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Florida Building Code Online page 1 of') SCIS Home 1 Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications PBC Staff SCIS Site Map ' Links Search d Rita 1 Product Approval USER:Public User Product ApoMyal MMU>Product or Application search>Application List>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archlved 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 1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E, the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. V Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC-INC. OBAWINCG 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSCC-INC. DRAWING 17-196 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF 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 https://www.floridabuilding.6rg/Dr/ter am dtl.aqnx?naram=wC"TF.VYO-.Xrtnn'llvvuu,t%rT""z ,t©lin,o -f Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017, Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION S.HUnER SYSTEM PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive_ASD load and 13'-0"for 35 psf negative ASD load FL389_9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and W-11"for 62 psf,9'- Created by Independent Third Party:Yes 11'for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for sheet 5 for of D pressures. 89.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by track 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389_R9 II AMERICAN SHUTTER SYSTEM ASSOC_ Approved for use outside HVHZ:Yes INC, DRAWING 17-107 BERTHA HV ACCORL)ION SHI�TTFR Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D". Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.. -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT.PDF p.s.f,for HV1A working in unison,See sheets 7, it and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Nan-HVHZ)-Drwg 17- (top and bottom)for storm protection 106 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC_ Approved for use outside HVHZ:Yes INC. DRAWING 17-106 BERTHA HV ACCORDION SH ER Impact Resistant:Yes SYST.PD Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30,p.s,f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVAL1.16D,ON REP RT. DF Created by Independent Third Party:Yes Sado Next Contact U<::2601 Blair Stone Road.Tallahassee FL 32399 Phone-850-487-1824 The State of Florida is an AA/EEO employer.Copyright 20072013 State of Florida.::Privacy Statement::Acceqsibility Statem nt::Refund Staff 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 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 emalls 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: https://www.floridabuilding.'org/pr/pr aw dtl.aSt3X7t)artm=wC-,FVX()WtT)nuVVT4T47,7T,,nr; . 1 Mini Q i i C.�,ENERAL NOTES: 1.BUILDING' THA" .ACCORDION COS OCCOR SHUTTER SHOWN ON THIS PRODUCTSYSTEM SHALL NOT BE NSTILLA,ED TACT HIGO N UNVELOCIIY EOHU N" E�ZO ES. VERIFIED R COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA DESIGN WIND LORDS SHALL BE DMICRUINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEW REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL SABLE OF CONTENTS 13E INSTALLED WITH A DIRECIICHAUTY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS-11)DESIGN PRESSURE RATINGS INDICATES ON SHEETS I I THRU 15. 19&20. _ AREA 1: HV BLADES l)CIE Q 1 BY IN MULTI LYING THEM BY 0.R To VERIFY THE 6 IN ORDER TOCOMPARE THESE W/MAXULTIMATE DESIGN WIND LOADS (AS.D)D DETERMINED PRESSURE RATINGS INDICATED SHEETS I ID TTHRU 115.10E&20.RD LOADS GENERAL NOTES SHEET T IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D..AS TESTED.WERE NOT OVER STRESSED.A 33 X INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.NOWEVEB,A WIRD DURATION FACTOR CC-1.60 WAS USED FOR VERIFICATION OF FASTENERS N WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERM TLV.ACCORDION SHUTTER SY9WS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HIS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE MOVE MENTIONED CODE AS PER TYP"L SHUTTER ASSEMBLY 38-44 SHEET 4 AIL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HN ELADE O /0214.01-03.(10715.01-03.11004.01-05.11214.01-05.10317.02-06.10609.01-10 AND/0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1888 S$,FA 2• Ail{ BLADE-OD AMD HV WINDOW BLADE inA AND E-1998 STANDAATS(MISSILE LEVEL.D,WIND ZONES 1.2&3)&11220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. ( ERE APP!t�,ABL} -HV WINDOW BLADE 0 16505.01-08 AS PER ASTM E-1848 AND E-1996(MISSILE LEVEL D.WIND ZONES 1.2,3)BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL.SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2.IN BLADE(,}1 NO HV WINDOW BLADE Qji ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMiYATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS SHEET 8 3.BERTHA KY.ACCORDION PINS(LN SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECRON TO TRACKS SHALL BE 114:275'AND 114x1.75'RESPECTIVELY.410-M MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksl YIELD STRENGTH AND 181 kel TENSILE STRENGTH.PNN S SHALL BE COATED WITH BERA HV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED E,ENTERMATE ALTERNATINNGG DETAILS FIV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PNS MUST BEAR THE HV MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6,CONCRE7EfELOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 W FOR MUNUM SPAN TABLES SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANS!SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DN 50018 WTIH 50 k51 MN.YIELD STRENGTH AND 90 kei MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BULGING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 8.BOLTS TO BE AMU A-307 GALVANIZED STEEL,OR NSI 304 OR 316 SERIES STAINLESS STEEL.WITH 35 k0i MINUUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOl.QWNG SHEETS FOR ANCHOR SPECIFICATIONS.HV BLADE OO . 12.13.14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 Hv BLADE 0&@ WORKING N UNISON: 12. 13&15 END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM SEARS A U.S.PATENT 18'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR iN PART BY U.S.PATENT 15'458.179 ISSUED TO EASTERN METAL SUPPLY.INC. AREA 3• HV WiNDOW BLADE Q ONLY 9.IT SHAD.BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAT./CAULK ALL SHUTTER COMPONENT EDGES WF41CH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WNR THE BUILDING TO PREVENT WINO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 18 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE MACE WITH WARNING NOTE DURING PERIODS OF HURFIC"WARNINGS HOME OWNER, TENANT,OR OTHERS,MOST PROPERLY CLOSE ALL HV AND HO AREA 4' HV WINDOW 13LADE ONLY CENTER RTES AND ENGAGE OR LOCK ARL HV AND HO LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATKIH AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.92 OF FLORIDA BUILDING CODE ONE MEI SHALL BE INSTALLATION DETAILS. METAL.SND WALLS SHEET 2O PLACED FOR EVERT OPENWG.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA FILM.ACCORDKIN SHUTTER SYSTEM'S INSTALLATION SMALL.COMPLY WITH SPECS INDICATED IN TNS DRAWING PLUS ANY BUILDING AND ZONING REGULAT04S PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER is GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFELY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (C)THIS P.E.D.WILL Be CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS STALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EOR)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P-ED.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. L11��11��U� L1 Y� �I (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD TLAT PREPARED IT. RLONA BUILDING CODE(Non High Veldt} Hurricane Zone AAA/I//Iliir.�r 02017 TLTECO.WC 02017 EASTERN METAL SUPPLY.INC. �A. Jt;IEIV$�r':`j9 �,� B�■7!. ■I1■STM lI E C O�Nc. A.S.S.Am KY A�cE#1 W /ORR Sutter hKV. WIN OW stem WIIX r =*i American Shutter Systeme MY.IkNXSI7PPTi0H DATE DROM BY: LC • IMP TICCIT TESTING & ENGINEERING COMPANY Association. Ino. 1 OLD 15-Das 7J27ji LUTE: 07127!17 CIIAAAII'CCC U �",� e33s aw.wn.M.w.30.vatom caDws.ROAw al+ 4268 Westro6ds Drive 2 phwe:(305)871-1530.Fox:(305)871-153+ DRAWING No 1:Llletu0aouom West Polm Beach, FL 33407 3 17-107 WALTERLJ4 E TILLS r.P. P.E. �St6MIL'i't1RE/DATE ROCDA Lk.1 44167 5 SHEET a Of 2d 3•.1•pq�ppx iy © VARIES ELM- L�_4 I;1 BY SOLID $LADENIVERSAL � 0HY9Q'o R4' ITARTER COVERED UNDER US PATENT 54 179 QUALIFIED OR USE W/ USE W/HV E T, 4} tiY87AOE i ALLOY TEUPER QUALIFIED FOR U��""E W HV 6063-T6 ALY ANp TEMPER •SEE L TIONS OF USE OF E®ON SHEE19 ALLOY A 22' t 063^T6 ALtOY Att77bp _ AND TEMPER ♦ 124. a`�-1 A85' •' S � , .9w7i: N 670' 2" _ 2 •4.{38' 92'--- ----------------•- HV ADJ. ADAPTER W/CTP I 7r a QUALIFIED FOR USE W/ HV I tHV W K—OVER TRACK - 6 HV ADJ. FLOOR TRACK BLADE 1D QUALIFIED FOR UJE W/ HV CIHV TRENCH TRACK ss' 6063-T6 ALLOY AND TEMPER BLA E(T) QUALIFIED FOR USE W HV QUALIFIED FOR USE W/HV 6063-T6 ALLOY A}Tb TEMPER BLADE M ONLY. HV RA(NGUARD BLADEAQ 6063-T6 ALLOY AND TEMPER QUALIFIEDBFOR UAIE(1) W/HV 6053-T6 ALLOY A D TEUPER 1' I VARIES 1.936 6063-76 ALLOY Allb TEMPER ax. s i.917_ ,S 'R ox.i u ..i 083' 063' 083' a -._ 093' ' I .100 I 9" $ .12 FT �yI gg�t 0' .0 •o "6I i 870 ♦ 1 - 3.TSI .' a 670 3 520 I T 670 1 11 S HH HV CEILING HEADER }}V {{FADER/SILL D CEILING HEADERISILL 70 7 Q LIFTED FOR USE W/ HV 81X0E{i'`tONIY, Q IED 63RT6SAEtLUY HV 8 PE�L1JONLY QUALIFIED FOR USE W HV BLADErl) 14 SEE SECTIONS FOR VAUDflY. Y MPter SEE SECTIONS FOR VALIDITY, QUALIFIED FOR USE W NV 6063-TG ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER r COMPONENT A B TI 12 EW •' tAK k MK Y IASL t I --2' S'MAX. I/e' t/8' �l 2- S-MAR. 0.192'10.192- SIDS ANSA I �0 CORN R POSTS Ti ALU INUM ANGLES i� 2.5' T MAx• a.tso o.tso Q ALIFIED FOR USE WJ Fiv � i ALIFIED FOR USE W/ IiV BLADE© QUALIFIED FOQUSE WJ HV BLADED 6063-T6 ALLOY AND TEMPER BLADE Ul ONLY. (� I 2- S'MAX.'0.139-'0.131• 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 4!! L017 EASTERN UUAL SUPPLY.INC. T!� .[l��!� 02017 i1tTFt0.INC.i!!C. BERTHA HV. MIL _C0 ASS A E t K� ■ : ■ Accordion Shutter System 1tu BLADE#T w/CR w/o Ttv BunE TILLIT TESTING$ ENGINEERING COMPANY Amerla0n Shutter Systema Lv. DESCRPAOIT DATE CRON 6 Lc AV 4sss a..361A 3t.s�..Sas vJ 4Y4.cArmO.s.iLava.33,6Aeaoatattan. Inc. i OLD 1s-ods 7 27/1 DATE: 07/27/» %p%.—�j--�F—•-���= ph-.:(ws)e21-u3o.F.x:t3os)e7t-tsst 4268 Waslroods Drive : ' ("•t,.' tV�4t _61.,�olooa�7e 9•cam West Poim Beach, FL 33407 3 DRAWING No �•�y/A.............�1111 WAL1Ee A TROT Jr.P.E. 4 17-107 P.E: & , ATr'AE/DATE °Ro"U.1 44167 5 SHEET OF 20 . tow ,' i • .743- ... {5' . _.—.. I * A£FFM ryp9yf:CAW0. if'•.� 9R CAST naA S I 9AM PAWW _ aCPA=MOO zt :.t.x5• a _ FIE©t n PIAno) R USE W/ LADE t &(g ONLY f4JHV s HYD~ 3-T AND TEMPEE IED FOR USE W/ HV 8 & ONLY • Q /� SE Wf HV ®pUAUA RUSE W/ HV 6063-T6 ALLOY EMPER BLADE�J& E 1Q& '�/ ONLY. Q IFI-0 FOR USE W/ HY Re "ONLY 25V O.D. 6063-T6 ALLOY AND IEMPER PLIC HEAD Ta' te- 1 2. u0t#0 E 1 .1 SD •! •1,,, I:360'AFTER RNEnNo .06. 4 ty » _ '" BEFORE RIVETING r 4 >2— 0 R NUT* THBSCREW 1/ " ?. LY L oSERIES 9444 XWMM{xM4-73 A L"LWE PWKE THIN x750 -I� r- x.750• I - j WW RUISEW.PART 1 0920.AS MNWACNRED BY AVOM DAN ' FRONT EILVAIiON :.x P6 *T" - 4.568• �1 LMJ CMW ILYTOW PMSPPOPr.NOW JMEY 07034 OR FOWL 27 LOCKER FOR "Z" LOCK CENTER MATE �Y QUALIFIED FOR USE W/ HV BLADE 1 ONLY I� HY FEtriALE "T" LOCK CEF ERMATE HV "T" LOCK Hy ALTrRNArivE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUAJf D FO�USE W HV QUALIFIED FOR USE W/ HV BLAOEC)ONLY QUALIFIED FOR USE W/ HV BLADEq)ONLY W 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEiitt'' /W SLADE Cl-ONLY. BtADE'i ONLY. 1.91 1 03- D RRIMBTURN .xii- Afi3 A62• .x74'• 6` CYLINC R OR '-7 - WEY CYUNOER R 0.875•W.. 1 .125'Mo.. 31 HD CENTERMATE Wf LOCjNG ROD o QUALIFIED FOR USE W/ HV BLAOE 1 &OX QUALIFIED FOR USE W/ HV BLADE L &Q / 6063-T6 ALLOY AND TEMPER ' MI�N.�"�"`�„ fi063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W ACEIAL i HY NE�$ "i 2a'.-16 I \ t.t 6063-T6 AL EUPER 1Nuua70RN OETA+S {SEE IDa OR DER KEY CYLINDER LOCKING ROD A 1/$t QUALIFIED FOR USE W/ HT DLAOE.. " 375 — r " ,-. 4 HD LOCK KS 6063-T6 ALLOY AND TEMPER > �• y $�—�t) (,`E('JlL BY RECENT HARDWARE M0R115£tOCKS SERIES 2333 NOOK BOLT LOCH. 5 INSTALLATION WILL REQUIRE /16" HCLE THUMBSCREWS QUALIFIED FOR USE W/ HVIILADE�D& CA,' ILLEO AT TRACKS FOR ER EMBEDMENT QUALIFIED FOR HV BLADED FIED FOR USE W BLADE Q) FLORIDA BUILDING COOS flan N h Velocity Hurricane Zone LLEttPpl A • s 4nOgTECO,INC, ®2617 EASTERNMETAL SUPLY,INC. ........... HJT 77 — fAccordion Shutter Sy stem S S As HV. a"$1 W/OR w/0 FIV WHIM HARE *;d' A" AmeHoun Shutter Systems TILLIT TESTING & ENGINEERING COMPANY otst9mcR DATE mtAxtE tm tie ` -d• STATE OF j assn+LM.36U.51.,st..305,VMMI A CARCOEs.ILOPsw ss, AssGotaitan, Inc. t OLD 1$-865 71 GATE: D7 x7/t 7 �.� {303)eTl-Esso.raw:{so5}axE-+s3/ 4268 Westroods Drive x ORAWLNG No • ,C�aRIDA �r t�ti .-nw tanacooaacom West Palm Reach, FL 33407 x Ea-0000719 17-107 ?. ESts/pp•u �G'�EEEEE WALTER A ML9 Jr.P.E. 4 SHEET P.E. SEAL/sI�MA R�`jDATE iLORDA t c.a 44167 0 a 3 OF 20 SHUTTER ASSEMBLY SCHE ULE FOR _ VQ HV (P L&F INCE H 41 4 TO SIADE T P 25- O HV BLADE I 01A .1875, W VANDOW BLADE W25- 625 .0625. HV BLADE IA 411 Y aPEN 11575 HV LONG RECESSED NYLON BUSHING .40*62 HV SHORT RECESSED NYLON BUSHING R17 Sir HV NYLON HAT WASHER 0 OR 0 ? HV WHEEL CARRIAGE AISI 302-303 SERIES r 4 4.870rx3/16*THICK NYLON WHEEL. n44 2 7/8-WK W W4DOW 0-188`0 AISI 302 SERIES S.S. RIVETS - 3tS•4 CLEFA SEPARATION BETWWN .062A .7500" BLADE O623 @ KV 1 3/4!'ACCORDION PIN W1 18 HEAD EXTERIOR & 0 CPENDIOS ON cENtFAs 4 10 7500' @ HV 2 3/4' ACCORDION PIN W1 08 HEAD 1 41 41 -2144,1 RFM p j 94.1CLZO POLYCARBONATE IMPACT RESISTANT HV WINDOW1 r BETWEEN TYPICAL HV WINDOW BLADE RD P-OLYCARBONATE HY WINDOW bETAL LVA (L)OR 0 or �51�IE NOTE FOR JE.E HIS) DOR(13 *EOLYCARBONAIE IMPACT RESISTANT HV WINDOW BAYER MA4ROLON 3103 POLYCARBONATE 12*MN.C EW KE RESINS, UV-STABILIZED GRADE OR SABIC Hy PIN REOUIRFMFNTS AT EXTERWR BLADE KNUCKLE FOR to OL40E DOTI Im INNOVATIVE PLASTIC LEXAN 103 RESIN .0 (SEE NOTE "F'ON SHEET 19). Hy(f)hy(1h (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ KV Q OR L 6 E POLYCARBONATE SOURCES FOR HV (9 BLADE. MCAL SHUTTER ASSEMBLY EXTERIOR APPLCASU DIVICAL PFIDPIERM Mama @ R AT i (2) HV PIN MAY BE USED IN LIEU OF 0 AND ONLY AT HV PIN OEXT (OR 3 Dimes KHUCXLE. - nDtsfets EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 90.324* (9EE NOTE *FOR SFICM CPAWW ASW am CQ-3 M1W 0043*t,4 BLADE WHEN CORRESPONDING TO INSTALLATION "IT". SHEET 7. .04 IDIM V&D 9RD4111 AM ow -.i(XI p." Qx 'tA mni (3) HV PIN @ OR (D W/ 1/2" O.D. 1/16" THICK S.S. WASHER mase.srimatin Isa yan ASMm Dm 3-0.000"1 343Dm 12-140 j,,.1 Ix4P.x.0° "J, 000 SHALL BE USED FOR DIRECT MOUNT INSTAII LATION PER DETAIL X, rLomqui.we AWAM NOMAD see ASM MISS ia ff-w-. 17 ry-M SHEET MEL CARRIAGE DETAIL sum"I'dor wu 02943 41.2 2 "S x to ... #."EMBLY LAYOUT PAC or ounwe imil DM C-t cul" C-I DIAZ Mar 01111011 AIM 01919 104*T wo landam AMa 53 tea"S"w4m NM WEAWL..K A= 9301.1 9840 Itl Tea"SFRM 917041;mlw"a Mw we 11462"J. am P.I. 0) HY BLADE SOLID & Q HV WINDOW BLADE DETAILS N.T.S. I PL FLOW BULD) CODE(Non High Velocity Hurricane Zone: 011017 TILIEM SNC. 02017 FASTERN METAL SUPPLY, INC. BERTHA HVTM z ECOmc. A.S,S.A, Accordion Shutter System KV.BADE#1 W/OR W10 H.Y.WINDOW BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter SystemaEV.III, cfs"Ipm DATE DRKWINI RD LQ 51.MS.VON"WOW.IFIORDA 3316f HM2 - bL RW.360.St. Association, Inc. I OLD 15-M /17 Ph-.:(305)871-153(1.Fat.(305)871-1531 4268 Iffestroods Drive 2 —a:t7t..ftt— West Polm Beach. FL 33407 001-008710 • 17-107 WALTER AL MIT J1.PA. PJ IE/OATE FLORIDA Ue.)44167 3 SHEET OF 20 i *NOTES ON HV LOCKS AND CENTERMATES• • a EO ONE HY LOCK S or rO SHALL BE USED 1AT 0 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 1Y ABWE ORB OW 2 OF SHUiTER SPAN OR SPANS UP 70 105',AND FOR'NSF TIONS TINY L1ElATIDN.I1V LOCK or MAY BE USED AS AN INSIDE OR CtRSKS£LOOK,ATTACHED TO�OR CEFJTERMATES W/(2) T/48-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON =r SHU11Fft ELE�VA-if�O1N. . Qa 4Qa 2 �'E4 r"+. IF DEStREO.FOR BEiIER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO tN ®a V LOCKS dR Y BE USELD AS(I(N iNSID£OR OUTSIDE LOCK.CONNECtIDN OF LOCKS TO CENT(:RltiaTES(' LOCA.SHALL BE AS INDICATEO N OF LOCKS SHALL BE AS DlCATEO)ON iYPlCAA.SHUTTER ELEVATION. i 3. • 2 TS USED LOCKING RODS ARE NOF REQUIRED AT URAIGWE POSITION. BW MAY 4 S 9oa p a 4 °'� USED IF D IRED Tp ENF(ANCE SHUTTER PE MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE t 11 o MAY ALSO BE USED AT STACKING POSITION(NON HURRICANE POSITION). y(� it1i BE I AT CORIIER CENTERMATES FOR ANY SPAN AND Iti5TALtA1WNS AT ANY ELEVpTK'N ILiV�//L09J4 or¢�SHALL BE USED AS AY OUTSIDE OR INSIDE LOCK. ATTTTOOP&TO CORNER BOttoM SFOILT.Bf�USfO.ilOCA7}ON 10F4L.00K 5HAi0-20 x J BE ASGFIAT HEAD INOICATEOON SiYF p�IL Ilf1ETWO�CKRtG RADS .$ H� LfA1tIAlUM SHUTTER SPAN SHALL BE oFERLONED AS PER SCHEDULES SHOWN ON SHEET 12. CJ o 35 S. QHE ALTERNATE HY LOCK MAY 8E 01 CtEU OF HV COCK of FOR XiY SPAN AND e- Y IN51 IATiOFTS AT ANY ELLVA710N.AL HATE LOCK MAY BE USED AS AN N OR OUME LOCK.ATTACHMENT _ OF 1/4-0-20x3/4'S.S.THUMBSCREW I OR t CENTERMATES SHAH.BE MME W/ 1/4'0-20x3/4'ALUM. jt 1 3 Y I 3 s R(VNUT AS SHOWN ON SECTION ME. SHEET 8.ON LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO i t / C cga i C LOCKS AT 1/3 OF SHUTTER SPAN. 8. ONE HV LOCK 0 or 1'S or®SHALL BE E i USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO Be•.AND FOR INSTALLA71ONS AT ANY ELEVATION.HV LOCK 0 or @ or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO Q:or 0 SYMMETRICAL CENTERVATES W/(2) 1/4-20 x 1/2'LONG FLAT HEAD S.S. SEE EN0? M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS®W/8 CONNECTION OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E K i J K L N P a A Y Y ` + SHEETS 10& 16 TW. FULL ++ I *NOIES_QN HV "T" LOCKS AN C. NTERMATf.S: HEIGHT. ` OF CORNER 1 CENTER[dATE ONE ALTERNATE 1(V'T'LOCK MAY BE i LED IN LIEU OF NV LOCKS OR FOR ANY SPAN INC AND m�lw 6�•ria tib STD•�3� iAL1A1t0 AT AHY E1.E7/ATK ALT NATE LDCK Y BE USED AS AN INSIDE OR OU IOC LOCK.ATTACHMENT e�' `•_+ OF LOCK INCIUOES USING REINFORCING LOCK a�AS SHOWN ON SECTION TNG,SHEET 4,WHICH MUST BE 10• rJ a(�. a oa CONNECTED TO CENTERMATES 41S W/ 1/4'0-20 x 1 1/2'LONG S.S.THFADED BOLT W/7/6'0 x 3/32' WUNGNUT OR W/ 1/4'R-20Yi'S.S.M.5.INTO A 1/4'ix 5/6'RIVNUT.LOCK MAY BE INSTATED AT MiDSPAN OR 12' r�S :•71• as S •(73 0- MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING ROOS 0TOP AND BOTTOM IS MANDATORY. D�•�8 a+1 ,@$-08 I7 a C.�°n •@n0•(05-@-® *NONirr/o,',�Fa7� i. tOdt L71 w/He f�FFERLn �R(3 W!0: ONE ALTERNATE HO LOCK(j MAYBE USED IN UEU OF TYPICAL HV BLADNT SHUTTER ELEVATION u"`N,r�E OOR dLRFswR ANY LdcKs"nUETT INSTALLATIONS O LOCKT ANY TO ELEVATION. W/a%e.i a LOCK FIt SUS BE AND INCLUDES RFJNiORCEAIENT I... AS SHOWN ON SECTIONS NDB- AND HOC-HVC,SHEET NL LOCK MAY BE INSMLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MI DSPAN.USE OF LOCKING RODS O is CDMPLEIEI.Y opnwAt- FLORIDA BUon h elocityurricdne one 02017 TY.TECO.INC. Q42017 EASTERN META SUPPLY.M. 1 L1 'vCENSF.,'r9EIRTRA NVTM 7 � a fT,Vrg�-c-. A.S,S A■ Accordion Shutter System y FLY.MAX 1 Yi/CRW/O H V.vANaf71v BADE / i .T�; American Shutter stems % .r�.� TILLIT TESTING & ENGINEERING COMPANY •R DEscov" DATE DRAM sr: La. F e Association, Inc. , OLD 1s-005 7 27 1 DATE: 07/27/17 as 8335 h JFO�K.SSA.SDs,*ARM"Fat:(305) R°RM SSit 4268 Westroads Drive 2 T PAone:(303)871-IS30.FOM:(SOa)a71-1531 .. ... a-eLaoDda7`w�eio."n West Palm Beach. FL 33407 s DRAWING 7 1�7 :/aNA4 E��0,11' WALTER A IKUr Jr.P.E. 4 FLCROA Co.F 44187 S $HEFT P.E. S&jS WAI`URE/DATE a S 0 '�s �` CONCRETE OR CONCRETE BLOCK KPOURED EsEl ANCHORS«+ POURED—� CONCRETE SHEET 13) REWIRED 1 4'0-2Gx3 4'S.S. CONCRETE RECUIRRS I MACHINE SCREWS RV ,_• REQUIRED {SEE CHIMEANCON i W/t/4"-20 CONCRETE ANCHORS l/18 A LYaTaHE(SEE uauIRM O ON SHIFT 1) sHEET 7J) FRITS o 12•D.C. (SEE SCHEDULE ON SHEEr 13) I' t' _-_ 12 G•:\ Nln. 1/4Y-20x3/4'S.S. Nin. 1�.�,/ E4 UACH04E SCREWS ' EO ( I I/r ___ _ USING 1/4-2o NUTS t/2. _ __ t9 O 12"D.C. E. • 1!2'- # .250 Yo:. F�--. _ 3 0R 5 --- 13 °H 0 --'-- I-D.* }—�_--- .250' I 11 D. .254'Ycn (-Yox. E.D.• � f. OPTIQNAL i ilOIUUI I t0 aAss(SEE YN, f_EOUtTION TO ET I iii rEalEuaOEira 1 OR IO i —{'"'—'(SEE SCFEDLRE ON SNEE7 it) E1(i50fl�NSGgm� i MIN.SEPARATION r0 CLASS I r-(SEE SCHEDULE ON SHEET/1) �'—' EXiSONG • 1 i , cuss LL Hra INSTALLATION t HV WALL HEADER INSTALLATION NEARER INSTALLATION + KEYSTONE DISTIFIG �..�- r-------• _ UW.SEPARATION TO GLASS CLASS_ .. t aR 1�.'1O 1 1 t Ex+StWG� (SEE SCHEDULE ON SHEET 11) t 4As Mi i UW.SEPARATION TO CLASS GLASS Tint "+iO mR 9MdE /ro i`(SEE SCHEDULE ON SHEET I1) �CDe EXISTING , f OP110NAL t Com_.`• _ E � I i '��• i I 1/1" E.D.• �i_ � Kox. OPTIONALE. E.o.• I E f i 1 13 °R 1 "_-_'- Ca L#3 I. a 1/401-20x3/4 S.S. �'rx' EO EO-+ PHILLIPS TRUSS HENT 1/4"0-20x3/4"S.S.PFRlLPS I MACHINE SCREWS US= CONCRfl.ANCHORS _,,,_TRUSS HEAD MACNWE SCREW'' RED C --y1-�-- 'CONCRETE ANCHORS 17 t6 1' i 1/4-20 NUTS O t2•D.C. '—�� L-(S£E SCHEOtR.E ON W/1/4--20 NUTS O f2"O.C. / (SEE SCHEWLE ON S EE 13) 1 MIP. POURED CONCRETE—' SHEET 13) J OR CONCRETE BLOCH ORUCONGR BLOCK RETE ANCHORS � WALL REWIRE (SEE SCHEDULE ON O HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED (9) Hv_ WALL SILL INSTALLATION NOIF FOR rOMWATIOK OF SECTIONS: INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTER •E.O. 4 EDGE pVANCE • SEE La ATONS OF USE FON ASSEMBLY (SEE SPECirtCATpNS Ctt SHE 13) BLADE ON SHEET 74 ;'� HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. I�Ex vi t++ R A ! ROROA BUILDING CODE Non Nt n Velocity Hurricane Zone ,�g��'��1GENSF°.d •- 52017 LTECo.INC. 02011 FASIERN METAL SUPPLY.INC �. ? - BERTHA��TM m� Accordion Shutter Sy ste !!L EC�O �ec. A S S AN tvtn #T w/az W/O KV.Arnow elAnE LC TILLIT TESTING & ENGINEERING COMPANY AmeHOan ShuNef Systema N OESW pN DATE oRAali RC Lc. ?, ,c''•. .' $ $ass ILK Yi•.SI,Us.Sas•W 10fM CAPOQ a tiaRol 01010 Asaacta#ton, Inc. I QLD 15.085 Pnoa• :(305)071-1330.rax:(305)071-1531 4268 Westlxwds Drive = DRAWING No %y�dlllAl'L�6.*j41 •-"0 I:Vaooalt'0 0LX West Palm Beoch. Ft. 334007 3 17-1 U7 %.,,,+���A�„••• WALIER A TILLT 41.P.E. 4 FLORIDA i-j 44187 3 SWEET P.E. SEAT./SIGNATURE/DATE 5 6 OF 20 POURED CONCRETE ANCHORS Lot SOPRom CONCRETE (SEE SCHEDULE ON SHEET 13) i 11*ax$(SM i 4R i�0 EXISTING f TT REQUIRED ..i t9°PAO 'gst"EN saw GUISS—j s1 rD¢ y I r—. ..-..-....- EDGE Or ; Oi gar toSEAR L LNy➢R 3 9 APPLICABLE EXISTING aA66�6 to 6Lntt ' GLASS a .t 9 .t rE ' i ALAR t ;• 'r E%ISDNG i i LOCATION GRAS 1 /10X3/41 HEX WASHER HEAD ; 11 oR 13«15 I 3/a IA 4 TEK SCREWS 0 12"O.C. 3j0 ta. CONCRETE ANCHORSOF $ + D . 7 (SEE SCHEWIE ON SHEET 13) Eal A Eq ' + APPLICABLE E%ISTNC ; t t I EDGE Or ' EDGE OF i III•• SLAB IF RET CIA55-- APPLICABLE 1 e tf2" t' EDGE � APPLICABLE , ••'----G O. ttt STl/R6110I1 .O. .O. APPLICABLE FIATHEAD CONCRETE ANCHORS 10 atAl7 DDE 'PWRED �~ POURED "'i SOID"IN 1 R&9CSRO O POURED __.... REONCI D. REAR 0 (SEE SCHEDULE ON SHEET 14) LNsartt aR 7. 1`oR �gl coNGREre SE HEAD EON SHEET 11 TRENCH INSTALLATION aAOLSLDa ' REQLIXR£O E.D. f.0.4 (13 HV FLOOR INSTALLATION t (DHV WALK-OYER INSTALLATION B PR (oR tm TO+70, -Rs PW tis.8. ER INS DESIGN PRESSURE RATWG&FOR SPANS PER HV CEILING INSTALLATION SCHEME 13,SHEET IT I i EXISTM _. CONCRETE ANCHORSS""1 (SEE SCHEDULE —Ou MPUT tt y . (Sa t4Hrou� —� - SHEET 15) t/a-0 IIW 6ILDEXt TAPGOrI N ) EXISTNG OH sagT n EXISTING—I�.smu4ncwt t0 RAt7 1 t GLASS--- �.- rtaetxar a18 POW% I 41 GLASS J FASIUM TAPPER+ARCHERS W/ GLASS �_ (sQ eOanAX a gar t0 1 a t t i ^':tom 50 f 7/4•Hua D-O SFr O b'OC.TGR LP 10 6t-dSAN ND Or-FOR SPARS LARCER THIN -1/4" (IRP)(SOC HOLE 1 ON T"Oar ' , 2`3 °R 15 E 110WAS3 4NHEX E049RETt1 f0ltWTEK SCREWSCONT.SCW.AHr3 _ a 12•D.G. ,!14X3/4" HEX HEAD -1- i I}/8'TEK SCREWS O 9'O.C. /14X3/4'5.0.5. tf4a-20A/4'SS YS OR 1/416-20 S.S.M.S. CONCRETE ANCHORS _ _ 6 •O [ 3 _ __ i' 1/4 •,Ism ija•4-20 Ht1X5 O 9'Q G "'N (SEE SCHEDULE ON Sr��i _..__ ..f HUT O 9'O.C. SHEET 14) t MoX. • 'J. O tf'O.c EDGE OF "QaT 18 ,/1• T y-. l `^17 18MR SIRMPAV, � ; ,1..2.D0MtN �- u(OCCORAXNE SLAB IF \ \\-/14X3/4'F.N.SD.S. MHT E.D. i t 7f8' t 7f8' APtK.tCABLE` '.._._.�, t O 91 O.C. _ PamKO coxCREIE E.D. (SEE SCEULEOANCHORS SEE NOTE 13(b) `SEE NOTE/3(b) RSO PCUFED CQNCRETE (SEE SCHEDULE ON ON SHEET 1POURED CONCRETE ON SHEET i !� --£.D. A(� R CO CRETE BLOCK SHEET 14) i -•y' •• .. OR CONCRETE BLOCK OPTIONAL— POURED -... ._ REOURLED Q KFMIR MO NTIN'.INSTALLATION CONCRETE 7-iV WAIL. FIAOR INSTALLATION OL H-y WALL wA K—OVER INSTALLATION 1J4"�D•1p XN '-54,72 Imf REQUIRED 6AWLIM T1UM 5Pµe'-C �J fiY RAINGt1AR INSTALLATION t NMI Nair FOR COu +* OF SECTION c; a t THIS INSTALLATION SHALL BE E.D.d EDGE DISTANCE REMOVABLE WHEN PERFORMED SEE ARONS OF USE FOR' I-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) AO.uCE'NT TO AN OPERABLE EXIT OR EInRAHGE TRADE 0 SHEET 19 ASSEMBLY INSTALLATION DETAILS W/ O HV BLADE 2-MOUN101C SECTIONS CAN BE COMBINER "---'----^'-+ R4 ANY WAY TO SUIT NSY INSTAtLAT10N. - ytjl A171, RORIDA BUILDING CODE Non High Velocity Hurricane XOne 4y • 01°17 TATECO,INC. 02017EASTERN METAL SUPPLY,INC. BERTHA HVTU 1!L!E C Q A.S.S■A■ H.v Accordion Shutter System — MAX SI W OR W/o H.v,ttNODW ELAM TIUIT TESTING & ENGtNEERING COMPANY AmeHcan ShuHer SyaLeEns i 9I;-RION CAPE OPP"en LC. 12—k •; AAA 6355 H.W.m0..St-Su,50%VftWA GW.00a.nw"3014 Asaccioilon. Inc. 1 OLD 1S-085 727 1 wTn 07/2 17 _. ..,--- +T► P.-:(305)871-1530.F":(305)871_137t 4268 Westmads Drive 1 '.faNAL EN'F'tLyflt a-nRTatit�o COn' West Palm Beach, FL 33407 PIS DRAWING 1No "i6AAAAAAt tr WALICR ti TILUT Jr.P.E. .S1 7-S 07 P.E. SEAL/SIGNATURE/DATE 1t0RDA Uc-t 44167 SHEET OF 20 .. 1 i SEE END WALL 10 t INSTALLATIONS W/ HV m &nNOTEON W LOCING R W S ET LacKsp.,� �` Mtl ALTERLNIE FIy LOCK®OM SHEET S. t�L1T 9 (� /—EXISTING CUSS **WME SLACK MAX Kyr IS VALID FOR ALL. BLADE N ER TES «N UMIES APPLICATION M DUDE© SEE END WALL CONNECTION 10,6a0.@Oe.o. t EXISTtW CLASS DETAILS ON SHEETS 10 0-0 1j4{-_-------7`----------L------------------------- — t 6 ,12` 7. 2'eza/61o'-2 I 8 + 8 a 9• 3 oA 1 5 (aD6a-T6 ALLOT)Aiuu. OPPOSING ° SYMMETRY AL JINGLE W�(2)t 1.0 TAPCON 1/2• OR O-@ 4o CONCRETE 1 +� CENTERMAT 1 (ToPjB01TtKA)ay ' 1loca+-S.M.S.0 12- I CE TER ATE MIN. CLAS iiON HNitle1/2' Op TO TL BE �C FVLL LENCKT. C ° W/ HV LOCK or 25` To CLASS (SEE SCNE(RILE AT EOGH AKGtE(ttP)I 1 t t W 3 ON SKEET 11) ' t � 1 t fl 1 2 ®°�4.7r0"L/' "'pQ �� `�� `� ' O `✓ �' �! NVB QU! (T Y�✓ 1D•Q«�®•�J3a©.�� HVA C«©+ 7o«Qn1D.�« ,-POUREG CONCRETE GR EXISTING CLASS tONCRElE BLOCK WALL `�'�°A©'O• I J ----� so•@FJ°A 0+9aI •®a. —.._—_— f REOU ED — •t�8 1�j•�s�Q8 +��—� SYMMETRICAL— —�. �� — t '�7Q d «�{6� �� Nkl.SEPARATION �i� EXITING � rGtAss 8 ���.�„�. �EXIsnN CENTER TES 6 `®.58 D.6.@0e®•@7 OA ' cuss ILE 5 i — 'GLASS b 1 N r OPTIONAL (��, ,rte t5£E SliSCPEm 11) — — — — -- —— * T ANTERIOR �8 •®�®'�°`l'.'J''V ON SHEET i 1) MIN. BE�ARATION ^' -`\ © To Buss =IN '�.p�� ,� - 3 "`�' (SEE SCHEDULE I �- _-- ON SHEET 11) (INTERIOR) 7 ------- l y oLI i _ CONCRETE L. t 16*O.C. 1' ES --- -�^ * C� •+ Q Of6 1/2-MAX.SLACK VLl1 �`- (EXTERIOR) HVE HVL'** HVD -J "I L'• FLOROA BUILDING COME Non Rgh Velocity Burricone lone' 11 •� •' �'� 02017 MTECO,INC. (02017 EASTERN METAL SLIP PLYr INC. 11 X1 :. 'L\GENS is /7iL BERTHA HVIU i ECO ..E:. A.S.S�A� Accordion Shutter System KV RAX#1 W/OR W/O N,v.r�N00W� �J tILLIT TESTING & ENGINEERING COMPANY AETtE2TlCaR Shu#sr SysteFEt6 K oE5cRvlws oAtt awtai Rr L.C. Q Assoclatlon, lno. 1 OLD is-05a 221 DATE: .07/27/17 �.•'`., ;. V 1a 0555 ew.3eke.SI,t2,,las,VOW"WDIM 1LORCA 331 4- -` ft.-:taas)571-1530.rax:(ae5)e71-1531 4288 Westroods Drive 2 DRAWING NO 0111 . wz tatec000ax• West Palm reach, FL 33407 3 /BNA F�� E6-DDo6T19 17-107 ++' a A IAIAi•ff� WALTER A TILUT J.P.F. P.£.'SEALfSIGNATURE/DATE rLDROA L'e./1.'67 1 SHEET T OF 20 -POURED CONCRETE POURED CONCRETEOURED CONCRETE POURED CONCRETE OR OR CONCRETE _ __ OR CONCRETE /�pOR CONCRETE —..__ CONCRETE BLOCK WALL BLOCK WALL REOUIRED _ BLOCK WALL REQUIRED RED REQUIRED EXISTING CLASS t .—EXISTING GLASS / CONCRETE ANCHOR EXISTING GLASS ' —T-— _7 2•MRL EXISTING GLASS a le O.C. .2-MIT. 1-- MIN,GL 9(SEE -T- < �I. 1•- Z- -� MN EEPARXIM �,. EPARATION EO EQ o•�Z „5°FOUR fi18111E m TO OAS5(SEE •� TO SEE SOEDLEE ON SHEET 1//6-x37 MAX. ON SHEET 19'FOR `�� SCHUXL eLON SHEETw TT FOR BADE 1DNO (6003-T6)CONT. BIACES(DkQat yaa 191yR 1/2- 1 GAOEm .ON 94U 19 FOR ALUM.CLOSER s ON SHEET S9 FOR FAR�saE t RXEs1D&Q PATE, (LOCATE 1/2•. 1 �&@ T-1 stmes 1D&a EM VV Al Eff11ER SIDE 111N ` 7 r/2'LGN. QFQ) I i 4 USE I.OR 2•MAX. ! /10.1/2•S.Ms. ! ( -----..,�' APPLWABL.E),a•xt/B•.Q'-2' /To:Tf2•SM.S - ars•oc. t --_ UINUM CLIP ANGLE O 16'O.C. I '�� 4 ( fLT-T6 ALLOY)AT NIDNEKXFf J ( 1/4'0 TAPCONSSANCHORS TO (�. SEE DETAIL X F Ail AT V O.C.(LOCATE AT l:l I SIDE CONNECTION io� ( ER SKIS OF Q)) OR & k SEE DETAIL X FOR �OR �� TO TRACKS �w •i�7 w© SEE DETAIL X F 4 SIDE CONNECTION r "V w w 6• 7 0 1 •�w TO TRACKS w w 6 7 a B •®w w SIDE CONNECiKkI �p1©`Q°1 8 ,F0�•®w •�w�.�,„©•®°" TO TRACKS IO+��wQ�'®01©•�.7w (©�•�•Y/w©•�O`/�L'��w L:.A•O•Y.%�(©��1^�•�'^�'�w ®•I�w{"�'�.�ew®• Pt (Y�J LLA`•�w�•�'-�•{.I°• �•®w�•�•�{.•i/w O`��°.�•®w •®w®�� B•�p®•®wO•©w END CONNECTION DETAIL ) END CONNECTION DETAIL Q2 �3 END CONNECTION DETAIL @ r— 4 REQUIRED ONLY FOR SPANS GREA7ER THAN 12'-0• POURED CONCRETE OR -^-EXISTING.GASS CONCRETE BLOCK WALL— t EXISTING REQUIRED WL SEPARATION #10.1/2-S.M. To cue(SDE a 16-Q.C. ux SEYARATXW p z�'—___— -' ____-- 9.MESCHEOLNUE ON gQA�ND CONCRETE • 1/2•MIN. TO Gat=m SCTIFDI2E ON __.. __ ___ ---------- I ®OR$ OR OR ON SHEET 19 FOR ANCHOR 9 it FOR BLADE NO —_ - OOR OR(qOR(D. CONCRETE BLAOES(D&Q/, 12.O.C. N SHEET 19 Qk 4 _ � a li c E'__ 1 2 Mui. i � � 4 t- EO 2•NW, 2'MIN. ♦SEE ATIONS 1 acme N 5HE£T 19 OR�zareJL1 5 1 flR �' PLAN OR (w �w©• 7.8k6o DETAIL L POURED CONCRETE OR �wQ'�°i®'^,;y'�°' IOpQ�wIQ• •�w I TION REQUIREED BLOCK WALL wQ�j.�„©•pew _©•(b.0- ®w 1 HV BLADE OR HV WINDOW BLADE INTO �.�w�•�.®.®w CONCRETE OR CONCRETE BLOCK WALL FAD CONNECTION DETAIL 5Q Q•0w®•@-o 0w r ® � ®w�•�w�� fIORIDA BUILDING CODE Non NI h Velocity NUrrlcIDne Ione ,4LL� ...... : 02017 MTEM WC. 02017(ASTERN METAL SUPPLY,INC. ••VNZ vj••••.T� w Rte' `y'�BERTHA H�TM / ,T/' /� Q " A Accordion Shutter System � 4 E V (t!C. ■ i ■ i KV.a.AOE X11 W/CR W/O KV.VNNDON BLADE • '�•t'(��""'�"F" 7 Q TFLUT TESTING & ENGINEERING COMPANY American Shutter Sfllern'J am"'w" GATE ORAwN sr Cc. d ••. �� 6355 KW,36v.6L.S4.303,MRC."CRIMM nORML 331 AesOetatro d Inc. I OLD 15-065 7/27 1 GATE: 0)/27/17 Pnw..:(305)x71-15w..Fa.:(305)671-1331 4268 W6stro0ds Drive 2 Q\4FLt1" ,-mex en.we.oLwm West Potm 8e00h. FL 33407 F DRAWING No .,,'01VAL IEV 'I WALTER A TMw 006719x.P.E. 4 17-107 ^sus/AItN•` FLORIDA Lk.f 44167 S P.E. SEA4/SIGNATt1RE/DATE 6 SHEto 20 MAXIMUM SHUTTER SP- SCHEDULE fil L+'OR "L-' MAXIMUM SHUTTER SPAN* 'L+" IMUM SHUTTER SPAN*"L+" 9, �npH c• ND (It.. FOR INSTALLATIONS W/ OR -L-- (ft.) FOR R "L--' (ft.) INSTALLATIONS INSTALLATIONS W/ W CONCRETE & yI�O {t)L+:MAXIUUM IMADWABLE SPAN FOR A GIVEN W/ONE H.V. LOCK or ®or�or CENTEqur7'� At Wf ONE HV LOCKS MANSORY _M t""O:MAX,AS.O DESIGN PRESSURE RATING L-:MAALLOWABLE SPAN FOR A GIVEN NEGATIVE HD LOCK a W/ NO LOCKING RODS or ONE HV LOCK or or® OR W/ NO LOCKING WALL A 8,C. 0, E. M. N.0, P. 0, A.S.D. DESIGN PRESSURE RATING. W NO-IOCKI G RO S CENTERMko 2819.) 29 W/ONE / SEE NOTES L ti) DS MOUNTING F. K & L R. S, &V. H©ll-LOCK 30 W/TWO LOQNG ( (VALID FOR MOUNTWG(ID (2)PROCEDURE TOOETERLONE MAXIMUM SPAN FOR RODS 35 TOP d0 BOTTOM EE SHEET 7) FLOOR/CEIUNG B. H, i, it, J T. U,W& X WALL MouNRNGS(taP/BOTTOM)OR FLOOR/CEILING- RODS CONCRETE&WOOD CONCRETE MOUNTING COH INSTALLATIONS V , INMLATIMS tqv m INSTALLATIONS & M GIVEN A POSITIVE AAD.DESIGN PRESSURE RATING, AM 004A L WALL MOUNTING Ft.NR/cOUNG A � p GIVDETE A N GAXIUUNSPAN SIG FROM SCHEDULE. tLOt1 t10�t���IattNO � GIVEN A NEGATIVE A.S.O. DESIGN PRESSURE RA7LNG, NtING I6.t.ry f10aR/11(11& MOtltmtxt &-i1.T OR DETERMINE MAXIMUMSPAN 'L'FROM SCHEDULE. _ FLOOR Ali MOUNTNOt 4 t- L+ t- l-4 i+ P t- OMAwMUSltunERSPAN'L+'OR'LFORINST=TONS INTO WOOD SMALL DE LIMITEDTO F17JA2 MAXIMUu AUOMAI3LE SPAN iS£O17AL TO TtiE 18'-0' 18•_0• /8-0' 16-0 30 16-0 8- 30116'-0' 16'-0' 105 pst.ASD.DESIGN PRESSt7R£RAi1NG. !!lfitMl7M DETERMINED SPAR BEfNEEN L+'ANO 1 5 14'-Icr 14'-IO` 35- 1S'-2' 16'-10"1J'-f0" 15-10' T4'-2" 15'-2' 40 1J'-10' IJ'-10' 40 74'-2' I5"-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR -3" 45 73'-1` 13'-1' 45 13"-4' 14'-3' t HV CORNER CENTERMATE/J MAY 13E USED`AL AL1. W/FL COMBINATIONS IN IWNT1 WALL MOUNTINGS --49-- t3-1 1 - - WJ FLOOR/CEILING MOUNTINGS: 72'-3• 13"-1' SMALL BE INSUWATED LOCKING SPECIFICATIONS 50 12'-5" 12'-5" !2'-8' iJ'-7" 50 12'-5' 12'-5- SHALL BE AS INDICATED ON MANDATORY CONDITION!112 FOR A GNEN POSIISE A.S.O.DESIGN PRESSURE 55 11'-10' it'-10" 12•-1' 12'-111' 55 11'-t0• 11'-!0' 55 11'-1' tt'^111' NOTE/5.SHEET 5. 60 70'-2' to. RATING: 60 Fi'-4- N'-4' 11'-7" 12'-4" 60 11'-4' 11•-4' 9'-S 10_l. DETERMINE: !65110'-14' 10'-f 0' I1'-11' 65 1D'-ID• 10'-10' _ L1+- MAX. 5PAN FM WALL MOUNTING INSTALLATIONS. t0'-6' 10'-6" 10'-9" 11•-5" 70 _10•-6" Iw-6• 70 a-9 8-4' Lt+-MAX. SPAN FOR FLOOR/CEAING MOUNTING td-i' tIY-117S f0'-t• I0"-!' 73 - 8'-9- t"tEXCEPT THAT MNOMUSL SHUTE INSTALt.ATIDNS. - 9'-110' 110'-0' t0•-9' $O -TO' 9'-t0SPAN'L+'OR 1-"NA MAXIMUM AS.O.CESING FOR A OWN N£GAIK ASD.DESIGN PRESSURE 9'-b" 9'-6" 9''9` 10'-5' $5 9-89-bPRESSURE BATING FOR INSTALLATIONS INTO CONCRETE RATING: OR CONCRETE BLOCK SHALL BE UNITED AS FOtU)Y&* DETERMINE: 9`^3' W-3' V-S' 10'-I' 90 W-3' 9'-3' 1- CONNECTIONS TO KEYSTONE MOUNTING L1 MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 W-0' 8'-9` W-2' W-,O• 95 9'-0' W-9" LIMITED TO +64,-72 p.s.L AND 8'-0' SPAN, SEE L2 MAX.SPAN FOR FLOOR/CENNG MOUNTING W-7- 100 8'-9 8'-4' MOUNTING MQON SHEET 7. INSTALLATION 100 6'-9' S. 105 8'-7' 7--11` b''9• 9'-4' 105 a'-7' 7'-li' FINAL MWIAUM ALLO"LE SPAN IS EQUAL TO THE 110 8'-4' 7'-7- 8'-T 9'-2' 110 a•-4- 7'-3- 1 SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 111+, 112+7. 11 AND 't:-- 115 8"-2' T-3" S'-1" @'-11' I15 W-2' T-S 120 8'-0' 6'-I1- W-2` W-9" 120 @'-0• 6'-i1' AL W TO ARAN A SCHEME WITH FINAL MAXitiUM 125 Y-10- 6•-8' 8'-O' B'-S 125 7'-t0' W-8" PRESSURE SPAN AND NEGATIVE A.S.O.DESIGN PRESSURE RATING TO DETERMINE RWRIMUM ANCHOR 130 T-8• '6'-5' 7-10' a'-1" 130 T-8' 6'-g'- WiND ZONE MINIMUM SPACING_ r-r W-2' V-9` 7•-9• 135 r-7- 6'-2" ASTM E-1996 SEPARATION 140 T-s' 5'-11- 7-T T-8' 140 7'-S S'-1,• TO GLASS 145 --77--3- 5-9' 7,-5' 7'-3' 145 7'-3' W-9• t50 T�2" s'-T Y-4` 7'-0" 150 155 -T-o" 5'-5' ]'^z' 6'-9• 155 7'-0" V-5-- 1 THRU 3 )" 160 W-i1' 5`-2- T-1" 6,-7" 160 6' -2' 165 6'-TO' S'-1" 165 _-,170 6'-9" 4--11' W-19- 6'-2- 170 6'-9• 4'-It' BLADE. 175 6'-7` 4'-9• 6'-9" 8'-0' 175 6'"7 4•-9- H V 180 6'-8' 4'-8" 6'-8' S'-70' 180 6'-6' V-8' 185 6'-5' 4'-6" 6'^7" 185 8'-5' 4'-6' 1_90 W-4' 4*-S• 6''-6' S'-6" 190 6'-4• 4'-5" 195 W-3" 4'-3' 6'-5' S'-5' 195 6' 200 6"-2' 4'_2• 6'-4' S'-3` 200 6'-2" 4'_2 ,ice f' FLOR��RILING CODE Ron (tigh VeiOC'tt Hurricane Zone, 205 5"-1' 4'-1' 6'-3' S'-1` 205 W-1• " .11. • 320,7 TIUECO,INC. ®2417 FASIERN METAL SUPPLY,INC. ENS, 'r9 AH�- _ �(. E C Q �N�• A■S■SwA■ Accordion Shutter System ?* KV.MAW#1 W/OR W/0 H.Y.V#NDON MADE TtkliT TESTING Lz ENGINEERING COMPANY AmeriGon ShuHer Systems wa ouE DRAWN se Mt41v. 0. '•; 4igC��� AssoGlallon, Inc. 7 OLD 15-M 7/27/1 ate 07/27/17 1 5335 W.x 36th.St„St.765,LIR M 4ARLNS,nOM 331 4268 We@UOad3 OF, : Ph— (30578711-1530.rat:(3os)en-153, DRAWING 141 "-mot 1i7444Q-1— West oolm Beach, FL 33407 3 �-1067 OIVALF6,,+ te-0006n9 4 WALIER A 100 Jr.A.E. ROMA Lk.j 44167 3 SHEET P.E. SE%1l/SSG13ArfURE/DATE 4 i :.FA R.17,727!T .l.r r r::3.^►..r•,.t m...► ,il,. 11 +,: Rr.,,171,910-M ai r 7• r rcr,r n.:1 � �. .. ... ., r'rc�r�:;..�n�,�-ai'-.,�i"Ir��m, >... .L ;.....• . . . �• ., .. -c .�. 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I�II '� ' iiiiliiW�t�:f+W?i. 'i♦1,.. ���� 1 l ' 1`1 1 . ►^ rt'/�'�'/j� ,rte• ..� � J � I+. t �_•�i�(bi(afliWYiif[ii(�i� I MAXIMUM ANCHOR" M ftnj H It FOR A GPIEN MAX SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIRE EATS:POURED CONCRETE QR QN RETE 8L K SUBSTR�S K&D,I)MM BEGME PRESSURE ANn A MISIVIVOW, TYPE EM 0011COM OR CONCRETE BLOCK LWAIADM (SEE UEOLMMM r%t H ON SHEETS 0&7) 1.ANCHORS TO SUBSTRATE SMALL BE AS FCLLOVM POURED,Cacwr/ftumw BLOCK POURED OONOEIL (A) TO EXISTING POURED CONCRETE:(Wn,ib.J bl) MkolAw (g)WALL SILL MOUNTING ©CEILING MOUNTING (q)FLOOR MOUNTING - 1/46 TAPCON OR TAPCON Wall ADVANCED MRSA'DFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BURDEN.(MTD.Ie.3 w SPA} ANCHORS S_PALUNO LEGEND - Ij4b x 3/4•ALL POINTS SOUO-SET ANCHORS,AS DLSERIBUTED DY ALL POINTS SCREW.DOLT&S£CMTY COMPANY. (Ifim re.3 L91) (D) M MW NEUM 1111SAW RANO M kSO,bISW NUAINE PRISM RUM TAPCON� - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.RO.(MDL Fc•2 k3i) 30 40 60 ?S 90 120 160 205 30 40 W 7S 90 120 160 205 30 40 60 75 90 120 160 20.9 TAPCON WON ADVANCED t/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.RMC-.AND O5ITTEUIED BY AL POINTS SCREW.DOLT&SPECW.TY 14 2 i 9 a 8 8 a ti 12 t 9 8 i4 tT 10 v a 6 iHREAOFORM TECHNOLOGY CalAPANY OR ANY OTHER APPROVED LICENSED OR AUTi0R1IED A&b100N REGISTERED YARN TALE AMFIRCM4 SNUFIER SYSTEMS A5SOCIATIOY,INC. 3•-0' 14 12 10 9 a a a a 14 12 to 9 a 8 0 a I4 12 10 9 a a 6 a TERN.YC 3 kai) OR LESS T4 /2 10 9 8 8 6 6 14 12 t0 9 a a 6 5 14 12 10 9 6 s 8 S ALL POINTS SOUR-$Ef BLUE TAP W/CAP NOTES: 14 12 10 9 a 5 8 7 14 12 10 9 a 8 0 6 14 12 10 9 a 10. 6 0 TAPPER+ At)"NOR IS 1 GEM INTO POURED CONCRETE A TAPCON HO OR TAPCON Wiflf ADVANCED iHRFA1pRM TECHNOLOGY ANCHORS ANO TATTER+ 14 12 tole 6 ] S5 3S 14 12 10 9 8 6 0 6 14 t2 t0 8 d p 6 3 ANCtRORS{S 13/4',AND FOR BLUE TAP W/CM AHdi0R5 IS 1 1/2'. 4'-0' t4 12 10 9 a 8 6 8 14 12 10 9 4 a s 6 14 12 10 0 a a s S.5 14 12 10 9 6 8 6 4 14 12 10 9 8 8 0 4.5 14 12 t0 9 8 6 4 3.3 A2))AtMORUM EMBEDMENT OF 1/410 x 3/4•ALL POINTS SOUR-SET ANCHORS SHALL BE 7/8'INTO THE POUAEO CONCRETE NO EMBEDMENT 14 12 20 9 6 5 6 4s ti 12 t0 9 8 6 a 55 /4 11 l0 9 8 8 e 43 4 OF ASE roA INTO STUCCO SHALL BE PERMITTIM 1/4'0-20 S.S MACHNE SCREW USED SMALL BE 1 1/2"TORO l@N94TI4 SHOULD STUCCO 14 12 10 9 1.5 &S 3.5 - 14 12 10 9 8 8 6 5 14 12 10 9 a 7 3,3 4 IMAX 11 Axfi A DOST.AND I•M"U UN FOR WALLS WIM NO STUCCO. $.^6. 14 12 10 9 a 8 6 6 14 12 10 9 a 8 8 S5 14 12 10 9 8 8 6 4S SEE 14 12 t0 9 8 7 4 - 14 12 10 9 6 ISS S 38 14 12 IO a 63 5 3.5 3 A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE I"ON THE EXISTING WALL OR ELOO9, H 12 to p 7.5 4-5 - t4 12 10 9 a 8 6 45 14 t2 10 9 8 6 45 S ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIM STRUCTURE BEHIND SAID WALL FUa M ANCHORAGE SHALL BE AS WCFED ON 14 12 93 731&5 4.5 - -114112 10 9 8 7.5 SAS 4 14 12 10 9 0 0 4.5 3.5 NOTES A7) &A2)ABOVE FOR INSTALLATIONS ON VINtt SIDING OR EIS WITH OR WIIHOIUF MOIL STUDS CONSULT TMS ENGINEER fall 6'-O" 14 12 10 9 8 0 6 - 14 12 10 9 8 8 6 S 14 12 10 9 a 83 s 35 9NSTALIATION IMO ETF'S YAM METAL STUDS SEE SHEET 20. 14 t2 10 9 T.5 56 3 - 14 12 10 5.5 7 53 4 3 14 12 0 a.6 5.6 4 3 - 1♦ t2 o 9 0 8 - - 14 12 10 9 0 83 3 75 14 12 10 8.5 B 5 4 - (B) TO COSTING CONCRETE BLOCK:(ASTM C-90) t4 t2 8 OS SAS 3 - - 14 12 10 9 8 5.5 43 33 14 12 10 8 T S 33 3 - 1/49 TAPCON OR TAPCON WITH ADVANCED THRFADFORLI TECHNOLOGY AtKRWR5.AS MANUFACTMOITY I.T.W.BUILOEI. 14 12 10 9 a a - - 14 12 10 9 a 7 S 4 14 12 10 9 73 83 4 J - 1/4b x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&STECWLY COMPANY. 7'-0' 14 12 10 8 a.5 4 - - 14 12 9 7.5 6 43 35 - 14 105 7' S5 43 34 - - - I/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,DO. 14 12 10 53 7 4 - - 14 f2 10 9 78 SS 4 - 14 12 9 7 73 43 - - - 1/4"a TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.W0,AND DISTRIBUTED By ALL POINTS SCREW.BUT&SPECIALTY 14 11 7 5S 4.5 - - 14 12 10 0 73 3.S 4 - 14 12 9 7 6 4. 7 COMPANY OR ANY 0T4RER APPROVED LICENSED OR AUTHORIZED YONOIM2 REGISTERED NIM THE AIERFA4$UTTER SYSTEMS ASSOCIATION.a B'-O- I4 12 10 9 8 ISS - - 14 12 10 9 6 0 4 - 14 12 t0 a 65 5 33 - NOTES ti 12 8.3 7 as 3 - - 14 12 8 8.513.5 4 3 - 23 9.5 6 S 4 3 - - DI) MINMN.R EMBEOUENT INTO CONCRETE BLOCK OF TAPCON.BLUE TM W/CAP ANCHORS AND TARfR+ANCHORS tS t 1/4'AND TAPCON 14 12 9.5 73 6 - - - 14112 83 6 63 3 - - 14 12 8 6 0.S 4 - WITH ADVANCED THRIACFORM TECHNOLOGY ANCHORS IS i•. 13 9.5 6.315 35 - - 14 12 t0 a 83 S - 14 12 6 6.5 5 4 14 12 10 9 a - - - 14 12 10 9 7.3 4.b - - 14 12 03 7 3.3 4 - - 02)14MMUN EMBEDMENT OF I/ro i 3/4"AL.POINTS SOLID-SET ANCHORS SMALL BE ENTIRELY WEDDED INTO ME CONCRETE BLOCK,NO 9'-O" 14 1t3 7.S 6 4 - - - 14 11 7 5.5 S 35 - - it a 53 45 33 - - - EMBEONERT WTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SMALL EE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 12 8 6.5 4.5 - - - 14 12 QS 7 5.5 4 - - 14 103 7 55 0 4.5 - - DOSE.AND 1'MINIMUM FOR WALLS VAIN NO STUCCO. 1.5 05 53 + - 14 12 9 T 5 46 - - 14 11 7 SS 4.5 3.5 10•»O. 14 12 10 8 7.8 - - - 14 12 10 a 65 5 - - 14 12 8 6 5 4 - - 9.3)IN CASE THAT PRECAST SEOHE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER W FOUND ON THE EXISTING WALL OR FLOOR, 14 10.5 7 5 35 - - - 13 9.3 O.a S 4 7 - - t0 7.3 5 4 3 - - - ANCHORS SMALL BE LONG ENOUGH IO REICH THE MAIN STRUCTURE BEHIND SAO WALL FINISHES.ANCHORAGE SHALL DE AS LNOFATED ON 14 It 7.5 S3 - - - - 14, 13 9 8 5 4 - - 12.5.9.51 5 S 4 4 - - NOTES NSTAL8.2)N OW E1f5 METAL STUDS SSIDOIG HEET 2OR ENS WITH OR IYRHOUT MEL&STUDS CONSULT TMS ENGINEER 0.6 6 S - 14 12 6 6.3 3.5 4 - 13 10 0.5 S 4 JINTO f 7•-O' 14 S2 t0 - - - 14 12 9 1 6 4.5 - - t4 105 7 5.3 43 33 - - C ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMIAENOATIONS AND SPECIFICATIONS O THE ANCHOR'S MANUFACTURER. 23 9.5 5 - 12 9 5 4.5 4 3 9 7 43 3.5 3 () 14 f0 7 - - - - - 14 103 7 SAS 45 - - 1.5 48 SS 4.5 75 - - 0.5 7 4.3 - - 14 11.6 7.S 6 3 - - 12 9 a 4.5 4 SEE SCNfO1R,E DELCAY FOR ECCE DISTANCE(E.D.)VFASLIS 5PAOH0 RElAlUONSMP FOR ANCHORS. 12'-0' 14 I2 10 - - - - 14 12 8 6.5 S5 - - - 13 10 6.5 5 4 - - EDGE DISTANCE VERSUS SP G SCHEDULE FOR AXCHORSi 1.5 83 43 - - _ _ _ It 8 33 4 Is - - - 8 6 4 3 _ _ _ MMWM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES IN"TEO BELOW.FOR E.0.LESS THAN DE•NOICAIEO.REDUCE ANCHOR SPACING 133 93 6 - - - - IS 9.5 .a S 4 - - - 03 ll 3 4 - - - BY HULtIPLY1NG SPACING SHOWN ON SCHEDULE 8Y THE FOLLOWING FACTORS 9 6.5 - - 14 TO,$ 7 SAS 4.5 - - - it 00 S3 43 33 » REDUCED SPACING OOTANEQ USING FACTOR SHALL NOT BE LESS THAtt M9810UM SPAOtRG 7Nt4CATE0 FTM TACH ANCHOR TYPE. t4 52 - - - - - - i4 i.b 7.S 0 S - - - I2 9 6 43 4 - - FUI,�� 13'-0' 0.5 e - - - - - - 10 7.6 s 4 3 - - - 7s Sa 4 3 - - - ACTUAL TAff'CQN WHIN ABVANCm TAPPER + 2.5 85 - - - - - - 129 a S.s 4 - - - 93 1 5 4 - - - - EDGE TAPCOt4 1HRFADFOIRIA TECHNOLOGY POINT SOLID SET DLUE TM R/CAP 8 0 - - - - - - 1S 9.5 63 3 - - - - 03 7.5 S 4 - - OCI'ANCE MIN.SPACWO id•-O" 14 12 _ _ - _[14103 7 5.3 - - - it 63 53 i3 _ - _ E.D. MIN.SPACING+.S' MIR,$PACING 3SPACONO s 3 1/2' MRN.SFAAMie..J' 3 J/4'10 16 _ _ - _ _ _ ) 4.5 &5 - - - - 7 3 33 3 _ _ _ POURED C ERE& PN1WD CLM M Dao=RDOt RED CO & PO7A[D &TOM CNC RETE CEN IDLE BOCK 6 - - - - - d 5.543 - - - - 0 as 43 - - - - V CONCRETQ� K LIE ED•31/2'WE ED•2 I/Y CONCEQ 81.L�KtdOCiC WE E0.3 t/Y MR E0.2 I/2'- - - - 9 8 - - - - - 9.S 7 43 - - - -O' 0.84 s _ _ _ as s3 - - - - as s a - - _ _ 8A9E W; RQ YK♦,TALO • • os/ 1.(1 1.0 a.7e T.o 0.6710 - - 9 5 - - 8.5 0 4 - TI1 �1�T�V1, 20.71- as - - - - 9 6.5 43O.9T - - _16,-0• 14 _ _ _ _ _ _ 9.5 6 _ _ - - t4 7.5 5 _ _ _ _ 1 1 Z0.35 0.43 6 4 8 4.5 7 - 0.35 93 - - - 7 5 - - - - a a ' - .t- -> FLORDA BUILDING CGDE on-High elocity urricone Zone 411it All A. JJI.�%., 02017 T4.1rCO,THC. 02017 EASTERN METAL SUPPLY,INC. '•. = iM ` 4° E,y A. TAA■ Accordion Shutter System a. ITL1�CO N�. Y H.Y. ETIME p1 W/OR W/0 N.V.WM0W BLADE a American Shutter Syelems TILUT TESTING do ENGINEERING COMPANY EY. OESCOVICH DATE CRAM In' L0. 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Am s w S�A� Accordion Shutter System Kv € SLAKE V w/cE:w/o KV ruwav BADE TILLIT TESTING A ENGINEERING COMPANY AM�riCan ShuHK Systame F oEsnenl ME ORAMN 9n L IM 't4 ,,' am nr.:ae.W U.M WEsa.M GAPOOM rwRaA 311E Aseadatfan, UTO.. oto 15495 /21 T OAM 07/27/17not Pnw:(!05)6 71-Isco.Pa.:Caatk7l-fssl 4288 We6Croads Drive ORANANG N0 S1 •�. •—mol:Mat"Oom 0. West Palm [teach. Ft. 33407 (1(NAI. .•• ta-0006719 WALTER A TRAIT Jr.P.E. 17-1O7 P.E. SEAL/SlGNA1!)RE/DATE n0w0A uc.l 45167 SHEE OF 0