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HomeMy WebLinkAboutSET UP-INSTALLATIONti 1. BERTHA H.V. AOCOREA N SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) ILLS BEEN VEOFROM D FOR CPLMNCE IN ACCORDANCE WITH THE 2017 (61A COHE N) OF THE FLORIDA MUM COOL THIS ACCORDION SNIPER SYSTEM SHALL NOT BE MSTMLED AT HIGH VELOCTY HURRICANE ZONES. DESKVI MND LCAOS SNAL BE DEFOURNED AS PER SECTION 16" OF THE MORE 10fr10NED CODE FOR A BASIC WIND SPEED ROAMED BY THE JURISDICTION IWERE STUTTER MILL BE INSTMLLD 4T111 A ERECNONMTY FACEOR Kd-0.05. USING ISLE 7-10 AND SIULL NOT DZEEII THE MNOMWA M.G.) DESIGN PRESSURE RATINGS IN0.'C.ATED ON SHEETS 11 THOU 15. 19 & 20. N CHEER M AERN THE AH T'B CONDITION, ULTIMATE DESIGN MIND LOADS DETERMINED PER MCE 7-10 ,,, DE FIRST REDUCED M &S.D.. MRA WIND LAMS BY MULTIPLYING THEN BY 0.6 IN OROERM CGMPMC THESE W/ MA. (45A) DESIGN PRESSURE RATINGS INDICATE, ON SHEETS 11 THIN 15. 19 & 20. IN ORDER M YEPoPY THAT COW'0.NENTS AND MCHO S ON THIS P.ED., AS TESTED. WERE HOT CM STRESSED. A 33 X INCREASE N ALLO'AMLE STRESS FOR WIND LOADS WAS NDI USED N THEN BERHU, KVN.-ACCGRGICN SINNER ST511I ADMUICY TOR WIND AND LARGE MISSIE 1UP,,Y LOAD INS BEEN YDOi1ED N ACCORDACE WITH, SECTION 1609.1.2 OF INC ABWE MENTIONED ME AS PER An. REPOIRTS: -NV GLADE Q IO214.01-03. I0715.01-03, /1004.01-05. I12144t-05, /030.02-CGS, I0609.01-10 AND f02IM0I-I1 AS PER TA-201, TAS-202 AND TAB-20 PROTOCOLS AND ASIU E-IBBB MO E-1996 STMDMDS (MSSLE LEVEL D. WING ZONES 1. 2 & 3) & I1220.D1-10 AS PER TM WI, M, & 2W PROTOCOL, URGE W,M, -HY WINDOW OWE 8 ID505AI-OB AS PER MCU E-1886 AND E-1996 (U15SILE IEVLL D. WIND ZONES I, 2, 3) BASIC PROTECTION ONLY AHD I M5.0,_W A PER TAS 202 PROTOCOL 2. W BLADE(DMD W MHOOW OWE 0 ARE ENGINEERED M WART( IN UNISON WITH EACH OTHER UNDER THE GENERA. UNCATIONS AND CONDITIONS OF USE MOGTEO ON SHEET 19 3. STAINLESS STEEL- BENINA KY. ACCGROIDN PING (NV SCREWS), USED AT BLADES KNUCKLE AND FOR ORECT MOUNT CONNECTION TO TRACKS SHALL BE /,4[275- AND I14A1.75• RESPECTI 410-HT LINNU4 SERIES COMING MP CsaSCREWS MS,EREO WNH AYEWGN SUMEN SYSTEUs Assee"on' PINS Y E BEAR THE W UMNNC ON THEIR HEAD.DICRCSIIIF3D CORING Ml[Y AS MWIffACT1Rm Et MPROIED 4, AX A.UMINU EXTRUSIONS SHALL BE MATNINUM ASSOdl310N ALLOT AND TEAPER AS INDICATED ON SHEETS 2 AND 3. MNIMW YIELD ST(ENOTH TGR HOBS-T6 ALLUY IS 30.0 RN AND 35.7 "1 MR 6005-75 ALLOY. 5. ALL SCREWS M BE STAINLESS STEEL 304 OR 316 AS SERE$ OR CONNGSpN RESIBTANT COATED CNSON STEEL AS PER DVt SON, WIN SO TW WN. YIELD STRENGTH MO 90 W UN. n NSM1E ONNSHON, AND SHALL COMPLY W/ FLIXIIDA BUILDING CODE SECTION 24„]3.4. 6. MT5 TO BE ARM A-307 CA.VMGM, STEEL OR AS W4 OR 316 SIRES STARES, ,FEEL WIN 35 W ,W WM SIRENGM 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: W OWE 0 : 12.13.14.15 AND 20 W OWE OQ & O WORKNG IN UNISON: 12. 13 & 15 R THUS BERTHA KV. ACCOROtDN SRTTTER S GFEIA BEARS A U , PATENT IB'779.562. COMPONENTS OF THIS MPYNVA. ME COYERD, W WHG{E OR IN PMF W US PATENT IS'458179 ISSUED TO EASTERN UEFA. SUPPLY. INC. IT SHAUL BE �' r THE CONRR4CTeR T) WEARY THE 9. ALL SHUTTER COUPUNENT EDGES GWHICH NaUM, THRMRU FASTENING C�NUO[ SSCOM� STRUCTURE WN NG SHUTER 5 M BE ATTACHED TO NSUK PROPER AVCNORAGE CON1NA cR TO SW./CMILK WTN tNE BUILDING TO PREVENT WND/WAN IN,,LSON. t0. EACH UNIT WST BEM PERMANENT WSL IN A MIDDLE PLACE AN WMIWNG NOTE DURING p,,M, Q MURRMANE WARNINGS HOME DWNFN, 1EHMF, OR OTCRS, MUST PROPERLY CLOSE ALL NV AND 1N CFNMICUMES MD ENGAGE OR LOCI( Al FN MO HD LOCKS. 11. SHUTTER 4AWFACTU(&R'S LABEL SHALL BE IACATED ON A READILY NSBLE LOGTON AT KCARDION SMU,IaR IN ACCORDANCE WT, SECTION 17 '" OF noRIDA BUILDING CODE ONE EASEL SIVILL BE PLACED FOR EVERY OPEWNG. LAMNG M COMPLY WON SECTION IM.93 OF THE FLOOR, BUILDING GGOE 12. BERTHA KV. ACCORDIDIH SHUTTER SYSTEM S INSTALLATION SH COMPLY WITH SPECS MDIFATED IN THIS DRAWING PLUS MY BUILDING AND ZONING NEOULATMS M,,OM BY ME ,RTSDI T" WHERE PERMIT IS MPUCO TO. 13. (0) THIS P£D. PREPMEG W nes ENGINEER S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPEOUIC PROJECT: i.e. WHERE THE SSE CONETONS DEVNR FROM THE P.ED, (P) CONTRACTOR TO BE RESPeNSCLE FOR THE sEELTON, PURCHASE MO I6FM41101H WQMDNC LRC SAFETY M N85 FM LA,, BABE, OH THIS P£D.. PRONGED HE/SHE GOES NOT MIATE FROM THE CONDITIONS DETAILED ON Fes OOCUNEM. CWbTRUCTON SAFETY AT STE IS ME CONTRACTORS RESAOx981UT. IC) TRS PE.D. WILL BE CONSIDERED IFWALID IF A.TERED BY MY HEMS. Td) SITE SPECIFY PRIMM SKIN. HE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EAR) FOR THE PROJECT MD WINO WRL RE AAESPON5191E FOR THE PROPER USE OF THE PM ENGINEER OF RECORD. PLIP:C A A OF3ECAIEO REVIEW. ENGINEER M THE P£B CR BRONESHALL SUBMIT M THIS LATER ME SITE SPECIFIC DRAWINGS FOR (e) ORIGINAL P£0. SHILL BEAR THE DATC MID OR.GIWL SEA. AND MATURE DF THE ENGINEER OF RECORD THAT PREPARED C. TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 35-44 TYPICAL WONOW BLADE &WINDOW DETAIL AREA 2, HV BLADE n AND HV WNDOW SHEET 4 RI ADrfinl (WHEN API-TARHARI FT TYPICAL SHUTTER ELEVATION At NOTES ON LOCKS SHEET 5 INSTALLATION MAU A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CC XRUE/eLOCIE SHEET 7 CCNIERUAM DETAILS W SHEET B CENTERMATE ALTERNARNG DEFMLS Hy ONCE. 9 END CONNECTION DETAILS 1-6, CONCRETE/6LOCK SHEEr 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEOLAE- CONCRETE & BLOCK SNEET 12 ANCHOR SCHEMRE- CONCNErE & BLOCK SHEET 13 MCNOR SCHEDULE- CONCRETE & SLGCK ANCHOR SCHEDULE- WOOD SHEET 14 SMELT 15 NSTALLAVON DETAILS M-R, W000 SHEET 16 INSTALLATION OETMLS S-X, WOW SHEET 17 END CONNECTION DETAILS 7-12 & X. ME, SHEET 18 AREA S• HV WINDOW B AO A ONL n'PICN. STUTTER ELEVATION SHEET 19 AREA 4: HV WLNDOW RI ADE n ON Y INSTALLATION DUALS. METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA SCANNED a BY St. Lucie County ,F P. ......... 11 GENgF;,_9+}� jr :� ` a.T F/ ; '•. :'R� AA R _fs •"•^••^'`• L IF'' P.E. SEAtiS)6TPAYURE/DATF Oi017 16TCO, N0. IL E C O LNG. A S S A A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads orry West Polm Beach, FL 33407 02017 EASTERN UEFA. SUPPLY, M. ERTN VTM Accordion Shutter Syste IV. MADE $I w/ 7i w/0 FLv. WHIM RADIX TILLR TESTING & ENGINEERING COMPANY xa SL S,,. o; NN2q uwW r� AI PMe : f3D5)67,-K53d . Fa+: (M) ..Ivt '- � �18'Cp1" -G00S/DNAIE WATER A eLLtt 4,. P.E. "167 . N um1PT01 WIFE DR.MN BIT'; Le O D07/27/ p ORAWING No 117—M ....-_ 3 4 5 OHV SOLID BLADE COVERED UNDER US PATENT A $458179 OF USE OF BLA�ON SHEET 19 60HV ADJ. FLOOR TRACK OUALIFIED FOR USE W/ HV BLADE '--1067 3-T6 ALLOY A 0.TLMPER �' ` BM 1.666' i • S)0' 11 HV CEILING HEADER 0 FIED FOR USE W/ NV BLADE 1 ONLY. SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER Y`1 %YM YYNI 1 .C6T 16 SIDE ANGLES O AUFIED FOR -USE W/ HV e4 6 4 4. nHV UNIVERSAL F OAT D QUAUFIED FOR USE W/ NV BLADEQT 6005-T5 ALLOY AND TEMPER BLADE L1 j? HV HEADER/S_ II I OUALIM FOR USE W/ HV BLADE pGlL 6063-T6 ALLOY AND TEMPE ALUMINUM ANGLES QUALIFIED FO$g USE W/,HV BLADE(1) ONLY. 6063-76 ALLOY AND TEMPER OQUALIFlEBE) FOR U_$E W hW � 6063-T6 ALLLOY 1161 TEMPER- B�HV WALK -OVER TRACK QUALIFIED FOR USE W/ HV BLADE 1I 6063-T6 ALLOY TEMPER COLPONENi A B T1 T2 (� Y 5' YAILi 1/B• t/6• ® 2• 5 UA%.10.192• 0.192' 2.6• T• W%, 0AN- 10.190' 2' S NA%. 0.139' 0.131' 0HV 90'/180 STARER OVAUFIED FOR USE W/ HV BLADE L1J 6063-76 ALLOY AND TEMPER J' 994' I 842 S 12 ' .920 O9 HV TRENCH TRACK QUALIFIED FOR USE . NV BIPDEQ ONLY. 1� HV RAINGUARD QUALIFIED FOR DE U((�$1))EE W/ HV 6063-T6 AMOY A)fD TEMPER, 1W x\3"'•. rAj�I ....... D �_P,rrTGT's t"s-R�#t.8�J.•T-/A7TCp�i/eTA�::' 1jj,1 ' olD� /0 �a% r TILTECO, WC ��C p ASSA A m Shutter Systemsive AeDDCID1I0n1 Inc, 426E Viestroon.Ra— West PDm Beech, FL 3340769 0201) FASTERN METAL SUPPLY, INC, BERTHA E, Accordion Shutter System Hv. BLADE 81 w/ aE w/o JEv. wrraW aeDE TIWT TESTINGaNNCmR4&AENGINEERING COMPANYAmerican no)aJ1-Tam .E: eU114rPE TUDRslA Uc 1 -167 , - IJ I /N2C7oe/17 DIwRArWm INn0G 17-1O7e,,r, HV C IT RMAT FOR USE W/ NV BLADE I $ 6063-T6 ALLOY AND 1EYPE PLAN A "'a"T �"0N � HV MALE "T" LOCK CEINiT� S.00KER FOR "T" I OCK rEHIERMATr QUALIFIED FOR USE W/ HV RUDE BY HY FEMALE "T" LOCK C NrcaueTc QUALIFIED FOR USE W/ F1V BLADE 1Q ONL7 6063-T6 ALLOY ANO TEPEE 6063-T6 ALLOY ANO TEYP[R OVALIFIE06063- 6FOR 5 ALLOY AND TEMPEPONLY 1.917 3 u 063' 21A• a .a V NG ROD QUALIFIED FOR USE W/ NV BEAE 1 & A 6063-T6 ALLOY AND TEMPER ® LOCKING RODD r:. QUALIFIED FOR USE W/ HV BLADEQ 6063-T6 ALLOY AND TEMPER 6063-T6 4-L" )b•0 S�6 HY 38"m-16 AI vJ OUAUFlEO FOR USE BED FOR VI/ HV BLADE 1 $ ALLOT SND TEMPER � 21�1/2-I J ve. 6-20 AI 1304 ERIES S S THUMBSCREWS QUALIFIED FOR USE Y)/ HV BLADE(J) iV HV "T" LOCK OUALIFIED FOR USE W/HV BLAOEQ ONLY. HV F&RESS LOCK QUALIFIED FOR USE W/ HV BLADE & (9 ONLY. —316• - f9- 11 TWO* AFTER RNETN BEFORE RNmE NG 1 A"0-20 RIVN IT* (=,-a AYW* L6RLE ruPw IN& BID. AS uA VNM mev A� >rr. Ixv .nvsn amB. a eaari HV ALTERNATIVE LOCK QUALIFIED FOR USE tV KV BLADE 01 ONLY. 0e>3• MR OR KEY 1 S> wn LTTIIiDDi EN REGENT P`ARD-MIE MORTISE LOCKS 3ERI 13M NOOK BOLT LOCK OUALff1ED FOR USE W/ HV BLADEOI $ OA 8111"P�' ,CTT-��:I!/ I.ry- G301) TIiECO. WC, 02017 E/SiERN METAL SUPPLY. INC.- 10 A BERT A H A Sc TM L�E C O Accordion Shutter System HV. BLADE a1 W/ OR W/0 HV WNDON BLADE * TILLIT TESTING $ ENGINEERING COMPANY American Shutter Systems . N Ms w w" owNN ? STA i wsfi K-•- 3eB. s<. M• nro. XNOrA wwoa, ,Law 331 Assoeie}ton, Inc. 1 OLD 1s-Dss ) 2)/1 wR o:/2)/1) "•— y' si PP— + (WSW, law . Fe.: gns7ml-1v1 4268 Westroa0s Drive ) '••�ORIO�`:'aKo dA "'""" °nio0av'tt'" West Rolm Beach. FL 33407 a :_L^s .. [ P ®-owmin DRAWING No S/DAlAL ENCi 111 "KL y A $Irt !r. PE A , %—' O% - P F �T:Ge1 A ONin.)r IiaR"A uc / N16) . SHUTTER ASSEMBLY SCHEDULE FOR HV HV 1Q NV BLADE 1 ® HV BLADE to ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING © HV NTLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.670•e3/I6• THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RNETS 4@ HV 1 3/4' ACCORDION PIN W/ #8 HEAD ® HV 2 3/4' ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW 11 .Ih _ �.1 � r .Ir P • aU�1"L (I) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR 3OTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR iV ® BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT n EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 BLADE WHEN CORRESPONDING TO INSTALLATION 'Il•, SHEET 7. (3) HV PIN ® OR © W/ 1/2" O.D. 1/I6' THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. HEET QO ezmz mr¢0. PK. IL�EGO TILUT TESTING 4 ENGINEERING COMPANY 6]]] NR 'A4 A SK ]OS MY011 OMW4 RfF4 ]] Prom : (]oslarl-u]o . rw : (ws)sn-Iv1 e-mcz: �W.�woxePm @-tlM W4RA A IfWT naa�a{ IJC 1 1418I SWE's wvuaa E 0w) EXTERIOR A.S.SwAx American ShuHer Systems Assoctattan, Inc. 4268 West.---- Drive West Palm Beach. FL 33407 I a _ .gers• .leas• v.'�. mAor .loszs• .osz,S Ua s• t1�L�(e1_L1Ye)�G1t 1 e 1 a . ]K POLYCARSUNATEIIAPA T R HV WINOOW BAYER MAKROLON 3103 POLYCARSONATE RESINS, UV—STASIUZEO GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE i' ON SHEET 19). r .:. M S ",. INC. B RT H TM Accordion Shutter System H.V. MADE 01 W/ OR W/0 HV. WINDOW BADE OryC0V110x OeR WM:M BY. LS 1 OtD NIBS /}]/1 W2 07/2J 17 y DRAWING No 4 17-107 10 h FULL V*U- � 2T T I I I T v 4 I�IfI _ m' 07 10•�81«©. � 1�1. �y « ©•J7 .�«©• 7•w TYPICAL .>l HV BLADE SHUTTER ELEVATION N.T.S. NE NV ® SHALL BE USED AT OF SMURER SPAY FOR SPANS UP TO JO! MAY W..USED AS AN INSIDE OR OUTSIDE U E 1/2' LONG FLAT HEM S.S. M.S. LOCAnC ....-......... ............... -gMDMQ OR SI6V.L QE AS wo Y IBE usm AS AN m5Bi �y LOCATIONMLL BE AS INDICATED ON T1 v . OPDONLL C0.:DDICN /2 N I D ONLY WHEN L A-� /2 R l W/IWD Hv. LOafS1. LOCKING RODS --.ry�25 BE USED IF OESwEO TO ENHANCE SHUTTER PEW / MAY ALSO BE USED AT STACKING POSITION (NON 4. ONE NV LOCK R nr S9 OF CORNER CENTERMATE BE FOR ANY SPAN Is AT ANY OF LOCK SHALL BE AS INOIG N SECURITY PURPOSES, UP TO TWO iW ECDON OF LOCKS TO CENTERMATCS 03 SHUTTER ELEVATION. DRY CONDITION /1 OR INITED RE NOT REOUIRED ATjR1RRICAI ME. LOCKING RODS 09 OR AN MA YuwMATB5IDR ANY SPAN TIDE OR INSIDE LOCK MS. TWO LOCKING RODS CS 'ICAL SHUTTER ELEVATION. 12. " a. mW, —N—IN IU U On U CENUTES SKALL BE MADE Is/ 1/4'0-2N3/A' At,N, RNNUT AS SHOWN ON SECTION HIE, SNEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANOAMRY CONDITION /. FOR Kcxmxf •^• NBNp=nc•ONE NI LOCK ®or Q''y or ® SNAIL BE USED AT 1/2 OF SHUTTER. SPAN FOR .WY SPAN OR 12' ASME OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96'. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or 0 ar 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TD 0 or ® SriNEfRAAI. CENrEpMAM W/ (2) 1/4-_20 • 1/2' LONG MT NPAD S, M. LOCATION OF LOCK SNAIL BE AS INOCATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 4�'S W/ OR `@ TOP ANDBOTTOMIS COMPLETELY MANDATORY, *NOTES ON HV WT" LOCKS AN12 C NTERM• ATEc 6:A W'wI OR W/ 1/40-20r1 SSUS. INTO A� 1/4'0. 3/8' R/NNUL�ONOOCK MAY BE ItSTTAUED AT MIOSPMN OR 12- lAAXIMUN ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKNG RODS Qom^ TOP AND BOTON IS MMCATORY. •NOTES ON HD LOCKS do CFN /y i. NO rM'K " W/ ND 'A R( E ALTERNATE HD I=(5) MAYBE USED IN UEU Or HI .O M 4 In ANY SPM AHD INSTN.IAB0l6 AT ANY OEVATKIX ALTERNATE ND LOCK a MAY BE USED AS AN INSIDE OR OU 5 LOCK. AFACHNI NT OF NO WV'TO TO ® IS W/ 3 IS A 3/8' F.H S.S.WS. AND INCLUDES RDNFORCEYEM IhSLFT AS SHOWN ON SECTIONS NCR- AND HDC-HVC. GNCET 10. LOCK WY BE INSTALIEB AT UTMPAN OR 12• MAKIMUM BELOW OR ABODE MIMPAH. USE Or LOCICNG ROM CS IS COMPLETELY OP oO 111' 1Y•-'............ .:./- i i VCENSF•.,✓ �0 111Y -nN7 m)ECA. INC. ILL ECO LL RR TESTING $ENGINEERING COMPANY eev Nw. ua s>_ sw 3m. ncaFA aWgR Now art I+pom : (3ns74]t-Isx . ro.: (XI])6]1-1u1 WLLICA A 11MR Jr. P.E f10R0A Uc. i u16) A■.7■S■A■ American Shutter Systems Association, Inc. 426268 Westr,sOstroCOs Drive West POIm Beach, FL 334U, 02017 FASIFRN UEUL SUPPLY. we BERTHA H Accordion Shutter System ITV. HME #1 W/ DR W/O tiV. lMld7W/ HME MINI aAH �_ i OLD Is-OBS /23/1 INTO W Z)/17Le 1 d' Dc ccni'1ttMVNi me Ans T A DRAWIING NO / _107 __ A . PWREO OURm CREEKONCNORS (SEE SCNEWIE ON PGURm CONCRETE OR CONCRETE SLM RCE�OUtaWEO CONCRETE pE SxEEf 13) REdIWFO Ila•0-SOJ/a' SS. \ (SEE Scream ANCHORS sNEET 13) 17 18 O [1Ytolt SEE YANM1.a®o SWST T) --,t _ COxLRETE Mato$ (2.sa�F)WLE ox YMIBNE SCREWS wNNS/e / • ____ i . 14 I ( -)" 1/2• . - Y Y1n 1/a•A-2W /a:SS. a Ea YACNNE 5 USNO 1/4•-20 11M ____ 19 I2 o.c 1. u I-EO to 1/2 - O 12 O.C. 1/2 .c o.• �`- 3 w c o.•- ' `OPTIOM i "I , 1 rn ssuw Ef.: owroxu i f- u�rw�a emw 1 OR ®♦ _ sm R rn Yw. SEPRRATpN TO OV55 I Or�me® UN. SEPARATON TO GLNS I 7 gx55�(SEE SGEWLE qi sNEET IT) wSTxO (SEE 9CHEWLE ON SHEET II) 1 It 3511NO CA^ V A V HV WAL HEADER INSTALLATION BO BY -WALL HEADER INUALLATION + KEYSTONE Uft[wsnvc GUS a y IxoJE O To QASS ♦ —(SCE SCNEWIE ON SHEET 11) 1N . 1I I OR i(� YN. $11)Ila N TO SET I i Em�Nc� 1 ` o'f el. k. I (SEE SatEINIC ON SMCET tt) GV55 1 ertss6eQ]. g{� ¢ EASnNO �i OrmOtulev 1G TI'YR• LO• I _fie- ii i' Ifa" 1 fOPIWt1AL / E.O.' 19 EOL�-Eo -_- 12@4,__ __ IH'o-20.] .• S.S. E0 EO nn113 NEAR �1/a'E-]0A/a' Ss. PeAl1K `CONCRETE ANCHORS i 7�7 DRIB YACIUNE SCREWS 12' t_". / (SEE H AN ON TRUSS NEAO NscKWE SCREWS 1' 1/a'_20 NU15 O R' O.G. w/ 1/a•yo 0 RETE IE (SEE sCHEOutL ON SHEET 1]) + ' YN. PDUREO CONCRETE SNEEET 1J)EOUIE ON xUls 12' o.C. .RE 6EocR RE coNCFEIE aLaClt .RED ,(SEE ScIE tA.E ON PEOURtED (O>, HV WALL SILL INSTALLATION RED CONOTEE ( 1a4) av ( HV WALL SILL INSTALI AnnN OR CONCRETE BLOCK WR REWRm O HV WALL SILL INSTALLATION mcnONST .MEET a FOR T.PNx SHYTTER INSTALLATION DETAILS W/ • E. a. - SOME DSPvNONS ON ♦SEE l➢ RC11$ OF V19 fM TRIG )sea' CAN GE caFewm (SEE SPEGDCA,bNS a, 5Rm 1]> , ,r. • euaE�w SHEET 19 \IJ HV BLADE n ro wrt AM' INsrAw.noN. A 1! FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 5P1 `�:''JCENS ••,• ✓9 = p2e11 TartC0. NC. OMIT EASTFAN IIETAL. SUPPLY, INa % F 3ER A HVTM 4 �+i��7.S' ■A■ Accordion Shutter System ' KY. HA9C S1 W/ OR W/o Ky. W)OON agE T TIWT TESTING k ENGINEERING COMPANY American Shutter Systems m�nox 4/ p wrt wxx ec Lc. �f''•.. ORIOP: �4, ,,E Ass. ,u,. ]eA sA s,.. m.,c n ow,s, nocA vt Association. Inc. I pn 15- 1�s �•�c-,— Pm,. i (eae)en-Isw. Fe.: (Sv)ell-Ixll 4268 Waslroods Drive o85 )/2T/1 w16 o!/Dfp RI•'°o0 . West Palm Beach, FL 3340. a DRAWING No NAL ®- ooa2ro PP Mll/etcuamor /n.a rtoRAA Uc 1a.ifi) __.__ l MRED CONCRETE ANCHORS CONCRETE (SEE EGIQRRE ON SHEET 13) ASSURED —E. D.• A f 11 ER r an i E%iSNND ' �— NL SDWYAt SD NO II tPl aAmm.® I10 HV CEILING INSTALLATION e 3 HEX MEAO- O 9' O.C. S.S U.5. O 9. O.C. J FOR MX'/E SHURER —(D I 3 -LASS—..' Ey , DJ�Q$® 1 ANOCR :I — I IOGLCH f L GLASS p1m3/a• NE% WASHER NEAO I EER SCREWS O IS' O.0 I ^ C - 7 CaNCRCTE ANCHORS 8 7 ' (SEE SCHEUO ON SHEEP 13) I' E { 11 aPPl1G +1. EDGE as- • ^' I I, i, { , a J /^ FILE OE 1 / " ' ` j 1 J2. . J.:-,•J EDcc OE wwUEtE _ POURED ' -•'•---®, /PnICALM1f C REDREEE 0.a CONCRETE RED MT HEAD CONCRETE ANCHORS �NCRfiE 'OU'RED 0 • - R ED MY HEAD CONCRETE ANCNDRS KOURED (SEE SCHEDULE ON SHEET 14) E. G. (SEE ScHMuLE ON SHEET la) 11 TRENCH INSTALLATION Q bV fL00R INSTALLATION HV WALK —OVER INSTAL i ATIC)N A D ON Y FOR V TD +70• -75 PSF RSA. t DESIGN PRESSURE RATING $ FOR SPANS PER SCHEDULE 13. SHEET II V ON L J J CONCRETE AVCMORS f (SEE sCHEwa ON f SHEET fa) Q S LLOL'L t �y— EDLE OSTNKE 1 ABi£ EX'Wrlav PE�RIORUED D: SPEGPGDONS ON SHEET 13) ADJACENT TO AN OPERN3E END OR ENTRANCE 1 A. 3 - w1 pr3 INS [. 0 f o ac ri3� fti 1,3/4• SAS T 17 18 1 p1az3/a• r.N. M, S„EA IMRED D9 GC CONCRETE OSIDES NONE N 13(0) DR CONDRETE SAGER RECIRRED © NV WALL WALK -OVER INM L ATION ,pro f� �L ^j'i USE 1/fa•p pjry f" \ O IY O.C. 2.U0•.ImJ. •' ' f : • EL. yW1 Lrm' tDE9MiM LON. . Q KEYSTONE MO NTIN INSTALLATION ♦ S�EUNI�FTfON$v �U B {'DR 1(�EiINSTALLATION DETAILS W/ O HV BLADE •r UV`•IAT ,• •E/9 �` 02017 MTEM. R+G ®Z0.7 EASTERN NEE. wAPLY. 1 LT�TE O A S TN - BEon Accordion C � � � � S A Shutter Shutter Syst( FIV. EKADE RI W/ OR W/O NV. VA VW B Ap nL11T TESTING $ ENGINEERING COMPANY American $LIY}L07 $�LOT9 N Dllasa ON SASS H.v: aaa, s1, afa 3a5 a„r�vA CMOSRA HOmA 3.t1 Association, I"G. • 1 OLD 15-M5 ft.: 00s)m1•um . rou (30a)mf-1331 4268 Wastr. Drive ] n�g 01eco0ae'-'°^ ED-ammre West Palm Beach, FL }}407 O W.L1rR A 8. J.. P.E 6 ILORGA Uc 1 4.16, OUT SXtE,S 10 & 18 SEE I' IN EXIWGCJSS INSTALLATIONS W/ 1 HV w R®D °.° xxsOEv«o AER BLADE W HV CENTERMATES COPIIiMYCS APPLGPM MIIII 9AOEpi 7 P°8 a10• R° ,,q•�a®•®�©®°" OR ccE END WA1 nul�crnoN ronsrwc cuss ®•�01�•®aO.®a �---------------------- ---------------- (tI:0(-T! MICLE ANCHORS lO GOROREIE I I/3 ®®•® METRY al++eanttm$ O aE Ai UfX ANG(L I +lo,a/4-S.US.01]- CENTERMATES 1) O.c. Etna L&Cc E. I W/ HV LO— CK f24�— CE E TES m vuulpN (1Wj I �'—`-' W/ HV LOCK 2 TO "'• ` 5 ��y : I ®'G� 35x 3 Y 3 (SEE SCHE C�H IN HVA UN. SEPPRAPON a ®• ® x TO GI (SSEEscHrOuL I N olmr R) SHEETON (_ OUT 3 �3 _ OUTS Oar) OWN ....,_.. �x Eg —"5 I L--- OUT e 1/2—Y — I L HVE HVF** FLORDA BUILDING CODE Non Nigh Veloc i Hurricane OYeI] t4rzCO3 RK'. ®Y017 EASTERN METAL SUPPLY. 1NC, 1 E C o ,,,�. TESIIHC k ENGINEERING GaYPANY rm: (w)an-1ss1 t'°^' llgMu, !n ROAIM lk, ! a•167 ASSAsRrA � ATBfICOn Shutter $ye(eRISrnox Inc- 4268 Weslroods Drive Vhst Palm BeocN, FL 374g7 Y Accordion Shutter Sysb w/oR w/o Xv. vnwowaenTILLR mn Oum enAssociation, MCUM eKv.#1 -G85 ]om O]LE (2],(ws)on-1sso. DRAWING NoE9- , / —, O'S AULLMATE INSTALLAIJONV"" OC C30 HV MAU/FEMALE "T" LOCKS CENTERMATES _8 9 LOCKERS ? , / (1) HV BLADE • �� SEE ENO coME00H DETAILS ON SHEETS ]a k 1e OUT IN r�,r�om+uw a4ss 1`IGa•®® ^"©�•'O�% v b1qe�/I°••Cl!I��Tis•®" IO�W.SMI..GII][,DK��NRm�maIYIYIaI �»ilQCaYi�KaI-f �PW C * scE Nart s ras Yv iou® , T IG=Y. 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