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ESS EXPERT. Ad SHUTTER SERVICES INC. "We're Taking-The Shutter Industry By Storm" RECEIVED MAY 19`2015 7 accordion curved tracks balcony -------L------------------- SPOOIVER RESIDENCE ------------------------ 1626 S.W.Biltmore Street Port St.Lucie, Florida 34984 (772) 871-1915 (800) 749-9056 Fax(772) 871-0990 5/21/13 Florida Building Code Online . �t(� BCIS Home j Log In User Registration I Hot Topics j Submit Surcharge Stats&Facts Publications I FBC Staff I BCIS Site Map I Links Search Hp; a Da � j Busines ' UER"PbApproval l rProfessi (anl . Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389 RS Application Type Code Version 2010 Application Status Approved Comments Archived [s Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1711, 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 12/31/2013 Validated By John Henry Kampmann Jr. r Validation Checklist- Hardcopy Received Certificate of Independence FL389 R5 COI ASSA certification of independence drwo 11-192.0f 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 Florida Licensed Professional Engineer or Architect FL389 R5 Eouiv EQUIVALENT LETTER ORIGINAL.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/21/2011 n.....11-H—...a ,I r-r.inn„ www.floridabuilding.org/pr/pr app dfl.aspx?paranr-wGEVXQvADgvYYHH2vJvx53Mv.sXdCOtOX3bENFONlQQcp/p3d 1/2 GENERAL NOTES: 1,BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENTrP,E,D HAS BEEN VESTED FOR COMPLIANCE IN ACCORDANCE'WITH THE 2010 EDRION.OF THE FLORDA BUILDING COOS THIS ACCORDION SHUTTER SYSTEM SHALL NDT BE INSTALLED AT HIGH VELOCITf HURRICANE ZONES. DESIGN WIND L040S SMALL BE CETERUNED-AS TxR.SECTION 1620 OF 111,E ABOVE MENTIONED CODE,FORA Et,l4tC WINO SPEED RECUIRED 81•THE JUR19DICTKIN WHERE SHUTTER WIu. TABLE OF CONTENTS. BE INSTALLED WITH A DiR OTIONAUTY FACTOR K4-0.85,USING ASCE 7-10 FOR LNSTALLATICNS UNDER 2010 FRC AND SHALL NOT EXCEED THE MAXIMUM DESIGN PRESSURE RATINGS INDICATED OR SHEETS 11, 12. 13, 14, 15,19&20. IN ORDER TO VERIFY THE A.9GVE CONDITION,ULTIMATE DESIGN WIND LCAOS DETERMINED FER AS7-10 SMALLSE FTPSr REDUCED 10 ASO.OMON WWW LOADS AREA 1: W BLADES O_& BY MULTIPLYING THEM BY 0.6 IN ORDERO COMPAP.0 THESE W/MAX,(A.S.D)DE-S=PRESSURE RATINGS INDICATED ON SHEETS It.12,13, 14. 15,19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.C.O.,AS TESTED,WERE NOT OVER STRESSED,A 33 U.INCREASE W ALLOWABLE STRESS FOR HIND LOADS WAS=USED IN THVR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,HOWEVER,A WIND DURATION FACTOR CO.LEQ WAS USED FOR VERIFICAITON OF FASTENERS IN MOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V,ACCORDION SHUTTER SYSTEM'S ADEQUACY FDR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE V,71[H SECTION 1609.1.2 OF THE ABOVE MC14IONED CODE AS PER ATR.REPORTS, TYPICAL SHUTTER ASSEMBLY 39-44 SHEET a TYPICAL WINDOW BLADE&VANDOW DETAIL -HV BLADE Q 18214.01-03,10715.01-03.j1004.01-05.91214.01-05,80317.02-66;10GCS.01-10 AM J021041-11 AS PER TAS-201,TAS-202 A9 TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2. HV BLADE(1)AND FN WINDOW BLADE-_6h AND E-1996 STANDARDS(M'.SS'LE LEVEL D,WIND ZONES 1.2&3)&01220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE WSS,LE. WHERE APPUCABL-KLA -HV WINDOW BLADE 6 10505,01-05 AS PER ASTM E-1886 AND E-1996(M.MSI.E LEVEL D,w,ItRD''ZONES 1,2,3)BASIC PROTECTION ONLY AND g 0723.01-88 AS PER TAS 262 PROTOCOL. TYPICAL.SHUTTER ELEVATEON.&NOTES ON LOCKS SrIEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLACK SHEET 6 2,FV BLADED AND FN WINDOW BLADE 0 ARC ENGINEERED TO WOW IN UNISON WITH EACH OTHER UNDER*E:GENERAL.LIMRATICNS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-LAA,CONCRETE/BLOCK SHEIET 7 3,BERTHA N.V.ACCOROQN PINS(HV SCRaS).USED AT BLADES KNUCKLE AND FOR ORECT MOUNT CONNECTION TO TRACKS SHALL BE 174,0.75-AND 1141.75"RESPECTIVELY,410-HT WNIMUN SERIES CENTERWATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS PATH 135.0!IS!,YIELD STRENGTH AND 180"1 TENSILE STRENGTH.FINS SHALL BE COATED WITH BERTHA HV DACROSRCEL.D COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 MATING APPUCAIORS.ROISTERED V.TN AMERICAN SHUTTER SYSTEMS ASSOCIATION.PUNS MUST BEAR THE LAN MARKING ON THEIR HEAD. 4.ALL-75 ALUMINUM ALLOY,EXTRUSIONS SHALL BE ALUMINUM A550CRATRDN ALLOY AND TEMPER AS INDICATED ON SHEET5.2'ANO 3.MINIMUM YIELD STRENGTH FOR 6063-1•R ALLOY k5 90.0 kci AND 35.1 11vT FOR END CONNECTION DETAILS 1-6, CONCRETE/SLOCK SHEET 10 6006-75 WAX;MUM SPAN TABLES SHEET LAT ANCHOR SCHEDULE-CONCRETE&SLQCY. SKEET 12 5,AL.SCREM TO BE STAINLESS STEEL 304 OR 316 ASI 5ERG5 OR CORROSAN RESISTANT CCATED CARSON STEEL AS PER DIN 50018 WITH 50 kI;MEN.YIELD SM-Na-,il AND 90 4;1 NW.TENSILE STRENSIH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SMALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.SORTSTO BE ASTM A-307 GALVANIZED STEEL,OR ASI 30+OR 316 SSRIES STAINLESS StEI+ WON 35 k.1 VINiMUM YIELD STRENGTH. ANCHOR SCHEDULE-'WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR,ANCHOR SPECITICATIONSL HV BI:AOE 01 I 12.13.14.15 AND 2D INSTALLATION DETAILS M-R.V 0D SHEET 76 NV GLACE Q,&Q'. 15CRK!NC IN UNISON:12, 13&15- INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 B.THIS BERTHA H.V.ACCORDflN SHUTTER S!5tlr'�U BEARS A.U.S.PATENT 16779,582:COMPONENTS OF TIPS APPROVAL ARE COVERED,IN WHORE OR IN PART BY U.S-PATENT 05'458;179 IsSJEO 10 EASTERN METAL SUPPLY,INC. - B:IT SMALL 5E-TILE.RESPONSIBILITY OF rill CONTRACTOR TO Yu-,FY iHE_30UN'D:;E55 OF 111E STRUCliIRE WHERE SHUTTER LAS TO 8E-ATiAC11Fi1_TO INSURE PROPER ANCY.OPAGE.CONTRACT.^,R TO SEAL/:J,tS1K AREA 3: HV WINDOWBLADE PIA ONLY- ALL NLY-ALL SHUTE.CR COFORENT EDCM Wtt',CH REMAN,THEW FASTENtNG IN CANTI.'NLIGUS CONTACT WITH THE SUIl.DIA1G TO PREVENT WINO/RAIN INTRUSION, TYPiCAL SHUTER'Ef£VATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LA2n IN A V618LE PLACE WITH WARNING NOTE:OURINt PERIODS OF HL'RRICANS WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND•ENGAOE OR LOCK ALL Hv AND HD LOCKS. AREA 4: HV WINDOW BLADE in ONLY 11.SHUTTER MANUFACTURER'S LABS-' SHALL SE LOCATED 0.4 A READILY Vi-LE LOCATION AT Af=MION SHUTTER IN ACCORDANCE WITH SECTION 1715.8.3 OF FLORIDA 2VILDI`aG CODE.ONE LABEL SHALL BE INSTALLATION.DETAKS.METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENNIO. LABELING TO COUPLY VA-.H SECTION 1715.8.2 OF THE FLORIDA BL'IUANG CODE,. 12..SERTHA H.V.ACCOROEON SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY Y,174 SPECS INDICATED IN THIS DRAWING PLUS ANY BUILD€NO AND ZONING REG'JLA+IDNS PROVIDED BY THE JURISDICTION YXHERE PERMIT IS APPLIED TC: 13.(4)THIS P.E.O.PREPARED BY THIS EfN•N'SNR IS GENERIC AND DOES NDT PROVIOC INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.WHERE WE SLATE CONOIPr%S CV447E FROM THE P.E.O, (6)CONTRACTCR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LITEL SAFETY OF THIS PRODUCT.BASED ON iHiS P.E.D.•PROVIDED HE/SHE DOES NOT'UEYATE FROM THE CONDITIONS DETAILED ON THIS DDCUNENT.CONSTRUCTION SAJ•ETY AT SRI' IS THE CONTRACTOR'S RESPONSIE417Y. ' {e)THIS P.E.Q.WILL BE CONSIDERED IWAJO IF ALTERED BY ANY MEANS. SITE SPECIFIC PROJECTS SHALL BE.PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH PALL BECOME THE ENSNEER OF RECORD(EO.R.J FOR THE PROJECT AND wHo WALL BE ( PM98LE FOR TKE PROPER USE OF ThC P.E.D.ENCIN:'.R OF RECORD.ACTINIC AS A OM.SGAT'ED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATCE^R THE SITE SPECIFIC DRAWINGS FOR R V EW. (a)THIS P1.0.SHA:L BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED Ir. FLORIDA BUILDING CODE Hon High-Velocity Hurricane Zone 2013 EASTERN METAL,SUPPLY.INC. CENICC�l BERTHA HVTA S A Accordion Shutter System LL�6,,,.. ■ ■ ■ ■ KV. #1 W/ce W/O KV v NMW&ArE American Shutter Systems P .?r c.N OES_SIPIIDN DATC [k2AwN E1: AA. TICCIT TESTING !L ENGINEERING COMPANY 1 Association, Inc. 1 OLD 11-063 11 9 It OATS 11/29/11 •S3'•. TF a:::s N:p:xx,.sa'.sly.xs.l:A3t°A GNIc�-vs;naacA:3;4e �1•.�, .'• A� Ph-N(30871-t530,F°A 1(305)871-1531 4268 WestroMlis Drive� 2 �SHE=ET WING No tQRIDA• '\\kms 1`� X19"" West Pa)m Ee0-t1, FL 33407 s ,s�^••••••••;,Cy�\1`IL1 WALTER A RtlTT Jr.P.E. 4 1-192 P.E'3FJ0 I�fjTUS��/DATE FLORIDA u�(4+167 a 20 ------------ r,tM r Ww mv.^i .o VARIES 5, L__—._. ._----_.-.) {` ........ 4.E57' i HV SOLID BLADE " `35 y „, 5 HV 90•/180' STARTER COVERED UNDER US PAT'th7 8 4458174 t-/ r� - n` QUAUnED FOR USE Y71 UPLIFIe"0 FOR U51�w/ Hv Bu .4�� �HV DIRECT MQUNT 'N BLADES 1A HV WINDOW 6LA E* 6005-T5 ALLOY AN TEvPER QUALIFIED FOR U E 57/ hY 5053-T6 ALLOY AND TEMPER •EE LIMITATION ;_ ADE®A ON SH, 19 SLADE I v' 6063-TS ALLOY AND TEMPER '1s'-i 6063-T6 ALLOY AND W - S,4L°._,,,,,-„,,,,,6F t�0'_- 0 22-3 _asst__ '^� 1 .675 �7!-1L o `, i 4.699” o P.is' 2:C42' --- �7 HV ADJ. ADAPTER W/LIP '+Se• fI2 Y � 4422'_X12 6' 0 72 QUALIFIED FOR USE Wf HV HV WALK—OVER TRACK06 - BLADE( 7 NV ADJ. FLOOR TRACK QUALIFIED Fo z usE'vt/ Hv y9 HV TRENCH TRACK 255 6063-T6 ALLOY ANO iEMPE '*+tel` T OUAL1Fi£p FPR USE Wf FEV ,�'� tt�J QUALIFIED FOR_U lY/ KV 6063-TO ALLOY TEMPER SLADE T ONLY, �l V}H RAINGUARD (I 5 6063-Tr SLADE: TEMPER �� VM[Es lyi !.9 8063-i6 ALLOY AtsD TEMPER OUAUnED FOR U(5�E SY/W 1' 1.415• �'j I � i BLAG�(t3 1 `r � VARIES 1.936' 6063-76 ALLOY A. EMPER Rl -i I W'-{II Fj .a� �I .08J• _.0?J' o; I .093•. i in i 'el v s j IIC93' c4. rbi .15 .� r 1 POO- 1 6-O' v .C9 .,a 4 P•�,p' 3.529' `8. t�✓. t i t HV CEIL NG HEADER HV HEADER/SILL il3, HD CEILING HEADER/SILL s 0 3.529- A BY FOR USE w FN BLADE ONLY, QUALIFIED FOR USE•W HV SLADE�QNLY c / 6063-T6 AL40Y AND TEMPER" QUALIFIED FOR USE W/KV SLADE i4 HD WALL HEADER/SELL SEE SECTIONS FOR VALIDf, SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE{V%HV 6063-T6 ALLOY AND TEM?ER 6063-T6 ALLOY AND TEMPEP BLADE C ONLY. 6063-T6 ALLOT AND TEMPER to r f wMnNFNT A O TI 72. E ) X Y SfK%AN,Y MN.C � E 2` 3 2• 1¢.125' 1• 1' A82` I <F 2` '3'MAX. I/6" I 1/8' 3' S• j0.c90' f — f�-'1 2' I5'MAX. 0.192" Y16� SIDE ANGLES i R QUALIF /FIV 19 IED FOR USE W ALUMINUM ANGLES 25 117•NAM.�a19n• 0.190' { C4RNER POSTS UA'-CPEO FOR USE w/ HV BLADE� CUALIFEEO FOR USE YJ/ HV -. —!—. SLADE(D 6063-T5 A:OY AND TEMPER SLADE ONLY. zr 2' !.•Atm. 0.139' 0.t31' 6D63-T6 ALLOY AND TEMKR 6063-16 ALtpY AND TEMPER I FLORIDA BIJ GING CODE(Non High Vetocky'Hurricane Zone 1j111IiJ„Jnu�r 042411 EASTERN METAL.SUPPLY, INC. 1a ��ER A.T/<<fj� Accordion.Shutter System _ /—VTE e . . . KV �fle#1 ;V/OR W/O H.v.V&W11 MAX �i q:4.101 American Shutter Systems r` N TILUT TESTING h ENGINEERING COMPANY � REV.N.1 nls;mPnnN All o9awx Or: A.c. Mx S,SIA.1.:7,VAWtGt G,fittlt2,RD%'G M10 Association, Inc. , OLD sl-G63 +i/29j1+?nAr� 11/29/11 o t--STA7tQL -r c�� Phae:(99)971-45 0.Fnv;(J0)8)t-1534 4288 Westroaas Dr)vc x DZ�Y!€NG No ��� F�OR:D •=C,�r�Y,`�� `—M t a9c"I.AM Nest Palm Becch, FL 33407 11-192 ((S+ '••........ ��11'' FFLLOI2ca Uc�B 44167s SHEETP.E= � h£, 4C!/DATE s I 2 OF 2 .2745' I7. --� }0 <: MT euD MNTAYy } rOKtEaPbN[0 =24.– p �•_� . ssu.s 1 jz 6 } : , (2 TYP.) O NWND. au� TEO o f T QJ 0s l m g ! 7131=4 Op ._..._I - ° I 1 2 r { Lnom S -4m Cti."0EA � '�°•� �— v� h,M)(tlu+aa (cNNcvS autEo) �9 HV CENTERMATE _ PLS) UALIFIED FOR USE 1V/ HV ELADE 1 I,r oN HV FLOATING CENTEi�MQTE - , HV LOCK ® HV EGRESS LOCK 6093 T6 ALLOY AND TEMPER OU r ED FOR USE VI/ HV SLADF(1)&�ONLY °���.�_�_azs' e's' QURUFIEO FOR USE W/ HV QUALIFIED FOR USE 5V/ HV 6063-T6 ALLOY AND tEMPER HV CORNER CENTERMA'� &ADE C)&.@ ONLY. &Q�1 ONLY. CQA'LIFIED FOR USE W/ HV SLAD�EONLY -f=•-250'0.0, 6, 412Rn6063-T6 FA45' L rLA441 TIC 0 vo 'Stj• 7.079• _L75r o� �ti r • CPa .p6. ki3 LSJ`I 71-360'AFTER IT 4II n g 11 ^ 1`�! 1�4"Q-20 x 3/4" eEFaRE.RNerNc S.S. THUMBSCREW " ° 1... $� m• I *yrs 9444 ALOWN'U•1'(2024-T3 A"Y)LOSE FUNS: a s:; r NUTRT.Purr 6 Esta.AS uANUFA^r3l�a say Awi PLN FRONT F"XWN a " ~)"5 I.822` CKERRY TD=N.PRSPPENY.%T*�Y a7O5.CR E A.. f 8 HV MALE T LOC(K CENTERMATE „ " - HV "T" LO V ALTERNATIVE LOCK 277 LOCKER FOR T LOCK CENTERMATE QUALIFIED FOR USE V1/ HV BLADE(DONLY { HV FEMALE T LOCK CE ERMATE CK. H 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE oUA1!FIED FOR USE W/ H`' QUALIFIED FOR USE W/HV ELADE 100NLY QURUFIED FOR USE W/ HV BLADE MONLY QUAUFIEDFO ONLY. ELAOO ONLY, 6063-T6 ALLOY.AND TEMPER 6063-T6 ALLOY AND TEMPEFR- 4Rt =-�y6-- ,� 3.707 �---- ii a_.GOTHLw3T1jRx .21+' ..057T 4E2• [ ��c i �. ' 1tcY CYr1N0eR . 2 714- ffffff s d.-1 � �' s.s• =IR 1C�j2 f I .123'M¢x. .7 ROD LWOCKING RID c 0 OUALIFI USE V/HV EU E •1& t OU..I1 FOR USE W/HV S .1 & &I I. 03-76 ALLOY AND TEMPER 31 HD CENTERMATE'S INSERT I•�'''=} ,. 6063-76 ALLOY AND TEMPER ✓ S ! o vA t 'tt»s. OUAi)FIEO FOR U E S'1/ HV 8LA7E(i}dc i w c ip•!-2D S"aR 1/18.0-16 7.t 6063-T6 ALLOY NO TELPEP. ) - TYUd6TURN (ss LYf+as) CYLINDER 0 KEY �__ .,,—� 715 I D� ' CYLINDER 1.57 M ® LOCKING ROAD a " T 4 0 - 7.76 Na:. QUALIFIED FOR USE 1V/ HV SLADF(iD 1-.375'0 Ln� " / HD LOCK 6063-T6 ALLOY AND TEMPER HV 3/8"0-16„ ACETAL yEi.y� 20 ASLIDA SY REGENT 144ROWARE MORTISE LOCKS SERIES 2333 HOOK SOLT LOCK. 3�WSTAWiTIC3d WILL REQUIRE t,7/13' H c THUMBSCRF'WS ERIES SS. THUMBS RREIMS QUALIFIED FOR USE W/HV ELADE 1 &.A D'FRILLED A7 TRACKS FOR PROPER EMBED NT QUALIFIED FOR USE ar/HV SLAOE� QUALIFIED FOR USE W/ HV SLADE 0 FLORIDA BUILDING COD'=(Non High' �Velocity Hurricane Zone _ 02011 EASTERN METAL SJPPLY,INC. /LSSA T 7777 7Accordion Shutter System e `�No 4 67 I L E C (Ne. ■ ■ ■ ■ KV SLADE¢1 w/OR W/O FLV WK)OW BADE American Shutter t S sems ! ,: •X TILut TESTING & ENGINEERING COMPANY Y SN.N°' OE=WTION SATE CRANK m: Aa. "(7•: STATE 171: 8'35 N.v W.k Sl–Sze. ,NKiRYst� MNS.F10.214 33166 A.S$WcotiCnx Inc. 1 ElLO tt-063 1Tf28/) wC: tt/25/Tl 0*097t-t53D.F°.:(35<.3E71-ts3i 4268 WestrOads Dr vs x ��••' RID¢:' ���A <--a.t9t— W.c n Wast P01m Beach, FL 33407 3 DPA11-192 W4VG NOIR ••........... r-,�itit v.-LM A.�'SUrt.h.P.£ 4 1 —' 9L P.E�"VS/ jllb7!��/DATE � A Lm.0 4.167 a SH 3 T OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV'.1' 1Qi, HV 2 41 12'MN, L I"ICE iO HV BLADE 1T- TO BEI a P ,1979• .... ,4fi25 DOE HV BLADE 1A ' '`��! ice.""'.� XV MiI6CNt SFADE Alaw .rte°,� 5 'a52S- 1 11 r HV LONG RECESSED NYLON BUSHING ¢aPsaiN .0 (3 ` FIV SHORT RECESSED NYLON BUSHING `-� � f V NYLON HAT WASHER (D oR j n FLAT MATION•. HV WHEEL CARRIAGE ArS1.302-303 SERIES '�f s`+ 1 ^* i 0,870'x3/18'THICK NYLON VHEEL 2 Y/ IR, CLEAR _ tiro wlhroCiv 4 . 0.128'0 AJSI 302 SERIES S,S. RIVETS SEPARATION ' rT! E .0625"-J Qa25' 7 4 HV 1 3/4'ACCORDION PIN W/ #8 HEAD EXTERIOR x s a/4 S 75M1" t4 I} w CPEN;NCS I'cR ... � NY Z 3f4"ACCORDION'PIN %V/ Q8 HEATS '�_ 41 47�, a {• j O71 2 r/+ unng 4 POLYCARBONATE IMPACT RESISTANT-K WINDOW j' ! BCLEAR - TYPICAL W WINDOW I A E.;AND POLLYCARBONA V WINDOW D AI (DOR t� ( 4 or @3 a.t.s. ?J RRtmT5 E0EN j I } ' C OR !� j at POLYCARSON F ltdPAt"T R Lc7�ty7 i�st t�IynpY7 i III BAYER M.AKROLO 3103 POLYCARBONATE 12'WN.CLEA RESINS, UV—STABIUZE).GRADE: OR SASIC M BLAX e a INNOVATIVE-PLASTIC_LEKAN 103 RESIN 9 i (D OR j (SE NOSE "F"ON SHEET'19). i (1} W PIN (p SN.rLL ALWAYS BE US 0 AT"ALL EXT�RiR` � � � aOTTOM KNUCKLES OF 1{V ACCORDION SYSTEM VI/ FIVj!� iI POLYCARBONATE SOURCES FOR 44 HV®atADE. gICAL SHUTTER ASSEMBLY ` I: $ EXTERIOR � rY9xaa. F.Q19C5 STAY•.Vo N'r' HV PIN 0 OR AT T gpr{�„{Sx (Z) HV PIN N.A`f a USED IN Llc'.11 OF ANp ONLY A E ST OR �x..wa x+ um iu as s EXTERIOR BOTTOM KNUCKLES OF KV ACCORDION' SYSTEM W/ HV� aa.aza' 9LACE'S xF cTCLE. ti ai:rm,. BADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7, 048 (SEE NOTE I Fo} %IMFC Cum ;Ent alai oa"a lb/", ozo um REaUIRfldENTS --A't°` TYR.I!" `W 1 n tFMSs:YLLa SR'fry-^fi <3TN ae:a 9,fW NT- 6910 Pa:. (3) HV PIN @ OR @ W/ 1/2' O.D: 1/16' THICK S=S. WASHER rS � � � nrvru smcgmAr ato rs�o90 slaw; a+w Ws. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET AM mss to Fr-" T rnn/n WHEEL ARRIAGE DETAIL * M=TM aw mau •1.2 s e a x ru Ll�.r� MILYJ,AYOUT 'xu� F Cesare"; ASW U33 ¢_t 0,,4,1zc.T ar~'s N..�. SaF M"NIM IVly DIM IGD T too T YAR.s'.¢W ASTY G153 TFIi=SAY fr'GM mim'+Ea�.IEF' AM, [JCL PaL Ru UQ . {1; HV -SLADE SOLID .& d_A HV WINDOW BLADE DErAjj5 � .� a�a ��,M �al,.t. - N.Ts: FLORIDA BUILDING CODE Ron Nigh Vetocttp Hurricane Zone, L1Lrtr, �A.Tl(�T 02011 EASTERN WFAL SUPPLY.INC. ��Eqi +��` AccordionShutter System Nc. �)i 67 = A.S.S.A.■ °' ■ Kv.B"01 w/O3 W/0 H.v.wlraar1 BLADE TILLIi TESTING & ENGINEEMNO COMPANY American Shutter Systems Ys .III ar..^wIwN ©,ISE .xm a.: As_ ^4°; i e3ss W.e.saa,.si.. sa waavrx cwa ;ws. —Aa31as Associations Inc. r OLD r 1-083 rrr"YSltl rrhTE-. I rJ2a/r r ,� Pt a (.x05jB)r-15317.F¢.:{3351871-1531 428$ WeSlroodS Drive fi�OAiR�.` sT` ¢-mac:aLr_¢aaa.¢¢m West Palm Beach, FL 33407 a DRASVING LNCa�ry =, .•N��1j11ST WALTER A TRUTi11.P.E. 4 1'�i«RL P.E' jil ci /DATE FLnRuu ua,t+a:e� a SHEET a 4 4F 20 'T.3'e ONE HV.LOCK 2�0T Q`I SHALL BE USED AT.1/2 OF SIiUi'TER SPAY F0. � BAN OR 12"A904£OR E W 1 2 OF SKUTTER SPAN POR SPANS'UP TO 405",,470 FOR fN5TH1,{�TIpNS M?;' ELEVATION.)iV LOCK`�2 cr MAY HE USED AS A`7 INSIDE OR OUTSIDE LOCK•ATTACHED TO�OR { 1 I I CENTERMATES WJ(2) tj4'e-20 x 1/2'LONG FLAT HEAD S.S.U.S.LOCATION OF LOCK SHALL BE AS INDICATED ON ICAC SHUTTER ELEVATION, oacR + � ( 2. E c a R PERF RMaN F r r,,UP i0 TN'0 MI LOCKS Rs OR- MAY BE USED AS AN INSIDE- ID LOCK.CONNECTION OF LACKS TO CENTERMATES S� „_,,,• OR 0 SHALL Be AS INDICATED ON NOTE i ABOVE. LOCATION OF L ON TYPICAL Stu <v r 2 1S tl_z£D WLTS4D F#. t_OOTCST•LOCKING RODS ARE NOT REQUIRED AT URRCANE POSITION,BLIT MAY 2^d:a5oa3at3`1�4� I a BE USED IF DESIRED i0 t-h:HhE SHUTi; PEP.FOMA1rCE. LOCKING RODS�'OR AN ALTERNATFVE-DEVICE .AY ALSO BE USED AT STACKING POSITION•(NON HURRICANE POSITION). i 4. U "r �'S SHALL BE USED ca R ANY SPAN 1 AND IN$TALLAT10N5 AT ANY ELEVATCN. KV LOCK er. USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO.c(��,CORNER CEKTEWJATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HM S.S,M.S.TWO LOMHO RODS '� AT TOP k BOTTOM SHALE BE USED.LOCATION OF LOCK.SHALL BE AS 1401CATM ON TYPICAL SHUTTER ELEVARON.- G• Kms' WJQMUM SHUTTER SPAN SHALL Be DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, t $ 5. ' ONE ALTERNATE HV LOCII_��g MAY BE US=D 1N UEU OF HV LOCK Z&of- FOR ANY SPAN AND Oj 1 5.0 2 I 1 g a 1NST LIONS AT ANY ELEVATION.AL'f°t•RNATE LOCK U MAY BE USED AS'AN SIDE OR OUTSIDE LOCK..ATTACHMENT - 3 ---HHHyyy000 .S o OF 1/4"0-20x3/4"S.S.THUMBSCREW TO 0 OR i ceN ERwAres SHALL EE MADE W/ 1/4b-20x3/4'ALUM. / ) ffi gpeghis RIVNUT AS SHOWN ON SECTION HVE.S.-1EEr USED S. ONE LOCK SKALL BE UD AT 1/2 OF SHU'lTim SPAN OR TWO C LOCKS AT I/3 Of SHUTTER SPAN, 'B:N:8t=RY CONDMON 45 FOR K2YSTTINE MOUNTING MMUMONS.' ONE w LOCK 0 or-®or 6 SHALL BE USED �T 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR'BELOW 1/2-OF SHUTTER SPAN FOR SPANS UP I ! I I I ! t II +I J TO 8$',P40 FOR INSTALLATIONS.AT ANY ELEVATION.HV LOCK 0 or @-or 0 MAY BE USED AS AN INSIDE OR u.., i OUTS.nfl LOCI,ATTACHED TO a or @ SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2'LANG FLAT H.v�J•# S.S. SEE END_jM.S.LOCATION OF LOGIC SHALL BE AS INOICATED ON 7YFHCAL SHUTTER EZVAI104. USE OF LOCKING RODS#s WJ CONNEOT€OM (111`a +h i f' ?, OR Ql''TOP AND BOTTOM I$COMPLETELY MANDATORY. DETAILSON 'D ��� N i & x � LLT D 0> (%D SHIES 10 AA ll��'✓ 1Y+j_.. Y k��'FULL " ga *NOTES ON HV "Tx' LOCKS AND CENTERMATES: OF CORNER 1 .SECOND AITIERNkTE M WAND CONDITION it VAUD ONLY FOR BY"I OCIC M-OM CIDMUCIES Q AND sawTeo CENTERM.ATE r E ONE ALTERNATE M!'T'LOCK MAY B_ INSTALLED IN UEU OF hY LOCKS 0 OR FOR Ati1'SPAY AND (1�at as�6•r'71 B•�8j�l0+U 1rA , INSTALLATION AT ANY ELEVATION.ALT 'iE LOCK(SOy�VAY BE USED AS-AN INSIDE OR OUTSIDE LOCK.ATTACHMENT �-/ � OF LOCK.0-0 INCLUDES USING REINFORCING LOCKER�J'AS SHOWN ON SECTION HVG.SHEET 9.1YHICH MUST BE (DO'• +13 *a,0 as CO%NECTEO TO CENTERMATES $AND 1Yj t/4'0-20 x 1 t/2'LONG S.S.THREADED DOLT W/7/8'0 x 3/32' *h r WINGNUT OR W/ 1/4"0-20+1"S,S.M S.INTO A 1/4'cx-5/8'PVNUT.LOCK MAY BE INSTALLED AT WOSPAN OR 12' 8 7 c?8 MAXIMUM ABOVE AND BELOW 910SPAN USE OF TWO LOCKING RODS 00�TOP AND BOTOM IS MANDATORY, .�8a1L91.�3�Tt�r91*4si�x�?�- � *NOTES QN HD LOCKS__& Cf I.NO.LO�CK..SkSk yl NO CENTERMATES SI OR ISH!"I ONE ALTERNATE HD LOCK @4 MAYBE USED IN LIEU OF TYPICAL (1) I IV BLADE SHUTTER EL "VATION HV LO (S f2�6R 2g'FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK e.UAY Be USED AS AN INSIDE OR CUTSIDE LOCK,ATTACHMENT OF HD LOCKTO g IS W/ 88 x 3/8"F.H.S;S.M .,ANDANCLUOES N.I.S. SIDWORCEMENT INSERT Si AS SHOAT)ON SECTIONS NDS-HV� 3 .S AND HDC-HVC.SHEET 10.LOCK MAY BE INSTALLED AT MIGSPAN OR 12"MAXIMUM EEUNV OR ABOVS MIDSPAN.USE OF LOCKING RODS @ IS CO.MPLeTELY OPTIONAL. FLORIDA I on High elocity Hurriccrie Zone, .t/j1,11wR A, �`//'" 02011 EAASTERd�METAL SUPPLY.INC. L�cEUSF�•=��' '` S Accordion Shutter System Mc }► l_— _WL G\r® INC. ■ ■ ■ ■ Hy.BCA) f W/ 2 Wf0 H.V,1MF�N 9101 TILUT TESTING 4 EI,CINEERINO.COMPANY Amerlccn Shutter Systems LY,R� 96CRIImnN Dac I»A"BY: Aa. "-O STATE OF : C=N.W.Wn St,Stn 3=Vn'w"1.U'k GkVExs FLC Dk:ales Association, Inc, / OLO 11-067 !/24/1t DATE: 11/29/11 •' ` Pry+=:(305)871-1534.Fexi(305)871-1531 4268 WesLcads OrivA 9 Na '`• OR(O¢: .- ,t tCtcatSaot— West Potm Beceh, FL 33407 3 ,�—DRAWING 192 'fisS� \�t11L T.44TER A TLUT&.PEE A OVAL ti ,n' FLOM04 LR./44167 S SHEET P.E. /bYaNA^U�RE/DATE e 5 or 20 P011REa COXCRETE ANWOIS r, xci vr,A41w 1 OR Q�A� .;, x I. :1 1 lz tOtcREE (5EE SCHEDULE an SHEET 13) ExsttNc m _ ct�� 9-M 01 ox I REQUIRED EOGs Oc 1.fo a x Tata I GLASS a I fxn est 19 y / / �7'Tpp SA9EXISTkN Ti„ti G1ASS ;ru+rn ,�ALTEAt•V,rlEXISTING /pJA$HEP,NsJDt' � 3 aR 15 :!/a'i uix. / 7Ex SCRExS c 12'OX_ _ ��/ 1,- •..E°CCEE OF �� CONCRETE AJGiORS / --\.J ---1 . ? (SEE SCH:4LLE 0.V SN�ET 13) E : EDGE OF PUCA9L ry / EXISTING "� E OF NO /I" T ! APPUCAZI EISLAB IF etA55...... y IF X1/2 : ' E �r+ 9L a UCARLE POURS I SLAB F POOREO-' LnA7 f;EAD CONCRETE ANCHORS CAS_=_V 1----•- 0.• CONCRETE ) J aE aN y�J }, POUR£D-� / f CCOJIRED (SEE SCHEDULE 6\SMEEL t4 ` W IW a y •�DR Q NCRE?E a REQOIREG FIAT HEAD CONCRETE ANCHORS REQUIRED maw I REQL,n D E o• z o.• (SEE SCHEDULE ON SHEET Sa) 11 TRENCH INSTAUATION VF.iD ONLY FOR UP TO +70, -75 PSF A.S.O. HV FLOOR INSTA LA�TIQN t THY-WALK-OVER INSTALLATION SES PRESSURCHEDU #3, E�rwL •G FOR SPANS PER ---.-------....__.__-- Easnxam y—�— caNeR£rE ArlcxoRs -------- SHEET ,I._�i sCx}EDutE 0&/ '/`-0 aw'�7'H e t �xa`moskls 01 t if ExSnNo ' I' EXSSIYc E%ISTMG x 1 MASS GtA55-•e / ttCfP'OtOGYta l W 89r1KT+l 9 GAy". FFS1f3R15 iN'WDia Am?D15 v/ t- C V5� t - ts>z yaeant a San IU --lJ ,j mwum.m C�S9 f.1/4•uH,dDED�Jf O a• + ' fsx-'SOd:).eC fM CN[U 11) 1 OG-RXi 16'TO C•0•S? AVI II �p i IIF ygCM a'0,C FOR SIANS WC•Q TKW 'i`� i 'I t/t• f ; s�aW AT MVr a.. xIDXO I RPY(s=I'WrIt ON SW 1 1 12' g . lees4'Hex EI Fee gASHEa r3 3/srva. `-' � �. �I� 11� wHE4a � ;` ceNT.S£A41.VT Y SCREi4S Qt<x3/4" HEk HEAD. J,'. ' � ' 'V {•3/B' �� f l--r ,. �1 1/aa-Yet/+V Ss m T^t�cREas o o'o.c. } ti—� N¢1/a a-so evrs OR t/<'c-20 5.5.N.S. r CONCRETE ANCHORS 1, 6 •O 9.0.C ,- 0 12'as W NUT 059,D.C. (SEE SCHEDULE ON _. .•. +'7.______ �T�, �J ED Efi6nkG h^,.N SiRJCr JPAL I SHEET to A 17 cR 18 / f I t 7 O i 20O M7N wu Tm+(5sxcaxlts i / / E�S OF \\ \ \` @14c5/4'F.H.S.D.S. sw N1N s'ouRtD cext�ET_ , 7 8' 7 7/5/.:S1t / AFp!,ICAS� �CON��r.-"_TE ANCHORS 1.SEC NOTE 13(6} A � �a -"Rccnnil POURED CRE1E� (SEE SCHEDULS ON ON:Se+£ET 7 SEE SHEET 13(5} ...j p, DR OWNS TE MOCK Slieu'14) POURED giir.SLO SHEET 1 OR caNCR�-r.raLct2 R-U!R REQUIRED KEYSTONE MOUNTING INSTALLATION 1PT1DNtL R=D.1 K`• NV WA 1 FLObR INSTALLATION HV WALL WALK-OVER INSTALLATION RAx•v"ASD• ' ""`'�'•-`''""` pOnCRETE uA+cna1 944,101 Sax+a'-0' R£awREO ARD INSTAUATI-0. NGIE =nBE rr u A r ac „ +E.O, -EDGE DISTANCE rV DTVtS V#2LE W'8_114 V PERMR.EO ADJACENT TQAN DPERAtr.E EXIT �-E(13 ON U USE FOR INSTALLATION DETAILS W,,/ Ct7 H V BLADE E-SEE etf..ET a FORtYPiCAL SH17iTET! (SEE SPECIFICATIONS ON SHEET 13) 6R ENTRANCE G.tDE eJ ON SHEET 19 2-SJO N IN %-WA NC SECTIONS N CAV DS AD4T33NEO IN A4"WAY TO 5L'IT ANY EVSTAi:.AT}ON, AF���ii� Fl-CRiDA BU(IBiNG CODE Non 'Nlgrl Vl3iOdt}+ Ht3triCOr,6 Zone' , ly'+y���•• (��/T - 02011 EASTERN UETAL SUPPLY.INC. DER SAccordion Shutter System T7, NEc g i a c.La a a ■ Kv.a nnE1 w/OR w/o KV.vn v BLADE ,tiR/'f�, American Shutter Systems R x. oCSORirnox GATE DRANK Ao. 3fj TILLIT TESTING k ENGINEERING'COMPANY -.03 Ind. 1 OLD 1a•-083 ti 23/:±0A✓' 11/29/11 Ai 0E 'C e!x x30,x„.6:.S.!x,WWix l Wrce TU=A 0,66 t2&8 westracd!s Drive 2 ph..:(Ws)n?7-1530.Fe,.:(3m)671-1511 DRAVANG No =Fss•.. :.��� 0 .-M;CO 00066719 ecm %Ve,^t Palm Geoch, FL 33507 1 11-192 ' y 10NAt 1J'1 sW ER A nwr J..P.E. ' RE.�S(fifiC/9lGlf�aTURE/DATE RroA ua t a.1a? 6 7 OF SHEET 20 SEP END WALL Q H IQ & 18 SS WIES ON LOCM:6 FMS®.M!LOCKS�ci -11 INSTALLATIONS W/ Cl) HV AND 0—TE-LSX:K 0-st—s. OUT i -IN EXISTING CLASS *WIX SLACK DETAIL M.r IS W0 FOR ALL BLADE Wj HV CENTER AES CUffUWCS 1 � l"�•®A 1�•N_J"'�•�°" f—E)MM CLASS -L_ Td11/8'40'-2 8O•Qn��9•©a(,"1,.� 31/s' 7' 8 t/2' 7' — {6aw-mA,ohaw. OPPOSING SY M TRYCAL AROIY WG(21,/<b Mf'CON it , 2• oq ANc fts To caNcaEeE CENTERMATES (TOP/DO*iCM) $,Oi3/+'S.N.S.O IY 'NJ NV LQ�K_CL�f_a '� � m;H.. ARATlo:¢ O.C.FULL!&a.T, } WI NV L010-MAV GK or 2 p I * (SEE.S HSOULE AT EACH AiC:E. ON SH II) }. �i 5 . I I J G a * 3g IN ' I - e �. 1 , ter ,' , 2 . , 3 . °a��©•tea®�10•:SSA ' .0 _ a Q C HVALV "" {�j en�4 w©�Oa 8�at14+�ca . :O"a'A CONCAE WALL , Y t� iD. w -a ExlSttnG c.J�55 �R'c0'^.�L ego BLCCK WAtL Ext;nKC 0'@LOQ -O�- _SYMMETRICAL _�S '( ,•���6 .t 7�`�°' '�, * rd!N. -EPAP.0 N. •�8a�9•�}3 ��-� ' ExsnN CENTERMAT S > IN I of�•Q&°a 1©•®�®•�7. solitus 5 // 12c ' — (SEE SCHEDULE f f / L———`—— ——_._1 CLASS b} / I 1/ .� OPf[O`tA! I ON SHEET ii) MIN.SEPARATION\ ®R ly!y (IclTr_ROR) ®•®c"®•®Q019`® {�sct-:mule rvTEasOR `____ _ ON SKEET t1) �� J ------- —_•--.___ _.__.J_�. _�-_.____—_ OUT CONCOVE a j 5 0-0— SIX 3 vArnEs I 4P * - ('J hl t,/•,, OUT 6 I/2'MAX.SILAACK OUT �`' fEXTEKOR} HVE �J �1 HVF** HVD FLORIDA BUILDING COM(Mon High Velocity Hurricane Zone trttr X20„ EASt M4 METAL SUPPLY,INC. ...... 71C(jl✓ BE TM �?r ��oer�sfiS S Accordion Shutter System - t, I L E C co N . . ® ■ KV. 9 J DE#i W/OR W/Q KV.t5VWN BLADE f f, Am®riCon Shutter Systems atsea�n6N cAtc cuwr er Ac. TILL}T TESTING 6c ENGINEERING GOAtPANY Assoolatlon, Inc. , OLJ it-063 tij29 t,a:;tE: t,/29/u 97 333!H,Y,SSiA S:,S:e.SG3.VaTbMJ�CJF»�i'S.fSS,°SW 5119? o STATE(7E �` Pnu° {70a1e7,-,sso'.rw:(aDs1a>,-iS3t 268 4Yes[roods Drive x DRAWING No ~�Dp'•.fLDR10 ' ` e-maC:614 ocet.com \hast Palm Beach, FL 33407 3 m-WO6719 , 11-192 C-�S/•'• ` ,�' YFFLLO*�3MALMUT 17f 4atsi 5 SHEET yTU4E/DATE n 9 OT 20 i--POURED CONCRETE OR V ! 'V OR POURED CONCREFE POURED CONCRETE 1�0 CONCRETE A CONCRETE BLOCK WALL BL COta7(E7E ��OR CONCRETE V/ 1 SL CONCRETE CONCRETE REQUIRED � ODCX WALL REWIRED ` O OCO WALLCRE REQUIREDCR CR WALLCRE REOVI.:ED �+ EXISTING GLASS S // /�EASTING GLASS COYCREi�H0� —EXISTING GLASS {'" "T'" ""') 1 I 2•IA;N EXISTING GLASS MIN./ bGN.E—VA—WON>E17.StF:FaiKN I TO ULE O(SEE5:.SEPA DONFA EC / SOibU;E Qe 9♦:Ef iTO LASS(n' I 1 t FCR&4DE ARD 1 ��`'' I ATO CLASS SEE f ! Srt ON SHEEP / I / ON C)AN ,/1a X3 CONT. SL�T 19 OaR sarFOR AD� ii FOR @ADE FOR (9C93-, CONS. 6lldcS©&(. it :)2tl FOR 11 F67 l3ADEQA�O (LOCATE AT r ON St?:Ef 19 FOR ALUM,CL0513i I T/2• SFEET 19 MR FJTNER SLOE TT.L;t_SO&Q PLATE,(LOCATE' +/2• / \ pa� F`1� e.FDisQs a Of O) AT OTNcCFO) MAN55 .._.__. l 1/2'MIN, 1 •L USE OR 2•MAX.. ( �. t g10.if2•S.M.S. 1 I. _ i' (AS APPuf LE)Xx'x1/,D'xo'-x' a10Kt/2"S.H.S 0 16"O.C. t ---�� ALUWNUM ,.1P ANDLE C t6 O.C. _—_ t ��\ .(6063-in "AT U10106NT j` / (I)#10.t/ SM.S.Toga w 4 SEE DETAIL XEOR,/ WALL AT I C. ANCIroRS T To 1 WALL AT t• .C.(LOCi1TE AT J COR �' SEE DETAIL x FCR 7 OR ' SDE coNNE= T OR � EITHER SIDE ,p) r 40p�o . SIDE CONNECTIO!t, ® t0 7N..^KS ®0©.1'!'9 1 .�w E OETNL X FORj 4 { Q��d s 6_Oi o�&' to•Q�r' ro 7Racics a 6•7 o e J , `®a�.11�,�,©w SIDE CON TION O S loP�mp•�3j«©.�¢ L®.©.�,b(6�.�.®a ;®a� as ® ®�® ®^Q®�®•� A032 A Q?a -END CONNECTION DETAIL END CO NEC ON DETAIL 4 COEND N 1) END CONNgCTtO® NN DETAIL 2Q O POURED CONCfLrCE A.REWRED ONLY FOR SPANS OREtTER TWW t2'-a• REOUIREO a `f STI\C.t1A55 CQUIRELA55fE 9LOCIS WDtC -'- aJtiS CS '4 ASN,_ AP.+Rati jS.td. - , _ 2 Vx t.6"' - - _ /J ' /J SQDJ(E of C t n �- _ 5'OR SDROR 11 FOR (CID)Am ca ORE7E 1/2•wN: SC'EW ON ---`-" 1 ON 91'r_-7 t9 RK A, NOR 6 h II FOR ON AVD �' 4 _ _ ___ OR OR 1 OR�' /caNCRETE ' O� 2•D.C. i 5 o `• --I GRID AHC,fCR O 16.O.C. I � Q / bOR S�ORt(qOR 2 f 'I!•1ih. t SZE uMIOF USE F014 � y �C{yw SLID I . SSEET t9 p@� �ORR�@OR(qOR@°R� VIEW -JI:.L {j} _L F/ "'OR .PLAN DETAIL POURED CONCRETE ® � CONCRETE LOCK WALL �._.©0.•O0 END INSTALLATION EOUIREO �U•O•®� HV BLADE OR RA HV WINDOW BLADE INTO C_-ONCRETE OR CONCRETE BLOCK WALL, FLORIDA BUILDING CODE(Non High Velocity HUrricone zone t,�pN��nri��ry 02011 EASTERN METAL SUPPLY.INC. T!( ` ti�cEru A HA HVTM �co,N A,S,S,AAccordion Shutter SystemiHV. MADE#1 W/OR W/0 KV.V,SNG7E e f t�kof-44187 . : B A AmeNcan Shutter Systems ? CMpR°R "Tr MwugAGTILUT TESTING & ENGINEERING COMPANY , o e:as nn.:Axe:.s..St-Tss,w:orA eu1 zs.Fw=nn MMAssociation, Inc.. .1 0L0 11-063 11 2311 t;OMlr -�7�t�f-ft •!�: Pn�e a t}aS)e2t-t 3O.FAi i t3eae�t-ad3t 4268 Westraads Drive 2 tc, a` .- ot6 to eo3cat.w n. Wes, Palm Beach, FL 33407 3 p^tiCNlNG No ���FS FCORiD�`•G\ ,p` r1NT.TE1®Aattur'.Li..P.E. 4 11-192 Ftabns uc/44167 3 SH iD OF 0 SCHEDULE #1 SCHEDULE N? SCHEDULE 43 MAXWUM SHUTTER SPAN 'L+'OR "L-" MAXIMUM SHUTTER SPAN* 'L+' t1AXIMUM SHUTTER 5?AN*"L+" weT r AnnN tF.ENo NOTESP (ft.); F0 ®ONS�Y!/I L OR 'L-" ft. FOR 'L-" - -->--�- ( OR (ft.) 1NSTAUhT10N5 W/ ONE H.V. CCK O0r oor or NS7A IA7tOtd5 W`& t SYMMETRICAL CE CONCRETE& t L WOOD 1}L+:MAIOMUM ALLOWABLE SPAN FORA GIVEN k W/ ONE HV LOCKS MA ISCRY StiIVE A.S.D.OESION PRESSURE RATING. HD LOCK (�+--U'/140 LOCKING RODS C! ONE HV LOCK of! or L-:MAY.AI.LV&?LE SPAN FOR A GIVEN NCA--K �, OR W/ N0 LOCKING WALL A, B, C, D, E, M, N, 0, P, 0, CENTERMATES t2 YA/ ONE HV"T" W/ NO LOCKING RODS AS,D.DEIGN PRESSURE RATING LOCK S© W/TM LOCKING RODS 1@ TOP & (SEE NOTES T.tt)� ODS MOUNTING F. k d: t R. S, d V. (VALID FOR ET 7)TL'NG� 2 PROCEDURE TO DETERMINE NAXMtMJ SPAN FOR BOTTOM (SEE NOTES () KAA CONCRETE k rlODp ��� FLOOR/L`EILING G, H, I, II,J T. U. W & x WALL MOUNTINGS(TOP/fi0i T031)OR FLOORfCEIUNG; CONCRETE&WDOO INSTALLATIONS V CCN✓ORZTE -MOUNTING &M .SID. &Sa D�LSG4 V;TAI.IAR hSID°D=N U;rMLIATI NS GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, pww'pe WALL MOUNTING FLOOR/CEILING FREMX WALL.NOUNRNO PRESvaa DETERMINE MAXIMUM S?AN :L+'FROM SCHEDULE. MGUNANG RAIN-. h 119MO FLC0R/CEI.N1 LIOUNTM Inas (Pa.l.1 rt00R/CaL,roo v0UN11N4 fnatd OR GiA>JJ A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (+M-T (i On-} (a CR-) FY0Ci1 LL+SOL.;rnNO t'�x DETERMINE At47C14UM SPAN'L-'FROM SCHEBULf. L t 61) l-(III L f (a) L-013L t (It) :-(t:) L t (".} E (N1 I v MA10v.UM SHUTTER SCAN t'0:7`L FOROR 1 30 OR LE 16'-0' 26'-C' 16'-0 i6'-0" 30 76'-0' I6'-0" 30 16'-0' 6'-p• INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAY IS EOU'AL TO THE 35 14'-16' 14'-10" 15'-2' ,8'-0' 35 t+'-10' la•-10• 35 15'-2• t8'-10 165 PSI.AS.D.DES`GN PRESSURE RAING. MINIMUM Oi7ERViNED SPAN 9ET'WEEl'L+'AND t-'. ' 40 13'-10" T3-10' f4'-2' .i5'-2" 40 73[-101 W-10' -.40 14•-2' 15'-2' (3)PROCEOURE TO DETERMINE MAXVUM SPAN FOR 45 13'-1' 13'-1" 13'-4' i 14'-3' 45 13'-1' 13'-1' 45 t3'-4' 14'-3• t,HV CORNER CENTErcMATE§3 MAY BE USED AT A11 COMBINATIONS IN BETWEEN WALL 14OUNTUJGS 50 12'-5' 12'-5" 12' 8' 13'-7" 50 72'-5' 1Y-5' 50 12'-3' 13'-1' VOUNF=INSTALLATIONS.LOCKING SPEQFICAT16N9 W/FLDOR/CEILING MOUNTINGS: 55 8' 12'-1' 12'-tl` 55 SS 11'-1' 11'-71' SHALL RE AS INOIC�TEO ON MANOATORY CONDITION&2 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE NOTE P5.SHEET 5, RATING; 65 _ 10-.. _ 1I'-I' 1 -5'17 11' 65 1 - _C 65 9' 10'-S" DETERMINE:' 30'-8'� t0'-6' 1d'-9' 9-4'4 Lt+++FMX.SPAN FOR WALL MOUNTING INSTALLATIONS. La+d A1AX,SPAN FOR FLOOR/CE1LNG MOUNTING 75 t0'-i' 7O'-1" 10'-+' ii•-7" --75 t0'-i' 10'-t' 75 - w-9' tt XCEPT THAT MUrMLM SHUTTER SPAN"t.+'I>'i. INSTALLATIONS. 80 W-10• B'-10' 10'-0• 10'-9" 60 W-10' 9'-70' 1--AND MA"U`A AS.O.OESNG PRESSURE RATING FOR FOR A OVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-6' 9'-6' V-9' 10'-5' 85 9•-6• 9'-6' INSTALLATIONS IM O CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3- 9'-3: W_5' 10'-1' 90 9'-3•--' 9'-3' SHALL BE LIMITED AS FOLLIRYS: DETERMINE: 95 9'-0' I 8'-9' 9'-2' V-10' 05 9'_0• g•_g• I- CONNECTIONS TO KEYSTONE MOUNTING Lr-- MAX.SPAN FOR WALL-MOUNTING INSTALLATIONS 100 E'-9' '8'-4' 9'-O" W-7" !Do 6'-9" _8'-4' _ LIMITED TO +84,-72 P,S.f.AND S'-0"SPAN.SEE L2-. MAX,SPAN FOR FLOOR/COLNJG�12OUNTING MOUNTING @ON SHEET 7, INSTALLATIONS. 105 8'-T i-1 Y 8'-S`' 9'-4" 105 8'-T 7'-1 t' Ila W-4' 7'-Y 8'-7' 9'-2` 110 8*-4" 7'-7- FMAL NWXIVUM ALLOAPASLE SPAN IS EQUAL TO THE 115 8'-2' 7'-3' B'-4' 8'-11' 115 - 6-2• r-3• SEPARAT}ON. TO -GLASS SCNE�{71.E MINIMUM€Er4E I,,"Lw. "U+%11-AND Ys= 120 'B'-a' W-11` W-2" 8'-9" 120 8'-0"— 6'-tt" - .. (4)GO Ta ANCHOR SCHEDULE WITH-'JAL MAXIMUM _ 125 T-10' 6'-8' B'-0' 6'-5' 125 T-10' 6'-8' ALLOWAELl:SP.AND NEGATN:A.S.D,DESIGN- 130 7'-8' 6'-5'... T-10` 8'-t" 130 MINIMUM PRESSURE RATING TO DETERMINE VAx7VUM ANCHOR .135 7'-7' 6'-2' 7'-9" 7'-9' .135 7•-7' a-2' WIND ZONE SPACING. uo �'-s -1," r-7 -6". 14o V-5" 5-tr ASPM E-1996 SEPARATION 145 7'-3' 5'-9' T-5" 7'-3" 145 V-3' S•-9" TO GLASS 150 7'-2' 5'-7" T-4' 7'-0" ISO 7'-2" 5'-7' ..........1SSv 7-0'._... 5'-5" 7.-2" b'-9` -- i55 7'-0" 5,-5. Th912U 10 0'-/1' S'-2' 7'-1- 6-7' 160 V-11" 5'-2" 165 W-1 D' W-1' 7'-C• 6-4" 165M4�-B, 70 8'-9" 4'=11' 6'-t I' 6'-2" 170 6'-9"175 6'-7' 4'-S' B'-9' 8=0' 115 6'-7'180 6•-6' 4'-8" 8'-8' 5'_70" ISO 6'-6" H 7 BLADE 185 8'-5' 4'-6' 6'-7' 5'-B' 185 6'-5• 4'-8' 10 190 6'-4" t 1'-5" 6'_E' S'--5` 190 6'-4" 4'-5" 195 6'-3' 4'-3' ' 6'-5' S-5 195...�� _ 6-3^_...__...41-3' 2O0 8'-2` 4'-r 6-4` S'-3" 200 205 b'-1" 4•-I' w-3• 1 s'-t" 205 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' 1,11,,SER A.Tjk!--=+ ®2011 EASTERN UTTAL SIPPLY.INC. q BERTHA F TM 171 16 E C® i ra�. A,S.S■t�. Accordion Shutter.System FIV.MAM#1 W/OR W/0 KV.WINDOW MADE American Shutter Systems E,p 01TSra7FN0N DATE GPAtN E 4hW.L6. TILLIT TESTING.&ENGINEERING.COMPANY a Association, Inc, I OLD 11-463 1j29/1.rAte 11/2x/11 r`u ATc'"+OF ;7 C>;A ra:S nm:;aw se.,se.3P5,Ar+ c,r;o0ts.Rrn�cA a1�8S • AA RnwiS. '303)871-1530,F4.:(305)671-1531 4288 Wastroads Dr➢v9 z DRA'WiNG No -'�t('•^•. ORIC,: 1A c-ma11 cOW6710.,m 1"test Pplm Eeoch. FL 33467 a j-192 V VfONAL���i IAL W&TER A.TIL,77 J,PS P.E. 9ti-f- PFrx(dR"E/GATE n6�"Lx. 4476' b SHEET 6 OF 20 6lAYIEaUM ANCHOR"4PA�1N•jjp��f_HPD� FORA(1Ly+ Afyx_ iQER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENT&:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ��D D�1CN NF(.4tNE P fRgw RSTINC AND A COR SPfLM91RY•MQ1K `^'TYPE FOR .OMIRMi OR COh R ALOC'IRgAITA"•S (SEE MOUNTUATS E.C,M H ON SHEETS 6 k 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOUS; PCORED CONUM ID0!4=E SLAC( POURED OOROME �� (Aj TO EIOSTIhv.POURED CONCRETE(Min.1'e-1 Tei) 5UXIMUM @WALL.SILL MOUNTING @CEIUTiG MOUNTING FLOOR MOUNTING ^ 1/4'0 TAPCON OR TAPCON YOTH ADVANCED THREADFCRtf TECH;:O'COY ANCHORS,AS MA#JFA.^_TU7 ME GY I.T.W.SUILOEX. 0;,fc.3 Sa, 5PA`4 ANCHORS_ SPACM tFRgn - t/4•o<3/4'ALL POINTS SOUO-SET ANCHORS,AS USTRBUTEO BY ALL P0114TS SCREW,FOLT A,SPCOALV COLUPANY,(Mn.fe 3 w) (R) ` ,Ef$41 NEO{p4E k,+72:.,YL'PJJIIgG t NSO Cf'4!ItuATSE Ffii2P{PA^tG(ct� r SGN MGAP,E PRESSJI_pAiar•,Ow -1/4•+FLUE THP CONCRETE AVCHORS W(OA.P AS MANUF/:.TLRED BY'FLORIDA FASTENERS DIRECT,WC.(M71.f'c.2 kd4) JO 40 40 75 90 IZD fE0 203 JO a tAPCC:."1 OR r 0 bC.i5I S0{F20 1Fta 2o5 30 40 B0 75 9C F20 IW 205 - 1 j+'c TAPPER+ASCHORS AS MANUF'_'TUR. BY Pu'TiERS FASTENERS.INC.,t1:D 65in:SUi 1 BY AL' FOETUS SCIR 90LT G,SPECIALTY fAd'CON'd3TH ADVANCED ;a 112 t0 1 6 8 1 d 6 5.P 'a t2 10 9 F a fi 6 t4 t2 t0 a t 0 i 8 d 6 THREADFGRM TECIINOLOLY COM Nc.R A PRO.EO LICENSED OR X.Z 0...2E0�ChCgR REGISTERED RI,N 5H A4ERIGtV 9{UTiE SYSTEMS A5.,5C.AT^'JNINC.+ANY OR:JtY v c 'WITH _ R e. ..,IN 3'-C" 1a 12 0 S I S 8 6 T 6 ,+ 17 101 9 d B 4 0 14 77 ID 9 6 1 8 8 8 All POINTS$0.10-SET (M'n•fc 3:-':j DR LESS i_a_t2 t0 6 I} 6 6 ;� 11 1C 0 _8 A 4_ 6 7{ t2 tC 19 e_(A_ g 9 74 i-12 10 B d B 0 17 I+ 12 10 D 8 16 6 6 11 .17 10 a 8 8 6 8 BLUE L�W/CAP NOTES: 1. t2 10 6 g�7 5,5 Lb I+ 1 f0 9 D _.aj d.•6 1{ t2 10 9 8 1 8 4 5 TAPPER* AJ)MINIUUiA E7AvM!+ENI INTO POURED CCNCr'iETE OF TAPCON OR TAPCON KSm A01'ANCED THREAOFOtiN TECt4HCiGGY ANCHORS NIB TAPPER r 1a t1 10 ~g H B e E 11 12 I 9 8 6 V 6 6 ti 12 IO 9 84ANCHORS IS t J/4',AND FOR BLUE TAXI W/CAP LKC11CIRS IS 1 1/2', 14 12 10 8 8 8 0 + i4 12 10 9 e 9 8 4.5 11 12 10 B 9 6 4 3.5 A.7)MINIMUM EMDMWE4T OF 1/4'e X 3/4'ALL RYNTS SOLID-SET ANCHORS SHMI.8E 7/8'FNTO THE POURED CONCRETE.NO EASEOVENT 14 f2 16 9 I 0 d d 4.5 ti I2 IO 6 6 8 5 55 i4 i7 10 9 5 B i 6. 4,} INTO STUClO SMALL FE PERIATT£C. 1/4'i-20 S.S,MA.CHNE SCREW USED SFNU.BE 1 1/2'LDNG MiNQUV SHOULD STUCCO EXIST.AND 14 12 10 9 75 5g 15 - 14 12 I tp 9 d 5 6 5 l4 i2 10 9 ML A .- 8ea:E'Jrn}rfdF t9 1 t7 filLiM FOR WALL�i W^H NO STUCCO. t2 10 '6 9 B 16 6 i4 12110 6 B 6 6 5.' to 12 10 8 4.51210 9 d I? 4 - 1+i t2 10 9 1 0 ,88�3 1 < t4 I2 ^0 B J A-3)qh'C4_r.TRAT P1RECAST STONE,°RECASTCCNi,t':ES PANELS,PA` NS OR A.NY YE,`:EER eE FOUND fi i .HE T_76ST;G WAUL BR FLOOR, 14 112 110 9 16 F7.514g - 14 i 12 id!6 f 6 e 0 Ii,S 14 12 16 9 ARCH-RS_H"BE LONG ENOUGit TO REACH THE MAIN STRUCTURE EEKIND SAID WALL FIN•SHES.ANCHORAGE SKALL BE AS'.NDICATED,ON is 12 9.5 7,5;05 4,51- - 14 12 10 i 9 E 743 5, 1 14 12 Ia 9 H 0 NOTES AI)&AL2)AIICAE.FOR IKSTALIATIONS CN W4Yi.SIDINS OR EIFS WITH OR 4%VK UT METAL STUDS CONSULT THIS ENGINEER.FOR 6•-0' 1i 111 10_,.9 C �__B_�6 jb 12 t0 0 0 B 6 -144 12 t 10 D 9 6.5 _ INSTALLATION INTO-IFS WITH 4ETAL STUDS SEE SHEET 2D. 14 12 10 9 75 ]51 J�i- 1�12 10 85 7 ].5 4 J is 72 B 6.5 541 4 J 74 17 110 8 18 6 - - Ti- 12 Ip e -8 65 9 J.75 14 72,i0 6.S 8 5 { - (0J TO EX(STTNG CONCRETE fILGCk:(ASTM C-93) 74 12 H 6.5 64 J - i- 14 1. 10 9 e 0,5 14.5 JL5 1+ I2 tp 0 7 S 1.5 3 - 1/4'0 TAPCON OR TAPCON Y.TTH ADVANCED THRMFCRU TECHNOLOGY ANCHORS,AS MARJFACTURED BY I.T.W.BUILDEX. 7'-0• 14 I7 110 9 1 H e - - 14 12 tC 9 D 7 5 4 fa 12 110 9 7.5 55 4 J - 1/4'0 Y 1/4'ALL POINTS SOUR-SET ANCHORS,AS DISTRIBUTED 0Y ALL POINTS SCREW,SOLI&SPECIALTY COMPANY. 14 17 i 10 8 i6g 4 - - 14 12 -9 7.5 6 '4_5 3.5 - 14 110,5 7 5.5 4,5{J5 - - - 1/4'0 BLUE TAP CONCRETE ANCHORS Y!j CAR AS MANUFACTURED BY FLOR!0A FASTENERS DIRECT,INC_ t4 1+!12 10 9 7.5 5.5 4 - 14 112 0 7 7.} 4S - - 1!4-0 TAPPER.ANCHORS AS MANUFACTURED BY PaA:VS FASTENERS.INC..AND DFSTR:9UT-e6 BY ALL POINTS SCREW BOLTS SPECIALTY t4 It I 351ag - - I4 I t2 1p 1 D '.5 5.9 4 - 14 12 9 7 16 45 .] - COMPANY OR A«4Y t}THER wPPRCY-fl UCENSED OR AUTHORIZED 4ENOCR REGISTERED VATR TIC MERtCAN SHUTTER SYSTEMS ASSOC:A.TICN.INC. S.-O. 14 12 10 'a H 1 6 e - 1s t2 i0 8 6S 0 JL5 - NOTES: 1A t2 E] 7 8 65 55 4 J - 12.5.9.3 8 5 4 J 1- - 3.1)VNIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAXON,BLUE TAP W CAP ANCHORS AND TAPPERr ANCHORS IS 1 1 4 AND TAPCCN / / to 12 19.5 7.5 6 - 1- - t.T 12 10 8 GS 5 - - 14 72 6 1 16g F 4 - - C.TiH ADVANCED THREADFORM TECHNOLOGY ANCVORS 15 i', tJ ID.] 0.9 5 I- ! I2 10E 6g ] (- 14 t? E 65 3 1 4 - - :s 12 l0 8 e - - - F4 12 10 D 7g�1.5 14 11 Hg 7 6.5 4 9'-0' L_ - - F.2)MINIMUM Ea9iDMENT OF 1/4S k 3/4'ALL PC-STS SOLID-SET ANCHORS SHALL BE ENTIRELY E)ADECDED INTO THE CONCRETE 9LCCK.NO :4 11.5 75 6 4 - - - 34- I1 7 5,} 5 S5 11 6 6,5 49 3.5 EMBEDMENT INTO STUCCO SPALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW�US£D'SHALL DE I I/2'LC,NO MINIMUM-SHOULD 5it-000 14 12 8 45 4.] - - i4 12 65? 5..5 4 14 t0.} 7 0.5 6 4g £X15T,AND i'N1NtNUM FOR SL'.At!S Wlm NO ruCq. tI4 &5 Y,0 4 1- - - - t+ 12 8 7 4 4,51- - 14. 71 1 Sg +,} J.5 - TO'-C" to -12 10 4 7.5 - - ,- i'l 12 10{8 es 5 - - '14 F12 8 6 5 4 - - D,3)�44,GSE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PA:£RS OR ANY VENEER BE,FOUND ON THE EXISTING-WALL O:FLOOR, 95 8.5 ]j 4 J - t0 7S 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE:MAEN STRUCTURE S�.INO SATO WALL Flf;ISl--S.MCHORAC?S:INLL BE AS V.O:CAATEJ ON 74 It 75155 1- - I- Ta'tt.5 S I E 15 + -I- 12518.5 8 5 ++ - - NOTES 9,1)&0.2)A90vE.FOR INSTALLATIONS ON V.NYL St0ND OR DIPS WITH OR WITHOUT METAL STU-S CONSULT THIS E=3EER. 0.51 8 5 E 6.5 5,51 4 F3 FC E] S 4 s} FOR I::STALLA71214 INTO-EFS_11Ti4 METAL STUDS SEE SHEET 20. 11'-D• 14 1;IJA 10 - - - - - 14 12 9 7 0 4,9 - i+ 0.0 7 S.5_Z_11 1Jg S.5 f 9 4,5 J 9 7 a.e J.] J 7- {C) A:CHO'n5 SHAit_aE,lNSTALIED FCLLA'K.NG ALL OF 7H"c RECCMMENOA.T i:d15 I.:C 3�ECIFICAT10t:S OF TKE'XNCHORS MANUFA'_'Ti,2ER. 14110{7 - - - - - 15 45.5 7 5. ls.5 - - - (1.9)0.5 5,5 i:9 1.7Sf- 5.5 7 14.5 -I 1- 1- - 14 11g 73 6 5 _ 12 1 e E 45 + _ (D) SEE SCHEDULE 9ELOW FOR EDGE DISTANCE(EO.)VERSUS SPAr:NC RELATIONSHIP FOR F`.CHCRS. 17-C" 1• 12 10 - 1- - - - 14 12 8 6.5 8,5 -j-- t)10 8.5 5 + - - - EIlfE_CIe7ANCE V Rc to ej?AGIN(' eCHED14E FOA AN HORe1 ds 4,5 �,_�I_. is 8 5.,', 4 15 - - - 0 6 s J - - - - MAXIMUM ANCMOR SPACINGS ARE VALID FOR EDGE W: 5.4 Ss 6 -t- - I- - t3 15.5 e.5 5 < _ '! 0.51 E 5 4 - : - - STANCES INDICATED 9£IlYA'.FCR C 0.LESS THAN SH£G4',KOAtEO,REDUCE)INCHOA SPA«VC 9 eS - t - 14 10,5 7 5.S 451- _ _ _ 9Y MM1.0PLY1140 SPAC+NC SHORN ON 5.'" JLE BY THE fCLLOMNG FACTORS. I- 11 18.5 1,5 a,5 Js I- RLDUtm EP•11%0 OOTA.,To USdNG FACTOR SHALL NCT OF LESS TIM A wUM SPACING 1101CATEO FCR EACH 41C_Ca T.QE 13,_a• 14 it - - - -1- t- :4 11.5 7.57.51 ss s 1- - - ;2 I D e 4s a _ _ _ FACTOR 14.5 E - �-_ q-�( - t 0{7.9 5 1 4 J - _ _ 7.5 S j_ - 3 _ 4 1-p- - *I`t'-•7 1 5 <:-I=�...- EDC£ TAPCON TAPCCv YRTt1 ADVANCED p�PW!Ef 90ll0 SEf TAPPER+ I- - •�9g H.5 1 S - Io. 7,5 5 < - I- - - DE OR DICTANCE 9LLlE YAP W/CM } - THREFDFQRM TEiDiNDLODY M'.;N.SPRrINO 73-47 i f2 - 14 16; 7 5,5{ - t e5 5.S aS - - - ED. MIN.SPACING -1' Mltt.SPACING-J' MLN.SPACING- 3 1/2' ML.*7,SPFOih�a e' 3 3/4' I +' P 17 5 S• POU+RCI CO14MTE& POURED CONCREE!PD.FM<S - 1- -1- O LYf�:CPEiE 9LLVA .E'-1.•J IJ]'MAN.E0.•2 7/2• OO''"`R-`T£OLA'''K CadC?Et OLOOK MnL ED.•J t�lvti EA•2 I/2• n. r 15'-Q' Tc - - -_ - 0„- 13.5 10 6.5 -__ - -i- i0,$ e 5 - - - BLADE WORKING 3- M, 1.0 _ 0,90 1.0 0.78 1.0-_,__' 0.6+ 1.0 g _ _ _I_ _ _ _ Dg 5,5 4 - - - �'_'dg ]' 1 - - _ _ 2 1J2" - O,S1 t.0 - - 0.67 10 To- _ _ -1;-I, _{ MS 6 5` _ _ - - - es 6 4 - '_ (N UNISON ® -x. ........_.._ _ _._-Dii - ......_........._ _ ast ... _ 3/4' 17.51 9 1- - - 816 + _ _ _)_ _ 114-5 1{g 0.35 14 - I- - - ^ (• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, A:TI 02011 EASTERN METAL SUPPLY,INC, � /T=.._ - N '�P`��cENs ':`'s' EER`T�'IA l V74' ` !L IET-6 6 1.c. Accordion Shutter System H.V. �iT w/OR w/o xv var�v aaDE American Shaer Systems Bv. oaRF6R DATE D Y,9YA.cTILLT TESING E05NEERIND COMPANY STATE()F AssocfatYonr Inc. 1 I QLD 11-as3 25/I -' =1/29/11 P ' t PnP-e:1 7.-1530 x5)' .Fox:(205)En_1531 4268 We<_treads Drive 2 DRAYtiNG No west Pclm beach, FL 33407 ] r7 s/0NA��-�` M1'ALTEF A.TIWi:r.P.E. P.E.+SS. ,, 4;�AJUAI'i RE/DATE flaxeA Lc.a 4+167 } _ SHEET 6 13 OF 20 C,4 u -S 0 tiw LAJ Ca) Co r zL= .,nw 5=0 2 0 laIM th u 0 > r r1.1-1+1--14, 1 $.it f I M I g D.� ------ ----- itt'ttItIll LLI gY..6-e. --------- --.. Ilan RE ........ - ----- ------ -- 7 - --------00- -------- lw ........... ......... ........... ....FIT g-n.... • I It I I I 4t 4 1 1 T ------- A 2-2..".,w I -- — —------------------- - - - - ----------- ------------- nnnWITITVq ",to 'w" Li -17 -:0.-0 ------ - -------- - ------ --- ---------- 1q. 1 F1 H_____! j �4 fi Ed- -i--T-F-4 92 2al 11 ----------- ..... .... . . . . . . . .......... .................. -"214. ----------- — ............ . — ---------- ------------ ---- ..... . . . . . . . . . . . ............I............F. ........... - -----------O_ q_ - ---------- ............. Fi It ---- -- -------- ----- --- tit t t; - 1- ii i i;!