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HomeMy WebLinkAboutSET UP-INSTALLATIONL BERDN H.V. ACCORDON SHUTTER SYSTEM SHOWN ON THIS PRODUCT NXIIATHIN OOCUMW (P,EDJ HAS BEEN VERIFIED FOR DOMINANCE IN ACCORDANCEWRN THE 2017 (801 COTTON) CF THE FLORIDA BULLDIG CODE THIS ACCORDION WANTED SYSTEM STRIA ADD BE INSTALLED AT NaH VELOCITY HURRIGWE ZONES. DESIGN WIND LOADS S1 BE DETERMINED AS PER SECTION 1620 OF ME ABOVE MENTIONED CODE, FOR A BASIC %NO SPEED REQUIRED BY ME JURSO1CDON WM ID, SN,M WILL BE WSTAILEO MM A DIRE0110NAUTY FACTOR M.0.65, USING /SEE 7-10 AND SMALL NOT EMCEED THE MINIMUM (A.S.D.) DESIGN PRESSURE RATINGS I1OI1TE1 ON U= 11 MRU 15. 19>& 20. IN ORDER TO VENFY THE ABOVE CONO SON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ABLE 7-10 snW BE FIRST REDUCED TO A.S.O. 00" HIND LOADS LYUI NT MULTIPG THEY BY 0.6 IN ORDERTO COMPARE MESS W/ Men.'(AS.D) DER M PRESSURE rn" NOTGTEO ON SHEETS 11 MRU TO, 1B A 20, IN ORDER TO WaFY THAT COMPONENTS AND µCHONS ON THIS P.E.O., AS TIME, ME NOT WER STRESSED. A >3 i INCREASE M ALLOWABLE SME55 FOR MNO LOADS wA5 yp[ USED IN ANALYMS: HGWEVDL A BIND DURATION FACTOR W-1.80 WM USED FOR VCNHCMON OF FASTENERS N WOOD. THEIR SERUM H.V. ACCORDION SHUMMR SYRTEWS AOEOWCY MR WIND AND LANCE MISSILE IUPACT LOAD WAS SEEN VERIFIED IN ACCORDANCE WIM Soon, 1600.1.2 OT THE (DOVE MENTIONED MOE AS PER AR REPORTS; -HIV DUDE (D 10214.01-0, 10715.01-03, /1004.01-DS, 11214A1-05, JWM02-06, /0609.01-10 MO 80210.01-11 AS PER TM-201, TM-20 AND TAS-203 PROTOCOLS AND AM E-106 AND E-1096 STANDARDS (MIDDLE IEVRL D, HIND ZONES 1, 2 & 3) & 11220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARSE MISSLE. -W WNDOW DUDE G /0505.01-M A9 PET ASTIR E-1580 AND E-1996 (MISSILE LEVEL D, HIND ZONFR I, 2, 3) RISC PROTECTOR ONLY AND / 0725.01-6B AS PER TAS 202 PROTOCOL. 2. W RLME (D AND HV MNWW BLADE ® ME ENGN ED TO WORK IN UNISON MM EACH OTHER UNDFA ME GENERA UNBTATIDG AND CONDITIONS OF USE N eCAM ON SHEET 19 3, B6RTN M.V. ACCORDION TINS (1N SCREWS), USED AT SAES KNUCKLE MD MR ERECT MOUNT CONVECTION TO 1RACK9 SNM.L BE ]102.75' AND /14A1.75- RESPECiNgY, 410-14T MINIMUM SERIES STAINLESS STEEL SCREWS M H 135.0 WH YIELD STRENGTH AND 180 WE SM i TENSIM M. PHIS SHALL BE CONED M BERTHA W DACROSHIELD COATNB SYSTEM AS MANUFACNRM eY COATING APPLKAMRS, REGISTERED MI, µGW ERI,URR SYSTEMS MSDOIMOK MRS MUST BEAR WE NJ NMNINO ON NOR HEAD. MPROVEO 4. ALL ALUMINUM ETRUDONS SHALL BE ALUMINUM A850CIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINNUM YEW STF(ENCM FOR 6063-T6 ALLOY IS M, IW AND 35.7 AM FOR 6005-75 ALLAY. b. AL SCREWS TO BE STAINLESS STEEL 304 OR 316 AD SERIES OR CORROSION RESISTANT COMBD CARBON STEEL AS PER ON SCNB WITH 50 Mai MN. YIELD STRENGTH AND 90 LN MIN, TENSILE STRENOm MD SHALL COMPLY W/ FLORIDA SURDIG CODE SECTION 2411.3.3:1. 6. BOLTS TO BE ASTM A�07 RLVANIZM STEEL, OR AD 304 OR 310 SERIES STAINLESS STEEL WN W AM MINNUN AELO STRENOTI, 7. SEE ME MUOMNO SHEETS FOR "NOR SPECFIGaONS: NY GUIDE 0 : 12,1304.13 AND 2G HV BUTTE a'& 0 wo"O N UNISON: 12, 13 & 15 & TINS BERTHA M.V. ACCOMIGH SHUTTER SYSTEM SEARS A US PATENT 16179.582. COMPONENTS OF MS MPADVAL ME COVERED, N WMCLE OR N PANT Sy U.S. PATENT t5'458.179 ISSUED TO CASMRN METAL SUPPLY, INC. 9. A SHALL BE THE RESPONSIDLTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS To BE ATTACHED TO NSURE PROPER MCHmML CONTRACTOR TO SEAL/CA" ALL SHUTTER COMPONENT CODES WINCH REMAIN, MU FASTENING IN CENTNUOUS CONTACT WON THE WHO'D TO ANEW MNO/H5N INTRUSON. 10. EACH UNIT MUST BEAR PERMANENT U6E IN A NSISLE PUCE 5MH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OMIER. TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTETIIMIES ANp ENGAGE OR LOOK AL IN AND NO LOOKS. IL SHUTTER MMUFACNRER'S LABS. SHALL BE LOOKED ON A READILY VISISLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WAN SECTION 1709.S.3 OF FLORID BUILENG CODE ONE LABEL SHALL BE PLACED MR EVERY WOMB. LMEUNO TO COMPLY WITH SECTION 17DD.91 Or ME FLORIDA BUMNG CODE 12. SEAM H.V. ACCORDION SHUTTER SYSTFL'S INSTALLATION SMALL COMPLY Wall SPECS INDICATED IN THIS ORWING PLUS ANY FILLING AND 20NING REGULATIONS MUM BY ME JURISOMMON WHERE PERMIT IS APPLIED 70. 13. (a) THIS P.E.D. PREPARED OF THIS ENGINEER IS GENERIC AND YOLS NOT PRUDE INFORMATION FOR A SIZE SPECIFIC PMECn Le. WHERE ME SITE CONDITIONS DENI,IE FROM THE RED. (D) CONTRACTOR TO BE RESPONSIBLE FOR ME 9ETECITDN. PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF MIS PRODUCT. BASED ON NIS P.ED., PRCADED HE/alE DOES NOT MART[ FROM ME CONDITIONS MAKER ON THIS DOCUMEM. CONSMUCTION SAFETY AT SITE a ME CONTRACTOR'S RC,US Mrr, ((a) NIS P.E.D. MU. BE CONSIDERED MAUD IF ALTERED BY MY MEANS. PECIFIC PROJECTS SMALL. BE Room.51SBLE FOR THE PROPER USE OF MBARED E P.E.D. GNEkR OF REA FLORIDA CORD, ACIANNO ASINOR A DELMQEnpCENGNM TO MMICH MU- E PLIED. ENGINEER $HALL SUBMIT TO M2 LATTER MO,ft MR ME E Sim SPECIFIC HDRWNGSEMR RENEW. (e) NNGINA. P.EO. SHIM. BEAR THE DATE AND ORKVA SEAL AND SIGNATURE OF THE SCANNED BY St. Lucie County P.E. ENGINEER OF RECORD THAT PREPARED T. r• �P% C •�ce%isF �''� 0W17 Famco, M. 116P *; y� 'A ?lT TILL17 TESTING & ENGINEERING COMPANY 055 N.W. ,MM1 SL. Me. N4 NeCaM aW Wi. FAa@.I.S M.;(3551971-L530...Net ,laosu>, GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 7-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BUTTE & WINDOW PETAL ASFd 9• t(W BLADE t7 AND HV WINDOW R ADF (IA (WHERE APPI 1 na_I Fi TYPICAL SHUTTER ELFIARON A, NOTES ON LOCHS SHEEP 5 INSTALLATION DETAILS A-F, CONCRETE/SLGCK SHEET 8 INSTALLATION DETAILS G-M, CONCRETE/BLOC1( SHEET 7 CENIERMATE DETAILS HN SHEET B CENTERMATE ALTER14AIING DETAILS TV SHEET 9 END CONNECTION OEUILS 1-6. CONCRETE/BLCCK SHEET ID MAXIMUM SPAN TABLES SHEEP 11 MMOR SCHEDULE- CONCRETE & BLOCK SHEET 12 MUCH SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOW SHEET 15 INSTALLATION DETAILS M-R, W000 SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 &. X. WOOD SHEET 18 AREA 3• HV WINDOW RIADE A ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW RI AGE (1i ONLY INSTALLATION DETAILS, METAL STUD WALL, SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroods Drive West Palm Beach, FL 33407 rrW W � • WM "v TM Accordion Shutter System ITV. RALE @1 W/ OR W/O H.V. WFDW/ MAX KING No 7-107 OF USE OF QUALIFIED FOR BLADE .6063-T6 ALLOY IN 6 sasBn9 3QHV UNIVERSAL FLDATER GUAUFIED FOR USE W/ M! BLADE Oi 6006-T6 ALLOY AND TEMPER SHEET 19 r— n• 3� 870 1.666' R Oat CEILING HEADER 0 FIEO FOR USE W/ HV 8L40E 1 ONLY, 5EE SECTIONS FOR VALID 6OSS-16 ALLOY AND TEMPER YN %MN YYNI P .062' W/ Hv HV QUALIFIEDOR�OBCPE� ONL TRNSBLA ALUMINUM ANGLES OUAUFIED FO$ USE W/ HV BLADE i ONLY. 6063-T6 ALL Y AND TEMPER 6063-76 B�HV WALK -OVER TRACK QUALIFIED FOR UE W/ NV B ADE 1 6063-T6 ALLOY A 0 TEMPER COMPONEM A B fl T2 19 2.6' l' NAX. 0.190' 0.190' 2' 3' MAX. Q.139' 0.131' �5 HV 90'�180' STARTER QUAUFIED ell USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER .991' 842 4. 12 ' S .sm ( HV TRENCH TRACK OUAUFIED FOR USE V// HV BLADE(1) ONLY. 1@ HV RAINGUARD OUAUFIED FOR U$E W/ W 6063-Tfi DA110 EA(TIN) TEMPER, y ............. \AENS";',1✓P=� -/ yJ j �' ; Q � I TA]pDF ; AIp ORION.... s S1 ORIO .`�p. e. 111 %ORT[�1 ('1r 1jM11 P F mod•/7�ICT3lAIAiC lnnic 020171LLRC0. WC, I L E C O I NC. A S S A . . . . American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Becch. FL ..7407 W.20f7 EASTERN METAL SUPPLY, INC. ERT A TM Accordion Shutter System KV. BLADE W/ ER WIG NV. WHM BALE TIWT TESTING & ENGINEERING COMPANY Wu u.p. M, 94 w. 0A.`I w 9 ANIP11 NAUM MI. (UNIMI-Is30 . Fw : (3w)6m-u31 � "pie MVID'�m p" A oLUT A. PA. RePoM UP. ( "IV . N OLSCPIPIION W}( NMpN e!' LG OLD 16-0R3 pit 27 I = W D I a A DRAWING No 1 / — 1 07 cuccr A 6 (! RF FL USE W/ J;dj �' OU ED FOR USE W/ NV DCAOE I & I ONLY BR83-76.ALLOY ANO TENPE 4' R 2 � ITAN N Ns. D.,, N. '� HV MALE "T" 0 .Ir rr LOCKER FOR "T" LOCK CENTENNAIL QUALIFIED FOR USE W/ HV BLADE 1 ONLY 0 QUALIFIED FOR USE W/ HV BLADE 1DONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER U HD GF T RM QUALIFIED FOR USE W/ W BLADE T & A ROD 6063-T6 ALLOY AND TEMPER ® LOCKING R00L QUALIFIED FOR USE W/ W BLADED 1 6063-T6 ALLOY AND TEMPER /INSTALLATION MILL REQUIRE A 7/I6' 6063-T6 / 11 D3'x i8' HV 3/8"0-16 A( ® HO CENTER @I QUA -RED FOR USE WV W BIAUE I & 6063-T6 ALLOY FANG TEMPER 31/1' C1/4'P ( HV 1 /4" m— 0 AI I 304 RI S SS, THUMBSCREWS OUALIBEO FOR USE V!/ RV E AOE 0 ++Irv�'GT`?` +r(�/l t omlTnUEm. wc. IL3 GEN "'•• `'� I _ 0� -Q 3 T✓f' TIWT TESTING & ENGINEERING COMPANY q� STATE OF ala vv. ]6E, . ]GE, Owm"g, : ( ]Os)Ee1. F.,-15]O Por : fJmtOT-sal TI Ue /"4L CAET MAILNO [Wa¢ aa� vAwTm Ess naw iHV EGRESS LOCK OUAURED FOR USE W/ NV BLADED& ® ONLY. vt I6 " I6' .360'AFTER RIYLRN BEFORE RIVETING 1 /4"0-20 RIVNUTe 10]4-T] ALLOY) IARGE fW16E nYN #0. A$ NVOIFAGNREp % AVOFL iNY. MM .I[R6LY OAN Oq fC1YL RNATIVE LOCK FO USE 1V/ HV )E 1 ONLY, �g HD LOCK BY REGENT NAROWME UMISE LOCKS SERIES 23M MOOR SOLT LOU. ---QUAUFIED FOR USE W/ HV BLADED& A.S.S.A. American Shutter Systems Association, Inc. 4268 Westmods Drive West Palm Beath, FL 33407 3n Shutter System OR W/D NV. WND W ELAX MIND No 7-107 SHUTTER ASSEMBLY SCHEDULE FOR HV HV D HV BLADE 1 ® HV BLADE to ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER 4� IP/ WHEEL CARRIAGE AISI 302-303 SERIES 0.870'R3/I6' THICK NYLON WHEEL. 0.168'0 AISI 302 SERIES S.S. RIVES © HV 1 3/4- ACCORDION PIN W/ R8 HEAD ® HV 2 3/4' ACCORDION PIN W/ 8B HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW EXTERIOR 3 I FOR® 1(( ®ar®', v L PEgRFCYENI9J OOR Y 1 1 DOR® (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR®W BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR HV ® BLADE. 3TQ H ITT R AS MBLY (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT ((SEE ©'TaAT aR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 raax4' E'SKNUCKLE.,BLADE WHEN CORRESPONDING TO INSTALLATION '11% SHEET 7. 3 Non • FOR 11114 Ir 0 EDUIREMENTS) (3) HV PIN 0 OR 0 W/ 1/2" O.D. 1/I6' THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. `"HEFT ® 1 � ,W FEEL CARRIAGE DETAIL PF.EMBLY LAYOUT EXTERIOR e WE .0sxs• nsxs .oexs• OR SAI RESIN POLYCAABONATE SOURCES FOR 46 NRRM[ Iaa] mvL 4wvortn srNdll\ mwc m/4mc s m� s[ae Doan LL]JeLIAY ¢n om mu xM' oua Wd mlm[ vsm awwn wnu 0u\ v,.¢o P... ram r+r. r]alAy 61M9M Lr Ypp .S1Y mm 1f.'d pLL rlµp r.µ iLttYW lxp]YS A6)LL .SIY 019a ]NW 0.LL ]•a.GO Pil K¢:am am xm o]]e la nr/" la rt.m/w aua OaanF mu mw as • eu • xu Rac n 0uwuo am 0aaa of ars c-1 was w uanw Imx 01m loa � am t \Mu ¢I]a iA9]lAallsawtmvc NL t5N Na BM]pLL ,aNO rLL la®L.6'@k59 BUPVL \UI14A0.0 KN OL N01 FLL aN¢ Ml. Hurricane '• •• 6 O •'. Qx ; ' 4y�.0 =17 mum wc. TILUT TESTING 1, ENGINEERING COMPANY ua] N.. saw zt aN. ]m, tcv0wx ¢wrars, 41aRM vl Pmiu : (305)e71-I5]a . Fm : (]m)sn-I69 ®OON119 0m ]vuaR . tRart ar. P.E. noRna Uc E 44167 A ■ S S ■ A ■ ■ American Shutter Systems Association Inc. 4 4268 Westroads Drive West Palm Beach. FL 33407 02017 EMIERN MEIAL SLPPLY. wa. BERTHA-RV Acc dion Shutter System HV. LTAEE ®1 W/ OR W/0 HV. WNUCIN BIADE n x 0rsausn¢u wrz ar4xn Lh L.c. I OLD 16-085 ] /r] 1 a]a o] x] 1T s$/ONALEa6''IIL P.E. SEAL/SIGNATURE/DATE E DRAWING No 17-107 a 4 FISHEET s 4 OF 20 e V-0..' C� - �II I'I N�I O y low m• F f 0 • �a �. �j a�.�j n I(-s•:�41Q. how©. 3j„ TYPICAL In HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE • NOTES -ON HV LOCKS AND C NT AAR��MAT S- 1. NANDATOIK CONNTIOMIIt ONE HV LOCK Q u �y SHALL BE USED AT I OR 12' ABOVE OR BE},OW DF SHUTER SPA4 FOR SPANS UP TO 105' ELEVATON. NY LOCK 11S .1 MAY BE USED AS AN INSIDE ON OP TO LOl CENTERMATEsw/(2) I/1_D-2o x 1/2' IDNC MT HEAD SS. M.S. LOCATION AT STACKING LLI SHUTTER ELEVATION, BE USED AT OF SHUTTER SPAN FOR ANY SPAN D FOR INSTALDON5 T ANY ATTACHED TO OR LOCK SHALL BE AS INDICATED-CR BRITT PURPOSES, OP TO iW0 HV TON OF LOCKS TO CENTENIWIFS �, .HURRICANE POSITION, BUT MAY 'OR AN ALTERNATIVE DEVICE ER ANY R INSIDELOCK, I S,S- M.S. TWO LOCKING RODS 6. MANDATORY OONDNON 03 MR KEYSTONE MOUNTING NSrA I ATIANS• ONE NV LOCK 0 -1 0 01 ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF BNMTTER SPAN FOR SPANS UP TO BS', AND FOR INSTALLATIONS AT ANY ELEVATION. MA LOCK 0 aY 0 of 0 MAY BE USED AS AN INSIDE OR oIUTSME LOCH, ATTACHED TO C of 0 SYMMETRIOAI. CENTERMATES W/ (2) 1/4'-20 K 1/2' LONG MT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INOICATEO ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 6 W/ OR 0 TOP AND BOTTOM IS COMPLETELY MANOATORY. MAY AND 12 iNOTE�D_LOCKS & NTERMATES• r� I 1 NO ICCK S w/ NO CM(I MATE& fe WAS 0 E ALTERNATE He LOCK a MAYBE USED IN UEU OF MV LOO(S OR MR ANY SPAN AND "INSTALLATIONS AT ANY ELEVATION, ALTERNATE HD LOCK 8i MAY BE USED AS AN RDNiORCfMDOR ROUTSID INSERT LAS«6HOVMONS CRONSOF DNOB K,AO 1?1 1 IS C, SNFET Q LOCK WY BE NSTOAMEO AT INDSPAN OR 12' MAKNUN RELOW OR ABOVE LIMAN, USE OF LOCIDNO RODS g IS COMPLETELY OPNONAL Y11•-.1P ........... r �CENS ., v9 oMq iLLRCO, R+C. 02017 EASTERN MEnL SUPPLY. NC. BER ,M Accordion Shutter System ' 1�,- A.S1.ST.A. ' 9':• /F *' American Shutter $Y8iBm9 KV. BLADE M1 W/ OR: W/0 FIN. VANIM BLADE m N REsuvnuH DAtt ow,IN-gr; to t• TILIR TESTING &ENGINEERING COMPANY a>v NN. EAaN. a., al. xoA, wneuw ON-M ASSOCICt(OnT ARC. 1 OLO 15-085 7/2) 1 MM 07 27/17 s ,: Ati' A R LIF Ph— I (30 11071-1ns0. To.: CKs)BT1-YAI 4268 Weetroads Drive _ s / • 1 Al x DRAWING N0 ° P,E West Polm Beoeh, FL 33407 :s ANAL E.N16 1' •\1�I wNTpet�iilyr 17-107 i Dr RPAI'ft .. IIIGC/OTC RDSOA Ud A Qlfi) 6 cuvvr RgRaD ISM SOHEDUIL ON SHEET 13) REOUwEp u nc v xunx KOURED -0.3 .' Si REWRa:O }1_ OCNCREIE ARMORS i Q1B rDR OVC (3[[ u2W'e0®w SHffT I lI CONCRETE ANCHORSSC (SEE SCHEDULE ON-20 (SEC SCHEDULE ON SHEET 1]) SHEET UJ12' O.C. I ql(4 ` Ir 14ZI 205CREM5 .5.USING , �J 1/4'-2D RUT$,E.250'IS /-3 OR O5ORR. j 2aPRON4RRUSCROcial 90 1 DR ®� Yw. sEPNGT101s i0 G1I3EwmNG 4w. SSP/NAEOO }0 I 1 [2155 SCNEOOIF ON SHEET —(ME SCHEnnr ON SHFCT 11) SHEET I IWO © HV WALL HEADER INSTALLATION G) 80 HV WALL HEADER INSTALLATION + KEYSTONE Icel q i ON. SEPARATION TO BASS mwIll aAa L 1 1 OR �� ON. mPARAnDN To cuss ' ' 1 r—(SEE SCNEOUIE ON SKEET 11)� Exarwc_; 7 1�C0lIS mNa� WIN y {SEC SCHEWL[ ON 5N[Ef cuss I INC a.mmAQOjR � eum�x� IINEG!,DIIII / fDrmotuL II - � ' 1 A' uev CD; E. ? II 40. I Ed. f OPIIONLL ! O3 aR 15 E. d.• I ' , ! dA I I I I I e/z" -L.. - 19 II LE � EDJ •' %f ! ! 1 1©MIB EO EO PM:WPS TRUSS HEAD / / f EITEM Is 1/R'0-20.]/A' S.S. PHRLPS GONCSCf TRI155 N_E/O fNtlnNE SCRENS 1 CONCRETE ANCHORS (SEE SCHELR` ON SHEET 13) �• F 1' 14�1420 UI5 0 11' 1 I'M (SEE EaUIE ON POURED OONCRCIE SHELL IS) W/ 1/4 -20 IIUTS 0 12' OZ. coxam DIRE $OCx ONRm OD HIT WALL SILL 1_ ' NCRETC NiLNORS INSTALLATION (ON OR CONCREE Di REOWNED RED ooxa� SCHEET 1i)EDULE HV WA I INSTALLATION OR CONCRETE OLDCK WALL REOUwfD © HV WALL SILL INSTALLATION R COURNANION sxEn . FOR TrPEUL sHu1TEa ORTWRCS START INSTALLATION DETAILS W/ If all BBEIA Mj� II TO VINONSIT • E D. - EOCE dmANCE (SEE TEax,CI.,WNS aN SxCli 13) •SCE to AroeS OI USE FOR Ell GE SHEET 19 � HV BLADE ' RORIDA BUILDING CODE Non High Velacit Hurricane Zone y1::'. \CjE�s •• ✓��^ 0201) T¢TCCO, W. ®201) EASTERN IdE2AL SUPPLY. WC. \\\I V F` 4 •• •.. I L� E 0 S S A•• •A • E T Accordion Shutter System KV. RARE ®1 Wr OR W/0 IW. WINDOW 01-411E '• •• r \S •'... •_\(4�s\I TIWT TESTING a ENGINEERING COMPANY American ShuHer S slams Y Association, Inc. W. x DawlsmlDx --,- -- A ORIDP: -Is, Na. 1Lu. st. a+.. Sw. wma uno0¢ ncea ml 1 OLD 15-085 ....... C. Imam : (S0s)en-1S20'. i (3051en-1531 Ut"o 4268 Westroeds Orives�ONALEN�'',1 MD"RAWINGNo "mw: aY.mm "kne'AIRUT Jr. PL West Palm Beach. 1 33407 3OW821D . d r mu /rinum inr 2nar nOROA Ue 1 NiRT S cure r CO AN EIE ANCHDRS (SEE SmEOULE ON SUET 13) 17 a ;eR 1. BOUND GLASS 0 9 8 0140/4' HEX HELD —A. I-TIOIM-J 1/4-.-2 R J'O-t0 S.S. U.B. W/ NUT D 8" O.C. "1 7/8-1 T/9". _ \ POURED CONCRETE REONRm U NGff G � 1- SEE SHEET J FOR TONCAL SIUITER I I I t OR Im .iata Qy� EXISTING I I-Pa'somu I —I san n ExnT , IJXQD)•® i—IaiPJ°"'m.J I 9 ANCHORi ANCHOR aHm OH � - I 1041gN i 1 EXUDING GIASS J I J I H /^SM% WASER HEAD UK SCAM II r r• r II D 18" O.0 / f - ©7 mD'HANCHORS (BEE SCmIILE 8 / •'/ ' ' /� / l: - DOE OF / �/ ON SHEET 1]) .'/f ,'_!, f ARPUCARRL /r%�/r71�. r // J r ; EttE Dr ../ ! // / to", EDGE Gr SLAB IF /, f �i/ � •('i•l� / . / /'J:' SUB6 i / 1Y � r /� � / . G. r, FIXY a .: STAB IF ! / / IPR1GRlL / ¢1 mumr /• / r /// r / . ' / / PLICA ,,' j " � � C NEW 0. CRED �'R� MT HEAD CONCRETE ANCHORS RUITEEE . , .• . R Wm MT HEAD CONCRETE ANCHORS REDIARED (BEE BCNEWIE IN SHEET 14) EWWm E. a.• a (SEE SCHEDULE ON GHEEL 14) I1 TRENCH INSTALLATION @ Hy FLOOR INSTALLeno HV WALK -OVER INSTALLATION AUD ONLY FOR UP TO ♦& DESIGN PRESSURE PAN A.S.D. _ t FOR SHEETSPANSSCHEDULE 11 CONCRETE AATx (SEE 3 as �j $J a /1Gu/J„ 'cEAD.a•: " sfir n'rIG-`R IrrJno' ]Ja MAX.r' Laµ UK: sm. CRNI. SruRD 1 Ja" a P2'QC I / i ]/0'/ 6 fffl:'i CONCRETE ANCHOR$ ✓ _ _ 6 . 7O J/E , /t 4.1/4' SOS _—__ 111/4. �'.. %i///% 1/••r-rnL•• n as SCHEDULE ON / O 9 0. C I j`•/ / V4Yq 1/•1-A NYR SHEET 14) 1/2,r_ 1 17 oR 18 1/Y. 11• / J 5 �� ua1Nq HAT smmwRn i f - Erb GF ' /. 17 18 •1.. a.OE"Duw. ) Ixa IDQCR s f : 114r]/1'PH. So.S MIN. . �� CONCRETE ANGNCRB BEE NOR )] O CNIKE i 0 8" O.C. ^ POURED COKI —ED POURED CONC (SEE SCHEDULE ON ON SNEEr 1 C SEE NOR U(e) RE ED OR CONCRETE am SUET 1.) POURED CONCRETE ON SHEET 1 REQUIRED OR CONCRETE BLOCK a©KEYSTONE MOUNTING INSTALL AT10N QK 0 NSTALLATION © ;MALL WAL WALK —OVER INSTALLATION K� w Ase. orscx vruwvE; ....... P. u4w•u sHumR ma,'-D• TALLATION t M. • E 0. EDGE DISTANCE t REMOVABLE WREN PERFORMED Ins HNcTAyLAnQH SHAUL BE Nm (sm SPEcareArec; ON SHEET I]) ADJAAD ECENT TO NH OPERHDIE Car GUDEON SHEET' mR l'.y INSTALLATION DETAILS W/ Ci HV BLADE j1H11 F A. ^ FLORIDA BUILDING CODE Non High Velocity Hurricane 20r `I� :''•�10EIys ::,•✓y =_ =17 nUco, INC - ®z0n EwsTERx METAL SUPPLY, INC. * IL E C O ,/,�. A S S A Accordion Shutter Systen• ■ ■ ■ ■ B!" N1 W/ tR W/D KV. WINMW RAM DE �f American ShuHerSystems 71LUT TESTING 4 ENGINEERING COMPANYx DEsumnOH �o.QMAH eD I _ 0 A : `• 1`I' ^1u a^.+��.. MK >a%HRa.I c.RRoa, nRAPID,W. Art esoCIOHon, Inc. 1 OLD Is-Qas T n/1 IMTc 0727/17 EN6�` Pn—:.(]aI)m1-uso , rou CXLE871-I5:11 4266 Wee_... Drive J I1''' ` ma J1119 T� West Palm Beach, FL 77407 J DRAWING 1No / ••J/Jr/✓•• WJLRR A iNR Jc PIE J 1 / — 1 0 / P r crAl /flcNATI WE /nATR nDRCA Lt / 4415) 0 UT M Noa9 pv IIY10110 R0a5 ©. NV laa6 © > I N r INSTALLATIONS W/ 1 HV NaKaNpExP a�®p,sxE a �--Ensm+a clAs *=` evnE sucx onuE xvr 9 i®®®^'©•OO vuw roR .0 f BLADE W HV CENTERMATES �nTRe axPP Ln�Nxn„ ��,Eo °A BO°"ID •®� OR ND WA I DNN TIDN MING GUSS ®a C ------ -- 106hTG I�IIO/e� I O•�a®.©u(I$.� 31/1' v B I/3• T• T 1/3 W: ®•� T W/ 3 1 O C NCRM WC To (pncREf( I m (IOP/sOTaoul ♦rRrrt�irxcl� I 110 4• S.,� 0 12• /% aL null IExsm. C T R ES W/ HV LOCK ar5 C E E w/ uv Inry liil u P.w.anN —8 �®�0•®a��OJ AVON w®•® ® n Dula IN oPnor 11) (INTER OUT 35 IN 3 " 3 'ON sx[cr i1 --------- - - - ---- --- --- -- - ----- --- 5 '® 3 1 p® OUT ®s HVA HVB „®m 7 4 eQdto Ifl« HVC EXrPNG MA4 -POUR ONCAEIE OR _ _ _ _ _ 7I O • • ILTJ" a r--EG�U�c\ED ENE RLOG( WKL ❑esnx CENTER ACES — — — -- IN—rv-�—�pv—O •—®p N. SEnuunoN \� ;UaSs W/ H x I ©•OBu�•®a®•®a TO GlAssSCHEDULE cJ *LOCKaPnOxK I (SECSCNEIIUEE INEERbR B • Pe D • n l ON $!IFFY II) I o 21 OUT — — — — — — ------ — — — — — L' * CONCRETE � ® n * a1CM8 O.C. S 3 vusEs i � I HVE O UT e V3•,... sEKx I (EAIERWR) HVF** j111111/J/Jill/ FWRIDA BUILDING CODE Non High Velocit Hurricane Zone' NPI `i +'••tiEN •'••'� Won M ECO, M. ®son C/SIERN l sUPPEY, cc. sF ` ` R A V,N Ir a IME A■S■a7'.A. Accordion Shutter System R.V. BODE ®t W/ CR W/0 H.V. WMM BADE TILLIT TESTING 8 ENGINEERING COMPANY American Shutter Systems IN. otzca.ncx ouE ou.,, er: Le. �'•.,• [mm�A :� 4v d4 an xr. tww m. a1.. tal mw4n pxm4 soap, ale Association, Inc. I OLD I5-085 7/27/1 m2 aT/st/n -Is . ra.. (sa!)e31-ma 4268 Weslroo0s Drive 3 `:• S[NNA Y Pll .: (30 11enn 0-00087 1 a West Palm Beach, PL 33407 DRAWING Noq • /IJ/IJA M4Tp1A TWR J4 P.L / �/-1O/ P.E. •SEAL�SIGNATURE/DATE IEoamA uc E 44167 ' SREET '.7771 8 OF 20 SIC x.l CONNECTION INEXANS ON Y. iFin 7j/?I [RVIN 0 (Ds Ad CRM W..p =wwo4 OO b ©®- """"°a "a"°.°`m""x�tea. s7 - a - a • omulm a ms�•�-Ifi.f3- " s¢ xmt a ron er .ar® . l• bIX, ax IxiEi 5. t swn ew uaomx (sm.-n usa0 wcc nxnri rwv van ,miswr. vxe / eem u uumnnuxm e..wn crsver nxroea vxvswan, wv uxsn orm. ae [ouu %. .••. o,Y-------3 --------------------------- x" uxoa. 30 HV '7' I N LOCK (INSIDE) I 7 .ram _ ----- -------------- 2 I S 3 1)UT 2 I/P m-20 x 1 1/2' S.S.M:S. W/ 7/8"o x 3/32' WINGNUT. ©0 HV -T- LOCK (OUTSIDE) LL,,II������ i,.v* alon MUM M ji TILLIT TESTING a ENGINEERING COMPANY aus x.x. bx v, su aua eawm t+vooc. ruva n vne". , awfaTl-nso . rv.: amisa,-,v, P.E. SEAL/SIGNATURE/DATE I R0N9A . • \ :.: 3. chi c3c. W • .. , , . , A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 :fZ�D:P � xoxa m uxsw wsp. ro® ux+u s om e uxruw nvm ese,0 mu wo-xm a wen ra m rw+an.ns.mruya cm e,.crp Accordion Shutter FLY. aatE 91 W/ OR W/o H.V. 1NFE 17— POURED CONCRETE OR POURED CONCRETE A POURED CONCRETE -POURED CONCRETE CONCRETECK NCRETE BLOWALL OR CONCRETE OR CON'CRLTEON CONCRETE REWIRED BLOCK WALL REQUIRED \� BLOCK WALL REONREO BLOCK WALL REQUIRED h `PoNCREIE .ANCHOR aRNC GUSS ENSIPIG GLASS �. EKISTINC GV55 L > O 18' D.G. �i G�NUMN� MN r", ' 2- INN. EItISTNQ CLASS 2' MIN.— TO ALBS (S[E — 1 1• — r -S 1 AAA WN EO EO 10 OASS (SEE • 1�1 E RME mMe `• • TO aA4 ($fE Y NX SEPIROON uN 50¢UAC W SmHEET 1/I6'v3- IAAY n QV oIFFT 19 FOR �aE ON SIRi ✓ • A aASG (SFE 11 TOR 9/DE EOR� (6063- T. ®& AND .' S7HOtCE ON SHfET (LOCATE AT . ON S1fET 16 (OR . CLOSER ® ON JSkT 19 I/2. 11 FOR euOE (Dw 1 ' Uri GIN ME( aARSm&® APLATE TTE(LOCTEITHER 1YNF-//v ®�(Dtra ' r ON SHO71' 10 FOR RIOESOk® 1/2' W. OFg) I F USE I' OR 2' YAk /1pv0 1 ' O.C.J P,DaI/Y S.Y.S. _�_� (AS INUuccup ARGUE a 16' O.C. -----! 1 16' W& < µUYWVY NP NfG1E (606]-76 1110Y) AT YIDHEIGIR 4 (1) 11D.1/2 s.us. Top& W4 AT i O0. (LOµCGATE RT ro J/ SEE coy z E 1 OR QE�a SEE DUAL z FOR 1 OR ME coy N OR QAa FRHw ME oEp) 1 OR ®' .[[aa. e . T . a f .®. ME COON ECTIOON w •(D•©•OO ^O.O •®- SEE DUAL K TO yr-© ®•© • 1 . �, ME CTO TECTWN Q�-®e® �©®•Q�• -® ®�® •® 0-6-3-0-6 w®' HD CONNECTION DETAIL END CONNECTION DETAILEND CONNECTION DETAILQ Qb END CONNECTION DEJAI r- ONCRETE OR J, REWINO ONLY FOR SPATS GREATER H.UN 12--0• �--E250HG CAWS RCEOE01u BLOCK ANAL CLASS EO G 4 YJL S PAQ1Tal PIOvI/2- Su.S� ID Eb144 (SEE a 16 O.C. AMUW D av __�__ ` /______ 6 00. B OR OR UE OR SHEET / `____ __. Q 1Q19fFT I 0A'D WRCHN Oo _ V2' UW. _________ lam_ CONCRANCETE HAI6mk Q/A) 12• 5 t® OAOg m� 4 F______ EO m ___ OR OR T OR T O .0 1 2 YIN. �� I _____ OR� ___—_i 2E0 Yam'- �•- '"• ;OR ®Ofl )OR 2' MW. % ♦ SEE UN AnoNS or USE r0R rJ BWE �. ON SNEET 19 @OR®OR BOR@OR a VIEW 1 OR (W PLAN POURED CONCRETE OR I OR6�-©.Oj • I.�•®-®-©'OO -Oa -RJ'®- DETAIL X CONCRETE BLOCK WALL}� I�.®-©.®,p.©. D INSTALLATION REWRED l"ys®'0-@- ®- © 0.0 (D-O ©O•©-©O ®- (t� HV BLADE OR HV WE BADE INTO ®'®-©•®-OB ®'®'®'®'�'®' CONCRETE OR —co NCRETE BLOCK ANAL END CONNECTION DETAIL 5Q Qa •®.®.®. .®. 1 ©O° •®-®•®-®•® E`` I ' ' ' az6n 1nTEc L. FLORIDA BUILDING CODE(Non Hig TER9eY iLLt s Huurlric�aane Zona' A.S.S.A. T TM * T IL� Accordion Shutter System 7F ; kv. aABE yI w/ OR w/o N v. vdwwl NME American ShuRer slams n. Dtaww Ix DATE Daum &e Lc- 'P TILLIT TESTING k ENGINEERING COMPANY �_vCi'•,'L( iQ_ .. _ (0 nA.(�ld, a2ss vr. .leu, n. H.. w, mmw, cAmao,.naa, ml Assoalallonl Inc. 1 ao lb-oas f ) 1 wm 07/27/17 r!I A Fhw (TDelen-1s.:D, rav, ryw)ml-Tam 4268 Westroods OrNe a s/�N West Palm Beach, FL 33407 s DRAWING No .v..6ra•^AL 1' W 101 A SHUT A., P.E. a 17-107 P C CF&I /CfGNGTI InP/n.= r10ROA Ye 1 Hie7 s. cuve a MAXIMUM SHUTTER SPAN- 'L+' OR 'L-' (k). FOR INSTALLATIONS YV/ CEN ERMATES. ® & ® or or W/ ONE M.V. LOCK ® Or ® or or HD LOCK la W/ NO LOCKING ROOS� or CENTERMA1@ 28® 29 W/ ONE I4Di' LOCK 30 W/nY0 LOa NG RODS 35 NT((O�fP ``&OTTOM EE wl� • CONLAEI & %%Dd INSTAUARDN5 Q r's°wae°e 0.0b WALL YWIITING I RGOR/CEIIIYG uaxnxc F. era T MAXIMUM SHUTTER SPAN7 'L+' OR -L-- (ft.) FOR INSTALLATIONS W/ ONES�LOCK or O or W/ NO LOCKING RODS (SEE NOTES t, tt) CONCRE)E h W'00a u o GLR A. OI wmAa ru4t IwWrtnm Mw a rlaaVawxc Maumwc P.E. SCHEDULE 83 IMUM SHUTTER SPAN*'L+' R -L-- (ft.) INSTALLATIONS IW & W/ ONE HV LOCKS OR W/ NO LOCKING DES (YAUD FOORR'MMOU1 WOO yapyly CONCRETE A=DIMWI WRMULATONS °IIVrAn1.,'P� ReaR/cmOamWRLNc wy OR b pI -) IILq+ NL 4011xM1Y0 r IN N S5 le'-0' ]] 15'-2' 40 14'-2- IW-2- 45 13'-4. 14'-3' 50 12•-r ID'_P 55 11'-1' -Ti '-11' 60 10'-2' 10'-11' 65 1 P'-S' To 1 5 1 7-- 0 O MADIAUM SHUTTER SPAN li' OR %L- FOR INSMMAGONS IWO WOOU SMALL BE MMITEO TO 105 Psi. AS.D. DESIGN PRESSURE RATING. t HY CORNER CENTEAMATE /] MAY BE USED a ALL MOUNTING WBFALIATIONS, LUCKING SPEMcATONS SHALL BE AS INDICATED ON MANDATORY CONGITION /2 NOTE Is. SHEET S. ttEXCEPT MAY l"MUM SNORER SPIV) 1+' OR 1-' AND MAXIMUM AS.O.'OEEsnea PRESSURE RATING MR MSTALAT01S INTO CONCRETE OR CONCRM ELOCK SHNL BE LATTED AS Fa - 1- CONNECRONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P.ef. AND 8'-0' SPAN. SEE MOUNTING©ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 7" n HV BLADE 02017 11TEFA. PIL IME O N TILLIT TESTING & ENGINEERING COMPANY OsaS Ne. )aV N- M. 301. v"Mso, o"awn. ROM A U PMnr I LAIs)e I-1510 . 1m : uOSI"I-1531 A.S.S.A. Amerfoon Shutter Systems Assoclaflon, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE ASA. DESIGN PRESSURE RATING. L-: I,AX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE &S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIUUM SPAN FOR MALL MOUNTINGS OOP/BOTMM) OR FLOOR/CEWNG: GIVEN A POSITIVE ASD. DESGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 1+' MOM SCHEDULE, GIVEN A NEGATIVE A.S.O. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN 1-' FROM SCHmULL FINAL MAXIMUM ALLOWABLE SPAN IS EOMAL TO THE MINIMUM DETERMINED SPAN BETWEEN i.- AND 1--'. COMBINATICONS IN RE TBEROEEN O DETERMINE MAXIMUM SPAIN FOR MAIL MOUNTINGS W/ ROOR/COENG MOUNTINGS: FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE RATING: LETE1t M. M L,+- MAX. SPAN FOR WALL MCEIURG OUNTIUTI0N5. l2+= MAX. SPUN FOR FLOOR/CENNG MOONING INSTALLATIONS. MR A GIVEN NEGATIVE A10. DESIGN PRESSVRE RATING: DETERMINE: LI-- MAX. SPAN FOR 1VALL Uou"NO INSTALLATIONS. La-- MAX. SPAN FOR FLOOR/COENG MOUNTING INSTALLATIONS FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 11+; 12e . 'LI- AND %2-' R SCHEDULE WITH RIM MAXIMUM AND NEGATIVE &S.D. DESIGN TO DETERMINE MAXIMUM ANCHOR W WU17 EASTERN MEAL SUPPLY. WL A D, Accordion Shutter Systi H.V. HAM #1 W/ OR W/o H.V. 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M ILCO2 - A.S■SmA. American Shutter $y9t81n9 /1990CIOtIOn' Ino. 42fi9 Westr0adsOrtveWest Palm Beach, FL 33407P; 0201) FASJERN METAL SUPPLY, WC. BERTHA VTN AccordionShutterSystet HV. MADE #1WOR W/0 HV. 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ANpWRS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO DOWNS PAIRED CONCRETE (Yin. Tc . O W) - 1/4'0 TAPCON OR TAPCON YAM AOVANCDO TNRFAOM M MCWCAOOY ANCHORS, AS YNNF/CIUREO W LT.N. BNWM (Min. rc . ] �) ANCHORS SPACING IFacun TMCW OR - I/4.0 c 3/4• NL POINTS SOt10-SET NKHORS, a OISf1UBtffEO W NL PoINIB SCREW, BOLT k SPMMILW COMTA .. (MN. re . ] bG - I/4'C EWE TM CONWETE ANCHORS W/ CM AS MAIUFALTIM BY PWN A FASTENERS DIRECT, INC. (Min. I'c . 2 Into TAPCON WN ADVANCED MRFADFORM TECHNOLOGY - 1/4-0 TAPPER+ ANCHORS AS MMUFACNRW B,,POWFNS F/STTWl NC., MD DWBPo I D W Al, POINTS SCREW, BOLT A SPECNLW COMPANY OR ANY BUICK APPROVED YCENSED OR AVINORCM TENOR REGISTERED WM THE AMERICAN SHUTTER SYWCMS AL 'Ns SOLID -SET (Min. re _ ] W) AW,,,IOx, INC. BLUE TAP W/,GP NOICS: TAPER+ AI) WNIIIAI EMGEoMw INTO POURED CONCRETE W TAPCON OR TAPCON WIN /DANCED INREAOFONM nELTGIOLOGY ANCHORS AND TAPER+ ATICNORS S I ]. 4 AND FOR BLOC TO W/ CM MMORS IS 11/2•. 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BUOCfZ W/ YPOYUY pIPIOYpR AS IIJM.'itEp. AT -SOUTHERN ME Na 2 W/ C-OM DUBS) -000 M W/ G-azo LNLS) flLl SEC11011 QY SWTflS IB & 17. MCENtlW = NOTE S BEIO'N. -SPRUCE PRE !R NOBM W/ C. 43 (NQ&) -SPREE ME M SOUR x/ C-036 8105) 2 /JKMC'H. TO NpLO,r CLII➢!p SNDI. BC A4 PER YOWINR TWE Y. SXFR I) )!R 9W1 CpNL51 Or -CT4' 1/2-COi RVV000 (1O6& M)1 W SCRE S AS PER Wo =15 g% CONS. 4. ANCHORS BRAE BE WALLED rplDxpC ALL pr TNC RSfMM,L1 AYO SPFLy1pDq.5 w TIC ANC110R'S RANUMG]L6mE. 3Or4? "........... /, t * k. C , . ]Ip ( f l7F J ,'> •. 1\ 1 %f1 `` 3 SV "�• • . 116 =,/NALE ,,IH' 0 o r CfEnb�PUAN15ee )n.m OW17 T&TECO. NO, IL EC O Txe. TILUT TESTING &ENGINEERING COMPANY e3ss NW. MIN M, D.. lO& Nxc6w aAmM], rIDRw mID PoOM : (305)071-IS]0. N. 1 (]OS)9J1-1311 mml: 1a«SoaoEcml W-Ow6J10 N=ATAHI8.P.C. MROA @ ( 4416] A.S.S.A. American ShuHer 5 afema c A99oCTOt)CD, Inc. 4268 West..... DrIVO West Palm Beach, FL 33407 02017 FRTERH METAL SMPPLY. INC. Accordion Shutter System HV. BLADE OR w/o ATV. WIMW] RAGE P'. N CR O. OES15-013 wrz LC I OLD 15-CBS ]/Z)/1 CAM 0 mTu 0] 2]/t] S ] DRAWING No 17-107 ,,, I I 5 ■r QM NV WALL HEADER INSTALLATION IXaTNG Al-:CUSS CO � YW. SEPARATION TO SUSS IFT{SE�SI:NEGUtE ON SMEEI 11) �REO'0 ®� ( Iul IvL- -". No MIN. 14' WOOD I HEADER REOVIRED I USING MIN. SEPARATION TO alGUS" (SEE SCHEDULE ON SHEET 1 ON HV WALL HEAT NwEPµSNON TO atA Exil F—(SEE SAIEOUIX ON SHEET c 0n OR IN ADVANCED THREADER" TECHNOLOGY IN-, POWIRATON OE THRE40ED Al TO ExORNG R (Sol scHEWIE OH SHEET 1S) 1/4'0-20.3/4' S.S, MACHINE q@ SCRCWsW/ 1/4•-DO HUM1' Yin. rF a a 1 � - I fAW. SEPAWTON TO (SEE SLNEWLE ON SI J 1 1 t IH 0 12 - 2' I T'0 TAPCON OR TµMN WNH ADVANCED HREADEORM TECHNOLOGY W/ 1 1/2- LIPENETROMN Or THREADED Al No STING WROD HEADER. a SCHEDULE ON SHEET IS) - 0'x4' COW. SRU PIATE REOb. IGF37_•t _ • 4 . =1 I I\ III Al -� R'v4' CONiJ f l if `\ III V t �� eM 1 1 i .� M000 PUTS I REO'D. I/4.0 iµCON OR TAPCON MOH AWµCEO O i' COM. THRFAOFORM TECHNOLOGY W/ 1 1/2' 1 11 ( /40 TAECON OR TAPCON W/ ADVANCES 1I ADn. PEWTRAi10N Of THREADED Al TO I I II p I I 1, tl I i SILL PLAiE IHNFAprORY TECHNOLOGY W 13' 14'o TAOGON OR 1 RED'D. {, v / / �1 r.m IXISTINC W000 HEADER, } NIn "NOTATION Or THREADED µG INIO PLDISU 1 NWICON WRH, AWANCED- IIA 1. \ ET 4 FOR 1YPMlE } 1 i I11 (iCC SCHEDULE ON 6HCR IS7 (SEE SCNEOVM: ON SHEET IS) E%ISIING NW 1.4' i/2 NIN. CD IHRF-ON RN TECHNOLOGY µSEUSIY. I WNN NiIGX i PLnAM 0 flf0'0. W/ IJ2" Y . PENE BARON OF0 EEC ON5 0 N eEI/O' YIN, CO% PLYWODD REO'� O 18'O.C.M.4%VNLLEWH iHREADEO µEA INTO qoNPIVIXODFO W ANr WAY TO RTTX 0 T OST TO W (SEE SaeWIE ON SHET 15 t AlWSTN MN.ALL-SILLIN TA eTION INO NOi. 1'N" CHDS O ID• STUDS I AACC RDANC ACCORDA TO OTH W 7 CR W PLWt000 TO BF ATI OF IH 10C.IN ACCORDANCE ACCORDANCE Wa W4n1 SECROH DO08 OF iXE MC. SECTION ]305 Di THE Op HV WA I INSTALLATION ♦ scE N. ATrons or u OF ©HV WALL SILL INSTALLATION F.B.C. RLAOE AA ox $ or �e� 11 FLORIDA BUILDING- CODE Non Nigh VelocityHurricane Zone 1(11 PL'(Efi `i[/'� 02017 nITEW INO ®]OIJ EASTERN NETAL SUPPLY• INC. LEE �:•'' cEAl ; ° E H Asses TM * IL E C O ENS. Accordion Shutter System i V. BADE Z) W/ OR W/0 HV. WN70N 96LE TILLIT TESTING s ENGINEERING COMPANY American Shutter Systems Lv. x Mullmex DArt ORErn en Le 9 T, A au5 NW. 4Lu 51, sl. 5m. MRow a.Noa,s n,l SSl Association. Inc. 1 ao Is -ass AIM D oT/1T IT Ti Pn=N4 1 0TIA 1-rnw • ro. , 005)3 l-lau 4268 Westroods Drive x f•'•••.ORIDA TT —ma: NR.mo4xxav DRAWING No - If11t +' `4A 1t ®_—ETIR West Palm Beach, FL 33407 T �/ �S `{4�.v1�1 HUM A =7 4'. P.E. 4 17 � 107 P.E. 4111'RC DATE "ASIA uc E 44167 5 SHEET 5 6 Of 0 WALL WENT I SPAN & DESIGN LOAD FORT INS1 ) _ I//4'a TAPCQ4 OR / TAPCON WIIN AO'✓ANCED MREApfORY TECHNOLOGY 418- ((Yin.) ERISnNG 1=0 tut REQUIRED. W/ 1 I/2' Yfn. PENETRANON 1/4'F-2aJ/4. 5.& SIRUCNML ADEQUACY . ">. OP IHR AREA TO ORU, NY100 HdOFEt. I' PIOl.UPS TNU54 NEAO LIK MA01NE SCREWS or EOSRNOBEAN W000 TO OE CERTInEO D'Y (8FE SrNMTE ON sx 15) / A / 1/4•-20 NITS REOSTERFD ENGINEER 01 ARCNIIECT PRIOR TO M 0 12' OC. SHUTTER WSaL1A1M1N. 1 eR 1 1/a•D TMCON OR /n4 TAPCON INM ADV,MCED .257" THKAIIFORM TECMGLM y '`\ I W . w/ 1 1/2' Yin. PENETRATION oK MREAOED METAL AREA TO EOSTPIG WOOD HEADER ON sNEET IS) 1 FOSTUIC YW 2'R4' T IX2 w2i ILHQIYN. �ARAIION i0 GLASS I I$EE SNCHEOULEFDURE ON SXEET Il) ElmI 05 HV WALL HEADER INSTALLATION ma 9fDu IrtI I x 1-BQ MO 1 IM (W, 9NtRR ASSd9LY IN OHV RAyGTbo=ANYYovSlW T,T� CI YW. SEPARNTION TO GLASS J s2m (SEC SCHEOULC ON SHEET 11) 111 NY anAg Ln5'IWG I GERSFRI/M 1 1 ATER nwsN ATCHH LOCAT �1 `—, i II '--' II ~''�/ II _ Nun 6 . 7 O EOOE OF APPLICABLE) —% ERIm1N1 WOOD 1/8• ^ 1/2' TRUSSES OAT RAMON O 24' 0.1% REONREO EWRUIG SOFFIT }/4 U.. TKK. SJES./4• E ' 4%1/8' WK. ALYY. 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PEThINA'iION O 12' O.C. • U01 PEHEMRON Or IITRDVEO 1 1 ,1 COSTING ANEA ER AREA To E`TY W/ t OO"EAG PCCAUE TAN OF THRCIOEa AREA i0 EIOSNiG WaOJ IIFIDER 4 I O6SNIC YIDOD HEADER. AREA TO EOSNNC WWO "EAGER. (EEC SCXFWIL ON SxFEI TS) ON SWNWLE OV ZHCET x (SEE QV HV WALL SIILLLLLINSTALLATION m Er b je FOR WO HV FLOOR INSTA ATION ) (2)BY—WALK—OVER INSTALLATION ATION 1 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone E2RE ��'•�10ENs •: v = 02017 MFERI. INC 02017 EASTERN uUAL sUPPLY, RS. ` s ' ER TN ILAccordion oCHn WShutter Nutter System�■�.�■ . WI DW MADE 9' d'y+d� ' American Shutter S stems TILUT TESTING & ENGINEERING COMPANY Y P YAt( burin M Lc. :t II wff Nw. aeu. sy:L. =oS .uOVA camas. nom. av Association, Inc. 1 oLG 15-oes 2/27T cam 07/271] PnPn.: (ab�)ml-I6w . Eu ; IJQe)ml-Rs2R 4268 WestroaCs Drive 2 L ENS\aril01 ®smsT1 West Palm Beach, FL 33407 a ' pBAWING Na ANG 07 ' Y(NIEN A RWf L. P,L 4 P.E. SEAL/§IGNAIURE/DATE nOROAL E 41167 ° SHEET OD INSTALLATIONS n HV BLADE OR 43 WINDOW BLADE INTO 2r)x4)° MIN WOOD STUDS Irams awn— RY••Ctt M/ /Qafl fTb V•@"'Y33•0" o'0-0'0-9•6 END CONNECTION DETAIL (7j b �I rmlw)wv W aA41$ �rautmNa a sm nml y'wm. eNvm�® VJb ` smb � �I �Ip.1/f•SniY�(�� Ia6hY tMM NOiP° W W1.11 4j�.¢ OOY�VUJ Y END CONNECTION DETAIL f9 • � wr.oe vm bwv Wa u•-b- • SEE VY iATIGNs Or VSE raR BIE baN SNEET ,s END CONNECTION DETAIL END CONNECTION DETAIL ly DETAIL©' --``,=�===rrurir"""' 1111 W - 1�:••'•'CEN�. - r u s. •., �. = 02017 ouTca. w. IL EC O INa. FLORIDA BUILDING A■S.aS■A■ CODE Hon High Velocity Hurricane Zone ®]aOLlS1ERNUE=ALsuPPLT.s,G T A VT, Accordion Shutter System •. * ` O•''• =� S'ONAL ENG\?-0p0°°10 P.F SCAI /SInMaTla°/nAW TILLIT TESTING A ENGINEERING COMPANY 635J ¢[. ]bT bt 64. ]0. N)p1M aNaa6, na1M ylEl Fb : (JUIM, 11-153b . ra.: Da5)WI-1111 °1'IOCe7a°"0"' wn=w w lacer =.. r.c MM � � Yia) American Shutter Systems Association• Ina. 4268 Westroad3 04v, West Palm Beach. FL 33407 HV. BA➢E glt W/ OR W/O RV. W NDOW BADE . N DES="" but DU- en Lc. I aLa le-f18S 71211 MiEt a7A$lAq ° a DRAWING No %�� 0% _.._— EaSom GLASS ELEVATION -----L---------- --- -TYPE \ \ \ \ LL° 1 TYPE Was LV17ERwxLsui \\` WIG "011 4 PAVE) PLAN I 11 1' 701' b bl 9 b bl bl bl b b b b b b bl b b b b) bl b b b b b b b b b b b l�j' LNL smwumN,o aAs E¢ 9]EDIEE al BEEF 11 Em BAsm -------- - - rA----fa19A[ESIDh® 1. RNL AS.D. DEBCA PREMW PAWa .110, - 110 Per. 2. UM BREMER SPAN: Br' ]. ALLOWED UWNTMGB; A D. G 6: H ON SHEETS 4 7. K WELL AS MWNIWGS U. 0. T.IN ASUN(2Uk.. OOONl sseers 18 a 17, �I BHL' ttUST �BE INCLUDED OR MY AT DO1ax:w ��ju P 0PPd4NG S IN Mr MNOaa E �9 BIWL ONLY AUOU A WYNUU W S Mnep,, (r. HOLES) FOR PER$uGE AT SPAUNES ENOM1 ON s,sa, B. (a) W. ELOmwnE na' 10P 0 WITEM EDGE or UA MNOaw BME Of ANY 3'6 HQ E M.S1WU BE 12'. (0) DaT OR V�[T BVOE EOUwC GUT FROM SPRRRS AT ENDS WY BE ,N RmoaW BLADE M) NU WAOOW BLADE ©UIRT eE OSFp ATLRxAIE TO A SaM W 9.1p[O THROUGHOUT SNURERS RUDE O� 1 ALMA m2SMNE ALWAYS BE INSUkL ED M110ENT To A SOME, w smE OE THBI. (DEPWYCMOONAIE HA WWDOW SH4. BE INS.TA3lED W 11�•yT TABS SAGE NWWST HE ONLY WALLED AND LOaftG UWIG A HJ sETiING i00L PROYOW BV ASBA B. BR ANCHOR SPACING SCHEDULE MR PIBTAJAIUNS IND WOOD E E OUIDNGS ON SHUT M AS LAMED BY SPAN AND ocS Laus (SEE NOTES I h 2 ABOVE. 7. SEE ARMOR SPACING Ba®NE FOR IBTAUIpNS ueo PWRED PAHWETE ON CONr21E,E BLOCA WAIL ON SHEETS 12 A 13 AS UUGEO BY EPAN A s DESIGN LOAD (SEE NOTES 1 h 2 11M. B. UNGNUU SEPARAION 10 GLASS BEHEOULE. PER ASIY E-19I6: Rll9 2aH UMINU SEPARATION TD GLASS 1 1NRU ] 1' 4 S25' YTEOIeR GNLYY 4 AN12 W� _ GR 20 fRFF NOTE A ARGViOR 20 fRFE NO���BO� I / WINDOW BLADE 1(A SHUTTER" --- 41L1•V�•'VCENSF':`�9 'L *� * a - 0 '•r •.•' Gov r -S 4r :,SS�ONALENGr, r '......uurr.•r P.E. SEAL/SIGNATURE/DATE C2017 MMOO. D6. ILTIEC- ASSA American ShUffer stems Ass00iatlon� Ina. 4268 Wastreads Drive West Palm Beach, FL 33407 02017 EASTERN META. SUPPLY. WC. E HA TM Accordion Shutter System y H.V. B(ALf #, W/ aR W/0 H.V. WIPAON ®ME TIWT TESTING a ENGINEERING COMPANY sass u.W, xI. rt, U.. ]0%Lw: ounxs%NON» ]21 PALM.: (205187t-1510. rn.: (Wab71-m]1 mwD6oaW,cwR WK7rII A ,6Lx L. P.E. fioOck c / 44167 n. x ocscllrnmN E',t mw BP Le. I OLD 15-085 7/27/1 wm 07/27 I7 a a DRAWING No 17-1 O7 4 'r l 1 am-T VAeES ln ASYY 4-w a Ao Itn. 1Yt c-e0 MY. Sled — 2' Mnz u¢ri stuns at Y 7 3/4•. a ,p1 o.oss• ,43e 43a C6Hc fi.Lv, slaC CK M6t t 1WCI( MWNo. 0 6• as o e• ac A6N. A-63] GIWE ra W . c-0 WLV(2)6z rAelalra ro SN[6 w 01 /.1/r 1D1 stows ON E%ISnNC nwSH N d f[IENalrAH ,L5 APPIIC.l9le EXISG10 C1A55 M. SEP TION To Cum; (SEE SCHEOUM t 3/4-1 a 1/11 aau' fma[ I4M1 I JnCS NG MI _ i CONl. Gov. SRLL 1KA]( awIKEL AS MPLIrAa Am A-w srMrc 4c vn o-ao I oN.vAwTro rAao4A ro duos I w /s.t ra stows ON ( !3e 0 ! 6 rNY O6'O.a a INTO METAL STUD WALLS * FOR BERTHA 1 HV GLAD prrnRDlOh SwITTFR -$XMM INSTA 1 ATION. S META T D WA S I. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psi) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING:(9 ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 3 (6' LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF CENTERMATE. ** BLADE SUCK DETAIL HVF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WITH BLADED E1 1 1/21 0.036• THICK VAOCs� a 6 o.c. 11n. ASru A-6S] GFIDE 4o W,;a•�Mdi. u�. C-40 Gov. 52¢ YELL SNOS AT III, OA. Llin Ft'YI.'°„�.-� MS WALL H ADER/SI INSTALLATION ATION LA Eb611110 N,R11 AS APPLICABLE MP h Comm) f+ ZE2IS,INGCL, AL , 41r1n31 LJ 1G 1/ -I x.Ooo• uo..r 4 a9' 3® 1/99 NOMINAL ALUMINUM EV 6063-T5 ALLOY SEPARATON TO GLASS scHEDuLF 3.060' M Mar. WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 r 4 4. Min.) I •x L011 . r MUST PENETRATE fA x� r �• 1/4"0-20 THREADS 43 11470 L O-CM2IOYInu PRODUCTS FAR—LOK HD COMPONENTS SCALE• 3/e"e 1• \J 4 12 3 ,H' Rro-> I P- 3 (6 Min.) I L� l \% v 24 w kO'HUD / 102 1N HFABFR DNS VIEW Y (Cont.) s 1/2• Rro.) liVA 7" 7' HV@ BLADE SLACK DEiAI NVT / M1 TO" ..• 02017 X EW. Na P `C _N �- * : // � * ; TILLIT TESTING A ENGINEERING COMPANY O766 u.a36A sa sa. w,. 1umaA�cPn[xf. nmu s7R :-- -�'r-40 1v Pnw.: pas)en-uao .'rex : Ray371-1ni oo`••.`CORIDi���,AA o` •.a.P a 1A1'..a wTENA7Mu7,n. PM P.E. SOiL�uwnl�k9fDATE R0Ce, / 44167 ----s ,/x' Mml S1ACK ■ FLORIDA BUILDING A■.S■J■A■ American ShuHer Systems Association, Inc. 4266 Westroods Drive West PCIm Beech, FL 33407 SIDE CONNECTION TO TRACK CODE Hon High Velocity Hurricane Zone 02017 EABILRN MEIAL SUPPLY, NC. TM Accordion Shutter System HV. EIADE.p1 W/ OR W/0 H.V. VAN0171! BLADE sv Nscvwnou wa OPAwx ar: Lc. i OLo t]-085 0]/27/17 2 a DRAWING No 17-107 r s SHEET on nr nn s