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HomeMy WebLinkAboutProduct Approval (2) 1/1312020 Florida Building Code Online I ga xa 2♦! BCIS Home j Log In User Registration Hot Topics i Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map'I Links Search �r=t ie'.Product Approval �t _. �0, USER:Public User �: Product Approval Menu>Product or Application Search>Application List>Application Detail E- FL# FL389-R9 . Application Type Revision Code Version 2017 Application Status Approved - ------------ --Comments--- Archived -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 the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 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 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 1/13/2020 Florida Building Code Online ' 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- Blade I Extruded aluminum interlocking blades retained by tracks(top 3- (Non-HVHZ) -Drwg 17-108 and bottom)for storm protection Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17 Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant: Yes I Verified By: American Test Lab of South Florida, Inc. i Design Pressure: N/A i Created by Independent Third Party: Yes i Other: Large Missile Level "D".Max span is 12'-3"for 40 psf Evaluation Reports i positive ASD load and 13'-0"for 35 psf negative ASD load the j FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 i 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf Created by Independent Third Party: Yes HV3 blade w/window blade working in unison.Max.span for HV3 i blade w/o window blade for installations into Metal Stud walls is j 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 1 j Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection _..._.....-.. --------.._.........._..._... ---- ..............._._...__....._.._.. _....._._..--- ;._._.._.... -------...._..........__ _.. ._.__...--..--- _._...................._._._..- Limits of Use Installation Instructions Approved for use in HVHZ: No i FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.,, Approved for use outside HVHZ:Yes j INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant: Yes I SYSTEM.PDF Design Pressure: N/A ' Verified By: American Test Lab of South Florida,Inc. i Other: Large missile level"D". Max. Span is 16'-0"for 30 p.s.f Created by Independent Third Party: Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HV1 blade, 8'-0"for+64, -72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,, load for HV blade for Keystone mountings 7'-0"p.s.f. for metals i INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f. for HV1A working in REPORT.PDF unison. See sheets 7, it and 20 respectively of installation i Created by Independent Third Party: Yes drawings for other spans and pressures. 389.3 - Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks(top I COMBO- (Non-HVHZ)- Drwg 17-106 and bottom) for storm protection Limits of Use - -- -- E 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 for; Created by Independent Third Party: Yes Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, 25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes litts.:k FM e..t Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cop)Lrfght 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: ® �h5ck "7e?fi. https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 c CI h' U, 'GENERAL NOTES: 11 1. BERTHA HN.ACCORDION SHUTTER SYSTEM SHOWN ON THISIPRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (61h EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT,4BE INSTALLED AT NIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.05,USING(ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES(1)FC Ck BY MULTIPLYING THEM BY 0.6 IN OROERTO COMPARE THESE W%MAX,(AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS it THRU 15, 19 & 20. 1 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%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOI USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD=1.60 WAS`USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR;WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED 114 ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: }i TYPICAL WINDOW BLADE & WINDOW DETAIL -HV BLADED 50214.01-03,#0715.01-03, #1404.01-05,;#1214.61-m 50317.02-06.#0609.01-10 AND§0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTI2 E-1886 AREA 2: HV QLADE(1)AND HV WINDOW BLAD-E 1! AND C-199G STANDARDS (MISSILE LEVEL D,WIND ZONES 1,121&3)& 51220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. HERE APPLICABLEI I it -HV WINDOW BLADE Q 50505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND 5 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 y I INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2.HV BLADE(D AND HV WINDOW BLADE a ARE ENGINEERED(TOI#WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES$KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE�14Y2,75'AND 5140.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND i 18D ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER(SYSTEMS ASSOCIATION,PINS MUST BEAR THE Rt MARKING ON THEIR HEAD. tj 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 I MAXIMUM SPAN TABLES SHEET 17 6005-T5 ALLOY. iI ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES::OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50016 WITH'50 ksi LAIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2417.3.3.4. I II ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 74 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304,OR1315 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH, ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR.ANCHOR SPECIFICATIONS:HV SLADE(D: 12,13,14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 y 1' INSTALLATION DETAILS S-X, WOOD SHEET 17 IN BLADE &Q(] WORKING IN UNISON: 12, 13 & IS B F� END CONNECTION DETAILS 7-12 &X,VJO00 SHEET 78 8. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM SEARS A U.S. PhtENT g6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 55'459,179 ISSUED TO EASTERN METAL SUPPLY,INC. P AREA 3: HV WINDOW BLADE t1A,ONLY 9,IT SHALL BE THE RESPONSIFIUTY OF THE CONTRACTOR TO VERTY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT)VINO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH EA UNIT MUST BR PERMANENT LABEL IN A VISIBLE PLACE!WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HV AND NO CENTERMATES AND ENGAGE OR LOCK ALL MY AND HD LOCKS; AREA 4: HV WINDOW BLADE 017 ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER RI ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE, ONE LABEL SHALL 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.V.ACCORDION SHUTtER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AI4D ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 1+ 13. (a) THIS P.E.O.PREPARED BY THIS ENGINEER IS GENERIC AND¢DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CO,NTRACIOR TO BE RESPONSIBLE FOR THE SEI.ECTION, PURCHASE AND 114STALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.B.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 RESPONSIBILRY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANg{IAEANS. (d) SITE SPECIFIC PROJECTS SHAH 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 RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OFI RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.O.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 11 (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. p JN+"',aairs i<� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 11111.`" 1 t`4. 'C 02017 TILTECO.INC. 2017 EASTERN METAL SUPPLY, INC. x42 s? :�c �. �` N� 'I A► BERTHA HVTM ,\ 1 L E C-o ,,,.. \ ■ ■ ■ ■ Accordion Shutter System Sf ; H.V. BLADE 51 W/OR W/O RV. WINDOW BLADE t I 1 E American Shutter Systems ,f y EY.1t DESCRIPTION DATE DRAWN 8Y: L.C. 6 ,Li.,(.!!( TICCIT TESTING & ENGINEERING COMPANY G 3, ft 751100 T1 r Q° x` Assoclatlon, Inc. , OLD 15-085 7/z7/7 DATE: o7/z7/17 ' LI \ e]53 tLIY.J6U.51..Ste.•.05,\'LQCRW C0.40?i$,FLGRkY]SIB >i .` \ PAane:(3G5}an-ls3o.ro::t3Dsisn-15x1 4268 WestrOQds Drive 2 DRAWING No i 1 ,^.��.''. iL�, ,\*c`1•L74 a--R: Nneeoeo�tea, West Polm Beach, FL 33407 3 .i-} .{r�-7 I l��,i�L',ti 111{1 WALTER A�TLUTI J,.P.E. 4 I /�10/ f FLORIDA Uc.5 44167 s SHEET s, P.E.^S�EAL�SIs IAI6RC/DATE 6 1 OF 20 GpI r f' II I, i F; 3-0 FCR wNoc.SLE OiA VAfIIES 1 49 I' • .P18 F­ 4.3B ti/ 3±LV SOLID BLADE '/180L 5TARTER r'�HV UNIVERSAL FLOATERHV 9Q (4)H QUALIFIED FOR USE W1 :OUXLIFIED FOR USE W/ HV BLADE( DIREC M :1 HV BLADE 1:1 lt�A HV WINDOW 13LADE' I 6005-T5 ALLOY AND TEMPER ---QUALIFIED FOR USE W/ 6063-T6 ALLOY AND TEMPER E I ALLOY'SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 i 6063-T6 AB LA D EAQ TE 371L 6063-T6 ALLOY AND TEMPER 3.225' -1500' .085, '670 2A70" 3.556' 00 .994" 1. 0* I F .6 072' g 84211111 8 2.992- J, DAPTER WAIP 1 4.436" .......... p2slj 0 Z7 _7 . D FOR USE W1 HV I K 3.226• OUALIFIE SHV WALK—OVER TRACK Eftl BLADE C1, (5)HV TRENCH TRACK f L-.-255' 6)HV ADI FLOOR c QUALIFIED FOR USE: W1 HV 6063-T6 ALLOY AN PER BLADE((1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE H C BLADE j 4 6063-T6 ALLOY TEMPER SLADE ONLY, (i�O HV RAINGUARD P 6063-T6 ALLOY AND TEMPER —QUALIFIED FOR USE W1 HV 6063-T6 ALLOY I ERVARIES BLADE'-1) VAMES 1.936 6063-T6 ALLOY TEMPER • 7' 83' 093' .093' . w 1670 of I• .093,61, �,l & W .67.0' 1267c), 1.65v I I I I �1 I - i (1l? BY CEILING HEADER �f):2- HY HEADERZSILL HO CEILING HEADER/SIL OM kol(T (14f LIFIED FOR USE W/ HV BLADE(i)ONLY, QUALIFIED FOR USE W/ HV BU _)ONLY QUALIFIED FOR USE VI/ HV BLADECI) HD WALL H QUALIFIED FOR USE W/ HV SEE SECTIONS FOR VALIDITY7' 6063-TG ALLOY SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER BLADE(_I)ONLY. 6063=Tfi ALLOY AND TEMPER COMPONENT A B Ti T2 f X y I 2- 2- 10.125- 2- 5'MAX. 1/6" I/V i. 5 !�AX, 0.1w 1 0.192" x I ,`Fd, !G CORNER-POSTS SIDE ANGLE I— "kUMINUM ANGLES 'i i QUALIFIED FOR USE W1 HV —9) 1 2�5" 7"MAXJ 0.190" 0,1 9W QUALIFIED FOR USE W/ HV I BLADEJ, 1QUALIPED FOR USE W1 HV BLADE(I 6063-T6 ALLOY AND TEMPER 11 BLADECI ONLY. * 5"VAX. OJ39 0.131" 6053- T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMFLORIDA BUILD111 CODE PER �0 2 COQ=(Non High Velocity 02017 TILTECO,INC. 0 2017 EHurricane. Zone' ASTERN METAL SUPPLY, INC. ZEN$" BERTHA HVILI Accordion Shutter System A,S,S,A H.V, BLADE#1 W/OR W10 H.V. WNDOW BLADE American Shutter SystemsCRIPTION DATE DRAWN BY: L.C. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. OLD 15-055 07/27/17 WE: 07/27/17 6355 N.W.3etrt SL,Ste.305,VIRWA GARDENS.FLCPIO 3315C Ph- 4268 Westroods Drive 2(305)871-5530.FcK:(305)871-1531 DRAWING No e--a:6neEooaeL<em West Palm Beach, Ft. 33407 3 4 "._TEE9-W679 17-107 P.A,DTILLrI1J,�P.E. 5 SHEET /DATE I.. 4�167 6 0 FLORIDA P. -AM,��PFKOLE 1 2 OF 20 jk 9_291 745 2.293* 2.293* BAKED PANTED THREADED IE WT BAKED PA"NTIO H JSKNG ENINEI O, EGRESS TOP. (t D, .062' L sqAss rYUNDER -t-F------1 GRASS CYLINDER 0.) &KEED)YS(CHNOVE (CHROUE?LkTFD) PLAT HV LOCK HV EGRESS LOCK HV CENTERMATE R USE W1 HV BLADECI &- NLY LIFIE. FOR d2) c !.47 QUALIFIED FOR USE W/ H'�' QUALIFIED FOR USE W/ HV 6063-16 ALLOY A TEMPER W/ HV BLADE 1,& 1 ONLY VA �OUA&IED FOR USE 11 - f- BLADE C0& �[A)ONLY. BL40F 01 & Q_X ONLY, 6063-T6 ALLOY AND TEMPER (23), BY CORNER CENTERM6TE &ALIFIED FOR USE: %V/ HV 3LADE(1)ONLY -250,OA). 2'8'4" E063-T6 ALLOY AND TEMPER PLASW-HFAD .518, 1.756',_,92 MOLDED TO^ 'I roi 4:Oa5" -32 SCREw 2.079* t7§3'4.i '-.360'AFTER RIVETING �q 8! 1/4"0-20 x 3/4" BEFORE S.S. THUMBSCREW 1/4"0- 0 RIVNUT* SERIES q..ALLIMNUO"t(2024-T3 ALLOY)LkR(-'E FLAUGE rW4 SHEET MANUrACTUF 0 BY MDEL CHERRYT 1111SERT S�O�ED A- E PLAN � .ORN.PMiSIFF PROFIT ELEVATION ifig'- HV MALE "T" Lf CENTERMATE HV E ACTIVE c 6 -11' QUALIFIED LOCK 'N -, 11 1 ALE EOE HV "T" LOCK LOCKER FOR 'T" LOCK CENTERMATE FOR USE :'1J HV HV BLADE(1,ONLY (29 HV FE CENTERMATE QUALIFIED FOR USE W1 HV BLADECl)ONLy 6063-T6 LLD AND TEMPER QUALIFIED FOR USE UALIFIEDOFORUSE %V/ HV E, C OF QUALIFIED FOR USE W1 HV SLADE(11"ONLY /HV BLADE CI ONLY. BLA ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER-' w 3.161 -j-32 'r-Ti-IUM91U- CYLINDER OR L .714' KEYCYLINDER .545' L wo, '7 .405 11 1. .125"M.'. HD CENTERMATE WZ NO LOCKING ROD; 1# HD CE -KING 80 0 QUALIFIED FOR USE W/ HV BLADE U4) ?j QUALIFIED FOR USE VII HV BLADE 1)& iLA) 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 1331 HD CENTERMATE'S INSERT FOR USE W1 HV GLADE(!)&ki A7! ME-11 1.130* 6063-T6 ALLOY AND TEMPER 1/'--20 S.S.09 3/8--16 f-THUMSTURN 1. Sscn-m I CYLINO-r (SEE DE7%S) r— OR xi; CYLINDE elf 15, L QUALIFIED VARIES, 12'MIN. D; C G ROD A -1/4% �)4 HD WICK 'N 0 LIFIED FOR USE VV/ HV BLA !--1 BY AKGFJ4T HARDWAPE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMP 3/8" -16 ACETA M 0' THUMBSCREWS QUALIFIED FOR USE W/ KV BLADE(:')&- 3,�' STALLATION VVILL REOUil A 7/16 HOLE 6 iL D AT TRACKS FOR PER EMBEDMENT OUALIFIED FOR I IV QJDE�T) QUALIFIED FOR USE V11 HV BLADE-',I) (Non High Velocity Hurricone Zone,, 0"._V - I FLORIDA BUILDING CODE 02017 EASTERN METAL SUPPLY. INC. 02017 TILTECO.INC. BERTHA HVT. 3 % Accordion Shutter Svstern F7Ll -- EqoA,% mmAE ,, \ H.V. BLADE #1 W/OR W/o H.V.WINDOWRADE7 American Shutter Systems �Evt No DESCRIPTIONDATE I DRAWN By.- L.C. TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/171 DATE� 07/27/17 STwTE()F: I rive . !V 1� pf— (30r)871-1530.r..:(3as)B7i-mi 4268 Westroads 0 1 DRAWING No -0, 4, West PoIrn Beach, FL 33407 3 40R@�-•-*'g; k� 17-107 \-�F '� ....... . .1 IT W�'LTER A.TILLIT J,.P.E. 0 'Loi;DA Ll'. 44167 5 —4-�'SI IEET P.E.--Sf��0�70i�&TE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE HV (1), HV 9 318"0 1 12 1.41". LEA-qkNCE 038 To BLADE IN .0625 10 HV BLADE 1 EDGE 49 .0621 f4''PIND01-1 BLADE ,062- .0625* Pop x (9 HV BLADE to '11rf, BLADE'S 1 1175- Y HV LONG RECESSED NYLON BUSHING 4 KNUCKLE .0625 Z (ryp) HV SHORT RECESSED 043- 40 HV NYLON HAT WASHER rLAT PORTLON I (DOR .aTn 3 50" 4t HV WHEEL CARRIAGE AISI 302-303 SERIES 04() .04 x 02 X 0-870"X3/16" THICK NYLON WHEEL. 2 7/8-MIN. Hv WINDOW CLEAR i 0.188"0 AISI 302 SERIES S.S. RIVETS SEPARATION .3.00 1 BLADE 0--N .5 i HV 1 3/4" ACCORDION PIN W/ #,8 HEAD EXTERIOR/ L J.— OPENINGS 5 3/4' a # ON CEN.—— .7500 MILEVAICS -2'1/4'I WLE HV 2 3/4- ACCORDION PIN W/ #8 HEAD 49— 47 D !2 CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW I I 8011E�N:TYPICAL HV WINDOW BLADE (B AND 309 A,35 POLYCARBONATE HV WINDOW DETAIL OR a, N-SJ WOTE: a Q.I-REMENT-S')' (D OR PO YCARBONAT 1LOPL, T 5��HV WINDOW 3 1 0� BAYER M/,:KROLON NATE i RESINS. UV-STABILIZED GRADE OR SABIC !y EIN REQUIREMENTS AT EXTERIOR -j 12"MIN,CI-EAW CE VE 0 BLADE SOTI)M INNOVATIVE PLASTIC LEXAN 103 RESIN IS To 'T" ON SHEET 19). HV(1� HV CIA (SEE NOTE < R .2 M (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR 0 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ �V(DOR 0 POLYCARBONATE SOURCES FOR HV (2) EXTERIOR BLADE. TYPICAL SHUTTER ASSEMBLY AITUC-13LE RMLT 2 N 4 A (2) HV PIN (D MAY BE USED IN LIEU OF 6�)AND ONLY AT EXT I BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM 111/ HV(D O(L324"N AST.07.2 O�043 O..Az, .i;w BLADE WHEN CORRESPONDING TO INSTALLATION "11-.I�SIIEET 7 (SEE NOTE FOR REQUIREMENTS) SrRV;C1H Al ion Ash,M3 12.5.00 P0. 13'.00 -L (3) HV PIN @ OR @ W/ 112" O.D. 1/16" THICK 5,S. WASHER ® F-EgURj.U00VILUS A-W 0790 3.0,000-J. 31$=.-L SHALL BE USED FOR DIRECT MOUNT INSTALLATION'PER DETAIL X, SHEET �14�V;SH�ED lj�Z!D��ACIMJVK ASN 0256 Ta FI-b/., 17 WHEEL CARRIAGE DETAIL j W EMORE DE1491Y Asn!Dao] 47.2 e4.5«IM ASSEMBLY LAYOUT 111M or EUFNurG D5C-I CLASS C-;CussS TV 1C`.-Mn ASID 019:9 low 7 TATIRM : Arm.155 r-4S1ZE S=VTN AFTER"C'"RASTM±]89=P.i MISU SIRESS IIEFURE 1EA-KR11G Asto 538 8.61 P.,i eeso".L T) HV BLADE SOLID f A HV WINDOW BLADE DETAILS N.T.S. k r11 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' 6-2017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM AAccordion Shutter System 11 LJE .&S.A. American Shutter Systems REV.W DESCRIPTION DATE DRAWN BY: LQ TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 DATE: 07/27/17 fit 3SS t�"Y.369,SI..51�.Z-05�%PCh'.C-D&IS,FXR4)A 3116f n 268 Westroods Drive 2 .. .......... I It Ph— t205)B71-i530.Pa.:(305)1171-1531 4DRAWING No —.1%Vit-0.6—n, EB-COC6719 West Palm Beach, FL 33407 3 17-107 �;ALTC R A.TRUIT J..P,E. PLO RIDA U..1 44167 P.E. SEAL/SIGNATURE/DATESHEET 4 OF 20 r; t. �I �4 I � C2�=Q r-v_p� 3i-io 5. *NOTES ON HV LOCKS AND CENTERMATES= 1. MANDATORYCOND 0171 N #i: ONE HV LOCK i&or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BE 414 5 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTAL TIONS AT ANY ELEVATION. HV LOCK; or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 211 OR 2 ,U'.1 I I I I I n CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. fg'`C" 2.O,ffiON&WNDITION Jt:IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 6) COO`1 ° I LOCKS Q4 ,Q5 OR qG MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 23. OR SHALL BE iN01CA7E6 ON NOTE(i)ABOVE, I / ^•�tiCJ� LOCAq.S OF LOCKS AS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. CIPMONAL CONDITION #2 OKID CNIY WH,111111111 CONDITION Al OR LIMITED MANDATORY CONDITION j2,IS USED W/J]YO H . LOCKSI; LOCKING RODS q ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY # 4'6x k{L ca'0,1ca C4J I ;Z41°.'25 BE USED IF DESIRED TO ENHANCE SHUTTER PERF'MANCE, LOCKING RODS'�3 4R AN ALTERNATIVE DEVICE I ry o MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.. MANDATORY CpNDfIION N2_• ONE HV LOCK + 'A:+SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN ^ o JI AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or:25 SHALL BE USED AS AN OUTSIDE OR INSIDE COCK, Wg I _ ATTACHED TO Q�,�,,CORNER CENTERMATE W/(2) 1/4 0-20—x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS'3`S ` AT TOP & BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION."• o Noca f1v� u 1 j MAXIMUI,{SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ! ja o 7 ;F'4- 565 -I 5s oR¢2 ONE ALTERNATE HV LOCK¢¢ MAY BE USEQ,,.IN LIEU OF HV LOCK ON orq 5 FOR ANY SPAN AND - { Tri— INSTALLATIONS AT ANY ELEVATION. ALYERNATE LOCK�6 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHMENT 6w � I 3:: OF 1/+-0-2023/4'S.S. THUMBSCREW TO @T OR @ CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4"ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO i r*E3 LOCKS AT 1/3 OF SHUTTER SPAN. j so� j 6,NjJ0A74RY CONDITION N3 FOR KEYSTONE MOUNTING INS•ALLAMINS: ONE HV LOCK l&or Z�or 26 SHALL BE USED A7 1/2 OF SHUTTER SOF. ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP i - TO 96",AND FOR INSTALLATIONS AT ANY ELEVATION_HV LOCK q�or'.a or,�b MAY BE USED AS AN INSIDE OR I t 1 1t OUTSIDE LOCK, ATTACHED TO or 14 SYMMETRICAL CENTERMATES 47/ (2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. SEE END^-� I 1,f l M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS J W/se CONNECTN}N OR 3,I TOP AND BOTTOM IS COMPLETELY MANDATORY. OEtAILS ON I D r E N 1 J K L M ?4 D R V SHEETS 10& 18 TVP. FULL I *NOTES ON HV "T" LOCKS AND CENTERMATES: J 1'i��r HEIGHT. 1�uu,lEO x•IDTt«- OF CORNER T. SECOND AiTFRtji�Ti;j0 MANDATORY CONDITION it VALID ONLY FOR HV'T'TOCK()0 AND GENIERMATES QB ANj,L `—' CENTERMATE ONE ALTERNATE HV "T"LOCK trd MAY BE INSTALLED IN LIEU OF HV LOCKS 0 OR�FOR ANY SPAN AND u i t1 4i oa�('•(7 j D6$ cRA1 O •r�j ca INSTALLATION AT ANY ELEVATION.ALTERNATE LOCK0„MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHMENT (t OF LOCK a'�,ff INCLUDES USING•REINFORCING LOCKER Zp, AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE `! -l0•5,oa J. ICF 1] r�$t oa CONNECTED TO CENTERMATES a AND @9 W/ 1/4"4-20 x 1 1/2" LONG S.S. THREADED BOLT W/7/8"0 z 3/32^ f, s (Es Wit GNOT OR W/ 1/4"0-20x1'S.S.%S. INTO A 1/4'Ox 5/8'RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' E�6,�.� •i�77 a¢ir •4�• 181 MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS Oa,.TOP AND BOTOM IS MANDATORY. hi f15•t$toR:i 11 ox! .q,71 • s} LI.73:a°(i l•65;*fT��rl.CA) *NOTES ON HD LOCKS & CENTERMATES: _ PI 1 �y HD CENTERMATE t OR.l33 W/! : ONE ALTERNATE HO LOCK i34 MAYBE USED IN UEU OF TYPICAL i i FIV BLADE SHUTTER ELEVATION HV LOCKS(Z4 OR 23 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK S4 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK(34)TO !IS W/3 #8 x 3/8•F.H,S.S.M.S.,AND INCLUDES I N.T.S. REINFORCEMENT INSERT i3 AS SHOt1N ON SECTIONS NDS-HV�'tl AND HOC-1-IM,SHEET 10.LOCK MAY BE INSTALLED AT 1 MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS LSSi IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODs on High Velocity Hurriccrte Zone,' S} {/i `y5'-vA „ ,,...,• �,•w" ©2017 EASTERN METAL SUPPLY, INC. 02017 TILTECO,INC. ® BERTHA HVTIA Accordion Shutter System �71t N c. ■ ■ ■ ■ H v, BLADE#1 w/OR w/o H.V. vnNrxnv Rfia American Shutter Systems REV.No DESCRIPTION DATE DRAWN V: L.C. t "a'`-�� �/.'I ;O L, f (�'• T TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-065 7/27/17 DATE: 01/27/17 6355 N.W.341K Sl.,5b.305.NMI—DAFDENS,FLOACA 3316 tl �k••• ,' AS DRAWING No pr— (303TH71-1536 Fax (SO5)871-SSSS 426$ Westroods Drive z tt (•�.aa,�� ii,,.--•'y�q"�a Tt °- 0:NN:c0000:.com West Palm Beach, FL 33407 3 T I 101VA4 S•.`�t;Ott HALTER ADTIQUT1J.P.E. 4 !— Q7 "^',• ,{ FLORIDA Lie.iT 44167 5 SHEET P,E. SEALjSCK"AfURE/DATE 6 5 OF 20 ,I , I,1 tr ---CONCRETE ANCHORS POURED CONCRETE 0 POURED (SEE SC�IEDULF, ON R CONCRETE BLOCK/ -20.3/4*S.S. POURED CONCRETE— SHEET 13)' REQUIRED I 'CHO MACHINE SCREVIS CONCRETE F REQUIRR REQUIRED ....... CONCRETE AN RS 1/4--20 (SEE Sc _.OULE ON VV CONCRETE ANCHORS (D7 1S-RPA;A, E(SEE UaW�MNG(g)ON SHEET 7) SCHEDULE ON SHE • NUTS 0 12'O.C. • (SEE 13) X _(SEE 1. S,� SITEET 13 M L, 1/4*11--20.3/4'S.S. eat E SCREWS EO —ED MACHINE USING //4'-20 NUTS CC F . �250- ------ 3)OR n15 a. 15 _2 0' OPTIONAL t ) i -OPTIONAL TO ax�(SEr 11 rOR%,DC EIISTING ScHmIc ON 4E)OR @* WIN. SEPARATION TO,GLASS EXIS Cr:�Ikll`11 FOR I --�_,'SEE SCHEDULE ON SHEET 11)" R%G MIN.SEPARATION TO CLASS —(SEE SCHEDULE ON SHEET It)— EXGLAISTINSSG ; —4 HV WALL HEADER INSTALLATION HV WALL HEADER INSTALL'A'TION HV WALL HEADER INSTALLATION + KEYSTONE MIN.SEPARATION TO CLASS EXISTING i ; GLASS --(SEE SCHEDULE ON SHEET II)—" SERiFAnONMSYING RD CLM(59, OR t�q* MIN,SEPARATION TO qLA SatennE Da Sen 'S CLASS "(SEE SCHEDULE ON SHEET I L_it FOR W ,Nb— ON... 19 FOR 6"s & EXISTRIC OPTIONAL CLASS T, M- - ------ ONAL t I 0n @ OR OR @ rk. r @ E. 0. "EG; E0.4 :0 /2,, 7 C5 it 13 OR --il 5�ORQA. 4 Pf. LIPS --1/'0-20x3/4"S.S. E C PHILL11 S TRUSS HEAD 1A ORB 1/4--20.3/4'S.S,PHIj MACHINE SCREWS USING Fr..:,iET AN.0 TRU55 HEAD MACHINE SCREW'S .... ... 017-018 1 VI/5 Iv 1 1/4"-20 NUTS 0 12"D.C. (SEE SCHEDULE ON 1/4--20 NUTS C 12-O.C. t POURED CONCRETE- SHEET 13) (SEE SCHEDULE ON SH E 13) OR CONCRETE C BLOCK ­GONCRETE ANCHORS POURED CONCRETE OR CONCRETE 8L005KREQUIRED !,rONCRETE ANCHORS VIALL REQUIRED HV WALL SIL (SEE SCHEDULE ON INSTALLATION CF)H V WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED (E) HV WALL SILL INSTALLATION NOTE FOR CGtAEt1_N6X INSTALLATION DETAILS I- SEE SHEET 4 FOR TYPICAL SHUTTER GGE!DISTANCE 4 SEE LlfATATIGTIS OF USE FOR ASSEMBLY FISE�r`PECIFICATIONS 014 SHEET 13) ELADE SHEET 19 H V BLADE 2- MOUNTING SECTIONS CAN BE COMBINED _A)0 114 ANY WAY TO SUIT ANY INSTALLATION. ­tp ik FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone', 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HVPA RL _q J, 1 a41 , 3 ordion Shutter System �,N7� A.S.S.A. H.V.AccKADE #1 W/OR W/O N.V. WINDOW BLADE American Shutter Systems By. L 41� TICCIT COMPANY REV.NO ocson1prION DATE DRA%NV TESTING & ENGINEERING y 85 14 Association, Inc. t OLD It-O 07/27/17 OAIE: 07/27fC17 635�11.1 16k�St.,Sk.�'05.VRONA VADE-�S.FLORZA 3316f — 2 .......• ON (305)871-1530.F..:( 4268 Westroad s Drive 305)871-1531 DRAWING No West Palm Beach, FL 33407 NAL 17-107 O NVALTER A.TILUT Jr.P.E. lj P.E. SEAL/SIGNATURE/DATE FLORIDA LI:.#W67 SHEET-OF 6 20 SEE END WALL C NN CT AIL ON S EETS 10 18 SEE NOTES ON LOCKING ROBS @ MY LOCKS(D or I I /-EXISTING GLASS INSTALLATIONS W1 (I HV AND"E"'NATE I Lo'0o"sHm 5. F-6-0-T] ap:� E�]. 8tADE SLACK DETXIL HVF IS VALID FOR ALL I F 9'",, I BLADE WZ HV CENTERMATES CEN,-UA-s,,P,­­,­SLADECD SEE END WALL CONNECTION @ 614 -EXISTING GLASS DETAILS ON SHEETS 10 1 7; 7' 6 1/2" 7- (6063-TS ALLOY)ALUM. 19• OPPOSING SYMMETRYCAL ANGLE 1/4'0 TAFCON -1/2- 0!10.@ .ICHORS TO CONCRETE N. SEPARATION BOTTOI 0 j CENTERMATES CENTERMATES AT S M' (TOP/ V OC C - (4)#10.1/2'$.M.S, TO TIME 314*SALS.9 12' TO GLASS O.C.FULL LENCHT. AT EACH A (rYp) W/ KM- 4�'.�, 5* ON SHEET 11) 35*- (��7 (SEE SCHEDULE F1 N -1 4 �\"N511l L 51 1 '\02 o-.0 00 10 _E 01! (DI Fouf H HVB HVQ It HVA EXISTING GLASS POURED CONCRETE OR I! t CONCRETE EItOCK VIALL 0•@ @ 13 0 0- it REC!UiREO Exis :T _0 _0114. SEPARATION T 7 @_QD. SYMMETRICAL =1N @65"o - CLASS EXISTING Lo To GLASS CENTERM (SEE SCHEDULE &5 , _J GLASS opli JIT) ON SHE _HV R MIN ION\ TO ED =IN7 TIONAL (SEE SCHEDUL P J ON SHEET I 1) ` (INTERIOR) —-—-—- —-—-—- I-0-6f] ANCHORS 9 A VARIES -a 6 1/2-MAk SLACX 20 =(�U T (EXTERIOR) HVE HVE* HVD Zone' ",-A PL FLORIDA BUILDING CODE(Non High Velocity Hurricane Q2017 FASTERN 02017 TILTECO.INC. MC. ETAL SUPPLY, IN BERTHA HVTM T,^ 1.. . , , w RV. BLADE#j W/OR W/o H.V. WNDOW MADE Accordion-Shutter System ASSA ti Arneetcon Shutter systems REV.0. DESCIIIP"ON DATE DRAV.74 BY. L.C. TILUT TESTING & ENGINEERING COMPANY Association, Ino. I OLD 15-085 07/27/17 047L' 07/27/17 astroods Drive 05)871-1530.F-:(305)871-1531 4268 IN 2 II --1: West Palm Beach, FL 33407 3 DRAWING No q ZONA ES-CO06719 17-107 ZONAL t�N WALTER A'_ILUT Jr,P.E. 4 . ....... FLORIDA U-# 44167 5 SHEET bl E. SEAL/SIGNATURE/DATE 6 8 OF 20 ALTERNATE- INSTALLATION W/HV "T'," LOCK C01 HV MALE/FEMALE "T" LOCKS CENTERMATES a8) `Aa9) & LOCKERS W/ nl HV 'BLADE 18 INSTALLATION T) HV BLADE Z N SHEETS 10 1 ro—u—T] INED.14 SHEET S. W/ HD CENTERMATES AS%TLL AS QNNERS�L FLCABNG BLADE 42>OVARL HCO-WV *BLADE(D.�.OET.L 10,MCI I :N0ICAqV ON THIS SHEET,MAY BE USED WITH THIS ALTERNATE "STALLATIO14 D"-Hr SHOYN IN THIS SHEET. SEE END WALL CONN CTION- i/A 10 1, 1 (D (D n-l- VDR/8077". I �--------------------- T 1 3 TO I \ TUBE r Ar CA�Sll (4) FIN (4)R.V� 61 IN I PINS(TRp 1.,,Ass > VHV "T" LOCK (INSIDE) IL-A 2 5 2 A, oa 2 .31 EOYT] C2�� 1/4" 0-20 x 1 1/2" S.S.M.S. (RP! 35* 35 (OPTiou, Hf qEl-NOTE 6 FOR HV LOCK(33 Wj 7/8"0 x 3/32' WINGNUT. -.)HOB—HVB OUT -)C—HVC LOOK,ON SHEET S. @�Hv "T- LOCK (OUTSIDE) 28SYMMETRICAL HID CENTERMATES SYMMETRICAL HD CENT RMA ES W/ (3-Z-* LOCK (EXTERIOR) WI C LOCK (jNTERIOR) f SUIES (2024-T3-AUOY)tARCr FLVICc THIN100 SHEET NLITSERT.PART 1 032 Is"AnurACTURED BY @-& "DE'-CHER;'y TEXIOR".PARSIPPITAY.HE"JERSEY @ 07054 OR EQUAL. Q SEE"is.,t ..m a mo mw-AAx-G" IS V10 FOA Al CENIC.rINNES""ll"ClIs Wo E"Df.(D FLOATING STACK A. FLORIDA BUILDING CODE(Non High Velocity Hurriconc Zone: .......... Q 2017 EASTERN METAL SUPPLY, INC. .12017"ILTECO.INC. BERTHA HVTlA 4 Accordion Shutter System M TM T�E�coimc. A.S.S.A. RV. BLADE#1 W/OR W10 RV. WNDOW MADE Shutter Systems American REV.N,, DESCRIPTION DATE DRAVIN By'. LC. TJLLff TESTING & ENGINEERING COMPANY 0'7/�lj/17 % Association, Inc. I OLD 15-055 )7/27/17 OATT-E 4, 6— FLOR�A 3..16 on 1 2 DRAWING C Ph.- :(305)871-1531 4268 Westroods Drive NV'TV West Palm Beach, FL 33407 1 17-107 Elie-OCO6719 rrr TIALT %TI LIT Jr.P.E. ........... FLORIDA I:... f 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 9 OF 20 I r _......;_- is1t.•..-_�/..�.-.__._-_. _i-_......_._.-' f-..,'0_7_JC_-. POURED CONCRETE _. RIE : / r � rU1 CONCRETE _ LR� RETE POURED CGtJCRETE OR OR CONCRETE OR CONCRETE CONCRETE RETE 6LOC $LOCK WALL REOUREO BLOCK V1ALL REQUIRED BIOCK WAIL R°QUIREO R 17' —EXISTING GLASS /-EXISTING GLASS IEXISTING GLASS CONCRETE ANCHOR /-EXISTING GUSS T_ 2h�- Ca 16"O.C. IANSEPARAUr 1• _ }_-L 2"MTItJ.. I c I - . TO CRASS SFE / i ) t list. A1unaN ' 1 TO GLASS(SEE 'i I •^ M�rL SEPARATION (SCE IJ:H.SEPARATION� ? !`� SC au SHEET � ( i {!' Ta�{sE£ EO T'sTT'ED r TO GLASS(SEE 11 FOR @.ADE�4N0 , SHEETON 'i i SG•'EO:,,RE txJ S!JEEr 1/16'x3"MAX.-� ON SHEET 19-6R "i' 1 �I I TO ON SHEET I II FOR GLADE QAt4 BLADES 1)a 11 FOR BLAOc IQA^:D 11 FOR DLAIJE(j�AND (60'63-T6) CONT. :ON SI ICET 19 FOR / ON Sr'EET T9'FCi? ALUM.CLOSER r T f---L 'Ct7 SN££'t i4 FBF (LOCAFE AT 1 ` {fi;AOES Q&0 L '•; B O& eiAOES IQ&Q PLATE. (LOCATE 1/2" EITHER SIOE�� OF 4 AT EITHER rSIOF. MIN 1 i { O} 1/2"MIN. OFL✓) //r { ; A,USE i"OR 2"MAX. ?" t 1TO:if2"S.M.5.�! I I •� , __ (AS APPUCABLE)n2'x1f8".0'-2' 10,1/2"S.u.S_ _ 6 16"O.C. ALUMINUM. CUP)AT r O: 16"O.C. I If i : (606.'--7E ALLOY)AT MIDHEIGH7 �ri \,,10'R tr) BiOxi Jz"S.M.S.TOQZI F\y 4 /`� 4 •, ! (2)1/4"c TAPCONS ANCHORS TO I 4 i ♦ WALL AT 1-O.C. (LOCATE AT r" SEE DETAIL X FOR_' • EITHER SIDE OF'artSIDE CONNECTION (a) ; 1Q OR 1� OR @• SEE DETAIL X FOR^' VOR �• I T4 TRACKS ii SEE DETAIL X FOR_! r SIDE CONNECTION t 1 «�«©•(�«BOs 10•p« �" I ®«©•Q7 w 8(7«10•S'a« w�6 6•�7«8'6 10• S« TO TRACKS 7 • «6 7 c 8 f0. 3« id- SIDE CONNECTION p Q°Q•p�(Q Q« TO TRACKS I 1oaQ«p•p (1�i.p5« •1o•Q«Q•O�^©'©�^ j' � 10•Os«©-OMQ•p« O•U•p�^©.O•p°• !--�s}•7p.©�.©.p.p« {�•O•C�«O.O•p« ,', fl•O•©«O•U•pW p•p«C�•p«©•p« u�•O«p"®��(O-p« ©•la«p.O«Ofi•®r^ QQ•p6«p•p«U-Q« Q'�7e.«d•p«�•p«p•Q ®•p«®-p«U•Op©•� END CONNECTION DETAIL(j) END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL Q r 4 REWIRED ONLY FOR SPAFIS GREATER THAN 12'-0" �--POURED CONCRETE OP. CONCRETE ELCCK MALL AEXISTING .-EXISTING GLASS - GLA55 REQUIRED SRM.5�'ARADON r (j•10:1/2I S.M.S� i /--y --------- __ ____ _ TO GRAS X SEE 6' 16"O:C, \, trrt.5'�'�4 RTIC:*I Y x .,, —_---_ -_�� t.��Fy� SCHEDULE 014 SHEET �'� \ TO CLASS(EEE ? __ ________., ____-___. ___ 4"r OR H�OR l i OR 11 FOR`&LAOEQA.D CONCRETE 1/2"1.11114, SCHEDULE C14 SHEET at SHEET 19 FOR ANCHOR .,,% 11 FOR -_— 0OR30R(9oRCy8AO D,.AO'SS�q&Q• 12"O.C. \ (j�, OV SHEET 19 FOR CO^HOLEY£• +,; \ t7' i S` OLAcEs 0&(2) --------- OR(D EEO-- I / S D.C.LAr _- 1/2"MRL •`�__}_ I� 1 4 r.. £O _ `'COR S)OR(DOR % 2"uPi, , '• 2"MIN. : ♦ sEE UV..ITAHO14S OF USE FOR VIEW Y I BLADE 2)ON SHEET 19 i OR i J7 OR'I OR OR I 6 OR PLAN DETAIL X n6(DOR �• p«®«®•U7«BQ«1e•((�3« l• POURED CONCRETE OR «t�- 7O«(�«10-p'" t0.�6„G'l,G:l�,41,®•, END INSTALLATION CONFTE BLOCK WALL 1 d pb2«©•�°Y Q, 7 11:11 �@6ff 117::JJ REQUIRED lJ l7 O'Q•©nO.O•®« ( HV BLADE OR hA HV WINDOW BLADE INTO `—� ` «p•p•p6 © CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q snq,i% f �,ONNECTiON DETAIL 6� ©� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' t' ._...q,` f ^�• 02017 EASTERN METAL SUPPLY, INC. 02017 TILTECO.INC. BERTHA HVTM ' 1iccordion Shutter System 7 ECC? ..-. H.V.HvMAN #1 w/OR w/o H.V.WINDOW I?LHDE American Strutter Systems E•-» DESCRIFTION DATE DRAWN 6Y: L.C. 71LUT TESTING & ENGINEERING COMPANY '.n.��'• 'Q d Association, Inc. 1 SLD I5-085 7/27/1 DATE: 07/27/17 `,L' •• E• R 6]55 N.1'!.:6:1,.54,S1c 105.1IR,7.NW CAGOENS.FLCR 3316 �C3ArTl44.4ti 4265 14testroods Drive z i� --- .�--- y PA­:(305)871-1530.F6::(aw)s7r-Isar pR.4WiNG No _. L) •• �'rr <-m6�: 6o661.t6m West Palm Beach, FL :33407 5 C A.CDOTIL T t 17-107 "y^'•�-r.r.rrsrr•''` %ALTER A.rn.Ut.r.P.E. s SHEET FLORIDA Uc.B 44167 P.E. SEA!_/SIGNATURE/DATE 6 10 OF 20 I� _ 1 1 � / •2* .1. .t tj •t.1. t IMI. w�l' •' t. :71 •: •. :i t• t ®IL° ' EEox""Mumm • unEmE0E�7dO0EEE d0 Ei>t0 Q O O ddp©� pO m��E d�immEar�i '� pppoo 6immE70a0piilmE dp� ®mpp 006rmm0 Q�#m�77[�QQ dd dEtlRua ERlOmEId[i[�R�EMSHHHHEd®mi=E� a Ingo"RuEm�m�.�.nt�Eu��o M � IN pLZl�iE 7QOm1O07m�7E �EE m�7OQ d6�mm ODEE]adO[�Od E 7 ua ddKKX dd[�M E3 d mm • m" MEEIM pp OR�dOdtlppdQd OOmd61QQQQ mm ° AE CrE© dOAddd�Q R7 aQ[fag®�®m�7p00046��1m0000�70®mE1000aQ,mmp[�i�l�®!�Q/�i7[IdQE�i �EEEv ; ®EEEEI HEpI®md1EE0pd0EpEEEEE�iRolM�®M�EoEEOOno0MH©n ' EEEdM®OEE�impnnoE®EEtI0001[�QmtEEIXIMMM QOQOadH"n" EE iLi�/EnO®ObOdO dim E�EODEmQgm0E000®E/Si®m©QE�m®mom AEE®mim�����addp®LiF�®"® � : EE® man EE�Eo®a ®EEuEmpod QIQII ENJOMolitCiEERef[�I=©n®6�mQ0E�QEmd MM=M 7a!®II��7pQQC�3ao ppd�p.go EEmmEOEEEEmEd7E�EEEEEAEEEEEOEEmOd OM"OOHoil EEUEPeEa�iEE©''O�E�aEm�imm IEEE®�'EnaaEir� m�Eaoda1 o3MM ®�mmoQaaEEm� d� amaa�m� • aaaamEEaan �mmnvaEEdirIoo� Qn , OmmME�iOO ®aaR�mmE�QQ�OmiF# Daae OmQQppQ O "= EMEM M mpQEEaE®mR7QEYai76i�3E�QOE�mIDE�ib�4aOdOOimt��7MON MEEKER. mogiEEamiE� E�Eno�B �p� ��q'��, ®OEEEaaE m��EQEOd�d�dp�d�d LC mmcan M OQ�®mEmaanalHARIMN Zanm�lLE7ae:iaana�®10 -a OdmO©OOO MKIM" mmm6lmmQ -=MMB�mm"M LLQ®aaaaaa®mK�EmOOEEddE3®E�3iiQd EEEWpEDEEE ® a®aa0ifi0EsEOEna�OE EE O�1�E iEEVO�idEE�] OOE � ®Qa E EEEE�mQ a aE�EE IEEE E ES EEE mm�'�Q�"iE'riEmmd©r mmKaneoa m aav o aeod EEEEE®E�mmEEEEEEEEaa��aEEE� ©EEEEE m aaa ra MM= oaaanarmimaaoaa� • =MM ®EEE�oaanEEE EEic�iaonaa�mooa Imam MM pLL�mmnOOaaEmQai�aa "ED= Ell" pM iP3ED= as is n O n ammmm QOE® mQaaa dnQdtlt�© E E an°a EEE�Eaam�®� naaani�ciEEanE ��aonE ®EE©EEana�aEmm-i• aao nam aa�• Daae ® oaM aan it11 C mn n nasm a n Q n [m0 O ®d da �EEEEEEEEEEEEEEEE®EEaEnEEEEEEE"isaEEEEoEE�EEE go aN® aaad a fa�#R7aaaoa6�mQ0o aa6f®aaaao�:a�Qoo EL7a1�E7mnaaaood0 OdO ®�Eaaananafmoaoiamn iaaaaoa �oaia�:i aaoand©�Qaano • a Q�pp��pOpapApnafmi�aaoi�m�EEEEE�E® �EEp� � ��aoopdppor�d��orvoo nasonE03 or..® A man OEE�don-suou"©R�EEEn M17 USHEEEEEEEEE�EEEEEOEEEEEaEE is EEEEE �� �EE it�noonv�anma aaa�a�Eaoaaomaamananna� M�oinroian "CH EHQ�E��E�oEEEE� EE®p EEEEEEE E �gENEME "on 4,Eann a aHE smfL7aann6Y1T.�®� MWE i ;.1 MAXIMUM ANCHOR'A SPACING (L)5CHEDULE FOR A GIVEN MAX. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.D¢IM NEGATIVE PRESSURE RATING AND A CORRESPONDING AMOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALATIONS (SEE MOUNTINOS E G;&'IH ON SHEETS 6&7) 1,ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED ODNCREIE/OOfiORETE BLDCK T POURED CONCRETE (A) TO EXISTING POURED CONCRETE: (A6n.rc - 3 ks) MAXIMUM E@WALL SILL MOUNTING G@CEIUNG MOUNTING FLOOR MOUNTING - 1/40 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.DUSLDEX.(Min,FC= 3 I¢.1 SPAN ANCHORS SPACING J.LQLM - 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. (Min,rc = 3 W) (N) 4S.D,KSGN NECAMI PRESSVPE RIRNIG(psQ US(L DMGN NEG4TN£PRE59JRE RU1,N p- 9.0.DE'9GN RECATM PRESSURE BAIN4 ps1 - i f4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.Yc= 2 ksi) TAPCOTAPCON OR 30 40 fiD 75"!90 H2O 160 205 30 40 50 75 90 120 160 2d5 30 40 60 j 75 30 120 160 205 -N WITH ADVANCED 1 j4"0 TAPPER+ANCHORS AS MANUFACTURED 6Y POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT &SPECIALTY f a 12 IO 9 8 8 6_5.5 74 i2 IO 9 e 8 ;6 6 74r12 10 9 8 8 6 6 7HREADFORi./TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. (Min,1'C =3 ksi) V-O" 14 f2 t0 9 8 8 6 6 to 12 10 9 B 8 ,6 6 14 10 9 8 8 8 5 ALL P0114TS SOLID-SET OR LESS 14 72 10 9 8 B 6 6 14 12 10 9 8 8 '6 6 14 10 9 6 5 6 S GLUE TAP W/CAP NOTES: 14. 12 10 D e e 6 7 14 12 50 9 8 8 'S 6 14 t0 9 8 8 6 6 A.i)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER. 14 12 t0 9 8 7 5.5 3.5 14 12 10 9 8 8 i6 6 14 10 i 9 8 B 6 5 TAPPER. ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAR ANCHORS IS 1 1/2". 4'-0" 14 12 10 9 tl 9 6 6 14 12 10 9 A e ,6 6 14 10. 9 8 8 6 Ss6 b 4 44 12 10 5 B 8 .b 4,5 t4 10 9 8ry 6 4 3.5 A.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE. NP EMBEDMENT 8 6 4.5 14 12 7o 9 8 8' t6 5.5 74 t0' 9 8 B 6 4.5 INTO STUCCO SHALL BE PERMITTED, 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 12 )0 4 7,5 5.5 3.5 - 14 12 10 9 8 SI .6 5 14 12 10 9 8 7_5.5 4 •SEE ttu; TIONS-0:05E FOw I RIAOE A?CN SHEET 19� EXIST,AND i"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 f0 9. 8 $ 6 6 14 12 10 9 8 B' I'6 'S.5 14 12 10 9 9 8 6 4.5 14 12 10 9 8 7 < - 14 /2 10 5 8 6.5 ,5 3.5 t4 12 f0 8 6S 5 3.5 3 A:3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING V.'AtL OR F100R, ib 12 10 9 6 7,5 4.5 - 14 12 10 9 8 8. '.b +.5 14 12 10 9 8 6 4.5 3.75 ANCHORS SHALL DC.LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL nNISHEs.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9,5 ZS 6S 65 - - 14 12 50 9 8 7.5 5.5 4 to 12 l0 9 8 6 4.5 3.5 NOTES A7)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0" .�4 t2 10 s 8 _1_1_ - i+ 12 10 9 8 8 6 5 14:2 74 9 8 6.5 5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. la 12 '10 9 7.5 5.5 3 - 14 12 10 8.5 7 5.5 1.4 3 14 12 8 6.5 5.5 4 3 - 144 12 10 9 a 6 - - 14 12 10 9 9 6.5 5 3.75 t4 10 85 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 6.5 5.5 3 - i4 12 70 9 6 6.5 4.5 3.5 14 12 IO 8 7 S 3.5 3 - 1 f4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.SUILDEX. _ i4 12 10 9 B 8 - - to t2 to 9 8 71 5 4 t+ ao 9 7.5 S.5 i 3 - 1/4"0 x 3/4"AL POINTS SPLID-SEI ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7 N4 12 10 .$6.5 } - - to :2- 9 7.5 6 4.5 SS - 14 10.5 7 Ss 4.5 3.5 - - - 1/4-0 BLUE TAP CONCRETE ANCHORS 5V/CAP AS MANUFACTURED 13Y FLORIDA FASTENERS DIRECT,INC. 14 12 10 6.5 7 4 - - 14 12 t0 9 7.5 5:5 '4I - 14 12. 9' 7 7.5 4.5 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED B:'ALL POINTS SCREW. BOLT&SPEC 7Y 14 11 7 5.5 4S 14 12 19 9 7.5 5.5 4: to 12 9 t 7 6 4.5 3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC, 8'-0• 11 12 iO 9 8 6.5 - - 't4 52 10 9 8 6 1 A - l4 12 10 8 6,5 5 3.5 - NOTES: 14 17 8.5 7 5.5 3 - - 14 112 8 6.5 5,5 4 I 31 - 12,5 9.5 6 5 4 3 - - R.N)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS.1 1/4"AND TAPCON 14 12 9.5 7.5 '6 - - - 14 12 9S 8 5.5 6 - - 14 12 8 i 6 6.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 73 9.5 6,5 5 3.5 - 16 12 10 8 6.5 5 ,-1 14 12 8 6.5 5 4 9,-0" l4 12 10 9 8 - - 14 12 IO a 7.5 4,5 -1 - M 12 8:_5_i 7 L 8.2)MINIMUM EMBEOMENT OF 1/4`0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO is 11.5 7.5- 6 4 - - 14 11 7 5.5 5 ].S - 71 8 5 4.5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4"0-20 S.S. MACHINE SCREW USED SHALL DE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 72 8 6.5 4.5 - 14 12 8.5 7 5.5 4 -( - 14 V0.5 ] 5.5 6 4.5 - EXIST,AND I'MINIMUM FOR WALLS WITH NO STUCCO. R141 s 5s 4 _t4 12 9 7 6 aS. -1 - 14 ti 7 5.5.4.5 3.52 10 9' 7.5 - I- 14 12 10 a 6.5 5 -! f4 12 8 6 5 4 - - 6.3)IN CASE THAT PRECAST SONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 0.57 5 3.5 - /3 9.5 6.5 5 4 3 - - 10 7S 5i 4 3 - - ANCHORS SNA1 HE LONG ENOUGH TO REACH 7NE MAN STRUCTURE BEHIND SAO 5YA1 nMSHES.ANCHORAGE SHALL BF.AS INDICATED ON l'7.5 5.5 - - - is It.5 9 6 S 4 - - its 9.5 7 7 5 a a - - NOTES 8.1)&.B.2)ABOVE.FOR INSTALLATIONS ON MNYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT DIIS:ENGIN7ER 10.5 8 5 _ 14 12 8 6.5 5,51 4 13 10 6,5 5 4 _3 FOR iMSFALLATN0 INTO EIFS VA Ii METAL STUDS SEE SHEET 20. 14 12 10 - - - 14 12 9 7 6 a.S - - 1A 10.5 7 5.5 4.5 3.5 - 11 12.5 9.6 5 12 9 6 45 4 J e J 4.9- 3.5 3 _ _ _ (C) ANCHORS SHALL DE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MAh1UFACTUTo R. i'4 t0 7 - - - - - 14 10.5 7 5S 4.5 - =f 15.5 8.5 55 4.5 3:75 - - 9.5 1+ 11,5 7.5 6 5 - -1 - 12 9 6 4.5 x - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(END.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. i2'-0"113.5 Ti-T7 t0 - - _ - - t4 i2 8 6.5 5.5 - - 13 t0 55 5 t - - - EDGE DISTANCE VE,(2S1�S,SPAC-(NG SCHEDULE FOR ANCHORS: IT 8 5.5 4 3.51_- - - 8. e 4 3 - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE OSTANCES INOICAIED BELOW,FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 9.5 6 - r- 13 9.5 6,5 5 4 -I=10.5 8. 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS r6.5 it.I1.5 7 5.5 4.5 11 8.8 S.5 4.5 3.5 REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. il�4_ 12 - - - - 14 11.5].5 6 5 - - - 12 9 6 4.5 4 - - - FACTOR e - - - 10 7.5 5 A 3 - - - 7,5 5.5 4 3. - - - - ACTUAL TAPCON WITH ADVANCED TAPPER + b.5 - - - - - - 12 9 6 -i .5 I: - - - D.5 7 5 .4 - - - EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP MIN.SPACING A 6 - - - - - - 13 9.5 6.5 5 - - - - 10.5 7.5 5 4 - - - - 1 HV BIDE OR DICTANCE - 14 - - )4 10.5 7 5.5 - - - - ii 8.5 5.5 4.3 - E.D. MIN.SPACING = 3' MIN.SPACING- 3" MIN.SPACING-3 1/2' MIN. SPACING - 3' 3 3/4" 4" 14'-0' _ - (1)HV BLADE W/ POUR.1 CONCRETE& paaD TETE COVQSIE AOaC POURED CONCRETES POURED CONCREE&E�Uf3'x1'ONCREE OONUIETE ADO 7 4.5 ].5 - - - 7 5 3.5 1 3 CONCRETE BLOCK CONCRETE BLOCK CONCRLT BLOCK tS.S $ - - - - - ii 8 3.5 4.5 - - - - 9 6.5 4.5 - - - - _ (1A7 HV WINDOW L4N,ED.v3' WIN ED.v3}f2` L9PL E0.v2 i/2• It.N.ED.•3 1 MN.ED.=3" WN.FD.-3 i/2'MY ED.•2 i/2' 12 8 fi - - - -, - 9,5 7 4:5 1- - - - - BLADE WORKING 3" I.O 0.90 1A 0.78 1.0 0.84 _1.q 1a _ _ _ _ _ i_ _ 13.5 !O IIS - - - 50.5 8 5I- L15*-O' _ _ _ _ _ 2 1/2' --_.__- 0.81 __ I.O� _- .-- 0.67 1.0 9 - - - - - - .5 6.5 4 - - - - 6,5 5_ 3 I- _ _ _ _ IN UNISON ♦- f0 - 10.5 8 5 - 8.5 6 4 ' - - - - 2' 0.71 0.51 7 - - - - _-_ - it.5 8.5 5.5 - - - - P 6:5 4,5 - N- - - 1 3/4' - 0.91 - - - 0.43 - 14 - - - - - - - 12.5 9.5 6 - - - 10 7.5 5 4 6 a.5 1 1/2' 0,35 _ _ _ _ 0.35 9,5 l 5 - - - - 6 b . - - - - FLORIDA FILDING CODE(Non High Velocity Hurricane Zone; to q t{.1 yy.. (9)2017 EASTERN METAL SUPPLY, INC. .........,.1" 02017 TILTECO,INC. ._ 41 a '' ,,,1VtJN�+•` _ BERTHA • ✓� Tji -�- '� , Et E C o 1 N.. Accordion Shutter System r r ■ r H.V.HvE3LPDE#1 w/OR w/o H.V.HvvnNDow TRADE T•�N'�. TILLtT TESTING & ENGINEERING COMPANY American Shutter Systems EV,Nu DESCRIPTION DATE DRAWN 8Y: LC. ' '�" '• N[ !•"' 6355 N.W.26:n.51.,51e.305,V=NK GMOD+S,FtOaIIr 33T6$ AssocIction, Inc. 1 OLD 15-085--'7/27/17 DATE: 07/27/17 I I G7 �� 4; Phone:(305)875-1530,F9x:(305)877-1531N 4268 Westroads DriVe z DRAWING NO td ORiDP .: 4 ,q '6 -nRE:ES-0006719 om West Palm Beach, FL 33407 3 17-107 i A-/ rY qq'1 rMi1 WALTER A.TAUT:i.P.E. 4 rYp� F19 FLORIDA Lia f 44167 5 SHEET P.E. 'S� 7SIGIIAI�f�C/DATE 6 13 OF 20 .i ,t MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, R,$D DESIGN NEGATIVE PRESSURE RATING AND A'CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS r I (SEE MOWMMM 1.J.K&L Ori SHEET 7) POURED CONCRETE ,POURED CONCRETE CONCRETE BLOCK (9WALK OVER h 1 TRENOIi AN, {QRS SPACING LEGEND f.SIAM -ld0UNT1NG -OJ RNryGUARO MOUNTING KQ 1'7ALL/F1.00R MOUNTING ©WALL/WALK OVER MOUNTING ' TAPCON OR (k) A5,0.CF;51SN NEFJ,114E PRESSURE TINGRA (P8 A9Q OL9Ct1 ISE6971E fRE6URi MTlYO([::1 4SA 0E90N NEGAiT{FNE55Tt6E RAIDiO Ty41 A5.0.C6'gl NEG4ThE FflESSME 847&0(FU TAPCON WITH ADVANCED 0 40 60 7s 90 ,20 160205 30140 60' 75 90 120 160 205 307eo 60 75 90 120 160 205 Jo 4a 60 75 90 720 i6o 205 THREItOPpRM TECHNOLOGY /4 t2 10 9 8 8 6 6 12 12 12, 12 12 1.5 8.5 65 7 T 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3-0" it ,2 18 9 8 8 b 6 12 12 12i 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R LESS 14 12 10 9 B B B 6 ,2 ,2 12, 12 0.5 B 6 4,5 -77 7 7 7 7 7 7 6.5 5 9 5 5 5 5 5 5 BLUE TAP 14 12 10 9 8 8 6L 12 112 t21 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 S 5 TAPPER+ 14 12 10 9 8 8 6 6 12 112 121 12 116 8.5 6.5 5 7 7 7 7 7 7 5.5 4 5 5 S 5 S 5 5 4 14 12 10 9 $ 8 6 6 12 12 12:12 12 93 7 5.5 7 7 7 7 7 7 7 7 S 5 S S 5 5 5 5 14 12 10 9 6 H- b 6 12 12 121 9.5 6 6 4.5 3.5 7 ^7 7 '7 7 7 0.5 5 5 5 3 S S 5 S 5 14 I2 ,0 9 8 8 6 6 12 12 121 12 10 7.5 5.5 4 7 T 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 74 12 10 .9 8 8 b S_12 72 12I IT 9 7 S 4 7 7 7 7 7 5.5 4 3 5 5 S 5 5 5 4 3 14 12 10 9 8 8 6 6 12 12 12;12 10 7.5 5.5 1 7'• 7 7 7 7 7 7 J 5' S 5_•5' .5 5 5 S 14 12 10 9 8 0 b 6 12 12 9.SI 7,5 1 6 45 3.5 - 7 7 7 7 7 7 5 13.5 5 5 5 5 1 5 5 5 4 14 12 t0 9 8 8 6 6 12 12'.,219.5 1B 6 4.5 - 7 77 7 7 7 5.5 4 5 5 5 S 5 5 5 4 * SEE ANCHOR 14 12 10 9 a B 6 6 12 t2 1.5 9 7.5 5,5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 Is 5 45 3.5 - SPECIFICATIONS 6-0" i4 t2 t0 9 8 _8 6 6 12 12 12 f0 8 6 4S 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 01'1 SHEET 13 14 12 10 9 8 8 6 6 12 12 W 6 5 4 3 7 7 7 7 7 5.5 4 5 5 5 S 5 5 { 3 14 12 50 9 8 8 6 5 12 12' 10' 8 6.5 5 .75 - 7 7 7 7 7 fi 4,5 - 5 5 5 5 5 5 43 14 12 f0 9 8 8 6 6 12 12 '.10, tl 6.5 5 3.5 - 7 7 7 6.3 5.5 1 5 S S 5 5 4 3 7•-O" 14 12 10 9 8 8 6 6 12 12 t2: 8:5 7 S { 3 T 7 T 7 7 7 7 6 5 5 5 5 5 5 5 5. 14 12 10 9 8 8 b 6 12 10 6.5. 5 4.5 3 7- 7 7. 7 6.5 5 J 5 5 5 5 5 5 S.S -5- I 12 10 9 8 B 6 6 12 12.8.5 7 5.S / -7 7 7 7- 7 5 - 5 5 5 5 5 5 4 0 VALID ONLY FOR U? TO +?p, -.75 14 12 10 9 8 8 6 - 72 12 8S' 7 5.5 4 3 7 7 7 5.5 4.5 3 - 5 5 5 5 4.5'3.5 - - PSF A.S.D DESIGN PRESSURE 14 12 l0 9 8 8 6 12 12.10.5 7.5 s 4.5 3.s - 7 7 7 7 7 7 7 ♦` s s 5 5 s s s' s RATING & FOR SPANS PER 14 12 t0 9 8 8 6 - 12 5 6; 4.5 4 3 - 7 7 7 7 5.5 4 - - 5 5 5 5. 5 t 3 SCHEDULE n3, SHEET 11 14 12 To 9 8 1 8 6 - 12 11 7.5• 6 S .73 - 7 7 7 7.5;.6 4.5 - 5 5 .5 5 5 4.5 - ,4 112 10 9 8 8 12 11.5 7.5' 6 5 3.5 - 1 7 7 6.5 5 4 5 5 3 5 4 3 ' 9-U 14 17 70 4 8_8- - - 12 r1293.5.5 SS .{ 3 7 7 7 7 7 7 5 3 5 5 5 5 5 5 55 14 12 10 9 8 8 .0.5 .5, 4 3.5 - 7 J 7 6 5 3.5 - 5 5 5 5 5 4 312 1_ 9 8 8 -- t2 63` 5 1.S - 7 7 7 6S 5.5 - 5 5 5 5 5 { -14 12 10 9 8 8 12 .7!.5.5 l.5 3.5 - 7 7 5.5 1.5 3.5 - 5 5 5 4.5 3.5 - tO,-0"14 12 To 9 8 8 - - 12 11�8.5 6 5 3-9 _7 7 7 7 7 -7 4.5 - 5 5 5_5 5 S ,5 4.5 11 72 10 9 8 e - 9.5 7 4.5 3.5 3 - 7 1 1 1.1 4.S - �-5 5 5 5 4.5 3.1 14 12 10 9 8 B 12 9 6''. 5 t 7 - 7 6 5 - - 5' 5 5 4,S 5 - - 14 '12 10 9 8 8 12_9.5 6.'5 4 3 7 7 5 4 3 - 5 5 5 4 3.5 - 14 12 f0 9 6 H - - 12 10 7.5.5 4.5 3.5 - - 7 7 7 7 7 7 3.5 - S 5 5 5 5 s 5 4 14 12 10 9 8 8 - - 8.5 6.5 4 3.5 J - - - 7 7 6 5 . - - 5 5 4 - 5 4 3 ( I H V BLADE O N LY 14 12 10 9 8 8 - - it 8 5.5 ,4 - - - 7 7 7 5.5 4.5 5 5 5 43 - - - 14 12 10 9 6 1.5 8.5 5.5'4,5 3.5 - 7 7 4.5 3.3 - 5 5 4.5 3.5 J 12-U"14 t2 f0 9 8 _ - - 12 9.5 65, 5 4 3 - - 7 7 2 7 7 b 3 - 5 5 5 5 5 5 4.5 35 14 12_10 9 B 8 6 41;3 7 7 5.5 4.5 35 - 5 5 5 4,5 4 3 - - 11 12 10 9 8 - - _Z_ 7 f0 7.5 S +4 - - - - 7 7 6 5 75 5 5 5 4- 14 12 t0 9 6 -0.51 B 5 1.4 35 - 7 6S 4.5 3.5 - 5 5 4.5 3.5 J I4 12 10 9 8 - - .1.5 8.5 6 5 4.5 3. 3 - _- 7 7 7 '7 7 4.5 5 5 S 5 5 5 4S'3_5 13-0"14 l2 10 9 8 7 5.5 15_0 7 7 5 4 3 5 5 5 1 3 14 12 f 0 9 B 9 1 7 4.5'13,75 - 7 7 5.5 4.5 - 5 5 5 4.5 4 14 12 10 9 to 7.5 5 li4 3 7 6 4 3 1 5 5 4 3 14'-0"14 12 10 9 - - - 105 8 5.5 -4 3.5 - - 7 7 7 7 1 7 4 - 5 5 5 5. S 5 4 J 14 12 10 0 6.5 5 3 _ 7 7 5 3.5 - 5 5- 5_ 4 _ 14 12 70 9 - SS 6.5 4 T T 5 4 5 5 5 4 14 12 10 9 7 4.5 3.5 3 7 5.5 3.5 - - 1-' 5 5 3.5 J 15'-0"14 12 10 - - - _ - 10.7.5 5 !4 -3 - - - 7 7 7 7 7 3.5 14 12 10 6 14.5 3 7 7 4.5 3 5 5 4.5 J.5 14 12. 10 - - - _ - 8 6 1 - - - - 7 7 3 - 4 - - - 11 I2 10 - - - - 8.5 6.5 4 3.S - - - 7 5.5 J- - - - - - 5 5 3.5 - - - - - I6"-0"'14 12 ,0 - - - - - 9.5 7 4.5 J.5 J - - 7 7 '7 7 6 ] - 5 5 5 5 5-4:5 S.S i4 t2 t0 - - - - 6 4,5 3 - - - 7 6.5 4_ - 11 1z '1`0 - - - - - zs 5.5 .75 r - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' T 1 111 ' l 'meq 92017 EASTERN METAL SUPPLY, INC. C e2017 TILTECO.INC. .......... ._._.�.1. BERTHA HVTM A �11 L 1 E C O N�� Accordion Shutter System a 4- Ai��? ■ � ■ ■ H.V.HvBLADE#t w/OR w/o KV. >MNDow BLADE s // American Stluttar 5Lc: stams TILUT TESTING & ENGINEERING COMPANY Y Er.N DESCRIPTION DATE ORAwN ft Association, Inc. I OLD I5-085 7/27/1 DATE': 07/27/17 6355 ILW.35th.SL,St,305,NR0941A 0A90MS.FLOROA 3318 y � \ Pit- (305)871-1530.Eoz;(3057 871-1 5 31 f268 Nestroods Drive 2 DRAWING No �< ''"}(L 111 a-mon:o11ee9C9oLeam West Palm Beach, FL'33407 3 AI �� t41 E6-DaD671s 4 17-107 tett V:ALTER A»TiiiT P,£. FLORIDA Lia�4j4'167 5 SHEET P£. S d£/3ISN Af6RE/DATE 6 14 OF 20 1. A.S.D. DESIGN PRESSURE RATING (D s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE 11� (SEE MOUNTINGS ON SHEETS 16& 17). SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No, 2 W/ MIN.'G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 tv/MtN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN, G=0:50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLNNOOD MO CG=O.So W/ tt'/ MIN. G=0.43 W tdlN. G=0.36 G4%NUN SPAN{+t) MIL MO TINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T I� R FLOOR VMOU XTINGS M. N. 0 & R FLOOR WMOU MOUNTINGS M. N, O & R FLOOR YM�MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS ST.c.ST tFUFd kFACEf PAR6(rS}3A{OY71 IEdIE iA.,a'4FE,FAR&(s'') ti 6301 RV1Gt f4tmfi flaC 0+) 6331 R:Gk:f rN54e:run^•tW)ASC RF4�1t AtlF&PuIdK PATk Tla) SF.rQN9N M"aTF.tfrS9Sf+Pit7,'ij91 '�R15]t Muir's FPEsr_vAIIe{ La o''ISI I`.fl?N:afSYtt RttNI;•;ps)s1,ICiA n�iec Pr:3VFi riRS(�}+sA aaII rcJR.<.R'SifE ht'Pe(p) 30 4 60 75 SO OS}0 40 60 75-9tl OS}D 40 5b 75 90 105 30 40 60 75 I90 105 30 I40 60 75 9C 05 30M 40 5D 75 90 OS 33 140 60 75 90 05 30 4D 60 JS 94 Y05 30 40 60 75 40 45 30 40 60 75 90 45 -0'0� '12 10 9 E 8 fi 6 6 6, 5 6 12 10 10 9 8 8 6 b 5 6 6 6 12 10 10 9 B 8 6. 6 6 6 6 6 5 4 a 3 12 12 12 .2 12 12 12 12 12 12 12 12 12 72 12 12 12 12 0' 12 1 10 9 8 8 6 6 6 fi 6 6 12 14 10 9 8 8 6 6 6 fi 6 6 12 10 f0 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 t2 t2 72 12 12 72 t? 12 72 12 12 12 12 12 12 12 12 10 2 8 8 6 6 6 s 6 5.5 12 10 10 9 8 '8 6 5 6 6 6 5 12 10 10 9 8 7 6 6 6 6 8 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 OE .-_..._... <5 12 10 I4 9 6 3.5 6 6 6 6 5 4.5 8 12 10 E e 6.5 6_ 6 6 6' 5'.5 4.5 12 10 10 9 8 5 6 6 6 '.5 5 _ 5 4 4 3S - 12 12 72 t2 12 /2 12_t2 t2 12 f2 12 12 t2 72 72 70 8 _ •-0' t2 10 10 9 6.5 4 6 6 6 5 .5 s'.5 4 12 10 10 9 5 6 5 6 5 A 3.5 12 10 10 7 3.5 - 0_ 6 6 5 4 3,5 6 5 4 4 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 .0.58.5 7.5 _t2 10 1.5 4.5 3 6 6 6 5 14 3.5 12 10 10 6 3.5 0 6 6 5 S 3.5 3 12 10 IC 4 _ 6 6 5 .5 3.5 3 6 4 - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 9'-0' 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 t2 10 9 4 - 1- 6 6 4S 4 ,3 3 12 10 4 3 6 6 4.5 4 3 3 6 5 3.5- 12 12 12 12 Ti-70. i2 i2 12 iS9:5 8.5 12 12 10 8 6.5 5.5 10-0" 12 10 7.5 4 - 6 6 5 d, ',3 - 12 IO 6 3 6 6 4 .5 1 3' - 12 10 3 - 6 6 4 .5 3 6 S - 72 T2 72 12 1.5 9.5 12 12 12 10. 8.5 7.5 12 17 9 7 6 5 TY-O" t2 iG 5.5 - 6 5 4.5- - - t2 SD d._5- 6 5.5 3.5- 12 10 - 6 5.5 4 6 5 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 5.5 5.5 4.5 12'-0' -12 10 d.5 - - 6 6 _4 12 10 3.5- - I- 6 5 3.5- 1- _12 10 - - 6 5 3:5- - 6 5 12 12 12 i t,5 9.5 8 12 12 1 1 8.5 7 6 12 I_7.5 6 5 IS-O" 12 10 - - 6 6 - i2 t0 6 4.5 - - �- - 12 7.5 - - - 6 4.5 - - 6 4.5 - - 12 12 i2 SD. 8.5 7.5 12 12 Tp 8 6.5 5.5 /2101-11 7 5.5 4.5 4 14'-0" t2 f0 6 5.5 - - 12 7 - 5.5 4.5 - - 12 7 - 5S 4.5 - - 6 3 - 12 i2 12 9.5 8 6 12 12 9.5 7.5 5 a,5 12 9.5 6.5 5 4 3 15=0' 72 - - - - 5 - t2 - - - - 5 - - - 12 - - - --- 5 - - - 6 - - - - 12 12 17 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 4 - I6'-0" i2 - - - 6 - - - - 12 - - - 5 _ - - I- I1.S- - - 5 - - - - 6- - - - 12 12 10. 8.5 6.5 A 12 12 8 B.S .5 3 17.58.5 5.5 <.5},5 4, Q HV BLADE OR 1 HV BLADE WZ 11-4 HV WINDOW BLADE WORKING IN UNISON' •SHE UMxARONS OF USE POR RLAC•(,I A.)or:S.Fn le I, + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SCLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: ,I -SOUTHERN PINE No.2 Y/G-0..55(NoS) -1/4'6 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR IT/C.O.50(N.D.S.) EACH SECTION ON SHEETS 16&'1?. -SFRUCE PINE NR NORTH W/G-0.43(N.O.S.) EXCEPTION;SEE NOTE 7 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(N.O.S.) -MIN. 1/2'CDX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW'CEIUNO'SHALL BE AS PER MOUNNIC TYPE U,SHEET 77 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPEGFICATiONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICAICNS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE{Hon High Velocity Hurricane Zone 02017 TILTECO•INC. (9:2017 EASTERN mux SUPPLY. INC. N& tiJ� BERTHA HVTM XS Accordion Shutter System H.V a 11, C O roc. ■ ■ ■ ■ . MADE#1 W/OR W/O FLV. WNDOW 13ADE American Shutter Sysfem5 V.N DESCRIPTION DATE CRAWN BY: L.C. TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 a,p 15-0857/27/1 DATE: 07/27/77 .• $ 6355 NAY.361n St.,Sl,.3G5,MRGCM GARD]aS.FLCRAA 33tO 42b$ Westraods Drive 2 S5 Ph-:(305)871-1530.Fa.:(305)671-1531 DRAWING AIO -, (� e-noa:URoaoaaaot.cam West Polm Beach, FL 33407a •�.t...... EB-0006719 }' r�IY L�13 j1{;i WALTER A.711,60 Jr.F.E. 4 FLORIDA Lie.(I 44167 s S 1ST OF 20 i P.E. SERCf�iGNA1UftE/DATE 1,1 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & a HV* BLADES AS APPLICABLE) WALL FINISH MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATiONS INTO WOOD WITH HV BLADE �1QNLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 1,9 FOR MAX SPAN & 1/4-0 TAPOON OR TAPCON WiHREADFORITH ADVANCED A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE CI) WORKING IN UNISON ............ ; : 11 - IA TECHNOLOGY' 4*0AP 0 R T C N 0 I _TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/1 1/2-Min.PENETRATION ------- OF THREADED AREA TO W/ 1 1/2'Min.PENETRATION or THREADED AREA TO EXISIING IAV.SEPARATION T WOOD EXISTING WOOD HEADER. HEADER.(SEE SCHEDULE 014 SHEET 15) TO GLASS(SCE 01OR (SEE SCHEDULE Oki SHEET is) _0-2Ox3/4_S.S.MACHINE 1/4 SCHEDULE ON Sal (g)DR 108 scrCws wl 1/4'-20 NUTS 11 FOR BLADE 0AN01 V 0 12'O,C. ON S.-W 19 FOR -3 OR ffi- BLADES T-Ar EXISTING -EO- E GLASS-4 inX 12OR I WALL OR FINISH EXISTMIN. }(_OPTIONAL (WALL FINISH N 2.4 WOOD EXISTING MIN. HEADER REQUIRED OR (31 - VW V4000 S-6 TAPCON HEADER. 1/4 OR TAPCON WITH ADVANCED REQUIRED THREADFORM TECHNOLOGY W/ 1 1/2" EXISTINGMN.SEPARATION i—<D Min.PENETRATION'Of THREADED AREA TO GLASS-- To GLASS(SEE HEADER. LE CAI SHEET ON TO CLAS it rl FCR EXISTING �—(S�EEf"'S&fp:u�`UALTEI (SEE ON SHEET ON SHEET S11) S) ON SH GLASS--j i1v 2 x SILL PLATE �HV—WALL HEADER INSTALLATION V WALL S1L L I NSTA LLATIO HV WALL HEADER INSTALLATION I T IN.SEPARATION TO CLASS MIN. SEPARATION TO GLASS .I I I i. 'SEE SCHEDULE ON SHEET I I'- CLAS (SEE SCHEDULE ON SHEET I t)—--, EXIST114G EXISTIN IN.SEPARATION TO GLASS I 2.4'CCNT< CLASS." (SEE ULE ON SHEET 11) GLASS_, WOOD PLATE 1/4'0-20�3/4'S.S. MACHINE SCRE,',S FIlI Z, .-20 NUTSIi REG*b- p! USING, 1". SCREWS 11/4-ZU NUTS 0 12- 4 _jI 0 12*D.C. @8 D.C. WALL NISH 1A �55 � 03 OR 15 AID V__ 2-.4-CONI.- Jdltil WOOD PLATE T OR 1/4'c TAPCON OR TAFCON WITH ADVANCED I THRFAQF0RfA TECHNOLOGY W1 1 1/2- REQ*O. E 2 '-ED EO_ 6CNi PA;n. PENETRATION OF THREADED AREA TO i 1/11"o TAPCO14 OR TAPCON WITH,ADVANCED Do ADER. 1/4-. LAPCON OR E THR FORM TECHNOLOGY W/ 1/2- EAD RE 'o. (SEC SCHEDULE ON SHEET, 15) Min.PENETRATION OF THREADED AAE4 TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL INTO PLYWOOD :� I i/2_ Go THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. WALL FINISH L AX SEE SCHEDULE 014 SHEET 15) EXISTING MIN.2 4D. • W1 1/2'Min PENETRATION Or 2-MOUNTING SECTIONS CAN BE O.C. PLYWOOD RED STUDS a 16, — - (SEE SCHEDULE ON SHEET 15) SUIT A14Y INSTALLATION. H V WALL SILL INSTALLATION A, /2"MW.COX PLYWOOD REOV REO'D. PLYWOOD TO 3E WALL FINISH—\' THREADED AREA INTO PLYWOOD rOkASINEC,IN ANY WAY TO =EXISTING MIN. 2.4'STUDS 4D 16*O.G.MAX.RE:Q*D. ATTACHED TO STUDS IN P111 01)TO BE ATTACHED TO 111DI IN 111101DAIRCE ACCORDANCE WITH SECTION 2308 OF THE WITH�AEC�ILON SILL LOTHE F.B.C. .1 U ( HV IL INSTALLATION FZ.C. @ HV WALL SILL INSTALLATION S,- �7L I FLORIDA BUILDINGCODE(Non High Velocity Hurricane Zone' -��Yk k 02017 TILTECO.INC. 2017 EASTERN METAL SUPPLY. INC. .......... BERTHA HVTM Accordion Shutter System M_Mq , ,�r, AmS,S.As H.V. RfiDE #1 VVI OR W/O RV, WNDOW BLADE /I TE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAM BY, L.C. 355 N.W. SL,S��.30S.vIRGLI.GARDENS,F I Association, Inc. I OLD 15-085 07/27/17 DATE. 07/27/17 Lo. Phone (305)671-1530.F�-.(305)B71-631 4268 Westroods Drive 2 DRAWING Na " Ht-000011com West Polm Geoch, FL 33407 3 C �0006719 4 17-107 WALTERTIL'JT Jr.P.E. /DAT ,E)A U.. 44167 5 16 OF 20 SHEET P.� S 0 E FLOr END INSTALLATIONS Cl) HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS F r sNDS REQ*D. Chs 2..'wz� OX. MOS. APF—LE) EMMG GLASS 110 v /A INISING CLASS 112 /z* ODA T MASS(SM —M- sm�M' PLY-00, so-ny�M Q. s5lcuz 0' C ON SKM Ll/2-Nn WTX I I FOR 8,M T40 t' 0. a9 F'dt ELKFS of 11'm pthPi 04 VIVET �-,\1-r 'T IQ* 'j 6194'ET 19 GOR `4 q, L AT • -'s,, T V.1.0t., A M • 019 P.C. /'hl)T S.M.S. C41 )u1.71'°4 1 C.-TO ♦ M2 OCTAL X FOPJ, 6)OR 1" OR 0�' S'OEcal.= TO TRAC=S S�OMX FOR-1 %-TIOR J (b 07 1-9,E0:.0 DE M.ECTI., C 7 Th, 10 TO @-"t -G-(K)-01-60-C.-0- '_ a .... 1 '.4 r- ; ­� 2 4 1 E� - ul.@ Z.r 1, 7 -C61 4-0:C. C7. 0-3- Co T-47�'- 4-0--cl,- CC-@0,,,,0S-:Ii-ca; fg- 0- JWJ CO END CONNECTION JDETAf END CONNECTION DETAIL---UNECTION DETAIL J,� END CONNECTION "C8, ohs7h =Pus'R Fv�'—12',* cuss .Z 4 w-.'A, .16 pu—hh..w Oc. SEE LHIZATIONS OF USE FOR ijr ww, SO� V7 *1 8L40E ON SHEET 19 I M Izc 1 o'ShPa 19 FOR 'p- Im f C13) OR 1w, 51 > &0, (s).za� VIEW n.'s. 2*."..,WoosFINI.- L S%'N REO'D. PLAN 5D-'T' ty, COD,07 9 cb-.f9Qj..ti-C51 @.@- DETAIL END CONNECTION DETAI 1 t END CONNECTION DETAIL (�2) FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 1. ....... �tl 92017 TILTECC.INC 02017 EAS7_ER.N METAL SUPPLY, INC. V,EV" _ _ -- - BERTHA HVTM Accordion Shutter System MIL E C 0 A,SS,An KV. BLADE#1 W/OR W/0 N.V. WNCOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EY.HDESCRIPTION PATE ORNeiNgY: L.C. 6355 N...36.... 1-Sh�20S.V..Q-a.O�S�'L�DA 3316! Association, Inc. I OLD 15-085 07/2710 GATE: 07/27/17 Ph... (30$)871-1530.r...(305)871-1531 4268 Westroads gDrive 2 —DRAWING No FL —61:Ot—a—c— West Palm Beach, FL 33407 3 ES-OCC6719 17-107 ....... NIZ; A'AI_TE1 A 'ONAL A.71LUT K.P.E. FLOR10A Lic.#44167 5 SHEET P.E.'kikL/SlGNATU'R'E/DATE 18 OF 20 (�(�"�ai�'"°!t✓°"rC21.,�4'' • QENM& UMfINS OF USE.FOR BERTHA ' T I 1.MAX.A.S.D.DESIGN PRESSURE RATING: +110, - 110 ps.L f--T+ 2.tdAXt.SHUTTER SPAN:96" ALLOWED MOUNTINGS:k D,G&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M,0,T.U&W ON SHEETS 16& 17. a,ONLY CENTERUAT£S 21 80TH W 4 OR 2 ARE ALLOWED WITH i /\ter^,+w I t 1 :— 410R�5) (2Xj ARRA1jLED IN A SY E OR DPPO INC IA OUT.IN CASE OF OPPO�NG 51 l,j + G x.'(`}}S)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 1S .ZO t CENTERUA E. NP.EA.ENO 4 i I " , I! ff (_') S.(A)HV WINDOW BLADE�1�3 SHALL ONLY ALLOY!A MAXIMUM OF S OPENINGS I �f (3'0 HOLES)FOR V44 PER SBLADE AT SPACINGS SHOWN ON SHEET 4. /� ,J, (8)" CLEARANCE FIR TOP OR BOTTOM EDGE OF HY WiNOow,BLADE 0 MAX.5 WINDOWS a (44.,,1 ALLOWED AT HV v°'i i 1f 1 O:ANY'3-0 HOLE FOR 4 SHALL BE 12'. WINDOW BLADE QS- a 11 ' (C)FlRST OR T BLADE COMING OUT FROM STARTERS AT ENDS MAY 8E HV WNDOW BLADE N I ' A I E 'D)MV WINDOW BLADE @ MUST BE USED ALTERNATE TO A SOLID HV DLADE0 3 THROUGHOUT SHUTTER'S WMTH. ' f A M c e /n, (E)C ERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV ' ! Y q_Bn tlf/ BLI,CE 1 AT EITHER SIDE OF THEM. SEE END f 3�� (F)POLYCARBONATE HV WINDOW Sa SMALL BE INSTA1LE0$0 TW TABS FACE SEE END l ) ! B[=5 THE INTERIOR Or THE OPENING BEING PROTECTED.HV YtINDow(✓d}MUST BE DETAILS ON SHEETS/1 IAA 4� I' $;s le 7 is 1 ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, 10& 18 TYP. ,!I 1 ij 3�0� tiJ \J 111...GGF INC. FULL tiElGHT.—"" {� ? I d -.. z 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME i I +fi�x+ 8UILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES YP YP A4 3 1 &2 A.BOVE). C-e 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED I CONCRETE OR CONCRETE BLOCK YtA11 ON SHEETS 12& 13 AS UNITED BY _t I SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 8.MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1996: I(SEE PLAN FOR REOUIREMENTS) TYP TOP&BOTTOM OTTOM WIND ZONE MINIMUM SEPARATION TO GLASS D H W' .127�tld.cR�'t7�)I ...__.._..—. __.. .___ _UNLIMITED IyIDTH— _.._._-.-_.-------^---.—.----J i THRU 3 1*—^ EXISTING GAS. ELEVATION 25 -------------------Si ----------��_=---__ ---'-'----- ---- -- =-'------ SES SCHEDLR.E QV S1fET II FOR ^u^.Ct' 4 6. ANO G4`MS S�FEt Fi`R&IIDES'1y,)&Y1 51r 2fi�22�� A CENTERMIATESiW/0- (EXTEMOR ONLY) _ _. F(SEE NOTE 4 ABOVE) T1 V-1 \ r ��i21:oa23' 24phi 2122 �l SYMMETRICAL CENTERidATES W/12,OR 21 ACID \ _ YtfO :(SELrNOTE 4 ABOVE) PLAN— ''�' ' 2a'«25 r/ TYPICAL 1.1) HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE fAL SHUTTER* — ++t,r`da {1 .i<' FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone EWiC, 020171ILTECO,INC, 02017 EASTERN METAL SUPPLY, INC, _„_� BERTHA HWA ' v �� Eq �N� �� ■ e� American Shutter $ . Accordion Shutter System h H.V. BLADE #1 W/OR W/0 H.V. 1MNDOW BLADE TILLIT TESTING & ENGINEERING COMPANY Ystems CV.N DESCRIPTION GATE DRAWN 6Y: L.C. t, Association, Inc. I OLD a-085 7/27/if DATE: 07/27/17 h 6355 N,w.S61h.51..Ste.SGS,,1FGIN�A GM0015,iLQ'1L0A Vld n {{� ` LfTTztt1P 111 Phone:(305)671-1530.To,:(305)871-1531 4268 Westro�ds Drive 2 DRAWING No L$ o moa:6uecoDoa:com West Palm Beach, FL 33407 3 17-107 t SJa lA4 , EB-0006719 7 7—C 07 I 'ttALT--A.TILLB.r.P,E. 4 P.E. SEAL/SIGNATURE/DATE F ORI a uo.g 44167 s SHEET a 19 OF 20 s � L Ifi-, 1 1/2%0.035'THICK INSTALLATIONS WZ a) HV BLADE & HV CENTERMATES .201 . -653 Min ASTM A Mv�FE 40 M;..G-60 ELVARIES 083' O.C� t= METAL STUDS AT INTO METAL STUD WALLS ------ �O 6-•PC. 41 m o0 IONS AND CON 4-3-) -1/4"0 NOMINAL GENERAL MITA NS Q -WNS OF USE ALUMINUM SLEEVE FOR BERTHA(1)HV BLADE ACCORDION SHUTTER T 6063-TS ALLOY i.1 3/4'.6 1/4.(LOTS'THICK tjin, D. I 1I f 3 1- CO"T.GAI-V,STEEL TRACK CHANNEL, S. A SYSTEM INSTALLATION TO MEIALSTUD WALLS A - - 1 3.000" SYM A-653 GRADE 40 W,G-60 SEPARATION TO GLASS SCHEDULE C.LV-IZEO FASTENED TO STUDS I I IW (2)16.1/2' FEK SCREAS 0. /Exi FIND FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf) INTERIOR,&EXTORIUR FACE EASSAPPLICABLE -0 " WIND ZONE MINIMUM 2� MAX. SHUTTER SPAN: 84" 7 MIN.SEPARATION ASTM E-1996 SEPARATION LENGTH t I EXISTING GLASS 3. ALLOWED MOUNTING:8 ON THIS SHEET. TO GLASS -1/L---- TO GLASS(SEE SCHEDULE) (:4§3b i/4"41-20X3" BOLT 4, ONLY�ENTERMATE Q21 W/ 204 HV LOCK ARE ALLOWED 1 THRU 3 1. MUST PENETRATE WITH 21 ARRANGED A SYUMETRICAL LAYOUT. 43c i" USE OF (2)(3-B)(6" LONG, MINIMUM) MUST ALWAYS BE: 4 4" -1 3/4',6 1/4,0.035'THICK Min, FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF EX 1 OUT.CALV-STEEL TRACK CHANNEL. ASISAPPI,CABLE D- r i ASTM A-653 GRADE .0 Mi'_G_-L CENTERMATE. CALVAIIIZED FASTEIIED TO STUD S W/(2)16x1/2^YEK SCREWS CH FERIOR EXTERIOR FACE �N k'a 6-OC i @ L7/4"o-20 THREADS 3 VALID FOR C� BLADE SLACK DETAIL HVF IS ALSO I . @� 1 Z4-0 ELCO CONSTRUCTION CENTERMATE APPLICATION WITH BLADE 1E) PRODUCTS FAR—LOK HD 12 w • 1 1/2'.OL035'THICK y ASIM A-653 GRA- 0 6" O.C. ;-60 GALV,STEEL I- MS w COMPONENTS ALL HEADER/SILL INSTALLATION METAL STUDS AT 15*D.C. Min. EXISTING FINISH AS APPUCAeLE SCALE: 3/6-= I' (EYP.TOP k BOTTOM) 2 I 1/1'x..015*THICK Min. /"a' , IT. 'ST,"A E'�STEEL TRACK CHANNE ;-EXISTING CLASS L, GRACE 40 Min-0-60 GALVANIZED FASTENED TO STUDS w/'2) P6.1/2"TEX SCREer.ON �YM W�Q A L L 430 43b 43C. Ei1w SEPARATION \AT?I E S - - - i INTERIOR A EXTERIOR FACE CEN TO GLASS 2 TERMATES W/ V:CENTERMATES Wl:'�',:' SEE SCHEDULE) Max. EXTERIOR ACCESS SIDE. I TERIOR ACCESS SIDU" -N ------- ------- --------------- -------------------I -- -------- - I N --04 6 MITI.) ------------------ ------------ -- ----------------- ---------------- ------ ----------- -------- --------------- ----------------------------- --------------------- 7 --------------------------------- -----------f2 --------------------- ------- ----------- --------- ........ Ok----------------- ------ ..... ............ ....... ------ ------ ----------------- - -— ---- --------- ----- - ----------- -------- ------------- ------------------- --- ---- ------- ------------- ------— -------------------- ------------- ------------ -------- ------ -- ------------- -- ------ ----- ------------------ ------—- 2) 41- 2,1 21 i LOCATED AT 2 HJ HEAD-ER/S1I L ENDS • ----------7— ---------- VIEW Y 4 &2 3 114'(Typ.)-- (6,Min.) SIDE CONNECTION TO TRACK (Cont.) HVA --6 1/2" (Tyo.)—�— 6 1/2-MAX,BLACK BVB -131-ADE SLACK DETAIL HVF jLVC FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone: 02017 TILTECO.INC. 0 2017 EASTERN IJETAL SUPPLY, INC. v BERTHA HVTM x % A.&SAIIIIII Accordion Shutter SystemIILIECOtic. FLV. RADE#1 W/OR W/O H.V. WNDON BLADE American Shutier Systems Reve 11c DESCRIFTION DATE T)RAV�J BY: L.C. TILLIT TESTING & ENGINEERING COMPANY • S Association, Inc. I CLO 15-085 6355'1,;.161".St-St..206.IIR* 14 WD-ENS'FL.R6V J131fif -_07/27/1; CATEt 07/27/17 (365)671-1510 West Palm Beach .r.:(305)871-1!�'1 4268 Westroads Drive 2 DRAWING No P _rn.. -1:Vt- - c !---rn 33407 1 EB_00:16719 17-107 , FL VOTER"'MUT 1r.F.E. I R FLORIDALic.J 44167 5 SHEET P.E. 20 OF 20