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HomeMy WebLinkAboutSET UP-INSTALLATIONIJURM111111111911L 1, BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION OOCUMEIR (P.E.D.) HAS BEEN VEMMID MR COMPLIANCE IN ACCORDANCE MIN THE MIT (6la EDITION) OF ME FLORIDA MASSING COOS THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE NSTALLEO AT NIGH VELOCIVY HURRICANE ZONES. DESIGN MIND LOADS SMML BE OEIEBAKEO AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC MIND SPEED REOJRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DMOM0NALTY FACTOR M=OAS, USING MCC 7-10 AND SHALL NOT EXCEED THE MAIUAIN (USA.) DESCH PRESSURE MTINGS WOICAIID ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN MN&LEAOS OETUM V) PER ASIDE 7-10 SHALL BE FIRST "EDUCED TO LSD. DESIGN MUD LOADS BY MULTIPLYING THEM BY Do N ORDER TO COMPARE THESE W/ MAX. MO) OESNM PRESSURE MRNGS INDICATED ON SHEETS 11 IN" 15. 19 & 21 IN ORDER TO VERIFY TINT COMPONENTS A10 ANCHORS ON THIS PD.D. AS TESTED, WERE NOT OVER STUDENT). A W T. INCREASE IN ALLOWABLE STRESS TOR MIND LOADS WAS 1ffi USED IN THEIR ANALYSTS, HOWEVER. A WHO DURATION FACTOR CW1.60 WAS USED FOR MIIIGAMN4 OF FASTENERS IN WOOD. SOMA N.Y. ACCORDION SHUOER SYSTEM'S µEOVACY FOR MIND AND LATTICE MISSILE IMPACT LOAD HAS BEEN VERIFIED N ACCORDANCE WIM SECTION 1609.1.2 OF ME ABOVE MENTIONED CODE AS PER An. REPORTS: -HV PLACE 0 JO2N.01-03, #0715,01-03, /100 LOI-05, ®1214.01-05, 103t7.02-06, e0609D1-10 AND 11021001-11 AS PER TM-201, TM-202 AND TAB-203 PROIDCOIS AND ASTM E,WS µ0 E-1996 STANDARDS (M PLE LLVEL D. RAND ZONES 1. 2 & 3) & 11220.01-tO AS PER CAS MI. 203 & 203 PROTOCOLS LARGE MISSIIE -W WINDOW BLADE 0 IFOSW.01-011 AS PER ASM E-1886 AND E-INS (NBSIID LLVEL D. WHO ZONES 1, 2. 3) BASIC PROTECTION ONLY AND / 0725.01-89 AS PER TAS 202 PROTODD, 2. W OWEG) AND W MNOOW BLUEE 0 ARE ENGINEERED TO WORK IN UNISON WRH EACH OTHER UNDER ME GENERAL UMRADORE AND CONDUCTS OF USE INDICATED ON SHEET t9 3. BERRU H.V. ACCORDION PINS (HN SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONRECRON TO TMCNS SMALL BE /14z2.75- µ0 014111.75' RESPECTNELY, 410-M MINIMUM SERIES STAINLESS S1EEI. SOM MM 133.0 Hsi YIELD STRENGTH AND LBO W TENSILE SMM ENG. PINT SHALL BE COATED MTH ROMA NV DACROSNIEID COATING SYSTEM AS MANUFACTURES W APPROVED COATTNO DPPUIDATONS. REGISTERED WON µFRIGµ SHUTTER SYSTEMS ASSOCIATION, PINS MUST BEM ME NJ MATTING ON THEIR HEAD. 4. ALL ATS NUM FXMUSIDNS SELL Be ALUMINUM MSWLAUM ALLOY AND TEMPER AS MADMEN ON SHEETS 2 AND 3. MINIMUM YEW STRENGTH FOR 6063-T6 ALDY 15 M.0 EM µ0 33.7 L°i FOR SANS-T5 ALLOY. 5. ALL SCREWS TO BE STAINLESS STE[L 304 OR 316 ALSO SERIES OR CORRWKIN RESISTANT COATED CARBON STEEL AS PER ON SCOIB WAIN 50 Ast NMI. YIELD SIRCNOM AND 90 Iml MIN, TENSILE STRENGTH. AND SNAL COMPLY W/ FLORIM BUILDNG WOE SECTION 2411.3.3.4. 6. BOLTS TO BE ASTM A-M7 GOLVµIZE) STEEL OR MS M4 OR 316 SERIES STANLESS STEM MM 35 W MINIMUM WELD SiRCNGM. 7. SEE THE FOLLONING SHEETS TOR ANCHOR SPECIFCATIONS;W BLADE 0 : 12.13.14,15 AND 20 W ONCE D & 0 WORKING N UNISON: 12. 13 & 15 B THIS BERTHA HV. ACCORAON SHUN SYSTEM BEARS A U.S. PATENT (6'7MS82. COMPONENTS OF THIS APPAOVA µE COVERED, N WHOLE OR IN PART BY U.S. PATENT %S'458,179 ISSUED TO EASTERN METAL SUPPLY, NC. 9. I SWILL BE ME RESPONSIBIIIY W THE CONTRACTOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE WHERE SHUTTER 6 TO SS ATTACHED TO 114SUM PROPER ANCHORAGE. CONTRACTOR TO StAvcxt11K ALL SHUTTER COMPONENT EWES MUCH REMAIN, THRU FASTENING IN COMLNUOUS CONTACT WON ME BUNKUM, TO PREVENT WMD{RNN INMUSON. 10, EACH UNIT MUST SEAR PERMANENT LABS. IN A MONO PLACE MM WASHING NOTE: BURRO PERMS OF WRNCANE WARNINGS HOME OWNER, TENANT, OR OTHERS. MUST PROPERLY COSE ALL HV AND HD CUM PRINTFS AND ENGAGE OR LOCI( ALL W AND NO LOCKS. It. SHUT MLR MA.NUFACMRCIVS LABEL SHALL BE LOOUM ON A HEADILY MISSILE LOCATION AT ACCORDION SUNTI IN ACCORDANCE MM SECTION 1709.9.3 OF FLORDA BUILDING CODE. ME LIBEL SWILL BE PLACED FOR EMERY OPENING. NBEMNG M COMPLY MTN SECTION 170.9.2 OF ME FLORIDA BUILDING CODE 12, BERTHA H.V. ACCORDION SHUIIER SY$IEM'S INSTAWON SHALL COMPLY WDH SPECS MEARG IN ME GMMNG PLUS ANY BUILDND AND ZONING REGULATIONS PROWLED BY ME JUNSO:CTCON WHERE PERMIT IS APPUED TO. 13. (0) THS P-EA. PROLED BY THIS ENGINEER 15 GENERIC AND DOE NO PRO&DE INFORMATION FOR A SITE SPEanC PROJECT: L, WHERE THE $BE WNMORE OMM IRDM ME PET). (a) CONTRACTOR TO BE RESPONSIBLE FOR ME SEIM11M. PURCHASE AND INSYAIAHON INCLUDING ME SAFETY M MIS PRODUCT, BASED pry THIS P.E.D., PROVIDED HE/SHE DOES NOT BUI FROM ME CONAWNS DETAILED ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS ME COMPACTOR'S REEPOREASI (C) MIS P.E.D. WILL BE CONSIDERED DLVAID IF ,ALTERED BY ANY MEANS. (0) SITE SPECIFIC PROJECTS SWILL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR M MTECT CONCH WILL BEANIE ME ENCHNEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR ME PROPER USE OF ME P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TOME P.E.D. ENGINEER SHALL SURMR TO THIS LATTER ME SITE SPEanC DMMAGS FOR REVIEW. (e) ORIGINAL REV. SHALL BEAR ME GAZE AND ORIGINAL SEAL AND SIGNATURE OF ME PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 MICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DEAL AREA 2L W 13env (D AND RV YANOOW B AOF hd1 [WHERE APEI AB E) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEEP 6 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 CENIERMATE DEALS W SHEET B CENTERMATE ALTERNATING DETAIL, W SHEET 9 END CONNECTION DETAILS 1-S, EMCRETE4WCK SHEET t0 MINIMUM SPAN TABLES SHEET It ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & CLOCK SHED( 14 ANCHOR SCHEDULE- WOOD SHEET IS INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, wow SHEET 17 END CONNECTION DCTAILS 7-12 & A. WOOD AREA 3, HV WINDOW RLAD & SHEET 16 ON Y TYPICAL SNUTIER ELEVATION AREA 4, NV WINDOW BLADE (11) ON SHEET 19 Y INSTALLATION DETAILS, METAL STUB WALL$ SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA R SCANNED �/ BY St. Lucie Count Y P QtiY�,......,, `r/✓v �jj > . ESTATE 6F'Q 1 W AA � 02017 RLRCO. INC. IL EC O Luc. A.S.S.A. American Shutter $Y8(em9 A88a01atiOn, Inc. 4268 WestMods Drive WeSL Palm Beach, FL 33407 02017 EASTERN METAL SUPPLY, INC. BE RT VTM Accordion Shutter System )Ev. esnE p) w/ at w/o N.v. Wrnox aAtE TILLIT TESTING & ENGINEERING COMPANY e!ss xa. Eva. S., sA. 70!. WIIM'P wows, nORmA av F.a (305)BN-IA0 . F°.: (3040 1-1!31 mw: ulm P.am CO�o�ie µTIE WANE Jr. P.E. RORDA Ue. / ulb7 otsan°nox VATT DMm/ or LC 1 OLD 15-00 1270 DA1D 07/27/17 �' ' ' .. % ` A \FFp DNA P F CL'rt6LGi(WA'%Lfoe lnnrr 2 ! DRAWING No 7— �] THV SOLID BLADE COVERED UNDER US PATENT A9 5458179 OF USE OF BIADC-Q ON SHEET 19 ©HV ADJ.FLOOR TRACK OUALIFIED FOR USE 1V/ HV Lat)' roes- o9r C ' 1 11 HV CEILING HEADER G LIFIEO FOR USE IONW/ HV BLAOE('iI ONLY, SEE SECTS FOR VAUD 6063-T6 ALLOY AND TEMPER M4 X MN T MlL I ,' [oxw 1f�6 SIDE ANGLES OaUFiED FOR USE W/ HV BLADEC 06 �4. 4.SeS 4. 3�,HV UNIVERSAL FLOATER aUAUiTED FOR USE W/ HV 6LADE(D 6005-TS ALLOY AND TEMPER HV HEADER/ Il QUALIFIEDa sORTe SEWAUD NA BtEAMOEE DONL JL ALUMINUM ANGLES QUALIFIED FD$ USE 17/ HV BLADE i1J ONLY. 6063-76 ALL AND TEMPER OIUAl. 11HMO FOR USE 14 W BLADE i 6093-16 ALLOY A TEMPER- HV WALK —OVER TRACK OUALIFED FOR U(fj�7E W/ HV BLADE N 6065-76 ALLOY AND TEMPER COUPOWNi ♦ IrJ 2" 9' MLX,I 1/6• 11/6' 2' S' IMx.I 0.1BT � 0.192" I 0.139- Od3l- @ HV 90•/180' STARTER GUAUFIED FOR USE W/FOR USE W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER 0' 994'' 942 12 — .920 L 9-1 HV TRENCH TRACK OUAUFIED FOR USE Vl/ HV BLADE(11) ONLY. 1� HV RAINGUARD OUAUFIED FOR U((1��1))E W/ HV 6063-T6 LL06EAND TEMPER, ,AA4 0 p \"1 I7 yap4......,.... /T-: �}Gl:�? i NSF", — , 4 !'+/ l ? $ , •' aAtTF OF r �.f3m7ex1-15M 0201x DlRCO. WC. �L� A.S.S.A■ American ShuNer stems 5% AssOClaflOa, IeC. 426E Westroads Drivell Wesl POIn Beach,FL 33407 ®2D17 usiRN METAL SUPPLY. HE, BER A VTM Accordion Shutter System HV. WNODW BALE TILUT TESTING A ENGINEERING COMPANY 63u n.P. >Fm. n, n.. 305. WF9nG cnuxx noxw v,fi eeg.ca MTER A TILLR I P.E. FLeRMA W. 1 4416T MBAIElO DRAWLING NP �-107 l xTJY � snm vux � FAtRG ¢LysiwN LOCKER FOR "T" LOCK CENTERMAIE QUAUFIED FOR USE W/ HV BLADE CIONLY 6063-T6 ALLOY AND TEMPER 1.91T 063' .214• " 4' 17 9' -. aas m HV MALE "T" LOCK rcun•p•rc OUAUFIEO FOR USE W/ NV BLADE �i 0ue 6063-T6 ALLOY AND TEMPER .3 C U QUAUFIED FOR USE W/ 11V BLADE T &QUAUFIED FOR USE W/ A� 6063-TG ALLOY AND TEMPER LOCKING RODS OUAUFIED FOR USE W/ HV BLADE v 6063-T6 ALLOY AND TEMPER 6063-T6 Ii �G.I HV 3/6"0-16.Af J.161 ay I 6 S .# H�CENTFRMA�)e :��RT QUALIFIED FOR USE V% HV BLADE 6063-T6 ALLOY NO TEMPER EI/2' I/4% t37� HV 1/4" 0-20 AISI 304 -RIES SS. THUMB REy: CUALIRED FOR USE V)/ W BLADE Q CAST /—IXC PassMIM vwtwFw as nm" pb& L CNTP.IDt CaNso IdROVL PoARD) HV EgRESS LOCK OVAL 0 FOR USE 'N/ HV BLADEQ& ([& ONLY. Sib• " 18, IR60' AFTER RIVERN BEFORE RN NG t /4"0-20 RIVNum t20M-TJ ALLOY) LVi4E 1 ,, MN 6)0. M1s ruJ XeILPEN W Ay DR. MW Me, o)OM w EOWL RNATIVE LOCK FOR USE tV/ HV )E OT ONLY. 0.875- W., 1 J2S M"e. 1)NMONpN rnwaER oR xEY i.ST M: CYLINDER HD BY REGENT HARDWARE MORTISE LOCKS aS SERIES 2333 HOOK DOLT LOCK, QUALIFIED FOR USE W/ HV BLADE IO& P�•`[Fd:^ [/t/.'^�Z * ' /' •. ? * ' A ',"--•---- o2017 M1FC0. wC. IL ECOING. A S S A ■ ■ ■ ■ American ShUffeF Systems Association. Inc.1 4As Wefihon, nc. West Palm Beach, FL 33407 0=7 EASTERN MEEAL SOPPLY, Inc. Accordion Shutter System HV. MADE 01 W/ OR W/O FLV. VAtOOW MADE TILUT TESTING & ENGINEERING COMPANY 0]Sf w.w. 0em. R. 3AL, a. I.- O(344 1-11 Jsl Plain : aD')6n-uJo . E".: (ca", -16J, -mu n eees am wattR a wwt �e PE. RaProE 1� / a16) B•. x ocsalmox a tt Druwx e,: L.a OtA 15-066 )/2)/I art, 07l1TlA A i n(Qfli[tLQ.: \a ,`VVt` s/i" ALA it,t Or $EL d IOd nnTr x a DRAWING Me 1 7— � 07 A SHUTTER ASSEMBLY SCHEDULE FOR HV (1-1 HV O HV BLADE I ® HV BLDE IA ® IN LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON HUSWN6 © HV NYLON HAT WASHER ® HV WHEEL CARRIAGE MSI 302-303 SERIES 0.870%3/16' THICK NYLON WHEEL. 0.188"a AISI 302 SERIES S.S. RIVETS © HV 1 3/4" ACCORDION PIN W/ Q8 HEAD © HV 2 3/4- ACCORDION PIN t9/ #8 HEAD @ POLYCAR80NATE IMPACT RESISTANT HV WINDOW R (1) HV PIN (D SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV )W OR HV ® BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF 0 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 ao.324' 3LADE WHEN CORRESPONDING TO INSTALLATION '11`. SHEET 7. 1 .oaa=, III 3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER TYP O SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'BA SHEET @ Qi[F1 _RIM tit i 315b C se EXTERIOR riT� C f it n i I Q j i li I OOR I II ® !I i I EXTERIOR S NV PIN ® OR AT i EXRIOR OLAM'S KNUCKLE. (SCE NOtt MR REGUIREMENTS) ON N. =51 BW'E Z&251 4F= �O6I5 .0625' o, UV-SIAdfLQEU GRADE OR SABIC ATIVE PLASTIC LEXAN 103 RESIN NOTE 'F' ON SHEET 19). POLYCARSONATE SOURCES FOR 44 nwcu •rvu�vY K@.Ai m us.o..< rRo9+n� srAwso 0a8W: STipC Q4N1 „m„veu: 4.1V n19a 6nU 4%' 6W]P/' meaz uo srRsrma Asn =non o..i °'°' of�w e". ses"' NYK4R SUNG M1sn ww ]w.eoo wA Afmo 0.aL .`n>MP12Cn Psi_$Y6^®SnS MY ntY 10 R-0/wt 1J R-q/h S+1(MS M.91Y A91u MMJ <)3 S S LLY or wRmn am oau o-f Hass C-1 a-1 ovs N, sw warcw asn mo» uoY ow v msa[. s:smPx +Rw .uMceNc mu ex naoa o•I ruo P.a mmT srcmx eanvc .tA>�an rsry Has e<R c.• a exe wa. 1f `" SOI .� • 1U+E(� .• V� sF ' ' OMI] TLTEW. rtN. L E C O tN�. TILLIT TESTING' & ENGINEERING COMPANY 6153 NY, sae. A sa,.`4 veMA uNosNA gortea vl Pnon.: {:os7a»-laao . rw : (ans)sn-un -m«: Imxceax<e3 Ee-CEO6T10 P", A ) T I P,[ naRmA ue / 44,61 A.S.S.A. • • • • American ShuHer Systems Association, Inc. 4268 Westroads Drive West Poim Beach. FL 33407 0201T EiiERN MM& SUPPLY. INE. B A N Accordion Shutter System H.V. BADE pl W/ OR W/0 HV. WINOUV aADE W •% r a� �A: •. ^ZTIRIOP; ;�a4 d4, N `E a "oN am m.nN ec Ln. 1 Do 15-065 1/2I 1 aarz: 07/27/17 -. p ` ` 1T ' y/OVAL 3� 00 P.E. SEAL/SIGNATURE/DATE s 3 DRAWING No .I 1 7— 07 s SHEET n el VIM I m' +tea alga©.r7.I^^® to •�� To•�s�p.as��j.�s« Q 77 C,.,e 08•®°P �. �O914•Sa1.•5�1A TYPICAL () HV BLADE SHUTTER ELEVATION N.T.S. 9 OF CORNER CENTERMATE 'NOTES- UN HV LOCKSLAWLCENTERMATES t. MAtlpAIDRY CON01110N N! ONE HV LOCK Q, u SHALL BE USED AT i/2 OF SNUiTE/t SPAN FOR ANY SPAN OR 12' A90VE ORB OW ]/2 OC SHUTTER SPAN SPANS UP TO 105-, AND FOR INSTAL BONS i ANY ELEVATION. HV LOCK or ¢MAY BE u5E0 0.5 AN INSIDE OR OtR510E LOCK, ATTACHED TO �1 OR CENIERMATES W/(2) i/4'R-20 > 1/]' LONG Mi HEAD 5.5. M.S. LOGRON OF LOCK SHALL BE AS IN01 SHUTTER ELEVATOIN. 41 2. IF 'EST R FOR SECURITY PURPOSES. UP TO tW0 HY LDCKS UAY Be USEp AS AN INSIDE OR OUTSIDE LOCK. CONNECRON OF LOCKS TO CENIERMAi6 OR 02 SHALL OE AS IN0 OG ION SE AS MO:GTED ON TYPICAL SHUTTER ELEVARON. MAY ALSO BE USED AT STACKING POSMON (NON HURRICANE o_ • ONE W LDCK a SHALL, RI 0 .+r — IU MH OH GLNILHMATE5 SHALL BE MADE W/ 1/4'0-2OA3/4' ALUM. R"UT AS SHOWN ON SECTION HIVE, SHEET& CN LOCK SHALL BE USED AT 1/2 OF SHUrMR SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, 6. MANDATORY COMDRION L FOR KEYRRIN M M1 '0 M -•'- ONE NV LOCK 4D Or 6 or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABGVE OR BELOW A1/2.2 OF SHUTTER SPAN FOR SPANS UP B' TO B. AND FOR INSTAUARONS AT ANY EU VAROM. HV LOCK 6 or 0 or KY MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @J Or 0 SYMMETRICAL CENTENMATES W/ (2) 1/4'-20 A 1/2• LONG MT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV «T" LOCK_ AND C NT RMAT s• 1. #+ ONE _ALTERNATE HV T LOOK MAY BE INSTALLED IN LIEU. OF NV LOCKS OR dR FnR Dery eonu 4vn WINGNUL MA%IMUM -20 • 1 1/2' LONG S.S. THREADED BOLT PA 5/8' RMUT. LOOK MAY BE INSTALLED LOCKING RODS 9 TOP AND BOTOM IS MA •jyQjES�O,1N HD LOCKS & CENTERMATES• /� I 1. g W/ HD eF 11M .TE4(3'1� /A' . E ALTERNATE HO LOCK, MAYDE USED IN S EU OF HV AN IN I OR OU mq ANY SPAN ATTACHMENT INSTOF HE L K �AGN:JY ELEYARON. ALTERNATE HD LACK 5<44; MAY BE UINC AS AN INSIDE OR OOT510 LOCK GWN N SE OF HE LOCK B N 5 W/ ] YB ! J/D• F.N. AYBE.. AND INCLUDES UWPA4REINFORCOR 12 NT INSERTUMAS BE SHOWN B SE01i0N5 .USE B AND HOG -ROD SHEET 10. LOCK MAY O INSTALLED AT MDXPMI OR lY MAKINUM BELOW OR ABODE M10.SPPN. USE OF LOOKING RpOg {�S5 5 COMPLETELY OPIIDNAL ,........., . '/• _- �; uCeros� •..may ? D201) nLUCO. IrK: �L A.S.S.A. 02017 QATERN METAL SUPPLY, INC. ER H TM Accordion Shutter System '. l ••., Q �/ *' 71LLIT TESTING $ ENGINEERING COMPANY GMo5 ,'" DI! Pnme : (Jo5)Bb-t0.q . fw : (J55)62!-IpJi - U-OOOew9.cam rearm a'1W Jr. P.E. F 441E7 American ShUtteF Systems 268 Association Inc.. 416E rY Reach. GryV9 West Polm BeOch, FL 33407 HV. aADE R1 W/ OR W/O RV. WiWON SALE N MCMpw on1 pw.wn er; Lc 1 DLD 15-085 Tit) 1 'n4R e)/2)%I7 .. !$1% •• G\T}!!11 '''•6ORAL EN ,• ! ` o C ] J GRAINING Na i 7— 10% .... 4 5 1 V POURED 1-CONCREFE ANCHORS CONCRETE- (SEE SCNEdRE ON REGUWED ; SHEET 13) CONCRETE M't (SEE stsi OLE ON EHEET 13) 3 B W— (SCE -XI".c 0. wm N --- 1 OR14 "I I/R'a-zOaJ/A' SS. f0 [ MNG 1. $CREN$ UI12 OC•-30 tg1T5 .250' Nox. 13 d+ 5 I f OnoI l uN my m„ y FEN e-Q1mca NO I I OR (R* x15nNp �5CHEWLERDO TS. St) I I I UM. SEPARa }p 1ASS "�i. DR 'L'3' 1 Excu \ `(SEE SCNEWLC ON EXEC} I1) I GU EASING irNN t J I I f OPDONLL I HV WALL HEADER INSTALLATION Nw, GEFAwT 0. Tn EET i —(SEE SCXEWLE 0Y SHEET 1Q �I f onnoftA-- ;p ; Uri, : (("'I`ll CO_ 13 oa j@5 1 i 14 - 1/Po-Zax3/1'SS. i` --){/-- `-CpNCRE1E AVCHd{S (SEE SCHEDULE ON SHEET 13) 0 SO PXNUPS IRU55 HEAD ` MACHINE SCREE USINp -- ` © 18 I J 1/4"-20 NUTS O 12' O.C.. I/�•[- • CONCRETE ANCMOA$ 20AJ/�- S.S. FNIIEIRE -� L(SEE SOMEDUIE ON `1RUSS HEAD L INE scllveE w/ 1//'-30 Ica, POURED CONCRETE J I ' yn Pd1FED CONCRETE gIEET IS) O 12' O.C. CONCRETE LOCH w REOMR(D OR CONCRETE OLOC„ REWIRED CD) HV WALL SILL INSTALLATION (SaEECSGNEDI&ENpOrsNs RED CONCREre SHEET u) ()HV WALL SILL INSTALLATION on CONCRETE OLOd( waa REOURED IV WALL SILL INSTALLATION aR CE[Rp45: R-TE E SHEET4 MR 1- SEE SHEET R rOq MILL SHUTTER ° INSTALLATION DETAILS W/ ASSEMBLY 3- NY WAY T SECTIONS CM! DE Vav,NEp IIN ANY WAY TO SYtt M1Y INSTAL{AIION. 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BUIEDEIL (YIN. F. . 3 6l - I/♦ 0 • 3/1' ALL MORE; JJiCNORS, A$ DISLIpBUIED BY JyE PoIMS sCRFN, TAPCON OR TARED T MIN BOLT & SPEC4WY co~, (Mn. VC - J I j - I/tb BLUE TO CONCRETE MENIM W/ CM R5 MANUFACTURED BY FLORFM FASTENER$ DIRECT, INC. (Min, rC - 2 kvj - 1/♦•B TAPER♦ ANCHORS u MW,FACNRW BY M,,,,FASEAERS, AOVINCEO MRFAOFow TECHNOLOGY Me. AND OMB�BIRED BY ALLRoWs BERM. BOLT & SPECWLtt COMPANY OR ANY OTHER APM30lED UCEnSEO OR AUMOREEp VENDOR REGISTERED WIM THE MERMAN SXUIIER SYSTEM$ AsSOCRR00, WC. (TIN. re 3ttD AIL PdWS SOUO-SET BLUE TAP W/ CM ROTES: TIPPER+ AI) MINIMUM EIOBEDUEW INTO POURED CONCRETE OF TMCON OR TAPCON WIN ADVMCEO INRFADFORY TECHNOLOGY ANCHORS AND TMPMt METHODS a 1 3/4-. AND FOR BLUE TO W/ CAP MEHOR6 I, 1 1/r. ♦ 5¢ LrtnA y , A2) MINNUM EMBEDMENT OF 1/4'0 F 3/4' ALL POINTS SOUK -SET ANCHORS SMALL BE 71W IWO ME POURm CONCRETE NO D,S DMI WTO STUCCO L BE PERAIRTED. 1/4.0-20 S.S. MACMNE SCREW USED Fa0. HADL,1'i✓ pp Srvy] Ie s BE 1 1/2- LONG NNONM SHOULD SNOOD Ust, AN 1'SHRILMWIMUY FOR MLLLS VHTH NO STUCCO. RETE AJ) TAN CASE THATiR �G CROWN TO RFACHCTHE MNN STRUCTURE BEHIND SND WALL RAMOS. PAY1011i OR ANY VENEER ETWINES. ANCHORAGE S BE A MOONED ON NOTES AI) & A2) ABOVE. FOR INSTALLATIONS ON YWYL AO:NO OR UPS WITH OR WITU UT METAL STUDS CONSULT WM WO,Wo ,FOR WSTALLADON 'Igo CIS Y41H MLTA SNOS SEE SHEET 20. (a) TO oMs IC CONCRETE BLOCK: (ISM c-") - 1/4'0 TOWN OR TAPEEN WHIN ADVANCED MREADFORM TECHNOLODY ANCHORS, AS MANUFACTURED BY LLW. BUILEM - 1/4b , J/4' ALL POINTS SOUO-BET ANCHORS, AS OWRI�U�E0 W ALL MINTS SCREW, BOLT & SPECIA.TY CO~. - t/4'0 BLUE TM CONCFLTE ANCHORS W/ CAP M MNNFAGNREO BY ROROA FASMM 0!RME INC. - I/♦'0 TAPFat+ ANCIfORB AS WNUFACNWO BY RONMS FAITIMMS, NC., MD OISTISUED BY ALL POINTS SLEW. BOLT & SPECAI COMPNff OR ONY OMER MPROVEp UEMSED OR AUTHORIZED VENDOR REGISTERED MIRTH THE.MEPICM SHUr1ER SKTEMs ASOMII0.a, INC, NOTES: BA) MINIMUM EMBEDMENT IWO CONCRETE ELDON OF TMCON, BLUE 10 W/ COP ANCHORS AND UPPER. ANCHORS IS I t/4- AND T.IRWN WITH ADVANCED MREADMRIJ TECHNOLOGY ANCHORS M i', s2) MINM N EUBEUHEW OF 1/4'. A 3/4' ALL POINTS SOU, -SET ANCHORS SHALL BE EWINRY EMBEDDED INTO ME CONCRETE BU CIL, ND EMBEDMENT IWO MEET) SHALL RE PERMITTED. 1/4' 0-20 SS. UCTI ECRElY USED SHALL. BE 1 1/2• LONG MINIMUM SHOULD STUCCO Mg. AND I• MINIMUM FOR NALL$ WITH NO STUCCO. B.3) IN CASE THAT PRECAST STCiC. PRECAST CONCRETE PANELS, PAupt$ OR ANY VENEEB BE FOUND ON ME EUSTINC WALL OR ROM ANCHORS SHALL BE LONG ENOUGN TO REACH THE MAN STRUCTURE BEHND EMD WALL FWSNES ANCHORAGE BHAL BE AS NOMRED on NOTES 10 & B.2) Je04E, FOR INSTAWSTIoNs ON VIM SIMID OR OFs MRI OR WOMOUT METAL snus CONSULT THIS ENGW M. FOR WSTALLABON IWO F&S AM METAL STUDS BEE BHER M. 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TESTING & ENGINEERING COMPANY vvrrn ' esss Association, Inc, I OLO T5-WS /17 ,Q. ¢v. U" la. S.. Jos, mae, umMs,'100, n' PI"wr:(]0lj8T•1Pox: 1b�5\ (JWjBtf-19}t 4265 WesirDDds Orive IASCOP°O"0"' : ...........sT1T West Pell,alm Beach, R 33407 3 DRAv11NG No .raNAt E ,ITII FP mF AT R Jc P.E , 7-1 O, P.E. SE`iSI WfIATURE/DATE rtDRo+ t)` t H�67 s SHEET ° 15 OF 0 El rrTAPCON I WOJD MI i+ a aFS %ia s, �� C% ILL"PIIONu �-wu1 FlNISN 2*.1.'a' 000 3 Y RENTER REONIREO Ew"NG 915EPARAnON TO Ou`SS GLASSY (SEE I SCRIBBLE ON SHEET I' MT—)HV WALL HEADER INSTALLATION N HY—ULL HEADER EXf51ItiC 1 MIN. SEPPR'FRON TO GUSS GIA55� NM, SEPARARON 10 GLA55 �� MOVIING, �(SEE SCIfEOUtf ON 5REET 11)" WOOD Pu (SEE SCHEDULE ON SHEET 11)� r REOV + SCPEWS w C r� FINISH e t \ .� it/a'-ZO NNTS O .jGD. 1 �� '�•^ I !� �.. i�i OR® T M' CONt w000 PUTE • ADYMCEO THFFIAFORIA TECHNOIDaY fn. PEffCMT*N OF THFEQUI AREA TO E%15nNG t. (SEE SCHEGLLC ON SHEET Is) 1/4'0-2W/4' S.S. VWWJE m (� SWw/ 1/4'-20 NUTS i �NEN. 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WALL EN15H ` tRRENSFD AREA INTO PLYWOOD COMBINED IN ANY WAY TO s w (SEE SGIEOLRE ON SHEET 15) Slm ANY INSTALu11ON. ®HV WALL SILT INSTALLATION eTION TME @)HY—ML SILLINSTALLATION • SEE U.. Axno,S of p DF BUOE �L&ON SHEFf tt FLORIDA BUILDING CODE Non High Vetocity Hurricane Zone rk A. ]% e 4iIN =_ 0201J M1100, LNG 02017 EASTERN 1AETAE SUPPLY, INC. I771N y L E C O tN :. , A S S A BERT TN Accordion Shutter System T-,, ,r/� �, . TILUT TESTING 8 ENGINEERING COMPANY American $11Uff0!' Sy911T9 HK HME jilt W/ OR W/0 HV. WWON BADE RGSGcmwx UF—Fvs si N.w .Tan. x., sN. ay MIIaMA c+RODvs. IiDNW sva Prue : (ws)ah-la o . Fp.: pos)8F-t55t A980CIatI0S1. InC. 4268 West, % Drive 1 OLD IS -CBS DATE OR.NN sr: Ec. ! /n RlDa : 1L1 ••m', 111. D p m aFs-ow5J10 W est PalmBe.Beach, FL 33407 s17-107 DRAINING No �J (',5y`��rvDQV.r [�AYAT1.10�1% •Tr was . Uc I 44167 E WALL FINISH SPAN &DESIGN VJ V tl J. 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PLa /4b iAPCON OR t 1 yLP(IILLIPS M iAPCON WITH ADVANCED Lfn' M4CNINE v MREAOFORM TECHNOLOGY 1_ I W/ OF SHRFAOED AREA TO EXOTIN0 WOOD NUOER. rh,,,. ,..... (SEE SCHEDULE bM SHEQ 15) �... ..._-... .___ �— 1�_f P.E. 1/4•o TMCON OR TAPCON WGH ADVANCED THRUDFORM J L TECHNOLOGY W/ 1 1/2' Min, PENETRAT.ON OF THREADED AREA TO CXWNC WOOD HEADER. (SEE SCHEDULE ON SMELT 15) srora4.;s i9R W%NV FLOORF=H INSTA ATIONATION �• ,.�v 02017 TILTECO, INC. F' 9: L ECO ItnED.ED. TILLIT TESTING & ENGINEERING COMPANY t»S)en-ts:0 . Fa.: (sos)sT,-sst Fax(3D5)8 1-1531 aw ;U . m B_DoDallsBDaac YM'LRR A TIP.E. RTIIOC /,TAT[ 1 4- FLOP]A ,GT Nc at or�Or ©5 I nPGI HOLE A STUDA TO A uG CENTER CENT R DF EXEMNG 1 GLASS 1DOR 1W -1 —�OR ®' ♦_BLADES (AS APPLICABLE; FADE n ONE T 19 FOR MAX IN UNISON EDGE (IF APPIICARIE) EXISTING WOOD OR 1/2' AFTER 24' Rr U O.C.00REOu,REO EYImNO SOmn, Max. THK. 1'.4NI/e' COME AWN, MIEE (60GB-TO ALLCY) W/ T Or /© Or )© GCN 1,Ra"jar OR tRU5I LOGOE Lao SCRLM AT MIPMDW OF EYISING WOOD MEMBER. (2- Mtn. NONWAL In WIDTH) W/ 2' M:n. I I EYImHc � a' HEY CUSS --I HEAD TEN 0 t3' o.c EDOE OF OeF ' APPN[PgrE — �- 1 /4'R IF J TAPCON OR TM CON WITH AWPNCED THREBDFORM TECHNOLOGY W/ 1 1/2' Min. PENETMTIOx Or THRiVEO AREA TO EYISTING WDOO HEADER, (SEE SCHEDULE ON SHEET 15) n A.S.S.A. AuC< AmeHcae Shutter Systems HV. t Asslclatten, Inc. 1 aLE 4268 Westmods Drive 2 West POIM Bench, FL 33,07 a I. M A50. DES" t&D ANG h 9'-D' MAX. SPAN, THUS DISTKSARON IS DNLY vADD MR WOOD or W/ MIN lns SocW 1 _(DOR ®W nR OR SCUULa PINE Na, i. OR EOUAE. 1IN.OVIRED V�IF ) DECK rApLE m Shutter OR W/0 Kv. ww AWING NO 17-10 END INSTALWIONS C7 HV BLADE OR U WINDOW BLADE INTO 22 x4 MIN WOOD STU S rX» BSOL W. .i pMCRO:A�gR[L m()t O16 OL ��qq i3•SD•d-�•Q3• .J d•d-d•Ca.•ie.d. Crd•Cw•d-S4•d END CONNE_. CTION DETAII M .r P.•.. IAL +1a ,. r.. 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SCE ANCHOR SPACING SCx m MR INStAWIIO`a IMO MOREp CONCRETE OR EONWEE BIOCR WALL, ON SILTS 12 & 13 A UUNEM BY SPA AO OESIGx LOAD (SEE NOTES 1 h 2 ABOREI. 6. MNNW WMAOON To CUSS !Xyfl E. PER MTU E-100& W4A ZONE WMMUM $EppPAIION To GU55 T MRU ] 4 5 1 P. / I �\ A TTRNI OPPO�IN AL'ATERF% Pi/t5(Y RIOR ON h 161�\ \ \ ��/ �� 1 / MEW" W/ ¢= MEW AROE�E �( Cal \ �Z1 5; i 65 EN W/0 (SE xViE t PHDVE) `� PLAN \\��� 4- TYPICAL n1 HY BLADE WORKING IN UNISON WITH HY-WINDOW B ADE CIA SHUTTER_* s. V, * * �{ ? Q' (� , 1(JOS)B>I-1514 02017 XTECO, M. 1� TlWT TESTING 8 ENGINEERING COMPANY e,A Mx . Fen : (]O$)8)I_IaJt { WA4RR A ,NM, �{. P.E RoR UP: T A06T ASSABE American Shufter Systems Aesoclallon. Inc. 4268 wosiroads Drive West Palm Beoeh. FL 33407 02017 EASTERN METAL SUPPLY. INC. a M Accordion Shutter System ,,Accordion B1 W/ 0R W/O HV. 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O11 6' O.C. 1 0 6• a.G ^TI' 3 r3. _ 3 BLADE SLACK DETAIL HVF 15 ALSO VAUD FOR ,{2 f1 CENTERMATE 21 APPLICATION WITH BLADE 1Q 0 4Jb O 6" O.C. s o.c. r,. MS WALL HEADER/SILL INSTALLATION MATES 1 y2.a00 3 i /4"a NOMINAL ALUMINUM e_LE_cve_ 6063-T5 ALLOY SEPARATION TO CLASS H D F-3.000• 4oR. ♦h LENGTH ♦ I' 43 1 /4-0-207(3" BOLT, MUST PENETRATE 373- 260• r �D- I/4.6-20 THREADS ® 1/4"9 E00 CONSTRUCTION PRODUCTS FAB—lOK HD COMPONENTS FINISH AS APPUCADI.E SC4E: 3/e•= 1- ' &h 8¢7UM) WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1 4 4- SFPASION VARIES III E NTENIOF &N'AExIERiGR FACE ON SCHEDULE) M.R. (j'!; �—% \�U - \J L� �,/ U LOCATED AT t 2 t 4 T �(6"MIn.) \ .. _____ (-� / (WJ 6 1/2' (To.) I p• 24 (DOGE) u HVA HYS IIRR13 DE SLACK DETAIL uV C tv, TI(`1= DCOT7 XTECO. INC. 4 'GENS'':�9-: LIE G p TLLLT TESTING &ENGINEERING COMPANY 61» ««. %a.. sv. s,,.:M' xecwu r/Aaes. np#u Welt _ st m(ro aW7I-sa.rm: poslm,-usI p •.,. 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