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HomeMy WebLinkAboutPLANSSCANNED BY St. Lucie County $'o. RECEIVED JUN 2 A ?019 Permitting Department St. Lucie Count, '......... ..... ............................... ....................................... 2 Stein Residence 3100 N Hvvy A iA #PD 1 Fot Pierce 3 FILE COPY I GENERAL NOTES: 1. BERMA KV. ACCORDON SHUTTER S5TE1 SMOWN ON THIS PRODUCT EVPLW ATM DONMMM (P.E.D3 NAS BEEN VE "M MR CaMPIFA GE VI ACCORDANCE RIM THE 2017 TOM M ON) OF ME FLORIDA BUILDING EDGE THE ACCORDION SHUTTER SYSTEM SHALL NOT BE I.NSTAIN AT HIGH VELOCITY HURRICANE 20NR. DESIGN WIND LOWS SHALL BE DETERMINED AS PER SECTION 1620 OF WE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REGUIftED BY THE NRISDIRTON WHERE SNORTER WILL BE INSIALLED WON A DIRECCONALIY FACTOR M-1185. USING ASIDE 7-10 AND SNAIL NOT IE CEEG ME MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS MMM ON SMUTS II MRU 15. 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS Dn MINM PER ASIDE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND Molls BY MULIIPLTNG TRW BY 0.6 IN ORDERTO COMPARE THESE W/ MAK. (ALSO) C134N PRESSURE RATINGS INDICATED ON ORDERS 11 THRU 15. 19 & M. IN GREEN TO VERIFY THAT COMPONENTS AND ANCHORS ON WE P.M. AS TESTED. WERE NOT OVER STRESSED, A M S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WA$ BDE USED IN iNER ANALYSIS. HOWEVER. A WIND DURATION FACTOR CD-1.00 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA M.V. ACCORDION SHUTTER SYSTEM'S ADEOUWT MR WIND AND URGE MISSILE IMPACT LOAD HAS BEEN ANCT1ED IN ACCORDANCE WITH SECTION 16a9.1.2 OF ME ABODE MENTIONED CODE AS PER AB REPORTS: -MV OWE IJ' 10214.01-03. 10715.01-03. 010CA OI-05, /1214.01-05. 10317.02-06. /0609.01-10 AND 10210.01-11 AS PER TAS-201, TAS-Za3 AND TAS-W3 PROTOCOLS AND ATM E-I886 AND E-1996 STANOWOS (MISSILE OEM 0. MNO ZONES 1. 2 & 3) & /122D.01-10 AS PER TAS 11. 21 & 203 PROTOCOLS LARGE LUS41E. -ENV VNDOW DUDE 0 00505.01-08 AS PER ASIR E-1885 AND E-1996 (MISSILE LEVEL D. RAND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND 1 O775.01-88 AS PER TAS 212 PROTOCOL 2. W BLADE 0 AND W WINDOW GLADE (3 ARE ENGINEERED M WORK N UN60N WON EACH OTHER UNDER ME GENERA. UNDAMNS AUTO CONOMOHB OF USE VN: ATIED ON SHEET 19 3. BERIMA N.V. ACCORDON PINS (RAJ SCREWS), USED AT GLAGES KNUCNLE AND FOR DIRECT MOUNT COMffCiION TO TRACKS SHALL BE 114XZ.75- AND 1141.75- RESPECTrv£LY. 410-W MINIMUM SERIES STAINLESS STEEL SCREWS WON 135.0 W YIELD STREAM MD I00 W RENSRE SRENGM PARS SHAM. BE MAIFD WON BERMA W GACROSWRLD COAM'G SYSTEM AS MANUFACTURED Be APPROVED COATING APPLICATORS. REGISTERED MIN AMMOCAN SHUTTER SYSnMS AESGCMWMN PINS MUST BEAR ME MP MARIONG ON NOR HEAD. 4. ALL ALUMINUM CKMU510N9 SHALL BE ALUMUNUM ASSOCAMN ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 063-TES ALLOY IS 30.0 W AND M.7 Aei FOR 60U5-TS ALLOY. 5. ALL $CREWS TO BE STANIESS STEEL 304 OR 316 AG SERIES M CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 MIN 50 kH MIN. HELD STRENGTH AND 90 ko; MIN. TENSILE SMENGM. AND SHALL COMPLY W/ PILGRIM BUILDING CODE SECTOR 2411.3.3.4. 6. BOLTS TO BE ASMIJ A-307 GALVANIZED STEEL. OR AS 304 OR 316 SORES STAINLESS STEEL MM 35 W MINIMUM WELD STRENGTH. 7. SEE ME FOLLOMMG SHEETS MR ANCHOR SPEGFlCATONS: W OWE (]' 1 12.13.14.15 AND 20 µLA DUDE O & @ WORMING IN UN60N: 12. 13 & 15 B. MIS BERTHA N.Y. ACCORDION SHUTTER SYSTEM BEARS A US. POEM 167T3,582. COMPONENTS OF THIS APPROVAL ARE COA M. IN WHOLE OR IN PART BY U.S. PATENT I5'450,179 ISSUED 70 USNE W METAL SUPPLY, INC. 9. IT SHALL BE WE RESPoN51OUIY OF THE CONTRACTOR TO VERFY WE SCORDUM OF WE STRIKTUIS MORE SHUTTER IS TO BE ATTACHED TO N'SURE PROPER A.NCIIDRA6E, CONTRACTOR TO SEAL/CWLK ALL SHUTTER COMPONENT EDGES WHICH REMAIN. MRU FASREANG IN CONRNWU$ CONTACT MM ME BUODNG TO FRLVENI V.M/PMN M,NOWN. la EACH UMT MUST FEAR PERMANENT WC. N A V14BIE PUCE WIN WORMING NOTE: GLITCH PERe005 OF HURRICANE WARNRIGS HOME CANNER. TENIAI. DR OTHERS, NUST PROPERLY CLOSE ALL NV AND MD CENRNMATES AND ENGAGE CR LOG% ALL IN AND ND LOOMS. 11. SHUTTER MMNUFACNRM'S LABEL SHALL BE LOCATED ON A READILY %VSLE LOCATION AT ACCORDION SUMMER IN ACCORDANCE MIN SECTION 1709.9.3 OF FLORIDA BURMNG CODE CANE LABEL SHALL BE PLACED FOR EVERY OPENING UBEMNO TO COMPLY WAIN SECTION 1709aa OF ME PLORDA BUILDING CODE IT. BERTHA H.V. ACCORDION SHUTTER SYSTEI'S INSTAMANCH SHALL COMPLY WITH SPECS INDICTED IN THIS DPAWI.NG PLUS ANY BUNTING AND ZONING REGULATIONS PROWDED BY WE JURECOMN WHERE PERMIT IS APPUED TO. 13, (a) THIS P.E.U. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRO TIDE INFORMATION FOR A SIZE SPECIFIC PROJECT; i.e. MERE THE SIZE CONDTKN$ DEVIATE FROM ME PbO. (6) CONTRACTOR TO BE RESPONSBLE FM THE SELECTION. PURCHASE AND 9J6TAUAnON INCLUDING OFF BARMY W THIS PRODUCT. BASED ON TITS P.E.M. PROAND HE/SHE GOES NOT DMOC FROM THE CCNDWWS DETAILED ON THIS WcJI EM. CONSTRUCTION SAFETY AT SIZE 6 ME CONTRACTOR'S RESPONSIBIJRY. (e) MI6 P.E.D. ANAL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (e) SITE SPECIFIC PROJECMS SHALL BE PREPARED BY A F.CINA RECI5IFAEO ENCNEER OR ARCHITECT WON WILL BECOME ME FNGNEER OF MOM (EOA.) FOR THE PROPER ANO WHO WILL BE RESPONSIBLE FOR ME PROPER USE OF ME P.E.D. ENGINEER OF RECORD. ACING AS A DEIECAIED INC. TO ME P.LD. EN:NEEi SHALL SUBMIT TO M6 USER ME SIR SPECIFIC DIUMONGS FOR RENEW. (e) ORIGINAL PLO. SHALL BEAR THE DATE AND ORIGdM4 SEAL AD SGIUSURE OF ME PROFCSSIONAL EN491NEER OP RECORD INAT PREPARED U. OM17 TIOUP). WG. i �� �// Y Aff�; TILLIT TESTING & ENGINEERING COMPANY NN as Im MW. !.. !1,. vK WPPMA cARVA, f. a R Pnw : (3osR>1-1530 . Fc.: f!G!)dn-1!!1 .- ,: MWCeeau.mm �ci pY S/ONAIE ®cPULPJ. P.L MORDA Le. F 44167 ifilaff TYPICAL �TYPICAL, 0REA Min TYPICAL O1STALLA INSTALLA CENTER, CENTER& END COK MAVIMUM ANCHOR ANCHOR ANCHOR ANCHOR NWALIAT INSTAt1AI END CON TYPICAL SWEET 1 1-20 SHEET 2 21-37 SHEET 3 BLY 38-44 SHEET 4 R WINDOW DORL '" ELEVATION & NOTES ON LOCKS SHEET 5 DETMS A-F. CONCRETE/BLOCK SHEET 6 DETAILS G-M, CONCRETE/BLOCK SHEET 7 DETAILS HV SHEET B ALTERNATING DETAILS HV SHEER 9 RON DUALS 1-6, CONCRETE/BLOCK SHEET 10 N TABLES SHEET 11 VOLE- CONCRETE & BLOCK SHEET 12 MULE- CONCRETE & BLOCK SHEET 13 MULE- CONCRETE & BLOCK SHEET 14 DOLE- WOOD $µELT IS TETRAS M-R. INDENT SHEET 16 DETAILS S-K. WOOD SHEET 17 ION ORALS 7-12 & A. WOOD SLEET 18 ELEVATION SHEET 19 ORALS, METAL SNO WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroods Drive West Palm Beach, FL 334D7 Hurricane PPLY. INC. Accordion Shutter Liu HALE #1 W/ OR W/O ITV. YAWL 17 N0 =,, HV SOLID BLADE COVERED UNDER US PATENT @ 5458t79 1® HV WINDOW BLADE!/ OF USE OF BLAC —WON SHEET 19 ©HV ADJ. FLOOR TRACK OUALIFIED FCR USE W/ HV BLADE (il 63-T6 ALLOY A 0 R LB1T �. .JOB3• OBT r oEa• a ¢� 670 1me 33)0' ``11, HV CEILING HEADER EUFURED FOR USE Yl/ HV BLADE t ONLY, SEE SECTIONS FOR VALID 6063-76 ALLOY AND TEMPER Ml %MN YMNI 1' 9.061 116 SIDE ANGLES OQAUFIED FOR USE W/ IW 'e ow a 0 • a3e5' HV UNIVERSAL FLOATER OUAURED FOR USE W/ FN BIADECT 6005-15 ALLOY AND TEMPER M. (j HV HEADER/SILL QUALIFIED FOR USE 5Y/ tN BLADE �1 ONLY 3- 6D6TB ALLO AND TEMP[ I �I ALUMINUM ANGLES OUALIFIED FO USE NV/ HV BLADE I ONLY. 6063-T6 ALLOY AND TEMPER 13 Off DIRECT MOUNT OUALIFlEO FOR U$E W MU BLADE I 6093-TS ALLOY A TEMPER, (8)HV WALK —OVER TRACK QUALIFIED FOR USE W/ w B ADE (13 6063-16 AlLOY aAO TEMPER TEMPER CONPONENi I A 6 11 xz 3• 5. MAIL! 1/W i/8• T 5. 06%.1 a1W'�Od93' 9 3' 5' '"'1O.139' 0.131' QUALIFIED OR USE W/ HV BLADE A 6063-TG ALLOY AND TEMPER 0 .994' 9 ,co- Dee' 1 g 135_ 930 vv..vr vac rr/ nv E �i oNLY, 1� HV RAINGUARD 6063-Ti ALLOY aN0 TCMPER QUALIFIED FOR UE W/ HV VARIES 1.936- 6063-i6 dLL0EAlr IEMPE0. 14 HD WALL HEADER/SILL . TEMPER 6L ` t1j1 �E 4P, d�P:..........ij ; �CENSF•,:✓y ,r •� F D O'O(Y •••...........OR ION ON:: , = J' • 2a� ¢¢6 S(ONe1 E��V\ rl¢1 PC Af `�l3lf.AI Aze c 1 e3017 01TVW. C. IL ECOINc, •— A■S■S■A■ American $IIUHBf Systems Y ASSOOIO}TOOT Inc. 4268 Weslrvads Drive Y1esl POIm Beach, FL 33407 v vvvl. ..emu ..yu .e=vcn nurrlcane cone 02017 EASTERN MEMC TAL SUPPLY. . BERTHA T. Accordion Shutter System I HV. BLADE #1 W/ OR W/O KY. WNM HARE TILUT TESTING & ENGINEERING COMPANY ¢Ss3 u... >¢a sv. M¢. 333. nPc.:. cuceers, anpa..un PMn.: p0a)"7 -16]6. Fe.: I3o6)971-191 -m¢a: Mlceava.cem ce-9009719 Nna.'a.. Mc j ¢¢167 n. x rcscnvnax "n II 1 OLD IS-tlB6 1/1) I wTf: 0]/3](17 z 3 DRAYRNG NO cu ee-r 3 tq HV CENTERMATE FOR USE W/ HV BLADE ID& 6063-TO ALLOY AND TEMPER ] Ji• 617 1 IPUN a Met EtL DN f� n n C LOCKER FOR "T" LOCK ENTERMATE gUAUF1Eo FOR USE YJ/ HV BLADE 1 ONLY QUALIFIED FOR USE W/ HV BLADEONLY 6063-T6 ALLOY AND TEMPER 6 663-TS ALLOY AND TEMPER 1 1 gg J a G63- �.� ' ]u- �i }a 311 �� OUALJFIED FOR USE W/ HV BLAOE T & RC3NG ROD 6063-T6 ALLOY AND TEMPER C ® LOCKING RODS QUALIFIED FOR USE W/ HV BLADEI`i% I 6065-16 ALLOY AND TEMPER \ A 4.l... ....-—........... _�. ___ . -.._. 6063-Te / If „3 m !�3Js-P C61 HV 3/8"0-16 AC 1 .) •i � I.. Cumca I in/w;pl316 C55fD] OmoV N3IS(osees . I' 32s_I 4 �K ® HV EGRESS LOCK 3'Q2 t,93RLI QUALIFlED OV W/ HV QUALIFIED FOR USE W/ NY 2�i ONLY. BLADE& (B' ONLY. 0 ALIFIED FOR VSE W/ HV BLADE 1 ONLY _.]sa• D.D. 6063-16 ALLOY AND TEMPERIC N%D -�518• "]- �6CPEW--�� I6 \yI +^J60- AFTER RNEIING BEFORE RVOING S. THUMB R W 1/4"0-20 RIVN TS ySINO 1444 J M,%Uu ENC4.T3 /{[DY) Wa r,NU IN4y m sxen nyf5ER1. rAar oazo. As uuNF.CnINm oY Awn 6 i L7% h "` rt%IOFH. P 11=0: eA" .RRSn =' Wt LDuu. HV FEMALE "T" LOCK ENTERMATE HV "T" LOOK HV ALTE_ RNA71VE� m QUALIFIED FOR USE VJj HV BLADETONLY QUALIFlED FOR U E it QUALIFIED FOR USE W/ HV fi063-T6 ALLOY AND TENPEEkk'' YJ/HV DLADE t1i ONLY. BLADE Q7 ONLY. 3.161 f by KEY 2,R OR Nfl CNN06R d .545• i HD CENTER ' '' OUAUFIED FOR VSE PJ/ He OWE I & 4063-T6 ALLOY ND TENPER I � tt/x• In1� iHNMBTURN i ] M:n CTIRMFA L_20 HD LOCK 1371 HV 1 /4" A-2D AI i D•i eY REGENT HAROWaR MOftIISf LOCKS SEAiE5 2313 NOOK 60LI LOCK. FRIES S S THUMBSCREWS int CHIIE4 RUSE PJ/ HV 8(ACEy�i�& `A• QUALIFIED FOR USE W/ HV BLADE J� rI nDine ai Dl rouC rnnE rR-- u._, 01a1> mnw. INa S L * TILLIT TESTING & ENGINEERING COMPANY + C MAP e,.. 3au. M., a:"'x A W1W-V5. My " 'Pne�.; 4,i g0 e)sn-Is30.rm:(3a+78M-u31 m.n: t:n«8Daa.wn, ,� n-moans d n4JM1 A TWi a+. n.� 20POL lrt. 1 u16J 67 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Polm Beach, FL 33407 sa20I IE MTRRN NNUAL SNP�PLYy,, IINNC. Accordion Shutter System BADE t W/ OR W/0 RV. WN]D,V BLADE OLzcR"nory arz DRANK ec La. OL4 13-083 J/1T/t DMZ: 07/27/17 DRAWING No 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV Q�iA iQ HV BLADE I ® HV BLADE IA HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES o.e70"x3/I6- THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS W 1 3/4" ACCORDION PIN W/ #8 HEAD ® HV 2 3/4- ACCORDION PIN N/ ge HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW iMeUIREMENTS Al EXTERIOR MADE KNUCKLE FOR uy <Q (1) HV PIN ©SHALL ALWAYS DE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR HV (3 BLADE. WICALSH��E�A�EMBLYSEMBLY (2) HV PIN E) MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D BLADE WHEN CORRESPONDING TO INSTALLATION "0", SHEET 7. i 048=i p (3) HV PIN ® OR ® W/ 1/2" O.D, 1/16" THICK S.S. WASHER Tm 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'a> SHEET HEEL CARRY IAGE DETAIL t tJ.7.5. ASSEMBLY IAYOUT aLNE5 JIMME PIT) 2 EXTERIOR t ON BVDE .005' sns„ '-x .as25 .D625- ATIVE PLASTIC LEXAN NOTE "F" ON SHEET I POL;VARBONATE SOURCES FOR 44 �°""n[ Mac, mvui rxmsxlLs sANwm .�o xa...,, m ars-er. ` DYNY JINNI..:. ISN ew 69c, ®I 0 CU m(u mPac mur mmnx ,Im wa n.,w ., DsoD eu Iwx:l waSw 4reun KN OM]M.ttd uA N].WD NOS teasO +m Dx]a le rt-oAn rJ rt-m! NPD OUTAIY .-SN Dint] IJ1; <13.51/N n Dr mxwla ,siM Deu r ass a-: wss ]`u I AJix D1BHI c p Y yp Y 16N"U.81NM1. x rJilA EGI:APx"+ /SN IJC nWl p.nl 1A.D P.F rasntn45s ennv6 xurry6ac nm: ue Nsf ..c eua w.r.. 1 ,`,1 ��'- E(�p•• �� - •, v`y yC'•,• Mel> xtrzcO, rts: IL A■S■S A 02017 EI3TERN METµ SUPPLY, INC, v 1515MTHA N TN Accordion Shutter System �f �, Qom., ( • •' • ,15 T •• TILLIT TESTING A ENGINEERING COMPANY eJ35 nx. Jetn S- a., JDA NPGhq DWy]ef, ]yCR4. "INAasoclaHon, In. ; NO W71-15J0 , lm : (]DS)811-I:JI miN-ODA710 "m Wl7"A RIR Jr. eL MOROA tx 1 a4167 • Ye American Shunter S tameI".Prrox Inc. 4268 Westroad3 Drive West POIM Beach. FL 33407 H.V. 9ADE pl W/ OR W/0 H.V. WINDOW BADE x D[sm Dart owxx ec Lc, 1 OLO 15-OBS I/9 i MJE: a2/D/q _ ............ 1 ss/ONALE�gr'`3 •• •1 P.E. SEAL/SIGNATURE/OATF 2 3 ORAWNC No 17-10/ 0. 0; n I'I 'rtil III �'--':• I m' �eR�p1O .�p'�1..,. •'L7 1 13•�wf�•� �.a�a TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE I • N HV LOCKS ANt) CENTECRRAMATI�II�S• 1. 6(ANOATOM CeN01110N /1s ONE NV LOCK ��} a �Ei SHALU BE USED Ai 1 OR 12' PBW'E ORB OW 2 OF SHUTTER SPA4 FOR $PANS UP TO IDS', ELEVATION. W LOCK or 9 MAY BE USED AS AN INSIDE I OR OUTSIDE L . CENIERMATES W/(2 1/4'O-2D a 1/2" LONG FIAT HEAD SS�� M.S. LOGTION SHUTTER E ADON. LOCKS OR U" MAY I 2DBE USED AS AN INSIDE OR OUTSIDE LOCK. CO A OR 2 $NNL BE AS INOI LOCATION BE AS INOIGTEO ON TYPIGn1 SHUTTER ELEVAnOR. ALSO BE USED AT STACKING Pp51110N (NON HURRICANE POSnON) eN /2_• ONE NV LOCK 514YL BE USED AT Lc1 SHUTTER SPAN FOR ANY SPAN FOR INST 110NS ANY 'ACHED TOO OR T OCX SHALL BE AS INOICATfD� CITY PURPOSES, UP TO TWO NV N OF LOCKS TO CENTERMATES AN �OR ANY SPAN DOE OR INSIDE LOCK, MS. TWO LOCKING RODS @45 ICPL SHUTTER EuxATTON. 12. OF 1/4e-2ov3/4- S.S. THUMBSCREW TO U' OR 9 CENTOMATES SNALL BE MADE W/ 1/K'e-20d/A' PLUM. V RNNUT AS SHOWN ON SECTION FIVE, SHEET B, ONE LOCK SNAIL BE USED AT 1/2 OF SHUTTER SPAR OR TWO LOCKS AT 1/3 OF SHUTTER SPA'. 6. MANDATORY ON=ON /° CDR KEYSTONE •IT .rv.. I' •N• ONE HV F CKG SHUTTER or PA or 2� SHNS BE USED AT AND OF SHUTTER SPAN FOR NA' SPAN N. 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR IN SPANS UP TO SMIE AOO FOR ACHED TOD15 AT ANY yNMEnON. IN LOCK A ar / er 1p` NAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED HA L' or S SDICATED CN YPFCN. sAHu W/ (2) 1/4'-20 . 1/2' LONG FIAT NERD S.S. M.OR LOCATON OF LOCK SMALL BE AS Y MApIDD ON TYPICAL SNUTRR EfEVAnON. USE OF LOCKING RODS 'i�5 q/ OR 5� TOP A40 BOTTOM IS COMPLETELY MANDATORY, I OF LONG 3/32' OR 12' 1. HG lLIL1r 13� W/ O ttY1ENATES ''1 AT ; ONE ALIEN. ALT HD LOCK I (BE USCD w OD OF HV LOa(B aj OR :�S FOR ANY SPNI AND INSIAUAOONS AT A•fY ELEVATION. ALTFRNAIE MD LOGY �,I MAY BE USED AS AN IM1510E OR OUISD A' I=. ATTACHMENT OF HO LOCK TO @' IS W/ 3 IS a 3/B• F.N. S.SMS. . AND INCLUDES REwFORCflIDIT I:SERT S AS SHOWN ON SECTa115 NOB- AND ROC-ENC. SKEET 10. LOCK MAY BE INSTNLED 0 UIOSPAH OR 12' MAKUIUM BELOW OR ABOfe N,SPA, USE OF LOCKING MOS �S'IS COMPLCTELY OPTIONAL 1'. 1p �....C9N sr ✓ n ;`J F•..9; :' 3 •a °• i� i * 9O t• P �e _:,�Q'eY� .2617 WECa. I.vC. 1L�p- TILLIT TESTING @ ENGINEERING COMPANY ussu.w..»u. n., s.. _os, v.vcwA dppan, Doan lNe vn�.: pos7en-Ie:o , r,.: (yl;Tm1-Isv °-""'A' W la a. .4M A 9.. RE rLaRa'Y U` F eUV A.S.S.AT. American Shutter stems ASOaciattanr Inc.1 4266 1Vestroods Driva West Palm Beach. FL 33407 02017 EASTERN UU, SUPPLY. wa. BE WT—H A WV,2 Accordion Shutter System KY. MADE #1 w/ OR w/o Kv. WNWN MADE r, x pL:cmmax on mMwN er. Lc OID IS-085 12)/1 W*[ 0)/2)/1] !iiD^+•�A-1 \`E f1V TONAL ENC',I11 P.E. SEAL75tG 16R'E/DATE ) 3 DRAWING N0 17-107 aI SHFFT �fRMN� C9rU.'RCR�EiE- -LONCRETE ANCHORS ' i (SEE MHCDULE ON 1}) POURED CONCRETE OR CONCRETE BLOCK REWIFEO i/A•P-E noum NE011WEO GONtA ANCHORS SS.. rIMGiINE (SEECSCWEOULC ON SHEET 13) () 1©15 �MIGNf ovi mNmro(gox N'. >) ' (SEE SC EDULE ON SCREWS SORE wm/ 11/UTS o'-2' EE O.C. I qt Mln. .-Ipb 2aq/s' S.S. 1 T• k -- 2 1/3 EO EO unCKNE 5CKEWS USING 1/P-20 NUTS 0 12' AC. -' 1/2• 19 Ili H. - EO EO E A• •. R5O' Mor � _ �E.'D. �' .I .._._ 17 ON I i, 17 I, .250'W.. CD.•'! \ I i i ' avTlDw.l c ay OPIIONPI F i°i laKam�Mo e..•e,.... WO Iv rzR 1 OR . _ •,erceiu� _ AN. sEPNUrN). TO GU . I CAF D €�.I. iyj1RV WALLI!HEADER INSTALLATION � (8) NV WALL HEADER INSTALLATION + KEYSTONE E S NG I CUS AYAyTgI , .} ��tt SS�� m SEPARAigH P, Uss ¢ —.I OR V• MIN. $EPA J,f10N TO GLASS ExFTNNG_j (SEE .SCHEDULE `(SEE SMEWa ON Gu55 TO GVSS SNEE1 I,) 1 SHEET Il) DftEm6� � $ dISTING � � r iil �OPTIorD,L . E. offO.• , EAJ ( 13"751/2 i I-C 1/A•P-20v3/4S S.S. , Ea Ea PNtWPS 1R 55 HEeA 'o yy.,� �-CONCRETE pN[HCAS 1 1�7mIB 1 I MACHINE SCREWS VSINC �v; CONCR / 20 NIBS 0 12' A.L. LSHC •1 1/R•o-20.3/A' S.S. PMN ANCHOR$ �,1Ru5S NFfA MtCry1NE $CREWS (SEE SGIEWLE ON SHEET IS) J SCHEADIE PCUCON CONCRETE Mln. PoVPED COHCREEE SNELY 13) ON W/ 1H•-20 NUTS O 12' O.C. CONCRETE DLOCK t OR CONCRETE ihOCK w REOVIRED CD) HV WALL SILL INSTALLATION (SEE SC EULEANCONURS REOVIRED RED CONCRETE— SNEET 14) iHV WALL SILL INSTALLATION OR CONCRETE BLOCK wPu REOVMED O EX —WALL SILL INSTALLATION - I-SESEET IFDDNOE SECNDNj: INSTALLATION DET� 1- SEE SKEET A EAA iTPICPL SHUREP • E. ILS W/ ` �. D. -EDGE dSiPrgE \ "2—MD`NNNO SECTIONS CM BE COMBINED (SEE SPEONMONS ON SKEET 13) ' Ct�ADE �AAONSNOOF US MR C1l HV BLA D'E IN ANY WAr TO SUR ANr INMILIAnON, al r n. p1` i/ '_ FLORIDA BUIIDI G GODE(Non High Velocity Hurricane A1LT �:' •�C��SF'•, I m 62017 TLIECO, INC. tom ETAL 02017 EA$j N MSUPPLY, INC. IL EC O IMY. A■S■S■Iw .1■ BER HA VTM Accordion Shutter System ' � TIWT TESTING & ENGINEERING COMPANY American Shutter Systems H.V. BADE #1 W/ OR W/0 KV. WINDOW BASE N. N OVIC.PTUR pAR pRLYM gf. LC. `C$ - �''•..:LORIflP '•.W ,,L esss N.N. 3MN. 31. sr.. ws. ME6Mr. awNllx nwxK m1A Assocf SHon, Inc. Pncna (3Dsjen-uw. Eo. v (sos)B71-u31 4268 Westroads Driva s7' ••• d• - -mo-i: Ix.eseax.«m West Palm 8eoch, FL 33407 MAL e-DW0719 rrrfrlf• r 'NkICR A F. 1 Jr.67 P P CVAI /CICRIA1IOC lnnT: 0.0RIM Lierc. / A.167 1 0:0 1B-oes TroN TRTG w/n/n 2 DRAWING No 17-107 _..___ 2 a POURED CONCRETE ANCHORS +„T Cq RIRED N (SEE SCHfOutE ON, sxfEr 13) OR �� EIVSTIN- I — - EDGE � � am l9 rawee Gu%ss-I pwurw '� `Du a R � "'O ' D.• Avv ExRi Om6�® anz s .h55-� C_ raven "iq ' 9 EX MUG {/ •S LOCATION i r I , : :ASSJ 11 w 13 aR 15 . Elo%J/a" HEX WeSnm HEAD Jfe IEK SCREWS a 12, D.C. 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T ��'' FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zane A ' `�\CEq}gSF•,• ✓ ' 020o miEco. me OW17 EASTERN MET& SUPPEY. INC. .9y *' 0 7 w c BERTHA VTM L E C O INa. !i S7 S Accordion Shutter System q ■ • • ■ Kv. aADE #1 W/ OR W/0 KV. WNDW7 aADE '9a qsAmerican Shutter Systems TILUT TESTING a ENGINEERING COMPANY N. x Dfsc%mn9x w1[ Dn.ant en LC. 'fit+'• ORIOA : :tr`V 1+e ^Ta n.. Jsa. n. s. 24%1 .mRxrs, nI n, Association, Inc. 1 DUE a-eas 7/21/1 DnE: 07/27/17 T-+ Pn°n.:(Joa)871-1n]a. Ea.:(2VOWI-l"N 4268 Westroads Drive : AL EN , +,11 �a 0a°a'` West Palm Beach, Fl 3�407 J DRAWING No .Arl.srrr' 1 wµl(R A Ani Jr, P.E 1 � OUT p IN f-EMONO GJS INSTALLATIONS W/ 1 HV ** wm^- u WLM0W l 6. SME SUCK GETA¢ HW a Y416 R I BLADE W HV CENTERMATES eRRk E3APPUCAlft H so OR (23 '10•®'©.®w©.®a SEE END WALLONNECTION &@ rExisnNa cuss I DETAILS ON SHEETS 10 di t9-.i (6o0J TSTH1/81o'-0 O•® @'®a)®.� 31/4- T• s1/2' ]. nE w/(2) 1/ro uPmNH mix i Ps ro carKpETE /2• I METRY Dar/fiorrw7 4 Ems. 0 1]• CENTERMATES nw1 ]' sMs. ro rveE'. 21Oa3/e• CENT ES AT/MR ANc1E. (rro) ( i oc, lust LENGNi. W/ HV LOCK r 5 E nu . ngAless i I / W/ILHV LOCK �24� o i2 To s (SEE 30fE A ON SHEET ItE � i III ©-®«© D0 @-tD I •©P• l 1 a OUT ®" HVA HVB �* HVC �(©•O,©ce©•O •�}�� 1 m�w aO°A10•O°� —POUR ONCRETE OR 'V� • O ©• O O• \'® EXISTING CLASS ETC ROCK WALL 'nqc 8ce1 8w8 a _-- . -- — — —— — 10'�'_®'� °1 �— EOV EO SYM 1- `aJ�®`°Q'®`"@'�5 Jtcxus's `s" b` I� CENTERMATES k �* - IN r© @.I .@a@.@ u�NI iO eu�ss oNP - 5 �� - — F• a © ®- - - �7•y� " (EE sams. E f �PARATWN\ ®e V * ^---�� (iNiERiORj ®•®ce IJ •©a@•�j G' SHEET ii) Tem LE j IN oPnowu r ®• _ lil - - _ OUT -- I— —CONCRETE: PNLIs' c. Ir/Jl , 3 VApiEs � Iv. HVD � I OUT 6 1 • MAIt, slACK oUT HVE HVF** ' FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' 11 •••' •••S _ C2oi] RIEC0. VtC. 02017 EASTERN UE]AL SUPPLY, INC. �+ A BERT A VTN LTi E C O ASS Ili Accordion Shutter System * : ■ ■ ■ ■ KV. BADE #i W/ OR W/O KV. WINDOW RAM •�,L American Shutter S stems Sty ,/4 TILLIT TESTING @ ENGINEERING COMPANY Y x o 4p mvx oett oParol pr. Lc a•'••. Lno)nP r :mow .1' airs xr vu. ax v++c,.oaa, m,< Association, Inc. I oEo )s-css /2)jt DA2 0) 1]/17 P1- : aos)a]1-lsxo . 1., (xis)8>I-"1 4268 Westroaas Drive v DRAWING No s/Q ••""•'• G\ 11 6'naaoaa.wm West Palm Beach. FL 33407 > NAL o-am6vly wulEii A 1. Jr. RE. . t %- t O7 DC CCAI /alPnunmelnutt- RaRp811e jA116i • _, ___ ALTERNATE NSTAL O W V"" OCK 0 HV MALE/FEMALE "T" LOCKS CENTERMATES 8 LOCKERS �V/ (1) HV BLADE SEE ENO CONNECTION OETAt a ON SWEETS 10 R to ecmwc a.ss OUT IN '�-1 truce OO suu ceiu rwr. w:rctm ox vcxr t ( �a� O O �� ®' K wtlL K UM1+NFli iWIPN 6WEmCCi M1. iW.MYJ . v 6 ] s 6 10 • iwK.tm ¢x th5 55a, nr e[ uXD w:M n4 uamw � Ito •5aa69i•f�lfil.lf9� Pm row tmtms sim. �' s[E norc n raE wu Law J� . T La . p' SFE[i 5 t sma n....Lwnw 1'(�je-iJ 1LLO,j UVLC MXY Mn 5J �MwSM. PM 109t0. "o¢.>m n uan cwwr. imGw. PusirooR xn Jus[r o]m. ov [wu Fy ''`► �all v ° ref °� nil ffi ® ®® E r3T I: y;.. 51AifAL . e CENTERMATES e e• � • L 0E¢I7 Wl M. IL ECOTNc. IILLIT TESTING @ ENGINEERING COMPANY eJv nw xia sL. sh. Joa wzPu waoro, rLnPw vi Pnow<: tJos)annsss . rw.: Oes)e]t-un .-Tcu Enm.¢vacLa� 9- QM]tP w4tEA A t I J,. P.E. M1MOA t:c E atin] .S ATESuAte American Shutter Systems Association, Inc. Q68 Weslroaos Driae West Palm Beach, FL 33407 I9 KY. PPS M SYMMETRICAL ND HDC—HVC W/ LOCK hNT RIORI lii mxertsmtam was®a,¢0 uowwarv"eI m+.su•L Oo.rwc eax(3 rnu.w-wti ¢ ww ne uL [aiwum uar nm¢ n+ eun0 I aETA. Accordion Shutter ILV. BLADE #1 W/ OR W/O RV. VAN AWING No 17-107 POURED CONCRETE OR WURFD CONCRETE POOPED CONCRCIE I FD CONCRETE CONCRETE BLOCK 'WALL OR [OIiCPRE OR CCMCRETE REOUIREO BLOCK w.M1 FEOURtEp BLNALL REOIRRED t n OONCRETE / R CB100[ rcaL CONCRETE M,CHOR- Z-f f14 GAUSS I ' n�INO iOVSS E REQUIRED GU55 / r O 16' O.C. I j - J I 2• WN. EYIB➢kG G(AS$ �i2• MIN. (� - Ml,. SFss tsor y MR. (so: ro a/SS ( �•• �IFOR F W SNEn(Dm MN SEPIY.(Ra, , NN SfPAWiDN EO)-i'} � EO III SgtAtC W(SQi 1/f 61J" IOv 9RET 19 pOR� SUEaBE ai�9h2T � �� � +•. TO O� (SQ • I t, FOR (talcurU IS mA (BOb3- M. l DIFIN^E 5DE' 9P➢60a� PLANE (LOCATE 1/2' mW® 1 $�O@® I/�• 'I „ONS ET 0FOR OF V) AT ERNER 610E UIN 1 �-[ , BAaS k 1/2" URN. OF©) I 4 USE I. OR 2. 1 010a1/7 SM.S. 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(Lo-.A1C AT I OR (9 SEE DETAIL % FOR Oj OR ®. vococ Oivicn s 1 OR ®' aDIER WE orp )III 01 OR ®• SIDE CONNECIION Loa- a •) . a T •®- TO TRACKS 'O-©•�^'�-L•"J•®- BEE DRA)L % FO ®,.©.®-©. - "®' 10'®'©•i�-p•®' SIDE CO, iaci0a END CONNECTION DETAIL 1 END CONNECTION DETAIL Q END CONNECTION D 7Aa 0 III END CONNECTION DETAIL ONCRETE OR a REWIRED ONLT FOP SPANS GREAIER IMAN 12' O• /-EXISTING GLISS CONCIREM REDUIREO BLOCK Wµ1 - - -' AM SI,E- MW. - - - 66H21eE'a fYJ, D a b_----- -'� ' �Awml dlml/2" &U-s rD ar6s (2E o ls• oc. n F a, S-M m / < L. jcccr _ `O O l9AV' CONCRETE \ ©OR©OR®OR® a1 SHii 1 ANCHOR O \ 11 FOR BRIE AND ______ __ CONCRETE BAGEs G)e Q 12• OR SHUT I9 {OM 4 AN it i ED S BAD6OW p O OP I O.0 - - 12 MR, 4 EO G OROOR�OR 2• MIN' 3 MIN. ♦ SCE TIN ANINRS OF VSE FDR I BADEBON SHEET 19 @OR®OR(qOR i,- VIEW Y I OR PLAN �I 1 OR ®' DETAIL X L POURED CONCRETE DR ®-©.Oj . .�,®• ©• ®. RECONDD o` a OCK W" p�®-©.® ®. OP® -©•gyp•©- END INSTALLATION I HV BLADE 08 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL 50 Q•®.®•®, •®.� F O E ©O•®-®•®-®•® IL NEC IN DTAI " G ELORIDA BUILDING CODE Non High Velocity Hurricane Zone' P'�`�p.•' •GEN "•• - exon IsFECO xw, ®2Of7 EASTERN METAL SUPPLY, INC. sF `� ER VTM ��C p A S S A Accordion Shutter System ■ ■ ■ ■ MM Kv. NINOW BLADE 12 '••�(UF�T'C� ,Q• TILLIT TESTING A, ENGINEERING COMPANY American Shaffer Syslem9 On[ aURN,US, w.3ew h. U., us,.1, S RUNI Fo y m,< Asaoelallon, Ino. M/I w@. 07/27/17 Pau+: Ews)BT-153D - Fa.: (.w)a'I-IS)1 4268 Westr, Its rve DRAWING NO /�""""'11 --w: <m«eeeet.am YlesT PDim Beach, FL 33407 Ee AUNT P M.IR A 1LIR 1.. e,WORD. lic I..18)__ __ SCHEOULF 91 1M%IMUM SHUTTER SPAN -L+' OR (ft.). FOR INSTALLATIONS W/ CENTERMATES. (D & ® Or ) or W/ ONE N.V. LOCK 6' or ® or or HO LOCK (a W/ NO LOCKING ROOSor CENTERMAI@ 28@ 29 W/ ONE to-T- LOCK 30 W/TWO LONG RODS 35 TOP &BOTTOM EE ,m -0 NSK 0A63LK N on� 1 mrl e#4 INsrAtunosNs W!L. MOUNnNa ttCCW,,NCq uNm c u IN L-IN L, rn L-D1 30 OR LES I6'-0' HF-O' I6'-0" 16'-0" 35 14'-ID' t4•-10' 15-2- 16'-0' 40 IS'-10' 1J'-10' 14'-2' IS'-r 45 13'-1' '5' 13'-1- t3•-4" 14'-3" 50 12 12'-5" 13'-8' IS'-1' 55 Il'-IV I11'-ia' I2'-1" 12'-11' 60 65 10'-10" to'-10' 1Y-r TI'-it' 70 l0•_6• 10•_6• 10•_9• II•-S• 75 10'-1' 10'-i' 10'-4 tl'-I` 80 9'-, ' 9._6. 1._6. g._g. f0.-5. 90 9'-3' 9'-3' 9'-r 10'-I' 91-0" 8'-,. _ 9'-2" 1 W-10" 100 8'-9 - 105 '-r e' T-tl 8'-9" T-4' 110 B'-a' Ya" 8'-7- 9'-2' 115 W-2" 1 T-.J' e'-i I W-11• 120 8'-0" 1 6'-11' W-2'1 e'-9' 125 7'-10" 6'-8' 8'-p' 8'-5" 130 r-8' G-5" r-10' 8'-1' 135 7'-7" 6'-,. 7'-9" r-9' 140 7'-5' S'-ll" T-1 145 7'-1' 5'-9" 7'-5' 1 7'-J- 150 r-Y T-r 7'-4' 1 7'-0' 155 7'-0' 1 5'-5' 7'-2' 1 V-9' 160 6'-r1• 5'-2' 7'-1' C-9' 165 6'-10' S'-1' 1'-,. 6'-4' 170 6'-9' 1-11' W-II" 6'-2- 175 6'-7- 4'_9' 6'-r 6'-0- 18D 6'-6" 4'-W 6'-8" 5'-TO- 185 6'-5' C-6' 6'-7' S'-9" ISO 6'_4• 6'-6- 5'-61 I95 fi'-]' 4'-]" 200 6'-2' 1 4'-2" 6'-4. 5'-3" 205 6'-r 1 <'-1- 6'-3' S'-1" SCHEDULE 42 NA%W.IIM SHUTTER SPAN* 'L+' OR -L-- (ft.) FOR INSTALLATION9 W/ ONE HV LOCK or ®or Vf/ NO LOCKING RODS (SEE NOTES t. ft) AfD. O[iv, rnwe � Gu) CONCRETE h WOOD 1-MLIATIONS ruu vwmrlu^. RODR/cm1NG uWNllxp I. IN IAI 30 16'-0' 16'-D' 15 14'-10' f4'-To" 40 13'-10- I3'-10' 45 13'-1 13'-1 50 12'-5" 12'-5- 55 I1'-1w 11'-10' 60 n'-4- 11'-4' 65 10•-10' 70 t0'-6' 75 to-i' Ip'-r 9'-e 90 9'-Y 9'-3' 95 9'- ' 1 0 8'-9' W-4' 105 e'-r 7'-11' Its W-4' 7'-7- 115 8'-2" >'-J" 120 6'-,. 5-11' 125 7'-10" 6'-8" IJO 7'-8' 6'-5" 135 T-Y 6'-2- 140 7'-5" 1 145 11 S'-9' 150 r-2" 5'-1' I55 7'-W S'-5' 160 165 6'-t0' S'-r t70 175 6'-T Y-9' I80 6'-6' 4'-a. 185 6'-5' a'-6' ISO 6'-4' 4'_5' 195 6'-J' 4'_3" 200 V-2- 4'_2. 205 6'-r V P.E. SCHEDULE /)3 MAXIMUM SHUTTER SPAN*'L+' R -L-- (ft,) INSTALLATIONS LY & W/ ONE HV LOCKS OR W/ NO LOCKING COS W0.1D FOR MOURT"Go SHEEt 7) C A6�Il W, iNStALL&1 AATIO 0N4 r� Raw7D rxnmm�c faaaJ 1 09 OR RaR Au uWniut➢ 30 35 40 14'-2' 1 IS-2" a5 is-,.1 14'-3" 50 12'-r 13-V 55 60 65 70 75 IT 7 TON LEGEND CRETE & NSORY WOOD A.C, 0. E. MT M, N. 0, P, 0, K & L R, S, & V. G.H. 1, 11. J T, U, W & % O MAa1AUM SHLmER SPAN 'L+' OR i- FOR INSTALIAIKINS tNO MOOD SNAL BE Ut, TO 105 Pal. ISM. DE51GN PRESSURE HATING. t W CORNER CENTERNATE 13 'WW BE USE6 AT ALL MOUNTING TNSTALLATONS. LOCIONG SPEEI=MRS .SNAIL BE A5 INDICTED ON MANDATORY WNMW /2 NOTE /5, SHEET 5. ttE%CEPT MAT M MMUM SHUTTER SPAN 7+' OR 'L-' AND MAIM M AS.D. OE516G PRESSURE OnTI FOR INSTALLAMNS INTO CONCRETE OR CONCRETE PLOCK SHAL BE UNITED AS Fa1ED1l$: t- CONNECTIONS TO KEYSTONE MOUNTING LINED TO +64.-72 P.Sf. 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 1" O HV BLADE Cx017 %neo. we. ILT ET C TILUT TESTING & ENGINEERING COMPANY esss N.. seu. s.. s. ws. u . w6cro. Raw se Pxw : (05)e71-taw . r-: Iws)871-ut u-Tei: tAfRgpvdcm (9-�6719 W41[q A ilN h. P.L ROPoDA Uc F 44t6> A.S.S.A. American Shutter Systems Association, Inc. 4268 Westmods Olive West P01m 8eoeh, FL 33407 L+: MARNUM 4LLOWABL. SPAN FOR A DIMON OTIVE A.S.D. DESCH PRESSURE RATING. MAY. ALLO'NABLE SPAN FOR A GNEN NEGATVE 0. DESIGN PRESSURE RATING. PROCEDURE TO DE, MINE I"MUM SPAN FOR L MWNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: N A POSMN AS.D, DESIGN PRESSURE RATING. ERUINE MAVMUM SPAN 'L.' FROM SCHEDULE. N A HEGAm ASD. DESIGN PRESSURE RATING. NMIN'E MA%11AUM SPAN L- FROM SCHEDUTZ L MA%IMUU ALLOWABLE SPAN 6 EOt1N. TO THE 2VM DETERMINED SPAN BETWT:EN 1+' AND 'L- PROCEDURE M DETERMINE MA%IMUM SPAN FOR BINATIONS IN BETYREN WALL MOUNTINGS BOOR/CMUNG MOUNRNGS: A CNEN PC*MvE A.S.D. DESIGN PRESSURE MAX. SPAN FOR WALL MOUNNNG 1N57ALLADONS, MA%. SPAN FOR FLWR/CENNG MOUNTING GAREN NEGATIVE A o DESIGN PRESSURE MAY. SPAN FOR WALL MOUNRNG INSTA.IA71ONS. I3 SPAN FOR FLOOR/CERING MWNRNG MA%IMUM ALLOWABLE SPAN IS EOUM TO THE IN BETVCEN L,.,. T2+', %'- AND TP-' ) TO ANCHOR SCHEDULE WIN FINAL N"IJUM ABLE SPAN AND NECATNE &S.D. OESIGN URE RATING TO DETERMINE RWDMUN MNCHOR l I NG CODE(Non Nigh Velocity Hurricane tom 02017 EASTERN META. SUPPLY, INC. E T A T„ Accordion Shutter System III H.V. EtAEE p1 / CR W/O ILV. 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DESIGN LOAD Y • PIT OR 1 GR ® SOUMERN PINE NP. - OR EDUAL G 1 S LLAT ON AN J SEOPMWah�psN 1 I I(SESOIECULE I I 1 1 ION sHE[r u) I I I I I I I 9 I I I 1 1 1 II ( 1 2'x6- MN. ME COCK REOLMEO (NO MIN ALLOI%YS) v — EDGE OF DOCK _ -- IF APPUCNF' 1/+'O FMCON OR TMCON WIM ADVANCED MREAbfORM 2" MF•I. HREAOfORM TECHNOLOGY W/Ili TECHNOLOGY WJ 1 1/2- Min. PENCTRAFON OF MRUDED PENETRAhON OF THRWEO AREA TO EX:STNO WOOD HUGER. (SEE SOIfO ,E ON SHEET, IS) ARG TO EMSTWG WOOD H-1I(SEE �OF USE roR � SCHEDULE ON SHEET 15) .,rtFDF,,P ,�'+ C HV au 172 Min. 2- IdN, III WALK -OVER INSTA I ATION 'YS • �✓�' 3 fib I�. a f'.'�t rt� I,J ATI IRF /neTc 020I7 DL1EC0. WO. ILL EC O TAUT TESTING k ENGINEERING COMPANY esss N.x s1, s1..wsMRsa eARRa. naq. u1 Pnone : (30 `J611-1510. Fm : (}OS}8)I-15a1 -mC:IGoo,"i ..<m fOAro6TB aRTEE d 1LLrt 4. P.E. 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Inc. 2 27 17 xeM:(w))en-Iam . F-- : ( SWI-Is2l 4268 Weslroads �Gr(ve ��ss/""' {y\a4 ''/®P.aaw.— west Palm Beach, R 73:07 ORAL EN DRAW NG No M.MR A MUTh.P.C. '7—t07 P.F. CAI /cicunTURF /narc FLONaa Uc I w1et_ �°11id a TOP. EA. E" Ew WJc 5 "MCNI5 N10WID M In_ tlMP'i'N MADE Q.y 1 1 SCE ENO CONNECTION OETAIte ON SNELYE 10 L 10 ry. ML WE T. V lD1J 1, ca_ u (OU ITD 01 ���(N'IM M91 MII (91 j j (y 91 91 9 91 9 9 9 9 6) 9 9 9 9 "Muc CIASS ELEVATION ------------------- COI Tl'P. Sr,Y MORE YAiE, D!]� W/ ] ( S NOTE — nr ..r N/0 (SE xOTE A A^.OLE) -•—�� t� �-t?1�'l4'wlJ 'CJP Yn 3➢AW W1 ro aAs 4E wmuE ax 9¢T 11 Em a/DE Q: AACWMS--fM-- - Q 1. RAIL ALL, DEMON PRESSURE RAMI .110. - 110 pal. III Y. WX. SNIRIER SPAN: BB• J. AELONED YOUNIWGS: A D. 0 N N ON SHEETS 6. ); A6 RM AS YWXBNCSµ 1 T, U A, W ON M,,, i6 h 17. ��Ty (80M M/ A ON /�.,y�� ARE ALLC,VD WTN ®1 S�OANpLgYy�C�ENIFfiW STIG_E__ _OR OPPf�XG 1ATPli. DI CASE OE OLIO . 5. 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YKUUY SPARATION TD QASS S EDULL PEF ABN E-11B8: MI.9 20.`IEIII YN!WY ,EPAFAPO.Y TO CUSS I NRU J;Ii r A11 1 6.]5' A1A �`.••�,�GENSF'• V,',' 03017 TERCC. NC. *2017 EASTERN METAL SUPPLY, INC. C * x �L� �+ A■�7■S■A■ BERTHA TIA Accordion Shutter System •'•,� Q' TIWT Amerlea0 Shuffer Systems 'N.V. MADE y) w/ OR W/O HV. WINDON BLADE ascumox WE pwrN TR. LL Q 6 z ! q �••.. Lf)ort1P:'_4E. TESTING @ ENGINEERING COMPANY IUM x.e JAA F, u.. Ja ST'.-'TWA c(JM)SI-I enex.: (Ja"elen-Ivo. Fx.: Asscetutle0l IDC. 4268 Wos(rME Olp IS-OBS /])JI wID 0]/))/D •'•"" � 1 rEB-OCC671D 3.uln pas)ea_lan Drive West PDIm Beach, FL 33407 Fi�4 DRAWING No •/wF :I. P.C. 1DUT 1 / O / 0 r CCAI AUTrec I.— ROROA 1i[. % 44167 b'r 1 i/@'. 0.0M' iMIX y tlAPoES iA. C-Y D&V. GRADE KO Min. CSri 1 y 2' Mar. AT le 4ETµ SPJDS AT IB' OC. ya, ' W a 1/4-. Does MiCK Mi,.I MTV. SiCL11rtM1( CM, X, i a 65] -60 43c 43a a' O.C. a 8' 0.0 In) fA4rFtl{D r0 SIW$ /aMnle Mo scams CM i n�aPn.l IUBc�E EAISTVC CUSS MIN. SEPMIATKV ID GLASS (SEE SCHEDULE) A Len �-.0 scKLvn cr, I � t k IMWON fKE w D.Wa' MIRK VAPoE6. Min. ASI4 A -ES! GWDE etl .'F. Mda.• Mn. 8-EO A, GASTEEL MEIAL snus ar le. D.C.. ;n, * AN FOR BERTHA 1 HV B enE Ac DION sHVrTER SYSTEM IN TA1 I eTION TO MEFA STI D WA I o 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (Ps!) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. ONLY 4 U E ICAL O1 (2)ARRANGED MNMUM) M STOALWAYSW BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE, 1/2' 39 �* BLADE SLACK DETAIL HVF IS ALSO VALID FOR T2 CENTERhWE 21 APPLICATION WITH BLADE 70 43b 6" O.C. MS WALL HEADER/SILL INSTALLATION �EKSTIFC EYA6a •+Fil. V IrvE CENT RMA Ee Nev/i oil 11111111. I —I 2.000' Mw. D83 n L oejo�a' ®.1/4"m NOMINA ALUMINUM SLEEVE 6063-15 ALLOY ;DUCE � ",�3.000• ty Mu. WIND ZONE IMINIMUM ASTM E-1996 SEPARATION PTO am I THRU 3 f 1• 4 III 4• NHSN AS APPLKASLE h BDirOu) 43c LENCTN ♦ I' MUST PENETRATE L]R'� .250" I- 1 050' 1/4•0-20 THREADS t/4"Is E C ONSTRUCTION MUMFAB—LOK HD COMPONENTS SCALE: 3/e'e In �I "-------_-- "ems- -- (Cont.) a Vz' (ryPJ HYA - - — - , /� "r_ - --72 S ilWV ;nd - 24 _T t T HVIS BLADE SLACK DETAIL HVF HC .2812 XaCO. I.,. e' zERS." :J;p' IL� ; TILLIT TESTING & ENGINEERING COMPANY a3s4 x.e. xa. st S".1 W. w, f.. i(MnA. R0.ew ne Ctl mane : (eD n-.." 6.W . F4.: (3D3)an-nn ' {✓''•. Q.,i C4 t1 -m 11 llltteanm:om te_oaaene sq P.mlR & M4P.E F 1 44167 -- - °� - �_6 I(2' urx. SLACK *'� FLORIDA BUILDING A■S.S.A■ American ShMNer Systems Association, Inc. 4268 W¢slrooas Drive vlest Palm Beach, FL 33407 NJ NEPLwsl DLDS L VIEW Y SIDE CONNECTION TO TRACK CODE Non High Velocity Hurricane Zone it 201) EASTERN MEtAt 6UPPLT, INC. E THA tM Accordion Shutter System RV. MADE #1 W/ OR W/O KV. WINDOW BADE V. „ ',. MCR. D.rz eMnv LA. I a_D 15-065 )/rJ/I 0 wrz: W/2)/U 1 2 1 3 DRAWING No ' 7-107 1 4 , • 4 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F) FOR ASCE 7-40 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET �K BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF I- LESS THAN 7'-9" I- GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3' I' GREATER OR EQUAL THAN 12'-3` HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE ASD. ULTIMATE A.S.D. ULTMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S0. 0' - 15, 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.7 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-JO' 86.2 51.7 115.5 69.3 82.4 4-94 107.7 64.6 773 46.4 97,4 58.4 > 3o'-a0' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 > 40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 > 50'-60' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9' 872 52.3 109.9 65.9 * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. ** L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. aYAt* PRODUCTS WHICH BEAR A MbWI-GADS COUNTY OR A STATE OF FLORIDA APPROVAL BULD/NG'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.SF.) FOR ASCE 7-f0 - PEAK ROOF HEIGHT GREATER THAN 60 FFFT k BASIC WIND SPEED = 170 mph RISK CATEGORY If BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE COPY PEAK RECEIVED ROOF HEIGHT JUN 2 81018 (") > 60' - 70' Permitting Daprtment St. LUC16 County > 70' - 80' --go. > 80' > 120' - 140' > 140' - 160' > 160' - 180, > 180' - 200' > 200' - 250' > 25W - 300' > 300' - 350' > J5o' - 400' > 400' - 450' > 45o -- 500' b* LESS THAN 12-3' 1- GREATER OR EQUAL THAN 12'-3' POSITIVE NEGATIVE POSITIVE NEGATIVE ULTIMATE A.S.D. ULTIMATE A.SD. ULDNATE A.S.D. ULTlNATE A.SD. 97.5 54.9 1677 100.6 84.3 50.6 148.4 89.0 93.6 56.2 771.E 103.0 86.2 51.7 757.9 97.1 95.6 57.4 175.2 105.1 88.0 52.8 7550 93.0 973 58.4 178.4 IOTA 89.7 53.8 1579 94.7 103.2 61.9 1 189.2 113.5 1 95.1 57 1 167.4 1 100.4 705.6 63.4 193.6 116.2 973 58.4 171.3 102.8 107.8 64.7 1976 118.6 99.3 59.6 174.9 104.9 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 117.8 70.1 216.0 129.6 108.5 65.1 191:1 114.7 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 128.8 773 236.1 141.7 118.6 71.2 208.9 125.3 I.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE /NFORM477ON FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER /F USED TO OBTAIN A ONE TIME BUILDING PERMIT. J.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND ASD. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED IN✓AUD IF ALTERED BY ANY MEANS. S) DESIGN WIND LOAD SELECTED BY THE CONRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE17AKE OFF SHEET, ETC.). FILE C®PY C lio.,0�61 N iF .e ST#kn Z PE OF C4Z.1 0 GO' 41 2017 (6th ED/NON) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & IND14N RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & BAH4MA SHUTTERS *** DRAWN BY RISK GIT 11 BLOGS 08/09/17 L E C O i N c. WIND PRESSURE CHART DATr TILUT TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph . EXPOSURE D, Kd = 0.85 17- 194 9feI7 I=. Fv: 63Sa NW. l6N. SE le. V/HGIMI G44GEh5. M1 Sft6a DRAWING No Plwne (J0-SM(lOSJaT-10T1 Iay. OfSG> mm 1 m.. ee unvvlua drt WL A DLL? Jr. P.E.I otA rs-tea /t a FLORIDA Lie. 8 44767 I I I I SHEET 7 OF f