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HomeMy WebLinkAboutPLANS-GENERAL NOTES: f. BERTHA N.Y. ACCORDION SHUNER SYSTEM SHOWN ON TINS PRODUCT EVALUATION MMU0 i 1p,ED.S ALAS BEEN MUM FOR COMPLIANCE IN ACCORDANCE WITH THE MIT (BIM EdT%81) OF WEROibOA BUILDING CODE MS ACCORDION SHUTiE0. SYSTEM SHALL "I BE MSTRLLED AT MOH VE.9 NO E. ZONES. DESIGN WIND LORDS SHfBl BE DETERMINED AS PER SECTION 1620 OF ME ABOVE MENWP E0 COVE, FORA BASIC WIND SPEED REOUAM BY ME AUR3WCRON WHERE SNU TER WILL SE RIVALLED WITH A ERECtIONALM FACTOR KE=O.BA USING /SCE 7-10 AND SHALL NOT EXCEED THE MNOMUM (ASD) CESM PRESSURE RATINGS. INDICATED Be SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERUY THE ABOVE CBNDTIM. OLRMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL BE PIRST'REDUCED TO ASS, DESIGN WIND LIMITS BY MICA PLYING THEM BY 0.6 M OROERM COMPARE ,ESE W/ LM1I. (XID) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 INRU 15. 19 & 20. M ORDER TO MODIFY MAT COMPONENTS AND ANCHORS ON MIS P.M. AS TESTED. WERE TIN OVER STRESSED, A u X INCREASE IN ALLOWABLE STRESS FOR 1MND TOMS WAS Na USED IN THEW ANALYSIS HOWEVER. A WIND DURATION FACTOR Ca-140 WAS USED FOR VERIFIGTDN OF FASTENERS M WOOD. BERTHA X.Y. ADCORMON SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MtSSU IMPACT LOAD HAS BEAR VEPoFTED IN ACCORDANCE WM SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE M PER AR REPORTS: -XV G ADE (D #0214.01-03, 10715.01-G3, 0100451-0% ¢1214D1-05. 11030.02-06, (U60B.O1-iD"0 #0210.01-11 AS PER TAS-201, TAS-202 AND TAS-20 PROTOCOLS AND ASTI E-1856 AND E-1996 STANDARDS (MISELE LEVEL D, WND ZONES I, 2 & 3) & /I22D01-10 AS PER EMS 201. 203 & 203 PROTOCOLS LARGE MaSlt -HV WINDOW BLADE p 10505.01-08 AS PER ARM E-1886 AND E-1995 (MSERE LEVEL 0. WINO ZONES 1. 2. 31 BASIC PRORCRON BMW AND ( O7ZSGt-88 AS PER PAS 202 PROTOCOL 2, HIM 819E 0 AND HV WINDOW M k E ® ARE ENGNEiRED TO WORK M UNSON WIM EACH OTHER UNDER THE GENERAL UUTATONS AND MNDMONS OF USE MOCATED ON SHEET 19 3, BERTHA N.V. ACCOR010N PINS (HV SCREWS), USED AT BLADES RNUCNS MO FOR DIRECT MOUNT CONNECTION TO TPMNS SHALL BE 914x2.75- AND 014a1,7V RESFECRHLY, 410-HT MINIMUM SERIES SUNLESS STEEL SCREWS Y,TM 135.0 AN YIELD STRENGTH AND IND MY TENSILE STRENGTH, PINS SHALL M COATED WITH BERTHA XV GACR05NIEM CMTIRG SYSTEM AS MANUFACTURES BY APPRDVEO CIATNC APPLICATIONS, REOISTEREO WITH "1ERJI SNVITER SYSTEMS AS56CUTION. PINS MU51' BEM WE NV MARKING ON NOR HEAD, 4, ALL ALUMINUM EXTRUSIONS SHALL BE ALULONUM ASSOCUTON ALLOY AND TEMPERAS NDI04TE0 ON SHEETS 2 MO 1 MINIMUM YIELD Sa'ENG, FOR 600-TES ALLOY IS 30.0 W MD 35,7 LAM FOR 6005-TS ALLOY, 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AS SEOES Be CORROSION RESISTANT COATED CARBON $HEEL AS PER OM SOOTS WITH SO NA1 MIN. YIELD SIRING, AND 90 , MM. TENSILE 51RENCM. AND SHALL COMPLY W/ FLOMDA BURRING CODE SECTION 2411.3ZA, 6. BOLTS TO BE ASTV A-307 0"VNRZED STEEL OR AS X14 OR 316 SERI STNNL£BS STEEL WNX 35 Eat MINIMUM YIELD STRENGTH. 7. SEE ME FOLLOWING SHEETS TOR WNW SPECIFICAPON& NV BLADE 0 : 12.13,14,15 ,AND 20 NV PLUBE 0 & ® WORMING N UNISON: 12. 13 & 45 B. TANS BERRM H.V, ACCORDION SHUTTER SYSTEM BE"5 A US. PATENT /8'77G,581 COMPONENTS OE MIS MPROMAL ME COVERED. IN WHOLE OR IN PANT BY US, PARENT W450,178 ISSUED 10 EASTERN METAL SUPPLY, ING 9. R SMALL BE THE RESPoN$I®NAY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE WHERE SHUTTER 15 TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SM/CALRX ALL SHUTTER COMPONENT EDGES WHIU1 INMAN, THAI FYSTEwNO IN CONTINUOUS CONTACT WITH THE BUYLNNG TO PREYENT WNO/RMN INTRUAM, 10. EACH UNIT MUST BEM PERMANENT LABEL IN 'A VISIBLE PLACE WIN WNRN:NG NOTE ITURNG PERIODS OF XMIRCME WARNINGS HOME OWNER, TENANT, ON OTHERS; MUST PROPERLY CLOSE AL HY AND HD CENRRMATES AND ENCAL:E OR LOCI( AL HV AND HE LOCKS. 11. SHUTTER MMIUFACNRd'S LABEL SHALL BE LOCATED CH A READILY NAMPLE LOCATION AT ACCORDION SHUifER N ACCORDANCE ACTH SECTION 17M.13 OF FLORIOA BWIMNO COOS ONE LMEL SHALL OE PLACED FOR EVERY OPENING. UBET.ING TO COMPLY WITH SECKM 1709.9.2 OF THE FLOPTA, BLhtdNG COOL 12. BERTHA N,V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SI COMPLY WITH SPECS INDICATED IN THIS MINING PLUS ANY OUTLAND AND ZONING RECULATGNS PROVIDED BY ME MRISCI $ION WHERE PERMIT IS APPLNO M. 13. (A) INS P.ED, PREPARED BY THIS ENGINEER S GENERIC AND DOES NOT PR9IOE [INFORMATION FOR A SITE SPECIFIC PMJEC% L.. WHERE ME SINE CONE TIGNS DEVIATE FROM THE PSAL (D) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF MIS. PRODUCT, OASED ON M5 P.M. PROMISED HE/SHE DOES NOT CEVMTE FROM ME CONDITIONS DETALED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SAE IS ME CONMACIOR'S RESPCNSWILIT'Y. (1) MIS P.E.D. WILL BE CONSIDERED MAUO IF ALTERED BY ANY UEAMS. (4) SITE SPECIF C PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED EiG.NEER OR ARCHITECT WHICH WLL BECOME ME BADNESS OF RECORD. (CDR .t FOR THE PROJECT AND WHO WILL BE RESPONSIBLE MAY ME PROPER USE OF NZ PEA ENGINEER OF RECORD. ACTING AS. A DOZEGATEO ENGINEER TO ME P.C.O. ENONEER SHALL SUBMIT TO MI ' UTTER THE SITE SPECIFIC ONAWtNGS FOR REVIEW. (0) ORIGRUL P.F.O. SHALL BEAR ME DATE AND ORIGINAL SELL AND SIGNATURE OF ME PROFESSIONAL ENGINEER OF RECORD THAT PREPARED M GENERAL.. NOTE$ SHEET 1 SYSTEM CONPoMENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW 8fADE & MMODW OFT". TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTAEAROFf DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 CEMERMGE DETAILS HY SHEET 8 CENTERMT ALTERM1WO DETAILS NV SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET t0 MAYTMUM SPAN TABLES SHEET it ANCHOR SCHEDULE- CONCRETE & BLDCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET is ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHMMLE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 MSTALLATfN , DETAILS S-X, WOOD SHEET 17 ENO CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 TYPICAL $NUTTER ELEVATION SHEET 19 DETNLS, METAL SRN WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN I IPERMITS IN THE STATE OF FLORIDA pY SCANNED "' BY Styy 1 /� /� S . LuciQ 1 ,F 11 } to yZ.;6ENgE'`,.P s � } '• � :. T � • AS =1711TECO, 4K. IL o ` A■S■S■A. American ShuHer 5 slDma Y Association, INC. 4268 w65(TDOt)B Ofiw west Paton Beach. R. 33407 (D2017 EASTERN METAL SUPPLY. INC. B ETH HVTM Accordion Shutter System Ttv. arBE yt w/ OR w/o N.v. »tRnoa' BLADE TILUT TESTING & ENGINEERING COMPANY MY .1 Ax,. V, v 30A. vincau R HUROA cM, M.: 1305)571-wc. Foe,: NI R-q11 -e t W06,19:w* 1tiAME�A MUT I, P.E. noFQA Me. 1 44i67 . x aMN" ace vAn Dw.WX BY Le 1 OLD 15-085 7l27/f DATE, 07/27 17 IAA ` WAL� A'`' P:E. �$£Atf$flkld6RE/DATE D a RRASNNG No 17-107 4 SHEET __ __ IDER US PATENT # 5458179 V WINDE OW BLAD OF USE OF GLAD ON SHEET 19 6�HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE' 63-T6 ALLOY A O R 19V` r- 6G w' y G]0 LB$8• o�fJ HV CEILING HEADER QtiiJJflEO FOR USE W/ HV BLARE I ONLY, SEE SECTIONS FOR VAUD 6063-T6 ALLOY AND TEMPER I � ✓� M!L % 1R4 T G4i L f i .G83' �1 U SIDE ANGLES O ALIFIFp FOR USE W/ HV °cat I � , 3G3• I s. • THY UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV SLAOE(D 6005-T5 ALLOY AND TEMPER HV HEAD )ER/SILL (� QUALIFIED0S3RT6 $ALLOT' AND 7BtLAADE HONEY i 5 ALUMINUM ANGLES QUALIFIED FOg USE W/ HV BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER (�}HV WALK —OVER TRACK QUAUFIED FOR UjE W/ HV B A0E i 6063-T6 A[LDT TEMPER (41 TEMPER N'VVO w A 6 TI n Q 2` 3' uAz t!8' ire' 19 R.$' 9 3' S' NUC 0.t39" 0.131' �Wj-.__ Ds6ro mTEm, We — ECOT.c. TILUT TESTING &. ENGINEERING COMPANY i, � Gxss xA. Btu. sT. m. soy x6meu ti reDr,, nmv as L " Pbgq: (`ABJBT-1 }]0. FCR: (]OSJG]I -163t OU&UFlEO USE W/ HV Sao SOR 6063-16 ALLOY AND TEMPER Ii. 6 ` 994' AW 842 I -J 19Etl — HV TRENCH TRACK QUALIFIED FOR USE ALLOY . HV BUADEALL T. I 6061-T6 OY AND TEMPER TEMPER A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroads Brwe West PDIM, Beath, FL 33407 CO HV RAINGUARD QUAURED FOR UfE W/ HV 6063-T6 BLLLAODYE4 D TEMPER, Accordion Shut KY. BADE #1 W/ OR W/0 KV. i I� tf HV CENTERMATE FOR USE W/ HV BLADED& 1�, LY 6063-TO ALLOY AND TEMPER ALLOY "A" R "n,"t OVTD" `3 HV M7NTgRMATE �^� 1566' I LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE VI HV BLADE E9 ONLY 'HV FEMALE "T" LOCK CENTERMA QUALIFIED FOR USE W/ W RUDE 1DONLY 6063-TE A0.D, ANO TEMPER QUALIFIED FOR USE W/ NV BLADE ONLY 6063-T6 ALLOY ANO TEMPER 6063-T6 ALLOY ANp TEMPE t 1 bra' •t° 21A' �.R HD CENTERMATE W/ NO LOCK10 ROD 1 QUALIFIED FOR USE W/ HV BLADE( t1A, 6063-76 ALLOY AM TEMPER ® LOCKING ROOD OUALIFEO FOR USE W/ W BLADEQ 6063-T6 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPS 0' i F��, tii HV 3/8"6_16_A( un nc / r QUALIFI6ED yFOR USE WANp v EDA,CE. I�& f 31/q' i r—t/s-a HV 0-20 AISI 304 VU�ERI S.S. THUMB REW-R DUAUMED FOR USE Vf/ HV BLADE V 02017 MUDD, INC. �.,) MMtua EWNfL �Q bRf6$ YUW! er_'• lII I St6' MUs$CIINp:R ORISS LIU'16W 6� Di)(OYN (BfRpY4 PW[Oy HV LOCK HV EGRESS LOCK T' QUALIFIED FOR VV/ HV CIUAUFlEO FOR USE IN/ W e ONLY.. BLADE ( & 0 ONLY. 250. O.D. 5tS' READ TO ' 2 ISUiaV „ cl .36b' AFTER RA$BNp 4"P--20 x 3/4" BEFORE RIVETING " SIS THUMBSCREW 1/4"0-20 RIVNUT+ sERl6s Rau muumuu {202,-n uaar) IARa£ EtuwS TXW 66I I 5 V MMVEI, PW / 08M A4 " WACIURFb 6Y AAm CMR.�R,t�ATEAR I PA IAPEM. " i CT 0"51 oN ECV". �¢ }mil "T" LOCK I' 'E-v HV ALTERNATIVE LOCK OVAUFEO FOR � USE OUAUfIt f0Q USE 1V/ HV 1V/HV SLAD£CI, ONLY. BLADE 1v ONLY. I _ass_ i SAS' 0� O I R0� RY RECENT 11HUMOmas CMAfR OR nt MET GNDER 0925' Mn. 0 - I .12F Ma+. b @Wa T UTURN CDAlDER OR NEY ,d8 uR.. HD LOCK MOOSE LOCI S SERIES 2J33 HOOK VOLT LOCK. R USE W/ HV BLADE& -�1 L Eco A.S.S.A. aDE#1W,OR NV. anDE gi w/ QIt 'k ; TIWi TESTING &ENGINEERING COMPANY American Shutter S fame 7 . x DTzcwPnbx NSS X.W.MI.. N. Aa.3G3. NR.\ NRfEti4'IAMAAd, AssaelatlaIT Ina. t OLD I5-M fi ,. FYI- : (x e)6T-,aJb . P,. ; ESbS)6r,-,55, 4288 Westcooas D,(ve 2 A -moa: IaNcwaaP;cem ®-abbaT,a West POtrO 8"Ch,.. FL 33407 3 AS nVaNu A ...Gl A ,� ELDkDA uE t sat6r f 3 MNG No 7-107 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV �1 HV BLADE 1 ® NV BLADE IA ® HV LONG RECESSED MON BUSHING ® HV SHORT RECESSED NYLON BUSHING 4� HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'x3/16" THICK NYLON WHEEL. DA88'0 AISI 302 SERIES S.S. RIVETS 4® HW 1 3/4- ACCORDION PIN W/ #8 HEAD t ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW EXTERIOR 3 )FOR 0 FOR (( ® or ©3 1- REECUINREMENES) ON F' @OR pry :in HaVW UIREMENTS AT EXTERIOR 131.4DE KNUCKLE FOR' G?OR Q� (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR 9N _ I BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV (9 BLADE. j PICAL SHUTTER ASSEMBLY n..s. MY q�+.y (2) HV PIN ®MAY BE USED IN LIEU 4F ®AND ONLY AT PIN aEXTERIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ P0v21• SEADE'S KNUCKLE.-\ BLADE WHEN CORRESPONDING TO INSTALLATION "It", SHEET 7. 3 (SEE NOTE W FOR Hat REOUIRENENiS) i3) HV PIN ® OR © W/ 1/2" O.D. 1/16" THICK S.S. WASHER "HALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'BA :.HEFT ® sEEL CARRIAGE DETAIL #.RREMBLY LAYOUT 9'[Oli TtIE[e, wC. 171 L E C O L„c. TILDT TESTING $ ENGINEERING COMPANY 6]53 riw. ]9 5 51.. tpA 1tRaNN. w.N54 PllWdi " PMne t {Soslei{-tssa . m.: 005NIII-I"I .-mac: sneceoia.cwn ®-OMSiI9 Wk1EH q ry{yT .Ic P.[. ftaPA. 4:. � ltibi 2 EXTERIOR . 625- t6i5' J. BiaPE Hess' �Tfffita-F A6ri �.0625• t c a/. ON cENIERS tY NRt. CIriNRCE i0_._t_J N nc>ms, uv-JIHNNLGU UKA04 INNOVATWE PLASRC HEFT 19. (SEE NtlTE ON SHEET 10 II i POLT`CARBONATE SOURCES FOR mrxk mvmcs. uansls n ».im MSWi msel: wa'au. vnrrtr �� nn arM aw3 mM' aw3 W.4 L�2GIwxx: tom[ vmA momtx uw cev a.soo e.0 Psw o-.+. n :.aP .s+v Prob ,Two o u ,uoo Pu Reec.+il t,caKes lu AiIN mw Swvn P.L vabw w+ W+PID uw u'iu mex t5 n-� it n-pM SYpIF WSRI I51u MaV .T3 f Alb s Y4 Ms a euunc ,.m oea5 c-I pIA o-t wss Se( w:mzx I ♦sry mws A W r xa r sfe>�R I rsu wss tEKM1L mettcN,n IN II'.M romT s;rwc an.+rdrai KIY Ub ,sW NS a!O[ PLL neI P..L Cb.> Pv[ 485 w: AI.SI.S.A. American Shutter Systems Association, Inc. 4268 Westnocds Orive West Palm Reach, FL 33407 No 07 VI Inn NE ITV LOCK cr � SHALL IBE USED AT 1/2 OF OF SHUTTER. SPAY FOR SPANS UP TO 105'. AND MAY BE USED AS AN. INSIDE 0jt OUTSIDE LOCK; ATE • 1/2' LONG FLAT HEAD SS; M.S. LOGDON OF LC / F DES LOCKS I ¢y OR (0�Y BE UBED ASAN INSOF OR �(���} UCCAA INS 8E AS IND BE AS INOIG7FYi ON 1 C O1 `E5 . OPDONA CONaRION /2 IY,WD ONLY WHEN M /2 IS USED W/ O H.V. LCCKSL LOCKING RODS E USED IF DESIRED TO ENHANCE SHUTTER PERT MAY ALSO BE USED AT STACKING POS910H (NON 4. I N /2: ONE NV LOCK AND INSTALLATIONS AT Rfl5"TtItMABNr}p•-F,gCK.P. ATTACHED TO 23 CORNER CENTERMATE W/(2) 1/4 0 AT TOP h BOTTOM SHALL DE USED.. LOCATION OF M OMUM SHUTTER SPAN SHALL BE DETERMMm AS gg A SMANDAIDAY 99 [ 0 9 ONE ALTERNATE HV LOCK 2t MAY BE MH INSTALUDONS AT ANY ELEVATION. ALTERNATE LOCK OF 1/4.0-20x3//' S.S. THUMBSCREW TO @C, OR RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE L' A LOCKS AT 1/3 OF SHUTTER SPAN, 6. MANDATORY CONDITION 43 MR KEYSTONE MOLINn' USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR TO 96', 910'FOR INSTALLATIONS. AT ANY ELEVATION, I OUTSIDE LOM ATTACHED TO 0 or 0 SYMNEIRICA. ., M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON KV "T" LOCKS AND CE OF CORNER I. SFm"a ALUMATF'To MANDAORY CONTKTMN 1, CENTERMATE �_� ONE ALTERNATE �j w tw V� waw.10 •�" WORD AT ANY IN OF LOCK INCLUDE 10 •�,w(j f'wjlw CONNECTED TO CENTE �'O • A-µwO w MMWUT 1/p' llp3clMtM PBPIE AI/ ISM 18w�S•�BwO.q�w Q' wT 3-(1 . O TYPICAL n HV BLADE SHUTTER ELEVATION Tt1vLoacRp9on �F N.T.S. AS AN ONSIDE OR OUTS RONFORCEMFNT INSURT MWPAY OR 12" MAWM CRMENT OF HD LOCK }Tt,` ON SECTIONS MDB- ABOVE IADSPAN. USE OF R ELEVATION. MMON Al f REQUIRED A DCKING RODS POSITION), 1 BE AS MDICA NIBEB, UP ;KS TO CENTERMATES f0 iW0 HV AANDATIOW CONDITION POSITION, BUT MAY ALTERNATIVE DEVICE VATES'FOR ANY SPAN OR INSIDE LOCK, M_MCKING RODS C!� BE USED AT 1/2 OF SHUTTER SPAN OR TWO INS- ONE HY LOCK 0 Pr a or 0 SH BE R BELOW 7/2 OF SHUTTER SPAN FOR SPANS UP P/ 0 MAY RE Dam AB AN INSIDE DR W/ (2) 1/4'-20 P 1/2• LONG FLAT HEAD S.S. TER ELEVATION. USE OF LOCKING RODS 0 W/ 4) RNATE HO LOCK MAYBE USED IN MEN of IN, ALTERNATE HO LOCK a MAY SE USED W/ 3 /e A 31W K.H. S.S.M.S.. AND INCLUDES NW, SHEET 10, LOCK MAY BE RIVALLED AT RODS I� IS COMPLETELY OPTIONAL. "; A11, ' GEM, / v a :" SF'•;? : �Lr* 0;',.? d 13i .,.S/AN,A,,L 0W17 ATEGD, NC TLFEc TESTING & ENGINEEOMAY 6Ay N.N. d6V1 A. $G. Spl, MgvMA RA_NG,., P vwe : WSA71-15, FED : t)s-IS, �n110wµa pE 110ROA Lo. a t1167 A.SLS.A. American $1MNef SY9}BRS Inc. 4265 WestaPavew Vest Palm @IcchFl 33407011 . 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTm Accordion SystemShutter Nv. BLADE ,wl aw/oKv.wmv atN oAYTILLR LC. is-OSAssociation, OLD 07 27/ 17 ` LITT W1, t s�'•NG\ o c1 G[A� YC1e+Ff/ii�oF An,Yc z oE 1 1 CHF4T Mal RM CONCRETE POURIT, (SEE st;Kv,uE cN COMPETE S� 13) ORRCNM me"/ am RE aso IF AMQIM CONCRVIE ANCHORS AMUNIED (ME MN�ecs S.w n CEINGRER ANCHORS LOOONE SCREV's (SEE 'DME as W/ 1/4- 20 NUTS 0 12, (M WKEDIVLE ON IBW 13) V719 F URENG 1/4--20 NUTS T to 1/2,-, IL 11 ; I a IV O.0 - r" E, 0- 250' Uar. 13 0A ly I � 1 13 OR E. V.." .2W E Op" II E0. OPTN as� OR 1 OR SEPARADEN —(SEE sc�E TO cuss, G 1 vcn� EPAR*wn To ME ON Sim I Matt s �K ON SHEET 11) snNa OCO HV WALLkHEADER INSTALLATION ,OA HV WALL HEADER INS HV WALL HEADER IN IE Ma_ SEPARATION MM _aa� 0 170 i ORsEPAw.rroNm cuss ts Ism SCHEDULE (SEE 5��a 2�r stioull)) i�(Sfx scHEGME on SHEET tq­ tl-0"Oum liFilM... I 114' 1/1 a a.., E. 3 @ OR L LEO, E. E0 d Y i 42* 1 -7- I Yin. CONCREIE ANCHORS I I 1 MY, 'a (37 1 @1 P Ps IMES HEAD so�j ENRI SCREW5 U"G " j 114m-20 NUTS 0 12* 04, r— VaNcF.] f ANCHORS IT�'�Oj-210/4' S.S. PMWn VACWMR HE EWE .1 4`20 Mae 0 12 (EVE SCHEDV� ON SHEET 13) LCRETE MARRED CQNCRZTE� SHEET U - MUM CONCRETE CONCAM MOEN REQUIRED HV WALL SILL INSTAULATION y^ ANCHORS I= SCHEDULE ON OR COsICREPE SLOC,O RZOAARED (-F) HV WALL RE COMMETE shosT 14) SILL INSTALLATION OR CONCRETE BLOCK WALL REMIAW EO HV WALL SILL INSTALLATION INSTALLATION ATION DETAILS 1- SEE a`EET 4 Me TYPTM SHUTMR ASSEMBLY 2- • - EDGE MWANCE•a SPECIM(sMONS ON SHOT UbATYNS OF UEE MR SEE A t A ON SHEET 19 HV BLADE MOIJ19ING SIMONS CAN BE CVAGINM ANY WAY TO SaW ANY 4NSTAW jt'VK FL. Tit iN.- FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone: M17 MIECO, mG 02017 EASNURN MUk SUPPLY, INC, BERMA 71 Wic 7o ASSA YM Accordion Shutter System az Ewe. TIMM TESTING & ENGINEERING COMPANY P.. w m American Shit S t ems M or RV. GLADE #1 W/ OR W/O RV. WNCON EILACE 1W..j Orech". I ATE ceam' . E.E. ()AID wa W E.- ses M� �' haRRE, mm Assoclatt", Inr I I BIG 15-M 04M 07/27/17 (305)871-1m. I., :0013371-vul 4268 West,aces W Drive West POIM Reach, FL 3zi.w 2 3 r7Mjs" DRAWING Na M-Ec "1712 WA M A. Mal ". Re 4 F.' FLOROA Ha1 ..167 s I SNFFT POURED CONCRETE ANCHORS i uN 6avrtaeAa L T CORCRETE (SEE SCHEDULE ON SHEET tJ) V.�%aAE¢z(� t 1 OR EXIBT1Ha ' I L ID cuss T REWIRED EOGEN �" ams 12 u0 Gu53--j awunrl ngslt EXISTASS ax6tDm ` r } 9 . �-E a 9i0x3Jx• HEM IwxHER HEAD I 1 OR 13 oR 15 . J/a Nv. TCK SCRM 0 12' O.C. / CONCRETE ANCHORS M I ! V • 7 (SCE BOHCDULE ON SHOOTwvuCA CE omm�G I EDae aF ✓ / r / ' r r f �� / ." EaE uF } fq f PASS—� Ae. SavPalk, APoUG9IE "0,l i a', 2, / S'41E O P r y)1 r �,r imuu4tE ' fia-Ks lffC / APPIKRPt£ PED1 r ,•l POURED "1 1W'1 m6 i of mao ♦ POURED r t r . I�r f Ai C RE'IEJ E. 6 • CONCRETE FLAT HIM CONCIZERE �HORS (SEE SCHEDULE ON SHEEI 14) ' m9QT meat T O CONCRETE R ED OAT HEAD CONCRETE ANCHPtS REWWRED s0)AA9 REWutCA r . Dt E. M-- � (SEE SCHEDULE ON SHEET \ r----- u) vnuo ONLY FOR UP Tao �i6ION PPSF X&o. 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RADE #1 W/ OR W/0 KV, WNM EIA➢E 'p0 e TIU.IT TESTING h ENGINEERING COMPANY American Shutter Systems - H Rwamlox wm DRANa go Le ='cF: •.. 0 P axY eE`a «. uu. s.. am. are nrewu cumvn. 2wRa. axle A Soclatlon2 Inc. I OLD IS -CBS 7121111wTC: o1J27/1> P w„ : (wsjea-1 .m , Fc.: (M)e71-un 4268 Westroods Drrve a S/OPAL j1r fl�.fto< ^ West Palm Beach, FL 33407 a DRAWMG No IN-.e"'W want A =r Ar. P.C. A 17-107 P.E. SEAL/SIGNATURE/DATE « M La r 44167 a SHEET e 7 OF 20 ULS ON SHEETS 10. de 18 IN ! Ezmma Guns I � Wow©• O�Oa � D •4��^ n• �© }tact f SRS. a 4' lu ' �} HVA Min, st�aRanox a© � _ TO cuss 3 (aN$EsHCOVLE I N oma:+eL F W ERaR} 1 OUT 3 )may .. Ex., m ouT rzRiOR) aR) vx xans ov Loo°NG Pom o , x4iiaxs Q w Q INSTALLATIONS W/ 1 HV ,# W° LLiUNITE W toy ox Nan 5, BLADEW .Pe HV CENTERMATES c xa ` wFNW euoEp C CONNECTIOI 7''-"IXnTW° DETAILS ON SHEETS 10 & 1 --------------------------- _---,- --s 1�Iff o' ® OUT HVE FLORIDA BI 02017 nLUM. W. L rE c o A.S.S.A. American ShuHer Systems Assoclailon, Inc. TILLR TESTING k ENGINEERING COMPANY ' wss nv. U. 54 V. _=.x Mw Nm m nrbo. 1 (.05A71-Mm . Fe.: faaa7an-tsit 4268 Westroads Orive .- 0e m,moed.<mm [8-90N71d West Palm eeoch. FL 33407 _ rytie PLO ttaR9., . # I 44182 c HVQ eouR.�oq< I Accordion Shutter System HV. MADE #1 W1 Ell W/O NY: IMNXW MADE . x< 0(Srnmap Gl[ oMxN Bt LG 1 an is-aas n!21/1 w+c: aT/27/n 2 DRAWING No AUERNATE INSTALLAIJONW " " C MALE/FEMALE 'IT" LO KS CENTERMATES (1) HV BLADE SEE ENO CONNECTION DETAIL ON SHEETR 10 A 1R OUT I fun mfval. may xr, wNrmn fiGRL W "axwm e, rd wa1 of 'a .mm BUSS CU ecru 1mfiw.o. acS 6 % eC IOR Z,s � a� i ©•O•©d©•O•Q�" rz i �•�aC1�•Q�a(el•�ila U * ,0c :laic 6 MR . LOGS® . r LON.MS 5, 1SIR£s eus wuuon Um.-n uw+I uwcf uu *w+ P1aT ePWCsLA Poe i ae70. s OM. R w[O 9. ♦Wit cMPNr 1IX10WO PcOoR- t: NCN hA9fY OlON q( fpW. * ©0 HV "T" LOCK -------IN '_—__ R GUT 0-20 x 1 1/2" S.S.M.S. 7/6"0 X 3/32" WINGNUT. HVG* HDD—HVDt* FLOATING STACK OW17 %H0. OK'. IL ECOINC. 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BERTHA >M IL�E C O A S s A Accordion Shutter System ■ ■ ■ ■ kv. WX #1 W/ OR w/o RV. vnrmWYaPM •S. *rnt Q ` TILUT TESTING & ENGINEERING COMPANY American Shunter Systems n. n 9EswwnoN wrc oaa„ 6r- LC. 0. ••, �j ti'Asd wss Na, Tauu a. M.. xix NAaAU cmotNz nca9A ma Association. Ine. 1 cLD Ts-a65 2/1 w1e OTJnf1T _f-'-; %{ ••„�y('' A PAan..: 005)[8T1-uw, Nd: r (us)V,-u31 4768 vlestroads Drive x q s/ANAL �•"?�Ifdi a- wk t0�� a ' - Wes! Pvlm Beach, FL 334a7 s DRAWING No �A •wry iiAiiCR 0. iRMid. P.E. A 1 r— 1 O/ D e rem tcirnmri mer/nare ROPCA uc / A007 a curer ' III t MAXIMUM SHUTTER SPAN "L+" OR I-' (R.). FOR INSTALLATIONSYpxW/ & Or br CF Rµ6TES. @ XNT W/ ONE H.V. LOCK 0 or @ or HO LOCK e W/ NO LOCKING RRODSSo., CENTERMAT@ 28@ 29 W/ ONE FQi' LOCK 30 W/TWO LOKENC RODS 35 TOP 1$EE Wi M 456. 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FCnDI(YP: �fs TIWT TESTING h ENGINEEfUNG COMPANY 6355 RtW. ]Egl471-t5 wc.0 GWCDa. flDP6A VRe hww : (u!) —t R , a,A Llos�ol_tvt a e-0000, WLLiOR A M d. P,E RORM M 1 4A161 ATlNCan ShalloE $YsfeTs Assoalailan, Inc. t Pal Yfeslroods Drive Vlest Palm Beach, FL 37407 ITV. IXAC'E #1 W/ OR W/O HV. WPmON @ME , n Dadvnox pATG oPAxW et: LG 1 an 1U-Us /1]/I ws oT/v 17 sS��NAlEa6: o r eru •/mnu.n mn m..� 2 ! DRAVANG No 17-107 1 1/2'. 0..035' iTM1GC I- XUM A-663 GRADE +0 VATES 0-e0 Ck%STE0. L SHJDS AT 16. Do. a j /+ oo3s• mrcA Mn 43c 43a 1 5TAL^� CNL NoL• i e 8` DCC. O e' aC. ) GkW[ M Yn. C- ASIPMry 10 SNOs /2` raS; eN EwmNC FINISH7fRFMp rX,E AS APPUCABLE EIDSDN0 cl MIN. SEPARATION TO CIA55 (SEE SCHEDULE) �+1 O43!' hWY. x.� T'VQSPNG nNISH WEAL TPA4 t pvNMy f As AGP[1:Avu: CEN RA a21TATlONS AND CONDITION OF FOR BERTHA T HV BLenF ArroanlnA cunrrc SYSTEM INCTAt I ATION IQ METAL STUD WALLS I. MAX.. AS.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWEDMOUNTING: MS ON THIS SHEET, 4, ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WfM 21 ARRANGED A METRICAL LAYOUT. INCLUDED AT3 (RIOR OR INTERIOR ACCESS SIDE OFMUST ALWAYS F CENTERMATE, ** BLADE SICK DETAIL HVF 15 ALSO VALID FOR CENTERMATE 21 APPLICATION WITH BLADEQ WIND ZONE I MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 ICI 1` A I Ai un, Asru :-643 uM: c-Ga MS WALL HEADER/SILL INSTALU eTJ�j ME0.. BNp$ 16' OA M n t -DUSTING TOP flW SH AS A I.XAOLE e031CM) -___ _-_ OLi=J �Ex6m1c c1A5s -r I $, - - .- - - - - RB t I"' '-! - -- "1 ,t I P 1/2" Min,) MIT TILTCCO. INC. > ILT IECO- l TILLIT TESTING & ENGINEERING COMPANY 6355 M.11. ]bp, Sl. 6la.:Pj NP^w.N yµppg, npml 3f �N hwna ; S]00}d]I-ISb . Pm ; (]p518f1-Lvl ITT# 1/2' MAX. SLACK A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 7 FE=M--IT' MPY. - oj�J"-""' C3 1/4"e, NOMINA ALUMINUM SLEFVE 6063-TS ALLOY QUA 1— 10m, MP . 45c 1ENCTH . )- ® J /4"0-20X3" BOI T MUST PENETRATE J73.- I iSd"L..050' T L,/4"0-20 THREACS 43 JJ4"0 EL CONCTallrnnu PRODUCTS FA— B 'Uun COMPONENTS SCALE 3/61= I- A D AT 12 SIDE CONNECTION TO TRACK )DE (Non High Velocity Hurricane 02017 EASIERN METAL SUPPLY, 6NC. TH A Accordion Shutter Systt RAGE p1 W/ OR W/O N.V. WNI RARE 0S3CRIPIIDN PIrz 0AMPI IR. LA Diu 1S-D85 T/i1(1 ova W/27/ DRAWING No 17-10 SCANNED BY St. Lucie County I I RECEIVED MAR 2 7 2010 Peffnittlng DepartmeN' St. Lucie County Ocean BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR Cnupny£ure t CLADMI NG (P.S.F'.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EOUAC70 60 FEET_ ar \ BASIC WIND SPEED = 170 mph RISK CATEGORY l/ BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) Ir L I' 14• I j �jJ PEAK ROOF I- LESS THAN 7'-9" L-' GREATER OR EQUAL IRAN 7'-9" AND LESS THAN 12 -3" L" GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.SD. ULTIMATE A.S.D. I ULTIMATE A.S.D. 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 46.1 100.4 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 > 25-30' 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 77.3 46.4 97.4 58.4 > 3O'-40' 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 1 58.4 1 130.3 1 78.2 92.9 1 55.7 1 121.5 1 72.9 87.2. 52.3 109.9 65.9 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET aK BASIC WIND SPEED = 170 mph RISK CATEGORY 9 BUILDINGS CONCEALED FASTENERS OR ATTACHMENTS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD lf()3-a ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO NCE REVIEWED By DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE RECEIVED MAR 2 7 70A Permitting Department St. Lucie COunty PEAK ROOF L" LESS THAN 12-3' L" GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 > 70' - 80' 93.6 56.2 171.E 103.0 86.2 51.7 151.9 91.1 > 60' - 90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > 90' - 973 5 178.4 107.4 89.7 53.8 157.9 94.7 Too' - 12d 100. 60.3 184.2 110.5- 92.5 55.5 163.0 978 > 1 - 140' 103.2 .9 189.2 1133 95.1 57.1 1674 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 > 160' - 180' 107.8 64.7 197.6 118.6 99.3 59.6 174.9 104.9 > 180' - 200' 709.8 65.9 201.3 120.8 101.7 60.7 178.1 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.7 > 250' - 300' 777.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - 350' 121.0 72.6 221.9 133. 1 111.5 66.9 196.3 117.8 > 350' - 400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 > 400' - 450' 126.4 75.8 231.8 139.7 116.5 69.9 205.1 123.1 450'-500' -128.8- =77.3---- 36.1--747.7= - -- -- 08z--1253= N 1.) 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 INFORMATION FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE B45ED ON THIS GENERIC WIND LOAD CHART WIND PRESSURES ARE UL77MATE AND ASO. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS S) DESIGN WIND LOAD SELECTED BY THE CON7R4C7OR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDIC47ED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.9., SPREADSHEET. OPENING SCHEDULL17AKE OFF SHEET, ETC.). I * INDIC47ED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. It* L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT PRODUCTS WHICH BEAR A MbWI-DARE COUNTY OR A STATE OF FLORIDA APPROVAL eRo0G�S l� 41 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & BAg4W SHUTTERS *** DRAWN BY RISK CAT. 11 BLDGS 08109117 L E C OINC. WIND PRESSURE CHART DATE BASIC WIND SPEED = 170 mph STING & ENG/NEER/NG COMPANY EXPOSURE D, Kd = 0,85 17- 1 J4 fh SL, Sro. JOS V/RGV21 GIROENS F1 J3166 (J05)e 0 . F (J0.5J9T1-15J1 DRAWING No EB-0 EB-0006779 'w. xe °ca"m"°" arz 1 W. x, cesrmmx wrz WATER A TILL? .:. P.E. r 0+0 rs-ree /i a SHEET 1 Of 1