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HomeMy WebLinkAboutPLANS1. BERTIW N.V. ACCORDION SIMNR SYSTEM SHOWN ONITNIS PRODUCT VALUATION BOCUNEt1t1r ��P.ED.) NAB BEEN VEPRED MR OUTCOME N ACCORDANCE NON THE 2017 (ESN CONN4 OF ME RAPoCA BUADNG COOS DIPS ACCOMIDN MIAMI SYSTEM SHIUL NOT BE INSTALLED AT W&A LELOCII`! HURIMME TONES. DESWM NM) LOADS SHAL BE DEIERYNm AS PS BE NSMULOD WOIH A DIRECTIONALITY FACTOR Kd- ON SHEETS 11 MRU 15. 19 a 20. N CIO M VERN ME ABOVE CONDUION, ULT6 BY MULTIPLWNG THEM BY U A CMERM Cauaj -NV RUDE, 10214.01-0, IWISOI-03. /1034. AND E-1996 STµDAAS (NISSLE LEVEL D. WIND 2C -W WINDOW BLADE 0 /050101-08 AS PER ASTIL 2. W BIADEO AJW W WINDOW IMAN 0 ARE MI 4. µIL NMMNW CAN U,,A, SIWL BE ALUMINUM 601 AUOY. 5. ALL SCREWS TO BE STANISS'STEEL 304 OR 3 AND SAL COMPLY W/ FLOWDA EWDINO COOL 6. BOLTS TO BE ASTM A-307 GALVµQm BIEEL. C 7. SEE ME FpLOWUNG SHEETS MR ANCHOR SPEC A Mrs BERRM H.V. AWORCON SHUEW SSTE1H METAL SUPPLY. No. B. R SHALL BE THE RESPONSIBILITY OF ME CONK ALL STUTTER COMPORENT EDGES WHICH RESIN. 10. EEH UNO DUST SEAR PERMANENT LABEL N A CFNTSMATES AND ENTICE OR LDCL AL HV AN It MURDER MANUFATWFR5 LABEL STILL BE La IL BER A N.V. ACCORDION sNU TEL SSRMS NMI PERMS IS APPLIED TO. 11 (a) THIS PLO. PREPARED BY Me ENGINEER a (0) CONRACTOR TO BE RFSPoH9BlE FOR ME S ME COHDUIOM BEµEO ON MM DOCWENT. CC (c) THIS P.ED. WILL BE CONSNLRLD PAAUD W A Edl SITE s a — PROJECTS SHA1 BE PREPARED MEN.SRtE FOR ME PROPER USE: OF ME P.EL (a) ORGYAL PLO. SHML BEAR TIC; DATE ANO OI SCANNED BY St. Lucie County F ME ABOVE MENTIONED CODE, FOR A BASH WIND SMCD FORMED BY ME RNRSDICIION WIRRE S,,,ES WILL 7-10 AND MAUL NOT EMCEED ME MACNW (AS.D.) DESIGN PRESSURE MMM INDICATES N WIND LOADS DEIERWNEO FOR ASCE 7-10 SMALL BE FIRST REDUCED TO A.S.D. DESIGN Me LOADS W/ MAY. (ASCII DESIGN PRESSURE RATINGS INDICATED ON SHEETS; 11 MRU 15. 19 a 20. WERE NOT OVER STRESSES, A M i INCREASE N ALLOWABLE STRESS TOR WINO LOADS WAS IEEE USED N MEW N OF FASTENERS N WOOD. E WPACT LOAD NAS N, VC,M W ACCORDANCE WON SECTION I609.1.2 OF ME ABOVE MENTIONED CODE AS PER 5, II214.01-05, /W17.02-06. OOMOI-10 µ0 f0210.01-11 AS PER TAS-201. MS-202 AND TM-20 PROTOM S AND ASTI E-IBGG I. 2 a 3) a /1220.01-10 AS PER TAS 201. 20 & 20 PROTOCOLS LARGE WSMLE. Nib AND E-1096 (NSMLE LEVEL D. WIND SINES 1. 2, 3) BASIC PROIICTION ONLY N0 1 0723.01-M AS PER TAB 202 PROTOCOL. D TO WOW( IN UNISON BIIN EAOH OMER UNDER ME GENERAL. UWTATWNS µ0 CONDMONS W USE MCMED ON SNECT IB SHALL BE 014.2.75' µ➢ /fp1.75' RESPECTABLY, A10-M YINW W Scan BFRRIA WA DACROSU) n is SYSTEM AS WNUFNEWRm BY APPROVE, MR RED. ALLOY AND FBI AS INV=aM ON SHEETS 2 AND 3. "MI 131D STRIENOM FOR COW-T6 ALLOY G 30s W AND 36.7 AW FOR RESISTANT COMED CMDEN STEEL AS PER DM SWIG WNH 50 bl MN. Yew SMMGM AND 90 Lai UN. DIABOLIC STRENGM. 1 OR 316 SERIES STµ1LSS STEEL M1H M W MANTRA, WELD SIRENOM W BLADE () 1 12.0.14.15 AND 20 IN EASE (D a O WORI NG N UNISON: 12. 13 A 15 Us PATENT /6779A92. COMPONENTS OF MIS MPROYA µE Covess, IN WANE OR IN PART BY US. PATENT 15-MI79 NO MED TO ESTFWV VERFY THE SOUNDNESS OF MC STRUCIUM WHERE SNUFFER 5 TO BE ATTACHED M INSURE PROPER µCNM GCL CONTRACTOR TO SEAL/CRRN SmONG N CONDMIOUS CONTACT WON ME BU M TO PREVENT MND/RNN INTRUSION. L4S. WON WNNNO NOTE OWPNa PEMO05 OF HUAHCµE WARNINGS NONE MSA- TENANT. OR ORHEIS, MUST PROPERLY CLOSE ALL W AND No A A READILY WSNNE LOCATOR AT ACCORDION SHIRTER N MccesNCE TARN SLCIION 170.9.3 GF. FLORIDA BUILDING CODE CANE Wa SMALL BE SECTION 1709.9.2 OF ME PUNUTA BNLSNG CODE SNAIL COMPLY WON SPECS INDICATED N Ma DRAWING PLUS ANY BUILDING AAN IONNG IRGUUTIONS PRO W BY ME UOMCNITON WNENE AND DOS NOT PROVIDE NFORMTNN FOR A SITE SPECUIC PROIEE: La. WHERE THE STE CONDITIONS oLVMAIE FROM ME PE,. PURCHASE AND MO LAT10N NgMMONO LIFE SAFETY OI MIS PROOLICT. BASED ON M5 P.E-0.. PRCADED IIE/SNE DOES N oT DLv ATE FROM ON WELLY AT SM IS MC CONTRACfOR'9 RESPoNMBMY. W ANY HEM. ACC ACIM ASRAWDEEGMEIEDCTENGGN� TEN �MNEEPPEDME .0 GA SSHOATN ULF sNTua q CORD M OMi$ uDUiTITHE M MPROJECT SIRE SPECPCNOR,M, Me AND SGUOURE OF ME PROTFSSIONAL ENGINEER OF RECORD MAY PREPARED O. L =17 TasEW, SIC, L�C O TILLIT TESTING E ENGINEERING COMPANY V \Y sLU NW. ]Sa A. s1e MIL NWAM caI RIWG A] PIw: E]D516r1-1a]0. Fa.: E%IWI-1M1 rLOAOA u4. I GENERA. NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEE 4 TYPICAL WINDOW BLADE a WINDOW DEAL AREA 2• NV R a (1) AND W WNDDW At nnF affERLAIREUCAM0 TYPICAL SHUNER ELEVATION a NOTES ON LOCKS SHEET 5 NSULLAPON SEALS A-F. CONCREYE/SLOCN SKEET B 1NSIA1JM0N DETAILS G-M, CONCRETE/9LN, BMW 7 CENIERMAIE DETAILS W SHEET B CENIER11AiE &1MXFNG DETAILS IN SHEE 9 END CONNECTION MASS 1-6, CONCMTE/SLOCN SHEET 10 MµULM SPAN TABLES SNEE II ANCHOR SCIEDULE- CONCRETE a SUOCC SEE 12 ANCHOR SCNEOULE- CONCRETE a BLOCK SHEET 13 µCHOP SCHEDULE- CONCRETE A BLOCM SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET IB INSTALLATION DEALS S-M. WOOD SHEET 17 END CONNECTION DETAILS 7-12 a X. WOOD AREA 3• HV WINDOW RIADE Q SETT IS ON Y TYPM.U. SHUTTER ELEVATION AREA 41 HV WIN00W RI ADF n ONLY SKEET 19 INSTALLATION DETALS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN. THE STATE OF FLORIDA A.S.S.A. AmeNean Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 4VNI UVtiNJHN WEAL SUPPLY. INC. BERTHA H TN Accordion Shutter System N.Y. PLACE 81 W/ IA W/3 ITV. Y5)ooA BIKE IAYRNG No 17-107 6 r IDER US PATENT J 5458170 OHV UNIVER A F OAT R OUAUFlEO FOR USE W/ NV BLADE 10 J WINDOW BLADEe 6005-15 ALLOY AND TEMPER OF USE OSHEET M w LP )' r • e>a 1.eee' 11 HV I ING N AD o 0 FlED FOR'USE W/ HV BLADE(I)ONLY. SEE 6EC110IS FOR VALID 6063-T6 ALLOY AND TEMPER 10A )101Y YNI v to.w. W/ NV 0 HV HEADER/SILL OUAUFlE 6065RT6 SAE W/AND BLEAMDE (I�ONL' ALUMINUM ANGLES QUALIFIED FO$g USE W/ NV BLADEII) ONLY. ii 606]-T6 ALL33Y AND TEMPER @ HV WALK —OVER TRACK QUALIFIED FOR U W/ kv 6063-ye DtLLAODYE 1 TEMPER COMPDNOTT A 8 TI 79 0 9' V M9 1/8' 1/9' 9' S' 10L 0.193' 0A92' 19 9.5' 7' Va. 0.190' 0.190' I� 9' S' MA%. 0.139' 0.131' W017 RTEC0. MM .4 ILTL ECO * 7141T TESTING a ENGINEERING COMPANY xA 5) TI 153saaVmCG e1MCM 11-153 v p0e)Bn A: wt.. fo.: (ws)9)1-1531 r1TL amao: 000571d.rn1, 11 1a-0006)l9 eu1EA A TWa Jr. WO Ineir RM � 1 M167e) QS HV 90'/t80' STARTER OVAUFIED [OR USE W/ W BLADE CU 6063-76 ALLOY AND TEMPER .99A' qtwi . . O9 HV TRENCH TRACK OVAUFl aLaA FOR USE HV oE n ONLY.. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 3340, 1� NV RAINGUARD QUALIFIED FOR UIE W/ HV RUDE [RUM 806]-T6 ALLOY A TEMPER_ CODE Non High Velocity Hurricane Zane 09017 EA9IEAN METAL SUPPLY, WC. BERTHA RM Accordion Shutter System HV. BIME 01 W/ OR W/O HV. W11DOW RAM v. R a36em9N 0A1[ DRnm 9n Le 1 OLD 13-085 ) 7 I um 07/27/17 s DRAWING No • 17-107 FOR USE W/ W 1 6063-16 ALLOY AND .nw � PLAN R mmR mOKIa © LOCKER FOR "T' LOCK CENTERI OUAUFIED FOR USE W/ W BU 6063-T6 ALLOY AND TI 3 T .21.• �I 3 J. 3 ND GENTERMATE W NI 6063-T6 ALLOY ® LOCKING RODS OUALIFIED FOR USE W/ NV BLADEQ 6063-T6 ALLOY AND TEMPER .Y �QUALIFIEO FOR USE W/ Hy BLADE f ONLY 6063-T6 AL OY AND TEMPER ci. 6063-T6 / I n MVI, 76 HV 3/R"0-16 A( ).161 W-. IIATE' 2 6063F�6 PLLOYW4O INS Igk 1� y�PER 21n• � 1/4'. 0 AI I 304 5ERIES S.S. TH MR REV' QUALIFIED FOR USE Yf/ IN SE IQ 5r- - a b xs• i w oa° ~0 N our ,na m� 6R/3$ 10�6 PwEa> I HV EGRESS LOCK QUALIFIED FOR USE W/ WBLADE (1Jh (B ONLY. me' 1p. J60' AFTER RIVE' BEFORE RK.TIND 201.-E Aa0Y1 EROE R " Mo. AS u4M1v.tO11® W AM R W, f6M Ja6EY O ° M Lg RNATIVE LOCK FOgg USE 3V/ HV IE (1)ONLY. DRIY6NRN e11o16ER OR KEY LTI6)ER 0.e]6• U 1 .12W M... nIUNBRIRN rnmDER OR KEY 1. ] IIn DTWOCR 1A6' ux.. BY REGENT HMDW®MORIS��S SERK6 23M NOOK BOLT LOEN. ..-_OUAUFIEO FOR USE W/ W BLADE D& 0 E1111 P�•��E�FI(�/� �= LT «EN . �� .•• oMI9 mECa. LVG II L�E C O TIWT TESTING 6 ENGINEERING COMPANY IN" xx. nm. n. M.. 30N x3aeA eumoe. no.aA v1 M.: Ewsp>I-la]D . ro.: EJml"1-1531 ®1_y�Ipa]10 `^^� WWM Ai Jr. P.E. RaPLL Uu 0 MI6] A S S A ■ ■ ■ ■ American $huHer $ye16Te Assoctatior IGO. 4268 Weslroad6 Drive W°sl Palm Beach, FL 75407 02017 WRIN. MEUt SUPPLY. M. B Accordion Shutter System HV. MADE pI W/ Qi W/o KV. W� MADE n. x 6[sc.vnax 63E cu. I OEO 1S-095 ] 1 1 ry � wm W 2] 1] / AlSTA yi -�^• Oq.Op• 3a 1dy • s1�/A�T��"I �111r a F 1'rd a 00inar ] 3 ORAW�/INC No 1/-107 A SHUTTER ASSEMBLY SCHEDULEIF.OR HV M HV QI HV BLADE 1 l ® HV BLADE to ® HV LONG RECESSED NYLON BUSHING i. ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER © HV WHEEL CARRIAGE A1SI 302-303 SERI 0.870"x3/16" THICK NYLON WHEEL 0.188'0 AISI 302 SERIES S.S. RNETS tS TP/ 1 3/4' ACCORDION PIN W/ /B H J ® HV 2 3/4' ACCORDION PIN W/ #B HEA !1 ® POLYCARSONATE IMPACT RESISTANT HV %I DOW 7 (1) HV PIN ® SHALL ALWAYS BE USED ATIILL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTE W/ HV 1Q OR HV ©BLADE. A (2). HV PIN ® MAY BE USED IN LIEU OF E AND ONLY AT PICAL SHUTTER ASSEMBLY EXTERIOR BOTTOM KNUCKLES OF HV ACCORD10�'SYSTEM W/ HV IQ QUN' " BLADE WHEN CORRESPONDING TO INSTALLATION 11-. SHEET 7. 01�r (3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" i(}11CK S.S. WASHER m 0 SHALL BE USED FOR DIRECT MOUNT INSTALLAON PER DETAIL X. 'B> SHEET WEL CARRIAGE DETAIL EXTERIOR A OOR 1! 1 11 ID OR (9 HV RN ©Ofl x(� AT [M OR auors KxucK' (SEE NOl[ TOR REOOI INTS) 2 EXTERIOR 62Y .Ien• M e1ADE .0635' t(s r_e 0625P I!' ON SOURCES FOR 4 Ngi[f ��nuavm EPOLYCAMROOIIF41EOLYCAROONAIE tlN YnImmx ,m,I owo...x o ]Na .sN ono Ix.m ut RIY mp mcssa •sN oa .s n-e/• n nwrw woN ooam .a„ mw 4Pa . eu • Pu we or mlm,a :sN oav o-t a,tv a-, wI9 [a] 4Aq ISY P�Pn Iae'I No Fl]a!@S ASfx b][ Nm[ [IlLalx Mal .LT61,M ISN W 0.LL U PLL 1a151[ SRl2! YQ61[ \WI@.9 A9N W No, w0..1 S!YO I.A �P ��I: JCEN$�'•.,�9 �y Wan ml[M. PIG. IL E C O 1■C. ASSA 02017 EASTERN UETAL SUPPLY. WC. '� Accordion Shutter System ' 11LMT TESTING h ENGINEERING COMPANY ov +.. uv. R- m. ]04 vaaw auma, nam su Porn. (aP�7en-u]a . re.: (ws)eI1-Isn ®1eooel,Oa ° M41@ 4 Ima. L. P.G Noww La 144167 ■ ■ ■ ■ American ShuRer Systems Te AaeoclaHonr Ine. 4268 Westroads Orive West Palm Beach, FL 33407 H.v. BADE ®1 w/ OR w/o Hv. WNDOWyBADE •' N O21 •�''•. P .+•4, ,NN __ 's$�ONLEN6't1 "•• A P.E. SFAL/SIGNATURF/OATF x P[seevTlox o.N oPAxx ea Le. 1 aLO t!-0e5 T 7 I wr0 D7/n n [ ! DRAYA NG No 1 ING No eura.. ! 10 e FULL i®•®. ®'0 - a- 7 [fluer 1. MM'GIORY CrINdIKIN Ot• ONE KV EDCIY ®SHALL BE USEp AT I/2 OF SXURER SPµ MR µY SPµ OR 12 ABOVE ORB OW 2 Oi SNUfTER SPAY FOR SPAW UP TO 105' µ0 fOR INST nONS �t�'1.1�����1Tu,1T�11171�11inlll�lr� �,L7n ill II � � ► � O ;��• -;� ,, III FOIL .�.`�•: Q O� O. O• O• O• O• O• O. O•' O• O; O• O• O• O• O• ElFVA1pN. ITV LOCK Ijy n MAY BE USED AS AN INSIDE OR GUISIDE LOCK, ATTACHED 10 OR AT ANY CENTERWHU TER ELEVATION. 0 x 1/2' LONG " HEN S.S. MS. LGGnON OF LOCI( SWILL BE AS INOIG sxu11FA ELEVATION. LOCKS F Dfl FOR $ECUMY PURPo56, UP TO TWO NV y BE OR MAY BE USED %5 AN INSIDE OR OUTOE LOCK. CONNECTION Oi LOCKS TO CENTERIIAIES OR SHALL BE As IND LOGON 0 U BE AS INDIG ON TYPICAL. SHUTTER ELEVATION. GG L2 2 I -Mi! III I - 1: LIMITED MANDATORY CONDITION W/IWO HV OCI(S1• LOCKING RODS µE NOT REQUIRED AT •j1URRIGWE POSITION, BUT MAY �•Fy BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS P� OR µ KTOSITION.ERNAITi BUT M MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), CE 4. ONE KV LEON. ® NAU. BE USED AT CORNER C ANY SPANAND' 0 INSTILAnONS ATIII I I MOE OR OISOE LOU, ATTACHED TO ¢3 CORNER CENTFAMATE W/(7) 1/4a-20 w 1/2' LONG MT HEAD S.S. M.S. TWO LOCKING RODS AT TOP A BDt4DIC SNALl BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. NAKNuN SHUTTER SPµ SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. SP ar 5 I.. A A • ONE ALTERNATE KV LOCKMAY BE USE IN UEU OF HV LOCH NSPAN ANDb 2 INS Tay AT ANY ELEVATION. ALTERNATE LOCK MAY BE USED ASµ NSIDI OUTSIDE LOCK. ATTACHMENT OF 1/1'P-]W/4' SS. THUMBSCREW TO 0 OR CFNIERNATES SHALL BE ME W/ 1/4'a-2N3/4' NUN. b�� RWNUT AS SHOWN ON SECTION HIVE, SHEET B. ON LOCK SHALL BE USED 1 1/2 OF SHUTTER SPAN OR TWO C LOCAtS. AT 1/3 OF SHUTTER SPAN. B. MA�m�WNO/03FORp�• — I ONE HV LOCK 0 or ® ar ® 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 SIB'. AND FOR INSTALLATIONS AT ANY ELEVATION, 2PV LOCK m or 0 or 0 MAY BE USED AS AM INSIDE OR OUTSIDE LOU. ATTACHED TO 0 or 0 SYMMEIRIUL CENTEAMATES W/(2) 1/4'-20 w 1/2' LONG FLAT HEAD SS. M.S. LOCATION OF LOCK SHALL BE AB INDICATED ON TYPICAL SHUTTER ELEVATION. USE Or LOCKING RODS Q� W/ OR ® TOP AND BOTTOM M COMPLETELY MANDATORY. OF CORNER "NOTES ON I "Tw LO KS AND CENTERMATES, CENTERMATE 1' ©n�n©• Q7 nOa 10 •®� AIUTIDN ATT µYEiII I III, My HE IN OElEVA710N. ® USING ALI NATE LOCK FOOOO,L MD IN WED AS µ iNN510E OR R 1T TICK. ATT WMY SPAN 'g OF LOCK INCLUDES REINFORCING LOCKER' AS SHOWN ON SECTION INT„ SHEET 9, WINCH RUST BE 10 • �5 a ©• �n©• V' n CONNECTED TO CENTERNATES ®µIIID � W/ 1/4" w 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'0 A 0/32' WINGNUT OR ©' 7O'(©�, 41©'O7 •®O1 MACUUM ABOVE D4•BELOW IMIDSPµS MEOFTWO aIOCR NC RODSUTeTM µD BOTOM ISMy BE �WNADATORY. OR 12' 3tADE SHUTTER ELEVATION N oas OR :ONE ALTERNATE NO LOCK© MAYBE USED IN UEU OT LTp F'OR ANY SPAN µD 015TAIlAnONs AT,�GMY GUMM ON. ALTERNATE KD LOCH ®IMY BE USED N.T.S. RON,() EYEM D6EM OUTDOAS AN INSIDE OR AS OWN ON SECTIONS HDB-LOCK. A"IICHUGR OF I MVB ANDTo ®HpDR W/ 3 HO w 10. LOCK S.S.YS.. AND MCLGOES � HLC, 0 0 10. COD( WY BE INSTALLED AT M05Pµ OR 12' WKONEI BELOW OR MOVE InpSPAW 115E OF IOCKWG R005 � 6 COMPLETELY OPRONAL IIYYYII/FYAi '' pn High Ill Hurricane Zone III �P ,.•• i 1 02017 Mroc , WC. III TASIFAN UETN SUPPLY, INC ILTIECO-� A.ST.ST.A. Accordion Shutter System y THLTT TESTING American ShMNGT SYDteT9 HV. MADE AI W/ EN W/0 HA N1Fi1QV BADE • �O„`•. A ENGINEERING COMPANY ABeoclGtlon, Inc. p2EE GH DAn M. ee L. g�_. _'�R _-�-•........... niw I fs,�"••G\aIIdI 2D> rDOH. c.Roaa naDw .u, Pnw, pm)en-um. F. MIDI 4268 Westroods Drive I OLD 15-a8s n I wm o7/zz/17 2 ' 0NALVI -m°�°a°amm West PDIm Beach, FL 33407 a DRAWING No o-' P.E. SEALJSIGN/NURE/DATE M4II9A W d..P.E RfRO" u`' E "IST 17_107 s SHEET ° 5 0 20 O POURED ROASTS ANCHORS 0 CONCRETE (SEE S 1'ECMEDNe ON SIN1REOWO ORS a I t ON SHEET 127 1' 111201I4 O E� 14/OHRIEO3., S•S. 15wD I/P-20 NUTS O 12• d.Q .2W M.�_ •' IJ a 15 ! E / I .250' U.. I 1 OR ®♦ .I QB KV WA I HEADER INSTALLATION ' KEYSTONE I I I OR SEPARAO TO clMs �1wR I (SE[EE:CNEWIL OSN SXFLT 11) DUS11X0 ' '7ErTNII gASSr' J ©HV WALL HEADER INSTALLATION Yw, SEPA MCIN TO GIAG —(SEE SCHEDULE ON SNEEf II) II / I f aPI101ML E 1/Ni.IPS A/4. S HEAD 1MRUP5 SPAS$ HEM W. I POUCILE CONCRETE CH (SEE. scIIEDULG SHM 12) / / % % //•/ [0 I©M116 I. YACNNE SORFws USING 1/0'-20 NUR O 12' O.C. / / / I/R•0-20x2/0' S5. P S CONCRETE ANCHORS 1RU55 XFM MACHINE°CAM (SEE SCNIGEI on W/ 1/4'-20 NUR O 12' G.C. / V. 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I `IANCRITE ANCHORS �S(E NOTE I](0) L 0 B' O.C. _eMim COIp¢IE /' POURED CON (sQ SCNFOULE QY ON SHER N NOR I](0) 40LVm on CONCRETE DEN, SHEET IR) POURED CONCRETE OH SHEET I • •• --(" REQUIRED OR CDNCRETE BLOCK ' ON& KRETED O REQUIRED QM KEYSTONE AMOUNTING INMA teT10N REQUIRD © H_V WALL WALK —OVER INSTALLATION w+ HI "0. IRsvl PRcswc ..a.: ]] w INSTALLAM IYpIIY 4URR1 mW Y-p• NOTE MR �NA t • E O.., EOGE DSTANCE t NENOIABLE RHDI 0"OL EO •\ I- SIX SHEET ♦ FOR TIPIM SHUTTER (EQ SP2CaETTRNR$ ON SN[ET 1]) OR ENTRAHO AR GPER]OlE COT 0 sBIQMLTONT SKEET ID MR 2_Nmrtewa sEQ,wNs cm BE QouewsD INSTALLATION DETAILS W/ (1) HV BLADE a ANr wxr ro sHm Aw u+sr]L]AnoN. . 7 1 j1 R A. i "= 1T, RI I'L 02017 NRCO, Na RDRNA BUILDING CDDE Non OZo, NIynVVN YETAL sUPRYry NCelocity nO Zone "uCE}SF;• ✓� A.S.S.A. '� L p Accordion Shutter System IEv. aeDE p1 w/ at wy Nv. WN W/ aeBE `O fIl1JT TESTING A ENGINEERING COMPANY AmeNoan ShuNer Systems . H xsammsx wrt wuxN er: La RI t� ma L.. ]aa s,. sw.:a]. U.o,. o„ma e. nwe. uI Asaoclation. InD. 1 am ts-aes T/n/1 vm OWL— •� P ' • • �v Pnaa : f]m7en-usB , ra o f]Bs)en-19J, 4268 Westroac. Drive ] NAL " .I Nro-MG719 West Palm Beaeh, 4A A TTa,I LP.C. FL J3407 a DM1W7 N—C 1N0o 7 OC M. / Hw )UT IN f INSTALLATIONS W/ HV IF uc emiEs Ov uc,mla Raps Q . xv Eoaa Q w Q UR ExaRNO CUSS *4 a ttµ pn uo Ip BLADE W HV CENTER AT S xr®v u OPMRATIM APP aON wa. 1A.QFC 10•®w©•®w©.©w SEE END WALL CONNECTION ©O • ©wO Q ®" EEaTina cuss T-re uwT Awv. . 1`oiro rum I 1/' a®•® I MET aaP�nou1p'L j T• srs to TU9E I on/s. u• r s.0o n 6c CE TES r CE ES ui AMTgN ucN Axc1c (IpI I rtu �M' p w/ HV LOCK �i4 ar i2 TO s _ 5 _ ®^ ' 35* IN I 3 # 3 (SEE SMC aN sNm IT �d— — — — I — — - --- -- -- O ®w© 7pw© to •®w II-`,y 1 ' ® HVB IOU ®" HVC IO•®v®•®w®•®w R OE HVA a®w 7 wp io .®w POUNCRETOR •®v®'� O ®O1 10•�6w®. �w R,—rEgmN001A55 CQBWat w41 -—--S *oIN •®"�O9••®�w'®�® NM. SIP 11ON wCET M ES ®' asLASS °HNq # vroE S-- ® MINOR Ov ® ON DIKE DPRONE SRT 11)SCNE5 •�1 (IMR,OR) 1— - —_ - — - _ T CONC ----------- ------ OU— — — ---- L. IY * 1 1 1 RETE ANCNOR$ O 3 � 3 v.RRs OUT 1 e yr M. sum HVE HVF** HVD FLORIDA BUILDING CODE Non HI h Velocity Hurricane Zone ,EEI `�:•''VCENSF•,•%=� omTY mrzcp, ax, 0]01r TASTD14 METAL SUPPLY, INC. WIT A S S A Accordion Shutter System ■ * F \ * ■ ■ ■ 14V. ■noE 81 W/ OR W/0 Nv. w=w OAGE d./ qr E� TILUT TESTING @ ENGINEERING COMPANY American ShuNer systems , x comma.p.Tr pRAnT La, -• ,P' ,\ �1 EE, ua NN. xp. a`a0w, Rmp. afN Association, Inc. 1 I ow IS-ass�n� 4268 Weslroads Ddve t'ONALENG,11' ieawpe>io " West Polm Beach, FL 37407 s P.E. SEAL WiNATI DATE nava.E uR.I.15T : eMrcr OUT 1 * s¢ nos a ral w laa® . t eras ow uavau pa2o-n aeon :.x¢ r:w c 11W sxn mnamr. wxr r w2a u wxuanu® er ova aexir mBar:4 eaewsn, xn mrsn mwi w raw. aaa mevu xui :are Barcnrn w e»al } �-m•O,o b-o•®• umraaumms'arlaemaaac®oc2u:m-wa. 6 ' l - 8 1 MC416 QI Ma SMR, w7 et e5w Mx a6 Kl[RNa ©;4 "T" LOCK (OUTSIDE) ----------------- -® w OUT 0-20 x 1 1/2" S.S.M.S. 7/8"o x 3/32" WINGNUT. .:. v* FLOATING STACK ��LT U TIWT TESTING h ENGINEERING COMPANY 6W N., MB. SL 71-1 ,WyW Ca¢p1; Rpaa y rove] : (wales -law . rB, : Iwnen-ov �i •iil, D, ® �' I rt11�1► ULM a A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 � m eena a:um mO. ro®woo u �, e �� :rxau nam aiaOmu u4•.n e .uo rw m axm.:v unr xw ww ear O RAGE ®1 W/ OR W/0 ILV. we No 107 CONCRETE ANCHOR > f O IB' o.c. 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(LOCATE [RxpT ME OPQ) ' 7-8 .®w TO TRAC S �.O•QwQw®.®w SEE OC ONEO SLOE CONNECTION ID ®w©, �p 7®LO® END CONNECTION DETAIL03 ONCPETE OR CONMETE BLOCK C CLASS • RE A TUBED _ — — it OR • SEC LTSININS M USE TOR BLADE ON SNEET IR 0OR0ORgOR0OR@ J.IEW PLAN DETAIL % OR SPANS EXISTING GLASS -ri ToT sue( G '* A * ' 90'•; /��S'^rrVY .+Q ; ..- ( Ay AA TS '• d T ' s7DNAL Ea6,T d o r ,eru �er...... /mtv 1TTLr 0 A S S A American Shunter 5 Yslams Assocla1I0n, Inc. t P.. Weslro0ds Drive West Palm Bcaeh, FL J3407 'A'2017 EASTERN METAL S Y. INC. Accordion Shutter System HV. 9ADE 81 W/ OR w/o KV. wNOGN mAm TILLIT TESTING A ENGINEERING COMPANY vla xw. lEq v, N.. ADS x®¢. oxmo. TLERN W' PRuw r nDs1e]T-T6w . Eo, 1 Olv)en-lul x � A. I.E. 11. EWADL Uc / AA16] 6tsuonax DATE Im..x er: L,c 1 Ole 10-O85 ]/1 MR O]/1]/I7 A ; DRAWING No —1 07 . MIMUM SHUIILN SPAN -L+- OR -L-_ ). FOR INSTALLATIONS Y!/ MAXIMUM $NUTTER SPAN' M ' :EhMMATES. ®& ®of or ' ONE H.V. LOCK ® or ® or or( I �I OR 7 (R FOR INSTALLATIONS W/ LOCK ® W/ NO LOCKING RODS or ONE HV LOCK or CENTER28® 29 W/ ONE W/ NO LOCKI C RODS LQT LOCK 30 TWO LO®NO I (SEE NOTES t. }T) .. 44A C p r WALE MOUNTING FL/CDUNe ww ODRuDUNnno hW-0 L7 I ROOR/Ca1NG 4ouNlwc ]ONEUULE 03 MAXIMUM SHUTTER SPAN* 'L+' R 'L-' (ft.) INSTALLATIONS W I" ATES & W/ ONE HV LOCKS OR W/ NO LOCKING OE (VµO FOR MDUIRwO(m SNEO 2- CONCRETE INSTALURGNS P� ROW/p81N0 YMtRNG M A? 1 ROW NL 4puHlillp LI l- 30 16'-0' I I6'-U' 35 IS'-2' 40 14'-2' 45 IS'-4 IL-3• SO 12'-3' IS-1' 6s Ill. -1' 60 10'-2' 10'-I1' 6e F-5 IP-1• 70 B'-9' R-4' 75 I Z .n LEGM CONCRETE & MANSORY WOOD WALL A. B. C. D, E. M. N, 0. P. Q. MOUNTING F. K & L R. S. & V. BOOR/CEILING MOUNTING G. H. I, It, J T. U, W & X & M 0 MAMMVM SHUTTER SPµ 'L+' OR l= FOR INSTAVATIONS IWO WOOD SHME BE UNITED TO 105 or. AS.D. DESIGN PRESSURE RATING. t HY CORNER CENTCRNATE 13 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCIOHG SPECIFICATIONS SMALL BE AS INDICATED ON MANDATORY. CONDITION 12 NOTE 13. SHEET 5. tt EltCEPT THAT 1LWYUM SNcmWR SPAN 'L+' OR 'L-' AND MAWMUM AS.D. DESIGG PRESSURE RATING FOR DSWEAnaa'RRo CONCRETE OR CONCRETE RIM SH41. BE LIMITED AS FOUDWS: I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P.a.R. 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 1.1 J) HV BLADE C2017 MUM. Wa. I L�C O TILUT TESTING & ENGINEERING COMPANY 6i59 Il,,. ]PA R. 44 ]p; gMjly µ@p5, 1Mpy y P!m• : (311s)621-I5U . rW 1 Mp9671-1sn "Re", UP. A.S.S.A. American Shu6er Syat Ons Assoolatron, Inc. 4268 Westroods Drive West Palm Beech. FL 33407 (1) L+: MAXNUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.O. DESIGN PRESSURE RATNG. L-: MAX. ALLOWABLE SIPµ FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RATING. 2ALL PROCEDURE MONIWGS (TOP 80ROM) OR FLOOR/CVUN WUG: GIVEN A POSTINE AaD. DESIGN PRESSURE RATING. DEIETOWNE NM]UUM SPAN i✓ FROM SCHEDULE GIVEN A NEW11V[ A.S.D. DESIGN PRESSURE RATING. DETERMINE IMOCUUM SPAN 1= FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS COVAL TO THE MMM.UM DETERMINED SPAN BETWEEN 'L.' AND .L--'. (3) PROCEDURE TO DETERMINE MAXWUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNM'GS W/ ROOR/CERING MOUNTINGS: FOR A GWEN POSITIVE A5.D. DESIGN PRESSURE RATING: DETERMINE: L1+. MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. U+- MAX. SPAN FOR FLOOR/CEMG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: LI-- MAX. SPAN FOR WALL MOUNNX: INSFAWnONS. U— MAX. SPµ FOR FLOOR/COUNG MDUN LNG INSTA."TIONS FINAL MNIMUM ALLOWABLE SPAN IS EQUAL TO ME MINIMUM BETWEEN 'L.+'. 'U+ . 1= AND 'L7-' (4) GO TO ANCHOR SCNECULE WON RIVAL N,,,UM ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM µC R SPACING. 02017 EASTERN METAL SUPPLY. me, B I TIJ Accordion Shutter Syste) ILV. MADE AI W/ OR W/O KV. WINDOW RAVE v. IN memmox oAOF M. 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Top h M1104 W/ w�m N K IN ERI R IN 3 WwO IN 24 21 21 • 21 21 1 2 3 1/4* (T,,j- (6,L&J I 24 (coa) r 6 1/2- Hy-c- FLORIDA RI 0 . ...... ......EN t S. ZLILTEco A.S.S.A. TILLIT TESTING & ENGINEERING COMPANY AMerfean Shutter Systems QT&= nL mn... ua sam Assoclotion. Inc. R. 4268 Westoods D&, West Polm Beech, FIL W�719� knm 33407 p r Q�v 912'A"A'x � � i I A 6063-TS ALLOY MUST PENETRATE (9) r 7jL13 3- 0501 - 1/4*0-20 THREAGS P&MSMONE R-10K HD COMPONENTS SME, 3/8. 1- L ' OCA 0 e AT al I VIEW Y SIDE CONNECTION TO TRACK BLADE #11 W/ OR WING No 7-107