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HomeMy WebLinkAboutPLANSMAKpo :L -wwo w3 1. BO MA H.V. ACCORDION SPUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH TEE 2017 (M, EMM) OF THE MORIN BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT NIGH VILOWY HURRICANE ZONES. DESIGN WHO LENDS SNAIL BE OETERNINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WAND SPEED REONRED BY ME J I SUICTIM WHERE SIUITER WILL BE INSTALLED WtIN A MRECT1 !UUtt FACTOR K4.O.99, USNO ASCE 7-10 AND SHALL NOT ERCEM ME MLOUMLN (ISO) DESIGN PRESSURE RATINGS Wry,CATEp M SHEETS 11 THRU to. 10 & 20. IN OROM TO VERIFY ME ABOVE CMMION, ULRNATE DOWN WIND LOADS DETERMINED PER ASCE 7-10 SMI1L. Be nM REDUCED TO ASD. DESIGN WAND LOAD$ BY MULTIPLYING THEM BY OX IN ORDER TO COMPARE THESE W/ MAK. (&S.0) DESIGN PRESSURE RAMS INDICATED ON SHEETS II THOU 15, 19 & 20. IN ORDER TO VMBY THAT COMPONENTS AND ANCHORS ON THIS P.C.D.. AS TESTED, WERE NOT OVER STRESSED, A 33 ; INMFASE IN ALLOWABLE SME55 FOR WHO !DADS WAS bq[ USED IN TXBfl ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD-l-W WAS USED FOR YOPPIWM OF FASTENERS IN WOOD. An REPORTS: H.V. ACCORDION SNUELR SYSTEM'$ KEOWCY fOR WIND AND LARGE AR MESSE IMPACT LORD HAS BEEN VCAJFDD IN ACOODURCE WITH SECTION 1609.1.2 OF ME ABOYE MENTIONED CODE AS PER RE -HV DUDE 0 102I4.0t-M, 10715.01-01 11004.01-05, /121441-05, M17.02-06. 10WG9.M-IO AND 10210.01-11 AS PER TAS-201. AND AND US-20 PROTOCOLS AND ASM E-IB08 0 E-1996 STANDARDS (MISSILE LEVEL D. NANO ZONES I, 2 & 3) & 1122a01-TO AS PER TAS 2OL 20& 20PROTOO US URGE MISSILE -HV VµOOW GUIDE 0 10505.01-08 AS PER ASM E-1885 WHO E-1996 (MSSLE LEVEL D, WIND ZONES I. 2, 3) BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER PS 202 PROTOCOL 2- HV BLADE(DAND IN MRDCW RUDE ® ARE ENGINEERED TO WORK IN UNTSON WITH ETCH OTHER UNDER ME GENERAL UNDABORS AND CONDITIONS OF USE MGATED ON BHEET t8 3. DERMA RV. ACCORDION PINS (IN SCREWS). USED AT DUDES KNUCKLE AND FOR IDREGT MOUNT CONNECTION TO MACKS SHALL BE 114A2,7S- AND 114.1.75' RESPECTIVELY, 410-M MINIMUM SERIES RWIN S RHGTH ASOSM �OH� COMING SY9iEY AS MANUFACTURED, BY MPgOYDOMPHOµPUGRS EGSTEREWah AMERICAN S URHM SFMUASSCIM PINS I OUR ME FINS SHALL W MARKING Y BERTHA HEAD. A. ALL ALUMINUM E(TRUSKMiS SMALL BE AWMINUM ASSOCIATION ALLOY WHO TEMPER AS INDICATED ON SHEETS 2 AND 3. MNIMUM TE.0 SLPENGM FOR 003-T6 ALLOY IS SOD I,, µe M.7 kN FOR 6005-75 ALLOY. 5. ALL SCREWS TO BE STAINLESS SEEM 304 OR 316 ASI SERIES OR CORROSION RESISTANT ONTED CARBON STEEL AS PER WI SOLIS WITH 50 MN MIN. YIELD STRENGTH AND 90 Es{ MIN. MOVIE STRENGTH. AND SHALL. COMPLY W/ AMIGA BURDWG EDGE SECTOR 2411.33.4- 6. BOLTS TO BE AMA A-307 GALVANIZED STEEL, OR NO 304 OR 316 STARES STNNLESS STEEL WITH 35 ku MRNIMVM MELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HF SLIDE 0r : 12.13,14,15 AND 20 HV SAKE ED & ® WORKING IN UMSON: 12. 13 & 15 B. MIS BERMS RV. ACCORDON SHUHFR SYSTEM BEARS A U.S. PATENT /W779,582. EOMPMENTS OF THS APMOVµ ARE COVERED, W WNOLE OR IN PINT BY U.S. PATENT 154m.179 ISSUED TO MEMORY MCAL SUPPLY, INC. 9. IT SHALL BE ME RESPONSIBILITY OF THE CONTRKFOR TO VERIFY THE SOINONESS OF ME STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PRO ALL SHUREi COMPONENT EDGES WHIM REIUM. THRU FASTEN NG IN CONTINUOUS CCONTACTWITH ME BUILDING TO FREVEHT WINO/RNN ,,USMN PER ANCHORKE, CONTRACTOR TO SEAL/CAULK 10, EACH UNIT MUST BEAR, FERMµENT LABEL IN A TUSSLE PLACE NIM WMNING NOTE. DURING PERHDS M HURRN4E WARNINGS HOME OWNER, TENANT. OR OTHERS. MUST PROPERLY CLOSE ALL NV AND NO CENTEPMAIES AND ENGAGE M LOCX NL HV AND HD LOCKS. I I. $HITTER MµurKMFRR'S E9EL SHNl BE LOCATED ON A READILY VISIBLE LOND NJ AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF MORIW BUILDING CODE. ME LABEL SHALL BE PIKED FOR EVERY OPENING. WOUND TO COMPLY WITH SECTION 1709.9a OF ME MCROA BMMNG CARE, 12. BERTHA N.V. ACCORDKW SNUTTER SYSTEM'S WSTALURON SHALL COMPLY WON SPECS INDICATED It' MIS OPAWING PLUS ANY BUILDING AND ZONING REGUUTIMS PROVIDED BY ME J1IPoSDCIM MORE PERMIT IS APPLIED M. 13. (e) THIS P.LD. PREPARED BY THIS ENGINEER IS GENERAL WHO DOES NOT PROVIDE INFORMATION FOR A SHE SPEanC PROJECT i.e. WHERE ME SHE CONDNTIOnS OEYIAR FROM THE P,EO, (6) CONIRACTM TO BE RESPONSIBLE FOR ME SELECTION, PURCHASE µe WSTALtAMN INGUUDNG LIFE SAFETY OF THIS CONDITIONSMOMCT, eA5E0 ON THIS P.C.O., PRJ3DW HE/SHE GOES NOT CRATE FIRM ME CONDITIONS DULLED ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SHE To ME CONTRACTOR'SPESPONSBKRY. IC) THIS P.E.D. WILL BE CONSIDERED INVAL10 IF ALTERED BY MY MEANS. (4) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (LO.R.) FOR THE PROJECT AND WHO WILL RE RESPONSIBLE FOR THE PROPER USE OF ME P.E.D. ENGINEER OF RECORD, ACTING AS A DELECARD MINCER TO ME P.E.D. ENGINEER SMALL SUBMIT TO THIS LATTER ME S11E SPEanc DRAWINGS FOR RENEW. (e) ORIGINAL P.E.O. SHALL BUR ME DATE AND ORIGINAL SEAL AND SIGNATURE M ME PROFESSIOHLL ENGINEER OF RECORD THAT PREPARED H. ,1"Q�?'•. ...•,..:�Ar�t DIta7 mRco, Wc. SCANNED `,,A';' `�GENS� •. 9 gy I L E C 0 ,.,. aL L�.' St. Lucie County TILUT TESTING & ENGINEERING COMPANY AY k3s] ILA. xia. sv, sW. Vox WRDrvu GMRDrG, noRw n Pkwre : (JDS)8I1-IS]O . Fa.: (]OS)671-I3]1 s_S/ONAI� oL WALRR �DLUT P.E. SFAtfSt&NAY6RE/DATE ttoRw uc / 4MW7 IABLE OF CONTENTS GENERAL. NOTES SHEET I SYSTEM COMPONENTS 1_20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW RUDE & WINDOW DUAL AREA 2: Mf BLADE G) eu0 NV WINDOW RI enc Q !WHERE APP KAO cl TYPICAL SHUTTER ELEVATION At NOTES ON LOCKS SHEET 5 INSTALATICN DETAILS A-F, CDNCRETE/BLOCK SHEET 6 INSTALATION DETAILS G-M, CONCRETE/BLOCK SHIFT 7 CENTERMAIE DETAILS NV SHEET 8 CEMTERMAIE ALTERNATING GOALS HV SHEET 9 END CONNECTION DUALS 1-6, CONCRETE/BUDCK SHEET t0 MAGNUM SPAN TABLES SHEET I I ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 µMOR SCHEDULE- CONCRETE & RLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WODD SHEET IW INSTALLATION DETAILS S-K, WOOD SHEET 17 END CONNECTION DUALS 7-12 & K, WOOD SHEET 19 AREA 'A• W M/INDOW D ADF AA ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4• HV WINDOW RIADE C1i ON V I STALUTION OCIMS, METAL STUD WALLS SHEET 20 THI5 DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslropds Drive West Palm Beach, FL 33407 Saar, NLIµ.,LT. Inc, BERTHA TM Accordion Shutter System KV. LADE #1 W/ OR W/O )LV. WPOON SAX PESCAP KIN PATE M. Be It OlD IS-OB5 7/2'I , 07/27/.. 2 ORAWINC No 3 UNDER US PATENT Ij 5453179 OF USE OF BLADE -WON SHEET 19 ©HV ADJ. FLOOR TRACK QUALIFIED FOR. USE W/ HV 91)' 095' 093• r 6' 0 ' 1� 4(eI l fiID �JSzn• f Q 11 HV CEILING HEADER 0 UFIEO FOR USE Yt/ HV BLADE i ONLY, SEE SECTIONS FOR VALIDIITTT�� 6063—Tfi ALLOY AND TEMPER g w a' P i i ♦3 ' t.9 ' 3�HV UNIVERcA FLOAT R GUAUFTEO FOR USE W/ HV DUDE() 6005—TS ALLOY AND TEMPER -1�!'' HV QDALIFIE66R5LLDBLADE EPCOONL 03THDARN/ I R 04 OUADYIEO FOR USE W HV BLADE 1 .� 6063—T6 ALLOY AR5 TEMPER_ 8�}HV WALK —OVER TRACK GDAUFIEO FOR U E W/ HV BLADE rpj 6063-76 ALLOY A O TEMPER (�)HV 90'1180• STARIER QUALIFIED FOR USE W/ HV BLADE Q! 6063-76 ALLOY AND TEMPER fi .994 I bro' 812 g 92D L 09HVECH UKHV BLADE(1)ONLY. M`L %IM Y Wa 1 Cat L IDE ANGLES FOR USE W/ HV ALUMINUM ANGLES OUAUFiED FO USE 19/ NV 6 ALLOY AND BLADE ONLY. 6063—T6 ALLO AND $NPER % ODBLADEQt E t'!J H (:IF TEMPER CWPONENf A 6 TI T2 ;ED 19 2.5' T' NA%, 0.190' 0190' 2'S'NA%. p, 139' D.IJY 1� HV RAINGUARD OUAUFIED FOR U E W/ HV 6063—T6 LLOTEAAlO TEMPER. S,N ": : • v sF••.. 9 :� TATE OF =%,t:.• ` {` ••. .G(fi s s ....... aTi. l36 s/Vaal ! } 1111 P F 9J11.•+`/@!C I&V17 /nni[ OIOIJ TNTECO, INC LC A S S A ■ ■ ■ ■ American ShU1fBr Systems As Inc. Inc. 4266 Westroods Drive West Polm Beach, FL 35407 02017 EASTERN METAL SUPPLY. INC. RT A WY. Accordion Shutter System Kv.. BLADE 01 1, DR W/0 HV. VAPDOw H/CE TIWT TESTING @ ENGINEERING COMPANY wu N... wn s M.. Jo HccwM wows bw�.: fxs7aJ!-m:0 . Fu.: aos an- -mo-n Ixe..Nm I 153I Ea_ w4RR A AMT Jc P.E. RDRSA Uc 1 ly, x D[SCplylpx pAtt DPAUN 6r; Lc oLG 15_065 zJ/I ouc w/zr/n 2 3 DRAWWG 1No ' 7_ 1 07 A HV CENTERMATE FOR USE W/ W BWOEQt & 6063-T6 ALLOY AND TEMPER PUN F mart EuvswN LOCKER FOR "T" LOCK CENIERMerE QUALIFIED FOR USE W/ HV BLADE 10ONLY 611 ALLOY AND TEMPER A• 1J �N5 +2$ HV MALE "T" LOCK CCurcauerc QUALIFIED FOR USE W/ HV BLADE (i ONLY 6063-T6 ALLOY AND TEMPER "J 3 1 HD CENTERMATE W/ NO LOCKING ROD yl QUALIFIED FOR USE W/ HV BLADE 1 & Al a063-76 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADEr1,' 6063-TS ALLOY AND TEMPER I7INSTALLATION WILL REQUIRE A 7/1$ LLEO AT TRACKS FOR PROPER EMBE��� 6063-TB ALLOY AND TEMPI 1_uD' u J L JIs'o . HV 3/8"m-16 At UAllflED FOR A M TF i•d WSI4U ERWEL O r " " d gM4fUb ]18' �ARYs6 CYtN00i PfISS OfIWWf HV MESS LOCK J0 I QUALIFIED FOR OLADE 1 W/ Hv QUALIFIED FOR USE W/ W 8 ONLY. USE W/ HV BLADE 1 ONLY 230' D.O. ALLOY AND TEMPER PtASDC "� F- 1 l 9 A MY. �-360' AFTER MI 1/4"9-20 x3/4" BEFORE RIVETING 1 ( S.S. S THUMBSCREW 1/4"0-20 RIVNM . "Emrca saga AW. (2024-13 MIDY) ARCE I sr TNw 1 ym NorSoM. PAVE f MO. As MMNfASNREa W Iv M 'Yopw TEATORN. PARSAI` Y. NEW IsMY,'IN as COWL r" LOCK CENTERMATE V HV "T" LOCK HV ALTERNATIVE IOCK SE W/ HV BLADE (I ONLY QUALIFIED FOR USE OUAUFIED FCf USE W/ HV i ALLOY AND TEMP W/HV BLADED ONLY, BLADE 1 ONLY. ��' � Q 1. muuetMAx KEY CM aR a'NNOER M1 '" ry DA75'_ ML9. .aG9 el M �° u""i' n t .12$ U.,. � ° 0 - �r HD CENTERMAT ' INa RT � v� QUALIFIED FOR USE W/ HV BLADE t & 1 6063-T6 ALLOY ND TEMPER tl � i OO C WDR % OR Nfl 19 M: GYNN02R Fri. HD LOCK +������"������� BY REGENT HARDWARE MCATRE LOCKS SERIES 2111 1111 BOLT LOCK. FRI��A!RCCR� QUALIFIED FOR USE W/ HV BLADE'& `A QUALIFIED FOR USE Y// HV SLAGI FI nRiBG RI III ❑IMC fnu iLi- . u -i III— _ _.• u Q2817 TXTEW. INC, L LIT EECO 7� TIWT TESTING & ENGINEERING COMPANY C ." NW, ]6A St. A. J'S. "I.. aosse. PaYM ]I' PI ("51871-1WO Y,C : . To- I (Mi,71-1931 3\ wao..wm M-00(Ml WM.RR A •rr Ck. IL I/t RORDA 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Pelrn Beach, FL 33407 W2917 CA57ERN META. SUPPLY. INC. B R H YM Accordion Shutter System KV. BLADE A7 W/ OR W/0 KV. W IOW BIADE AWING No 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV Q1 O1 HV BLADE 1 ® HV BLADE IA ® HV LONG RECESSED NYLON Bl15NMC ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER 4� HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"K3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RWES ® HV 1 3/4' ACCORDION PIN W/ #8 HEAD ® HV 2 3/4- ACCORDION PIN W/ ®8 HEAD x ® POLYCARBONATE IMPACT RESISTANT HV WINDOY/ EXTERIOR 1 41 _ 7�•IL: r. o I � N I L OCR (9 /'® or ®3 TSEE NOTE rOR HCQUIREMENTS) j O OR Hy I HV (I) HV PIN ©SHALL ALWAYS BE USED AT ALL EXTERIOR ® oas ^.s BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR HV ® BLADE. TYICAL SHUTTER A S MBLY 1. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT . EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D ao.ez4' .,91-ADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. m. IO '3) HV PIN © OR ® W/ 1/2" O.D. 1/I6" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'B> SHEET I 1ZMEL CARRIAGE DETAIL ;I OR ® � EXTERIOR NV PIN ©IXi EK j WOE'S KNU(SEE NOTE *REQUIREME A EMBLY LAYOUT n.l. . I c4zs• 5' POLYCARBONATE SOURCES FOR 4 nTSK Tavgglp IMILIBL a.A•ayVot 119ar �_ SKNC POKY ILKlSNTlI: µN Otte .0 b! ' .00 0/n mlv.c mw slROmd vuv ...w n..i s.m �� ruYw.. sm.cu 'uo urn P:a I e.. . a nnrvxu .m.ws MGEe an RP.Ta"roo w1 � 311 4ecoR w>• xR:Pa4� _ •sd oTv .e n-eM :1 rt</. aP¢ nO.mT me.> na a eu a :w R d IMInLLT an�u ocss c-: oha c-. P..a w chew elm .c.o • aeo Y etAn¢.PP asn. Ru ICME snnrn ARaI .uncvx .Pu us awz R.. "40 R.t TOmc slr¢u eawE .vn¢ a ,a.0 ea e.0 c..l euo w. `55 ' �' `�,\CENSF •.,"9 = azo+> 1K*rcQ. INa p TILLIT TESTING &ENGINEERING COMPANY weN..>a,,,,-,..ae>..�..d.,,,.x,�a.,,: b�,,aP ..TER A ,6Ui ::. P.E RORU Uc t H161 A�S�S'�A� American Shutter S stems i Association. Inc. 4268 Weslraads Drive West Palm Beach• R 33407 112 EASTERN MEtAL SUPPLY, INC. B RT , Accordion Shutter System HV. BADE 81 W/ OR W/0 RV. YATDOW WAGE ' i J �,�•:^[naloP:•;.4.,d � wsceea.. PATE dun. a, is :an s-Qes 1n1n a+E: Q7/27/n S/pNgeT P.E. SEAL/SIGNATURF/DATE 4 DRAWING No , 7-10 / '. . 5 « , « It 04- I'I �I O O. O• ©` O` !Y Co O. 0• U' OA 0• 0• Q• p. m• i �10 . �y.w�• ��w��y.'�,iTJ a ©•�«+e• fi�a1�•R�a�.ea� TYPICAL J) HV BLADE SHUTTER ELEVATION N.T.S. NE W LOCK(Qf Or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OF SHUTTER SPAN FOR SPANS UP TD 105', AND MR INS` DONS T ANY MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TOT OR x 1/2- LONG FIAT HEAD S.S. U.S. LOCATION OF LOCK SHALL BE AS %K:MtIYa4 2. ..__ _._.._. __.....,,... MR SECVRRY PURPOSES, UP i0 INTO HV ILI A� LOCKSVL OR MAY OBE USED U. AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENIERNATES OR SHALT BE AS IN01 COCA IONU BE ! INDICATED ON TYPICAL. SHUTTER ELEVATON, CONDITION «QS ��������������• LOCKING WI ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY �E USED IF DESIRED TO ENHANCE SHUTTER PERFO MANGE. LOCKING RODS OR AN ALTERNATIVE DMCE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), AND INSALLATONS AT ONE MV LOCK y HALL BE USED AT CORNER R ANY SPAN UTSIDE OR IN&DE LOCK, ATTACHED TO �3 CORNER CENTFAMAiE W/(2) 1/{ a-20 x I/2• TONG MT HEAD S.S. M.S. TWO LOCKING RODS �q AT TOP A 80TYON SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. IAAKIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. A S. 31 ONE ALTERNATE HV LOCK 2G MAY BE USE IN UEV OF HV LOCN r - FOR ANY SppN ANp yi INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK MAY BE USm AS AN INSIDE OR OUTSIDE LOCK.. ATTACHUEW OF 1/4'0-20.3/4' SS. THUM95CREW TO Q]: OR @ CENIERMATES &HALL BE MADE W/ 1/4-0-200/4• A.UM. Bg� RWNUT AS &TOWN ON SECTION WE. SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 113 OF SHUTTER SPAN. 6. MANDATORY CAN01110N /J MR KAtTO NIMa Mer 1bN5 ONE MV LOCK @ Or @ or V SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN MR SPANS UP TO SRI AND MR INSTALLATIONS AT ANY ELEVATION. W LOCK @ Or 23 Or @ MAY BE USED AS M INSIDE OR OUTSIDE LOCK, ATTACHED TO QD Or Q2j SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS. INDICATED ON TYPICAL SHUr1ER ELEVATION. USE OF LOCKING RODS 0 W/ `Q OR MP AND BORON IS coMPLETELY MANDATORY. •NOTES ON HV "T" LOCKS AND CENtTcauercc, OF CORNER 11:101IL80,111113 AND CENTERtAATE 1. ONE AM I I I NV T LOCK .NAY BE INSTALLED IN UEU OF IN LOCKS OR 5 TOR ANY SPAN AND L STALUTION AT ANY ELEVATION. At NATE LOCK D0 Y BE USED AS AM INSIDE OR OUTSIDE LOCK. ATTAE M W OF LOCK ® INCLUDES USING RENFOR�GANG tOCKEH" AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMA`ES AND 'f.? W/ I/4'e-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8•0 x s/32- WINGNUT OR W/ 1/4.0-20x1' S.S. M.S. IWO A 1 4-ei 5/6• RM4W+ LOCK NAY BE INSTALLFA AT MIDBPAN OR lR• MAXIMUM AHGVF .1 RF.. ul I tl— ne � ,nnvu,n nn,....F. _�� ...� �___.. _ .._ _.__ S• r�, I. TLO M1l I3A W/ I ONE ALTERNATE HD LOCK`p9 MAYBE USED UH UEU OF W LOOKS Qj OR IZB MR ANY SPAN AND INSrALUTI0N5 AT AW ELEVATION. ALTERNATE NO LOCK a MAY BE USED AS AN INSIDE OR OUTSID LOCK. ATTACHMENT OF NO LINK Z TO K W/ 3 AB • J/B' F.H. S.S.N.S.. AND INCLUDES RENFORCENEW INSEW AS SHOWN ON SECTIONS HOB -NAND HDC-HNC, SHEET 10. LOCK MAY BE INSTALUs, AT UIDSFM OR 11• MAXIMUM BELOW OR ABOI WOMPAN. USE OF LOOKING RODS &IS COMPLETELY OPTIONAL IT• APr.....•.•.....-A --- YMI7 TI LHC. 02017 FASTFRN METAL SUPPLY. WC. It ;• ,\ZENSF •., 9 IL E C O A■�7■�7■�i■ TM Accord o Shutter System 't` • / ? �' -4y• EHa. American Shutter Systems Lv. 3ADE flT w/ ca w/o tv. vnmvx awe DLsrAmnox Pxa a«NW Irh. LG QF fInc. TIWT TESTING & ENGINEERING COMPANY A990CIatt00, InD. 1 OLD 15-055 T/27 1 DATD W 27/17 Y Ram m1 Fp : QWR)1-1330 . rO, : woogn-r", 4268 Westroaos Drive •. G\�ITItI ONAL 2 s DRAWING No a-m : ula6oe'"As wm West PI Beach, FL 53407 -- E•� ,,' WW.RR A. TINT Y. PA, 17—t 07 . 0 F GFA1 7C'If!Kfii'IuDV /heir rvos A Uc / 44167 1-CONCFR£ INCHORS POUNED CONCRETE PWREO PWRED (SEE SCHEOUIP ON OR CONCRETE BLOCK CONCRETE RCONNtR�-� SHEET 1]) REQUIRED 1/K•0-20K,1/0' S5. RE UIRED •_ CONCRETE PNCxOR1 17 18 � w[ (SEE uOIIAMHI®w srtEl CONCRETE ANCHORS W.CHINE SCREW] SCHEDULE ON Vl/ 1/0"-20 �• (5EE SCHEDULE ON SNEET I]) n r ,_,.(SEE SHEET f]) N1111 0 12' O.C. _ ___ EO SCREWS -� 1/2 USING USK 1/4'-20 NM19 ---, i-FO EO E. iM 150• Ina., 13 aR 5 - ' w©5 .25W M., .250' E iI i'f E.d• OPNONLL A m t _ T , OR I�� MW. SE➢AR1ilON 7 wRu +am E]imNG �m0® 1 i0 CLASS CMSTING�(SEE SCHEOVLE Ox SH£R if GLASS ) NW. SEPAWDON TO GUS3 ".^(SEE SCf1E0ULE ON SHEET 11) I cnSONC 1 + GIAss-� CA S OC HV WALL HEADER INSTALLATION HV WALL HEADER ,utte, I er,nu + K YSTON IX1mxc � m (� 1 OR � 1 _ uW. SEPA Twu TO cVSS (SEE SCHEDULE ON SHEET if) I ` ER pE MW SVV0QJON To GLASS IX111W5� T mA•o ,� (SEE SCHE PU ON SHEET I I) a sm Io pa emNe QN § bPSONG ( OPDONALL/0 F!O..E. g%/2� o•. ,3wIS 1 !2 13 w Ear Eo EH:- 12 0R 14� f /A'0-20.1/P B.S. � / \-CONCRETE j©Cq l6 PHtWPS TRUSS HEM MACHINE SCREWS \` r. _1 ANCHORS I__1RUS5 "M T I ANCHORS 12'O 1' 1/P-20 NUTS O 1Y O.C. �CONCRRE 1MCHME SCIONS; (5tT SCHEOthE ON PWKO CONCRETC 1 (SEE SCHEWLE ON SHEET 13) M;n. CONCRETE SHEET 1]) W/ 1/A -20 rim 0 12, O.C. J W REQUIRED DJ HV WALL SILL 1' INSTALLATION CRETC A A ON (SEE sc4 o1rIE ON OR CON OR CONCRETE BLOoIt REWIRED RED 0Oa�Rc1E_I SN ( HV WALL SILL INSTALLATION OR CONCRETE OLOCK WO REWIRED (9) HV WALL SILL INSTALLATION SFfRaN=: Na,E FaR Ca ARWAT(gN aP 1YPIGE NER A rDr1 INSTALLATION DETAILS W/ SXURER IN • C. O.. 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O.• AAT HEAD Go CRE)E ANCHORS (SEE SCHEDULE aN SHEET 14) 11 TRENCH INSTALLATION HV WALK -OVER INSTAI 1 eT1nN ALTO ONLY TOR UP TO ♦70, -75 PSF A.S.O. ©' Y FLOOR INSTALLATION t DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE 13, SHEET I WNCRETE MCI (SEE scNno { SHEET 15) 15 Noe + 11 TR - ' , I r eASEg4NEA0 E 0 / ±. sER UUNTums 3/a E— • ji4 3/4 HE% HEAD TEK SCREW$ a 9' 0 C I s_CRElY2 � ` 1 SJe" a 12 QC j 'V � FL E "113{B CONCRETE t GGNF. S . ' i )I OR 1J! 0-TO SS. I!S W/ NUT o 9- OC. M1NCNakS b - 6 ] J/ (14.3/4 $p.5, (WE SCHEDULE ON , /' - O O 9' O. C Lk'-F=: i I /!.F_ W(Y RS NS ' r ' i/4 - I'i, �1 ,. •• VSnS 1/4•a.]p A JIMS SHEET I!) �' _ IIJ2)� . Mo.. O r OA I ?t' ,. I 17 oR 18 ,/2- , EDGE OF . T 17 18 Sue IF \ KIXRIrIN NW TRJCNR4 _ 2 DES Min. Al11qu MCO _ E0. su7 (., • f ]/8' APPLICABLE IT .�J, CONCRETE dNtliORs SEE N01E 1] t14.1H' F.n. 5Ds• IAN. ,,' O S' O,C. .. PDWED taIOIEfE _ 0. B E.D. POURED CO (SEE SCHEDULE ON 9N SNEEY 1 () H OR CONCRETE K SIRV 14) POVREp CONCRETE . SEE NpiE 13(CY ��� ON SHEET i PTIprlu POURED CONCRflE -�--- REQUIRED OR CONCRETE BLACK '/n�' REQURED O.R INSTALLATION M K_EVSTONE MOUNTING INSTALLATION O REQUIRED V © NV_WALL WALK —OVER INSTALLATION uauw Asn coa O t mu wsWu SxuRFA SP,vr 8'b' 4 FORT ICAL SNUTIER W 1' IHM INSTAIIATION SHALL BE ' E. 0, . EDGE [!STANCE RVAMABtC WHEN PERWRMED (SEE SPECI(ICAHONS ON "OT 13) �Efg TO OR ENRN.NLE A' OPEUSIE EXR O BLIP WE iAAONNSNOf USEMR CAI RE COMBINED i'.^' INSTALLATION ''--.,, DETAILS W/ 0 HV BLADE SUIT AN SUn ANY MSGLUtiON, EI)j1 R j .k FLDBNA BUILDING CODE Hon Hlgh YeI.city Hurricane Zane y,CEN M1 02017 XIECO, INC,�2p1] 6tStERN NE(AL SUPPLY. INC. .y9 ° * 1� p� HA A.S.S.A. T M Accordion Shutter System 1 �E "O '•, NV. BADE M1 W/ CR W/O KV. W E W HALE AmerIcan Shutter Systems •/ 1j TILLIT TESTING & ENGINEERING COMPANY Lv, K OpCRIP11Ep O.,t OR. Be: I C _ O (N / •V p eus n.H. ssm. a, y :ee, t>pcvu .J,y00D, gpp4 3s1n E ABeCCItIfICDI Inc. 1 QA t5-095 1 1 t MTE: O7M7Jt7 ,1 PAme : (305)8Tf-1530 . 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IT 16'-0' I 35 2" 16'-10- 40 1A'-2" 15'-2- 45 IY-4" 14'-3- SO 12'-3' 13'-1 S5 60 10'-2' ta'-11- 65 9'-3" 10'-1' 70 6'-R' 9-4- 75 INSTAII APON IFr.FW1 CONCRETE & WOOD MANSORY WALL A, B. C. D. E. M. N. 0, P. 0, MOUNTING F. K & L R, S, & V. FLOOR/CEILING I MOUNTING G. H. I, 11. J T. U. W & X & M 0 IMUMUM SHUTTER SPAN l+ OIi 7-" FOR INSTALLATIONS INTO WOOD SXAtL BE MMNEI i0 105 mf. AS.D. DESIGN PRESSURE RATINO. t FM CORNER CEHTERMAYE j'3 MAY BE USED AT ALL MOUNTING INSTALLATION` LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON UANDATORY CONOMION /2 NOTE 05, SHELF S. ttEXCEPT MAT MAGNUM SW ITER SPAN T.i OR 'L--' AND MAXIMUM &SO. CESTNO PRESSURE RAYING FOR INRµLAPONS INTO CONCRETE OR CONCRETE BLOCK VlM- SE ULN{EO AS FIXLOWS: I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 R.x.f. AND 8'-0" SPAN, SEE IAQUNTING©ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" O HV BLADE (1) L+: MAXIMUM'ALLOWAGLE SPAN FOR A GIVEN POUTNE A.S.O. 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'Li+ ; "L,_' AND 'Ea-' PATH FINAL MAXIMUM &S.O, DESIGN IE MAXIMUM ANCHOR ' OMIT MUM WG L�C p A.S.S.A. American Shutter Systems AssocloHon, Inc. 4268 Westroads Dive West Palm Beach, FL 33407 ®2013 FAStELW NO& SUPPLY, INC. Accordion Shutter System H.V. BADE w1 W/ OR W/O H. M YAFDO!! BADE 'O "•s]'E 1Jy 94y 4C TILUT TESTING & ENGINEERING COMPANY ws N«. Asa. v. v.. we. v. F..,. rwows ',53 WIN, PnRPP (3a6)!'Jf-mac , Po. ; (S5s)mI-1n1 mIA�19.cem waLmt A {wr Jr. P.E FLORIDA L" A N. K ocsUIPNON WOE OIV.v,N Be IAO;Y. 0. 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ANCHORS TO SUTT T X 1H4L BE AS FOLLOWS: (A) TO EMSTING POURED CONFORM DR.. Fo - 3 M.) ANCHORS. SPACING IPITF1111 - 1/4" TMCON OR TIPFAN WITH ADVANCED 1xFFMFegM TEEMND,AGT µC40R5. AS M•NUUENRED BY LT.W, SW OM (MN, re . 3 ANY - 1/410 . 3/4' AL POTRS SOUL -SET ANCHORS. AB OISTAIBUTED W All. POINTS SCREW. BOLT & SPECALTY TAPCON OR TAPLON MIN ADVANCED COMPANY. (Min r0 - 3 MI) - 1/4b SLUE TO CONCRETE µ,HORS W/ GP AS MANUFAGURE) BY FIARM FASTENERS DIRER, X3 (MIA, rF - 2 ys) - 1/4.0 TAPPER+ ANCHORS AS UNN,FACNREO BY POWERS FACTEf:tRS, WC, OD OMMSUTEO MRUDFORM tE,HWLOGY BY, POINTS SCREW. BOLT & SPEGYLIY GOMPµY OR MP OTHER AWRONED LICENSE➢ OR AUTHORIZED KNOOR REGISTERED MUM THE µERiCµ SHUIIEFt SYSTEMS ASSODA,Os WC (Mn. rP . 3 L,ll) Al POINTS SOLUD-SET SLUE TO W/ GW TAPPER+ NOTES: AI) MINING) EMBEDMENT INTO POURED CONCRETE OF TIMOR OR TMCON WITH AA'µCED TH STIETT 4 TECHNOLOGY A,,MORS AND IAPPER6 ANCHORS IS 1 3/4. AND FOR BLUE TOP W/ GO µo,l OI 1 i/2'. A.2) MINIMUM EMBEDMENT OF 1/4.0 . 3/4' Ail POINTS EEUD-SET µEHORS SHALL BE T/a' INTO THE POURED CONCRETE NO GM,QM,, INTO SNCCO. SHILL B PERMITTED, 1/4.0-20 S.S. MMMHE SCREW USED SPIL, BE 1 1/2- WM UINIMUM SIIOUW S,,,D mg. AND 1' MINIMUM MR WALLS WITH MO STUCCO. T PtEl 451 A3) µ,HORS ISHAIL DEE LO 0 MTMDUGMETo RUCK THE "MN STRUCTURE BEHIND SMD WALI FMSNES. PANELS. POURS OR ANN' NIBRUNI BE FOUND ON THE ESSHV1 µCNORAGBE AS InNDUUMD ON NOIEB At) & AZ) ABOVE FOR INSTALLATIONS ON MM SIONG OR On WONT OR WITHOUT META SNITS CONSULT THIS OWINEER MR INSTALUION INTO BFS W1M BETA STUDS SEE 5N6ET 20. (0) TO GUSTING CONCRETE BLOCK: (AST, C-,W) - t/4.0 TAPoON OR TAOMM WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, µ 14WUFAENREO Br I.T.W. SMIMM - 1/4.0 . 3/4' ALL PONTS 90UD-SET ANCHORS, AS 015TPoB] BY ML PINTS SCREW, BOLT k SPECIALTY COMPANY. - 1/4.0 BLUE TO CONCREE ,ANCHORS W/ GO AS UMMUICTURED W FLORNA FASIENaR Vner. WC. SEET &SPEEWW AND BY ALL SHU _ GGNM Wro AFOR MET MORENEOFUµC[NEED Go MUPORIIFD K WR'REGISTERED ME N]M AM➢ IGAilt TER SYSTEMS ,1S50CV.Od1, INS, NOTES 8") MINIMUM EMBEDMENT IRO CONCRETE RUDER OF TOM. BLUE TO W/ GO ANCHORS µO CAPPER+ µ,,ORB IS 1 1/4- µ0 TAF,GN WITH ADVANCED THRFJDFORM TEC,NOLODr ANCHORS OI 11. 0.2) MINIMUM worwRONT w t/Y0 0 J/a' ALL POUTS SOUP -SET µCHORS SHML BE EMIBLY EMBEDDED INTO NE CONCRETE OLio , MO EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4' 0-20 SS. MACHINE SCFDT USED SHALL BE 1 1/2' IONC MINIMUM SHOULD STUCCO EMST, AND V MINIMUM FOR WALS WITH NO STUCCO, 9.3) IN CASE NOT PRECAST STGE, PBrlST CONCRETE MhOiL PAVERS OR ANC' 4FxEER 8- FOUND ON THE E2STiNG WALL OR R00R ANCHORS SHILL B WHO FNOUGH TO REACH THE MAN STRUCTURE BEHIND SAO WIAL FIRBNES µ,,OMB S.,l BE A5 INDICTED ON NOTES GI) & ` B2) A80YE. MR IUSTILUIPONS ON M SIDOO OR an WIN OR WITHOUT META SNOS CONSULT" ENGR:ETR FOR MSTAUDON INFO BS WBH THETA STUDS SEE SHEET 20. (C) ANCHORS SMALL BE INSTALLED FOLLOWING ML OF THE RECOMMENDATIONS µD SPECIFIGTONS OF THE µCNOR'S MAN,M,,,ER, (0) SEE %IiE MIE SELMi FOR F. 2CTwr , IF n I uco EDGE DISTANCE WFI US SPACING OCHE ULF FO' - MOH M ANLHOA SPACINGS OF VAUD FOR EDGE InIMYES WDIGTED 60.0K. FOR E D. LE55 TIPW ME InDC/,iF-0. W,LCE N,,M SF,,NG MWACLP�ETHELLSSM�Y� D SPI40MMD UMUII r`GTER OPU PDT RE IESIWMSP ACING INDICATEb FOR EACH ARCMOR TPEACTU. FACTOR EDGE TAPCON TMCON WITH ADVANCED MREWFOPAI TECHNOLOGY POINT SOUP SET BLUE TM W/ CAP TAPPER + OICRNCE _ MIN, SPAaNG ED. WN. SPAYNG - J MIN. SPMIPT. - 3' HIH. $PAYNG - J 1/Y INN. SPMRO - 1• J J/♦' 4- PUUREG EgiLOElf & C01. IE NS® GyN1T WaE1E sBJt PoUBD CONCRflE C BLOCK PoIOH, ypEp WN,REIE & PoCOru OJOmE YLOGN 4aI Ea.J 1/3' MN E0..2 Mir ION, .R�4% ILL M-22'A' 3' IA 0.90 LO 0.10 1.0 0.84 1.0 21/2' - 0.8i 7- 1.0 71 - - Osl - 13/4' - OAI - - - 0.43 - 1 t 2' 0.30 - - 0.35 0201T NLTECO, INC. &1201] EASTERN META SUPPLY, INC. 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