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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of') SCIS Home ! Log In i User Registration Hot Topics Submit Surcharge Stats&Facts 'Publications FBC Staff BCIS Site Map ! Links Search . Fio�ica Product Approval p USER:Public User Product Approval Menu>product or Application Search>Application Us t>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved File copy Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetaI.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 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. � Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC..INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106• 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 t https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 1/8/2018 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 SHUTTER 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 R9 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 8'-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+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 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 ACCORDION SHUTTER 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, 11 and 20 Createa 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-(Non-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 SHUTTER 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 EVALUATION REPORT.PDF Created by Independent Third Party:Yes Bads Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility S at m nt::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 are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtD_gvYYHH2vJvx5... 1/8/2018 ft r 1 QENERAL OTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THUS PRODUCT EVALUATION DOCUMENTtP.E.O.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (50,EDITION)OF THE FLORIDA BUILDING CODE,THIS ACCORDION SHUTTER SYSTEM SHILL NOT BE INSTALLED AT HIGH VELOCH HURRICANE ZONES. �y DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ADOVE MENTIONED CODE.FOR A RAM WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE QF CQN t TC-F,1 CiyT�i BE INSTALLED WTH A DIRECTIONALITY FACTOR Kd+0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM'(AS.D.)DESIGN PRESSURE RATINGS INDICATED Y ON SHEETS 11 THRU 15, 19& 20. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTOMATE DESIGN WAND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.O.DESIGN NAND LOADS AREA �; }{y A G �� BY MULTIPLYING THEM BY 0.0 IN ORDER TO COMPARE THESE W/MAX.(AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19& 20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O..AS TESTED.WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS NDS USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,HOWEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS W WOOD. 8EITIM N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WINO AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL.WINDOW BLADE&WINDUN DETAIL -LSV BLADC 0 10214.01-03. 10715.01-03. )/1004.01-05,11214.01-05.10317.02-06,e0609.01-10 AND 10270.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS ANO ASTM E-1886 AREA HV R ATNF(D AND I(+<T MNUQW 81A (� AND E-1996 STANDARDS(MISSILE LEVEL 0, 'MND ZONES 1,2&3)& (1220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. (��RF app I Ali Ct -HV WINDOW BLADE 0 10505.01-03 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,NAND 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 2.TSV BLADE( AND HV"DOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS A-F.COHCRETEf8LOC1C SHEET 6 INSTALLATION DETAILS O-M,CC8CRt1Ej8LOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(1N SCREWS), USED AT BLADES KNUCKLE AND FOR OHRECT MOUNT CONNECTION TO TRACKS SHALT.BE 114x275"AND 114x1.75'RESPECTIVELY. 410-Hr MINIMUM SERIES CENTERRATE DETAILS NV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kit YIELD STRENGTH AND 180 kit TENSILE STRENGTH. PINS SHALL BE CCMEO WITH BERTHA HV QACROSHIELO COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETALS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS FAUST BEAR THE HV MARKING ON W13R HEAD. 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 kit AND 35.7 kat FOR END CONNECTION DETAILS 1-8.CONCRE7E/8LOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5. ALL SCREWS To BE W/FLORIDASTEEL 3NG OR 316 AIS! 241 C47 CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kaN MIN.YIELD STRENGTH AND 40 ksi MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY w/TORIBUILDING CODE SECTION 247 x.3.3.4_ ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 5.BOLTS TO 8E A57M A-307 GALVANIZED STEEL.OR ASt 304 OR 356 SERIES STAINLESS STEEL WITH 35 Net MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- W000 SHEET T5 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:NY BLADE Q: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 W BLADE Q&0 WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 8.THIS BERTHA H.V.ACCORSHUTTER SYSTEM BEARS A U.S.PATENT 18'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PMT BY U.S.PATENT 15'458,179 ISSUED TO EASTERN ENO CONNECTION OtTAIS 7-12& X.WOOD SHEET i8 DION METAL SUPPLY,INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACIOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANC40RAGE.CONTRACTOR TO SEAL/CAM AREA-1- W wINDM /LADE ON Y ALL SHUTTER COMPONENT EDGES WHICH REMAIN.TOM FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT IOND/RAJN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 - t0. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT.OR OTHERS, MPST PROPERLY CLOSE ALL FIV AND HD AREA �; wINW N AQ ' CEMERMATES AND ENGAGE OR LOCK ALL INV AND NO LOCKS., w +OF(D�,� 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BU&DING CODE.ONE LABEL SHALL BE' INSTALLATION DETAILS, METAL STLA WALLS / SHEET 20 PLACED.FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BVILOING CODE. 12. DERTHA H.V.ACCORDION SHITTER,SYSTEWS INSTALLATION SHALL COMPLY WITH SPECS tNOICAIEO IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIOEO BY THE JURISDICTION WHERE v PERMIT IS APPLIED 10. 13.(o) THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SITE SPECIFIC PROJECT;I... WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)COMPACTOR TO BE RESPONSIBtE•FOR THE SELECTION.PURC14ASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.U.,PROVIDED HE/SHE DOES NOT DEVLAIC FROM THIS DRAWING SHALL ONLY BE USED TO TINE CONCITIONS DETAILED ON JHIS DOCUMENT.CONSTRUCTION SAFEFY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. , (s) THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS: OBTAIN PERMITS IN THE STATE OF FLORIDA {4)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL DE �- 1 ESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LA1I£R THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a)ORIGINAL P.E.O.SHALL BEAN T14E DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGTNE£R OF RECORD THAT PREPARED IT. AAArAAAAA""% FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane ZoneIt Iq ' TILLA .C..,, 412017 I'LIECO,WC. 02017 EASTERN METAL SUPPLY, INC. `YAW+�Q '��CNIrNSlO ������ A B i } l -�--��_ A.S.S>LAw Accordion Shutter System 11LiECOiNc. Y *: i{v eLnnE,yT w/OR w/o IM WiNDOW RADE }"�,j/t� ; American ShuNer Systems L,,R OESLLUt1tON DATE ORANr BY to STATE U TILEIT TESTING . ENGINEERING COMPANY Associoiton, Inc. , r,�AV 83}}V.W.Sats.A.,}1..705.KROAN CNi6gNS,RIXNM 3316 OLD 15-085 T/2T 1 OAitE: O7/27Ji7 � Pham 1(305)871-1530.Fo::(30})671-a53t 426$ Westroods Drive : •'�• ,�"1NAAA 4_m ED140006719- DRAWING No West Palm Beach, FL 33407 3 QNALti T'' WALTER A.TILUT P.E. 4 17 -107 P.ESi AYURE/DATE TLOROA L'x.1 44167 s SHEET . Of 28 �ti ro+l SRipQ•f uua[(a-. 'ES r^ 1 j 1 7' /� i 4.990' t HV SOLID GLADE? 05 QUAUnEr/�$0' STARTER �� UNIVERSAL FLOATER m COVERED UNDER US PATENT-# 5458179 "� QUALIFIED�,OR USE W/ .r.�- QUALIFIED FOR USE Wj NV SIAOE(st (� KV BLADE T .� HY ANDOWV GLADE 6005-TS ALLOY AND TEMPER QUAI.IFIED-FOR UJE W HV 6063-T6 ALLOY AND TEMPER SEE LIMITATIONS OF USE Of GLADE 0 ON SHEET 19 BLAD6063-T6 ALLOY ARD TEMPER 37• ;-'t 6063-T6 ALLOY AND TEMPER 3.22V 1.500, .tri^ gl_I r D85• I ° 1.156, 2&70 1�41 670•x , ,226'„_,•j<' .991- 72 812 1 2. ' n ~ i?!HY &J. ADAPTER W/LIP I a i.i36' ,• .12• R q r• s.a 2' 6• DO" QUALIFIED FOR USE W%HV , sx6= BLADE t �1iV WALK—OYER TRACK 06 HY ADJ.�J,Q9R TRACK Q QUALIFIED FOR U$E W/HV 9�IHV TRENCH TRACK 6063-T6 ALLOY AND TEMPER BLADE(11 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY. � HV RAINGUARD BLADE( 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/ IN 6063-T6 ALLOY AHO TEMPER ARIES ��� -� ,,� ADE Mn=, 1 VARIES 1.936'-M 6063-T6 ALLOY A TEMPER •� tslr 8 - =y 3 _j063- 083' _,0�• -093` r „, p11� T! ^•i .t00'- '� I —.—.� Y $I .12• � �. i NI /ni p^ • N �7 .80' Gl ---'.IZ�• rn , .670 • 8701 11668-6� 2 A' 870 11 I j ..� +T.520- 174, 7. HV CEILING HEADER ,- HD CEILING HEADER/51LL UL�ICUFIEO FOR USE W/ HV BLADE I'ONLY, 4UA•-IFIED t OLADFL7IONLY SEE SECTIONS FOR VAIJDITTYY''”" 6063-T6 ALTO AND TEMPER 4UALIFIEO FOR USE W/ HV OLADEn �HD ALL H 6063-T6 ALLOY AND VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W HV ' 6063 T6 ALLOY AND TEMPER BLADE ONLY. �S.— T 6063-T6 ALLOY AND TEMPER i , COMPONENT A 8 Ti T2, El im t' 1' 062' �I.:!- S•MAX.: 1/8' 1/BJ . 3 I Y 5'MAX. 0.192• 0.192- % t6 FIIDE ANGLES �0 GOR p ADFlEo FOR USE W/ !iv ALUMINUM ANGLES i� zs' 7 MAX,;0.190' ,0.190- _SER POSTS I ! ALI 0 FOR USE W/ HV s BLADEJ) QUALIFIED FO�USE W/ HV -----i -- — • BLADE C' 6063-T6 ALLOY AND TEMPER • 6063-876 ALLOY EA ONLY. YAND TEMPER 1 2• 5•MAXI 0.139-10.131' 6063-T6 ALLOY AND TEMPER ������• FLORIDA BUILDING CODE Non H;h Velocity Hurricone Z ne' ,43t r�� 0201 7 RLTECO,INC. 02017 TAVERN METH,SUPPLY, INC. /TTTA.S.S.A. R yAccordion Shutter System � ttv. BLADE gT w/oR w/o H.v vewow BtAnE 1 ( TRLiT TESTING & ENGINEERING COMPANY AmerIcan Shutter Systems • S (3ry. / Y EY.R O[SCRIPRd OA1C DRAl1N 8Y: L.O. I��•Q�, . 63S}KM 161+ St,St..305,VACMa"RMS.RORAA 331e A15$O�!{3t1�n1 Inc. 1- DLD 1'J-08507/27�17- 0�t Pb--:005167/-1530.rex:tsosT67t-tut 4268 1Yestro0ds Drive 2 DRAWING No •,, pgjDq�,. {4 t+ .-mos:10t+e60od.<om West Polm Beach, Ft. 33407 a L^�.p/�••. ...- rt�111ti YIALICR AOTTfLU1Ti Jr.P.L. i —.----_ 17-107 P.E.--A , hVitl}�E/DATE fLOROA Lk. ills) —' SH 2 T OF 20- I� .T 7 4.680` 1.378' 1 t i 1'-20a/!` t/4'-}0 -pE CAST 0 1 .745•—•- .0 1 '�; S.S.Y.3ro 7i1RElMO ' 8!"�O�PANITOE _T - I • t I ;,,1 (2 TIM.) o' -_._7 R+w0E0 rero05t••c Owat .062' nI th GRks R" I .oi r:. 3 A - ar' i I n; i 21 =� -• .318 91 , i •.1'k'Ra. • LOIRASS k afklSC ER f". cnarotR Cl BY CE TERMATE °s. 7 t' ! PtATEO) t«rta E�utr9) QUALIFIED FOR USE W/ HV BLAOEO& tX ONLY • "� - LOOK ( HV DIGRESS LOCK 6063-76 ALLOY AND TEMPS OUA IED FOR USE Wj HV BLADE i & ONLY �. ;.6717 QUALIFIED fOR kSE W/ HV QUALIFIED OR USE W V 6063-T6 ALLOY AND TEaAFER i BLADE Cl)& 4g ONLY. BLADE & 0 /. tF 0- AUFIEO FOR USE W/ W BLADE I I ONLY 250"Ox. } 4' 6063-T6 ALLOY AND TEMPER TO 2�' PLASTICPLASTICS HEAD 4045' M0iSCREW ? HUMBS_vC./R€RW i:380'A FTER R1N8E' LIN G i/4" BEFORE RNETWGA —20 RIVNUT* SERIES 9411 AINaNUY(2021^73 ALLOY)URGE FLIUCE TNn SHEET NUISERI,PAY!10820.AS MWAXAC}URCO BY AVM P(AH rROtY!flLYAT10N V HV. MALE "T" LOCK CENTgRMATE f.5fr8• a k8�•- CHERRV TE%TORN.PMSIPPERY,REvaR31 , SEY 07074 OR EOWL- LOCKER FOR "T" LOCK CENT MATE QUALIFIED FOR USE Wj HY BLADE i ONLY2( HY FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK NV ALj RNATNE LOCK 6063-16 AllOY ANO TEMPER QUALIFIED FOB USE QUALIFIED FOR USE IV/ HV QUALIFIED FOR USE W/ FIV BLAOf.G1ONlY QUALiftED6063-6FOR 5 ALLOY AND ItNPEk�ONLY Vr/HV BLADE'.i ONLY. BLADE�ONLY. 6063-•T6 AllOY AND TEMPER 3.161 21{ I g° .063 .06z i� lcs2r ,,� I _.� � xLv cnnx6ER L.' -1.2 S4s 0.875•w'. .4 • !l0 i 125 Ma.. 9 HE) CENTERM G_ROD• �"� OUALIFI FOR USE W/ LADEA-L.&- A. QUALIFIED FOR USE W/ HV BLADE 1,& A I ! /// 063-tb ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER US ;.I yMtES,12•MIN. - GUALIFIEO F r2fE W j tI F. i,S it e- 063-16 - 1J4.4-20 S.S.OR sj8'r-ta t. 6 T6 ALLOY ND TEMPS '�ACETAI D0u0SCRflvS. I, &tfY - THUMBTURN (sf3:CEfAAS (]O `- CYLINDER tt5' H. OR CYLINDER� R OCKING ROD -i 375. e 1/4.0 I �HD LOCK QUALIFIED FOR USE W/ HV BLADE^-i""l •�'E E� " _ BY RECENT HARDWARE MORTISE LOCKS SERCS 2333 HOOK BCU LOCX. 6063-T6_ALLOY_AND�-TEMPER ' NV .�$...�—i B ACETAL Q 3)IIdSTAU.ATION MALL REQUIRE A 7/16" HOLE THUMB- CS RM R) c'+��S-�THIffiS 3m OUALIREO FOR USE Wj HV BUDE.,j,k CA D ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR HY BLADE©i QUALlFIE I FOR USE W/HV BLADE FLORIDA BUII!?!NG CODE{Non High Velocity Hurricane Zone 1)1j11��^TS►�• ►I�f'" 02011 TRTECO,LNC. tD 2017 EASTERN METAL SUPPLY,WC. ' CEN '#�A1�.�_ A■S S` A Accordion Shutter System T E , • a ■ H v. a;wE#1 W/OR W/0 RV.W DDW BLADE American Shutter Systema EY.N OESCRIPE TAX ORAMTi * Tfl.L1T TESTING & ENGINEERING COMPANY 36th.St,Sh.305•`MGwN WAOENS,ROFOA 3Pa Asaoaioiton. Ina. 1 OLD 15-08S 7/27 M, OJ 27jiT •� +� Phm (505)871..1530.F..:(305)87/-1531 4268 Wastroods Drive 2 - + .^mot:SRa.Ofa".rom DRAWING No •< '•.• ORIDA: 4A ,+ west Poim Reach, FC 33407 s ••,�lr "•`•" lE+ YJALTER A TKVI19t.Y.E. _ 2. /V�4 tµL _ _ 17-107 P.E.•J j�. tUIYAi DATE ROR�OA lk./f4167 6 ._.._-. _ _ SHEET ...-- 3 OF 20 i I .r t SHUTTER ASSEMBLY SCHEDULE FOR HV Q HV A 3/80, I 12 M02. L 4 t •� �r� f;p, i ? TO SLOE T .0625- 0 HV BLADE 1 -L-`j TA' .1#75' - ----•-�— - - HV BLADE 1A j BY x}K WOE0626' fffim}uc:x .0625 .0625' BLADE's — • HV LONG RECESSED NYLON BUSHIN HV G >< ° » KNUCKLE •0625" yI � ,.., (Trp) 0.06 ' HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER Q OR ® TS fr N ) I TLAT 8 Y A}.� ,�- WHEEL CARRIAGE AISI 302-303 SERIES ; r µ4 /. 7so "ril i : � i � / 0.870'X3/16'THICK NYLON WHEEL �1s2.p % 3 3 n T- NI 2 7/a u N.' Hv N NOOW 0.188"0 AISI 302 SERIES S.S. RIVETSJ1y'b SEPARATION �3• I SEIMEN ( .0625' 0425' 1 3.)500- HV 1 3/4" ACCOR61ON PIN W/ a8 HEAD * EXTERIOR 1j}i,1���j [ i OPE s oWDE cr'nc 6:�' 7 . HV 2 3/4" ACCORDION PIN W/ #8 HEAD * a l 47�" 0 � j z 1/1-1 '1 CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW W ENI TYPICAL HV UM BIL.ADDE , AND j }Lj 11 ;P01z MBONATE HV wiNDOW DETAIL C'J^ (AOR 0r 4 or (SE NOE FO 1 pEEQUIpEMTENTSg ` i (D OR Q� �c POLYCA+180NATE fMPAGT RESISTANT HV WINDOW I BAYER MNKROLON 3103 POLYCARBONATE * ?I L, -v_t' I I 12•Mel,Cl CE RESINS, UV-STABILIZED GRADE OR SABIC 4 TO BLADE eo v INNOVATIVE PLASTIC LEXAN 103 RESIN Iiy Mm— (�OR (9 ! ` (SEE NOTE -F-ON SHEET T9)_ (1) HV PIN SHALL ALWAYS' BE USED AT ALL EXTERIORAir j 1 i' BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(DOR 3� ' i POLYCARBONATE SOURC(S FOR 4 : ) EXTERIOR HV @ BLADE. TYPICAL SHUTTER ASSEMBLY Rfi$ © rmm I'PoFOrns ORONO (2) HV PIN'(9 MAY BE USED IN LIEU OF (9 AND ONLY AT HV PIN®OE ERIOATR fpa Ct BLAOE'S KAUCKI.E. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV( #0.324•-. (� (SEE NOTE ° FOR Straw Own Mw w42 no.3 mr; a.o.s w1M BLADE WHEN CORRESPONDING TO INSTALLATION "ll". SHEET 7. o4a=- 4 O �7J ' REQUIREMENTS) Aral �TM o q,�o. 9.600...•1 nP.'' rlaa^f 3MIKIM A!Y.(ID /9Y Ono 12.50-1 1.1AW >.1. (3) HV PIN (DOR ®W/ 1/2" O.O. 1/,16" THICK S.S. WASHER O )' nmamLwoaus sw.10. 3.0.000P..r. 34". *1 SHALL BE USED FOR DIRECT MOUNT INSTAL i ATION PER DETAIL X, 'e> ) 9Pscr SHEET ® I NOTOMIC a o Aslu Ono 14 n-.6� 17 rr-wn" MEL CARRIAGE DETAIL =memo 028MMMSAM, Sim °11'r( STU 01643 4 7x 44.6 x uAx �BLY LAYOUT Roo or SAIR1.0 Asnf 0x63 C-1 aAs c_r cuss $of 19WIV. ASN 01924 104C'f 940'1 NCdttI9>rlir.:' AIN a 5 I1N%X SrxKM mo.rRmut A,u 636 9302 t4% 46.0 a..r. + ;71) HV BLADE SOLID & fA HY WINDOW BLADE DETAILS to`vu Stn D"a"t"Alwitm AVU 530 1 "°'°`` I am N.T.S. 1j111 p7ArAiuiii k T11 �'S FLORIDA BUILD)NG CODE(Nor) Hi h Velocity Hurricane Zone L.� 02017 WEAN METAL SUPPLY,INC. -THA HVIM ' �`_•'�,�C�NS' ✓�? 02017 TIL,ECO.INC. !L ECO 1wc. „�t.,�'■A, Accordion Shutter System KV. T3ADE#1 W/OR W/O ILY.WINDOW BLADE' American Shutter S atema TILUT TESTING be ENGINEERING COMPANY Y •N atseswnoe OAT[ oRAwN er: Le. w �+ Association, 111x. 1 00 1s-061 7 27) a,E: 07 z7 17 p ''• :'tb C� 6MS N.v..MM SL,SI..306.Vac9Aa CANoon,nOR"33.6 I / / Pho„.(303)87,-1630.F94:(303)871-1536 4268 Westroods Drive 2 S F?1r141 .-mo[7Qco 9+.«R West Palm Beach, FL 33407 3 DRAWING No s/4HA� WALICA a.PLUT 3,.P.E. a 17-107 FLOROA Lrc.144167 5 SHEET P.F. SEAL/SIGNATURE/DATF 6 < OF 20 I I . C�•�« iryy}q *NOTES ON HV LOCKS AND CENT,RMATES: • 0 c c « u N 3 t v a le. 1 AyAWMORY CONDRION Its ONE NY LOCK or fl SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BF,(�gW J.(2 qF SNUnER PAN fl SPANS UP TO}05 Ak6 FOR INSTAL TK)NST ANY ECEVATK)N..HV LOCKBE USED AS AN tNS10E OR OUTSIDE LOCK,ATT/4CNED'TO I¢,�OR CEfifERLNTES W/(2} //4.0-20 x 1/2"LONG FLAT HEAD 5.5. M.S. LOCATION OT LOCK SNN.L 8E AS INOICA7E0 ON (��} TYPKXAL SHUT7E(R2 ELEVATION. �qVa 2. ;IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO ANI i LOCKS I�j OR AMY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECDON Of LOCKS 10 CENTERMASES }f OR SNAIL BE AS INDICATED ON NOTE(1)ABOVE. LOCA N OF LOCKS SHALL BE AS INDICA)0 ON TYPICAL SNUFFER ELEVATION. -- 1 3- �� �4 000 . �SIs limm LOCKING 8006 ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 5 'EJ-. o+tG E USED IF D RED TO ENWW E SHUTTER P£ MANCE. LOCKING RODS rOR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 1 c 4. • ONE HV LOCK BE USED AT CORMR CENIERMATES FOR ANY SPAN ANO INSTALLATIDNS AT ANY ELEVATION. HV L or HALL BE USED AS AH OUTSIDE OR INSIDE LOCK. ( ATTACHED TO CORNER CEMERMAIE W/(2) Ij4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS tt ! AT TOP& BOTTOM SHALL BE USED. LOCATION dF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �g Hoc-m I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEOLAES SHOWN ON SHEET 12. sb� i 5.jig •ONEAL7ERNA7E HV LOCK MAY BE SEINUEUOFNVLOCK or FOR ANY SPAN AND L� ' INS) LATKXNS AT ANY ELEVATION. ALTERNATE COCK MAY BE USED ASAI NSI OR OUTSIDE LOCK. ATTACHMENT p 1 N 1 ' x OF 1/4'0-20x3/4"S.S.THUMBSCREW TO @ OR CENTERMATES SHALL BE MAZE W/ 1/4`0-2013/4'ALUM. E g - t is RNNU`AS SHOWN ON SECTION HVE. SHEET 8,ONE LOCK SIML BE USED AT 1/2 OF SHUTTER SPAN OR TWO C" LOCKS AT 1/3 OF SHUTTER SPAN, MANDATORYY Qr}1i08[ON /3 FDR KEVSTORE MOUNBN(L([ A'DONS, ONE HV LOCK 0 or 0'or 0 St lA BE USED AT 1/2 OF S1it/17ER SPAN FOR tN1'SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP i J TO 88•1 AND FOR INSTALLATIONS AT ANY ELEVATION,HV LOCK @ oror 0 MAY BE USED AS AN INSIDE OR ! OUTSIDE LOCK.ATTACHED TO Q. or @ SYMMETRICAL CENTERMATES W1(2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. SEE END t M.S. ti'y,�LOCATION LOCK SH COME AS INDICATED ON MANDATORY.TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS �W/ CONNECTION DETAILS ON 0 t t N t ',�t o ■ Y w x 1 SHEETS 10& ' E MP FULL { 11 1, ' of CORNER *NOTES ON MY "T" LOCKS AND CENTERMATES. ^--- --- --'— urutnto.rmx---•—_.-- CENTERMATE ---�-- 1.SECOND ALTERNATE 10 maugm CONDITION Ir aq M AND ONE ALTERNATE HV'T'LOCK MAY BE Ri5TT LE0 IN LIEU OF W LOCKS OR FOR ANY SPAN-AND ax •t�lw , I N•LAi AT ANY ELEVATKXN. A1.7 ATE LOCK 18x0 Y BE USED AS AN INSIDE OUTSIDE LOCK.ATTACHMENT •:•� Of VDCH INCLUDES USING REINfORCING LOCKE 6,AS SHOWN ON SECTION M.SHEET 9,WHICH MUST BE 10• CS oa 0 D•co ll�::a CONNECIED M CENTERMATES 0 AND @ Wj 1/4'0-20 x 1 1/2"LONG S.S. THREADED BOLT W/7/8'0 x 3/32' �� WINGNUT OR Wj 1/4'0-201sT'S.S.M.S. INTO A 1/4'0%'5/8"RNNUT. OCK MAY BE INSTALLED AT.MIDSPAN OR 12" ..../ �/1 •�a i 7,r oa MAXIMUM ABOVE AND BELOW MIOSPAH, USE OF TWO LOCKING RODS TOP AND 6010M IS MANDATORY. 07 FBItAT1 �1"ONE ALTERNATE HD LOCK(D MAYBE USED IN LIEU Or TYPICAL. J) NV BLADE SHUTTER ELEVATION HY LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE RD LOCK 6 MAY BE USED AS AN INSIDE OR O(TTSI LOCK.ATTACHMENT OF HD LOCK E14:70 0 IS W/3 j8 x 3/8" F.N. S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT'AS SHOWN ON SECTIONS NOB- AND HDC•1NC,SHEET %LOCK MAY BE INSTALLED AT • MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN,USE OF U)MI TG RODS ig IS OWLETELY OPTIONAL. • rJtAAA'AA��"'.` FLORIDA BUILDING CODE on 'h elocit urricone ona I y11 / 0201)%TECO,INC. X2017 EASTERN METAL SUPPLY. INC. ...... T r�. ;,NG ENS,, ." ✓9 Ti< ------ A H 77" TT—"�'~""' A +� Accordion Shutter System E C O Etic� ■ ■ ■ H.V.BLAIX X11 WlOR W/Q fm+�(nawyaAX American Shutter Systeme t%N Dt a1PnG1 oMt aRAAt+en L.c. TILLIT•TESTING k ENGINEERING COMPANY pp Qf, '+:��� WkCCYO CAP"&"CA 331! Association, Inc. C OLD 15-015 7/2)Y DAiP 07j27j17 �pq."-'.•/:..girrl�4 Pnoo.:(303'871-1330.Fo.:(301)071-1531 4288 We9lroods Drive a DRAWING No _" "'.•,,��All[ a-m to-0006719 G� WEst calm Beach, FL 33407 3 7 —/ Ar/OPjj�L tiN6G.G1 WALTER A'ILUT Jr.P.E. E " —�Q` ej1 rLCRWA Lk.A+4157 s SHEE- P.E. SEAL751CNAlURE/DATE s 5 OF 20 II I r--CONCRETEANCHORSPOURED CONCRETE POURED (SEE SCHEOULE ON gEWOiEO OR REQUIRED IE BLOCK t•1/4'0-20X3/4'S.S. CONGPPOURED CONCRETE- SHEET 13) CONCRETE ANCHORS I MACHINE_SCREWS CTE REQUW£D ` _ REWOL€O _ 20 CONCRETE ANCHORS - T J 18 A FL�Y6TCNr(scr Ma0AIH0 Qi)off SHEET 7) - ._SHEET 113)INCE ON NUTS /0 12,O .C. (SEE SCHEDULE ON SHEET 13) 1' 1• 12 oq i 4 MO 1/4•a-20X3/4'&S. �jE� m 1 � L DEO £O MACHINE SC EWS �___: USING 1/4•-20 NUTS 1 ---.250'Mox. --- 13 i5 --- _—..13@250' 250'Moi. E.D.• 1 OPTIONAL r I i i 1 1`-' pT'O" TO am M SPXR<11o/ /� L SUHWULE 04 2,M ♦ MIN.SEPARATION TO GLASS �1J 1 I MR 970E A`O 1 OR W EXISTINo EVS ; IN s+ar l 1 I GLASS �E SCtEOUIE ON SHEET 1/) GTA55•--x �♦ MIN.SCHEDULE SEPARATION TO CLASHEET I ! '-(SEE SCHEDULE ON SHEET 21) y EXISTING � 1 1 CLASS_ ;,,C)HV WALL HEAQER INSTALLATION U 1iV WALL HEADER INSTALLATION bV WALL- HEADER INSTAL( TA ION + KE STONE -- --r— EXISTING L_- '—"--"'--- 1 - _ MW.SEPARATION TO GLASS GULSS-+ yy♦ (SEC SCHEDULE ON SHEET I1)' -'�1� To cuss(� 1 1 lj„)OR I�✓ MW.SEPARATION TO GLASS t 1 1 EXISTING GLASSJ (SEE SCHEDULE ON SHEET I1)- ClASS sO4DUE L:i `1plF9t2�t4IDAN RL(U• 1 NNIQ�h 8TFOR C70STINC OPTIONAL q,ASg.._, £.0. i N I I T i 1/4' 1/4•M.X. ��__-_ 1 ' �OPTIONAL -'� -� X11 I t E.O.• 13 OR ($ C 0. I I I 1 • I 1 1 I 1/2 i t n• ",__ (-fo EO-1{_-_ _ 12 ] 1__!_ I20x3 4'S.S. M"''~EO EO-+ F AUPS SS HEAD 1/4_0 20X3/4-S.S.PIBLLIPS �� I MACHINE SCREWS USING ._--.�_ ANCROAS ._TRUSS HEAD tAACHINE SCREWS -. -• COKCREI S 17 1$ 1'- 1/4'-20 NUTS O 12-O.0 -'�'�•. 1-(SEE SCHEDULE ON W/ 1/4'-20 14UTS O 12.OC, OULE ON SHELT t3) M'n' OR CPOUREONCRETERBLOCK OR SHEET 13) R CON CONCRETE _ •_ - WWEO OR BLOCK -_.---.. i$,QHCAETE ANCHORS REL3 WALL REWIRED Bi HV WALL Silt INSTALLATION / (SEE SCHEOULE ON OF HV WALL SILL INSTALLATION • POURED CONCRETE_j SHEET 14) OR CONCRETE BLOCK WALL REQUIRED U HV WALL SILL INSTALLATION =.J 7FOR' QF,$ECRQYS: INSTALLATION DETAILS 1N1 FOR TYPICAL SHUTTER • E.0.+•EOCE DISTANCE ♦ SEE LIIAI At ONS OF USE FOR (.,TCTtONS CAN BE COMBINED (SEE SPECHICVIONS ON SHEET 13) BLADE 1A ON SHEET 19 `IJ T T Y BLADE UR ANY INSTAL.ATKNL FLORIDA BUILDING CODE Non Fkgh Velocity Hurricone Zone Zt "• E ✓ '1 02017 TILTCCO.M. 02017[ASTERN METAL SUPPLY, INC. aaa �y'., f y BE RTHA HV T" 4 A S Accordion Shutter System /111L ECO .... • ■ a Kv aAnE#1 w(at w/o KV.NT1,Df7N aALE Q i� TICCIT TESTING & ENGINEERING COMPANY % American Shutter Systems a.R 9rscmrrXl lulr MwN BY: L.G. ,(.•., CO P ;'44kA ll 6353 N.W.36tH SI,Su.303.%V;Q*U WDDS,FLORA 3316 AssOOTOiTOnt Inc. 1 OLD Is-C35 /27/1 ATE: 07/7.7/X7 Phan.:(30S)071-1530.-To<:(305)871-1331 4268 Wesiroods Drive 2 DRAWING No r �X yb`-LL'' <-moa:Lstueaaa.ccm West Polm Beoch, FL 33407 3 10 - v/alla4r,,• CO_OMS719 4 17-107 rleR:tuL t:c.E 44+07 S SHEET P.E. SELL/SIGNATURE/DATE 6 _§_.2F 20 CONCRETE. �ON OR ryEXISTINGi i POD — (SHEDULE SHEET 13) sf[u uw s CONCRETE Eat am G LFOR m E Of ON IR Ew ; g E BE EXISI ts✓flECWRED 1 ALTERNATE 1 s ' +1 NlCHORGLASS-- • CEO EO•-•T to"tcN I' /10.3/4'HEX WASHER HEAD i + i1 11 = 3 txI 15 3%a'1C11. 1EN SCREWS O 12'O.C. i 8) -.� EDGE OIF F • g 7/13 Y.. CONCRETE ANCHORS C7 (SEE SCHEDULE ON SHEET 11) F. ; EO APPLICABLE�' + ECCE 01 SIAB I EXISTING " i i EDGE OF--•� '' i+( APPt!CAFREa�-v- CI.155 SLAB IF ' i i 1/2' S -/' E OFGE IF APPLICABLE E.O. E.O. APPLICABLE ET 14) FMj CQtCI EiE s PaUREO FIAT HM COMPELE ON SH ANCHORS MH�AWICH CONCRETE 50mlAE ,� POURED--// —. REQUIREO FIA) HEAD CONCRETE ANCHORS REQUIRED '{ II MR DlAit mWD —Cl CONCRETE - �__ MR au"e O "' REQUIRED E.0••-^— -'-E•0• (SEE SCHEDULE ON SHEET 14) It TREKH INSTALLATION AUD ONLY fOR UP TO +70, -7S PSP'A.&O. '1 BY WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER (9 BY FLOOR ANSTALLATION t SCHEOULE IS,SHEET IT (+;a' HV CEILING INSTALLATION ExaTR+G V.LAAMAi,6x CONCRETE ANCHORS C,us-� T. � —(1RSCkiID�OLM r^'---- -} {SEE sC14EDOLE 11147 1/4•¢Rw w/ « 1tj f Q - SHEET t5) j WANVED THRENIP 16+ O . EXISTING �_--_.. .. -_�••T�—. TECw+XOGY OR 1/4.0 VWM ' I/4' ' +Ai laRT 1,7 9 EXISTING—i CLASS— rAS mus TAPPu4 ANC"M w/ I,tAK. EXISTING GLASS stt 5t � .Ale M.DmrutH#O 6' GLASS OC FOR LP TO S<0'6PAN ATD D 1 1 - / 46'-0-IP 110 8N'-O�MPLY—? 1 TOM 1/4' t SDUNI AT CAW FASTENM WAD •-1 1` + f� S+ - i HA%. % ( ".)(-0E NOTE i GN 3' O., #10.3/4'HEX E.O.e SHEET It tMTA7XN5y 3 8 UAX. • --- OR 15 ' I+ WASHER HEAD - / DONT.srA:xA• --- fEK SCREWS , f3- J •S�3jR i '' '' i^ I/r.-3013/4'ss uS /14.3/4' REX HEAD._ ++ S ' TEK SCREWS O 9'O.C. f6 7 3/ 114.3/4'SOS ___ S i/i' •OSNG 1/0-20 tmS, OR 7/4'6-20 S.S.N.S. I 'ONCRE7C ANCHORS �i - 'LJ O 9-0.C. --- - Ma.. I '• O S2'O.C. tYj NUT O 9'O.C. (SEE SCHEDULE ON 1/2 L ♦ EXISTING IDN STRUCTURAL SHEET 14) . - , t.7 i 8 2.00•}.LIN. —J—WALL TRIM(CECO(UTNT ' ------ 'I/2''T1-. 17 At8 (.• 1.. E.D. SILL) EDGE OF \ _"�"\_114.3/4-EH.S.O.S. MIN. • POURED CO:'CREIE SLAB IF �' - , •t O 9'O.C. , / T 7j8---3••-I 7/8' APPLICABLE , 4 CONCRETE ANCHORS -SEE NOTE 1J(b) SEE NOTE 13(b) -^: ACOIIALO PCURED CONCREIC-3 (SEE SCHEDULE ON ON SHEET 1 •� ON SHEET S ' OR CONCRETE BLOCK SHEET 11) POURED CONCRETE S(t------ ( --- ^^--� OR CONCRETE BLOCK —E.O._- REQUUREOREOUIRED 0j YSTO q{INitNG IMSj,A{,1, TION OPTIONAL PWREO_/ FIV WALL FLOOR tNSTALLAT ON rIL) BY WALL WALK—OVER INSTALLATION UAAMUM SMTHR SP a off`f84'22 P`E CONCRETE - ' ZR£OWREp INPMARD INSTALLATION t txrrz t THIS INSTALLATION SMALL AENOVABLE ri74EN PERFORMED J;OTE • E.0.=EOCE DISTANCE ADJACENT TO AN OPERABLE ExN OSE£U ,f ,IONS OF USE FOR S- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE 5PLCIFSCAAONS Qt1 SHEET 11) OR ENTRANCE • BIAOE ON SHEET 19 INSTALLATION DETAILS W/ HV BLADE ASSEMBLY ��� 2-NOi1NHNG SECTIONS CAN RE COMBINED 11[i! e i y FLIyRIDA BUiIQ(NG CODE Non Hgh Velocity urricone one' IN ANY WAY TO SWT ANY INSTALLATION. ,�n• T , E74 ••'�Sv 02017 tKTECO,INC. 02017 tLSTERN METAL SUPPLY,INC. '�,V C S;1 •f3'i BERTH TM 0• Accordion Shutter System `Ttt ASmSmAN )tv. MADE#) w/DR w/o H.v vlwaly etnnE 4 American Shutter Systems LCV.H WN DESCUP7ME DATE DRAM Gy'. LO. TILLIT TESTING s ENGINEERING COMPANY Association, Inc. 1 OLD 15-013 7 2J 1 MTC: 07/27/77 An E4A 47 63Ss+i w.36th.St.Sia 205.MROWA GM06 ILOAAA 3310 n QAiD, E 4'268 WestrocUs Drive : "i PN.". (70s)B7S-Is30.ro.:(3Os)a77-1331 DRAWING 10 nNAL EN�'� 1+T 4- 0:m4`a0.0.1— West Palm Beach, FL 33407 307 • X11 EO-0006718 4 WALTER A MUT Jr.P.C. "� IArAi1 r+ rIOROA U-C.1 44167 3 SHEET P.E. SEAL/SIGNATURE/DATE 6 7 OF 2 ._.__._... _ POURED CONCRETE „_POURED CONCRETE • '— "'—'---^POURED CONCRETE /'- OR CONCRETE �.�( OR CONCRETE POURED CONCRETE OR OR CONCRETE — ---- —— BLOCK WALL REOLARED -'--'-�'-- -- /� BLOCK WALL REQUIRED CONCRETE BLOCK WALL �! BLOCK WALL REQUIRED "-- REQUIRED /—EXISTING GLASS ^-•E%1STIFHI GLASS , / 2'MIN. EXISTING CLASS CONCREIE ANCHOR--t —EXISTING GLASS 'i('' A 16'O.C. 1 -. _r -!) MN.SE mlm t. i....--•2•MIN. 1 _ TO GLASS(SEE IAN.SEPARATION UH.SEPMATM - It SCHEDULE SLADON ET 7O.aAss(SEE 10 tam(SEE C"9w SCHEDULE ON SKEET EQ EO To CLASS(SEE SCNEDIAE ON S1RY.T S f 16'x3' MAX. ON SKEET 19 K �MR BLADE 4) � 11 FOR BLADEOMET (8083-76)CONS. BLADES(D 19 FOR 1 f2' 1�SHEET sJ°y CFr S1EEi 19 FCR ALUM CLOSER 1 , O a Q9 T---"` 6`IACfS Q1 a QA] (LOCATE AT(j�__� 911i+ (D Q PLATE.(LOCATE !/2'• EITR SIDE\._7 AT EITHER SIDE MIN OF (S ) OF(D) --..�., 1 4 USE T'OR 2'MAX. i/2'MIN. y- t{ (AS APPUCA8LE)x2'xl/6'x07-2' --_�- /10x1f2'S.M.S. ALUMINUM CUP ANGLE ' /10x1/2'S. 0 16'O.C. ` -—- —.-- d (6083-T6 ALLOT)AT MIONEiGKr - 1) 16•oc. �, (1)110x1/2•S.ALS.7oQ& \ . Q (2)1/4'0 TAPCONS ANCHORS TO SEE DETAIL X FOR] WALL AT 1'O.C. (LOCATE AT rj ({J� SIDE CONNECTION (COR R ®� EITHER SIDE QF©) (I�OR �� (6 OR �* ' SEE aETA&x FOR OE CONNECTION v OR �• TO(RACKS SSIDE CONNECTION A �{6••��,,• 7 q•,At8''�� !0•Q�•" SO TRACKS a a S•[77�"'6 10•®^' °1Ql�a+��•�q• TO TRACKS �•�*A�•��•(F o+ 10 Y3'°",�L•'J�,'�lr�✓•�°' L O'�-0-0`©•A®a' �'�•YJaO�.�O•,E®a -e(r,�-0•.{®��'�(O'0-0� - ©•70•1lJ"'®_•L/J�.�a, 6 •0•0°•Q_•�0'0°` ®'�x�t°',t��•�aOB•0`A,F�,�y 'E7•t °'\.7'Y9' •®w,�•�,y� 0•�°'®•0"'A✓•®' ®'�"®•Co,0,0a g0•'i9+°'`t9.0"®'�°`l'7•C7 ®•®+®'�a •CaC.7'Y7 0 -0.0 ENO CONNEICI END CONNECTION DELL lJ ,SND CONNECTION DETAIL W — ---� {�}- • REQUIREDM,Y. OR SPANS GREATER 7liAN 12'-0' �-POURED CONCRETE OR _ EXISTIN SSG 4 4 ` CONCRETE BLOCK WALL ,`� -•--EXiSRNC GLASS j REQUIRED — " G /1Oxlf2'S.M. Mu. TK O 16'O.C. `•, eAtt SEPANArON _ _T ,©OR@OR) OR SC2lTA.tE CN SFE£i 1/2 MIN. TSQip'AA.E CN SFZET !/ r __ _ ......... t .., _ _ .___ __ SHEET 9OR CCHRETZ ti".-Mow. i , - ( OR�OR OR� 017'.,TEST 19 FOR ANCHOR O•-�, ON SHEET 19 FCR BLADES O+><Q 12.O.C. 5 BLADES OB e) - ORO LAM�CHOR ETQ'- — .16* ( _'__ 1/2• r j _ _EQ OF USE FOR 'MIN. TIR(g)OR(q OR -- 2• N SHEET 19 �ORQOR(qOR t@OR iO 5 '1 OR•& r 4 (17 OR ®a POURED CONCRETD INSTALLATION •- E OR t�a®•UaUaT ' (1 •�a©•Q " ?7'®" CONCRETE BLOCK ML 16a•,us®•�©.�a • _O.0.Oa®•tO•�a (� 1-IY BLADE QR t1�A HY WINDOW BLADE INTO REQUIRED O O L:TaO O �•®a�,x'1_!'1•,t•.1a • � �ap.�app.0«, Q �„�,'��77'"'aVVAry•''ll®%% CONCRETE 4R -CONCRETE. BLOCK WALL. END CONNECTION DETAIL® ®'®"�'®"®�"�' � ON DETAIL® .0.0 FLORIDA BUILQING CODE Eton High Velocity Hurricane Zone' yyyi` .•• ✓S: 02017 VXTECO.INC. 02017 EASTERN METAL SUPPLY, INC, V sI,VC ENS •., .A _RVTM S' 1i�Ty` S A Accordion Shutter System BERTKA T IEC O INC. ■ ■ ■ ■ Liv. RAM t W/OR W/O KV.wtN[%YN EtALt TILLIT TESTING & ENGINEERING COMPANY AmerlCon Shutter Systems Ev.R aacplpr'N-05 027E OWNL7 Lac .; 4 tA� asss x v.Sam.St,s..us.vx14'NA T!twR,nawx 3x16 A9SQC(OIIOn,s Drive 2 IRC. i 010 13-06 4268 Westrood3 7 27 aTt: 07/27/17 ._ p"_:(30aje71-1530.Fqt:(303)871-•19J1 DRAWING No 0' NAL -.0;6Mwogq'— West Polm Beach, FL 33407 3 7 O7 '- s/0 NAL EN i* q CD-0006719 ,/� WAVER A TItUT:1.PA nORCA Lk.E+4167 3 SHEET F7 E. SEAL/SIGNATURE/DATE I TO OF 20 SCHF_QL}!E MT SCHEDUI J2 aSkmOl" MAXIMUM SHUTTER SPAN* 'L+- OR "L-' MAXIMUM SHUTTER SPAN* "L+" roolos, UM SHUTTER SPANS"L+" � (Tl.. FOR INSTALLATIONS W/ OR •L-- (R.) FOR L-" (ft.) INSTALLATIONS IdS7N�A»QN LEGEND —� (it.). 0 & (�or or INSTALLATIONS W/ CONCRETE & WOOD (1) L+:MMINUM ALOWABLE SPAN foo A GIVEN W/ ONE N.V. LOCK or or or dj�RII►7 Wj ONE HV LdCKS MANSORY POSITIVE A.S.O. DMN PRESSURE RATING. HD LOCK Wj NO LOCKING RODS or ONE HV LOCK or ar L MAX.NLOWATAE SPAN FOR A CNFJJ NEGATIVE R W/ NO LOCKING WALL A. B. C. D, E. M, N. O, P. Q, A.s.O. DESIGN PRESWR£RATING. CENTER 28(d� 29 W/ ONE W/ NO LOCKI G RO S ® MOUNTING F, K & L R, S, & V. f, "T" LOCK 30 W/TWO LOOK NG (SEE NOTES t.it) VW16 FOR MOUNTING Q (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM EE SHEET 7) FLOOR/CEILING G. H. L it. J T. U.W & X WALL MOUNTINGS COP/80TTON)OR FLOOR/CEIUNO: �a CONCRETE&WOOD MOUNTING CON INSTALLATIONS V CONCRETE AS kXWLWCESAsa w w*r INSTALLATIONS Aaa�"'1xslst4 INSTALtA110Ns & M DETERMINEOSMAX NUNS PAN'L +'PRESSURE SCHEDULE PRiESSI)w WALL MOUNTING FLOOR/CER1N0 MEET MALL IKKM70N0 FLOOR/MU.N0 IX Unit O RATIT4 &.0 & RAIEN GIVEN A NEGATIVE AS.D.DESIGN PRESSURE RATING, Ip...k) MOUNTING (.OR( :.T 1 flpppJt[EtNG MOUNONO I.OR f I a22 ALL MOUNTING �E DETERMINE MAXIMUit SPAN'L-'FROM SCHEDULE. V MAXIMUM SHUTTER SPAN"L+"OR "L FOR INST L t NI) L- 6 l f t- I{) FINAL MAXIMUM ALLONABLE PAN IS EQUAL TO THE 30 OR LE 16'-0" 16'-0" 16•-O" 16•-0" 30 16"-0' 16'-O" 30 !6•-0" 16'-0` 105 psi.AS. INTO WOOD SHALL BE TINGED TO i05 psi.AS.D.DESIGN PRESSURE RATING. MINIMUM OETERIAINED PAN BETWEEN'L+•AND "L-'. _ 3 1 •-f0• 15•-2' !8•- ' 35 14'-10_ 14'-t0' 35 15'-2• 16'-10' 40 13'-10- 13'-10- 14•-2" 15'-2' 40 13'-10' 13'-10" 40 I4'-2' I5'-2" (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR _ 13•^1^ !3•_i" 1 45 t3'-i" 13•-,' 45 t3'-4' !4'-3` t HV CORNER CENTERMATE 93 MAY BE USED AT ALL COU84RATMS IN KMEN WALL MOUNTINGS 0 12'-3' 1J'-t` MOUNTING INSTALLATIONS. COCKING SPECIFICATIONS W/FLOOR/CEILING DOUNDNGS: 50 12'-5" 12•-5" 12'-8" 13'-7" 50 12'-5' IV-5' SHALL 8E AS INDICATED ON MANDATORY tXiNMTiOti Q2 55 11'-10' 11'-10' 12'-l' 12'-11• 55 1t'-t0' I1'-10• 55 tt'-I' ii'-ti" FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 1}'-4" 1!•-4- IV-7' 12'-4" 60 ti'-4" It'-4' 60~ ,O'-2" 10'-11• N07E J5.SHEET 5, RATING: 65 /0'^SQ• 10'-,0' !1'-!" 11-11 - 65 - !O'-IO' 14'-10' 65 9'-5' 10'-I" DETERMINE:M. L++=MAX. SPAN FaR WALL MOUNTING INSTALLATIONS. 70 t0'-6" IW-6' 10'-9' 11'-5• 70 _ t0'-6' 10•-s' 70 8'9' 8-4' L2+4 MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 10•-1" 10-1" 10•-4" lt'-1' 75 t0'-i" 10'-1" 75 - 8-9' f't'EXCEPT THAT IAAIOMUM SHUTTER INSTALLATIONS. 80 9•-10" W-10" !0•-O' i0'-9' 80 9'-t0' 9'-TO' SPAN"L�OR'1.-`AND MAXUAUTA AS.p.OESINC FOR A GIVEN NEGATK AS.D. DESIGN PRESSURE 85 9'-6' 9'-6' W-9• t0'-5' 85 V-6'- -_9•-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING. 90 9`-3" V-3' 9•-5' IO'-i• 90 9'-3- OR CONCRETE BLOCK SHALL BE UM17ED AS FOLLOWS: DETERMINE: i- CONNECTIONS TO KEYSTONE MOUNTING LI-- MAX. SPAN FOR WALL MOUNTING INSIALLATItN1S. 95 9•-0" -W-9" 9'-•2' W-10" 95 9'-0' W-9' LIMITED TO +64,-72 P.SJ. AND 8'-0• SPAN, SEE L3-.. MAX. SPAN FOR rLoos/CEILING MOUNTING 100 8'-9" 8'-4' 9'-O' 7-7 100 8"-9" W-4' MOUNTING MOON SHEET 7. INSTALLATIONS. _ 105 8•-7- 7'-T1' 8•-9' 9'-4` 105 _ W-7- 7•-I1^ 110 B•-4" 7'-7' 8--7,. 9'-2' 110 8'-4- 7'=-7" FINAL MAXIMUM ALL'Lif', SPAN IS EQUAL 'L THE W-4- W-11_- 115 B'-2 _ _7•-3" SEPARATION TO GLASS SCHEDULEMINIMUM BETWEEN L,f. t2+. 1,- AND �- 120 8•-2• 8-9 120 8•-0' W-11 (4)GO TO ANCHOR SClEOULE WAIN FINAL EIAXIMUM 125 7'-10• 6'-E' E'-0' T—B-S• 125 7'-10• 6'-D_' ALLOWABLE SPAN AND NEGATIVE&S.D.DESIGN , 130 7'-8' 6'-5' 7'-10" 6'-1" 130 7'-8' 6'-5" wl^'O ryONE PRESSURE RATING TO DETERMINE LWIIAIUM ANCHOR I4 MINIMUM SPACING. 135 7'-7- 6•-2' 7•-9• I'-9• l35'•.. SEPARATION - 140 7'-5- s-n -r 7"-6• 14D 7'-5- s-I t" ASTM E-1996 TO GLASS 145 Y-3" 5'-9' 7'-5' 7'-3- 145 7'-J•- 5'-9' 150 7--l' 5'-7" 7'-4- x'-0' 150 jr.-S- 5'-T 455 T-O- 5'-5" 7'-2• 6--9" 155 9'-5' 1 THRU 3 T60 6'-11'_ 5-2' 7'-1' W-7' 160 165 s'-10' W-!" 7°-G' 6'-4' 165 s•»t' . 770 6'-9" 4--11• 6'-I I' 8•-2" 170 C-tt" 75 6'-7' , 4'-9" 8'-9' Ei'-0' 175 C-9" 0 H V BLADE • T80 .6'-6' 4'-8' b'-8' S'-f0' t_80 4'-B' SSS 6'-5' 4•-6"_ 6`-7' S`-B' 585 -4'-6' 190 _ 6'-a' a'-5^_ 6'-6' S'-6• _ 190 ..195 6'^3" 4'-3" 6`-5' S'-5'- __ _195 _ 6•-3' 200 6_-2 4•-2" 6'-4• 5'-3' 200 6'-2' los 6•-1• 4'-1" W-3' 5'-1' L los 1 6'-r N "'�� FLORIDA BUILDING CODE Non High Velocity Hurricane Ione' t'Q� ••. T� 02017 RLTVCO.INC. ®}1017 EASTERN METAL SUPPLY,INC. J�ENSF'.,9 z _ ���TS TM Accordion Shutter System LRC tiV� INc. KV.BLADE#1 W/CR W10 KV.WNDON BLADE ■ ■ O : T11LIT TESTING'& ENGINEERING COMPANY American Shutter Systema 1Y.R p[sc6vinl DATE ORAMN 9M:MAtsi. L.c. Association, Inc. i OLD 15-065 T/27 i DATE: 07/27/17 Ass.Nx.>sa.st.,%t•.305,Awcra4 t.AROa+S.naROA 3stE as 4268 Westroads Or'Tve x rn«,o:(3osia7l-1530.Fos:(5os)97/-t53r DRAWING No S /� t .\ tt ,-Moa:lala000a.a<m West a01m Beach, FL 33407 s .E SIONAI.i�y•'ft wAU[R A60KUT ir.P.[. 4 �~i��_ rLORIOA 11,.1 44167 SHEET P.E. 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SPECIFICATIONS ON ANCHO REQUIREMENTS:POURED CON RETE OR CONCRETE BLOCK SUBSTRATES (sa UWNTOM 6 9,&H ON SNEET3 a a 7) i.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: t'UtRM Stow FOUIWD CONCRETE (A) 7o E%ISTING POURED CONCRETE?(6071.rc.3 LH) IUx11UM (WALL SILL MOUNTING @CEILING MOUNTING NQFLO()R MOUNTING - 1/r6 TAI1C061 oR TAPCON NTItN ADYANDEo TNaEAdFORM TECHNOLOGY ANCIiORS,As uANUFActlrnGl BY LT-W,1)i11LD£X, Mtn.rc. 3 W) (ft) x . 50. _ TAtHO ANCHORS SPACING LEGEND - 1/4"6 x 3/i'ALL POINTS SOUD-SET ANCHORS.AS OISERW(O BY ALL POINTS SCREW,BOLT&SPECKTY COMPANY. (Mtn.rc- 3 W) TAPCON 6R - i/4 f BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,NO.(Min.N'c+2 kei) JO 40 60 75 90112011601205 JO 40 60 75 .� 220 TW 205 30140 00 75 90 120 160 101 TAPgJN-VATH � - 1/4'6 TAPPER+ANC"ORS AS WANUFACTUREO BY POWERS FASSENERS, INC.,ANO DISTRIBUTED 13Y AL POINTS SCREW,BOLT-&SPECSAL7Y 14 7 10 0 a a a e. 4 1 1 a e t4 t2 10 9 e a TFIIIEAOFOR14 TECHNOIpOY P :O 3 OTHER A'PROVED LICENSED OR AURtOE82ED YEISOpR REOSTEREQ xtDi THE ANEDC�W SFKIRER SYSTEMS ASSOCIATION,INC. 3'-O' 14 12 i 0 a 8 0 6 f4 12 t0 9 a a 6 e 14 12 20 9 0 8 8 6 ALL POINTS 50W-SET IF 14 11 TO 2 8 6 6 e 14 12 IOL 9 a 0 a 14 /2 10 9 8 a a S BLUE TAP W/CAP NOTES: ti 12 10 9 a e 6 7 14 t2 f0 9. 8 8 6 6 14 12 t0 9 a a 8 6 AI)NINIMNI EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRWORM TECHNOLOGY ANCHORS AND UPPER+ 24 22 20 9 8 7 0.S 3.5 14 12 10 D 8 b e 0 14 12 f0 9 8 a 0 3 TAPPER+ ANCHORS IS 1 3/4'.AND FOR OLUE TAP W CAP ANCHORS IS 1 1/2'. 4'-0' 14 11 10 6 6 8 6 e 14 12 to 9 e 8 6 6 is 12 l0 9 8 8 a 55 / 14 12 10 0 b e 6 . 14 12 10 9 8 8 6 i.S ti 12 10 9 a 6 4 JS A.2)MINIMUM EMBEDMENT OF 1/4.0 x 3/4'AL POBNTS SOUO-SET ANCHORS SHALL BE 7/8'tWOTH£POURED CONCRETE.NO EMBEDMENT 14 W IO 0 - e e 4.9 t4 l2 10 0 8 8 6 5.5 14 12 10 9 8 e a i3 42270 u48LAtgLa a USE TOR INTO STUCCO SHALT.BE PERWUTEO. 1/4'6-20 S.S.MACMNE SCREW USED SHALL BE 1 1/2'LONG WNMM SHOULD STUCCO 14 22 10 0 7.5 5.6 55 - t4 22 TO 9 e b e S /4 !2 20 9 a 7 3.3 4 BtAOC 410N S1KET 19 E)EIST,AND 1'!OlBMUN FOR WALLS WIT}I No STUCCO. 5•�. 1, i1 2 9 0 e 9 6 14 12 10 0 6 b e 55 14 f2 14 0 a 8 8 bS v 14 t2 10 9 8 7 4 - 14 12 To 9 O 6.3 5 3S 14 12 10 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE pANELS,PAYERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 12 10 0 8 7.5 4.5 - 14 12 10 9 a e 6 LS 14 12 10 9 8 6 4.3 .73 ANCHORS SHALL BE LONG EtNOUCH TO REACH THE MAIN STRIR,'7URE BE34FA SAID YlALL nNIS12D.ANCHORAGE SHALL 8E AS IPOSGFED ON 24 12 to 73"5485 - - 14 1 SO 9 a TA SS i 74 12 10 9 8 6 4.5 J.S NOT'ES A7)&A2)ABOVE FOR It2STAUQWNS ON NNTL SIDWO OR E1FS WITH OR NTRgUT N£TR STUDS CONSULT THIS ENGON AIL FOR 14 12 IO s 5 - 14 12 10 0 8 8 8 5 14 W tO 9 i 0.7s 5 is INSTALLATION INTO EUS WITH METAL STUDS SEE SHEET 20. 14 12 100 7.6 &S J - 14 12 10 6.S 7 S.3 4 S 14 12 11 4 S 1t 12 f0 9 8 6 - - 24 12 10 9 6 6.5 S 75 14 12 to tl.5 6 S 4 - (8) TO DOSTING CONCRETE BLOCK:(ASTM C-90) 14 12 a 6.5 5.5 3 - - 14 12 10 9 a 6.S 4.5 3.5 14 12 20 6 7 S &S J - 1/4.6 TAPCOR OR TAPCON WITH ADVANCED TNRFADFORM TECHNOLOGY ANCHORS,AS WNUFACTUAEDBY I.T.W.BUILO£X. 14 12 10 9 a 8 - - 14 t2 10 9 a 7 S 4 N 12 10 9 74 3.5 4 J - 1/4'6.3/4'ALL POINTS SCUD-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SFTCMLiY COMPANY. 7'-O' fi 12 10 a 6.5 4 - - 14 12 9 7.S 6 t-3 3.5 - 14 10.3 7 5.3 4.5 35 - - - 1/4'6 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED STY FLORIDA FASTENERS DRECr,RS. 14 12 10 193 7 4 - - 14 12 10 9 7.5 3.5 4 - 14 12 9 7 7.5 4.5 - - 1/4'6 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC..AND DISTRIBUTED By ALL POINTS SCREW,BOLT&SPECIALTY 14 11 7 S.S 4.S - - - 14 12 10 9 7S 53 4 - 14 12 9 1 6 4.5 3 COMPANY OR ANY OTHER APPROVED LICENSED OR AIIHOR12EO VENDOR REGISTERED'ATN THE AMERUH VATITER SYSTEMS ASSOCIATION.INC. 8'-O' 14 12 20 9 a a.6 - - 11 12 10 9 6 6 4 - 14 f2 10 4 a.5 S 3.5 - NOTES; 14 12 8S 7 5.5 3 - - 14 22 8 6.5 SS { J - 7.5 9.5 6 S 4 J - 9.1) MINIMUM EMBEDMENT INTO CONCRETE OLOCK OF TAKEN.BLUE TAP W/CAP ANCHORS AND TARTER+ANCHOR IS 1 1/4'AND tAFCON 14 42 8.5 7.S 6 - - - 14 12 9.5 a 6.3 3 - N 12 8 6 0.5 t WITH ADVANCED 7NRFAOFORN TECHNOLOGY ANCHORS IS f". 13 9.5 111 J.3 - l4 12 10 8 53 S 14 12 a 6.5 3 { 9'-0' 14 12 8 - - - 14 12 20 0 7.5 4.6 - - 14 12 0.3 7 5.5 4 - 8,2)LANISAUM EMBEDMENT OF 1/4.1 x 3/4'All POINTS SOLI)-SET ANCHORS SHALL BE ENTIRELY TA'SECEPO INTO THE CONCRETE BLOCK.NO 14 12.5 , - 14 11 7 3.5 5 35 - - /t 8 SS 4.5 3.5 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'9-20 S.S.MACHINE SCREW USED SHALL 6E 1 1/2'LONG MINIMUS{SHOUiD STUCCO N t2 5 4.5 - - - 14 12 &S 7 5.5 4 14 10.S 7 5.3 5 4.5 - - EXIST,AND 1'MW"FOR WALLS WITH No STS>CCO. 1.5 0.S - 14 12 9 7 9 14.51- 14 11 7 3.3 L3 3.S 14 12 7.3 - - - 14 17 19 8 6.3 5 - - it 12 6 6 S 4 _ _ IN CASE THAT PRECAST STONE,PRECAST CCNCRETE PANELS, PAVERS OR ANY VENEER 8E FOUMON THE DaS11"WALT.OR FLOOR 14 10.6 3.3 - - 13 9.3 0.b 5 4 J - - t0 73 3 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BERM SID WAIL FINSHESANCHORAGE SHALL BE AS 84MCATEO ON 14 I1 5 - - - - 14 11.5 9 6 5 4 - 25 95 6 S 4 4 - - NOTES B.1)&8.2)ABOVE.FOR INSTALLATIONS ON V90L SING OR EIFS WITH OR WITHOUT META STUDS CONNSVLT THIS ENGINEER 0.5 e - - - - 24 12 a 6.3 3.5 4 - - 13 20 es 5 4 3 - FOR INSTALLATION INTO EIFS WITH META STUDS SEE SHEET 20. U 12 - - - 14 f2 9 7 a 4.5 - 14 10.5 . 5.3 43 JSANCHORS SHALL BE INSTALLED FOLLOWING AL OF THE RECOMMENDATIONS AND SPECOCATIONS OF'9NE ANCF.OR'5 MANUFACTURER. 2.25 9.5 - - - t2 9 6 4.5 4 7 - 9 7 t.9 J.S J - - - ISN14la - - - 14 103 7 S.6 4.S - - - i.5 0.56.5 i.S59.5 ) - - - 14 11.5 7.5 6 S - - 12 4 6 4.3 tSEE SCHEDULE BELOW FOR EDGE DISTANCE(£D.)VFIT54US SPACING RESATONSFap Fqt AhYl1pR$-it I2 - - - - 14 12 a e.s 5.5 - - t t0 b.S 5 { _ - FD• QIS7AN- Y RC11C cpACNTNr Srur12'-0' OULE FOR ANCHOIt.S CS - - - 11 6 S5 4 35 - - 8 6 4 S - - - MAXIMUM ANCHOR SPACINGS AAE VALE FOR EDGE ONSTANCES RNOICATEO BELOW.FON E.0.IE65 TWIN TM HCOCATED,REDUCE ANCHOR SPACING 133 9.3 - - -its 9.5 8.5 S { - - OA-a S 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 ILS - - - - - - 14 103 7 6.S 4.5 - - - 11 8.5 SS 4.5 33 - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MRAMUM SPACING INDICATED FOR LACK ANCHOR TYPO 11 12 - - - - - 14 113 7.6 6 5 - - 12 9 a 4.3 4 ACTUAL 13'-0"103 a - - - - - - 10 as 5 4 3 - - - 7.5 SOL 4 3 - - - TAPCON WITH ATNANCED FACTOR BLUE YAP W TAPPER + _- II 2.5 45 - - - - - - 12 9 e 4.5 4 - - 9.5 7 S 4 - - - - EDGE TAPCON ALL POINT{DUO SET a - - - - - 13 9.5 8.3 5 - - - - os 73 s , - - _� p TAy.ICE THREAMORM TECHNOLOGY / ` MIN.SPACNO 14•-0' .. t4 0.5 7 S.S _ _ _ _ II OS OS 4S - - _ E.D. S1IN.SPACING. 3' WN.SPAC9TG.3' OT.SPAAIHO r 3 I/2" MIN.SPACING.3' 33/4' 4' l0 7.5 - - - - 9 7 4.3 3-3 - - - 7 5 3S „3 - - POURED CONCRETE& TOM Cmmm CONORCM NODE 8 POURED COMCRITE& 11.9 a _ _ _ II 8 S. 4.3 - - - 9 4S 4.5 - - - CONCRETE BLACK MR.Ea•]T/2'itlt Ea•2 T/Y CONCRETE BLOCK CONCRETE ROCK �� E BADL _ J' TML EA.3 1 Ea, IDN E0.•J 1/Y EA•21fY 73 - - - - - 12 9 a - - - - - 9S 7 4S - - - IB'-a• li - _ _ _ _ _j 6S - - - _ - Os e s - - - - - g(-A(� Q �N('j 3' __ 1.0 0,90 LO 0.79 _ T.a o.84 1.0 g .. _ 4 _ _ _ _ _ 6.5 3 ] _ _ - _ 2 1/2• OAT 1.0 -0 - - - - s - - - - es s , _ iN UNI$9N ♦ z' D.71 _ o.B7 6t0 7.5 5 _ _ _ _ 0,51 1 3/4' . - ., O. -"e - - - 4 - - - - t2 43 3 - - - 1 1 2' 0.35O.35 - 's - - - - - e 6 4 - FLOROA BUILDING CODE{tion-Nigh elociky urricone one (1114 II-J• P/, 02027 MTCCO•INC. ®2017 EASTERN METAL SUPPLY.INC. o ,, �i L Et G O E N � „( ,,�2, Accordion Shutter System KV RAX#1 w/aR w/a ttv. VANanv BLADE American Shutter Systems -- �, l �T' l/ - TILLIT TESTING &'ENGINEERING COMPANY Y Lv.N DESCRIPTION DATE OMAN BY: I.C. Tit�a ..' 1 "55 4W.3110.SL.61..305.MORA CARDINS,FtOkOA 331E AeeDpletlDnL Inc. i OLD Ts-Das 7/27117 ATE: 07/27/17 T.6Y+•r�Q Phone:(305)871-1530.re.:(305)871-1551 4268 WaSlroads Drive 2 - is ,,.•X64 24+L a moEIBUH7 9..<om lyes( Palm Beach. FL 33407 3 DRAWING Na �/pNl WATER A.IaLO P.E. i - 17-107 P.E. S6LL ilff jOATF. FLOWOA Ur.1 44167 5 -4 u SHEET --_ 4 13 OF 20 c ueYiMUM_AN HOR* SaAt^1NQ in- LE FOR As:UN tfA S"17TTFR SPAN E AS.0 DESIGN NE PRECRtigg RATima AND A GORREs "DINQ 1.4^'tp'^NG TYPE FO_r' t'O},�,BEiF OR CONCRETE BIO,h INSTAI;ATIONR. (SR MOWMI 0S R J.x>k L ON SHCET 7) 1 wA22f VIER 6 R!O ANCHORS SPACING LEGEND UkUMuw (QRAtNGt7ARo MouNnroc Qwnu/DDDR MaNrwo ©wul/wwc avcR uouNnnc TApcoN OR SPM ASA-OtM eEWK 90.ESRaE WN(pr a 9a61N 1ttA16E P9tSM WW(pi 5D DL51r4 WA M MMM A4t210(pt a tL4Y24 MGi7aL 7ifSRRC RUUG Gd (") TAPCON WON KNANCEO 30 40 60 73 90 120 160 205 30 40 60 751901120160120 30140160173 90 120 160 205 30 t0 60 73 00 120 160 203 THREADFORM TECHNOLOGY 14 /z o e a t 1 T 5 5 ALL POINTS SOLID-SET t< to to 9 a a a a 12 la la 12 12 la 9,517 r 7 ] T T 7 7 7 s s s S a s s s LESS 14 12 10 9 8 8 6 e 7 12 12 12 OLS a a t.d 7 7 7 7 7 7 7 as 5 3 5 5 ^'J S a S BLUE TAP 14 12 10 9 8 " 6 6 12 12 12 12 12 to 7.5 6 7- 7 7 7 7 7 7 7 a 3 5 5 S S a S TAPPER+ 14 12 10 9 6 e a e 12 12 12 12 Ix 8x 0.6 5 7 J 7 7 7 7 3.5 4 5 5 S 5 5 3 b 4 4'-0' 14 12 t0 9 8 d 8 a 12 12 12 11 12 9S 7 3x 7 7 7 7 T J 7 7 S 5 6 S 3 S S 3 I4 i2 10 9 8 a 6 4 12 12 12 M3 a a 4.5 3A 7 1 7 7 7 7 6.5 5 S 5 6 3 3 S 5 5 14 12 10 9 8 4 6 6 12 12 12 12 10 7.5 5.3 4 7 7 7 7 7 T 7 34 S 3 5 S 6 S i S 14 12 LO 9 8 8 a 8 12 12 12 it 9 7 5 4 7 7 7 7 7 &S 4 3 S S S S S S 4 3 5'-0' 14 12 10 9 8 8 6 o f2 12 12 12 t0 7S 3.5 4 7 7 7 7 7 7 7 7 S 3 5 5 6 5 S 5 14 12 10 9 a a 6 a 12 12 93 1.5 6 4.5 3A - 7 7 7 7 7 T 6 15 S S S S S S ! 4 If 12 t0 4 a 8 6 6 12 12 12 9A a b 4.5 - 7 7 7 7 7 T S.5 4 3 5 S 5 5 S 3 4 a SEE ANCHOR 14 1t 10 9 a a 6 6 t2 12 1.3 9 7.3 5.5 4 J 7 7 7 7 7 4.5 3x - 3 5 3 S S 4A 3.b SPECIFICATIONS 6'-0' 14 12 10' 8 8 a a 6 12 12 I2 10 6 6 4.5 15 7 7 7 7 7 7 7 7 5 3 3- S s 3 S S ON SHEET 13 14 12 10 9 e b_ b 4 t2 12 8 6 S 4 3 7 7 7 7 7 5.S 4 S 3 S 5 S 5 ♦ 1- 14 12 10 9 8 .e 6 6 t2 t2 SO 6 8x 6 .7S - J 7 7 T 7 q ax - S 5 ! S S 3 4.5 - - ' ti i2 10 9 D e e a 12 12 10 6 aS S AS - 7 7 7 6S S,5 5 5 3 3 S 4 3 7'-0' 14 12 to 9 8 6 d 6 li 12 12 ax 7 5 t 3 7 7 7 7 7 T T 6 3 5 5 5 S S 3 14 i2 10 9 8 a 5 6 12 10 6.5 5 4.5 3 - 7 7 7 7 6.3 5 3 5 5 S 3 5 5 33 3 14 Ill 10 0 a, s 6 a 12 12 6.5 7 15 4 - 7 7 7 7 7 5 - - s 5 5 i S 5 4 - 0 VALID ONLY FOR UO TO +70. -75 14 12 to 9 a a s - 12 $2 8.s 1 ss 4 3 - 7 7 7 as 4. - s s s 5 sa - _ PSF A.S.O DESIGN PRESSURE W-O' 14 12 10 0 6 a 6 ^ 72 f2 o -i-5 6 4.4 3.5 - 7 7 7 J 7 7 7 -4- 5 5 3 3 S S 5 5 RATING & FOR SPANS PER 14 12 10 9 8 6 6 - 12 9 5 4.5 4 3 - 7 7 7 7 S.S 4 - - S 3 S 5 3 4 3 - 14 12 10 a a 4 5 12 ii 7.5 a s 75 - 7 t 7 zs 6 's - s s 5 6 s 4s - SCHEDULE #3, SHEET it 14 12 10 9 a 8 - - 12 IA 7.5 6 5 3.3 - - 7 7 0.5 3 4 3 5 3 y 4 3 12 TO 9_ d 0 - - 12 /2 9S 0.S S.5 4- 3 - 7 : : 7 7 7 d 3 5 a 5 3 S 5 3- N 12 10 9 8 d - 0.5 a S 4 3.5 - - - 7 r t 6 5 3.5 - 3 s S S 5 4 3 1t 12 10 9 a a - - 12 10 e.5 S 4,5 - 7 7 7 0.S 3.3 - 5 3 6-'j 5 4 14 12 to 9 a 8 - - 12 0.3 7 5.5 4.5 Jx - - 7 7 5.3 4.6 AS - S 5 S 4A 3x - 10'-0'14 S2 to 9 a e' - - 12 it 8.5 6 5 3.5 - 7 7 7 ) 7 7'4. - S 0 S 5 5 S S t.b /4 12 10 9 a a - - 9.5 7 4A 3.a 3 7 7 7 1S 4.S - 5 5 S S 4.5 3A - 14 12 10 9 a a - - 12 9 6 S 4 7 7 7 d 3 5 6 S 4.5 5 1{ 12 10 9 6 a - - 12 9.5 6 5 4 3 T 7 5 4 3 5 3 5 4 3.5 12_f 2 10 7 S.S 4x 3.5 - 7 7 7 ) 7 7 As ^ S S 5 3 S � 5 { 14 12 to 9 a 8 - - ax ex 4 3.5 3 - - - 7 7 6 ; 4 - - - 5 6 3 a. - N V BEADS ONLY tt 12 f0 9 e e - - 11 a 5A i - - - - 7 7 7 0.y 4.6 - - 5 S : 5 AS - - 14 12 30 9 o - is D.5 SA 4.3 3.5 - - - 7 7 4.5 33 - - - - 5 4. J.6 3 ^ - - 12'-0'ti It'10 9 a - - - 12 9.3 6.3 S 4 3 - - 7 7 T 7 } 6 3 - S S 5 S 5 5 4.5 3.3 14 t2 10 9 8 - - - 8 6 4 J - - 7 7 6.6_4.6 31 - 5 5 5 4.S 4 It i} 10 9 0 - - - t0 7.5 3 4 7 ) a S S 3 S 5 4 14 1 t0 9 8 - - 0.5 a 5 4 3.5 - 7 6.3 4.5 3.5 - - - - 3 f14 3,3 3 - - 13'-0'74 17 10 9 8 - - - 1A 0.5 6 4.3 15 3 - - 7 7 7 7 7 4.a - S S 5 5 4.5 It 12. 10 9 a - - - 7 ii JS 3 - - - - 7 7 5 4 3 5 { 3 T4_i2 10 9 0 - - 8 7 4,5 73 - - - - 7 7 Sa 4.6 - - - - 5 LS 4 - - - - 14 17 10 9 - - t0 7.515 4 J 7 6 4 3 S 3 - - - i$-O'14 12 10 9 - - O.5 a 5.S t 3.5 - - - 7 7 7 7 7 / - - 5 S 5 5 4 314 17 to a - - - - 6.S 5 s 7 7 5 AS - S 4 14 12 10 '9 - - - 0.6 &S 4 - - - - ] 1 3 4 - - - 5 414 12 10 - - - - 9 7 4.3 15 3 _ 7 3.5 3.5 - - - S ti I7 t0 - - - 10 7.63 3 3 - 7 7 T 7 7 15 - - S 514 12 10 - - - - b i3 3 - 7 7 1.3 3 5 M- 14 14 1210 - - - - 8 6 4 - - - J 7 S i 3 6 12 to - - - - - 6. 8.54 157 3.5 3.5 - - - S S 3.5 O' 4 1 10 - - - - 9.5 7 4.5 33 3 - - 7 7 J 7 6 -15 3 3 ii 12 10 - - - - 4.5 3 - 7 3.5 ♦ S S 4ui1'to - - - - zs ss s - - - - - s 5 4.5 FLORIDA BUILDING.CODE(Non Hio Velocity Hurricone Zone' 1111���........... �/� 02017 IILTECO.MC. /� 02017 EMIERN METAL SUPPLY,tNc. A1C Eq►5,�;.• v�);, '��"� !'! � � _8fT A ��4 > =70VEc 0 I NC� , , ,A� Accordion Shutter System 1 i KV.BLADE pi W/ER W/O KV. 151MW RAGE AWf *1 American Shutter Systems pt> nLLIT TESTING & ENGINEERING COMPANY tv R DtbcmTli DATE DRAWN et: Lc. \; 6355 M.W.3515.SI..SW 305.W COM CM0046,FLONtae)316 Association, Inc. 1 OLD 15-0e5 7/27 t wtr: -07/27/17 Peon.:(3O5)8)i-•153n,r..:(335)671=1531 4268 Westroods Drive 2 DRAWING No 44 d .-moo:Hnea.00a..om West POIM DeOCt•. FL 33407 s j C�\Gi L1 is-Ee06719 _ 17-107 r }y "�cryL Fa` 1tNl WALTER A.TAUT J..P.E. 4 _ l-�V7 P.E. - DD/SiGNAYURE/DATE 'L.."LK.IF 44167 s _ SHEET 6 14 OF 20 �,q�� �,.pa�q (7Ap �{U�"U\.J""L7'^Ls'� •��Rst..LIURAIiQNS.R�40 CONDtiTa�Of NESE f08 BEB'EttA A O -� Y Y Y Y 1.MAIL A.&D.DESCM PRESSURE RATHC:4110.- 110 P-NA. T.1i+JI.SNUT7ER SPAN:96' ._ J.ALLOWED MOUNMGS:A.D.O&H ON SHEETS 6. 7.AS WELL AS MOUNTINGS U.0.T.U&W ON SNEBS 16&17. E ALLOWED WITH 611 (�j}.,,�Mme�.4R€f l�A OR LAlZy,JWY 5 �UN15f BE INCLUDED ONLY AT EMRIOR ACEESS IN SIDE�E Of C�F`POSIl:G 15 aA _ IYP.EA ENO • J J r + ( (A) L WINDOW tRAOE U51VEL SPA NGS$A rFATON S EE 5 OPENNGS C, (J'I 3ECt.ES)FOR©PER A7 SPACINGS SHOWN ON SHEET i. q (8)kN.CLEARANCE FR�TOP OR OOROU EDGE OF w vsHOOW BLADE ARIL 5 WINDOWS n J J J J + OF ANI Y6 HOLE FCR SMALL BE 117. ALLOWED'AT MA� rr WINDOW BLADE (C)TTFST OR QIADE CCkINO OUT FROM SIANNlFANS AT ENDS MAY BE TIV WL40O}7 BtJ'DE� • • • r rr + (0)TN WNOOW BLADE 71{ 10MUST BE USSR ALTERNATE TO A SOLID HV W D ILI R011GHOUT SHUTTER'S WIOtK • • J J Ti p SHALL ALWAYS BE WILLED ADMENT TO A SOLID HV c i•iIR J A J • (ULDE 1 AT FllMHEI SOE CNF 1101. i1 (F)POLYCARODHATE by WNDOW®SKa BE INSFMIE'0 50 8�t U85 FACE SEE ENO 1 99 YYjy9 THE V0040R Or THE OPENING BEWG IMIECTEO.MA WTNODW(}y kUST 8E CONNECTION J A s J • 4 r• ONLY WILLED AND LOCKED USING AW SEM14G TOOL PROMO BY ASSN DETAILS ON SHEETS tl INC. 10& 18 TYP. $ag OO INSTALLA110AS _ FULL HEIGHT, ' } (S5 d BUILDINGS ON S[El EE ANCHOR IIS.AS IWBEODULE FBY SPAN AND DESIGN LOAD(SWOOD EE NOTES P P �. qyq � t &2 AOME). DEI~ 7.SEE ANCHOR SPACING SCHEDULE FOR NSUN.UTIONS INTO PARED iv bill CONCRETE OR CONCRETE BLOCK WALL 0R SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES I&2 ABOVE). B.ULYIMUM SEPARATION TO GLASS SCHU01f,PER ASTM F-1996: (SEE PLAN FOR REQUIRCUEHTS) j N TYP TOP&BOTTOM yr L-lt 2j pq". Oq�J•��, MAHD ZOHf WM5g1U SEPARiTOtt TO GSA55 �.. ;,NUl47ED WIDTH------ t MRU 7 1• MIT.SEPAFiUlON SO CLAM --• - _ .._ . ELEVATION 5EE SaEaTt ON S+EEY An &2s EX'STIHG Qa .. Q�I [yj'p• SIM(M��QT R,tCAi CEM€RMAIE$21 AVYNJ0�3`SQ(SNOTE i ABOVC) p�AAT `•�4�`25 J PLAN TYPI�,CA, 1 HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (26-SHUTTER* ---- TpTANAAAnuu FLORIDA BUILDING CODE(Hon High VeIOCit Hurricane Zone i!i Q. •'• .12017 PLIECO,IMC. 02017 DLStERN METAL SUPPLY,INC. 'N)CENSF' �' BERTHA HVIM ■■ ��+��+ �� S S A Accordion Shutter System A■ ■ ■ ■ H.V. WM Kl W/OR W/O N,Y.>MNDOW BADE '� �'• American Shutter Systems 1.v"o 01SCRIPM OMI( DRAWN AT, t.C. . `�•, :w TNLLIT TESTING & ENGINEERING COMPANY Assoctatton, Inc, _ t OLD 15-065 7J27 t DATE: 07/27/17 6355 N.W.IaIA,SI..St..I0-%v.Ravc4 CARICENS.FLCAMA JSta G 47--b, k.,' 42613 Wesirno4ts Drive- 2 Qj�LAE,:-- P,al.:{aas)671-Faso.Fo.:{xDs)67t-1snN ORAWING No <S+�'••••.•• �Cy e-mol:macl000+.�a West Paten 9eoch, FI. 33407 s t 7y 1 07 �0NAi • EB-0606719 J _._ ANL ;VA IER A II.-LIT.'.PS,ILCR.CA 1:-1 44162 s SHEET P.E. SEAL/SIGNATURE/DATE