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HomeMy WebLinkAboutProduct Approval 11/5/2015 Florida Building Code Online 177 v r Ao o s Q n 4 Florida Department: BCIS Home Log In User Registration ( Hot Topics Submit Surcharge Stats&Facts ( Publications FBC Staff ( BCIS Site Map Links Search ,6S ""'r' Frofessi nl Product Approval JJ I IQ USER: Public User RegulationFRIMIN Product Approval Menu>Product or Application Search>Application List �"' �"` �'• 4+ -�-Y =P.' JUL Search Criteria Refine Search PEPT.MI _TiiNG Code Version 2014 FL St. Lucie County 'FL 389 Application Type roduct Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL Tvoe Manufacturer Validated By Status FL389-118 Re ision American Shutter Systems Association, Inc. John W. Knezevich, PE Approved Category: Shutters (954) 772-6224 Subcategory:Accordion *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails 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 click here. Product Approval Accepts., 0 tf� stcunt https:/ffloridabuilding.orgtpr/P_app Ist.aspx 1/1 GENERAL NOTES: T.BfER1HA N.V.ANXXIROHON SHUTTER SYST41-SNLrvAN ON THIS PRODUCT EVALUATION tDOCLIMFNf .E;D.)HAS BEEN VERIFIED FOR COMPLIAME IN ACCORDANCE VAIN THE 2014(5th EDITION)OF THE FLORMA BUtLDINC CODE TNS AfX;ORAON SHtRTER SY5iEM SHALL NOT BE INSTALLED AT HIGH HURRICANE 2OHES. DESIGN WIND LOADS SHALL,89 DETERMINED AS PER SECTION 16M OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED,.PBOUiRED BY 711E JURISDICTION WHERE SHUTTER WILL • TABLE OF CONTENTS ITE.INSTALLED WITH A DIRECIOWAY FACTOR Kd-0.85,USING ASCE 7-10 AND%ALL Nat'DZEED THE UA)MUM(A�.O.)D£SICN PRESSURE fNATTNGs INOECJR7ED ON SHEE15 11 THRU 15, 19&20. - . . IN ORDER TO VERIFY THE AHOVE.CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PET?-ASCE 7-10.SHALL BE FIRST REDUCED 70.A.S.D.-DESION WIND LOADS AREA•1. W BLADES 0'd�G CAI BY MULTIPLYING THEM CITY 0.6 1N ORDER.TO COMPARE THESE W/MAX (AS.0)-DFS€GN PRESSURE-RATINGS-INDM41M ON-SHEETS 11-THRN 15,19&20,. GENERAL.NOTES SHEET I IN ORDER TO VERIFY THAT.COMPONENTS AND ANCHORS ON THIS P-ED.,AS TESTED.WERE NOT OVER STRESSED,-A 33%'INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS I=USED IN THEIR SYSTEM COMPONENTS '1-20 SHEET 2 ANALYSIS,HOWEVER,A WAND DURATION FACTOR CO-1.60 WAS USED FOR-VERIFICATION OF FASTENERS.IN WOOD. - -- SYSTEM-COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEM'S ADEOUACY FOR WIND AND LARGE MISSILE IMPACT LOAD NAS BEEN VERIP$D IN AOCORDANCE WTTH SECTION 1609:1.2.OF THE ABOVE MENTIWED CODE AS PER ATL REPORT-1 � IWICAL.SNUTTER ASSEMBLY .39-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -Liv BLADE Q 10214.01--03.10715,01-03.11004.0145,01214.01-05./0317.02-/6,1D6D9,01-10 AND.#0210.01-11 AS PER TAS-201.TAS-202 AND TA!§-203 PROTOCOLS AND ASTME-mISOO A. • HV ADE!&AN }�{�/ WLND061i A R AW 2. � - D AND E-sa96 STANDARDS(MLSrinE-EVIL.D.WIND zaNF'S i;z-m 3).&11220.01-10.Is�PER TAS aos,203&'21L7.PRamcnLs LARGE MISSILE. EI2E,QPPU -HV WIND"MADE 8.00505.01-08 AS PER ASTM E-1886 AND E-5990:(MISSILE LEVEL M W44D ZONES 1,.2.3)-BASK PROMOTION ONLY AND 0 0725.101-88 AS PER TAS.202 PROTOCOL. TYPICAL.SHUTTER ELEVATION k NOTES;.ON LOCKS 'SHEET 5 2.tN BLADE QAND HV WINDOW BLADE INSTALLATION DETAILS A-F,CONCRETE/BLOCK 'SHEET 6 ARE ENGINWZED 70 WORK IN UNISON WITH IEACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DENIS G-M,CONCRETE/BLOCK .SHEET 7 3.BERTHA N.V.ACCORDION PINS(W SCREWS).USED AT SLAVES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHWA DE,114x2.75'AND#14x1,75',RESPECiTJELY.410-HT MINIMUM SERIFS CENTOWTE• DETAILS.HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 koi YIELD STRENGTH AND 180 k4 MOLE STRENGTH.PINS SHAD.BE GRATED WITH BERTHA HN DACROSHIELD COATING,-SYSTEM AS MANUFACTURED BY APPROVED CENIERMATE ALTERNATING DETAILS FIV SHEET 9 COATING APPLICATORS.REGISTERED-WIDH AMERICAN SHUTTER SYStEMS.AS50CATHON,SNS.MUST BEAR THE iN MARKING ON THEN HEAD. 4.ALL ALUMINUM LLOY.EXTRUSIONS SHALL BE'ALUMINUM ASSOCWTTON AIM AND TEMPER ASINDICATEDON SHEETS Z AND 3,MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY IS 30.0 keH AND 35.7-IW FOR END CONNECTION DETAILS 1-8.CANCRETE/HLQCK SHEET�10 EXT 6005-T5 AWJaMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5.ALL=HEWS 70 HE STAINLESS STEEL 304 OR 316 AISt SERIES OR CORRO^sHON RESISTANT COATED.CARBON Siffi,AS PER DIN 50018 WITH SD W MDI.YIELD STRENNGI4:AND-90 ke MIN.-TENSUE SMETNGDL ANCHOR SCHEDULE-CONCRETE&BLOCK SHIM 13 AND 91ALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK $41EET 14 6.BOLTS TO BE ASTM A--307 GALVANIZED STEEL OR ANSI 304 OR 316 SERIES STAINLESS SLEA WITH 35 kW MINIMUM YIELD,STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR.SPECIFICATIONS:W BLADE(D 12,13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 W BLADE(j) WOM014G 1N-UNISON: 12, 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 •8.THIS BERTHA N.V.ACCORDION SFHt1TTER SYSTEM BEARS A U.S. PATENT 06'779.592.COMPONENTS OF THIS APPROVAL ARECOVEREDIN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED TO EASTERN DID CONNECTION DETAILS 7-12.&:),W00p SHEET 18 METAL.SUPPLY.ILC. 9.IT SHALL BE THE RESPONSERM OF 714E CONTRACTOR TO VERIFY-THE SOLIDNESS OF THE SITHUMPE WHERE SliRN7ER IS TO UE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA 3: HV.WINDOW BLADE JAI ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THlRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING To PREVENT WIND/RAIN RuR1S10N, TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUSE BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINCS HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL W AND HD A �• 111/.WINDOW BLADEON Y CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCM in 11.SHUTTER MANUFACTURER'S LABEL STALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SKTTER IN ACCORDANCE WITH SECTION 1710.6.3 OF FLORIDA Dt9LDING CDD£ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LASELM TO COMPLY WITH SECTION 1710.82*OF THE FLORIDA BALDING CODE 12.BERTHA N.V.ACCORDION SHUTTER SYSTEM INSTALLATION SAL.(AMPLY WITH SPECS INDRCAT®tN THIS DRAWING.PLUS ANY BUILDING AND ZONING REGULATIONS-PROVIDED BY'WE.RURISDtC7TON WHERE PERMtr S APPLIED 10. 13..(a)IM P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;I,&WHERE THE SHE coma ow DEWUE FROM THE P.ED: (b)CONTRACTOR TO DE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUomc LIFE SAFETY OF THIS:PRODUCT.RASED ON THIS P.ED,.PROVIDED HE/SHE DOES NOT DEVIATE MOMTI.1IS DRAWING' SMALL ONLY BE USED TO AF THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SETY AT SITE IS THE CONTRACTOR'S RESPONSIBILM.. OBTAIN.PERMITS IN THE STATE OF FLORIDA (C)THIS P.E.O.YJILL BE CONSIDERED MUD IF ALTERED BY ANY MEANS. (d).S SSPEgFlC PROJECTS SMALL BE PREPARED BY A FLORIDA-REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE MNEER OF RECORD:(EA:R.)FOR THEPROJECTAND WHD WILL BE RESP- LL FOR THE PROPER USE OF THKE-PLED.ENGINEER OF RECORD,ACTING AS'A DELEGATED ENGINEER TO THE P.E.D.ENGINEER-SHALL SUBMIT 10 IHS 1AT7YR THE STE SPECIFIC DR MNGS FOR RENEW. - - (e)ORIGINAL P-F-D..SHALL SEA THE DATE AND ORIGINAL SEAL.AND SIGNATURE OF THE PROFESSHONAI..ENGINEER OF RECORD THAT PREPARED IT. H FLORIDA BUILDING CODE Non High Velocity Hurricane Zone +a`\\\P -+1:.r j/�j!�� 0'2015'EASTERN METAL SUPPLY,INC. Y . vcFi , y BERTHA TTA ..'Si.S►.,A. y r _ 11. EGO „��. Accordion Shutter System TLV.BADE#1 Wf'OR W/D KV, YAMM 11ADE American Shutter Systems BLs�IFODI msc DRAWN Gc M.L S1; T�• 7F TJLLIT TESTING do ENGINEERING COMPANY ASISOCIQtiOn Inc. 1 OLD 11-192.. 4/0/V5 H��.• oc iOF, e339 N,x,.3tgh.SL.Sdo.3A,vatotra,:tMA1+s.RCRpt.33t r GATE: 4 13/75 (3as)97r-1330. Few:(305)811-1631 4268 Westrood9 Drive 2 '•��r+\.+`+ 6-mo,ttttecaOCdrorim West Palm Reach, FL 33407 3 DP AWING No •Ni;0NAL.E�'`�``� wata n azTLLr7T'ar aE a 15 '08$ \` FLORIDA va F 44167 5 SHEEC P.E. .O 0 SEALAA��MURE/OAiE 3'1 rDR fa61051 aHsr'9 VARlE'S: ♦ QT . a, b C (•LL Q�'ol � iI34` r�� __ o X090 .�.. � n ,1g _12rp�a7�•(�7.�y` f� r. m ci'a��o�✓ _ 0 CAW' 4.999• 1 HV SOCIA BLADE3�HY UNIVERSAL (=COATER �'H 'V 9TZI- STARTER OVERED UNDER US PATENT'S 5458179 QUALIFIED OR USE Wj QUALIFIED FOR USE W/HV BLADE 6005''T5 ALLOY AND TEMPER �pUALIFIED FOR U�E W/ HV .. 6063-TALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 BLADE 1 3-T6.ALLOY A R 6063-T6 ALLAY AND TEMPER 3.226' .�, � � .670• 670' 2228• 12 .49,4• 8,2 ..000• n �• S .D7s' 7.0197• ^ao7z' o.07Z HV ADJ. ADAPTER WAI 1z• 1.375• 3.726• QUALIFIED FOR use W/ HV ®HV WALK—OVER TRACK .920 - ©HV ADJ. FL00R TRACK QUALIFIED FOR UE w/ HV 9QHV TRENCH TRACK 6063-T6 ALLOY AND TEMPER BLADE I QUAUFIED'FOR USE W/ FIV QUALIFIED FOR USE W/HV 6063-T6 ALLOY AND TEMP BIADE01 ONLY. HV RAINGUARD 6063-T6 ALLOY AND TEMPER YAfbFS 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV - 1 930' n(A) 1' 7 47S' a BLADE 1 VAF43 1.936' 6063-T6 ALLOY D TEMPER •0 1.917' c 0 083• 083• •0 .093'o n .100" - 093• o , .12§' .060' m .060' 670 o a .093' .093• �� .460• p� m 6' 670 1.688• • 6.%A. 870 - F ' 7529' 11 _HV CEILING•H ER 1� HV HEADERS •.T• p UF1ED FOR USE W HV 8LADE 1 ONLY, QUALIFIED FOR USE W FIV BLADE t ONLY l'�l HD CEILING HEADER/SILL / 6063-T6 ALLOY TEMPS QUALIFIED FOR USE W/ HV BLADE1(� 4 SEE SECTIONS DR VALIDITY.- SEE SECTIONS FOR VAUDITY_ FOR 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER x1-Yl-t COMPatOa A 9 Ti T2 %. Y k 2" 2' 0.125'2• 5'MAX. 1/6' /6• 1 3' 3T 0.090' � 1® 2' 5'WOL 0.192' 0:192' . l'.J SIDE ANGLES ' QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 015- r MAx.;01190' 0.190- .CORNER POSTS L UAi IFtE0 FOR USE Wj FIV BLADE�1 QUALIFIED FOR USE W/ FN SLADE(j1 6063.-T6 ALLOY AND TEMPER 6063-BLADE ALLOY AND TEMPER' rJot2- S'MAXI 0.139• 0.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Hon High Velocity Hurricone Zone RP. ,TIC(%T�.,,� 0 2015 EASTERN METAL SUPPLY.INC. �`:��cENsfi•.9 - BERTHA H1/TM m E c o „��. A.S.S.A. LivaQE KV.t� Accordion Shutter System BL �t W/.DR W/0 NDav BADE•'*= TILUT TESTING & ENGINEERING COMPANY Afinertcan. Shutter Systems oTscRrono+1 OAIr DRAWN sY: M.L L. STATE OF ;',�` WW H.S.3,w u se..M.7OMM COMM rLOMk 331 AssOCtCltlon, Inc. , oLD 11—ts2 4/13/15 MTS 4/13/15 Pho .:(aos)eT1-.1570,Fey.;S30s16�1_1571 4268 Westroads Drive x D,� FLOR1d : `�` a- m-000719�m West Palm Beach, FL 33407 s DRAWING No l' cSS1 NAL a•``` YW.TFR A fi1R Jr.P£ + 085 P.E. Sr1JfG�&JGt+MII'1��2E/DATE `L'°'0 44167 s SHEET 61 2 OF 20 4.680• 1578' t a-20x1 - t 4'-20 W CAST 45• 6' p. f fEAO "".JNG"o"a 11/4'-29 ssu.s. EO PAII:ND 7lRIPADLD O.x,sm n1 — qAm mO! W�09+ 878' 7 .318 _ s EpAkqzs _ 9 0,4 - "�' • 8 an(Of=E (atRWt FIAT-) 21 HV CENTERMATE • ' Kom) Q IFIEDDF R USE w/ HV BLADE 1 +�2 HV FLOATING CCN o< xs - a� ® Fl LOCK ® NV EGRESS LOCK O CAA , QUALIFIED OR / HV QUAIJFlED FOR USE W/ tN 63-T6 ALLOY AND TEMPER Q ED FOR USE W/ HV BLADE 1 & 1 ONLY 6063-T6 ALLOY AND TEMPER 250' ONLY. BLADE Q&!®ONLY: ODAURED FOR USE W/ HV BLADE 1 ONLY 2sa�O0' te' 18• 2-874' 6063-T6 ALLOY AND.TEMPER: PLASTIC HEAD o EW SCR m ^ . 1.758` 92 4.043* 2 MOIDE m N4.%AV h "AFTER R1Y'ETING " 1/st".@-20 5 x X3/4" OFsoRE P:NEi,NGSS. THUMBSCREW a ZA"ss— 0 RIVNUT* sm,9444 AUARNt1M(2024-T3 ALLOY)LARGE FLANGE TM B 2' SNOT NOP.2RT.PARr P 0828,AS MANUFAINURED BY"DEL PIAN fRONr ELEVAT80ti Y " " K C CHEW TrATO 74.PAFWMAY.-NEW�dU-'V 07054 OR EOULL. © LOCKER FOR 'T' LOCK CENTERMATE QUALIFIED FOR USE W/ Hv BLADE 1 ONLY +� HV FEMALE -T- LOCK CENTERMATE ® � "T" LOCK ® HV ALTERNATIVE LOCK 6063-Tfi ALL AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1DONLY QUALIFIED FOR USE W/ HV BLADE(;P tiV/HV BLADE(DONLY. BLADE( ONLY. 6063-T6 ALLOY AND TEMPER 6063•-TG ALLOY AND TEMPERR'' gSS m ) THUUOFtkw - 3 CYLINDER DR .214' .083. ,082 KEY CYLINDER m .214. m 0.875 Min: m ° yr n 1 .125'Mar. 14Q CENTERMATE W/ Q OC D RATE LOCKING 4D ooa o m QUALIFIED-FO TS AUSE LLOY W TEMPER BLADE 1.8d to. QUALIFIED FOR.USE LN/ HV BLADE i)& A ND CENTERMATE'S INSERT 6063-76 ALLOY AND TEMPER m a ArbEs, tz•Mw. QUALIFIED FOR USE W/ FIV BLADED&Q* 1/4�m SS.0R 3/Ga-16 48�*M!t 6063-16 ALLOY AND TEMPER ;,,,, TtRBABNtRN •.raTu 1H[A1650tEYS. }1/2• xu CYI]!.'OFR' (4Y UEt �O — OR KEY 1.57 UK CYLINDER �LOCKING RODA (RHD LOCK �OUAUFIED FOR USE W/ W BLADE�1 � �' —'z(} AISI 304 BY REGENT HARDWARE MOBRSE LOCKS SERIES 2333 NOOK DOLT LOCK, 6063-16 ALLOY AND TEMPER bI/STALLATION WILL REQUIRE A 7 OLE ERIES S.S. THUMBSCREWS QUAUFlED FOR USE W/ HV BLADED&FOR REORIENT QUALIFIED FOR USE W/ HV BLADE Q FLORIDA(3UIl DING CODE t�lon Hi h Velocit Hurricane Zone F 0 2015 EASTERN METAL SUPPLY.INC. % BERTHA HVTM - tem _'- Accordion Shutter r IL ECID NC. A■S.S■A■ wv s��� /DR-w/o Kv.wmm aAx American Shutter Systems LV Ik OESCFsnm DATE DRAWN Or M.t_ ••L TILLIT TESTING & ENGINEERING COMPANY s,a:• S kA� Association, Inc. t QLD 11-192 4/13/15!11E 4/13/15 4 `: D333 N.W.38th:SL.$I.703.YRCL'M4 G4 .IMDRM 331 Ph°m:(305)871-TwO.Tar:(305)S71-1wI 4268 Westroods Drina 2 ING No �.,���.(FS• ....•4�ta``�3 o—mW.,totecaoo9.wm West Palm Beach, FL 33407 3 5_0 5 WUTER A.TIU1TJi. 4FLORIDA Va 411167P.E. SEALJSIGNATURE/DATE 0 20 SHUTTER ASSEMBLY SCHEDULE FOR HV (D EV L& 3/8' 41 72" SLAVE ce o82� 70 W BLADE 1 4 itr ro C 1 .1075' 1 ® HV BLADE 1A 1 NV MD W etADE .0825' _S Y-Y .0623 .0625' ~ -�HV LONG RECESSED NYLON BUSHING t Los n '0 PENN 0825 i'7875' Y LE HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER Q pR ., IN CJ N TUT PORRON R1 7 350" HV WHEEL CARRIAGE AISI 302-303 SERIES. I I `' 4 4 x 0.874"0/16' THICK NYLON WHEEL 2 7/"MIN. HV WINDOW CLE 0.188"0 AlSt 302 SERIES S.S. RA1EI'SSEPARAItON .OG25.1 03. A750o' BETWEEN ® HV 1 3/4"ACCORDION PIN W/ #8 HEAD'* EXTERIOR ' r OPBICE EN t 5 5/4. 0125' ® HV 2 3/4" ACCORDION PIN W/ 18 HEAD * 415 12ON Tis 7500 41 a7�" CIEVAIM 21/4 ® POLYCARBONATE IMPACT RESISTANT HV WINDOW 9 CAR TYPICAL HV WINDOW BLADE--a AND ' E _ LARS POLYCARBONATE HV WINDOW DETAIL I ©OR (D ( 4 or a i I ! 3 NITS: • ((SEE NOTE FOR REQUIREMENTS) I (L-)OR ® l i *P01_YCARBONA1E IMPACT RESISTANT W WINDOW I BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC * 1 ( 1TO M TO PLASTIC LEXAN 103 RESIN I I $ Q OR { I (SEE NOTE "F" ON SHEET 18). (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1) OR N j'I I POLYCARBONATE SOURCES FOR HV ®BLADE. I i EXTERIOR ICAL SH _ 1Ye�v amvwl�5 UTTER ASSEMBLY "1'" N (2) HV PIN ® MAY BE USED 1N LIEU OF AND ONLY AT Ext [OR FIV PIN t2 OR X©AT 1160a2cE m®, EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D SLADE'S KNUCKLE. )' BLADE WHEN CORRESPONDING TO INSTALLATION "it-, SHEET 7. (SEE NOTE s FOR sl« G1umr AM D192 anu 1bA e 0 a31P/WNTSREQUIREME ) 'A •� I' 1 _ VM=YAW S/1 UCRI AM ow &TOP 0.1 0$w P�" W O.D. i 1&" THICK S.S. WASHER O i = FD"WA "'AT Tlm0 ASTM 070 1 00 I-L 1..wo P.u. (3) HV PIN OR © / 12"/ / c� E 1WOAL'uooxPs ASW VM 3=4060 Ps.L N5.1m P.J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHFET OU 101a Lo am ASM mss 1e f1-n. »rr-mt I'VE m9paly?a PAOsEEL CARRIAGE DETAIL EMBLY LAYOUT "W ram Jsm OM02M .-I s Pts au= Ae�ay RATE OF oto A594 OG13 C-1 CSASS G•1 Cti3. N.IS. sof e.wrmm A57M o102v low 7 Wo 15T71frdM AM Gi55' 1ENSL8 SM941H MITI*CAD ARM 618 9702 P.ai sew.P.aL M HV BLADE SOLID & 1j A HV WINDOW BLADE DETAILS TQM WonWtA191m+P AM M WI P„' HmA L N.T.S. FLOMDA BUILDING.CODE Non High.Velocity Hurricane Zone .����•AER A. T/� ����� L0.2015 EASTERN METAL SUPPLY.INC...+,.1GEN.,li�,,,� A V � � BERTHA 11 L E C 4 �N�. , , , Accordion Shutter System w v BLanE,1 ay at w/o H u WiNDrm aaDE Amerlcon Shutter Systems x,, DESCMMCR oAn oMAaN Rr: M.L. TILUT TESTING IR ENGINEERING COMPANY p AjEQF :*`? sasy,N.N.30m,sy Ste Sat,Npmm r.om FUMA 3316Association,. Inc. x OLD 11-132 4/13 IS i?L• 4/13/15 ^Codi <ORIDA P1a"1(sos)s71-isao'.Fm c(aos�ii-1ss1 4268 Weslroads Drive z DRAWING No S `� a- - t9• West Polm Beach, FL 33407 3. 15-085 ''�.,;ONq'L VA S v.�� WALTER.A.11118 Jr.P E 4 P.E. 962=/61tStM%RE/DATE n0"1° u`. #."167 6 SHE} F 20 in: � 1. •DHE FN LOCK. or`�S'I(ALL BE USED AT 1/2 OF SHUTTER SPAN FOR.ANY ORA ABOVE I' W a[2 OF SHt7iTER SPEW FDR SPANS UP TO 105'.AND FOR INSiVol'.S�T ANY ELEVATION. HV LOCK or MAY!R:USED.AS AN INSIDE OR OUTSIDE LOGO.ATTACHED TO Q� CEtJTfRhlSH1/4OELEVATIONN 20 z tf2"LONG f1AT HEAD S.S M.S. LOCATION OF LOCK SIiAU_6£AS,tNDiCATED.ON SH .2. - oa®a DCXS OR�Y!BE USED As AN SIDE Ott OUTSIDE LOCK. CONNECTION OFURPOSELOCKS.TOU TO TWO HV L. INCENTERMATES OR SHALL BE AS INDICATED ON NOTE(1)ABOVE y--- V LOCA�ON OF LOCKS #j OR LIM=Mamuniffv W/itYt3 H V LOCK1:LOCKINGBOOS ARE NOT REQUIRED AT URRICANE POSITION, B DITT MAY BE.USED IF ESIRED,TO ENHANCE SHUTTER'PER MANCE LOCKING RODS OR AN::ALTERNATIVE ONCE MAY'ALSO BE USED AT STACKING POSITION'(NON HURRICANE POSITION). = 4: ON£HV LOCK S;HEIULES BE USED AT CORNER CENTER SPAN �G AND INSTAtIARONS AT'ANY OR 1NSIOEI�K, ATTACHED TO�CORNER CENTERMATE 6-20 NFLATEADAT & OMSFIALL SE USED. LOCATION OF LOCK BE AS INDICATED ONUMSHNRTERSPANSHALL BEDEIERMtNED AS PER SHOWN ON SHEET 12. � NNAF 5T TINS AT ANY ELEVATION:AL -NAT'AyE LOCK t' MAY 1�USED IN UEU OF HV ASCQf AN or 94 OR OUTSIDEANY SPAN.AND xACHMENF KM OF 1/4'6-20x3/4'S.S.THUMBSCREW TO®OR®CENOWTES SHALL BE MADE W/ 1/4'0-20x3/4 ALUM. .8 � RIVNUT AS SHOWN ON SECTION HVE. SHEET B. ONE LOCK'SHNl BE USED AT 1/2 OF SHUTTER SPAN OR TWO t ! Z off _� 3' LOCKS AT 1/3 OF SHUTTER SPAN. \ AAAA 6.EJSyDRRORY CO10(iION is FDR ID:Y�TL1M1'ImUM1PIC-IplS'TALATIDNSL ONE HY LOCK®w®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR MANY OR 12'ABOVE OR BELOW t/2 OF SHUTTER SPAN FOR SPANS UP TO W.AND FOR INSTALLATIONS AT ANY ELEVATION..HV LOCK 1@ or I*or @ MAY BE USED AS ANINS#DE OR OUTSIDE LOCK,ATTACHED TO 4D or 0..SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LANG FIAT HEAD SS_ SEE E ND MS, LOCATION OF LACK SHALL BE AS INDICATED ON TYPfCAL'SHUTTER ELEVATION.USE OF LOCKING RODS W/Q CONNECTION OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON K L Y p a R y p x SHEETS 10 h ,HOGHT' u " Lw OF CORNER *NOTES ON HV "T" LOCKS AND CENTERMATES: 1.SECWQ ALTERNATE M mamma COMMM 11 VALM MY FOR W*r LM,9A CENTERMAT£ ONE ALTERNATE NV'T'LOCK MAY BE INSTALLED IN U OF HV LOGOS OR O9 FOR.ANY SPAN P 12 Q+�an©��7 ®�10 •1�3 ALUd10N AT_ANY ELEVATION.AL NATE LOCK Y BE USED AS.AN INSIDE,OR 0UY5t0E LOCK.ATTACHMENT OF'LOCK INCLUDES USING RdNFORCiNG LOCKER ,ASSHOWNON SECTION HVG,SHEETS.WHfCH MUST BE CONNECTED TO CENTERMATES @ AND @ W/ 1/4'6-20 x 1 1/2'LONG S.S.THREADED SOLT W/7/8'4:x 3/32' WINGNUT OR W/1/4'0--20x1'S.S.MS. INTO A,1/4'@x 5/8'RNNUr.LOCK MAY BE INSTALLED AT MIDSPAN OR 127 MAY MUM ABOVE AND BELOW MMSPAN.USE OF TWO LOCKING RODS @ TOP AND BOTOM IS MANDATORY. p�7w 0 r17a1 i�, a..�aq�Fry'r�m ®�� e«�I�s7•�«+t✓��®s W t�-e� *NQTES ONA LOCKS & CENTERMATES: 1.LLD UN%C� W/ND M2MM IMT 51 OR 3 W/f33: ONE ALTERNATE HD LACK.TO MAYBE USED IN UEU,OF TYPICALI HV BLADE SHUTTER ELEVATION M`LOCKS(23 OR FOR ANY SPAN AND INsTAimoNS AT ANY ELEVATION.&INNATE HD LOCK�g MAY BE USED N.T.S. �T FFO AN INR pCEMf7tf lNSOUTSIDE £RT AS SHOOWN ON SECTIONS H0HD 8K�AND Ta 0 I-HVC,SHHEEEf 0.LOCK MAY SE INSTAL ED ATS MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @ IS COMPLETELY OPTIOWL BUILDINGCODE(Nonfligh lVetocity Hurricane one A: �., 0 2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM /1 W BUM IL ECO 1rtc, A■S■S■A■ �vAccorWj dio�n�Sohutt rM. wSystem American Shutter Systems DESCRIPTOR DAD: DRAWN elf, Mi. ��. TINT TESTING & ENGINEERING COMPANY 4/13/15 STATE OF r t�`� 6335 U.36M St.Ste.3D3.VdM m.C.rmaas,'FLOMM 331 A330CtGtfOnF Inc. 1 OLD 11-192 DAM 4/53/15 PLwn0:(303)371-1530.fox:(305)371-1531 4268 Westroads Drive 2 DRAWING No —1:UtMce0e0Leom West Palm Beach, FL 33407 3 ''4s`,70NAI.E�'�ON' W t.TERU T671Jr.PE . 15-085 JN! 111 FLORIDA�Uo../44167 6 SHEET OF ?A P.E. SRAC UHWRE/[)ATE CRETE ANCHORS POUTtED CONCRETE OR CONCRETE 1TLOCK CCONRCA TE CO RED .SH SCHEDULE ON ET 13) REQUIRED REOUIR D REDUtRED CONCRETE AN NACLBNE-SCIIENS CONCRETE ANCHORS Q t TOR a+E W UMWt oQi)ba WMT 7) :(SEE SC )OULE ON W/1/ 12Q (SEE SCHEDULE ON SHEET 13) SHEET 13} NIRS O 12'O.C. FMIM. - 1/4'0-2023/4'S.S. Ifin.' E77 EQ MACHMAINE SCREWS 2 TOUTS - 19 O -f° 2 O 12'O.C. 1/ E D.« �• .250•Mmc __ ♦- _-�dt.. S - __ I i --O oR @ I I i t O N OPTIONAL f f TONAL I O 51FMiN1(M f 1 1 O'� �� � i �• MIN,SIFANATtON 40 G4t`�" 1 E7Q571NG a�'Y�� 1 ---OOR N I ' IXI�—S (SEE SCHEDIA.E ON SHEET 11 ,f I NO3s Q7 i MRN.SEPARATION TD CLASS I`(SEE SCHEDULE ON SHEET 11) _1 N �A HV WALL HEADER INSTALLATION 1 ©HV WALL HEADER INSTALLATION (B� HV WALL HEADER INSTALLATION + KEYSTONE f G MIN-SEPARATION TO CLASS I (SIF SCHEDULE ON SHFf7 11) I I 1 OR M,H.SEPARATION TO GLASS ' ' i >>�J 111�� ? I (SEE SCHEDULE ON SHEET tI) j aNsm19MR aiarstDa@) *I + NGS OPTIONAL. i4 F- I - s Max. ]I, oPnoNAt i r1/4' Mae. (3 OR 15 .•-- __ 1 O � -- TEO- 2 OR I4j -- - 1/4'f-2023/4'S.S.PHILLIPS TRUSS HEAD 4'0-2023/4'&S.PHILLPS f L t$ MACHINE SCREWS USING - CONCRETE ANC ` TRUSS HFAO MACHINE SCREWS CRETE ANCHORS 1' 1/4'-20 NUTS A 12'MC. (SEE SCHEDULE ON W/11/4=2(3 NUNS A t2'O.C. POUREDOR (SEE-SCHEDULE ON SHEET 13) ^' PPOUREDCRETE.-0101'.IC SHEET 13) WALLCON RE9U BLOCK ANCHORS REDIIIRED HV WALL SILL INSTALLATION (SEE�W�ON HV WALL SILL INSTALLATION RED OR CONCRETE BLOCK WALL REOUIRED Q HV WALL SILL INSTALLATION NOTE FM"�'U71DN°"`TIGNS - INSTALLATION DETAILS W/ /- 511 SHEET 4 FOR TYPtCA1.SHUTTER . 0.=EDGE OtSTANCE ASSEMBLY ♦SEE UMTADONSOF USE Fink A 2-MOUNNNC SECTIONS CAN RE COMDINEO (SEE SPECInCATIONS ON SHEET 13) BLADE-II ON SHEET t8 _ HV BLADE IN ANY WAY 70 SUIT ANY RNSTA2ATION. uultln, FLORIDA BUILD] CODE(Hon High Velocity Hurricane Zone ��o`•�(ER•.:.•/(�/T,'�., 0 2015 EASTERN METAL SUPPLY: INC. ;s,? CN �`' BE HV , /77iL77ECO �>N�. A■S■S■A. Accordion Shutter System American Shutter S HY C{hDE1t Wj txt W/O HY.►HnootY BLADE q lS L. TILLIT TESTING$ ENGINEERING COMPANY Inc.Systems QEs11-1 H LMTc DRAM 4/13/15 / ! 9'•, k� esss NN.xm si sac., vl:ce+n wRuws:FLORIDA AY, Assoclotion. , OLD 11-152 a 13/1s w1e a t3 1's Ff (30S)DIt-1530.Foe:(3OS)871-tS3.1 4266 Westroods,Drive 2 DRAWING No moi,F•'• \ -��` 0-mg7:tilk000001m West Palm Beech, FL 33407 3 WALTERATIUJr P.E. rJ^OBJ P.E. SEAIr��arU�NA7URE/DATE 17QRDA u0. aa,eT HE SHEET OF 20 POURED CONCRE[E ANCHORS . i kN.50'9LV11R1 R • i uw.sOnuruluN r 1 +I T CONCRETE (SEE SCHEDULE oN SHEET 73) , 100-x1,(41E0 " t `(saM MASS REQUIRED W ..0 0. STING i EDGE OF I7 FOR OLOM OAN) CIASS---1 �3 SLAB 1N Sift t0 Fa7 i '�-w alseo=0-N ECISIR7C + GIVES MA�) r f 9 li •� �. � ok LaTit UJ \ I 1 c 1 ALTERNA +i i i i i D45DNCANCHOR 1 I r + LOCATIONi i + ++ /101.3/'HEX W HEAD 11 Encs OF tIX�` REWS O 12 O. i $ I� —$UF8 IF s' 60. CON ETE ANCHORS + I APPLICABLE 1 i , 0 t 7 + (SFE EDULE ON 13) EDGE+ a EXISTING I I i 1 EDGE OF1,1 EDi. SLAB 1IF _ GLASS •1 SLOB IF 1/2 •-1 GE OF APPLICABLE 4. APPNet savpAx" LM8lAoaaFOUR (E WAD U �ETE 104c ' co E (SEE sSCHEDLEON SHEET "' 0cor D t t REQ W + am REOUIRW lttRo o CONCRETE FLAT HEAD CONCRETE ANCHORS {SEE SCHEDULE ON SHEET 1 •TRENCH INSTALLATION nx¢s®aM� rcEOUIRED 0. D,•--- ',Ia) VALID ONLY FOR UP TO +70. -75 PSF AS.D. HV FLOOR INSTALLATION V —OYER N LLATION DESIGN PRESSURE RATING&FOR SPANS PER Q HV -CEILING INSTA TION t SCHEDULE #3, SHEET 11 i row �i SCHEDULE ON ~—cw M.EXU Iq a + I UNG SHEET 15) I/4'O �THROWFOW 1 O EXISTING GLASS EXCLASS�ICI.�rAurlo+t ro was 1 + M+4wmu�xf � 1� - sa�Al ow s a nt h1k APNNT WI ro /5/4 0�1R o S' pm swn=0. ,Q + ac FOR uP c'-0"saw PNI !1 1 t i I I tf4• 1 4It fi� ,1 1.1 + ++ 1 1 + +I I!+ HEAD (TTP.)(STP.KVM tt 7 SIEU 11 � Q• + OR 1® 0.f I 1, �7Ox3f4'H s FOR tine 3 8' :MAX. S 3 : iNe"N WA cow.�7 741.34' NIX NERD ii 1 8' REWS a 12'O.C. •' := 3'0 ffil / i �- 1 8' , 1 3_t'.:'.'•: 1/410-200/4'SS MS TEII:SCRFWS 0 9'O.C. + CONCR ANCHORS _-- 6 s X141.3/4'SA.S. _ `1 i S 1/4' :•r• :• '" IIStNY IV* Mors 1/4'0-20 S.S.M.S. {SFE.SCI ON '� 1 - - O 7 a 9'O.C. __ f•• W/NUT O 9'0.C. s •'•.'• w ( SHEET 14 .. 17 oR1$ 1/2n ,I. 17 18 -'2.00'11IN,i'� WALL MU(OWx + N e"STRUCTUR EDGE OF 1 E.D r� SILL)I'i 1 SLAB IF 174,3/4'F.H..SA--. LIN POURED n '+ 7 7 8' 1 7/8 APPLICABLE 0 9`O.C. EpCOtrltSE7E CONCRETE ANCHORS SEE N .1 NOTE 13(b) • - POURED CONCRETE (SEE.SCHEDULE ON ON SH 1 ETE BLOCK SHEET 14) RED CONCRETE ON S17EET 1 b. QtrtRED •' R CONCRETE BLOCK OPTIONALPOi111W R IRM KEYSTONE MOUNTING INSTAUATION �NGR ( FLOOR INSTALLATION WALK—OVER INSTALLATION MAXMIAN Aso.DE9DN NE:4114:72 v>< K HV WALL REauIRFA. uAoAAN slwTlETt.�+AH 1F-oe-e' ' �}J HV_ RAINGUARD INSTALLATION t THIS IWALLA'noN SHALL BE tip F FOR CliAIOMMO N OF S.ECJL ., -+'E.D.-EDGE DISTANCE REMOVABLE 7V"E N PERFORNEO 1-SEE SHEET<FOR 7YPIGL-SIANTTER (SEE SPECIFIC ON SHEET 13} At>,7RCENt 70 A4 OPERABLE EXIT • SEE 7IM�ATIONS OF USE FOR OR ENTRANCE BLADE ? Ok SHEET 19 INSTALLATION DETAILS W f C0 HV BLADE ASSEMBLY DUNTING SECTIONS CAN BE COMBINED N ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE Non High Velocity Hurricane Zane P.. 'fit ®1.071 EASTERN METAL SUPPLY,INC. BERTHA HVTu 717ML ECO ANG. A.S.S .A■ Accordion Shutter System _ KV. flt w/DR w/0-KV.wtrloaw RADE 'PC Shutter Systerrls DESCRIPTION DATE DRAWN BY: M.L. TILUT TESTING& ENGINEERING COMPANY •a'•, STATE OF Isu N„70- 7.sem , �„�,,,, Association. Inc. I OLD 11-1e2 </,a is DAZE 'afl3fts y Pbono: CA (305)871-1530.Fo::(3os)871-1531 4268 Westroods Drive 2 DRAWING No . ! '• \ . a no.,DN ft*0001 w n West Palm Beach, FL 33407 3 0NA��� `` WPL1FRW-A.OOM7719 P.E 4 15-085 F1oRAA Ux.9 44187 P.E. S '�SI�N�ILTURE/DATE a SHEET F 20 SEE END WALL N S to-& IS YES IN r ToosnNG G1ASS INSTALLATIONS W,/ 1 HV * � TU A `c I riops c(�l Nm 5. ori OUT 90 k+o ALMACKrE AI wci®.aa 5l1OR s: I BLADE W HV CENTERMATES tM 1 win, o �yQ'� OR SEE END WALL.CONNECTION l0.�Q°RQ•Qa Q+®C1 EXISTING CLASS AiLS ON SHEETS 10 !S6 1S 2'WxlJBSA'_2 + ®.®a1 I�.®a�r� S 1/d.' T- '61/2• 7• (coc3rTs/4-0 AurN. , OPPOSING $YMMETRYCA4 ANGLE ANCHORS TO C NCRETE l/z• a®,Q CENTERMATES C ATES taw,SEPARA N ANCHGRS ro CONCRETE TO GU5` (TOP/8p11o,i). Flo, /a•s:M.s.is lz- (a)g1Gx1/2•1U-&ro�� O.C,jiJE IENGHT. w/ t(v LOCK o� W Y LOCK SLA (see scilmu AT EACH ANGLE ON SHEET II) r 5 Q s . 34 oc 134 x ©�®�©•�a®w'o•©°" J " ® HVB UT ® °' ®* HVC >o•Q«�Q•®°"®'©°' HVA (D.QR©.O°' .Q�, ©�O ®�©�O• I i o i E ISTING Gl CONCRE CONCRETE OR CONCRETE R1.00K.WALL REQU m TRICA ------ _ IN ---71------- ctass 8 9• a 19• 5 Df[STIN T GLASS _ Q__©_®__� ® CENTERMA E Q•��t •(�am®•f�� 5 —J cuLss a 1 * (SEE SCHEDULE F — m©+® — * _.,.,/ HV LOCA (INTERIOR) ®.@-®•(a-@- ON SHEET 11) ld MLN.SEPARATIOQ w TO crass CCC777 3 oft ONN SWEET ii) iN (INTERI(R) --- _,____ ----- -- OUT t CA13RS 0 ANCHORS.tA , 1 a * 3 vAR1Es 3 * y 9Q. `*♦�a. `may a 1•/•A O II T P. 11V SM%SLACK HVD OUT (ExTERai� HVE C3 HVF** FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone ®2015 VSTERN MU&SUPPLY,INC. BERTHA HVTM r� P. '�CEN v %y ILO �Kc. ■ ■ KV.11Kc#1W/oCRW/bKVNM m ECA.S.S.A. TILLIi TESTING & ENGINEERING COMPANY American Shutter Systems E,, p�REFODN pA¢ ppgyN cr u 1 .Qi STATE�F -<r 3 635'".36L%5l^sti°=."Rcar WOOa5 FLOMA 33164 �s°ciatton. inc. , atn 11-192 a/is 15 OArr: 4/13/15 (305)lnl-15M,Fox;,(=)8n-1531 4268 Westroods Drive 2 DRAWING No c-moatjItQ60 a- West Palm Beach, FL 33407 3 19 15-085 91AL. E f s SHEET e 8 20 ALTERNATE INSTALLATION W V " " LOC6 HY MALE/FEMALE " " LQCKS CENTERMATES A8) :A" LOCKERS at WZ 1 HV MADE SEE END CONNECTION DETAtls ON SHEETS 10 A 1a INSTALLATION n HV BLADE oUT IN r-P, -camam ®���,�•„��„��, ,, W,/ HD CENTERMATES ,,,rrr���,,, AS sill AS u .nmrm MAM®60ft Hw-Hvo. Mnew ON nns.SMET.wr CE USM Ten,IM rc tMa OcrAt Inc s w nas SME DETAILS SON SHEEFS 1WALL 0 R 1A i ©'a•�©•o'®� mmaTC laf'>oNaJ 4 tanrowW L------------------------------------------------- houla•sMs o,z• -'--- -----`- --- -- -- -t iot.iV4,tmarr x (N p)xv. - I N (aj N,v: 30 IW T" � ,SM MwMe 5 3 LOCK (INSIDE) 1Q ' cH iCecr o t --- ----------- - -- —= — — - — — g 1 2 -� 28 1 , ,,.• S � i 5 3 OUT 31 OR 2 3 31 oR© 31 oR 31 Os,�.`J SM NOTE 6 MR w LOCK f/�;nfix 2 1/4" 0-20 x 1 1/2". S.S.M.S. 4 35* griCwiW W/ 7/8"0 x 3/32" WINGNUT, tom)HDB-HVB OUT HDC-HYC Y Loaf.ON SHEET 5. V HV "T" LOCK (OUTSIDE) 2 SYMMETRICAL HD CE-NIERMATES SYMMFTRICAI. HO CENTERMMES G ® Wj Q� LOCK (EXTERIOR, _LOCK (INTERIOR) ® O O�OsO ®a txoz+-r,AMC*w= 11M �e• � s t a SHM MJISM.Pax,f Mo. MM AS MrACMM Rr AYM air�sa TC OM.PARSFFEW.HM snsLV ©.O-0-0-0-6- Dloa OR MOL 0-0 3 /_0 SM MMS w toamc r�m(D.g 800 Lows ay.saxr s **OCIffr,.v.,LG.M DUAL M*-Mo s M toa AL OMF.V=APMr mac MCH,voE 0 HQD-HVD** FLOATING STACK 1 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone Ql A, ,� 0 201 FasH MM SUM*(.INC. %�v \GENS T�9'= BERTHA HVTM _ T 7E-00tmc. \ A� ��wA>• Accordion Shutter System ILv MADE�It w/o W/o u N1MCMt BLADE • e American Shutter Systems MCR " DATC ORk"BY. M.L TILUT TESTING Ac ENGINEERING COMPANY TATEOF :Q� Association, Inc. 1 OW 11-192 4/13/15 DATE: 4/13/is y. wss K*.aro St.std M.VMNA GARDD s.FUQMM 33, 1�hom (3Os)@71-1530.F-:(30)87t-1531 4268 Westroads Drive 2 : DRAWING No ,y OHI -nma:UOCQQooL� West Palm Beach, FL 33407 s o Nai �`o:`�'' 1� 'u AL 15-085 P.E.�SFi�tStijS'I��AiTURE/DATE �a'1OA {4a1s� a SHEET OF 20 POURED CONCttEf£OFr POURED CONCRETE POURED CONCRETE RED CONCRETE: .PONCREIE OI.�K WALL. OR'.tX1NCRLTE OR CONCRETE. OR CONCRETE REQUIRED -BLOCK WALL REQUR2ED / CLOCK WALL.REOUIRM BLOCK WALL.REQUIRED CON ANCHO ���NC CLASS / EXISTING,^ GLASS 2'MIN EXISTING GLASS /—EXMMG'GLASS ILII-_) 'f O 16.O.C. 1 ICK TO CLASS(5EE — t z•wra. ijIi"-" TAN.SEPAFL010N ON SHEET M. AAASEE , MR SEYVMON EO EO TO GLASS= - tifl7E SCHETXA.E Ort = TO OAM(SFE I SCHEDULE ON 7/16•x3-'MAX ON t 4-1 1t FOR iIADE® � SC+ilDIAE ON SHEET It FOR Arm (6087 76)DOM: .® / , �li FOR 1/2' A 1Q+4EET�j9,FOR MAND (LOCATE AT ON S'� FOR ALUM.CLOSER '(—lF- ,f3<L>t*.r®& EITHER SIDE 1 TEADES &® PLATE.(LOCATE +/2` ' r OF 5U) AT EITHER 510E MIN \ 1/2-MAN. �O) / I f USE I.OR 2 MAX I _� S1oxt/z'sMs. 8tOz1/2'S.%S.�/ I ----- uaaNa�uM x IIIWW--2' t TO. 16'a.C.fA i6.O.C. ..—_-- _4 CLIP AN (sasb-Ts&LOY)4 (2)1/4-o TAPCONS CFIORS TO SEE AIL'Xf0. WALL AT t-O.C: TE ATSIDE ONNECJION1 OR �' OTHER slgE ori OR�6K1 OR (W SEE DETAIL X FOR i OR ®' To TRACKS SIDE CONNECTION ®°•©.Oe 8 •�� SEE OET L XF 4-�- ®„ SIDE NECTroN moa©•O' -@' .�0 6• 7"�8 1 •®s TO TRACKS a 5 Toa lt�J'.�®A®•®°'®'.®® 0 TRACKS 0-0 @-@ 04HD 6.@0•@y®�•0= O•®•�®•®�®QO•® 0.0-0-0-0. END CONNECTION DETAIL 3 END CONNECTION DETAIL 4 END CONNECTION D-ETAIL(D END CONNECTION DETA A.REQUIRED ONLY FOR SPARS GREATER THAN 12•-0- POURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALLLASEXISTING 4 4 REQUIRED =T di15.M70�S Y K06MIN.SEPARATION ISCHIDAOIADEm CONC 1/2'MIN. TSCIIMAE ON SlO GLASS lELr ----- --- 6 oR®oR 1�oR ON 51&ET 19 FOR ANCHOR® 11 FOR OIADE®AND ® - - OR®OR(9OR(D CONCRETE HADES mk 12.O.C. tXt S1EET f9 FOR -- — ANCHOR t Q S MMES O&Q) ---- - ORO 0.C. 1 2'MIN. 4 u ----- - -- � 2'MIN, 2• N. EO SEE LIMITATIONS OF USE EOR �/OR$OOR(gQR S wDE®ON SHEET t9 @OR®OR(BOR@C)R 1 VIEW Y t 0R Q� PLAN DETAIL �X OR �' ®m®a®•OO'® +o�®� POURED CONCRETE OR Od��©�04®�•®4 !� ,t'� END INSTALLATION CONCRETE MOCK WALL �lo•.�p�•�©.®� V,..-® 0'r�'"�'®'� REONILEO 00•®d0•U•�•• () HV BLADE OR 4 HV WINDOW BLADE INTO Q•®a O .Od®@-@� ®`d ' °®`®" CONCRETE OR CONCRETE BLOCK WALL. ®•eta®�a� ©.®„®, ,� END CONNECTION DETAIL CONNECTION DETAIL® p "` flORIDA BUfLD1NG CODE(Non Nigh Velocity Hurricane Zone ``�+, •(�A.T��•F' i 0 2015 EA5TERN.METAL SUPPLY,INC_ </ B 'RT IA H TM 'cE` J A A.S.S.A.S A 1 L ECO I N C• , , , , Accordion Shutter System tLv aAOE#, v�/AIR w/o tLv.Y,lNDON e..wE �fi11� lJ T�F At11AFICOA Shutter SystomQEy,N DFSCWTION DATE OPAWN.Er: 'M.L TILLIT TESTING Q ENGINEERING COMPANY 9; STATE OF s333 NA.3%N SE.$I*.3Q3,VIRGM G18WM FtOFMA 33trA Assoclallon, Inc. 1 OLD 11-192 4/13/15 DAM +/13/15 ., ORI PMns:(303)871-1530.For-.(705)871-191 4258 Westrocds Drive z DRAVANG No o- �s• ��`���` .1b W-04d=M West Palm Beach, FL 33407 ` 'I&IONAI-ti�+���� WN.TER A nwr Jr P.E. 15-085 ' P.E. f' 1'}T f6RE/DATE FzoRE�A U`.a 44167 3 SH io AIF SCHEDULE B1 SCHEDULE LR2 SCHEDULE 43 MAXIMUM SHUTTER SPAN "L+'OR "L—' MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER.SPAN*"L+- (ft.). FOR INSTALLATIONS W/ OR -L—` (fL) FOR R 'L—' (ft.) INSTALLATIONS R1siA11anaM t FCENo WOOD &�aor or INSTALLATIONS W/ yN CONCRETE Ei (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN ONE H.V. L W/ O01 CK or 0 at or & W/ ONE HV LOCKS MANSOF" POSITME A.S.D. DESIGN PRESSURE RATING. HD LOCK (9 W/ NO LOCKING RODS S Or ONE HV LOCK or�,or® L-.MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE X,ENlERMATES &®W/ ONE HV 'f" W/ NO CtxKWG RODS OR W/ NO LOCKING WAIL A. B, C. D, E. M, N. X); P.Q. A&D.DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS @ TOP & (SEE NOTES �,1t) UDS' MOUNTING F, K & L R. S, & V. BOTTOM SEE NOTES {YAUO FOR6f0UFO1NOQ (2)PROCEDURE TO DETERMSNE.MINXIMUM SPAN FOR SHEET.7) FLOOR/CEILING- G, H. 1. 11, J T. U, W & X WALL MOUNTINGS (TOP/8OTTOM) OR FLOM/CEIUNG: CONCRETE&WOOD INSTALLATIONS CONCRETE do WOOD MOUNTING AMUAXNMo.DOS 71. A.S"AN nn r' v I a5.a 1NSTCONCRETE NIA & M GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING, PRCSVJFXWALL MOUNTING fL00R/CDLLNC Fla Matt HOUNRrtG FSE DETERMINE MAXIMUM.SPAN 'L+'FROM SCHEDULE PJJM MOUNTING FAT= $ RAIM FLOOR/COUNIG MOUN112W GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, C.(pa.e.) FLOOR/CEMC MOLna1NG (,...e.) OR OR-) («OR) FLOOR AIL MOtaNBNG DETERMINE MAXIMUM SPAN 'L-`FROM SCHEDULE L+ (N L-(4) Lf (N L-(N L f 01 L-G9 L f.(0 L-04 0 MMMUM SHUTTER SPAN 1t'OR 1--FOR INSTALLATIONS R4f0 WOAD SHALL 8E UMREDTO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR 16'-0" 16'-0' 16'-0' 16'-0' 30 16`•-O' t6=0' 30 18'-O' 16'-0' INS LLApsf. ONS Oro WO D SHALL RATING. 1 DETERMINED SPAN BETWEEN-L+-AND -L--".. 35 14'-10` 14'-10' 15'-Y IG-O' 35 14'-I0" 14'-1D' 35 15'-2! 16'-10' 40 13'-t0' 13'-t0' i4'-2' 15'-2" 40 13'-to' 13'-10' 40 14'-2" 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1` t3'-1' 13'-4' 14'-3' 45m- 13'-1- 13'-1" 45 13'-4' 14'-3' 1' HV CORNERCENTERMATE/3 MAY BE-.USED AT ALL COMBINATIONS IN BETWEEN,WALL MOUNTINGS 50 t2'-5' 12'-5' 12'-8' 13'-T 50 12'-5' 12'-5' 50 ITT 13'-1- MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/fL00R/CFJUNG MOUNTINGS: 55 '-1 12-11' 5 '-1D' 55 11'-1' 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE AS,O. DESIGN PRESSURE O0 11'-4' 11'-4' 11'-7' -4' 60 11--4- 11'-4- 60 10'-2" 10'-It" NOTE#5,SHEET 5. RATING: 65 - - 11'-11' 65 9'-5' 10'-1` DETERMINE: _ Lt+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 )0'-6' /0'-6- 10'-9' 11,-5, _ 70 10'-6- 10'-6' 70 8'-9 8-4' L2+= MAX.SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" To'-1' 10'-4' I1'-I' 75 10'-1' 10'-1' 75 tt'EXCEPT THAT MAXIMUM.SHUTTER SPAN'L+'OR INSTALLATIONS. 80 -9'-10` 9'-lo- 10'-0- IW-9' 80 9'-10' 9'-10• 1 AND Ma)QMtRT ASA: DING PRESSURE RATING FOR FOR A(NEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6- 9'-6' 9'-9 10'-5' 85 9'-6' 9'-8' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3' 9'-3' 9'-5' 10'-1' 90 9'-3- 9'-3- .SHALL BE UM6EO AS FOUOWSr DETERMINE: 9'-0' B'-9' 9'-2" 9'-t0' 95 9'-0- 8'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-- MAX.SPAN FOR WALL MOUNTING INSTALLATION 95 S. 95 8'-9' 8'-4' 9'-0' *-Ic 100 8'-9- 8'-4' LIMITED TO +64,-72 p.9d. AND'8'-0' SPAN, SEE L2 MAX,SPAN FOR FLOOR/CEIUNG MOUNTING MOUNTING @ ON SHEET 7. INSTALLATIONS. 105 8'-7- r-N` 8'-9' 9'-4- 105 8'-7' 7'-11' 110 e'-4' 7'-7' 8'-7' 9'-Y t 10 W-4- 7•-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' 7'-3• 8•-4' 8'-11' 115 B'-2 r-3• SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 11+-',�+ R,=AND ,�-' 120 W-D' 6'-11' 8'-2- 8'-9' 120 8'-O' 6•-il' (4)00 TO ANCHOR SCHEDULE WITH FINN. MAXIMUM 125 7•-10' 6'-8- 8'-9' 8'-5' 125_ 7'-10• 6'-B' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5' 7'-10' 8'-t' 130 7'-8' 6'-5' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2' T-9' T-9' 135 r-7- 6'-2' WIND ZONE MINIMUM PPF 140 7'-5' S'-11' 7'-7• r-6' 140 7•-5- s'--11" ASTM E-1996 SEPARATION 145 7'-3 5'-9' 7'-5` 7'-3' 145 7'-3' 5'-9' TO GLASS 150 7'-2' 5-7- r-4` 7'-0' 150 7'-2- 5'-7' 155 7'-0- W-5' r-2• 61-91 155 71-0' 5'-5' 1 THRU 3 160 W-i t" 5'-2- 71-1" 6'-T 150 6'-it• 5'-21 165 6'-10" 5'-1- r-01 W-4' 165 6'-10- 5'-1' _ 170 W-9" 4'-11' 6•-11- 170. 6'-9' 4'-11" 175 V-7' 4'-9' 6'-9" -6'-0' 175 W-7' 4'-9� - 180 W-6' 4'-B- 6'-S' S•_,a- 180 6'-6' 4'-8' H V B LA Q E 185_ W-5' 4'-6- e'-7' v-8' 185 6'-5' :4--3- V-r -6' 190 6'-4' 4'-•5' B'-6- 5'-6' 190 8'-4" -5'195 W-3' 4'-3' 6'-5` v-5" 195 6' 3-4'-2' 6'-4` 5'-3' 200 G'-2' -2'zw6'-1' 4*-t- 6'-a` 5-1zo5 6•-1- -1" FLORIDA BUIIDiNCT CODE(Non High Velocity Hurricane Zone 1111T111t11TfirJJr7 0 2015 EASTERN METAL SUPPLY,INC, a :7r((�j�i�� BERTHA HVTM r i L E C O „w1:. A■S.S■A. Accordion Shutter System H.V.BLADE#1 W/OR W/O H.V.WINDOW RADE TIWT TESTING lE ENGINEERING COMPANY Amerfican Shutter Systems EY, DrsownON DATE DRAWN BY:M 1W. L.G. * Association, Inc. 1 oLD 11-192 4 13 15 DATE 4/13/15 8355 N.M.359,_5L.St..3m,vwmmCARM NS,RAMA 331fif f7?ono:(303)871-1530.FDR:(305)871=1531 4268 Westroods Drive 2 DRAWING No %wV+.�� a maD.tmowvoaaom West Palm Beach, Fl 33407 s o FCOR1dP • EB mo67re 15-085 �F G\����` 1x Lk-a Mt6EFILORO3 SHEET ES'fiJl�1T, E/DATE s DF 20 MAXIMUM ANCHOR+ SPACING (j(i,) StwEDLi F FOR A NEN MnY re7FFTt 4;Pnt� A.S.D. DESIGN NEGATNE PREMRE RATING ANDA C-nRRESPONDIN b!OLIi�:•tik FOR •OhGRETE OR CtimCRETE ANCHORS SFAGlNG LEr_FND POURED CONCRETE SFE UWMNOS A U.Co D AND ,ON SHEET a P041RED C0NMW BUICK TAPCON OR WAMMA WALL HEAD MOVNTUJG.. _gWAIL HEADER MOUfR1KG D WALL SILL OUNTIHC 0 WALL ALL. WNTINO O R WAtL HEADER/SCII. TAPCON WIiH ADVANCED SPAN Wr/ W/ (�WALL NEAI7ER 6dO11tinANG W/ W/ . MOUNTING THREADFORM TECHNOLOGY (n) Asa DCZN fIMM PNMK 6pt16 OEm+,OWK Asmas RV►C OL421 to XK FIS P/at19 a DERM 1a mm Itis BlT1a7 .CSA.Dana 7Et4ArE PREMR E aFRa6 oma+NMOM Pfa35fJF£tu7� ALL POINTS SOUO-SET >0 40 10 jaa 630 40 60 75 BD 520 160 205 30 40 60 7s 90 120 16O 205 30 40 60 7s 90 120 190 205 30 40 60 75 90 120 180 205 30 40 80 7s 90 720 160 205 BLUE TAP}4 ,210 e 8 .6 1 92 10 9 8 8 a 6 1412 12 10 8 4 a 14 12. 10 9, a 8 D a a 8 a a3'-0' 74 12 i0 8 6 8 t4 72 10 9 8 e 'B 6 14 12 f0 8 a 8 6 e M 12 foa -8 a 6 6 t4 12 14 9 a 9 B 6. 8 B 8 a 9 a e a TAPPER4•OR 7412 ,0 a 6 5 t< i2 10 9 8 B 8 6 14 12 f0 S 8 8 6 8 74 12 t0 9 8 D D S 14 12 iQ D B d e 0 8 a 0 0 0 8 'a 6sta +2 }0 8 8 a li 12 10 8 8 M 12 10 D d 0 6 6 14 12 10 9 8 a 6' - 14 12 .o .9 e a 8 a 85 e. $ aa 7 14 ,T 10 a 6 4 14 12 10 9 8 a 6 6 14 12 10 9 8 a 6 6 14 12 1O 9 8 7 - 14 12 ID D 8- 7 b5 - B 8 9 H H 7 aSa,-0. 12 10 0 6 4 " 1T 10 9 a a 8 8 14 iZ' 1D 0 a a B .a 14 12 f0 9 8 8 S5 - 14 12 lO B 8 $ 8B8 a 9 R B 12 10 8 4.S 14 12 f0 'D d 8 S 4 14 12. 10 9 6 a 6 6 14 12 10. 9 8 8 - 1< t2 f0 9 H b 0 a s 8 a 8 a a s 74 12 10 9 8 8 6 4 14 12 10"e 8 e' a 8 14 12 10 0 8.' a 6 0 14 12 10 9 9 a - - 14. 12 10. 9 a 6 6 8 8 H S 8' 'a 7 9.5 14 12 10 8 $ 8 43 - 14 72 10 9 8 8 8 35 14 12 10 0 8 8 a 6 14 12 10 9 75 - - - 14 12 10 9 73 9,5 - a' 8 8 a 75 55 4 3 *SEE S 5•-0' 14 12 70 9 8 d 45 - 14 12 I0 9 8 8 0 35 14 12 f0 9 8-6- 6 6 14 12 10 9 a 7 - - 14 12 70 9 8 a B - a 8 a a d 5 8 8 14 /2 t0 9 8 S.5 - - 14 t2 1Q 9 8 8 45. - t4 12 10 0 8 a 6 5 14 /2 t0 B a 3 - - 14 72 70 9 8 7 e a 8 8 e 7 5 4 SPECiFf'(.ATIQN$ 1! 1z so 8 $ 8 { .: 14 12 td 9 e 8 0 35 14 y2 10 9 -8 fi a 8 14 12 to 9 a - - - 14 12 10 9 G 75 - •8 9 B a. a 75 S5 4 "ON SHEET 13 74 /2 10 9 d 59 3 - 14 12 9 8 8 4,6 - 14 12 10 9 8 8 B 6 14 12 9.s 75 4 - 14 12 9.5 75 65 35 - -a d 8 75 $5 4S 3.5 - 6•-0' 14 12 10 IT S5 - - 14 1 10 9 B 8 45 - 14 12� IO 9 a t B 6 14 12 t0 9 d 4 - 14 12 10 a B 4 6 a 8 a 8 e e 75 14 12 10 9 8 3 - - 14 12 O B 8 _8 - - 14 12 iD 9 a e 55 35 14 12 10 9 45 - - 14 12 8 75 4 6 d 8 8 T.S SS 1 3 14 12 10 9 8 5 - - 14 11 10 B 8 8 4 - 14 12 10 9 a0 a 5.6 14 /2 10 9 5 - 14 12 10. 9 8 45 - 8 g B B 8 e 45 14 12 10 fl d 4 - _ 14 12 9 0 BS 3 - }4 12 10 9 8 8 8 - 14 12 B 45 - - - - 14 12 85 5.5 - 8 8 8 a5 55 3 �r-D. S4 12 /0 9 8 4 - - 14 / SO 0 65 3 - 14 12 f0 9 B 8 8 - 14 12 70 D 8 - 14 1 20 8 7 H 8 8 a b 6 75 8 14 12 10 9 4S - - - H 12 9 8 4 - 14 12 iO 9 8 7 4 - 14 12 10 55 - - 14 t2 8 BS - B 8 8 4 85 S 35 14 12 10 8 75 75 - - f4 12 10 9' 0 8 - ,{ 12 10 B a E 8 - 14 12 10 e - - - 14 12 10 B5 7 a 8 8 0 7. 9 4 74 12 10 9 SS 3 - - 14 S 10 9 8 4S - - 14 12 10 9 B 8 - - 14 17 7 - - - 74 It 7 SS 35 - _ _ B 8 7 55 45 34 - - S4 12 t0 -8 SS - - - ti. i2 10 9 8 45 •- 14 12 10 9 $, 8 - - 14 }2 SO 7 4 - - 14 12 10 9 0 3 - B 9 88 a 75 7 4 •SEE UM AT10N5 OF USE FOR 8'-0- 44 12 f0 5S 3 - - - 14 12 ,O 9 e-.- = 14 12 10 9 a SS - 14 12 85 3 - - - - 14 IS 85 7 4 - - 8 8 8 7 55 4 3 - 74 12 70 9 5 - - - 14 12 10 9 a 4 - - 14 12 10 9 8 a - - 14 12 05 - - 14 12 9.5 75 45 - a 8 a 75 6 45 - _ BLADE ON SHEET 19 14 12 10 65 45 - - - 14 12 10 9 75 - - 14 12 10 9 8 - - - 13 95 4 - - - - - 13 95 6S. 5 - - 8 a a5 S 4 J 14 12 10 65 4 - - - 14 12 10 B 75 - - - 14 12 10 9 8 - - - 14 t2 10 9 - - - 14 12 10 9 5.5 - - - a $ a a a 05 0 3 14 12 85 4 - - - - 14 12 10 9 45 - - - t4 12 10 9 7.5 - - - 14 1.545 _ - - - - 14 175 T5 8 - - - $ 8 75 6 S 4 14 72 10 0 4 - 14 12 t0 9 7 - - - 14 12 i0 9 8 - - id 12 5 - - 14 12 8 85 - a 8 8 65 5 14 12 95 5 3S - - - 14 12 10 8 55 - - - 14 72 ,O D 8 - - - 1.5 a5 - - - 15 a5 55 - _ _ - 6 8 55 45 35 - - 10•-0. 14 12 B5 S 3S - - - 14 12 10 9 55 - - - 14 12 10 9 8 - - - 14 12 7 - - •- 14 12 10 7.5 5 8 B 8 a 8 75 45 - 14 12 S.S 3 - - - - 14 12 10 a S - - - 74 12 io 9 8 - - - t4 OS 3 - - - - - 14 105 7 S.S - - - - B 8 7 55 45 3.5 14 12 9 45 3 - - - 14 12 t0 9 5 - - - 14 12 10 9 -8 - - - 14 it - - - - 14 11 7.8 - 5 8 7S 6 5 14 12 7 _ _ _ _ .. 14 12 10 - - - 14 12 10 _ _ _ _ _ pS 8 _ - 05 8 S _ _ - 8 9 5 4 3.5 11'-0 14 12 7 - - - - - 79 12 10 - - - - - t4 12 10 - - - - - 14 12 3 - - _ - - is 12 10 - _ _ 8 8 8 8 d 7 33 14 12 4 - - - - - 14 12 10 - - - - - 14 12 10 - - - - 7S 95 - - - - - - 2S 95 6 - - - - - 8 B 0 S 4 3 14 12 BS - - - - - 74f2 10 - - - - 14 12 10 - - - - - 35 10 - - 14 10 7 8 B 7 55 43 ,4 12 SS - - - - - 14 12 10 - - - - 14 12 10 - - - - - 95 7 - _ - _ - - D9 7 A5 - - - - 8 7 i5 55 3 - _ 12-0' 14 12 55 - - - - - 14 12 10 - - - - 14 f2 f6 - - - - - 14 12 4 - _ - - . 12 t0 - _ _ _ 8 B a 8 8 8 3 _ 14 12 3 - - - - 14 12 a - - - - 14 12 f0 - - - - - 1S 85 - - - _ - 15 7L5 4 - _ - '- 6 a 55 4S 4 (h S4 12 5 - - - - - 14 .12 t0 - - - - - 14 12 10 - - - - - u 95 - - - - - 35 95 15 - - - - - 8 a a 5- { - - - \�I I�IV BLADE OR \1 J �!V BLADE 14 12 - _ _ _ _ 14 12 - - - - _ - 14 12 _ - - _ _ - 9 45. - 9 GS - 8 05 4.3 35 3 13•-O-14 /: - - - - - 1{ +2 - - _ 14 12 - - - _ - - 14' 12 _ - - - - - l4 ',2 - - - 8 8 5 8' 8 '45 - - W� HV WINDOW BIJ�DE Id t0 - - - - - 14 1T - - - - t{ 12 - p5 S5 - - - - •- 05 0 - - - 8 8 S '4' 35 - 14 t2 - - - - - - 74 12 - - - - - 14 12 - - - - - -S 8 15 ds - 8 8 55 45 - 141T14 ,2 - - - _ _ _ ,4 ,2 _ 3 - - = = = = a 6 _ = = - = -_ a 6 43 - = WORKING IN UNISON 14�-0 14 12 - - - - - - 14 12 - - - - - - 14 12 - - - - - - 14 9 - - - - 14 12 - 8 8 8 B 7S 4 14 7 - - - - - +4. 12 - - - - - - 14 12 - - - - _ 10 4 - - - - - - 1D 7.5 - - - - - 8 75 5 '4 3 - - 14 11.5 - - _ - i4 12 - - - - t4 12. - - _ _ - _ '0.3 ,4 _ _ _ pg g 8 6 5 4 14 - - - - - - 14 - - - - _ t4 _ - _ _ _ _ _ 7.a _ _ - 75 .- _ - - -• 7-5.15 15•-0' 1{ - - - _ 1� .. - - - - = 14 _ - - - - - - t96 B -7 7 35 - - _ _ _ - _ _ _ _ _ 9 - - _ _ _ - - 8 7 45 35 S - - ti - - - - - 14 - - - - - - - 14 - - - - tO - - - - to 8 7.3.5 4 -+4 - - _-14 - - - - - - - f - _ _ _ - i{ '"` _ 6 8 5 TS $ 3 _ 74 - - - - - - - 14 - - - - - - _.'.14 - _ - - - - - 9 _-- _ _ _ _ e - - __ a Q8 14 - _ _ _ _ _ 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ - - - - - $ FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone `44444P4�ER A. zot 5 cAsrE7n+MErAL SLIMY.INC. BERTHA H!!TM ` , IL ECO 1NC. ■�■ ■aa■ Accordion.Shutter System * - HN.BLADE#1 W/at W/O KY.NtNDxT BLADE American Shutter Systems TIUJT TESTING !Sc ENGINEERING COMPANY ascallmox DATE DB411t1 ar: u.1. �'•, STATE OF c &W N.W.Joe.St,ata WS..VQXM CARO!6.Rami 5116 Association. Inc. f OLD 1 i-192 4/13 15 r>Are 4/13 1s 'C•' ORtDQ` V1an4 a(303)871-1530.Fmc 1(310)871-1531 4268 Westroods Drive 2 0-ma.uttocca.4 West Palm Beach, FL 33407 .s DRAWLING No �.�tsS• �yG\�", E8-QD06719 1 J-0�� ''TAI /0N L E� 44}4 WALTER X Ta11T J,.P.G 4 P.F.-�IQ{ ,101 A 1'1RE/DATE FLORIDA UC.0 44167 s SHEET e 12 OF 20 ATOM Alt ANCHOR* CPACINIQ(�U F FOR A GNEN MAX. SHUTTER SM SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOURTN05 E D.&R ON SHEETS 5&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: P01"n al0tal POURED 001 (A) TO UtSTING POURED.CONCRETE(Min,f c-3 100 MAXIMO l�WALL SILL MOUNTING ©CEtUNG MOUNTING HO FLOOR MOUNTING - t/4'0 TAPCON OR TAPCOH WITH ADVANCED THRFPDFORM TECHNOLOGY ANCHOR$,AS MANUFACTURED BY I.T.W.BUU".(MDI.Ce-3 Iml} (S1N)Nt - 1/40 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED,BY ALL POINTS.SCREW.BOLT&SPECIALTY COMPANY.614%.lc-3 k.) kSAL 1'fSrn ISF61L1A'L P RATIO MUM NDNOMC 1 R#T7N6 _ GES CH N MM PPLO=FA7710 - 1/4'U BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FIAFmA FASTENERS DIRECT.INC.(Min C•c-2 1.) 30 40 60 75 90 120 160 202 30. 40 60 75 00 112011601205 30 40 60 75 90 120 160:205 TAPCO14 OR - 1/4'0 TAPPER+ANCHORS AS:MANUFACTURED BY'POWERS FASTENERS,DACAND DISTRIBUTED BY ALL POINTS SCREW,BUT&SPECIALTY 14 12 to 9 a 8 B N 12 to 9 8 5. t4 t 10 9 8 8 8 8 TAPCON WITH ADVANCED OOMPANY'OR ANY OTHER APPROVED LICENSED.OR AUTHORIZED.VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 7HRE4DFARNI tECHIN010GY n'1c-3.k3i) 12 10 9 8 8 0 6 ld 72 10 9 S 8 5' 8• 14 12 90 9� e 8 0 6 AlyPOp 90U0-SEH DR tM 14 12 10 9 8 a 6 8 14 12 10 9 8 8 6 '9 14 12 10 9 8 6 6 5 BLUE TAP W CAP NOIFs: 14 12 iD 9 8 a a 7 14 12 10 9 8 6 e 5 14 12 f0 9 0 6 8 6 / A1)M1NTMl1M EMBEDMENT(RTO POURED.CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORII TECRNOLOCY ANCHORS AND TAPPER+ 14 12[9-517.41 8 7 'u5 3.5 14 12 S0, 9 8 a 6 8 14 12 10 B 6 a 8 b TAPPER+ ANCHORS 151 3/47.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/27 4'_O' N 12 B b 6 fl 14 12 10 .9 8 0 6 8 14 12 10 9 5 8 6 55 14 12 8 6 6 4 14 12 10 9 S 8 8 4.1f 14 T2 10 9 5 6 4 35 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POTNTS'SOUD-SEr ANCHORS MOLL BE 7/8'INTO THE POURED OON09E.NO:EMBEDMENT 14 12 e �8 6 T.6 14 12 10 9 8 D a b5 14 t2 10 8 -8 B 8 45 -- INTO STUCCO SWNLL BE PERMITTED.1/4'0=20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO MOST.AND it 12 7.5 SS 3S 14 12 10 9 'e 8 6 5 14 12 10 9 5 7 Ss 4 •SHE ATOOM OF VSC FOR 1'MINIMUM FOR WALLS WITH NO STUCCO. 34 12 8 8 6 5 14 12 10 9 8 8 6 55 14 12 10 9 8 B 6 45 &ME 104 04EE'T i9 ' 5-0' 14 12 8 7 4' - 14 12 10 9 8 85 5 35 14 12 TO 'a 84 5 35 3 A.3)IN CASE THAT PRECAST STORE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER RE FOUND ON THE DOSING WALL OR FLOOR. 14 12 8 7S 45 - 14 .12 TO 8 6 e 8 45 14 12 TO 8 5 B 4S 75 - ANCHORS SHALL'8E LONG ENOUGH To REACH THE.MAN'STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAE SHALL.BE AS%INDICATED ON 14 12 65 45 - - t4 12 t0 e S 7.5 5S 4 14 12 10 9 a 6 45.35 NOTES AL1)R A2}A80VE.FOR RNSTAUA"TIOKS ON VINYL SOM 09.EFS WITH OR WTNOUT METAL STUDS CONSULT INS ENGINEER.FOR W-0114 12 8 8 8, - 14 12 10 9 8 8 6 5 14 12 10 9 8 b5 'S 35 INVAUA INTO EFS WITH METAL STUDS SEE SHEET 20. N 12 10 9 7S 55 3. - 74 t2 10 - 7 55 4 3 14 12 5 65 SS 4 3 14 12 10 8 8 6 - - 14 12 16 9 a BA 5 75 14 12 TO 8.5 8 5 4 - (8} W D(LeTING CONCRETE BLOCK:(ASTM C-90) 14 12 0 0.5 5.5 3 - - 14 12 10 9 6 63 45 35 14 12 10 8 1 5 A5 3 - 1/4.0 TALON OR TAPCONWITHADVANCED THREADFORM TECENOUM ANCHORS,.AS MANUFACTURED BY I.T.W.BURDEIL. 7._O. 14 12 SO 9 8 8 - - 14 12 10 9 D 7 5' 4 14 12 10 9 7S 5S 4 3 - 1/4'0 x•3/4'ALL POINTS.SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 12 tD 6 65 4 - - t4 12 9 75 6 4.513Z - f4 t05 7 '15 4S 35 - -1/4'0 BLUE IAP CONCRETE ANCHORS W/CAP AS MANUFAL7UEHD BY FLORIDA f7STINFRS DIRECT:INC_ 14 12 to R31 7 4 - - 14 12 10 9 75 55 4 - 14 12 9 7 75 4S - - 1%4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 if 7 55 45 - - 14 12 f0 9 7S 55 4 - 14 12 7 8 4S 3 _ COMPANY OR ANY 07HER AFROM LICENSED OR AUTHORIZED VENDOR RECMERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC $._0' 14 12 f0 9 8 s5 - - 14 12 10. 9 8 6 4 14 1 10 8 65 5 35 NOTES. 14 12 8S 7 55 3 - - 14 12 8 " 5.5 4 •3 - 2S 9.5 5 4 3 - - IN.1)MINIMUM EMBEDMENT WTO CONCRETE BLOCK OF TAPCON,.BLUE TA'W/CAP ANCHORS AND TAPPET#+ANCHORS IS 1 Ile AND TAPCDH 14 12 95 75 e - - - 14 12 95 8 89 3 - - 14 12 8 8 5.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 95 &5 S 35 - - 14 12 10 8 63 5 - 14 12 8 65 S 4 14 12 10 9 a - - 14 12 10 9 75 4.5 - - 74 12 85 7 55 4 - - &2}MINIMUM EMBEDMENT OF 1/4b-x 3/4'ALL POINTS SOLE-�T ANCHORS SIAL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCC.NO 14 IIS 75 6 4 - - - T4 11 7 5S 5' 35 - - if 8 55 4S 35 - - - EMBEDMENT WTD STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 S 85 45 - - - 14 12 b_", 1 55 4 - 14 10.5 7 55 0 4S - - DOST.AND 1'MDN94UM FOR WALLS WITH NO STUCCO. 14 85 55 4 - 14 12 9 7 6 4-5 - - 14 11 5S 45 35 - 10'-0• f4 12 10 9 75 - - - 14 12 10 8 65 5 - - 14 1 e 5 4 - - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 IM 7 5 35 - - - t] es 65 5 4 3 - - Io 7s ANCHORS SMALL.BE LONG ENOUGH TO REACH THE MAN STRUCTURE BE9ND SAID WALL FISHES,ANCHORAGE SHALL BE AS INDICATED ON 14 11 75 55 - - - 14 11.5 9. 6 5 4 - 25 95 6 5 4 4 - - NOTES LLL)A:8:2)ABOVE.FOR TKTALIAT#ONS ON VINYL SONG WN EFS WITH OR WM40UT METAL.SIMS CONSULT THIS ENGINEER. 05 8 5 - 74 12 6 8S 55 4 - 13 10 e5 5 4 3 FOR INSTALLATION!ISO E1FS WITH METAL STUDS SEE SHEET 20, 11'-0' 14 1Z f0� - - - - - 14 12 9 7 6 45 - - 14 HOS 7 SS 45 35 - 25 93 5 - - 12 9 5 45 4 3 - - B 7 45 35 3 - {C) ANCHORS SHALL BE INSTALLED FOU.OWCNG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 14 10 7 - - - - 14 105 7 5.5 45 - - - LS E5 55 4.5 75 _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 95 7 4S - 14 15 75 8 5 - 12 9 fi .5 4 t2'-0' 14 12 10 - - - - 14 122 8 es 5s - - ="'13 -lo-65 s 4 - - - ET)CE DISTANCE VERSUS SPACING SCHEDULE FOLK ANCNORSi 11 8 55 4 J - - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACWCS ARE VAUD FOR EIRE DWANCES 1NHXCATED BELOW.FOR E 0.IHSS THAN THE ND)CATED.REDUCE ANCHOR SPACTNG 35 9S 8 - - - - 13 95 BS 5 4 - - 0.5 5 5 4 BY Mt1LT1P1.YNC SPACING SHOWN ON SCHEDULE 8Y THE.FQLLOYANO FACTORS. 9 BS - - 14 105 7 55 45 - 11 85 55 45.35 - - - REDUCED SPACING 08TANM USING FACTOR SHAT NOT BE LESS THAN MIMMUM SPACING ONCXCATED FOR EACH ANt31M TYPE 13•_0• a 12 - - - - - 14 n5 75 s 5 - - - tz s s 45 4 = - - FAC70R 05 8 - - - - t0 7S 5 4 3 - 7S 55 4 3 - - - ACTUAL 122 9 5 75 4 - - - 95 7 5 4 - - - b ` EDGE TAPCDN 7YAProN WITH IT IED ANCED ALPOINT SOLID SET BLUE TAP W/CAP TAPPER+ SPACING 8 6 - - - - - 13 95 85 5 - - - - OS 75 5 4 - - - - NV BLADE O D{i.'rANL:B 14 12 - - - - - - 14 105 7 SS - - 11 85 55 45 - - - - ED. WIN.SPACING-3' MN.SPACING-3' MN.SPACING-3 1/2' WN.SPACING = 3• 3 3/4' .4• t4-D' 1-T6--- r-- - - - a 7 4.5 35- - - =i 5 ss 3 - - - - 1 HV LADE WZ POURED CONCRETE& POURED CONCRETE& POURED CONCRETE& L427aD t>Xta63e cOtlCRE7E ts9a POFD ORCf6TE OuaaTE 619[x 3.5 a - - - - 11 8 5.5 4,5 - - - - 9 65 45. _ - - V WINDOW CONCRETE.� Mx M-3 S/r WL E1%-21/r NOS &'O L'I * /aN EM-3 Ite Ea.2 1/r 75 - - - - - 12 B 6 - - - 95 7 45 - - - 3' 1.6 0.90 1.0 0.78 1.0 0.84 1.0 is-o• 14 - - - - - - - 3.5 10 6.5 - - - - - a5 a 5 - - - - - BLADE WORKING 9 - - - - - - - 85 65 1, - - - - AS 5 3 - - - - - 2 1/2' - 0.81 1.0 - - 0.67 1.0 10 - - as a s - - LIZ 6 4 - IN. UNISON ♦ 2- 0.71 osl 7 - - - - - 15 8.5 55 - - - 0 65 47 - - - - '1 3/4' - Dal - - - 0.43 ti - - - - - 25 9S 0 - - - - o is s - - - 1 T 035 0.35 6 E 8 6 45 3 - - es - - _ - _ ss 7 4 s - - - -E 6 1 6 FLORIDA BUILDING CODE(Non High Velocity Hunicone Zone 4`4 p TiC(�p!A+,, Q 2015 FA+TIRN METAL SUPPLY,INC. yjCENSF'J BERTHA H TM 1 E C o �p�. A.S.S.A, Accordion Shutter System. Ne- a k Kv.3RE#1 W/OR W/o xv.Www Shufter Systems TEX Ng omptPTION DATE DRAWN fiY: ML STATE OF TTlln' TESTING do ENGINEERING COMPANY 365 N"'W.3w 5L,59c_3W,Y3lCRa"mom.nDrtDA 331 Association. inc. I OLD 11-192 4/13/15 DATE.- 4/13/15 6 �� 0- LORD Pn�e:(38stan-Ls3O.Fu.:(366)e71-7537 4268 Westroods Dirv6 2 DRAWING No "7p� ., �C��.� 6-+M+ -ao�as7ta. West Palm Beach. FL. 33447 s_ "h SSIONAt- r0'1 WALTER A.TI UUT Mr P_E 4 15-085 P.E. 9 " INATURE/DATE FLORIDA Ix 1s4157 5 SHEET OF 20 r d Nems," n ma N h a I r^1 c3 oIra �J BaCi +�a p=er o � w s tnln a� r of con Q >i m ■_ -- a1�n V) oa > nNa Q r a� [? gnRlTNganNYY ISO»IIln» 11n'illglll� II IYI 11111.n'111n111»�1i1111�1 � 41 aw t,r Y!n N n plNn•kaq n n qY Y n'qn Y l nr5 1 1 N n l !N 1 1 I tl l t I t i 11 ,�1, 1 1 1 ♦ I I I Y 1 1 1�1 1 =_ gp m � II�� p� ggaannnN nngnq Nnn NnN�glgNagnq�nya',�n ai',' »y as nNnYtgl t Intl I Inl 1 td I^t 5(� f+' N 01-1-1-ynn�ir Nn N nm mqm a NaNN...aN Nyr{q nN�a qAK Y nq a e n y�•1 I N ( z r q m W CI g M 1 a n N a q q N q q N y q N n q g y a N y N N g q n N N�N q q�N W in Y N g n A N}rt m h g Y r 3 �n n y g tl y1tl gitl�tl a N N tllq n g N N g y y N m n 4 4 N N a N q N N a y q tl N N N N N O N a N NFN y N g p q r t tx O ry m N y g q q y m n p n n N y y nIn q n N q'N N n g q n n N N N q q ytq N y N n n�q N y n y y y N y a y a 14110110 (` ,�h"�neAN�°Inh •11 h 1 t l 1 1 1 1 1 1 I 1 1 1 1 fit 1 1 1 1 1 1 1 T y t hh hh'�n nh<hqy nAY, 1 nn I l n l 1 1 4 1 I 1'r i I l All I l n l I l l i l l l l �Cj. qq�Npooa.AAhAAhhhnhhhM1AhhAhhhAhAM1M1Amh1h`hM1hhhh Ah�Ah�A' hm aAaign Ah�a*m YI nA ypI I An'1 yt n1 nhYI pI lI mA'„�I 1lI h»I 1IIAII Ilht11011 �`\�••, ••�• .T.• 1Y1112 , 1 1 11 hAM1hbAf n hM1n-Am � VnlnYU:ll-H, � I-.V AlrlY innl lnll I �':.. �'[•� '�•V�^� O a�hhhAM1nlhhhM1M1hn M1h Ah h! h hM1�M1h � hhNhmA,�h�tl�h N�`f,M1 NIn�h Yq�A�Y� �•: `�� ���5� n M1 hlh A M1 h M1 M1 M1 h h M1 h A h M1 A+M1 h A N n M1 h h A h h'h n A Ih h h'h,h A A h n m h M1 h +h�h h M1 M �j••. ��`JJJ . •� Ir RhAhhn AAhhhh hM1hh hhhM1 M1M1h hM1 hh hh Ah Ah M1M1 hM1 h'M1Ih hM1A M1 M1 M1 h hA nhl•hnnnn Z////�% t•' .X.••• �(��\\ t!J W �oSO n 61`i■1�nIKnYtnly`,'„�" f i n� l l i n l l l l I I I I I I I I I i l i l i J 1 1 1 1 1 1 1 1 1 1 1 � ^�mo�12m'tlhn mhtlYmtlm»aY »�vJv 'll Vn l21 1YIA�1 Y I I»n n11 1 t I HAI, 1 I I 1 1 1 1 I I I I r.N.o.N. m mo00nem Nro ohrtnl V7 maNnNd 6 I A 11�� N•'/t o f l l I I »-11 l l n l l 1.'•. ������N•'«��W Om442minh nr pm YN NmnY'1 N nfNn YY »RY a I 1 {Y ( t n/j J I W a^^^hm C m•-^t^ Id O m� A A�o� Id s1 rt '�m�tS d n Y .ri f at $ mmm4nnm0mm m m m mtl m m mtlmt11111111111111111111Jl Illi 111111.111 0000O�Olm.mmmmtl mmmmtlnmIwo. 111111111Ill 11111111IIIIIIIilllll ��w`` yeR m144gq 4mm4p0 gmmpO4W WOm44mm W04mmmmm 4m011111111111111II11�11 � itttF`yyyC}3 p m 4 g O O 4 O m W m m m O m m m m m O O W m m O m 4 m m m m m m m 4 m 4 m 4 m W O p m�4 I I 1 I 1 f f I I 1 I 1 6 �:mwawmaa0ewamm oacemaaa wwmwwaowm ammmmmma mmawwmmmaaml / i lllli " 1{1IYY�x3�'' $a((o40000^^00000�e000 oom000000 Y�000000�oo^0000000eeoo oom w� g q q q i•J - f 'In ip n cq pl 0 N M •I •I I�tAXr9(UM AS.D. DMIGN PRESSURE RAnNG (p.a.Q-AND CORRESPONDING MAXIMUM ANCHOR SPACING (in) 5GHmL1rF EOR A GNEN AX SHUTTER SPAN, NEr lT4'E A.S.D: DESIGN PR_ES, F_ RATING AND A CO}gSESpONDIhG UNMNG TYPE. (SEE MOUNTINGS ON-SHEETS 16&17). !E-=; u PER !EE;;-r r-z,,n-,-T-I=- SOUfHERN PINE SOUTHERN PINE'No. 2 W/ MIN. 0-0.55, SPRUCE NNE FIR NORTH SPRUCE PINE FIR SOUTH �• SPRUCE PINE SP U k PIN 1%2' MIN..GDX 2 NI o.ff W/ FIR NORTH FIR SOUTH NA><3nnl DOUGLAS FIR W/ MIN. G=0.50 W/MIN, 0=0.43 W/ MIN..G=0.36 PLYWOOD 9ONu,G�so.So W/ MIN. G-f),43 W MIN:C=0.36 SM(ft) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N, 0 do R FLOOR MOUNTINGS WALL MOUNTINGS 6;0.WALL MOUNTINGS B.O.WA.L MOUNTINGS 8.0:WALL MOUNTINGS W& X W& X P &0 S&V S &V 8SMKVMB>=VVCiF,j LuaLaa raaax1R�17I Buac I�1 R9J1811a1 f&SA Ox IAYI 0.TO1K2�EF�EOfNG{o!1 tEmI RII�BEHRSgA PA70(�j � cF nufs(p>) a1G+xml�t a®c 1Eq 9CiB1 Rt09I♦S. OfFO f,' a3a�cBLeumac(� RSa11L8A61 P,R.T9)E LQ6f�} 30 40 6o 75 90 o5 30 40 60�75 90 05 30 40 2215 90' 05 30 40 EO 75 90 05 30 40. 6fl 75 90 05 30 40 1,60175 90 65 30 40 60175 90 05 30 40, 60 75 90 05 30 40 60. 5 90 05 30 40 60 75: 90 05 '-O'OR 12 10 10 9 8 8 ¢ 5 6 6 6 6 12. 10 To 9 8 B. 6- 6 6 6 66. 6 12 10 10.9 8 8 6 6 6. 6: 6 6 6 5 414 4 3. 12'12' 12 12. it 12 12 12. 12 12 12:.12 12 12 12.12 12 12 4'-0' 12' 10 10 9 6 8 6 6 6 6 6 6 12 10 10 9 -8 8 8 6 8' & 8 6 12 10 10 9' 'e 8 6 6' 6 6 6 6 6 5 414 -4 3 12 12 12 12 112112 12 12 12.1212 12 12. 12 12-12 12 12 5• 12 10 10 9 8 B 6 6 6 6 8 5.5 12 t0 10 9 8 8 6 6 6 6 6 5 12 10 f0 9 8 7 6. 8 6. 6. 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12. T2 f2 12' 12 12 12 f2 12 0. 6'-0' 12 1 10 8 6.5 6 6 6 6 SS 4.5 12 10 10 9 8 5 6 6 6 .5 5 45 t2 10 f0 9 6 .5 6. '6 6 6 5,. 5 6 5 4 4 35 - 12 12 12 12 12 12,12 12 12 12 12 12 12 12 12 12 10 85 7'-a' 12 f0 9 8.5 4 66 8 .5 45 4 12 10 10 9 5 3 6 6 6 5 4 5 f2 10 10 7 .5 - 6, 6 6, 5 4 .5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.5 8.5 75 8'-0' 12 1 10 .5 4S 3 p ¢ 6-9 4 3.5 12 10 10 6 3.5. - 8 8 5 .5 S 3 12 10 10 4 - 8 8 5 .5 3.5 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 it 95 12 12 1.5'9 7.565 9'-0' 12 x0 5 3.S - 6 6 5,5 .5 .5 3 12110 9 4 - - 6 6 A5 4 3 3 12 10 4 3 - - 6 6 4,5 4 3 3 6 5 3S- - - 12 12 12 12 12 P 12 12 12 f 9.5 88 12 12 10 6 .5 .5 10'-0' 12 10 7.5 A - - 6 6 5 13 - 72 TO 8 3 - - 6 6 4 5 3 - 12 10 - - 8 6 4 S 3- - 8 5 - 72 12 12 t2 1.5 9.5 12 12 12 10..8.5 75 12 12 9 7 6 5 11'-0' 12 10 55 - - - 6 6 45 12 10 45- - - 6S.5 35-- - - 12 10 - - 6 5.5 4 - - 6 5 - - - - /2. 12 12 72 10 8.5 121212 9.5 8 7 12 12 8 .5 S 4.51Y-O' 12 10 45- - - 6 6 4 12 10 35 S. 5 3.5- - - 12 10 - - 6 5 36- - - 6 5 - 12 12 12 1. 9.5 8 12 12 11 6.5 7 6 12 t. Z5 6 ,5 4 13'-0' 12 1O - - - - 6 6 - 12 10 - - - 6 4.5 - - - - 12 .5 - - - ¢' 445 - - - - 8 .5 - - 1212 0 85 7-5 f212 0.5 7 ta'-0' f2 10 - - - - 6 5.5 - 12 7 - - - - .5 a.5 - - - 12 7 - - S 4.5 - 6 3 - 12 12 12 95 8 6 12 12 9S 75 6 4S i2 9.5 .515'-0' 12 - - - - - 6 - - 12 - - - - - 5 - - - - - 12 9 676-D' 12 - - - - - 6 - - 12 - - - - - 5 - - - - 1 - - - - 5 - - - 6 tt. 5 5 1 HV BLADE OR (1) HV BLADE W./ HV WINDOW BLADE WORKING IN UNISON* •SEE AafY15 OF USE Fail HAO£ ON'JffLT 19 # NOTES ON ANCHORS REQUIREMENTS: WOOD'SUBSTRATES. 1.AHCHo s 7o OAU.FLOOR aR Sam WOOD sOFsr BULL BE AS rotiows. 3.SUBSTRATE SHALL CONSW OF THE FOUDWING: -SOVIVERN PINE N.2 W/0..0.55(N.OS) -1J4'o TAFCO7 ANCHOM AS MANUFACTURIO BY LT,W.BWLODI W/1C1101UM E74aFDKW AS INOICAIEO AT ootp S FSR W/0050(RAs.) FACIE COON ON 57HWS 10&17, -SPRUCE PDIE M NORTH W/0-0.43(US.) EXCEPTIO&SEE NOTE 2 011OW. -SPRUCE PO4E,FIR SOUTH W/0-0.36(NAS.) 2 ANCHORS TO HOLM CEIUNO'SHHL BE AS PER MOUNTMO TYPE U.SHM 17 AND"a CONSIST OF -MIN. 1/2-COX PLYWOOD(1860 APA) LAO-sawn A9 PER NO3 7012 m=FX:ATIDNS .4:ANCHORSS441L BE RMAI IEC MUDW*a All.OF THE REDDIAMNOMIONS AND 5PMMCA114NS OF 1HE ANCHWS MANUFACTURM FLORIDA BUILDING CODE{Non Hk jh Velocity HUrricone Zone 2015 F.A.STMN METAL SUPPLY.INC. ISERMA HVI'M h ,. ..... ,� /Im E C d SNC. A S S A Accordion Shutter System `. y ■ ! ■ ■ H.V.BADE#1 W/OR W/0 H.V.WINDOtN BADE I ` P ' '•, TILLIT TESTING 8c ENGINEERING COMPANY AFnedcan Shelter Systems .N OEScaIPRON 2ATE ORAWH 11Y: NL ��• ' Association.. Inc. I OLD 11-192 4/13/15 DAIS 4/13 15 • A 1� 6�•; ` 8J6.4 N.N.3bIA.SL,Re.X&t'NCm'w 6VmU13,1fAWM 331 � / - '�4g,.tS Ptianc:(303)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 c 0-man:wt.-Ooecom West Palm Beach, FL 33407 .3 DRAY/IMG No FB ooa6719 15-085 STATE OF ,:�a W E. �B 44167a SHEEN OF 20 �: €t 15 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & 8 HV;♦ BLADES AS APPLICABLE MAX. SHUTTERS + — FOR INTOWOODe IT BLAD ONLY SHALL M WALL FIWSH BE ED TO 105 0 DESIGN PRESSURERA-TING.---SEE SHEg 19 EQRSHEMAX SP i/ 4'o TAPcoN oaD D S G SU FOR S E 1 & I WORKINGIN UNISON « APCON WIT}i ADVANCED THREADFORM TECHNOLOGY 1/4'0 TAPCOK OR r W/ 1 1/2'Mtn.PQIEfRAnON TAPCON.WITH ADVANCED TFIR.F"ORM TECHNOLOGY, -i---- OF THREAD AREA 70 -� W/1 1/2•Min.(PEHEm710 H OF THREADED AREA TO 1DL srAG {: "WING wow:HEADER. 15)- WOOD READER:(SEE SCHEDULE ON SHEET 15) t TO ME ' ' t{�DR ,;z_ 1/4'M2W/4'SS,MACHINE SCIlEDt1E ON SHEET ®� is .r 1 t SCREWS w/ 1/4'-2D NUTS ~-n FOR eH)EOME 0.® ENT A 12'O.C.. 1 ON S19FOR x 1'Min, NG 1 BLADES 1D.&✓� � a. OR t GLASS—tWALL FINISH 1 ~ 7 ! EXISTING MIN. " FTN15H Ot� 2'x4'WOOD DUSTING MIN. HEADER REQUIRED t OR�� ) 2"xa'WOOD 1 HEADER REQUIRED 1 ."6 TAPOON OR TAPCON WITH ADVANCED SEE THREADFORM TECHNOLOGY W/1 1/2' EXISTING 1 _i TO GLASS I I 1 I I Mtn, PENETRAnON of THREADED AREA TO GLASS- �—SOEDAE ON(S+EEr MIN.SEPARATION TO GLASS (SMDQSSCHEDULE WOOD HEADER. 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(SEE SCHEDULE ON SHEET 15) x IAN.PENETRATION'OF THREADED AREA INTO PLYWOOD TAPCON WITri ADVANCED 1-SEE SKEET FOR TYPICAL (SEE SCHEDULE ON SHEET 15) IXtSDNG RAN,2k4' 1/2 MIN.CD�j THREADFORM TECHNOLOGY SHISRER ASSEMBLY. WALL F1T1E31 STUDS O 16'O.C.MAX, PLYWOOD REO D. W/1/2'Nin•PENETRATION OF 2-MOUNTING SECTIONS GAN 6E 1/2'MIN.COX PLYWOOD 1E0'D. REVD.PLYWOOD TO DE WALL FINISH THREADED AREA INTO PLYWOOD ue ANY tNANY w»oAyr T° ®HV WALL SILL INSTALLATION �.EVSTINC_MIN.2 xlr STUDS A 18'O.C.MAX.REO'°. ATTAptF33 TO STUDS M ( � stIDET t5) PLYWOOD TO DE ATTACI-IED TO SIMS IN ACCORDANCE ACCORDMLCE WITH' WITH SECTION 2308 OF THE F.D.C. 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E%ISSiNo FINISH AS APPUCABLE SCALE.3/8•p t ".TOP do HOTIOM) -- - - --� t-3/4 x 6 1/4'x O.a35•Y}flCK I[n. .�——•———— —ZEMSnNG GLASS———_ — Nf.GALV.Si1:Fl TRACK CHANNEL. A5my A-653 GRAD£40 Lr..C-60 ,' _ , ,:.:•';;:. - ,. - , - , ,., _ - .,� GALVANIZED FA"iENlUTO STUDS - SYMMETRYCAL w/(2)/6x,/z TOC SCREWS DN 5YMMETRYCAL 436 43c z ! ;.' , KIN.SiPARA710N;.jYAR1E5=; „I rNTEftWR a IXTER OR FACE 1 I CENTERMATES W/'. S"` 'CENTERMATES W/ m cuss z .� I:;:`.i ;.c a. .+ + ' I •�i i s '-° SCHMULE) Nox„ ' ;EXTERIOR AC�fESS SIDE;;'i I w :..INTERIOR ACCESS SIDE •+ r 3 (6•IAM.) --_ 24 - t a _I • 2>V,__ O 21 21 2:1 t 21 1` LaCr _ { H+1 HEADER/SIL ENDS = - - - - VIEW Y 42 —3 1/4-(Typ:) 6 1/2•(Typ•) �- '• 7- 24 s 1/2•Max.sect( * SIDE CONNECTION TO TRACK BLADE SLACK AMUNE MM FLORIDA BUILDIkG CODE Non High Velocity Hurricane Zone +r��AtAf1T1CC/�'''i 0 2015 EASTERN KETAL SUPPLY.INC. ,,, P�,•. . �.,, BERTHA HVA, A■ ■�■A■ Accordion Shutter System IMi� V I N c. KV.BLADE SII W/OR W/O HV.gWNDOW BLADE ` 'i, - American Shufiter Systems ay.w DESCRIPTION DAM DRAWN Of. O.L. *¢ T1WT TESTING do ENGINEERING COMPANY Assoclation, Inc. t OLD 11-142 4 13/15 DAV_ 4/13 15 11355 N.w.Xft St-5m.303,VWWA WI)Vr.nORw 333 / Pr,;n,;(305)871-i530•Fmt;(3D5)67,-153, 4268 Westroads Drive z DRAWING No tty e-mal totewooac- West Palm Beach, FL 33407 3 15—U85 o��• E8-000879. WALTER A.TB.UT dr:VE'�.,���513,.....:.• G ��.� 4 Ni'�/DATE aCROA U.®44107 s SHEET P.E. ' i4ir 6 20 OF 20 Florida Building Code Online Page 1 of 2 y"- ..���� ,'�r i°`•�L :.&�.��"` g fl�����ty:I+6� �� €..' v ,, .:.� �t -1 .stir s r (m !� s ,t1 i � lTh'�t�. BCIS Home ; Logln • User Registration Hot Topics SuBmit Surcharge Stats Pa Facts Publications FDC Staff BCIS Site ttop finks Search us nes Professional ` � "� Public al USER: btit User Usat pr.tr,�t acgrrovtt,Meru=>rrr f+'t a nnnitr.7ugn�^�>Application t ss:>Application Detail �f�� 11968-R 8 FL>Y d U L � PpTypeRevision Application 20i4 _ Code Version Application Status Approved PEFi:`Jfl} Tii�� St. Lucie GcuEltt`, F Comments Archived Eastern Metal Supply ' k �.*4, }„ i Product Manufacturer 4268 Westroads Drive y{{�{{ Address/Phone/Email West Palm Beach,FL 3340t (800)432-2204 �} trodrig uez @easternmetal.com Authorized Signature Bill Feeley lrodrigijez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emali Category utters Subcategory Storm Pane, Compliance Methal Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I` Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tilsit,Jr. Evaluation Report PE-44167 Florida License Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015Frank L.Bernardo,P.E. Validated By Validation Checklist-Hardcopy Received Certificate of Independence = ,1291--"—,-,A)1-1'2m1?t t. f Referenced Standard and Year(of Standard) SAMIONA year ASTM E330 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D http://wANrw.floridabuildiiig-org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODf... 7/16/2015 Florida Building Code Online Page 2 of'2 Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 ._........_...____.__.__._..___ .. jSummary of Products —_............... ..............__,—, ..._.._.. FL# lmulr umber or Name Description 11968.1 rtha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to provide ep)-Non-HVHZ-Drawing hurricane protection. 5-042 Limits of Use Installation Instructions 3 Approved for use In HVHZ:No E i.i 1965 R i 11 FASTER,,Mi,rl ii S;lpotr tick: f)Rltc; 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 Evaluation Reports Other:Large Missile.Max.span is 12'-0"for+25,-25 p.s.f.and 4'-0' FL11qi� w-i r=E EASrti1?P:rtE1' for+125,-130 p.s.f.for sections 1,3,4,6,7,8,8A,9 and 11.See -12_po sheet 10 of installation drawing number 08.145 for other spans and Created by Independent Third Party:Yes .pressures. 11968.2 0.050'Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to provide (2.25"Deep)-Non-HVHZ-Drawing hurricane protection. Number 15.044 Limits of Use Installation Instructions Approved for use in HVHZ:No W126-11 It168 R3 II FQ 7 H!METAL SUPPI y IN Y C,_ny_ga4d2t 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.Max.span is 12'-11'for+30,-30 p.s.f.and 8'-2" FL 11 j i =,E,__F- !3 Li r1ETAl�i Hl iJt N_F t? I.?a;;.,, .fin. lyes For+75,-80 p.s.f.for mountings without'h"header.See sheet 5 of Created by Independent Third Party:Yes _ Installation drawin2 for other spans and pressures. 11968.3 24 Gage Galvanized Bertha Steel Storm corrugated galvanized steel storm panels retained or not by tracks to Panel(2.25"Deep)-Non-HVHZ-Drawing provide hurricane protection. c Number 15-043 1 Limits of Use Installation Instructions 1 Approved for use In HVHZ:No Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. iImpact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports i Other:Large Missile.Max.span Is 9'-8"for+30,-40 p.s.f.and T-2'for FLl J R R3 AF FASTERN'AFTAL SUPPLY INC P F R. f>Rti'fG 15• +70,-80 p.s.f.for panels mounted without'H"header.See sheet 4 of 043j)d installation drawing number 08-142 for other spans and pressures. Created by Independent Third Party:yes 11966.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm panels retained or not by tracks to lDrawing Number 15-046 2rovide hurricane protection. Limits of Use Installation Instructions j Approved for use In HVHZ:No FLI )6`i R3 11 FAITFRIJ METAL i4!PpL-t INC. Dpt"n .iri uit 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.Max/span is 10'-0"for+28,-28 p.s.f.A.S.D.and F 1 Et fF R, ( E.ASTr �}t4F1. I. ., 4'-0"for+105,-110 p.s.f.A.S.D desgin load.See sheet 3 of installation i! t izlL II _drawings for other spans and pressures. Created by Independent Third Party Yes i .moi'# t' r) Contact Us::1940 North Monme Street Tallahassee Ft 3 999 Phone_:850-487-1 R24 The Slate of Florida is an AA/EEO employer.Copyright 7007.7013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail,If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails 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 aro a licensee under Chapter 455,F.S.,please click Ilene_. Product Approval Accepts: tit't'lfli'tl\"li 3 1 v i t? http://«,NNiN,.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf:.. 7/16/2015 GENERAL NOTES: 1.STORM PANEL SHOWN ON RIS PRODUCT EVAWTION DOCUMENT(PED.)ILLS LIEN WR'LPO rOR C9VPEAJ%W IN ACCORDANCE ACNES WIN THE 2014(SIA EDITION)Or THE FLOMD4 8WED04 CODE: THIS STORM PANEL SHALL Ida BE INSTALLED AT HICH VELOCITY 61)UMAJUM EMBEDMENT OF TAPCON,ELCO PANELMATE AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK HURRICANE ZONES(MAMI-DADS/BROWARD COUNTIES). UNIT SHALL BE 1 11417 1 3/8'FOR 2AM4C kVUN ANCHORS AND 1 1/8'FOR RED HEW DTNAEOLr SL.£ElE mcnoRS DESIGN WIND LOADS S19U BE DETER mED,AS PER SECTION 1609 OF THE ABOr M£MTONED CODE, B.2)7/8'CALK-AN ANCHORS SHALL BE&MRELY£LIBEDOED INTO THE CONCRETE BLOCK DNB,KO£MBEDMENr TMD STUCCO FOR A WND SPEED AS REDWREO BY THE AOS&CriON WIIER£TH£5£SHUTTERS 67LL BE INSTALLED AND S74U BE POIMITTED. 114-0-20 SCREWS USED SNAIL BE 1 1/2'LONG MN/MUM SHOULD STUCCO EXIST.ANO I- FOR A C&ECMUILLITY FACTOR KOsODS,USIX,ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FBC AND WALL MINIMUM FOR WALLS WITH NO SRICCO NOT EXCEED THE 1WIMVA((ASD.)OEE XRI PRESSURE RATINGS DOr,SATED ON SHEETS 5 IHRU 9. IN ORDER TD VERHY THE ABOVE CONDRION,U07I6ATE DESICH WIND LOCOS DETERMINED PER ASCE 7-10 B.J)MWIMUM EMBEDUENT OF 114110-3/4'AL[ POURS SOLD-SET ANCHORS SHALL BE 7/8'IM0 TH£CONCRETE BLOLX NO SHALL.BE FIRST REDUCED TO AS.D.DESIGN 97AD Lf14DS BY MULTIPLIING THEM BY 0.6 W ORDER TO EMBEDMENT Wl0 SrUCOO SALE BE PERMITTED, 1/4'I-20 SS AWCHHINE SOMY USED 5X4144 DE 1 1/2'LONG TO COMPARE THESE W/LAX (ASD)DESIGN PRESSURE R47MS INDICATED ON SNE27S 5 n RU 9. AIMMLM SHOULD STUCCO DaSL AND I'M WUM FOR WALLS WBH NO STLICCO. IN OROM TO VERIFY RAT COMPONENTS AND ANCHORS ON THIS P.ED.AS TESTED WERE NOT OVER STRESSED,A JJi INCREASE 114)IN DISE IMT PRECAST STQW OR PRECAST CONCRETE PANELS BE FOUND ON RI£EXISTING RAL,A':.HORS STALL BE IN ALLOWABLE STRESS FOR WWD LO4D5 WAS AM USED R 7Hr7R ANALYSIS A DURARON FACTOR CDm1.60 WAS USED FOR LONG ENOU;H TO REACH THE 14VII STRUCTURE DVOND SUCH PANELS ANCf=4G£SIW1 DE AS W&CATED ON NOTES IN VDZ!F1C4AON Or FASTENERS W WOOD. S,I)AND 8.2)ABOVE 57ORM PANEL'S ADEQUACY FOR LUPACT AND FAYVJE RESISTANCE HAS BEEN VERIFIED IN ACCORMWE"MI SECTION 1609.1.2 OF (C)ANCHORS S44LL BE W57ALLED FOLLOWING ALL OF THE RECOMMEMNDONS AND SPECIFICATIONS OF THE ANCHORS THE ABOVE MENTIONED CODE AS PER An ROWIS/0121.01-98R,/0329,OI-00,/0525.01-00 AND/0.512.01-03 AND LLINUFACCURER /0617.02-04,AS PER S57D 12-99 STANDARD,AND/0221.01-01 PER TAS 201, 202&203. 7.PANELS MAY ALSO BE WSrA�LD HORMONTALY FOLIOWWG INSTALLARON OETALS SHOWN ON SECRDH5 1 7HRU B(SHEET J&4 OF 2.ALL ACUMN'UM SHEET Mc7AC PANELS SAIL/AVE SO52-MTI CR.100<-N34 ALLOY. 9)EXCEPT RUT HEADERS A 4&5 SHALL ADT BE USED, 1 ALL ALUAIISDM IXWLNSIOIS Sf�41LL BE ALUMINUM ASS TIM,1 6063-T6 ALLOY& TEMPER UNLESS OlumnsE N07ED. 8. Lr SHALL BE THE RES'ONSBIUrY Or THE CONTRACTOR TO VMFY THE SOUNDNESS OF THE S7RL'CTME'WHERE 51IJ77- !S TO BE STORM PANEL COMPONENrS 1 STUDDED PLATE AND SNAP GAP ARE PATENT PENOLNG. ATTACHED TO MISUSE PROPER ANCHORAGE R!6 SHUTTER SHILL car BE ATTACHED TO CONMUC CROCK OR TWJOO rZWC RUIMNss 4.ALL SCR&S'TO 9E STAINLESS STEEL J04 0.4 J16 AM SERIES OR COR905INN RESISTANT COATED CARBON STEEL AS PER CAN 50018 W/50 W YIELD STRENGTH AND 90 bi TENSILE STBONGIN&SMALL COMPLY W/FLORIDA BUZOINC CODE SECrR1.•J 9. THE LYSTALLATpN CONTRACTOR IS 70 SEAL/CAULK ALL SHUTTER CIDMPON&NT EMS WW-H REMAIN LV COMINUOUS CONTACT N1AI R!£ 2411-1.14. B'JZ&HO 70 PREVENT'WIND/RV,V WTRU90N.CAULK AND SEAL SHUTTER TRACKS ALL ARMIN0 FULL LENCiN. 5.BOLTS 70 BE ASTM A-307 CALVAN2EO STEEL OR AIS J04 SERIES STANTESS STEEL, WIN J5 bT MNMMLAI"ELD STRENGTH. 10. (0)TMS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOF PROV,DE INFORAWRON FOR A SNE SPEC,FIC PR04ECT;i.e. WHERE INE SITE`CONDITIONS DCIIAIE nROM THF P.C.D. 6.ANCHORS TO WALL SALL BE AS FOLLOWS'(UNLESS OTHERWISE NOTED) (6)CONRACTOR TO BE R£SPONW1.17 FOR IRE 5ELECDON, PURCHASE AND INSTALLATION INCLUaN6 LIFE SAH2'IY OF THIS PRODUCC, (A) TO EYISRNG POURED CONCRETE• BASED ON THIS P.E.D.PROVIDED H£/S!E DOES Nor DENUTE FROM RHE CONDITIONS DETALED ON HIS DOCUMENT. - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY LT.W. BU,'LDEK CONSTTTUCY)IN SAFETY AT.SIE IS 717£CONRAC70RS RESRONS UirY. - 1/4'0 CF TAP-C,SNP ANCHORS(BFR/H4 STUD-CON),AS MANUFACTURED BY TAU-rAST CORPORARON (c)DOS P.E.O. *?LL BE CUNSDEACD INVALID IF ALTERED!FN'ANY MOM,- 1/4'0 ZALAC N41LN AJCNORS AS WAVUFACTURED BY POWER FA5117V-`,WC. - 1/4'0 r 7/e"CALK-1.14 ANCHORS OR nCO-a&/0male 7AWLA(41V AS MA UfACTUIED (0)SITE SPECRC PROI-CIS SHALL BE PREPARED BY A FLORIDA REGISTERED ENr NEER OR ARCHCrECT*MCH WIL BECOME Rf£ BY POWER rASTENERS,INC.AND f1C0 OONST)MJCRON PRODUCTS,RESPECTIVELY. &X4NEER OF RECORD(GO.R.)TOR THE PROJECT AND WHO MTC BE RESPONS&r FOR THE"?OPER USF OF THE RF-D. 1/4'0 rr J/4'ALL POINTS SOLID-SEr ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECLA17Y COMPANY. ENGINEER OF RECORD,ACTWC AS A D£LLGATEO ENGINEER TO THE P.E.D.ENGINED%SHALL SEVUIT TO RIS UTTER R!E SITE SP£CYX MWiNw"FOR RENEW. NOTES, A 1)AMMUM EMBEDMENT WOO POURED CONCRETE Or TAPCON ANCHORS IS 1 3/4;•FOR 2 WAC NNUN ANCHORS IS 1 JIB;• (0) THIS AE.D.BALL BEAR THE DATE AND ORIGn%t SEAL AND SNCM47URE OF THE PROFESSONAL ENamEm OF RECORD TIUT FOR ELCO PANELAUTE AW2"S IS r 3/4'AND FOR CF IAP-GRIP ANCHORS IS 1 1/4" PREPARED Jr. A2) 7/8'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE: NO EMBEDMENT INTO STUCCO 11.SHUTTER L4NUFACTLOQER'S LABEL SlW1 BE LOCATED ON A READILY VISIBLE LCCATION AT STORM PAAEL W ACCDRDWCE WITH SECRD.N 171a8J OF fLONH1N F#XLDWG CODE ONE LABEL SAIL BE PLACED FOR EVERY OPENPNG. SRUJ 8t OR WILLS114-0-20THS SCREWS lUSf.'p$HALL BE 1 !/?'LONG MINIMUM SHOULD STUCCO EXIT,AND !' LASEmG TO COMPLY*Mi SECRON 1710.8,2 OF RHE fLa4ND4 BURDNG CODE. MN/MUY FOR WAIS WITH NO STUCCO. AJ)MMAILIM EMSEDMFIir Or 7/40 x J/4'AL POINIS SOUO-5171 ANCHORS SHALL BE 7/8'INTO RHI•POURED CONCRETE. HO EUEEDMEM INTO STUCCO MULL BE PowrED. 1/4'0-20 SS U4014VE SCREW USED SAL.L BE 1 1/2'LONG MWAIUII SHOULD STUCCO EXIST;AND 1'NWUUM FOR WALLS WITH NO STUCCO. 44)W GIS£RUT PREGLSr STONE PRECAST CONCRETE PANELS OR PAVERS BE FOLWD ON THE DXISTING WALL OR FLOORR, ANCHORS SIALL BE LONG EN01 HH TO RFAC7H THE LWN STRUCTURE BEHIND SUCH PANELS ACHORACE SHALL 8E AS INDICATED 0.Y NOTES AI)&A2)ABOVE THIS DRAWING SHALL ONLY BE USED TO (BJ TO DOSrNG CaYCRETE BLOCK WALL OBTAIN PERMITS IN THE STATE OF FLORIDA - 1/4.0 TAP-CON ANCHORS AS MAHLIFACCLRED BY I.r W,BU/LDEY. - I/4'0 CF TAP-GRIP ANCHORS(BERTHA STUD-COQ,AS ILANUFACCURED BY YQU-FAST C0RPOR471ON. 1 511' /IU/I 1/4'0 ZU4AC AWLfV ANCHORS AS MANUFACIURED BY POWER FASTENERS INC. 1/4"a r 7/8'CALK-IN ANCHORS OR n00 male&10m010 'PANfLW47E'AS MANUFACTURED ;�P��,.•••^ •.,•Tv,i��` BY POWER FASTENERS,INC.AND EIC0 COHS7RUCR0N PRODUCTS,RESPLCTAUY. S• 1' 1/4'0.J/4'ALL POINTS SODD-SET ANCHORS AS OSTROUIED 6Y ALL POINTS SCREW,EOLT&SPEC:V TY COMPANY, �`C C:�` 1/4'0 RED HEAD DYM46OLT 5LEElE ANCHORS AS ARNU ACTURED BY LT.W. Sawa,, FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) 44 i b( 07015 MIEN.OA: 0.050"BERTHA ALUMINUM STORM PANEL rJu { •. 1 _„_ = (2.25"DEEP) Dwm B EASTERN METAL SUPPLY, INC 1 L ECO ,N�. ."a.=3T/Aw D%r ,` '�±,V.��' 711117 TE577NG a ENGINEERING COMPANY NIST PAW�L FL Aa7 1 t '�. AttfM11 1l 5A Sa 0.l N>M(IRYGIL V1l4 �avE:(561),M-WGA AX,(sr)s11-/71a 15-044 NNNNNI7111{ATi;'.i1V1111'• rtw.f3Yj4/EB-0.'AOd7141_s%11-ISn a,rt II�w�G H•b 11'AI.IER A MUr d'.P.E. 1 nomL;r_If 44161 AlQT I N 11 rsico _� 't'm rW S..ro•14.015.1708.xM) 0ssw41ar5a (urcmt wnn+/—i � !m 7•u,.. 5..70, II—R izs I.M " . 1.5w Iwo" II A''—'• T s O�*.wce�oy) I E x uHxcar[a) 1515 us' axa" ti ops• pqg �-• � � � (( t 7S. -� � .073• �ry S.?!0. 2t2 A. 2757" JB71' Zi5!' t-2.73!'-i 2S9r` Oj FULLA(UM1Nt�PAM %Z NEAtA/ED EDGES 1A H LrA ALL/{/INtIAI PANEL W/ aWW EDGES . x5so S U'HEADER 4 3'Max `U"BtlTLD OUT 115.119"JI W :7.t1y Irate-woo l J 'h'HEADER -----rzmo•larccmr OorA)-=------I t--B.aoo-OrTGRC swot/--I sc":W-1• •1 w• h 1.1530' a:m" raw• .�.�7 j-sw' 7.lca•_*�. 1.15x1• .irts- I •r•ate ae fMJ � ! � f r5 as.urwu[2a)--J 1 $ .tas' n R L ra'AM ---I n RaSS• 3 0'. a 8O REVERSED 'F'ANGLE 1 ftll�L AL�fANNttM PANEL }+f0 HEI.f fD E'DGES (�'�1 LFALLLMINuAt PAMa EDGES .su• TRA {/}STL}RA/ FANEL 6 l: 3'ANGLE BUILD----OIII (21 3 8�S Q A 314-8. O. Asa`• Or F' TRACK F" TRACK �+ _ BRACKET :cic:S2'-.• izvr:1511'-r scut:.Va•-r• .,,,� rzrr a•© r�ao XJIIxtTC rt ....rr• '�+m rv.� � �j i { .tu u4.rnu3cw� .o9s- - 13s � ♦.rr u4. 1— (j���y�y k j. �d J d v� ._.._�.....-., tl T� u4.urvl7rr ^n V ry _ ® F• TRACK ANGLE 1511 r .00t� � I.7M• L ._{; r..vc:Lir'.r ,/.••so+snots "-(MaK1� q7.aLa' 23 6s S Situ ftS7i7EYl i8 -d t a�� i� L 1 i 2'x 5' (Max)-X.. ANGLE .+rar o srna 4.s 17 T r5'(ALd �xi/B' DETAIL 1: vw w/ar rxsr zor_ aae er© sr s:�a-r sxo+r,a,srerra� ANGt�WlTH STUD x01a WATM WM Mvr OP770M I OPTIQN 2 �� KEYHOLE AT PANEL 11111 �c f t zwa I •_ _ �5 • O sr[ .421 2% ou• //a WArC y I-E, o rY ac.vrrA)A1115zr0a'� �-___._.. STUDDED ANGlf araza °15' KEY HOLE wASNFR t2A ROUND HOOW AT PAS ner-«o.�+..,YaOr (OP770M TO 12) p• rxt;-r/r'-r• 47 8177:W UM£ u',ao-.no. STUMj) PLATE t>,•t1L�,apagy.�ar�e 7AtiGd:j4 © cae3.7r x,ar �,+" ; ,,rE•fit°°kr i sroc r-r `��ti�.tip�..•^ ..,�t/�!r,� FLORIDA BUILDING CODE (Non High Velocity Numicana Zona) —j— V,u 111 v o qrs TV=as 0.050"BERTHA ALUMlNW STORM PANEL roL. /rs•-�I" :•-� ( r5' --If•-- .9 (225'DEEP) a;n0u ur: 44 s 01p./7s EASTERN METAL SUPPLY, INC arE .7raK3�-aW 16 ' (6'x7 xj4=(.ONG WALL PLATE �c S } nw7 resrwc t cNarmmro covrwr f, e, 4.0 'FAX(Mr)7I,-1714. 15-044 �6]1V MC 4.s .a-F4 MOI,aMP[YG 1t.it1N rRw'r.-Nrr_r• ��r"'����"'`- �;ti�e� lne..7 tar�rilC tsxH7t=:ur ,n.;v u+r a o.a aurw�c rh 4 7,i.f.•iyCa�.�,{}`` v.ti[aA tatrr.w r.4. SW£!•t M W 14 fJ.,'rn ,.,L,• rLtitY)i tic. 1tt67 rlfilf7:irr•' TOP TRACK (iE COMPONEWS, SHEET IA OF 9) 33 ' CONCRETE ANCHORS (SEE SCHEDULE) � d7aX. rJaajj n, J o 0 0 0 o a _y_-___r_r_Y_r-__r_r_.r_�___; 1 1 I I 1 1 1 1 1 1 I 1 1 1 I I I 1 4 1 1 1 I I I 1 IT, , I ;, 0 rnP �Ajv A u t �.3-.=..__...__. CONCRETE ANCHORS (SEE SCHEDULE) 3" Marr. Ilex. r utr. T uta. L BOTTOM MCK STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS. SHEET IA) SDUF: t/E'n T' �1/4'Ma. CAP 114'Mox. GAP- TYP.� ..0 lf tia`u4 LIA, FLORIDA BUILDING CODE (Non High Velocity HurTrrone Zone) .lots Maw.or— 0.050'BERTHA ALUMINUM STORM PANEL r.R.t F (2.25" DEEP) ac.o+by; ! 4L ' iT ~" L EASTERN METAL 'SUPPLY! INCSECTION A—A N i.lEC4tNs. sr IrE;T FN.N LC:.MLH.!'!.J.M07We Q CNGjt4CMNG COMPANY 15-044 ruaD/LUMttiG No aCITX.L IIyLfT Jr.PLFjCQ%A tbw 1 44767 'rlflr7it1tit1il" TA-CM WC*e�Z4"N"RED WAD-,, AVW�4 Zwc wAA AW WAD C-1. vmmr.cr �W,C4"--CW "o-Ar, A%Cht'WS Cont am"W n3,Lr pAla�m zulw WK A�ww Air sadu"nw S.".) 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MOO 5£ ON 0 STUD 45 ,.CXU",pv=uvMIS tenor,DIe 0.050"BERTHA ALUMINUM STORM PANEL (2.25',DEE WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATIONCJ1241 3 EASTERN METAL SUPPLY, INC *or PALM arl�n.M07 ii—crloAi 1 Sc4r:J/tr- I* SECTION 2A sme:ila-- r- oyax TILLIr rESIM CAAWNEMW COMPANY 15-044 P 09,*Lll�, "Viol" OEINL Or$rCMN 0 ALSO IV M�PS WSTALLAM SEC WALTER Z r or .L nazu.tk�Iet l6TI rAiFb'G CNX-N Pr avo ' uPaYG C"-aI 00 a=W14/ 710'0 MhG NUT 0NT r 7t�AFfMAKE AT l7LNL PAtillller AV.71CR5 /WYE PAM1T1Yt2 AWt7R' «._..__G a ..__...... I PA'tEta'wTE(7YP.) rAu- 1 Cmt {S[£DcrRDlet Ta+s7tkNcJ t A. tsaE satau TOM m�cc�cJ rn am u ut rwNr 7/�'P-2o s s>r uct, n PAvilurr AWnR5 eOtT W/Nut a N.L^NFN ^�,y\ r,,- u;Jr-a,AU FONTS SM4 SET cw Is7r snaOu7E Oar \ a 72.0.C % \ I \ aco wi&ramE PAvaWlE,NGWWDR+ i slstcncJ _ � 8 � ,•w,,.� 3C7DRD7 ewrcaErE 1 1 PouFFn rxOOtR£7E I t i t (SEE sL7reD7nE POR sPAavc)• I I .._ /• 'I \ 17t \ \ \ i PouRm ( \ REDORM caNart7E --^^—�-� aweFo o ! 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DESIGN PRESSURE RATING (p.s,f.} muillo AND CORRESPONDING MAXIMUM PANEL LENGTH "L' 09(CONCRE-M VLO"WALL POLO"comcizrm (REWD) N SCHEDULE, FOR A GIVEN PANEL SYSTEM OR cO&vFxT& WALL Mzco" TAP"W ANCHOR$OR LFOCIr SOLAD-Sa PANa 1,000711 (SEP SEE SO4PE"fOR SPACM) "AX&W //- -- 1 [0 1 AS A DESIGN L pRemme PAIM JAMUMCANr 00NDRkW5. V=ws 'vj=1v1(12) Mr. .11,—4 --Imo SEPAR4MW +30.0. --15.0 r2'-n• 12�11' 22"-17* 11 To CLASS 12*-0' 12*-0" 7/8' +40.0. -45.0 11-2' 77'-2'2- 1-�1 . Ow. POWEV CASE E (Plan) Cyr *45-0. -50.0 • =118'U mOCK WALL SCALE- 114'- Y' RMORW Mr. pogmN+) C.N. g-7- OR CONCRETE MOCK— SECRO 1 ® STUD +.55.0. -60.0 9*-7' 8'-6' WALL REOt44W TCP. ToplBOTTom WCON AW-100R$0;. Com:ALL P004'SWIV-SFT (SEr SOWAC FOR$PAW-V) (opm FoWxW +610' -70.0 8--g. WALL MOUNTING INS FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone) f70.0' -;15.0 8--6' 6*-8' W-61 — I �1,. 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J'' Q�• ' •• 'c( �c1• ��r4".,J� situi ims;'s is r COMPANYiw n+ rat PALMNE(s6r)2cv-ee=swrtAtnr.(s,n6rw)62n -rne I5-044 DETAIL 2 - INST�4TIDH DF 1/4' rzoa/couvc uonHcx1s[cr=cw aX .• 0 R I „, :rnr„-,�.rn:cw ,-yt a,� Ee, c , SIDEWALK BOLA r R£YOVABLE PANEL COUBfN[D IN wr war TO surr AHr rNsruurxur. ,rrrrrii it ti`vi`'``i npOWA T'Nr67 4d„•2r' SHUT 9 rr 14 MAX/1/U1{I&S.D. DESIGN PRESSURE RATING (p.c.f.) AND CORRESPONDING YAXOMM ANCAOR SPACM SCEMULE FOR INSTALLATIONS IN CONCRETE AND CONCRETE BLOCK STRUCTURES �� rn.r Avon ywac rtx r a�s r/r. A.stAasc ro 1/A141d' aOAAe TARps pSii-nn'Si. cYNc wrw aUf-M �Qe.,ar v w�-Oa� IMi�N'Ls /iMnlwf!ua .r6 ss alwe s cwco /♦ wa.ar over wnc 4✓J ANY ®wvI 1P�cM i•(rt) ro(aamt ro Hnx ro mwlr ro 1wr 7WA rosoar roLafAOi roaaor roC_X rcrlor romrortls A seC[ roI2' MIA 17• WA WA 11' MIA WA WA WA WA t?' 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