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HomeMy WebLinkAboutSET UP-INSTALLATIONS1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON MIS PRODUCT WALUNTWN DOCUMENT IP.ED.) NA5 BEEN VERInFD FOR COYRLWCE W ACCORDWCE MM THE 2017 (61H [OHgN) OF THE nDWOA BVLLOWG CODE MS ACCORWON SHUTTER SYSTEM SMALL NOT BE INSREIEO M KGH VFLOa1Y NURIUCANE ZONES. DESIGN WINO =5 SHALL RE DETERIONED AS PER SECTION 1620 OF THE ABOVE MENX)NOT CODE FOR A EADC IMT) SPEED RMMURM BY TIE A1105WC10N YIHERE SHUTTER NiLL BE NSTALEED MM A ORECTOHMJIY FACTOR K6-O,W. USING ASCE 7-10 AND SHALL NOT EKCEED ME YAXWUU (&S.D.) DESIGN PRESSURE NATEYCS UDcMw ON SHEETS 11 MRM 15. 19 & 20. IN ORDER TO VEPoFY ME ABOVE WNAMN, ULRMTE DESIGN MUD LMD5 DETERMINED PER ASIDE 7-10 sNAL. BE FIRST REDUCED TO &S.D. DESIGN MUD LOADS BY MULTIPLYING MEN BY 0.6 IN OROERTO COMPARE MESE W/ M. (A5.0) DE.SDN PRESSURE RATINGS INDKQMD'ON SHEETS 11 THRU 15, 19 & 20. W ORDER To VEUIY MY COMPONENTS AND MOTORS WA MIS P.ED.. AS TESTED, WERE NOT OVER STRESSED, A ES X INCREASE W ALLOWABLE STRESS FOR WIND LMDS WAS Na USED W DOOR ANALYSIS 11 M , A WIND DURATION FACTOR CD-1.60 WAS USED FOR VEIOFIMTION OF FASTENERS W WOOD, BERTHA N.- ANDTRORIN SIMMER SYSTEMS ADEQUACY MR MUD AND )µGE UCSBE WAY LON HAS SEEN VERIFIED W ACCORDWCE MM MOIgN IW.12 OF ME MOVE YENUONEO CODE AS PER -HV BLADE 0 10214.01-03. #0715.01-03. I1CO{.01-OS. I1214D1-05, /0317D2-06, /060901-10 AND IMIO.01-11 AS PER TAS-201, 7M-202 AND TI-21 PRITDCDLS 10 gau E-I16 AND E-1096 STANDARDS (MISSILE LEVEL D. MUD ZONES 1, 2 & 3) & I1220,01-10 AS PER LAS 201, 203.& 203 PROTOCOLS LARGE MISSILE. -W MORN WADE m I0505.01-03 AS PER ASTM E-ISBB AND E-106 (MISSILE LEVEL D, MND ZONES 1, T, 3) SAID PROTECTION ONLY AND 1 0725,01-68. AS PER TA5.2M PROTOCOL 2. W SLUX 0 AND W MNCOW OWE ® ARE ENGINEERED TO WORK W UNISON MIIH ECM ORED UNDER ME GENERAL UYRAMUS AND MMONS OF USE BIDIGTFD ON SHEET IS J. BERRIA K% ACCORDION! PUTS (KV SCREWS), USED AT M DCS KNUCKLE AND TOR DIRECT YOUTH CQUNECQON TO TRACE SHALL BE I14A3.]5' AND #14.1.75' RESPECTNELY. 410-KT IWIWUY SERUMMEN STAINLESS STEEL SCREWS M 135.0 W YIELD STRENGTH AND ISO W lacs E SIRENGM. M EWL BE CARTED MIN SIMO, W DACIROSMICD COMING S,,nu AS UµUTAO URM BY APPROVED COMING MPLUCAMR5, RECASYDRM Mm AMOGUN SCATTIER SYSMEYS /SSOCYµON. PUTS MUST STAR ME W MMHING ON DOOR HEAD. 4. ALL ALUYWUIL EXTRUSIONS SHALL BE AlU1pNUY ASSOCU,TION A.DY AND TEMPER AS WDIGTED ON SHEETS 2 AND J. MIMMUY WED STRENGTH FOR 606I-T6 ALLOY 15 DOD W AND 35,7 AY MR 6005-75 ALLOY. S. ALL SCREWS TO BE WARLESS STEEL 304 OR 316 AS SENIOR OR CORROSION RESISTANT CLAIM CARBON STEEL AS PER WN 50016 MM S0 W MIN. WELD SMENCM AND 90 W YIN. 1FN9BE S,E,CM. µD SKIN. COMPLY W/ DORM BUILDING CODE SECTION 2414".4. & BOLTS TO BE ASIN A-107 GLLVMYm STEEL, OR A151 304 OR 316 SERTCS STAURE55 STEEL, YINH 35 AY YWIWM YIf1D SMEiCM. ]. SEE THE MUDMMG SHEETS FOR ANCHOR SPECUIMDONS:W BEME D : 12.13.14.15 AND 20 W MADE O A (0 WORKING W UNSON: 12, 13 & 15 d THIS BERTHA KV. ACCORDION SHUTTER SYSTEM ITEMS A U5 PATENT /6779JNQ. COMPONENTS OF MS APPRAAL µE COVERED, IN 1'1TIOLE OR IN PART BY U.S. PATENT /S'450.179 HSSU D MD MSIERN NETAL SUPPLY. INC. 9. B SHALL BE THE RESPONSMULD OF ME CONTRACTOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAUU( ALL SHUTTER COMPONENT EDGES WHICH NFIWN, MPoI FASDGRUG IN CONTINUOUS CONTACT MM THE BOUND TO PREVENT MNO/RkH INFRUSION, IM EACH UNIT MUST BEAR PERWNEM IAM W A MOLE PLACE MON WMWNG NOTE WINING FBOODS OF HURRICWE WARNINGS NOW OWNER. TENAVR. OR OTHERS, Y,,, PROPERLY CLO^aE ALL W AND M CENIERMAIES AND ENGAGE OR LOOK ALL HV AND NO LOOKS. 11. SHUTTER YµUFALMPFR'S DUEL SHALL BE LOCAME) ON A READILY VISIBLE LOC,MN AT ADCORTOGN SNUREt W AD CT,, CE WITH SECTION 170.9.3 OF FLONIM BUILDING MOE ONE DUEL SHALL RE PLACED MR EVERY OPE G. WEUNG TO COMPLY WITH SECTION 1709.02 OF W njo M BU¢aNG MOE 12. BFINHA N.V. ACCORDION SHUTTER sTUETS INSTALLATION SHALL COMPLY YWH SPEeS INDICATED ON THIS DMMNG PLUS MY BULGING MD ZONING REGULATORS PROWDED Of DIE AWSOCTON WHERE PERMIT IS APPLIED 70. 13. (e) MIS P.E0. PREPµEU BY MS ENGINEER HS GMERIC µD DOES NOT PROVIDE HNFORIWION FOR A SRC SPECIFIC PROJECT; i.e. WUEiE 111E SIZE CONW %S DLVMIE. TROY ME P.E0. M (D) GOPACYOR TO UM RESPONSIBLE re" THE SFLECIUN, RIRCMASE TAD WSMWTION WCAOWG LOT SKETY OF MIS PRCOIILT, BASED ON MS P.ED., PROVIDED HE/SHE DOES NOT DEVIATE TROY ME CONDITIONS DETADFD Dx 11U5 DOCJYFM. C(NOM UNSSON SNEIY AT SITE S ME COMPACTORS ROSP0.VSBIUE. (.1 TIRS PLC, 64L BE CONSIDERED MAUD B ALTERED BY ANY YEANB (H) SLUE SPECIFIC PROJECTS SHALL RE PREPARED W A FLORIDA REGISTERED ENGWEFR OR ARCHITECT WHICH MU. BECOME THE MCWEEN or RECORD (DOA.) FOR THE PROJECT AND WHO WILLBERESPONSIBLE FOR ME PROPER USE OF ME PXA ENOUIEER OF RECORD, ACTING AS A DELEGATED MOUTON TO ME P". ENCINEA SHALL SUBMIT TO D0 UTTER ME SITE SPECMc OMWWDS FDA REVSEW. (a) OMCINAL PLO. SMALL BEM ME ME AND ORIGINAL SEAL AND SIGNAMRE OF ME SCANNED BY St. Lucie County ENGINEER OF RECORD MAT PREPARED M. DIGIT MTECO, NO. Vv.,.uF- •., s \\ R ''�LL1A IL ��ON�ALE�� Aa.1e lLTIE- TILLR TESTING & ENGINEERING COMPANY pJ!] ILA !Eq R 6W :nf. WEPn. GWDWS, YIpfW .R Rome : (30.)EI_I530 . TRe I (3pS)BII-CLAM -mtiL YI%o6etl.Tam D1 TIU]IB FUCK A. 11Wf 4. P.E. ROR6t lk. / 1tl6> I Fla -1-11 MOO IRUM _, GENERAL NOTES SHEET I SYSTOI COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET J TYPICAL SHINIER ASSEMBLY W-44 SHEET 4 TYPICAL MINION OWE & MNDOW DETAIL AREA O• HV BLADE n AND HY WlNOOW RI ADF ETA (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DUALS G-M, CONCRETE/BLOCK SHEET ] CETNERUATE DETAILS W SHEET B CENIERMATE ALTERNATING D0W-G W SNEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEEP TO MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 MOTOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHUT 15 INSTALLATION DUALS N-R,'WOOD SHEET 16 USTALUaRIN DETMS S-X. WD00 SHEEP 17 END CONNECNON OETNLS 7-12 & X. WOOD AREA 3, HV WINDOW RIADF 0 SHEET 18 ONLY TYPICAL SHUTTER ELEVATION AREA 4• W WINDOW gi ApE n ONLY SHEET 19 INSTALLATION DETAILS, NETT SIVD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA An&S.Am American Shutter Systems Assoefctlo Inc. 4268 Westroo"I Drive West Palm Beach, FL 33407 P2017 EASTERN VEAL SYIPPLY, ING B R VTM Accordion Shutter Syste) KV. BARE 61 W/ OR 0/0 KY. WN 00W BADE I Ke DESMMOH DATE MM W. LA I OLD 15-am ]/2] 1 W1D 07/2711 ORAVRNG No 17-107 T HV SOLID AAQ COVERED UNDER US PATENT #�5458179 HV WINDOW B 9DF/ OF USE OF BLAJ)f T bN SHEET 19 QUALIFIED FOR USE W/ W P' BJO 1.6R6' 11 HV IIN HAD R 0 FIEO FOR USE W/ HV 1 ALLOY ONLY, SEE SEFOR VALIDAUD 6063-T6 ALLOY AND TEMPER MN kMN TYNt 1' .m2' Tf SIDE ANGLES QUALIFIED FOR USE W/ HV Ps 8 s (DE UNIVERSAL FLOATER QUALIFIED FOR USE W/ NV BLADE() 6005-75 ALLOY AND TEMPER (p HV HEADER/SI QUALIFIE 6061RT6 AEILO� AND BIEMPPE (DONL ALUMINUM ANGLES QUALIFIED FO$ USE 1Y/ HV BLADED ONLY. 6063-76 ALLOY AND TEMPER OOUALIFlED FOR USE W HV �6063-76 ALLOY A 1 TOJPER- OB HV WALK —OVER TRACK QUALIFIED FOR USE W/ RV 6063-T6 ALBL�OYE 10 TEMPER COMPONEW A R TI T2 Q ]" O6 s• 5' MA1L 6192' 0.192' I9 2.5' 1� 2' 99T' Bp IR • 900 Og HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE(11) ONLY. AND TEMPER HV RAINGUARD QUALIFIED FOR U((1��1))E W/ 11V 6063-T6 NLOYEARD TEMPER dP ...... `. �l(�/j �= VCE�NS� c dA. �r��A� l �iEDF _ ; fs'S/QNdR,eD[ j�a�lflff, P. F: '+iCdf hlnxlb9A�ic/near e201) mTELO, INC, fl�BER A.S...S.A. American Shutter Systems Ass268 IYeotlon. Inc.Driow 4268 Weatraads Drive West Palm Beoch, FL J7407 _ 02017 EASTERN METAL s,q PLY, INC. Accordion Shutter System HX E/Am g1 W/ OR W/o HV. wmw HAEE TIWT TESTING 8 ENGINEERING COMPANY 6 U as. b u 51 Ma 151 N F..COMOd.(M)9 I-153 b16 (w57e>1-Is]o . rav : (]os)an-u]f wKrz1 - L¶MB710 P,c RORW, Llu n, N PLsrnvnax drc Ranh ar. Le 1s-oes ] : 0' 7N6' 07 ?. NV FLOATINC�NTTF OV�FIEUH FOR USE W/ HV BLADE 6063-TG ALLOY AND. TEMPE in a DeM1 ONLY PW! FRO T FLLYADDN 0 NV MALE "T" O .Er F:c t 19CKER FOR "T" LOCK CCNTCRMATIF QUAUFIEO FOR USE Yi/ HV BLADE 1 ONLY QUALIFIED FOR USE W/ HV BLADE IOONLY 60fi3-16 ALLOY AN0 TEMPER 6063-TS ALLOY AND TEMPER 3 QUALIFIED FOR USE W/ NV BLADE 1 k 6083-T6 ALLOY AND TEMPER ® LOCKING RODS QUALIFIED FOR USE W/ HV BLADE(j) 6063-T6 ALLOY AND TEMPER 6063-T6 /4-s". 06 HV 3 8"0-16 AI RT QUALLIFIED FOR USE VI/ NV OUNCE 1 k 6063-T6 ALLOY D TEMPER SI/R' -cyI/Pa 0 AI I 304 SERIES TN MR RFIVEWc QUALIFIED FOR USE V!/ BLADE 10 OYOI) $lE(Q, Wa, 000 " � 0 P DO OUAUBED OR USE W/NV BLADE 1 & @ ONLY. 318- - I6' h .]60'AETER gNERNG 890RE RNLTING :WN-73 ALMM WIGS RAYGE 1 9Fa. A9 WINrAmm er AY Jlr. Imr ,DIMLY omm OR Ua A FO1 USE W/ W E ONLY. LYIPIDER OR w aY "m OAT5- � I .IRS Ma.. 1 o ��Rx OR xEY I.S LYUNDER I.>e uA.. ® HID LOCK BY REGENT HAROWME MDRNSE LOCKS SERIES GVAUFIEO FOR USE W/ HV BLAE ;�. IL ECOtna. A.S.S.A. STATE TILUT TESTING h ENGINEERING COMPANY American ShuNDF $YBtBTa Association, OF r ,� i ° ••• ��^ M• �> a+Aoaa rIRPo. u, Inc. . 1 �y LYI RIDa.' Y4 LA S• fs '••..•..... (W*871-Iso. F..: ryo51mm 1-Il Ix«a a. am Fa<Vo6RIR 4268 Westroads Drive West Palm Beach. FL 33407 �a 11 2 e' c-�.. 11 wY1FA A i¢Lf J4 P.F. P F 'FFAA/QAGAfiSoi•Snnx BOROA Mc 1 44167 HOOK BOLT LOCK (AWING No 17-10 SHUTTER ASSEMBLY SCHEDUL FOR HV HY Q HV BLADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'x3/16' THICK MON WHEEL. 0.188,0 AISI 302 SERIES S.S. RIVETS © HV 1 3/4" ACCORDION PIN W/ #8 HEAD ® HV 2 3/4" ACCORDION PIN W/ ®B HEAD 'a ® POLYCARBONATE IMPACT RESISTANT HV WINDOW .L O7[d1i1.1 (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV 1A BLADE. (2) HV PIN ® MAY BE USED IN UEU OF ® AND ONLY AT DCrERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O BLADE WHEN CORRESPONDING TO INSTALLATION "11*, SHEET 7. :3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, i4EET 02017 71TEM. wO. IL EC.O,ne. TILUT TESTING a ENGINEERING COMPANY alM1f Itl ]6.A 3t, ]aa ttYG,Ga4 CV60q Iy Pnev 1 (]OSb71-Is]0 . fm :'l]MT-1.a3-ia�t W.LLi. A Mfl Jr. P.L P.E. SFAL/SICNATURF/DATE a0f=U�144157 a TO RUDE T P Lam, .408' 1 .)676-rY71 ' NY Ww BUeE NHUCEtS •0 aP(Nw .C625 1875 Y (np) 0.062'y' MT WN110N R1.7 ] 60" 44 �/02, 750' x 2 7/8. IwL NY %NaXw CuWt WARAMN 0.7. emm, .025• } 062s' 3.7500' RUDE s 3/4' OPENINGS ON c ITM )t a3 21/4 Mp7Wn rv,nrw CLEAR Rom" TYPICAL BY WINDOW BLADE { AND POLYCARBONATE HV WINDOW DETAI V.S. *POLYGARBONAT IL)PA T fl �IttgNT h WINDOW SAYER MA'4ROLON 3103 POLYCARBONATE 12• uw. c a RESINS, W-STABIU2E0 GRADE OR SABIC t0 MADE Ran INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE 4" ON SHEET IS), `RIOR POLYCARBONATE SOURCES FOR 4Rf-taa agar nPr•L 1PvaTfL9 amaam 4vwc AID s e� s+mP a�W> e0awvd: ary wv mu e! ' aw] mi NRNSY,[W rIPOAM ISIY OEY YAW Paa >.'A] U. Y 11bWM 61NatliM .1 .Ap m]N wr i>,W na wenw Pmun sraD .>M mee ],mW w ].aaoP >+L omm at0 Aau Wv ,e n-aM n rtah mairr Ww oa a 44a a a.v WT MS N 911A`OW WN .aM 0.1 a-1 OA4 6etr 4annW IM Am PIP1a lawn T vm 7 e>a>1r�c Am Wv )1N3( sna7aex 4na WaM aaP oa ax> P+a efiw Au >0m6 sias2 maa avnmx A41N e)> u4i a+a neP Pu .S A.S.A. American Shutter Systems Association, Inc. 4268 Weslroads Drive West Palm Beach, FL 33407 2017 EASTERN DUAL SUPPLY, WC Accordion Shut KY. RARE ®1 W/ OR W/O H.V. 17 No Nei �i��I�ttttttttttt�r,�nrenr������,� t�rl�n V m' F �o o© © a o 0 0 0� o 0 0 0• o o �� TYPICAL C7� HV BLADE SHUTTER ELEVATION N.T.S. `rA OF CORNER CENTERMATE *NOTES"ON HV LOCKS AND CENT RMAT • 1. V6NOATORY CON001ON /le ONE NY S.LOCK a ®SHALL BE USED AT 1/2 OF SHUM SPAN FOR ANY SPAN OR 12' ABOVE OR Bf7,OWr J NMAY ' BE USED ASANIF�NSIOE OR UOIITSIOEi LOCK, ATTA�CNED TO Opp �T Nry ELEVATION. W LOCK VV.�S Fil C'NIERM TRmm/(2U/4_0720 K 1/2' LONG MT HEAD S.5. M.S. LOCATION OF LOCK SHILL BE AS INOICATFA-uN USED %5 AN INSIDE OR OUTSIDE LOCK CONNECTION OF LOCK" TO CENTERMATES @ S I�NDOW IN 1V .• n LUCKINU RODS iy OR AN ALTERNATIVE DEVICE BE USED AT STACKING POSmoN (NON HURRICANE POSITION). ONE HV LOCKOr AT CORNER UAiIONs. AT �..6 LOCKLOCK, TO SS CORNER CENTERMATE W/(2) 1/40-20 v 1/2• LONG MT HEAD S.S. MS TWO LOCKING RODS BOTTOM SHALL BE USED. LOCATION F LOCK SHALL BE AS INDICATED ON TYPICµ SHUTTER ELEVATOR. 'NUTIFB SPAN SHAUL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, un KIEn IL LUCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT Or 1/4'0-T0v3/4' S.S. THUMBSCREW TO 0 OR CENTERMATES SHALL BE MADE W/ 1/4'0-20K3/4' ALUM. RNNUT AS SHOWN ON SECTION NVE, SHEET B. ONE LOCK SHUL BE USED AT 1/2 Or SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, 6. MANTATORy OWIMION I3 MR'KEYSTONE LIOIIMU40 IN ON- ONE HV LOCK or or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SP,W OR 12' ABOVE OR BELOW 1 2 OF SHUTTER SPAN FOR SPANS UP TO Be. AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK @ at ® or g MAY BE USED AS AN INSIDE OR OUTSIDE LOCI(, ATTACHED TO ®I or ® SYMMETRICAL CENIERMA Es W/ (2) 1/4'-20 K 1/2• LONG FLAT HUD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ OR ® TOP AND BOTTOM IG COMPLETELY MANDATORY. III U61 IVAGI, E ,F •NOTES ON HD LOGICS & CENTERMATES• I. NC1AlCK311-Y[/�ND EMIERYIIn 3 (� 0 E ALTERNATE HD LOCK® MAYBE WOO W UM W RV LOCKS 2 OR MR ANY SPAN AND WSIADATONS AT ANY LUDIATON. ALTERNATE HO LOCK 8 WY BE USED AS AN INSIDE OR WTSTCt�LOCK. ATTILIIMFM OF TN LOCK f� TO (a5 W/ 3 IS a 3/B' FA S.i4S., AND W,U,GM REWrOffCEYDR D15ERT AS SHORN ON SECTIONS NOB- AND C-INC, SKEET 10. LOCK WY BE INSTALLED AT MIOSPAN OR 12' MAMMU4 BELOW OR ABOVE MIDSPAN. USE OF LOCKING ROOS @IS COMPLETELY OPTONAL. II" \v. ........... .-"' V;: VCENS�.,,✓9: •O J I 02017 MUM. ag. IL ECOItla. TLLR TESTING & ENGINEERING COMPANY Ma 1 DaMID Pnw I Nm7en-1330 . ro.: (3m)an-U31 wUe°1B-mm KAB6 A BLOT a•. P,B BONG I E. / 44167 /�.5.$�A� Amerlean ShUtler Systems Association, Inc. 4268 Westro0ds Drive West Palm Beach, FL 33407 02017 EASTERN NETµ SUPPLY. WG BERTHA ,M Accordion Shutter System ITV. BALE #1 W/ OR W/O U. WNW BADE ty, K p(S[Rpp�x DIr[ KGM1 Be Lt. 1 OLD IS-0B5 /1] I 'DRA O] 21/11 sf/O 'NG\aildl = NAL I I'0 P.E. SFALISIC)ViCI11RE/DATE 2 ] DRAWING No No 17-107 _ s CMFLT i © HV WALL HEADER INSTALLATION UW. SEPA IRON TO CL —(SEE SCNEOIRE ON SNM II) OPn01ut I III Y . V•- III • f OPOONY. I 1p' u... E. D. "L•- w.. a,.r x = J ' dK� 19 1 ^ oN 12 OR® ' 1/4'P-iOVJ/Y 55. Iru:. / % E CO Px n TRUSS "FAO :' / '' J / 1 6 WCMNE SCREwS USING l_/1 / CWCRUE ANCHORS 1/4•P-ia.]/4' S5. PNIWPS I CONCRETE ANCHORS / 1• 1/4-20 NUTS O 12' O.C. (SCE SCHEOUIE ON TRUSS HEAD MACHINE SCREWS PWREO CONCRER (SEE SCREW(E ON SHEET 17) . yln. POUREO.0 NUM E SHEEN 17) W/ 1/4'-30 LM1RS O 12' O.C. CONCRETE ROCK ' OR CONCRETE MM "'CONCRETE OD HV WA I INSTALLATION i• (SEC�samuiE oa�i REauuam n. CWaaTE OR WHCR[tE sac, 14) QF HV WA SILLINSTALLATION OlOC1! i WA RO;xsRm O HV WALL SILL INSTALLATION INmr FOR FN I- SIISIaET.MRTFPIrJAS V, INSTALLATION DETAILS W/ ASSCYSEY • C. 0. FO4E ORTAN[C • SEE AT[INS OG USC rOR � 2- YWInOm SECTIONS CAN BE COMBINED (SEE SPECUIr.YIM)NS ON SXFET 1]) , rr' „ RI/aEaV SHEET 19111 HV BLADE N ANY WAY TO SUn IN1' 116TAllAIINL 11' R A• T! ''-. FLORIDA BUILDING CODE . Hon High Velocit Hurricane Zone A4N'T, �:' JCENS`!.'•.A�9 O2017 141CC0. INa • 02a,T FARIERN IhTAI SUPPLY. INC. ER TIA 4 I E C 0A■S■S■A. Accordion Shutter System I 'I N C' xV. 07010E 81 W/ OR W/O KV. WlNM MADE 7:. American Shuffer S fame TILLIT TESTING a ENGINEERING COMPANY Y • x oocR Gu wtt aYMN en Le =..f '•... CORIDP:'.�,�4`, my Re x•,, ss, u, am, wlm., r,R,uo, noRar, �n Association, Ina I ow is-oes TM a oue m/zP/n fIf'�'•—�la•-il^ Pnm.: (7ospn-Iw , ra.: Ues1.T1-Ten 4268 Westroads Drive 2 S/ NAL E IS 4 _mW; m.10WI— DRAWING No O N ,,,1 m-mam:R West Palm Beach, FL 33407 a 2 •ry n ... W&M A. RLLn Jr. P.L 4 1 / —1 07 a ['C[AI /c:nx:.n:ne /n.X FIOROA Uc IF 44107 POUPED oHCPEfC ANCHORS PGN1m (SEE SCHECULE ON CONCRETE REOUflfO ,_� REWIHEO SHEET T7) mNCRETE ANCHORS 1©18 z%Fff NET u,T,NNT.n 0. alffT T) (SEL SCNmoIC ON SHEET 17) /. __ 1im14 I �• /• / :' UR:. 1/4*P-2W/4'SS m C 1/ACHIIIE SCRE)NS `1/2• ---- USING 1/4--20 NUNS a if• O.C. E. a• .250' YO4. �. � OR $ L I L D.• I .2W YR.. . 0"ON& M.-N. LW4RIN y' (- 1 �Nai.%jp. I 1 OR ®� I Or�mA® ' EN SEPA FON TO CIA I t OSRNc r-(SEE SCHMM CN SHEEr 11) suss—1 HV WALL HEADER INSTALLATION + KEYSTONE MINING zowrra/ ®. I 1 I OR u N SEPARAnw To GLASS L 1 rOMEm t-cU SOHEa11IE ON SHEET 11J OltamYQg [%hTNo O1I55— (SEE SCIRDUEE ON SHEET 13) / R� 1 ICI M�D�mWa i 9A�O)0® HV CEILING INSTALLATION 11E�1�l� B 3 aR C BI..3/4' HU HIM iEK SCREWS O 9' 0.0. OR 1/4.0-20 S.S. NS. CONCRETE ANCHORS W/ NN 0 O' at. (SEE SCHEOUEE ON T-__- 1 SHER 14) OR ®* EKi51WC - GLA55- • A/e IO,E •Y• TEK SCREWS a 12' O.C. CONCRETE ANCHORS © - 7 (SEE WHEOINi oN sa:ET 13) GIAe / SLAB IF FOURS) ' .• '. / 10CREIE SOARED . a. ' D.• (Q HV FLOOR INSTALLATION t - carcRErtJ O RWNPW INETALUTION t • ! 0. ECCE OSTANCE I- SEE SHM 4 FOR TOPIC& SHUTTER (SEE SPECIFCAg ON WW 13) W IW4nll �!/ ME e me OF SAO IF AFPUC x o.• MT KIM CONCRETE ANCHORS (SEE SCNM E ON SHEET 1.) -aNKeliq A 9 _ YIOPWNCRETE FLAT HIM CONCRETE ANCHORS GUI(SEE scHEwRE ON sNELT 14) It TRENCH INSTALLATION ATION D ONLY FOR UP TO +70, S PSF AS.D. DESIGN PRESSURE ET 11 k FORORSPANS PER scHEDvla 13. SHEET 1( 8 1 i 310'! f / y. O 9' O.C. �%_ rjI4qSt1/l {: '17 a 18 1/E' 1m, cacoR.m• 2.W"ION..H. SD.S. WN.EDBut CONCRETE. ANCHORS SEE NOTE IJ a �4 O.C. ICwtO COIwI.TE (SEE SCHWUIE ON ON SNOUT 1 ({ SEE ,NOTE U(0) PfW K SHCIl 1Q DRCWKREiE BLOCK ON SHEET OR1 . FLOOR INSTALLATION REQUIRE:)© KEYSTONE MOUG INSTALLATLON © HY WALL WALK —OVER INSTALLATION ATION 'A`D•'AA' uo. as:aNTINFNEswPc .F..-n w uA]Mxt vertu m.N e•-r A'DIEE PUS WMAELARO.N swat. 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A t , —1 O7 P.E. ^SEAL�SI IJRE/DATE no6DA WP r 44167 s SHEET 2 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK 9-01 Hy MALE/'IT" CENTERMATES 8 2 & LOCKERS' / M HV BLADE SEE ENO CONNECTION OETAILS ON SHEETS to h 1e OUT IN '�'` aura 0suac mJa.xv7, eioleNm av slXa a -o A©•o b © ®� u tlN AS VNM1iA$V. 1Lpl.1&e BUDL I�elOaM HLMM19. T . a a a . iMXG10) pr lWs stiYEt. w. of ,SLn wml na JYoxu I .s31.Irjl.Aalaltn.Aa,. Ixs oR " 91 * SEE NoiE 0 MR NJ I= 3@ . Lom M StRfi a UmJ-n N+Or uR'c uv¢ — 514R IMBEkG WFI I Wiq u4LilLIWEa 9Y J1TR EMAM iFM10Ra OA4E6pafl. N[V JFRSfI' 0)OSI OR (WIt. x1.z S Ir tNL IfxO?. i Q HV "T" LOCK n . : VT a ► A 16 _c . ctc• -------------------------------------- (tW.) - -- —=—------ i7------= • IN mNE. IN 31 I301nw Tii.�Eme3 IVi$..... --5 w OUT 0-20 X 1 1./2" S.S.M.S. 7/8"0X 3/32" WINGNUT. -H Y—G* �#1 11OMt7 ULUMO, NG '` TILUT TESTING $ ENGINEERING CONPANY aiss.xv. xm: tt. s 3.% vamm.. OJJINtfJ. naa n 011om 1 (305)871-I530. F.. t tl41871-1331 NORM'Uc AES.S.A. American Shutter Systems Association, Inc. 4266 Westroods Drive , F West Palm Beach. 33407 f �mlia�rrt:tir :3r1rrs� " � x]I@ u tWVG INs®L M® IIWa el v¢n a ti IP,NRi.I ROuOG 1� MN •OFMA 9 wto im ut wlGWrtz MIY+NIn mN euKQ R'2017 EASTERN UET.L SUPPLY. INC. 13ERTHA—RV,— Accordion Shutter.Systei Kv. RAM #1 W/ OR W/0 H.V. N(NDOW 9ME Ex .eluxx W La 1 7I UX 07/27/1 DRAWING No 17-107 ' POURED CONCRETE OR • - '1l CONCRETE BLOCK WALL POURED CONCRETE OR CONCRETE POURED CONCRETE OR CONYREIE GURED CONCRETE CONCRETE • • REOUrtITp / BLOCK WALL REWITED I : \/ BLOCK WALL RFMPREO ` BLOC REOURIM CONCRETE ANCHOR > a 16D.C. �E%ISTINC G ' �IMSTINO GLASS 7"• i EXISTING GU59 I: 2- NIR. EIDSRND CUSi ( EO .. EO Mx /1(SON m9Tl1AE QN y� / Mx SFPII 0:N 7r m aA51 (6EE ' 11 TOR BADE mANO � 10 O.a4 (SR • � MIt SEP RIMOl r' SIWaAE M SHEET M EDR TAIDEmNlO I/1613' MAY (saw- r. ON S40T 10 .at ®a ® SDEDIAE OR SHEET / ARM .' , 10 a.45 DEE samuE at 9¢i aTE AT x SIDE 9) . ON SLEET I9%R �� aAas(D& 0 IL CLOSER PUTS. 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S____—_ ---------- OR 11 RON ®AND CONCRETE 1 10 N ____ ©axNOOR�afl /2' Mw. ____ ____ _______ soeTALEa _______ - _ 11 Fat N/EE QNa _ CONCRETE R ; 9/➢6(Dtr® ONSHEICTI µ12' O . 5 �63 ONSHIETI 4 ©Ofl©OR�OR� ED D.0 1/2 YRI. trC_ _�__ r T-L_� - 4 //I •JL3. Per_ __ 6 OROOR(�OR • 9' mN. EO � 2' MIN. ♦ SCC UM AIIaNS OF �U6E !bN VIEW V 5 % BLADE 8 ON SHEET 19 @OR®OR qOR@OR© VIEW Y ' 1 OR & PLAN �\ Poaflm coNGREtE aR 1 OR ®• mw06'O• '�•® '®-©•07 • e0•Q•®' DETAIL % CNRT IN. KWALL �'' ©. I�•®-®•®,©•©. E D JUS LLA 10 RICUED ©•0.0-©-0 ©•O ©-©O ®• (11 HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL 50 Qa •®.®•®. .®.ITg� / O Os •®-®•®•®•® .............-t �yF'•. y ? o2P17 tnrzc FLORIDA BURRING CODE mD of Hews ERry METAL saVelocity HPLYrIwe�e Zane Accordion Shutter System * 7 IL� A■S■S■p A A •d y * jJ i ✓ 1 i �A(•'•r, :' /{/a'AAA A TILLIT TESTING 6 ENGINEERING COMPANY ua xW. JM 04 M.. m2. xRaa1 GNIKNL naAv. Jllx Pxcw : (MaN171-I534). EN.: (30RUM-an x-Nw:IN,N,0 Iw I A Itu719 WILIFp 1= AF V.0 E1aRDA ULI NI07 ■ Amerlpan Shutter SY9tBR19 A890CIOtI0D1 Inc. 4268 Weslroods Drive West Palm DCOCh, FL 33407 H.V. RODE #1 W/DR W/G'H.V. VANION &NE w, x M9ARmneN Pxrz IMUxN er: Le. 1 OLD 15-085 7/27 I OA10 O7/27/17 '••S�ONALENe�Ido •• ' aC CCxI /Ci%•uxn me /nIm 2 J DRAWING No 17-107 nur-� I C FOR MAXIMUM SHUTTER SPAN - OR 'L—' (ft.) FOR INSTALLATIONS W/ er III or ONE NV LOCK or ®( W/ NO LOCKING RODS (SEE NOTES T, tt) Nmw f WALL MWNRNG F j GDIJNa. �NIWG UOUNIVt MAXIMUM SHUTTER SPAN* "L+' R 'L—' (ft.) INSTALLATIONS W & W/ CNE W LOCKS OR W/ NO LOCKING ODS (%MUD TOR MOUMNOQ SNEET 7) CONCRETE 4A.pCiIGX INSTALLATIONS RMA/CEIMNG MOUNi1Na 4.q h an -I W rwo0 uL uWNnxO 30 I6'-0' 1 IGI 35 1V-2' I6'-Ill' 40 45 13'-4' SO 12'-J' 55 66 65 5' 9'--9' 10`-I' TO B'-4' 9 75 WSTAHARDN I FGENO CONCRETE & WOOD WALL A B..C, 0, E. N, N, 0. P. O. MOUNTING F. K & L R, S, & V. FLOOR/CEILING G, H. L It, J T, U, W & IfMOUNTING & M 0 MAMMUM SHUTTER SPAN l+' OR 'L—' FOR INSTALLATIONS INTO WOOD SHALL.. BE UNITED TO to$ P.L. A.S.D. DESIGN PRESSURE. RARNG, 1' IN CORNER CENTERIAATE 13 My BE USED AT ALL MOUNTING INSTAIlATIONS. LOCXINC SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDRION #2 NOTE /5. SHEET S: Ft EXCEPT THAT MOMMUM SHUTTER SPAN 'L+' OR L- AND wimuM AS O. anew PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BIACK Sl N BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.Cf. AND 8'-0' SPAN. SEE MOUNTING ©ON SHEET 7. SEPARATION TO GLASS SCHEDUL WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" C1� HV BLADE FLORIDA III 02017 TRTECI INC IL ECOEeG. AmS.S.A■ TILLIT TESTING & ENGINEERING COMPANY American Shatter Systems .305 N... Lem. TA, 0.. M. MA aaro '' now "Im Association, Inc. Ph-'- I (]DSTITbISM . F.. 1 (M)071-1331 4268 Waslroaas Drive .'"m' w.eoe,w.mm Te-00I West Palm Beach, FL 33407 .km A TXMT dr. P.E IIXIMA, DY. I 441V (1) L+: MAXIMUM ALLOWABLE SPAN FOR AGIVEN POSITIVE A.5.0. DESIGN PRESSURE. RATING. L-: MAX. ALLOWABLE SPAN FOR A GNEN NEGATIVE- AS-0, DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE 12AMIMUM SPAN FOR WALL MWNTINGS (TOP/BOTTOM) OR FLOOR/CEUJNG: GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 1+' FROM SCHEDULE: GNEN A NEGKTW ABO, DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L-' MOM SCHEDULE, FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 'I--' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ ELOOR/C0UNG MOUNTINGS; FOR A GIVEN POSDIVE AS.D. DESIGN PRESSURE RATING: DETERMINE: LI+m MAX. SPAN FOR WALL MOUNTING 114511AUA71ONS. U+= W.X. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GNEN NEDATrYE A c DESIGN PRESSURE RATING: DETERMINE: LI-- MAIL SPAN FOR WALL MOUNTING ImIALLARONS, U-- MAX. 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Svipi IItlRE/DATE IL ECO,,,A. TIWT TESTING & ENGINEERING COMPANY OIb er. SJ. s.. �1 xAG.v a.®00, naa n: rlm.: (ao6Nn-I6]0 , 7e.: (3Gs)s71-ISO, m-aaaenv ex'"A1YN Jr. RE ^OPID'• f 44167 ` A.S■S.A. ARIONCOD Shutter Systems A990CI01I001 Inc. 4268 Westroads Drive West Palm Beach. FL 33407 02017 Fw51BU1 YETµ SUPPLY. OTC. BERTHA TIA Accordion Shutter System Ky. BALE #1 w/ OR w/D kV. W HOD,V BLADE n, orscMew vArz Daum en La. : OLO 13-096 1/21/I av4 07/27/17 2 s DRAW�JING N6 7 1'-1 O/ • 6 SHEET 20 OF 20 °