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HomeMy WebLinkAboutSET UP-INSTALLATIONSFha\li[fdmIl[/ll 1. BERNU H.Y. ACCORDION SHUTTER SYSTEM SHOWN ON MIS PRODUCT EVALUATION DOCUMENT /P.ED.7 HAS BEN VEPoPIED MIT CONPLYRCE IN ACCORDANCE WITH THE 2Di7 (BUT MUM) OF THE TILTING INKLING CODE TINS ACCORDION SHUTTER SYSTEM SHALLNORBE INSTILLED AT HIGH McC HIMK.ANE ZONES. DESIGN WIND LOWS 91ALL GE DETERMINED AS PER SECTION 1620 Or ME ABOVE MENTIONED CODE, TOR A BASIC WINO SPEED MOUNTED BY THE NRISDICRON WHERE SHUTTER DULL BE INSTALLED ARM A DIREGROMNRY FACTOR K0.095, USING ASCE 7-10 AND SHALL MY EYCEm ME YAWYUU (AS.0) DESIGN PRESSURE RATINGS MOALED ION SHEETS 11 FROM 15. 19 & 20. W ORDER TO VEPN ME ABOVE CM WN, ULTIMATE DEIGN WIND LOADS DETERMINED PER ASIDE 7-10 SHALL BE MW REDUCED TO &So. DESIGN WIND LOADS BY MULTIPLYING TRW W 0.6 1N MOMM COMPARE THESE W/ W. (A.SO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS I THRU 15. 19 & 20. W ORDER M "'Or" THAT COMPONENTS AND ANCHORS ON TINS PE.O., AS TESTED, WERE NOT OVER SIREESED. A M Z INCREASE W ALLOWABLE SIRES:, FOR WIND LONG, WAS am USES W MEW ANALY9& HOMER, A WIND DURATION FACTOR C0-1.60 WAS USED FOR NUOnGTON OF FASTENERS ON WOOD. W OA HV. ACCORDION 9NfIER SYSTEM.DU S ADEQUACY FOR WIND D LARGE IG9{ MREPORTS NLsE DPACT LOW N VEILFIEO KAS RO ACCORxCE WIN SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER BERTHA -HV BADE 0 10214.01-03, /071&p1ro; /1004.01-00. 11214,01-05. /0317.02-06, /OBOBAI-10 AND 10210.01-11 AS PER TAS-201, 7AS-202 AND TAS-203 PRDOCOLS AND ASTM E-11, AND E-1996 RUADARDS (MISSILE LEVEL. D. WIND ZONES I. 2 & 3) & 11220.01-10 AS PER TAS 201, 11 & 11 PROTOCOLS URGE IRS9LE ,.I -W WINDOW BLADE m 10505.01-011 AS PER ASTM E-I8116 AND E-1906 (195511£ LEVEL D, WON ZONES I. 2. 3) BASIC PROTECTION ONLT AND / 0725.01-BB AS PER TAS 202 PROTOCOL 2. W GLADE( AND W WINDOW BLADE 0 ANE ENGINEERED TO WORK W UNISON VON EACH OTHER UNDER ME GENERAL VIOLATIONS AND CONDITIONS OF USE INDICATED ON SHEET 10 3. BERTHA H.V. ACCORDION PINS (HY SCREWS), USED AT OWES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO BLACKS SHALL BE 1102.75• AND /14A1.75• RESPECRVE.Y, 410-M YRTAI SERIES STNME59 STEEL GORDO WIN 135.0 W YIELD STRENGTH AND NO W TOUSLE STREI PINS 9UI1 BE CGTEO WADI BERTHA W D41'TNSNIEN COAMD C S EM ASH MNAMADMRm BY VP COATING APPLICATORS, REGISTEMED M .WFDICAN STUTTER SYSTEMS ASSOCIATM PINS MUST BEAR ME NJ MNUGNG ON MER HAG. ROVED 4. ALE ALUMNW EKTRUSKNE SNAL BE ALUAONY ASSBOM"M ALLOY AND TEAPER AS INDICATES GN SHEETS 2 AND 3. MINIMUM HIED STFOGM FOR 6D6]-T6 ALLOY IS 30.0 W AND 35.7 AH MR fA05-15 ALLM. & ILL SCREWS TO BE SWNIESS SIEF1 3N OR ile AS SERIES OR CORROSION RESISTANT CGTED CARBON STEEL, AS PER OIN SODAS WILL 50 k, MW. YIELD STRENGTH AND 90 of MIN. TENSILE STRENGTH. AND 9 COMPLY W/ PIORKA BUILDING CODE SECTION 2411.3.3.4. & BOLES TO BE ASTM Aa07 GALVANEFD STEEL, OR ASH W4 OR SIT SERIES STAINLESS STEEL, WIN M W MINIVAN WElO STRENGTH, 7. SEE ME FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS' IN BLADE (D : 12.13.14.15 AND 20 W BLADE 0 A O WORKING N- UMGO, 12. 13 & 10 & THIS BERTHA HV. ACCORDION SPUTTER SYSTEM BEARS A US PATER /11'779.51t COMPONPNIS OF MS APPROVAL ME COVERED, IN WHOLE ON N PACT BY U.& PATENT l5.45B,179 5,UM TO ,,TNN METAL SUPPLY. INC. 9. I SWLL BE ME PESPONS®LLIY BY ME CONTRACTOR TO VERIFY ME SOUNDNESS OF THE STRICTURE WHERE SHUTTER I9 TO BE ATTACHED TB INSURE PROMS ANCHORAGE COMPACTOR TO 2 ALL SHUTTER COMPONENT EUGES WON REMAIN, THM FASTENING IN CONTINUOUS CONTACT WHIN IM EUIIDNO TOM,, WND/RYN INTRUSIONLL/GLUt 10. EACH UNIT MUST BEM PERMANENT LABEL IN A WELL PLACE WILL WARNING MOTE; DURING PET00CS OF HURMAREWARNINGS HOME OWNER, TENAI, OR BTnEHS, MUSE MMMY CLOSE ALL IN AND NO CENTERMLIES AND ENGAGE OR LOCK ALL W AND ND-. LOCKS, I'- SHUTTER MAYUFACIUAER'S LABEL SHALL BE LOCATED ON A READILY NSI&E LOCATION AT ACGORUNN SHUTTER W ACCORDANCE M,, SECTION 1709&.3 OF FLOTILLA BUILDING GOOF ONE LABEL STALL BE PLACED FOR EYE T OPENTI LABELING TO COMPLY WITH SECTION 1700.9.2 OF ME PLORaA BUILDING COME 12. BERM N.V. /LCORONN SHTTIFII SSTEIfS INSTALLATION SNA1 COMPLY WMI SPECS NOICATEU IN THIS DRAWING PLUS AM BUEONG AND ZONING REGULATIONS PROVIDED BY THE JURSDI0INM WHERE PERMIT IS APPLIES 70. 13. (P) MIS P.ED. PREPARED BY MIS ENGINEER a GENERIC AND DOES NOT PROADE INFORMATION FOR A SITE SMCIFC PROJECT; L.. WHERE ME SITE MOTIONS DLVM1ATE FROM THE P.E& -'� (6) CONIRALTOR TO BE RESPONSIBLE FOR THE SELECTION. PUkLUSE AND WSALATIDI WCWOWG LIFE SAFETY, OF T,S PRODUCT, EASED ON INS u P.E0. PROMISED HE/9NE DOES NOT OEMIE {ABM THE CONDOMS 0080 ON INNS DOCWEM. CONSTRUCTION SATET' AT SITE a ME COHIRACIDWS RESPON9SLIIY. i (c) MIS P.E.D. WILL BE CONSIDERED INVAUD IF ALTERED BY ANY, MEANS. (d) SITE SPECIFIC PROJECTS SAIL BE PREPARED M A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME ME ENGINEER OF RECORD (EcR2 FOR THE PROJECT AND WHO WILL BE XXESPONSISLE FOR ME PROPER USE OF THE P.ED. MICRON OF RECORD ACTING AS A DELEGATED MOMENT TO ME PLED. ENGINEER SNALL MA I TO IN LATER ME SITE SPECIFIC DRAWINGS MH RENEW. (a) ORIGINAL PLED. SHALL BEAR THE GTE. AND ORIGINAL SEAL AND SDMMRE OF ME ENGINEER OF RECORD DRAT PREPARCS IT. e �\ GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL LONDOW BLADE & WINDOW DETAIL AREA 2: HV BLADE n AND HV WINDOW B A0F flA (WHERE APPI I_CABLEI TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCMIE/GLOCI( SWEET 7 CENTERMI TE DUALS NV SHEET B CEOERMATE ALTERNATING OETMS W SHUT 9 NO CONNECTION DETAILS t-6, CONCRETE/BLGCK SHEET 10 MAKIMUM SPAN TABLES SHEET I ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 15 INSTALLATION DETALS S-K, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & K, WOOD SHEET 1B AAA 3, HV WINDOW RLADF Q ON V TYPICAL SHUTTER ELEVATION SHEET IB AREA 4: HV WINDOW PRADE M ON Y WSIALIATION CUMILE, MET& SILO WAILS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA SCANNED ' BY St. Lucie County J`QG`"..•• •••.: Arai GENSF'+.,9 /�/l i 'AP N L �6TA{f 6V 'l � ,A _-fs " `'Ttr _ S/ONAL0�0 P.F• •�T•AK•/SIFAe6YiIRF /nATF o2Dn mTEco. I7G. IL E C O El.-. AI.SI.S�I7■ American ShUHer Syalema Assoclatlon, Ina. 4268 Weelro9ds Drive West POIm 80-Ch, FL 33407 02017 EASTERN METAL SUPPLY. INC. BER H TU Accordion Shutter System RV, BADE 81 W/ OR W/O H.V. WHEN RARE TILUR TESTING & ENGINEERING COMPANY R5s H.. TAN, a` Ela �+• wvA4 rAIIRIHs, noRw vI ° (SOS)e71-t5 a.ra.v (ws nt_ty1 _ va mI"6°7°ee°I'`•" arLm A TAUT A,. P.C. FLOPDA LN. / 44157 LV. H o[sa Pn9N wtt DRWN D LO A a0 t5-Les 7/27 1 wm D7/27 n 7 s DRAWING No 17-107 4 1OHV SOLID RIADE COVERED UNDER US PATENT ® 6458179 OF USE OF BLADE ON SHEET 19 QUALIFIED FOR USE 1Y/ HV I..063' -093' 0' e' 91D Late' 11 D CEILING HEADER 0 EO FOR USE Y// )N BLABP ONLY, SEE SECTIONS FOR VALID 6063-T8 ALLOY AND TEMPER YN %YN YIIXI 1' acal. 16 SIDE ANGLES QUALIFIED FOR USE W/ HV 4,999- 3HV UNIVERSAL FLOATER QUAUNEO FOR USE W/ W BLADEQI 6005-IS ALLOY AND TEMPER 1p HV HEADER/SILL QUALIFIE 6063-T6 uCo� AND TIEUUOP� (I�ONU L===r ALUMINUM AN QUALIFIED FO$$ USE 14/ HV BLADE(1) ONLY. 6063-TS ALLOY ANO TEMPER ® UA DIRECT A OUPLi1ED FOR USE W HV BLADE I 6063-76 ALLOY TEMPER_ O HV WALK —OVER TRACK OUAEIFIED FOR Uff YI/ HV B ADE 1 6061-i6 .ALLOY A C TEMPER COYPONEM � B fl M OB ]' 3' Matt a1P]• 0.19]' Is z.Y r uut aMo' 0.190' ® a• s• uAx. o.uD• oem' OS HV 90'/180' STARTER QUAUnED FOR USE W/ W BLADE V) 6063-76 ALLOY AND TEMPER .ew.' l2r 11 . (I)HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE 01 ONLY. ILty CORNER POSTS 0 flED FOR USE W/ HV SLA B A0E AND 606 - D TEMPER @ HV RAINGUARD QUALIFIED FOR USE W/ Fry B ADE(I) 6063-76 ALLOY A TEYPEg, d 'A IFI''PV 4'•' • .)(��l �VCENS✓e :, T1r TATE 0 3 % Lourr D C'Ss/.(7h Ynmkie )n�rr 6YDM mTLCO. D1C IT E C p A�S�S�A. Amerfean ShuNer SY91eT9 A9eeeIQROnh Inc. 4268 Westrdads Drive West PDIm BeDeh, FL 33.407(A.6)1-I5. 02017 EAS F N METML SUPPLY. INC. ER A TY Accordion Shutter System HV . BLADE 1 W O2 W/O NV. WINDOW RACE TIWT TESTING A ENGINEEgINO COMPANY US, ePw%3 On Nth. 31u A zN DYNpM 4 Nam. ON ru : (33)D)1-I331 nt...... E DORRA Mc. 1 .167 sv. R DLsemPnax wrt DPArm en Le ] 0 AWING' 07 !10 HV CENTERMATF FOR USE W/ HV BLADE I & 600-T6 ALLOY AND TEYPC . G wAN A 'Na"' O"TaN 0 HV MAL w �J .LOCKER FOR "T" LOCK CENTERMATC QUALIFIED FOR USE W/ HV BLADE 1 ONLY QUALIFIED FOR USE VI/ HV BLADE IOONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HD CEHTE 6063 OVAL FOR USE W/ NV BLADE 1 & A 6063 -T6 ALLOY ANO TEMPEfl ® LOCKING R0OA QUALIFIED FOR USE W/ HV BLADE01 6063-T6 ALLOY AND TEMPER 6063-T6 / 11 • ) ]5'0 %6 HV 3 -0-1.6 Al ® HD G NT RMAT 'c � QUALIFIED FOR USE VI/ W BLADE 1 & 9 6063-i6 ALLOY NO TEIIPER 21/x' Cy,/A-R (3�j H�f4"m-0ALI 304 RI c THUMBS Ric QUALIFIED FOR USE vl/ RV BLADE iQ :s oxDl) mtEm, xK; IL_I L ECO TILUT TESTING & ENGINEERING COMPANY , , PN : (W5)87F-151!0 . ro.: IOOS I-1331 RDRGL Ma I -95r. `LIE' 315' O A' (la _ ,HV EGRESS LOCK QUALJFIE060R USE W/ IIV BLADE (I & (9 ONLY. .TIN A(1ER RMTING BUMRMIING 1/4a9-20 RIVHM RM-73 Auo,) LARGE RNiOE 110N 820. M YAMUTACNeLO M' AVpa. M. NLW dp5(Y on% OR [g1,1L FO$$ USE 1V/ HV )E61 ONLY. `CCYM10CR OR AEY LIUNaER alns• Y 1 .Ixs• uA.. a i1NY91ygN FIER 1. n fYLaDOi IJB ua. �q HD LOCK BY REGENT HAROWME MORPSE LOCKS SERIES 2333 HOOK SOLT LOCK. --OVAUFIED FOR USE W/ HV BLADE 1Q& A.S.S.A. American ShuHer STatems Assocla}IOn: Inc. 4268 Westroads Drive West Palm Beach. FL 33407 OR W/0 HV. CAWING Na 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 1Q HV BLADE 1 ® HV BLADE 1A HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING Q HV NYLON HAT WASHER © NV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'K3/I6" THICK NYLON WHEEL 0.188'0 AISI 302 SERIES S.S. RIVETS © HV 1 3/4" ACCORDION PIN W/ #8 HEAD ® HV 2 3/4" ACCORDION PIN W/ g8 HEAD ® POLYCAR80NATE IMPACT RESISTANT HV WINDOW (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR HV ® BLADE. EXTERIOR J TYPICAL SHUTTER ASSEMBLY N.l.s (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iQ BLADE WHEN CORRESPONDING TO INSTALLATION "11". 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. `MEET (10 ."24- Ty', Ir— o BP !7' DOR I O OR® i li ®j EXTERIOR IN PIN © 0R ABLADE'S KNU(SEE Non: mREQUIREME A6SSEMBL 1O2017 IOTECO. M IL- ECO TILUT TESTING & ENGINEERING COMPANY IRan.: R]o]7en-tam , re. I (]oslen-1]]I e-mmt EnacmooEM", m-Iaoe7m KORRM A 1 P.L ROMC IF /14MI6] s7s' POLYCARSONATE SOURCES FOR 4 M1iCV..RYWIBf HWV9L sruum moms f79Rf .s �a.M �i � m o esssu: s9]o,e muxrr RmwaeV M]u mn mu aM' mM m/a mm[ rmR ]IRIMM Pau M]7 q.CU w ].]oo itW.Vl 41RE9M .1 tla➢ w51y mpp If.50t 0.LL FaE I)A(O LL NhuW1 umuus 0@!LL Psn om ]noon w ]n.000 P.a 'sae mm 351Y WN 10 R-O/in R R-O(n a.ove o].sn Pm me.] as a ePe ] uu Rarz or m]Nua Pau onv o- ePv o-1 auss w manax eau Dlw] 10.07 uo IDd➢�' Kiu D16! If.`0[ 21M19GIN.YIW Kb lM R9 PLL 10.0 A.l maE snsa moae 7URER.R Pau as eMi w: wo a.] wS AmS.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach. FL 33407 KV RACE ®1 W/ OR W/O HV. AWING No 17-107 IRS E i F 8i Fi O• OI O• Q' D pI Q. 0, p. p. 'L• f I�r,•I1��r,I�nrlrulnatr,�tt�tttn��,_ Itttt�,rnn II I�Ia�Y�S��YI��IJJ�sIJ�i�s� sJ'! , 0• TYPICAL In HHV BLADE SHUTTER ELEVATION N.T.S. 1, UAtAAW1RY CONOInINt JI. ONE HV LOCK !� w ® SHALL BE USED AT 1/2 OF SHUTTER SPAN MR ANY SPAN OR 12 MOVE Op BFJ,OW 62 OF SHUTTER SPAY FOR SPANS UP TO 105'. AND FOR INST TONS T ANY ELLVATWN. HV LW tTS ar NAY BE USED AS .W INSIDE OR OUTSIDE LOCK, ATFACHED TO OR CDMRL14M W/(2) l/4'0-20 a 1/2' LONG FLAT HEAD S.S. U.S. LOCATION OF LOCK SHALL BE AS INDI SHUTTER ELEVATION. 2. • IF DES R FOR SECURITY PURPOSES, UP TO TWO HY LOCKS , 40 OR lAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CEHIERUAM LO SHAH BE AS AND LOCH ION BE AS IN66TIff ON TYPICAL SHUTTER ELEVATION. :.F b IS Teen W/TWO NV rv+U LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY USED IF DESIRED TO ENHANCE SHUTTER PERFO VANCE. LOCKING ROOS ,Q OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4, •ONE NV LOCK, ®S BE USED AT CORNER CEUIEALWESF.. Nil' SPAN LUL AND OMAUATIONS AT c�-SW1#�e SE9-Ai-'AT6UISIBE OR INSIDE LOCK, ATTACHED TO O3 CORNER CENIERMATE W/(2) 1/ 0-20 v 1/2' LONG MT HEAD S.S. MS. IWO LOCKING RODS AT TOP 8 OM SNAIL BE USED. LOCATION F LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER CLEVATION, MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 9 5. ONE ALTERNATE HV LOCK NAY BE USE IN UEU OF HV LOCK or FOR ANY SPAN AND [ OF 0-20 ONSAT NiAELEVATION, AL pOATE LOCK MAY BE USED AS AN SIOE OR OUTSIDE LOCK. ATTACHMENT OF 1/1'0-20vO/{' S.S. THUMBSCREW TO ® on MAY SHALL BE MADE W/ 1/4.0-200/4- ALUM. RM1T'UT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SMAU- BE USED AT 1/2 OF SHUREN SPAN OR TWO C LOCKS AT 1/3 OF SHUTTER SPAN. S. MANDATORY CONDITION JT FOR KEYSTONE MOUNTING INSTAILATIONS, ONE HV LOCK G Or (' or ® SMALL BE —III USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR BELOW 1 OF SHUTTER SPAN FOR SPANS UP FO TO BS', AND R INSTALLATIONS AT ANY ELEVATION. HV LOCK @ Or@ or d2 NAY' BE USE, AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @ or 0' SYMMETRICAL CENTERMAMS W/ (2) 1/4'-20 K 1/2' LONG FLAT HEM S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ 0 OR ® TOP AND BOTTOM a COMPLETELY MANDATORY, NOTES ON HV "T" LOCKS AND CFNTcauAT•T:S. OF CORNER 1• FPCOlAN1•lE TO YLNLTORY COMDIOON /I VAND ONL 'Y ® ril �' lE5 G CENTFRMATE .lb�— WNGNUT MAXIMUM *NOTES 1.112 K V : ONE ALTERNATE HD LOCAL © MAYBE USED W LIED OF HV TACKS CR faR ANY SPAN AND INSTNIATIOI6 AT ANY ELFVADON. ALERNATE NO LOCK 0 MAY SE USED AS AN INSIDE OR OUMID LOCK. ATTACHMENT OF HD LOCK TO Q0� IS W/ D BB A O/B' F,M SS,M.S., AND INCLUDES RflNFORCEMDR INSERT AS SNCWN ON SECTIONS HUB -AND DO-Wr, SHEET 10. LOCK WY BE INSTALLED AT MIOSPAN OR 12' LOXIMUN BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @ 6 COMPLT:TLlY OPTIONAL `',•'Z?r .............. • v sF •.,L. 02017 MnM KK. 02017 EAs1FRN METAL SUPPLY, INC. BERTHA 7, Accordion Shutter System �--- ELT EI C p A�S�S`�A� ro' ' *' American Shutter SY91BT9 KV. BLADE #1 W1 CR W/0 KV. WRIM GUIDE anMBma, own oPAmI ec Lc :� 90 '••. QA�YAS TILER TESTING @ENGINEERING COMPANY ua H.. Ira, Association, Inc. 1 as 15-Os5 /n 1 wm 0722/n f. ,+ x. sw >o>..,maw r.Awa Iww. me PA , nogsN-,em . r..: (ms)da-1511 4268 Weslroods Dr*va • .••..•. '- rS , ' G\a1 d' ` sOHAL 2 s DRAWING No ®°tee° a°'+^�^ West Polm Beach, FL J74U, EN,,,II K4m A TRMT a. P.E. 17-107 0r c1,.7 ://Aiilor IMAI ILM"Ue A 44167 s POURED POURED NCRETE MMORS (SEE SCHEOULE ON POURED CONCRETE OR CONCRETE BLOCK DDNOILI: REaus: T CONCRETE SHEET 13) REQUIRD REOUIREO 1/4'0-20J/4' S.S. i CONCRETE INCHORS LL.CWNE SCREWS CONCRETE MCNORS SIaIFDUIE ON SHEET IS) rM 17 I B OVE (s[ v2whw®m+ 91aT T) / r / I - (SEE SCHEDULE ON W/ 1/A'-20 / SHEET 13) NUTS o 12'MC. / --� 12 W 14 .; I !' rr, •: ' r � Ilirx 1/4'0-20.3 'SS. WISHING r I/Z• l— ^ G4 S EWS USMC 1/P-20 NUTS � r — - • 19 EO EO o Ix• oc •'V2Yr_-� �r. E. D. ! .250' uvi r O3 OF IS L i : , •, � � I � I .250 Yv+. I I' !''. � yam• � OPIIgLLL I , �; / cn � I �OPTIONAI iIva 9wAATrn mw5� 1 LO,gC[ Avl yI I 1 OR ®� r I I ' MIN. SEPARATION TO MASS i I MISTINGUSS�I e�mt (ttq I I i_ NW. Sohn OH TO GLASS I 1 �MASS�—(SEE sci-so IE ON SNEEr Il) (SEE SCHEDULE ON SHEET 11) I SRNC : I O©HV WALL HEADER INSTALLATION BQ HV WALL HEADER INS TA eTION + KEYSTONE EgS1w0 GUS i 4C SNEGum N TO j Rw4 �l 1 OR �� I ' I EEr1 Ezelwc� --(SEE SCNFIWtE qi SNEEI 11) 7 II�iwYluq mR�(B[E 0 I uW. SEPMANON TO GLASS SCxE01RE ON SKEET 11) w am a IAITEm�®ausIvid-- Ip�r'NII i , fOPnoluL II LD i F. iI� iIl W Yvv. E O• I/A. WV. OPTIONAL I - 13 } • '� /• - 12 CI®IIA'0-20J/A' i, S.S. E PM'WP$ 1RU53 HEAD �IRUSS NCRETE ANCwORS / ,/� l 1©oR I8 E YACNI.VE SCREwS VSWC 1' 1/P-20 NUTS O 12' OC. L^/ '\r _ CONCRETE M'[IroRS MFIO WCWNE SCREWS (SEE SCHEDULE ON POURED CONCRETE (BEE SCHEDULE ON SHEEP IS) I. Nil. POURED CONCRETE SHEET 13) Vf/ I/4-20 tN15 a 12' D,C, O /./ OR CONCRETE BLOCK R[WIAFOdOCIt QD HV WALL SILL 1' wLTC ANGHDRs INSTALLATION ON (MiEEfl aEamnEo RED CONCRETE 14) OF HV WA SILL INSTA e710N OR CONCRCIE BLOCK wAu REQUIRED Q 'HV WALL SILL INSTALLATION x-1EFOR mORwFDRNar srnROVR: 1- SEE SHEEE 4 FOR IYPIGL SHUTTER • INSTALLATION DETAILS W/ 2-S uOUf ZINC SCCIIONS CAN 6E COMBINED G 0. - DEM MSEANCE (SEE EPECIrIGTI0N9 ON SHEET IS) O pLflPDE BAONNSHEET 1S OF 199 FOR Q HV BLADE w Mf/ WAY TO SUIT W TSMLL1knON, f AA/ A� AA,!� - FLORIDA BUILDING CODE on Nigh Velocity Hurricane Zone NS31 a1I ` .......... '•. �'�) 02017 mTECO. wt. ®2oT2 GSTERN YETN SUPPLY, Me. ' l ` ' 4 'T ILT ErCO �+ A■�7■S■A� ERT T, Accordion Shutter System Y H.V. MADE #1� W/ OR W/0 KV. WINDOW HALE TIWT TESTING & ENGINEERING COMPANY American Shutt Sysleme Ly,x ptl[Ypnall DAn 1)AART, el: Lc. '- �'•'•. �ORIOP: '�E(, p �v He xa LL u. sos wRc,w uAm,x nmRA v,s Assoclatlon, Inc. 1 oW Ts -Des T/2T a DaD oT/v I ......... �I^ Imo.: (we)s>I-Ism.ra.,(w)eTI-"R a Me 0evo. 4268 Westroods Drive 2 DRAWING "'.!ONALEN�', West Palm Be, . PL '3 s NO Arrl,✓• EaKW6Tm P4M A ➢OUT 11. P.L. 7-1 O7 P.E.'SFAL/SIGNATURE/DATE rLORIK LR. 1 .15T s SHEET Nw CONCRETE (SEE~SCNEOULE ON SHEET 13) SECURED pryr, J '�.. `' ,CEO iE% tom,•" r. l J � FI1 ,m 131w1 ' EMmxc I II � G1A55-� o n,aa w ^� 1�11Eq P 1 \(G) HV CEILING INSTALLATION 1 uN mWINc1 I .I1 OR �� —_ EXISTING cuss I I F m �A4v i 11Rrus�me �Wo r"',PQ°ana'W""�` � na..Md�a AITERW.TE ANCNOR I l rq I \ I EMSTING 9 - , r WCL1gN 1 (� GUSS j'Haw3/4` HE% WASHER HIM I 1 TEK 50REx3 -0 12` O.C. ,^ J / / / • �. DOE ] CONCRETE ANCHORS (SEE SCHEDULE ON'FEET TS) I i / l ! Fp rA"• 6 " / �,' r r , ! / APUCI l / ' l J/',.' ��•/ f J"/"/! EWE OF ! /"` M" / J 1/2' II� 1'/ EDGE f j // IF ZZ/ OF 5Uke IF f; . / "t I J r/;'F.. 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WHIM RADE TILLIT TESTING. & ENGINEERING COMPANY Aesaclation, Ino. . „ snFnvnsx wR n awwN M,747,3 9& ±f• •.. p• •RID0. ; •,<EW�.t,TT 01,,�-'^--��-E. TONAL EN�',14'11 aaa N.x. aeu. s. w: vu, wlma cnoa9, F4ae, vIn Pnw,. 1 pa e)m1-u3s , h. a (Sm7D71-u5f mie �eoa am 4268 Westroads Drive West Palm Beach, FL 33407 1 a a OLD 15-0e5 7I2]/I m ]L.,7 DRAWING No y"rr4lnlun,• W&M A ➢W, 0, P.E. 1 1 7-1 07 o r eu, 7olnwmne n..m RORID4 W, 1 44167 5 SEE E OUT SLL N9TF5 OY IaCR6vR R066 ©. NP lOrA9 © v IN r Ensmc cuss INSTALLATIONS W/ 1 HV In04SEPM1M VI FOR / ** 9AOE GE(IS MISY.LLIp FOR /.LL BLADE W HV CENTERMATES ns w e rnnEPwTes�wvnne.11Plnavar0i °(®°�©'Oa' BO°'10 •Q°' OR. sEE END WA ONN CT1ON 70•®0+©.®'©1Q 0, i EXI MO GLASS 1 Q.®mQ.QADe.©o----------------------1----------------------- —i ]Te 1]'.1/6•,0'-] O.®a�9•®a�•Q 3t/P 7• 61/2• 7. /N6lE w/(]II/1'(iVMN 4, O]NCRETE 0 1/I• p®•® I T ilaP/eonam)e (()I10.1/2• SY.S. i0 TueE C'NT' t ES IIa13/5• S.US O 12' E TES MI . PA TGN O.G ML LENGM. W - AT 4f01 AxOLE (TrP)� i V G TO , HT El 5 OE ®a * 35 * IN 3 * 3 ON SHEET 11 `I/� it. 1/2 a ® OUT -©)ao••'. �Q®�a'•'®�©®•5'. 1®®®©a^•'©��'.• ®®®�ap1I4 l ' b ��J�3�.a�L�/ ©u• ®m' °a°i�©8 �' ID • ® a HVA VB a SNEE�fi S —u,--�POEVE UR EI— ONCRETE OR GLASS eoa wu - - - EO EDD IN 'wsU -- --- - JOtRss MO'0'@®TGU3 NOR OpnORAL NIN. SFPRINTOMR ®ON TO GLASS ®on'a (INTERIOR)(sEE ON___________ OuCNC Non 3 uwlEs 3 * I 9O * a ® a ® OUT e 1/2• M. SLLCN (Fi1FWOP) ** HVD oUT TTrTr,,,,,,,, 4,. HVE HVF FLORIDA BUIlDIN0 CODE(Non High V,116IL Hurricane Zone' ........... ✓ ' 02017 NLTECO. MC. ®2017 EASTERN MDR SUPPLY. Mc. TYT. vCENSF Y ,N �+ �+ R A V,N IL E C O I■e. A■S■S.A■ Accordion Shutter System g HV. MADE ®1 W/ CR W/0 KY. 151N E)W MALE )!� t TILLIT TESTING 8 ENGINEERING CONPpNY ARIBTiCOn Shutter Systems Er. Rmcr6msN o.,tt oRuel en Le. FFF ' �j 11 qss xa. uu, n, sn 301 lacua. Pwm4 n0na m1s Association, Inc. I OLD 15-065 /]2/1 OUL m 22 n vnaa : (aas-n ! 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SD E ON -_ ___ ©OR H@DR�OR CN SFEET 1 ANCHOR O tl FORBANCRETEN NOR T GLADES@&® SKEET to FOR iT + S BAOES &ram ---- - _ ®DR®OR I�OR 1® Doti - r r Y --_`------�''' ' `r Eo -'IL' I -- r 5 OWE�A6 OR®Oq�OR + 2• MIN. - ♦ SEE UN TIGNS OF USE FOR ���CUI V ON SWEET 19 i@OR®OR(qOR(5OR@ VIEW Y A, 1 OR PLAN POURED CONCRETE OR 1 OR & A C9.O O- 'C� ®-®.O•Q-Q Io .®- D�� CONCRETE eta% w,uL s Ajj''���� �Aaa. rraN ,K2a �•Qi�-©•®.©•®;. END S LLA IO RCDUIRED l"JQi�'v9'2w- ¢y- (� ©•O ©-0O ©' '�'©'�'®' C _H__Y BLADE OR HV WINDOW BLADE INTO ® Via® ®•O' ©'®'©`®•�'®- CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL SQ Qa •®-®.(®- .®- , A C ©Oe •®-®•�•�•® R2pTR mTEa FLORIDA BUILDING CODE ®sm HlTigh Velocity RN t 6UHurri None Zone TT , ; ....•...... �aENSF'.•..y RT VTM Accordion Shutter System ZGE - A■S.S.A. Nv. EbE #1 wOR w/o Nv. wtmw aAm TILLIT TESTING & ENGINEERING COMPANY American Shutter $Y9tBT9 Ev_ o[sf) oirt OWN 0Y: Lc. 9p'Fr AAN 055 N.W, 30% %11. 5w, eww, aW5E10,. IE,0IIN, e1 AeaociDtionl Ino. 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FLOOR/CEILING MOUNTING 0, H. I, H, 3 T. U. W & X & M 0 MAXIMUM SHUTTER SPAN 'L+' OR 'V'FOR INSTALLATIONS IWO W000 SHALL BE UNITED TO 105. P.T. ,LSD. DESIGN PRESSURE RATING. t RIV CORNER COHERMATE g3 MAY BE USED AT ALL MOUNTING INSTALLATIONS LOCKING SPEaHGT[DNS SHALL BE AS INDICTED ON MANDATpgY CONORION 01 NOTE 15, SHEET S. tt"CEPT THAT UACUUN SHUTTER SPAN'L+' OR'L= AND MAIGMMM ABLE. BMW PRESSURE RATING TOR INSTALATIOIIS INTO CONCRETE OR CONCRIEE SLOLTt:EW41 BE UNITED AS FOLLOWS: I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64.-72 V,sJ. AND 6'-O' SPAN, SEE MOUNTING©ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3- 1" C1) HV BLADE RORIDA Bt 02017'TATrc0. INC. iTTco- AA LS.Am TILUt TESTING & ENGINEERING COMPANY American ShuHer Systems was .... 2.m, s' Y.. us. YAua4A CgoC'r,,m 31,4 Association, Inc. Nw.: (305)871-150a . Fur : (305)E7I-IS]I 4268 WOStroods Drive wn, is 4Tleroa.W.c.m w-WewA`M West Palm Beach, FL 33407 A. rM Tlh. P.E. 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FIN& MAXIMUM ALLOWABLE SPAN IS EQUAL TO NE MINIMUM BETWEEN 'L1+', 'L2t , 'Ll- AND 'U--' (4) LW TO ANCHOR SCHEDULE WITH FINAL. MAXIMUM ALLOWABLE SPAN AND NEGTNVE Also. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 'AL 5VPPLY. INC. " -rR nv TI3 Accordion Shutter System ILV. 9ABE //) W/ OR W/0 H.V. 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ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS MOUNTING QFLOOR OOR MOUNTING (A) TO DOUG POURED CONCRETE (,, A 1'. - 3 WI) - 1/4.0`TAPCON OR TAPCON VBM A CEO MRFAOFORM TECHNDIDOY ANCHORS. AS MANWACNRW BY I.T.W. OUWER. (Min. 1'a . J hT ANCHORS SPACING IECEIR - /4'0 . 3/4' ALL POINTS SO110-sET ANCxa15. AS DISTRIBUTED BY "POINTS SMl BOLT h BPECtLLTY Co~. (III re . 3 h0 TAPCON OR - 1/4.0 BWE TO CONCRETE ANCHORS W/ CAP AS MA UFACTINEO BY FLORIDA FASTM ERS DIRECT, WC. (LRn. 14 - 2 WI) TAPWN WIM ADVANCED - 1/1 0 WPM. ANCHORS AS IUNUFACMRED BY POWERS FASIEN1 Wa. AND OCITHRUTFD BY Al POINTS SCREW. BOLT & SPECULIY TURD ORM TECHNOLOGY �� OR ANY OMM APPROVED LICENSED OR ARHORaED WITNOR REGISTERED WRH ME ANERCAN $NUTTER SYSTEMS MEDICATION, INC (12'vl• 1'e - 3 WI) SAFDIWS SOLIO-SET BLVE TAP W%,OAP NOTES: TAPPER♦ AI) WNHIUN FMBEDMMT IWO POURED CONCRETE OF TAPCON EW TAPCON WTH ADVANCED TIRMDMRM TECHNOLOGY ANCHORS AND NMM+ ANCHORS R 1 3/4'. AND NCB BLUE TM W/ W µ on R 1 1/2'. NIM A2) MIUM MO MENT OF 11 A 3/4• All PONTS SWJO-SET ANCHORS SUMNC AL BE )/0'INTO E POURED COMPETE NO EIBEDUnR INTO STUCCO SNAL BE PERUNTRI 1/4'0-20 SB. UACHINE SCREW USED SHALL /' ID BE I 1 1 LONG Wl SIB Ol 4 s1t 4w.TAnUrs W US[ f6R EXIST, AND 1' UNNUM FOR WOWS WITH NO SWCM. BINC ON •Ji6i iD A3) IN CASE THAT PRECASF STONE. PRECAST COMPETE PANELS. PAVERS OR MY VENEER BE FOUNO ON ME [BANG WALL OR TLOOa. ANCHORS SAME BE WHO MUCH TO Feel ME UAN STRUCTURE BEHIND SAID WALL PWISNee. ANCHORAGE E1ML BE AS IHDIDIRED ON NOTES All & A2) ABOVE. FOR IHBTAETATIONS ON VIM SEND OR On WITH OR MMICUT HETAL Ol CONSULT THIS MI FOR INSIALLAII N INTO BPS WMI METAL MOB SEE SHEET 20. (a) 10 E) mo CONCRETE BLCCN: (ASM C-00) i/4'0 TAPCON OR TAMON YNM ADVANCED TNNEADFORM TECINOTOCY ANCHORS, AS MAUFACNRM W T.W. BNWEC - 1/4-0 . 3/4• ALL POINTS SOUO-SET ANCHORS, AS DISTRIBUTED BY ALL POUND SCREW BOLT & SPECULTY COI10.1 1/4.0 BWE TIP CONCRETE ANCHORS W/ CAP AS'UMIRADIl BY n,DMA FBMIERs DIRECT. INC. - 1/4.0 TAPPER+ PNCxORS AS IAUNFACMNED W POTR$ FASTENERS. INC.. INO DISTRIBUTED W ALL PONT, SCREW, DOLT & SPECIALTY COUPAW DR ANY OTHER APPROVEO 4CENSEO OR'IARNONHED VMDOR RECSTERED W11H ME.AMaeEAN ENUTER SYSIEIAS ASBO ,ol INC. 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B3) "NUM MOMENT OF 1/4'0 A 3/4' AL POINTS MUD -SR ANCHORS SHN1 BE MILADY EMBEDDED HIM ME CONCRETE BLOCK NO EMBMMENT INTO STUCCO SHNL BE PERMOIED. Ile 0-20 S.S. UACHWE SCREW USED SHALL Be 1 I/r LONG MINIMUU SHI ST CCO ENIS, AND V WWUUM MR VIALS WITH NO STUCCO. DJ) IN CASE THAT MEW 'STONE PROW CONCRETE PANELS. FAVERS OR ANY VENEER BE FOUND ON ME MONS WALL OR II Al SOUL He WHG ENOUGH TO REACH THE UAN SMUCRURE MIND SAID WALL INHERES. ANCHOWGE SHALL BE AS INDICTED ON NOTES B.1) & a2) ABOVE MR INHWAANORS ON WNM1 BIDING OR DHS WIN OR WRICUT MEDL MUMCONSULT 1W8 ENCNETA FOR I STALTARON INTO E65 WRH META STUDS SEE SHETT 2% (0) ANCHORS SWNL HE INSTALLED FOLLOWNO AU OF ME RECODUENOARONS AND SPEOR"IDONS W ME ANCHOR'S MA UFACMI Tm murmnF • ----- EDGEDISTANCE Re R SPACING rue _NS ANCHORS, _.._ . ... ............ NApMW ANCHOR SPACINGS ME WUD FOR ME OVANCES INDICATED BELOW. FOR E. 0. LESS THAN THE IWRI REWCE ACxOR SPACING BY MULRPLWNO SPRING SHOW OR SCHEOUIE BY THE FOUOMNO FICTORs. to OWED HIRM ODTNMO HENM FMYOR SH4L NOT BE USE HULA MINUM SPACNn.INNI FOR EICH AIGNOR TYPE, FACTOR EOCE ALL PENT HDUD SET BWE TM W/ CAP TAPPER + TAPCON 1HREADFORM BICTANCE TECHNOLOCf MIN. SPA Mo ED. MIN. SPACNo - J• MIN. SP=NO - S. MIN. SPAaND - J 1(x' WN $pKYNO - J• 3. J/4• ♦- NHO GONCREFE & CIN1�CItfTEDE � � �E D pgIREOCONCREIE h PoVR[OCINitpaE & 0>a61E OOL41E1000t ROC]t UN. FA.] I/Y YN [d•11/Y CONCREC BLOCK WA EO..] 1 CONFAEIE BLOCK MN EO.r � AD.Um /5' 3' IA 0.00 1.0 0.7a 1.0 o.64 1.0 x 1 2- - o.1 1.0 - - Qa] 1.0 3' - 0.71 1 - - - 0.51 - 1 0.9I - - - 0.43 - 1 1 2• aas I - - O.Js EI1' N&'-- •••.•F/A- 02017 RLTECD. INC. 02017 EASTERN METAL SUPPLY. We. Accordion Shutter System ��Cp A1.S.S.A. *' o j KV. MADE. #1 W/ CR W/0 FLY. WINDOW 8110E b j y TA%E� j * 2 TILL1T TESTING k ENGINEERING COMPANY H15f «.. Amerlaan Shutter Systems AssaCtattan, Inc. ". N DIUmIMCH ou6 NMwN or: LC. 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INC. C �> iL_I—IE— * TILUT TESTING & ENGINEERINO COMPANY H, 4 eM111 HM. ]ON. SL. 6t,. d510 . Fox : (305), 1.1W ]J P1rt:p 1 1]p5JB}1-101 . (o, : (]OSIB)1-IDJI }1 -:iac emw719 EB-G)B])10 nN)LF A ]r. P.E nomW u., �. 1 uleT w RVANCEDHNOLOGYD-SET • SEE A1ICHOR SPECIFlCATIONS ON SHEEP IJ O VAl1D ONLY FOR UP TO *'a -75 PSF AS.D DESION PRESSURE RATING &.FOR SPANS PER SCHEDULE #3. SHEET I1 T HV BLADE ONLY A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroods Drive West Palm Beach, FL 33407 HV. BADE N1 WY OR W/O N.V. (AWING No 17-107 MAXIMUM A.S.D. DESIGN PRESS 1R eTIN ( 0 AND CORRESPONDING Is, XIL IL, AN V.OR cppCll Q0� c h D 1 FOR A GIVEN MAX. SHUTTER SPAN. NFGATNE A.S.D. DESI •N PR cc R eTwr AND A CORK CPONDIW • MDNLT.IdG TmF (SE Mwal ON SHEETS 16 k i)). E�U BBTRATE ®` i� '-O'se SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS RR W/ MIN. 0-0.50 WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS W& X SPRUCE PINE FIR NORTH W/ MIN. 0-0.43 WALL MOUNTINGS CEILING MOUNT T M. 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