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Home My WebLink AboutProduct Approval 1/6/2021 Florida Building Code Online 1 Est e� z S t �� _ ��Pi<a•tr-`��i 1��v _ c�t,� �:' ,�` .,r p: 'd- l E05 Home Log In User Reglstratian Het Topics Submit Surcharge Scats R Facts Publications contact Us SCIS Site Map Links Search 91 Product Approval USER:Public User praCaer niernVa ;-- I a PrMuct or A0Iteation Search>egaLSgtiq9 VS>ApplicWon Detail !' _ - �:, FI.# FL389-R10 Application'type Revision Code Version 2020 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@easternmetai.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 Ucense PE-44167 Quality Assurance Entity National ccreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/ 021: Validated By ]o n enry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence ¢!3ti1�3 sites(oA cfli �3S.;ia_iiisl�; _� r7 9 iit{i Cc1 Cn1� r�s5A R►,ADEVI.p If Referenced Standard and Year(of Standard) standard yr,ar ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By i Sections from the Code www.floridebuilding.org/prlpt_app dd.aspx9param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaL8B7Zzg%3d - 1/6/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R10 II DRWING ASSA BLADE3 pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-3"for 40 psf FL389 RIO AE PER ASSA BLADE3.pdf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD -pr\sures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 RIO II DRWING ASSA BLADEI.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile level"D".Max.Span Is 16'-0"for 30 p.s.f FL389 RIO AE PER ASSA BLADEl.pdf negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HVI blade,8'-D"for+64,-72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7-0"p.s.f,for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A working in unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. .-........... — 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 RIO II DRW ASSA BLADEl_ 2.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R10 AE PER ASSA BLADEl 2.pA for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively Ja,-,k E'?ext contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional 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 hem-. Product Approval Accepts: Credit Card Safe www.floridabuilding.org/pripr app dU.asDx?oaram=wGFVXnwtnnvwuu>,,.l.,�>;ann..,�v,+rnrn�r,� I GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.DJ COMPLIANCE HAS BEEN VERIFIED FOR COMPLCE ACCORDANCE WITH THE 2020(M EDTIIOM)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH 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-0.85,USING ASCE 7-16 AND SHAH NOT EXCEED THE MAKIMUM"D.)DESIGN PRESSURE RA7INGS INDICATED ON SHEETS I THRU 15. 19&20. AREA 1. HV BLADES( d4 N�4 IN ORDER TO VERPY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MUL11PLMNO THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15.19&20. SHEET 1 GENERAL NOTES IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED,A 33 A INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS r=USED IN 714ER SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR COe1.60 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 IN ACCORDANCE WITH SECTION 1608.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV SLADE O 10214.01-03.It071501-03,11004.01-05,#1214.01-05.90317.02-05,00509.01-10 AND 80210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2• HV BLADE D AND W WlNDOW BLADE AND E-1996 STANDARDS (MISSILE LEVEL D.WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE OWERRE APPLCABL1 -HV WNDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0.WIND ZONES 1.2,3) BASIC PROTECTION ONLY AND g 0725.01-38 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALIA71ON DETAILS A-F.CONCRETE/BLOCK SHEET 6 2 HV BLADE Q AND HV WINDOW BLADE ® ARE ENGINEERED TO 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 CE NTERMATE DETAILS HV SHEET 8 3.BERTHA,H V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 0102.75'AND#14XI.75'RESPECTNELY•410-HT MINIMUM SERIES CENIERMATE ALTERNATING DETAILS HV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 k9i YIELD STRENGTH AND 180 k9i TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA NV DACROSHIED COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THOR HEAD. END CONNECTION DETAILS 1-6, 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-T6 ALLOY IS 30.0 Imi AND 35.7 W FOR MNOMUM SPAN TABLES SHEET 11 6005-75 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-5 OF THE 2015 ALUMINUM DESIGN MANUAL 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 50018 WITH 50 k9U MIN.YIELD STRENGTH AND 90 kal MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL.COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASEM A-307 GALVANIZED STEEL.OR AISI 304 OR 376 SERIES STAINLESS STEEL WITH 35 ksI MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADED: 12,13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X.WOOD SHEET 17 HV BLADE D&@ WORKING IN UNISON: 12, 13&15 END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 8.THtS BERTHA KV.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779.582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. ApCA 3• HV WINDOW BLADE ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL 5KUTTER ELEVATION �TB 10.EACH UNIT MUST BEAR 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 HD AREA 4' W WINDOW BLA Einow. CENTERMATES AND ENGAGE OR LACK ALL HV AND HO LOCKS. INSTALLATION DETAILS, METAL STUD WAILS SHEET 20 it_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 SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,I.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,WED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEBATE 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)THIS P.E.D. WILL BE CONSIDERED INWUD IF ALTERED 13Y ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW.(e)ORIGINAL P.E.D.SWILL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT.. RORINA BUILDING CODE(plan High Velocity Hurricane Zone,• IP 2020 EASTERN METAL SUPPLY,INC. I II) 02020 TILTECO,INC. w�. ERTHA HV M ,�{ r''', �P� �'- /T1 �;� A � � � Accordion Shutter System L 1 C 0 iNc. ■ o ■ m Kv. aAX#1 W/cR W/o H.v WNDW BLADE c Sh No.441 7 TILUT TESTING & ENGINEERING COMPANY AmeNcan lxtfer Systems Ly,N DESCRIPTION GATE DRAWN .BY M.P: Dass Kw.Ism.5t,sa.ads•WRCHu c.Ima+s,nowoA aa16 Association. Inc. 1 OLD 17-107 /2120 DATE 7/2/2020 o STATE 4268 VJestroods Drive 2 ed' iy Phone:(J05)871-15J0.iaa:(30S)677-15J7 DRAWING No e- M klleco®o 1-M West Palm Beach, FL 33407 3 20-164 •'• CA-MOS719 '�i�iR`'•.F(ORIC•.•� � WALIER A TILER Jr.P.E. 4 '�i�','FSS/O....• ' G`�` FLORIDA Uc.9 44167 5 SHEET `SEAL/SIGNATURE/DATE 6 OF 20 c rd Fd7 WOW SINE® . . Y la• --1.{91`... OAS{ ✓1 c. __--�.� sil � � '„ `iv _ i 1 i • i �_ '7s- N' 0 HY 0' 18O• STARTER �DHV SOLID BLADE )HV UNWERSAL FLOATER C © UNDER US PATENT#5 5E1179 QUALIFIED OR USE W/ QUALIFIED FOR USE WJ HV BLADE 4 I HV BLAD E Y HDOW ® 6005-75 ALLOY AND TEMPER QUALIFIED FOR IY HV 6063-T6 ALLOY AND TEMPER BLADE 1 _c *SEE MI S OF USE OF BLADE ON SHEET 19 063-76 ALLOY TEMPER 37 -76 ALLOY AND PER ___ 3228' __ 1,5p0•._ o • - 065' I c 11842' 1 f '� � lei HV ADJ. ADAPTER W,[1=1P J•226'..- _ QUALIFIED FOR USE W HV O A IX-OVER R C -——"�-^ �HV ADJ. FLOOR TRACK BLADE 10 V ENCH CK -'_;-= '. >�so- ' QUALIFIED FOR USE W/ 6063-T6 ALLOY AND TEMPER �'1 OUAUFIED FOR USE VI/ HV 063-T6 Bl10YEAN0 TEMP R QUA B FOR 01 ONLYW f1V RAINGUARD BLADE(1 6063-TB A AND TEMPER QUALIFIED FOR USE W/HV 6063-176 ALLOY AND TEMPER "' VARIES "p,+ 9.,T6',. BLADE 1 1:938• _ 6063-T6 ALLOY A D TEMPER _ oI 083 , '-083_.._._. N �• f�.� � per• m_093•- _� OAP o „�, .125_�§ 1.91Y " �" .__,_� _.06p• �, .p6D c n1 :670` ?i , .__._ rIIII_----��•`'7"1�'_.- .Q93' _I q .093 p60• _ OZ0P1 ;670'i 1.686• 'c' O�yS, 1670 1 HV HEADER SILL ! 3 '-•-- 11 HV LNG � � �1} 13 HD CEILING HEADER�SILL ' Q FIED` OR USE W/ HV B E 1 ONLY, QUAUFlE6063RT6SALOY AND MORE QUALIFIED FOR USE W/ NV BIADEQ) 1 D ER ILL SECTIONS FOR VALIDI SEE SECTIONS FOR VALIDITY UAI.IFIED FOR USE W w 63-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BIADF.Q ONLY 60 -T6 ALLOY AN TEMPER rrrT7 .. 1 CDAIaONFIVI A @ Tl T2 j•_ X Y - �'• ) NQL X W4 Y Ll7I.1 'I' 1' 1' 062 a > 2• j r 0.125 - 1 �� 2• 5.MAYi 1/6" I/6' I 3' 3• i0.090' 1� 2• MM!0.19r 'D.Jer _ x SIDE ANGLES ------------._e__ .G ALUMINUM ANGLES z • 7'LU1X.i also 0.190• � CORNER POSTS 0 FlEr3 FOR USE WJ HV �- QUAURED FOR USE W/ HV BUlOE 10 QUAUTIED FO�USE W/ HV _. ..... - BUNEQI 6LI63-T �Y AND TEN 6p63-BT6 ALLAY DANDY TEMPER 2• 5•MAX. 0.139':0.131- 6063--T6 ALLOY AND TEMPER fIORlDA BUdDING CODE(Non High Velocity Hurricane Zone' , InU I.,iW �� 02020 TILT=,I=- V 0�2020 EASTERN METAL SUPPLY.Inc RERT A H -ice-, -_ s's' c enr, 1T`'�'' N �+ Accordion Shutter System Am S IB*mA5 Kv BLADE#1 W OR w/o Kv WNDOW MADE ' No.44117 �' _ American ShufFer S�rafams r,. DE11aa �wTe 16RA1N er: MP- - * * TIWT TESTING &ENGINEERING COMPANY ��, 6155 me.3EM 61,SW,30.VPMU GNWW.FLMM 33101. Associaflon. Inc. 1 OLD 17-107 ?/2/2020 DATE 7/2/2020 0 STATE OI E�� i+� PAone:(-ps187i-1530.Fm:L3071871-1531 4268 Westroads Drive _ 2 _.. ,DRAWING Nc y O URIO :'�Ez` a-ma8�.- 9 mm West palm Beach. FL 33407 _.. 20—1 s¢ '��''7ar 70JVAL `�SEAL/SIGNATUREfDAIE w a u g u7eiE a -._ S�2 OF 0 1/4'-22d/l! I/V-20 CAST -? THREAM MG I -em C'm F-4 t,AR Rmwo mom Run)PANTIM e 0 ECRESS TURN ow. .052 ct '_ERASS CV12WER lq (MMME PUM) X=(ORROME PLATIM) HV CENTERM ► HV LOCK HV WRESS QUALIFIED R USE W/ HV BLA*Cl)&(9 ONLY a2)HV FLOATING CENTEOMM QUALIFIED FOR USE W/ HV QUALIFIED FOR USE HV 6 ALLOY AND MPER QUALIFIED FOR USE W1 HV BLADE,'I)& ONLY 3_073' J L BLADE ONLY. BLADE(1) Ly. 6063-T6 ALLOY AND TEMPER HV CORNER CENTERMkIF, 0011LIFIED FOR USE W/HV BLADE )ONLY 2..50'a-.0 SIB' 6063-76 ALLOY AND TEMPER FLASHC 4-00- .:21: SCREW .360' AFTER RNMO BEFORE MVEIVC A-ww_ 1/4'0_-20 x 3/4" 1/470-20 RIVNUT* THUMBSCREW *SMES 94"ALUMM(2024-13 MOY)URGE FLANGE MM Illy sHw NUMM.PM 0 0820.AS MANUFAMM By AVUEL 247V CWW MMM.pAqWPW,faW iMiEr 07054 all EQUAL FM FRONT acaram KV M LE CENTERMATE -.------4Wi'W'ib6k--41ENLIEgMATE HV "T" LOCK ALTERNATIVE LOCK LOCKER FOR-03" LOCKCEN71ERMM QUAUFIEO FOR USE HV BLADE Q)ONLY �Z V, QUALIFIED FOR USE Hy FEMALE QUALIFIED 0 LAj E&USE W1 MY ouAuFfED FOR USE W1 HV BLADE(DONLY 6063-T6 Ai TEMPER QUALIFIED FOR USE W/HV BLA13E(I)ONLY WIRV BLADE(D ONLY. ONLY 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 319 .......... 9 TaumaruBm 432: 432 ' I CYlUMMR OR KEY CROMER 114' r .545!, EcL_ e 0.875'Ul.. 1 .1237 Mm 31• HO C ING ROD LOCKING RO EWERMATE W/ NO LOCK HD CENIER Fi QUALIFIED FOR USE W/HV BLADE,1)& UA QUALIFIED FOR USE W1 W BLADE 1,& IA; W 6053-TS ALLOY AND TEMPER @ AI CEMRMATE'S INSERT 04 r I 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE W1 HV BLADF Q)& OR 311ro-le 6063-T6 ALLOY AND TEMPER SaWr (SEE BE114M CnJNDER OR KEf C"WER Z E 7. - - -------------- 1.78 ISM LOCKING ROD L-1/4-0 HI) IJ= QUALIFIED FOR USE W1 HV BLADE 01 20 AM 304 BY WMW nABOV44RE MORM LOCKS SERIES 2=HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER (D6 HV 31A"0-16 AG QUALIFIED FOR USE W/ HV 13LADE(D&@ ZS j r5jINSTALLATION WILL REQUIRE A 7/16'HOLE THUMBSCREWS FRIES S.S. THUMBSCREWS OUALIFIED FOR USE W1 HV BLADE(1) FLORM BUORNG CODE(Ron High Veloc4 Hurricane Zone� DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE W1 HV BLADE JIN;. @2020 Mlw(N METAL SUPPLY.INC. oe , '. 0111:1"; 62020 TlL7ECQ.WQ. BERTHA WV—Tm %3GEA -V LIECOme Accordion Shutter System ND.44. 67 A.&SwAm KV.BADE#1 W/CR W/O KV.WNWN DAM buffer Sysftrns Na DENRIMUN ! am �WAWN_W. M.P TILLIT TESTING &ENGINEERING COMPANY Assoclaflon, Inc. 7:-107�)V 20,0 uATE: 7/12/2020 STATE F liolgcl 0=NX JOUL St,5�30,VONA CAM%nARWA 331af /112121,1[D 1: G • 4268 Westroads Drive 2 1 Rmo i(3%)871 1530.Fox:(305)371 DRAWING No ;k, West Palm Beach, FL 33407 3 T CA-0000719 210-164 J,. 4 i WAVEA A.TUff P.E. ! ——I SHEEr 5 1 )fill S nwam U&1"167 5 L/SIGNATURE/DATE I SHUTTER ASSEMBLY SCHEDULE FOR 1 HV HV V/B•m 12•ML Cf�aiT4CE 41 TO BIFD4TOP .0625' 40 - 88 ^ I EOGEI —1A� 875'z O HV BLADE 1 TNNOOVI BLADE .C625' .0625'�.C625' -® HV BLADE 1A \! I nnv a-x 1� ( .1875" Y ® I --i �!: \ ELAOE'S ^- I 1 -0 OPF14IN iI ,0625'1- -S4� HV LONG RECESSED NYLON BUSHING - 9 L1 KNUCKLE \ i, I 0.062¢_ ® HV SHORT RECESSED NYLON BUSHING 0�p ! f _�-FIAT PORTION ® -HV NYLON HAT WASHER --_------- OR® �!w __.q BLq;i_--J- ® HV WHEEL CARRIAGE AISI 302-303 SERIESni u l X .87$0' X 0.870"x3/16" THICK NYLON WHEEL. -; LEA 1.11N.' I/ .•'i �Hv 1NNDOi7 0.188'0 AISI 302 SERIES S.S. RIVETS �-•--;----- ! if �.a75,0 ' SEFAnDN 'r ' c3.c0 - ®-_ ,L�! BETWEEN - ' 1 .0625J4 0625 •C3.750C'• --_.—__ 4 HV 1 3 4 ACCORDION PIN W 8 HEAD * I •' s pJa nOM r_v Y / / EXTERIOR C-a-i ( j EI o OPEn NGS - opt 5 3/4's AM 75op 3 HV 2 3/4'ACCORDION PIN W/ #8 HEAD CLEAR (• BETI9EEN ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i _j 39;II -� I i TABS ;TYPICAL HV WINDOW BLADE n� AND I Ii ?6 ' - - - _-' !. POLYCARBONATE HV WINDOW DETAIL �/µ'�� tt ©OR ® !, ,-® or ®3 I; t I '• f NT=-f tip tl•(SEE NOTE FOR ♦ `I,' I _-_— ____—_, REQUIREMENTS) i (DOR ! i �` *POLYCARBONA-E IMPACT RESISTANT HV WINDOW _( ? BAYER MAKROLON 3103 POLYCARBONATE =I RESINS, UV-STA61L!ZED GRADE OR SABIC 1e'MIN.CLFA tCE * y PIN REQUIREMENTSIFOR BLADE KNUCKLE TO BLADE a TTOM INNOVATIVE PLASTIC LEXAN 1C3 RESIN y I ! t� (SEE NOTE "F" ON SHEEP i 9). sssr ! ! 111 OR (1) HI/ PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D OR n� ! l� ( I POLYCARBONATE SOURCES FOR 4 HV to BLADE. j;j I EXTERIOR rip RESULT TYPICAL-SHUTTER 6SSEMBLY l TYRCALF,DPERM3 srawaw Li.T.S. '!.3,NV PIN 2 OR 4„AT $1 RVE68NCE ' r�•a ^"-1� f ucxucnm 3lm may (2) HV PIN (9 MAY BE USED IN LIEU OF AND ONLY Ai ^ �; EXTERIOR T EXTERIOR. BOT70LI KNUCKLES OF HV ACCORDION SYSTEM VJ/ HV�' oD.aza'- I�? BLADE'S KNUCKLE. I 8ECITTC Zy_ (SEE NOTE r FOR �1"1 :sEcna au1Trr asTn 0:92 o.w_a/� ca�a a/,r.' BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. CJ REQUIREMENTS) jr- ® I ' TUISILE IIE1D STrtA.H :Tv DWI! G.4CG Psi. 9.SCa PSJ• �-. z i i ;I! ILMRAL 4 R4R, IT'FIB A5T0 Una 12YYJ-A. I WOTIrl DI+• (3) nV IN �,71 OR IY/ 1/`i O.D. 1;15' THICK S.S. WASHER SA 5 � ! I FIEYMPAL MSOJLOS r5TM D790 340.CW-1. 545.000 D'J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET !1 D : j r^D aim ME) Ism 0254 a n-a/u n rT-o/m FOMaxE —Fes•c DUR•r WHEEL CARRIAGE DETAIL 0 sn b1 02543 A7.2 x w.5 z PAx N.T.s. A EMBLY LAYOUT ;LATE 0T GURK:RG 6S74 08.5 C-1 CLASS C-1 CLASS r4 �, SEL"iWlcM ASDJ 01529 1.01 330•F b-ATRERINS: ASTV G155 TE't9LE STRQI BI AFTER-W. EFCY ATW 65 BSa2 W. BPI;Fci. 1: HV BLADE SOLID & 1 A HV WINDOW BLADE DETAILS VLSLr.5TRM E-FOIE�aTNMRG STV 63B ME,P...,. un N.T.S. FLORIDA BUILDING CODE(fdon High Velocity Hurricane Zone, A)2020 iIL7EC0,INC. 9)2020 EASTERN META-SUPPLY,INC. BERTHA HVTIA e . eccordion Shutter System H.V.Hv MADE#1 vr/Q4 w/o Ku WINDOW MADE NO. - American Shutter Systems 44 6• Y EV.N bESCRlPTD11 DATE DR AYN Bf: M.P TILLIi TESTING & ENGINEERING COMPANY �c Association, Inc. 1 01.o T 7-Tc7 /2/202 wr 7/2/2020 5)51a 152 v-Fa. GARD04S,n-1153 r_76 4268 Westroads Drive 2 "0• STATL Ph—:(]DS1fi71-1570_Rex (305jB71-T531 �'. , � e-m i::il:ecPsco6wm West Palm Heath, FL 33407 s DRAWING No CL PCA-0006719 2U-164 NtALTER A.TILUT Sr.P.E. 4 wSsi'••... � P� FLORIDA Dc.)E 44167 5 SH'EET /ONA �� L/SIGNATURE/DATE1 a 4 OF FO ,NnnL I a c c " x s r, ��•® *NOTES ON HV LOCKS AND CENTERMATES• 35—'.,` j ®.®v�•�54� 1.MANDATORY COHimall)1! ONE HV LOCK 2�or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN I OR 12'ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS LIP TO 105',AND FOR P1Sf TIONS T ANY r ELEVATION. HV LOCK 'or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TOy OR 1 iIlwL r. CENTERMATES W/(2) 1/4"fl-2D z 1/2'LONG F1,AT HEAD S.S. M-5. LOCATION OF LOCK SHALL BE AS INDICATED ON 0 TYPICAL SHUTTER ELEVATION. 2•Q L}]:IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSE'S, UP TO TWO HV LOCKS OR qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES 1 •?3 OR 0 SHALL BE AS INDICATED ON NOTE(1)ABOVE. I I { LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. [0-HV8 fj II o : i2 L H9.L09KS)• LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 24ors�5 oa�6 oa0 oR®4 I�� —24 m BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS(U OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). ++ 4.MANDATORY CONDITION i2:ONE HV LOCK SHALL BE IISED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, �' ATTACHED Tp no CORNER CTNTERMATE W/(2) 1/4 0-20 It 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS 1� Nab xGC-Hvc �' AT TOP& BO OM SHALL RE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SKALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12.5. OR 22:ONE ALTERNATE HV LOCK L+6 MAY 8E USED IN UEU OF HV LOCK or FOR ANY SPAN AND Y5 INSTAUA71ONS AT ANY ELEVATION.ALTERNATE LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4-S.S.THUMBSCREW TO 0 OR®CENTERMATES SHALL BE MADE W/ 1/4-0-20x3/4'ALUM. 8v RNNUT AS SHOWN ON SECTION FIVE,SHEET 8.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO gms® ` LOCKS AT 1/3 OF SHUTTER SPAN. 6.tW KWY DATORY CONDITION#3 FOR MNE MOUNTING INSTALLATIONS: ONE HV LOCK 0 or®or @ SHALL BE ' I I I I I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP i TO Sr.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK®or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO©or®SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/Y LONG FIAT HEAD S.S. SEE FND-- I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNEC1a0N `� ! 3Er' OR 0 TOP AND BorrOM IS COMPLETELY MANDATORY, DEE ON SHEETS 110& D HOGHf. FULL a YYY 'i'-35' 41 ; *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER - ----------------.—..,mwam nmx-- 1_..__� L SECOND ALTERNATE To MANDATOV CONDITION if Lim 9D-am COMMATES C=NTERMATE ONE ALTERNATE HV"T"LOCK 0 MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND Qoa®aa©•\7 oa®°FIQ«O3 I STALLA710N AT ANY ELEVATION.ALTERNATE LOCK tAAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REWFORCiNG LOCKED AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 10'15 0"T�7« 3f�17«1 J a ---• CONNECTED TO CENTERMATES @ AND®W/1/4"0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 z 3/32" •©�\oJ 70^• 8�� WINGNLrr OR W/ 1/40-20z1'SS.M.S.INTO A 1/4"0x 5/8' RNNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' lJ 7 ' MAXIMUM ABOVE AND BELOW MIDSPAN.USE OF TWO LOCKING RODS®TOP AND BOTOM 15 MANDATORY. Q•®"Q• 13 a t 9•®5�a *NOTES 0 HD LOCKS & CENTERMATES• 1.HD LOCK 4'3t W/HD CENMRMATES 41 OR(3i W/=;ONE ALTERNATE HD LOCK(5j MAYBE USED IN LIEU OF TYPICAL '1) HV BLADE SHUTTER ELEVATION HV LOCKS,24 0R 25 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUi51 LOCK.ATTACHMENT OF HD LOCK(R TO IS W/3 08 x 3/8'F.H.S.S.MS.,AND INCLUDES REINFORCEMENT`INSERT�AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC•SHEET 10•LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKNG RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Won High Velocity Hurricane Zone' TT��)i 1 02020 TIUECO.INC. 02020 EASTERN METAL SUPPLY, INC. .,.., BERTHA H'VTM �. \,\CEN ��5�� Accordion Shutter System !L ECO mmC. H.v: BLADE#t w/OR w/o H.v vwNooyv BLADE American Shutter Systems Ev.H DESCRIMS IDME awWm ew Mr i*: TILLIT TESTING & ENGINEERING COMPANY •• 8355 N.W.M.SL.M.3W,VIRcwm WDENS.FLORIDA 331R Association, Inc. 1 OLD 17-107 /2/2020 DATE: 7/2/2020 — o: STATED Ph..:I305)871-1530.I-;(305)871-1531 4268 Westroods Drive a DRAWING No %9•, o—.mil:Ot—Go.L.— West Palm Beach, FL 33407 3 a�'' 'e�DA10••,.:'�' GA-o005719 4 20-164 (C'•..,, . WALTER A.TXLIr Jr.P.E. SIGNATURE/DATE FLORIDA Dc.p 4416E s SHEET 11 1 9 5 OF 20 --CONCRETE ANCHORS POURED CONCRETE POURED — 1 OR CONCRETE BLOCK+ POl]AED (SEE SCHEDULE ON REQUIRED -1/CHINE SCREWS ss. REQUIRED CONCRETE.- - SHEET 13) - (SEE SCHEDUCONCRETE LE ON ON WM%1/4'20 jr CONCRETE ANCHORS 17 1$ A Eqt E M HOUNTM(Don Sn''Q 7) , SHEET 13) NUTS 0 12'O.C. (SEE SCHEDUIB ON 13) _ 1� 1. 1/4'0-204/4'_SS. Arm.FMCHINE SCREWS EO-'EO�1 USING 1/4-20 NUTS 0 12'O.C. E D.t T/z' -' �•I i l -.z 'Max. , -� ;�.1' LZ3;aN-t5 E.'D.l .1, iv '•'- 1�I If Max. 'ED% •. i i �' i ED.•.. OPRONAL i!il eiil� IDNAL il I1}�� :OR 0 'yi n '¢ E*SMG _._ l8tti.s MILEQN TD -Er l -' —SEE OCHFAULE ON SHEET 11)- ( -I ELM. SEPARAMN TO CLASS ;~(SEE SCHEDULE ON SHEET I 1)' EHUSSTING GIASs AL DER INSTAL- ON r E:1 uy WALL HEADER INSTALLATION QA __ .. !•.. 6 -J HV WALL HEADER INSTALLATION + KEYSTONE - --.. _--.. ... "---_�.....__,. - C `�_ L, m SCHEDULE oN To EXISTING 7 _ , ,�. ie@ GU155-� UN. '!Y I 1 OR i {I 1 1 EWSTING (SEE St]IEDULE ON SHEET 11) ¢ m (SEE I ('u MN.SEPARCIOM TO GLASS I GLASS--, (SEE SCHEDULE ON SHEET 1 t) 1 'I L ' (D& , '� E70511NG r ' , - - lam"OPTIONAL E.O... 1/4aE. i i i�• Ilit. _j , OPTIONAL +i i I I I E-f/4 Mmr. 1 E.D.- w. I - 1/r - - - A -1/.'� �JI�.JLJ--_-.-....-•1�3,r oR Q -1. ___[._--. -_=-- .•s --i 120R 1 4 : ; .------ - MACHINE SCREWS USING CONCRETE ANCHORS _ .TRUSS HEAD MACHINE SCHTEWS 17 18 SEE SCHEDULE ON W 1 4 20 NUTS 0 12-O.C. ._. (SEE RCH ANCHORS , 1'_ f/4'-ZO NUTS®12'C.C. FOURED CONCRETE SHEET 13) r /'- POURED CONCRETE_ (SEE SCHEDULE ON SHEET 13) Nin. OR OR CONCRETE BLOCK .. ._,__ - -.�1 'CONCRETE ANCHORS QUECR£fE BLOCK REQUIREDWALL REQUIRED C HV WALL S INST TIO (SEE SCHEDULE ON OHV WALL SILL INSTALLATION POURED CONCRETE- SHEET 14) OR CONCRETE BLOCK WALL REQUIRED EO HV WALL SILL INSTALLATION NOTE FOR COUBINATION OF SECfIONs: INSTALLATION DETAILS WI I-SEE SHEET 4 FOR TYPICAL SHUTTER 4 E D.=EDGE DISTANCE ♦SEE UUTATKINS OF USE FOR 2SUOBUNBNG SECTIONS CAN BE COMBINED (SEE SPEORCATIONS ON SHEE-13) BLADE CA AON SHEET 1 HV BLADE IN ANY WAY TO SU7 ANY INSINIAAON. FWRIDA BUDDING CUDE(Non High Velocity Hurricane 3one' ,�V,�11(11(111" IttjjA 02020 TILTECO.INC. 02020 EASTERN MEAL SUPPLY.INC.BERTHA MTV w Accordion Shutter System I� E C O a e. Te e ® © N v BLADE#1 w/OR w/o av WtrmDar OAX Amedcan Shutter Systems N DEsmPTION DATE I VRJMN ME UP TILLIT TESTING &ENGINEERING COMPANY:(30S) Association.. Inc. 1 Ow 17^107 /2J2 'we 7/2/20TD 6 W d i fU6S NW.161R St.St.JOi,W.�tIL CIYiDII3,FltfaW 3716 4Z8 estroas Drive z / Ph=: 303)871-1 030.Fax BTt-1531 DRAWING No � STATE 0 ( �p'•.; �Cr e-nro0:G HeaOadeam West Palm Beach. FL 33407 s ,•'` !cORID kr. ca-QoosT1D ZQ-164 HALTER A.1ILT dr.P.E 4 ''4i� 'ON 1�tL1'%SEAL/SIGNATURE/DATE �OP�ua o 441rT' 6 SHEET0 POURED CONCRETE ANCHORS swlwoy SOMME or.am GLASS L5EE SCHEDULE Or- • RECU:RED - ------- EDnE or 7 , , �. IJ4 c 51"EDULE ON SHEET 13) TO cum(SEE OR fAO EXIS, ---01 CONCRETE (SEE �,I. I& , PO.= SLAP:F AppUCABLE EXISTING rLASS- ALTErATE ExSTtMG EO H 'LASS NNCH LOCAMON HEAD E DG OF E w -i)100/4'HEX VASHER D OR M OR I sla4 T,-K SCREWS 0 12,O'c. —CONCREIE ANCHORS APPLICABLE rnU (SEE SCHEDULE 011 SHEET 131 C p Ir ED r OF SLA IF A S`A5 L AP CABLE GLASS— I I SIRE EDGE I F or SLAB F -DOE IF POURED -0 CONCRETE ANCHORS Wk WARM011 EA 0 A-FUCABLE CURED E V.— CONCRETE '57 sc L�-ON,SHS-T 14) RED FLAT F CO14CRETr-E ANCHORS no oP.'SHZr ig FOR CONCRETE -Er,"D L- (SEW SCHEDULE ON iL) J�i I E CH INSTAL TO GI,=W R�FQUJ= , ,-,r CC -^RETE-: -L TION P`L'- to Il '�'I OR �1?0 RE VA D ONLY FOR UP 70 +70, -7 P A.S.D. J)HV WALK— R I STALLAT N D I N PRESSURE RATING b.FOR S 4S PER (i+ HV FLOOR INSTALLATION t HE613LE #3, SHEET 11 (0) HV CEILING INSTALLATION GLASS IS SC 14 MCHMS ----- -- (SE:�SCHED'JLE Oil 114"0 M CLE EX TAPCON W/ M 01 SHEET is) AMA TFT1v--1Mw EDZIMNG 1TCw;CLOr R 114"e rvAZRS 4 gceo� gV,..4 GLASS I EXISSING To m— -u To t.I—c I 1 1 3/4 E%F--.,Mr ll.,v Hii ME SMEM: 'I) OC FCR LP 0 6•-0 SFM it C OC.FOR D.C.FOR .. LARGER 111AN W-O LVL AMY 0 Sa�AT El UAX Er (TY-)CIEE H 1/4- 8 JER 111�3 4 11 @ �H:! x. OR :R F,�l CONT.SEA TEX 3Cp.n!;S 55 W 1?14.314" HEX HEAD 1/4-7,0.3 isam I fv -20 ,,Is i.;1'1'4 14�3/4'S.D.�- 7-K SCREWS G 9"G.C. CO."CRETE ANCHORS (SZE SC M LE ON C.OR 1/4-0-20 S.S.U.S. v/.4urr 0 9-D.C. U V-2 SHEET I WA�L To (CfMPA'.,�% 2.CO"VIN.j..' -7,017 o"(08 v D71@ 'L!, B.C. E:E 14,3/4'F.H. 5.%S. • F- Or M M -RETr -A S O.r. PFU �Bl- -SEF HOT.- 13(b, L CONCRETE ANCHORS T SEE NOTE I N -T P00ZED CONCRE7E (SEE SCHEDULE 03 ON SHfft I POURED CQ4cRETE-- oil SHEET 13(t,) =41IRM EILOCK SHEET 141 R OR CONCRETE BLOM 141 VAM iN REQUIRED REWIRED OPTION.... POURED (1�j HV WALL FLOOR INSTALLATION T HV WALL WALK—OVER INSTALLATION CONCRETE- III;,,SwITER SFAYI 11'-0, ;,,;Z�I. INGQARQ INSTALLATION. t NOTE -- -:EDGE DISTANCE t I VS INSTALLATION SHALL BE NOTI:12R COlfeLLIg o 1`17 REMMIABLE WHEN PERFORMED • 'ABLE:E 5 OF USE FOR ,TJACEHT TO A.OPCII CAUGNS ON SHEET 13) OR ENTPUVICE A, SHEET 11) 1- SEE SHEET 4 FOR T(PICAL�HUTTFR SEE SPEC:FI _�L, ASSEMBLY INSTALLATION DETAILS W/ T HV BLADE 2 VOU1WjNG SECTIONS CAN --E CM-181NEDIM ANY WAY Zane' , lfeio,ity Hurricane To SUIT ANY INSTALLAMN. FLORIDA BUILD CODE(Mon High Njlflgl(i Tyr 0;020 TL7ECO.INC 02020 BERTHA EASTERN METAL SUPPLY, INC. 'P, HVT11I Accordion Shutter System A.S.SA19 H.V. MADE#1 W/OR W/O ITV.WMM MADE No.44 1 67 American Shuffor Systems RM N DTscR7PnoN DATE IR.111M 1' _a_ "p -.,71 7�W 120 TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17m 107 7/2/202C 1/2/2.2. SMS t4M.36M.St,Etc.30C.ARSM C4ROENS,FLOWA 3316. 4258 Westroads Drive —29. —DRAWING No STATE F S-/ (SM)WI-15.30,F..:(3135)871-1531 —fl:Ot.. WebA Pain, B-cch, FL 33407 3 — -164 A4 20 G R I N S CA-MI00719 4 ..... . 4ALTER A Mur Sr,P.E. 5 SHEET NAL,, P"SEAL/SIGNATURE/WE FLORIUA Uc.9 44167 — 7 OF 20 ' SEE N Q) SEE NOTES ON LOCKING RODS b,HV LOCKS®or `r INSTALLATIONS WZ J HV **AND AL7°°�Ah Hv LOCK®DN SHEET.5. O U T 9P:`` I FIN I E7(ISTINC GLASS BLADE SLACK DErAIL HVF IS VALID FOR ALL BLADE W HV CENTERMATES CENTERMATES APPUCATWN WDN BLADED (,2L� OR Q e�EL: END WALL CONNECTION t 0•®5-©•pa+t©.©oa — FEXISTING GLASS DETAILS ON SHEETS 10 do 18 2•x2-xl/8•x0'-x �/ I ®.Qaa Q•®aa 19•�$ 3.1/4•_.._�.--_ 2' -�__—_--�6 1/2- .__._.--..__7_. (6063-T6 ALLOI)ALUM_ { SYMMETRYCAL AKCLE w/(2) 1/ao TACCN 1/P2. m+®+® { OPPOSING ANCHORS oa%BOT�raM ' - � - CENTERMATES CENTERMATES ��y MIN. SEPARATION �lon3/4'S.M.S.®12' ' I / �_y WJ HV L_ OCK FL ILS' ' SETo Cuss E SCHEouLE i (a)g1DAi/EACH ANGLE \ I ��I o.c FULL LErIGH. W HV LOCK or z5 o^r ` ("°){ 5 \j 2 * 35* ( �* C5_, I ON SHEET 11) m t I I N \/ - ` — 21I --------- T --- I In •.{1/,a,'__ 2'. _1/2° -1[L `��J L- _0 m ® HVB lam" OUT ® HVC to•O°�©•poAO+pDa HVA ©m®�©•pDRp to.pG+ POURED CONCRETE OR ©+O•©°R©+O+ 8°al ....... , tD•��©•p°a�'©01 EXISTING CLASS I R QURETE ED BLOCK WALL EXISTING- 5+ e t • 8 e + 7 m , SYMMETRICAL ----- 6 7 6 7 rGIASS I I * IN � MIN.SEPARATION ®+Q8 a p•Q. 19+@b k.EXISTINcI t CENTERMATES �� ©5•®� t©•®oa08 • ro crass (F�\ —L GLASS * (SEE SCHEDULE \� 1 7— — — In! W/ HV LOCK 8 8 a 9• �+1 5 oN SHEET 11) i`J MIN. SEPARATION' 4 LJ� TO GLASS ®m ® i 1-11 \ I�- v m1© ( a __- -- SEE SCHEDULE N OPTIONAL :I ~� 1 ON SHEET 11) (INTERIOR) CONCRETE`S I _-� i 'L _ ANCHORS® _ *i` O` —� ; 15 O.C. 1 14 �} I r 5 I VARIES 1 \ ._.-"24)m ® /•/ —vJ '+��.L,a.® OUT 1 _....-6 1/2°MAX.SLACK I (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane tone, ``AL7�1y111�11 �4jAA�� 02D20 71LTECo•INC. ©2020 EASTERN METAL SUPPLY.INC. ,•��t•`• �/r BERTHA HVTI: V,\CEh F Accordion Shutter System No.44 67 ��' E��m v o N, ITV.BLADE#1 W/OR W/0 KW:WINDOW MADE *: * TILL1T TESTING & ENGINEERING COMPANY American Shutter Systems Ev.N DESCRIPTION DATE DRAWN er. M.P Assoclafion. Inc. I OLD 17-107 /2/2 DATE: 7/2/2020 fl STATE f �� y N.N.36U.5�51G 3D3 vRONA GARDENS.i_RDA 331fi 4268 Wostroads Drive x Ph—:(305)871-1530.Fox:(SOs)BTI 1531 DRAWING No je(ORI P .-mall:47t.mDaol.wm West Palm Beach, FL 33407 3CA- 6719 20-1 64 SEAL/SIGNATURE/DATE no�°A w#44167' s SHEET OF 20 ALTE NA E INSTALLATION W HV "T" LOC (SO V MALEZFEMALE -T" LOCKS CENTERMATES 8y 9) & LOCKERS C23i W/ ff) HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 ar ja INSTALLATION n1 HV BLADE oUT I ou a IN `��EefNG` 1.DEo3ucn DETAA tom.MotOAm ON SHEET 0. W/ HD CENTERMATES ` i I As wELL As umvERwL Two=BLADE®DErAL HOo-FAN. 0'0-0.104—10•oa INDWE0 ON THIS SHEET,MAY 6E USED WITH THIS ALTM".- IrsrAUATau DETAR xw sNDAN M TMs stTEr. S END WALL CONNECTION---, 10•®"•®•®°'©•®^' DETAILS ON SHEETS 10✓t 19 (6=-TU ALLOY)AWAL - INQE w/�(x7 t//aY TAPWN I D/C °TI ANI:,ORs 10 CON(7IER I .- ..-- _-� ---_ �* I (OPRO ) (TaR/SOT,aN7R L__------------ - - ----.- ' OPIO * .._._ __-_- _-_�.-__ ....--- I p)BtD.��/ as TD r I j-/,ms�a•s.Ns.o u• ---- -----4)----{-�- ...1.._._-..... ---- 5 Ft,LL tENcxc 37 30*HV "T" IN ae±sN(TrP)—�I ---7_-.-- -----DIN:] N- (pwsn(rvP-1'/ 13 %�N _..�—�.- I �/ j O _ LOCK (INSIDE) lO _.�-3 s a 7 3J�'----'---- s e,�• I` t�swmwE N5) / O.. 2 29 -� I a 3S DUT 31 oR 32 i 13* I 31 oa 3© 31 oR� 1/4" 0-20 x 1 1/2" S.S.M.S. U4 —35---j (OPTIONAL) SEE NOTE 6 FOR HV Locn0. * W/ 7/8"0 x 3/32" WINGNUT. (DrnoNAy HDB-HVII OUT HDC-HVC r Lem,OR SHEET E. SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE)- @ W/ N! LOCK (EXTERIOR) W-0Y LOCK (INTERIOR.) t s�6444 o1AnaHwJ HVG* Z (2024-T3 ALLOY)LAKE FIANCE THIN ® ®a©•,(O]'�q�8�"�10•®^� AS MA INACTUR PARE A 0620E O�® ®•®°'®•®w AS ET MANUFACTURED BY T AYDEL CHERRY 1 D• a TEMM.PARSIPPENY,NEW JERSEY ©'O,®a©•O•®w 07034 OR EQUAL --__ �_ ---_�•®O1®•®'-V•�°" —8 ®�p ®a® ®®•® ----- rr�� ---—(J ---- ---�({�----- -----'© *SEE nmEs off Loom+c tmm6O&HBO Loom ON shE:T s UNYD6AL FIOAMC MADE®MM MO W U vmo M AL CMIFIdViS Nw-IM"TRM MMEO HDD— VDT* FLOATING STACK FLOMDA BUILDING CODE(Non High Velocity Hurricane Zone' 1 j11IIIDI( ,�,,�i 02020 MILC0,INC. 92020 EASTERN METAL SUPPLY,INC. �,,a)�� •.:,,.• /T BERTHA HVTL, .�y�Q� '��ENS E G O �>r�. �. � Accordion Shutter System No.441 7 • • ■ KV MADE#1 W/OR W/O KV WINDOW 11ADE American Shufter S stems Y EV. OIcSCRIfT,DN DATE DRAWN B/: UPTILLIT TESTING & ENGINEERING CONPANY *' * _�� 6336 N.W.36Dt St.,Stn M&VMMA GARDENS.FL01FM 3316 Aasocfatlon. Inc. , aLo 17-io7 /z/2D DAM �/zN o20 -o'•, STATE PAona:(=)87T-T33O.Fax:(MS)671-E531 4268 Westroods Drive 2 DRAWING No a- a:e7tFeoaaN.aom West Palm Beach, FL 33407 3 %90 '`COR1C '`•�� DA-DDD67,6 20-164 ��••. �. WALTM A.TILLIT Jr.P.E. 4 ONA rfi``1EAL/SIGNATURE/DATE FLDRMA tx-y 44167 6 SHEET 6 9 OF 20 _._�• ... CRETE __ RM _POURED CONCRETE OR RL POURED CONCRETE OR / OR CONCRETE _... . OR COHGRETE --' .. _ - BLOCK WALL REQUIRED -- - - CONCRETE BLOCK,V IL _ BLOCK WALL R60UIRE0 -, _ BLOCK WALL REQUIRED ..- . REOUIRID _ r r •r ' . E%1571NG GLASS �E)(ISTING GLASS •---2�NW.% CONCRETE ANCHOR t E1uSRNG GLASS C GLASS 0 ID•O.C. - -{(-- r IAAL SEPAPA7I017 -T•._:. - 2'UN.rCLASS . .._ t - i TO CL SS(SEE 19K SSPARMON ',I t MN.SFPNW!ON roe44-CEO ' TO WL GL S(SSE 11 FORSLE ON SHEET M GLASS(EM ELADEII)AND S043 ULE ON SET TO BASS(SEE SCHEDULE ON SNEXT 1/16 i3,HAX.. _ ON SHEET I9 FOR 11 FOR 9ja(DAND •{ �._.._._l�l�8U�,0 I FOR DAM®AND (6063-T6)CONT. BLTOES�&Q/� :ON SHEET 19 FOR � 1/2' � 1 ON SIM 19 FOR ON SHEET 19 FOR ALUM.CLOSER I BUOES©&® RACES & eLAaFsO& FATT FJMOR O; iMItJ.'-� -----•� OF 5) rr 1 USE OR 2'IAAK. 0 (KS APPUCABLEh2'x1JBi0'-2• _�----- flaxf/z"S-1L5 . I _______.----_--' 1•' ---- AWMXUM CUP ANGLE I ®•6.O.C. — I• --_—_ ¢ 1 (6063-T6 ALLOY)AT MNHEIGHT �_— (1)010x11r S.M.s.TO®& -.•` __ O � ��'',,� (7.)114.0 TAPCONS ANCHORS TO _ (, / WALL AT I'0-C. (LOCATE AT }•' ( I ^>_�� / i - - c�, SEE DETAIL X TION : ®� : EITHER SIDE OF ) I '( )R - L/ -// ! EE CONNECTION ) OR 10 OR (W SEE DETAIL x FAR V OR (W`<::> TO TRACKS /�.�� SEE DETAIL x FOR. n SLOE COIW`IECAON { a® ©'0'V"l'7''®°t SIDE CONNECTION LJ ®�tJ-�'Q�•®°�6�`pW TO TRACKS 7- W 0.6 7 e B fo•®� �'®W®•Q1'®•®W To TRACKS I �®W®•gyp•®� 10•®p®•�®•®a Q•®�®•d�°©•®d ©.p7 .©p©.p7.®m —C.,p.®a©.,p.®W 0.0 ®•®��' ®�®•Op®•® O•®'®•®'®'®vp� END CONNECTION DETAI END CONNECTION DETAIL END CONNECTION DETAIL 10 END CONNECTION DETAIL 20 4 REOUNID ONLY FOR SPANS GREATER THAN 12'-0• POURED CONCRETE OR �• EXISTING CONCRETE BLOCK WALL -' ( -EXISTWC CLASS GLASS REQUIRED ♦:J (- -'---- --\•J�..___.-____-_. 1 r UIRID r �------------ Ito SIPARHTION 1<7�:1/2''g._. - I 1O Sur CLASS(SEE ®,6.2G. %M SEPAAATTDAI � ,. -- ---_ OR SCHEM ------_ Il FOR Boo CONCRETE 1/2.UN. CHSS - - ® o -_-- - - an 5�I9 FOR ANCHOR®------ -- I1 FOR RACE®Anro -- --__ _ 1 OR 3 oR 1 OR 1 cxiNCRETE SLAVES V&4-3i ` 12.O.C. — -— ON SFDET 19 FOR ___--_ DR 1 ANCHOR Eo SLY. _-� BAOESo&p ......... EO _r ©OR®ORQOR '- 11IN. -: 2-!AIN. F- rSEE LDA 110K5 OF ME FOR VIEW ---- ;.. "'�..• BADE fA ON SHEE'i 19 (@OR I a OR(qOR qOR,� I ( (1)OR 6r �:. PLAN � X QOR �.��• s ®apa©.�4® 10.�4 DETAIL -- POURED CONCRETE OR = --------`---• ��a©•Oap To•®> ---------_...�_..__. END INSTALLATION CONCRETEBLOCK WALL RECU;RED D•®•'®•Q p.®p 10 O ® O O®� !1 HV BLADE OR d AI HV WINDOW BLADE INTO REOUIREp ©•7 • p 6•7 • a ©•U•®p(O.O-®� ®•®�®•t�O®p CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5 ®•�®•®�-®p �•®W®•tea®•� ®'®'®°`®® ®'®END CONNECTION DETAIL 6 Q FLORIDA BUILDING fADE(NoT, High Velocity Hurricane Zone' `♦ ,i'u11U111 •(y7�,_'' 620"TIUECO.INC. 02020 EASTERN METAL SUPPLY.MF BERTHA HVTN 'N)cEr• e r:,p� —� Accordion Shutter System ' fT11� E C O m e. ,a m E D N.V.0 env#1 Wf OR Wfo Kv WNDOW BLADE No.44 67_;-� * * r TiLLJT TESTING 8 ENGINEERING COMPANY Arrlerlcan Shufter Syetenm N DESCRIPTION am MAWR Bt. UA STATE F ?� 03m Nsv.Saw 51.51w 3A w um GwDw.na am 3318 268 Westlorls Inc. , OLD 17-107 TJzJ maE z/2ozo 9 Phw :(305)611-1530.Fax-(305)671-1531 46E traads Drive 2 DRAWING No 0-0aw u sole cam West Palm Beach. FL 33407 4 20-164 r�'A4isjSi�NAI"`�M�SfALfSIGNATUREfDATE W �AL�#µ' c S 10 OF 20 SCHEDULE 41 SCHEDULE #2 SCHEDULE /J3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" * MAXIMUM SHUTTER SPAN L+" (ft.). FOR INSTALLATIONS W/ OR 'L-" ft. FOR ,NSTA�AnoN LGi_ND 'NQT�: CENTERMATES.0 &®or or ( ) R "L-" (ft.) INSTALLATIONS �a INSTALLATIONS W/ N ly CONCRETE& W/ ONE H.V. LOCK ® or®or I�a & WOOD (1)L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK (9 W/ NO LOCKING RODS or ONE HV L0�®o® & W/ONE HV LOCKS MANSOR' POSITIVE A.S.D. DESIGN PRESSURE RATING. CENTERMATES & W ONE HV °T- W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B, C, D,E, M, N, 0, P, O, L-: MAX'ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. LOCK W TWO LOCKING RODS ® ODS MOUNTING F. K & L R, S, & V. ® / ®70P & (SEE NOTES t,1t) (VALID FOR MOUNTINGQ BOTTOM (SEE NOTES ,1r (2) PROCEDURE 70 DETERMINE MAXIMUM SPAN FOR- /� SHEET 71 FLOOR/CEILING G. H. I. 11,J T. U. W& X WALL MOUNTINGS(TOP/807TOM) OR FLOOR CDUNG: CONCRETE&WOOD INSTALLATIONS 0 CONCRETE&WOOD MOUNTING / unt<onla & M gVAM 11o4u0N CONCRETE Asa NSDN ASO.DED21 sT n0. ASA CE$N INSTALLATIONS GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, I'RSSWRE WALL MOUNTING LOOR/CEILING PR�FM WALL MOUNTING DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE. MOUNTING RATING k RA71RG BOOR/CMNG MOUNTINGQ''f') tv�33 FLOOR/CEllING MWNNNG Ir•t1•) OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. I.oa-) _ _ _ (+oa-) __ I.OR_) FLOOR ALL MOUNTING DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. L+ 10) L-(III- L+ (0) L-(I0- L 1 (11) - L-(e)--- L+ (ft) I L-M O MAXIMUM SHUTTER SPMI'L+•OR-L FOR 30 OR LE I6'-C' i6'-0' 16'-0' 16'-O' 30 16'-0• 16'-0" 30 16'-0' I i6'-0• INSTALLATIONS INTO WOOD SHALL BE UMRED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE '—"- ------- -- ------ 105 psf.A.S.O. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN'l+'AND 'L-•. 35 1a'-fo" fa'-1n' 1s'-z° ts'-o' 35 1a'-1o' 1a'-10" 3s 1s'-2' I ls'-1o' --— -- 0___ -----.----- -__40 - 13'-70" -13-10_ 14'_2°._ 1_5'-2 _ 40 _ _13'-f0_'___13'_-10"___ 40_- 14_2'_-._.15�-Y ._ (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR _ COMBINATIONS IN BETWEEN WALL MOUNTINGS -.,_,_45 __ 13'-1' 13'-1• 13'-4° _14'-3' 45__ 13•-1" _1_3•-1• 45 13'-4' __14'-3" t HV CORNER CENfERMATE#3 MAY BE USED AT ALL 12'-5' 12'-5' 12'-8°_ 13'-7' 50 12•-5" - 12'-5' _ _50 72'-3' 11._1. MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS VI/FLOOR/CEILING MOUNTINGS: 55 _ 11'-10' 11'-10` 12'-1' 12'-11- 55 1V-10' 11•-10" 55 SHALL BE AS INDICATED ON MANDATORY CONDITION 62 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 I T_4' 1 V-4' I V-7- 12'-$ -60 1 V-4' 1 V-4- 60— 10--2' 10•-11� NOTE#5, SHEET 5. RATING: 10'-t0' 10'-to- 11'-1'--11•-11-- -_-65 16-10' 10'-10" 65 9'-5` 10_-1' DETERMINE: — ; �- ----- ------- _ Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70, 70'_6 10'-6" 10 I-9 11'-5• 70 10'-6' 10'-6' 7U 8'-9" 9-4' L2+- MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 1D'-1' _10'-1' 10'-4•_ 11'-1° _ 75 10'-1• 10'-1' 75 ttEXCEPT THAT MAXIMUM SHUTTER 11 9.+'OR INSTALLATIONS. -__80 9-10- 9-_10- 10'-0- 10'-9- 80 9'-10L 9i10- 'L- AND MAXIMUM A.S.D.13MNG PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 9'-6' W-b' 9'-i'. ..10k-5" 85 9'-6, - 9'-6"-- INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK 90_-_- _ 9�3�__8•-J'_-. 9'-5'_ 70•-1` 90 -W-1'rt-1-11_3. SHALL BE LIMITED AS FOLLOWS: DETERMINE: 95 _ 9'-0' } 8'-9' 9'-2` 9'-f0"_ _ _ 95 9'-0' 8'-9' t- CONNECTIONS TO KEYSTONE MOUNTING Lt-= MA%. SPAN FOR WALL MOUNTING INSTALLATIONS. I _ 100 8'-9' B'-4' LIMITED TO +64,-72 p.s.f. AND 8'-0"SPAN, SEE 100 8'-9' 8'-4' 9'-0' 9'-7' L2 MAX.SPAN FOR FLOORfCE1LING MOUNTING _ MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7` j 7•_71r__B_9___9.�_4._ 105 _.- 8'-7'--� 7'-11' -'T----:--- -- 110 __ 8'-4• 7-7' 8'-7" 9'-2' — 110 W-4' 7'-7-- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE --„ 115-. 7'-3- 8'-4' e•-tT- V -115 8'-2- 1 7'-3- MINIMUM BETWEEN 11+", 'L2+', "L1--AND'L2-" l2o B-o• fi_t, a'-2 izo s=D• - 6_t1• SEPARATION TO GLASS SCHEDULE --- -( --- ------ (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125_ T-t0" i 6'-8' B'-0' B'-5' _125 T-f O- 6'-8" ALLOWABLE SPAN AND NEGATE A.S.D.DESIGN __ 130_ _T-e' i 6'-5' 7'-10` { 8'-1' 130 7'_W 61-5' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR __ I__ __ -- WIND ZONE MINIMUM SPACING. 135 7'-7• s-z• 7•-9• 7-9" 135 V-7- 6'-2- SEPARATION 140^ Y-5' S'-11' 7'-7' 7'-6 140 V-5" - -_S'-11- ASTM E-1996 —145 T�3' S'-9' 7'-5" I T-3- —145 -- - 7_-3'- _5•-9' TO GLASS 150 7'-2•._ ..5'-T T-4- .1 T-O-_ —.i5O_--_--'7.-2—_ 5•-7.- --155_ r-o' i_5._5. 7'-2' 6._9.- 155 7'_o.- •- 5—_5.-- 1 THftU 3 160 - 165 6�-10".. 5-�:_ -7,_0� 6•-4• 165~ W-10 -�5.-1•- --170 8�9' 4'-1Y 6'-11' 6'-2' 170 E'-9" ---,75 8'-7---- ' - —- - - a'-9- � 6' ISO 6'-6 4--8- 119950 s'-a' ' — 185 4' --185 .._-_.._6_--5_'__. ' HV BLADE -J5" -s" _ - '-5- 190 6-4' a_5- 5•-3" 4'-3" 6'-5" V-5' 195 J 6'-3" 4'-2- 6'-4.._ .Sr 3=- ---2L70 6•-2"_ _- -- —20 5 '=5'" s'-i•- zos - -s'=1" - a=' FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone; yFIt111 11111��If/A7 0202D TILTECO•INC. p ,p @2020 EASTERN METAL SUPPLY,INC. ... ..T,.�ir'��,, /1■�■S■Il+�■ BERTHA HVTFA Shutter :'s'P•'�,�� + Accordion Shutter System ? 1 L E b O I NC. H.V. 1 #1 W/OR W/O KV. WINDOW MADE ND. 1*.: TILLIT TESTING & ENGINEERING COMPANY American ShuNer Systems 1EV.N DEscIU,mON DATE DRAWN W.MILN. c. tu53 N.W.361h.St,Sta 303,VNIG2NA GARIXNS,IIDRIDA S316 Assoclaflon4 Inc. I OLD 17-107 /2/ — 7/2/2020 a' STA OF .. id Phone:(3051871-1530.Fort:(305)871-1531 4268 Westroads Drive 2 DRAWING No '�'' w,,. c-mots:tiR4e.D.W.eom 20^1 64 West Palm Beach, FL 33407 3 V mac'•'QCQ IDS •�• cA oao6719 4 '///,FS •••••1 G' `�� WALTER A.TDJIT Jr.P.E. �,�A s/0N J.L� ?t1/SIGNATURE/DATE FLORIDA u`•y 44167 s SHEET 6 11 OF 20 MAXIMUM MCHDRS- SpAC�NG ftn") gGHFnuLF FOR A NIMAX. cN rt7,crt SPAN A c D DESIGN NEGATIVE PRESSURE RATING AuD A CORRESPONDING MOUNTING iYPE FOR COWRE ANCHORS SPACING LGEND POURED CONCRETE U.MOUM A RIM D AND ' DR SHEET 6 POURED gFX CONCREIE BL= TAPCON OR SPAN A WALL HEWER�NOUNTINC A�WALL HEADER MOUNTING ®WALL HEADER MOUNTING (P)WALL W,,NOUNIING D WALL SILL,t(OUNTING C&F WALL HFAOQ2q. 7 TAPCON WITH ADVANCED 6 hil MOUNTING THREADFORM TECHNOLOGY (R) "A DEW WANE P86SIfE RADG ASD.ULS01 16rATNE PIaES M f7✓t=(p,AS0.DMON MATNF PFWJF2 RAW,,j AS0 DM I IGM FRISM RII1�C W A50.�7,NaAM1E RA1N0- A9.[!am AffANE PfeSSURE ALL POINTS SOLID-SET 30 40 60 73 BO 120 180 205 30 40�80 I75 90 12D 160 105 30 40 60 75 BO 120 16D 205 SO 40 BO 75 90 120i180 205 30 ,0 60 75 90 120 1fi0 209 30 40 80 75 BO 120 BLUE TAP 14 72 10 9 B e 6 6 14 12 10 8 B 8 6 6 1/ 12 f0 9 8 8 8 /4 t2 f0 e B e 8 - 14 12 70 e B e 8 SS B B e B B 8 TAPPER+ --_�-_ ___.__.. 3-0 14 12 t0 9 8 B_ 8 6 f4 I2 10 e 8 8 8 6 14 12 70 9 B B 8 8 ,4 12 10 9" 8- e B B 14 f2 10 9 ____. ___.--�_ -��__DR 14 12 10 B Ee 6 3 ,! 12 70 B_ B I B B 8 11 12 10 9 8 B 8 8 tb 12 10 B 8 0 6 3 74 12 70 9 B e 8 B e e 8 B B B,4 12 10 9 8 8 BB 14 12 lU 7 BE 8 1 6 14 12 10 B B e 8 6 14 12 10 B 8 8 B ,4 12 10 s e ei b 8 B 8 g e e B 11 12 /D 9 B B B 4 ,4 12 f0_ B eI-A.- t B 14.1 2 9 BIB B B f1 12 f0 9 B L7 11 12 10 9 B 1 7 fSS - e e 6 e 8 7 SS 4 4•-0- t4 ,2.1O 9 B B 6 ► 14 12 10 "e B 1 6 11 p B II e 8 B 14 12 70 p i8 _8SS_ _ 14 12 10 8 B 8 8B 89 B14 12 f0 9 E B 4.S 14 12 10 p e 6 4 14 9 8 I B E E 14 12 10 3 B. 8_ 14 12 110 9 B B 6 B s a 8 B B fly S14 12 10 9 B 8 6 U 12 10 9 e B 6 74 9 8 8 e e 14 12 10 B e B - I- Ti- 12 10 9 B B 8 B B B B B B 7 bb 14 ,2 10 9 IN IS 44 14 12 10 9 Bye 6 13.5 14 12!19 9 B I B _6 _B 14 11 10 9 7S I-1- - 14 12 10 8_73 35_ - - B 8 8 B 75 55 4 3 * SE "--"'--� - 1t 12 10 B B e e 3S 14 12 10 9 BIB i 8 14 12 f0 8 8 7 - - 14 ,2 10 9 B B B 8 8 D a e B 8 8 14 f 12 /0 9 1 a a 45 E ANCHOR s'-D- —--— — —. — - j——t — ——— —— --- 1= SPE 14 12 10 B B e 4.51- 14 f2 10 B_ 8 B 6(�5 14 12 10 p B I3 - 14 12 -10 9 e 7 - 6 e B B 6-i s 4 CIF:CATIONS 14 i2�iC C 6 B 4 - 14 112 10 9 e B 6 133 14 12 10- 9 B 8 6 i 6 14 12 io s- 6-I- _ �i Iz f0 fi a 7S = -- B e-a e e 7J bs a ON SHEET 13 14 12 10 9 e 5.5 S l4 11 10 8 e B 4.5 - 14 12 10 9 B e e e 14 ,2 BSES_ 8 73 B.5 4S JS__ ._.. .__.-. .-____ I U 1Z 10 9 B 9.9 14 12 10B 0 "e 4S 11 12 10 9 B e 6 8 14 12 f0 9 B 4 14 tZ 10 "9 e 8 4 _- a 88 e e B 8 7S 6•_0- ____�.J__-_..__.._ f 14 12 110 9 B S 14 12 i0 9 ! 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A.S S■A KV SLAM#1 W/OR W/0 H,V WNDOW BLADE -1r�- American Sbuffer Systems Irv.N DESCRIPTION OATE ORArN BY: OP � �f� TILLIT TESTING & ENGINEERING COMPANY j t CLD 17-107 Inc. -O••, STATE rrf 6355 N.W.W.361k St.St =.VaGMA(IM0075.FLOFITU 33165 Assoolaflon. /2/202 DATE 7/2/2020 Phone: 305 71-15J0.Fa::(30S)B7I-1531 4268 Westroods Drive 2 %gyp Ft ( ma�-0�a1�9•yam West Palm Beach, FL 33407 3 DRAWING No ., oRtc 20-164 WALTEN A TBUT Jr.P.E. 4 SHEET / / .®4b167 3 SEA FLORCA Ue LSIGNATURED i E 6 12 OF 20 MUM N ANG = SpAY`RJG (jQ l$GHEDULF FOR A GM24 MAX cuUrFFG SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS.D.DESIGN NLT'�TNE PRESSURE ReTING OWE CORRFSPON(M:.,M'LL1R`NG TOE FDR CECRETE OR CwCgErE BLOCK Ih ,1IA M (SEE wmmcS I-G•&H ON SHEETS e&7) 1_ANCHORS TO SUBSTRATE SHALT.BE AS FOLLOWS: Pam awsmFfamom 1;= POURED O°1CREtE (A) TO EXISTING POURED CONCRETE:(Yin.fc-3 25I) MAXIM QQ WALL SILL MOUNTING ©CEILING MOUNTING OH FLOOR MOUNTING -1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LTW.BUILDEK.(Afro.fe=3 In0 SPAN ANCHORS SPACING UEGEND - 1/4'0 K 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUIID EN ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.fc 3 Usi) (N -A-�1(KMMK PR6 WsuG MM�� RRt& ��mG1tME I �tf�) - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(IDn.fc-2 kw) JO 4O 60 76 BD 720 160 203 30 i 4o fiO 79 90 lzD ifi0 205 30 40 60 75 BD 12D 160 TAPCON OR - 1/4'6 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY TAPCON WITH ADVANCED 14 t2 70 9 B e e s.5 74 12 iD 1 e 6 s 6 14 /2 10 ° e e 8 8 1HRFADFORM TECHNOLOGY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC_(Min. fc s 3 Wi) 3'-D' 14 12 10 9 B 8 6 8 1{ 12 10 9 B B 8 6 I4 12 70 9 B 0 6 6 OR 14 f2 10 B-8�1f 8 8 14 12 f0, 9, 0 B 8 i 14 12 10 9 8 B 6 5 ALL POINTS SCUD-SET NOTES: 14 12 f0 9 B -B- G 7 14 12 i09 1 8 e 6 I B 14 12 10 B e B 18 s BLUE TAP W/CAP 0.7)MNWUY ENBEDMEW INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 B Sa 3.s 14 1121101 B 6 a e 6 14 12 10 19 a B_ 6 S TAPPER+ ANCHORS IS 1 3/4%AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. 4._p• 14 12 t0 O 6 e 6 5 14 12 f0 B 8 8 e 8 14 12 10'9 B 8 6 5.5 A2)MNIGIUY EMBEDMENT OF 1/4'0 fl 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/9'INTO THE POURED CONCRETE NO EMBEDMENT 14 12 72{t-g 3 B _B 4 14 12 t0 B B 8 8 Al 14 -1R f0_e _e_ _e_ 4 35 INTO STUCCO SHALL BE PERMITTED.1/4.0-20 S.S.MACHINE SCREW USED S7Wl BE 1 1/2'LONG MINIMUM SHOULD STUCCO DOSr,AND t4 72 10 I B 8 a 8 13 14 t2 10 9 8 B 8 5.5 14 12 10 8 D I e 8 4a 1'MINIMUM FOR WAILS WITH NO STUCCO. t4 12 10 9 75 SS 35 - 14 21 1-O 111 8 3_ 8 5 14 12 10 B 3 7 5 S 1 4 •SEE U 41ON5 IISE FDA 14 12 jD 9 B 6 6 8 14 12110 eI B 6 fi b.5 14 12 f0 4 e 8 s 45 OIAOE�oN SN07 f9 5"-0' { A3)N CASE THAT PR[:GLSf STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DWNG WALL OR FLOOR, 14 12 -C g 1f 1 7 4 - 14 12 10J e s BS 5 J5 74 12 10 9 s2 5 3.8 J ANCHORS S1W1 BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 H I73 aS 14 12 }O f 9 B 8 s 45 14 12 10 9 B e <5 3.75 NOTES At)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR ELFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER_FOR to 12ffp%57j5 es 43_-_ 74 72 10 9 B 7a 99 4 14 72 10 B e 6 43�J3 INSfALLARON INTO EIFS WfTH METAL STUDS SEE SHEET 20. f4 726 8 B 74 12 10 O 8 if B 5 14 72 10 9 9 BS 5 13314 12 73 f5a 3 14 112 70B3 7 5.5 4 3 14 112 0 r�5 SS 4 3 j- (8) TO EXISTING CONCRETE BLOCK:14 12i e I e - 14 12 10 B e d9 5 A7 14 72 f0 e.5 0 9 t i- - 1/4'0 TAPCON OR TAPCON WITH ADVANCED 1HREAOFORM TECHNOLOGY ANCHORS,A5 MMIUFACTIIRED BY I.T.W.BUUDEK 74 1112 8 !is SS 3 _ _- 14 12 10 9 8 8S 43 JS 14 12 10 8 7 5 5 _J - 1/4"0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. r- - !___..-__._---..-_. 14,72 10 19 s_ _ 14 72 7D 8 3 7 S 4 14 12 10 0 745 3S-4 13 -1/4 6 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 11 72 f0 s SS 4 - 1{ 12 B 7S 5 4.5 3a 14 f0.9 7 5.5 4S-.15 - - -1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC..AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY OR ANY --- OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14�12 f0 85 7 4 -1 14 12 tU�9 78 SS t 14112 B 7 7S {SI- 14 71 7 55 4.5 - _-'- 14 12 101 B 73 SS 4_ - 74 12 9_ 7_i a {5_ 7�_ 14 t2 f0 e 8 &5 - 14 12 10 B 9 s 4 = 14 12 f0 a 8.5 5 '3 - Nam' B'-0" - 2 -- C _ B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON U 12 65L7 Z9 S =)- f4 72 . s5 38 4 ! =45 s8__fi 5{j}i 3 - - WpTI ApygMfCFD iHRFJd1FORM TECHNOLOGY ANCHORS IS 1. U 12 95175 1 8'- -1-- 14 1 12 9S R'l 5 == /4 12 B 6-1 6.& 13 9a 65 5 3S - -_ 14 72 701Al83 S 1j _ - ti 72 B BS 5 4 I- - B.2)MINIMUM EMBEDMENT OF 1/4'0 a 3/4"ALL POINTS SOLID-SEr ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO 14 f2 to g e 14 12 1`0 9 115 15I= 14 12 85 7 55 4 - = EMBEDMENT INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1127 LONG MINIMUM SHOULD SUCCD 14113 7S 8 4 _If_ - f4 11 7 5a_I 5 ].5;_- it 8 5S 4.5 ]b - EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11 12 D i65 4S 14 72 65 7 I55 4(- - 14 tOS 7 53 8 145 15 8a_-!3.31 4 I- 14 72 B _3.9I_a5 SS B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. la 12 10 rB 7Si_ 14 12 10 9 i8S S�_ 14 f2 6_ S!5 4_ - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 1a tO.S 7 _3 !.5 -I-t 1] BS 6.3 S iI 4 3(_I� l0 7s e a ] - - - NOTES ELI)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 141 111 75 5.SI�- -r- 14 /1S 9 fi 1 S 4 -I- im 9.5I-6 6 -{. -;I- FOR INSTALLATION IWO EIFS WITH METAL STUDS SEE SHEET 20. OS`B 6 14 12 8 6.5 5.fi 73 f0 83 5 4 3 -__ I4 12 10 I-i-(Y- I- 71 1_ 9 7 B 14;8 14 705.7 5a 4.5 3S = _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 2585 5-- -1-j=�= 12 !L 5 45 4 3 I- 9 7 4.5 7.5 J - - -- 14 10.-7 _•_ -i- 14 IDS 7 5b ss=-= 1S Bs 155 4$&75 - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(EEL)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 8.5 7 43 - _ _I- 14 11S_ 73 8 1 IS _ -)_ 72 9 j 8 _43 4_ - 14 1211a - __ U 12 B 83145 13 f0 i65 5 4 _ p0 1.9 85 43 __ =i-_ - -_-_,__-I- _ EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANC ORS __ __ __ 71 _B 95�4 IS.SI- -!__ 9 6_ 4__3 -I--_ MINIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS IWW THE INDICATED,REDUCE ANCHOR SPACING ].5 931 8 - - - -i- 1J 9.5 BSj b.l 4 I- - I Oa 8 3 4 -1-1-1- BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. -B B.3 - -I- _ 14 10.5_7 SS 4.5_I_- _ 11 8.5 5a _4-5 3b - - REDUCED SA NG OBTAINED US71G FACTOR SHTSL NOT BE LF55 7LUW AINO,IUY SPACING INDICATED FOR EACH ANCHOR TPE 14 is __ _ _1-a`Lns 75 6 3 i - _ 1z e-_e 4.9_1 - - - FACTOR e - -(-- to`is s 4 J 1_ - - 7s�5'a�i a _ -- -- ACTUAL TAPCON WITH ADVANCED TAPER+ -Jf - 12 1 9 6 43 4 1= - 951 7'--5 4 - - - = EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP e e_ tJ tt 9s1I ILLS s _• - HV BLADE OR IDICTANCE THRFADFORM TECHNOLOGY MN.SPACING 14"-0" 14 42 " 11 liOAf 7 S.S-•- 11 8.5 5.5 $5 - _ _ E.D. MN.SPACING=3- MIN.SPACING a Y MN.SPACING-3 1/2' MIN.SPACING m Y 3 3j$ 4' 10 73 e 7 4a JS = 7«8 3.5,_J = _ V BLADE POURED CONCRETE& FOIl�D N11'l+E7E EDIcmE D POURED CONCRETE& POURED CONCRETE& %s e I= _ =n e`as 4-s s Iss 4-s - - - = 11 Hy WINDOW _ 'Mw END BLOCK Mx Ea=31jz 1aa Eae2 tjz wi�En a 71DCK coivaED.a°LS°dfDm+aELE mTxraTE2LLojorc -. - 12 ------- _ - - 7a - - - -�_ 12 1 9 8 I- -I -_ - 11S 7 4a _I_ - _ _ t5.-0. 05-°- 5- _-'_---- BLADE WORKING -- -- -..------�:°-- o.BD--- - to o.7et.o------ -_1_- 'es 6 3 1' =_ _ 2 1/2' 0.81 %o = 0-87 `7-0 a5�a s - =1 i- --es 6 4 - - -I= 1N UNISON O -z. - -_--- - o-it - - - -- _-- ------ -_ - t- _ -_ _ _i_ _ _ 11.5 s S SS j_ _ _ _ 8 B 4S __ - `_ - ----________ _ ___- ._ __ _-_-_________-__ _ 15 e I - 70 7a S = -I- - t _ _.. __ _ - __.___ -___.-_._ -__-. _ O'er s g.. - 0.35 - - MAIDA BUILDING CODE(Non Ifich Vel.ety Hurricane Zane; /is 11 02D20 TLTECO,INC. Q2020 E45FUN METAL SUPPLY, INC. BERTHA HVTM, Accordion Shutter S stem 67 H.v RAX&I W/OR W/Q H.v WINDOW BLADE TILUT TESTING& ENGINEERING COMPANY AmerlCcn ShUHar systams EV, DESCRIPTION DATE DwWN BY. M.v STATE F 6355 N.W.36N.St.St:.303.VIA'CNU OMENS,FLORIDA 3316 AsocciotlonA Inc. I OLD 17-707 T/2/2020 DATE. 7/z 202O '9••, PA6n6:(305)871-1330.Fca:(305)871-1531 4268 Westroads Drive 2 O R 4L�� a-man:Ultaco®aN.c6m DRAWING No �ORI C1�� fA aoos7ls West Palm Beach, FL 33407 3 F' 4 20-164 WALTER A TINT Jr.P.E. SHEET Mill, R.1��`EAL/SIGNATURE/DATE FLORIDA p`'/a4157 6 E OF 20 MAXIMUu C U : FOR A C4VEN MAX, cu rrER SPAN. AS-D DESIGN NN AG S SHEDMOUNtNG TYPE FOR CONCRETE OR CONCROE BLOCK INSTA t oT1ONS (SEE MOUNBNGS I.J.K h L ON SIM 7) POURED CONCREFE POURED COX CDXCRETE BLOCK ANCHORS SPACING LGtT1D MAM r�WALtt OVER tr n 7RENa1 J RANGUARD MOUNTING K WALL/FLOOR MOUNDNG W OR SPANUF5611 MrM waNc(� 9=NISA E WSs K IL W V RSQI HEMUK PWM MW ©TM RMT PlE59FE Rmlc� N WITHPCON DV (N 7 _ _ TAPCON WITH ADVANCED JO 40 60 75 190 t20 18D 20S JD 40 au 1 75 90 120 lOO 205 30 40 60 7S56T,x0 I6g�2O5 30 40 60 i5 90 7x0�ta0 205 THREADFGRM TECHNOLOGY 14 12 10 9 B 6 12 12 12 12 12 1S 53 65 7 7 7 7 7 7 7_5.5 5 S 5 s b 5 ALL POINTS SOUD-SET 3•-D" 11 12 70 9 0 .e e`6 12 f2 12 12 12 12 as i 7 7 7 7 7 7 7 7 8 fi 5_ 5_S 5 (s 5 -- )R LESS 14 12 10 a -8 B .e a 12 12 12 12 E 0 6 45 7 7 17 7 7 7 7 B.S' S-_a-S 6 0* 5, s 5 BLUE TAP i4 12 10 B e a B 8 t2 12 12 Iz 12 10 75 8 - _r-7-�7 7- 7 7 7 2 S 5 s s s 5 5 TAPPER+ 14 12 70 9 e (`8 6 a 12 12 Iz 12 IS 0.a BS S 7 7 7 7 7 7 55 4 8 4 a 9 S S S 3 1 4 14 12 10 B B'-I E -6 6 12 i2 12 12 12 9S 7 SS 7 7 7 7 7 7 7 7 5 1 5 5 B 5 -5 5 5 4'_0'___ 14 I2 10 9 e a E 8 12 12 12 9.a e 6 4S !S 7 7 7 7 7 7 7 5 S 5 3 3 5 5 5 5 14 42 10 9 8 ! 6 e 12 tx 12 12 10 75 5S 4 7 7 7 7 7 7 7 ss 5 5 5 5 5 5 5 5 14 12 110 9 Mi�:�FFN 12 12 1+ 9 7 5 4 7 7 7 7 7 5-5 4 3 S I S 5 S S S 4 ] i2 10 9 12 12 12 10 )s 5.3 4 7 7 T_ 7 T 7 T T 5 5 3 5 5 5 5 2 11 12 f0 812 es 7S a 4S 33 - 7 7 7 7 7 •7 5 3.3 56 S 5 S S S 4 i4'f2 10 9 12-112 12 es a-' s f.5 - 7-7 7 7" 7 7 83 4' s X55 S 5 s 2 SEE ANCHOR I4 12 10 9 6 a 6 e 12 12 n1.5 9 7.5 Es 4 3 7 7 7 7 7 4S 35 - 5 a 4S ]5 - $PECIFlCATIDNS _.._._iT iiio 9 a a a e 12 12 12 m e- e'4a 3S 7 T 7 7 i i 7 7 a ''s'I s s e6 I---._.. '-- .._ --__ - -- (- ON SHEET 13 14 112 10 9 B l e 9 B 12 12 l e 8 6 4 3 - J T 7 7 7 SS 4 - 5 5 ((a 4`314 12 10 9 a s 8 8 13 14t70 0 0.S D = 7 7 7 7 7 a 45 - S 6 1 5 {SI4 12 10 9 e e 6 a Vj12 f0 a 0.3 S >5 - 7 7 7 65 ssj s - 5 7.-p. 1{ 12 /0 9 e B 6 6 12 B.5 7 5 4 ] 7 7 7 7 7 7 7 T 6 5 5 1 5 S _S 14 12 /0 B B 8 6 Bay 5 4s ] - - 7�7 7 7 6S 5 3 - S S S (S $ 5 35 3 u 1z to s 1 e e e 6 95 T ss s= = TIT 7 i T s - - 5 s s 5 s a 4 = 0 VAUD ONLY FOR UP TO +70, -75 1+ fz m 9 e e s - as 17 as 4 1 - 7 1 7 ss 4s 3 - - s 5 a- s 4s !S - - PSF A.S.D DESIGN PRESSURE f4 12 10 9 e e 6 = 17_5 6 4.5 3a - 7 17 i i 7 7 4 s a s a s 5 s s RATING & FOR SPANS PER '-'j_------ 14 1z to s I a e e_ _ a 4.5 4 3 - 7 7 7 7 5�4- - s 5 s 5 5 4 3 - SCHEDULE #3• SHEET 11 14 i t2 10 p 1 5 B 6 75 6 5 75- 7 7 7 76 a 45 - 5 5 S S 5 4S14 �12 7S 1 6 77 6.55414i0 9 B B - 9S 0.5 SS 1 7= 7 7 7 9 14 70 9 a e - 0.3 E S 4 >a - - 7 7 7 R 5 !8 - - S 5 5 S 5 a 3 10 9 a s - 12 10 &5 5 4s - )= 7 7 17 6.5 Ki 14 12 JJ 10 B 9 a -_ - 12 f L5 7 S5 4S 35 - 7 7 5.5 4.5 3.5 - -((- 5 a 5 4b 3.5 - 14 12}t0 9 B B - - 12 11 B.S 6 5 J.S - - 7 7 7 7 7 7 4S 1- s $ 5 5 9 s a 4S 9S 7 4S ].S 3 - - 7 7 7 5,5 �5 - -1- 5 S 1 S 5 4.5 -- 14' I2 9 6 5 4 T 7 7 16 1 3 14S14 12 10 9 B a - - 12 9.5 8 S 4 1 - - 7 17_ S 14 3 r�L: - -4 12 1e B - I- 12 10 77�SS 43 13 ` 7 7 8 7- - 3 S B;4T2 10 9Ie a 7�et3.5 ss j -1=I-77 ;,5�.5 =,= 5 5 a 5 ,.6 -,_+� HV BLADE ONLY 14 12 10 8 e - - 18 8S 5.5 4.S 3S - 1- 1- 7 7 4,5 3.5 - - - - S V514Z 4 J_ - - �. _.._.(.--.- .__ ._.__.,.14 /2iD9e /2 BS 6.3 a 4 J 7 7 7 7 7 5 3 - 5 5 E 3-4S 33 12'-0'-- ` -___ __2 10 9 B - I- - e 6 14 ! - - - - 7 7 65 42 35 - - - 54S '2 to 9 e - )- - f0 7d $ 4 7 17 0 5_' 5 5 4 1{ 12 1D 9 e - - - OS e 5 4 u - I- - 7 85 4.5 AS - - - 5 3s 313' '14 L1 Itl 9 8 - - - 1S ii3 6 4.S 35 JI -_ 7 7 7 7 7 45I- - S S 9- 5 4S 351{ ix 10 9 e _ _ _ 7 a.3 Aa 7 - - I - 7�7 (3 4 A - - 5 _ 1�10 6 i 8-- - fl 1'y 4s 75 - - 1- 7 7 5.3 45 - S S I S 45 4 14 12 10 9 - - I- -_10 7S g 4 3 - 1- 7 5 14 3 - - - - S_ 6_ 4_ 3 - 1- - It 14•-0.1� 12�10 8 6S I5 J4 1s._-�= 1_ 7 7 r5 35. 7_14_,_ S 5 5 (4 y 1�-f4 SW 4 i- 7 7 S 14 3 5 S 4 - 1- 14 12 f0 -_ -_- - 9 7 4S 33 3 7 a. - - - - a__5 - i1 12 10 - - - -- 10 7S _S_ 4 -J 7 7 7 7 _7_J.a _ _ - 5 5 l a S 5 S !4 7 14 12 f0 - - - - _ a 4S_ ] -_ - - - 7 7 43 J - - - - 5_ 5 {5 ]S - 1- l- 14 12 10 - -_ --j- f 14 12 10 - 1- -k7- 4 - B.S 6.5 4 3. 1- - - - '- 14 12 j10 - f_ -- 1 - Ob 7 45 3S !_ - 1- - T_-7' 7 �_7_ e- 3 9 a S S 6 4.5 3516•-0'14a - _ - _ g Ay. '3 _ - _ - - 7 18.5 { i- , 15 5' 4 3.3 - -_-_12 1f1 - - - �- iB 65 75 - - - - - 7 7 /.5 S 4S - - - - I- FIORIDA NUING CODE(Non High Velocity Hurricane Zone oil.INV11' y{yJ7j,/'' 02020 MLTEC0,INC. 02020 EAWERN METAL SUPPLY.INC. =,��..•' PP: (•/r . BERTHA HVTM '�� A.S.S.A. Accordion#1 W/OR Shutter System No.44167 INC. H.V. t�laoE , w OR w o Itv N1ND01N aaDE American Shutter Systems = * TIWT TESTING de ENGINEERING COMPANY Inc. v.N Ors17-10 DATE k_ 7 Np 's o' STATE F s '� /f�7j am NW.36M S6.Ste.30.t�OU GMDMS.rUMDA 3310 Association. c , OLD 17-107 /z/20ti tM1E 7/z 202D L 9'•. I'Mie:(305)871-IS30.Fa::(305)671-1531 4268 Westroods Drive 2 DRAWING No y 0�•. F(�Ri a-man:Unaaa0a Lm West Palm Beach, FL 33407 J ,ZCf- s4 Q7j ss/ � WALTIR A 11UJT Jr.P.E. 4 Ap7j11A0N pu ��SEAL/SIGNATURE/DATE FLMIDA U`_g 44167 65 SH E OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (Q,gf,)_AND CORRESPONDING MAXIMUM ANCHOR SPACING an.) SCHEDULE FOR A GWEN MAX, SHUTTER SPAN, NEGATWE A.S.M DESIGN PRESSURE HONG AND A CORRESPONDING MQUINiiNG TYPE. (SEE MOUNTINGS ON SHEETS 16&17). 'E� LJ B !E�T F@ FEE- SOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTN SPRUCE PINE FlR SOUTH SOUTHER1 N ° SPRUCE IN SPRUCE PINE / 1/2' MIN. CDX 2 W[MIN.G-0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0,36 PLYWOOD N FAIR W/ W/MIN. ZZ43 W MIN. G-0.36 SALµ� WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N. O & R FLOOR MOUNTINGS WALLMOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W& X P & Q S&V S&V S&V --- _ . ... - --- Mg RME RBDRT R06(AJ RYDI�6E R69$WOiG(1� zMID,R69iEBMW B0iC( ID am am RIME CM L Lfm11eAE HDSaE DDC(A,) asw Ncac RIffiE 0116(Ta1 �6mN_moa_c flf15�M1F6(y)_®_R_mx f1Te1E gas(� �- _ _ _ ____ _ - DSnI1�ROM OM G-!i ua cT�1 RD_ust�_sRmx Gd: 30 40 60 75 90 05 30 40 60 OS 90 105 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 60 75 190 .OS 30 40 60 75 90�OS 30�40 60 75 90 OS 30 40 60 75 90 b05 30 40 60 75 90 OS 30 40 60 75 90 OS '-0'OR LESS 12 10 70 9 8 B 6 6 6 6 6 6 12 10 10 9 B 8 6 6 6 6 6 6 12 10 10 9 B 8 6 fi 6 fi i6 6 6 5 4 4 4 3 12 12 12 12 112 12 12 12 72 12 12 12 12 12 12 12 12 12 12 10 10 9 8 8 6 6 6 6- 6 fi 12 10 10 9 B 8 6 6 6 6 6 6 12 f0 f0 9 8 8 6 6 6 8 8 6 8 fIFIF5 14 14_ 4 3 12 12 12 12 i12 12 12 12 12 12}12.12 12 12 12 12 12 12 12 10 1 10 9 B B 6 6 6 6 6 5.5 12 10 10 9 B 0 6 6 6 6 6 5 72 10 10 9 B 17 6 fi 6 6 6 5 6 I S I.4.4 4 J 12 72 12 72 12 72 1 2 12 12 12 12 12 72.72 12 12 72 0. V-O' 12 ID I 10 9 6 6 B 5.5 4.5 12 10 70 9 B_ 5 6 6 6 _.5 5 4.5 12 10 10I9_ 8 3.5 6 6 8 6 l5 4.5 6 �5 14 4 3.5 12 12 12 12 12 I12_ i__72.12 12 12 12 12 12 12 12 10 B.5 7'-0' 12 10 10 9 65 4 6 6 6 4.5 4 12 10 10 9 5 3 6 J 6 8 5 d jj(35 12 10 1017 3.5 - 6 6_ 6 S _4 3.5 6 5 I.4 4 - 12 12 l2 l2 12 12 12 t2 t2 t2 112 10. t2 12 12 058.5 75 B'-0'_ 12 70_I 10 7.5:.5 3_ 6 6_ 6 5 3.5 12 10 10 6_35 - 6 6 5 .5 3.513 72 10 f0 4 = 6 6 5 .5 .5_ J 6�5 4 - - I- 12 12 12 12 72 12 12 12 12 12 11 9.5 12 12 p7.5 9 7.5,85 9_-0` 12 10 10 8 5 - 6_ B 5S .5 3.S 3 12 10 9 4 - - 8 8 4.5 4 3 3 12 10 4 3 _ 6 8 4.5 4 3 3 8 5 3.5- - - 12 12 12 12 12 0 t 2 12 12 11 S 9.5 8.5 12 1211018 .5 5.5 ��__.3- __ __ _ _ _ �'_' .. _10'0' 12 10 7.5 4 - - 6 Ib 15 4 3 - 12 10 6 3 - 1- 6 fi 4 i.S 3 - 12 10 3 - - fi 6 4 .5 3 - 6 5 - - 12 12 12 t12 9.5 is 12 12 10 8.517.5 12 12 9 7 6 5 i f'-p'_- 12 10 SS - - - 6 6 4.5- _- 12 10 4S- - - 6 15.5 3.5- - - I Z 10 - - -_ - 6 .5 4 - - - 6 5 - - _-_12 12 12 8.5 12 12 12 55 7 12 12 8�,6.5 5 4.5 72'-O' t2104.5 - - - 68 4 - - =12103.5- 653.5'= -_1210 --- 6 {I`�",53.5 - 65 - - - 121212 B 1Z 12118576121.57.56 54 12 10 - - - 6 6 - - - - 72 f0 - - - 6 4S - - 12 75 - 6 14S - - - - 6 4.5_ - - - - 12 72 12 7.5 12 12 10 B 6.5(5.5 12 0.5 75.514'-O' I2 10 - - - - 6 I5.5 - - - 12 7 5;5 dS - -_t_-_.=12 7_--_ - - i.5 45 - - 6 3 _ - Itj=12 12 11 12 I2 I Z5 r645 i 9S_5512 12 12 - 16'-0' 12 - - - 6 !- - 12j- - 5 - (- - 11.5.- - - Si- - - 6 - - 1- 121210.a B.565141212 B8ft55I3 iS8.55.54.53.5 - 1 HV BLADE OR n HV BLADE W/ a A HV WINDOW BLADE WORKING IN UNISON+ SrE UIDfACH S O7 USE EGR 04D5©ON SNEE7 19 +NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS 70 WALL.FLOOR OR SOLID WOOD SOFFIT SHALL 8E AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING -SOUTHERN ME No.2 W/G-0.55(NDS) -1/4'o TAPCIIN ANCHORS.AS MANUFACTURED BY I.T.W.SURDFMINIMUMIL W/MINIMUM EMBEDUTM AS 11MGAIED AT -DOUGIAS FIR MI/G-O.50(N.DS.) EACH SECTION ON SHEETS i6&17. -SPRUCE PINE FIR NORM W/0-0.43(MOM) DICLPTIDN:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(NDS) 2 ANCHORS 70 HOLLOW CEDING SHALL BE AS PER MOUNTING-TYPE U.SHEET 17 AND SHALL CONSST OF -IDN.1/2'COX PLYWOOD(1986 APA) LAO SCREWS AS PER NOS 201E SPECIFICATIONS 4.ANCHORS WALL BE INSTALLED FOUOWHG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. FLOM MING CODE(Non Nigh Velocity Hurricane Zone m 2020 EASTERN METAL SUPPLY, 14C. V,A((T1(%T��o� 02020 TL7EC0,INC. BERTHA H1/TM , �CEN J� A■S S■A■ Accordion Shutter System 44 07 M" E C ® �n c fiv Ea aDE,pT w/OR w/o Hv I�NDow aaoE N0. _ American Shutter Syd ms irv.N DESCRIPTION DATE DMWN Y: M.P 71WT TESTING &ENGINEERING COMPANY 9355 N A,SOC1af10n, Inc. 1 OLD 17-107 /2/202 OA1E 7/z/2020 .W.35M SL,Ste.305,VDIDINA GARDENS,FICIM 3316 STATE F Pham:(305)871-1S3O.F°A:(30.5)871-1531 4268 WeStrOOdS Drive '2 DRAWING No -.11C.hit o0.1-m West Palm Beach, FL 33407 3 P.E. -16420 .... • W1�FDA A. "167 5 N`qFAL/SIGNATURE/DATE SHEET 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & IA HV♦ BLADES AS APPLICABLE MAX. SHUT-TERSPAN L+ 0 L— OR INSTALLATIONS INTO OD c ITH H BLA E ONLY SHALL -WALL FINISH BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & • �� --T CO NN ADVANCED A.S.D. DESIGN -PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON �,..i .j THREADFORM TECHNOLOGY ^II— 1/4"0 TAPCON OR i W/1 1/2'Min.PENETRATION - , APCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO r-YF/1 1/2"Min.PENETRATION OF THREADED AREA TO EXISTING : I �.' ;';'•,1 ! !':"I !!• EXISTING WOOD HEADER. SEPARATION WOOD HEADER.(SEE SCHEDULE ON SHEET 15) I 1 :' T I DB 41� (SEE SCHEDULE ON SHEET 15) I ro MASS(SEE J 9 �' _. 1/4.0-20x3/4•S.S.MACHINE SaEI]I1lE ON SHEET I ra5311�tttSlt L --j pR I t •..`/ ! • ,18 ; SCREWS W/1/4•-20 Nurs (;—11 FOR FEA E IDAND - c 1"Min.- 0 12.O.C. ON SHEET 19 FOR I 3 'A14ttiltlttt 1 _ _t__ r / i EXISTING ' BLADES O&@I I .v ri �II 11 GLASS----]r• �; i i i-EQ- E4-y GLASS----] I •L N l� I ' IT, - 1 B N s WALL--, _ �F I�� MI FINISH: ' •� 11 �.•°`,- I I I� i 't'N�a. � �! Li-OPTIONAL � WALL ,(i .1 c I �/ EXISTING MIN. FINISH •------•7ltiltllt1511 — _ '--2"x4 WOOD EYJSRNG MIN. -" tNd� REQUIRED I I '-1�OR®� _..- .1 1iEA0FA WOOD OU RED I; -. '.11'••, :`I;' N "-3101t t �'L 10 TAPCON OR TNOLOG WITH ADVANCED EXISTING ' I O RWFCRM TECHNOLOGY WJ 1 1/2" G PI TO fiASS(SEE l� I I I ( 1 li 1'i ; 111: - Min.PENETRATION OF THREADED AREA TO v iEOUIE ON SIM X 4 _ - MW.SEPARATION TO GLASS '� �( 1 'ip I EXISTING WOOD HEADER. r 9 1 SAM A ._ 1 EXISTING (SEE SCHEDULE ON '„ ''111 I I tt, (SEE SCHEDULE ON SLEET 15) ON 94EET 10 FORGLA55 -y 1 1Xt BLADB 0 i -2"94"CONT.SILL &®. .d PLATE REQ•D. ®HY WALL HEADER INS ON HV WALL HEADER INSTALLATION OHV WALL SILL INSTALLATION TALLATION —_,_.___— I --- -6 L S EXISTING ___—______ - -.._ -. - r MIN.SEPARATION TO GthSS l r� MIN.SEPARATION TO GLASS _____�' --{�.E.---_. _ }-- GLASS-�j I I _ 7 EXISTING -(SEE SCHEDULE ON SHEEN 11) ----. IIII 0 Q i X MIN.SEPARATION 70 GLASS 1 -J /F i f"1 �� (SEE SCHEDULE ON SHEET 11)-- EXISTIN WOOD PLA1E (SEE SCHEDULE OR SHEET 11) �h{ G ➢- y9 I g REO'0. I i 6 * II (1•__\_I �IHr '. � R S.S.MACHINE SCEWS 1 II 1/a�E MACHINE SCREWS w 2 o NUTS 0 12 O.C."-20 NUTS 0 12"-_WALL D.C. -@TIRO, FINISH II r OR I, 1 27x4"CONE JSI t if IIII _ �II• i WOOD PLATE -' 111 t, LED_sr,._ (" .415 M tU• ___-I -E07, Eo�- o - • Min. t' �-..`it - . {I G Z 1/410 TAPCON OR TAPCON WITH ADVANCED t�l, 1 THREADFORM TECHNOLOGY W/1 1/2- '� 1/4"0 TAPCON OR TAPCON WITH ADVANCED ��1' ,� %'f II _ I =f'SILL PLATE I •` Min.PENETRATION OF THREADED AREA TO �'•' STING WOOD HEADER. '�1(.,.I I il. 1'. Ill ly 1/4-0 TAPCON OR S I. .i:'' SEE SCHEDULE ON SHEET 15) THREADFORM TECHNOLOGY W/ 1/2' — ---- =-••- - - �1 ,REQ;O. I"• 1 - Min.PENETRATION OF THREADED AREA INTO PLYWOOD `t \ TAPCON VNTH ADVANCED 1-SEE SHEET 4 FOR TYPICAL 1 -- -- '•1. (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2k4- NIJ.CD 7HREADFORM TECHNOLOGY SHUNTER ASSEMBLY. __ _�_•L'_ j•�.�L.i .� "�WALL FINISH STUDS 0 16"O.c-MAX._;PLYWOOD REOLL W/1/2"Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2"MIN.CDX PLYWOOD REQ'D. REQ'D.PLYWOOD RX BE WALL FlNI THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO (SEE SCHEDULE ON SHEET 15) su EXISTING MINI.2.4"STUDS 0 16"D.C. LUX.REO'D. ATTACHED TO STUDS IN PLYWOOD INsiALULnDN. �Rj HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH VATH SECnON 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEED TIONS OF U5E OF ©�V�NALL SILL INSTALLATION F.B.C. B1AOE 1A ON SHEET 1H FLONA BUILDING CODE(Non High Velocity Hurricane Zone' ggw!W ¢T,, ©2D20 TILTECD,INC. (02020 EASTERN METAL SUPPLY, INC. � """ / BERTHA H Y 713 A S A Accordion Shutter System No.441 i� -- 1 L Mo �Nc. ■ ■ ■ ■ H.v MADE#1 W/OR W/o H.V.WINDOW MADE *X �• AmeHcan TILLIT TESTING & ENGINEERING COMPANY Shutter Systems qEv.H DESCRIPRON DATE DRM BY: AIR ? o STATE D, �� Association Inc. n-1m z zoz DATE: 7 2 tuu N.W.36N.SL,Ste.3119,YrxrsDA GNRTS.RDR®A 3310• � 1 OLD // 2ozo // �1-•• Pit—:(305)671-1530.fax:(305)871-1531 4268 Westroads Drive a "LOR10 .-moll:Ult—ft.1xrom DRAWING No �� CA-0008719 West Palm Beach. FL 33407 3 F' •.....- ��1t1 20-164 ONA1 ��• wFLA U. 0•Ir,P.E 4 Frn,,NA\ 'p SEAL/SIGNATURE/DATE FLORIDAG' D`g s<167 3 SHEET ItI r? OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TOR FOR In HV & _HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BEKDE n ONLY SHALL LIMITED T 105.0 sf, S D. ESIGN PRESSURE R T E SHEET OMAX -WALL FINISHSPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & MCI WORKING IN UNISON 1/4'0 TAPCON OR r-EO--r--EO-•-------2'MIN.--- TAPCON WITH ADVANCED _ 4'x8' (Min.)EXISTING ! THREADFORM TECHNOLOGY WOOD SEL REQUIRED. .-EDGE(IF APPLICABLE) '�"�..`• I W , 1 2'Min. PENETRATION STRUCTURAL ADEQUACY _."� f I ^• ---- _ OF THREADED AREA TO 1/4.0-20x3/4"S.S. OF EJILSTING WOOD BEAM ''::•:� }// f i\ 11 ; I EXISTING W000 HEADER. 1•' PF!RLIPE TRUSS HEAD TO BE CERTIFIED BY + E.___.__� ...,.._. __.__ f iv I Min. MACHINE SCREWS REGISTERED ENGINEER OR';,/` 1 EXISTING W000 l 1 1 \(SEE 5CHTDIULE ON SHEEF 1S) t - EO EO-- _.-.�• __ i - TRUSSES OR 1111 t _W/ 1/4'-20 NUTS ARCHHECT PRIOR TO �1--I r- j 12'O.C. SHUTTER INSTALLATION. / ,p 1/2"r•L' 1/2''V RAFTER 0 24' r ,' =� J!/I - .�-- yi )9 I I:%II �'!•f ) - _ _ O.C.REQUIRED 1/4•0 rapcaN OR TAPCON WITH ADVANCED i"'�( J f J I/ ~ i ice• _ EXISTING SOFFIT OR 5 EXI .257• THREADFORM TECHNOLOGY f!; I ' !� -3/4'Max.1HK. I l I J Max. W/1 •/2'Min.PENETRATION ,� fi0-y // 14x3/4' E0- "ED ------- -1'x4-x1/S•CONT.ALUM.TUBE OF THREADED AREA TO >1 ' ! OPTIONAL i EXISTING WOOD HEADER. �,` MS. (606}T6 ALLOY)W/ I SEE SCHEDULE ON SHEET 15) ____ 1 or 1 or 5®s'D.C. i =-11 or 13 or 15 EACH 16RAFFT LArERR OR TRH To IIJ + LJ! LOCATE TAG CREWS AT ` ( i , © O I �� u�il} MIDMUTH OF EXISTING WOOD EXISTING MIN 2St4' ------- I I I MEMBER,(2'Min.NOMINAL EXISTING 7. HEADER REO'D ( ! - OPEN HOLE AT EACH- ,,-I WLp1N)W/2'Mlin. G1A55 'i'.-._..___..__� MIN.-SEPARATION TO CLASS 1 STUD TO ACCEPT (SEE SCHEDULE ON SHEET 11)— EXISTING I I PENETRATION OF THREADED S/16'0 lAG SCREW AREA VALID FOR i GASS I AT CENTER OF'UBE. I"STALLATIONS WITH 72ps, MA1L ASD.DESIGN LOAD AND QS HV WALL HEADER INSTALLATION AE `� ERsnnc I "°�SEPARMLN I r INSTALLATION MAX SPAN.THIS I N GLASS^ m aAss(SEE MSTALIATION IS ONLY VALID 'I N 11R BLADE®AED I ♦ 15O�!E - l FOR WOOD W/M N.SPECIFIC I ®,�8� I _(D 1(yi -7 17 TIR a cE o rm ��' I 5-- I ��O@® IR OR OF HER AS WUGUS I-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY --.Cl)OR®w OR EDUA4UTHFAN PINE No.2. 2-MOUMS SECTIONS CAN BE COMBPI:O T HV CEILING INSTALLATION - --_J - w ANY WAY To SUIT ANY INSTALLATION, �U HV C ILING STA TION 01OR 0* --- ------ - ---- — - t --' era STP+TWOLH 1 MIN.SEPARATION TO GLASS 1 1 7 "E m II SEPARATION j I- (SEE SCHEDULE CN SHEET 11) I t I EXISTING I ON SIEEr 75 fai 4x TO CLASS fJ(ISTING l I r� G1f5S� BUis(II& i(SEE SCHEDULE I l EXIST ON SHIFT 11) 1 I 1 1 1 1 ANCHOR �ALTERNATE 11 i 1 -I i 08-;� 1 1 , LOCATION \ �_ X EXISTING W�`X -� a/e wN. cuss- : ) Ka FIN I 1 Max.J ten_,__-_-__ 3fBNT YlASHE/R4 HEAD TEx -DECK REOUIREDD M ^( I SCREWS 0 12'ox (NO FINIS" L__-JI .`/I _Q OR 2"x6'NON.WOOD T_-•' X iS DECK REQUIRED(NO I FIMBH ALLOWED) - -r I _EDGE OF 'f��lUtittUt p:1 L,,,, IF BE 0APPLICABLE / !^__J�- . _ DAPPLICABLE _J -- _ _ -EDGE OF DECK 4 ° v�_.a £p-_ IF APPLICABLE L1. 1/4•o-2Dx3/4'S.S. -- _ .� t,i �, nl I 1 Sl 1/4.0 TAPCON OR PHLWPs TRUSS HEAD _ 7 P' n. - .__.»__... . CONT. t TAPCON WITH ADVANCED MACHINE-CREWS --1 --7-"'-------- 1/4.0 TAPCON OR TAPCON WITH ADVANCE PLATE I THREADFORM TECHNOLOGY W/1/4'-20 NUTS 1 40 TAPCON OR TAPCON WITH ADVANCED 7HREAOFORM-1 THREADFORM.TECHNOLOGY W/ I 1/2"Min• '-----2'MIN.-..--• 4 '41REuD. �''.} W/1 1/2'Min.PENETRATION a 10 O.C. TECHNOLOGY W/4 1/2'Min.PENETRATION OF THREADED -2'MIN. PENETRATION OF THREADED i t OE THREADED AREA TO AREA TO EXISTING WOOD HEADER(SEE -- t(� i R •--EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDUE ON SHEET 15) --�- (SEE SCHEDULE ON SHEET 15) SeE LIMITATIONS OF USE FOR OX HV WALK—OVER INSTALLATION �V HV WALL SILL INSTALLATION BLADE"ON SHEET 18 W�HV FLOOR INSTALLATION FLORIDA BUILDING CODE Hon Nigh Velocity Hurricore lone 11111 q 02020 TILTECO.INC. m 2020 EASTERN METAL SUPPLY,INC. ,,.g�� ..:.... !r,; FRTHA HVTM �cElvs ' '�_ At.S.&A + Accordion Shutter System �� I L E C O H c. tl v Elaol #1 W/OR W/D H.V.WNDOW RAVE No.4A1 7� r--- American Shutter Systems IEV.MI I oaGRlpnON DATE DRAWN Br: up 55TILLITN.W.TESTING & ENGINEERING COMPANY i o'• STATE 0 W5S R.W Jets SL.IN Sze.305,VRGMGINS RING s.FLORIDA COMPANY Y Association. Inc. I OLD 17-for /2/202 DATE: � 2/2020 �. Phone:(305)871-1530.Fax:(305)971-1531 4268 Westroads Drive 2 DRAWING No iti $O •,FC0RID,.• a-maI� Oca®el.com West Palm Beach, FL 33407 a 20-'64 * WALTER A.11=4r_P.E. 4 SHEET sS/...,.• AAAk;iNNA� BED SEAL/SIGNATURE/DATE FLED V. 4`1V s 17 OF 20 END INSTALLATIONS J:) HV_ BLADE OR IA WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS r-z*.,V.x I= rx un 1, N STWS Rw'O. r.4'UK IVOCO w=snm-- SRW FLOV. WOOD SMS. (AS APRXMU) I GRIDS /HK PLYNOW IF NO =rom E='nNQ CIAO; /r \V V SMOS 0=. NO cuss 7 % ; - 1/2-IAN.COX -/. SVAWKIN -1/2'WN.COX f= mm,:I= 10'L_ SEP w Ile M 1,100 OAX "'Z SwIgm 1 SAM T&8 &MMID&S Va 1 ma¢nav - , - 1/16'.3*Mv. :I W'*I=9 FM (IC I CO T G:I& WAM "MMIS FOR X. x I r UN. f \-#INI i ___' .=,-OR -- ----- 016(ff SAS. 110.fff sus. 04�_—-_" oleo. M=m /41 OR SEE 0 FOFLI/ man sa (.3) 0 SDE MAL X 61)OR 00 i, CMECTIONII FOR.- TO TR=SEE OUAZ)g (94 SME SCE OCTAL.TIM -,4 C�Msw_ SWE CGNMVWN TO TFACKS M TRACKS END CONNECTION DETAIL(Z END CONNECTION DETAIL(1) END CONNECTION DETAIL Qg END CONNECTION DETAIL EX57W • RMV:Rno MLY M WARS r.;== /-OLISS A"'ROR" t/4*0 TAPCON AMM, f/2' D11T11 CIAM PUMAMT12'O.C. 011a 0.10�r2 S,17 M tr C4. WL SEPNORKII 'IT Nw. ♦ SEE LIMITATIONS OF USE FOR N%SEPARPSION �j -=M. (4- IQ CLM M 11 FOR IKW 0— BLADE TA ON SHEET 19 9014C)LLE MSWIO FOR 11 IFOR MAX OR%W 19 FOR 1/2 1/ > x Ln .11mu ...i; ; _I' i ,`'�I•'\ - _ !i. ;''\ II �yD'— :az-�: - 7U- '2 Of OR IJ-0 OR 80CR 100 Wow@O.I@CR(BCR(5 VIEW WALL FUM 2'U'Lm Im AEO-a. DETAIL END CONNECTION DETAIL FEND CONNECTION DETAIL#2. .......... FLORIDA BUILDING CODE Non High Velocity Hurricane Zone. 'Al . 1,- @2020 EASTERN METAL SUPPLY,iNC. %% .... ... ,11, 02020 MLIECO.INC. /; 50 BERTHA HV IT s HVTM • No,4416 S_ 11L1EC0 ,r,,. nSnS,AN Accordion Shutter System A RV.BLADE#1 W1 CR W/O .WNWN BLADE American Shuffer Systems iEV.Xi DESCIMP"O" AWN BY. I':$'. STATE OF TILLIT TESTING & ENGINEERING COMPANY CATE DRAWN BY. #A.P 0355 N.W.36M SL,Ste.30,VIRGINIA GQM%FARM 3316 Anociation. no. —1 OLD 17-107 DATE: 7/2/2020 AZOR10. Ph— (303)871-1530.Fox:OOW71=1531 4268 Westroods-Orive 2 *11"rio*........... h1t.-C.F.W. West Palm Beach. FL 33407 DRAWING No 70NAL V CA-000671'9 3 11%, WALTER A.TILLIT'Jr.P.E. 4 20-164 . 5 P.E. SEAL/SIGNATURE/DATE R"M UC SHEET 6 F 20 � (OAy� �.11: ISO®«� •M a ItORA710NS AND CONDMIM OF USE FOR BERTHA UNISON VM BY WHNNJIL&L-W i G i,l o 1 1.MAX.AS.D.DESIGN PRESSURE PATING:+110.- 110 P4.1. I 2.MAX.SHUTTER SPAN:96' s , &ALLOWED U M.W.TNES&W ON SHEETS 16&DEE75 8,7;AS WFJ1 AS MD 5 I 1 ONLY CENTERMATES 21 ®(BOTH W/I��OR ARE ALLOWED W(M©1 MfWJQED IN A SYNMEfRICAI OR OPAG IATOUf.IN CASE OF OPPOSING LLLiiiYYY000UT.p5)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF �16coTm+61�E TIP.EA.END • • • • / J J 5.(A)HV WINDOW&ADE SHALL ONLY ALLOW A MAXPAUM OF 5 OPENINGS t ' .' ,'�, (3b HOLES)FOR©PER RUDE AT SPACINGS SH01VN ON SHEET 4. •44'-I.__._ /� /� (0)MIN.CLEARANCE MM TOP OR BOTTOM EDGE OF HV W20OW BLADE ALLOWED A HV MAX.5 HTNDOWS a • • ♦ • J / 1 I 1 OF ANY Y/HOLE FOR(0 SHALL BE Ir. T WI Ei • i•V WINDOW BLADE ' I (C)FIRST OR LW BLADE CO►9NG OUT FROM STARTERS AT ENDS MAY BE HV j� WINDOW BLADE 1 y ♦ • ♦ • I __ U I 1.1 (D)HV WINDOW BUOE lO MUST BE USED ALTERNATE TO A SOLID HV BLADEQI I v THROUGHOUTSHUffER'S WIDTH. `I nn TES SHALL ALWAYS BE INSTALLED ADJACENT TO A SCUD HV o • • I ,1 • • • '� � / 1 BIpi10E 1 AT EITHER SIDE OF THEM. z V 4 (F)POLYCARBONATE RV W NDOW®SHALL BE INSTALLED m BD TABS FACE SEE END 11 a� THE INTERIOR OF THE OPENING SUNG PROTECTED.HY WINDOW MUST BE CONNECTION i,f'•__ '1 ♦ 1 1 1 1 � ♦ INC. INSTALLED AND LACKED USING A HV SETTING TOOL PROWOFl!BY ASSN DETAILS ON SHEETS ' 10&18 TIP. i— b� FOR _ FULL HgCHi._"_ I F BUILDINGS 6.SEE ANOON SHEET HOR SPACING J5,AS LIMITED BY SPANUJAITONS INTO AND DESIGN LOAD(SEENOTES I _p yp 7 a 2 ABOVE). 7.SEE SPACING SCHEDULE FORI HIL POURED CONCRETE ANCHOR OR CONCRETE BLOCK WALL ONL NSTALLATIONS SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOW(SEE NOTES 1 &2 ABOVE). I B.MINIMUM SEPARATION TO GU55 SCHEDULE.PER JSTM E-1996: 'j(SEE PLAN FOR REQUIREMENTS) l N - TYP TOP&BOTTOM W -;)z'pp�oq�G '� WIND ZONE NMIYUM SEPARATION TO CIA55 _._.LNU rMD WIDTH- - 1 THRU 3 1' ELEVATION &M SEPARATION TD MASS a s zs E7tISTINC GIA55- {SEE S N DUIE ON%M 11 FOR EIADEm i AND O I TICS EM ET FM BIAOES(D&�A ------------------1---'---'---- ��— Z`-------------- ---------------- IND •.18:�d � 1TYP.\ ; .\24� 5 TYP. SY RICAL CF.MERMATES OR f2�5 (SEf:'NOTE 4 ABOVE) PM�� TYPICAL I HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE 1At SHUTTER* ----�' N.T.S. FI.ORIDA BUILDING CODE Non High Velocity Hurricane Zane +YY1IYl1111i 111 /YAAIA 02020 T,LTECO,INC. ©2020 FA5T6LN METAL,SUPPLY, INC. �,•```��........:.. BERTHA HYTM ........ s A Accordion Shutter System No.441 7 —� i L E C O N . o ■ o Itv MADE11 w/OR w/o N v.Y1aND0(N eLAwE 7M - American Shutter Systems EY.H DESCRIPTION DATE GMWN ft MP * TIWT TESTING& ENGINEERING COMPANY STATE � ssociation. Inc. , OLD 17-1G7 /2/202 DATE 7/2/2020 ,� GT33 N.W.NW.36th.St.,Ste 305.VIRGOM GAFIDWS,1LOMIM.M16 9• tCf Phone:(305)871-1530.Fox:(305)871-;531 4268 Weslraads Drive 2 DRAWING No D e M uneoea OOLMm West Palm Beach, FL 33407 3 i�'�FS. �OgID C `` G-0006719 . 20-164 s/ANAL �``� FLORIDAAU.%44167 3 SHEET ''r�A4nauul SEAL/SIGNATURE/DATE 6 19 OF 20 6-X 1 1/2:0.075•ntlCit -� T• ''"^ zaco"uox. �M1 st�lV3E 40 +Mia , , INSTALLATIONS W j HV BLADE & HV CENTERMATES METAL smos AT,6•aD. W - ,,-_43b INTO METAL STUD WALLS --- 1 0 6•D.C.• 40 4T a. ® 1 AC. NOMINAL WI W% -'- .- 1/2' �`47-s�• 3e * GENERAL UM QNS ANO CONDMONS OF USE ALUMINUM.ALLOY SL EEVE / /-: - I1 72 0: -: fQR BERTHA 1 HV BLADE ACCORDION SHUTTER L7 3/4;6 1/4 x a035•THICK Ulm I=43c -4317 Ir s SYSTEM INSTALLATION TO METAL STUD WALLS CONE G.'.STEEL TRACK cxANNt1 ®6•DC.," ®6•o.c.^. , - SEPARATION TO GLASS SCHEDULE -__ 3.000• AMU A-653 OWE 40 Nin.G-60 I�ALVA"FASTENED TO STUDS � 39 � 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) T_ W/(2)(16a1/2"TEK SCREWS ON /CXISTING FINISH wTE M a EXTERIOR FACE AS APPLICABLE ! 0T a 2. MAX. SHUTTER SPAN: 64" WIND ZONE MINIMUM I d ASTM E-1996 SEPARATION 43e LENGTH+ I" EXISTING GLASS--I _MIN.SEPARATION ;i 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS TO SCHEDULE) ;� ® 1/r0-20X3" BOLT (SEE SCHEDULE) ' 43 t `" 4. ONLY�ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1• MUST PENETRATE 43c T• I ') WITH 21 ARRANGED A METRICAL LAYOUT. I 1 USE OF (2) 35 (6 LONG, MINIMUM) MUST ALWAYS BE 4 4' ._EXISTING FINISH ; :%`0 -1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 25D--�r 73_�1.050' 1]/4•x 6 1STEE TRACK Twat sbn.1 AS APPLICABLE 1 CENTERMATE. a1-__. j ASTM —65 STEEL i4AIX CFUNNEl, , i i I ASTM A—IiSJ GRADE 10 Nin.O-6O t, GALVANIZED FASTENED TO W/(2)O6x7/Y TE,1 SCREWS ON , .� d3C t---•430 t I 11 1 T wlabaR A FX1E160R FACE 1 1 $' I.1/4"0-20 THREADS 'a 6'D.c. `•®s D.C. -. N ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43 �4"0 E1.9-0 CONSTRUCTION ^W� W`I , _-_- -- 1/2° 72..,.Y� CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS FAR-LOK HD ;6% 1 1/2•.0.03S•THIDK w VARItiS:; ; ® 6" D.C. COMPONENTS V.im ASTM A-653 GRADE 40 '--,, : 2>,6!.OR, � Min. D-60 GALV•�' ' :1 MS WALL HEADER/SILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE: 3/8'- 1• STUDS METAL AT IV1' ,n (T1'P.70P&BOTTOM) __ 1 3/4 x 6 1 STEEL TRACK THICK EL, -T COHT.GALV.STEEL TRACK CHANNEL, I LEXSUNG CUSS _ _ _ _ _ _ _ ;�ASTU A-653 GRADE 40 W.G-60 ; GALVANIZED FASTENED TO STUDS I I' i'-.:,.i.,.:+c':. 1 i.;: w/(z)BsxT/2•TF1C sc tEws ON r. 1 SYMMETRYCAL ,. SYMMETRYCAI 43a 43b '43c ( '.. MIN.SEPARATION:VAR ES i', , '.. ( IMEFUOR&E1DERtOR FACE 1 . 'I I:�• : .•... , CENTERMATES WI ' ' f I ' CENTERMATES W/ :I f TO crass ..: 2•.,. :, (_ •I `. i :(SEE SCHEDULE)`;Max..::1 , 40 (.,,•I I:, ;....EXTERIOR ACCESS SIDE: , ,;:INTERIOR ACCESS SIDE :. ,..'.• ._:;.�. ,:,. I �- -- �--_6"-(n•P�` ---_ - -- — - ---------_--- -- IN- -------f.`�(s"Min.) -- - IN --; ----- - Q ----- —� ,�, .;{)42 T (2 (L�1 i { } z12-)1 _2J v'-. LOCA�AT2!- ----- HV HEADER/SILL ENDS ---------- �------------ -- ----- ---- ---- - -- ------ ---- --- -------- '- VIEW Y (6"Min.) I ``24 f I SIDE CONNECTION TO TRACK 2 r-_a 1/4'(T".)— _-� -- —7 6 1/2"NAX.SLACK (� 6 1/2°(Tiro•) -------------'- -T-- ' �t(9 fiya BLADE SLACK DETAIL HVF BVC FICEA OU CODE(Non High Velocity Hurricane Zone •„LL�LTI 4M„- ®2020 p,L p Ip�, ©2020 EAS UN METAL SUPPLY,INC. \,,•�``��'� �iT''%, BERTHA HVTM ss'� z fl,' A Accordion Shutter System No.44 6� / i_LEq 0 ,ac' ■ ■ ■ ■ H.V.BLADE#1 W OR w10 RV WNWBI.ADE American Shutter SystemsREV.N. DESCRIPTION DATE ORAWt4 er M.P *; * TILUT TESTING & ENGINEERING COMPANY 6J65 N.W.361h.SL,Ste.MS.WRCM GAPOeNS,R.OwM 3316 Assoclaflon, Inc. 1 OLD 17-107 /zlzox DATE �!z/zo2D "a, STATE F ;�• Ph—:(M)871-1530,Fax:(305)871-153t 4268 Westroads Drive z DRAWING No ab:Ulteeoaaolom West Palm Beach, FL 33407 aBtORI ;;((, 2 0-1 64 " WALTER A TuffE 4 i'1;� FLORIDA ®44167 6 SHEET OF20'11S1�NA11R`\SEAL/SLGNATURE/DATE 20 i 1/612021 Florida Building Code Online BCIS Home Log In User Registration Not Topics Submit Surcharge Slats&Facts Publications Cuntaet Us EMS Site Map Links Search dbj Product Approval USER;PublIc User Product Ar a Mrmh>Producr or AnoliCatl_, nn Search>Application List>Application Detail FL# FL389-R10 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. I Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 A bfeeley@easternmetal.com I Authorized Signature Bill Feeley Irodriguez@easternmetai.com Technical Representative Address/Phone/Email 1 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 i i Florida Engineer or Architect Name who developed the Walter A..Tillit,3r,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date / i 2 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence F1,389 R1g CQI COI,.SSA P,LADEl p¢Y FI-389 R10 CUr COT ASSA KLADE1 2 ndf lcl 399 Rif) C -1 COS AS5P—BLAIDE3 pdf Referenced Standard and Year(of Standard) Standard year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201,202,203 1994 i Equivalence of Product Standards Certified By Sections from the Code w`ww.ficridabuilding.orgtprlpr app U.aspx4param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaLBB7Zzg%3d 113 1/6/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 SummarV of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADE3.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level"D".Max span is 12'-3"for 40 psf FL389 R10 AE PER ASSA BLADE3.pdf positive ASO load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD essures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADEI.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max. Span is 16'-0"for 30 p.s.f FL389 R10 AE PER ASSA BLADEI.pdf negative ASD load depending on centermates and locking rod Created by Independent Third Party: Yes configuration for the HVS blade,8'-0"for+64,-72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A working in j unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRW ASSA BLADE1 2.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R10 AE PER ASSA BLADE1 2.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Created by Independent Third Party: Yes 25 and 28 respectively Back Next i Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copaht 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: c0heck Credit Card Safe www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaL8B7Zzg%3d 2/3