4cXseGl2yZSv5fEttwgp/o3d%3d Oix a ..._ :.v .. .. .. S� S . 1, TECHNICAL SERVICES, LLC EVALUATION REPORT Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 (813)480-3421 FLORIDA BUILDING CODE 6m EDITION Manufacturer. ALPHA PROTECH ENGINEERED PRODUCTS, INC. 301 South Blanchard Street Valdosta, CA 31601 (229) 242-1931 htto://www.alohaorotech.com Manufacturing Locations: Valdosta, GA Quality Assurance: RADCO, Inc. (QUA1990) Category: Roofing Subcategory: Undedayments Code Sections: 1507.2.3, 1507.3.3, 1607.5.3, 1507.7.3, 1507,8.3, 1507.9.3 Properties: Physical properties REFERENCES Entity Report No. Standard PRI Construction Materials Technologies (TST5878) AEP-017-02-01 ASTM D 226 ASTM D 4669 RADCO, Inc (TST1987) RAD52.12 AC 188 Ramtech Laboratories, Inc. (TST6127) 13075-04-08 AC 188 PRODUCT DESCRIPTION Issued June 22, 2015 Year 2006 2005el 2012 2012 REXT° SynFelt A mechanically attached, woven polypropylene undedayment (nominal weight = 2.56 Ib/100f*) used an alternative to ASTM D 226, Type I and Type II roofing undedayments, REXtreme A mechanically attached, woven polypropylene undedayment (nominal weight = 2.97 Ib/100f?) used an alternative to ASTM D'226, Type I and Type II roofing underlayments TECHNOply A mechanically attached, woven pofypropydeno undedayment (nominal weight= 2.05 Ib/100ft2) used an alternative to ASTM D 226, Type l and Type 11 roofing undedayments TECHNO SB A mechanically attached, woven polypropylene underlayment (nominal weight = 2.00 ' IbJIOOft2) used an aitemative to ASTM D 226, Type I and Type II and ASTM D 4869, Type 11 and IV roofing undedayments APPLICATION INSTRUCTIONS Deck Type: The roof deck shall be constructed of closely fitted, solid sheathing for new or existing construction. Sheathing shall be installed in accordance with FBC requirements. Roof decks shall have no more than r/e 'gap at abutting: joints. Min. slope: 2:12. For slopes less than 4:12, the undedayment must be half -lapped a full 24' over the underlying course... Attachment method: Undedayment. shall be attached in accordance with. the FBC and manufacturer's installation instructions., At minimum; mechanically fastened;wilh min. 12 ga. corrosion resistant Ong shank nail with min. 1-inch-diameter corrosion resistant round cap to a min. _"-- -- -"" 3WInch`penetratign, fi—ox. at side and. end laps and 24' ox in a staggered pattern along the center lines printed. on the sheet. The side laps shall be a minimum 3° wide APT15001.1 FL12512-R4 Page 1 of 2 This evaluation report Is provided for State of Flodda product approval under Role 61G203. The manufacturer shall notify CREEK Technical Services ,"LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply vrmranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKp t+� xj ALPHA PROTECH ENGINEERED PRODUCTS, INC. YK Undedayments TECHNICAL SERVICES, LLC and minimum 6" wide at the end laps. The underlayment is Installed starting at the cave, with the length of the roll parallel to the cave with the printed side facing up. All side laps shall be Installed to shed water from the deck. Allowable roof coverings: Asphalt shingles, slate shingles, day and concrete tiles, metal roof panels and shingles, wood shakes and shingles LIMITATIONS 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance is not within the scope of this evaluation. 4) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 6) Deck substrates shall be dean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be installed in accordance with FBC requirements. 7) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 8) All underlayments shall be Installed with the roll length parallel to the save, starting at the save, and lapped in success courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 9) Contact the manufacturer when installing at temperatures below the minimum application temperature. 10) The underlayment may be used as described in other current FBC product approval documents. 11) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically fastened through the underlayment to the roof deck .12) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise' stated. 13) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code & Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. %1 tR V No 74021 11'. STATE OF : J� O� �<ORNOP N���, ' G. CERTIFICATION OF INDEPENDENCE. 2015.06.2 2 13:55:44 -04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, norwiil h acquire, a fnancinl interest in any ccanpany manufactudng or distilbudng products under this evduaton. CREEK Technical Services, LLC is not awned, operated, or controlled by any company ranufacturing or distributing products underthis evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest in any company manufacturing or distributing products under this evaluation. Zachary R. PriesL P.E. does not have, nor w0 acquire, a financial Interest In any other entity Involved in the approval process of the product END OF REPORT This evaluation report is provided for State of Florida product approval under Rule 61620-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply vio ranty, installation, recommended use, or other product attributes that are not specifically addressed herein.