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HomeMy WebLinkAboutEngineering GENERAi. -NOTES: 1.NFEAITIA N.V.AOI;ORDON SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCIIMIFM P.E.D. WAS BEEN VOWED FOR COMPLIANCE IN ACCORDANCE WRIT THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE lf1IS ACCORDION SNUIfER SYSTEM MAY BE MTALLUD AT HIGH VELOL'AY H ZONES. DESIGN MND LOADS SWILL BE DETERMINED AS PER SECTION 1609 Of THE ABOVE MENTIONED CODE,FOR A BASIC WIND&PEED REOUIRED BY THE JURISDICTION WHERE SHIRTIER WILL. IMLE CONTENT$ BE N8G1tLED WITH A DIRECIIONALM FACTOR M-0.85.USING ASE 7-10 FOR INSTALLATIONS UNDER 20.14(5th POTION}FOC AND SHALL NOT EXCEED THE MAXIMUM(ASA.) DESIGN PRESSIRE RATINGS INDICATED ON SHEETS 12 THRU 17.2a 28.28&2aOL IN ORDER 70 VERIFY THE ABOVE COMMON,ULTIMATE DESIGN WIND LEMS DETEREJINED PER ASCE 7-10 SIM BE FIRST REDUCED TO AS.R DESIGN WINO LOADS AREA 1: IN BLA M Q ,1%A BY MULMYIIG THEM BY 0.6 N ORDER TO COMPARE THESE W/MAX.(ASD)OEM PRESSURE RAWIGS INDICATED ON SHEETS 12 THRU 17.23.24.28&26A GENERAL NOSES SHEET 1 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.M.AS TESIED,WERE NOT OVERSTRESSED.A 33 X NCRICAM IN ALLOWABLE LOADS FOR WIND LOADS WAS NDL USED IN THEIR ANALYSIS BERTHA SYSTEM COMPONENTS 1-20 SHEET 2 H.V.ACCORDION SHUTTER SYStEM'S ADEQUACY FOR MND AND LARGE MISSIE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH!SECTION 1628 OF THE ABOVE MFNDONED CODE AS PER ATL SYSTEM COUPOA$NTS 21-37 SHEET 3 REPORTS-. TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 -HV BLADEI)FM14A1-03.(0718.01-03./1004.01-05,(1214,01-45,{0.1117.02-06,FOE09.01-10 AND FD210AI-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS, AREA ?- w gi ADF�AND('(� yyJ�W (�LAL�E -HV WINDOW BLADE @/OSOS.ol-DB AS TAS 201.202&203 PROTOCOLS AND 0725.01-08 AS PER rAS 202 PROTOCOL. . (Il(ta WHERE APPLLC" -HN BUDS 2))�10''4,2201-,OS�,A.SS PER,.TAB 201,TAS 202 MD TAS 203 PROTOCOLS TYPICAL SHUTTER E36YA110N 3 NOTES ON LOCKS SHEET 5 2.INV BLADE(DOID HV EIAOE(2)ATTE ENGNEEIED 10 WORK N UNISON MM EACH OTHER IN AREAS WHORE THE DESIGN PRESSURES TRNOrM FROM END ZONE 5 TO INTERIOR ZONE 4.EACH ISTALIATTON DETAILS A-E.CONC.REIE,/BLOE'K SHEET 6 WIND ZONE MUST BE CLEARLY RETIRED IN ACCORMIC£WHIN CHAPTER 30.OF ASCE 7-10 STANDARD.ALL MOUNTING.COMMONS AND FASIENEt TYPES SCHEDULES MUST BE APPLIED TO THE ONSTALLATON DETAILS F-4 CONCREIE/BUDCK SHEET 7 CORRESPONDING WIND ZONE THIS SHALL NCILIDE RMUYlfMQ85 FOR MN.SEPARATON TO CRASS.DallatANON OF WIND ZONES 4 AND 5 AS WELL.AS VALIDITY OF COMPONENTS FOR HN RUDE/ CEN(ERMATE DENIS HV SHEET 8 &2 ACCORDION SHURERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FIORIM REGISTERED ENCNER OR ARCHITECT RAM ON BUDDING COWMRATIOH AND CF7PSELOMATE AITERNAINNG.DETAILS}N SHEET D ASCE 7-10 STANWBG AND SHALL BE SUMM To THE BUILDING"FICIAL AT THE TIME POW IS APPLIED FOR. MA BLME&M LN WLNQOW SLADE ® ARE ELCINETRED To WORK N UNISON WITH EACH OWER UNDER THE MOM UMRA=m AND CONI TONS OF USE INDICATED ON SHEET 28. CENIERMATE DETAILS HD SHEET tD END COMMON DETAILS 1-6.CONCRETE/HUOCK SHEET 11 3.SERTAt H.V.ACCORDION PINS pN SCRDYSUSED AT BLADES 1KNOCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE F 14X2.75 AND i 14X7.73 RESPEC IV LY,410-M MINIMUM MAXIMUM SPAN TABLES SHEET 12 SERIES SUN,ES5 NSTEEL SCREWS WITH 1 O Ed YIELD STRENGTH AND 180 Tai TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA IN WtQNOSYE.O co NO SYSTEM AS MANUFACTURED BY ANCHOR SCHEDULE-CONCRETE&RM SHEET 13 APPROVED CORTINS APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PNS MUST BEAR THE MM MARKING ON THEIR HEAD. ANCHOR WIEDUI£-CONCRETE&BLOCK SHEET 14 4.ALL ALUMINUM EIIRUSIOHIS SHALL BE ALUMINUM ASSOCEViON ANDY AND TEMPER AS NWATED ON SHEETS 2 AND&MINORUM YIELD STRENGTH FOR 6083-TES ALLOY IS 31.7 W AND 35.7 kd ANCHOR SCHEDULE-CONCIRM&Ell= SHEET t8 FOR 6005-15 A11DY. ANCHOR SCHEDULE-WOOD SHEET 16 S.ALL SEWS TO BROSO ,E STAINLESS STEEL 304 OR 316 ASI SERIES OR CORN RESISTANT COATED CARBON STEEL AS PER EN 50018 WITH 30 Mol MRL YIELD STRENGTH AND 90 Hol MIL TEN= CR STRENGTH&SHALL COMPLY W/RDFM BLUM CODE SWIM 2411.3.3.4. ANCHOR SCHEDULEWOOD SHEET 17 INSTALLATION DETAILS M-R,wooD SwE'LT 16 6.80175 TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAT UESS STEEL WITH 35 Loi MINIMUM YIELD STRENGTH. INSTALLATION DETAILS S-X,WOOD SHEET 18 7,SEE THE FgLOMNC SHEETS FOR ANCHOR SPEQFIC/D10N5;INV MADE 13,14,15,16,77&2M ENO CONNECTION DETAILS 7-12&X.WOOD SHEET 20 NV BLADE .2a EAR BLADE 3 (D WORKOG 21 UNISON:13.14&16 AREA 3:,IJV BLADE CD ONLY &THIS BERTHA N.V.ACCORDION SHtRTEl2 SYSTEM BEARS A US.PAlaff F6'779,562_COMPONENTS OF INS APPROVAL ARE OCHERED,IN MOLE OR N PART'8Y U.S PATER FS'458,179 ISSUED TO TYPICAL.SHUMIER ELEVATION&NOTES ON LOCKS SHEET 21 EASTERN META.SVPPLY.INC. INSTALAMM DETAILS AA-GG.CONCRETE SHEET 22 9.FT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATIAC I D 70 DSURE PROPER ANCMAACE CONTRACTOR TO C£NTERMATE DETAILS HIS SHEET 23 SFA,/CAUU K ALL SHUTTER COMPONENT EDGES W04 RFMAN.1HRT FASTENING N CONRDNOUS CONTACT WITH THE BLILDNNG To PREVENT WND/RAN INTRUSOM END CONNECTION DETAILS 1-6&X.CONCRETE/8U7CK SHEET 24 10.EACH UNIT MUST BEAR PERMANEW LABEL N A VISIBLE PUCE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,7ENA T OR OTHERS,MUST PROPERLY(LOSE ALL MAXIMUM SPAN TABLES SHEET 25 HV AND HO CEN)MTES AND ENGAGE OR LOCK ALL HN AND HO LOCKS. ANCHOR SCHEDULE.CONCRETE SHEET 26 11.SMTiER N AIWACRAIWS LABEL SHALL BE LOCATED OH A REAMY VISts£LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL 1E PLACED FOR EVERY OPTING.lABEM TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING COCE AREA 4; Ftp( ENDOW BLADE ONLY 12.BFRDM FLY.ACCORDION SHUTTER SYSIEMI WSTAUATONN SHAH COMPLY WITH SEES INDICATED N THIS ORAYANG PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 10. TYPICAL WINDOW BLADE& WINDOW DETAIL SHEET 27 C13.(a)THIS P.ED,PREPARED BY THIS ENSINETR IS GENERIC AM DOES NOT PROVDE INFOt6M0ON FOR A SITE SPEOFO PROJECTS 14.WHERE THE SITE CONDITIONS DEIMTE FROM THE P-ED. TYPICAL SHUTTER ELEVATION SHEET 28 " (b)CONTRACTOR SO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND NSTALATIOM NCUDIG LIFE SAFETY OF THIS PRODUCT.BASED ON TRIS REO..PROVIDED HEMIE DOES HOT DEAATE AREA 5: HV WNNDOW,RLADEt ONLY FROM THE c6NOmom DETAILED ON Tim 00cuu R.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOWs RESPONSIBILITY. (e)THIS P.M WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEAS. INSTALLATION DETAILS,META.STILL WALLS SHEET 28A (d)SITE SPECIFIC PROJECTS SNAIL BE PREPARED BY A nORDA REGISTERED ENGIyEJ3t OR ARCHITECT WHICH WILL BECOME THE EOINEER OF RECORD(EO.R)FPR TIE PROJECT AND WHO WILL. BE RESPONSIBLE MR FOR REVIEW THE PROPER USE OF THE P.EO.ENOIM OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.ED.ENGINEER SHALL SUBMIT Ib NNIS UTTER THE SITE SPECIFIC (e)ORNGINLN.P.E0.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENOWER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE HDI High VeloCity Hurricane =One 0111 11///// ®20f5 EASTERN METAL SUPPLY.N0, THIS DRAWING SHALL ONLY BE USED TO i ,.�`�Q\�� A:.r1E rfrrfir �G�THA HVA OBTAIN PERMITS IN THE STATE OF FLORIDA 4 �� A■S■S*,A,. Accordion Shutter System AmeHcan,Shatter Systems V,He T Tt dM H.V.WD TE BADE a HEY.STAB 11 nLLIT TESTING& ENGINEERING COMPANY DATE DRAMR�' M.L SNA cAesectatten, Inc. 1 OLD M1-1u aJ13N5 OM1£ G.4 t3 15 EI63 k.Gl StAb.1L.5b.3011 Y4RI1M/eNIN6."ORM 331 pte":(305WI-1630.Fax:(305)871-1631 4268 Westroods Drive 2 DRAWING No ORION ,�.` a1iv° Lutec000a.m,l West Potm Beoch, FL 33407 3 .T ,F �rryr!s�S �G,\y��y' ` WALTER A TRW 41.P.E 4 1 5"'a8"f P.E. J 0 UL3fYt`DAZE �M U.F 44167 6 sNNE� 1Q7 WOW BADE • 4ED o J a6. S O HV SOLID RUDE O2 HV BUDS O8V UNIVERSAL FLOATERCOVERED UNDER US PATENT/ 179 COVERED UNDER US PATENT/ 5458179 QUALFIED&�RR USE W/ 6005-Ts ALLO QUALIFIED FOR USE W/HV BLADE 1Q&(J HV BLADE I6005-T6 ALLOY AND TEMPER 6063-I6 ALLOY A TEMPER ff��USE W/HVSEE UMRA710NS OF USE OF ELME®ON SHEET 28 _(I &(6063-T6 ALLOY AND TEMPER e' • Y AND EMPER -12 o85• r. , • (tYPJ .991• •.000• N 670' 2.228' 2 0 842 v� • 4 4 e,4 ? 71 .7 © 920 3. >` 3. QUALIFIED FOR USE W 1j� © tfp QUALIFIED Fes()i&2W W 9 HV NCH TRACK 3:750• 6063-T6 ALLOY AND TEMPER 6063 76 ALLO1T ANDOTEMPER OQUALIFlED FOR USE W HV USE w/ Hv / 1 HV- RAINGUARD BLADE 1 &® BLADE Q&02 ONLY. 6063-TS ALLOY ANO TEMPER 1• 191 19 6063-T6 ALLOY AND TEMPER QUILLIFIED FOR USE W/ HV Z070 BLADE 1 & 2. VARIES 1.936• 6063-T6 ALLOY AND TEMPER 1.917' ..08]' $ .083• 093' S• .100 •1 .080' - �• 67 • .093'•a 1 • 870 1.686• `A 670' •2Q- 03b2Of3.529• w i0'F7, 11 HV CEILING HEADER (D HV H—EAERZSILL 4 HD CEILING HEADERAILL 3.581, QMUFIED FOR USE W HV BLADE 1 ONLY, RED FOR USE W/HV BLADE LY O O 1© SHD CEILING HEADER/SILL / 6063--T6 ALLOY AND QUALIFIED FOR USE W/ HV ELME 1 14 HD WALL HEADEk/SILL SEE SECTIONS FOR VALDR1f.- SEE SECTIONS FOR VALDRY. QUALIFIED FOR USE W/HV gUAIJFlED FOR USE W 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER BLADE QONLY. 6063-T6 ALLOY AND TE HV PERO&O 6063-TB ALLOY AND TEMPER COMPONENT A 8 T1 72 µ� X Y t Ma x Y MN.t a2' 2• .125 1' 7• © 2• 5'MAX. 1/8' 1/8' -(D 3' 3' 0.090' ® 2• 5•MAX. 0.192' 0.192• HVO 16 I SJI1E ANGLES 2�Q CORNER POSTS QU ALUMINUM ANGLES � 2s• r woc. o.1so• 0.150• Nv�i QUALIFlm fo USE w/WFlED FOR•IISE W/HV QUAURED FOR USE W/ HV BLADE D& BLADE(1)&OO BLADE (SEE SCHEDULE 6083-T6 ALLOY AND TEMPER - 6063-T6 ALLOY AND TEMPER 6063-T6 AHOY AND TEN ER „1111Ittlltlttttt„' FLORIDA BUILDING CODE ton High Veloci Hurricane =One ����Q•.......••., /�i� ®2015 E761ERN META.SUPPLY,INC. uCENs..•.�9 BERTHA HV m ,A■S.S.A■ Accordion)Shutter System American Shutter Systems V.GIME 1 W ORW/O H.V.WINDOW BLADE&N.V.BIlDE TILLIT TESTING & ENGINEERING COMPANY n Lv. Stsc9wmt an DRWN W. M.L. >•�'�•'• �Q P ��.•` =3 N.N.30M SL.St.30%MOM CAROM FLORIDA 311 I1aaOCiGllcn� Inc. 1 OLD 11-N4 w/13/1s We 04/13/is �j Ptw (30.5)871-1530.Feu:(305)871-1631 4268 Westroods Drive 2 �' RI •�.M�� West Palm Beach. FL 33407 3 DRAWING No WAU RA.A.n°0°°iW Jr.P.E. 4 15-084 iLOf3M U../"167 6 SHEET H 028 P.E. SEAL/SIGNATURE/DATE .•-m _ • •0 7 4!FlVD BAgD�"An. 1�•m GOT .745' ( IYP.) 6�PAMW ? lum 7 .31 BRASS CdWDER BRASS ITI2IDER •� f m)(agww (atngut KAM • © HV CENTERMATE NV LOCK Hy to FIED FOR USE W/HV BLADE t ONLY + 7• QUIUJ}lED OR USE W/HV RUSE W/HY 6063-T6 ALLOY AND QUAAALLL111FlFlFlED FOR USE W/W BLADE 1 & t ONLY • BIADE�1 & ®ONLY. BLADE ONLY. ®ONLY. 6053-T6 ALLOY AND TEMPER ALIFlED FOR USE W/HV BLADE 1 ONLY 2W 0A _ C 5053-T6 ALLOY AND TEMPER ptMOL HEAD .7 ' 022• a SCREW 2.D % i` • •AF1ER R1YETING 1/ex--20 x 3/4" 8"E RnETLNc } S.S. jHtlA1BSCREW I Z4!#--20 RIVNW* SHMr M ERRI AWMSW(2024-13 Aem1 1ARWUAW FLANKVO Teat +� Ir z7Ed 7OaDRJI.PA�tW�tl�070S4 Of� PIAN ERM REWMM HV MALE "r IFMRMAYEHV ALTERNATIVE LOCK LOCKER FOR "T+J,Q�K GEM RtwIATE ®QUAUf7E0 FOR USE w/ HV BLADE 1 ONLY uy L lOCK CENTERMATE HV "X" LOCK ® QUAIJ Fog USE w Hv 6083-TB ALLOY AND TEMPER QUAUFlED FOR USE W// HV MADE(I)ONLY OUAtIFt£D F6R USE [1LADE(yONLY. QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063-T6 ALLOY AND TEMPER W/HV BUVDE O ONLY. 6063-T6 ALLOY AND TEMPER t.s at6/ 3 Q iM1NDERRN C11Oft 063` .063 2' KEY NDDM .214" .2t4` c "L MOTS'QL n �a1.125'M. 3HO CENTERMATIE WINO HD CEMRMM Wz LOCXINQ ROPo O QUALIFIED FOR USEW & 2 QUALIFIED FOR USE W/ HV BLADEQ), &(g) y . > M 6063- D TEMPER 6083-76 ALLOY AND TEMPER VARIES t2•MW. QUNJFlED FO W E t &(g) Go ALLOY NO TEAS OEtAbS itt/2' ua THl NOM OR MY CYUNDM tiS t7 1.6 MI * laa Lw.. LOCKING RODA ip•, � HD LOCK QUALIFIED FOR USE W/ HV BLADE1�&© � 8s " — BY REGENT KAI"ARE MORTISE LOCKS SIRES 2333 HOOK BDLT LOCK. 6063-T6 ALLOY AND TEMPER L'�� 3�1� �� ACETAL QUALIFIED FOR USE W/1PJ BLADE 10,@&(g2 INSTALLATION WILL REQUIRE A 7/16 THUMBSCREWS QUALjF W/ HV GUIDE &Q FLORIDAD S FO MENT QUAUFIED FOR U BLADE Q&© BUILDING CODE Nal High Yeteci k0rsccano Tone 0 2018 F151ERN METAL SUPPLY.INC. R..:.....,,,,, BEM�THA HVTw, CEN •fir'. .��.... IfG1E C O 7M.. �■S■S■A,■ Accordion Shutter System V.AIAIIE 1 W OR 0 N.Y.WON WX k M.WDE American Shuster Systeme DesORvrox DAtt au+n,W. M. STATE ENGINEERING � eOF TILUT TESTING& COMPANY a: " Aesoclatlon. ins 11-114u\tE I DLA -Tar Dylsps oa/ts is .p - ` as K+.sena a.se.sox VIRMURFm B(DExx -153LORGA 331614268 WeStroads Drive 2 Pho.;(aas)-ma.tT0.Fm:(a06)a7t-1aT1 DRAWING No F8-aoDwe7ftt9`� West Polm Beach. Fl 33407 3!44167 0 _S�7(rQe }i� \\� WALTER A.T0.LT Jr.P.E 4 S ^ �� P.E, 111;1, 70 aat+�t+i1`RF.f DA7i RGROA U. s SHEET a 3 Of 28 3/a•� 41 4 3 SHUTTER ASSEMBLY SCHEDULE FOR 3 HV 1 HV A ANLEY-0 BLADES. Q HV BLADE 1 3 ® HV BLADE 1A N N 3 20 HV BLADE 2 MQ or(Z 4" - 4 ® HV LONG RECESSED NYLON BUSHING E. 14 ® HV SHORT RECESSED NYLON BUSHING 315.0 ® HV NYLON HAT WASHER EXTERIOR , ® HV WHEEL CARRIAGE AISI 302-303 SERIES 41 4�- g 4 p, 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RNETS 3 1 or ( or �3 ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * REQUIRE ENTS) Q® or® I HV 2 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR 4 POLYCARBONATE IMPACT RESISTANT HV WINDOW Fx I® or(2) 1(SEE SHEET 27) I �® I ® ��s * TYPICAL SHUTTER ASSEMBLY HV P ® (1) FIV PIN®SIULLL ALWAYS BE USED AT ALL EXTERIOR SCALE: 3/8' - 1• EXTETUIN OR AT OR® B0 KNUCKLES OF HV ACCORDION SYSTEM W/HV 7D ORBLADE'S KNUCKLE. /0.324' • 3 (SEE NOTE* FOR (2)Hv PIN®MAY BE USED W LIEU OF®AND ONLY AT .048 QE i REQUIREMENTS) EXTERIOR BOTTOM KNUCKLES OF FIV ACCORDION SYSTEM W/HV@ BLADE WHEN CORRESPONDING TO RSTA-ATIONS-CC`AND-DO•, I SHEEr 22 •B1 I (3)HV PR®OR®W/1/2'O.D. 1/16•THICK S.S.WASHER SHALL BE USED FM DIRECT MOUNT INSTALLATION PER DEMIL X. WHEEL GARRIME DETAIL SHEETS 11 &24. ASSEMBLY LAYOUT N.T.S. N.T.S. `,Illttt1I111/ly//� FLORIDA QU1LDING CODE Mon High Velocity Hurricane Tone �.�`�Q�.••:••:..•. /p�'�.� 0 2015 EAVERN METAL SUPPLY,INC. 4\GENS+' ;✓9 __ __ IL ECO A�f�'�S�A� BERTHA NV Tu Accordion ordion Shutter System merlean Shaffer Systems HV BIADE 1 111 OR o o Itv.VNIN wx&KY wx A l�*� ill TILLIT TESTING 3 ENGINEERING COMPANY DESC47M an DRAWN BY. M.L. Association. Ina. I OLD 11-1u -e�'•.'Q ��� GM MW sem.SL.U..US.WraaA.ouloaa.FLOM JWI W113113 a1E Oa/13 1s vv�•A, -0000719 s/a111ALE � Drive —.d7®lb,-9m )e7t-tsst tyest Palm Bea ha4268 9Fi 33407 a DRAWING No /11iIIIIIIIII0 WALTER A TUlf Jr.P.E 4 15-084 P.E. SEAL/SIGNATURE/DATE FLOROA U.0 44107 a 4 H E * *NOTA ON NV LOCKS, AND CENTERMAM A 0 C a t.MNPXI JOf COF711TION it-ONE HY LOCK Q or I SHALL BE USffi AT'12 jOF SUtrI M SW'WPM!PDR ANY SPAN ELEVATM HYHY LOCK or MAY BE USER AS MlFIDE OR OUTSIIDE LOGOR Ir AM S.ATUZH D QS T ANY OEttt£RNAT£S W/{21 t j4•f-20 x t j2•LONG RAT HEAD S S.MS LOGTION OF LACK SHAD QE AS DIGTED ON 7Ypi�GJLQ'MSH�U,iIE€t ANION. LAOKS¢¢,84OR Y&E tfSE ASMAAN NSW OR OUTS OE Oft LOCK.CCOHNIECTIC11 OF LOY L TOUCEMFRiN7ES OR®STALL BE AS INDICTED ON NOTE{t)ABOVE; LOG'�p�OF LOCKS SHALL BE AS INDICTED ON TYPICAL SHUTTER ELEVATION. 3. �) j21$USEDWIiYAD N V lOCXST LOCKING RODS AR£HOT LTEttUIRED AT £POStRON 8UT MAY 4 as 0 aa�4} "•® �E USER IF DF:SM TO ENHANCE SHUTTER PER LOCKNG RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSRLON). ii 1? 4. #�ONE}MY RACK BE USED AT CORNER CENTERM IES FOR ANY SPAN ANO R1StAUATKSNS AT ANI&.ETArATKIN.NV�4 or raF 4f BE USE)AS AN'WISIDE OR WSDE LOCK, AWAD"TO®CORNER CENTERMATE W/{2) 1/4 fl-20 x ill'LONG FIAT HEM SS.MS.TYIO NEwLG RODS Q AT TOP&807TSMI SHNt 8E USED.LOGTKffii C1F LOCK SHAt1 B£AS INDICAIM ON TYPICAL SHUTTER EINATSON. $ MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHOT 12. =M ALIM11ITIE 10 MANDATEIRY a � EF ONE ALTERNATE HV LOCK MAY 6€ W LIEU OF NY LOCUS a FOR ANY SPAN ANR ' V' > DIST 710NS AT ANY ELEVATION.AL ®LDCI% MAY BE USED AS AN OR OUTSIDE LOCK.ATTACH4ENT N e�� OF 1/4'i-20x3/4'S.S.THUMBSCREW 1D OR CL7�IIERM RTES SHALL BE MADE W/ 1/4'0--20x3/4'ALUM. i Iy � g 13I3 RiVNUr AS SHOWN ON SECTION HW,SHEET e.ON LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO i r7 S.tEsa �_ LOCKS AT 1/3 OF SHUL'IER SPAN. — 41 ;KOTES ON HV Of DOCKS AND CENTERMATES, I.SMM&A==70 NAMPAMFIX QMWMZ#I Y"MY MR IN*r Low 0 im Cmmaum AM SF EYtO ONE ALTERNATE HV•T'LOCK MAY t3E I IN LIEU OF HV LOCKS OR EOR ANY SPAN AND SEE DO 1 ALLA! AT ANY ELEYATKIN.AL_ LOCK Y BE USffi AS AN RLSN£OR LOCK.ATTACNMEtr DEARS ON • e T E N / ! x t o f 4 R Y • X OF LOCK INCLUDES USTtG REiNTORCiNG AS SHOWN ON SECTION HJC.SHEET 8,WlOt2i MUST BE SHEET 11 EYP. CONNECTffi TO CENIERWTES®ANO®W/ 1/41-20 x t 1/2'LANG SS.THREADED ESOLT W/7/81 x 3/32` EutL NEIC1iL wWON, oR WI t j4's-20x1'S S AS RANO A 1/41x Blit•RIVIEUT.LOCK MAY e£INSTfit1 ED AT WDSPAN OR 12' OF CORNER MAXD/UM ABOVE AND BET.OW MIDSPAN.USE OF 1NY)LOCKING RODS TOP AND BOfOM S MANDATORY. CENTERMA7E 9108 II LOCKS_a31 • � 1• .l�i1E811Es- Aik511 WiL •ONE ALTERNATE ND LOCK MAYBE USED IN LIEU OF �eO s QOiQrO s�a HV LOCKS 40 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE 10 LOCK 0 MAY BE USED Rr9OE OR OUTSO LOCK AITACNMENT OF HD IOCICWf TO IS W/3/8 x 3/E'F.H.=MS..AND INCWDES a • a REtUFORCElENT ilLTRT AS SItOWN ON SE01101tS HOB- AND SHEET 110.LOCK MAY BE DSTRIM AT MISPAM OR 12'MAXOIUM BELOW OR ABOVE MIDSPAN.USE OF Loctm RODS 0 is COIPIETLLY OPLgNAE_ TICALn MV BLADE SHATTER ELEYABON N.T.S. . uuNI1u1 FLORIDA BUILDMN6 CODE 16 High Velocity Hurricane Ions A. J(L V'/1 9 2015 EASTERN METAL SUPPLY.INC. --� ;,_,.. BERTHA HVTM, 1 0 �Nr. ,A■S.S. ,■ Accordion Shutter System ' JIX MIs X h W OR 110 KV.VIBm MtIAOE&H.V.wx American ShuHer Sydame _IkDEStlEPM wr WAYN erx ALL /"xnli f}�l TILLIT TESTING & ENGINEERING COMPANY Asaaciatton, Ino. i ow»-�a !!,MWe 04/14/15 OM Nr.3a Sr.Sm 30%YmWM Gkwm nOWA 331 Pnaro;(30S)e'Ai-1530.fax;tsos)971-1331 4268 Westroads Drive = ssaA'At EN .`�` i Li hoer NG No West Palm Beach, F! 3340? s 15w 0$4 P.E. SfAtf S�L1�}iATURE/DATE s SHEET. CREM FOI>REa -�� POURED OR OCONCRCONETE OLOCK CONCRETE RE0l11Rm 1CONCRETE ANC}fOflS REDiARED CONCRETE ANCHORS L/I ' SCIR S.S � { ANCHORS fy SkEEfS 1 (SEE SCtEDtITE ON _- REtYS (SFE ScHfOLIE ON 13) ll�� SHEET 13) t2"O.C. 1'n. 1//4'i-20s3/4*S.S. OR 18 'E Eq- WgiWE USING;I/V-20 HM O 12'O.C. 2 � ,� 0.+ /• 250"UML _ �- 3 OR 5 l'J 011 V e : D 250"lime. 0.s f 250' ' E 1 OPTIONAL t I I ' `-OPIIgt,U11 1 1K WNW01 10 cum M Saltam I`tl eM OR MN.sEPAPAT)ON TO CLAM i F3OSTWO + evttsmn� i WN.SEPARATION TO GLASS I 1 OiASS�{�����S'�T 12) -(SEE SCHEDULE ON SHEET 12) 1 EklSRRNG � ' i HV WALL NEADE HV WALL HEADER lNSFALLATlt3N KV WALL HEADER-INS?ALLATIdN EJtl$tfJG SEPARATION 1 1 OR W r E 1 (SFE EE LE sCHEWON SHM E7Er 1 t2) i tJ1N.5EPA1tATpN TOW 1 CLASS to ra7R Ejq 0 � (SEE SCHEdUIE ON SHEET 1 z) i m aur ae�t �lyy ' f aADM(D3Qg n �OPTIOWU. ' I{pHRI f OPr10NAt i' := 1/4'Ul- 13 aR @$ /2' 1/ 3 on ""e --- 1/4'0-2013/4"SS. PHILIPS TRUSS HFAD 1/4'/-TOr3/4'S.S.PFOl11PS 1 18 MACMNE SCRVAS USING CONMM ANCiOks CHOT1tU55 H 11 VC18NE SCREWS CRETE ANRS i' t/4'-20 NUTS a 12"O.C. (SEL SCiEOULE ON w/1/4--20 NUTS a 12'O.C. C TE (SEE$CREaUt£ON SHE£i Lye• oR CONCRETE 81= SNEEr tJ) OR OLM ANCHORS REQUIRED Q �"m"LE ON HV W �. ILL IN ALLATlON POURED CONCRETE SHEET 14) OR CONCRETE GLM WALL REOUIRm HV WALL SI LL INMUATION DOW MR COMBINATIONMUSEINSTALLATION DETAILS W/ 1---SEE SHEET 4 FY7R TYPIOV.SF1UffER s E ASSEM .o DISOVICE SEE VUAATIONS Or 22-UOUNIIY NG SWIONS CAN BECOMMM (SEE SPECFICATIOW ON SHEET 14) •BLADE WON SHEET 28 FOR HV BLADE ' W ANY WAY TO SUB ANY DWALL710N. FLORIDA BU NG CODE on High Velocity Hurricane Ione ........... '1!4!ff, ®2015 euTFRet tJETAt SUPPLY.INC. GENS BlETHA O/ITLECticAmS.S■A. Accordion shutter HVsystem stem v,WX i w OR 110 N.V.WNDOW SM&N.Y.SAW TILUT TESTING & ENGINEERING COMPANY AmellCatl Shutter Systems orsHiiw MR GATE I DRAW By' N.L STATE OF 4 alas Nx.aHul.91,a. 30s ti rRmas.FiAILLIt ate AsscctattOtt. Inc. t oto 11-tu !!nV5 n1m 04113/1 S f—L, ORIU 4G Ftw :(305)871-15x.Fex:(x0)871-1531 4268 Westroads Drive 2 �`'. •-tom:tatec000aa�n West Palm Beach, FL 33407 a DRAWING Na �'��''4`7;1`r�CNAL E�U.•�`'` WN.iFRFB.TMUTtJr.RE 4 15-084 P.E. t+jdY(SMl'i�REjOATE �o 441sT 5 41 SHEET POURED ANCHORS r— CONCREIE (CONCRETE ON SHEET 14) i WL O 1 OR O ! 1 rta ee�Ntaon ir CH REWIRED EDGE of ;12 IR top 1 ' ��a SW IF CH APPLICABLE E7aS11M4TASS�I No 14 /10x3/4•HETI i ' EJ051NC i ANCHORWASHER HEAD i LOCATION WASHER SCREIYS O i 11 OR OR 15 6 i a W EDCE 1CONCRETE AN ' 8 OP •T ©+ 7 ; 3 (SEE SCHEpULE + APPLICABLE SHEET 14) E=OF EKSM ­ �1 SLAB IF Cl/ASS i IF /i 1/2 I 1 EDGE OF APPLICABLE SLAB F A s v� O• APPLICABLE D. HEAD FLIT HEAD CONCRETE ANCHORS ttlll FM „ —jib , 1 OR ®O REQUIRED F1AT HEAD CONCRETE ANCHORS REWMED (SEE SCHEDULE ON SHEET 25) SJOIS De® E D. (SEE SCHEDULE ON SHEET 15) @.TENCH INSTA TION �I HV WALK—OVER INSTALLATION VALID ONLYft FOR UP TORS M PSF ER O t PRESSl1AE RATING&FOSPARS PL:xx ® HV CEILING INSTALLATION SCHIMME/3,SHEET 12 CONCRETE ANCHORS (SEE SCHEDULE oN s> Er+s) xw.mww10A , O E70SDNO _ mmAf IXC —'I +n sripov+m axn 1 ' mmic jo GLASSIT 11A3oR QHEX WASHER/14x3/4' HEX HEAD I SCREWS OTER SCREWS O9.O.C. A ___ '12'O.C.OR t/4.n SS.R.S. i CONCRETE ANCHORS _ _ 6 + 3 14x3 4•SDS. W/NUTo9•D.C. i (SEE SCHEDULE ON 1 O 9.0.a T SHEET 15) --- }----' 7 Da 18 1/2• 1. /11x3/4•F.EL SD.S EDGE OF O 9' TD.C. I� 1 7/e• 1 7 AP CASLAB SE OONCRErE ANCHORS SEE NOTE 13(6) ORRETE BLOCKON SHEET 1 6) I D PouREO CONCRETE (SEE SCHEDULE ON ON SHEET t REDWRED oW ECONCRETE u.DCK .'0 © HV WALL WALK—OVER INSTALLATION CPTIa POURED 0 HV WALL FLOOR INSTALLATION REQUIRED Hv RAINGUARo_INSTAUMON t RIM* INSTALLATION DETAILS W/ NOTE FTTR tnueiNAT1oN aF SECf10N5: .E D._EDGE DISTANCE THUS� ��CR� (D HV BLADE AR ENTRANCE AN OPERABLE DOT ♦SEE ATHINlS OF USE FOR ' AS SFE SHF77 4 FOR IYPN•JLL SLRr11Flt (SEE SPECIFICATIONS ON SHEET`14) OR ENTRANCE BUIOE ON SHEEP 25 ASSEMBLY - 2-MOUNIIM SECTIONS CAN BE COMONED IN ANY WAY TO SWT ANY INSTAt3AnoN. muNHu FLORIDA BUILDING CODE on 11 h Velocity Hurricane ?one ®2o15 EA mtm KETAL SUPPLY.INC. BERTHA HV7 . I L E C O INC. A.S.S.A. Accordion Shutter System a e v BLADE J11 w OR 1/0 IM WM W BLADE&xx BLADE Shutter Systems 9: jE ;>f; TIWT TESTING &ENGINEERING COMPANY S�Pp1gX 0/rz DRA17/ M.L. OF mas NM 3WL SL,�,3�A+1cca a rmaa 1+nRUL�+ Association, Inc, H am 11-11! a/+sits aATE o4/ts 15 i PMrw:(305)871-1330.Fwt:(305)871-1531 4268 Westroads Drive 2 DRAWING No '' ;�NALENG�e.``\��� wlL7EF�A�19k PE West Palm Beach. FL 33407 i 15-084 P.E_. SEALJ '��1ATURE/DATE FIDS'u`' ate' S SHEET a 7 as IRS 11 & 2Q SM IRM ON LOMM MODS®.W L0=6 WO F—q] 'f Ne a,. INSTALLATIONS HV no&URtUTE W UM 0 ON SH�5. **W"W=Me&Hw Is VALM FOR AM BLADE HV CENTS RTES CUMUMTES AMAQ0N wn"8­0 Fo_uTl �a _ (D. �Z OR 2� SEE END CONNEangy (22 WALL EXWNG GLASS DErAILS ON SHEEFS 11 & 207— ----------- 7------------------ -- 3 I/ ---------- rxrxllIfo" 7' 7' AM _0 {toes-Te mow»W/M I Op WING SYMMETMA ArralE C,EIIE!%FS T S Ir S.K&70 Im wl LOCK Or TO GLASS AT EACH ANGLE FULL LIN". sEE 5F-—N-1 1 -Alp 7 Xro 5 V-0 W L NV OUT+@= B @ By-c— POURD CONCRM OR 0.0 0-GI-0.0- _HVA rcDmwm wz a SYMMETRICAL_ 6 7 MIR.SEPARAT, CENTERMATES @ 0. (Ser GLASS G _T SCHEDULE w tiv LjocK 66 ON SHEET 12) SEYAF_!N I M CLASS OFFIGNAL. (:ESCHEDULE W E ------ MT IA2) ou GO iv�G,r /I-, ---1 N L �)lljj AADIORS 0 FM C? I VAI I - 34 or OUT 6 11r VAX Sl" oz OUT \V (OffI F—) HVE HYD 11WDA BUILDING CODE on Itigh Velocity Hurricane Zone) 020 15 EAS M WAL,SUPPLY.MG. st BIERTHA HVym Accordion Shutter System A.S.S.A. WX 11 W!OR W/O IM.MON WX&KV.MADE rd Amerfacm Shutter Systems KV.kk RM un DRAWN Or M.L _IC TILLH'rMnHQ & ENGINEE91NO COMPANY Assockiflon, Inc. I aw li-114 04113113 WL- 04/13/15 em K%35to,St.$W.Wd.VOMM UAROM ILZIVA W161 Pfw.:(w s'' �F�.(305)871-1531 4268 Westroads Drive 2 — DRAWING No .......... West Flalm Beach. Fl. 33407 3 r.P�E 4 15-084 sloo WALTER A.TAW "no nDmA u. "107 3 SHEEr P.E. S L RE/DAIE a 8 OF 28 ONCRETE POURED CONCRETE OR POURED CONCRETE POURED CNCRETE ORO Q. CONCRETE CONCRETE CONCRETE BLOCK WALL BLOCCKK WALL REQUIRED EIIDCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED ANON �fl7 ISIM GLASS �IXISTiNO OIR EXESiRiG GLASS 2.UI' E'%SItNG GLASS O.C. _ 2'MIN. yTEO CL AASS(SLE ^tuR. � t E EQ TO aim(SEE 12 PCR BLADE SCIS Rw(SEE E T 1O CUISS(SFE SGE'DIIE ON SHM 7/16"0"MAX. ON SIM 28 12 fL(t 9ON LDATO � SCftFDLIE oN sfET 12 FOR BADE 4DAND '(soa3-Ta}CONT. BLADES ® GN sUEEr 2a LGR t/2' 2 FOR (DAND OTEE 25 • ON;Im' L'i1R ALUM.(LCL05LER t (mLD AT SICE' a),x-s0�� A�V(Lt E to ` ! 9enEx�h® T�'- eraoeLtDa Q1A °F U} of s) 11IJ 4 USE t'O 2"MAX. t t/2•UIN. �t0kt/2'S.M. ---- I10xt/2'S.M.s 1 _-- _ (AS APP 1Lt/aw-2" O ta'O.C. - a IV O.C. _—_-- ALUMINUM P ANGLE 1 4 ` (6063-7e AT NIDHEIGHT fS' (2)1/4'' TAPCONS ANCHDRS TO WALL t`O.C.(LOCATE AT g SEE OEM!.x 1 OR Q PsAE OF(4} SIDE CONNECTION OR OO �CCONNEEIAIL xCWN FOR �ORW .�- 1b TRACKS ��n pa s SEEroE ETAll-CONt CnWt 4 is 6 r a •®°' To TRACKS a d a 7 8 �+®^•i®J•(�°• To Twtexs �Q�-4�l•£�'©'fl°' ©2�•O•,©�«©•�O•,��,� ©�•(,[ -(04).•®- _tea p� ,r2,� 'tY'�°R+Ry'Y9�twJ"lJa `LY'v9��'l9"V•®' ®•+lY•'®'®•_k.7•��l'/ �+tY-®•�.'V`fl'" C END CON ECTION DETAIL E CO NE9110N DETAIL(5 END CONNECTION DETAIL POURED CONCRETE OR *REQ R SPANS GREATER TWW tr-e —————_�E)OSTLNR CLASS CONCRETE MWIRED BLOCK WALL EXISTING 4 f TO Guts(SFE E+1vEstDac 6.A t2•oa. ` jr �BII6O �& —_-_---_--- - SCHEVUL£ L( - -- ---_-'---- 8 0/�V�^ %W TO ( t BA CONC EO --- - ON SNE28W ANCHOR O 12 FOR BUAW oR\ \\t - -- - coNCRM ANCHOR Te" i 2 MIUL 0.C. __— _..__ 2 .. � OR 2"MCT. - --- 2'URI. _ --- �aIAOEA�NSS OF USE 2a FOR � �OR�OR� .fJiifJ. 5 1 oR (Ir OR �_� {+v{a)`O�®�•®� [AlL_X TIO POURED CONCRETE OR .:(�u�'r u aQn�.��l CONCRETE BLOCK WALL �• nQ�°'®•�©•�d REQUIRED ©•0 p0-O.O®- g'O•d�p©•tJ•®� 1 HV BLADE OR-4& HV WINDOW BLADE INTO �" 0•0 • "'•� CONCRETE OR CONCRETE BLOCK WALL fND CONNECTION DETAILa O•®�d�•Q1J�•®d0 �j�p CONNECj{ON_ DETATL�6 Q����®�•��Q FLORIDA BUILDING CODE Nen w h Velocity Nurricone Zeno ��'•v� N.TitliT`%,, t$2075 EASOM METAL,SUPPLY,INC. it"AIJ BERTHA HVA, X`-v — � A Accordion Shutter System TL C O�N�. v wOE ill w OR w/o N.v wwualy elAOE a i(.v.euo>:11 American Shutter Systema , Tu,t I DRAWN ar: JLL *: - TTLLT TESTING R ENGINEERING COMPANY STATE OF '� LarsR.w 3eM.5r.St..30r,VRGMQAFWs MORM331 Atsaootaflon, Inc. 1 ow 11-114 al+rAa DAM 04/13/15 Pnotw:(ae5lert-te50.Pm::(sos)ar,-1451 4268 Wastroads Drive a aNAWiNG No ®-onemoodmm West Palm Geoch, FL 33407 ± 15-08.4 ONAI. a�` FLORIDA LIM 44107 a SHEET OF 8 P.E.77b�'2f6Y(i181'1'OE DATE SCHEDULE #I SCHEDULE 92 SCHEDULE y3� MAXIMUM SHUTTER SPAN` 'L+'OR 'L-' W(MUM SHUTTER SPAN* 'L+- FR MUM SHUTTER SPAN*R.+' (ft.).FOR INSTALLATIONS Wl OR -L---(H.) FOR 'L-"(fL)-wsuLtmws TENOTES; @ &®or or{V INSTALLA'DONS W/ CONCRETE doWj ONE H.Y.LOCK @ or 0 or or Q� @ W/ONE HV LOCKS MANSORY N000 {t)L+ MA E1NM AlLONABLE SPAN FOR A Gr" HD LOCK W/NO LOCKING RODS or ONE HV LOCKor 1 or ASD.PCLSRIVE DESIGN PRESSURERATWGCENTERLAA�TES & Wj ONE 7-N "T' Wf NO LOCK RO66S OR W/ NO LOCKING WALL A B, C, D, E' M. N, O P, 0, L:MAX,ALLOWABLE SPAN FOM(A GUM NEGATIVE S MOUNTING F. K fit L R.S.&V. AS.D.DESIGN PRESSLIX RATING. LACK WjTWO LOCKING RODS®TOT & (SEE NOTE t) BOTTOM SEE NOTE FL00RjCERlNC G, H.1. 11 &J T.U.W &X (2)PROCEOURE TO DETERMINE MA1LiMUM SPAN FOR MAX ASA CONCRETE&Wool)ONSAL AT1ONS MOc"M CONCRETE h Wy.ASA CONCRETE NOUNDNG WALL MOUNRNGS(TOP/BOiIOM)OR FLOOR/CE8R1G: aERW *11STAI.ATLONS PRIMSUIEsA SMM.L MdRONG FLOOR/C�11.ING WALL MOUMOIG �� GIVEN A POSrRVE A.S.O.DESIGN PRESSURE RA71NG. WL1 Mou aRaw DETERIGNE MINIMUM SPAN'L+'FROM SCHEDULE (De ) '= (n'�) FLOOWfCEX11R:MOWING (i 91) FLOOR LMgXAiNG GIVEN A NEGATT:IE ASA.DESIGN PRESSURE RATING. L+ L- L t L- L t L- L4 t-04 DETERMINE MAXIMUM SPAN%=*FROM SCHEDULE 30 OR 16'-0' 16'-0- 18'-0' 16'-0- 30 16'-0' 16'-0' 30 16'-0- 16'-0' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE • ' ' 35 14'-10' 14--10" 35 15'-2' is'-1D" 6 MA7CMUM 94MER SPAN-L+-OR-IFOR MINIMUM DERERMWED SPAN BETWEEN'L+*AND'L`. 40 13'-10' L3'-18' 14'-r 15-r 1• 40 13'-10' 13'-10' 40 14'-2- 15'-2" ��TIONS INTO WOOD SHALL BE LIMITED TO 45 13'-11 X-I* 45 13'-4' 14'-3' 105 Pat.AS.D OEM PRESSURE RATING. (3)PROCEDURE TO DO MINE 1tAOMUM SPAN FOR 50 IY-5' 12'-5' 12'-6- IY-7• 50 12'-5' 12'-5' S0 12'-3' 13'-1' W/FLOOR/COLING IN BETWEEN WALL MQUN11NC5 W/F7.00R/ODING M(71MiNGS: 55 1/•-1a• 11•-1a' 1z`-1- it-1r 55 17-`-10- 11•-10" 55 11•-1- it'-17-' 60 1V-4' 11'-4• 11'-7' 12'-4' 60 11"_4' 11'-4" 60 10'-2' 107-11` FOR A GIVEN POSITLVE AS-0.DESIGN PRESSURE 65 10'-10` t0'-10' It'-(' 7-t'-/1' 65 TO'-10• 50`-10' 65 9'-5' IW-t' �,,,�� ��: 70 10'-6' 10'-8' 10'-9' 11'^5- 79 10`-6' 10•-6' 78 B'-9' 9-4' DETERMINE: _ 'I' HV CORNER CENTERMATE(3 MAY BE USED AT ALL Lt+-MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 75 /0'-1' 10'-Y 10'-4- 11'-1- 75 id'-1' IW-1" 75 8`-9 MCWNONG INSTALLATIONS.LOCICNG SPECIFICATIONS L2+-MAX.SPAN FOR RAOR/CER1N0 MOUNTING 60 9'-10' 91-10' 10'-0' 10'-9' 60 9'-10' 9'-10' SHALL BE AS INDIGL w ON MANDATORY CONDITION/2 INSTAZLAMONS. 85 9'-W 9'-e- 9'-9' 10•-5' 85 9•-e' W-6• NOTE:15.SHE=T S. FOR A GIVEN NEGATIVE ASD.DESIGN PRESSURE 90 91-3' V_r 9'-5' 10'-1' 90 W-3' 9'-3' RATING: DETE95 9'-0' 95 9'-O' 8'-9' Li-- MAXLi-- AK SPAN F'IXi HALL MOUNTING INSTALLATIONS. 100 W-9' 8'-4- 9'-0' 9'-7' 100 W-9' 8'-4' L2--MMX.SPAN FOR RWR/CEILING MOUNTING 105 W-7' r-11- W-9' W-4' 105 W-7' r-11' INSTALLATIONS. 110 e'.-+ 7'-7' W-7' V-2- 110 LL'.-+ r—r SEPARATION TO CLASS SCHEDULE T 1 s 6'-21 r-3' , 8'-4- W-11' 115 W-2' r-3' FOUL MAXIMUM Al l'LW, SPAN is -AND TO THE MMMUM BETWEEN 1f+',1z+','Lt-'AND X1.2--' 120 W-�or W-ii' 8'.-r W-9' 120 6'--D- 6`-I i' MINIMUM 125 V-10' 6'-B' e'-D- e'-5' 125 7'-10' e'-a' WIND' ZONE (4)GO TO ANCHOR SOIEDULE WRH FINAL MAXIMUM 130 r-a- 6'-5' 7'-7-a- W--Ir 130 r-a' 8•-5' ASTM E-199C> CJEPAROON ALLOWABLE SFAH AND NEG+ITNE A.&D.DESIGN 135 7-7• 6'-2• r-9- r-9' 135 7-7" 6-z' TO GLASS SPACINPRESSG.RE RATING TO DETERMINE MA?(LMUM ANCHOR sPACxNG. 140 T s' Y-11- 7'-7` r-6' 140 r--S' 5'-11' 145 7'-Y 5'-9' 7'-5' 7'-3' 145 7'-Y 5'-9" 1 THRU 3 1" 150 r-r s'-7' 7'-4' r-0' 150 r-r W-r 155 r-0' 5'-s' 7-2' 6'-9' 155 r--0' 5'-51 160 6`-11' 5'-r 7'-1' 6'-7' 160 6•-11' 165 e•-]O' 3'-1' 7'-0' 6'-4' 165 V-10' 51-1' 170 6'-9' 4`-11' 6'-1 Y b'-2- 170 W-9' V-1 r 175 W-7' 4'-9- 6•-9- 1 61-0' 175 W-7- V-9" 180 01-W e_w 6'-8' S'-10' 180 B-8' 4'-8' 185 6'-0' V-6' 6'-7' S'-6' 185 W-5' 4•-er 190 6'-4' 4'-5' 6'-e' S'-8' 190 8'-4' 4'-5' TN V g leo,p E - 195 8'_3• 4'--3' 67-57 S'-5' 195 W-3' 4'-3' \� 200 W-2' 4'-2' 6'-4' S'-3' 200 6'-2- IC-2- 205 ,- 4'_7-- 8-3' s•-1' 205 s-1' 4'-1- FLORIDA BUILDING CODE on (F h Velocity Hurricane Zone Fl�1i�AA'',,, A 2015 EMOM METAL SUPPLY.Na Pv.�j..Eiv" . �q•,,r BERTHA HVTM 11. 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MOUNTING I ©CEILING MOUNTING (H)FLOOR MOUNTING -t/4'r TAPODN oR TAPCON ITIIHD AWMICED nHRFAOFaaA LTa91BLTcr ANCHOINS As ILVAUFACNRm ar LT.w suanex (W� ft.3 SPAN -ij4'6:3/4'ALL POMNR S4LW-SET Nitl10RS�l�S OSSiR61ifED SY Ati PWNiS Stk4EX IOU•t SPEpK'Pl aCNPMif jfGt.ft•.3 tol (� AIM DOGS NEDA7ME IAM "MME HFTA1NE TMD -j/4'9 1111E TAP CCNtTtEIE ANCiOIIS W/TAP AS MANUFACIIIRID TY F7ARDA F1L5'IELNE'RS OBF.CT,MC(Trio.fa-2 Iml) 30 40 60 75 00 120 260 301!1 50 75 40 120 160 2M 30 60 46 73 100 11201160 205 TAPCON OR� - /4 TAPPER+ANf.1WF5 AS MANUFAG711RE0 81f PO�YVFttS FASII2ERS,INC.,ANO O6'IRMFD Sf ALL PON1S BONITO.BIX.T d SPEGIAI.TY 12 10 19 a a a 14112 i 9 6 6 6 1 9 e a e COi1PAt1t OR AFT!D7}fIt APPRU+EA LICA 8R AtlItORRaa VENDOR> iEflID tOaH 71+1 AME721U�t7 SHiFTTER 5�11ItS ASSOt3AT1DtL OTC. 12 10 9 8 s 6 6 14 1x 10 a 11 e 0 6 1 12 10 B[BIG e 6. ALL PO4Nf5 �� �•fa'.3 kd) lxt LMS 14 12 t11 9 6 a 6 6. 14112 2 9 a a a 8 14 12 l9 9 4 6 a 5 81,1,1E TN'W CTP Ups• 14 1. t0 0 a a 6 7 14112 f0 9 6 B a 6 14 12 10 0 6 O 6 0 A.1)WG MUM EMBEDMENT INTO POURED CONCRETE OF TAPCDN OR TAPCON WITH ADVANCED THRFADFORld TECHNOLOGY NMORS AED'TAPPER+ 441U 10,10 8 7 Da 34 14112 to 9 a a 0 6 14 12 10 O 6 8 9 a TOPER+ AN MRS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 t/2' $-0" 14 12 10 a e e a 6 14 12 10 9 a a 6 a 14 12 10 D 5 6 0 63 ` 14 t2 10 9 a e 8 4 14 12 10 0 0 8 a 4A 14 12 10 0 S 6 4 35 A2)MNIMIN EMBEDMENT OF 114'4 x 3/4'ALL FOODS SOLID-SET ANCHORS SLi1t1 8E 7/8'tNI4 ME POURED C6NCNTETE!D flNBFLUCELNr 14 AL2 10 a a a a 4s 14 12 10 9 8 8 a 53 14 12 10 9 S a 6 43 INTO STUCCO SHNL BE PERMlTt D.1/4'6-2D SS MACHINE SCREN USED SHALL BE 11/2'LONG M07MUM SHCA6D SRXCO Mg,AND 1411211010 7A 6A 3A - 14112, 10 8 8 6 D 5 14 12 10 o a 7 Al 4 + 1tYf[til01Bg 1�TDM 1"MINIMUM FOR Wu1s WITH NO SIUCCD. 12 1019 8 a a a 14112 10 9 4 6 6 35 14 12 19 9 8 8 0 4A MNla�� 14 12 70 9 e 7, 4 -114112. 10 9 a 55 a 14 12 10 8 S.6 6 3A 3 A3)IN CAM TMST PRECAST STONE.RW"CONCRETE PANELS,PAVERS OR ANY VENEER SE FOUND�EIOSnNI'WALL OR FLOOR• 74 >2 10 9 B 7A 45 -114112 10 9 6 a '6 45 14 12 10 9 8 6 4S 7e ANCHORS SOUL BE LONG OOM TO REACH THE MW STRUCTURE SIMO SAID WALL FWSI M 1iC SNNL tE AS INDlCJITED ON 14 12 BAITS 43 - - 14 12 10 9 5 7.6 65 4 14 t 10 9 a 6 43 35 NOTES At)d A2)ADW-FOR OWALATOFI4 ON VINYL SIDING LLA eM WON TA"TIM METAL STUDS COMAXT THIS 171 am-FOR 14 12 i0 0 9 e 6 - 14112 10 9 6 a 0 5 14 12 10 9 6 S.$ 5 3.5OMALLA7DN INTO EDS WITH META•STUDS SEE SHET Zak 14 12 10 7A 53 3 - 14 12 10 S6 7 5,314 3 14 12 a 6.5 5A 4 3 1 12 1010 B a - - 14112 10 9 6 LS a 75 14 12 10 BS 6 D 4 - (B) TD FIWO11 OR TA CO BLOCK(ASIC Cr90) 14 12 0 64 as 3 - - 14112 10 9 8 6A 45 3-S 14 12 10 8 1 6 33 -114'9 TAICOH OR TAINTS SOLID AOYANCED THRFADTO IS TECHNOLOGY AHO`POINTS AS EV.19 LT&S M I.T'W.BULD£?. 7 0. 14 12 Into 8 s - - 14 12 10 9 8 7 D 4 14 12 1019 7A 63 4 3 -1/419 x UE T All COMBS ANCt FT ANCHORS.AS DISTRIBUTED 6Y ALL P M F SCREW BOLT d SPEgU7Y COMPANY. 14 12 1019 a s 4 - - 14 12 9 7.5 6 46 3,51- 14 0.5 7 53 4A 3A - -Y/4 a TWE TAP ANCHORS HCR ANCHORS FU CAP AS OWERS FADtfD I FLORIDA D VIFNERS E111 BY NIC. .t4 t t 63 7 4` - - 14 12 10 9 73 S3 4 - 14 12 9 7 73 45 - - -t/4iF NNPPFRA YOTH AS ROVED UC NS BY POWERS ZED V TUBO INC,.AND D6WITH H A ALL PDMS SCRETI•SOLS d SPB MON, 14 11 7 65 4B - - 14 12 10 9 73 S6 4" •- 14 0 7 6 COMPANY ANY APPROVED llC AUTHORIZED VELDOR NDIi THE IOAERMAW SIDUITFR SYSTFJLS ASSOCN7ION,INC. B••-0• 4 12 t0 9 a a.5 - - 14 12 to 9 a 6 4 - 14 f2 lots as 5 33 - "arm 4 12 ea 7 SA 3 - - 14 12 a 66 a3 4 3 - 0.5 e a 4 3 - 0.1)I1DUI1111 EMBEDMENT IDD CONCRETE BLACK OF TAPCOH,BUIE TAP W/CAP AHC ORS AND TAPPER+ANCHORS 6 1 1/4'AFD TAPCON 14 12 9A 7A 4 - - 14 12 9A a aA 5 - 14 1 8 6 63 4 - WITH AVANCED THRFWFORM IECHNO OW ANCHORS 6 t 1J 9A 85 6 JA - - - 74 12 to a 6.3 3 - - 14 6 a3 5 4 8._0. 14 12 110 19 8 - - - 14 12 10 9 75 4.5 - - 14 12 ae 7 5A 4 - 0.2)MPMTUM EMBEDMENT OF 1/4"0 r 3/4'ALL POINTS SOLD-SET ANCHORS SHALE.BE ENTIRELY EM ECOW INFO THE CONCRETE BLOOM.NO 14 73 7A 6 - 14 11 7 SA 3 38 - it a 65 4-5 3A - - - EMBEDMENT INTO STUCCO 9Wl BE PERMITTED.1/4'4-20 S.S.MANN!£SCREW USED SHALL.BE I f/Y LONG M am SHOULD STUCOO t4 I2 B 4.5 - - 14112 SA 7 5a 4 - - 14 OA 7 5S a " - EOOST.AND 1"MON6NM FOR WALLS MIM NO SRICCO, to a3 u 4 - - - •- 14112 0 1 6 4.6 - - 14 11 7 aA 4A 3A 14 t2 to 9 7.6 - - - 14 t2 10 ll e5 5 - - 14 12 a a e 4 - B.3)Mi CASE THAT PRECAST STOIF. PRECAST CONCRETE PANELS,PAypt$OR ANY VDM BE FOUND ON THE CUSTND WALL OR FILOOP. 10'-0'14 t0A 7 5 3.a - - - 13 9.5 63. 5 4 3 - - 10 7s 5 4 3 _ _ _ ANCHORS SHALL BE LOAD ENOUGH TO REACH THE MAIN&WBEHIND SAD wAl.FiN6EtES ANCHORAGE SFUEL BE AS INWCAIID ON ii 11 73 a5 - - - - 14 lA 9 8 5 4 - - 2s 9s 6 $14 4 - - NOTES 0.t)d 8.2)AMC FOR D15TAlAMNS ON%IML SIDING OR OFS WITH OR WnMHIT NETAL STUDS CONSULT IFAS D NEER. OA 6 a -174112 a B.8 6.6 4 - - 13 /0 OA B 4 3 - FOR NSTA(1AJ10N M10 En Wrnl METAL SHDS SEE SHEET 28A t4 t2 t4 - - - 1-114112 0 7 a 44 - 14 O.5 7 3514-3 JS lt' 26 0s S - - 12 9 a 45 4 3 - - 0 7 45 35 3 - - (C) ANCHORS SOUL BE INSTALLED FDLLDNRNG ALL OF THE IiECOMAtEH1)A710NS AND SPECIFICATIONS OF ME AHCIOR'S MAMUFA CT1Af7t 14 10 7 - - - - 14 10.6 7 DB 4A - - - IA a5 5s 45 75 - - A SEE.SCHEDULE BELOW FOR EDGEALICE ED. SPACING RELA FOR ANCHORS, 3 7 45 - - - - - 14 115 7s 5 6 - - - 12 9 6 -4314 - - 14 12 10 - - - -114112 a 8,5 5.3 - - - 13 10 65 S 4 - - - FOAM.• D,=AF.KE VERSUS RE SPACINGSCHEDULED IANCEFOR l4GH-R2• 12'-0' 13 lLb 4.6 - - - - tile 53 4 35 - - •- 8 6 4 3 - - MAXaillfi ANCHOR SPACINGS ARE YND FOR tDt�E Db`BNCES 9$MOVED 8E7Aw.FOR E 0.LESS ICON TUE ilOEG7ED.11FSIJGE/2K2L6R SPAY2ND JA 119.516 - - - - iJ OS eB 6 4 - - - OA 0 S 4 -• - - - BY YULLi4.YIN0 SPACING SHOW ON SCHEDULE BY TUE FZ1l1DIHO FACTORS, 9 63 - - 14 LOB 7 65 4.51- - - 11 8A- 45 35 - - - FIEDUCED X OBTAINED USM FACTOR 9001 NOT BE LESS THAN UN69UM SPACING 61010011)FOR Ek%4 ANCHOR TYPE 14 OR 12 - - - - - 14 is 7A a 5 - - - 12 9 8 45 4 - Fes' 13•-0' 03 a - - - 1017.518 4 3 - - 7A 4 3 ^ - - - � TAPCON 1W111 ADVANCED ALL POINT SOLID SU OWE TAP wf CAP TAPPER+ 23 a.S - - - - - - 12 9 6 45 4 - - - 93 7 a 4 ^ - - - OICTANCE THItFAOFORM 1l1.SPACDNG 13 9.5 5S - - ^ PA 7s e 4 - - - - ED• MIN.SPAM 3' MN.SPACING s 3' MN.SPACING-3 1/2" Lin SPACOND.3' 3 3/4• 4' 4-0'14 121-1- - - - 14 103 7 &S •• - _ - It a5 TIAL 45 - _ - ODHORETEPam 0:10113M- 10 7S - - - - 9 7 48 3s -- ^ 7 6 3A 3 - CONCRETE BLOCK "3 UK 20113MEL COHCREEE d CONCRETE BiDpCd UK ,.3111,• E2B n IA a - - - - 11 a 5.1)4s - - 6 a3 4,5 - - - - - TIN. r IFN FA"3 t 19L fA•r 73 - - - - - - 1 a 6 ^ - - - 93 7 4a - - - - 3" 1.0 OSO 7.0 0.78 1.0 0.84 1.0 ts'-a• 14 - - - - - ,o eA - - _ - os a 5 - - _ - - BLADE W_ OM G 2 t z QAJ 1.0 aar to 9 - - _ - - 6s aA 4 ^ a5 S 3 - IN )N SON Z - 0.71 - _ _ Obi - 05 8 D - - •- a3 6 4 - - - - - 7 - to 65 AS - - 9 tt5 - - - ' 1 3/4' - sa - •� •• OA3 i - 18'-0' E .. - - - - - 2A 9A s - _ - - - a 43 5 - - - - - 0.35 7 - - - - a a 4 - - - FLORIDA BUILDING CODE a, High Velocity Hurricane Ione 0 2015 E15TERN MUA.SUPPLY.M. ' ,,.��;:• .� BERTHA HV u �_ A " S A Accordion Shutter System - !L E C O lNt. . . . • V.BIA6E t tr ORO O NY.e1111DOW BADE h N.V.BUDS cif American Shutter Systems DsCRIEn„ DAYE OWN Br: M.L. TINT TESTING k MBINURING COMPANY Association, Inc. , ot1)11-,M a/03/is Dae 1)4/13jts .Q STATE DP ,• :r etas N.W. St.se,$at„vu+oraA 9A+mD47.Ft6ft4N 33104x68 Wastrood9 Drive 2 DRAWING NO COM.s(306}671-1530.FaY:(J06}67t-11)31 4-mam nii 5.e0000iow,s West Palm 666th, FL 33407 3 7jiiAAAFi�S'••••••••�` A� WAM A TINT Jr.P.P.E. 4 15-0$4 A ION& t,M. FLORIDA m-+44167 3 SHEET P.E. S�dLFJIBiY17�2£jDATE . Of 2 a7s' aszs "" t -- -----?��=�Y-z----------^--T�_—� .4625' ` I—"-1L --- 12'TO EXTERIOR - .oszs' EDGE FF� I I 1A SECTION X—X /r w VNOon BLADE SCALE: ," _ ,• .1875- Y KNUCIOX—\ 310 OPENING .0625' 44 POLYCARBONATE IMPACT RESISTANT HV iyu NDow i BAYER MAKROLON 3103 POLYCARBONATE 0.4625" RESINS, UV—STABIUZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN TT PORTION t (SEE NOTE "F" ON SHEET 28). OF R1.7500 1 E' EXTERIOR / J ,.also` w WIN!" POLYCARBONATE SOAPPLICABLS FOR R A4 RESULT TrPNCAL PROPERTIES 02.8754 �/ STANDARO stmt sm 11110409 X REFERENCE wDaL/sovtpe nraaa / UAUVF N Bros iD7i1` ra91 : PHVS( 1 ' t I\\ JI5 3 /4- SPECIFIC GRAVITY ASTM D792 0.043 lbAn' 6.043 fbAn N _ TENSILE IAEUD STRENGTH ASTM D83B 9.400 PaL 9.500 p. T. 2 7/8'MIN. I I ' FLEXURAL STRENGTH AT YIELD ASTM D790 12.5°0 P.&3. 13.400 p•et. CLEARI CLEAR I FLEXURAL MODULUS ASTM D790 310.000 pat. 545.000 p.4.T. SEPARAI>oNBETVM I ( BETWEEN 03.7544 if OBS I I T .0625" 03.0000 NOTCHED IZOD ASTU 0256 18 FT-6,4n 17 Fr-Ib/in I -- 625" ME BURNING 04CHRIMM �* Y SMOKE DENSITY ASTM D2843 472 X G4.5 It MAX SECTION Y—Y PATE of BURNING AM D635 c-t CLASS C-1 CLASS SCALE: 1' = 1" -7500 SELF IGNITION ASTM 01929 1040'F 980'F ASTM 0155 I\ �� TENSA£STRENGTH AFTER WEATHERING ASTM638 9302 P.e L am P.&L JI EXTERIOR ELEVATION TENSILE STRESS BORE WEATHERING ASTM 038 84611 p.a.i. BSSO p.n.L SCALE: ,. = 1" I I• I Ir MIN.COR4CE SLADEE EDGE " TYPICAL HV WINDOW BLADE AND I I SCALE- 3/W--l- POLYCARBONATE HY WINDOW DETAIL ' FLORIDA BUILDING CODE Non High Velocity HOrrICOn9 =one N...A.... e1i 2015 FASIERN METAL SUPPLY.INC, BERTHA HViu A A Accordion Shutter System i L E C O �>"a. ■ ■ N.81110E 41 w OR W/O U.WM BLADE&Y.Y.GUIDE TILLIT TESTING 3 ENMNEERING COMPANY BTICfl(9 Shutter Systems ,W„r„ n oEuxN arc M,a STATE OF a3sa Nrr xv.s.s'.aos ti aNma4e naaw aTt Association Inc. 1 CLD 11-u4 a/13/15 WD 04/13/15 '•etc t305WI-1530.Eta:t3a5}arr1s31 4266 Westroads Drive Ow1WINc No �'•. L pP,.�k.�� rM.&ona000aw.m West Palm Beach, FL 33447 s 15-084 WALIER NAL EN u.�``` ROOMAAU. 1 Mar ufsi 5 SHEET P.E. SI'ftLJt8K/k!A'IURE/TETTE a 38 IP P> P> .L�RA1 AM AND MNnnMs,OF USE MR fTE]iRAA i.MAX ASD.DESIGN PRFSS1Aa:RNtLR+110.-110 Pv 2 WX SNJaER SPAN:a6' ' 3.ALLOWED NWTIONG4 A,D.0 @ 11 ON%JE15 8,7.AS WELL AS NwaiWas K O.T.u M W ON S imm 18 R SA 60:NLY CE20ERW1ESSY��KOH W��.OR ARE ISION@ WaN t 01YOOENn 'I, Yb EIE NOIDDEFJDJ.ONLY WATfOgiEAIEPoGNt ACCESS ODE OF 4'J TYP.FA END • ♦ • ♦ {y�NOI�E.Ti-(EE DIADE�AT SPIE SHOWN ON SHEET 27. (B)MOL CLEARANCE ISti 7tlP OEt BOTi011 tDGE OF!N WINDOW BLADE® VAX 5 WINDOWS • ♦ OF ANT 311 HOIE FOR�1 SNNL BE 12: ALLOWED TWO � $ iWEIFIF 1.BOR L�i mADE ODWO our M1 STARTERS AT ENDS WY BE W Alk • ♦ (0)W WNDOW BLADE®NUST 8E USED AIERNATE TO A SOLID W BLADE(D THROIX"Clur SMATER'S WOO 4 (E)CE�ERW1TEs 9WL ALWAYS BE IN5 M AMWW TO A SOLID W • • • • ♦ ♦ BLADE 1 AT Eillilt SIOE OF 71101. �s SEE END (F)POLYCARBGWE W"saw®Swu BE J:ALLED TA&S FACE 7LE INTERIOR OF INE OPENING BE7tA6 ML6TECIFD.tiY WtIDOW LASE BE • s ♦ ONLY INSTALLED AND tOC76D USM A W S MM TOOL BA ASSA. CONttECTtON • • 4 INC. ' tf DETAILS ON u FiA�L TIE7GMT.' k6 si( a SEE ANCHOR SPACM SU UE FOR NSOL WNS NEO WOW RVJX ( i3 0.AS LIMED u(spmAND ASD DESIGN LOAD(SEE ROTES 1 3 2 ADORE), P s$� T.SEE & C•+ SPACING SCHEDIJILE FOR ESENS N1PD CONCRETE OR CONCRETE OOFL WALL ON 9IO13.13 3 1 4 AS UU n BY SPAN AND A&D DESIGN LOAD(SEE NOTES 1 M 2 ABOM. 'pi O ILREaUEREUEMI &MINIULRE SEPARATION TO B 61 ASS SCHWZ PER ASTM E-199 D M 'iYP TWIND ZONE N9iEAN SkPARAT14N 10 CLASS lRINMD t 11M3 4' OUSTING aAss ELEVATION ----- —(D 4 � _— AND OH SHEET 711 FOR H/1ES(D& i 1 W10 °t SIE 4 ABOh} `~PLAN TYPICAL n HV BLADE WORKING iN UNISON WITH HV WINDOW BLADE U SHUTTER* N.T.S. t'LOitIOA 0UILDlNO CODE MGD Ili h Velock IIaR{COae Zone) µt11t111111T/ry 0 2015 FAIIENLN uETAL SUPPLY,RAC. ,�,�,..•��R�.rlttrT'%•�,,, BERTHA HVTR A fill E C O in c. nSaSuA. Accordion Shutter System V.%AM 11 111 OR V/0 V.1YDLDOW Bt X&U.MADE American Shutter Systems L ORA"DA M.L. k = TRW TESTING & ENGINEERING COMPANY Assoclatlon/ Inc. L am 11-114 06/13113 DAM 04/13/18 6764 7Ltr.SMA.St,Ssa sm,.A4iGYNLA OATR!•TS FUXdOk 331 MAS:y^' Etwn•;(3a6)8T1-ia30,FoK;(3113)671-1531 4268 Westroads Drive x DM"NG NO �' O' FGpR1QP •�� °-"1OI �°1atvOauO0A1 West Palm Beach, FL 33407 a 1 t tip ��ijA�LC$•..... �Ua`�,� IW.TER�LI T Jr.KE MI i 1 J�L6i P.E. t l� ]FLORIDALORILU 0 K167 a SHEET