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HomeMy WebLinkAboutSET UP-INSTALLATIONS1. BERTHA H.V. ACOORDION SHUTTER SYSTEM SHOAL ON IH6 PRODUCT EVALUATION DOCUMENT (P£OJ HAS BEEN VERIFIED FOR COMPLIANCE UI MCORDANCE WITH ME 2017 (61N iDMOIG OF THE FLORIN BUILDING MOE. DESIGN WHO LOCHS SHALL BE CETENMINO AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC MIND SPEED REQUIRED By THE J WICTION VNERE SHUTTER ISL BE WSTALEED YRM A DIRECTONAI N FACTOR M-0.65, USING SOB 7-10 MO S10LL NOT EKCE£0 WE MAXIMUM (&&D.) DESIGN PRESSURE RATINGS MCSTED ON MCXTS 12 THRU 17, 25, 26, 25 & 2M M ORDER TO MIN THE ABOVE CONDITION. ULTIMATE TESGN SOD LOADS DETERMNM PER ASCE 7-10 SHALL BE FIRST REDUCED TO AST. DESIGN WIND TOMS BY MULTIPLYING MET! BY 0.0 IN ORDER TO COMPARE THESE W/ M. (AS.0) DESIGN PRESSURE RMNCS INDICATED ON SHEETS 12 HARD 17, 25. 26. 26 & ]BA. IN ORDER TO VERIFY THAT ANCHORS ON THIS P£D. M TESTED, WERE NOT WERSIRESSED, A 53 K INCREASE IN ALLOWABLE TOMS FOR WIND LOADS WAS HOG USED W Mm AMAyMe. TROTO, H.V. ACCORDION SHUTTER SYSRIA'S ADEQUACY FOR WIND AND LARGE MISSILE IUPMT LOAD HAS BEEN VERIFIED IN ACCORDANCE WHIN SECTION 1626 OF ME MIRE IAENTIONM CODE AS PER All. REPORTS: -HV BADE 1OID214.M-0], #0715.01-03, 01004.01-05. 11214.01-05. /D50.02-06. I0609D1-10 AND 10210.01-11 AS PER TAS 201, TM 202 AND TAS 203 PROTOCOLS. -HV WINOINI MADE ® 8050sOl-08 M TA9 201. 202 & 205 PROTOCOLS ME 0725,01-06 AS PER In 202 MOTOCOI -W BLMEO/0422.01-05 AS PER TAS 201. NIS 202 AND US 20 FROTIMM WORK IN UNESCO ON 20NE 5 TO IN ERIN ONE 4. EVEN GHEOULES MUST M APPLIED TO ME TRY OF COMPONENTS MR W BADE 1 ON BUILDING CONNGUMFIN AND W OIXCOW BADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER MOM ME GENERAL UISVOCONS AND CONDITIONS OF USE WDIGATED ON SHEET 28. a. BERTHA H.V. ACCORDION PINS (W SNEGO. USED AT ®ADES MAXIMS AND FOR DIRECT MOUNT CONNECTION TO MAGKS SHALL BE 114M.73 MD I 101.75 RESPECTIVELY. 410-VET MNMUM SERIES STAINLESS STEEL SCREWS ISM 155.0 IRA HEW SIRENGM MD 180 Rai TENSEE STRENGTH, PINS SHALL BE CANTED WITH BERTHA IN IVCROSHIFID CANTING SYSTEM AS M.MUFAC,,W W MPROVED CCATNO MPUCATORS, REGISTERED VIM MIERIC N SHUTTER SYSTEMS ASSOCATION. PINS IAUST BEM ME W UAROM ON MEN HEM. 4. ALL AILIUIIIM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY ADD KOPER AS TNOCATED ON SHEETS 2 MO a. MOSIUM YIELD STRENGTH FOR 600-T6 ALLOY IS 31.7 w MD 3&7 1 FOR 6005-15 ALOY, S. Al SCREWS TO BE SWNLESS STEEL 304 OR 316 AM SERIES OR CORROSION BESTOW COME) CARBON STEM AS PER DIN SEEM YRTH 50 He1 IN. nEUD STRENGTH AND 90 W IN. TENSIIE STRENGTH & SNAIL COMPLY W/ A MM BUMNG CODE SECTION 2411.3.3.4. G. BOLTS TO BE ANN A-W7 CALVANIZED STEEL OR AGO 304 OR 316 SERIES STMNUESS STEEL YIM 35 Rai MINILHUM YIELD STRENGTH. 7. SEE ME FOLIDIING SHEETS FOR ANCHOR SPECIFICATIONS: W BLADE .1],14,15,15A,16.17 & 2M HV BUDE 26. HV HADE & ® MRANG IN UNION: 13, 14 & 16 B. THIS BERTM N.V. ACCORDION SHUTTER SYS'IEN BENS A U.S. PATENT /6'779,562. COMPONENTS OF THIS APPROVAL ME COVLRED. IN MHOIE OR IN PART O US. PATENT /5'45B,179 SSUM M EASTERN NUAL SUPPLY. INC. 0 T SHALL. BE WE RLU NSIMLRY OF ME CONTRACTOR TO VFRRY ME SOUNDNESS OF ME STRUCTURE MERE SHUTTER IS TO BE ATGWEO TO INSURE PROPER ANCHORAGE. CONTRACTOR To SEAL/CsUIX ALL MUFFOR COMPONENT EWES MIN REMAIN, WRIT FASIENWO IN CONTINUOUS CONTACT MAIM ME BUILDING TO PREVENT MND/IWN INTRUSION. 10. CAN UNIT MUST BEAR PERMANENT LABEL IN A WSIBIE PLACE SON VIMNING NOTE' DURING PERIODS OF HURRICANE WARNINGS HOME OWNER TEUNT. OR OTHERS RUST PROPERLY CLOSE ALL MV AND HD CENEERwIFS AND ENGAGE OR LINK ALL. HV AND HD LOCI(S. 11. SHUTTER MANURACIUFEHS IMF SHALL BE LOCATED ON A READILY VISIBLE LOCAIWN AT ACCORDION SHUTTER IN AMOROVACE YAM SECTION 1709.9.3 OF FLORIN BUIIDWG LODE. ONE LIML SMALL BE PIGGED FOR EVERY COMING. MSUNG TO COMPLY ISYN SECTION 1709.9.2 OF THE FLORIN BUILDING CODE. 12. BERTHA H.V. ACWROION SHUTTER SYSIM'S WSTAILARON SHALL COMPLY MTM SPECS INDICATED IN THIS DRAWING PINS MY DNtDING MD ZONING REGUATONS PRWNED BY THE JURISDICTION WHERE PERNT IS APPYEO TO. 11 (0) THIS P.EO. PREPARED BY THIS ENGINEER IS GENERIC AND DDES Not PRDJDE INFO NSMN FOR A SHE SPEDFM PROJECT; i.e. WIENE WE SITE CONDITIONS DATE (ROM THE PEQ, GO) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTW{ PURCHASE AND WSTALAnON INCLUDING UK SUETY OF THIS PRODUCT, BASED ON MIS P.LO., PROWDED HE/SHE DOES NOT DUMB FROM WE CONDITIONS DETMEO ON THIS WCMEM. CONSTRUCTION SAFETY AT SITE IS ME CWITMCRM'S RESPONSIBNTY. IC) THIS P.EO. SGI BE CONSOMED INNALD F ALTERED BY ANY IJEANS. (!) SJ E SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR MCMRECT WICH Via BEGONE THE ENGINEER OF RECORD (E.OA) Oft ME PROJECT MO YMO HALL BE PESPoN6IBIE TOR ME PROPER USE OF WE P.M CNGINEER OF RECORD, ACTING AS A DE MnD ENGINEER TO THE P£D. ENGINEER SHllL SUBMIT TO THIS JITTER ME SIZE SPECIFIC DRAWINGS FOR RUM. TABLE OF CONTENTS AREA I: HV BLADES M RA & GENERAL N07E5 SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 5 TYPICAL SHUTTER ASSEMBLY 38-43 AREA 21 HV BLADE n AND HV WINDOW SHEET 4 BLATTry7� (WHERE_ APPLIOA9I�E) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSALLATION DETAILS A-E; CONCRETE/BLOa( SHEET 6 WSTAUATION DETAILS F-L, GONCREK/BIOCK SHEET 7 CENTERMAIE DETAILS NV SHEET 8 CENTEAMAIE ALTERNATING DETAILS HV SHEET 9 CENLERMATE GOALS HO SHEET 10 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 11 MAXIMUM SPAN TABLES SHEET 12 MINOR SCIMMULE- CONCRETE SHEET lJ ANCHOR. SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE SHEET 15 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 15A ANCHOR SCHEDULE- WOOD SHEET 16 ANCHOR SCHEDULE- WOOD SHEET 17 INSMlOON DETAILS M-R, WOOD SHEET 18 INSTALLATION DETAILS S-X, WOOD SHEET 19 END CONNECTION DELU S 7-72 & X, WOOD AR e HV ® SHEET 20 3, BLADE ON Y TYPICAL SHUTTER ELEVATION & NOTES ON LOCNS SHEET 21 INSAlIATION DETAILS M-GG, CONCRETE SHEET 22 CENTERNATE DETAILS HE SHEET 23 END CONNECTION DETAILS 1-6 & X, CONCRETE/BLOCK SHEET 24 MASON SPAN TABLES SHEET 25 ANCHOR SCHEDULE, CONCRETE AREA 4' HV WINDOW 13LADE 9 ONLY SHEET 26 MICA. WINDOW BADE & WINDOW GOAL SHEET 27 TYPICAL SHUTTER ELEVATION AREA 5• HV WINDOW BLADE n ONLY SHEET 28 INSLMIATION DUALS, METAL SAID WAL15 SHEET 2M THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMRS IN THE STATE OF FLORIDA (e) ORIONM P.E.D. GHOUL BEAR ME DATE ANO ORIGINAL SEAL ANT) SGNI 0i THE'pLtj,E a OF RECORD THAT PREPARED IT. �A,• _ FLORIDA BUILDING CODE (High VelocityHurricane Zone y�Q.... ...... 02DII MIECO, C. (Msinsi 02017 EASTERN MEAL SUPPLY. INC. SCANNED BERTHA HVTM �;' 4418 iL E C O Iwa. A■S.$■A■ Accordion Shutter System BY 3 V. AU➢E it W/ OR W/O RY WINDOW BLADE & NY. MADE 4 '•• TILUT TESTING & ENGINEERING COMPANY ARIBTICOn Shutter $�8}em6 RLv.xO DTSCPJPITOH PAR T)MNN BI LL St. Lucie County P ''�/%�T/j7fj/ Association, Inc. a6 Ts-0 9 men we m 26 I7 ay D +''t0 .. ••� YY ues Nr, xu. M., N., sm, . Fax ewovq 1-153 ave R / F • R....•" G\I MY pnw0 : (]OS)071-1s]0 . Fax : (s05197h1v1 4266 Weal ch GW4 a fsS/NG No 01114 1111 "ie-000671o:`m weel 2-2 seacn. i JSeGT a 1 7Yn 1 02 ' e•�.(;,E ( An+''L WI A TIU.M Jr.. P.c P&One: (B00)A2-3304 ,Fax: (561)209-6J60 4 P.E. S F �/.WMRE/DATE FTORDA Ile, 144167 5 GHFFT 1O HV SOLID BLADE COVE 0 UNDER US PATENT 9 545817 1 HV WINDOW BLADE E LIMITATIONS OF USE OF BLADE ® ON 6063-T6 ALLOY AND TEMPER 9 0Hv BLADE COVERED UNDER US PATENT M 5458179 SHEET 28 6005-T5 ALLOY AND MPER .670' •22 • Lr 7 ENO:� ' ©HV ADJ. FLOOR TRACK OUAUFIED FOfi USE(W/ HV BLADE 1 &(z 61163-T6 ALLOY AND EMPER y 1.91J A4 _063• O6)- P 6)O 6 9 ! 11 HV CEILING HEADER D RED FOR USE W/ HV BLADAUDI II ONLY, SEE SECTIONS FOR VALIDITN�'"' 6083-T6 ALLOY AND TEMPER M1. %1RMN I I' 1. 0.062' 16 SIDE ANGLES OUALI BLADE L FOR USE W/ HV BALL Y &® 6063-76 ALLOT AND TEMPER 900' OBS' I.B9 Q7 HV ADJ. ADAPTER W/LIP DUALIRED FO USE W/ HV BIADE OY & Q 6063-T6 ALLOY AND TEMPER vau_Es 1 �_ � .069• m OB AGO 60• 0 - a• `a 6J0 HV HEAD/ER/SILL ((�� QUALIFIE 6063-TB ALLOY AND BTEMPEA'�DNIY NV 49 o W s. 999' 3OHV UNIVERSAL FLOATER OUALIFIEO FOR .USE W/ HV BLADE D&Q2 6005-T5 ALLOY AND TEMPER • 6 ' 6' ©HV WALK —OVER TRACK QUALIFIED FOUSNW/ HV BLADE 1 & 2 6063-T6 ALLO AN EMPER �W7'LB. wr '61 B] 13 HD CEILING HEADER/SILL QUALIFIED FOR USE W/ NY BLADE D SEE SECTIONS FOR VALIDITY. 6063-TO ALLOY AND TEMPER COMPONENT A B TI 72 64DE µLnEc Q 2• 5'1/e' 1/8' HV tO 0.192' W(D HYO1 ® HV DIRECT MOUNT QUALIFIED FO USE W/ HV BLADE ')& 6063-T6 ALLO ANALIMPER 901' 843 $ WIJ O HV TRENCH TRACK QUALIFIED FOR SE W/ HV GLADE iQ&6ONLY. 6063-T6 ALLOY AND TEMPER Wl:s 1.936' as .0 J L' 14 HD WALL HEADER SILL QUALIFIED FOy USE W/ HV BIADE 1 ONLY. 6063-T6 ALL Y AND TENPER % Y I 2• Y 0.125' 3' 1 T 0.090 �l CORNER POST ALIS RED FC USE W/ HV BLADE (1I & Q 6063-T6 ALLOY AND TEMPER e OS HV 90'/180' STARTER DUALIRED FOR USE W/ HV BLADE 1 & (P 6063-TG ALLOY A 0 TEMPER t@ HV RAINGUARD QUALIFIED FO USE W/ HV BADE I&O g 6053-T6 ALLOY AND TEMPER a °• °� s A. 1© SHD CEILING HEADER/SILL QUALIFIED FOR USE VI/ HV BLADEQ&© 6063-TS ALLOY AND TEMPER tP P� • V/Q i CENS• F •., _ ,44167�1 �} .k ?•� .p t• {y ACE tC /W t ,COR1•• NZ Ot S% �•EG••i1 ®2017 MTECO. INC. (ORNNEERINO) A�S�S�A� American Shutter nc.4(BR19 Assacia}Ion, Ina. 4269 Wad Read. adw Man.:(800)432West �2204 CNFavt�7W1��2 W7D17 FASIERN Mu& SUPPLY, MC. �'1"T� BERTHA HVTM Accordion Shutter System .V. BLADE It W OR W/O H.V. WINDOW BLADE & H.V. BUDE TILLIT TESTING & ENGINEERING COMPANY W" .. 9MP. aL M. 9Bs twmoA EAmOq Nal'v'a4 3Me FIIw..: (30.IW1-u9U . Pe.: (9(0)B)1-IBSI - FB �OWBB IAAa A T J . P.E. UMDA Ua 1 4416) M.N.pR,,WN 6fLQ 26 a)D w/2e/nNG No P.E. ?&''N66A RE/OATE SHEET 157 22G • .]a• �' Esx• x $t ]2 ' O�• 1� 21 HV CENTERMATE QUALIFIED FOR USE W/ W BLADEQ& @ ONLY 6063-T6 ALLOY AND TEMPER 6063-TS ALLOY AND 67 pp 1 56- ]' — 7 ONLY PLAN R TEXT E]EYATDN L "T" LOCK C JT © LOCKER FOR "T" LOCK CENTERMATE - QUALIFIED FOR USE W/ RV BLADE 1 ONLY (� QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063-T6 ALLEY AND TEMPER 6063-T6 ALLOY AND TEMPER I OB]' xla•Iq �n D CNO LOC QUALIFIED FOR USE W/ HV BLADE 1 . & 2 6063-76 ALLOY AND TEMPER ACE+4 l:AluovMM. (SfE DR4L5) 215' ® LOCKING RODA OUALIFIED FOR USE W/ HV BLADE (D Q 6063-TS ALLOY AND TEMPER 0 INSTALLATION WILL REQUIRE A 7/16' HOLE OILED AT TRACKS FOR PROPER EMBEDMENT 6063-16 ALLOY AM TEMPER cij IN Q 9j HV ORNEI O IFIOfl USE 60 F 6063-T6 ALL( yT'. INR m P.Vfm e%MnE (a 7 auTEo) °iPmE . ® HV LOCK R OVAUFIEO jjOR USE V!/ HV SLOE V & ® ONLY. !:KR WNpIOB,2 RAIIO) ® HV EGRESS LOCK QUALIFIED� OR USE W/ HV BLADE C(% & ® ONLY. 250• Od " IB PU3TIC NFAp - L6• 2 . uanm T SCIRW ]6D• AFTER RNEII, 626' BEFORE RNEIING " S.S. THUMBSCREW 1/4"0-20 RIVNUT- *SDU6 9446 IL MNIAl (2024-T3 Al" MOE M CE IXW 0] NEa.T xulSOaa. PART 10520, AS YANfML Eo W AWL C RM TEKDORL RN. Wa JERSEY Mo. OR EOLLLL ® HV "T" LOCK ® HV ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED FO$ USE W/ HV W/W BLADEQONLY. BLADE i ONLY. d/T ' INS T OUAU IID3 8 pLLOYWANO TEYPEPE 1 . ®&Q2 41 2 N t /K•i 0-20 AISI 304 SERIES S.S. SC QUALIFIED FOR USE W/ HV BIAOE 1 &(2) Ds25• ul, 1 .125• Ma,. S*MEN TORN D RDER 1.T0 MR". ® HD LOCK BY REODIT HARDWARE MORTISE LOCKS SERES 2333 HOOK BOLT LOCK. OUAUFIED FOR USE W/ W BLADEQ, ® &Q 3A3a1a1j1Q� CENSF 'P = * * ,a i aSj7 1(• i Y 90 `<Ofl10P,PRm.: M 11 ®:Dn nuEw, INC. (mciNLEwxc) A S S A American Shutter Systems Assoclallon, Inc. 4260'West Rood3 06w Wert Palm emcM1, R ]3K07 Phono: (900)432-2204 . Gar. (581)208-9360 .xEI7 EASTERN METAL SUPPLY. INC. iL ECOJFoa. BERTHA HVTM Accordion Shutter System W. BUDE I W/ OR W/O KY. WINDOW BUDE & KV. BLADE TIWT TESTING & ENGINEERING COMPANY MS] H.N, a,:n. ]L, S1l am M69fJ DI40M R .,. (]05)Fa]1-imD . Fu, : aM)071-13af EB-0006,19 1VA nMR Jn P.E. "RI ilORIOA ua. I aKIM Rw.xe 0130IMP. MTa DR.6m an Ea I DID a-Dw D]A2e/n .R MY25/n 2 DRAWING No 1 %-1 02 A P.E fEtr6FrulraEN TE s SHEET SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HVAND HV BLADES. 0 HV BLADE 1 1@ HV BLADE 1A Q HV BLADE 2 ® HV LONG RECESSED NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING 40 HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AM 302 SERIES S.S..RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD Xc ®3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD 'K ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) smzl� DIMERIOR BUDS KNUCKLE MR (1) HV PIN 0 SHe11 ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D OR HV ® BLADE. (2) KV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKIES OF KV ACCORDION SYSTEM W/ HVQ BILU E WHEN CORRESPONDING TO INSTALLATIONS "CC" AND 'OD', SHEET 22. (3) KV PIN 0 OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED MR DIRECT MOUNT INBTAWITION PER DETNL X, SHEETS II & 24. P.E. EXTERIOR W I W 41 a i®or(2 or �3 ((BEE NOTE FOR ! REQDIREMENTS) i Q® Or® J g I o ,I e!�tLL I TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" - 1" 00.324" o`II— dA WHEEL CARRIAGE DETAIL N.T.S. Q30Ii RIEeo. I= (E auaRPG) IL ECOEtme. TILL Y TESTING &. ENGINEERING COMPANY 1. x.w. TBm. rt, s so'. w¢stA m tw m Plane : (303)371-1= . Fm : (300)VI-IAI -m0e: wLceecd.cxn U-MBt19 o.m A BUR a.. PC ,,,RIBA Ue. B MIST ASSEMBLY LAYOUT N.T.S. EXTERIOR HV PIN OR ® AT EXTERIORF BLADE'S KNUCKLE. (SEE NOTE • FOR REQUIREMENTS) EASTERN METAL A■SAS■A■ Accordion Shutter Syster Y. .USE /1 W/ OR W/O ILY. WWWW BLADE & N.Y. RAIR Amerlaan Shatter Systems RLYse 0ecosnax wlL 0m. see LL Association. Inc. I aln IB-Bm 'IN"ll oAW. m12611: 4268 West Roads Ddry a DRAWING NO West P.I. Beu.H, R 33401 B Phone: (800)432-22D4 . Fee (561)209-8380 A 1 7— 1 02 Mil w ®'®w ®.®w �@:�,7 Ii�6����noln������;1• �,nnl '•'�' � ''ILA EY II I II -Ia�Y L��YI�fI11a��:1�S�Y� S'L U' O• ©• ©' O' O• O• �' 0' 1 �' 0' 0' 0' ©' 0' Qw�w©. O7 w8Owi0��3 �' 1o.©w©•®w©.��w J ©• �w O • �w� • �wO TYPICAL C1� HV BLADE SHUTTER ELEVATION N.T.S. -9- OF CORNER CENTERMATE • NOTES ON HV LOCKS AND CENTEcR�MATES: I. MANnempY CONDITION Be ONE HY LOCK (5 0t 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BFI,OW ][2 OF SHUTTER SPANN FOR SPANS UP TO 105', AND FOR 1117ALWONS T ANY ELLVAnON. NV LOCK (�§ ar Q$ MAY BE USED AS AN INSIDE OR OUTSIDE LOOK. ATTACHED TO MJ1 Op CENTERMATES W/(2) 1/4'0-20 K 1/2' LONG FIAT HEAD S5. M.S. L=1`ON OF LOOK SHALL BE AS I DICPTED ON TYPICAL SHUTTDi ELEVATION. FLOOR/ FI INC IN�An ATOxa TWO HV LOCKS OR OR ONE HV LOCK OR W/ TWO LOCKING RODS QS AT TOP & BOTTOM 514ALL BE SE F ANY SPAN AND IN AUn A ANY ELEVATION. HV LOCK ® OR ® SHALL BE ATTACHED TO OR b CENTERMATES W/ SAME SPECIFICATONS AS PER MANDATORY CONDITION lit. LOCATION OF LOCROCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAKIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE Q3 ON SHEET 12. 3. IF DESIRED. FOR BETTER PERFORMANCE OR CDR SECURITY PURPOSES. UP TO TWO HV LOCKS Op a Y BE USED AS AN INSIDE OR OUTSIDE LUCK. CONNECTION OF LOCKS TO CENTERNAMS OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE LOCATION OF LOCKS SHML BE AS INDICATED ON TYPICAL. SHUTTER ELEVATION. 4. • LOCKING R005 ARE NOT REOUIREO AT URRIGANE P051T10N, BUT MAY E MGM MANDATORY CONOTRON USED IF Dffi T ENHANCE SHUTTER PETTEWHEN D MANGE. LOCKING RODS a OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 3. MANneTRY CONDTION /2. ONE HV LOCK Q (a L BE USED AT CORNER CENTERMATES FOR ANY SPAN ANO INSEAL%9 AT hLEVAnON. KV LOLK SHALT. BE USED AS MI OUTSIDE OR INSIDE LOCK. ATTACHED TO O3 CORNER CENIERMAIE W/(2) 1/40-20 K 1/2' LONG MT HEAD S5. M.S. TWO LOCKING ROOK AT TOP & OM SHALL BE USED. TCA ON OF LOCK SNAIL. BE AS INDICATED ON IYPICr1L SHUTTER ELEVATION. MAMMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. e.ALTERNATE TO MANDATORY OR UR • ONE ALTERNATE HV LOCK % DE USE. IN MEL OF NM LOCK or FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. AL RNAE LOCK 0 WY BE USED AS AN NSOE OR OUTSIDE LOCK. ATTACHMENT OF 1/4-0-20K3/4- S.S. THUMBSCREW T ® OR @ CENTERMATES SHALL BE MADE W/ 1/4'0-200/4' ALUM. RNNUT AS SHOWN ON SECTION ME. SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN 09 TWO LOCKS AT 1/3 OF SHUTTER SPAN. "NOTES ON NW "T" LOCKS AND CENTERMATES: SECOND ALTERNATE TO MANDATOg CONDITION IN VAID ONLY MR W ONE ALTERNATE HV T LOCK MAY BE WSj[31E0 IN UEU OF HV LOCKS OR OS FOR ANY SPM1 M'D INBTALIATOy`T M ANY ELEVATON. PL tUTE LOCKD6CO,ZMY BE USED AS AN WSIOE OR OUTSDE LOCK. ATTACHMENT OF LINK Q9 INCLUDES CASINO REINFORCING LOCH RJ AS SHOWN ON SECTION HVG. SHEET 9, WHICH MUST BE CONNECTED T CENTERMATES ® AND ® W/ 1/4'0-20 K 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'0 K 3/32' WNGNUT OR W/ 1/4-0-213W S.S.M.S. TNT A 1/1'0A 5/8' RNNUT.-(ACK MAY BE INSTALLED AT MIDSPAN OR 12' 4MUMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS F� TOP AND BOIOM I MANDATORY. NOTES ON HD LOCKS & CENTERMATES' 1. : ONE ALTERNATE HD LOCKQ MAYBE USED IN LOU OF HV LOCKS OR QN MR ANY SPM NHO INSTl31AMM:5 AT ANY ELEVATION. ALIERNME NW LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LDCK, ATTACHMENT OF NO LOCK TO ( IS W/ 3 (B K 3/C F.W. S4.M.S., AND INCLUDES RONFORCEMENT INSERT ® AS SHOWN ON SECTIONS NOB- AND C-NVC, S.itHE��ET 10. LOCK MAY BE WSTAUED AT MIDSPAN OR 12' MANIMUM BELOW OR ABOVE MOSPAN. USE OF LOCKING RODS V IS COUPLETD.Y OPTIONAL ;.••.. �.... . ✓9 •y Q3017 TLYNO. INC. (ENGINMAMO) No.Q4167''*? IL ECOEBC. \\ TILLIT TESTING & ENGINEERING COMPANY 6159 Nor. )e'A NeLL 153 . F. C30)8 RMIDA N Pea.= : Dos)m1-1s3o . Fw : pm)e71-1u1 P.E. SEZI rCAATURE/GATE I RORIDA Ue. A.S.S. IM American Shutter Systems Association, Inc. 4268 West Roads Ddw WOeI Palm Bench, FL 33407 Phone: (B00)432-2204 . Fax: (561)209-8380 Accordion Shutter DRAWING No E ROTE ANCHOM SCHEDULE ON Ia) OA Now. ./ // I —OPTIONAL um. sEPAw.nou ro Cuss (SEE SCXEWLE ON EMSnNG � SHEEf 12) GL155-� BQ HV WALL HEADER INSTALLATION LwsTMc cuss I MIN. 5EP TION OL/S`>~ MN 5'9AR41101 I OR ' 1 IXISnNC ' TO GIA58 ro OA4 (SFE ® i OIA58 SEE 1 SHEET E 12) MIN. SEPAMnON E 12) `(SEE SCHm ON / AL / / OPRON `•'Oe ® - i SHEET 12) > -noNAL1. ,I S1/4• ua.. E �_ -' � Ma __ 12 GRld :__G 1/Po-2m2H•ss. / � um. / / /) �j/ -- EO Be PHIWPS TRUSS HEAD ' QOv18 MACHINE SCREWS USNG ✓ i CONCRETE ANCHORB (SEE seHEWLES ON 1/4•o-20J/4• S5. PHe➢Ps TRUSS HFPD IJACMNE SCRA CONCRETE ANCHORS (SEE SCHEDULES ON POURED CONCRETE SHEER IJ d 1SA) 1• 1/4•-20 NUR 0 12. OZ. / MNn. j / POURED CONCRETE SNEER 10 a im) OR CONCRER MCI( W/ 1/4•-20 this O 12. O.C. OR CONCRETE BLOCK V'Au REtlUMm OD HV WALL SILL INSTALLATION NCRETE ANCHORS ' (SEE SCHEDuuS On REWMEO OF HV WALL SILL INSTALLATION POURED CONCRETE SHEER 14 h 15A) OR CONCRETE BLOM DUAL REOUAW O HV WALL SILL INSTALLATION NOTE MR COMBINATION W REMCN5: INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYWCAL SHUTTER ' E. 0. -EDGE INSTANCE ASSEMBLY (SEE SPEOFICCRONS ON SHEET 14) SEE UIARAnONS OF USE FOR BLADE ®ON SHEET 20 (1) HV BLADE 2- MWNRNG SECTIONS r BE COMBINED IN /NY WAY TO SUIT ANY MW=ARON. IIIIIIN p FLORIDA BUILDING CODE (High Velocity Hurricane Zone •. • ®sun BLTEM Mc. (FMONWRIO) ®201T EASTERN META. SUPPLY, INC. V BERTHA H TM �,L?;:cerisf 4416T . L IL ECOEN A■S■S■A■ Accordion Shutter System i v. BIAwE I W/ OR W/G N.V. WNDGW MADE a ILv. BLADE T ' A ••^ '�,(Y��. • \�I ,\, OFl American ShuHer Systems AssoDlatlonr Inc. QBB West Roads Driw TIWT TESTING & ENGINEERING COMPANY maa x.a. Mo. 5t. s4. so%v4Evw aaam fltllOn all6 Rn .Na oLuePndl oM[ WMwN or. 1.G, 1 GID 15-GN olReln 6MC m/2e/IT 2 DRAWING No ' • ............. .. .� : (aG,)B]I-15M . Fm : (XIS)9)1-15]I a sa �a 11 -m A: talxa0w.. MO-Odoo le PM1one: West P.hn Bepch. FL 33407 (BW){52-2204. Fax: (501)209-8180 17-102 4 t i� )/1' P.E SWSLII M' RE/OATE NAJER A RM! Jc P.E. FLORIDA 1!< / 44167 N e 6 EXISTING GLASS CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) ME OF APPLICABLE 1 Taam �uE a Q1e�0e(h� & OR ®� ® HV CEILING INSTALLATION i I ANCHORS DUPE ON I—E, 0.•J `E M. REQUIRED LML HEAD CONCRETE ANCHORS CONCRETE FLEET SCHE MW CON ON SWEET AN 26 (SEE SCHEDULE ON SHEEr 15) REQUIRED ) IG HV FLOOR INSTALLATION t (D HV WALK —OVER INSTALLATION (jD TRENCH INSTALLATION VALID ONLY MR UP TO ♦70, -73 PSF PRESSURE RATING & FOR SPANS PER URN. SEPARATION TO GLASS ;EE SCHEDULE 0 SHEET 12) 6i Up II AIDat 4' HEY WASHER HEY HEW i f : 1 3 a- / 1 XVD `EK SCREVS O IY O.C. sS' O.S. : CONCRETE ANCHORS b / _ __ 6 • 7 3 I143/P S.D.S. a 9_ O.C. � SSFSE ESCHEDULE ON l - � 1 2 / O 9. 0. C. i / PDYREO CDNCVINS �CANCREE PNCHOPS -SEE NOTE 13(E) (SEE SCHEWIES ON ON SHEET 1 OR COKE OR OK /� E.D.. OR CONCREE BLOCK SHEETS 1S h 15Q x u PDUREO-� A • REQUIRED, REO HV WALL FLOOR INSTALLATION REOUIREi CONCRETE PLOUIRFD QJ HV RAINGUARD INSTALLATION t aDs FOR mMn usnex OF SEcmnxe: EE SKEET 4 FOfl TYPICAL SNOnER • E D. • FOGE DISDNCE (SEE SPECPICARONS ON SHEET 14) THIS IRSTAMRON SHALL BE BEMOJAeLE WHEN PERDORI.IED ADIACENT TO AN OPERAEEE EXIT ♦ SEE LIN ARONS OF USE FOR NBLY Are�� t OR ENRUNCE BLADE ON SHEET 28 dWNTINC^SECRDNSwCA BE CONSINEO IIFFIF/AA/ ,�w' . \CENS�''•.,9 ©200 VLIECO, M (04a.BOEING) z1hNo. 44187 L: ' ' LF L E C- y`1 p 611,oP '� CA TILLIT TESTING & ENGINEERING COMPANY a11] N.X W. SL, So. =lWMA WDENS. FW4M 33 L ONAI. vncw : (305))831-1110 . Po.: (309)311-1331 P.E. SFAL/SA E WFLISR A 161A JA P.E. FLGROA 11u 1 u16) © HV WALL WALK —OVER INSTALLATION INSTALLATION DETAILS W/ C1 HV BLADE FLORIDA BUILDING CODE (High Veocay Hurricane Zone 02017 EASTERN 13EAL SUPPLY, INC. BERTHA HVw A.S.S.A. Accordion Shutter System V. BUOE I1 W OR W 0 N.Y. 3N®OW BLADE. & H.V. BLADE. American Shutter Systems 077 5Ezcaffen , DPAWN ar: Le. Association, Inc. I mD is -on -A-f. Mac mMa ,, 4268 West Needs th"o 3 DRAWING No Week P.I. Beech, FL 33407 Phone: (800)432-2204 . Fas: (561)205-8380 A 1 1 7—t 02 OUT JINN K• S.U.S. O 12• .C. EVLL L&Gw. SEE NOTES ON LOCNIND M)S® , W' LOCISO Pro TING GLASS INSTALLATIONS W/ 1 HV 1*: AND N.rtRtU1E 1N LOOK 0ON SHEEP D. euDE 54C14 DETAIL N S YN D MR ALL BLADE W HV CENTERMATES CExrtRMArt9 AOPIIC,RON MM OU➢E0 OR SEE END WALL CONNECTION EXISTING Goss DETAILS ON SHEETS 11 k 2f O] 1/K• J• 6 1/2• - T• T — OPPOSING SYMMEETRY�CAL CE TER S CENTW/ HV L K for i2 MIN. SEPARnnoN 0 OC TO cuss w �,),t �/ / (SEESNEIEW� ON 1Lv3'11 35 IN s 1 5 `jrr.l"120 0 ®m©.pm0w,o r®w O ' (D HVB ouT ®" HVC 10 u®m© ®m® ®w HVA a®a©. O7 mOm lO r�a - POURED CONCRETE OR © OO ®O1© OO •^I ,0 - © //--EKImNG GLASS RCOONUR0 BLAL% W.UL SKIS NO r 8m, 8a 8. /---------- ®w©-®m 15; / ----- c As ©_�m�9r®w�•®_QJ `sussN b 1 CYN EETRICES* 6 --- IN ©. �w�. �m®r® (sEes Nmui00 E ON SEPAMIN.➢AVON IN * LOC UNiERIOR ©�Om Or ©w,®r�wO9 SHEET 12) / / TO C ASS (ONX ��M12) ®VRIOR) INTERIOR CONCR VARI li ' ' / OF, * O.C. 1 ®w * 3 VMNES i DD• * m ® a ® OUT 6 1/2. OAK. SLACK (E%IFRIDR) ** HVD DNT SEA A'T� HVE FLORIDA BUILDING CODE (Hi h Velocity Hurricane Zane .0DENSF•.,.✓�- ©xan m1Eco. In. (ENDIxELmxc) 02017 EVSi[RN IAET0. SUPPLY, INC. _ •a E •No' *; BERTHA PM *4416i Accordion Shutter System Nc. A c c A V. AIP➢E il W OR W/0 NV. WUIDOW BIAOE A HV. BUOE K TILLIT TESTING h ENGINEERING COMPANY American Shutter Systems AMIN D[solwlox mrt Me" Dn M '.'�p•,,C �%;. LYE II�Y ...... %. m. me. .v wsOm. n .1s Association, In". I DLD 1s-aTs o) D' v 420 Weal Rood. Ome [ /saYIT wID C'�[e/n j11 Plww : (JO e)6T �� BPoO eom 6)fin-ISJ1 Phone: (0West 0)KS2lm Es chp.1 (SBQ209-B360 DRAWING NO ONAIEtu' 11 17-102 "`nri^iJlr•� NWOER A T 1, PA. e P.E. SW.(61ENAIURE/OATE iLORaA Lic I u167 3 1 SKEET e B OF 28 I IT I'r EIIIMO cuss O V I P I' ` I� BVDE Ips1ACK DEUJI INF, wdCATED ON SNEEr e, N WELL AS UNNERfiAL F=NC BLADECDCU" HDO-NW] , ©m®m©. OJ m $�m10 •®m INStAWDON pEEAM1 NVG SHOYIN IN SHEET, Al1EAk41E i(OD (D ©"'0'07 ®' SEE END CONNECNON DETAILS ON SHEETS 11 & 20 ILL".VLN ' 1/4'o TWOON 1/2' ;B I L----------------------------------- xs.lolYBE i /I04/4'S.N.5.012' -----------� McIE (t1'P) oC. 1ULL tENOM. * IN HV "T" MIN, SEP non HV 5 3 30 LOCK (INSIDE) 1 3 > ( ) LOCK (INSIDE) (sEE S w12) DN SHE 12) ---------- 1 A A. * SEE NOTE 6 FOR W LOCK J� . Y LOCK, ON SHEET S. t SE 94" ALUNMIN (2024-10 All" LARGE nANOE MIN SHEET NUISEM. PM / Mo. AS MANUTACIUREO BY AMEL CHERRY 1VOORK PMSIPP . NEW JERSEY 07054 OR EQJsL s 30 HV "T" LOCK (OUTSIDE) No. 44167 RE SFAL/SGPWORE/OATE OUT 1/4" 0-20 x 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. 26 1/4" 0-20 x 1" S.S.M.S. W/1/4"O x 5/8" RIVNUT t. HVG* fr t7]01] N.1EC0. INL' (ENGKODRsO) * IL EC01x,. C \\ TIWT TESTING t ENGINEERING COMPANY ]CA Sl. eLL 10.1, , F*A 4( )8 1-t" y \\ Pnone : (fOe-=I:e00 . Po.: (300)BTI-fAl .- H OuamOm4aam ""m-OWe)IO aA NMt JP.E ROR IIORCA I.J. Itu1eT A.S.S.A. American Shutter Systems Association, Inc. 4268 West RoaEs 06w West Palm Baaah. FL W407 Phan.: (8M)452-2204 . Far. (561)209-SSBO NYLON SCREW HEAD HV 'IT" LOCK (OUTSIDE) Accordion DRAWING No 17-102 Y' DUSTING GVSS oUT 9V IN I� INSTALLATION In HHV BLADE W/ HD CENTERMATES E. C LASS SUN 0 XCN' (OPRONAU 4 35 / IRE MIN. SE NUiION 4 H.V. Ax Ri To I '10 :: 3/4 s.Ys. o lx• TO CV ( ) my/eortoujj G.G. PINS TYP.) IN In• S.u.S. (ON SHM 12 ( (4) H.V. J6E Ar Dur I 6 1 2 PINS (TYP.) (o� * SEE NOTES ON LOCKING RODS ® h HD ® LOCKS ON SHEET 5 ** UNMRSAL FLOATNG BLAG'( DETAIL HOD-HYD IS YADD FOR ALL CENTERMATES PPPLIGTIONS YIRH BLADE 1Q yDB— VB (OPRONAL) OUT SYMMETRICAL HD CENTERMATES W/ ii'4 LOCK (EXTERIOR) �v \ .®w eljep/xxAnlA, ���� HOD—HVD** FLORIDA BUILDING CODE (High Velocity Hurricane Zone ,1 ,a �ru6ENa NO.44167 Zy ,Q 'V ,\ _ -`p VGA \\\ '.• �Q Te�p4 ©201T RUTCU. WM (ENDINEERNC) 1� E C O E■C. A■S■S■A■ American Shutter SYB16T9 Association,68WestInc. 4x68 Wert ah, Dove 1yce1 Palm B<ocM1, iL 33I0l Phwa: (800)432-2204. Far. (561)209-8380 02017 EASTERN METAL SUPPLY, INC. BERTHA HVw Accordion Shutter System ,V. RUBE 11 W/ OR W H.V. WWOOW BIADC h KY. WAX / TILLIT TESTING h ENGINEERING COMPANY Was NW. eun L. S. snx xxmw GNsWxI El - m1e Pnm• : (]O a)B1�-1S]0. Poe : (Sm)611-10]1 ",.T nR WµTR A TW! .x. P,E. Noxla uu / 44162 REV.xe wisOUD a1E oRMa W. 1 15-lax 010 10-o2e m/2e/n 2a aID oT/xe/n DRAWING N0 7-102 3 \ L' P.E. SEA1/5(C171IfiInyDATE 2 SHEET 10 OF 28 e CON REID RED POURED CONCRETE 0/ OR POURED ER ORUCONCCRETE CONCRETE ORUCONCREIECRETE CONCRETE BLOCK WALL '' / BLOCKWALL REOUIREO { BLOCK WALL REOUNEO / REQUIRED '._/ • 1 / BLOCK WALLLASS REQUIRED i / ' - i + / / IXRDNC CLASS " � / E%STING GVSS / CONCRETE ANCNDR EXWNO GLASS / ////// —j--� / / / /2 MIN / EMSTWG GLASS O IB' D.G. / : _ / i / / UN. SFPNFASEE j _ / ,- 2• MIN., H 9PMAnw // w(s�m ` m aEP SEE / , /t• 1• —E •.Et AGL Sism (a: ' / MH sEauunw /{/ �• / m O/SS (SE : 12 Iw BIOSpM0 // ( ro OAST (SEE / BO E j SC UOLIE ON srQT w EIDLT 2e TYA % / BCE C 9EBT / I / sWE0L1F w sRET 12 Tw oAOEpOND V1s'[D•.upX. gyp& / lz nR aµE'pOND / 12 FOR EVOE(DANU / I / w SHTET 78 Wt (60BJ-i6) taxi. ®, w 9ELT ?0 iw 1 2. w 9EET O mR Awu. aosm - / emEtpnQg / / anDEspe® ((LWCATE AT ) awl6p&® PIAIE (LOCATE 1/2 ` hTHFhR)SNE AT e1NER SIDE MIN VV 1/2• MIN. w©) I iUSE i' OR 3' Us 1130 /10.1/2' S.M.S. I I -- -- (AS APPBCABIE).2•[1/810'-2• I _---- EIQRI/2' S.M. - a 18. O.C. - ALUMONN CUP ANGLE O I6' O.C. I -�-- Q (600-76 µLOT) AT MIDHEIGHi � � (D1/2RS.M.S. . .TOO)M Q (2)1/4OTAPCCN ANC \ TO 5 WALL AT I.O.C. (LOGATE AT SEE CONNECTION t OR ®� EITHER SIDE Or O) 1 OR & ) OR SEE DETAL K FOR I OR TO TRACKS SIDECONNECTION® ®^ BQ• TOv eQvi •®a SEE DETAIL K FO Q B la u fi ) v 8 10 •®^. TO TRACKS v m 6• J v e SIDE COMMON I. —. (al ®^ '®^ s®^ TO TRALK9 OO ION ®a® ®a0O OB• @ DETAIL(g) B ND CONNECTION DETAIL FIGURED CONCRETE OR ND CONNECTION 0 END CONNECTI D8 ON DETAIL END CONNECTION DETAIL 0 E _ �E21511NC CV55 / j CONCRETE BLOCKN WALL— GLASS _ Q Q i REWIRED ONLY FOR SPANS GPFAIER THAN 11'-0' i /J j IXISTND �I-� REQUIRED / — — _ — 1 �10.1/2' S.N. � 6N SEPARAnw _ ro aAST (S!E j / O 16' Mt. m asss (SEE Y �------ SCIEWE w 9ETT / I SCIUDUIE w 9EET D _______ ___ ________OR®OR(BOR / 12 FOR EUCEa)" CONCRETE / ,1/2- MIN. 12 SN ET 0 FOR a ____ w SME 2B Fw j w ESEsok Fw ANCHOR O IGLESp& ®. Q _____ _ ____ 7®w©OR t�OR@ SUMANCHOfl /ED) '✓ 1/2 MIN-- / Q . / 1 KIN. h' OR BOOR(DOR 2' MI/ 2' L� [C ♦ SEE E I AHONS OF USE fOR. . SEE L I�/ ON SKEET 16 t@' IDR@OR(BOR@ VIEW Y 50 OR 1 OR p(yPLAN DETAIL POURED CONCRETE OR CONCRETE BLOCK IffiLL ©'OT >S�ia©'OT'd^v^ ND I S L ION REQUIRED • 1 •®^ O OT ®^© OO Q$^ 4s-6•®•OB ®^ Q) HV BLADE OR_ / HV WINDOW BLADE INTO ®.®,©.® pB.®. O•Qavu�•®-®•O.O CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 OB •®^Q�•®vQ•®^pQ�pgD"NNECTION DETAIL6 FLORIDA BUILDING CODE (High Velocity Hurricane Zone • L111lP T� ©ton DLIECO. INC. (wGINFOtWQ) ®ZO1J EASTERN raELY SUPPLY. WC. JOENSAo'•._P �+ �+ BERTHA HVw c 0.441 ''• ? IL ECOtaa. A.a�'.S,A, Accordion Shutter System T} T t V. BUBE )I W OR W/0 RV. 5'NOOW BLADE & eV. BLADE TIWT TEGTING & ENGINEERING COMPANY American Shutter systems I. o[ttRPnw MIT DRs., m L' S. M.PUIAssociation! Inc. 1 a01n-ma wne/rr aro m/1e/v _ O a� CAA �IT.n.: (D s 971-IM . F., : ( f eT1-1531 Ie 4268 Weal ROads D6ve 2 DRAW NG No I0'111 -ma: wmc.0.m.c.m fist Polm Beac11, R ].... 2 -f �o `••i/nna •4M.�` 0e-0006710 Ph.ne: (800)432-2204 . Fa.: (%Q209-8180 4 1 /-102 _ _rvµTUR A I'm ill P.L P.E.�'sev h FLDRDA Us. 14410T s .SHEET e 11 OF 28 SCHEDULE 41 SCHEDULE 82 SCHEDULE A3 SCHEDULE W4 ** MAXIMUM SHUTTER SPAN L+ OR "L--' (R.) FOR INSTALLATIONS W/ ®®ar W/ ONE FN L CK ®for, 23 or 26 or HD� LOCK W/ N`V`OZ`((ING RODS 35 R CEENTERMATES 2�> 29 W/ ONE HV LOCK 3D W TWO LOCKING MAXIMUM SHUTTER SN SPAN "L+" OR °L-" (ft.) FOR INSTA 1AT10 W/ 2 22 0 E5 �NVKIN� OCK 24 0 25 OR 26 W/ NP/ROTE [MUM SHUTTER * "OR °L-° TIONS 21 Bf 222 / ft 26 LOCHS (1 (1 W/ N t MAXIMUM SHUTTER SPAN* -1. 1 9FPARARON TO . nee R O IREM Mrs (1) LL+: WMIMUM ALLOWABLE SPAN FOR R "L-" (ft) INSTALLATIONS A GIVEN POSITIVE AS.D. DESIGN (1) SEE BMW FOR MINIMUM SEPARATION TO W PRESSURE WHO GLASS SCHEDULE FOR SHUTTERS INSTALLED MIN & W/ ONE HV LOCKS L ' .ESPANFOR A GIVENTHE FIRST 30'-0' ELEVATION OF BUILDING ORW/ NO LOCKINGOESIGxPREmIRE RATWG MEA9UREo AT BOtiOM OF SHurtER. DS (2) PROCEDURE TO OE6RwK wVNMUM SPAN FOR WN1 MWMWGS CR (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS ROOK/CflLWG: MEASURED INSTALLED R BOTTOM OF SHUTTER ISOVE W-O' ELEVATION F3NLOING, CONLPEM GIVEN A POSITIVE 0. ETE DESIGN wmVu 'INSTALLATONS PRESSURE MTING, CHEDULE. MANMUM NINENATYYYCONCRETE eee,PE PAIN 1+' FROM SCHEDULE.SEAR¢BOOR/CEIUNO . NxxO OR GIVEN A NEGAINE A5.0. DESD PRESSURE MINIMUM SEPARATION ro .nee SCHEDULE' L55v!¢ RnOn/COUxc uoullnx0wm0WALL filet) ROOK Ni NMNa1E NAING. DETERMINE MAUMUM SPAN 'L-' SHUTTER W/ ONE LOCK VATHOLM LOCKING RODS T' OR -) FltON SCHEDULE. L• (p l-fU 30 13'-2' 16'-0' FINAL MAXIMUM ALLOVIABIE SPAN IS SHUTTER INSTALLATION W/ INSTALLATION W/ 35 IT-B' W-ID• EQUAL TO ME MINIMUM DETERNWEO SPAN SPAN 5'O.MFTEIG.1. OPPOSING 40 12'-!' 10'-10' BETWEEN 'L+' AND 'L---. CENTERMATES CENTERMATES.. 45 I1'-I1' 1J'-I' 105' 3 3/8% 4- PROCEDURE TO OFGERNINE MA%IYUY OR LESS S0 11'-7' 12'-5' SPAN FOR U00R/COUNG IN'6EIWEFN >IOS' TO LW( 55 1t'-2' 11'-lp' WALL W/ f1O0R/COUNG MDIRIIINGS: ALLOWED 3 7/9•e 4• 60 IV-2' 10'-11' MR A GIVEN POSITIVE 0.S.D. DESIGN USE 2 1/27 FOR WD LOCK OR p� 65 9'-5' 10'-1' PRESSURE M1MG: USE WDIGATEO VN.UFS i0R 1E5� )0 B'-9' B-T DETERMINE 75 - 8.-g• INU MAX. SPAN FOR WALL WOOING SEPARATION TO See SCHEDULE' WST- UM.NS. MINIMUM �. MOUN tMK. 157 10 BOOR/CEIPNO 9ML: R W/ ONE LOCK h TWO LOCKING ROBS OR YOVMWC INSIALLAnONS. WITH ONLY TWO LOCHS FOR A OVER NEGATIVE AS.D. DESIGN SHUTTER INSTALLATION W/ INSTALLAION W/ PRESSURE WIND! SPAN PEFEAYINE: CENTEERMMRT�ES LENTfOPPOSING EN� 6 LI-- YAL SPAN FOR WALL YDUKING 1Q5, INSTNLABONS. 2 3/P •• 3 3/16• LS-- NAY. SPAN FOR FLOOR/GEIUNG OR LESS MOUNTING INSTAWVTIONS >105' TO MA% 3 1/4' ••• 3 1/4' RNA MA%WNA ALLO\YAgLE SPAN 5 ALLOVIED EOU,LL TO ME MINIMUM SEIWFFR U+', ee USE 2 IS/IB' FOR HV i' LOCK � W/ U4 . I,-• AND 'li-' w4A USE 4 1/8' FOR HV 'I' LOCK 0 V/ (4) GO TO ANCHOR SCHEDULE WISH RNA USE INDICATED VALUES FOR W C IMTES. MAIRNUM ALLOWABLE SPAN AW NEGATVE (qoA Lea. L_. GNyF�D AS.O. DESIGN PRESSURE MIDG TO DETERMINE MAXIMUM ANCHOR SPACING. CONJ4TE M uursgRr WOW WALL A. B, C. D, E. M, N'S @ V.O. R, MOUNTING F. K k L. O MAXILMA SHOVER SPAN 'L+ OR 'L-- FOR INSTAt1ANDN5 INTO WOOD SHALL BE UNITED TO 105 FLOOR/LOLLNG G. H. 1, 11 @ J. T. U. W h 1:," oaf. 0.5.0. DESIGN PRESSURE MBNG MOUNTING t H.V. CORNER CENIEOdATE/3 MAY BE AT AL MOUNTING INERVIAM 3 LOCKINGHV BLADE SPECIRCAIlONS SHALL eE AS INDICATED ON2W6'''4'-2- CONdTION /2 NONE ;5. SMEET 5. FLORIDA BUILDING CODE Hiqh Velocity Hurricgne Zone) o.IWnur (p.IS (. OF y 6: WOOD INSTAINWONS O NAnuuN Pxasu°[ B1Uvo O.E) Nnoxs0 'I a -1 In 2NLREIEk W EE S9F1,6.A�iStj MOUxIWG MOUMWG WUL Y M RMx/Cf1Mc NWMW09 RODR/CQUN4 NOxN:IM u (e) L-(R) a IIU t-(n) I IN t-(A) La In) L-(N 30 13'-2' 16'-0- IY-2' 16'-W 30 12'-3' W-9' 30 1]'-1' 16'-0' 35 10 12'-]' 13'-f0- 12'-3' 13'-10' 35 40 It'-4- W-8' 12'-0' 35 W 12'-7' 12'-2' 15'A' 15'-2' 4S 11'-If' 13'-1' 11'-11' I3'-1' 45 W-I' 12'-0' 45 W-9' W-W So 50 11'-]' 12'-5' II'-0' 12'-5' SD 10'-9' 11'-5' 50 11'-6' 1!'-)' 55 11'-4- 11'-10- --Ti 1Y-10' 55 10'-B' 10'-I1' 55 11'-3, 12'-l1' BO 11'-Y 11--4' 1T-0' IV-e• 60 10'-3' 10'-5' 60 I1'-01 12'-e 65 10'-10' 10'-f0' 10'-)' 10'-10• B5 10'-0' 10'-0' 6] 10'-9' If -III )0 IV-G• 10'-6' 10'-2' 10'-B' ]0 9'-B' 9'-8' )0 ID'-)' ll'-9' )5 10'-1• t0'-1' 9'-10' 10'-10 ]5 9'-4- 9'-a' 75 10'-4' W-1• EO 9'-10' T-9' 9'-)' 9'-6. 60 9'-0' 1.W-Q• 60 10'-9• BS 1'-6' 9'-6' 9'-3' B'-6' 85 8'-9' B'-9' 89 1.-,. 9'-9' 101-9' 90 9'-0• g'-3- g'-0' 9,- . 90 B'-6' W-6' 90 9'-0' 10'-I' 95 V-0' I.-9' 6'-9' 9'-0' 95 9'-3• 8'-3' 99 9'-2- 9'-10' too W-9• 8'-4' 5•-6• B'-9• IN B'-1• 6'-1' 100 9'-1. 9'-]• 105 B'-]' T'-11' B'-4' W-4' 105 T-1 I" 7'-11' 105 8'-9' 9'-1' 110 B'-4- Y-]' B'-T' )'-11' 110 )'-8' ]'-]• Ito B'-)' 9'-2' 115 g'-2' )'-3' B'-0' )'-)' 115 )'-e T-3' I15 6'-4' 6'-11' 120 8'-O' 6'-I1' )'-10' ]'-4' 120 )'-P B'-11- tto 6'-2' B'-9' 125 )'-IW W-B' 7'-8' 7'-0• 125 7'-3' 6'-B' 125 B'-" 6'-5' 110 )'-B' B'-5' 7'-8' 6'-9' 130 7'-1' 6'-5' 130 )'-10' 6'-1' 135 ]'-)• W-2' 7'-4- V-6• 135 fi'-11' 6'-T In Y-g' T-9. 140 ]'-5' S'-11' )'-S W-3* IQ 6'-10' 5'-11' 140 ]'-]' T-e S'-9' )'-1' 8'-0' 145 8'--W B'-9' 455 T-5' )'-0• ISO 'Y-2- 5'-]' T-O' 5'-10• IN W-T' W-]- ISO )'-e 7'-0' I55 T-6' 5'-0' •fi'-10- S'-B' 155 6'-W 5'-5' 155 7'-2• 6'-9' 160 B'-I1' 5'-2- W-9' S'-B' IN 6'-5' 5'-2' LBO 7'-1' W-)' I05 6'-10' 5'-t' e'-9' 1'-1' 165 e'-3' S'-1. IBS T-0• G-4' 1)0 6'-9' l 6'-)' S-2' 1)0 6'-Y' 4'-11' IT0 6'-Il' 6'-2' W5 6'-]' f-9• V-5- 9'-0' 1)5 6'-1' 4'-9' 1)5 W-9' 6'-0' B'-4- 1'-t0' t80 a.-O' 4'-e' 180 6'-B• W-f0' 165 B-5' 4'-6' B'-]' i-9'M Y-e' a-5' 189 64' 9'-B' W-S'USED IW8'-4' 1'-5' 1-] I90 6'-6' 1956'-3• 4'-]' 6.-1' 1'-6-1'-3' 195 6'-5' S'-5' 20D 6'-4' S'-3'LfANOATOgY zos B'-0'1'-1' 6'-0' 4'-3'4' yyFF A„ os e'-!• s'-t• 11 ?� x 7 11 P ./%'� �VCFNS" �'i ;' D, tl416=�j T '. { T Yi '•'61 QV F. ••..'''d�'N1L �. S/Anw4 tB>� .II ©)UI]PMFLO. IxO RNWNFFAING) C C A.Y. Y.A. American Shutter Systems A550GIatic In 4268 We3t RP06e Orne Wed P91m Beach, FL 3.H0] Phone: (80D)432-2204 . Fox: (561)209-8380 SUPPLY, I ®201] EASTERN MEIN. NC. 1 L E C O INO. TIWT TESTING &ENGINEERING COMPANY W15 NW. ul SL FY, M. WRDe4A rAAwn R9GI6l nle pnw : 30XIII-1530 . Fax (!Os)Bn-153t -ma3: Imero9aa.com E9-9I106)19 W AAll rJn P.D. .ROOM uc / 44167 BERTHA HVTN Accordion Shutter System Y. RUDE II W OR W N.V. WW00W 9LADE § RV. WIDE W.W. OEWRI M11 DAM DIUM BY. 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WC. (OGNE"G) NP,44167 '[ IL ECOTT,c. Y. 71WT TESTING @ ENGINEERING COMPANY wa x.w. sea, a. N.. ws. www cmoas naafi v :j .,i67;•�.4 -=S T,r� WN.1EA A TWT Jr. P.E. P.E S�SLjNOtL(%REIOATE 110Mu B / N167 ANCHORS SPACING LEGENI TAPCON WITH ADVANCED THRIADFORM TECHNOLOGY BLUE TAP ER TAPPh • SEE ANCHOR SPECIFICATENS ON SHEET 14 ♦SEE E AGONS OF USE FOR BLADE �A ON SHEET 1G n HV BLADE OR n HV BLADE W/ 7C-iA HV WINDOW BLADE WORKING IN UNISON ATITS0 IM �,EI� American Shutter Systems Association, Inc. eW.Ne 1 42E8 Wes! Roads DHw Waal P.I. Beach, TL 33407 Phone: (GGO)432-2204 . 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ANCHORS SPVC NO LEGM impTAPCON CORN ADVANCED ]HFIFA➢FORM TECHNOLOGY SONG-SEf BWE TAP W/ GP TAPPERa .5¢ �AIlT& OP NEST NW autt ax WET 2e \I pE l E LA: 1. ANEMONE TO MBSIRATE SHA2L BE AS FOLLOWS: 3 w) PECMLTY =wN, Na nags A1) N NIOFOR W WO POURED CONCRETE OF TAPMN Well ADVANCED MflFADFORM IECNNOIOGM ANCHORS AND TAPPER ANCHORS 5 131V 1 3/4', AND FOR BWE TN W/ CAP ANCHORS R 1 1/2'. A2) MWWUM EMBEDMENT OF 1/4-0 x 3/4' ALL POLAR SOW) -CET ANCHORS SNA. BE r/B' WTO ME POURED CONCRETE NO WHOOMENT INTO SMCCO S1WL BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW USED 11 A BE 1 1/2' LONG MUMMA SHOUw STUCCO COST. AD I' MINIMUM MR WAUS hlM NO STUCCO. A]) IN CASE THAT PRECAST STONE PRECAST CONCRETE PAXMS. PAVFRE OR ANY VENEER BE FOUND ON ME CUTTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH TO RFACH ME MAN SIRUCNRE BEHIND SAID WALL KNISHES ANCHORAGE SHALL BE AS NDICAIFD ON NOTES AI) & A2) AB01E. FOR 01STI ATOHS ON WNM SIDING OR UPS WITH OR WIMOYT META SILOS CONSULT Me ENGWEER. FOP INSTM1NWN IWO OFS WIN META. SNOS SEE SHEET 28A (a) To UIeTMG CONCRETE SIDGI(: (ASTY C-90) 1/4'0 TAVCON NIM ADVANCED MREABFORM TEGHNMD ANCHORS, AB MANUFACTURED BY I.T.W. SUIE M I/4'0 N 3/4' AL FONTS SOLID -SET ANCHORS. AS DURBULMD BY AL PONIE SCREW. ROLT & SPECMTT COMPANY. 1/4.0 EWE TM CONCRETE ANCHORS W/ CAP AS MwuFMNRD BY FLORICA FASTENERS DIRECT, NC. 1/4.0 TAPPER+ ANCHORS AS MA urxc'TUREO BY MNER9 FASTENERS, INC.. AND DISTRIEURSO BY AL POWn SCREW, GMT & SPECMLTO COMPANY OR ANY MINOR APPROVED UCENSED OR ANIORMED VENDOR REGISTERED WIM ME AMERICAN SMRTER SYsTIMS AsMcAhM ANC NOTE: 11) MNMUM EMBEDMENT WO CONCRETE. BWCX OF BWE TM W/ W ANCHORS AND TMPERh AN WAS IS 1 1/{' AND TMMN YRN ADVANCED MREDFORM TECHNOLO(M ANCHORS S I'. N2) MINUnJM COMMENT OF 1/4.0 X 3/4' ALL POINIE SDMD-SE ANCHORS SHALL BE LMIRFLY EMBEDDED MTO ME CONCRETE BLOCK. NO EMBmKENT INTO SMCCO SNAU. BE PERMTTIED. 1/4' 0-20 Si, MAMNE SCREW USED E BE 1 1/2' IDNG MINIUUM SHOND STUCCO EAST. AND 1' MINIMUM FOR WALK WITH NO SWMO. s3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANES, PATERS OR ANY VENEER BE FOUND ON ME ERISRNG WALL OR ROOT. ANCHORS SHA- BE LOAD ENOUGH TO REACH ME WON STRUCTURE BEHWO END WALL RMSHM ACIORAGE SHN1 BE AS MOVED ON NOTES 0.1) & 12) ABOVE. FOR INETNIATON$ ON WNYL SOAP OR ERS WON OR WTMWT METAL SMS MNSULT MS ENGNEER. FOR INSTA11AMA WO UPS WRH METAL SIMS SEE SI&ET 23A (C) ANCHORS SHAL BE NSTAIILD ALLOWING ALL OF ME REMNMOm,VTONS AND EPUMMMINS OF THE ANCHORS MANUFACTURER (0) SEE SCHE]NITE BELbN MR ma DISTANCE (ED.) wtnsm SPADOO REtAwW IP MR ANCHORS. MGIF JISTANCE liERSUq SPACING SCHEDULE FOR ARCHERS - MAGNUM ANCHOR SFACNGS ARE VAID MR OME DISTANCES HAMM) BELOW. FOR E. D. TEE MAN ME NOICAIEO. RMUM ANCHOR SPACNG BY YUWRLYWD SPAVM SHWA ON SCHEWIE BY THE MWAING FACTORS. REDUCED SPACING OBTAINED UANO FACTOR ENML NOT BE LESS Nevi COMMON SPACING W S10OW FOR YAN ANCHOR TOPE. FACTOR ACTUAL EDGE DCTANCE W/ AAMACED TNT "AM Rohn ALL POINT EOUO SET BONE TM W/ CAP TAPPER + YIN. SPACING NIA. SPICING NIA. SPOONS ] 1/2' YVL $PACING J' ] 3/1' 4' FPl® WgS1E 6NPElE YEO( PWREO MNCRIE & KK �EJ lEDK PWRFD EONLWETE & [ IAEE 8)LOCK tl�lE MIN YN E6.] 1/Y DEl4. . BDX YY E6.] 1/Y 3' M90 1.0 0d8 to IMM 1.0 21 ' 041 IA - - 0.67 1.0 2' 0.7I - - - Oil - 1 3/P- 1 1 2' - - - - 0.J5 - IL EC01wa. - TIWIT TESTING & ENGINEERING COMPANY 6V! Nn. 104. 51. Me. ]OS x". oe'em FWWN N vnam : (3m)871-1530 Fax : (305)871-1531 A.S.S.A. American Shutter Systems Association, Inc. 4288 West Roads Orixe Went POInh BeOCN, FL 33407 Phone: (800)432-2204 . Fax: (581)209-8380 INC. 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Ixc. TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOUD-SET BLUE TAP TAPPER+ is SEE ARCHOR SPECIFIGVIONS ON SHEET 14 Q VAUD ONLY FOR UP TO +70. -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE ((4, SHEET 12 n HV BLADE ONLY Hurricane IL E C O A■S■S■A■ Accordion Shutter Systet t.c. V. rnnnE 11 w OR wro ICY. wwoow aunE & N.V. DIAn TILLY TESTING & ENGINEERING COMPANY American Shutter Systems 9NND orsfilmox 94Ty I owJma en IS WS II.b. .YU. A, N� ]0], xPpu GgpA'S, ftefiD, ]]I Association, Inc. I Ra 1}U)B o1/1y/1) pa1C a)/TB/1 Phone : (>0SH)I-16yD . raa: (]a9)6>I-19]I 3D. rom.enm 426E West Roofs Onve f DRAWING No -mea: EB-OOOBTIB wkT A TLT r. P.G What POIm Beach, R JJ487 Phone: (800)432-2204 . Fa]: (581)209-8380 y 7-1 0Z y Itwu uc 1 441e> 5 SHEET MAXIMUM ANCHOR- SPACING (in.l SCHEDULE FOR' A GIVEN MAX. 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INC. (ENGWEMINO) ■ SSQ■ American Shutter Systems A980CIailOne Inc. 42fie West ftOaEe Orw Weat 33407 Phanc (OO)4]2i2204.Fan (58))2W-e}80 .Y O0] t)SBLNN NUn 91PPLT. INC. ILECOE ■c. BERTHA HVTM Accordion Shutter System 4. EUDE JI W OR W/0 U. WWOOW BLADE k H.V. WADE ., V i � „'+•:�r'ppp,x F'"f.d TESTING k ENGINEERING COMPANY FW4W i)IB BJJ! NJLL 54 H. fAPoD4. ]-IWO. Fax: show s N-iwlmBlmm1300671 q',LL1ER A 11LL0J A PA ELONiW uc. / utlo OWN. OYrl': pMWDKID9R I\ U!'E}0G)xG GG/Re/LTIWT 1] 2CGN/q a NG]G/L Ao �7—�QQ 4 d-••�L P.E SFiL7A81UTGPYtOATE S SHEET I. 4lalolb ToWill. FLOOR OR SOLID WOOD SORB 9W1 eE As iM1D1Y& - 1/4.0 PPCON WIN AI WAVC01 THREeDPDR11 TECHNOLOGY ANG101S, As LLWU RED BY I.T.W. OUMf% W/ WNILNN THREADED PEETNAIION 9 (NOICATEO AT EACH SECTION ON SHEER 15 N 19. UCIT'NON: SEE NOTE 2 e40W. 2. INa101R TO HMIOW CUUNG SKAI E A5 PER MOUNTING iYPF V, S ta7 IP AND WMLL CON95T OF L40 SCREWS AS PM ND.£ M15 SPFCKAlaxS. ]. w1rYTRAU SHUM DONSRr OF INE EOLLOING -SaITNERN POE No. 2 W/ G� D4DS) -OOuaFS Fe W/ � QID.S) -9'INCE PM M NORM W/ "✓ 43 (NOS.) -SPRUCE PUE FIRSOOM W/ C-0.58 (NaS.) -LRI. 1/2CO2 PLYMIOD (1086 MA) FOLLOWP6 MIL OF TE RECtlYYfNW110N5 AND WECDICARONS Or THE p2017 1¢TECO. C1C (ENGWEWC) IL ECOINo. TIWT TESTING & ENGINEERING COMPANY FW M1.. loot 54 Fu. Y NCI31 OA9a5 iV1®L . rmor+ : (W*71-1520 . F..: (3W)821-1511 mm: ut� R m A Text .N. P.E IIOWLN O 0 44167 • SEE WRARONs OF UEE OF BV 8ON SHEET 25 A.S.S.A. American Shutter Systems Association, Inc. 4268 Weal Roads Odw West Palm Boaah. FL M407 PNun.: (8DO)432-2204 . Foc (561)209-11380 INC. Accordion Shutter DRAWING No 17-102 (SEE MOUNTINGS ON SHEET 19) :E�-; U BST IRATE MAXIMUM SPAN SOUTHERN PINE No. 2 W MIN. G=0.55, D UGLAS FIR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH W1 MIN. G=0.43 SPRUCE PINE FIR SOUTH W1 MIN. G=0.36 00 B.O. 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WALL MOUNTINGS S & V ASD McCaw OESIQI LOAD NEGTIvE oE=N NGD Asa H E Dw C49GN LGD (psl 30 40 60 75 90 105 30 40 160175 190 105 30 40 60 75 90 105 3'-0' OR LESS 12 12 112 112 12 12 12 12 112 112 12 12 12 12 12 12 12 12 4'-0' 12 12 112 12 12 12112 12 12 12 12 12 12 12 12 12 12 12 •-0• 12 12 112 112 12 12 112 12 12 112 12 12 12 12 12 12 11.5 10 6'-0' 12 12 112 12 12 12 112 12 12 112 12 12 12 12 12 11.5 9.5 8 7'-0' 12 12 112 112 12 12112 12 12 112 12 10 12 12 12 10 8 8 8'-0' 12 12 12 12 12 12 12 12 12 12 10.5 9 12 12 11 8.5 7 7 9'-0' 12 12 12 12 12 10. 12 12 12 11 9 8 12 12 9.5 7.5 6.5 6 10'-0' 12 12 12 12 11.595 12 12 12 10 8 7 12 12 8.5 7 6 5.5 I V-0' 12 12 12 12 10 8.5 12 12 11.5 9 7.5 6.5 12 12 8 6 5 5 12'-0' 12 12 12 11.5 9.5 8 12 12 10,5 8 7 6 121111 7 6 5 4.5 13'-0' 12 12 12 1O.E 8.5 7.S 12 12 9.5 7.5 6 5.5 12 10 6.55 4.5 4 14'-0' 12 12 12 9.5 8 6 12 12 9 7 6 4.5 12 9.5 6 5 4 3.5 15'-0' 12 12 11 9 7.5 5 12 12 a 6.5 5.5 3.5 11.56.5 6 4.5 4 3 16,-0' 12 12 10.5 8.5 6.5 4 1.5 12 8 6 14.5 3 11 8 5.5 4 3 - n HV BLADE ONLY 'H NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1. ANCRORS TO WALL, FLOOR OR MUD WOOD 50" SHALL BE AS FOLLOWS: - 1/4'0 TAPCON W11H AIT'ANCED THRESDFORM TECHNOLOGY WMORS, AS MANUFACTURED BY I.T.W. BLIDM 5V/ MINUM WENDED PENETRATION AS INDICATED AT EACH SECTION ON SHEER 18 & 19. EXCEPTION: SEE NOTE 2 BEGAN. 1 ANCRORS TO HOUDW CODING EHA51 BE AS PER MOUNTING PFIE U. SHEET 19 AND SIWL CONSIST OF LAD SCREWS AS PER MS 2015 sPECiFIG1XMS 1 SLIBSTRME SHALL CONSIST OF ME FOLLDNAG -SOUMEM ME MD. 2 W/ G�GM (N.O.S) -OOUCUS FIR W/ G 0.50 (ND.S.) -SPRUCE ME FIR NORM W/ En0.43'(N.D.S.) -SPRUCE PINE FIR SOUM W/ E 0.38 -MIN. 1/2' COX PLYWOOD (1080 APA) 4. ANCHORS 9 BE INSIALEID FOLLOWING AEL OF ME RECOMMENDATIONS MD SPECIEIGDONS OF TIE ANCHOR'S MANUFACMiER. 3 _ . i• •% j1y�,j AWE ORIDp: '!4 lAT ••"••.......: a 1T i�•fAE,_ ON17 TITECO, PL. (EIRS EOONO) A■S■S■A.- Amerlean Shutter $YS}BRI9 Inc. 4288 Weal Rood, DHVO What Palm B h. FL 33407 PNone: (BOD)432-2204 . F. (561I209-B3B0 02017 EASRRN METAL SUPPLY. INC. iEL E o 1.�. - BERTHA HVn Accordion Shutter System V. BLADE +1 W/ OR W/O RV. VIINDOW BLADE & H.V. BUDS TILOT TESTING &ENGINEERING COMPANY N55 NW. M6 N_9 Y WIWG CMND4 MIDI MI.A990DIOilOn1 Fnene : (]mbN-1530. F. : (SOT)PI-IMI _�]; ensmvx®n W-0005719 TINS Jr. P.E 1LWi0A 5k. / utM1T vEY.Ne n[SCAIPnaN Gr[ MAxR 9I: LC, I OID IS-OA O)/]I/I) GTE A/L0/1] 5 DRAWING Na 17-102 5 4 ANrc/wTE 5 SHEET W/ 1 1/2' Min. PENEINAnON OF IHRFADED AREA TO E%I311ND MOD HEADER (SEE SCHEDULE ON SHEET 1B) ®* 2'M' MOD REWD. 1/2' Met PDWOOD R (SEE SCHEDULE ON SHEET 16) 1/6'P-200/c' Ss MACHNE SCREWS W/ 1/4'-20 NUTS O 12.O.C. 1 WKL F NISH I' S.S. WGxINE SCREWS NUTS a 1S O.C. 2'.4' CM. S PLATE REO'0. 91 1 f ENSF :�� t r' No.4416 ' * S VI _ O AtR dA .`p\� 1A i LT/Bge1 E.T�.d1 Q201I nL1EW, No. (ExOxEEWNC) �+ A■a7■S■A■ American Shutter Systems A93OCtat(0aT Inc. 426e Were Roads Gew Went Palm eeacN, FL (51)2 Phone: (800)4]2-2204 . Fes: (581u09-eDBO 02012 EASTERN METAL SUPPLY. INC. 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TnmM GEES F. Ga 4265 West Association.Ins. 4268 Yleal Ra06a DtlVe 1 DRAWING No ll FMno : (30 ))8T1-1530 . F..: (M5)871-1531 Weat P.I. Beach. FL 33407 r_ -mw: xl ooasfim E8-0006712 Phone: (BOD)432-2204. Fac (5e1)209-8380 17-102 4 P.E. SEFl)SIGNAl11RE/DATE HALTER A MUT Jr. P.F. FLmmA Lla / 46167 a 8H OF ie iIXTOIR cW5_ lox. ol. RH.am 1 WL u e1�X111 94) 0160.0 5LL1 .16 $ 4 1 OR ®� ssf wAs I to OR ®� WETo TMCM$ ia_. END CONNECTION DETAIL mwc cuss v.•e T rc 1mm IR'AHCm IMEMfOCY E'w• 10L w00D umcws w/ 1 1!r IM TOG/® R1�IIlRHlIOH. IOl b1169 PfL•0. OIIp 5f WS o 1Y 4C W IR M a END CONNECTION DETAIL 44167 @ R9•^.3"'V•4(3y ��.® .ti•�•V•� PLAN •���.��.® ' DETAIL X FLORIDA B pxov m1EW, NO. (ENLWEFA010) ., A.S.S.A. American Shutter Systems TILGT TESTING ENGINEERING COMPANY Association. Inc. . xw ) m. ]00...aw: (JO5)S flass.%-lW Ni PMu : (XO)0)1-OJO , ra.: (]OS)0I1-ISJI 4266 VI.d R.ft 06,o ,.I -GOOV eetcem �[e-ow Ne01 ]]407 Pi:one: (600)43]-4204 . Far. (SBI)4o9-e]BO 32- (X . .: V4fO1 A x 1 U. PC J R[1m.11c F NI67 END CONNECTION DETAIL • WLYEID ow.r la mars w nux 1r-r SEE GYRATIONS OF USE OF GLACE fA ON SHEET 2e WINDOW DRAWING No 17-102 nn ie� no 00 (� . 7 US, TYPICAL (2l HV BLADE SHUTTER ELEVATION N.T.S. i9i /Aq� SPA(3N�A+ DD IINSFALLATION AT OHEAW DUTY SYMMKLETRICAL CENTERMATESRS Afs INSIDE OR'OUTSIDETLOCK, ATTACHED 1(A HEAVY DUTY BSYMMSETRICAL CENTERMATES WITH (3) #8 x 3/8" LONG FLA HEAD S.S. M.S. LOCKING RODS (a ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION A 2, LOCATION OF a H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FORS UTTER SPANS UP TO 105". 1 H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" OVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105", ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. ...... J F k No. 441 Tj Y �y/ �y S •y ( tt f,�4 as y 11 ��. S/l1p Al E :•� �- ©2011 nam. me (eKi¢ .) 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OR i/4b-20;SS. N W/ NUT O 0. O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) ID WALL SILL INSTALLATION CONCRETE REOUWEO— 3MA11ON OF.FGTIDNS, F© HD RAINGUARD INSTALLATION 21 FOR TYPp'AE 9IUTEER F E. D. EDGE ORTAN iECRONS [AH1 BE COUBHNFO (SEE SPECO1W10N5 O ON SHEET 261) sTrt uv xnuRAnaN. .al _r.0 A T14 "'�_ D610iG GLASS 0,40/4• HE WASHER HEX TEX scREWs O 6. O.C. © N L11JU HEAD (SEEE WKEDULLEE CONCRETE SHEET 26) bb HD WALK —OVER INSTALLATION KEX WAHER SCRENS e EDGE OF - sAO i V CAMX © HO FLOOR INSTALLATION INSTALLATION DETAILS W/ O HV BLADE SCALE: J/e'=1" - °. •``ZENSF `/� i No. 44187 'tNC. 7f ° ©:D:) MUM. MC (N R ERWG) ■ ■ ■ A S S Accordion ■ American Shutter Systems Assoctatlon, Inc. 4268 Vlest Roo4s Drive Y00) 2-2 Beaty, FL D310) Pbone: (e00)1J2-220{ . Po.: (e61)200-6]00 _ �� 1GHHVT L E coC O BERTHA Shutter System I.Y.YBLADE #I W1 OR WV10HY. VAMW BADE & HV. BADE 9 •, .+ ? �. -_ �OAlei111 �� TILLIT TESTING & ENGINEERING COMPANY eau. w ( 5) so. ws. HR F..: c05) Naes. vH PnmR : nOs_n k 100 . F..: (4w)611-191 m e. NbFNm mm m-0000210 NN.TER A 1WIT P.E sLOwO. 44 uu 1 4416T RwN.I DES."011 I o.TE IV. Tm Lc I OLD 1s-mR 0 /2qn MID w/2./n a 1 7- 102 4 4 P.E SEti/66NAfuR[/DATE SHEET HOF 2B 6 RM1 O.O •_ .Q•� O .. 'FEE NOIES ON LOCKING RODS@ h Me@ LOCKS ON S1411 11 INSTALLATION n HV BLADE ---------- EMISTING GIASS L-- ----- r---------------------------s ,PY••. VGNU • '�( : F%• 2o1T X=. M (vIGN MM) N iE L C01we. A■S.S.A. fo.4416 American SIINon, $y81eT9 7* , 2i y TIWT TESTING k ENGINEERING COMPANY 6va xx. ]eu. 6L o.. ]v> xvcnu vawva. Heave vie Association,n, Inc. 920 Weal RWE6 Griw s1 •'••.....•• �\ ,T (]o9en-1e]0 . Pm : (]OS)e21-101 - a: otavoeo'. wTW �iW622i ir. P.[ RWtOA 1 1 44167 AenWee! P64n Bev6M1, tt 33407 Pe: (800)4JI-f206 . Far. (551)S61)208-8380 P.E. SEAL/SIGN4TURE/61TE E (High Velocity Hurricane Zone) GSfFRI NET& SUPPLY. Mc. FERTFIA HVw rdion Shutter System OR W/O ILV. PAIAIOA BLADE k H.V. BODE moN van . 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OMOw 6 4Otl END CONNECTION DETAIL 1� POURED CONCRETE OR / CONCRETE fLLOd( WALL PEdRREO— GIASS / �F]OSTWG — WIN. SEyNUTTON / TO OIASS �CwTCRflE� (SEE SaIEDxE ON SH 0) ll®wv.Ooa .Ow®.0 OR �I4 �OR OOl 4CPO® OR1UOR TO TRACK$ 6100RcOR®♦ END CONNECTION DETAIL (1 END CONNECT® ®TAIL • REOUIRED QNLY FOR SPANS w mt 1HIJ1 12'-0' PLAN VIEW Y DETAIL X END INSTALLATION (2� HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. OR© �'vCENBF`:✓( = o, 44167 L? i OA; // f • �! ,• (i�v� :'•� ; t ) C ,:` �6\ ®101T RLi@t Nt (06w¢PoNO) ' A S S A ■. American Shutter systems 420AssWest ion,Rhode Inc. F Grim P Wed Flown. West wee( 2-2 e.ocn, R ]]a0] vnaee: (eoG)ax-zza . Fe,: (set)zos-e]eo ®]OI] EASTERN NEUL SUPPLY. INC. IL E C O INC. BERTHA HVTM Accordion Shutter System U. BlAIE I'W OR W/o N.V. WWI WA a H.Y. Rpm TIWT TESTING & ENGINEERING COMPANY NS6 11b. M. bl. 9a NS NRLPW WDD+4 MPY LIB Phone : (JO.,hoe S]D . E..: (]w)ell-ILL -.i 11 o,06,19 som Fe-mo6Tle noROA W.. 1 44167 Rn.x. wsaw(w wa DN.OM Tn: Lt 1 D1D 16-Dm wnvn wm w/zvo iDRAWING No 1 %-1 O2 .+ - a PS SEAI%SIGNRUf✓E/MTE 6 SHEEP 24 OF 2e e MAXIMUM SHUTTER SPAN 'L+" OR "L—" (ft.) * INSTALLATIONS W/ SYMMETRICAL 31 OR 33 . W/ ONE HD 4 & NO LOCKING DS65 IUX01W A40.�i M+L.) POURED CONCRETE INSTALLATIONS ALL MOUNTING CONDMONS L F IN L - (e) 0 OR LESS 15'-5' 18'-0' J9 14'-10' 40 14'-4' 45 1S-I1' 17'-G' 50 13'-6' 17'-W 59 60 65 12'-B" 70 12'-G' 16 -11" 75 12'-3' 14'-9' DO 05 11'-10' 1 - 90 11'-B' 13'-2' 95 11'-3' 12'-10' 100 10'-6' 12'-6' 1D5 10'-0' IX-2' 11a 9'-6' IV-11' 115 9'-1' 11'-a" 120 6'-9' 11'-9' 125 2' 130 135 IV-9' 140 10'-6' 145 10'-4' ISO - 10'-2- 155 IV-0' 160 9'-10" 165 1]0 9'-]' 1]5 - 9'-Y 180 - 9'-P 190 1 9'-0' 195 1 B'-9' Fill W. 44167 P.E. STAL/S9NATURE/DATE UL+: MAXIMUM ALLOWABLE SPAN FOR A OVER POSTIVE .D. DESIGN. PRESSURE MENG, L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE MENG. (2) PROCEDURE FTO DDETERMINE MAOIJUM SPAN FOR WALL ROR GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING. DETERMINE MAIIIMUM SPAN 'L+' FROM SCHEDULE GIVEN A NEWTNE ASD. DESIGN PRESSURE RATING, OETERKNE MAXIMUM SPAN Tr-' FROM SCHEDULE FOUL MAXMUM ALLOWABLE SPAN IS EOWLL TO THE ENTMUM DETERMINED SPAN BEIVA'EN 'Lt AND *L (3) PROCEDURE TO DETERMINE MAXIMUM SPAN MR COMBINATIONS IN EEIWEEN WALL W/ FLOOR/CDUNG MOUNTINGS: FOR A GIVEN PWOIVE &S.D. DESIGN PRESSURE MTINM DETERMINE L1+m MAX. SPAN FOR WALL MOUNTING WSTALIATIONS. U+m MAX. SPAN MR FLOOR/CDUNG MOUNTING FOR A DINER NEGATIVE ASD. DESIGN PRESSURE RATING DETERMINE: L1-- MAR. SPAN FOR WALL MOUNTING INSTALLATIONS. U-e MAX SPAN FOR BOOR/CDUNG MOUNTING INSTALIARONS. FINAL WIXIMUM ALLOWABLE SPAN IS MOO. TO WE MINIMUM BEDVEEN '4+', '2+. 11- AND 'La (4) GO TO ANCHOR SciEDUIE WRH MINT- MAXIUUM ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN PRESSURE RAMS TO DETEFdIINE MAMMIILI ANCHOR SPAGNG. (2) HV BLADE p2017 m1EW, wC (fN uR,NG) ILO- TILUT TESTING & ENGINEERING COMPANY "I N.R ]ESN M. Eta = N:MiNA LWaM . M Pnan.: rya elan -Iva .FED : (JWJFTI-1vl .n<x Qawe,a.wm D-W06)IB WµRR A loll! L.PM u167 MROM Ue. / ♦ SEPARATION TO GLASS REQUIREMENTS MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED AT ALL ELEV910NS OF BUILDING 15 INSTALLATION LEGEND SI�mArz PWIED CONCRETE YWNIMES EHEET IND WALL MOUNTING A4 & EE FLOOR/CEILING BE CC, DD, MOUNTING FT & CC ING. A■S■�7■A■ Accordion Shutter Systei .V. BIADE if W OR W 0 RV. TdNDOW BLADE & N.V. BUD American ShuttBT systOTns RE Z DMIrx urz i GPaA, W. U. Association, Inc. I OLD 19-ala oTpein MM wp6/1 4266 YkA Ronda Ddva i DRAVlINC Na Went Fob.,BeoaN, it 3J40T 0 Phan : (600)432-2204 . Fan (561)Z09-1KJ60 1 A I 1 1 %— 1 02 OaOa ®a'Gy TP. Fa Ex0 OHMS ON SNan 11 1TJ fall HD@R. (71> r1 �_to -7 (0b A UP9 9 91 9 9- 9 9 9 91 9 9 9 9 9 91 9 91 91 9 91 9 9 61 91 9 9 9 9 91 91 9 91 9 91 � ' 9 9 9 91 9 91 91 ©his,. �...—. 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SST BE ONLY NSTANFD AND LOCKED USNO A N/ YTRIIE iWL PRPO<t w ASyy INC. 6. SEE ANCHOR SPACING SCHEDULE FOR IHSTAW0016 INTO WOOD FR NT BUaDPICS ON SHEET 10. AS UMIIED BY SPAN AND ASD. DESIGN UD.AD (SEE NOTES 1 4 2 ABPOD. G. SEE ANCHOR SPACING SCHFBUIE FOR INSMUA=Ni INTO POURED CONCRETE OR CONCRETE BUNCH WAIL ON SHEETS IJ 4 14 AS WAITED BY SPNI AND MD. DESGN LOAD (SEE NOTES 1 4 2 /DWG). e. YDeum swaun6N To Fuss sdhsa 1E: BeliSHUTEB SPAR YWYW SPNUOON m CUA4 Sao. 5' NE1t =_ .. z e�:• c�Ns� •.. 44167 + L OFy •Nth[.: O9\ . _ la- , SJQNAI� 1' 1 ©2012 nLTECO IxC. OWNEBBNG) L , TILUT TESTING & ENGINEERING COMPANY eOH Na. So.Sl s1a. Ooe, wmu roasca . Fttlaw V,e Dlmna : (•A5)Er1-1]I0 . En , rym)Br1-tssl .,0: U1eco0".. E6-0.6716 WRONDA Ua / 44US7 A S S A . American Shuffer Systems Association, Inc. 426E WasE Roads Min West Palm Beach, FL 83407 Phaae: (800)4]2-2204. FaK: (561)—a-]80 8 02a1] EASTERN METAL SUPPLY, INC. BERTHA HVw Accordion Shutter System .V. BIABE I W OR W/O NV. MM BLADE & N.V. BLADE A REYNO DE6CRRn9w Harz DRAYN Dn Lc I Ot0 Is -En Orpe/12 Dam W/2e/I7 , DRAYIINC No B P.&TW' SW&E/DATE 5 1 1 qwr" uvV SNOS AT le' GC 0 INSTALLATIONS W/ n HV BLADE & HV CENTERMATES I INTO METAL STUD WALLS * EaSTING GVSfi� ui" SEPARATION I ` TD GLASS NG NN (SEE SLf1E0UtE) 4 m RISiWG fW6T1 �) � �AS APPIIGBIE � a 6. O.C. 1 `a 1' . 1 * GENERAL LIMR�TIONS AND CONDITIONS OF USE FOR BERTHA(I OW BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. AS.D.DESIGN PRESSURE RATING: +75. - 75 p.s.l. 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: NS ON THIS SHEET. 4. ONLY RMATE 21 W/ 4 HV LOCK ARE ALLOWED WfIH 21 AR GED N A METRICAL LAYOUT. USE 0 (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF CENTERMATE. y 2.000• Mae. a 09' 3® I/4"m NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE n 3.000' WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1' 4 4' y uy rya jol]l BETIDE SLACK DETAIL HVF IS VALID FOR t/2' 12CENTERMATE 21 APPLICATION WITH BLADE D 436 ®6 O.C. WALL HEADER/SILL INSTALLATION sx¢T�o As AMPtIGn1E T& II (IYP. TOP B01TOu) FZEMIWC-- `'-� )a-+; `'`ti7 a•'::,1.'; SYMMETRYCAL `T•i• !' r: SYMMETRYCAL ;j 4, Y'+' I MW. sEWAATION vanes q•y• -.4{•y CENTERMATES W/J I��%r• CENTERMATES W/ IC:r�EME) T. EXTERIOR ACCESS SIDE'+ '" '.,? :y' r ERIOR CCESS SIDE t:; .Se.`•" n+.) a rsaina R�1 IN e•I wan aeO1um TOIN __ _ _______--________ _________—___ __ —__ mil 21 21 21 `' 21 1 -3 t/r RroJ n Vz' Ow'.)lopt, T 24 s I/z• MAXA/f H C BLADE SLACK DETAIL HVF FLORIDA BI •.•• Only mma. me (EHaMERmG) T No. 44167 * * IL EC O INa. A.S.S.A. `� �' •, p� '•4� TIWT TESTING &ENGINEERING COMPANY American Shunter Systems ease rta. Mn' u, m = "emaa awmn Dae.w MI Ae8 Want lea, Inc. `(a; V Mane : Cne afl-15W . Fax: (MS)nr1-1331 42fiB Ylea! Roade Driw �) �� "�. OryNLE�: •' -"ak 49aneaaeLwm West Palm B..c . TL M407 ,aaa.e• ®-maeTla Mane: (600)432-2204 . Fax: (561)2t1B-MO MLTW A. 1611T ML P.E. SFAL/SIONATURE/OATE rtaimr. 1h / aa44 1e7 a Mae. 4x LENGM . t• ®3 I/4"0-20X3" BOLT MUST PENETRATE 3e t' r .373' I- a50' 1/4.0-20 THREADS 43 1/4"0 ELCO CONSTRUDTTON PRODUCTS FAB—LOK HD COMPONENTS SCAT£: 3/8'- 1• LOCATED AT Hv 11FADER/S `D`m L VIEW Y SIDE CONNECTION TO TRACK MTERN METAL sUm0.Y. MC. BLADE 11 W/ OR W/O KS ENDOW MADE & DRAWING Na 17-102 ANCNDRS SPACMO LEGEND MAXIMUM ANCHOR* SPACING (]De) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN MAXIMUM A.S.D. DESIGN PRESSURE 14'a W`mN I6•u TAPOOR n I RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCREIE INSTA AT)ONS POURED CONCRETE MAXIMUM ALL MOUNTINGS AA THIRD GG (SHEET 22) SPAN (IQ USE MAXIMUM VALUES BETWEEN POSITVE AND NEGATIVE A.S.O. DESIGN LOADS 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 B. 4 1/2" 3 1/2" - - OR LESS 12" 8' 6" 4 3 3/4' >8•-9' 6" 3 1/2- 3' li - - UP TO 12 _i 10" 6' 4' 4" - 4" 3 1/2" E- VALID (A) ANCHORS TO 17ALL SHALL BE AS FOLLOWS: &I) TO EXISTING POURED CONCRETE: (Min. 1'. - 3192 psi) - 1/4.0 TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. BUILDEN. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4'. A.2) M EXISTING POURED CONCRETE: (Min, re w 2899 psi) - 5/I6.0 TAPCON XL ANCHORS. AS MANUFACNRED BY I.T.W. BUILOEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16' TMCON XL ANCHORS IS 2 1/4". A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE POUND ON THE MISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUMRE BEHIND BALD WALL FINISHES, MCHORAGE SHALL BE AS INDICATED ON NOTE A1) ABOVE. FOR NSTKIABCNS ON VINYL SIDING OR EIFS CONSULT MIS ENGINEER, (8) ANCHORS St BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPELIFICAIONS OF THE ANCHOR'S MMUFACTURER. (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTAVCE FOR ANCHORS. MINIMUM REQUIRED EOGE DISTANCE FOR ANCHORS MAXIMUM ANCHOR SPACINGS ME VAUD FOR 3' EDGE DISTANCE FOR 1/4.0 TAPCON AND 3 5/8' EDGE DISTANCE MR 5/16'0 TMCON XL. () HV BLADE ONLY t A P V ": •! � VCF ✓ e •� ; No, gq�B7 '•) * O •'• . JQ. - ^ DIr V (,C'• �• , -._, VIAL EN��a'' 1 ©R01)¶LTELO. INF IENLMffAWC) ■ ■ ■ ■ A S S A American Shutter Systems Aaeocla}IQD, Inc. 4268 West Roads erive West P.J. Beach, R 33107 Phone: (B00)432-2204 . FaIc (561)109-8380 620I7 EASTERN METAL SUPPLY, MC. i E C o INC. TILLIT TESTING @ENGINEERING COMPANY Wes"' " . St. 6L. ]s% NPIaM GV09S, nPOPt Jlle Phone : (343)OI-IM . Fa.: (M)eN-IUI a•mau: Rmaoe elaam E6-p066T1a Wx.TEA A IDN Jr. P.E. RORIM Do. 1 44167 BERTHA HVTN Accordion Shutter System N B(ADE J1 W/ OR W/0 ILV. WINDOW BLADE a H.V. BLADE 1 PE.X OEswPnax wTY wArm Rn Lc 1 aln IS-ORa m/Ie/n MiE: oT/R a/Il R DRAWING No 1 7— 1 02 3 e P.E SFAL/61GNATURE/OAiE 5 1SHEET -- 12' UN. CLEVW,CE TO BIAOE TOP EDGE VEOEQ L7 MT PORON OF eME ll AeT_____________ ------------- 1A • EXTERIOR .0625 ss• --�- I SECTION X-X NY mNwW BL40E SCALE: I" - 1" EXTERIOR ELEVATION SCALE: 1" = 1" POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV -STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 28). POLYCARBONATE SOURCES FOR 44 APPUCABLE RESULT TYPICAL PROPERTIES STANDARD eaM ]a0 nwFM REFERENCE IIaYVSgRI llpl IIXl Ip] RCI PAL SPECIFIC GRAWTY HECHANI ASRI D792 0.043 IS/.n M043 IhA TENSILE RElD mllfl TN ASRA D658 9,4G0 "J. 9,500 Pe.l. FLEXURAL STRENGTH AT YIELD A5112 0790 12,500 p.J. 15,400 Ps.l. FLEXURAL NOOULUS HPA ASRF 0790 540,000 p.e.i. 345,000 Pel. NOTCHED 20D ME BURNItif�Hl�Ar ASTY D255 18 R-Ip/In IT FT-Ilin SNOXE DENSITY ASTN D2845 472 X 64.5 X UAX RAZE OF BURNING A " D635 C-I CUSS C-I CUSS SELF IGNITION ASTN 01929 INC -F 980 -F W ATHFRNM AS1Y GI55 TENSILE STRENGTH AFTER YIWHEYNG 4T1A BOB 9502 P.e.i. e840 P I. TENSILE STRESS BEFORE WFAIHEILWE ASTN 639 MI p.a.i. ee80 Pa.;. , TYPICAL HV WINDOW BLADE 2 AND vLFC1YJOD'•..� VOM17 XTECO, MG. nNONVAIING) No.44167 '•. 1 L�C O TIWT TESTING h ENGINEERING COuPANY ]n] NW. ]sP. sI. Su.3. a0Floo. J] Poana: OG3G]1-15JO . Fax: (30518]1-1831 ,p �• �a : P.E. SER/SIIXUNRE/GATE Jr. P.E. 4418] A■S■S■A. American Shutter Systems Association, IOa. 4268 West Roads a"". West Palm Beach, R .40] P00na: (800)452-2204 . 1—(561)209-8580 ®20IBERTHA SUPPLY. Accordion Shutter Syster W. BLADE I W OR YI/0 KY. WNOOW RME It H.V. BIA01 RMNa REses Pno" oAE I Mesa, BY LG I OLo I]-D]a aF/]6/O WC 0]/28/1' ] GRAYRNG NO 17-102 a J