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HomeMy WebLinkAboutSET UP-INSTALLATION19acLtif'o-on luR t, BERTIM N.V. KCORDON 6NTTEt SYSTEM RSM I ON TI♦6 PROWCf EVALWTOx WNYERf (PLED.) WS ZONES. VCRFIED DDR COYPWNCE W AGCOR04NCE W1M HAIR tot) {eu EDRON) Oi' ME FLOWM BUIIDVW COTE M5 ACCAROION SXUIIFA SYSTEM SY11 VIOL BE RNSTALIED AT XON NEl0O1Y MURWCANE 20NL5. DO M WWID LOADS SHALL BE DNOMY D AS PEA SECTION IBM OF ME A ID< MENTIONED CODE. FOR A BASIC ME) SPEED RM AAM BY ME NRISWCRpN MRME S,,, N E WT1 BINSTALLED WTNI A DFECTBHANY FACM K9-O.BS, USING Asa 7-10 AND SIML1. NOT EXCEED THE MACHAIM (DSO.) DUTCH PRESSME RXDNM WcCATEU ON SHEER 11 MRU 15, 19 & 20. W ORDER TO VDON ME ABOVE CONDITION, ULTIMATE DESGN MID LMM DETERMINED PER ASCE 7-10 S QJL BE FIRST REDUCED TO A5.0. OMIGN MID LOADS BY MULTIPLYING THEM BY 0.6 IN OMERTO COMPARE THESE W/ MAX. (A5D) DESON PRESSURE NATWGS INDICAtEO ON SLEETS 11 THRU 15, 19 & 20. IN ORDER M ER ND THAT COMFGHENTS ANO ANCHORS GN TH5 PLED., AS TESTED, WERE NOT OVER STRESSED, A M i INCREASE IN ALOWABLE STRESS FOR M,tM05 WAS = USED IN NOR ANALYSIS HOWEVER. A WINO GURABON FACTOR co-1-0 WAS USED FOR vaarcATION OF FASTENERS IN no. BHVHVS.MCIROION ANnER SYSTEMS AOEGM4Y FOR WINO AND IAR6E MISSILE WAOF LOAD HAS BEFFF ,,FM W ACCORDANCE WON SECTION Ifi09.1.2 OF ME ABODE MENTIONED CODE A5 PER -HV BLADE Q /0214.01-03, /0715.01-D3, /10(X.01-M. /1214.0"S. j=742-O6, j0E09.01-10 AND 10210.01-11 AS PER TAS-201, TAS-M2 AND TAS-M3 PROTOCOLS MN ASHY E-IBB6 AND E-1996 STANDARDS (MISSILE LEVEL D. MND 20NE5 1. 2 & 3) & /122001-10 AS PER TAS M1. 203 & 213 PROTOCOLS LARGE LMSSOE. -HV W IDDIN BLADE O /OS05A1-RIB AS PER ARM E-IRSB AND E-106 (USSILE LEVEL 0. WINO ZONES 1. 2, 3) GASD PROTECTION ONLY AND / 0725.01-66 AS PER os M2 PROTOCOL 2 M' BLADEQ M9 IN WINDOW DIADE ® ARE NRMGGED TO WORK IN MSBN WRN EACH OMER UNDER ME GENERAL IIMRAROYS AND CONDITIONS OF USE INDICATED ON SNEER 19 3. GERMA HV. AccHITION pHs (M• SCREWS). M5M AT BLADES KNUME AND FOR DIRECT MOUNT CONNECTION TO WRACKS SI ML BE 04a75' AND #14.1.75' RESPECBMY, 410-M JUNRMY SERIES STANE55 $HER SCREWS WRH 135.0 W WED SREVGM AND LBO W 1TNSIE STRENGTH, PINS SARI ESE CMim WNH BERTHA NY MCR05Nm0 COATING SYSTEM AS UANUFACiUREO BY APPROVED COATVIO APprAroRs. REtlSRNFD W1M NJEIOCAFI SHITIEA STf[MS ASSOdaTON. PVS MUST BEM ME XV YIRNNC ON MENR HEAD. 4. ALL ALUMINUM EI THSIONS SNAIL BE AWNNYY ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 Me 3. MINIMUM YD"D SM N M MR 6063-TES ALLO! IS 30.0 WI AND 35.7 IW FDIC 6005-75 MLOY. 5. Al SCREWS TO BE STANIESS SRO. J OR 316 AS SERIES OR CORROSION RESISTANT COALED MRSON STEEL AS PER MN WIa W, W IW MIN. YIELD STRENGTH ANG 90 LN YIN. TENSILE SMENQw. An gtW COMPLY W/ FLDDM BUILDING CODE SECTION 2411.3J 4, 6. BCLR TO BE ARM A-M7 GALVMVED REEL. GR ALSI MA OR 316 SERIES STAwIES•' SIFEL WITH JS 1W MINIMUM Y1ED STRENGTH. 7. SEE ME FOLLOWING SHEET; MR ANCHOR SPECITGOONS: HV 12,13.14,15 AND 20 HV EXA10E QQ & 0 110RIDNG IN UNEDN0 12. 13 & 15 S NOS BERMA HV. ACCORDION SHUTTER SYSTEI BEARS A U.S. PATER I6779,582. COMPONENTS OF THIS APMOVA ARE COVERED. IN WHOLE M W PARE BY US. PATERf /5.458,179 ISSUED TO FASTER« META SUPPLY. INC. 9, rt 9141L BE 1NE RESPON58UIY M THE CONTR Tm TO SERIFY THE SWNDNESS OF ME 5Tfi1GRFgE WRRRE SIHUEN 5 tO BE AFNcNEG m INSURE "OPEN ANCHORAGE CONTRACTOR TO SEV./CAILI( ALI. SNUf1Et COID'ONFNf EDGES MHXw RmIAw, 1HRU fIS1EgNC w GONTNUMTS CONTACT WON TIff fitIADNC ro PREVENT W.NG/14 H wrRLMoN. to- EACH UNIT MR BEAR PFRMARET MBE. IN A VISIBLE PLACE IBM %MINING NOTE w0✓QRC PEIe005 or NMAMANE W,,,HS, HaNE OWNER, iLHAM, OR OMERS MMT PROPERLY CLOSE ALL HV AND Np CETERNATES AND FNMGE Ott LOa( AL Try AND NO LUa6. It, SNftER MARUFACFtIMS LABEL SHALL BE LOCATED ON A REAO&Y VISBLE LOCATION AT ACCORDION SHUTTER IN ACCOROWEE PATH SECTION 1MSS.3 OF FIARIM BNLDWD CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY MH SECTION 170I.93 OF ME FLOIOM BURDNC CODE 12 ENN A H.V. ACCORDION S'smaA SYREN'S INSAIATDN SHALL COMPLY M SPECS INDICATED IN THIS DRAINS PLUS ANY GURDING AND ZONING REOUTATIMS FRONDED BY ME NRISGOTKKR INHERE PERMR Is APPLIED TO. 13. (a) THIS PLO, MOMI D BY INS ENGINEER 5 CENTRIC Mo DOES NOT PROVIDE WMfebalON FOR A SITE SP FIC PROECT: Ie, WHERE ME SITE CONDTOHS DEVMTE FROM ME P.EO. (D) COMIRM TOR TO BE RESPONSE"' FOR ME RLECNON, N"C'MSE MD `KRM`L ICON INoMet"a LIFE sAETY a THIS pOOUCT. MSCO Of' THIS PLO.PRONDOD HE/sHE DOES NOT DL W FROM THE COMMONS DETAILED BN THIS DOCUMET, CONSTRUCTION SAFETY AT WE D ME CONIRM.TOR•S RE NUMBUm. (e) M5 MD. WILL BE CONS10.AE0 INAD M µ,'RED BY ANY MLV6. e) SITE SPECIFIC PROJECTS STWL BE PREPARED BY A FLORIDA REGISTERED, MOTHER Oq IAtiMEtf W1BCH WILL BECAME THE FNGINEIIR OF RECORD (LOA) Rfl1EW, FOR THE PROJECT A40 WINO WLL EE &E FOR THE PROPER USE OF ME PTO. ENGL•JFEN OF RECORD. ACTING AS A DELEGATED EHCIH ER TO ME P.M ENONEVR SIYLL SUBMIT TO THIS LATTER ME SITE VOSTC DMWVDS FOR (e) DDDNA PET. SNYL BEAR THE DATE AND ONCOW SEAL AND SGNAMRE OF THE PROFESSIONAL FHQNEER M RECORD THAT PREPARED R. TABLE OF CONIENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 slim 3 TYPICAL SM"M ASSEMBLY 38-44 SHER 4 TYPaC WINDOW LADE & MNTIN DUAL AREA 2: HV RLADE (D AND HV WINDOW R ADF M (WHERE APP If`2RI Fl TYPICAL SMUmR ELEVATION & NOTES ON IDCKS SLEET 5 INSTALLATION DETAILS A-F. CONCRE E/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CF2TERINIE DEEMS HV SHEET 9 CErtERMTE ALTERNATING DETAILS NV SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/OLOCK SHEET 10 MAXIMUM SPMI TABLES SHEET ii ANCHOR SCRIM "E- CONCRETE & BLOCK SHEET 12 "OHM SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLGCK SKEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R. WOOD STREET 16 INSTALLATION DETAILS 5-X. Waca SHEET 17 00 CONNECTION DETAILS 7-12 & X. WOOD SHEET IB ASEA 3, HV WINDOW RTADE & ONIY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HR WINDOW RI Anc n ON V INSALATION DETAILS. METAL STUD WALLS SHEER M THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA 11 , \ `......-Y/' S CMA 1RIFW. INC. ®2017 EASTERN METAL SUPPLY, INC. CENSE:•,,`�9 Nk ER Tu IL EC O (Nc. A.S.S.A. Accordion Shutter System SCANNED v%JJ/� / 1 ; American Shutter Systems RV BLADE �T W�CR Oro Hv WINDOW g/iE bFTA V ♦ TIWT TESTING & ENGINEERING COMPANYo[zenlvTCN DArt Iwrm 9n Le BY i to p 6 M «.W. M. n M.. m HRmm MmT. lP W AI Association, Inc. G D 15-as5 wre D7/L- A(. •.,• ••• •••••_ L Pxm. [ (3py)9>1-1sx . Fu : (M)MI-I551 4268 Watroods DFiv6 2 St. Lucie County ;fs c?,,R ®'. West Palm Beach, FL 33907 3 DRAWING No s/ONA4 E "I v- M A nwr n. P.E. T 7-� 07 P.F •hi'At•{cRR4naKlior /nATF no.9dA IJ0. 7 A4167 Ot NV SO ID GLAD COVERED UNDER US PATENT # 5458T79 OF USE OF BLADE.SR ON SHEET 19 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV ° mo 1.EE6• ' R 17 BY CEILING HEADR FIED FOR USE W/ 1W BLADE In ONLY, SEE SECTIONS FOR VAUDITV- 6063-TS ALLOY AND TEMPER WI YyN YMNI 1' t' 993 (T� SIDE ANGLE S `GTJAUFTED-FOR-U!SE W/ HV ew 8 OHV UNIVER A Ft OAT R QUALIFIED FOR USE W/ NV SLAOE( 6005-TS ALLOY AND TEMPER HV HEADER/S� QUALIFIED FOR USE W/ NV BIADEP)ONLY 6063-T6 ALLO4 AND TEMPEXN'— U�7=cc� ALUMINUM ANGLES OUAUFIED FOB$ USE W/ HV BLADE I ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 BOHV WALK —OVER TRACK OUAUFlEO BFOR E W/ NV LADE 1 \ 6063-T6 ALLOYp TEM%:IY 13 HD 12EILJNG HEADERISIll QUALIFIED FOR USE W/ MY BLADE lO SEE SECTIONS FOR VAUDITY. 6o63-T6 ALLOY AND TEMPER CG4PONENT A B TI T3 bAR�0.19]•�0.191" 19 2.V )" 1. 0.190' 0.190" 1' S' WA%. 0139" 0.131' M17 T4TEOD. Na, IL�E O T} ' TILUT TESTING & ENGINEERING COMPANY W]5 N9. XR N. Sb. SGI, NFCa.L hW�n,1-10� 5) T P60M : (dOejBT1-15]0 . rm : (5p51fi)1-1511 ftR UcF OS HV 9D•/18(r STARTER OUAUFIED FOR USE W/ HV'BLADE i 6063-T6 ALLOY AND TEMPER / (9)HV TRENCH TRACK QUALIFIED FOR USE . HV BLADE pI ONLY. 6063-76 ALLOY AND TEMPER Y 10 3" ]' j0.M030F CORNER POD DALIFIEO FOR USE W/ HV BLADE D 6063-T6 ALLOY AND TEMPER A.S.S.A. Amerlean Shutter Systems Assoclatlon, Inc. 4268 Westroccls Drive West Palm Beach. FL 33407 10 HV RAINGUARD QUALIFIED FOR U((1��1))E W/ HV 6063-T6 LLD�EARD TEMPER METAL SUPPLY, N,. Accordion Shutter HV. BLADE #1 W/ OR W/O KY. WW NO �0 Pun " MAY I AWN HV MALE " " LOCKER FOR "T" LOCK CENTERMATc OUAIIflEO FOR USE LY/ HV BUOE t ONLY UAUFIED FOR USE W/ W BLADE t�, ONLY 6a63-i8 AUOY AND TEMPER 6063-T6 ALLOY AND TEMPER 1.91 I al 063' U UA FOR W W/ LADE � (117G $QB QUALI063 TOR USE ANDTOALLOY TEMPER ® LOCKING RODA QUALIFIED FOR USE W/ NV BLADEQ 6063-T6 ALLOY AND TEMPER 6063-TG " hJTsP ,6) NV 3/8"0-16 A( Si61 { 7 R QUALIFIED FOR USE . BLADE 8063-i6 ALLOY AND TEMPER J LI/4•0 0-20 AI 1304 _RI &S, THUMB¢f REVS QUALIFIED FOR USE Y// NV BLADE 1Q NVEGRS OK QUALIFIEO FOR USE W/ NV BLADE 1Qe aONLY. ate' - 60' AFTER RMEIWI'-'"'t- BEFORE RNTnNG 1/470-20 RIVNIm ; D. AS Ill F IN14E RANG[ tNq V. A9 NwurE, 07rM m •YUL V. MM JOiSA OfaN CH [OUri. FOR USE W/ tN )E 0 ONLY. 08)3' WK t23' Mm. *- @ HD LOCK BYRECENT NAR MOATS SERIES 23M NOON BOLT LIX, QUALIFIED FOR USE W/ NY BLADE lO& OA iA / 2(305w,-Iwo. E C O EdO. TESTING & ENGINEERING COMPANY xwaC,A930CI0}Ion. Tm : To)¢a-sm �y " mYO, A. Taut ". " RaRC& uc / "In ArTteflCOp ShuNer Systemsrt Ino. 4268Ylestroods DRveA West Po)m Beach, FL. 33407 SUPPLY, MGASSA'"L MSUpp,RCDM17 tter SystemLV. WINDO! MADETILUT Crux, oc Lcw»,.x,wws4M.Jos l t wrz: o) 27 1) /1®l GI1 P F FA ALA mNSne]c D A t-_ t 0% SHUTTER ASSEMBLY SCHEDULE FOR HV ku HV IA _t HV BLADE t HV BLADE to HV LONG RECESSED NYLON BUSHING ITV SHORT RECESSED NYLON BUSHING © HV NYLON HAT WASHER © HV WHEEL CARRIAGE AS[ 302-303 SERIES 0.870'z3/16' THICK NYLON WHEEL, 0.188"0 AISI 3D2 SERIES S.S. RRVS 44`f HV 1 3/4" ACCORDION PIN W/ #8 HEAD. HV 2 3/4' ACCORDION PIN W/ Q8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i112R BLADE KNUCKLE FOR y d (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR W amR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV OR 1D HV @ BLADE. SHUTTER ASSEMBLY TIPAL (2) HV PIN 0 MAY BE USED IN LIEU OF E) AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tD BLADE WHEN CORRESPONDING 'Il', 9asyA• 1 TO INSTALLATION SHEET 7. 048✓ (3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER P. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. -HEET 'e ASSEMBLY LAYOUT rc.l. a2017 x7m. M. 'i nc. TILUT TESTING A ENGINEERING COMPANY ays n». xln a. sa. xs; rOcw+iu.tlwz Isom,) tron<: twsla)1-Law . rm, : taas7e)1-tv1 [8-CO6fl)19 110 A IRUT Jr. ttaR0.M tic /Nt61h) RIOR otn BUbE ,a525' S1F�, .. .eBiS . 54g• NOTE "F" ON L POLYCARBONATE SOURCES FOR nix exantncs ""tz� .tea s+uewm emsN: KN tlM YLU O,pd Dt •• srx�x � Nv e,wtl nu eam Rl1WN SAPLIN M NYf tliW le.•Ae e"A 1).W l s.a �wx uaruus mlL9 •sn m» anaoo w. >'sm9 wt mna® Ixw zmr wv Ie rtrM 1) rt.yw ♦sry oa.9 a.9 z ee.a z uu wn 5r 50 Rat .uiN aav o-. ows. a-1 a a vv 0""e" zan plea loro r em s:effi.�R ASTM cIv rasa sazroeu At+u ewe e.a ae.o a.a IOdILfl0.'$SMT0.G, v ssRUTE4.L gNM R3! 6fbl Pal l0.tl NA. A.S.S.A. American ShuRer Syslems Association, Inc. 4268 Weslroods Drive West Palm Beach. FL 33407 HV. NINE 01 W/ OR W/O HV. No 107 V V P � Jrt i�rrror�altlrt�I�a�Ourrr��It r�V��r1 I III �0 o• 0• 1 0+ 0 ©o• 0 0• o� o• o+ cr ©+ I m� 10 • �8 P+©. �3b+�.�a �„+mow« 1�•✓�8n®•0,« TYPICAL HV BLADE SHUTTER ELEVATION N.T.S. I....p.........yy�,( JJJ 2. LOCKS %5 , q OR @ BHAI.L IOCA bN 17 } / 82 is USED BE USED IF t MAY ALSO BE 4. OF CORNER CEWTERMATE uncm wcrc-gy a -SHALL BE USED AT i/2 OF SNUifFR SPAN FOF ANT SPAN 2 OF SNORER SPAY FOR TD f05', AND f0R INSf 170N5 T N7Y MAYBE USED,AS AN MSIOE SrOR pUTFi®E LOCK, ARACHEO TO OR K 1/2• LONG FLAT HEAD SS. III LOCATION qF LOCK BHAL. BE A5 INOIGiFJA-pfl DER FOR SECURITY PURPOSES, UP TO 1W0 NV USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO r.EN1ERMk1Es AS INDKATED ON TYPICAL SHUTTER ELEVATION. 12. 6. MumAmRI, [ONDITON 03 FM! KEYSTONE ONE W LOCK ® or 6 or ® SHALL BE USED AT 1/2 OF SWITCH SPAN FOR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO W. AND FOR INSTALLATIONS AT ANY ELEVATON, W LOCK 6 -, er ® MAY BE USED AS AR INSIDE OR OUTSIDE LOCK, ATTACHED TO 4l m @ SYMMETRICAL CENTERWiES W1 (2) 1/4'-20 2 1/2• LONG FLAT HEAD S.S. MS: LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ OR ATOP AND BOTTOM IS COMPLETELY MANWTORY, o i• DNE W.TERNATE NO LOCK( WYBE USED W UW OF W LOCKS 43 OR 4 FOR ANY SPAN AND INSTAU 111 AT ANY ELLVATON,. ALTERNATE HD LOOK MAY Be USED AS AN INSIDE OR OUTSI LOCK. ATTACHMENT OF NO LOCK �J TO ®S W/ ] )B [ 3/0' F,K S.SM.S, ANp INCLUDES REINFORCEMEM IR6 AS SHM ON SECTIONS HDB-M/B AND HOC-1NGD, S�N2I,EET TO LOCH MAY BE INSTALLED AT MIOBPAN OR 12' MpIpMUM BELOW OR ABOVE WIDSPAN. USE OF LOCKING RODS @ 5 co,RM,,LY C"0NAL ENSF\ - ell? CC6. pG ®2017 Ef51ERN METAL SUPPLY. INO IL E C O tn.. A.S.S■A■ BERT TM H Accordion Shutter System TILLIT TESTING American Shuster stems Syr kV' BADE tit W/ OR WHO HV. WiNIXAY RODE «�6„ pArzLe 90'•:ssA` k ENGINEERING COMPANY uv r... scm. a s,. 20l, HRH cMroHn naavt Asscciosfpnr Inc. 1 oLo 15-065 /2T 1 wrt: w z)/n Awne � imsw.-1530 . Fa : (ms}m1-1v1 °!"LT 4268 Westroods Drive West Palm 6eoch, FL. 33407 sf/pNAt �.1i11` • [y"rd 2 s DRAWING No Pk" A Twt A. P,E 07 L P.E. SFhL759GIS�ii1•URElDATE natN.A IV, f •4167 s CONKED Rm: INCNORS POURED (SEE scIiEDIRE ON POURED CONCRETE OR C CRETE BLOCK Y ACQUICONCRETE RED SHEET 13) NEOUNDED 'P-3M]J4' SS CONCRETE ANCHORS CONCRETE ANCHORS (SEE WHEDU{E ON SHEEt 13) L"J 16 �FYSiwE iFFF wuNrero®W EN¢i >) NAJRNE SCAM ,� (SEE SCHEDULE ON {; ( • J NNUUTSJ0 12o O.L. I Kalb k!w IJ+'0-ROx]J+•S.S 1• Ns. MINEtp'-20 SL 2041. U51NC NUTS rx' Oa. J -- 1RT" EO 1B EO ,IIY� E. O+ �� 1 / 350' Nar. _. C 73 Is,�$ IEa Not. r I E.-B '!` : I .zm' �OPDONL 1 Sy ,auAWl RaUsw ` � i F t�i rim Eaa mue 1 1 OR f ERSnNO g mQ9 C<A55--� � I ' 1 INS. n TSPOT 1 1 Elo5xN0•_�--GUISEIs EDiIIE ON PWOON IDEOASS ET, I OE155 ) 1 SCHEW ONON 11) _ NSikIG 1'—(SEE DIASS-i i � C I ©HV WALL HEADER INSTA IATION 8(� BY —WALL HEADER IN TA 1 ATION + KEYSTONE ERmNc 1 IN r I1 1 QR � j UW. SEPAGnON TO GNtS 1 NW. SEPARATgN TO GUS$ CST 0 (SEE ]CHEWtE ON 511EET II) 1 `QN.e06 IIRRNN(mA`D 1 (SEE SC11EWa ON SHEET II) a s¢r n me 1[R@Wp'I) EmmNG - oonaNn ; 1/4' No.. �- � , t4 E.D.- . I' I ' •3 19 r JX oA ib i . r Ea»( 12 DR14 ° ' -` // ED EO PNN31F5 TPUSS HF/0 r f CONCRETE ANCHOR] ' T7 18 i, `ACW NSCTSWS 12, O.G. -1 f CONCRETE xlC o 5 E SUETY. �-W11 � ( (SEE SCHEDULE. ON SHEET 13) Ix �� POURED CONCRETE Alan. _ *-2 RUNS POURED CONCRETE SHEET 1]EOUIE ON W/ 1/4"-30 RUNS O 12' O.C. CONCRETE BLOCK w REOuw¢B Y Rs '(SEE OR CONCPflE BLACIt REWIRED O HV WALL SILL SCTE IKE INSTALLATION (SEE sCHEWIE DN OR CONCREM 8 K sNEET p HVWA) I SILL INCTAI I ATIr1dr W> REWIRED ATION HV WALL SILT INSTALLATION - - - -- Kart FOR ttr emAnw� OF s.ennr--;. 1- SEE SHEET 4 FOR YFFM SNU M • INSTALLATION. DETAILS W / 2- HOLY 2- NY WAY T SUIT Ns CAN 8E COMBINED W ANY COAT 1T3 SUIT Axt' IxSTN1AnOM1L. E. B.. EDGE d1TANCN (SEE S•ECRiGT10N5 ON SHEET 13) 7 AA4 . BEE NI. ATgNS Dr USE TOTE SME ON SHEET 19 Q HV BLADE 11 A Tl ''a. \111 FLORIDA BUILDING CODE (Non High VelocityHurricane Zane V `;� DENSE••, '+p% 02017 F07M, INC. 02017 EASTERN NET, sUPR.Y, WC. AAA1T1 i CO A,SS.A Accordion Shutter System ? A ••''••.., TIWT TESTING A ENGINEERING COMPANY American Shutter Systems Hv. BtOE @T w/ OR w/o Hv varmn RACE �O �;` NeMnNn "IS .t Inc. 1 A15-095 oNE 7JB, lH . - . :� S'/ONAt ZL Ptgne :.(]5s)a>1-15w._ ro, ; (:O5)$7tr1>b 4268 Westmads Drive West 2 DRAWING G9}4s 17s804On• R: ,dlweeeoaaum EB-PGe82t0 Palm Beach, FL 33407 ] NO - ...N••••• AFll[R A ittlA v. P.E 4 1 7-107 Or CCAI fOlcuxivor lnrtr RO M Uc IT .067 PRERED MUM ANCHORS C UCTETE (EEE WHMAJE ON ;SHEET' 13) No.s t OR go ( EOU PIRED xmuE E%ISnNG I • AmpJ9 1 a rr Rr • I-fE%6TMO ! 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