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HomeMy WebLinkAboutPLANSM-21MLI111111111e1 1. BERTHA H.V. ACCORDION SHUTTER SYSTEN SHOWN ON THIS PRODUCT EVALUATION DOCUQ( P.E.O.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WISH WE 2017 (ells EDITION) OF WE FLORIDA BUILDING COOS THIS ACCORDION SHIJnv SYSTEM SHAH NOT BE INSTALLED AT HIGH VILLOCJIY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE IMINU M AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REOWNED W WE JURISDICFION YMOE SHUTTER WILL BE INSTALLED VTHH A pREMONASY FACTOR Kd.OA5, USING ASCC 7-10 AND SHALL No CUSSED WE MAXIMUM (&S.O-) DESIGN PRESSURE RATINGS INDICATED ON SHEER 11 THRII 16. 19 & 20, W ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERNMAD PER ASIDE 7-10 STLLLL BE Esm REDUCED M AS.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY ME IN ORDER TO COMPARE WOE Wl ANAL (AS.0) DESK4N PRESSURE RU NDE INDICATED ON SHEER 11 THRU Is 19 & 20. IN ORDER M VERIFY TNR GOMPONENR ME ANCHORS ON THIS P.M. AS TESTED, WERE NOT OVER STRESSED, A M S INCREASE IN ALLOWABLE SIREESS FOR WIND LOADS WAS 8DI USED IN NOT ANALYSTS HDWEVER, A WIND DURATION FACTOR CO-1.00 WM USED FOR VERIFICATION OF FASTENERS W NOW. BERTHA M.Y. ACCORDION SHUTTER SYSTEM'S ADMUACY FOR WINO AND LARGE MISSIE IMPACT LOAD IKS BEN VMra, W ACCORDANCE WRFN SECIIpN 16091 2 OF WE ABOVE MENTIONED CODE M PER AE RENORIS: -MV BLADE O' 00214.01-03. 1071S I-C3, /1004N01-05, 11214.01-05, 10317.02-06, IOM-01-10 ANO 10210,01-11 AS PER TS-201, TAT-202 AND TAS-203 PROTOCOLS AND AM, E-1886 MO E-HHM STMDARW (MI LEVEL D. VMND ZONES 1, 2 & 3) & #1220.01-10 AS PER TAS 201. 203 & 201 PROTOCOLS LARGE AOSSRE. -NY WINDOW BUDS & 10505,01-08 AS PER ASTM E-1886 MO E-1996 (MISSILE LEVEL D. WIND ZONES I, 2, 3) BASIC PROTECTION ONLY AND / 0725.01-88 AS PER EAS 202 PROTOCOL 2. W BLADE() AND W NMHDOW @LADE 6 ARE ENGINEERED TO WORK IN UNISON VAIN EACH CLUB UNDER WE GENERAL L%TlAWH5 AND CONDITIONS OF USE WOCRED ON SHEET I9 S. BERTHA H.V. ACCORDION PINS (IN SCREWS), USED AT BLADES KNUCKLE AND FOR LARECT MOUNT CONNECTION TO TRACKS SHALL BE /14Y2.75• AND 114A1.75• RESPECTIVELY, 410-M MINIMUM STAINLESS MEL SCREWS MEN 135.0 kv YIELD STRENGTH AND IN kH EENI STRENGIN, PINS SHALL IM BE COATED WITH SERW OACROSMIIII SORTING SYSTEM AS M,M AC MM BY MUMAPPSO SERIES CORNING APPLICATORS, REGISTERED WISH AMERICAN SHUTTER SYSTEMS ASSOCMM- PINS MUST BEAR WE W "KING ON THEIR "NO. 4, ALL ALUMINUM CXTR11510N5 SHALL BE ALUMNW ASSOIM T, AU, AND TEMPER AS INDICATED ON FOR 60 SHEER 2 AND 3, MINRMW YIELD STRENGTH 6}_T6 ALLOY IS 30.0 4I AND SS.7 tAi FOR 0005-T5 ALLOY. S ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AG SERIES OR CORROSION RESSEANT CORED CROWN STEEL AS PER DIN 50018 WITH SO 4i MW. WELD STRENGTH AND 90 kU MW, TENSILE STRENGTH. AND SNAIL COMPLY Al FUUUDA BUILDING COOS SECTION 2411.3,3A, G. BOXES TO BE ASTM A-307 GALVANIZED SIEE4 OR ASI 304 OR 316 SETTEE STAINLESS STEEL WITH 35 kH MINIMUM TOLD STRENGTH, 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFIURONS:W BLADE (D: 12.13.14.15 AND 20 W BLADE (D& ® WORKING IN UNSON: 12. 13 & 15 B. TH19 BERTHA RV. ACCORDION SHUNTER CYSIEM BURS A U.S. PATENT 187N9,58L COMPONENTS OF THIS APPROVAL ME COVERED, IN "I OR IN PART BY U.S PATENT 15'458179 5GIE0 TO SALMON METAL SUPPLY, INC. 9. R ALL SNSHALL UTTER BE CME RESPON5101 OMPONENT EMiT OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED M INSURE PROPER ANCHORAGE CONTRACTOR TO SM,/CAULK DGES WHICH REUNION, THRU FASTENING IN DUXTINUOUS CONTACT WHIN THE BUILMNG TO PREVENT WIND/RAN INRUSNONN 10, DEN UNIT MUST BEM PERMANENT LIBEL IN A WSIBLE PLACE WITH WOWING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL MF AND NO CEMERMAES AND ENGAGE OR LOLL ALL W AND NO LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORWNDE MW MWIN 1709.9.3 OF FURIN BALDING CODE. ONE LASEL SHALL, BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WISH SECTION 1709.92 OF THE FLORIDA SMDI.VO CODE 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SNARL, COMPLY WIN SPECS RICOCHET) IN THIS GRAINING PLUS ANY MUM AND ZONING REGULATIONS PROMOTE) 6Y WE JUWSpRTGN WHERE PERMIT IS APPLIED TO. 13. (4) THUS P.E.D. PREPARED BY THOF ENCNEER IS GENERIC AND DOES NOT PROVIDE INFORUAI IN FOR A SITE SPECDC PROJECT; i.e. WHERE WE SITE COMN,M OLVME FROM WE (T) CONTRACTOR TO BE RESPOMOR-E FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCE. BASED ON T65 P.E.D. PROMOTE) HE/SNE DOES NOT DEvvM FROM THE CONGWONS DETAILED ON THIS UUGUAUU. CCNSTHUCTWN SAFELY AT $In IS THE CONTRACTOR'S RESPONSEpMY. (C) MIS P.E.D. FBI RE CONSIDERED INVALID IT N.TERED BY ANY MEANS, (6) SITE SPECIFY` PRDICCTS SHALL BE PREPARED BY A FLMOA REGISTERED ENGINEER OR ARCHITECT INCH WILL BECOME WE EUMIMER OF RECORD (EO.RJ MR TIE PMI AND WHO PULL BE RESPONSIBLE FOR WE PROPER USE OF WE P.E.O. ENGINEER OF RECORD. ACTING 4 A DEECAMED ENGINEER TO NO P.ED. CINCHED SHALL SUBMIT TO WIS LATTER TINE SIE SPECIFIC UR4WWOS MR REVIEW. (0) ORICIWL P.F.O. SHALL BEM WE DAM AND ORIGINAL SELL AND SIGN AVRE OF WE FROFECSIMAL ENGINEER OF RECORD THAT PEIMMED E GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SNEU 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUREA ASSEMBLY 38-44 SHEET 4 TYPICAL WHOM BADE & TMER W DETAIL AREA 2• HV I'll ADF (f) pun MIA LA"h00W III AM A (WHEREWHERE APPLICABLE) III SHUTTER ELEVATION & TIDIES ON LOCKS SHEET 5 INSTALLATION CURLS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION CURLS G-M, CONCRETE/TILDE, SHEET 7 CENIERMkw DETMJ HV SHEET 8 CEMERMAIE ALTERNATING CURLS hV SHEET 9 ENO CONNECTION DETAILS 1-6, CONCRETE/BLACK SHEET 10 MAXIMUM SPAN TABLES SNEEf II ANCHOR SCHDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE &BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION OETMS M-R, WI SHEET 16 INSTALLATION DETAES S-X, WOW SHEET 17 END CONNECTION DUALS 7-12 & A. WOOD AREA .; Hy WINDOW BL ADr IN SHEET IS ON Y TYPICAL SHUTTER ELEVATION AREA t Fry WINDQW R ADE m ON SHEET 19 Y INSTALLATION OETRES, META STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA �,,.. ......�Yr✓i PAIN INECO. INC, (D2017 EASTERN NO& SUPPLY. INC. `AA 1L;r'�GFNg �...� E H TM SCANNED IL�TC O A.SetsmA. Accordion Shutter System BY NV. RACE #1 W/ O2 W/0 NV. VA)lO)W BANE °6r�7 American Shaffer Systems U ` TILUT TESTING &ENGINEERING COMPANY YB w• H INscRlPrlox OAK DRAxim en LG itQ k` auS ,A«..1,.,. s,., m,. w, WRc„N, I:A,eDs. nww m Association, Inc. 1 aLD Is -Des 7/n I wTo a7/z7/n St. Lucie County p ' Phm : (3D3)6n-1s G . F. ; (M)971-Hssi 4268 Westr, DFive F ••£s ..."""•.•. g�11A - W-OOD6119 m West Pvlm Beach, FL 33407 3 DRAYJINC No '•• `r/ONA1• E',P' W TER w n,UT 1. P.E. 4 17-107 P c EL'ek.LCICMAHi Ivr Fnnic FLORIDA Lte 1 Nu67 - O Li HV SOLD RL.eDE COVERED UNDER US PATENT g 5456119 OF USE OF BLPD ON SHEET 19 ( HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV L91 T' L 06 ' 111 HV CEILING HEADR 0 tlFIED FOR USE V2/ HV BLADE(I ONLY, SEE SECTIONS FOR VAL,IDI 6063-76 ALLOY AND TEMPER M4 %MN YMNt 063 SIDE ANGLES QUALIFIED FOR USE W/ HV s s• j s. - ( LNIVERSAL FLOATER QUALIFIED FOR USE W/ W SLADEC�1'' 6005-TS ALLOY AND TEMPER ti? HV HEADER/ IILL QUALIFIED 6 FOR E W/AND A�[ROONL t� ALUMINUM ANGLES QUALIFIED TO $ USE V!/ HV 6063 BLADE 1,;1 ONLY. -Tb AlL Y AND FEMPER �7 OQUALIFIEO FOR U E W HV BLADE 1 �6063-T6 ALLOY A TEMPER B�HV WALK —OVER TRACK QUAUFIED 'OR USE W/ HV BLADE tt 7 6063-T6 ALLOY AND TEMPER T20.102, M 0-1- 0201T N.IEW. MC DZ > IL_I—IECO T(• ! TILUT TESTING & ENGINEERING COMPANY b]ES µ4. WA h. V, IW& ... wouc, Nee .0 hl P - : I'M0071-1530 . Fu : f1051671-1", kaR A NM11 ROTA A M[. o-' 642 8 12= 520 4,HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE(ONLY, TEMPER AN14 0 . American Shunter Systems Association, Inc. 4268 Weshocds Drive West Palm Beech, FL 33407 HV RAIN ARD QVAUFIED FOR U(I V!/ HV 6063-76 LLOYYEApp TEMPER. w [V V tASiERN METAL SUPPLY. PIC' BERT A TM Accordion Shutter System NV. MADE #T W/ CR W/O HV. WW6DOW MALE AWING NO 17-10 A !j HV CENTERMATE � FOR USE W/ NV BLADE(D& I • LY E, 6063-16 ALLOY AND TEMPER OVAE)I yA .L I---A`LS--� � °nn• i PVN � fA6M CILV111pN 12� 10KER FOR "T" LOCK CENTERMATE OUAURED FOR USE W/ HV BLAOE (ONLY 6063-T6 ALLOY AND TEMPER 0� m 214' .' (3a OUAUFIEO FOR USE W/ HV BLADE L & ROD 6063-T6 ALLOY AND TEMPER LACKING RODS OUALIFIED FOR USE W/ HV BLADEC 1 6063-T6 ALLOY AND TEMPER ,/INSTALLATION VALL REQUIRE A )HG 9-p;� a8 ILVJMALE" " QUALIFIED FOR USE t'!/ RV BLADE iDONLY 6063-16 ALLOY AND TEMPER C61 HV 3/8"0-16 A -FTaI UUFLL.IHED FOR USE W/ HV BLADE (l ONLY 6063-T6 ALLOY AND TEMPER" J.IdI ry � 341 HD CENTERMATE'. QUALIFIED FOR USE 5'I/ HV BLADE I & 6063 iST' -i6 ALEAY NO 1ENPFR tl/x' a S7 HV 1/4" 0— 0 AI I 04 SERIES S.S. THUMRcQEM QUALIFIED FOR USE W/ fN BLADE 4D MM"urJ6U rUH USE W/HV BLADE C ONLY rdE f/$1 IWSWP AU.MfL BMED RAm;Ep ury KHps �BPA55 CruuCrA (GRM WtID) BY -MESS OK QUALIFlED FOR USE W'/ HV BLADE LQ & Q ONLY. n�S18' M1 le• t h W60' AilEk RIYEIIN BEFORE RNc INO 1 /4"0-20 RIVNUT+ Pms_TJ ALLOY) LANCE FUNc[ TNK B2p. AS MANVACIVRED W AM " JEPSEY mm WT EgIaL RNATIVE LOCK QUALIFIED FOR USE %Y/ HV BLADE 01 ONLY. 0.8)5• M». t ,126• M"v. *.-m—n-ReN ua.. W REGEW HARDW�HD LOCK LOCKS SERIES 2333 HOOK DOLT LOCK. QUALIFIED FOR USE W/ HV BLADE& CAA IA,y P�",^�yL- �/ L P)pl)TLTCCO. WG. ®201)�EASIrMN SUPPLY. INC. �M,uAt BL"R H - TIA Accordion Shutter System ' " 1 R O- A S S A TILUT TESTING & ENGINEERING COMPANY ■ ■ ■ ■ Amer1CCn ShYMaf SySfBT3 HY. E AM Si W/ DR W/O KV. WR■ID(TOW BLADE us .'Noll a¢ A.. ac Lc 1 No M. 54 Sp, NW4M'A W O'NS. nonK 33IL FA°ne: f305 11-lM. Fae: Se,O... 7a ( } Ism Association, Inc, W privy t GLD 15-QB$ )(])(1 M2: M)/2) IJ 2ORIDp x 3 DRAWNC No -0 f • . E a° 10 611 P' Es_o1,LLP t Pot 3eedh. West P01m Oea[h, FL 33407 ssrohai,i�'��aA P.F Z'FAI n IRFtJnATC WWW0.i r.P.E. FEDPEM Me F ul6) • SHUTTER ASSEMBLY SCHEDULE FOR HV C11 HV QA1 NV BLADE I ® HV BLADE 1A ® IN LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® IN NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"K3/16" 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/ 0e HLAD # ® POLYCARBONATE IMPACT RESISTANT IN WINDOW (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR HV @ BLADE. EXTERIOR TYPICAL SHUTTER ASSEMBLY I(2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO BLADE WHEN CORRESPONDING TO INSTALLATION "I1 ", SHEET 7. ;3) HV PIN (9 OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER _ �3HALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET v0.12q', OaB-T-, p 0 @J .. WEL CARRIAGE DETAIL nHE :J B I (WDOR I li O1oR® I �i i j f EXTERIOR .IN PIN ® Oft 4 AT a IOR BUBE's KNVCKLE.� (SEE NOTE < MR REQUIREMENTS) $�I I A EMBLY LAYOUT n.l. . IV WINDOW BLADE DETAILS 02017 TRTEO]. wc. IL ECOIue. TILLIT TESTING & ENGINEERING COMPANY nss Nw, sa:,. s, s,, ws. vaRmu wows, RORcs » mono : tsosJan-taw . rq.: (ws)en-la: q-mo-} IT,KpOgyggm f8-EWKT19 WI.'.TRR 4.14UT P.E R44ORroA Uc � u16T A625' aaTS' --- --.— NE .0625' .0625 . 825' Rcno-, . . OLYCARBONATF IIAPA T RFc STANT HV WINDOW AYER MAKROLON 3103 POLYCARSONATE ESINS, UV -STABILIZED GRADE OR SABIC INOVATIVE PLASTIC LEXAN 103 RESIN BEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 44 IAgla/61[ Mal mwi rRortxl¢s nnnm vavmKP ,s.ev �,m� m em�x 5 <P`IL aPANM1 M TX N .SN em .4 mA l OOw b� Tons m somx:q .am: w2s M. IeW nsauwi vouais Mossu an ora aw.ao a.. Jw,Pp P,A �E suszc mam Asn, 9u.3 as x aas x uu ua m o�w9 am Rs» o-t <vs c_: oAss My :anrsx wm RT9» aw r Rw s sTAR�tlG am c:sS TC +TL S'P'P!BM MI,A FMItiDtw^ IST: 0:0 qu P.A tg9:i BIRESS Veto, IFTER!'G /{ry [y 1 BNf Fqt 0010 PJ. Me A.S.S.A. American Shutter Systems Association, Inc. 4268 Westrocds Drive West POIm Beech, FL 33407 INC. Accordion Shutter System KV. MADE BI W/ OR W/0 KV. WNDOW BAOE AWING No 17-107 6% (lid (IS V' V •• c� 1 x a T N jW 8 N Ir � : x 4 5 6-0.« ]4• v ° AA3l'a3 / V 0- ECIr.S ON U s +Dt I [ H I J x L x P a v w K 1 P. FULL T. n vwm rum 1\ ' Q•i'i., •'J«.rr 1@« s•ea 3•tia«©•o'er« CJ C&«0)V«C�1 Rr«915 TYPICAL (1) HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE • NOTES -ON HV LOCKS AND NTERMAT S• 1. NµEDATORY CONDITION /1r ONE NY LOCK f5 or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BOW2 OF SHUTTER SPAN FOR SPANS UP TO 105", ANO FOR MSTµ DONS TAM' ELEVATION. HY LOCK ` « MAY BE USED AS AN iNSTDE OR OUTSIDE LOCK, ATTPCMED 10 OR CEMERWTES W/(2) 1/4'0-20 a 1/2' LONG MT HEAD SS. M.S, LOCVRON OF LOCK SH BE AS INDICA SHUTTER ELEVATION. 2. IF DESi OR FOR SECUgRY PURPoSES, UP 10 1W0 HV .OGKS �$ OR g§ MAY DE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTOR OF LOCKS TO CENTERMATES Q SR R SHALL BE 0.5 INDf OG ON L BE AS MOICATEO ON IYPICµ SHVRER ELEVATION. anvucrc I`UKtVK ANCE. LOCKING RODS Uj OR AN ALTERNATIVE DEVICE MAY ALSO BE USED A7 STACKING POSITION (NON HURRICANE POSITION), 4. DIVE HV LOCK1 11 1 1 0 S40IJ1 BE USED AT CORNER ANY SPAN AND INSTALIATKINS Ai UTSIDE OR INSIDE LOCK, ATTACHED TO A CORNER CENTERMATE IR ) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. MS. TWO LOCKING RODS AT TOP h BOTTOM SHµL BE USED. LOCATION F LOCK SHµL BE AS ITYPICALiED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE OETEAMINED AS PER SCHEDULES SHOWN ON SHEET 12. vnlwn. ALIAKKATE LOCK Qy MAY BE USED AS AR INSIDE -OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-20v3/4' S.S. THUMBSCREW TO 0 OR 0 CERIERMATES SMALL BE MADE W/ 1/4'0-2013/4' A.W. RIVNLT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR Me LOCKS AT 1/3 OF SHUTTER SPAN. 6. Me_ ocaM CONDITION /2 MR KFvem F MOUNTING VISTA I ARM, ONE HV LOCK Q or Q_$ ar SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAR OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS Up TO OV.. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 01 0 er @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @ 01 @ SYMMETRICAL CENTERNATES W/ (2) 1/4'-20 K 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 'TES W/ OR T@ TOP AND BOTTOM IS COMPLETELY MANDATORY, L4 4L 4 L4 L _ PST BE 3/32' OR 12' r S, I 1• :ONE ALTERNATE NO LOCK v� NAAT-B�E USED IN UM OF NV LOCKS OR � FOR ANY SPAN PNO INSTALLATIONS AT ANY ELEVATOR. ALTERNATE NO LOCK G MAY BE USED AS AN INSIDE OR OUTSIO LOCK. ATTACHMENT OF NO LOCK wr�-4 TO �J• 5 W/ 3 /B 4 ]/B' G.H. S.S.M,S.. MO INCLUDES RONFORCEMCTT INSERT AS SHOWN ON SECTORS HM-HVB AND HOC-NVE, SHEET 10. LOCK NAY DE INSFAMED AT MIOSPAN OR 12" MAXIMUM eELOW OR A t MIOSPAN, USE OF LOCKING RODS CS IS COMPLETELY MORAL. L\GEN , 4 F •�` y •i• F //� G2017 TU G0. IXC. ELT E�p- TILLIT TESTING & ENGINEERING COMPANY A. S M.N.CN1GM5. RLWd 331t Pm•,,. , ryOs)e2I-ISM ; r°. ; (MS)mI-+$31 sM`M & IW Jr sE tiGRDA L 2 44147 A�S�S�A� American Shutter Systems Y ABeaatatianl Inc. 4268 Wes(rggds Drive West Pglm Beach, it 33407 ®201> EASTERN NEA $UPiM.Y, INC. 3E 7M Accordion Shutter System H.V. BLADE #1 w/ OR W/O NV. w DON BADE LY. x niscwr00x Dar 0w.rm en L.c I . IS-ee5 I/2> 1 0.4TG D>/21%1> (y\�4dL ' •S 0NAL S9 II I ` P.E. SEAL)STG1(lh`{URE/DATE 2 a DRAWING NO 1 7-107 4 s SHFFT OWNED PWREO !-CONCRETE ANCHORS POL w CONCRETE CONCRET(SEE SCHE" 0OR CONCRETE BLOCK P000iREO REBITE SHEET 1]) REWIRED 1/4'0-20x3/4' $5. F CONCRETE ANCHORS i A,�cn�� CONCRETE ANCHORS NAOfME SCREWS (SEE SC ON SHEET i] @ IB �^ ^mCG (`CE nown(E).N SNm T) -(SEE SC VDULE 04 wf 1/S'-20 \ / ) I, SHEET 13) NUTS D 12' O.C. — -- 12. 4 1- uTM T/ro-sm]4.5.5. • Ea E MING 1 SCFLWS M'^. lam. a 12 1/t•-20 RU2S iy __•' TB {-Ea EO 0 4' D.C. I E O+ .250- MO.. - „ 3 6 f�1 4. D 1`(. - Illf�� I 1@3 OR O5 1 r - j 250' MO.. D. I 1 I 2W L T EIeL1 � oPnoNu ' �OPTIONAL L, mu1iE�a�sm EXISTING ' 'W,36: rz 1 OR • El:ilxc,f- MIN. SEPARATION TO CLASS I GLASS-� aAGB®°Q3 MIN. SmmvCON FO uzS I' 1 GLASS (SEE SCFEMIE ON SHEET III _. .L -(SEE SCHEWt2 ON SHEET it) CASTING GLAss--z, CAS L OC WV WALL HEADER INSTALLATION F �� BQ HV WALL HEADER INSTA ATION + KEYSTONE UN.. SEPARATION TO G'A von LMs 1 OR Ig. MN. 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D. -EDGE OISTNiCE ♦ SEE ILIA AFAIR OF USE FOR 2- uO@nRNG SECTIONS CIA 8E 09 INE0 (SEE SPECIFICATIONS ON Slim iJ) A AAA A� IMAGE IA ON SHF2r IS 1 HV BLADE M ANY WAY TO SUIT AN' INSTM{AVO., 0 A. T! FLORIDA BUILDING CODE ffin Hlgh deloc(t Hurricane Zone ,1 V �C EAf ✓ 0201) TICTCW. INC. @2011 EASTERN METAL SUPPLY, INC. 3ERSF.,9? 4 A S S A Accordion VTM �L� C p Accordion Shutter System i E KV. BADE #1 W/ OR W/0 BV. W lWN BADE E American ShuNer stems w. H MsaRnwx Q TIWT TESTING & ENGINEERING COMPANY SF t AA MIT mum, an L.G. DRk4P; +'_�. .? mA1° Nw. 2Arv. s.s.. :Gs. WArRM mumws, nemw n,e Association, Inc. : Ow T5-oss 2RFli Mrz: m/v n •..�—�c-�1� Pn«w : (aD P)eot-Ism. F, (.wp7elr,sm 4268 Westroads Drive 2 =.S70NAL ENS', °' m : 1x.em m. West Palm Beach, FL 33407 J DRAINING No B-OWB]:m urn•••• rvc*LR A nun �.. RE. t 1 7� 1 p7 P.E.SEAL/SIGNATURE/DATE FLORIDA ue 1 tt1DF ° SHEET ° 6 OF 20 Ensngc anss—: E%SnNG OMS / E S /1,143/0 Hu HEM,. TEH SCREWS D 9' O.C. OR 1/4-.-20 S.S. a.s W/ NUT D 9" DO. 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ANCHORS TO SUBSTRTE SHALL BE AS FOLLOWS: (A) TO DURING POURED CONCRETE: (Min. 1'c � 3 id) ANCHORS SPACINT9 IRI]MD - 1/1b' TAPCON OR NDVAN TAPCON MO ACED THREAOFORM TECHNOLOGY mckORs. AS IL♦NURW'1URE0 Or IT .W. 8ULDEK, (Min. rB . J Inj - 1/4'0 . 3/4' ALL POINTS SOLID -SET ANCHORS, AB D6TReUIED BY ALL Nair, SCREW, TAPCON OR TAPCON WIN DOLT & O ECULW COMPANY, (Up♦ rC . 3 61 - 1/4b RUNE TAP CONCRETE µ[HORS W/ CAP AS YµVFACNRED BY FLORIDA FASTFNES Og¢C'T, INC. (Min. rc + 2 kS0 - 1/4'0TAPPERi ANCHORS M NNNFMEURED BY POwpig FASTENERS, ADVANCED THRENFORM TECHNOLOGY MC, AND ORTROUTED BY ALL POINTS SCRM. ROLE 3t SPECM W Ca1APANf OR AM• OMEN TAPROVED MCEIciE0 OR ALMORBED VENDOR REGISTERED WITH ME AMFRK'AN SHUTTER ,,,M ASSOaAnM, MC. (Min. 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PENEITIWJJEO MEA TO EbSiMC %003 HEADER (SEE SCHECIAE ON SHEET 15) 1 A.SaS.A. American Shunter Systems AssoclaHon, Inc. 4268 Westroods Drive West P01M Beach. FL 334D7 EDGE (R MPLCiBLE) MVING A)CO TRUSSES OR RAFTER O 2 O.C. REOUWED MISTING SOFFIT •,a•.1/e• cow. µDY. TUBE EOBT-Te AEEOY) W/ SWIG,. U SCREWS TO ACH RARER OR TRUSS. OGTE LEG SCREWS AT I MUTH OF EPSNIG v100D IEMBER, (2" Mr, NOMM NDTH) W// 2• Min. ENCTItAr'N Or THREADED PEA VµID FOR STALIAl1ONS WON 72011 Ax. AS.D. DESIGN LOAD AND I N uLlµ SUPRY• INC. R HA M Accordion Shutter System HV. BLADE #1 W/ OR W/O KV. WIN W RAM No 07 END INSTALLATIONS T HV BLADE OR (6 WINDOW BLADE INTO 2"x4rr MIN WOOD STUDS wag 1Q1 OR ®• C•f3-013•0 END CONNECTION DETAIL 19J secs a9B r , im 9=.. ms iw ana� .a+near4i a n• ac O1 0B rrsr END CONNECTION DETAIL 12 ILT E * TILLIT TESTING & ENGINEERING COMPANY 63. nx san. B1, sl.. aoa . rxmm9, now. n Pile : (0])071-15l0. rc : (3m)e7,-153, a -max ul1,71, a, COB719 .artx A. mur 4. 6, h6Tr ftOft�. Mu / m6] of nd,m wvn �.cia END_CONNECTION DETAIL • Qww19 ocr rw mro miw ras7 it-o' EAnONS Or USE roi, 1pN SNEEi 19 B •rhRw4G A S S A � � � � American Shutter Systems Association, Inc. 4265 WeStraoCs JSNve West P01m Beach. EL 33407 W 2017 rASfERN MET].L SUk17-107 ER A Accordion Shuttm HV. BLADE #1 W/ CR W/O NV. oor m B.a i w 15-085 ]/27I 1] 2 . \%ICJ ,�./E'A, ERD (CA 5 Mean ALEOM AT W WINDOW BOLE O� 9EE CND CONNECNON DETANS DN SHEEY; 10 A IB 1YP,J FULL HEIGHT. I-(IP0b,$a5-C4 I _ r I ""tax cuss ELEVATION ------------------- L---------- --- 5 9 TYP. SNM CENTERMATEs L1 .g W! 2 DR OID W/D (5EE MJTE 4 pgOVE) ni y -U M.��q tJ 1:.J�1 MN ¢➢A4MYN TO Li,, rm SO®WE ON Sµ✓R 11 FOR RKE J4ND ON TMS 9 TOP 9A M& Q /4<D 1. YA%. AM. DESIGN PRESSOR Mm, +I,, - 110 Pot. ]. NAK SMRRR SPAN; 08' 5. AL m MOUNTINCA A. 0. 0 & H ON sNEE15 6. 7: A; ATM. As NOWNNGS N. 0, I. U & N ON SNEflS 10 & 1). IN M. pYU�ST IN B J OR AT [yIER1pp AG('Ey$N of �• S. 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SLAP SEPARATION 0 PARi A (SEE SCHEOULE) INTO METAL STUD WALLS * * A FOR BERTHA 1 Hy BLADEQNQIjI0NS OF LISP AGGORDION SHUTTER SYSTEM INSTALLATION TO METAL SLID WAl IS I. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psq 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: M© ON THIS SHEET, 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE (2) 3 (6- LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT RIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. -~+ yr ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR 1-4 M12 -- ------ 3T /2 CENTERMATE 21 APPUCATION WRN BLADE 7Q O 6-r 1 1/Yr G035' w t� YAWES'� 43b ®6 O.C. Asr" A-4s DE 4 .3 eAtt an G MS WALL HEADER/SILL INSTALLATION MEfK SNOS At I6' O.G. ip..-' - �EKIsnNG cuss 430 436 43c SYMMETRY•�CAL.` i SYMMETRYCAL •� CENTERMATES W/ CEN7ERMATES W( < �INTFRIOR " • , , EXSEMOR_ACCESS SIDE`.. I Arcrcc wr :I Min.) 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