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HomeMy WebLinkAboutSET UP-INSTALLATIONI' BERTHA H.V. ACCORGON SHUTTER SYSIEN SHOWN ON THIS FRODUCI EVAUATION DOWNER ((P.GOJ MIS BEEN VWFUO MR COMPLIANCEINACCORDANCE WHIN MC 20n (ESA [OUANN) Or ME !FLORIDABURNING COOS THIS ACCORDION SHUTTER SYSTEM SMALL NOT BE INSTALLED AT HIGH VELOaIY HURRICNE ZORQ DESIOR WIND IONS SH AL BE CE10001101 AS PER SECTION 1620 OF ME MOVE MENTIONED ODE. EON A BASIC WIND SPEED REWIRED BY THE URUHSDCFN WHERE S ,Y, WT DUDE BE INSTALLED H A DIRECf10NWTY FACTOR Kd� .95, USING Ma 7-ILL AND SMALL NOT ERRED ME UAIMUM (ASV.) gcSWN PRESSWE FUNDS NOCATED ON SHEETS 11 THM 13, 19 A 20. IN MINOR TO VERILY ME ABOVE CONOLIION. ULDwTE DESIGN WINDLOAD, OM,,,D PER Me, 7-,a SHALL Be MIST RECORD To A.S.D. DESIGN WIND EDADS BY YULWLYNC THEY BY 0.8 N OROEWIO COMPARE THESE W/ VAN. (LSO) DC=N PRESSURE RATINGS INDICATED ON SHEETS 11 MRU 15. 19 A 20. M aRDFA TO VERIFY THAT COIMPONENIS AND ANCHORS ON THIS P.E.D.. AS TESTED, WERE NOT OVER SMMIM A 33 X WCREASE W ALOWABLE SIRES MR WIND LOADS WAS )DIE USED N THEIR ANALYSIS. HOWEVER. A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASID6RS W WOOD. ATIL B N'S AECORpON SNU RER'Y"C"S AO[OUAOT M WIND AND WtCE N591E OPACT LOAD HAS SEEN VENTED IN ACCOROVKE WISH SECTOR 1609.1.2 OF THE ABOVE MENTIONED CODE A5 PEN -HV BLADE01 10214.01-0 . /0715.01-05, 01004.01-05, /1214.01-05, 1017.02-06, /0509.01-10 AND 110210.01-11 AS PER TAS-201. TAS-202 AND TAS-203 PROTOCOLS AND ASTU E-1986 AND E-1996'STAN0ARDS (MISSILE LEVEL D. WAND ZONES I. 2 e J) A 112=01-10 AS PER TAS 201, 205.A 205 PROTOCOLS URGE NSSOE. -NV WINDOW BLADE 0 /GSO5.01-W AS PER MR, E-,,S A6 E-1990 D,,I LEVEE D, WHO ZONES 1. 2. J) BASIC P9orMnoN ONLY AND / OFMal-66 AS PER TAS 202 PROTOCOL_ 2. HV BLADED AAD W WWODIY BUDC 0 ME ENDNEE HE TO WARN IN'UNISCN WITH EACH TIMER UNDER THE CENCRAL LMITAnON1 AND codas GN4 Or USE INDICATED ON SORT 19 J. SERUM KV. ACCORDION PIPS ESN SCREWS), USED AT BLN6 WHOM£ AND FOR DIRECT MOUNT CONNECM, TO TFUCKS SHALL BE /14.2.75• AND /14.1.75' RLSPCLTNIIY, 410-M MINOUM SERIES SFAM6S STEM SCREWS WITH 155.0 "I WEED STRENGTH AND IN W TENSILE SRDNGITL PING SHALL BE COATED WITH, B,IU W DACRGSNIDD &NO SYSTEM A9 YANNACNR[P BY APPROVED CMTNO APP PARS, REGISTERED WITH ANCRMAN EMPTCH SYSTEMS ASSOCARON. Pn4 UUSI DIM ME W MANKIND ON MDR HEAD. 4. AL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCATRN ALLOY AND TEMPO AS MOICATED ON SHEER 2 AND I MMMUM YIELD STFPGM FOR GOMT TB AHOY S =4 W AND M,7 WI FOR 6005-m ALLOY. 5. ALL SCREWS TO BE STAINLESS EARL 304 OR 316 AS SWUM OR CORROSION RESISTANT COMM CARBON STEEL AS PEA UN 50019 WITH SO AM M. WELD STRENGTH AND 90 W MW. TENSILE S NOIH. AND SIMI COMPLY W/ FLORDA BIRIDMO COME SECTION 241LL3.4. D. BOLTS TO BE ASTM A-307 GAIVANRED STVL OR AS 304 OR 316 AWES STAINLESS STEEL RTM J5 W MINIMUM WELD STROH M. 7. SEE ME FOLLOWING SHEETS MR ANOIOR SPECr1CATIORSI HV BLADE G : 12.IJ,14.13 AND 20 W BANK G N G WORKING N UNISON: 12.13 A 15 & TH6 BERTH KV. ACCORDION SIUMR SYSTEM BONS A U5 PATENT /e'7Ti,692. COMPONENTS OF THIS APPROVAL ME COVEIRU, N W DLC OR M PART W U.S. PATENT /5YSB,179 I4HED TD EASTERN METAL S1JPFLY. INC. 9. IY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERUY ME SDUNOHESS Or ME STRUCMRE COHERE SINIDR 6 TO BE ATTACHED TD ObURE PROPER ANCHORAGE COMRADFOR TO ECAL/WIUN ALL SHUTTER CWPWENT EDGES WWCH RCMAW, MRU rMTGIDNc N CONTINUOUS; CONTACT WTH THE OUINNG TO PREVENT WUD/RMN INTRUSION. 10. EACH UNIT MUST GEAR PERMANENT LASTS IN A MEET PLACE IRTH MANNING NOM DURING PFOODS OF HURRICANE WARNINGS HOME OWNER. TENANT. OR OTm6, MUST PROPERLY CLOSE A. W AND HD COORDINATES AND ENGAGE OR LOCK AL HA AND NO LOCKS. I1. SHUTTER MANUFACTURER'S LABEL SHALL BE LOGGED ON A READV VISIBLE LOCATION AT ACCOMM SHUTTER N ACCORDANCE WITH SCCMN 1709.91 Or FLORIDA BLDIDINC CODE. ONE LABEL SHALL BE PIACEG FOR EVERY OPENNO LABDINO TO CWPLY WIN ACTION 1709.9.2 OF ME FLORID WILONC CORE IL BERTHA N.V. ACCORDION SHUTTER SSTI M'S WSTA UMMN SWL COOKY WITH WEDS MORATO IN INS ORAwMD FLU, ANY Ba,,MG AND ZONNG RECULMMNS PRCY NG BY THE JUfN60XIMN WHERE PERMIT 6 APPLIED To. IJ. (a) THE P.ED. PREPARED BY MACS ENGIMPER R COMM AND ODES NOT PROVIDE INFOfMMW FOR A SIIC SFECUIC PRMECD La. WHERE ME SIRE CONDIONS DEMM FROM THE P.EO (a) CONTRACTOR TO BE REWDYSINE FOR THE SELECTION, NRCUSE AND INSTALLATION IN MO LIFE s OF IMS PRMCT, CANED ON THS P.C.D., PROVIDED HE/SHE c,EE NOT OMM FROM ME CONDITIONS DEFAMED ON TMS OO(3MW- CONSIR1=014 SAFETY AT SITE S THE COMR.ACIOR'S RCSPoNSBAIIY. (e) THIS P.E.D. WILL BE CONSaERED NJAUD B A1ORM W AM MEANS. R61 SITC ,PECTIC PR0)E0E SHALL BE PREPARED BY A FLORIDA REWSIFRED MONEER OR ARCHITECT WHCH WUL BECOME ME DNCNEEL Or RECORD (EOAI E'ER ME PRWECT AND WHO W1LL BE NSIBLE FOR THE PROPER USE Or ME P.C.O. ENGWEDR OF RECORD, AGING AS A OQLMMM EHCMECR TO ME P.ED. ENGINEER SHALL SUBMIT M M UTIEN ME SRE SPECUI DRAWINGS MR REVIEW. (e) ORIGINAL POD. SHALL BEAR ME DATE AND ORIGNAL SEAL AND SIGNATURE W ME PROFFESIOWL MIGNEER Of RECORD THAT PREPARED IT. •\ L GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM! COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE O WINDOW DETAR. AREA 7• NV BLADE n auD HY WINDOW B enp N(Al fWHERE APPurAuzF1 TYPICAL SHUnER ELEVATION a NOTES ON LOCALS SHEET 5 INSTALLATION DEVILS A-F. CONCREIE/9LGCK SHEET 6 INSTALLATION DETAILS G-M. CONCTEETE/BLOCA SHEET 7 CENTERWTE OETMS NY SHEET B CEOERIFAIE ALTERNATING DETAILS W SHEET 9 END CONNECTION DETAILS 1-6. CONCRErE/BIOCK SHEET 10 MAIMWSPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE s BLOCK SHEET 12 ANCHOR S"ECKLE- CONCRETE A BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE t BLOCK SMUT 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS. M-R. WOOD SHEET Is NSTALLITION DETAILS S-s, WDW, SHEET 17 END CONNECTION DBMS 7-12 s X, WDOD SKEET 1H AREA 3: HV WINDOW BLADE 6Al TYPICAL SHUTTER ELEVATION AREA 1 HV WINDOW AlAnE CEi ONLY ON Y SHEET 19 NSALLAMM DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA 1L•011 ........... Art 020p TARCO. INC. C2017 DU ERN META S,PPLY, INC. SCANNED pA s� :• DENS "•.N9 B Tu J F BY IL AL.SL,S.A■ Accordion Shutter System i�{�6rJ ' TILUT TESTING A ENGINEERING COMPANY American Shutter Systems N. K pLSaILIIN Ma NAWN Le St. Lucie County : TI(' NV, aAEr ®1 W/ OR W/0 KY. WNDOW HARE AV 43S u.W. JMov I0. M ]aA V91IAA uAm4 RUWW YI Association, Inc. I OLD 15-085 1/97 1 WIC W/D/IF A.r�y(. V PNON f n05W71-1520 . F. , (M)WI-15,1 4268 Weslroods D&, 2 .... ......."r `\ 1LrA`r - �l �,a •°'^ West Palm Bcach, FL J}4D7 , DRAVRNG No S/0NA1E .AiWRL.I'm . 17-107 D C fCAA.2C,NAAVi ier 7mm FLORIDA, 1M. 2 44,57 [DER US PATENT B 5458179 ✓ WINDOW BLADE• " USE OF BIRD ON SHEET 19 ©HV unli F_ OR USE T1 W QUALIFIED FOR USE W/ Her BLADE 1 �fi06]-T6 ALLOY A 0 ILwEx IA17' On]' OB3' r nm no- . 11 HV TINQ HEADR 0 FlED FOR USE W/ HV BLADE 1 ONLY, SEE SECDONS FOR VAUD 6063-T6 ALLOY AND TEMPER LLY a1QlYYN1 1' w ` SIDE ANGLES O ALIFlED FOR USE W/ NV 9� P a EOHV UNIVERSAL FLOAT R OUAUFlED FOR USE W/ IIV BLADED 6005-75 ALLOY AND TEMPER IHV HEADER/SILL (� ODAUFI 6065RT6 USE AND QL PEPONL ALUMINUM ANGLES QUALIFIED FO$ USE W/ HV BLADE 1 ONLY. 6063-T6 ALL Y AND TEMPER 606]-T6 )HV WALK —OVER TRACK OUALIFIED FOR UAE W/ HV BDE 6063-T6 AL OY A(IN70 TEMPER COYPONEm A 6 71 T2 0 1' S YAK 1/6' 1/n' ® 2' V VAC 0.192' 0.192' 19 2.5' 7' MAIC 0.19U' 0.190' ® 2' 5' MAC 0139' 0.131' Q5 HV 90•�1R0'\STARTER OUAUFIED FOR USE W/ Hv BLADE 600-TG ALLOY AND TEMPER 77 .99•' Bat 8 12 ' .910 O9 UA TRENCH TRACE—K OVAUFlLA FOR USE - HV BLADE CIi ONLY. 1� HV RAINGUARD QUALIFIED FOR UU(�$HV I))E W/ 8063-T6 �LLOTE001 TEMPER. 111• A\3 M••'- PI( Y: 0901) RirCO. OM, 02017 EASTERN METAL 6UPPLY. OfC. N.5 '�jCENSF�.�p A�S�S�A� B T TY Accordion Shutter System HV. TIWT TESTING A ENGINEERING OOYPANY i e�rrL� ; * American Shutter Systarne BLADE 81 w ON W/0 HV. wmw BLADE ,, 9tl6IDr110N ern OPAMN Le O : • TATE D i ; mea ne. Ma M. xw 303 e.cvn GMADM Ram6 "IVAeeOCI040nr PNm. i Dos)a71-lau r..: am)37l-lwl Inc. 4268 Westrood9 Drive 1 OLD 1s-O85 1 17 1 mm 07 7/17 7 a DRAWING No •.�a . '^�^re ••e��o .�•^� West Polm Beach. FL 3340, s/oN ee11 . 011 F C •MFlf %�Ir.�A7/ASC /llnli e,PrR ,L ,6Dr L. V. FUND A L, IT .167 t 7-t 07 -_.-- . • I—= ,.no• P1Av 4 mDxr DLVAIYN © LOCKER FOR "T" LOCK CFNTFR6'ATE QUALIFIED FOR USE W/ HV BLADE 1OONLY 6063-T6 ALLOY AND TEMPER 3 QUALIFIED FOR USE AND TEMPER BLADE 1 & A 6063-i6 ALLOY AYP@ ® LOCKING ROMi OUALIFIED FOR USE W/ HV BLADE(J) 6063-T6 ALLOY AND TEMPER at OWHV NA ED FOR USE W/ HV BLADE 1 ONLY 6063-T6 AUDY AND TEMPER 6063-76 G nSe sB HV s/8"0-16 ac 3.161 17 6 n d UNIT r QUALIFIED FOR USE VI/ NV BLADE T @ 6o63-T6 ALLOY NO TEMPER �M1I,j�(�*1///22I' J Li/a•F Ti HV 1/4" 0-9n AM and OUAUFIEO FOR USE YI/ HV BUDE 1Q 3a5' ° 1Ob o P gO — /-06 GR 0"4® va+rt""m A fuml nm @A59 L',IIGQ� (OWD�R MRO) i HV EGRESS LOCK CUAUFIED6�[0R USE W/ /IV BLADE Ud, 6 ONLY. le• f. .Jor AFTER RIVETING BEFORE RN UC [M--U Awn uNGF r4„LF 116!. 6]0. A4 YMMACry!® eI aYyp wr, xLW matt Dlwa m Lrxua, RNATIVE LOCK f0 USE W/ w )E T ONLY, "LTMIA„ . CN UVEA OR x MNOM 0.97]' MR, 1 .123' Ym TNuulrnnw CYU110DR oR xEr 6n°+DER 1. u" ® HD LOCK BY REGENT HARDWIRE NGRTI]E 10C SORES 2333 HOOK BUT LOCK, ., --QUALIFIED FOR USE W/ HV BLAGEQI & '(JA ! i!(�/r�� 02017 iartca. LNG 02017 EASTERN METAL SUPRY. WC. T(,ILII�P�•� . 3 I '1 IL E C O LNQ. ■ ASSA BR Accordion Shutter System ` * a /% * TILLIr ■ ■ ■ American Shutter Systems Kv.. BADE ®1 w/ OR W/0 HV. w NOw HARE , „ p2R„pilax DIU 6MM1 e" I.G T •O L STATE OF TESTING s ENGINEERING COMPANY uv N•' I°°` n• As m WaOa Da„m.s. n6,w aM Association, Inc. 1 OlD 13-OM Tp7 I Dam 07/27 17 4268 We------ Drive ,x� 20RIDa:'' 2 _ f • V 63x "� 16A�o. Nx West Palm 8e0ch, FL 33407 a DRAWING No ss/0/aIAL w ,. P.D. 17-107 �\a'11 O F t-O A Gdlna+r BG„Oa Tic / .167 [SHUTTER ASSEMBLY SCHEDULE FOR HV QA HV 10 HV BLADE I ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® W SHORT RECESSED NYLON. BUSHING ® HV NYLON HAT WASHER © NV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'e3/I6' THICK NYLON WHEEL. O.188'0 AISI 302 SERIES S.S. RIVETS ® NV 1 3/4- ACCORDION PIN W/ gB HEAD ® HV 2 3/4' ACCORDION PIN W/ #6 HEAD # ® POLYCARBONATE IMPACT RESISTAM NV WINDOW (1) NV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ` ®J '�� BOTTOM KNUCKLESOF HV ACCORDION SYSTEM W/ HV 1Q OR HV ® BLADE. TYPTICAL SHUTTER ASSEMBLY (2) HV PIN ® MAY BE USED IN UEU OF ® AND ONLY AT I EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO 'I1', e0324' BLADE WHEN CORRESPONDING TO INSTALLATION SHEET 7, 11 (3) HV PIN ® OR ® W/ 1/2' O.D. 1/16' THICK S.S. WASHER TYF 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET WHEEL x rs CARRIAGE DETAIL 02017 mTPCO. W. IL�EC- TILUT TESTING A ENGINEERING COMPANY !]f!NR NA!1.!b.Y.G6Nppiy II//4y Pea+ i 02s)e21-131sm . rP. [ Lw)an-Issl .-ine1 alNvaad.Tmn s 000en! ruTm A run,I P .P.PlaRel, Uc / ule) PATERS (Dr1 2 d[4T3 �.� e2s• eusE .4exr WIN .osxs s• Lee! POLYCARBONATE SOURCES FOR 44 ar'K riwnn uwwa ax4va maa,x Paar �,m ermic oven 2ODAMMw mlm[ m0 enmem arP am oo, aeY a ' um w od.! wa \.xa ... nuw n\can a lm0 MVA VAW! .�s,r Ir\e ISiY mN ,ese wa ].e000 PLL .A.oP l YIfA] tlm eam0a am /m mee �e rt-s/n V+� 1! rt<M 0,oa mmn NI[ b' aF'd0 \au ma! 151N ael! as • aµ$ u! a uv 41 a19 ev nPnox ae0�ac 4ns mee elu, Ilm lwaI Y mo IVVO][ fl DIM YIR MAd 1119[ 511OS1 BQpI[ \LT{Ry lTN W 4ry ey 4N] PLL WI OLL !Ma PLL Eetl yt AT.SaS.A. American ShuHer Systems Association, Inc. 4268 Weslroods Drive West Palm Beach, FL 33407 KY. MADE 01 W/ OR WIG HV. IAWING No 17-10 H 10 k FULL ®•sad ill III � I � � -� �•�. D. ID - I� I I� � I_ I I�Y�Y�S��L'lYr�'lla�a'I�S�Y� �i6.Vl 0 0 0 0 m 1 3 a�ol©'�aOa10 •�� 10•�Sa©. �!a�.�a TYPICAL C7� HV BLADE SHUTTER ELEVATION N.TS. 10 "'9a0 K'J OF CORNER CENTERMATE *.NOTES —ON HV LOCKS AND CENT RMAT S- 1. YµGroRY mNdI10N /fe ONE NY LOCK or ®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR B0,_OW f[2 OF SNUnFR SPAY i0R $PNCi UP TO 106', µ0 FOR INST RON6 t ANY ElEVA1pN. 1N LOC1( VS er Q�` NAY BE UBEp AS µ INSIDE OR OUT90E LOCIf, AYT C TO Ofl CENfERVA16 w/(z) 1/�•e-zO K 1/2' LONG MT NERD S.S. N.S LOCATION OF LOCH SMALL BE AS INDIGTFD-OF SHUTTER ELEVATION. AN cu+TmuARUP ro iV0 HYs AJ 0 OF 1/A-o-20+1/a" SS. THUMBSCREW TO @ OR (WCENTERNAT SHA L BE MADE W/ 1/Ib-20xJ//' AIIIY. "•• RNNUT AS SHOWN ON SECTOR HVE. SHEET B. ONE LOCK SOUL. BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER. SPAN. 6. uANILTDPW mNMRON /. LYKt MFYcfnur ,—•- ONE NV LOCI( 0) or ® Or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN MR ANY SPAN OR 12• ABOVE OR'BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 98•. AND FOR INSTALATOtR AT ANY ELEVATION, HV LOCH m Or 0 Or ® MW BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 a ®SYMNETRICJL CENTERMATES W/(2) 1/1•-20 • 1/2' LONG MT HEAD S.S. N.S. LOCATION OF LOCK SMALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCIONG RODS ® W/ OR ® TOP AND BOTTOM IS COMPLETELY MµCATOBY. IA rl A -Lf - •__ ' • I I. : ONE ALTERNATE NO LOCK © MAYeE USED W Lou OF KY AN IN IDE OR FOR ANYLOC SPIN AND 4YSTAllATI0N6 AT ANY ELEVATION. ILFRNAiE KD LOCIL ®MAY BE Uem AS µ INSIDE ORSE RI5 AS S AITACN III, OF KD LOCK f TO E? III W/ J is . sle" F.K. B.SY.S. AND INCLUDES REWFOACFMFNT INSERT Q� AS SXQNN ON $ECII011$ KpB-KYijµO TiDC-MS, $KEEF 10. LOCK WY BE INSTALEEp AT 1005PIN OR 12• IMXLYDY BELOW OR ABOVE YIp6PAN, IAi OF LOCKWE RODS 0 S mYPLLTELY cPIIONAL L11`-AQ•� .............�I ✓ = uCENSF••..�: 02017 MECO, W. m2017 CISTERN METAL SUPPLY. wG Accordion Shutter System :.: �L�C p A.S.S�A. •' 1 TTWT American Shutter Systems KV. BLADE ql W/'OT W/o KY. WNDOw EIAOE wx ow.m Tm Ln yOt jE F •. '. Ll -1 TESTING 8 ENGINEERING COMPANY AOA aPT.•a w00+s r1om NPr cPrs Association,One. 1 oLD 1s-Des 15-C /2T T aa.l bwNf1-1sw. To. 1 (w)rn-lul t Pal WestBeach. West Palm Reath, FL SJ407 L 33 C- '- S / G\aI1LIL s�NAI a s DRAWING No ON 00 17 9 Vam A TW , P. 17-107 A P.E. SEALiS1GNML1rRE/DATE III' Ur 1 "IET a curer POURED HOME Motion POUND)NEE SCHEWLE W PalRm CONCRETE OR CONCRETE BLOrI{ E� p o SNEm 1]) REWO I CONCRETE /NOIORS I • e E 5] !' SS. J . wHUM ANCHORS (S[E SUEoIRE ON $MEET 1]) / Q 1a '�' pQ l5F! WlM1raq®aH SIQI 7) / /r � ' � 15[[ EUImNE ON j/ ' SHEET 13) n/ 30 Nufi O 1]• O.C. Jj 1• I USING 1/4 -20 NUTS I9 EO D .2WM... 1 J% � 13 w.15 13 GRQ 5 ;j= IL 0! " j l C i I 1 RN NRA L-a./ 21. UROH4 I y' � / / IiOTUA I F IIm a vaT ,o 1 OR ®• i COMING INN. swMUPITON TO c1ASs 1 1 EIOOSIUSO I g,mm•� I MIN. UFAVUION TO 61755 I 1 GV55 SCnEDULE ON SHEm 11) 111 ($EE S&EM" ON SHEET 111 Q� SING I ©HV WALL HEADER INSTALLATION (A) HV WALL HEADER INSTALLATION + KEYSTON - _ e` G..SW IRa SOANv1 LN Ono IOE I I �(� • 1 OR �•' I � UN.. SEPNU gN i0 , 1 �� NN. SERMl1E10N l0 UT 1 mRiWO (SCE SUCWIE U SHUT 11) ) I Dma p ym aNa� I L cuss SCN[d11E ON SHEET 11) WSJ amm•py IFCyE�Ullll nowwo,� fl / ,/' i /' f OPn011AL III . � 1/,' Na.. / L D.• Jt,� _: � � S I 1/!- E EO r / _.•_____/N' ' Jj 12 I/.'o-NO/.• S.E. , YA. CONCRETE NiCNOTIS J J J I 1B E E WEE SCREAS Mc \/ CONCRETE AvaOAS 1/.•e-Nod/.• S.S. R9LPs I /' I• 1/4'-tea WAS O 12' O.C. SEEON l a5 xEno LUCXINE $CREWS POINTED c RCRU ° (SEE scHEw1E 0SHEET 1]) ,� � J' EwNCONCRETE ONE OCH EEf 13) n/ 1/4 -20 NUTS O IN• O.C. CONCR OR M MOURED 1 ANENORS REWIRED OD Hy WALL SILL INSTALLATION m CONCAEEE ((FEET HETHAX OR FO HV WALL SILL INSTALLATION OR CONUETE CLOCK WI REWIRED O HV WALL a NDrE ma mNRnuTnx or .renav=� ILL INSTALLATION SEC SHEET 4 FOR Tri SNUrTER INSTALLATION DETAILS W/ 2- UOuY ° (SD. S EGO[ NONSDISIN01, • GUI ON SHUT U19 mR ��� N- IT WAY sSUM CNI wYeDlEO (SEE SPECTGipNS ON SMER 1]) I'll , GUIDE Qi SNELf 10 0 HV BLADE ' w Ater w•r To sort Nn rmuunw+. II HA FLORIDA BUILDING CODE Ron Rich Velocity Hurricone Zone" 11`' ` :"• �? •OEM •` - ONO» $TECO, W. 02017 rA51ON MU& SURPLY, MG SF'., y 4 ASSA '� LL E C O ]■a. Accordion Shutter System • - ■ ■ ■ ■ KV. B.ADE 01 W/ OR W/O KV. WINDOW BLADE American Shutter systems •�Q' .� TIWT TESTING ! ENGINES COMPANY Y . R Danimox o•rt In: L.c OAIDP; ��{/ ,•` ws xW. Des R o,, ORf, x]cNn Dugni nao.,a,. Association, Inc. 1 d I6-Os3 7 27 1 Mi[: 07/27 17 NA`— i 1^�-- (305)071-IM . rm l ESDs)m1-mn 4268 Weslroaos Driva N 0 N III ma:-OONS?eGl[un West Palm Beach, R 33407 ] DRAWING No m_DDoeTIR 1 7-1 07 ./I//II•••, N41ER A ICOI b. P. . P.E. SEAL/SIGNATURE/DATE 10R°'' "`' N'4181 • 1 SHEEr OWTDCONCAEIE ANCHORS I (SEE ScHMUUE ON SHEET 13) Y. m1gRee, I I OR ®O /• / , ME a ®TV IN 11 0" rI �1 Ew511N0 GUtS� i EIteN w 04i lr�j ARRIWIE r I IIOG CNR la3/ Ir HFx WAVIER HUD 11 - 13 er I6 . I 3/E le.N Tot SCREWS o 12• O.a ` ' i ©• 7 - W Nn CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) / I=or f // //'% /III j NO' SOCOM. -In oamw POPOURED/' i. /. /: /, :// E D• I 9sI �m�® 1 0 �O CONCRETE RFUINCD 0.• , 0.• A MT HEAD CONCIRM ANCHWS (SEE SCHEDULE ON SHEET 14) HV GEIL!NG INSTALLATION Q� HV FLOOR INSTALLATION t HV WALK —OVER INSTALLATI01 / s s . FOR TONCAL SINTER 9 APPM;E PODRm ME HEIR CONCRETE ARCNORs OUP (SCE SCHEmLE ON SHEET 14) @ TRENCH INSTALLATION AUD ONLY FOR UP TO +70• -75 PSP A.S.D. DESIGN PRESSURE RATING h FOR SPANS PER SCHEDULE N. SHEET II ee R; aIMI", I IIIi Nl,NFAD 'L.V.*/ // OFEI i1-� wui46 3 e 1 1 3 xa o tY D.O (SEE SON IMNON y _ 6 .O 3/ /p.3/.• SO.S / -.�_ 11/.• /%/ 1/.•.-Ew/.• a w 4- (SEE uNMAE on rZ -_ _ e c• o. C. Yfl5 I/.'-" No, SHEET 14) 1/2 /` ' YRe : ' ///' O q• OC / / ! or EDGE 17 a IB 1/]' _ 1• /. // 17 IB • 7.00' ION. RNL tt3Cpu APP�(I�E \ c\\ / // / 0 9' O.' YUL E0. Sul `CONCRETE ANOWES SSE[ I'm 13(e) I L\�\\ o B' D.C. POUAED (aurtTC CU. 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