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HomeMy WebLinkAboutProduct Approval - Accordion FLO010A OF Business & Professional Regulation r SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search O-bnda v WProdud Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail �■ FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 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 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. I 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 M.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 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'-11" Created by Independent Third Party:Yes 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 HVI.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 p.s.f. REPORT.PDF for HV1A working in unison. See sheets 7, 11 and 20 Created by Independent Third Party: Yes respectively of installation drawings for other spans and pressures. 389.3 �,thon Shutter- Extruded aluminum interlocking blades retained by tracks HZ)-Drwg 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF 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 Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional 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: GENERAL NOTES: BERTHA H.V ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUIOING CODE.THIS ACCORDION SHUTTER SYSTEM SMALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES, DESIGN WMA LOWS SHALL BE DETERMINED AS PER SECTION 1620 Of THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REOJIRED BY THE JURISDICTION WHERE SHJTTER WILL TABLE OF CONTENTS BE INS ALLIED WITH A DILECTIONAUTY FACTOR KA-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 A 70 N ORDER TO VERIFY-14t ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.O. DESIGN WIND LOADS AREA ,: HV BLADES CL AE A BY MULTIPLYING THEM BY 06 N ORDERTO COMPARE THESE W/MAX. (ASD)DESIGN PRFSSJRE RATINGS INDICATED ON SHEETS 11 THRU 13. 19 k 20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D..AS TESTED. WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS IM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS HOWEVER,A WIND DURATION FACTOR CO-1 60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 KRTHA II V ACCORDION SHUTTER SYSTEM'$ADEOUACY FOR WIRD AND LARGE MISSILE IMPACT LOW HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1 2 OF THE ABOVE MENTIONED CODE AS PER n.PKAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATI REPORTS TYPICAL. WINDOW BLADE A WINDOW UE1N1 -HV BLADE I_I) /0214.01 C3. /071501-03, /1004.01-05. /121401-05, /0317.02-06. 008MOI-10 AND/0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE J,AND HV WINDOW BLARE ; AND E-1996 STANDARDS(MISSILE LEAL D. WINO ZONES 1, 2 A 3) A 01720.01-10 AS PER TAS 201, 203 A 203 PROTOCOLS LARGE MISSILE. (WHERE APPI I(•.1REC HV WINDOW RAM ®0050501-D6 AS PER ASTM E--IBB6 AND E 1996 ;MISSILE 1FVEL D.WL40 ZONES 1. 2. 3) BASIC PROTECTION ONLY AND / 0725.01-ea AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION A NOTES ON LOCKS SHEET S INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV BLADE(D AND HV WIADW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LAIfAT10NS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 3 BERTHA H . ACCORDION PINS (INV SCREMS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL. BE 014.2.75'AND 014.1.75'RESPECTIVELY, 410-HT MINIMUM SERIES ALTERNATING .V STAINLESS STEEL SCREWS WITH 135.0 Kei YIELD STRENGTH AND 160 kai TENSILE STRENGTH. PINS SMALL K COATED WITH BERTHA HV DACROSHIEID COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALLTERNATING DETAILS MV 374007 9 COATING APPLICATORS. RFOISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PMS MUST BEM THE HV MARLING ON THEIR HE/y` ENO CONNECTION DETAILS 1-8, CONCRETE/BLOCK 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-TG ALLOY IS 30.0 kai AND 35.7 Its, FOR MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY, ANCHOR SCHEDULE- CONCRETE A BLOCK SHEET 12 5. ALL SC"TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ki MIN YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE A BLOCK SHEET 13 AND SHALL COWRY W/FLORIDA BUILDING CODE SFCnON 2411.3 3 4 ANCHOR SCHEDULE- CONCRETE A BLOCK SHEET 14 5. BOTS TO BE ASTM A-307 GALVANIZED STEEL, OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM Y.ELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE INE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS HV BLADE (t,) : 12,13.14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 MV BLADE A WORKING M UNISON 12, 13 A IS INSTALLATION DETAILS S-X, WOOD SHEET 17 ENO CONNECTION DETAILS 7-12 A X. WOOD SHEET 1B B IVIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S PATENT 06'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S.PATENT /5'458,179 ISSUED 10 EASTERN METAL SUPPLY' INC' AREA Z: HV WINDOW BLADE JA ONLY 9. IT SHALL SE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEK/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION TYPICAL SHUTTER ELEVATION SHEET 19 10, EACH UNIT MUSE BEAR PEPMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PEF400S Of HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, YJST PROPERLY CLOSE ALL HV AND HD AREA 4: HV WINDOW BLADE n ONLY CENTFRMATES AND ENRAGE OR LOCK ALL HV AND HO LOCKS. 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 BUILDING CODE. ONE LABEL SMALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 12, BERTHA H.Y.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PRONGED 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.O. (b) CONTRACTOR TO BE RrSPONSIRF FOR THE SFIECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Of THIS PRODUCT, BIASED 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 SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY'. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)TNS P ED WILL BE CONSIDERED INVALID If ALTERED BY ANY MEANS. (0)SRE 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 BE $PON$IBIE FOR THE PROPER USE OF THE PCD. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P E.0 ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e)ORIGIINAL P.E,D.SMALL BENE THE DATE AND ORIGINAL SEK AND SIGNATURE OF THEPROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone INN�•` �l y :2017 T11TECO, INC. C2017 EASTERN MAETAL SUPPLY, INC M4.L 1�Q: ��CENSF •.�9 �� TM FTIL E C O �N�. A.S.S.A. Accordion Shutter System H.Y. anDf yl W�oR W/0 Liv. vANDOW aJLOE ` * American Shutter Systems �J TILl1T TESTING t ENGINEERING COMPANY Y Ev. xscWnloN a.0 DRAWN 9Y .C. ••. A� 6355 Nr 3NT SL.fM.303,HaarW.ONMO.S.FIOIKA 33144 Association, Inc. 1 0'_D 15-Cas 7/27/1 DATE 07/77/17 Pharr (305)871-1530 .Fa. ;305)671-1331 4268 Westroods Driae x A!` ' AA a-ar1.. Nt"14l r.cwo West Palm Beach. FL 33407 3 DRAWING No 'fsS�DNAI� \FIIH W719 ALrERB-OWA I.LrT r.P.E 4 17-107 FLORIDA L,a. 0 4.167 S SHEET P.E. %(t�11`6RQDATE 1 e1 or 20 I J -3V rpl wwo RMC VAR[S N" R �T• "I x.06 •`°S —I I ' L •3es- _ _ L 1.16�z_ 9- ♦ �L. HV SOLID BLADE HV UNIVERSAI FLOATER 37s, 0S HV 90 f t a0' "TER COVER )UNDER US PATENT / 5458(79 QUALIFIED FOR USE w/ HV BLAOE(i` QUALIFIED OR USE W/ it HV WINDOW BLADE■ 6005-TS ALLOY AMC) TEMPER v MOUNT MY RUDE ]� QUALIFIED FOR U ri HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE O ON SHEET 19 608J-T6 ABBLA A,�b TEMPER ,37' 6063-T6 ALLOY AND TEMPER ¢' ,. . 11♦• "4 72 • a♦2 . � t � Rp9z2._ t 7 HV ADJ. ADAPTER W/.LIP g `� 12 -N h h ti QUALIFIED 75 BPOR DEufL vi HV —'920 HV WALK OVER TRACK ©HV ADJ. FLOOR TRACK 6063-16 ALLOY AND TEMPER QUALIFIED FOR UCH W/ HV HV TRENCH TRACK -7ss QUALIFIED FOR U E W/ HV BLAOE(7; QUALIFIED FOR USE W/ HV ' 6061-T6 ALIOY AAD TEMPER BLADE t Of n ONLY. HV RAINGUARD 6063-T6 ALLOY A D TEMPER 3 VARIES 'r11' T 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE( ) VAMES 1_936" 6063-T6 ALLOY A TEMPER 063' 063' 093' ekq:6706704 1.666- 670 11;fIV CEILINGHEADER HV HEADEgfSLL I HD 11NG H ADFRAIL ' Q&6FIED FOR USE W/ HV BLADE�,:ONLY, QUALIFIED FOR USE W/ HV BLADE:i ;ONLY -�++� TY'" 6063-T6 ALLOY AND TEMPEIN QUALIFIED FOR USE W/ ITV BLADE n 114, HD WAL HEADL���I 1 SEE SECTIONS FOR VALIDI SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/1,1+ 6063-T0 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPER BLADE 01 ONLY. 6063-TG ALLOY AND TEMPER H Y All t ! COMPONENT A 9 T, T2 F11 x Y t ,• ,• .062 © 2- 5•YAK. 1/8• 1/6' 2' 2 125• 3- 1 3- 090• 13 2' S'MAXI SIDE ANGLES 0.192'fa,9902'QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.e• 7MAX.I 0.190• CORNER POSTS BLADE�1) OUALIFIED FO$USE W/ HV - UAUFlEO FORW/ HV 6063-T6 ALLOY AND TEMPER RUDE 1 ONLY. AtAK. 0.139' '0 131• ALLOY AND TEMPER 6063-TB ALLOY AND TEMPER 6063-T6 f"000 _ FLORIDA BUILDING CODE Non Nigh VelocityHurricane Zone I1 C ,111 ,Vk A.' .•- 02017 TKTECD,INC. 02017 EASTERN YETAL SUPPLY, INC. �P .1C EN /moi .`` . 9 BERM JqVTM L 11 L E C O INC A■S■S■A Accordion Shutter System ■ TLV. BADE /1 W/DR W/O RV. WINDOW MADE L• �� /�� t* TILUT TESTING 6. ENGINEERING COMPANY American Shutter Systems afC61►TION wi< DRAM fr. 6C CCIU1g7J►� 63ss mow.xu.x.6,,.„s.I,:..•. Association, Inc. cv166Rs,rLa6cA u� , 51-11-00.5 7 7, DAT[: 07 27 17 Pnon. (3os)en-u3c.Iu.: (306)071-,331 4268 We^,trooas Drive 2 -- Ar West Palm Beach, FL 33407 []3� E6-0006719DRAWING No /011WALTER•.nI UT Jr. P,E. '7—'D7 =E/DATE rLOR�DA LC./4167 SHEET 1 2 OF 20 r_-2JI3. 743" , T Mr MWDIRCAO[D 09 CARSL __.. .f.Y.f. t7,NKL 1{•-}6.. 66 8 { U nv. I 6oao v.7nfo tAsr -L' 0B7 w " E '325- .316- { •AP rf R -611"6 Cna6p MW CMb[P HV CENTERIIATE_ _ a �,M(CHRM _ (0140YC�AITD) QUALIFIED OR USE W/ HV BLADE,1 k Ir ONLY 22 HV FLOATING CE T� ' ,,J '� ye 3 _ - ® ® HV ECREc_e_ LOCK 8087-TD ALLOY AND TEMPER OUACIFIED FOR USE W/ NV BLADE 1k v ONLY e ;.e^s•. pUALIFIEDjOR W/ HV QUALIFIED FOi7 USE W/ HV 6063-TB ALLOY AND TEMPER �� BLADE J kl ONLY. BLADE 1(� ®ONLY. r OOALIFIED FOR USE W/ HV BLADE.I.ONLY _ --750'O.D. 6063-TB ALLOY AND TEMPER `• 16' PLASTIC HEAD ` ry r 4.O4S' 7' MOLDED T:; ,`■�I�—��!+j_T7 T 7scut.: P •f` =36a"AFTER RINET610 1/4"P-20 x 3/4" BEFORE RWoNG -1 S. 14i S. THUMBSCREW 11400-20 RIVN ITB 3II _I ••.Ju(2021-T7 ALLOY)LAIIOE 7WIOE THIN A $�C ET W7$LR+.PART/0620.As MMIUPAOTum 6Y AgwL PIAN rR071t[L[vAT,ON HV MALE 'T' LOCK CEN19RMATE 4.566" •a- CHERRY TrYTORN,PANSAKNY.N(W JVtSL'r 07W4 OR EOLML LOCKER FOR 'T' LOCK CIFNTERMATE QUALIFIED FOR USE W/ I-V BIAD'_ ONLY � HV FEMALE "T" LOCK CENT RMATE ® HV "T" LOCK V ALTERNATIVE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY QUALIFIED FOR USE W/ HV BLADE 1;ONLY OUAUnED FOR USE QUALIFIED F0�USE W HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' W/HV BLADE C1 ONLY, BLADE 1 ONLY, 1 61 1911- F 9+7" g 3.+67 9 06'' Yd1A,i2 O wwAAtt 714" gi .063 -' - !' 4321 i_ TM214 LINDDR OR I .062" KEY CYLINDER In RrKo els'w� ' 3.2 HD CENTERMATE W� LOC•KINr ROD 000 I?s �a.. OUAUFIEU IOR USL W/ FN BLADL(�d: A QUALIFIED FOR USE E HV BLADE`/'1`F''A�-� I 6063-T6 ALLOY AND TEMPER ND CENTERMATE4S INSERT "� VARKS, 12'MIN. 6063-T6 ALLOY AND TEMPER , 3/6•P-p QUALIFIED FOR USE W/ HV BLADE,1 h rj.3 tAOCTAl•20 � I 11 6063-T6 ALLOY AND TEMPER _ (1Q OCT 11�7 THUMBTURN �� CYLINDER _ OR CYLINDER NDER LOCKING ROD n, - 1.78 M6.. QUALIFIED FOR USE W/ HV BLADE'.11 p'R'� t/4"6 ® HD LAS( 6063-76 ALLOY AND TEMPER ACETAL 5. HV LO AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. SS INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS -RI TijumssraM QUALIFIED FOR USE W/ HV BLADE 1 k A DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR HV BLADE i I QUALIFIED FOR USE N1 HV BLADE.7 f 11��OA BUILDING CODE Non High Y OCRY Nurricane Zon@ 'III Ilk 111'P\'V-P �14Z; 010+7 TRIECD.INC 02017 EASTERN METAL SLR'Plr, INC, �6 - jENASSA —,.��_�_1 L E C O I N C Accordion Shutter System H.V. BLADE #1 W/QR W/o RV. WINDOW MADE * TILLIT TESTING t ENGINEERING COMPANY American Shutter Systems Association, Inc. , 01Yr" ` L.C. 43!$n.w.x,n.R..5,..303, .Fe. OA 305)6 RORM s3, OLD 15-085 7/1 6RTC: 07 27 17 ,�2 PrmR 13as1e7+-ts3o.EMO:(3oskn_,s31 4268 Westroods Drive = �� • .......... OR :'�.FRA` R-4�dt_ 6 West Polfn Beach, FL 33407 s ,• -� •Q \/ffR RALIOt I-TWTW67 Jr.P.E. 4 DRAWING No P.E. ° AIdA Rf�&TE FLORIDA Le.1 44167 6 SHEET o" SHEET 6 3 OF 20 NUTTER ASSEMBLY SCHEDULE H V 1 H V 41 12'MIN, E 4 -® ;I: TO BLADE T L .0625' O HV BLADE • 1 .Len•- - - II NV WI BLADE .O63S" ®- HV BLADE to - ON .0675' t o .0625 ® HV LONG RECESSED NYLON BUSHING %=x KKAWS_ ^e OPENIN I X25 1871' HV SHORT RECESSED NYLON BUSHING �) I Y J 0.062 ® HV NYLON HAT WASHER O OR ® I fUr PaRraN Rt�Spp!� 4� HV WHEEL CARRIAGE AISI 302-303 SERIES j I n 4 ,!. yl -V� > a s°• 0.870":3/16" THICK NYLON WHEEL. ` ® n N 2 7/�,j i Nv WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS .315'0 _ SEPARATION •3. BETWEEN I - t�--��N .0625' 3,7300" ® HV 1 3/4" ACCORDION PIN W/ /8 HEAD * EXTERIOR --t BLADE ! D625' CENTERS 74 " ® HV 2 3/4" ACCORDION PIN W/ /8 HEAD s —...,I ` - 4 _ _F.POLYCARBONATE IMPACT RESISTANT HV WINDOW — PICAL HV WINDOWB AnF AND POLYCARBONATE HV WINDOW DETAIL ®� ( OR (9 (SEE NOTE FOR I ---—. .--. OUIREMENTS) DO ® i *POLYCARBONATE IMPACT RESISTANT HV WINDOW 4. BAYER MAKROLON 3103 POLYCARBONATE 12'MIN.CLEAAWCE RESINS, UV-STABILIZED GRADE OR SABIC * 5c --- TO eLADr T1orrpm INNOVATIVE PLASTIC LEXAN 103 RESIN Hy 0 HyI O OR ® I ! �_ -' (SEE NOTE "F" ON SHEET 19). (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR ® ��0 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR ® POLYCARBONATE SOURCES FOR 4 HV ® BLADE. APICAL SHUTTER ASSEMBLY ! ! EXTERIOR DKr ....R°.oNto (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT NV PBI©°E AT KN[ORL Wim. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 90324•_ BLADE'S KNUCKLE. !» BLADE WHEN CORRESPONDING TO INSTALLATION "ll". SHEET 7. �. (SEE NOTE a root 9718718 tewA t A9rM ora Dau•/,' COO•!' .048=- 0 REQUIREMENTS) I�illlilL: TYP _ I I Too"1Ktn Mm. .tn MU s.ao oar 9.500 rw;, (3) HV PIN ® OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 RIORML "°QN"' aD •61Yp1.0 t•5�... 14466 .... �� .-' .tiANleAI Yad4u6 Asn 07to nw.o06.,� 71.8.000.,.;. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET ® Yma110 law ARTY m6a .e rr-•�., l7 rt-►M TCT DTTcaeue.inKeKclmlmcc WHEEL CARRIAGE DETAIL " swa ocam AMM 02.3 41,2 K e4A II MAK ASSEMBLY LAYOUT Mr[ OF 1114.01M 491M 06.33 c-,CL C_1 qq6 sw 1011"0" AVIV Olin 10A01 330'1 KFABOKKk AM 6166 It d"SIRIN M Arra)K9A AM Ot 9307 t; HV BLADE SOLID & JA HV WINDOW BLADE DETAILS N.T.S. etlpNr' 'u FLORIDA BUILDING CODE Non N. h Velocity Hurricane =one e ENS,` X017 TKTECO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTH 9 HVT1 IILIE C O LMS. A.S,S.A. Accordion Shutter System RV. BLADE #'1 W/OR W/o H.V. WdIDOW BI-ADE :•Ar S� TIWT TESTING A ENGINEERING COMPANY American Shunter SyIItems try.Y Desc,,,rg11 -wT[ DRAWN C 6355 Nw.36m Sc.w.nos.MKo66A CAROMAANWA 3J, At>•OCIC110E1• Inc. I OLD 15-085 7 27/1 wm 07/27/t7 PMn. (305)871-1530 r6.:(x5)871-153, 4268 Westroads Drive 2 s/ONaL E:,,'1 •'"0 1tice719 c•^ west Palm Beach. FL 33407 3 DRAWING No Ee-0006710 '7-107 WALTER A TWT Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA Lic./44167 5 SHEET 64 OF 20 J w • -t.", •NOTES ON HV LOCKS AND CENTERMATES• ,—poll rl �w y 1. IWf]ATORY CO►IDEiION it: ONE HV LOCK, a SMALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12•ABOVE OR Bf,LGW 2 OF SHUTTER SPAY FOR SPANS UP TO 105•,AND FOR INSTALIATIONS AT ANY ELEVATION. HV LOCK�O or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO to OR nn CENTERMATES W/(2) 1/4'0-20 x 1/2•LONG FLAT HEAD S.5. M.S- LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. i � ym� IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV w M,3 OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES Q1 I ORSHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCA OF BE 5HAL_ HE AS INCICATED ON 'YPICA. :MUTTER ELEVATION i I 3. 0111110NAL CONDn1ON /2 (VALID ONLY WHEN MANDATORY...COND(TTON /1 OR LJIYIED MANTdtY CONORIDM II � S1 LOCKING RODS 35 ARE NGT REUUIREL ATJfURRIGWE POSITION, BUT MAY a' USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE, LOCKING RODS 7�OR AN ALTERNATIVE DEVICE MAY ALSO BF USED AT STACKING POSITION (NON``HURRICANE POSITION), 4. MANDATORY CANOETION/22 ONE HV LOCK tN�j SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN yyy AND INSTALLATIONS AT AMY ELEVATION. FIV LOCI( {W*SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ` ATTACHED TO 0)CORNER CENTERMATE W/(2) 1/4 4-20 . 1/2'LONG MT HEAD S.S. M.S. TWO LOCKING RODS SS 3FA AT TOP k BOTTOM SMALL BE USED. LOCATION OF LOCK SMALL BE AS INOICATED ON TYPICAL SHUTTER ELEVATION. S `C-� �} MAXIMUM SHUTTER SPAN SMALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12 till SI S. q # ONE ALTERNATE HV LACK MAY BE USED IN LIEU OF HV LOCK w 3 FOR ANY SPAN ANG plat- ;4 a� INST Ir.K)"S AT ANY ELEVATION. AL RNATE LOCK MAY 8E US ED AS AN INSIDE OR OUTSIDE LOCK A'TACHMENT $e 11 OF 1/4'0-20.3/4 5.5. iNKRLIBSCREW TO�1 OR CENTERMATES SMALL BE MADE W/ 1/4'4-20.3/4' ALUM ti 3 d IrvD 8$? RIVNUT AS SHOWN ON SECTION FIVE, SHEET B ON LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 ( - .,8-0■ LOCKS AT 1/3 OF SHUTTER SPAN, ` 'g, gED A7 1/2 OF SHIfTTE03 FOR KEYMONE OR12' ONE HV LOCK��or�$01 26 SHALL BE USR SPAN FOR ANY SPAN AROVF OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO W,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO�1 a SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 . 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICSHUTTER ELEVATION. USE OF LOCKING RODS}@ W/ fC[EMD—) AL j OR V TOP ANO BOTTOM IS COMPLETELY MANDATORY. CONNECTION DCTAIIi ON O N [ M 1 J K L Y 1' ♦ 0 ♦ Y W X , .I= J •NOTES ON HV "T" LOCKS AND CENTERMATES: MEONT. �•I OF CORNER 1ANDONLY -- •�..Klp,„____ CENTERMATE ONE ALTERNATE HV -r LOCK MAY BE INSTALLED IN LIEU OF NV LOCKS a OR $ FOR ANY SPAN AND INSTALIA'ION AT ANY ELEVATION. Al NATE LACK Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK LTO INCLUDES USING REINFORCING LOCKS 4A• AS SHOWN ON SECTION HVG. SHEET 9. WHICH MUST BE 1U 0• 3p Nr CONNECTED TO CENTERMATES®AND�@,W/ 1/4.0-20 . 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'0 . 3/32• WINGNUT OR W/ 1/4-0-20.1• S,S.M.S. INTO A 1/4'0. 5/8•RNNUT.-TOCK MAY BE INSTALLED AT MIDSPAN OR 12' U•C7I • I�:w(6�•�;•®a MAXIMUM ABOVE AND BELOW DSPAN. USE OF TWO LOCKING RODS 135 TOP AND BOTOM IS MANDATORY. ca ®•. 0•®• a19 "NOTES QN HD LOCKS A CENjERM,6TFiS'. 1 HID ?d W!1. TMNAT a jt 01-112 W/ IA ONE ALTERNATE HD LOCK(,14 MAYBE USED IN LIEU a TYPICAL 1,) HV BLADE SHUTTER ELEVATION Hv LOCKS 24 CR 25 FOR ANY SPAN AMC) INSTALLATIONS AT ANY ELEVATION.ALTERNATE MD LOCK Y44 MAY BE USED AS AN INSIDE OR OUTSIDE,LOCK. ATTACHMENT OF MO LOCK LTE'TO�S IS W/ 3/8 ■ 3/8•F.M. 5.S.M.S.. AND INCLUDES N.T.S. REINFORCEMENT INSERT 31 AS SHOWN ON SECTWNS "DO-HV6 AND HDC-FMC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS.9 IS COMPLETELY OPTIONAL. RJJAAAJUAuii.. FLORIDA BUILDIN on i h Velocity Hurricane one IIIA �r- 12017 112ECO, INS 020,1 EASTERN METAL SUPPLY, INC VCENSF•,✓9 i E T,, 3 A S S A Accordion Shutter System H.V. BADE #1 W/OR W/O FEV. WNDOW BADE * ; American Shutter SystemsKv.Ok 09SCIIIIII'To" DATE DRAM SY LC. TILLIT TESTING k ENGINEERING COMPANY eJaS RK.wx.St.,w.105,vW.—GwDENS,n Cc S•.,e Association, Inc. t OLA 15-085 7/27/, arc 07/27/17 Ow:•.4� A a268 Westrocds Dave t A PnerY:(xs)hl-uw ro. - (SDs)e71-lvl DRAWING No ...... e A •-maNl:w,«oeo•�o� West Palm Beach, FL 33407 s ``ss�ONAI`e \�,`'A WALOgIW LTI UT J, PE s SHEET o� P.E. SEALJSICITd�fURE/DATE 4 5 Or 20 ­CONCRETE ANCHORS POURED CONCRETE POURED FOULED OR CONCRETE BLOCK CONCRETE \ REOU TE J (SHEET 1SSiStEDUIE REOVIREO CONCRETE ANCHOR$ t, 1/410-200/4" L A[r N[0x30/4"5.S. CONCRETE ANCHORS rat (SEE SCHEDULE ON W/ 1/4'-20 �\ (SEE SCHEDULE ON SHEET 13) '\ (SEE M7UIaN0®aw SHEET J) SHEET 13) I NUTS• 12.O.C. t. !- -- - ,�oRI'j4) r. wta 1/4•0-2ox3/4'S.S. I' '" I EO E MACHME SCREWS ... _ ____ _rO O I "' f USING 1/4, NUTS 1B E.P,. I I .250'Yax. • 1 3 DR 5 _ hrCl)3r- 250'Max. n -250• IMoOPTg1MLIN AAAAAIxW GA6��,wmAt a s.An _ ,noOOE Mo --�OR ®• MIN. SEPARATION 10 GLASS1 �'�n 1 ��- SEE$CI•EDVLE ON SHEET 11)' EXISTING I 'I; EXSTING �---( GLASS i 9ADPS SIA I MIN. SEPARATION TO C1A55 —(SEE SCHEDULE ON SHEET EXISTING GU55 A HV WALL HEADER INSTALLATION (}]�-- 1 C)HV WALL HEADER INSTALLATION e71nu ✓ HV WALL HEADER INSTaI ILLATION i KEYSTONE �- ... UN SEPARATION TO CLASS A --(SEE SCHEDULE IN SHEET S �• MM.SEPARATION TO GLASS ' 1 1I Ex57MG_ ) 1 `(SEE SEPARATION ON SHEET 11) CLASS _JL OI h EXISTING 1 GLASS— f OP1101ML .� E.1D.• E. O.• 1 r- I i I I/4. O-TIONAI 1/1"Ma.. Max. I G• I I F.O. ,, 13 04 II ,r ti • r, E D L 13 0R 1/4'4-20KS/4"S.S Mrl. EO— PEaLUPS TRUSS HEAD 1/4'A-20x3/4'S.S. PNIWPS Gq MACHINE SCREWS USING CONCRETE ANCHOR$ ._. , CONCRETE ANCHORS t% 19 _TRUSS HEAD MACHINE SCREWS I 7"_ 1/4'-20 NUTS O 12'QC .�(SEE SCHEDULE ON (SEE SCHEDULE ON SHEET 13) Min. POUEO CONCRETE SHEET 13) W/1/4'-20 NUTS O 12'O.C. PCURED CONCRETE_ 1 OR CONCRETE RI.00K • I OR CONCRETE BLOCK MALL REWIREDb HV WALL SILL INSTALLATION (�carTEDU HOS REWIRED POURED CONCRETE SHEET 14) T HV WALL SILL INSTALLATION CR CONCRETE BLOCK WALL REWIRED (E HV WALL SILL INSTALLATION eTIDN NOTE E SHIErT;.NFOR PI AL SHU5 INSTALLATION DETAILS W/ 1- SCE SHFPT 4 FOR TYPICAL SHUTTER • E. 0. - EDGE DISTANCE ASSEMBLY �UILIX LMRATCNS OF USE FOR 2- MO LIN TING SECTIONS CAN 8E C0481NL'� (SEE SPECIFICATIONS ON SHEET 13, FAQ GN SHEET 191 IH V BLADE IN AM'WAS'TO SUIT ANY INSTALLATION. AA _ Lt' P A ! FLORIDA BUILDING CODE Non High Velocity Hurricane Zone \\\tL •''�,\C ENSF••.•'�y coo. .I+rc, u: 02017 EASTERN METAL SUPPLY. INC. \ w S . TN 4 A■S S./(iAccordion Shutter System L E C O I N C. FEV. 9-411 /1 W/CR W/o FIV. WNIXIN RACE •'�Q tA� TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems Lr Y v. DEacRtmoN DAtt DRANO ��•.. CQ �• 1, 6355 N.K 55th.M.SH M.eRUNn OAADD6.FLORIN 331 Association, Inc. i OLD 15-085 7/27/1 PAT[: 07 27 17 Prwr,• (305)071-153(1.Fa..(3M)871-1531 4268 WestrOOds Drive 2 Lr/OMAI EN ,1' 00067'mswn West Palm Beach, FL 33407 3 DRAWING No '.� EB-O000J19 17-1C17 �••.AA•rr7r•••r WALTER A.TRL1T-P.E. 4 P.E. SEAL/SIGNATURE/DATE fLON1p`L "1°7 ° SHEET POURED _ --- --CONCRETE ANCHORS w suvr1417I —_. CONCRETE -- (SEE SCHEDULE ON SHEET 13) ;soQR4E N� 1 OR oe ' --� M GLA" EXISTING ,^ I ' TAY NPA110X14 T., I EDGE OF M.MAX OMO GLASS{ as' �'YIQ SO4Dw w SLAB If 10R rQr H tvrwloll 3 eKtr•�, �, r---£. D.• APVUU6LE EXISTING s�Rt(,� 'tee wAx ) ,TJllh-s_ S ALTERNATE I ANCIgR ;; - I I E)(ISTINC 1 ;i Ar�cN 1 1 1 CUSS- �TEK/l().3/4•HEX WASHER HEM " -' i' SC REwS O 12'O.C. '' ' ' ), /RLI uIti CONCRETE A1ICNORS - 8 `j DGE OF II I 60- 7 ) - (SEE SCHEDULE ON SHEET 17) E EU SLAB APPLICABLE I : IF EXISTING " i, iIi EDGE IF 10 EDGE OF--�- � 1, SLAB IF SLAB IF EDGE OF 9OA101I 1 - SUB IFAPPLICAPPLICABLE �C 0• foew pI ow POURED -_£.0.4,J POURED FIAT HEAD CONCRETE ANCHORS e , CONCRETE CONCRETE It RINI am ow It Ab 1 OR ______ _.,_,_._� REQUIRED REOUHIED (SEE SCHEDULE ON SHEET 14) NIO6LDLt I R[pJM 0. 0'. -I FIAT NERD CONCRETE ANCHORS ._... (SEE SCHEDULE ON SHEET 14) J TRENCH INSTALLATION HV WALK—OVER INSTALLATION ennN VALID ONLY FOR UP TO +70, -75 PSF A.S.D. ® HV FLOOR INSTALLATION t DESIGN PRESSURE RATING a FOR SPANS PER G HV CEILING INSTALLATION SCHEDULE 03, SHEET 11 EXISTING YM OMIIOF .*>t r4R41AfR CONCRETE ANCHORS CLASS-� -lui k. A CIAN OO (SEE SCHEDULE ON '`----M 60401AasF� 9 t SHEET 15) 1/4Y IDM 91ALDa1 bpCpl•// )ExImm EXISTING LXISTINGTwIW01YOIASS GLASS -;��M sm 11 _ '1 GLASS __ -- �T ./4irailolsMr 17V.•Lw.D�wrt �i Ertt vP,mIAL w fc0 I,) ' ac.FDR UP TO F-0•vw Me '' I e ac MR Mm Lwa 11451 1/4• rf f:1 W-c•LP TO r-C vm NRY-7 MAX. LI XkW At b.FAIR..ICAO , 4 8 _ 13' I� • / I --T WASHER MEAD E. D.• ,)t ICOR IMWINI i f gr 3 ,•1/1• rN TEX SCREItS C'— CONI.SEA1ANr E- MAX. /14s3/4' HEX HEAD • 12'O.C. ..+•-�i 8 �, �I T 1 9'O.C. OR 1/4'8-20 5.6,Y.S. CONCRETE ANCHORS Ie _ - ,�•O Try /14X3/4'S.D.S. __ i i I I I 1/.•r-iD.SH•s Ls w/MUf•9'O.C. (SEE SCHEDULE ON ? t/ - v •9.O.C. ' iT 1/4 1 SHEET 14) ,. O - 1/2 `___ MOX. �. �0 11120.0.Cy-20 HUES _ I EDGE of 17 GR 18 1/2• 1' -17 18 'F, 2.00'LAN. \ , 14X3 E.D. SILL) ' 1 7/B' ) 7/B' APPLICABLE- --_ \ s ! /+'F.H.S.D.S. IMV. -CONCRETE ANCHORS SEE NOTE 1 D O 9.O.C. P0151ED OOILCIRTE "z.0. POURED CONCRETE- (SEE SCHEDULE ON ON gHEET j() `SEE NOTE 1 D •+• _ REOIIMm OR CONCRETE BLOCK SHEET 14; POURED CONCRETE-\ ON SHEET I I• , —�"-- REWIRED OR CONCRETT BLOC, ovrpTl4�-� POURED RECUIREL' LKEYSTONE MOUNTING INnAI I TION -'„-RT1T KO HV WALL FLOOR INSTALLATION HV WALL WALK- INSTSI(erinN 'I A D _N,PRESSE .A., ::.:.. T. MWM{N SHUffER SPAN S'-D• HV RAINGUARD INSTALLATION t HIM. T•US INSTALLATION SHALL BE 1107E FOR !iO' IW'y)Lcf S[CTiONS - . EDGE DSTANCE tREMOvABA WHEN PERFORM[D I- SEE Sh4 FOR TPICq SHUTTER r ;SEE SPECIFICATIONS ON SH-r 17; ADJACENT TO AN OPERABLEEXIT SEE LMfAT1M OF USE SOF '.hKX`YQR E"`"""`E B`"°E�°"�"�"9INSTALLATION DETAILS W/ 1 HV BLADE 2- YOIAYTECTIONS OAN BE CGMBINEO --IN ANY RAY SUIT ANY INSrALLAT10N. IIIIE A. . FLORIDA BUILDING CODE Non High VelocityHurricane Zone 1 � a ••�,10ElVS�;•,•✓�L? 02017 IITECO,"C. C2017 EASTERN METAL SUPPLY. INC. !! Z:11ZA.S.S.A. TM * Accordion Shutter System ECO 1 N C. H.V. BLADE #1 W/OR W/0 RV. WINDOW BLADE 7'0'; American Shutter Systems r,,N DEscRI.nom BArE , Lr_ Q. ,� TICCIT TESTING !k ENGINEERING COMPANY -A- 0 A 44 LAA esm Nr.— S'.sv xs.Hh w G DENs.rL,,,M J]1 Association, Inc. I OLD 15-oa5 7 7 1 are: 07/27/17 Ph.- (s05>)vt Is3c FRr pos)en-,ss1 4268 Westrceds D,,,e z /Op��El16,4I'4 coo�i o eom West Palm Beach, FL 33407 s DRAWING No EB- 17-107 '•,'�'� IIR/FI•j4r WALTI71 A TILLIT:r. P.E. 4 P.E. SEAL/SIGNATURE/DATE I FLORIDA Uc.!"Ill? ' SHEET 8 LOCK SEE END INSTALLATIONS W/ n H V SEE NOTES I Roos Q. ET u3LOCO®a AIA)ALTERNATE NV I.H ®ON MLT S. OUT E%ISTWG Gass BLADE SLACK DETAIL HW N b VALIDVALIDRXt ILL � _.. �N__ -- BLADE WZ HV CENTERMATES CENIERWTES.PnCoaN.RM OLADEo OR 2 SEE END WALL CONNECTION EXISTING Goss DETAILS ON SHEETS 10 & 18 2'.'0/1'10'- O•®n•®-®al®•�$ .- 3 1/1- Y (60ss-T1 ALuM ALM. OPPOSING SYMMETRYCAooCEN EIRMATES CENTERL (TPP/ean1M T Mw SEPARATION /taaJ/1-S.Ys.O 12' ! / TO GLASS (•11+0X,/Y s.Ms.ro O.c. ruu LZ / i W (SEE SC/KDIA.E a EACH AFIGLL.(1Yry # * _* ON SHEET „) C 5 -------- -- -------- ----- 1. ---- -- --I — — — — — -- 2• _ 431 le d�d©•OdO 10•®a .._�(� � O _"' _...�fa a © R QUT ® e• 1/_'1F� 10 ® ©'�©•©°" V HVA i dOd©• (�]�d�O 1() •®«V rEXISTING GLASSPO� CONCERE,E CONCRETE EOCK WOR ©.O •©a,©•O•®•6'—I ? — 10— — _ / ————— - ALL pE0U1�7ED _ _ _ _ _ 77�� _ _ r._.._ SYMMETRICAL—— — ——— (N L!'� ' «�' •®« Mw.SEPARATION 1 f CLASSQ ®A®•®_ap.p E%IS S O r® ®«� ®d0•©d (SEE SQL 5 + _J CI AGS nIoNAL ON SHEET 11) MIN. SEPARATION` • To cuss (ON scET1n oPnoNA� d0—� SHE ) I N\ pimeop — — — -—-—-—-OUT — — ------ Z — — ----- --- * 1 " .C. Z� 2 S wl J i 3 OUT 1 1/2-_MOI. SLACK OUT V(EXTERIOR) HVE HVF** FLORIDA BUILDING CODE Mon Nigh Velocity Hurricane Zone 02017 TX-i 02017 EASTERN METAL SUPPLY INC. IL E C 0 �1E A.S.S.A■ Accordion Shutter System * N.V. B110E/1 W/OR W/0 KV. WINDOW RADE ' TICCIT TESTING h ENGINEERING COMPANY American Shutter Systems Da3cNmo11 DATE DA 1 Association, Inc. , o.D 13-ce5 7/7/1OAta 02 27 +7 uss.• ,win.S,..S. xs,valenaA unoOrs.tuna v,e FP 4268 Westroads Crive 2veo„• (xele7,-iex Far Down ,e3, DRAWING NO AE "'NWest Palm Beach, FE 33407 3 +/GLIAL E ;-•'' WA:7ER BADT 9r.P.E. 17-107 1 FLORIDA u<. 1 1.167 3E. $EAL�SICNATURE/DATE a ALTERNATE INSTALLATION W/HV "T" LOC MALEZEEMALE "T" LOCKS CENTERMATES 6 . & LOCKERS 27 W/ 1 HV BLADE SEE.LHa_S.Qhff&T1ON DETAILS OH SHEETS 10-It: to INSTALLATION J , HV_ BLADE OUT BADE®SLACX Cv1 ++K.POCA7ED or peF 'W HD CENTERMATES If 33 AS NEIL AS.JWAXSM rLW"4 RAM®Wn +oD-r c. I+tr Tw D+'Ts s"EET'—°E i150`° n.s AIYEII•+A SFE EHD WA:! GONNEGTION- •®-©•0-©•©°' DETAILS ON SHEETS 10 TI N- O ®�® ®Q� (/eu-n wuM AYM. (O"Oft) UPMocpew ANOLL .ru «rw. s IN (4)ry IN (1)N.V. - 7 y1• PNf(iM) �IorArs LOCK (INSIDE) 1 Pte ) __ .. _ or wr 5 — 31mI� 3 31 et O 3fa � our 1/4' 0-20 x 1 1/2' S.S.W.S. 3 *ou mm s raft ry Locx®. W/ 7/e'/ x 3/32' WINGNUT. (onwAE)bQB_H1(@ OUT HDC—HVC r LOCK,ON PW D' aHV "T" LOCK (OUTSIDE) - RMSYMMETRICAL HD CENTERMATES SYMMETRICAL_HD CENTEAIES ©0 W1_& LOCK (EXTERIOR) W/�' LOCK jij1TERI0R) t+vAKc w..wr.�+A• /� (2024-n ALLOY)LO"rw�c +-u O1�"©•(Q�"L/-�'®� S.M Eir rAM1rAMPU F.w,C1.1— 1 T .",M,"r.wr—1c, ©•O7 ®y+©•O.®a 070SA d1 LDUAE - - - _� �.ac vnrrs a.ocvc Axs(8•w®+ac.s o.+rrr s - rs x n�.r c r.DEQ u7w•oo-�a n 34 09 ++.cyr-.A.curtw.rts.r.,urcws n+w AIMr Cli HDD—HVD'• IIIrAAAAAA��' FLOATING STACK /+ F A j FLORIDA BUILDING CODE Non H. n Velocity Hurricane Zone 1 r� TxfEC.: 02017 EA5'F'-•N MEw SUPPLY, INC. \\ �`V ENS• 2 F''. 9; E TM 4 3A S S A Accordion Shutter System I�L E_C O I M C. KV. BADE#1 W/CR W/o KV.WHIM BIDE / TILIIT TESTING t ENGINEERING COMPANY American Shutter Systems �Ng KSCWPT0r DAn DRUM @, D. •, �:' \ Association, Inc. 1 OEC 15-085 7/Y)1 aa: 07/27/17 • O P \\ S.DS rw sea s+.sr.ws.AwGArw.^.r+oENs.na•a�•,•. Pn„K (305)071-1530.FR. :(sos)en-�5�, 4268 Westroods Drwe 2 DRAWING No US CONAL EN�'� 1111 A-wiB coos7lo oa Nest Palm 8e0ch, Fl 33407 s 17-107 7-1 07 1 / rlrr' WALTER A.111L17 Jr. P.E. A r.rrr r10RQA:K./ut67 s SHEET P.E. SEAL/SIGNATURE/DATE 1 9 or 20 1 POURED CONCRETE AL '--POURED CONCRETE — OR CON CONCRETE --_.._ — ,—POURED CONCRETE CONCRETE BLOCK WALL BL CONCRETE �— OR CONCRETE OR CONCRETE REOVWED BLOCK WALLLASSREQUIRED BLOB(WALL REQUIRED —•—�"j BLOCK WALL REWIRED — EXISTING GLASS / CONCRETE ANCHOR� EXISTING GLASS _ � — GLASS o 1e•O.C. 2•AW. -�——r—� MN�ON _.!—_ ,i z•MIN.— %IsnNc auss TO GLASS(SEE Alrl> < 1• t' •� -S Ira SEPARATION SCHEOk L.E ON 9YF rj'' EO ro E ULE O(SEE 11 FOR SADE 0AND TO NABS(SEE MIN. 5>•AWATIM sotaaE ON SHEET 1/16•.3'AIA%. ON SHEET 19 47R S0EDUE ON 9tLr 1 TO CLAM(SEE II FOR RADE 4)AND (6063-T6)Co.: BLADES mt Q 11 sw 9� me li SCHEDULE ON SHEET (LOCATE AT ON SHEET 19 FOR ALUM. CLOSER ON S/EEr to 1/2• tt FOR BLADE OW4 fRA0F5 mt� PLATE (LocATE:112— s"EET 1 ' 1 eLAOEsme ` 9fFOR AT EITHEEL 5/M�E,I/2'Mel. OFg - Ia USE 1'OR 2'AWL.At0x1O2165.0.C. I I ----- GAS APPUCABLE)x2'xt e 0 2I ALUMINUM CUP ANGLE'x0 16•o.c. ---- 14 _- (6063-T6 ALLOY) AT MIOHEICHT_ (1) /10x1/2•S.M.S. rope: / W2ALL AT tT D.C. (LOCATE RAST TO O ( OR SIDE TCONNEC�rgN OR EITHER SIDE OF p) OR ®► OR SEE DETAIL% FOR-' 01).0-M-010- SEE DETA0.X F SIDE CONNECTION .e 7-e.{�•0°• TO ,HACKS - . e •0. SIDE CONNECTION 4 wOw©•OO^�e ®- 1 •0w©•Ow©.©w 8•® ©'�©•®� TO TRACKS 1 ®'©'0'LJ•l9• ®•Ow©.®wO.®" �j,� a ®.®w0'®'V'©w END CONNECTION DETAI T� END CONNECTION DETAIL 20 END CONNECTION DETAIEND CONNECTION DETAU POURED CONCRETE OR • REOURED ONLr FOR SPANS GREATER THAN 12'-0' -EXISTING GLASS CONCRETE BLOCK WALL EEXIA55 J —L_ / REOLNRED 4 Ira SD%PATM /10.1/2-SACS- TO ACS TO GIASs(SEE O T6-OC. YIN so6mnow Y 1i---.--'/ ---- - SHE 1 FUDE� CONCRETE 1/2-MIN TO GLASS(SEE ©OR®OR�OR ONCHEDLILE ON SHEET SHEET 19 FDR ANCHOR 0--� I BLAIDE j,Np 4 -__-- OR OR) OR 1 F:CH 9ADE5mk 12'O.C. 5 ON 94TT 19 BAS i6R EO m•O OR(p 1/2 MR - ._----- —-� ec t ----- f - - - - ---> ©OROOR�011 2•MNL. 2'MIN. •BLADE SEE 0AON SHEETS OF U 9 FOR � ^ (9-03-� "• VIEW OR ( PUN%fAlLiylr'e• OR DETAIL X _ POURED caNCREre OR -- _ pw©.0w e0'�.®' _.. .—_ Ow©•02 w eOwC�•®' ST F�01c'"° eLoclE WALL .pw© p �©Ou©w0 TION (D:@- HV BLADE OR HV WEADL IN INDOW BRIDE INTO CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL SO ®•�.®•®.®•®wQ ;®fEC 6 O (2' ' '® FLORIDA BUILDING CODE Mon H. h Ve oc 1 H.I,cane Zone ION DETAI EIA •''�j,CE/Vg'• ✓y�= 02017 TILTTCC, inc C 71:1! EASTERN 4ETAL `„ INC, * _ �FL ECO A.S� Accordion Shutter System S A. H.V. BLADE #1 W/OR W/O H.V. WINDOW BLADE 'P•'. •^rC�Jy' i TILLT TESTING A ENGINEERING COMPANY American Shutter Systems 4E7_H ocSCRlanoH oerl ORArN B.: e �O •'• j EE , Inc.fN••.�' EE 6�e6 M.�.J61w¢.lAf.305.wp6G GARpENS.Rdq•3LE AssociationInc ROM:(305)071-1530.Fox (305)871 1531 42E8 Nestrccas Cin:. ] ONAL E ° .- Ari I,d11 EB-0006719 West Polm Beoch, FL 33407 s DRAWING No •• ' flff/A••�L WµtEIT A TILLIT.N. P.E. 17•-107 P.E. SEAL/S& LIREAATE FLORIDA L"'111 44167 5 SHEET 6 10 SCHFQUL 11 SCHEMA F #2 SCHcnU F 83 VAXIMUM SHUTTER SPAN 'L+' OR -L-' MAXIMUM SHUTTER. SPAN* 'L+' 1MUM SHATTER SPAN*'L+' "t.). FOR INSTALLATIONS W/ Some OR -L- (ft.) FOR R 'L-" (1t.) INSTALLATIONS IN57uu CIFNTERMATIES' ® & ® or Or INSTALLATIONS W/ fAk CRETE & V!/ ONE H.V. LOCK OC Of ®Or 0rEHjCN ANSORY WOOD (1) L+. MAXIMUM ALLOWABLE SPAN FOR A GIVEN +fi LOCK W/ NO LOCKING RODS or ONE HV LOCK or or® « W/ ONE HV LOCKS POSITIVE A.S.O. DESIGN PRESSURE RATING, CENT MA10 28® 29 W/ ONE W/ NO LOCKING ROA ® N/ NO LOCKING WALL C. D. E. M. N, 0. P, 0, L MAX. ALLOWABLE SPAN FOR A GIVEN NEGATf.E I(D-r LOCK 30 W/TWO LO IOW (SEE NOTES t.tt) ODS or MOUNTINGK & L R, S, k V. A.S.D. DESIGN PRESSURE RATING. RODS 35 TOP & BOTTON EE FOR MwwrHoo / , I, It,SHEET 7) FLOOR CEILING (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR I15TALLA110NS CONCRETE&WOOD MOUNTING T• U. W & X WAILCONCRETE MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEIUNG: ASA.00111110 ti$A,pallet INSTALLATIONS WALL MOUNTING FLOOR/CELNNO /IlalslC WALL MOUNTING ngerlE GIVEN A P0SITIVE A.S.D. DESIGN PRESSURE RATING, NNDINITING 3k FAWN n00R/OELRO MOUNIINO DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. FIDON/CES _ JIG MOUNTING WAJ OR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. °A-> (•a-) (+a-) FLOOR MOLINTwc DETERMINE MAXIMUM SPAN -L-"FROM SCHEDULE l♦ l- L G (p l- L 1 (II) L (fQ t♦ L-(R) Q MAXIMUM SHUTTER SPAIN -L+-OR•L,-•FOR OR LE 16'-0' 16'-0' 16-0• 16- 16'-0' 16'-0" 30 16'-0- 16•-0• INSTALLATgNS IMO W000 SHALL BE LIMITED TO n"k MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE 35 14'-10• 14'-10' 15'-2• 16'-0• 35 14'-10- 14'-10' 35 75'-2• 16'-10- 105 P91, AS.D, DESIGN PRESSURE RATING. MUMUM DETERMINED SPAN BETWEEN -L+•µD 'L- -737- 40 t3'-10' 1J'-1D' 14'-2' IS'-2• 40 13'-10' 13'-10' 40 14'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 IS-1- 13'-1' 13'-4' 14'-3- 45 13'-1' 13'-7• 45 13•-4' 14'-3- t HV CORNER CENTERMATE #3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-S' 12'-5' 1Y-e' 13'-7• 50 12'-S• 12'-5• 50 12'-3- 13'-t• MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/COLING MOUNTINGS: 55 11'-10" IV--10• 12'-1' 12'-11' SS 11'-10' 11•-10" 5S 11'-1" 11'-11- SHALL BE AS INDICATED ON MANLIATORY CONDITION /2 FOR A GIVEN POSITIVE A.S.O. DESIGN PRESSURE 60 11'-4' 11'-4• I1'-7• I2'-4' 60 I1'-4• 11'-4• 60 10'-2' 10'_11' NOTE/S,SHEET S. RADNG 65 10•-10• 10'-10' 11'_1• 11•-11 85 - 10-10' f0'-10• 6S 9'-S' 10'-1' DETERMINE: 70 10'-6• IO'-6' 10'-9" tl'-S" 70 10'-6• 10'-0' 70 W-9' 9-4' L1+. MAX. SPAN FOR WALL MOUNTING INSTALLATIONS 75 10'-I' io'-1" 10'-4' n•-1' 75 10'-1 10'-1- 75 - 8'-9' La+e MAX. SPAN FOR FLOOR/CE4ING MOUNTING so 9'-10' 9'-1(Y 10'-0 to-9' tt EXCEPT THAT%kV WM SHUTTER INSTALLATIONS. 80 9•-,0' 9'-10' SPIN t+'OR 'L-'AND MXOMN A.S.O. DEEM 9'-9' 1(Y-5- 85 W-6' 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 90 9'-3" 9'-S' 9'-S t0'-1' 90 9'-3• 9'-3• OR CONCRETE BLOCK SWILL BE LIMITED AS FOLLOWS: RATING: -. DETERMINE: 95 W-0' 6'-9- 9'-2 9' 10 95 9'-0 e'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING Lr-. MAX. SPAN FOR WALL MOUNTING INSTAILAT10N5, 100 6'-9- W-4- 9'-p' 9'-7• 100 D•-9- W-4- LIMITED TO +64,-72 P.s.e. AND e'-0' SPAN, SEE L2-- MAX. SPAN FOR FLOOR 105 e'-7• r-1I' 8'-9 _ j7::-4_ 105 W-7• 7•-11• MOUNTING�ON SHEET 7 INSTALLATIONS, ICEIUNG MOUNTING 110 e'-4' 7'-7' 6'-Y 9'-2• 110 e'-4' T-7- FINN- MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE 115 e'-2• T_: 8'-4 8'-ir- 115 e'-2' r-r SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN Y1+, 17+ 'L,-'AND LJ 120 S'-O' 6'-t1' e'-2' 6'-0 120 W-0• 6'-11' - 125 7'-10' 6' 125 7-10 6'-6' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 130 ''-6" 6'-S' 7'-f0• e'-1' 130 7'-6- 6'-S- ALLOWABLE SPANµD NEGATIVE A.S.D. DESIGN MINIMUM PRESSURE RATING TO DETERMINE MAXIMLAI ANr,HpP 3S -T 6'-2 T-9 T-9 135 r-7- W-2- WIND ZONE SPACING +o =s• s-1 i-r r-s uo r-s s-I,• ASTM E-1996 SEPARATION as -r —V-,, r-s r-} u5 7'-3• s-9 TO GLASS S'- T-4. 7'_0- 150 7'-2- I '-2" S'-T 15555 -0- 5' V-2- 6--9' 155 r-D•- 1 THRU 3 .._tt' S'-?" 7-1' 6'-T - 160 6'-II' _ S•_2• 1-65_ 10' ...S'- - 7'-0- 6'-4- 165 6'-Ip• 5'-t• %'-9" 4'-1I R'-1I• 8•-2• 170 6'-9• s'-11' 7- � y- s'-9' e'-o' 175 W-7- 4._a. _ .-_ - 18Q _ ,.-e• 4-6. 6•-e- 5'_,D- 1�D 6'_6• 4'_e• 1 H V BLADE 185 >.'-5' 4'-6• 8'-7• S'-B' 185 8'-S' 1'-6' 190 ,._4• 4'_g 6'-6 S'_6' 190 6'-4' 4'-5• _..-195 -'-3' 4'-3- 6'-5' S'-S• _ 195 6'-3• 4'-3' 200 s'-z 4•-2" 6'-4' 5'-3- 200 205 6'-1 +'-t' 8'--3' S'-I' 205 6-r a "�•�� FLORDA BUILDING CODE(Non High Velocity Nurricone Zone 02017 TLTECO.W. 02017 FA57RN METAL SUPPLY. NC. 'JCEN F• �CO .�IL 1i6C. A.S.S.A. Accordion Shutter System H.V. BLADE X11 W/OR W/o FIV. IMNDOW IlADE L 'd•'. !--'-" TILLIT TESTING & ENGINEERING COMPANY American Shutter SY318m3 Cv.N 6LSISIFTgN GATE ORArN Niv:NA(OV LG 9 '•. :'�(/AAA 4155 N.W 36th 51,SW M.WA61M GNIDDM FLa1DL 331 U Association, Inc. OLD 15-085 07/z7/I GATE: 07/27/17 phon.: (x5)871-1530,Fo :(305)871_1531 4268 Westf0005 Drive = f ••^•••••'• \Gt1t4 .-math:crc«asoo.00m West POIM Beach, FL 33407 3 DRAWING No E9-0004J19 �— �7 JNNAI���� WALTER A Tgllf Jr.P.E. P.E. SEAL%STGFSATURE/DATE FLORIDA Lk'044167 5 SHEET s ., .lua JI. .U7 . 371 •: •. :a ....: r .. 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SPECIFICATIONS ON ANICHOk REOUIREMENTS POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES PRESSLaF RATING h:A COR(C AMV�d[�E7T OR MAMETE MOIX BISCALEAi1076 E MOUMMM L 0,At H ON T475 f 611 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS POUND OOMMictc./ODNrw[m at= 4:11101:01110 (A) TO ExESTWG POURED CONCRETE: (MN. fc - 3 ksi) E WALL SILL MOUNTING C CEILING MOUNTING FLOOR MOUNTING - 1/4'P TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.TW BLMDEx. (AAn. Fc- 3 NH) MAum lHYI O - 1/4'0 K 3/4'ALL POINTS SOUO-SET ANCHORS.AS DISTRIBUTED BY ALL POOETS SCREW, BOLT k SPECIALTY COMPANY. (Min. fa 3 w FI.3TIA1 MING _ _ TAPCON - 1/4'9 BINE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min.Cc - 2 M4,) (R) ...- -. _ _... - 1/4.9 TAPPER ANCHORS AS IWNFACTURED BY POWERS FASTENERS. INC.AND DISTRIBUTED BY ALL POINTS SCREW, BOLT t SPECNLh 30 40 60 7! 90 t20 1o0 30 40 10 7! 90 '70 160 1 30 40 f0 75 90 1101/0 TAPCON MTH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORSED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCAT", INC. 14 112 10 9 6 • f f THREADFORM TECHNOLOGY (Ifi. fc 3 Mw) 3'-0' I♦ 17 10 9 • • 616 14112 t0 f • 6 f f 14 t7 10 f • 0 6 ALL POINTS SOLID-SET LEE 14 1121101 9 5 s f _• 14 a 10 1 s • • • 14 12 -L 10 • • • f 5 BLUE TAP W/CAP NOTES: 11 17 110 1 f 6 • • 7 14 17 10 9 6 • f 1 6 /1 12 f0 • 1 { A1)WN"M EMBEDMENT INTO POURED CONCRETE OF TAPCON CR TAPCON WITH ADVANCED THRFADFORM'ECHNOLOGY ANCHORS AND TAPPER* 1 17 t0 • 0 14 12 10 f • f u 12 f0 TAP7'ER♦0 S ANCHORS IS 1 3/4_,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. `.-D. 11 17 t0 • • 1 f f /4 /2 10 9 0 0 / 14 12 10 • • • • 6b 1• 1] 10 • • 1 6 • /4 I3 10 • • • f s3 I♦ 11 1 9 • { • SAS AL2)N/11AIUM EMBEDMENT OF 1/4.1 4 3//'ALL POINTS SOLID--SET ANCHORS SHALL BE 7/6"INTO THE POURED CONCRETE 110 EMBEDMENT 11 t2 10 9 • 0 0 f1 12 t0 f • 6 11 1• 12 10 • • • f Ib WTD STUCCO SHALL BE PERMITTED. 1/4.9-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO i♦ 1 1 9 33 - 14 12 10 6 14 1 1 9 • 7 S 4 •K[lAQA1gN5 O USE NOR EAST,AND t"MINIMUM FOR WALLS WITH NO STUCCO. 1♦ 11 t • 0 • 6 t4 12 10 9 • 6 a w t♦ 12 / f • 6 e 4.5 MAX 7�"-°M sH[tT 1° 5�• 14 12 10 • • 7 • - 14 12 10 f 1 fb S 3b 14 12 10 0 63 5 3.5 3 AS)IN CASE THAT PRECAS-STONE. PRECAST CONCRETE PANELS PAVERS OR ANY VENEER BE FOUND ON THE FxISTING WALL OR FLOOR, 1♦ 12 f0 1 • 73 I_I - 14 t2 To • • 0 6 4.5 1♦ 11 t 9 • 6 Ib - ANCHORS SHALL L BE LONG ENOUGH to REACH THE MAW STRUCTURE BEHIND SAD WALL FINISHES ANCHORAGE SHALL BE AS INDICATED ON ♦ 1 ♦ - - 11 12 /0 1 7 4 f1 i 1 { 1.3 33 NOTES A1) A A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR VFS WITH OR WITHOUT META,STUDS CONSULT THIS ENGINEER.FOR 1• t2 10 1 • 0 6 - 14 t1 70 9 0 6 0 5 t♦ 11 10 9 • fb 5 3b INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20 t/ t2 10 9 7.6 0.6 3 - 14 12 10 w 7 !.! 4 3 14 1 0 w 13 4 3 - /♦ q 10 f 0 { - - 14 /7 f0 f • w ! t♦ tt t0 •b • 5 • - (B) 10 EXISTING CONCRETE BLOCR-. (ASTM C-90) ♦ ] 6 6 1b 1• 12 10 f •. 14 1 10 1 !a 3 - 1/4 i TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BULLOCK. 11 1 1 9 0 6 - - 14 11 f0 f 0 7 - • 14 12 10 • 73 ISA • 3 - I/4•0 .3/4"AL POINTS SOUR-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW. BOLT k SPECIALTY COMPANY. 7�• 14 11 t0 • w • - 1• 12 1 73 f 7 3A - 14 12 7 w ♦S sb - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAN AS MANUFACTURED eY FLORIDA FASTENERS DIRECT, INC. 1 1 10 •b f 4 14 II 9 f b 43 a - 14 f2 9 7 7b IAS - - - 1/4-0 TAPPER* ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC..AND DISTRIBUTED BY ALL POINTS SCREW, BOLT A SPECIALTY COMPANY OR ANY OTHER APPROVED INCENSED OR AUTHORISED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCMiIOR,INC. 14 11 7 4. 14 12 10 • A SA a - 14 1 • 6 IA 7 8.�. 14 12 10 1 6 6.6 - - 14 12 10 9 1 { ♦ - 1♦ f1 10 / ISA 5 Sb - NOTES: 14 1 •.0 7 0 3 - 11 12 • w 33 • 3 - 9. { 5 4 3 - - R.I) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAYCON. BLUE TAP W/CAP ANCHORS AND TAPPER*ANCHORS IS 1 1/4'AND UPCON 14 17 11117.5 f - 14 12 eb 6 w s - - 11 12 6 0 w 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1* 1 e. u 6 3b - - - t♦ 11 to - - 14 12 5 w 5 B'-D• is 12 10 9 • - - - 11 I7 10 • 7b ♦.5 - - 14 12 w 7 w 4 - - 8 2) MINIMUM EMBEDMENT Of 1/4"1 . 3/i ALL POINTS SID SET ANCHORS SHALL BE EN71RELY EMBEDDED INTO THE CONCRETE BLOCK, NO H 15 7.5 6 • - N 11 7 w 5 3S - - 11 6 SS 4A 33 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4••-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO -N-12 6 w 4.5 - - 11 t1 w 7 • - - 14 w 7 w a 4.5 - - EXIST.AND I"MINIMUM FOR WALLS WITH NO STUCCO. 1 ♦ - - - - 11 1 9 7 { - 14 It I N 11 10 0 7.6 - - - 14 t7 10 6 w 3 - - 1♦ 12 6 6 6 • - - B.3)IN CASE THAT PRECAST STOt(,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR HOOF, 10'-0' 14 70! 7 S 3.5 - - - t •S w 5 4 3 - - 10 7b 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 11 11 7.5 S.5 - - - - 11 IA • 5 3 4 - - 19 0b • 6 4 • - NOTES B.1)t B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 0.! 6 ! - 14 12 • w • - - /3 10 w 5 ♦ 7 - FOR INSTALLATION INTO EIFS WITH META STUDS SEE SHEET 20. 14 1] 10 - - - - - 11 9 4 . e 4b - - 14 0.5 7 w 4b u - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING AL OF THE RECOMMENDAIIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER Its 9b 5 - 1 9 0 ♦b ♦ 3 - - f 7 43 3 14 10 7 - - - - 14 w 7 6.5 4.0 - - - 1.3 w SA 4.5 76 - - - (D SEE SCHEDULE BELOW FOR EDGE OISTANCE C.D. VERSUS SPACING RELATIONSHIP FOR ANCHORS. 952 C - - - - - 14 1S 7.3 6 - - 17 • 0 ♦b 1 - - - 1• q f0 - - - - - t• 17 6 0S Sb - - - 13 10 w ♦ - - - EDGE DISTANCE VERSUS SPA I erNr I e FOR ANtl10R5• 2-0. 1. 03 ♦S - - 11 0 SAS 4 33 - - 6 4 3 - - - - MAINMUM ANCHCP SPAC"GS ARE VALID FOR EDGE OSTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING JL5 9b • - - - - - 1] f! w it ♦ - - • 5 • - - - _ BY MULTIPLYING SPACING SHOWN ON SCHEDULE•Y THE FOLLOWING FACTORS. { {3 - - t4 w 7 5 1 - - - 11 53 1.3 - - REDUCED SPACING OBTAINED USING FACTOR SHALL T BE THAN MINMUM SP NG INDICATED FOR EACH ANCHOR TYPE. 14 12 - - - - - - 14 1.6 7.5 • - - - 1 1 6 4.9 4 Is-0. 0.5 _ _ - - - _ 10 7.3 ! 1 7 - - - 73 SAS • _ - - - TAPCON wrrH ADVANCED ACTUAL i3 f.• - - - - - - f3 0 f /b ♦ - - - fb 7 3 a _ _ _ - EDGE Tia+ THREADFORM TECHNOLOGY �'POINT SOLID SET BLUE TAP W/GP MAL TAKER - - 1 9.5 {3 - - - - 1 - - - _ pCT.D. WN. SPACING - 3' MIN. SPACING - 3' SPACING- 3 1/2' MIN SPACING- 3- 3 3/4' 4- 14 11 - - - - - - to w 7 3.5 - - - - 11 Ls 4.5 - _ E.D. 1 4'-0' t0 _ _ - - _ e 7 43 - - - - 7 5 >b _ - _ D W • POURED axNDE DwOQ O1DOL J POURED C k POTTED own={TOOTER 0001 I - t1 • as - - - - 9 6.6 ♦ - - - - - V C01 •1O« MN ED•3 1/Y 1611 ED•21 CONCRETE BLOCK CONCRETE E.D.-T UK EA-31/1 ED-2 f/r 1i - - - - - - - t 10 {b - - - - - o! 7 ; - - - - BLADE WORKING 1 --- _ 1A OBO 1.0 o_7s 1_0 OA7OUB4 t.0 15'-0 9 _ _ - - - w 9.5 • - - - - - w - - - - - IN UNISON ♦ 2 t - aet t,o - - o.BT t.o 1a - - 0 6 s - - - - - 9 f 1 - - - - - 2 0.7t oat - - 1 - - - - - - - 13/4' - OA1 - - - 0.43 - 1B'-o' 1•AL - zs - - - - - w 7 ! - - - - BUILDING CODE(Ron-Nigh eiocit Hurricane one 11 '( r 02017 IILTrCn' NC 02017 EASTERN METAL SUPPLY. INC. A71t1�P` V1 EN%�_ BE TM 9: Accordion Shutter System *; o I L E C O I N A. .S. KV. BLADE r1 W/OR Woo HV. W NDMN 9-*X y > American Shutter Systems E`Ik art ORARM W. TILLR TESTING 3 ENGINEERING COMPANY • 3&M Nr. 1M.$1.w.3a5.MROINA GNNDE.I�LaMIA 331• Association, Inc. I OLD 15-085 7 7/1 DATE: 07/27/17 ` 0 �Q • C Pnenl (3os)s7 _1530.Fm :(305)9 T1-153, 4268 Westroaas Drive : DRAWING No fs1'•;ORID�..•'gI1` •-Ce!' °!9 West Palm Beach, FL 33407 s 17-107 7�'O, / •AAAA. ��NFd WALTER A TILUT PAI _4 FLORIDAuc.•44167 5 SHEET P.E. 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BLALD[% W/MINWUI EMBELMENT AS INDICATED AT -DOUGLAS FIR W/0-0.50(N.O S.) EACH SECTION ON SHEETS 16 A 17, -SPRUCEPINE ETR NORM W/G-0.43(ND.S.) fxCEPTgFIOM N;SEE NOTE 1 B . -StR UCE PINE RR SOUTH W/G-0.36 2.ANCHORS TO HOLLOW CEILING SMALL BE AS PER MOUNTING TYPE U,SHEET 17 ANO SHALL CONSIST OF -MIN. 1/2COX PLYWOOD(1986 APA) LAO SCREWS AS PER NDS 2015 SPECIFICATIONS.. { ANCHORS SMALL BF N,StALLED FOLLOWING ALL OF THE RECOMMENCMTI0 AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. ,1 FLORIDA BUILDING CODE Non High VelocityHurricane Zona At,1�P .... /r�, e2O17 M1LY0,INC. 8•'.2017 EASTERN METAL SUPPLY, INC. A.S.S.A. 7TH 11 L I E C O L N� Accordion Shutter System Kv.BLADE SIT W/OR W/0 KV. WWNDOW BUDS TILLIT TESTING k ENGINEERING COMPANYAmerican Shutter $y5}6n13 OE>kt111Raw w L.C. Association, Inc. 1 .• N.w xln.51..71 los•v.To.A GARDEN& I 153.Tz r, OLD 15-065 7/27 1 OMC 07 27 17 ........... � tt Plw,. (3o5)e71-ISSo.To. (Sm)e71 Asn 426 Ltiest-coos ':n.e = `S S •. ,6 •-'"OE. 00067Ra.eOm West Holm Beach, FI 33407 DRAWING No •'•s��NAI E�� �'t E8-0006719 3 F,,1 WALTER ♦ 17-107 A.71LLT,;r.P.E. P.E. SE/�C%S/ONAIFURE/DATE FLORIDAAL "167 6 SHEET 4 13 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR FOR n HV & f(A1 HV* BLADES A APPLICABLE r WALL FINISHMAX. SHUTTER SPAN + OR - v A1AX speN �. - 1/''•'"PCRE LIMITED—TO 105.0 Pat A.S.D. DES1 19 FOR ON ADVANCED A.S.D. DESIGN PRESSOR RATINFOR INSTAL 1 eTIAf` WITH B ens / rAPcoN TH AD rHREADFga1YIM TECHN0L06Y 1/.•TAPCON OR L WORKING IN UNISON W/ 1 46 r W PENETRATION AREA TO �TAPCON WITH ADVANCED THREADFORM TECHNOLCGY EXISTING WOW HEADER. ,-' I / W/ 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING T-- (SEE S0"U E ON SHEET 15) WOOD LEADER.(SEE SCTEDLRE ON SHEET IS) I MIH SPFAe01 I t I 1/4Y-20x3/4'S.S. MACHINE I SIS 1 OR K% SCREMS C/ 1/4"-20 NUT$ ~-1 ESQ fJ� C R Man • u'0W t w sHm,•Fpl n ED_ EXISTING eA0f5 m k \ OR N F pit lWALLFWISH EXI$TIHG MIN.HEADER REQUIRED -100R©* 1 2'.4'WOODexaTiRc i MK sev^0 M { 1HEADER HEOURtEDIRO PCON OR TAPCON WITH ADVANCED GLAS""1 TO QAGS(SEE 1 I 1 - -THREAOFTRM TECHNOLOGY W/ I t/2' L.--SCtel R QI MT 3 MIN. SEPARATION TO CLASS I Min.PENETRATION Of 1HREADED AREA TO y 1 t MR aLADE F Rro Ex15nNc rrNN (SEE SCHEDULE ON SHEET 11)- Ex Sn14G WOOD HEADER. ( ON DEET t9 Fl7L GWS---y .-` '��\(SE[SCHMLE ON Sim 15) 2'.4'CONT, SILL HV WALL HEAQFR INSTALLATION ATION PLATE REO'D O HV W1Ll _HEADER INS 1 TION -- — O TQM T-- I I ri ,Exl .T. - �_ MIN. SEPARATION TO CLASS I I MIN.SEPARATION TO X155WN SEPARATbN TO GLASS I (SEE SC14EDLILE ON SHEET 11) - (SEE SCHEDULE ON SHEET I1)WOOD PIAR (SEE SCHEDULE ON SHEET 11) G�y /4'•-20]/4'S.S. 1/4'•-10.3/4"S.S. MACHINE SCREWS MACHIE CRE S W/ 1UNC1/4'-IO NUTS 1 OC. I'O.C. an I © o OR 3.. 2'N'CONT.-� 1 r - WOOD PLATE REO'D. f0 '-EO 0-4 �• -- 1'Nin. iY O Min. 1/4'/ TAPCON OR TAPCON WITH ADVANCED / 2.4"CONT. THREADFORM TECHNOLOGY W/ 1 1/2' j 1/4'0 TAPCON OR TAPCON WITH ADVANCED 1 ',PENETRATION OF 7MRCADED AREA TO THREADFORM TECHNOLOGY W/ 1/2' - -- I 1/4'• TAPCO>I OR ~SILL PLATE 1 --_ EXISTING WOOD HEADER 1 1 J,T MIn.KNETRAIXXI OF THREADED MEA INTO PLYWOOD \ TAPCON WITH ADVANCED 1�-SELL SHEET 4 FOR TYPICAL (SEE SCHEDULE ON SHEET 15) (SEI SCNFOIAE ON SHEET 15) EXISTING MM.2'.4" 1/2"MIN.CO]!j THREADFORM TECHNOLOGY SHUTTER ASSEMBLY, _ WALL FINISH STUDS O IB'O.C.4AX. PLYNIOOD R11 310. W/ 7/2'Wn. 11NETRAnON OF 2-MOUNTING SECTIONS CM BE _-- - 1/2 MW.COX PLYIr000 RED STUDS — I A. nREAOED MEA IN10 PLYWOOD COMBINED IN ANY WAY TO REO'D. PLYWOOD 70 IN (SEE SCHEDULE ON SItEET 15) SUIT ANY INSTALLATION. -Ex STING MIN. 2'x4'S1UOS a 16'O.C.MAX.RDAN ATTACHED TO STUDS M ®HV WALL 1 CII 1 INSTAL 1 ATIA�L PLTWOOD TO 9E ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH � PWRIT SFC'ION 23M OF THE F.R.C. SECTION 2305 OF THE \J HV WALL -,III I INSTALLATION ♦$EE LpgLATgN$0{'U OF �HV WALL SILL INST� E♦TInN F.e.c. / OEFEM Cr SNEET FFFF... Efk FLOW BUILDNrG CODE Non High Velocity Hurricane Zone ........ -_ 02011 MTECO.INC. 02017 EASTERN METAL SUPPLY. INC. IL E C O ENL:. A S S A Accordion Shutter System # ? A.S.S.A. ■ ■ ■ V. RADE 01 W/OR W/0 EIV.VWWN eLAOE IJ .* TILLIT TESTING A ENGINEERING COMPANY American Shutter Systems a,�,,,T,D„ a DRAWN BY!36m.St.,S4.3a5.NRL WIDENS.rlOxD4 3316Association, Inc. , C ''-7L •'' Pnpn• O:D 15-OBS 7/I7 I MR 07 27/17 ., (!05)•71-153c FP. (305)871-,5}, 4268 Westroads Drive ES+'•.,QRID�•:''�4�p` • mw ITNcaeoa.ao West Palm Beach, FL 33407 -- 'Ulf .. �6\a 111 WA'.TEMOA.TILL T19, PE. �17-107 P.E. �)�tid 6'ATE FLORIDA LK E 44167 5 SHEET • 16 OF 2