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HomeMy WebLinkAboutSET UP-INSTALLATIONS193LLa:S1mwLolL� 1. BERTHA M.V. ACWRWON SHUTTER SYSTEM S tMN ON THIS PRODUCT WALMON O7alYEM (P3:A.) HAS BEEN YERIMD MR COMPMNCE IN ACCOROMCE WNH THE 2D17 (61A W11NN) Of ME FLOMDA BUILDING CODE TH5 ADWROION $MUTTER SYSTEM SMALL NOT BE 0.TlTAUED AT MGM VELOCITY' HURRICANE ZONES. DESIGN WIND DINS 01A BE BETFRMINFD AS PER SECTION 1620 Or THE ABOVE MENTIONED COME, FOR A BASIC RIND SPEW REWIRED BY THE JURSCCIIW WNEAE SNUnCA WILL BC INSTALLED WRH A DIRWTOMAUTI' FACTOR M-0.85, MNG MEE 7-10 ON SHEER 11 THW 15. 19 & 20. AYD $RILL NOT EYC® NA)f E M1y41.1 (0.5.0.) BEECHBEECHPRESSURE RATINGS INOICAIFD w ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WING LOADS DIE ERWNW PER MCE 7-10 SHALL BE nN5'T REDUCED TO &SA. DESIGN RIND LOAD, BY MATT INC THEM BY B.8 IN ORDER TO "W"'ME THESE W/ M4,. (&S.0) on" PRESSURE RA1wCS'HGOATEO ON SNEER 11 IN" 15, 19 & 20. IN CINDER TD VERIFY TNAT COMPONENTS MNO MCHORS ON TINS P.E.D.. AS TESTED, WERE NOT OVER STRESSED, A 33 S INCREASE IN MJ.ONABIE STRESS FOR WEND LOANS WAS N= USED IN THEIR MMLY9S HOWEVER, A WINO DURATION FACTOR co -Too WM USED FOR vinutcATWN OF FASTENERS IN WOOD. BERRY. M.V. ACCORDION SHUTTER SYSTEM'$ ADEQUACY MR WHO MD All. NA H.V. ✓&GE MSS6E IMPACT WAD THUS BEEN VERIFRD IN AMOROMCE WRX SWWY 1609.1.2 OFTHE ABOVE MENTIONED CEDE A9 PER -NV MADE (D 00214ol-M, fW15.01-03, /1ONLOI-a9, /121441-05. /02,I7.02-G6, /G609.01-10 Me 10210.01-11 AS PER TAS-201, TM-ZD2 TAD TAS-203 FROTOCOLS Me MN E-1886 Me E- 096 WMBMGS MISSLE LEVEL D. RIND ZONES 1, 2 & 3) & /122D.01-10 AS PER TAR 201, M3.& 203 PROTOCOLS IµBE MISSLE. -HV WINWW BLADE & 1050SOI-OIL AS PER /STY E-1056 MO E-1995 GIssRE L,,,L D. INC EOKES 1, 2 3) RAW PROTBOWN ONLY Me / OYMS.Of-88 M FOR TAS 202 PROTOCOL 2. W BLA)E(D AND W wocooV BLADE ® ARE E,,TME, TO NOR, IN IMSW M,TH EAa, OTMR UNDER THE GENaLN_ LoRTARONS AND CONDTINIS OF USE wNtWee ON SHEET 19 3. BERINA KV. AECORwON FRS (IN SEMWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOM CONNECTION TO TRACKS SHMA BE /14a275' MB /14K1.75' RESPECTNFLY, 410-M MMNUN SERIES STMRESS STEEL SEFEM WM 133.0 W WEED STRENGTH Me too " TENSILE STRENGTH` PINS SHME. BE COATED NTM BERTHA W BACRGSMRLp COATL4G SYSTEM M MANUFACTURES GY M➢PR014'D COATING APPUGTORS, REGISEERM `AN MERINM SHUTTER SYSIEMS MSWµOON. FINS MUSE TS.M THE W MARKING ON THEIR HEAD. 4. ALL ALUMNUM EYTNMAC S 941E RE AWWNUM ASSOCMRON ALLOY Me TEMPER ASW`RCATED ON SHEETS 2 Me 3. MIMMUM WELD STRENGTH FOR W63-T6 ALLOY IS W.O W MID W.7 bi M,, 60a5-To ALLOY. 5. ML SCREWS TO BE STMNtESS STEEL 304 OR 316 MS SERIES ER CORROSION RESISTANT COMES CARBON STEEL M PER NN 5W18 WIN W kC M. YkL, STRENGTH Me 90 k0 MIN. TENSILE SIRENCTH. MD SHALL COMPLY W/ FLOHM BUILDING CEDE SECTION 2411.3A4. 6. WLTS TO BE MIM A-W7 OMVMUM STEEL, OR Ail W4 OR To SERIES STAN= STEEL WITH 35 kW WMMUM WELD SWSHBN 7. SEE THE FOLLOWING SHEER MR ANCHOR Spe,;,,ARONS W BVDE() : 12.13.14,15 µO 20 HN BLADE Q & O FNRKING IN UMSON: 12. 13 & 15 e. INS BERTHA KV. AWDRDANN SHUTTER S STE1T BETAS A U.& PATENT /6779SB2. COMPONENTS OF TANS MPRWM. ARE C'DvFRED, IN WHOLE OR IN PATH BY US PAIEM 15'453,179 ISSUED TO EMIEMR METAL SUPPLY, INC. 9. W STALL BE NE RESPoNSgUry OF TILE GONNA= TO VSRIiY IIHE $WINDINESS OF THE SiSICIURE WMFAE SNEER S TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SCAL/cmUU( ALL SHUTTER COImONFNT EDGES WDfR RELU.:T. THRU FASTEMNC w CQYiIN0005 WMAR CORN Tiff 9lM1D'MG TO PRFVFM VNG/,AN 1,NMION to' FACN UNIT MOST BEAR PERMANENT LABEL IN A VmRLE PULE WIN WACT H6' NOTE DURNG PERIODS OF H AjW NE WMNNO HOME OWNER, TEUM. OR ONES, MUST M ER Y CLOSE ALL 1N DEN 10 CENIEIOMIES MD ENGAGE OR LOCK ALL NV AND ND LOCKS. 11. SHUTTER NAAFACNRFA'S LABEL SHALL BE LOCUM ON A READILY MS&E LOCM04 AT ACCORDION SHUTTER IN AWOVOMLY WITH SECTION 1709.9.3 CF RORDA WR,CNC RIDE ONE LIBEL SMALL BE PLALW MR S'ERY WERING. LABELRIC TO COMPLY WITH SECTION 1709.9.2 OF THE FLDROA MIL"G CWE IZPERMIT SERBERTHASH . AWDO To SHUEIER SYBICIJ'S IN9.WAWN SHAD. COMPLY WIN SPEC$ MOMS IN NS DRAWLING PENS IRA' BURNING Me ZOHNO REOULAIANS rRoNeM BY THE JUMSOKTNN WHEAL 13. (a) THIS P.ED. PREPARED BY THIS ENONEER IS GENERIC Me WES NOT PROVIDE INFORMATION FOR A SITC SPECIFIC PROECT. i.e. WIERE THE SITE WNG,po S OLYTATE FROM THE P.E0. (a) WNTRACIGR TO BE RESPOMSRLE FOR THE SELECTION. WRCNASE Me 116TALUTNI INCLUDING LIFE SMETi' a TANS PRODUCE RASES ON TIM P.EO.. PNoAWE HE/SHE WES NOT o W GOON THE WNGIDGNS OETMIED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SINE IS THE CONIWG,,'S RESVMS9LITY. (C) NIS PF.D. RILL BE WHICOERE0 INVMN IF ALTERED BY AM MEADS. (d) SITE SPEanC PRO1MTS S N BE MEINRW BY A FLORAA REGISTERED ENPNEER OR MCOTECT WIBaI WILL BECOME THE ENCNEEN Of RECORD (EAR) Me NE PROJECT MN KILO WILL GE RESPON51&E FOR THE PROPER ME OF THE P.ED. ENGINEER OF RECQ®, FCMG M A OEIEGOED FMtlNEER TO NE PF ENON EA SHALL SUBWT N RDS LATTER NE 511E $PECUIC DR4WNC5 FOR REWEW. (0) ORGOUL PLO. SHAY SIM THE DATE µ0 ORIGINAL SELL Me 9ONIUiRI OF THE PpOFESSNNLL EIW Ma OF RECORD THAT PREPA4C n. YYY` �P�``4\GENSFA;`��'s Wm17 mTEW, ox. SCANNED `}yi-li, AEC BY TILLIT TESTING & ENGINEERING COMPANY St. Lucie County M.W. �._,. aW MM KI AY . � Y Pnwq : (,p5)gn-i6TD . Pa.: f3%)B)i-1.131 SS/ONA�E IIFI p&M, A TRACT h. P.E P7 IL`L'AF.A: WNAYHIfor )n ATr FLORA L'C. 144167 TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYACAL SHUTTER ASSEMBLY 36-44 SHEET 4 TYPICAL WNOON BLADE & WINDOW OEBVL ARE& 2• HV F31 AIDE (D y0 E(y WINDOW Al ADF (Nl fWHERE RE 1 n(B EY TYPICAL SHUTTER ETEYATION & NOTES ON LOOKS SHEET 5 INSTALLATION DETAILS A-F. CONCNEfE/8LWK SHEET 6 INSTALLATION COALS G-M, CONCRE BLOCK SHEET 7 CENTERWIE DETAILS HV SHEET B CENTERMNE ALTERNATING DUALS NV SHEET 9 END CONNECTION DUALS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET II ANCxGB SCHEDULE- CONCRETE & BLOCK SHEET 12 µCMOR SCHS IRE- CONCRETE & BLOCK SHECT 13 ANCHOR SCHEDULE- CONCRETE & BLOCK MOTHER SCHEDULE- WEND SHEET 14 SHEET 15 INSTALLATION DUALS M-R, tGCO SHEET 16 WSTAlUTIOx DETMS S-R, W000 SHEET 17 END WNNECTNH DETAILS 7-12 & K, WEND AREA y'S•_HV WINDOW AlAIDE RlA SHEET IB ON Y TYPICAL SHUTTER ELEVATION AREA 4: Hy WINDOW RI AIDE 6) ONLY SHEET 19 wSTAuLknov Gums. METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA AnS.S.A. American Shutter Systems Association, Inc. 4268 Wastroods Drlv6 West Palm Beach, FL 33407 Accordion Shut M.V. SAGE g1 W/ ER W/o Kv. AIMING No 17-107 US PATENT R OF USE OF �HV ADJ. FLOOR TRA K QUALIFIED FOR USE W/ HV SHEET 19 L9 V• OL� 17 HV IIN• HEADER 0 FIEp FOR USE Vt/ HV SLADE 1 ONLY, SECTIONFO SEE S R VALID 6063-T6 ALLOT AND TEMPER %NNYWtI I• 9.wz 1� SIDE ANGLES 61A E0 FOR USE W/ tN BLADE n AA P a3aS• nHV UNIVERSAL FLOATER OUAUFIED FOR USE W/ HV SLADECT 6005-TS ALLOY AND TEbPCR .06Y (j- HV HEADS$ SI OUALFIED FOR USE {N STEADS HONE 6061-T6 ALLOO Y AND IENP[ ALUMINUM ANGLES QUALIFIED MB- USE 1Y/ HV BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER ®HV DIRECT MOUNT QUNJFlED FOR USE w kY BLADE � 6063-T6 ALLOY I TEMPER ©HV WALK -OVER TRACK QUALIFIED FOR UE Y// HV BLADE (17 6063-T6 ALLOY AAANOO TEMPER COMPONEM A D TI M 1© x• s• uAj 1/B• (i)HVR(MR0STARTER OUAUFlED R USE W/ HV BLADE 6063-16 ALLOY AND TEMPER 99A' fi.x S I] ' L O9 VFITERWFOR USE, KHV BLADEn ONLY, 0 CORNER POSTS UALIFIED FOR USE W/ HV BLADED ULOY AND TEMPER HV RAINGUARD QUALIFIED FOR (U(1��1))E W/ HV 6063-T6 O�ED101 TEMPER. LI'''PV M� • • • Tr(�/lam 3s0 OZENs,e'+."9 i • / y i �l r��.) ? * L. ' GGGTATE OF O' !` ORIDP DO Ss�opp..ee.11_.4. N6�a It 'I P F_ SFa'[%lYOAefl.4fiF /nATr Oxon TaTFCO. we I l�E O A S S A h AmeFlCon SflUflef $y91oRLs Assoc7alton� Inc. t Pal Beach. Drive V/est Palm Bach, R 3Q407 0 x01"7 EISTERN uErrl SUPPLY. INC. BERT A EM Accordion Shutter System HV. MADE #i W/ W/O HV. WNOON BLADE TILUT TESfINC 8 ENGINEERING COMPANY 615y Y,.. »�. a, R.. 3Al, rN�A. wlmrs. name AI ul.r000e.w„ 19 Llm)e)1-us1 ..L�m-aoaxae�";.. Px rt¢mA Lk / .ns) pLswsmpR wrz ow.rm ¢n k I ow Ls -offs Inp wrf o) v/n ) s DRAWING No 17-107 _.._— . NV CENTERMATE FOR USE W/ W BLADED& 6063-T6 ALLOY AND TEMPER euN � mart tuvATwN LOCKER FOR "T" LOCK CENTFRMAIL QUALIFIED FOR USE W/ NV BLADE tOONLY 6063-T6 ALLOY AND TEMPER (33I J G OVALIFIED FOR USE W/ NV BLADE 1 & A 6063-TC ALLOY AND TEMPER (@ LOCKING ROM, QUALIFIED FOR USE W/ NV BLADE U 6063-T6 ALLOY AND TEMPER INSTALLATION WILL REQUIRE A 7/16; 6' Ra' I 40QUAUFIED FOR USE W/ 6N BADE FIRMLY, 6063-T6 ALLOY AND TEMPER 6063-T6 J E.J)3'9 NV 3 8"0-16 A( UUALIFIED FOR USE W/ NV BLADE (II ONLY 6063-TG ALLOY AND TEUPEI ) L61 _ IX 1 fAz I 1 E QUALIFIED FOR USE WA NV BLADE tvg& fO 6O63-T6 ALLOT 0 TEMPER t1/2- CYI/4'9 (5)i HV J/a" m—M Ami and QUALIFIED FOR USE W1 NV BLADE Q .."to FOR USE W/NV BLADE(✓ ONLY. -M: "1 HV EGRESS LOCK QUAUFIED OR USE W/ NV BLADE � & (g ONLY. LJSO- AFTER RNERNC MORE RIvc RNG 1 /4"tl-20 RIVNIIn (N12.-T3 IILOY) W FIAR, TR, 039• A—PACNRED Or AFDEL Wf. Nor •RR3LY o)DN ON eW1 SNATIVE LOCK OL3AUFlED FO USE 7 NV BLADE ONLY. I b +` jn i �0 ' 56' w . 0 . Do - 1,NNNR,L,RN ¢iLNDER OR KLY CNNO[R OATS. W . .126• M.. R TNUNBIURx OR D0 OR KLY LSJ u;. CYLLYDEA iJ6 da. BE ROMNPRDW�NG SE M UM HOCK + BOLT LOCK. ..__OVAUFIED FOR USE W/ NV BLADEOL & :A ttltlPp.`Fq/;^-- t '!♦ -a'.. STATE OF i P]0,) TNFfO, We. Tl TILUT TESTING & ENGINEERING COMPANY m3 "" 3an. a ,,, xa. M.9T« c6=DDz•, ADw, m, PR—: LxaMn-Tsw. Ee.: (]m7e)T-,an " le ry '?. „YT W A. TOUT A. 67 FLORIDA Ib / u1aT A.S.S.A■ American Shutter Systems Association, Inc. 4268 Westroods Drive West PDIM Beach• FL 33407 TEN INC.O]A STERN Accordion Shutter System HV. MADE S3 W/ OR W/0 N.V. WINDOWMADE n, DLUA,PTioN 9.n DRMa er: , OLD is-M )/2)/1 IM 01/27 1 r 1� ` '•20gI0p '`�C dE • Fjm •••- r,3 0 r crw, ���, Fn �o915n.,f 3 DRAWING No ' 7—, o / t SHUTTER ASSEMBLY SCHEDULE FOR HV HV O ® =1A NYLON BUSHINGED NYLON BUSHINGHER ® W WHEEL CARRIAGE AISI 302-303 SERIES 0.870'x3/18' THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RWETS W 1 3/4- ACCORDION PIN W/ ®8 HEAD a @3 IN 2 3/4' ACCORDION PIN W/ ge HEAD x: ® POLYCARBONATE IMPACT RESISTANT W WINDOW s (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ W O OR HV ® BLADE. TYPICAL SHDTTER ASSEMBLY x.1s. (2) HV PIN ® MAY BE USED IN UEU Of ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HV 0 v0.52•' GLADE WHEN CORRESPONDING TO INSTALLATION -11'. SHEET 7. 048�— p (3) HV PIN © OR ® W/ 1/2" D.O. 1/16" THICK S.S. WASHER 1rP 0 . SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'AA ',HEET N'EL CARRIAGE DETAIL oxm> m*rm. DK, I L�C O TILUT TESTING b: ENGINEERING COMPANY w6 na mu. d) n. w5 wpew De�a4 Nnx4 v xxax.: (ms)e7I-r550 . F. : pm7s21-1661 e-rrgY 1Tee<Ocetepn u1 a ae>m Mi Wmo A l4trt Al PRE,RORDA G¢ / 6> 2 EXTERIOR Ov A625' ,1875-. �rcue `11 .0625' 0625 .0525' $ POLYCARRONATE 11APACT R "I WINDOW GAYER MAKRCLON 3103 POLYCARBONATE RESINS, W-STABILIZED CRAOE OR SABIC INNOVATIVE PLASTIC LEXAN t03 RESIN (SEE NOTE 'F" ON SHEET 19). POLYCARBONATE SOURCES FOR +turn v�wln uxlca�c numum amax mr� Imwa a 1m:re, umc axwe xa� +tm Dx2 aae v' 0An ate' rump xp0 srvomm A+ry v,eoe cu vam we nuwv nxu:rxu mD � u.wo .,: -AW rtWx. rxSFy15 eAr.. RIY DNf YpAO wt YI.W] v+l crow uro !sx e2ee a n-DM �2 rtc/ IYR M 0.0.YN0 ISrY <1615 tri � C-r M24 wr iwmmu 1sv mw pow s veD > >DAt� as+x 0iss �`� siwmm rrrm .Rr w vxa w eew xu mru z�s eoDa xamows .m w aer xu DmD w1. A.S.S.A. American Shufter Sysfems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 n u 11 Sa 1. INC. B TH H w Accordion Shutter System M.K BLADE Sl W/ OR W/0 H,V. WINIM BIAOE . x Dr san art Daum ee Le 1 a— Is-0(>S /27/1 0uL O) 2>/17 A DRAWING ND • 17-107 10 k T11LL 0•1�§« ��el»�t�srrr•n�n��'_� ��n I'I IIIII � � I1'a�tiltititatitll� I IiiltaOitaY�ti 4I� ' V r0 O D D 0. O fl fl 0 0 0 0 0 0 O• I wl-Z:@-07 gOmto '� TYPICAL I HV BLADE SHUTTER ELEVATION N.T.S. I -@v Rg n OF CORNER CENTERMATE •NQ£S-6N HV LOCKS AND CENTERMATEc 1. MµOAIORA u1u011K1N !I. ONE EIV LOCH a ®SHALL BE USED AT OR N AHOW OR BE,I.OW ]12 OF ZU71ER SPAY rOR SPANS UP t0 10! ELEVAigN. HV LOCK �S or �$$ NAY eE USED AS µ INS OR oLISID LI CEWERMATES W/(2) i/4'0-20 a 1/2' LONG FLAT HEAII SS N.S. LOCATIO SHUTTER ELEVATON. 2. OPTIONA CONOIOOx N• rr nrcr SHUTTER ELEVATON. MAY ALSO BE USED AT STACKING POSITION (NON HURRICMIE POSITION). `-. • ONE NV Lom a rrr As Marl If, r,ern e� SHALL SPAN! W SHUTTER SPAN FOR ANY SAM ) FOR INST RONS T ANY TTACNED To OR LOCK SHALL BE AS INDICATE" UP TO TWO NV CENTERATES D SS. YS. TWO LOCgNC NODS ON TYPICAL SHUTTER EL 2D.S. SHEET 12. OF 1/4'0-20A7/4' S.S. THUMBSCREW lb OR v v� ��-"� �'" "chic YH UU5"E LACK. ATLACNMENT Q]1 iPl, CENTERIMTES SHALL BE MADE W/ 1/4-0-20r3/4' ALM RNNUT AS SHOWN ON SEGNON HVE, SHEET & ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. & MANDATOR/ CONDTRM !A MR ••• MOUNTING •SI••••• ONE HV LOOK ® er ® of ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPµ FOR VANS UP TO DIV. AND MR INSTALLATIONS AT ANY ELEVATION. NV LOCK 6 Or @ Or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO (D Or ® SruMETRICAL CENTERMATES W/ (2) 1/4-20 A 1/2• LONG FIAT HERD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 1�G W/ OR 0 TOP µD BOTTOM IS COMPLETELY MANDATOR,. *NOTES ON HV "T" LOCKS AND C NT RMAT c 12, IS •NOTES ON HD nrt[S & CENTERMATES: I, ND L / 3 / N •TES(' R /n E ALTERNATE MD LOCK ® W�YLBTE�. USED W UEU Or HV LOCKS M 4qy. TOR ANY SPAN AND INSTADAn0K5 AT ANY ELEVATON. ALTERNATE NO LOCK C/ MAY BE USED AS AN INSIDE OR OUTSID LOCK. ATTACHMENT OF HO LOCK[A 100' W/ 3 /B ]/R' F.M. B.S.Y.S., AND INCLUDES RDNFORCIEUM INSERT; AS SHOWN ON SECnONS HOB-Hv$ AND FDC 6 It-MVC, S�H2E�ET 10. LOCK WY BE INSTALLED AT MIOSPAN OR 12' NAKIMUN BELOW OR ABOVE MIaspM. USE OF LOCKING RODS IS COMPLETELY MORAL. /. i sF..'/ aMI7 ASW. wC. ®2017 EASTERN METAL SLPPLY, UK. B T AH TM Accordion Shutter System _ Ar ' IL EC O LNG. ` A.S.S.A. ' 9 •• , �,:• TILLIT Amedccm ShUNer Systems KV. BADE �1 W/ OR W/O HV. WNDOW MADE W, Ffsw w PAn WMWx ar: La �� ••'.11• TESTING R ENGINEERING COMPANY esv u.. lan n- sr Am. ASSOCtODOLIr tRC. 1 OLD 15-OBS /2] 1 Mm 0> 2]/1 ] A Nnau t+xta+• rwc0e vle Pnw.: (3]6)0]I-rax . m.: f000)on-Iv1 42FA8 WestroodS Drive •'•ss�....•.'... Lr11 OHAL E a DRAWING NO •-""u 1"•r°°°cL.^n °�61rR West PDim Beach, FL 33407 fN ,,I11 WN.M A nWf Jr. P.E 17-1 07 A o c crni'1MM(!/iunr ;n:.r- NDMA Ui / alb] POURED oNCM ARCHOr6 POURED(SEE SCNEDIAE ON POUNED CONCRETE OR CONCRETE FE= CONCRETE CRE kCa111RD CONCflETf- sNoEr 13) REgINED RECU]tED r CONCRETE CONCRETE AO WIJE ON ISLE SCHEt StIEET 1]) 1 1 B sa qi ISFF Y]YMrO ®w ENvu 7) ANCHM { MACHINE _ (SEE SMON lE ON W/ 1/,--2SCREWS SNEE7 IS) NUTS O 12' O.C. - - i i 14 I K 1/4--2a,1/4"SS.1. �" _.•-- EO E MASDREW$ USNO 1/4--20 ____ EO Marl. EO Imo• _ NUTS E D.• �` I 250' E °'' L . ua I' `° • Oz IaRTwwE ; � `aPnouu ,o, row, ' 1; axss tm I sa H ,I' M — M sQ1 I ) UR �• r EWSRNC ,0 GLASS- ;NRbe Q� INN. SU'APATION 10 42A55 1 MsERAPAITo GLASS EPSVNQ N. Q55 CTA55 `r—(SEE SCFEWIE ON s an 11) ) ^(SEE SCHEDULE CN ONER 11) SIvIG a455- C V D LIA ©HV WALL HEADER INSTALLATION DQ HV WALL HEADER INMA I ATION + K )WON ` Q%li1 1 OR 1�� --(SEE SCKM E ON SNEET 11) YN. SEPNGMIN TO CA4 ` 1 E%6TNQ� 7 Iw sSS (SEC SCNEWEE ON SHEET ii) I oe amda® EmlPr i �OPIIatY.L 1 _ i 1„- NR. L 0.• L_---- = Y �- E. b.•'�w@ 9 EO-1 - - 12 o,,U '- - ,� EQ I B v,-o-aaap- 5.S. EO R1h TIiU55 HEN) 4APNNE SCREN$ USN; ��'n ' 1/4 d- CONCREIE AYCNQR$ (SEE SCHEWtE ON SNCET I3) \ JM T' 1/4 _20 NUTS O 12' O.C. I CONCRETE ANCN4I L-TRUSS HEAD MACHINE SCREWS tE ON N;UREO CONCRER� IRn. W/ 1/4'-20 NUTS O 12' O.C. POURED CONCRETE SHEET 13) CONCRETE W,;GK W REQUIRED CD'' HV WALL SI .. —' L INSTALLATION RCTE MORONS (SEE scHEWlf IXi CONCRETE °LOCK R£ONREp oN s"EE' ") OHV WALL QI1 I INSTALLATION OR CRED OONQ ETTEE: IN. Wa<E0U0tm ennu Q HV WALL SILL INSTALLATION Ta I- SEESHEET 4 EGi lYPl SHUR[R • INSTALLATION DETAILS W/ ARSEMSEY WiY16 OSUM A CIN 0E IU)N. p 2- ANY N ANY WAY T6 SUM NiY IN$TN4Al1pN. E O. r C Ac OwsrANcNS O (SEE SPECInGibNS ON SHEET 11) 4 rrr .SCE LI 4TONO OP US 4T1R euCE IX1 siEkT I; Q H V BLADE FLORIDA BUILDING CODE Non High Velocity HMrn'cone Zone ad' :' JCENSA!` :, ✓9 '•^ OX17 n.KOO. NC. 02017 EASEERN NEV4 SIPPEY. NC. a 1 LT_TE C S UIEKA A VTY Accordion Shutter 0- S A on System • •., American Shutter HN' RJOE #1 W/ OR W/O KV. WINDOW LUTE = r C T '•a TIWT TESTING 8 ENGINE[RING COMPANY ",,, stems Assocta}on. Inc. .7 ' 41 A_ ON 4n�'Sr•+r� HW. ]4„ R- M. am, .wmax u�maa. naw, we -oes RQ.7n/f T /1Nzx67oa/o - PNw : (xi)s71ns];m(])4>I-un 4268 Wwlroads Orin a ,k, ArnL/EM••• N«ar`� IR-OW071v West Palm Beach, FL 33407 ;�..... DwGRAm1AxWW7 N�—mG,: r.O W4TWAN E Or CCAI /CILLUT,oc/n.7r ftR { 0NIp1 _ _ CONCRETE 1 (SEE SCNEDUIE oN sHEET 13)REGUI Q 0. 1 OR E O.•• _ 6 � e.�meQA CUSS—� rvua�gO' � �Ct[s¢I 1p ALifR:u rm_P4n n) ' 9 • � � ��n I � � l l - I 1 c�iAsi / _ UX SC4• HEX W12' Q , \�� $ERUNS o RS aG C/� Jre CONCRETE µCHON 8 .� DLE Of fii' 7 (EE SCHEDUE ON SHEET 11) ; 0 O EDGE Or MPIKA@E cuss .x sww.n. AOPu°cmE [.0:= .. ,)/s. ._T _ sua ff ' A �uueLr ,for e / APPWC4BIE '•t 1,m Nan R.wu[mNa t4j W PoYflm co . 0.• , CONCRETE MT HE/0 CONCRETE CORE (SEE SCANCIgRS nmmi® RED POURED 1 0 RETE R ItAI KM COMCREIE Ax[NOA$ REOURLD RHEWtE ON SHEET EQUIRED 0,• r E 0.' (SEE SCNEDIAE ON SHEET 14) 4T1GN 1 11 TRENCH FOR I �0 HV CEILING INSTALLATION 3 FEY EL00R INSTALLATION t IiV WALK —OVER INSTAL I ATION DESICNCENSTALIf+RESSURE RATING k FOR SPAHS PER SCHEDULE 13. 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Velocity y ezon mrzca..rc. �CRNA BUIIIIINC CODE Ne ®zm .�•�EwsNnas Nrine Zon R7ER A V e ;• J sF•..9 = �+ �+ Bn IL E C O tNa. A■S.SwA■ Accordion Shutter System >r ; ILv, MAX ®I w/ OR w/o tv. varnav enoE d� a TILLR TESTING k ENGINEERING GOYPAN7 American ShaNBE Sy9femS '• �' Is assI NR m„ v.. m w w, c..ov s, ram. ss� Association. In,, -T/v/Ium oT/nl17 r' m(Awfw-61E1w6-:%aMum+am.0oFr oa.:a(msas)an-1", 4268 westroOCs Drive407 s%1 G-W6116 West Poim aeoch, sv OR�RINC� No nLk. f ausv aeE 0 P.E. SEL7SeIrCrNIDRE/DATF ALIERNATE INSTALLATION W V"" LOCK MALE/FEMALE "T" LOCKS C NTERMATES 8 � c8 1,9CKERS = W/ (1) HV BLADE SEE END commEanom DETAILS ON et. 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WNE AWING No 17-107 POURED CONCRM OR PWflW CONCRETE PWRW CONCRETE OURW CONCRETE ""---' CPYCRETE BLACK WALL / OR CONCRETE OR CONCRETE RCWRED i BEOq( wALL FiLUWW SLCCK WPLL REWREO OR BLOCK CONCRETE REOUWFD CONCRETE ANCHOR''T EXISTING CIA$$ % �E%6N1r0 G1A,G EXSTING CLASS O t6' Oc.2' 2• WN, EXISOJLG CLASS W !I. uJ1 $TARAPai S CPI uN i ~,• I• — r i �1 r EO I SOAWE Q! 9k]T 1/1813• IAIY 11 FOR 6/OE mAYD (fi06J- I B I ION GI ® • Q �� ® 10 OMS = I' 6GEOXE ON BAN) 1 NR SG //.,-'�� QM SIDE �1 Nt,ToCIA ONs¢T l99 M. CLOSER H.ALES(D - PLATE. (LOCATE 1/2• ON SMEET 19 1 BLAYSOg® 1/2 / SCIIED LE 1 me IM, 0, 9E9) 1/2• UN. , AT EITHER SME MIN Dr (D) , � I }-"•` �. sADESI /10.1/2• G.N.S,�_/ 110A1/2• S.N.S. O IV Q.C. -----'r r I I I 4USE "OR 2• YAK I __._�-_ (AS APWGBLE)Y2•vl/91O •' I a 16. O.C. I _—_— .•' ALUMINUM CUP ANGLE _—._—_� (6063-T6 ALLOY) AT WilocNT / 4 i (1) BIOII/2• S.N.S. TO � tr � (2)1/4•e T/.P00NS ANCHORS 10 ,r�. 1 OR RY SEE WA& X FOR ()OR SEE DEWL X P SIDE CON NECO N WAIL AT f• Q.C. (LOGTE AT 1 OR ®' � Dliipi sE ore)) 1D OR ®• SIM CONNEMON • 0 . J 8 9 .®e TO TFACKS 10.®nA©�'��p' ' . 6 6 1•®e IOa®n®•Qp'©!� /^�� _/� -0. 6 JO°' 6aI SEE DOTAL X FQ ®n®•�'p•®- SIDE CONNECTION 6 TO TMa6 •��•©•QJ v B 1•®. A-n(.I,s®•®-V•©n �v_vv �`Y � � ©n0_•�Q''!yn ®. ®n/. R.•®vO.A�e ®•®�®'®'V^'©^ . A6�, Q• �6, fiO. ®a�.®.1®.'®Vs®.® �.�J lY•®u®"L9^'^V'®a END CONNECTION DETAIL1 END CONNECTION DETAIL 2 END CONNECTION- DETAIL (1) END CONNECTION DETAIL r EE OR ♦ REOU62D ONLr FOR $PANS "EATER IMW /--EX611YG BASS CONCRETE BLOCK WALL !' GLASS NG 4 NA SPdiA1H21 ItOYa SONS _____________.. ro awa �sE2'r i o 16' O.C. �aPATXrI D// >,---_—__J y_-----_- a al AE£T I OaD CgICDRR G /2" NW. O6 .r a ___ _ _ - ---- - - , __ ©OR BOOR�OR CYICFETE MCNOR GuO cm) 12 It iCR 9A➢E QA'A r 5 a SMER 19 JOR 4 �- --- --- I Ofl I OR I Oft 1 O ` E I AAOLS mtr® pC� rr t 2 NM. ` u 4 GRID 2• MN. 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SHQT 5. ttin, EPT MAT U4MMIM SMURER SPAN E.+' OR i= AND MQCMRa ASA CESING PRESSURE PATING FOR 015TAMO IS INTO CONCRETE OR CONCRETE BLOCK SHAUL BE UNITED AS FCELOtS: I- CONNECTIONS TO KEYSTONE MOUNTING UNITED TO +04,-72 o,I.f. AND 8'-0' SPAN. SEE MOUNTING ON ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 O HV BLADE (1) L+: MAXAIUM ALLOWABLE SPAN FOR A GIVEN POSIRVE ASA DESIGN PRESSURE RATING. L-: U10i. AMONABLE SPAN FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RARNG. (2) PROCEDURE TO DETERMINE MUNI SPAN FOR WALL MOUMLNGS (TOP/80170M) OR FLOOR/CEILING: GIVEN A POSITIVE A.SD. DESIGN PRESSURE MRNO. DETERMINE MAXIMUM SPAN 'L+' FROM SC,,,,, GIVFN A NEGATIVE AS.O. DESIGN PRESSURE RACING, DETERMINE LUNLIUM SPAN IL-1 FROM SCHEOUM, FINAL LWNMUM ALLOWABLE SPAN IS EQUAL 70 THE MINARIM DETERMINED SPAN BETWEEN `L+- AND 'L,.. (3) PROCEDURE TO DETERMINE MA%RNM SPM FOR COUBINARONS IN BEn Efr, WALL MOUMMGS W/ FLOOR/COUNG MOUNTINGS: FOR A GIVEN POSRWE AS.D. DESIGN PRESSURE RATING: DETERMINE: LI+4 MAX. SPAN FOR WAIL MOUNTING MSTALIATgNS. U+- LMX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTILLATIONS. FOR A GIVEN NEGARIVE &so, DESIGN PRESSURE RARNG DETERMINE: LI— MAX. SPAN FOR WALL MOUNRIIG INSTALLATIONS. U-- MAX. SPAN FOR ROOR/CENNG MOUNTING IFLsrwAnoxs. nNAI- MAXIMUM ALLOWABLE SPAN IS EQUAL TO ME MINIMUM BETWEEN 11+; 'U+. 'LI-• AND 12-' (4) GO TO ANCHOR SCNELULE 1•WM DNA, MA,UW AMOVFASLE SPAN AND NEGATIVE AS.D. DESIGN PRQSURE RATING TO DETERMINE MAf(IMUM ANCHOR SPAr1NC. 02017 TATCO, INC. ELT c AS S� .S. ll AmeAGan Shutter Systems A930clOtton, Inc. 4268 Weslrood, Drive West Palm Beoch, FL 33407 02017 EASNERN MET% SUPPLY, INC. E T A RA Accordion Shutter System HV. RARE #1 W/ OR W/0 HV. WHOOW BLADE � 11X TILUT TESTING k ENGINEERING COMPANY wv N.. anw s.. SI. 3W. Nvmu 4x®4 nom4 vl Fr.! (.W)B)I-Ib]O. 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AYCHOIS TO SUBSTRATE SMALL BE AS FOLLOWS; (A) 10 Exans0 P9UPEO CONCRETE: (Lim. rc ] LN) ANCHORS. SPACING LEGEND - 1/e'0 TAPCON OR TAPCON VRN AWANCEO 1HRGOORN iECRNNO.OGY MILHORS. M UµUFAONRED BY LT.W. BOW". (Mm. re - ] tar) - 1/e•0 . 3/0' &E. P*uTS EGSO-SEf µCIgRO. AS 0,UU,Ee W µL Po1N1$ ScaS, DVRsIl OR TAPCON GMT h $ OMW EoWsN,. (G re . ] ter) _ 1/re BIIIE rIY CONCRETE ANCNpRS w/ GP As WNUfACRIREO EW IRWRNM FMsEN RO ORECT. WG (US, re - 2 Ys µ[EWES AS IMNNFACNPfO BY POWERS WIH AOVMfCEDTAOPER+ THRIZEIWU RCAI OGY fAS1a:RS,'WC. AND NSTRBUIED BY ALL PONIS 5,,M, SOLT a SPECIALTY MMRNNY OR INl ONEF AePRO9C0 MCENEM OR AMHOR2W VENDOR REGtSI,,,, S,, NE µEWrIN SHUTTER TFITENg As5DCWROR, INC. cue. re - ] �G AEL POMS SOU) -SET BIDE TM IV/ bP HOMES TAPPER+ AI) NINIINN CASEMENT me POURED CONCRETE OF TAPOON OR TAPCON WRH ADVANCYA T1IRFAOEORV TECINOLOGY MSHM NNO TAPPER# MEHSRS 6 1 3/0', µ0 FCR SWE TOP W/ CW µWCRs S 1 1/2-. .ss �ANo.a > UR Fd A3) 1ONNUN EMBEDWIT Of 1/e'0 . ]/e' ALL POCRS SLVD-SET µ[HORS SR4L M )/B' WTO THE POURED CONCRETE W pIOFDYETR WTO SNCCO SIULL M PERYRIEM 1/e'0-20 S.S. VAOCIS SCREW ty&M s BE 1 1/2- LONC MOMS, B/,4,d 92[l 19 SNESW STNss, EML AND V loNwu FOR W WRH NO s moo. AJY µ IN tHCA$' 1HAT PRECAST S10M, PRECAST COECRER PANELS. PAVERS MN Y vENEER RE FIXING ON THE MSYNO WALL OR ROD; ORS SHALL BE WNO ENDVOM 10 REACH THE W01 STRUCTURE BEMND Us WALL FB16MES. ANCHORAGE s1NE1 BE AS Ngcaus ON NOTES AI) a A2) .IBOVE. FOR NSq aqe ON VNYL SDND OR an, W,, OR W,NOM MET& SNUS CONSUT lH6 ENVFOR 0530MEATMN We OFS WTTH VET& STEMS SEE SHEET M (0) TO COMING CONCRETE RWCK: SVsm C-90) - 1/<•0 TAPLON OR TAPCON WIN AWIRCED NRE,OFORY iELHNCIDDY µCNORE M M NUNLNRED BY LLW. ORROM - 1/0b . ]/e' AW POsM SOUR -ELT ANCHORS, AS MSIRBUTED BI 0LL POINTS SCREW. Bq.T & SPECW.TY ODWRor. - 1/4.0 ME TAP CONE SIE ANCHORS W/ CAP AS NNNFAGNRED W nan,, FA, DN,,, gRER, GVG - 1/0 0 TAPI.SR+ ANCHORS As uN.VfACWM£, BY pOl,-rA5 fA51ENCRs. WC.. AND DRI EWES BY ALL PoWTS BCREW. BOLT @ sPEpALry COO+AY OR ANY OTHER MPROMD MESSES OR ASTHOMED VENDOR RVASTERED W THE N2 M SMUBFD ASBOLT ASSOCAROY. IMO NOT . el) MINIMUM FMBEEKNT MO CONCRETE BLOCS OF TAPCON. BIDE TM W/ CA➢ µ[HORS ISO TAPPER. AN N n S 1 1/0' AN, TAGEO.N WIIN / sNCD THRLNFYIRD TECMNOIEKY ANOROS 6 1•. 0.2) NINNDN ENBEONENT OF 1/0'0 . 3/4' O PONE SOK`M ANCHORS SHALL BE MASSY EMBEOOED INTO THE CONCRETE GWEN. ISO EMBEDMENT INTO sNCCO SHALL BE PERNIR[0. 1/0' 0-20 SS. VACHNE SCREW USE, S,14L W 1 1/Y TONG IRNIUDN SNOUID STUCCO MET. AND I' NNNUM FOR WALLS WRx NO SRKCO. B]J W O.SE 1NAT PR[CAST STORE, PREssr CONCRETE FmEL9. PAT2Rs OP INf VENEER BE FOUND ON TLE CA61ND VULL OR ROSS. µCNCRESWII BE LONG nMR 1D R-O THE L1AN SIPUCNRE SEHWO EAR) WALL FMENES µCHORAGC SW BE AS INOICATEO ON NOTES G.1) & B.2) AeIwo ErR INSTALLATgNS ON YiNY4 SIgNG OR OFS 'MN OR W3Ngn NET& Mo, CONSULT T,S ENGIINFFR FOR NSMI.AT101E IMO ER5 WOH NET& SNOS SEE SNER 30, (CJ µpWRS SWNL SE FGT& EO El UxNsNG NL Or THE IECONVEHMNp1N5 AND pEctma DNs OF NE µCHORE VHNFILNRER (0) SEE SGNmUIE BELOW FOR EDGE DESMNM (Ea) VERSUS SPAONG REIA TIOHSN� FOR ANCHORS. fD3E DISTANCE Mmo,; e Rene ce.nNCOt F FOR ANCHORS, YMNW ANOMR VA[NGS ARE YMD FOR EDGE Dv-N!ES RNYGEFO BD.D2 FCR E 0, 1E55 NAV TM INdG1FD, NEpOL: ANEHyy SPp[p0 BY DUln%tt v SPPONO S, W V`Uum: OY NE M,MR,,, f&YORS REDUCED VADNc GBTMNW MNA rAC10R SIUEL NOT BE IEEE NWN LfM SP,W4. 1N 7ED FOR F Ma.,R TYPE. ACTDAI FACTOR EDGE TAPCON UPSON W S4N ANEEO &E POOR SOW SET TIPPER + DIUANCE NSCAsnow TECHNOL muE TAP W/ CAP MN. CR + EA. ION. SPACWc - ] iNl. SPAC4W - ]' SPAtlNG - ] I/2" YIN sPMNG - ]' 0 J e-OGNICRIETE 0• PotIHD CONFA[1E a R,pD MaSE COAIEIC DNf FOyMn CONORRC a POURED CONgNE(E a tO PEN�•OLYGCK ,01 EO.J t/2 NIX M.21/Y BLOCK CONOI1iiE M.31&OGKRXMV �iiC (RaEB 2eN( 3• IA 0.90 to OJ 1A O.B1 1.0 21/2' z• - o.T1 _ - - ost - 1 J/4'- 1 1 2• O]] _ _ _ _ M17 mnoo. ING 9= > IL ECOuaa. TIWT TESTING h ENGINEERING COMPANY * ' .... x... Taa st s> xe. 94LYA G.Armrs. RGM1OA n ,� -m a: 1W.wowl.PPm 11l DEB- sl WWER A s114 fQP.0 IO �..� ERIDI L:c I E] A.S.S.A. American Shunter Systems Association, Inc. 4268 WestroOGs Drive West Palm 8eoch, FL 33407 W3G17 BER� HA�P�Vim Accordion Shutter System KV. EIIDOE #1 W/ CR W/0 RV. W""N HARE AWING No 17-107 M17 mnoo. ING 9= > IL ECOuaa. TIWT TESTING h ENGINEERING COMPANY * ' .... x... Taa st s> xe. 94LYA G.Armrs. 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IILLn' TESTING & ENGINEERING COMPANY � era xr. 96T. it es :as. rw3u r+nro4 nww u 11. "1� Pners : (]09J8)1 -l910 . Fa : {Se9)9)r-199i 1,1 .-met enecw=x.w� ® ao cno Y/4ICX 4 ID P.L NdTc RaeW lic If /44.8r 8) TAPFAN OR TAPCON WIfH IDVANCED THREADFORM IECHNOIAGY Au POINIs soup-sEr etUE TM TPPPER+ SEE CHOR SAEAN CIFJCATIONS ON SHEET 1] FVA ONLY FOR UP TO +70,-75AS.O DESIGN PRESSURE G & FOR SPANS PERDULE ®3, SHEET I1 (1-) HV BLADE ONLY A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Polm Beach, FL 33407 G0q Accordion Shutter System HV. Ell" #I W/ OR W/O 14V. W4sWN HARE IIIM No MAXIMUM A.S.D. DESIGN PRESSURE RA11NG ( . f 1 AND CORREcp0601h t XI iL (I cChEDULF FOR A GIVEN MAX- cH Ij IEt( L.. AA[` OR CPAPIN L._u. SPAN NEGATNE AS.D. OESIC.N PRE IRc RATING, AND A .nRREcpONOM MOUNONO TYTJc (SEE uOuNT'NGS an sNovs, 16 A 17), LJ B �33 T Fz AT E SOUMERN PINE No. 2 W/ MIN, G=0.55. DOUGIAS FIR W/ MIN. G=O,SO SPRUCE PINE FIR NORM W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH 1/Y MIN. COX Sou NtNN PIN N. G-O.55. SPRUtE PINE SPRUG PINE W/ MIN. G=0.36 PLYWOOD D2�NIN� �u�a 4 --E- W/ FIR NORM W/ FIR SOUTH me WALL MOUNTINGS CEILING MOUNT T WALL MOUNRNGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T w. G o. NIN. C=0.43 W MW. G=0.36 M, N. O & R FLOOR MOUM)NGS M. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WAIL YOUMING$ 8.0. WALL NOUMINGS 8.0. WALL IN & X P & 0 S&V S&V NOUNIWGS S&V ®[T.tiHiJl nX �j ®1KM ®ImiGlm^H GBWi OSa l6atl@iR 0.'F ldl CDx RC.i Pm/ru]G(mj 5fl 0.9 R412RII9rt MLg L4f ON #FtroSi4tAC W1 l�A m:1IMi*Ji aN'.� ®mKli�lt N9lip'1 �B➢'aIdY. 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Efi .,OK [f DSE rPl :eAol"�w saEl le 4' NOTES ON ANCHORS REQUIREMENTS W000 SUBSTRATES I. A1KNC(q ro wN1, fIOCN oR $0.1D r.UCp S6fi}r SMAEE pE A5 saLUM^i: ]. suss`pX 9NNA C IRYT OF ME WUXVANa -SfMNFIa ME N 2 XI G�045 B) - 1/• O NcN µENORSuns . AS IWIUrK'1UHm Hf Li.N. BNIDfY w/ WItLyY Rll➢VFNf AS 1WU,I(0 Ai-Couous M M/ 0�0.50 INDS) M0. 1r. aCEP On�T NOTE 22 BEIV.. -59NDGE ME M NOgM P/ G�0 (MM) -SPRUCE PINE FIR SNM w/ O� 0"'.) 2 ME"co )0 NOLLOP CEWIC SWIL BC AS PER uWUNNG TYPE V. SNFET 17 AM 4WI. G n CP 'uaL 1/2• MX PCYEWO (1968 MA) UP Saub AS M NOS 2015 gPEfJIIGIM, 4. ANONOFIS yIULL BE NSuuLai n LLENBN, ALL a T2 RCCClwpblOxy INO yEO01Ci11a6 CF 11E ANCHORS NNMICBMpt P]AFFP.w ww�'" FLORDA BUILDING CODE Non High Velocity Hurricane Zone If M17 TITECO,'N0 ®201) EA9 ERN u6TAL SUPRY, MC, N VGENS�;•.,,�9 * IL A.a�.S.A■ Accordion Shutter System TILUT Amarlean Shutter Systems HV. BADE gt w/ OR w/o HV. wNDw BADE gESE,me,N g„rz GR..N e„ E.c O TESTING & ENGINEERING COMPANY ev5 N.. J6A 5l. sw. 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