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HomeMy WebLinkAboutPLANS1. BERTHA &V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PROWICT EVAGTION DOCUMENT (PLED.) HAS BEEN VERM FOR WYPNMiCE W ACCORDANCE WITH THE 21N7 (FIN EDITION) OF THE ELORDK BUDDING CANE MACCORDION SHUIMR SYSTEM SHALL NOT BE NSTAlID AT HIGH SRl HURRIFME ZONES. 8EE" WMD IONS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE NE VEwoo aaar, FOR A BASIO "D SPEED REGIME, BY THE JUR591CRON "ME SN,MM WRL E WSEkL ED NRN A DRECOGNNIry FACTOR XM04% USING ABC( 7-10 AND SNAIL M MOE, ONE Y,,I (ASD.J DESIGN PRESSURE RMNCE MDCAEU ON SHEETS 11 THRU 15. 19 h 20 M 0MM MST THE TUNE CONOIMN, ULTIMATE DESIGN WIND LEES OMMINMEO PER ASCE 7-10 STALL BE FIRST MUCED TO RSA. DESIGN WIND LENS BY NULIWLY9O THEM BY 0.0 IN OK070 COMPARE THESE W/ MAY. (ASD) DESIGN PRESSURE RAMOS INDICATED ON SHEETS 11 LHRU 15. IB h 20. W DINER m V N THAT COIPBNENm MID MMMS M TIU9 PAD., M 1ESIE0. wDE XR OYSi STIESSID. A 35 i WGEASE W ALLOA'Amr SA[55 i0R WAND l0%DS N&S LaE USED N THEW ANALYSS. HOARDER. A MAID DURATION FACTOR CO -ISO WAS usEa FOR S•FNNTTGSIOIJ R FAS MM, M WOOD. BERHA H.V. ACCORDION SHUTTER SYSTEMS ADEGUACY MR N,D AND LMGE MISSILE IMPACT lyD N;S BRR V,II W A¢MpWCE WDN REaTRMI 1GOB.1.2 OF THE ABOAE MENRONED-COPE AS PER AM REPONIS -KY 81M () /0214.01-03, /0715.01-M. 11004A1-05. 11214A1-M, (M17.M-06. /06M.01-10 AND 10210.01-11 AS PER TAS-201, TAS-202 AND TAS-20 PROTODOLS Me ASIM E-19Be AND E-l9M STANDARDS (MISSY E LEVEL 0, REND ZONES 1, 2 & 3) 4 /122001-10 AS PER TAS MI. 203.4 203 PROTOCOLS LARGE MISSILE. -MY wOWOW BLADE 0 OOSM.01-M AS PER ARM E-lees AND E-1095 (MISSILE LEVEL D. Me ZONES 1, 2, 3) BASIC PR0IECRON ONLY AND 1 0725.01-60 AS PER TAS EM PRorOCOL 2. HV BLAOE0 AND HV WINDOW BANE ® ARE ENCMMMO TO HORN N MOM WON EACH OTHER UNDER THE GENERAL LIHOADONS AND MNOMAS OF USE UNDICDED ON SHEET 19 'L LERNIIA 1LV. ACCMDIDI PINS (WJ SCRBYS). USED AT LEADER IORKgE AND MR DIRER MOUNT CONNECTION TO TRAM SHILL BE 1141Q.M- AND 114N1.75- RESPIMMY, 410-HT MaMma SETTEE SEAWIESS STEEL SCIEYIE ISTE 133.E w YIELD STRENGIM AND HBO w TDMLE SFENOTH. PANS sNAL BE CORED WON SOONS try plamglElD ,,Me SYSTEM AS MMIUFACTURm BY APT STIR CG1N0 MRIGTCFN, RCCSITED INOT AMFACAN SHUTTER SYSTEMS ASSOLMDON, FINS MUST BEAR THE w MA0M0 M THEIR HEAD. 4. ALL ALLMWJM DORWONS STALL BE A'B"M ASSOCNOM ALLOY MO TENPEA AS MDCAGG M SHEETS 2 AND 3. MMIMUM WELD S"M FOR 60B3-76 ALLOY 6 SD.O w MD Sa7 w FOR BOOS-TS ALLOY. 5. ALL SCREW; TO BE STAINLESS STEEL 304 OR 316 AS SERIES M CONOSKKI RER,,,, CGIED CASM ST,, AS PER DM SMTB W,, N ke NM. YIELD STRENGTH AND 90 al UM. TIISHLE'SRELICM. AND SVLL COMPLY W/ FLORIDA OUDDING CODE SECTION 241 I3 A. 6. ea.Ys TO BE ASTM A-307 GALVANIZED STEEL. M AISI 304 M 310 SERIES SZuVE55 SFEL HY, W w YINCIUM YIELD STENCH, 7. SEE THE FOLLOWING SHEETS FOR ANIMAL SP[CUIGTIONS NV BLADE 0 1 12.13.14.15 ANIA 2D HV MADE O A ® NORANO N UNISON: lb 13 A 15 & HS BERNN HV. ACCORDION EIMTDH SYSTEM SEWS A U.S. PATEN 16*7n,502. COMPONENTS OF THIS MPROVA ME COVERED, W WHOLE M IN PALE BY US. PATENT /545,%IM ISSUE, TO CASDH META SVPKY. MC. 9. R SILV7. ENE PESPONS DOCK R THE CONIRMIOR TD VERIFY THE EDNIONEES OF HE SIRHIOTURE "M SXIITTER 6 To BE mATTACKED TO MARE PROPOH.AICIKY00E CONOACfpt TO SEA/CAW( ALL STUTTER WMPONDR EOGR ONION REMAIN, THRU FASTENING M CMDNUOM CMTKT WITH THE IMLO NC w PREYF71f N9Y0♦•^•• NTRIISION. 1& B UNIT MUST REM PERYMEM LAPEL M A VISIBLE PACE wRIW IYMHMO NOIB DICING PEMME OF IAIUdCd1E WAMINM N01E OWNER. ICIMT, M WNGM MUST PROPERLY CLOSE ALL Iry AND He CE REA.WIFs AND ENGAGE M LOCK ALL W AND HW LOCK& 11. SHUTTER MANUFACTURE'S IARFL SAL BE LOCATED ON A READILY VISIBLE LOGIN' AT ACCORDION ,V,,ER N ACWRDAN¢ ,Y, SECTION 170.0.3 OF FLOOD& BNLGNC CODE ME LABEL SWL BE PLACED FOR EVE RV` mENWC. LAREIIHO TO COMPLY WITH SECTION 1709.8.2 OF THE FLOI DA BMLONC CODE 12, BERMSIs &V.APPLIED w. ff"C EHUTER EYEIFYS INSTALLATION SHALL CMRY MRPECS. N,ICAND IN HS DRANMC PLUS ANY BUILDING MBY D ZONING REGULATIONS MaVI0F0 THE JUIbEICfION MIFRE PERMR IS (a) THIS P.ED. PREPARED BY THIS DKEN ER 6 GENERIC AND DOES NOT PROVIDE MFORMMON FOR A SITE SPECBIC PROJECT: LA. %MERE HE SITE 000OON5 O,,,W Me, 11,E P.E.p. (6) CONTRACTOR TO BE RESPONSIBLE MR THE SELECTION. PURCHASE AND INSTALLATION MaAIOING LIFE SAFETY oc THIS PRODUf.T. BRED ON H6 PEA., PROVIOm HE/SHE GOES NOT DEVIATE FROM HE CONCIIONS DETMFU M THUS DOCUMENT. CONS RUCIgN SAFETY AT SITE 6 THE CONTRACTOR'S AEELiMONSSIM. (c) FIRE P.ED. NAIL BE CONSIDERED AVM® O ATM,, BY MY HEN,,. 6 SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGNEER OR ARCHITECT MBCH WILL BECOME THE MCREFR OF RECORD (LO.R.1 FOR HE PROJECT MO YNO WILL BE fEIEw. BLE FOR THE PROPER USE OF HE RE 0- MGMEM OF RECORD, ACTING AS A ORIENTED ENCMDON TO HE P.M ENGINEER SGLL S,,,W w HI LAZIER HE STYE SPECIFIC D,,, MRS FM (4) orca AL Pf 0. SHAM- BEM THE GTE AND ORIGIML SEA AND SIGNATURE OF HE PRBpSON& MOwEER W RECORD TERN PREPARED O. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPGMMES 21-37 SEEET 3 TYPICAL SHIFTER ASSEMBLY M-44 SHEET 4 TYPICAL WMDOW BLADE C WINDOW DUAL AREA 2• HV At An n ND HV WINpOW PIT AD, M (WHERE APPLICABLE) TYPICAL SHUTTER ElEVADON & NOTES ON LOCKS SHEEP 5 INSTALLATION DEEMS A-F, CONCRETE/BLOCK SHEET B INSTANATIM DUALS G-M, CONCRflE/BLOCK SHEET 7 CENTEAWTE GEDRS HIM SHEET a CENNRMATE ATERNNINO GRAILS NV SHEET B MR) CONNECMN DETAILS 1-0. CONCRETE/BLOCK SHEET 10 MA%BHUM'SPµ TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE k BLOC( SHEET 12 ANCHOR SCHELAAE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CMCRLTE & BLOC( BEET 14 ANCHOR SCHEDULE- WOW SHEET 15 NSFALLATION OETALS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-K, WaGG SHEET 17 END CONNECTION PETALS 7-12 & )L WG00 MEET 18 AREA 3, HV WINDOW BLADF R ON Y TYPICAL SMUTELH ELEVATION BEET 18 AREA 4: HV WINDOW RIATIF Ct OON Y INSIAILATION DETAILS, META STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA . ..........'V�: O30q II1DXI, M4 02017 EASTERN META APPLY. TAIL SCANNED �' A' °EBERTHA / IL EC O TALC. A■S.aS■A. Accordion Shutter � S,y{77stem p * L KY. aenE ®T w/ w w/o Hv. Wwvria OE NS i i American Shutter elama NacRP1IOI ww ORAMN n At St. Lucie County Sri 6J i TILLFT TESTING k ENGINEERING COMPANY Sy j SA Nlas N.R. III, sL, a.. 3na Mavw rARlws, nMOA LI Asaoc(atlon, Ino: : aD Is -Des 7/n/1 Dvn m/n n A Pa.: nM)m1-law , Fa. ; uMN171_101 4268 Wes41wds Ddve It TS ISEL West Palm Beach, FIL 33407 DRAWING No s S10NALE .0 aWTM A EaDN J, F.E. 4 17-107 P F-l`CeV•{CIPMAYtIRr/neTC FARd W. 1 4.187 1DHV SOLID BLADE COVERED UNDER US PATENT 9 5458179 OF USE OF BIAOE-WON SHEET 19 QUALIFIED FOR USE W/ HV 1117' O63' em 1.6ee• 11 HV CEILING HEADER 0 RED FOR USE W/ W BLAOE(1>ONLY, SEE SECTIONS FOR VAUD 600-76 ALLAY AND TEMPER @) SIDE ANGLES QUALIFIED FOR USE W/ HV g P, OHV UNIVER�A OAT R. QUALIFIED FOR USE W/ HV SLADEQ 5005-75 ALLOY AND TEMPER (14 HV HEADER/SILL (� QDALIFl 6063RT6 410� ANL O TBE PEA�ONL ALUMINUM ANGLES QUALIFIED FO$ USE W/ HV BLAOE(OI) ONLY. 6063-TB ALL Y AND TEMPER OGUALUIED FOR USE W MY BLADE I 6063-76 ALLOY TEMPER_ ® HV WALK —OVER TRACK QUALIFIED FOR U(�)E W/ NV B 6063-T6 ALLOY TEMPER COMPONENT COMPONENT A 9 TI T7 © ]' ® ]' 3' MA1L 0.193' a.193' T6 as' 7' uaL o.160' o.reo' W017 TLLTECa. MC IL�E O N- •* r I RLUT TESTING A ENGINEERING COMPANY L306b71-I530. Fw : alA1e71-16M Jr. PA N167 Q5 NV 9D'/1 RD7 STARTER QUALIFIED FOR USE W/ NV BLADE I 6063-16 ALLOY AND TEMPER 994' M O9 HV TREN H TRACK QUALIFIED FOR USE W/ HV BLADE QI ONLY. n�LP' CORNER POSTS QUALIFIED FOR USE W/ NV BLADE 0 6060Y AND TCMPCR A.S.S.A. American Shutter Systems Association. Inc. 4268 Westrooas Drive West Palm Beach, FL 33407 1@ HV RAINGUARD QUALIFIED FOR U$E W/ NV 6063-T6 BALLLOYEA(AI )0 TEMPER, FASTm11 METAL SU Y. M. oG�I�AM AYIY Accordion Shutter System KV. E6A3E B1 W/ DR W/O KV. VVINDO ! HALE No W017 TLLTECa. MC IL�E O N- •* r I RLUT TESTING A ENGINEERING COMPANY L306b71-I530. Fw : alA1e71-16M Jr. PA N167 Q5 NV 9D'/1 RD7 STARTER QUALIFIED FOR USE W/ NV BLADE I 6063-16 ALLOY AND TEMPER 994' M O9 HV TREN H TRACK QUALIFIED FOR USE W/ HV BLADE QI ONLY. n�LP' CORNER POSTS QUALIFIED FOR USE W/ NV BLADE 0 6060Y AND TCMPCR A.S.S.A. American Shutter Systems Association. Inc. 4268 Westrooas Drive West Palm Beach, FL 33407 1@ HV RAINGUARD QUALIFIED FOR U$E W/ NV 6063-T6 BALLLOYEA(AI )0 TEMPER, FASTm11 METAL SU Y. M. oG�I�AM AYIY Accordion Shutter System KV. E6A3E B1 W/ DR W/O KV. VVINDO ! HALE No � Q rRaNf FILVAMIN © LOCKER FOR "T" IOCK CENTERMATE 0UALIFIED FOR USE W/ NV BLADE DONLY 6O63-T6 ALLOY AND TEMPER .216' ' 3� 3 OVALYIED USE NV BLADE 1 @ ANC ROD 6O63-T6 ALLOY AND 1[YP[R ® LOCKING RODA QUMnED FOR USE W/ NV BLADED 6063-TG ALLOY AND TEMPER INSTALLATION WILL REQUIRE A 7/19 M1 LOCK OIE UALIFIED FOR USE W/ NV BIAOE 1 ONLY 606]-T6 ALLOT AND TEMPER 6063-T6 / 1 »'a �6 HV 318"0-16 AI RED FOR USE W/ E l HV BLAD�h 6063-T6 ALLOY AND TEMPER J L1/4•6 HV 1 f4" 0— 0 AISI 304 RI c THRI MRSCREM OUAUFIEO FOR USE W/ HV BLADE 1Q I E W/ EIV ONLY. - 16' TER RNETaa IVNUT+ IAACE MW r AI n vow ® HD LOCK Bf MGEM NUI MME YORTRE LOCKS SEMES "M NOON BOLT LOON: OUALIFIED FOR USE W/ NV BLADE 1Qh ` Illlr�-XT.W—fy ri ST ozmT INrzm. we. SS A American ShuH�r Sysem Associaton, Inc. 4268 Wesroads DRve West Palm Beach, FL 334 02017 EASTERN vaT SUPPLY. C. BERTHA ,euAccordion Shutter Syr m HV. 9EJ1W/OR W/O NV. WINDEL40EA sLt.ee TIll1T TESTING 4 ENGINEERING COMPANY (MS)61-13 e4RN A RUf fir. P.E. DaROA 0r. 11M167 ersrEnnu a61r u: T/2ry1 oUe 07/2717E6.: AR101..,- S/(711.1• [�y.' 111 P F �;F Al A al-cT DRAMNG No, 7 ' I —' OI r SHUTTER —ASSEMBLY SCHEDULE FOR HV HV Q HV BLADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® NV NYLON HAT WASHER NV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'e3/I6' THICK NYLON WHEEL 0.188'0 AISI 3D2 SERIES S.S. RIVETS HV 1 3/4' ACCORDION PIN W/ BB HEAD ® HV 2 3/4' ACCORDION PIN W/ ®B HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW L �'' MIN ; V. J FWA 0 VA : _ e' (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV ® BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ WV 1O BLADE WHEN CORRESPONDING TO INSTALLATION 'I1% SHEET 7, I(3) HV PIN ® OR ® W/ 1/2' O.D. 1/16' THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. tiiHEET 03a17 TLrz me I TILUT TESTING 11 ENGINEERING COMPANY am xx sPA n.. ue fq mmaae exxma. name v Mae � twelfl1-1s10 . rn. � fasten-�sv wILR A oUXI Jr. P.E.EAL P.E. S/SIGNATURF/OATF I n9nml.D A "iv :RIOR Aers•�-- � cs- AIIVL PLASTIC LEXAN 103 NOTE 'F' ON SHEET 19). POLYCARBONATE SOURCES FOR mmre eleeann .rnsrat aewem e>mm¢ �u mAma "� .exam m�v ansrs HGK IXCM IeOYfVdY OaaI om eea w Ima P/n' mm[mo rtm 45n nb MDJ PLL 4%O PLL .morA amainO ma ono 1Llm e.a tAae w nmaV. �aaun area: .six meo eaemw a.emo ..4 cIm em un mee �e ns/. n n-sro evo-a.oas* Am mw eu e w x Rat v xoeia ♦au aeu a aus � env nou oloa aim leaw � oeo M smnsmeT u+u eM rax.e saaen idol Iem eee 4LL twoe+e >oea alien eoca wnesaa un ue ea o++ , w np Pu . AS.S.A. American ShuBer Systems Ae90C)GROne Inc. 4268 Weslroods Drive West Palm Beach, FL 33407 CR WING No 7-107 OF CORNER CENTERMATE NE NV LOCI( ' - SNNL BE OF SHUTTER SPAY OR SPARS 1 WY BE USED AS AN INSIDE OR 1 x 1/2' LONG MT MEAD-S.& M.: USED AS AN MOE OR GUISOE AS INDICATED ON TYPICAL SHUTTER ELEVATION. BE USED AT STACKING POSITION (NON 6xYAIL w/12) 1 4-0-20 x 1/2- LONG SHALL BE USED. LOCI LOCK SHALL BE AS SPAN SALE BE OFIFRMUM Ac Pm SrAMHM a SPIN LOCK SHA L BE AS INp IRIIY PURPOSES, LIP TO TWO Hy O ULOOKS TO COVERMATES u RNIIUr AS SHOWUE3IINI�TES SMALL BE MADE/ N ON SECTION NW- SHE &ONLDCK SOIL BE USED F15HUTTER SPANP4OR TWO LOC16 AT 113 OF SHUTTER SPAN. & MANTAFORY mxdmN 63 FOR KFx rnxc 1.10UNTIND -- MDR ONE /N LOCI ® or ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96'. AND FOR INSTALLATIONS AT ANY EEEVATION. HY LOCK @ or ® ar ® WY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ® or 0 mmErwN. cENTERUATEs W/ (2) 1/4'-20 x 1/2' LONG MT HEAD S.S. N.S. LOCATION OF LOCK SHALL BE AT INDICATED ON TYPICAL SHUTTER O"Ane, USE OF L,,MG RODS ®W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. L F F L F •� . I x ® MAYBE USED W LUOU OF TYPICAL n HV BLADE SHUTTER ELEVATION MY L oR MR ANY SPAN AND ME IL AnOM AT A °NOEL,,ALTERNATETiE"RNATEH LOCK IS NAY BE USED N.t& AS AN MOE OR OUMD LOCK. ATTACHMENT OF NO LOCK EA TO a S W/ 3 EB x ]/D' F K S SM & µ0 INCLUDES NORMRCEMExf INSERT AS SHOWN ON SECTIONS HDR- AND. -IND, S,cHEET 10. LOOK MAY BE VSTANEO AT YIDBPµ OR 1T MALMUM BELOW OR ABODE 1903Pµ. USE Of IOpONG RODS 0 6 COMPLETELY MORAL. IIFFFFAAAAe::�'' P b, i an i h elocit urric.ne Zone, II,L u SF QW17 TO.Mv. Wc. 02017 EASTERN METAL SUPPLY. WC. •. 9BERT . IL ECOExa. A.S.S.A. H TM Accordion Shutter System `; , y t+•., ! nwr American Shufter Syefeme KV. MADE 01 W/ OR W/0 ♦iV. WINDOW HOSE �� p� T p TY. TESTING 8 ENGINEERING COMPANY FUS xx xF. A Pa 71+. xa^ru WAm4 Rome A, ABBOCIOTionr Ina 1I P acm n DLD 13-OBS o.W 7/27 1 pR xx M Le a1R. 07/27/17 • P 1 (2W)M1-Isw . rm : (]03)e71-1A1 4266 Weslroods Driva x / G\a1,dL -. 0NAL EN,,,d ®�DDy7•tOo10 "^ West Palm Beach. R 33407 x DRAWING No '1' TNtTw A Tellf ... P.E . 17-107 D r arAl Mf-gF r /nAw ROROA uc l u161 1 1 L sarmo�lm�i sari 1a) �� �// � ©18 ra au uawTegOw vm >! 12 0 l4 f / F✓v I ve-TMJ/ Frinlllr+Tl .11lll ,�1�. o ,z• o.a raw• ueF, ! rLYr ffiFnl z wFcl ueu ® HV WALL HEADER INSTALLATION + KEYSTON CORUN.5EPWaION To I (aEE SCMmOIE ON SHf1T 11) E75T9,C ' ru55—: l �' i E • / .I PoIIPm WNOPF.IE (SEE SCHEOum ON SHEET 13)/ - I-r',�•+ CONCRETE MOCK PE01°xm QD HV WALL SILL INSTALLATION uo c9NaxTE 1 KmWH)m14E ON �&..WALL SILLINSTALLATION OP mNCPETE 91aX xlut. PmURm O HV WALL SILL INSTA ATION ..INOM FOR Eauenu,ION OF arnoxs� I- us a SNFET 4 FOR ttnFJ.E aNIJ INSTALLATION DETAILS W/ u fry ° L 0. mOE QSQNCE • 6tE UN 41gN4 OF USF FOR/{� t- HOUNRNG SECNQS CAN eE COMBINED (aEE 5➢ECUIWTgNa ON SMECT ,))..., ,,, , •-BI/f8 &/ w SHEET 19 LIJ H V BLADE IN ANY WAY TO suR ANY IF TION. AC :' (iEN ✓ V.4 (�"••.....• MIT T4,EC0, W. 7ESTINC $ ENGINEENING COMPANY Pnn.:(asepn-tau. Fm:(.m)a7I_lul ®romwnKu' w A TRU( n. P.L aa"e'I 11e' 44197 A■S.aS.A■ American ShuNor Syateme Association, Ina. 4268 Westroads Drive West Palm Beach, FL 33407 O2a17 E/STERN NEQE SUPPLY. ING BERTHA Accordion Shutter S stem YHV. HADE pt W/ ER W/0 HV. WNIM RAZETILAIT „ yrralFllw ou.w en. Ea. I uto Is-Oea TM I 9.n: 07/27/17 =s�ONALE'� ...i....... •• P.E. SEAL/SIGNATURE/DALE t a ORAMANO No ° SHEET 1 6 OF D °I CONCRETE ANCHORS CO UEE (sa NF SCOua ON sN r 13) m a�1m ' 1 OR 0 REQUM a ® EICSIWO I 1 I la mw•ro' 1 sea3 �aiYO r+/ss—I Part i s m s Py i 9UDMkwN /AI 3 /10.]/4' HU WASNER HE1p I 1 � / / I TEN SCREWS 0 1Y O.C. J M. coNCPEME: MCNORS j 1 ' ©• 7 (M SCNEWIE ON SHEET 13) � v '/; % i . �j')/ ; ,// /• / �� /J ,laj ��j// wPwaE n SIAAD roa�Nsa"aa APwlcrsc �/0 , .�� // j GA / i : i / 1 fRED 'm1 ¢raa No 1 O PoURED ! ! /'/ Ji •/ i / / // c RM °. CONCRWEIE nAT HFiD CONCRETE ANmms 0 R�EOOa�ED 0. E D.• R ui[D MT HEAD CONCRETE ANCHORS PEOWRFD (SEE SCHEDULE ON SHER 14) (SEE SCHMUIE CN SHEET 14) TION i 11BENCH IN TA A HV WALK -OVER INSTALLATION AUD ONLY FOR UP TO ♦70, -75 PSF A.S.D. © HV CEILING INSTALLATION 8' HV FLOOR INSTALLATION r DESIGN PRESSURE RATWG @ FOR SPANS PER sCHMM p, SHEET II /�/ I CONCRETE ANCHORS jro yq EOSMC ' a Won nI i O FaSnNG—I ' EASnNO 91( D:f ISLI®Ulf W I/.ro n�aR°Of n➢WN n ON °AS5-ZZ- rAsloa>evwa°A./«rona>`N D . 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EDGE pSTANCE t Gwn w1aH RIFORIIDED ASSGM SHUT 4 FOR 11'NCLL VOTER (SEE SPECInatROHS W SHEET 13) ��TOO AN OPEWAE YET � ��Rditn� R l 1 FOR CE a- YOICliRiO SECTIONS DIN eE Dd18NED E 1�/ _INSTALLATION DETAILS W/ O HV BLADE IN ANY WAY To Sorr ANY amAwrmN. 1j1I1 R A, T "._ FLORIDA BUILDING CODE Hon High Velocity Hurricane Zan �4 •' •uGENgF •.,.✓9 �: =17 n1D:o, M 02017 EASTERN METAL SOEAPLY. Mt 39 * T a IL E C O EEEc. A.S.S■A■ Accordion hutter System NV. MADE /1 W/ OR W/0 Kv. yAWW/ BADE ��•: TIWT TESTING ENGINEERING CO'ANY American Shutter y3fam! enapN"AseoCaflonr Inc. oa pArt aanll BN Le ls-O85 ] 7/I ouE: 0]/9] 17 IN-.; (M)e71-1530. Fw : M)en-1»I 4268 Westroods Drive E ORAri7NC Na .TONAL ENS?. 1'' "O °0i OC 0 West Palm Beach, FL 33407 a F ............ rRlpl' IVU(RA1°le. P.0 P.E. 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L EUM)NI-Iw 071-101 4268 Westroods Drive A"i waJ West Palm Beach. FL 33407 OR HAOE #1 W/ OR g;nva GLASS TAR EfPMWIaI AWING No 17-107 ONE LOCK 30 IwW%A I WAIL MWIHIIW; I FLOOR, DUNG . NG (• m 1 MAXIMUM SHUTTER SPAN- 'L+' OR •L-' (It.) FOR W/ NO LOCKING RE (SEE NOTES 1, IMUM SHUTTER SPAN* 'L+• R -L-' (it.) INSTALLATIONS @ W/ ONE WLOCKS OR W/ NO LOCKING ODS (VAD9 FaONE MINORING CONCRnE A � WSTAW9aNS f � Flapt/[alm9 WW19NG Is 119001W.�Yawnw 6D L-M 30 1a•ro' tn•-D- 35 W-2' IV-Iw 40 14'-2' IS-2- 45 IN-6- If'-3- 50 12'-3' 13•-I• 55 11•-1• 11'-Ir 60 10'-3" W-11' 65 9'-5• 1. -1- ]0 B'-B" 9-4' 75 a'-9• wf*II.nON mFNO CONCRETE & W000 MANSORY WALL A. B, C. D. E. M, N, 0, P. 0. MOUNTING F, K k L R. S. & V. FLOOR/CEILING MOUNTING G. H. I. II, J T. U. W & X 8 N 0 UA)OOIUM SHUTTER. SPAN li HALL OR 'L-• FIXES INSTAUARONS IMO WOOD SBE ORRFm )O IDS pal. A.S.D. aESWN PRESSURE RAZING. t W CORNER CFNTFRMATE /3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATCNS SNWL BE AS INDICATED ON UANDAIDHY CONONON /a NOTE 15. SNEET S. ttEaI THAT MAV WN SMATTER SPAN'L+' OR 'L ' AND IM WUM AS.D, UESNO PRESSURE RANG FOR VmAUAn0115 IMO Cow= OR CONCRETE SIM SHUL BE OWED AS F91ORS: I- CONNECTIONS TO KEYSTONE MOUNTING UNITED TO +64,-72 p.W.l. AND 8'-C' SPAN. SEE MOUNTING©ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" (1) L+: NAXMUN ALLOWABLE SPAN FOR A GIVEN POSITIVE SSA. DESIGN PRESSURE RATING. L-: MAT. ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE NAlU1NUY SPIN FOR WALL MOUNTINGS (TOP/BORON) OR FLOOR/CEILNG GIVEN A POSITIVE AS.D. DESIGN PRESSURE RARING. DETERMINE NAGNIUM SPAN 1+" FROM SCHEDULE GIVEN A NEGATIVE ASO. DESIGN PRESSURE RATING; DETERMINE MAMNUM SPAN 'L ' FROM S,,MLE. FINAL NAInI ALOWABLE SPAN IS MUM. TO THE )9DLMUN OEFEFOCTM SPAN BETWEEN •L.- AND .L, (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS W BETWEEN WALL MOUNRNGS W/ ROOR/CENNG MOUNTINGS: FOR A GIVEN MOW "0. DESIGN PRESSURE RATING: OETE MINE. LI+- W. SPAN MR WALL /CEIU MOUNTING OU,,NG L2+= W. SPAN FOR FLOOR/CEUNG NOVNRNG wsruunons. FOR A GIVEN NEGATWE AS.D. DESIGN PRESSURE RATING: DETERMINE. LI-- MAX. SPAN MR WALL YOUNRNC ,,,ALLATI0 L3-- MAX. SPAN FOR FLOOR/CFRUNG MOUNTING INSIAUATIONS. IWAL MAWYUU ALLOWABLE SPAN IS EQUAL TO THE 11"MUI1 BETWEEN 'L,+.'L2+'.'LI- AND Y7--' (f) W TO ANCHOR SCHEDULE WIM RML MAXIMUM ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN PRESSURE RATING TO OEFERMWE 1NDUUM ANCHOR leo e•_s• f'-a• e•-e• s•-Io• lao a'-6' f'-B' 1&5 -r w-8- IRS fi•-5• f•-6- O H V BLADE ISO V-f• 4•-5• C-fi• 5'-1 ISO 16'-f' 4'-5- 195 fi'-3' f-3' a'-S' S'-5• 195 a'-3' P-3' 200 6'-2' a'-T 6'-f• 5•-3' 200 a'-2' f-2- 2os a•-1• a-1• e•-31 5•-1• 2Ds a'-1• 1P •Q\' 'ram FLORDA DUIIDINC CODE Non Nigh Velocity Hurricane Zone'. 1,I' JGENSF'•.,� i 10.TCC0 CM17 . PA. 02017 EASTERN METAL SUPRY, WC. * L ' f IL E C O EEee. ASSA Accordion Shutter System ,/ N.V. BADE AI W/ OR W/0 KV. INI DON BADE TIWT TESTING h ENGINEERING COMPANY A)LNW..1: M,.153 American Shaffer Systems Ino. ..aAssoelafton, ff Y. F. ; (M)B RNmf L, (333. :(3WJMI-law. Fm: (sw)sn-1a]I 4268 Westroaos Drive'-. I/2]/I D{2 0]7PRp.F \ ,' -�mtarmoM,wm Palm BeacFL J3407 M.E DRAWING No%SsN�'1wM NG oPF CFAt%CfF41df:•iac/ne= a w wii. 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