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HomeMy WebLinkAboutProduct Approval r1�r1(lYI 1sulxlir1g itoae umme Page 1 of 2' RECEI\'-D MAY 17 2D16 ' IN i WIN o a 1 d• r d is k� �� �9- Ep-mis: 0"4 ^i403etit SOS Home Log In i User Registration Hot Topics Submit Surcharge 1 Suis&Facts : PubGroVons ! FBG stair &.'S site Hap Uni- : Search Busin s Prifessil al , ' Product Approval USER:PubQc User Regulation pre uct A=o val Menu>Product or AoclicaGbn Sear&>i+a2 cation iW,>Application Detail FL# FL389-RS Application Type i Code Version 2014 Application Status Approved I I Comments Archived !_.€ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bili Feeley . lrodriguez@eastemme'Lal.com Technical Representative Address/Phone/Email I j Quality Assurance Representative Address/Phone/Email I Category Shutters �. Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer rf Evaluation Report-Hardcopy Received I Florida Engineer or Architect Name who developed Waiter A..Till it,Jr.P.E, 1 the Evaluation.Report j Florida License PE-44167 j Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 I Validated By John W.Knezevich,PE R, Validation Checklist-Hardcopy Received i Certificate of Independence FL389 PS C01, HV ACCORDION CI hONHVnZ.odf I i Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By i i Sections from the Code i I i i I https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGE-VXQWtDgvYYHH2vJvx53Mws... 5/2/2016 rtultod ptalu111g Lvue.untille cage l of z i Product Approval Method Method 1 Option D I Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 bate Approved 06/22/2015 I Summar.v of Products FL# 1 Model,Number or Name Description — 389.1 1 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks I BBla6de 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection i Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 RS II A.S,S,A.INC. DRV43.15-086.0f , Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes ? Design Pressure:N/A I Evaluation Reports I Other:Large Missile Level"D".Max span is 12'-7"for 35 psf I FI-389 R8 AE A_S.S.A.INC. j!.c.R. DR4VC?5�86.D-f positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in i unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max,ASD 1 pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 Cher spans and ASD pressures. 389:2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks I Only-(Non-HVHZ)-Drwg 15-085 1(top and bottom)for storm protection Limits of Use Installation Instructions Approved far use I No FL389 R8 II A.S.S.A,INC. DRY/G.15-065.pdf Approved for use o de VHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Re...taritifYes I Created by independent Third Party:Yes Design Pressu :N/A Evaluation Reports i Other:Large m el"D".Max.Span is 16'-0"for 30 fla89 R8 AE A.S.S.A.INC, P.E_R. DRWG. 1S-085 HV.g�f p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVi blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +7S,-75 p.s.f.for metals stud mountings and 8'-0"for 110 and for HVIspe and y of I working in unison.See sheets a 11 s and 20 respectively of Installatipn drawings for other spans iii_llllll( and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection I 084 Limits of Use Installation Instructions Approved for use in HVHZ:No H-389 R8 it A,S.S.A INC. DRWG.15-0$}_p f E Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes I Design-Pressure:N/A 1 Evaluation Reports i Other:Large missile.Max.16'-0"span at 30 p.s.f ASD load FL"89 RS AE A.S S.A.INC. P.E.R. DRtIY5.34 Og4.odf for Blade 1 and 18'-0"for Blade Z.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back etext Contact Us;:1940 North Monroe Street.Tallahume R.32399 Phone:850-687-1824 The State of Florida Is an AA/EEO emoloyer.coovr'vght2007-2013 State of FlorWit :;Privaw Statemen[;:Am+c_c bipty StateM i Under Florida law,emall addresses are public records It you do not warit your e-mail address released in response to a public-records request,do not send electronic mail to this entfy.Instead,con ztt the office by phone or by traditionai mail.If you have any questions,cease contact 850487.1395,'pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S,must prw4:de the Department with an er iall address if ,i they have one.The email:;provided maybe used1or cfrrcal communication with the ficersee.However email addresses are puW..ic record:If you do no,wish to supply a personal address;please provide the Departimt with an email address which car,.be made available to the public.Te determine if you area iicer:see under Chapter 455,F.S.,please dick tmL. Product Approval Accepts: SWcttl'i vstkT.iUes, i https://flondabuilding-org/pr/pr_app_dtl.aspx?param=WGEVXQNVtDgvYYHH2vJvx53M,,vs... 5/2/2016 GENERAL NOTES: 1.BERTHA ILV.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E,D.)HAS F101 VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(Sth EDITION)OF THE FLORIDA BUIII2W CODE'THS ACCORDION SHUTTER SYSTEM SHML PLOT B6 INS7AIM AT HIGH VELOCITY HURRICANE ZONA TABLE f- f'Y t�1-f• f�'TC� DESIGN WIND LOADS SHALL BE:UEJEWINED AS PER SECTION 1620 OF THE ABDVE ME)NT(CNW CODE,FOR A BASIC HIND SPEED REQUIRM BY THE JURISDICTION VAiENE SHUTTER WILL I ABLE O1- CONTENTS I J BE INSTMiM WITH A DIRECTIONAL"FACTOR 0--0.05,USING ASCE 7-10 AND SHALL NOT EXCEED THE LWILIUM(A,S,D.)DE ON PRL%URE RATINGS IPSNCAIEU ON SHEETS 11 THRU 15,19&20. IN ORDER 70 VERIFY THE ABOVE CONDITION,ULAUATE DESIGN WIND LOADS DEIIRUNEU PR ASCE 7-10 SHALL BE FIRST REDUCED TO AS,O,DESIGN WINO LOADS AREA•1: HV SLA-DEL(Lik to OY W2TMINO THEM BY 0.6 IN OADERTO COMPARE THESE W/MAX. (A.&O)DESIGN PREISURE RATINGS WOMATED ON SHEE75 11 THRU 13, 1)&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P,E.D.,AS TESTED,WERE NOT CVFR STRESSED.A 33 X INCREASE IN ALLOWABLE 1MESS FOR WIND LOADS WAS M USED IN THEIR SYSTEM COMPONENTS 1-20 SHEE7 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD-1.80 VIAS UMU FOR VERIFICAMON CC M-fENER3 IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 FICIUM N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MUSSILE IMPACT LOAD HAS BF.PTI WRIMED IN ACCORDANCE WITH SECTION 1509.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER MSSEL831:Y 38-44 SHEET 4 ATL REPORTS ' TYPICAL WINDOW MADE&WHNIWw DETAIL -FN BIACF_0 00214,01-03,00715.01-03,01004,01-05,01214.01-03,00317,02-•06,{0009.01-10 AND 00210.01-11 AS PER 1AS-2W.TAS-202 AND TAS-203 FFKUC -S AND ASTM 5-1888 F(17 AND HCR WINDOW BLADE (`iA AND E-1096 STANDARDS(MISSILE LLIAL D,WIND ZONES 1,2&3)&01220.01-10 AS PER TAS 201,.203&203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE ®0D5(36,01-08 AS PER ASTM E-1886 AND E-1996(MLVSILE LEVET.0,WINO TONES 1,2.3)(ASIC PROTECTION ONLY AND 0 0720.01-08 AS PER TAS 202 PROTOCOL, TYPICAL SHUTTER Q",AOON &NM ON LOCKS vim 5 INSTALLATION OFFALS A•-E.CONCRETE/BLOCK SHEET 6 2.IN MAX(, AND HV WINDOW DIADE (9 AM.E.NGINEERM TO WORK IN UNISON 1WTN EACH OTHER UNDER THE GENERAL.LIMITATIONS AND rOMOMONS OF USE INDM=ON SHEET 19 INSTALLATION DET'aLS C-M,CONCRETE/DLOCK SHEET 7 3,BERTHA H.V.ACCORD;ON PINS(HN SCREWS),USED AT BLAOEL,KNUCKLE ARD FUR DIRECT MOUNT C 14VOTION TO TRA2 CK,SHALL BE 014 .75-AND 014.1.75'RESPECT ELY, 410-HT WNNUt/SERIES CENTERMATE DETAILS ; SHEET 6 STAINLESS SIM SCREWS WITH 133.0 kal YIELD STRENGTH AND HBO ksi TENSILE STRENGTH.PINS SHAD,BE COATER)WRIT BERTHA FW 11MAOSIR£LD COATING SYSTEM AS MANUFACT'URM BY N'PRW.0 CENTETOAATE ALTERNATINWG DETAILS W SHEET 9 COATNG APPLICATORS,REGISTERED WITH AMERICA!SHUTrM SYSTEMS ASSOCIATION,PINS MUST BEAR THE HV MARTO NO ON THEIR READ. END CONNECTION DETAILS 1-6,CONCRETE/6LOCK SHEET 10 4.ALL ALUMINUM LMRUSIONS SHALT.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ONSHEETS 2 AND S.MINIMUM YIELD STRENGTH FOR 5083-T8 ALLOY IS 30.0 kfJ AND 3&7 W FOR MAXIMUM SPAN TABLES SHEET 11 8005-•T5 ALLOY. ANCHOR SCHEDULE-CONCRLIE&BLOCK SHOT 12 5.ALL SC!&w5 TO BE STAINLESS sma-304 OR mG ANSI SBRIES OR CORROSION RESISTANT COATED CJUam STEEL AS PER DIN 50018 WITH 50 k1d MIN.YIELD STRENGTH AND 90 k.T MRN,TENSILE STRENGTH- ANCHOR SCHEDULE"CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SCCTWN 2411.3.3.4, ANCHOR SCHEDULE- CONCRETE&BLOCK SHEFT 14 S.UDL75 TO BE ASTM A-=GALIIANI2E0 STEEL,OR ASI 304 OR 316 SERIES STAWLMS STEEL WITH 35 kel MINWUN YIELD STRENGTH. ANCHOR SCHEDULE-WOOD 514M 15 7.SFR THE-FOIILYJING SHEETS FOR ANCHOR SPOCIFICATON&HV BLADE(1): 12,13,14.15 AND 20 INSTALLATKIN DETAILS M-R,WOOD SHELT 15 ITV SILADE 0)P4 Q WORKING IN UNISON: 12,13&16 INSTALLATION DETAILS-S-X,WOOD SHEF,1' 17 -B.THIS BERTHA H.%ACCORDION raitlffFR SYSTEM BEARS A US,PATENT QD'779,'ae2.P2MYONEtOS OF THIS APPROVAL ARL IXNERED,N WHOLE OR W vA1rf ltt U.S.PATENT 05'058,179.IS•VEO TO FA$1EPN END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 METAL SUPPLY,TING AREA 3• HV WINDOW BLADE ONLY 8.R SHALL BE TFIE RESPONSIBILITY OF THE CONLRAGTOR TO VERIFY THE SOUNONFSS OF THE STRUMURF.WHERE SHUTTER 1S TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO S£M,/CALI K ALL SHIMER CGMPOWNT EDGES WHICH REIM.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAW WMIStm, I TYPICAL SHUTMR LUVATION SR$ET 10 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOW:DURING PERIODS OF NURMM4E WARNINGS HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL HJ AND NO EOAATES CENTAND ENGAGE OR LOCK ALL:HV AND NO LOLLS. ARM 4: HV WINDOW BLADE 0 ONLY 11.SHUTTER MANUFACTUREFES LABEL SHALL OF LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.0.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE NSWLATNON AM METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING!,LABELING TO CGMPLY TW01 SEL'11011 1.7109.2 OF THE FLORIDA BUILDING DUDE 12.BERTHA H.V.ACCORDION SHUTTER SVSTEW'S INSTALLATION SHALL COMPLY WITH SPVCS INDICATED IN TIS DRAWING PLUS ANY BUILDING AND ZONING REGIAMONS PROVIDED BY THE JUPoSORCTON WHERE PEF TIS APPLIED TO. •13.(a)THIS A.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROMIX INFORMATION FDR A SITE SIUM PROJECT;i.%WHERE THE SITE COMMONS DEVIATE FROM THE.MO. (b)CONTRACTOR M BE.RESPONSIBLE TOR THE SIELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SOW OF THIS PRODUCT.BASED ON THIS P.E.D.PRIMED HE/SHE EWES NOT DOME FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDTRONS DETAILED ON THIS DOCOWENf.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S PX-SPONS1BILITY. OBTAIN HERMITS IN '!}iE STATE OF FLORIQA (0)THIS P-F-D.WILL BE CONSIDERED BITAR)IF ALTERED BY ANY MEANS. SITE SPECIFIC PRANECTS SHALL BE PREPARED BY A MORM REGISTERED Ei GINEER OR ARpWECT WN01 WILL BECOME THE ENMEFR OF OECORD(EO.R:)PDR THE PROJECT AND WHO N74 BE REVIERESPONSISIX FOR THE PROPER LLS£'OF THE P.E.D.ENGINEER OF RECOM,ACTING AS A DaMTED ENGINEER TO THE P.E.D.1040NM SH4LL.SUWff TR O THIS IAn THE SITE SPECIFIC OR4INKCS PDR (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND OR104AL SEAL AND VONATURE OF THE WmFESSWNM.ENGINEER OF RECORD THAT PREPARED-n. RM WWI CME on High Velocity hurricane Zone •11 AY���/�A�l' W 2018EASTE4tN MEDAL.SUPPLY.INC. ,�■��, '■S■�,� Accordion Shutter System y _ Ky.RADE.#1 W/tY;W/0 HV W)NDCMR BLADE Amedcan Shutter Systems oracwrpoN naTc aY: M.L. A m TTILIT TESTING✓t ENGINEERING COMPANY SOF ,. AssOcfafton. .in 1 OLD I1-182 4'.13 S taATe 4113 T8 . ---- ---_ -------------- -------- --------..----- ---------- m Lilly NTL-36Wi NU..5+a am_.1trlcna jTREfM yi----- --- -- ------ �. •. :� pna,o:Gw31ai1-15w.Fc;:(305)871-7831 4288'Wostroada-Drive------ -2-— - _. DRAWING -- y'�dj�•.._,,.•• �\1``�� r Ee`ao67a9Lmm West Palm Beach. FL 33407 a 15-085 2AiAYY NAL�N \\\\k WAUQN A.MLT,k.PE. 4 . AIP L\\ FLCII(K Lk.044167 S 5HEEf P.E. SEA(J �} �TURE/DANE s. " 20 'a iDR Nu q 9WK( VARIES 6 U o �� '`� Mnc _�E• ��T _ Ste J/' o �/11S tU° TARTER i HV SOLiD BLADE �01- 8 .HV�l UNIVERSAL FLOATER o COVERED UNDER US PA x458179 QUALIFIED FOR USE VI t QUALIFIED OR USE W/ /HV BLADE�) 4 I Hv BLADE T 1 D 6005-T6 ALLOY AND TEMPER •-�QUALIREU FOR UNV - U TEMPER 45EE UMMATIONS OF USE OF BLADE(9 ON SHEET 19 BLADE AlAb J7 6063-16 ALLOY TEMPER 6063.46 ALLOY AND TEMPER ._-_..__.._D_,22G�............ -LS '__� •011 _- 'i a nI ..-.._ 70 .... .094. w _.._ 842 I_._... — ----- (,7�HV ADJ. ADAPTER W/LIP I 4.435' -- .12r' - Vis' —�rx __ �9za: }jV yY�_OVER TRACK 920 1_. ^g•� QUAl.IF1E0 FOR USE'W/ HV C� BLADE t) QUALIFlF-0 FOR USE W I4V 9 HV ?TENCH TRACK H�/ ADI. F�Of1�2 TRACK T:MPER / _... OUAIJFIED FOR USE W/ HV BLAOE;1� QUALIFIED FOR USE. FN V BLADE t G063--T6 ALLOY Argo TEMPER DIADS i ONLY. t }1 RAINGUARD 976 0063-16 ALLOY AND TEMPER QUALIFIED FLLOApOR U E W/HV o TEMPER - v `s 1015' '1'-•' 6063-T6 ALLOYS TEMPER • 1.01.7' - •x' ml• _.- 55�� V 1.93E a"5• _ ,063• oa3' $ " .063• o. ..x11$.Y. 75 A03' 6a u .- — • .100' _ i_ .i26• ". .. RM __'C- ._...::O: IR _. ���y .._... �-- n 67p�• V• .,... .093' _' 6 BYO. T. .:11•• ... Al 1 yV GEIt.ING IN HEADER/SILL iAP $ ©L� CEILING HEADER/SILL Q LIFlED FOR USE W/ F1V 9LADF-{7)ONLY, QUALIFIED FOR USE W/ HV BIAll ONLY H SCE SECTIQNS FOR VALID 6063-T6 ALLOY AND QUALIFIED FOR USE W/NY BLADE I 14 HD WAM EADER/SILL 6063-TB ALLOY AND TEMPF.i2'. SEE SECTIONS FOR VAUDRY, Qt1AUFlEU FUFj USE W/W 6063-16 ALLOY AND TEMPER SLADE(V ONLY. 6063-1`6 ALLOY AND TEMPER CUPONEW .A a TI T2 ffm X Y MN t 1• -0 2' 5'MLX. tA8• 1/8•-^ to 2' 9'MAX. 0.192" 0.182' 1 SIRE ANGLES —�•— •--- —— -- ---- — -- — QUALIFIED FOR USE WJ HV ALUMINUM AUG_ LES @ 2.5" T'MAX 0.19x• a19o• BLADE' OUAUFIED FO USE W/ HV _ �ALIFTET)SLADE T W/ HV 6063»T6.AL10Y AND TEMPER BLADE ONLY. 6083-TB ALL Y AND TEMPER 2' 6'— 0.139" 0.131` 6063-16 ALLAY AND TEMPER FLORIDA BUILDING CODE Hon Nlyh V61ocity 11urrfCono Zone 0 2015.F1STt]tN METH.SUPPLBERTHA Y /� �Qi Q Accordion Shutter System. ttvc. Ari V wSmAtr Kd FADE f w/ext w/o xv v�rno�r aAOE AmOIIC4n Shutter System9 DATE ORAtiv Or. ui yti? ��i ter" TAUT TESTING a ENGINEERING COMPANY M"Clafil STATE OF yr am kw.Mti.64 St.705,WRIMU tUMM n*M WINOna Inc t OLD 11-192.. . f/13/13 �. b 13 15: oT(305)671=1530--rar -- P--- ----DRAWING-No --------- 4268 as a 9 OTIVB O� ••fG0R1U;•��� o_moo-IRGreoou,i,o4n West Palm Beach, FIL 33407 ua ED-o9otn19 1>5=-085 W LTER A.nLUT b,P.E. E h,, S%•jyJ{L�p� �'towu U..p 41197 a SMEET P:E. S� I�Rlfti+AlC��iATE 6 2 QE 14 WJ�W _014ACO 0 0 V;,Ot USE va,* ��Xqtql vvi la z AVCR U v fok Os v&.1 Elf '061 IV VL ,.76A.. �° i,+ +s ve t, If .36 LOP IF ps!D 65 Km Au v,SOT WGK ,06,-16 Vgk%)s h 'bona OR%isf at PI.- @ 13 QU s1 yta tj viOce OY et Ile* VIA (D A5_ OD ­X O '6G6y.T6A-7 1 3 Yts 's S 3 0 Ovw sb 601FAW WWI ps.- 1ro opyti —a2palm 6 OkSE VAC,�� PS 3, S.S1 VIZ. SHU71-ER ASSEMBLY SCHEDULE FOR . HV C) HV ~ - Y12'MIM. = p62S. 1Q HV HiAOC 1 ! t �•- A .0625 outs' FIV BLADE to wwiNOow euOE 4625' s„d�Y Y ._--------...._ ----...-_ ...---' — _ HV LONG RECESSED NYLON BUSIIING 39 --01-.fir ( n KNU °OPENPi T oaz5" T o0ra3 Y rte+ _. ® FIV SHORT RECESS EO NYLON BUSHING a (Typ) u 4 HV NYLON HAT`'WASHER (3)OR 1.rc ! 1 --.rte 8qt ,. xwmn .35e' HV WHEEL CARRIAGE NSI 302-303 SERI.m— 7.870'x3/16'•THICK NYLON WHEEL. d ) xv I1WNW / r.. 0.1887 NSI 302 SERIES, S.S. RNEIS 'S15'o � sEPMiAnoN D• 63O 5,500' 13UWMN - NV 1 3/4- ACCORDION PIN W 8 MEAD EXTERIOR I 0$N CINTER5 Os2s suave Iaa-1 I �� OPERINCS _� /# _ s �y __ _ _ _ 7600' HV 2 3/4"ACCORDION PIN W/#8 HEAD --- 4J� CiF i4 '� s VA POLYCAR80NATE IMPACT RESISTANT HV WINDO6YI - OE Sw TYPICAL. HV WINDOW.BLADE dh AND --..-- - POLYCARBONATE HV W1 OW!VAL (DOR 0 -� or d@3 NOTE OT (DOR BAYER M�AKRUI�ON 3103 OLYCAR ON I tTO ELA M INNOVATIVE PtASTIIC ED LECA 10 OR S ASIC PIN SEQUIREMENTS AT EXTERIOR BLADE KNUCKLr6 FOR (SEE NOTE °r ON SHEET 19). (1) HV PIN® SHALL ALWAYS BE USED AT ALL EXTERIOR � BOTTOM.KNUCKLES OF HV ACCORDION SYSTEM W/ HV1 OR ! 1�9 POLYCARBONATE SOURCE'.;FOR HV I@ BLADE. FI 1 EXTERIOR APr% t taswa PICAI $ UTTEQ ASSY �� T4=I'Mumm Maw am (2) IiV PIN MAY BE USED IN LIEU OF AND ONLY AT Ts HV PIN®OExt' ,-,T,_. °C'® EXTERIOR BOTTOM KNUCKLES Or HV ACCORDION SYSTEM W/ H SLAOE'S RNUCKIF.. Ee9Tc rsry roar naD ebM' a9u I6R BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 3 (SEE NOTE FOR ,04fr— Q REOIARENENIB) TYP- t FLOU Y SM 51R@1QRt .AM Dam aeon Paz D.'SDo Poi: flt7DMJL SIRiHODt AT t7E11 ASfYVM MGM pat U,Mo Vel (3) HV PIN ® OR Q W/ -1/2'• O.D. 1/16' THICK S.S. WASHER O � I 1 FkDW a U00= =M.om 3wal vl WAM a.L SHALLBE USED FOR DIRECT MOUNT INSTALLAT'IDN PER DETAIL X, SHEET ® w9taw ODD Asa WM ae ff t& 67 t0-a/a, "P IL CARRIAGE DETAILASSEIABLY pYOUT www 004" u rc .ww uzm 47A X Ds WX .MW 9r t ARM xew Dau d-i ass D-1 CAW Mr MCN law elm IMT 960 1, AM Was MfMwMIGtx am WAYlimm: M"076 via psl. ww psi HV BLADE SOLID & HV WINDOW BLADE DETAILS ew 6,M t "E""1'°° Am� am)P= 66DO pil. N.T.S. (}A DUU ( (lyon HiqhVelocity Ffiinicone Zone %`PER A.rj�VO ®2076 fA TERN M4TAL SUPPLY, yc BIERTKA NV; 1111 ECO qac. A..SwSwAIN Accordion Shutter SystemXE. z �/ 1J"" American 5hutiei e1n8 HY BumEVol Wt�f aR W/O ttY.WIIJVI Imo. 3� A TILLt1 TESTING k EldG1NEERIN6 COMPANY MgecI Man Lt I OLO 11-192 4 1 15 wTe 4 13 t9_ --- —'--- -—---- --- ----- -ATE OF- r �— 6us+tty.- :a-sea-ass-maw c.mrrts t -s I ---42 ds 0 - d' 88 Westroo r'Ne 2 Fa.:(w5)an-fort DRAWWG No �i,��S'.5+/p......•G��+��, Asa-000uim West POIm Beoch, Fl_33407 Air AlAL>~N �� W .A,muga..P.E. P.E.�9�i kj'V idURE/DATE fTnRmu uD.i 44107a SHE; 1 . 4)�^ _ 4z�• d, a> * D CE R • ....�,Q-fin. • `^v.9 1. •ONE UXK:it(L�or®SHALL BE USED AT 1/2 V SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR W 2 OF UTTER SPAN FOR SPANS UP TD 105;AND FOR INST:)%'OR ANY E1.EVATON.Nftr LOCK(1 or MAY USED AS AN INSIDE OR OVMDE LOCK,ATTACHED TO kkLD OLT`fTER1N.TE3 W/(q� 1/4"A-20 x 1/2 WNG FTAT HFl�D S.5.M.S.LOCApON OF LOCK SHAD_B,E AS INDICATED ACJ 50.04 m TYPrAL SHUTTER E�.EYATION. _412. � IF D ED.FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HY LOCK OR�L Y B SFA AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LUCKS TO CENTERMATES OR....'�•� LAABOVE '0,1 AS SHALL BE AS INDICATION NOTE ED ON TYPICAL.SHUTTER ELEVATION. a-Iva FI LOCKING RODS ARE NOT RFJ.IUM AT,.HURRICANE POSTNON,BUT MAY �� `" BE USED IFS DESIRED TO ENHANCE' SHUITFlt P MANCE. LOCKING R005�OR AN ALTERNATIVE DEVICE I MAY ALSO BE USED AT STACKING POSITION (NON HURRICPNE POSf)lON). jQ ONE HV LOCK t ` SHALL BE USED AT'CORNER CEMERMATES ET7R ANY SPAN All WSTALIATIEI)To�ONS�ELEVATTON.HV/(LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, AT ATTS P k BOTTOM SHALL BCORNER ETERMATE USED. LO ON O OCK SNN0-20 x J BE AS INDIGATEDD ON 2"LONG FLAT HEAD IVICAL SHLTTZ.TWO LOCKIRG fEER ELEVATIION MAXIMUM SFIUTUR SPAN SHALL.BE OEYERMINED AS PER SCHEDULES SHOWN ON SHEET 1.2 gig �Y DNE ALTERNATE!N LOaS MAY 8E 1 fN UEU OF IN Lup or FOR ATiY SPAN AND 1 jl f� tS $ Phi 110N5 AT ANY ELEVATION.AL. NATE LOCK!MY BE USLU AS AN 510E OR.OUTSIDE LOCI(.ATTACHMENT / g � -OF 1/4'4.20x3/4"S.S.THUMB.SOREW TO f�OR®CENIERMATES SHALL BE MADE W/II VO-2Dx3/4-ALUM. RNNUT AS SHOWN ON SECTtON HVE, STINT'8.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO I C 3m1f t LOCKS AT 1/3 OF SHUTTER SPAN. -! '0."„" DATDRY ODNBRION!.4 FOR I MMMO INSTALATIONS: ONE 1•N LOCK or 0 or 0 SHALL.BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 2 1 OF SHUTTER SPAT)FOR SPANS UP TO Ba',AND FOR INSTALLATIONS AT ANY ELEVATION.1N LOCK @ ar 0 w Q3 U0 BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHEO TO 0"0 SYMMETRICAL CCTITERMWTiS W1(2.) 1/4'-20 x 1/2"LONG FLAT HEAD G.S. SEE ENO--• M.S.LOCATION OF LOCK SHAD.BE AS INDICATED ON TYPICAL.SHUTTER E].EVA'IIDN.USE OF LOOKING ROILS®W/ CONNECTION -may .OR 1*TOP AND BOTTOM IS COMPLETELY MANDATORY. DEMILS ON 0 J £ N 1 J K L Y p q a V tr x .—• `.MEETS 10 Jk to TVP.Evu. n A „ HDCIIr. *NOM ON HV LQ9KS AND CEN RMATES: OF CORNER S SPA -Te r0 uarJ -fS1PlWTTOTJ�LV,LLD ONLY TOR Y { .'em 92MMM90&AND _.._. .._..,._�.�xuaten�N--•..-_._.__._.._..____...._._.... CENTERMAIE 1• Q� ?on��m����mlr/°"1O+© ONE ALTERNATE FN'I'TACK MAY' JN LIEU OF HV LACKS¢�OR FOR ANY$i'AH AND w AT A,JY.EI£fATiDN. AI.'fETZNATE LOCK BE U^oED Ar AN INSIDE OR 0 DE LOCKN . TACIIMINT q� OF LDCK WCLUpES LISTING RF.INFORCMJG LDCIRCEAS SHOWN ON SECTION HVG,SHEET 8.WHICH MUST BE 10It • wV+�w ---, OONNECTED TO CENIEtLMA7E5 AND W/ 1/A'6-20 x 1 1/2'LNG S.S.THIREADEO BOLT W/718'4 x 3/32' MAY BE XStALLED AT®'0 0 '©a9�* +@°n MAK[A41JM N W N q"BEIAW1MIpSPAN.USE''OFT LOCI NG ROWS AND BOTOM 15 MANENLTORY. OR 12' On •®un0a©w *NOTES ON ND LOCKS & 1:yp_t�� '�j�., ONE ALTERNATE HO LOCKQ AIA E USED RT LIEU Of CAL WV bE $ Tf EL A . H+ OR FOR AMI SPAN MIO INWAt1AM M,AT ANY NILVATIOI.AVOWTE IID LOCK W WAY GE USED N:T.S. As AN INSIDE OR OUTBID LOCK.-ATTACHMENT QF HD LOCK TO' IS W/3/Ei.z 3fa'FH.53.115.ANO INCIlKIIS RLTNffDR( MENI INSERT(g AS SHOWN ON.SECTIONS Hall-HUD AND'HDC-1M.SHEET 10.-LOOK MAY BE INSTAU.W AT MH)SPAN-OR 12'MAXIMUM BIIAW OR ABOVE MIDSPML USE OF LOOM RODS @ IS COOIFLETMY OVr"AAd. flfRDA MNG CM on High Velodifty Rurricgne J.4,1 ®7.OIL EASIFRN METAL.SUPPLY,INC. BERTWA s ' ■�;�. !E/C►®INC. Accordion Shutter'System mA.S.-SA HY.> RIM. SHA-0 American Shutter Systems ,. =. STATE OF :cT• MT NJs GmINE_ERINB CA W, Asgoctotfon. InC. OLD 11-192 *113115!SHEMT a/1s Ts, Pnono,:( Tan165oTax;(aoii=iasi4288`Westioads=6r ve-- NG No -West Polm Be6oh, FT_ 33407 a-6 � r-nxiJ�tEaceoodcom .�'' &701vC �� fYALTtR A 71U1Ta7/Jr.P.E • —065P.k. S�rFA�}�1t1fi1 �RE/DATE TLf51IDA uw A Ja/aT CONCRETE ANCHORS POURED CONCRETE ... POURED OR CONCRETE BLOCK POUR rD (SEE SCHEDULE ON REQUIRED f 4 A•-20x3 4 S.S. CrN4CONCJIM— SHEET 13) CONCRETE ANCHORS r ACN'NE SC '.V5 fiEOWR r RCt1UFREO \ _.. fOR F- -- ,F,V50' _(SET.SCIIEDUI.E ON �W/1/M1'-2Q pol NU,S 0 12"0.0. CONCRETE DuLEANCHORS C7 �oR YYTOnE E:11:MOVNtIRO SON SI1EE7 1) - 511ER 13) (SEC:SCHE.DllI£ON h•IEET,3) . 1. 1 / ._..•^. •EQ- EQ MACHINE SC - 9 ^EG --E4 1•/"` Y_ USING 1/4'--20 IPU.. ,r /2• / ..-.�_ 0 12'O.C. E.D. ...200"Mnx. , ..... ,. 1/�IA ,5 • ...._.�� 15 .S0' _......... udxN�. i FRT.SQVPoditil ; i " YEN kt"rgm�srtt' �oR , NUH.SE AW101,TO QIASS) �' .. 1i� EXIC5tf ��..-..-• M,.,nNC WALES Q)h i , MIN.5R'AI+ARON TO GLA55 .\� (S :D1l.E ON SHEET 11 �.. _..._._ MASS— '`(SEE SCHEDULE ON SHEEE tl)...• I 1 (A) 8V WALL HEADER iNSYA4l¢�[� @ HV WALL HEADER MALLATM �S� HV WALL HeAOER INSTAU,pLT10N + ICEYSTQNE EXISTING _—......._.._. .......__ SS ._ _............._..__............-___.._........ .................. _ _.._.• ... I ldiN.S(:PARAl10N 70 OTA. _, ((,, �- ^ 10 i -(SEE sraEDulE ON SHEET 11) �>E a[Ut O ( MIN.SEPARATION TO CLASS ' ' GIADS4� '-.n TaL aAllf:O'.rrTD �-_.(.*TCF:SCHEDULE ON SHEET 11) 9tivmS 191Vi , Dvat�fpu® S kTLp'TRJCOPTIONAL � ;x CLAW-•I OPTIONAL j 12 oR 14 /a'e-2o�s/a's.s tam Q° LEQ.. ~ PNp UPS TRUSS HEAD CONCRETE ANCHORS x5/4'.SS SCRIT5 MACHM SCREWS USING TRUSS t-2 NAGS 0 SCRLYI. (SEE DIF.ON 1' 1/4"-20.NUTS 0 12'O.C. (SEE SCHEDULE ON W/1/4'-2D-NUT^a 9 iZ"O.C. POURED CONICREIE Nm. OR CON CELE B O SI�EE t3) S 1 08 CONCRETE f3L NCREfE ANCtIORS OR U)RED CONCRETE t3LOpt WALL REWIRED REQUItiED D RED CONCRETE` (SEE 144)"LE°F' OF k1Y WA ,�)t! IN rA�..(�71Qt11 OR CONCRETE.BLOCK WALL REWIRED CC' N_V V�IAIJ..._S111 INSTALLATION �MUMNI^N OF XCUI L'�l INSTALLATION DE�'AILS W1 ,-SEF.sHE}T 4 FOR TYPICAL SHUTTER r E.D.-EQCE DISTANCE 22--MO TING.SECTIONS CAN BE COMBINED (SEE SPEUflCAT1ONS ON 9iEE3', 'E E""�L ;e FOR C� HV BLADE N ANY.WAY TO SUIT ANY.INSTAIAR M. nENu FLONA BUS D(NC CODE Mon Nigh VeJocRy HUrricone Zone ,a``','`,i,..,.:...��%q�. °W 2075'EASTERN NUA,.SWIPLY.'INC. BERTHA HVTm w = A �+ .Accordion Shutter System w a 1e w av elAin>:. t w/OR. 10KV aannvrr MADE ff �,r'- Tk'a American Shutter Systems bEsnRiaudq bmive M. OA. -O: O TII.UT TESTING&ENGINMRING COMPANY - yTQ; At .aus.H.vA san St,s,A,ass.VR=L77WM;FLOM 33401AO,TSUQtOfl4r1. tltC. t.'. OLD 71-192 4 13/16 IYpE 'a 13/75 ..- -- DnYQ�. ---- DRAWING-NO--- - West palm Beach. EL 33461 Aj � [itAL Na -PALTER A iRtD Jr.P-E. - - 1 a"Q�� FIATQA Eta/4JI07 .s P.L. SFA���If�ANRE/OA1L• 1: ' s OF 0 ..CONCRLTf.ANCHORS 1......_._.�_� I—......_ r........................._....__._.J�_ ..._.......�....._-....} fart POURED N;1.sx{ypnityl CUNCRE D (SEE SCHEDULE.ON SNLET t!) 11 aA- .....-{t�OR �l�' -Q fiEOUIRED sarniAE cal m CLA.)'tsC'•.___� t5 )un` ....^... .._.. ._"..._ EDGE CF' ,I l(Oil taN1E mA'd) _._. <N 96kT laVAR IF (CN m • i aJll9WXGA rsKlCaBLE �'tlAyC r I i JJTtRRATE" I i i i i 1 i EKIONG i ANC ... ✓ �l LOCAION WASHER HPAO F.l7GE OF - LAA IP 3J6 MIN. YE7(5CRF.YIS W 12"O.C. $ :f ung --CONCRETE ANCHORS 1 '-�`_'J / P➢PLICABLE SCHF.OIRL ON SHFLT t3) / ! •E� E OF 0 IF FJ(ICTINC ' "- dASS-••--I ( Ewe OF9Ni.K r- I I -M CABLE / /I i T/2 q- EDGE Or ./. uK.Rvuwlav APPUCY ; E.q: .9• � APPL�U4iLE G..� POURED FLAT NEW CONCRETE ANCHORS � 1 n f POURt3) .-.E.D.+ REQUIREDOK• (SEE St HEDULE ON SHEET 14) tl v WaE(O+.ao 66 POURED- WNCFIETk uN�a12 fa IVG (L�OR q °COnr.RIFTE '/ I _... r_L -......... RF.Qt1 RFD FIAT HEAD CONLYSETE.ANCH9R5 la,vt..(DaQg RPLIUGTED -- D. -_._._-E.a4-- •(SEE SCHEDULE ON SHEET 14) 11 .Tj�'�.NCH INSTALI�TfON VALID ONLY FOR UP TO+70, -75 PSF AS,O. ({� I�b FLOOR• I�$]ALIATiON 0 HY WALK—OVER INgALLA OR DESIM NPR$USHMnNG &MR SIRMS PER (0 HV CEILING INSTALWION �__...._ ctxacRErE,wta+DRs �.-_.___-_y� ---'-•--- ' I u«.ao kaw n (SEF SCNEDIRI OE7 1/oro M"AM TNCON w/ Oj_. _._... l '•...--OLE a�.0olac- "•-"+-`--._...._..._.—. _ SHEET tD) ADAMD nfY�mFqul i ___..._.._.__ _ ._......_1�,.-- ' ON sNar FO ' ' Exisflra3 tEcrLa a�Lear we t/4'e wwrns EMSRNO EKISTINO•---{ 'T-" ---, GIhr.S 6�NI+Nu.m w'9 y _ CLASS••-i MIN=T X FU M�5 M Cr MAX. CLASS , -IA Xr ml wn.T III .-..� re.>:w�70 ,1) 1 ...1 .msn.s ac.r�2 w TO a trAv MSDISIroR 7xs carom nPNO•.1c AN1.T i51AAMATp1NCM�' ii� i1OIc3/4')IIX (WA (u4E ROM"vi 9�f)1OR r�, ._. ._" 4/AS7/ER HM Gd+r.9AUN'�../ 7MH, TEK SCREWaS I I f I 3/4" HEX NOD � .i 8• Vt//4Y'-2(D[1/t`bT u5 11JC SCREYJS ra 9"O.C. __ -.= 7 -•t�.t/40-•20 NUES OR 1 4b-20 S.S.M.S. I CONCRETE ANCHORS 6 4 ] 3 -f4t4f_t/4 S.O.S. _ T/4• pp �! o')Y o.a NUT OP n"O.C. i (SEE SCM6DULE ON d. t _ �_O 6 A'0.G t '••r:•'..j••. , lig•:� [X61Lv0 NON BiNOCNfUI 2.OU•MIN'.' 'WP1L.iR(N(DECOPA1NE _ 1/2' •)' 8 •d:�• 9. Ste) /// / ..,114w3/4"F.H.S.D.S. •,C,LAN: k Nt01E10 C EM �I 4 7 V 1 7/8" ' APPLICABLE CONCRETE N+CF(DR5 SFE Wt 13@) 'StEgNOTf.13(4) ��;:•..c•;''. •'."'.� REQ •D -' POURED CONCRETE_._. (SEE SCHEDULE ON ON!.NW 1t:•"•r EWE'fE-- OR CONCRETE BLOCK "Si 14) PUURM CONON'VES I ��� v:--. OR C9NCRETk BLOCK -' REUUIRLT) �KE�fSTONMAUNTIN+� lN5TAL1.ATtOP1 OPIWWL•., POURED . imxsaEi ASD,'om" 46 6 �RfAUItED ) HV WALL FLOOR INSTALLATION HV_DUAL! WALK-OVi R 1NcTALi eT10N WXWN Mw=,rout W-ar (QJ)HV RAINGUARD INSTALLATION t HM i THIS INSTALLATION SHALL BE NOTE MR complfi.TFDN OF Swims!s! •E D..COM 015iANCE RMOVABLE WHEN PERFORMED I-SEE SHEET 4 FUR'TYPICAL SHUITtEfl; (SEE SPECOTCAliONS ON SHEET{3) ADJACENT�ILWAId�CWERR�E-FJtIT + LA0.VA INSTALLATION DETAILS WIZ CD HV BLADE ASMSM. IN�WWAAY TO NG 5lW AM INSEACWNS CM ALLL•AIJOK 0 _ FRMMV 1.BU - WE..Non High. Wiwi t INanicane Zone 0 2016 fASTEil11 METAL:SUF'W-Y.M. '--b-IMA Q Accordion.Shutter System IL E7C707,rye. ■. ■ ■ KV.a"#1 w/CR w/oUv.-vawow elan, TESTING.B ENG]NEt RING COMPANY Ammiaan Shutter Systems oEscmvna* VAaruwN w: uL •c'_ TATE OF :CC s33s N.W.38Vn se.sr.301,onEsnOA cAxo»s.Fl.D)m1 731 AE180aI . i a i' OLD t1-1A2 d 3 13aaTE 4 13 {5 - --- --- - --- - --- -- -- ---- - --.. ----- t 4268 Ws�tsiroads Dnbe 1 O;WING�No_- %.,�•cFS i ,. � e-mvR tlltca®wl.o0m - Wets--Palm Seac ET—, f•L 33407-- --a- ---------— Jam- 85 P.[,/JJJSFSIOg�GW1�llRE ATE R�ALAR A.�t44167 a S"VT F 0 8 M END ~f SIT NOrfS Ott LOCKING RODS&,KV I-KS ar(l40 -_._......... CO ° T $ S �(LLdITtONS W �1) HV _ I AND N:fF3>rJATE Nv LACK�av sT1Eer o. �Exlsnec CLASS -.. �- * GLAUE SLACK OITM.IW IS V410 FOR ALL BLAD W HV C NT R ATES A N 13ri1 Ea ORD WALL, CONNECTION -E215„ETD RSTLS ON OEM 10 k 1 B I 2'1r+o/D'w'• .../ I /8��,c-1�,rat� �+G'�1 3 7/b"- 7_, (0003-r0 ALLOY)ALl#A. 1 1. `i J �yJ R.:J - _ _. ._.__ .—................—__.._._-..—...__ --- At.VLE M) 1/4'e TAPCCN 7/2" a+ •17� OPPOSING 5YHIMETF'Y,-_CAL nMa+uRs Tv cDnainE I- �E�LTE $ CENTERMA.ES MIN.S&MATION (roN/EKITTOM) i _070x3/4'S.M.S.0 12' 'r0 CLAW (4)g7L AT FA S1A,S. F.TlR1E O.C.FUO-LENGHT. _HV�QCK_�S!1_ ,��, ..�.. 0 {St.E SCREDULE AT fA(:N A}7G1.F(TYP) I �( ON 5flar.11) _..-...—_.-..~.._..-........_......._......__.._._ ....__.. ...._. ,—.._._...__. .._.. ..._. - - _.._.._. ....._... _ .._...p...nnq..• } -6-6`6-l',` -0- HVA al�at�+OrnOaa}0.r�on POURED CONCRFIE OR ©' 70•��©«70�, 1 } m 3 EmsnnG classiIUCK wau. � F;� 1 � O`�� O+�°' Mm.�.sfcaRanoN .-- tASS $ •�on�C:l�®°ft jV'`® �,E1aSTlli _.._IN- + $.R$ + art TO GUSS _ ____._ DLA 5 CE s* s �/®�� © /O� �a� c SCHMUL�E 5 j.__._- _.,-ta®`e /�* H $ �MQtI' OFt)_..- ”' °Ala`' ._.....-ON..-EEr 11) MIN,5EPI ARMION ®w Il hi d - --- TO GLf35 (5EE SCH!]1ULE I N �_.-- ONS1iEEr ii) (tin 0UT _. __ _.._ _-• - -- - _ - 1 TD ------s-,nMAI oUT OWWR) HVE HVF** —HVD FLORIDA BUWNG CODE Non High Velocity Nurricune :Zone '/ 0 20W EASTERN NEW.SUPPLY,INC. SERI HA��C . " EN•. '"" A■ KK Accordion Shutter System. A '"/ / . #1 W1 OR w/Q W 'MWW BADE Ef TILIJT TESTING k ENGINEERING COMPAIiY A1merlcan Shuftr Systwns wnap torr mzV 11N o O 1w 1 OLD 11-192. 13/15 DAT[ ,4a3/7S Dp ra1a.xm s su:xs wlciu+.¢dmers J31 ------- -- -.. - - .-. -- -- s�0,1•,. FCORID} ��+`E`1�T�.-- -T-h na_(3 •}M8J1^dnEot s{3GS)trr±-1537' x268 Wasbo ds Drive _.bRAWING_No--- 1J_Q85-------- 3M9 - nWV&,U.9.441417. s SHEET P.E. 4� ipTR/DAT£ e e f26. V7 POURED c(ANCIWE yo CONCRETE POURED CONCRETE POURED rljVCIMIE�0) Ar CONCRETE BLOCK WALIL OR CONCRETE OR CONCRETE OR CONCOL117 RFOUIRF.0 BLOCK WALL REQUIRED BLOCK WAIL REQUIRED BLOCK WALL REQUIRED EXISFING CLASS ON 40 OR EXISTING CLASS CONCR ZAN GL16% -.2,MIN 0M43 GtASS D F.......s 2"MIN. - WIN.SEPARAW1 -s Eo UK ZION su%ww EQ TO GASS(SM TO WSS(SM F&C,ZRWGN SOMW ON SIM It rOR WW(RAND 1001 ON SiMT 19 FOR SO40D()LE ON SHW"7 I I FOR OME(DA10 MADE;(j> 1t FOR RADE MAND so ON WET 19 FOR 1 2 LOCATE ATI=tw IQ FOR ALUM.CLOS'R 11 f'OR 19 PLAW(LOCATE 1/2 AT WHER SJDE &MT- I 1/2.MIN. Oqq) _j 4 USE I'OR e NMI ALUMINUM CLIP ANGLE (60W-78 ALLOY)AT WHEIGHT S.M.S. TAPCONS ANOM TO WALL AT I'O,a(LO AT SEE D"'A"X F09- OR Oli"SIX OF 0) OR(W ODE 1 OR & SEE OEIAIL X MR 0 ODE CONNECTION TOTO iCS SM MAIL,X o(0.)-7 TRACKS 8-00. 0-80 WDE CONNECTION I To TWX5 -0-0-0- (D-0 0-0-04).0,60 8.7- END CO tTj N EV-90HECT ON DETAI 20 END CONNECTION AET•AIL 3 D CONNECTION DEW (j) POURED CONCRETE OR I ONLY FOR SPAXS OREATER TIM Z EXISTING GLASS CONCRT OLOCK WALL EXESTIN 4 J. i woun GLASS 4 W.SEPARADON 91 1/2'am TO GLA (SEE ale" SOPMAE:OSS N SiOu W.SMARMON y I I MR Woe(DANo CON.4. 1/p.-MIN. TO CLAW(SM /.cR ON SHEET 119 sctwAr ON Sim ANCHOR a.— 11 KIR 12"O.C. I ------ kl6ijsD 9 BLADME(ODAND ANGKOR ON RFEET 19 FOR 4 16* -TP'2 LWN.. MADES(DA OR(q 2"WN. SEE LWATIONS OF USE FOR vvx-(q)oN stiver ig OR@OR(f)0R@OR(D VIEW POURED CONCJ�FTE OR OR--- 29ALUX CONCWlt EX=WALL K144L�TrA REQUIRED -"J", (D 0-0-9- In HV. BLADg.OR HV- WJNDOW BLADE INTO CO -CREEE OR MCK WAL, -ENA CO NEnION-OML(g) NNEOM-DETAIL FLORM BUM-WDE(Non WO 'Velocilty Hurricane Zone, 0 2015 wim Et m%my,INC. DENMAN AWS.SwAw V.A.,ccorWdioRnW/sh,',4,t tWel Ws YMsA!eln CE W3 Amodcon Shutter Systems lluff"TESDNO &IWIREER180 COMPANY MV.& o1scroyflus, -VAIM am"ly" UL A�aociatton f�c. I OLD 11-192. 3M st�M%M5,YMM mom norAm Xnal 1144 Wostrocds Drive 2 4:z6-8- DPA 1 0— �nmft weat —a 15085 WALTER A.1ILLIT Jr.P.E. - P.E. RF/DATE FLORM tk-0 44167 0 SHEET -cw gg SCIiEDUL�� SCHEDULE�2 G.CHEDU,�E ail3 MAXIMUM SHUTTER SPAN*%+" OR "L.- MAXIMUM SHUT'tF R SPAN* "I_i•' 1 - IMUM SHUTTER SPAN*1+' + ]WCTA IATI IN 6ENO -N (ft.), FOR INy"rALLAI'IONS W/ t, OR %-° ft. FOR MATES. &( or ' ar (I R "L {ft.) INSTALLATIONS r}�+.Qk73 _ INSTAU.ATIONS W W CONCRefE& WOOD PO L•r: A.S.D.MAXIMUM DESIGN FRES SPAN FOR A GIVEN W/ONE H.Y, LOCK or ©Or or MANSOW POSITIVE A.S.D.DESIGN PRESSURE RATING, HD LOCK ®W, NO LOCKING RODS or ONE HV LOCK or A or L(Ell & W/ ONE HV COCKS L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERlAA7E5 y� & W/ ONE Int T' v)/NO LOCK NC RADS ' W/ NO LOCKING WALL A, D. C. D,E, M. N. 0. P. 0, &S.D.D SIGI4 MCSSURE RATING. `FJ � ODS MOUN(ING F, K&L R. S, &V, LOCK 5t vl/fWO LOCKIFIG RODSTOP & (SEE 14OTL'S "tt) (VALID FOR NGUWMGQ (2)PROCEDURE YO DETERAVNE MAXIMUM SPAN FOR DOTrOM SEF.. NOTES . SHEET 7) FLOOR/CEILING G, H, I, It, J T, U, W& X WALL MOUNTINGS(TOP/60TTOM) OR FLOOR/CEILING: CONfAF.7F.&WOOD MOUNTING uvmm CONCRETE&WOOD INSTAUA IONS tunupuW� CONCREW. & M GIVEN A POSITIVE Aa.O.DESIGN PRESSURE RATING. " Amm px9 � S _v.DIM" INSTALLATIONS -- OETERMIIIE MAXIMUM SPAN-L•+'FROM SCHEDULE PACAM WALL.MOUNTING BOOR/CE{LiNG pvm%m tr. VAIL.MOUNBNG I�S9MC ,low, r�,.wo A. p,UWp It.Doa/cDutm MOONrmc GIVEN A NEGATIVE A.S.O.DESIGN PRESSURERATING, twu mrx _FRAM slxlmuLc tv.+LY (p+•t•) a,ocw/cenlxc ruluroml0 4,..td OR -•- DETETtN1NE MAXIMUM SPAN L (�on-) __1111.._._ -_..__. (* -) ._.__»._............_._...____.._ (+•OR-) Ft.001r I.NOtR1tINR MAXIMUM SHUTTER SPAN 'L+•OR"L-•FOfl L+{tQ l-6Q L J O L w-(fQ L! IRI L- t L+ ( L-tQ FINAL MAXIMUM ALLAWARLE SPAN IS EQUAL.TO THE OR lE5 16'-0' 16'--0" 1 -0' IV-0' 30 16'-0, IG•-O' 30 18'-O` 76'-0" INSTAI.L1Ti0N5 INTO YfQOD SNAIL BE 1,IMITEO 7q IANq.1Ua{DETERMINED SPAN MWEEN "L+'AND'L-". __._..-30 1M1'-10' 15_-2; y8' 14-1 14'-IW 74'-10" 39 1`u'-2" tG'-10" cp AN-11__1_1_.. __,.-1111._ 11_11 _11 _ ... .. - 1111.. TO DCMMNE M1 13'-10' ...... 10" lam--�• IS'-2" aU 73'-10' 13'•-10- 40 .............. ..... � S IN UCIWEEN W DU INOS 45 13'-1" 13'-1' 13'-R• 14•-3' a5 t3'-}" 13'-I' 4i 13'-4' ta'-!" )TV CORNER CENTF•RMATE 3 MAY 9£USED Al ALL FLU FILING MOUNTINGS L.,M .� 4444___._._.._.� 1111-_. ___...-_.......,1141. _. COM19! 5 '-5' 12•-0' 12'•-0• 13'-7• 50 12'-r' 12'.-S" 59 12'--3- 13•-1" MOUNTING INSTALLATKINS. LOCKING'SPECIFICATIONS VI/ OR/C ...-.._ ._.._�..._.1111_ _-_'_............_..,......._•_.. _....... �. 55 11'-10' tt•-10" 55 11'-1" ••11'-N' SHALL + ET 5.ICD ON MANDATORY CONDITION 2 R A .N POSITIVE AS.D.DESIGN -.. --..---_ F10TE 85,5HE77 5. NATTNG:� PRESSURE bU 11'- It' 1 -7" -4• 60 tt'-�' I7'•-a' 60 ..10'-?_.. 19'__71• DETEF$JIEIE: _...T..._ _..... _�._... _......_-1411.. .._...._._.__...... 85_ 9'•-6• 1O�_1' Li+"+Mh1l.SPAN F•OR WALL MOUNTING INSTALLATIONS. .0.. 1 -6" 0'-6' 10'-9' I1•-5' .-70 10'-C_._ 10'-6" ..70 8'-9" 9-a" L2+"MAX.SPAN FOR F'LOOR/CENNG MOUNTING-_ ----.__--------_ .�_ 4144 _.. INSTALLATIONS. 75 1D'-1' 10'•-f' 10••-4' 11'-1' 75 10'-1' 70'-1' 78 D'-:1" ''"t'E7(LEVi THAI'MAXIMSJMt SHUTTER SPAN Z.+�OR $0 9'-10'' 8'-10' 10'-0•-- t0'-9' $0 9'-10' -8-'IU" 9.-•AND MAXIMIUM A.S.D.OWING PRESSURE RAYING FOR FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 4444 ,1111_ 1414_........_....__; .. $5 P'-8' 8'-8"' 9•^9' ...10•^5' 85 fl'-g" g'-G- INSFAL1AIWtlS OafO CONCRETE(lFi iXWCRETE BLOCK RATING: 1141_._ 1114._ .._.._....__._........ t.._ 4111_-4111_.-_._..__....__ SFINl 8E LIMITED AS FOLLOWS: DETERMINE 9D 9'-3" 9'-3" G''••5" 90 '_J'-3'_ 6'-3^ I- CONNECTIONS TO KEYSTONE MOUNTING LI MAX.SPAN FOR MALL MOUNTING INSTALLATIONS. 1411.. 1411 95 9' 0 a-9' 9'-x- 9'-t0 95 9--0 8'-3-_ LIMITED TO/;+�84,72 p V.f. AND B'-0"SPAN, SEE 12-®MAK.SPAN FOR FLOWCOLING MWNTING �_... 4414_. 4444_. _...____._ 101) 8•-•9' 8'-4' .9'-O' 9'_7'. 100 ,.•_��1'-9" 8_-4..-. MOUNTING V ON SHEET 7. INSTALLATIONS. ..__..._-.._._.. 411'-7_. M os _»•-r r•-.1 r a•-9• 9•..4• IDs a•-�• 7'x,1• _ - _ nNAL M BEFIM ALL'Lt+-.£SPAN IS EQUAL"ANm TI+E -�7' - SEPA(�A710N 'TO GLASS SCHEDULE 110 W-4, MIN$nDM BETWEI t L7+-, irF-. "u=AND 120 a'-•o• 6'-tt" .8'-2'. 8'-9"... 120 61-0' C-1Y (a)'G0 TO ANCHOR SCHEDULE WiTtT FlNru. MAXIMUM �•�• _._.125 7.:_70"--- e_e'....-. ALLOWABLE SPAN M40TO NEGATIVE AMAXIDESIGN _....... .7'-8":._ MINIMUM PSRP RE RAnrlr,To DIT-MINE MAXIMUM a1Ic1I>tt _. t3o >'--a'-.__fr_•s•_•r�ro-.�a�i^_ Iso 7'u$•_._�=5'__... WIND ZONE 135 ?'-??'........_s,-z"_ 7+_9•_ 7'•-G• 135 77 a a.• SEPARATION a4o r=s� s'-11" r--7" 7'-6" Tao 4111 - -11•_ A$TM E-1996 TO GLASS Tao 1 7'-2• 5•-7, 71-4" ISO-a• r-D• ISD 7•-2-_, _ 155 711111-0'- 5'-5• 7'-2' 6'-9' 155'_ _7'-0'_ 1. THRV 3 1. 160 _6'-71' S-2" 7'-1' 6'=7" 160 6'-I I" ,-5'-:r-:r 165 �.. 6'-'1tY _5'-1' T=0" -8'-4' 165 6'-1D'-• 5'-t" 170 8•-8" 4'-11" 6'-11• 8'-Y 170 $'-9- 175 W-7'. _�;-D' 6'-8" 6'-•0' 1756'_7. _WZ:F- 1.BG -g_.'.g•. 4c -, -gam 5•_;a., 180. (V--e -4,-e. HV BLADE 1$5 190 S'-8• 190 195 s•-j' 4'-3• e'-5 5'-5' 195 6-3' 4-3' • $'-z' 4'-2' 200 6-2 2oD. 25,-1• W-3- W-I- �� �j onNh YelocitY..Hurrcne 766e 0 2015£ASTERN MIX SIAPPLY,INC. `tµ11\tllltttll//tA �HTm A S A E#1 Accordion Accordion SKADE ystem �. Liv WDW1CR W/o.KV.VAUM Ameftan Shutter Systems P, oi�tilimm DRAWN Dr I,ha,Y G. *_ TILLIT TE57ING ENGIREERING COMPANY Aaaoatlotton. Tao 1 (AD 11-192 4113115 DATE .4113/1-5 x •k - _ :two fti1:sae.SI,M.3m%a'aat"IM01A.rumm ati. 4268 Wer3troddT# Drina z _ -- DRAVANG0� y 5 �,(:•,FLORI�P �5 . WN.TM A.A.' 6. YIIUJI it.P. 4- . 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FOR GIVEN M0.K._$(jljEjE$_SPAN, SPECIFICATIONS ON ANCHOR REQUiREMENTSSPOURED CONCRETE QR CONCRE7 E BLOCK SUB5Ti2ATES (STI Rouget G 0,&H ON SNEEYS 8&-1) 1.ANCHORS TO SUBSTRATE SWILL BE AS FOIS.M.- POUfffD CMICIZEIVIDOICREM MOCK P01litm CONCREM (A) TO EXISM POURED CONCRETE Win.Vc•-3 1,10 QWALL SILL MOUNTING (G)CEIUNG MOUNTING U FLOOR MOUNTING -1/4"0 TAPCONI oft TAPCOH WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS,AS U010FATrURED BY I.T.W.BUAAEX(Mh,fn m 3 kb) SPAN _.�....___ ANCHORS SPASRNG LFT3M -1/4'0 X 3/4•ALL POIMS SOLID-SEF MICHORS„AS DISTRIBUTED IN ALL POINTS SCM•BOLT&SPECIALTY COMPANY.(No.I'0 T 3 kd) 00 kS&_.-_r381T9?aw*fla:UM __...�'_l_14.0M kS .)k&D.Gf=N fECA7R4 F(DS7 nnG ....... -1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP'AS LLWUFAC UREO BY FWRIDA FASTENERS DIREM INC.(min.P<-2 k0R) 30 dO W 7G 80 120 t6D 209 SO 40 6a 75 >10 7,40 160 205 30 40 60 78 205 TA+CON OR - I/4"9 TAFR'J NNC l(M AS MANUFACTURE)BY POWERS FASTENERS,INC„AND DISIR MM BY ALL POM sones,BOLT&SPECIALTY 10 8 8 0 0 5B l4 12 1B 0 0 8 D 0 fa 12 t0 B 0 6 6 0 TAPCON WITH ADVANCID 4 � THIAEA(1FO1tM IET;HINOL0IN COMPANY OR NIY OTFIER MF'ROVED LICENSED OR AUI)OIUZED VENDOR RECSTERLD WITH THE AMERICA"SIAHITER SYSTEMS ASSOCIATION.INC. ._..._......_.___... ___.._._..._....__. ._..__ (HIO.Pn J kOi) OR LI 14IF' 9 8 8 0 U 14 12 10 9 0 9 0 6 /4 12. t0 B 8 "B' 6 0 .p011iT5 SCH.10%SEI'OR 142 1D 8 8 b 0 0 14 12 10 0 B B 6 0 14 I2 10 9 8 0 8 5 -- .....•--•- NOT(574 W. 0 0 8 U 7 1M1 72 ib Ti e 6 0 14 12 10 G""Ti-•F B 's OWE TAPER OAP AI)MMMUM 84MI)MENT INTO POURER CONCRETE Of TAPCON OR TAPCON WTH ADVANDEU'IRREADRAII TECHNOLOGY ANCHORS AND TAPPER-p t' 12. 10 G e 7 5B J.b 14 1S 10 8- 0 B o 8 14 12 tU o B. 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'i2 f0 fil *0 8 A H 14 12 10 8 U 7 9.5 4 • M47L N U FOk 1')IMMUM WALLS NO SMCCO .r_.- 5'-O• 74 12 10 9 8 B 0 tl 14 12 10 B o" a 55 74 12 ia`2"8 8 6 i.S H __......M ..0.1 ._... _ t1 12 10 0 0 7 4 -- 14 12 IO 9 0.5 0 3.5 14 12 1 b 0.5 8_3.5 3 -' A3)W CAS[TRAF PRECAST STDNE.PRECAST CONCRETE PANELS,PIVERS OR ANY VENEER EIE FOUND RAN THE ETASTING WALL OR FLOOR, J4. 1 10 0 8 7.5 A..R - 14 12 '10. &.8-.p 13 /4 17{0 B,•Q 0- 4.5 175 ATC4ORS SHALL BE LONG ENOUGH TO REACN THE MAIN MtICTURF.BEHIND SM WALL FIRISHES.ANCHORAGE SHw1 BE AS INDICATED ON B.S 75 BJ 45 - -- 14 12 10 8 0 7.5 A0 4 14 tY f0 0 B tl 4.'v JS NOTES Al &A2)ABOVE,FOR IlISTALlA110f15 ON'iN1Yl.RIDING OR ElF1:4ICIF1 OR WIRIOtR 4EYAL iN175 CON MY TITI4 CNCWF2TR.FtM 8._Ov 10, 0 9 6• 0 - 14-,72_.10 •0.,!R -A- 0 5 14 12 10 4 9 6.5 •5 3.5 iRSfALIAION IMO 13M VMH METAL STUDS SEE SHEET 20. ...... .. �..._...-_-............._... .__ ... 70 9 7.0 Be 3 - 14 tY III 03 f 7 85 0. f 14 12 0 BS 53 4 3 10 A 8 6 - 74 tY 10 DLL 0 RSB9 7.F I4 12 iP 05 0 04 - (B) TO F.%ISIt7M(Xs•7(xRETE BIOCX:(ASIAN G-•@0) 8 ,rfl3 3 - - 14 12 10 0 8 0.5 45 4: 14 12 10 0 '/ 3.5 -1/4'9 TAPCON OR TAPCON WTM AOVANCED 7HRPAOFORM TECHNOLOGY ALNCHORS.AS NOWBFAL'FURED Bf LTX BUILDER. __ -_...-.. ... 10 .4 _... 1/4'1 x.3 0 TO O e B •- _- I4 12 10 AA 7 'S 4 14 12 f0 0 7 5. 4 3 - /4'ALL POItITS SOHO-SET ANCI40R5,Ar DLSFPoBUIED BY Aft POIM3 SCREW,BOLT&SPDIXM:IY COMNANY. .___ _ _.. . 1 44 BLUE TAP CONCyRETE ANCHORS W t0 0 0.5 4 - - lA•12 0, 7B 8 4.5 3 - 74 ION 1 52 4. - - � / MANUFACTURED B'f FLOMIU7 EILSTFIt'EIiS OIRECi.INC. 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"._... ......_......i-....,..._._..i%....._.,___. -7 4�17APPLTR+ANCHORS AS MMNEAC MID BY POWERS FASTMIRS.INC..AND INSIRMUTEO BY AL1.POM SCREW.BOLT A:SPECIALTY 1 B. 7 .4 - - to Y2 10 D 7.5 5d 4 - t4 tY 0 7 78 43 •- /7 93 4.S - - 14 12 ID 5 75 95 4 - 74 12 A 7 8 43 3 - COMPANY DR NN OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WNH THE AMERICAN SHUTTER SYSIENS ASSOMUM,INC. .. 14 12 70 9 8 0.5 r" •- 14 TtiD 9 8 5 8 - ib 72. 30 8 9'' ^ I4 12 B•0 7 SB a - - 14 12 B 65 5B 4 3 - 23 0.6 8 5 4 3 - Y...___ ....."....__..._.._"..= 8.1)U NNUM EM BOMOU INTO MCFiETE QI•ACR OF TAPCON,BINE TAP W/CAP ANCHORS AND TAPPER•H ANCHORS IS 1 7/4'AND TAYCOM tb 12 ii 7..9 0 - - ^" 74 17 AB H B.5 9 - - 14 12 B 0 a5 4 - WITH ADVANCE=TNREWF'OR M TECHNOLOGY ANCHORS IS 1". 1J 99 B.5 5 33- - 14 t2 10 B 6.5 5 9•_O" 14 12 10 B 8 - -=• - 14 12�10 A. 75 43 - -• tb 12BS 7 _b 4 - - 8.2)MWMIfN EMBEDMENT OF 1/01 4 3ja'ALL PDWF9 Slnlo-SER ANCHORS SIitLL BE IN1IRELY WBMOFD D7R0 RCE CONCRETE BLOCK.NO 14 11.5 n'0 s - - 14 77 T 85 6' 35 - - 71 B•5B 45 33 •- - ENBEAMEHT WTO£.81000,SHALL BE PMWTFS). 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG 6857MN4 SFIDUR,D STUCW 'If 12 @ 0S l.5 - - - 14 tz lb 77 8.5 4 - - 14'i0.5 7�.9.5 0 4,5 EX6L AND 1'MINIldVM FOR WALLS e WITH FID SNCCO. 1S 0.0 S.5 4 - - 14 tT 0 7 B 4.5 - l4 it 7 5.6 Ab 9.8 - - 70•_0•la 12 10 9 7.6 --_- �4 12 to 8 63 5 - .14 12 8 a 5 Wil___ a3)IN CASE THnI'PRECAST STONE,PRECAST CONCRETE:PANELS,PAVERS OR MCY VEF4MR BE'FOUND M;TH9 DUSTING WALL OR FLOOR, 74 10.D'7 5 3.5. 1Y e.J.iF .K__e__.. __..__._._...-......... _ 10 75 5 4 3 - ANTSIER".. .& ) LONG ENOUGH IA REACH.THE ALAN SID MOR 007WD 5470 WALL FINISHES,MTA ANCHDFIRCO SHNI.W.As WOICL ON. id- 71 '73 ss - 14 71.5 U. B 8 f - 25 9.5 9- 5 - 4 - NOTES&1)t[e2)!$EYE FOR INSTALLATIONS ON VINYL SU)BIC OR ETES WI711 OR L4RHO1fi NEIId.STUDS CONSULT TMS FNGWEIiR. OB 0 5 - _ - 14 12 8 BS M 4 - - 13 10 05 5 4 3 - FGR WSTALLARON Mr7S En%TRI METAL SnW SEE,.SHEET 20. 14 f2 10 -• - - -• 14' 12 9 7 8 4S -• �-"" if 105 7 5B 4.0 33 -^ - 7 5 BB - 12 9 `6 4.8 1 (C) ANCHORS SHALL BE INSTILLED FDLLAWM ALL OF THE RECOIIMH7MMNS AND SP[MFATYNJS OF THE**CHWs MANUFACNRER. 14 10 7 - - - - - 14 Ll5 7 R.5 4.5 - - mli flB 53 4.5 •!a - 7 4.8 - - 14 7B 7 8 - 72 9 B 4B"a (0 SEE SCHEDULE BELOW FOR EDGE DISTANCE E.D.)VERSUS SPAM*RMATMWIIP FOR ANCHORS. - _ ... 14 8. t - - - - - T A B `F SS •- - - 13 10 -W 5 4 == EDGE DHSTAHCE,,,�EQ$j SPACFN6 SGHF�J,��OR ANCHORS• 1.8 1L5 4.5 - - - - Il R 51 4 a3 - 9 8 'q S - NAEMMiAA M%JCR SPACIND.S ARF VALM FOR EDGE OISTANCM INOIC M SaM FOR L D.LF53 THAN RIE INDICATED,REDUCE MOM SPACING 3S OB 0 - - - 13 OS 85 3 4 - - - 0.5 9.5 4 - - - - ITR MI$DPLGNO S'ACWWOa SHOWN ON SCHEDUM BY THE.FOLLO7u tC MOTORS A _- 14 4S- " - 11 65 SLS d9 35 - RF>ti.1C£0 SPACING ODTAWED USING FACTOR ARALL NOT 8E LES TH M Mut $PM7H8 RM=YM FOR EACH ANCHOR Me: 3,-0. 14 12_ - - - - 14_ lb 7.0 B 5 - - iz 0 s 4B _ - - - FACTOR Ob 8 - -• -- --...i - 10 7.6 'S 4 3 - - 7.6 BS 4.._3.._ _ _ _ ACM . 2B 58 - - - - -. - 12 9 B 4B 4- - - 9B 7 6 4 - - - - EDGE TAPOON TAPECOM M TECHNOLOGY ALL PONT SOLID'SET BLUE TTP W/CLOP s. .n - - - - - 3 Bs.IES D - - �- 115 75 5 a - - DICfANOE _ .. ___... _..._... •_._ 14'-0'T1'Y2 - - - - 1T TOB 7 0.5 - - - - 11 119 e.3 Ci.S - ED. IAN.'�ACLNO®3"7F�/LW.SPACONt.. )ION,SPACING.�•3 1/2 .MDL:$FAC816 3'. 3'3 4`R +4" ID.7B - - .- - -. - 0_.f 4B d5. - - - 7 ¢ 3.0 3 •. _ CONCRETE h PaIf1D CQiXE7E OdOCEIE 90IX CONCRETE F'D Q palm OO7L M oUt mic MORS 11 B B 4.5 - - - - 9 4 - - - "l BLOCK ML Ea.3 1/r WL B.O•.2 T/Y 4C�BLOCK ��n��•� L81.M.3 1/9' M-2 1/2' 7. - - _ .. _ 1z a 5 - - - 0 fl 45 - - _ - BLADE WURK�N6 r M90 O.B4 16'-0• g - - - _ - - HIS .. _. .. &fi 9 3'- - - 1 - .... "ll _ - - .. - _. IN UNISON ?? a71 iAo _ .._ CLU 1' ,.o _ l.o ora . �.o '7 - - - 7.17 05 OA - 9 eB 4_ - _ - t 3/�' .,��1 _ - -_ -' - e,43 fB•-O' 14 - - -- - _ - 2S 8B B - - - - - 19 73 S - - - _ _ -_ - 9 5 - - - - ' - FLORIDA$UILANG CODE'( on 'N. helocit urricone one �ga``,V,P:TIL(/;!i,,y� ®sD15 asmaN uETALSUPPLY,froa _ a 1�CCOI(�]U31'H�i A t6II] J . i.!S . 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