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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 F106di,—pr',i-ae.nt: DCIS Nome Log In i User Registration ? fiat Topics ! Submit Surcharge ' Stats&Facts Publications i FOC Staff SCIS Site Map { Links Search Busines " � '� Professional USEOdPu�icUser vat Reguiation t irrrt AODrov.rl W1111>Pmdbrt nr AnnflQtmo Semrh>Ar llrnnnn 1.15t a Application Detail i. R ,21 FL S L c3 Application Type Revision Code Version <Q4 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive Nest Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical RepresentaUve Address/Phone/Email Quality Assurance Representative Address/Phone(Emait Category hutters SubcategoryAccordio Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer tf.. Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE J Validation Checklist-Hardcopy Received Certificate of Independence Ft. R,e H$iii WtV A(. l2{1) ('f t.<)NtiVHl;,jxff 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 Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHI-12 vJvx 5... 7/16/2015 Florida Building Code Online Page 2 of'2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products i FL# Model Number or Name Description 389.1 eertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ -Drw SS-086 bottom)for storm protection I Limits of Use Installation Instructions Approved for use in HVHZ:No F1.3H9 Ra 11 As.5.A.1NL. nnWtS.l s-OE:e.nylf Approved for use outside HVHZ:Yes Verified By:American Test Lab or South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports ` Other:Large Missile Level'D".Max span Is 12'-7"for 35 psf positive F 1,t 9 1413 Aa--i-I&A-1_N!-, P.F.R. DRtVG 15-:ISti�Cjlf 4 ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes i window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade s and W-11'for 62 psf,9'•6"for 55 psf HV3 blade w/window blade working In unison.Max.span for HV3 blade w/o window blade for Installations Into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84' for+64,-64 Psf.See sheet S for otherspans and ASD pressures. 9. Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non•HVHZ-Drf9 15.085 bottom for storm protection ._. Limits of Use Installation Instructions ' Approved for use In HVHZ:No FL389 R8 li A.S.S.A.INC. DR%VG_5-035.1)11 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 Evaluation Reports Other:Large missile level"D".Max.Span is 16'-0"for 30 ps.f negative Ft.389 R8 AE A.S�.A INC. P.P.R. olayyt;.1 Sf "'Hv.r:ctr ASD load depending on centermates and locking rod configuration for the Created by independent Third Party:Yes 'HV3 blade,8'-0"for+64,-72 p.s.f.load for HV blade for Keystone mountings 7'-0'for+75,-75 p.s.f,for metals stud mountings and 8'•0" for 110 p.s.f.for HVS and HV1A working In unison.See sheets 7,11 and 20 respectively of Installation drawings for otherspans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(tap and (Non-HVHZ)•Orw9 15.084 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No _Ft.3R9 R8 It A.S.S.A.INC. 0RWG,15.084.n0r 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 Evaluation Reports Others Large missile.Max.1610"span at 30 p.s.r ASO load for Blade 1 Ft 189 Rp AF A.S..S A.INC ;>r°R ORVIC7,15,n94 ny.r and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively Contact Us::1940 Horth Monroe Street,Tallahassee Ft 32399 Phone;850.487.1824 The State of Florida is an AA/EEO employer.Copyrfght 2007-7013 State of Florida.::Privacy Statement::Attessibility Statement:;Rnf;md Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to is public-records request,do not send electronic mail to this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please Contact 850.40'1.1395."Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licences licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please clkk b&ED_• product Approval A",IM j le-SI http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEV.XQwtDgvYYHH2vJvx5... 7/16/201.5 GENEPAL NOMS 1.SERTIA HUCT N.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODEVALUATION DOCUMENT(P.ED.)HAS BEEN VERIFIED FOR COMPLL9=DI ACCORDANLT.WITH THE 2014(5tH EDITION)OF THE FLORIDA NG BUILON. THIS ACCARDFSN SHUTTER SYSTEM SHALL NOT BE INSTALLED AT ITCH VELOCITY HURRICANE ZONES. DESIGN WINO LOADS SHALL BE DETfRMYfD AS PER SECTION 1620 OF TETE ABOVE MENTIONED COOS,FOR A BASIC HIND SPEED REOUTIED BY THE JURISOCTGN WHERE SHUTTER%%L TABLE OF CONTENTS BE BOX=WITH A DIRECTIONAL Y FACTOR Kd-OILS,USING ASS:7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASA)DESIGN PRESSURE RATINGS DaCATED ON SHEETS 11 THRU 15,19&20. N ORDER TO VERIFY INE ABOVE COHINIICN.ULTIMATE DESIGN WIND LOADS DEIERUNED PER ASCE 7-10 SHALL BE FRET REDUCED TO AS.D.DESIGN WIRD LOADS AREA•i- HV BLADES 0 dt QA BY MULTIPMC THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX(AS.D)DESIGN PRESSURE RATTNGS INDICATED 04 SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER 70 VERIFY THAT COMPONENTS AND ANCHORS ON THIS P,EO:,AS TESTED,WERE NOT OVER STRESSED.A 33 R INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND WRATION FA„^MR 00-1.60 WAS USED FOR VERIFICATION OF FASTENERS N WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 B M HNACCORDION SHUTTER SYSFEN'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER T1PIC.VL SHUTTER ASSEMBLY 36-44 SHEET 4 TYPICAL WWDOW BLADE&WINDOW DETAIL -HEV EAADEO (0214.01--03,10715.01-03.11004.01-05./1214A1-05.10317.712-06.{0600.01-10 AND(0210.01-11 AS PER TAS-201•TAS-202 AND TA.-203 PROTOCOLS AND ASM E-1886 AREA - HV 8 (Tj)AND HV WINDOW MQF AND E-1996 STANDARDS(MISSILE ALVEI.D,WIND ZONES 1.2&3)&11220.01-10 AS PER TAS 201,203&20.E PROTOCOLS WAGE LOSSDE (WHERE-APPLICAt3LE) -IN WINDOW BLADE 9 10505.01-64 A5 PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WILD ZONES I.2,3)BASIC PROTECTION ONLY AND 1 0725.01-88 As PER TAS 2D2 PROTOCOL MCAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CMCRETE/BLOCK SHEET 6 2.HV BLADE(D AND HV WINDOW BLADE ® ARE ER DWEERED TO WORK N UNISON MDI EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,COHCRETE/MoCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(NN SCREWS).USED AT GLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114n2.75'AND 1140.7Y RESPECTIVELY.410-HT MINIFLM SERIES C?RERMATE DETAILS W SHETT B STAINLESS STEEL SCREWS WITH 135.0 W VIED STRENGTH AND 180 Hai TENSILE STRENGTH.P.NS SHALL BE COATED WITH DFRTNA HV DACROSIEIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPUCATOR5.REGISTERED WITH A BICNN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV LARKING ON THEIR HEAD. 4.ALL ALUW,WM .FXitUSIWRS.901L BE ALUMINUM ASSOCIATION ASDY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-16 ALLOY IS 30.0 Ira AND 35.7 W.FOR ENC)CONNECTION DETAILS 1-6,OONOP.E'TP,V8t5CK SHEET lO .6005-15 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE.&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A'S?SERIES OR CORROSION RESISTANT COATED GUY604 STEEL AS PER OIN 50018 WTH 50 Hsi UK YIELD STRENGTH AND 90 k.1 MW.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.33.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET ISI S.DOLTS 70 SE ASTM.0-307 GALYANRED STEEL-OR ANSI 304 OR 316 STRtr"5 STAINLESS STEEL WITH 35 Id L0NIHUY YIELD STItENLTH ANCHOR SCHEDULE-WOOD SHELF 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPEC ICATIOR:EN BLADE O' : 12,13,14,75 AND 20 INSTALLATION DETAILS U-RC WOOD SHEET 16 HV BLADE Q&Q WORKING N!D!lSOA: 12,13&15 INSTALLATION DETAILS S-X WOOD SHEET 17 R THIS BERTHA H.V ACCORDHIN SHUTTER SYSTE'U BEARS A US.PATENT/G'779,582.COMPONENTS OF THIS APPP.OVAL ATC COVERED.N WHOLE OR N PART BY US.PATENT 15.458,179 ISSUED TO EASTERN END CONNECTION VETWIS 7-12&X,WOW SHEET 16 UEIAL SUPPLY.INC. 9.IT SHALL eE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE.CONTRACTOR 70 SFAI/CAU'LK AREA 3; HV WINDOW SLADE 0 ONLY ALL SHUTTER COUPONENT EDGES WHICH REMAIN,7HRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT MND/RAN INTRUSION, TYPMAI SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEM PERURMB LABEL INA VA70I.E PLACE WITH WARNING NOTE DURING PERIODS OF INRWCANE WARNINGS 1KWE OWNER,To4kir.OR DINERS,MUST PROPERLY CLOSE ALL 1N AND NO CENNTEIAIES TWO ENGAGE OR LOCK ALL IN AND HD LOOS. AREA 4. HV WINDOW BATF nONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED CH A READILY V673LE LOCATAN AT ACCORDION SHUTTER N A.^COR *ICE WITH SECTION 17tD.B.3 OF FLORIDA BUILONG CODE ONE IABE L SHALL SE INSTALLATION DETAINS.METAL SND WALLS SHEET 20 PLACED FCR EVERY OPENIN`.LABELING TO COMPLY WITH SECTION 1710.&2 OF THE FLORIDA BUILDING CODE 12.BERTHA HV.ACCORDION SHUTTER SYSTBA•S UWALAT1ON SHALL COMY WITH SPECS INDICATED N THOS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURSOI.^.TIOH WHERE PERMIT IS APPLIED TO. 13,(0)THIS P.E.D.PREPARED BY IHS ENGINEER IS GEN&C AND DOES HOT PROVIDE INFORMATION FOR A SUE SPcCM PROJECT;I-WHERE THE SITE CONDITIONS DEVIATE FROU THE P.EO. (5)CONTRACTOR TO DE RESPONSIBLE FOR THE SEIECIKT.V,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THS PRODUCT.BASED ON THIS P.E.D.PRO MED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THUS DDCUMJNT.CONSTRUCTION SAFETY AT SHE IS THE CON RAC7GR5 RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY ht£VVNS. (d)SITE SPECIFIC MOJECIS SHAT BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MLL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PEA.ENGINEER OF RECORD,AGIDN'AS A DELEGATED ENGINEER TO THE P.E.O.ENWNEER,SHALL SUBLIT TO THS IATTTR THE SITE SPECIFIC DRAWJK.S FOR RENEW. Ce)OIGi1MAL REO.SHALL BEAR THE DATE AND C 77HAL SELL.AND SX.TNATURE CF THE PROFESSIONAL ENGtNEER O RECORD THAT PREPARED T. III FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `VVVVAV I? A.r/�VfVVry� Q 2015 EASTERN METAL SUPPLY.INC. �p ..1 cf BERTHA HV 0� 0 A Accordion Shutter System ICY .BLADE#1 W1 CR W/0 RV.WNWN BADE o: r1`; = American Strutter Systems 1}� i1LL1T TESTING tc ENGINEERING COMPANY y DEGCP.'FTION 0,11[ DRAAN TTY: N,E. ox Association. Inc. I OLD 11-192 4/13/15 Qu 4/13/i 5 assn N.N.3503 5 :.305.v.sxA GN2Ts.ra+Q+ASI& Tm�,,A:(305}871-1530.FbA:(w5)6r+-LIST 4268 WestroodD Drive 2 West Palm Beach, FL 33M107 y DRAWING No ,AAs/Q•........�`� $GG047, 15-085 VA/Y NAL?.111010 WALTER A TOUT J+.PX4 P.E. SEA1.nL'L URE/DATE naRa Lc;.4IG7 s SHEET 6 1 OF 20 �7 )••FOR mom RIO[ . vInE, _1 491• � ��� xo �' 1454• o g-37 Al a0 5 COVERED UNDER US PATENT 5458179 QHV UNIVERSAL FLOATER -'�• OUALIFlED FOR USE Wf HV BLADE tO 4 HV DIRECTH I�A HV WINDOW DLADE* 6005-75 ALLOY AND TEMPER QUALIFIED FOR usE W 1N 6063-76 ALLOY AND TEMPER y� 'SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 6063-TS ALLOY At BLADE 1 TEMPER 6063-T6 ALLOY AND TEMPER -.-A _ 1 ,f. a zs7a• 5%' r r - .994•' - 1 oDr 670- 2.226- 72 M.920 f• g 4 r •obi. .816• A92- ' O7 HV ADJ. ADAPTER W/UP +375 (1072- �.." 0.07_ 3. 6- - - Ol1ALIRED FOR USE W/ NJ �fH( WALK-OVER TRACK HV ADJ. BLADE 1(} QUALIFIED FOR USE W/ HV 9)14V TRENCH TRACK �- 6063-16 ALLOY AND TEMPERBLkDE 1 QUALIFIED FOR USE W/LN QUAD c RUSE Wf HV 6063-16 ALLOY q TEMPER BLADEQ)ONLY. HY RAINGUARD BIADEAQ 0063-T6 ALLOY AND TEMPER QUALIFIED FOR U HV E W/ 5063-T6 ALLOY niiD TEMPER y�'+=L'+ t936' 9BLADE i• 1.915- VARES 1 _6• 6063-T6 ALLAY D TEMPER • 1.917'� OD8]• 083• '� �i C8J• p93' n I +a_....._J .._._-..... .100' I- I_� `0'-93• - .125• .060• ^n� i••I.G 670 0 .093' .091_• .06,. � -- ' t 6701 86•1,6 0,%A, 670 r 11 _V CEILING HV HEADER/SILL O HD CEING HEADER/SILL -"- 0 IRED FOR U§E W HV BLADE T ONLY. OUALFIED FOR USE W` HV GI 1 ONLY (� 6063-T6 ALLOY at+D TEMPER QUAUFIED FQR USE w/FIV BLADE - 14 HD WALL HEADER/SIlL SEE SECTIONS FOR VALIDITY- SEF. SECTIONS FOR VAUOf7Y. QUALIFIED FOR USE W/ HV 6063-16 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(ONLY. 6063-TG ALLOY AND TEMPER t COMPONENT A a T1 :2 % Y t X YFCtt L � � 2' s•wxl 1/6' t/s• a- � 3• Io.D9D• _ IB 2• 5•MAX.10.192* 0.192• SIDE ANGLES �' 20 CORNER POSTS OUAUFIED FOR USE Wf W ALUMINUM ANGLES 1Cs<'i 2,5• 7•MAX.;,0.19o• 0.190• BLADE OUAIIFlED F0�USE Yl/HV + OUPI3FIEDFOR 8�`USE W/ NV 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. I t 6063-T6 ALLOY AND 1EMPER 2• S•LL5%.T 0.139" 0.131• 6063-TS ALLOY AND TEMPER I1.0RDA BUILDING CODE(Non High Velocity Hurricane Zone `,.��� P• (�j4i,� 0 2015 EASTERN METAL SUPPLY,INC. rIC Q� .....Tit ---— BERTHA ��ENS c�•. p Accordion Shutter System ••=L E�r 1Ne. �� )♦ ■�■ TLV.wx#1 W/OR W/o Kv.wNwIN HAM *= American Shutter Systems *; P///T.rt/�(' = TILUT TESTING&ENGINEERING COMPANY y oaawNaa TUT[ L'suax ar: I '•. S1ATE Of :'�` 6753 x1Y.3UN 9.,9e.'W,W4WrA G.VMCNSs FLORM M Association. Inc, i I OLD 11-192 1/Is/1s alT& -4113/15 (305}651-1530.ra:13 }671-1131 4268 Westroods Drive 2 I D(?AWIkG No 'ttORO"::���.� 4 r-o0amcoa West Palm SLoch, FL 33407 s 1 ro�IF ``` R.l'TFRDA Tgt1T71Jr.P.E . 15-085 P.E. 917W@6 10A)RE/DATE fLORCA G_p 44T67 1 51 SHEET s1 OF 20 :560• .829' 74 93• _ r 1�'-I0,1 _ 14'-70 CASE .745 I SA� SA P� &3• •.•- o • w u ITP.) IICICI9C0 4Y{431C LNYm. P.e� • 1 • I.4 , © _ m IlYfm PA'M7D • r n e __ ._ P.4 't 1 .�� Latus aTnaa ...Baas""M i 1 KITS So4tp+E (Oas11E P.,7= �, I 21 HV C NTERMATE L___ SI " �- HY LOCK HV EGRESS LOCK OUPUFIEO FOR USE W/HV BLADE 1Q&®ONLY _ SE W/EIV QUALIFIED FOR USE W/ FN 6063-T6 ALLOY AND TEMPER LEO FOR USE LO FA FLOATING BLADE 1 & 1 pNLY � L IN 1 &el-, . BLADE 1Q&®ONLY. 6063-T6 ALLOY AND TEMPER AU(6Or3-T6 4t7`ND TE TI' 7 ONLY 7s' 6003-T6 ALLOT AtiO TEMPER PLASTIC IIA' 18' 1.156' 4.Oa5' 2� M0.D 7.07' 1753' AmR RNEDNG O� FPd. �i ��• + BEFORE METLNG • � 4"e-20 RIVNUT' S.S.SSTHUMBSCREW 1 *sam 944a AAArx"(2024-T3 Atl"LA=FUNCE TI£1 of 111 >?W ADISaO.FART P 6320.AS IIAI.VRZ-,W=BY AVDLL �•'^^--4 ��� ���t� yT�• CHOW TOSM4 PV=PPalr.NEW JOF7.Y 07!54 OR[CLLQ PWI `T mma a7•YAIYYi HV MAL." " C 4.5bb' _ LOCKER FOR "T" LOCK CENTERMATE OUAUFI£D FOR USE W/HV BLADE 1)ONLY q4 HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK ® HV ALTERNATIVE LACK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/HV BLADE 1DONLY QUALIFIED FOR USE W/HV BLADE(1�ONLY WIHV BLADE'1 ONLY. 61.ADE(D1 ONLY. 5063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEBB�- 1:917 i 3.161 0S3• -•,•(" I i -t C771NLER OR .214' .11,3 =.a`iY tG0 ItFY CYlV81ET7 •214' - ._S• .545' I 0.075'vn. t, 1.123'Moi HD CENTERMATE Mf/ NO OCKINQ RO HD CENTERM RODm o 0 OUAUFJED FOR USE W/W BLADE(j)&c A QUALIFIED FOR USE W/ HV SIADE 1 & rS 1 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER VAMES,12'MLI. 6UAL3FTED FOR USE W/ BLADE(1 GD63 R1-16 ALLOY AND TEMPER I �T},LINBIUItr4 (SW M M7ALSIle..l2 �� tlf2' O CrUNOOR 1OR KEY MIND R • 7-EY,/4'0 1.78•Noa. LOCKING ROD m _ ,/4.0 HD LOCK Quwnm rOR USE W/FEY BLADE W$"Pt-16 ACETAL I 1 HV 1J4" Sb-20 AISI 304 6Y REGENT HARDWARE MORTISE LOCKS SERIES 2333 NOOK DOLT LOCK. 6063-T6 ALLAY AND TEMPER Cv:J '�41RIES S.S. THUMBSCREWS QUALIFIED FOR USE W/W BLADE 1(D& DRILLEDTRACKSLL REQUIRE A 7FOR PROPER EkB�A1LNi QUALIFIED f B /1 rr BLADE�T OLE QUALIFIED FOR USE W/IN BLADE 7Q FLORIDA BUILDING CODE(Non Hi h Velocity Hurricane Zone N311,F lk• "G 0 I015 EASTERN UEEAL StPPLY,INC.��OENSF'�'9 ` BERTHA HVTM IL E C O INC. A■S■S■A■ Accordion Shutter System KV.HAGS#1 W/OR W/0 ILK WfWY BADE k f•/� f :rr= American Shutter Systems CV.N.' oEsCWMZ w,rz I We N DY: WL TILLIT TESTING& ENGINEERING COMPANY „O•, kr A'JSOCIOtIOnr Inc. t OLD 11-182 4/13/15 MT, 4/13/15 Osi9 N.N.36m.Si.SL>.J85.WIC7FA r.6"ihT6,Fl. S7, -:�'{j�---EL1JRL�(•y� n,�w:{3cs}x7,;530.Fos:(3asls7,-+u1 4.268 Westroads Drive z .... a-ma': a:x000w.cam 'Nest Palm Beach, FL 33407 3 OR15—No �O � WALT �",.RE 4 15-085 itOaM Lie.r a4%a 3 _ SliEEr P.E. SEAL/SIGNATURE/DATE b 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3fa. HV M HV t�A 12•u7N. CE 41 I To BLAS r �szs Q HV BLADE t ® FN BLADE 1A I �„ \I' 1W WNDM BLADE .aszs' u,._,.., rias .0625• ® HV LONG RECESSED NYLON BUSHINGY + 8 III K UC E •o avoar+ ' 06�,.�.ta75' (Tty) 0.062 HV SNORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER (DOR(g) ya I I MT PORil0t1 Rl.t/� HV WHEEL CARRIAGE AISI 302-303 SERIES ,1 I I 4'. I ' A. 750" X 0.370'x3/16'THICK NYLON WHEEL. a I � -`% n I" `�-� `�1 2 71a'MN. /�� H�'�'� 0.188'0 ASI 302.SERIES S.S. RIVETS 3t6'e SEPI f as eEr*EEN .o6xa-yt a2s• .3,7500• ® HV t 3/4'ACCORDION PIN W/ �a HEAD * EXTERIORLY t1J; 0?Dir,BLAD- 1 t 5 1/4. 1TY 2 3/4'ACCORDION PiN W/�8 HEAD 'K -� 411 3,7;• h ,cLre rzrs:€;LLa,+., .7500• +2 1/4 nav4r+0x ® POLYCARBONATE IMPACT RESISTANT HV WINDOW ( j ' I ; ft—m TYPICAL HV WINDOW BLADE AND a I.....-I © j POLYCARBONATE HV WINDOW DETAIL ©OR 4 or ®3 t ( MIS, fVEE E HOTE FOR 1ODIAEYEHTS) OOR® *POLYCARBONATE IMPACT RF%I%rANT HV 1'1 N- BAYER MAKROLON 3103 POLYCARBONATE If I ;y Nub. RESINS, UV-S.ABIUZCD GRADE OR SABIC * � 4 To BLADE INNOVATIVE PLASTIC LEXAN 103 RESIN O oR ! i (sem NOTE 'P oN SH---ET ls). LL (1) HV PIN 0 SHALL ALWAYS DE USED AT ALL EXT`e.RIOR 3�- Q BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lU OR m� I I � ~" i I POLYCARBONATE SOURCES FOR 4 HV 1 TOGLACE. EXTERIOR TYPICAL SHUTTER ASSEMBLY N T.S0prek�AT (2) HV PLN E MAY BE USED IN LIEU OF(9 AND ONLY Al ISH© lRODm" ' EXTERIOR BOTTOM KNUCKLES OF FIV ACCORDION SYSTEM W/ HV(2) C0324 } BLADE'S KNVC7(LE. SCZeL m�wa BLADE WHEN CORRESPONDING TO INSTILLATION "[11". SHEET 7. l ( InR ea3 T q come Am on: 000 oA' so0 ro� REOUIREkENiS) -m6"T- � , ,oc�i[rca s'wtiro as+++Ecu o,+ro PaA a,w0 oau NDaiRA Si2pF'It+Al T210 ASfY Oi96 +250D Dai, +Ahad Pal. (3) HV PIN @ OR ®W/ 1/2` O.D. 1/16" THICK S.S. WASHER O ay/ : ' i�l , n 41SYDW ,,�PaA tea„ SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. ��ps��r FI. hebm SHEET ® i i Nam®cc0 + AMI CM MELWHEEL CARRIAGE DETAIL v o ^ atm 02M A EMBLY LAYOUT Riir or 00�+a+0 A,.0 o0s3 c-1 aAs a-+CLAM N.. f+4f rJY:10N AIM O+YA IMV Cb]Y SFATILBffi ASIY CIO 11xrr 5DID.-N M= Asu= �m Pal oaw Pai. HV BLADE SOLID HV WINDOW BLADE DETAILS ar°""L �" "� S' a• N.1�.. FLORIOA BUILDING CON(Non High Velocity Hurricane Zone No1"`1\,IER A.jj % 0 20,5 EAsmgN urrAL.sURPLY,Inc. 'L10EN <<�j'�� BERTHA HVTM C --- _ �—EL a—mc A,S,S,� Accordion Shutter System KV RADE#f1 W/OR W/o KV VWNDON aAX Amarlcon ShuHer Systems 0csc nDacu a.rz awww,Br, ML _ TILUT TESTING ENGINEERING COMPANY Assocloflon, Inc. + eLD 71-792 . 4/13/75 63,55 xn.iw r a.US.MC—cwu L nrrai u+0 /13/,5 Lu a Pixn<:t3os)s7,-,530.Fo.:(30W)87+-153+ 47,6$ Westroods Drive a DRAWING N0 FJ ..ORION .:'<(`�;� 0-mot w:mo 3,.a West P01m Beach, FL 33407 �!3oijp�Eys�.� wF r3,ORVA L�i� ,P 15-085 P.E.�ftV61;t KRE/DATE SHEET OF 20 • *NOTES ON HV LACKS AND CENTERMATES: A 0 C 0 • Y N S i U 7.MANDATORY OO8Drt12Ne ONE FT✓LOCK IF SHUTTER�or 0 SRALL BE USED AT //2�SHUTTER SPAN FOR ANY SPAN OR 12'ABPAE OR BF,7., 1L2�Y BE USED AS AHSPAN F�TSIDE OR SPANS UOUT9DE LOCK,ATTKHm TpP TO IOV.AND FOR IAWL S,(T ANY ELEVATION.FN LOCK �'1 Q,� �7i CENTER'MTES W/(2) 114'0-20 x 1/27 LONG FLAT HEAD S.S.M.S.LOCATION OF I=SKA L BE AS INDICATED ON OQOQ _ TYPICAL SHUTTER ELEVATION. 2.OM209 POU030 ft IF DESRFD,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO FN LO OR KS SHAL BE AS INDICATED BJ USEDON AS AN INSEE T}D BE OR OUTSIDE LOO.CONNECN OF LOCKS TO cENTERMATTS LOCA ON OF LOCKS SKULL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. ^� 42 IS Usm W.V_taCKsl:LOCKING RODS ARE NOT RECUIRED AT�UR ICANE POSITION,BLIT MAY X36 Da{SO.0 0.%■ "W"� MAYBEUSED IBE USED AT STACKING (NON MA CAMELOCKING CKIN RODS 4�'OR AN ALTERNATIVE DEVICE <.YATWTORI'CONDITION i2.ONE FN LOCK BE USED AT CORNER CENTERMATES FOR bW SPAN a@ ty it AND MSFMUTIOHS AT ANY ELEVATION.HV LOCK or SSF4V.1 BE USm AS AN OUTSICE DR INSIDE LOCK, ATTACIDD 70CORNER CENfELMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOGGING RODS AT TOP&BD M SHALL BE USED.LOCATION OF LOLL SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTE?SPAN SHALL BE DDETTERMINEO AS PER SCHEDULES SHOWN ON SHEET 12. N� p33 �Qz:ONE ALTEIWATE HY LOCK MAY BE IN LIEU OF HV LACK or FOR ANY SPAN AYO 'A° Yt 'S"ALATIONS AT ANY ELEVATION.AL ERNATE LOCK P3 MAY BE USED AS All DE OR OUTSIDE LOCK.ATTACHMENT �= OF 1/eO-204/4'S.S.THUMBSCREW TO®OR @ CENTERMATES SHALL BE MADE W/1/4'0-26x3/4'ALUM. bgY RNMJF AS SHOWN ON SECTION HVE,SHEET&ONE LOCK SHALL BE USED AT 1/2-OF SHUTTER SPAN OR TWO UEND ' C` LOGICS AT lf3 OF SHUTTER SPAN. B.MAM INTORY CONDITION�3 FOR KF_'fSTd1F YOLKTf+N=WWI ATNkT- ONE HV LOCK or or SHALL.BE USED AT 1/2 Or'SHUTTER SPAN fDR ANT'SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96,AND FOR USSFALLANONS AT ANY ELEVATION.HY LOCK 18 or @ or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO et or 0 SYMLNETRICAL cENTERMATE'9 w/(2) 1/4'-20 x 1/2-LONG FLAT NEA;SSS:E P M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL'SHUTTER FILVAPON. USE OF LOOKING RODS�W/ CONNECRON 1 OR<9 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D r E N i A K o' Y 0 ■ Y N x SNLI:TTS/O& 1TB W.FUL " *NOTES ON HV `T' LOCKS AND CENTERMATES: OF CORNER 1 •'tBAm'tDD,�.......`._ CENTERMATE ONE ALTERNATE FIV'f'LOCK 6d MAY BE 11h�AL1ID IN LIEU OF HV LOCKS t OR FOR ANY SPAN AND 1�wm®•�oo®Q 10 o' I STALLATION AT ANY ELEVA7R.+TN.AL TE LUCK(SO T.NY BE USED AS AN INSIDE OR IDE LOCK ATTACHMENT h"��n� OF LOCK®INCLUDES USING REINFORCING LOC ,AS SHOWN ON SECf10N HUG,SHEET 9,WHICH MUST BE 10' 5«`i •@J l.'I`lJ CWBNECTED TO canvoMTES @ AND @ W/ 1/4.0-20 1 1/2'LOGY'S.S.THREADED BOLT W/7/000 x 3/32' MAXIMUM Alm AND1BELOWiMIRSPAN.USE OF TWO LOCKING RODS.l O AND BOTOM IS MMA•DATORYLED AT PAN�12' ®• �t�9•�f31aV•T �■(t 3�• *NOTESN HD LOCKS & Ct ES: 1.NO LOCK W/HD N:f?flFR1NATE5 3 OR W/'�ll :ONE ALTERNATE NO LOCK®MAYBE USED ON LIEU OF CAL 1 HV BLADE SHUTTER ELEVATIO IN LOGICS OR W FOR ANY SPAN AND IA'STALLATIONS AT ANY ELEVATON:ALTERNATE HD LOCK 0 MAY BE USED AS AN INSIDE OR AIRSIDE LOCK.ATIA04MENT OF HD LOOK 0 TO5 W/3 18 x 3/8'F.H.SSJN.S.,AND INCLUDES '• REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS HDB-HUB A`D SH E T 10.LOCK MAY BE INSTALLED AT MCDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOC'KLM,^RODS'S@' IS COMPLETELY oPnONAL COon High Velocity uFTiccne ne `�`;`rCR A.TI(CJ•4� 2m:ASTERN METAL SUPPLY,INC. r�= BERTHA HVTM A S S a Accordion Shutter System IL EC O .NI:. ■ / Kv a enE#1 w/CR w/o KV.tiMwow til KDE T1LL.IT TESTING k ENGINEERING COMPANY American ShUN9f SYSieFn3 VALE DRAWNW. VL o: Association, Inc. , NND 11-192 4/13/16 wE 4/13/15 STATE OF E3 3 xV.xx •e ¢•�.ws,wra.c+asns naan.aA+ t Pal Beach. L 33 x ) DRAWING No r%r'•, �Ury1V' a-mm?:4"(ecWoolcom �`e -0oo571s West Fo1m each, FL 33407 ; 15-085 AAir,O�ONAL E�,�1.+` D U"00 4.157 5 SKEET P.E. SEAt)3GliidE/DATE 5 5 OF 20 POURED CONCRETE ANCfORsCONCR t IJlL GUM .O REQUIRED (SEE saEatAE 0H sNDcr u) i roc fu r 1 OR mmHG 1 m IAAa 1 9>4nuE at srn hs>z xlmuc REOLn D y..- EDCE OF `ur s m,D _ ..._ x j r F E Dc51eRG tAraaO)a� 4 I•'t:a '.c- c 9 Um_," a a1Ar n) ALTEa�EAr ;; - oasn l ANCHOR wim lA:T110Ni i 11 /10+3!4'MY WASHER HEAD J/8tA,. TFK Sam O 12'O.C. DGE OF � 6J/e (SM CRE AULE O 5 8APPLICABLE `l, 7 (SFE 5CTiE0ULE ON SHEET 13)EDGE Of— suis a�53/8IFOF IlPPUCIALE FLIT FZAD CONCRETE ARMORS // E �'�O's� , PoORED .._.., ..__.......... CONCRETE� L °. Pop (SEE SOCEOULE ON SHEET 14) CCNCFOE -S st ears mAx(D" Im tux,19 NN 1 OR 0G CONQHTE FLIT HEAD CONCRETE ANCHORS xA�tDa� tEtaRtttED E D" -E o (SEE SCHED'JRE OR7 51REET i+) I1 .TRENCH INSTALLATION QAUD oNLY Cop UP m+70.-Ts Ps> ws D. HV FLOOR INSTALLATION t J)HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING h FOR SPANS PER H S SCHEDUu:p3, sHErr it 1 F51 NG Roc Atp+tea¢.I CONCRETE ANnwRS m `s}�EE tisON7 y+e m+Dnnxux wmr /• a qac n — iEDkILE w DA nm 0 F?]LASS 4n•tl ' ptGLASS---i„y�.xNu ro aw I 1 GIA.SS�-� rxmt wcVl+/4-0 FCWM w W/ i 714, CLASS�; r GLASS '^f>S tDNAx'w afC tt1 __—'^(Jl YAf. gPWeata t'7 f J/{'p T[I[�LRM O 4' Mz waDuc b. ,q I RC RR UP lO 6'-d'9+N NO ���QQQ ISR WRNS tARGM DrN FI . Ta f_e YKE AMY Mo //7 77t VV s'uixR a Ewn ria�Dmr Icen aPa(�NCE»v19Fi71 L— ,!z a!b MAX TEK SCREWS, 61{CREW HE%HFJ(t�f t I t tI4'hjOtJI4'$$yi SEK SCREWS O 9'O.C. {19:3/4•SA.S. 1/4- w 4 ''jj l.-1t.rr6 t/4'r-2J NyfS OR 1!+'o-zD S.S.Cas ONCi TE ANCHORS 6 . 7J J -- ;I�� N/NDI O 9'O.C. ` (SEE SCNEWJRE ON 1 O 9.O.C 1.4 Max. 7 SKEET 14) I :�: I?s HON StROCRP/L J{aR.______ 17 at 18 /y-• .,•_J 17 18 'T� 1I2.00'NIFL:a EDGE OF t•�• ED. srU SU1B 114 4-F11.SDS. r N6'1. 1 8's Jl p/i APPLICABLE 1 CONCAETE.WCHOf25 NOTE 1J(b) O 9'O.C. = Kam ��E D POURED C07XStflE—' (SEE SCIEOLTE ON ON SHEET i I`VSEE NATE 13(b) „'; �:� r. OR CONCRETE BRAC( SHEET 14) OR CON RETE ERE ON SN'�r 1 w _.../..../_.._. REO TRED OR CONCRETE BLQ^!C �� REouIam �KEYSTONE MOUNTING INSTALLATION CONP HV WALL FLOOR INSTALLATION a HV WALL WALK-OVER INSTALLATION{ RA1°aA1 A�003 P'=Xa.+-n a IIA(YW SMTMD SPM W-4, GUARD 1 S TIO N=FOR C°4R:NAWN OF S£,(:11C>p15: REMOVABLE WREN PERFORN9 • ( D.m EDGE 0lSIA+CE ,ADJACENT TO AN OPERAIR EXIT 4 SEE WRA11aNs OF USE FOR ,_ESEEUB��` , (SEE sPELETATMHS ><R S1EET,3, OR ENTRANCE aN SHEET" INSTALLATION DETAILS W j 1 HV BLADE u�I�°w ria swCtl01T Aim INSTAUAn«�r© FLORIDA BUILDING CODE(Mon Nigh Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVita A S S A Accordion Shutter System L ECO 6 W c. ■ ■ ■ KY.IIADE$1 W/OR W/0 KK vd=N� American Shutter Systems DFSCRVi1CH oarT DRAW„ITf: MJ. STILIJT TESTING& ENGINEERING COMPANY TATE UE c'•, :w s,.sos GAe rrs,rl 'A s:' Association, Inc. 1 OLD 11-142 {/1311s wn al13/1s { �-- r PN t:(sos}er1-TssO.Fox:"=871 15,17 4268 Weslroacs Drive 2 DRAWING !lo '. ♦ r-�bTumo x�<a West Palm Beach. FL 33407 s FSS ....t E8-0005719 15-085 �orati�Y,,,,• WALTER A'9UX Jr.P.E. P.E. SEAL'J51GNAfURE/DATE ROR°A 4..6 4{t 67 s SH7ET OF 20 SEL NOES 04 LOWn RWS@.W LOCKS@ v0 T I N STA LLAT I O N S W/ 7 H V AY0 ALTOWATE IN LOCK®ON SMELT S OUT fle IN r �s>'NG cLUS ** IXADC SAM f/ Qq ALL BLADE W HV CENTERMATES �`I ff IS Y�'M r CFN,Q3sME5 Ai•R1U7,Ot7 YdiFE L6Mf SEE END WALL CONNECTION 10•®°©•Ll'Q•lJ' DUSTING GIJw DETAILS ON SH 2'a2-�7JE'YJ'-2(om'Te/4'0 Baa. OPPOSING.Y+GiE W/(2)t/4Y TAPCONRETE t/2• a • SYMMETRYCAL7 u 7aWLunLLE L1, CEN RMATES cw/eorrou)& EI)N.SEPARA170N(q/to.,/x•sus.To AME /to a/4•s.Ns.o,2• W/ HV LOCK or 251 Ti MASS AT rACE AUCLB(TYP) o.C.ruLL LEHGIMa. W/ HV LOCK or �S* (SEE HEV 11) C 5 * 5* I N ON sHLer,7) � I t Q���®.(pap®m�ato•gym L" HVB OUT1 HVC to•�°R©•TL.:!•"t„J•®°t HVA EXIS1I14 GLASS -PmJitED CONCRETE CFI 7717 WALL --------'---------- 'TT�p'®oe-- ` REOf' ci�•®"�'®mrJg .©°' SJ(MMETRICAL IN v�����v��•�� M.v. srstinoN-- -. ... I- 8 • E}� 8• «1 5 'e ExIstIN CENTERM TES To cAss CLASS r, (SEE SC*SHEET 11) �— —w©;®— _ * ot W HV OCK 6 (N�SE1 RI ® ®�©g•®a t®,� ON sxE r,,, a WIN ST3'/i,Ar.ON TO G1A55 w®� (SLE SCHEDULE IN ®aNFL ) - ON SHEET TU .�• ) OUT ------/----- -_��--- ---------- i fI I 1......_.v _ _ !^� CHCREtE Miai�2S 4 ` VARr-S dO U T 6 1/2-lux SLACK -- ERR] @T (ExrEwLze, HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Ione glLitllt:ll(fy/ m 2015 VS7ERN Nc'TAL SUPPLY.INC. cti........../r'' BERTHA HVTM EN A S S Accordion Shutter System < - I L E C O �.t. ■ ■ ■ av 11AX pt W/OR who ILv.N1NJ(R,'aA!£ j r.1r Tt = Amertcon Shutter Systems OESCRYIIOK OATL Daw-I sr: "L *; - TILLIT TESTING& ENGINEERING COMPANY •4•• STATE OF .4 �611f'r- '' •r. n+33t 268 Wastton. Inc. , O2.D T 1-192 4/73/15.a..7: 4/13/15 e.:(3csWI-1531 4268 Westroads Drive z I DRWING No O,C fCOpIDP :�k.` Q-•_t:omcoom %Vest Palm i'','F••••........ Beach, FL 33.407 z •• G ' iI 15— 085 rAR TILUTb.P.E. t rUNM Lx (44167 sPE4SArJ �, � EIDATE SHEET OF 20 POURED CONCRETE POURED CONCRETE OR OR CONCRETE OR POURED OR RED CoIE��E CONCRETEWBLOCK WALL OLOCK WALL REQUIRED BOCK WALL REQUIEID -• BLOCK WALL REQUIRED `EXMr,G GLASS EXISTING GLASS 4AT HOR f^EXISTWG GLASS ( '7 _ - T Y UW EXtS>iNO GLASS OAC. ��J11 '�2-FNLTO CLASS(SEE —ADL SU%PATUL SOfDLRE ON r ' Yr1 SEPARATION 10 awR(SEEiEO I (b m dAss(SEE 15CF�UEE O ,Mf7AtE aN 1/15•:3•MAX- 'ON�1 ET9 FOR RJ a/uB m "1119fL'E mAo (6063-76)CONT. OADES Q7 h Q? OR U TD FUL 1 hnmAD en ON SEW 10 FUR ALUM.CLOSER /2' L910:7 TR EOR r 1 ftA06 O&SEDC jT BAI .L USE 1'OR Y MAK N. - --- #100/2"SAILS I 1 --- (AS APPUCABLga2•.1/8•.Q•-2• _---- 0 16.O.C. _:...-....-- 4 (6663NT5 ALLOY)Ar uiDHDcx� 4 , (2)I�9a01TAPCONS ANCHORRS TO i rj SEE DELOL X FT13J �'}� WALL AT 1'O.C.(LOCATE AT SLOE COhTEECtION DR 1LJ' EITHER SIDE OFD) 1 OR 1 OR SEE OETAA X fOR t OR & -TRACKS SIDE CSXOLECDON ®-Q•Q 6 •®- SEE DETAL X 0 6.T-8 10. TO TRACKS 6•7-8 0. ?, SNE COL.NECtKiN �jj^�°'O O ®' ®- �� Q7'.°' 0 ®-6.9-0.0- TO IRACHS V"'®°'�• '�©'©°" 6.7 • 6 7• 8• 6 o ©•o o ®' -6.T . g.T. 0 0 ©-o o �- �. o 0.6-0 0•�- ®•�-®•®�o-�- �•®a�.�.6- 50 ®-®®°�®-p�9 80®-®6•®®° OJp CONNECTION DETAIL 4 FNA CONNECTION DETAIL 70 END CONNECTION DETAIL 20 O s IREUtAtE9 DrNY FTM su+s caEnTDt Trull 12'-0 / POURED CONCRETE CONCRETE AOR L �Ua5TWG CUSS REQUIRED W=WALL CNG 4 1ra,�AanaL f, 1J2-sM. - y` _ -_--_-_� 573 o cASS DN m O T6 ` LCM TO STA(SEE V a b----_.._ -' ® ®OlR Oft N FOR EIA,CA. Ca 1/2•MRN, _________ �y aL'JED 19 FOR ANCHOR O _ 1 E1 AX(DA\9 _ VCR 1�OR@ CONCRETE 1 MALES(L)'&Q) 12.O.C. �/ - _.._ _ ..„_$ ON[NID6W19 FUR & 4 ______ ANCHOR 4 N S _ 11TH 2'MIN. Y IN./EO En UMTA710N5 QF'USE FUR s G ®oN sNEET 1s i at �oR 1®oR� VIEW Y 6-OR QN' DETAIL X � O O o'®'®' POURED CONCRETE 1M i OR v®•.Q 0-8 ,r� ®- �wv.�'®•''©•®- E LLAT ON CEINREQUIRED sL.oac wA,t , 0.0.6•®•0-®- 1 HV BLADE OR 1A HV WINDOW BLADE INTO REQUIRED �1 •�•©•®•©'N:F. e CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAILQ 50 6-Q�®•��•6 END CONNECTION DETAIL® © �®®P fLORiDA BUILDING CODE Non High Velocity NU(riCCtTe Zone ,,a``t(�F+.7I1 Ar'•,,, 02015 EASTERN METAL SUPPLY,INC. �CEE -'�Mi �.._. BERTHA HVTM CO �N�. A,S.S,A� Accordion Shutter System it_ American Shutter Systems U.�#1 w/at w/o HV utwUy aatE L 711LTf TESTING 8 ENGINEERING COMPANY DESCROWN DATE DRAIN Dr: u.L STATE-DF _ fLM NA ase s1..w,Jas,vaaau euu-r a Nuat sm A596Ctatton. Inc. a OLD 11-192 4/13/15 wTE' n/13Ji5 F^M*:(WS)871-1570.Fox:(-+05)671-1671 4263 westroads Drive 2 DEZ06NG No .�'.r'•. 0 a-awe:ta--ooax.c, west Palm Beach, FL 33407 3 15-085 P.E /,'rS4`St. ';�id%RE/GATE F ./441Q SHSH 0 OF 20 S H DUIF Al SCHEDULE A2 SCHmULE &3 MAXIMUM SHUTTER SPAN 'L+'OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*'L+' I ,UtaTtcr�IFrn:D �NlOT S, (ft.). FOR INSTALLATIONS W/ OR -L-- (t.)FOR R 'L (ft) INSTALLATIO#S _ S,0 &®or Or INSTALLATIONS W/ dal CONCRETE& WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ONE H.V,/ N ®or©or l�or ® g Wi ONE HV LOCKS MANSORY kiD LOCK-® L NO LOCKING RODS or ONE FN LOCK or or POSITIVE A.S.D.DESIGN PRESSURE RATING. CENTERIMTES®&®W/ONE HV'T' W/ NO LOCKING RODS OR W/NO LOCKING WALL A. B. C. D. E. M. N. 0, P. 0, q.5:MAX ALLOWABLE RATING. ���G� ® ODS MOUNTING F, K&L R, S, &V. LOCK®W/TWO LOCKING RODS®TOP & (SEP NOTES t,ti) n, FnR 110RIL1v+O (2)PROCEDURE TO DE11JME MAXIMUM SPAN FOR BOTTOM SEE NOTES t.it A� SHEET 7) FLOOR/CEILING G,H. I, 11,J T, U, W &X WALL MOUNTINGS(TOP/DO7'TOM)OR FLOOR/CEIUNGI CONCRETE&WOAD INSTALLATIONS V CONCRETE&WOOD CONCRETE MOUNTING 4C M Dew. �I n "U Dc r�I IASTALIA11ONS GIVEN A POSITIVE ASD..DESIGN PRESSURE KITING, 1WLQVS WALL MOUNTING n00R/COtALC � � FLooR/COIr uouMa+G DETERMINE MAXIMUM SPAN 1-+-FROM SCHEDULE rxlec MDUNRNG RITM A, GIVEN A NEGATIVE A.S.D.DESGN PRESSURE RATING, _ I.V ) floe" RQG xi uoUntHG DETERMINE M"UM SPAN'L--FROM SCHEDULE. L 4 (M L-J i�-(Q L-LW L 4 (Q) L-00 L. (U L-{p O MA)rUUM SHUTTER SPAN 1�OR 1-•FOR 30 OR 16'-D' 16'-0• 16'-0' 16'-0- 30 18-0' 76'-0' 30 18'-0• ;6'-O' INSTALLATIONS INTO WOOD SHAG.BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 15'-2' 5 -lc'-10' 105 0.if.AS.D,DESIGN PRESSURE KITINiMG. ,y DETERMINED SPAN BETWEEN 1r'0.W Z-'. 14'-10' 14'-10- 16'-0• 314'-7D' 35 15-2' 76'-ID". 40 13'-10- 13'-10' 14•-2' 15-2' 1 40 131-10• 13'-10' 40 14•-2• 15'-2• (3)PROCEDURE TO OCaMMINE MAXIMUM SPAN FOR 45 13'-1- tY-1' 13'-4' ta'-3' 45 13'-i' 13'-1- 45 13'-4• 14'-3' 't H4 CORNER CEMIAMATE/3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS -- W/FLOOR/CDUNG MOUNIINGS: 50 12•-5' 1Y-5- l2�-s_ fY-7' 50 12•-5' 12•-5• 50 _ 72*-3' .__13'-7' MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS 55 11'-10' 11'-10' 12•-1' 12'-17' 55 11•-10' 11,-TO' S5 11'-1' I1'-11• SHALL BE AS ET5,INDICATED ON NAN(NTQRr CONDITION{•2 FOR A GVEN POSITIVE AS.D.DESIGN PRESSURE NOTE 5,SHEET 5. 60 11•-4• 11'-'r it'-Y 12'-4' -�60 11'-4' il'-4' 60 70'-2• f0'-11' RATING: 65 10'-101 10'-10' 11.-1 65 10•-10' 10'-10' 65 9'-5' 10'-1' DETERMINE' 70 10'-6• t0'-6' iG'-9' 11'-5' 70 10'--6' 10•-6' 70 8'-9• 9-4' Lt+-MAX.SPAN FOR WALL/COUMOUNTN B MOUNTING ONS. _ _ Lrr-MAX.SPAN FOR F DOP./COILNO MOUNTING 75 ID'-1' :0'-1' 17-4- 17'-T 75 70'-7' S0'-1' 75 - 8'-4 •f'f'1Dtt3PT THAT MAXILOM SITJnER SPAN-L+-OR INSTALLATIONS. 80 9•-10• g'-10• 10•-D' 1D•-S' BO 9'-t0• 9•-10• 'LAND MA70MIL7 ASO.DMMG F'TSSS.SRE RATING FOR FOR A OVER NEGATIVE A.S.D.DESIGN PRESSURE 85 - - 9'-9' 10•-5' 85 9'-6' 9'.6' MKIAMONS INTO CONCRETE OR CONCRETE CLOCK RATING: S•-3' 9•-5' 10- 90 9'-3- 9'-3' SPVL.L IE LIMITED AS FOLLONS DETERMINE. 95 0'-0• B'-9' 9'-2' D'-10- 95 9'-0' 1- CONNECTIONS TO KEYSTONE MOUNnNG Lt-.MAX.SPAN FOR WALL.MOUNTING IMoNALLAT10NS. B•-4' LIMITED TO/�+64•72 P.a.f.AND 8'-0•SPAN, SEE L2--MUX.SPAN FOR FLOOR/COLING MOUNTING 100 8'-9• B'-4' 9'-D• 9•-T 700 e'-9' _ MOUNTING(DOW SHEET 7, INSTALLATIONS. 105 8'-T 7-11- 879' 9•-C 105 B'-7- J T-i 1' 110 -7' FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE :15 8T2- r-3- B•-4• B•-11' __7_Ts B-r-'r-3• SEPARATION TO GLASS SCHEDULE "mumeEnM.1 t'+-.-Lai,•u-';tiND U- -- ' _720 B'-D' 6' ' 8'-Y0'-9' i20-- B'-O' 6'-11' 125...-,. 7'-10' 6'--B• D'-D' W-5' :25 7'-.10' AILOWA6'-8- ._ (4) TO ANCHOR SCEtz.,.DIP,.E WITH FINAL MA7XIMUM FiIE SPAN 0.4b h'ECATTLE A5.0.DESIGN 130 7'-8• 6'-5' 7'-1 D' 81-11 130 7•-a• 6•-s• MINIMUM PRESSURE RATING TO OE(ENUINE MAXIMUM ANCHOR 135 T_T 6'-2' T-9' T-S• 735 r-r s•-z- WIND ZONE SPACING. 140 7'-5* s'-,T r-7• 7•-6' 140 _r-s s-n• ASTM E-1996 SEPARATION 145 7-3' 5'-9' 7'-5' 7'-3' .145 7'-3- TO GLASS 150 7'-< --F-B7- 150 7'-2' 6'-7- 155 r-o• s-,. -T--9 Mss 7'-0• a'-s' i THRU 3 7" 160 6'-11' 5-2' T-1' 6•-7' 180 6'-11' 165 V-10' S'-1" 7'-O' 6'-4' 165 6'-10' S'-1' 170 6•-9' 4'-ii" 6'-11' 6'-2' 175 6'-7' 4'-9• C -Io-9' 6 175 6'_7- 4'-9' H V BLADE 180 6'-6' 4'-8' 6'-8' S'-10' 180 6'-6' 4'-8- 185 6'-5' 4'-fi" 6'-T 5'-B' 185 4'-6' 190 6'-4• 4'-5' 6'-6' S•-6• 190 _ _._C. .._ .._4'-5- 195 4'-3' ,>QO 6._2. 4:-2.' -6•-4• 5.-3. ZW G•2"!._..4•-2. 6-7' 4•-1• FLORIDA BUnDING CODE(Non High Velocity Hurricane Zone 1ltpgp111111/rAr77AAAA 0 2015 Ek' METAL SUPPLY.INC . BERTHA H M C O Accordion Shutter Sy stemLI AS SA RV.aADE#T W/OR W/o KV wwaw DA)E TIWT TESTING & ENGINEERING COMPANY American Shullor Systems EV.ft DLSCRDIWN (LATE ORA.4 8r:M1Cy. G. a751 W.3w,St.sre.Ins.'RomcM:uts.rtcaa 331Association. Inc. : OLD 11-192 </13l15 oxrT 4/13/15 r --�- PAano:(4mWI-two.Fv:(305). I-15,71 4268 Westroads Drive 2 DRAWING No \� - Tg�ooa17 e West Palm Beach. FL 33407 3 ftGRID1~.=\`��� WAFL�TIUff U 1 4.16PZ 7 4 15-085 E/DATE 6 SH 11 OF 20 ut SPECIFICATIONS ON ANCHOR REQUIREMENiS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (3L ummiaas I:4&H ON WIMIS 6&7) 1.ANCHORS 70 SUBSTRATE SWILL BE AS FO L MS: Pw=M"=C CAQw=max POURED CON4ETE (N TO EXISTING POURED CONCRETE(Nin.FC-3 kw) WMN WALL SILL MOUNTING ©C@LJNG MOUNTING I H�FLOOR MOUNTING -1/4.6 TAKow OR TIWOCN WIN aW,wcED THReAmRu TVCHN =ANCHORS,As MANUFACTURED BY LT.W.SUMEx.(wl.fe-3 k.1 5>'AIANCHMISSPACING LArcWL1 -1/4'6 x 3/4'ALL PANTS SOUR-SET ANCHOFM AS DtSIFOBIIHID BY ALL POINTS SCM.SOLT&SPECIALTY COMPANY.(Um.rD -3 Hua) (n) ?Dm W&AE PRL a(0.76 MOM tID9M PEE=kW6 [Ed RMWE 14'.S9A0 FAtEY -T/a•0 BLUE TAP CONCRETE ANCHORS W/CV AS MANUFACTURED TTY FLORIDA FAST60M OBECT,DJC.(Nin re-2 W) 30 40 60 73 90 120160 265 30 40160175 12D 160 235130140160175 90 120 160 M TAPCON OR -1/4'0 TAPPER+ANCHORS AS"IffACIURED BY PCIhvS FASTENERS.INC..AND DVRBUFD BY ALL POM SCREW.EDU a S'PECNLTY TAPCON WITH ADYANCFD COMPANY OR ANY OTHER APP GVFD LICENSED OR ALnMR®VIENDOR RDCISIERED WADI TNR'ALIERICAN SHUTTER�VSTrSUS ASSOMTION.%r- U fi 0 9 e 8 6 14112 10 9 6 6 0 6 14 1 10 9 8 e 8 G THRFADtOFM TECIL4ClOGL' (1!a rc..3 kap 3'-0• 14 12 f0 9 0 8 6 6 14 12 tD 9 8 8 6 6 14 f2 10 9 9 8 6 0 111 F4'At/1S �- DR LEM /4 12 10 9 6 8 6 6 14 12 10 9 8 B 6 0 14 12 f0 2 8 B a S U'UC TAP W/CIP NOTES: t4 12 10 9 6 0 6 7 14 12 10 0 O B 0 8 14 12 10 9 B 8 6 6 A. VIHWUM EMBEDMENT INTO POURED CONCRETE OF TAPCDN OR TAPCON WITH ADVANCED THRE/7DEORM TECRNOLE 4Y ANCHOM AIA TAPPER+ 14 12 10 9 5 7 3733 11 12110 9 8 5 1 5 6 14 12 10 9 6 8 5 5 TAS+ A9NCIORS IS 1 3/4',AND FOR BLUE TIP W/CAP ANCHORS IS 1 1/Y. 4--0' 14 12 10 9 8 B 6 0 14 12 10 9 6 5 6 0 14 Ix 10 9 a 8 6 15 14 12 10 9 8 8 6 4 /4 12 10 9 a 8 0 45 14 12 10 9 8 9 4 33 A.2)LrAUUU EMBEDMENT OF 1/4.0 t 3/4'ALL POINTS W-ID-SET ANCHORS SHALL EE 7/8'WiD THE FYNRED WNCRM NO UMEDMENT 14 12 10 9 8 0 6 43 14 12 10 9 0 0 6 M 14 12 10 9 8 0 a 43 INTO STUCCO SHALL BE FuMnED.1/4'0-20 S3.UPCHWE SCREW USED SHALL BE 1 1/2'LONG WNUUM SHOULD stHICCO EOST,A\0 tf 12 70 8 73 15 3S - 14 12 10 9 6 8 6 5 14 12 70 0 8 7 53 t 4 •SS rx a tf 115E mR T'119ACUM FOR WALLS WITH NO STUCCO. ){ 12 10 9 0. 0- 6' 6 14 12 10 9 0 8 8 1 4 1 2 10 9 8 8 6 45 &DOE an 514=1 1B -O. 14 12 10 9 8 7 4 - 10 I w 9 6 BS 8 35 t4 12 10 8 85 S 15 3 A3)W CASE THAT PRECAST STCNE PRECAST CONCRETE PANELS.PAYERS OR ANY VENEER BE FOUND C7 THE EXISTING WALL OR FLOOR. 14 12 10 9 e R!4S - 14 12 10 9 8 8 6 4S 14 12 10 9 8 8 4S 75 ANCHORS SKILL BE LONq DOUGH TO TRACH nL:MADN SIWXTURE EEHND SUV WALL FINLSHM A=iDRACE SHILL BE AS Ih=TED ON f a 12 95 7.5 55 4.5 - - 14 12 10 9 8 7.5'r5 4 14 12 10 9 e 5 43 3,3 NOTES At)&A2)AX%-V FOR WATLQFJMS ON NML S•DOHG OR DFS WITH OR WJTH DUT META.STUDS CONSULT 1105 ENGWEER.FOR 6'-0' 11 12 /0 9 0 8 6 - 14 12 f0 D 9 0 6 5 14 fi 10 9 a 1Ls'S ss 1h5rA1U110N INTO ELFS WITH METAL STUDS SEF SHEET 20. li ii 10 .95 7 63�4 ] 34 12 0 6S 5S 4 ] 14 12 10 9 6 6 J 0 TO DXSITNG CONCRETE OLOCR: 14 12 10 9 6 6 - - 14 12 ja &5 a 03 s 75 14 12 10 65 e 5 f - O D(AMVO) C-90) 14 12 8 09 SS 3 - 14 12 8 OS 43 3S 14 12 10 B 7 5 J.5 3 -1/4'0 TAiPCON OR TAPCOII WITH ADVAKT.D 7HREAOFORA IECWNOIA4Y ANCHORS,A$MANUFACTURED BY I.T,Y.OMPANY. H 11 to v 0 0 - - 14 12 6 7 5 4 14 12 10 D 73 5A 4 3 -1/4'0 x.3/4'ALL PONTS SOUD-SEr ANCHORS,AS CLSTR93UTED BY ALL POVM SCREW.BOLT&Sv;-TY Ca1fTI,11Y. -0. 11 f2 10 5 05 4 - 14 12 6 45 15 - 14 1O5 7 SS 4S 35 - -1/49 BLUE TAP CONCRETE ANCHORS W/CAP AS NINUFACTURED BY FLOROX FASTENERS lXRECT,M. 14 12 10 a5 7 4 - - 14 12 17S 8S 4 - I4 t2 9 7 73 45 - - -1/4'0 TAPPER+AJCHOR9 AS MANUFACTURED BY POW. FASEF77ER5,INC..A10 DISTRIBUTED OY Nt PQiNS SCREW,OU7J&SPECIALTY 1f 11 7 5.514.57 - - 14 12 75 55 4 - 14 12 9 7 8 4S 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUiHORVM VENDOR P£GISIFRFD MTH THE AUERCAN SHUTTER SYSTEMS ASSOCLVION•lw; 14 12 f0 9 8 FS - 14 12 8 6 4 - Ia 12 f0 8 63 5 35 - NOTM 14 12 6S 7 S�'J3 3 - t4 t2 4 3 - 7 G3 6 5 4 3 - - (.1)tONLt1UM E7Bwww Oro CONCENT BLOGT OF TAPCOK EWE TAP W/CAP AL4CPOR3 AND TAPPER+ANCHORS IS 1 11C AND TAPwN 14 12 93 7.5 6 - - - 14 12 65 5 - - f4 1x 8 6 65 4 - 133 ab 6 35 - - 14 12 63 6 -1- 14 12 8 65 0 Wi1H ADVA1CtD 1TIRFMPURM TFOHNDLDOY A4CHORS S 1. 14 ,2 10 2 0 - - - 14 12 75 43 - 14 12 SS 7 5.5 a - 02)VINNUM EMEDMENT OF 1/4'0 N 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENMRELY EWBEDOED 0r0 THE CONCRETE BLOCK NO 14,/3 73 0 4 - - - ft 11 7 33 D 35 - - /1 8 55 45 EMBEDUFNT INTO STUCCO SHALL GE PETOAB7FA.1/4.6-20 S9.LVOWE E SCREW USED SWILL BE 1 1/2'LONG MINORUM W40VLD SR1CO7 ....._...._75-_. .._....___.. ... 14 12 9 OS 43 - 14 X12 a5 7 55 4 - - f1 05'7 SS 6 43 - - DISt,AND 1'WNINW FOR WALLS MRH NO STUCCO. 113 55 12 1 - if 12 P 7 0 u - - 14 11 7 3S 43 34 lo'-O- 14 12 ID 9 7.5 - -- - 14 12 10 8'C S - - 14 12 6 6 5 4 - - B.1)M CAE ANT P1FW-ST SCONE.PRECAST CONCRETE PANELS.PAYERS OR ANY VVRER 13E FOUND ON THE DaSMO WALL OR FLOOR• 14 1 7 5 35 - - 13 95 6S S 4 1 - - 10 7S 5 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REAgH THE AWN STRUCTURE BOUND SIA WALL nN75HES.ANCHORAGE SKILL BE AS INCCATW ON 14 11 75 65 - - 14 11.5 ff 6 5 4 - - 25 95 6 5 4 4 - - NDTES IRT)&IL.2)ASO?E.FAR INSTALLATIONS CN W.4YL SDWO OR EFS MITI OR W,-NOUT METAL STUDS CONSULT THIS ENGINEER, OS 8 S _ - 14 12 8 65 55 4 - 13 10 GS 5 a 3 FCR P57A1A71 MLTU EMS WTD!META.STUDS SEE SYFET 20. t 1'-0•14 12 10 - - - - - 1{ /2 9 7 6 45 - - 14 105 - 23 95 5 - - 12 9 0 45 4 J - - 9 7 45 35 3 - (C) A14DIORS SKILL BE INSTAtld FOLLOWING AL.OF THE RECOummADCNS AND SPEanCAMNS OF THE ANCHOR'S MAVUFA-TURVL 11 10 7 - - - - - 14 105 7 S.S 43 - - - 13 83 5S 45 75 - - - 9S 7 s5 - - ,f t5 T3 0 3 - - 12 B 6 45 4 (0) SEE SCHEDULE BELOW FOR EDGE DERANGE(CO.)VERSE SPACING RETATYJ1199P FIXt DOCTORS 12'-0'fi ii t'9 - - - - - 1i 12 0 6s u - - - 11 10 65 5 4 -- - EDGE DISTANCE VERSUS SPACING SCHEQUIL FOR ANCHORS• IS Al 45 - - - - - 17 0 55 a 3S - - - 0 B 4 J - - - - MAXIMUM A401OR SPAPNLS ARE PAID FOR LOGE U15rANLES I10CATED BELOW.FOR E 0.LESS THAN Tiff WD ARD.REDUCE ANCHOR SPAC74 35 95 8 - 1J 95 GS 5 4 O5 8 5 4 [A'ut'LBPLYWC SPACING SFOWTI Wl$(]1EQULE 8r THE F0110tYJNO iACTOTS 9 65 - - _ _ - - 14 1" 7 SS 4.5 - - 11 SS 55 aS 35 - - - REDUCED SPACYG 0919MED USM FA-TW SKILL NOT BE LESS TWN MMMUAN SPAC9NG INDF.ATED FCR EACH MQ OR TYPE. 13'-0•14 12 - -1- - - - 14 115 75 6 5 - - 12 9 6 43 4 FACTOR DS 8 - - - - 10 75 5 4 3 - - - 7.5 55 4 3 - - - ACTUAL 2s ss - - - tz 2 a 43 4 - - - 95 7 s 4 - - /,�I3 EDGE TAPCON TH RFAO)ORM TAPCON WINTECHNOLOGY ALL.PONT SGL10 SEF BLUE TAP W/CAP TA'tR+ 6 6 - - - - - - 13 95 6.5 5 - - - - 8.5 73 5 f - - - - �I J HV BLADE OR INCTANCE MOJ.�.6-1... ti 12 - - - - - it 10.5 L 5! - 11 55 53 45 - - - E0. MiN•SPACING^3' UM.SPACM-3' .SPACNG-3 1/2' M.N.SPAIM v 3' 3 3/4' 4' tO 73 - - - - - - 9 7 45 33.5 - - - - 7 5 J3 3 - - - - 1 HV BLADEW WN:RErc& FOUM 0010 E QMCME Eta POURED CONCRETE& POLM C9N_REE t lawn wCaE ttxMM Bax _. CDRCREIE BLOCK 11.5[7 5 0 - - - - - - 11 0 SS a3 - - - - 9 55 13 - - - - - 62 OW - UK EDL UK ED.-2MCM OCC LVL EG.3 1/A• . LO.2 1/r u - - - - - - - u 2 6 - - - _ _ 105 e {s5' L_ - - BLADE WORKING 15-0 g - - - - - -- - 15 - - - - - 63 5 3 - - - - - 2 1/2- - 0.8 1.0 __............ 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