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HomeMy WebLinkAboutProduct Approval 1/6/2021 Florida Building Code Online BusinessCHUMMIC , + k-- - __i �' k. 0Professional 1 • 1 rk BCIS Home I Login I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications Contact Us I BCIS Site Map I Links I .Search I Florida -- i Product Approval USER:Public User Ccsra�-a�F�Zc3[m Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R10 Application Type Revision Code Version 2020 Application Status Approved RRCEIVED Comments JAN 9 n Archived Permitting Deaartmeflt Product Manufacturer American Shutter Systems Associatia,t14+fdP County Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 209-8263 bfeel File Copy bfeel ey@eastern meta I.com Authorized Signature Bill Feeley I?� c1fWE'D Irodriguez@easternmetal.co�E V FOR Technical Representative CODE COMPLIANCE Address/Phone/Email ST. L ^ CIE C®UN Y Quality Assurance Representative Address/Phone/Email B®CC tl(j, 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 12/31/2021 Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R10 COI COI ASSA BLADE1 .pdf FL389 R10 COI COI ASSA BLADEI 2.pdf FL389 R10 COI COI ASSA BLADE3.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 Equivalence of Product Standards Certified By Sections from the Code www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaL8B7Zzg%3d 1/3 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 R10 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 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 RIO II DRWING ASSA BLADEl.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 BLADEl.pdf negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HVl 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 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 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 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 Paext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:.850-487-1824 The State of Florida is an AA/EEO employer.Cop aht 2007-2013 State of Florida.::Rnyacy 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: W ® EChecli M Credit Card i Safe www.floridabuilding.org/pr/pr app_dtl.aspx?param=WGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaL8B7Zzg%3d 2/3 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(7th FDID"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 VAND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONAUTY FACTOR Kd-D.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A-S-O.)DESIGN PRESSURE WINDS INDICATED ON SHEETS 11 THRU 15.19&2M ARFA 1: 1HV BLADES &� IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15.19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED.A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS fM USED IN THEIR SYSTTBA COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVS.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA HY.ACCORDION SHUTTER SYSIEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 16D9.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 0 00214.01-03.10715.01-03,11004.01-05.#1214.01-05.#0317.02-06.00609.01-10 AND 00210.01-11 AS PER TAS-2011.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 7• W BAD (17 AND W WINDOW BLADE AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&f1220.01-10 AS PER TAB 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE 0 OOMS.01-OB AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND 20NES 1.2,3)BASIC PROTECTION ONLY AND B 0725.01-BB AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLACK SHEET 6 2.W BLADE 0 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 CENTERMATE 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 8144.75'AND g14x1.75 RESPECTN SHEET 9 EI.Y•410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 T3i YIELD STRENGTH AND 180 Rai TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA NV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV COATING APPLICATORS,REGISTERED WITH AMERICAN SHUNTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6,CONCRETE/DLOCK SHEET 10 4.AL ALUMINUM EXTRUSIONS SWILL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND S.MINIMUM YIELD STRENGTH FOR 6065-76 ALLOY IS 30.0 ksi AND 35.7 isi FOR MAXIMUM SPAN TABLES SHEET 11 SODS-75 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERWIS SWILL COMPLY WITH SECTION 01-6 OF THE 2015 ALUMINUM DESIGN MANUAL ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL As PER DIN 5DD1B WITH 50 W,MIN.YIELD STRENGTH AND 90 kei MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2471.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED SnM.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 Imi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFlCARONS:ETV BLADE O1 : 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 S.THIS BERTHA H.V.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 05.458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3• W WINDOW BLADE lnA ONLY 9.IT SHALL BE THE RFSPONSIBWIY 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'WINDAWN INTRUSION. TYPICAL SHUTTER ELEVATION SHE 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR DINERS, MUST PROPERLY CLOSE ALL HV AND HD AREA 4• W WINDOW BLADE n ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11.SHUTTER MANUFACILIRER'S IABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WUH 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 1709.92 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEN'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUDDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)TIES P.£0.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.BASED ON THIS P.E.D..PROVIDED HE/SHS 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 RESPOMIUTY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE C014SIBEIZED MVAUD IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(£O.R.)FOR THE PROJECT AND WHO VALL 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 REVIEW. (e) ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Hon Nigh Velocity Hurricone Zone, ©2020 EASTERN METAL SUPPLY,INC. ,,1(_,.,II 02020 TILTECO,INC. gyp` ?;,•.•. Z1,,, BERTHA HVT,1 � / ', ■S■S■A Accordion Shutter System a aa. �CeN F'•.�; 1 L E C O iNc. ■ HY. MADE#1 W/cR w/o KV WNMW AlAOE RA No.44157 v TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIAnox DATE DATEN.eY: M.P OW KW.361h.SILL St.305.NRGWM CAM ENS.TLa aw 33I8 Association. Inc. 1 OLD 17-107 /2/20 wTE 7/2/20z0 STATE rQ 4268 Westroods DTIVO 2 Phone (305)8.wt V0.Fox:(305)071-153I DRAWING No a�.• a-mac 00067am.eom West Palm Beach, FL 33407 3 20-164 CA-DTILUTJ ,. FLORIDAOA DUJf Jr.P.E. S SHEET LjSIGNATURE/DATE Ffl Uc.g 44167 6 OF 20 xf RIR attmvw eIADE® A VARIES 1.491 N.` A'1,ST • ?o�i• 0.454" : ol-Mma: �12D�D I i d 4a7 _ .. I ( 4.36s' i I f l �o 4.057" -M-._•._ r�\" . TAR Hy SOLID BLADE a'-5 f C 0' 8 S 3OHV UNIVERSAL FLOATERJAR R COVERED NDER US PATENT 5458 79 °j QUALIFIED OR USE W QUALIFIED FOR USE W/Hv BLADE iQ ®HV DIRECT t•110UNT HV BLADE�ji / A H D® 6005-T5 ALLOY AND TEMPER 0 IFlED FOR USE W/ HV 063-T6 ALLOY AND TEMP R 'SEE LIMITATIONS OF OF BLADE ON SHEET 19 LADE 1 373' c 6063-T6 AL Y A TEMPER 6063-76 ALLOY PER `—J.226 - 1.500' , 085' 8%0_ cam,' Tk r2.67 _G. _.��_ !L..__-wil 15- T 4.436'I D.nT2 V DJ. ADA W LIP — — ,zSCQUALIFIED FOR USE W HV A -O -•920 �HV ADJ. FLOOR TRACK eLADEQi ALIFlED FOR USE W/ HV H NC -zss• ,•75D- I-' �- 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFI FOR USE W `" OUALIFIEDBLADDE FOR UQSE Wj HV 6063- ALLOY AND TEMPE 13LADEQONLY./ HV HV RAINGUARD 6063-T6 ALLOY AND TEMPER n1 VARIES ir' 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE W/HV BLADEg1 I 1 VARIES I.936" 6063-16 ALLOY ARD TEMPER o , 063' 083' { 1 I .083' pi .083 o I .093' I ro m, I ✓?I '1' �e- oI-•-�I- -I �I m_093�I ! �in r•! .125' m� N'' r-1 a .• .060•a "!! I t6)Oi 1 •y\/• i o h' L o ! o i ,670 3.520' ' I 3.529'_-i I-ta 71 HV CEIIJNG HEADER HV HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 1 ONLY 13 HD CEILING EADER45-ILL Q LIFlED FOR USE W/ HV BLADE 100NLY, 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1 14 HD WALL HEADER_/SILL SEE SECTIONS FOR VALIDITY. SEE SECTIONS FOR VALIDITY- O QUALIFIED FOR,�USE W hV 6063-i6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE ID ONLY./ x 6063-T6 ALLOY AND TEMPER IIT11rr� -�r' 1'• 11 51N.X MIL Y MN.t I COMPONENT A g Tl T2 r X Y t 3111 .t• 1• •062• < 1 I r 2' I 2" jO.125' 2- 15"MAX. 0.192'(0.192" 161SIDE. ANGLES 6 CORNER POSTS QUALIFIED FOR USE W/HV ALUMINUM ANGLES' ,9 zs- �7'&W]0.190' 0.190" BLADE 1 ______ _'__ I __ QUALIFIED FOR USE W/ HV Q QUALIFIED FO USE W/ HV --- SLADEQ 6U63-TB ALLOY AND TEMPER BLADE 1�ONLY. 2 'S"MAX. 0.139-�0.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER I FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' `_,,yjt�I1 h1111 02020 TILTEDO,INC. ®2020 EASTERN NEfpl SUPPLY•INC. •...... BERTHA HVTM A,S .Ao Accordion Shutter System No.441 7 FLV. BLADE#1 W OR W/0 H.V.WINDON MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Y EV.No DESCRIPTION DATE DRAWN 8Y: UP 6355 N.W.36w-St.,SIe.3M V9WAA CARDDM n.CX0A 33I Ae30CI0IIOn4 Inc. , OLD 17-107 /z/zoz OA,c: 7/2/2020 STATE 0i Phone:(30 53 871-1530.Em:(305)571-1531 4268 Westroods Drive z %0 'Q1ORID a-m°DU, 00007°9c°m West Palm Beach, FL 33407 3 (DRAWING No �11,;'.ssTONAL ,���SEAL/SIGNATURE/DATE FUR MA U.y 4416E s ZO—�Fi4 SHEET e 2 OF 20 assa' i--- r746' 2.29� '-20 HDIE O�T 93�__.i.74S' �33.�. S T NFAO TG9CADED SWED PAWTED USIN 1/ j-CIE CAST NWSIND ENT9EL PPAIII.=of~I ` � n ® L_ vT �� 172mo 1.325' oobl'� ! , .,N6'•p. I V !__. � �.z.-. 4}�� "ERm •� .- _-................._! ._.. _....._ -4.��,4' I �"�� a I ��( YE (CIUiOYE PLA., HV CENTERMATE °s �' Q -^� .r. o .,., �,�� QUALIFIED FO E W/HV BLADES ID ONLY 2 HV LO GCENTERMATE' e;°' so•••.j•325�� I °J LOCKHV EGRESS L C 6063-T6 A QUED FOR USE W/HV BLAOE(1)& ONLY 4' l .` 3.023 c, leis_( gUAUFIED FOR U W/ HV UALIFlED FOR USE W FN 6063-T6 ALLOY AND TEMPER 2 C E B LADE D& ONLY. DE I �FIED FOR USE W/ HV BLADE I ONLY 25V O.D. st6' Y— Z•87a' 6063-TG:ALLOY AND TEMPER p 6 READ -0 0 _ ��55tg,,. 1756- .94Y1 _ 32t• OLOED TO_. - h -'t• � 4,Ok5__�.-_ _ SCREW p I U"• �_ $ LaoO•�+--_ N 6'L r mf i I /,7 I 4jJ6'AFTER RNEMG ,,,�• I nI o r r o- r Tom�.OB) /oll f 'n' q_ 02*"'•� n BEFORE RNETI r A m %) 7`{/ i 1 4 p_-20 x 3/4 N 1 I ^I n " I s i( a " ?__\ '�- i ( S U E — D RI NU (2024-T3 Ie10Y)IARG RANGE THEM NIITSER7,PART P D. AS NANUFACIU DY AYOEl. 622� PLAN " FRCM ELEVATION " 0.566' f CHERRY ORN,PARSIPPENY,NEW JERSEY 05c OR EgWLL. V OCK .CE TE A E OCK © _LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/HV BLADE 1 ONLY �g HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK QUALIFIED FOR USE W HV BLADE 1 ONLY 6063-T6 ALLOY ANO TEMPER QUALIFIED FOR USE W/ HV BLADE(i)ONLY QUALIFIED FOR USE QU FOR E W/ HV / O 6063-T6 ALLOY AND TEMPER' W/HV BLADE QI ONLY. GLAD 1 ONLY. 6063-T6 ALLOY AND TEMPER 1,911 t.97T' ��- 3.161 ��'j CARM R O -p62� 1• 1 i i ''-II'DEZLLL 7 KEY CYLINDER v^ .545' 10 j �(Vy •� ,� I _ I I r 0.675'Min.to �• L_f ',NV 1 .125'Mar. -'A05 m o: 00 ei m� 31• HD CENTERMATE Wj NO LJO.CKINGOD ® HD CENTERMATE WL LOCKING ROD QUALIFIED FOR USE W/ HV BLADE(I)& #A QUALIFIED FOR USE W/ HV BLADEQ,)&'1A) 6063-T6 ALLOY AND TEMPER ®3 6063-76 ALLOY AND TEMPER HD CENTERMATE'S INSERT_ DES. QUALIFIED FOR USE W/ HV BLADED& 1A I _ ACo-zo S.S.OR 3 -16 - 1,t30 6063-TS ALLOY aNO TEMPER i — RN THUMB I f1 2 THUNF1iURN (SEE OEg45) i , - CYLINDER /f l 0 LEY 1.57 Min. CYLINDER LOCKING ROD Z� �I J L�375'0 Lr1/4.0 4 HD LOCK .. QU IED FOR USE W/ HV BLADE D ,C� 63-T6 ALLOY AND TEMPER i96 HV 318"0-1 s ACETAL '3% 1(4" 0-20 AISI 304 DY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 1 a�)INSTAL ION WILL REQUIRE A 7/16" HOLE THUMBSCREWS SERIES IFIEDSOR USE THUMBSCREWS Eu QUALIFIED FOR USE W/ tIV BLADED& ®A DTFILLED AT CKS FOR PROPER EMBED ENi gUAUFlyED� FOR USE W/ Hv SLADE.ti UMDA BUILDING CO E(Non High Velocity Hurricane Zone" `� 1 �1747j 02020 EASTERN METAL SUPPLY,INC.- .......... CC a2D2D 1ILTECa•INC. BERTHA HVTM ``�.Q� T No.44 67 /TZ E C O i . LtvAccordion Shutter System ' ���� N . MADE#1 w/QR w/o I{v Wn®ow BLADE Shunter Systems a TILILIT TESTING & ENGINEERING COMPANY Y. DEfict6P." DATE @Z7 r71: ua STATE •F 12020 635,H.W.361h fit,ste.303,YIIMNA GM✓DEN9,n=DA 331 268 W stron■ Inc. t oLo 17-t o7 /2/2620q oAtE: 7/z/zozo p At Pto e:(305)871-1530.Fu:(3D5)571-1531 4268 Westroads Drive 2 DRAWING No ORI P � a db IBtCA-t.cl.com West Palm Beach, FL 33407 s '''7)ss/Q�IAt � ` WALTFF A TAW Jr.P.E 4 20-1�4 FLOFDOA L1c 1 44167 5 SHEET Y31111LL W..' SEAL/SIGNATURE/DATE 5 3 .. 20 SHUTTER ASSEMBLY SCHEDULE fOR HV HV 41 TO'BIADE TOP VCE _ 0625' 10 HV BLADE 1 O •L 40 / �" i i^ EnOE ! r jq1 leiz -® l0.'i HY WINDOW BLADE .0625' 0625' ,C625' HV BLADE lA LL�nv _x GLADE'S I '0 OPENIN �I .0615`z?1075" ^HV LONG RECESSED NYLON BUSHING : tl xzcyi d M1 KNUCKLE �l I I (T�) 1 7! 0.062¢' ® HV SHORT RECESSED NYLON BUSHING FLAT PORTION R7.750j/' ® HV NYLON HAT WASHER — 1' (D OR® x��p ® HV WHEEL CARRIAGE AISI 302-303 SERIES f I I a35`® I nl y ��029750' X 0.870"x3/16" THICK NYLON WHEEL. '�� I { n t-11 ) °'i 2 C/e'Rnv.y� I�'� •.'� M'tRNDDH / LEAR 0.188'0 AISI 302 SERIES S.S. RIVETS I —� ! .315'© ! SEP ON c3.c9_ s3.75oa" 6ETyrEN .O6'<5 J�17625' ® HV 1 3/4"ACCORDION PIN W/ 8 HEAD *_ EXTERIOR C1CU { �-� 1�- OPIENIINGS +6 LADE 3/4" 3 T HV 2 3/4"ACCORDION PIN W /Je HEAD * 0 76 f 7(raDc e�naIlpy 1J2 1/a' ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i J r 'I I ! IBETYEAR TYPICAL HV WINDOW BLADE 5 AND {{{TES POLYCARBONATE HV WINDOW DETAIL _ OOR ® r® or @ (SEE NOTE FOR I{ r -•- REQUIREMENTS) O OR I I I ;• % J %r POLYCARBONATE IMPACT RESISTA14T I-W WINDOW I i SAYER MAKROLON 3103 POLYCAR20NATE 112'MIN.CLEJJ A�:CE RESINS, UV-STABILIZED GRADE OR SABIC * �ll_— _ TO BLADE B TTOM INNOVATIVE PLASTIC LEXAN 103 RESIN V I 1 I 1;,1 Q I I y OR I I E'.• 1 (SEE NOTE "F" ON SHEET 19). 1 0 (1) Y.V PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR I � BOTTOM KNUCK'FS OF H17 ACCORDION SYSTEM W/ HV 10 OR ��< '' Li ,`1 1 POLYCARBONATE SOURCES FOR 4 HV 19 BLADE. PIC SHUTTER SSE L EXTERIOR ATrLY'BLr Am= TY AL TT A MB Y 1YPxALM.DPLAT'85 srxluw ,fl a�� N,T,, '3 ,NY PIN @OR(a�3 AT (2) HV PIN ® tAAY BE USED IN LIEU OF @ AND ONLY AT Ex8AT 9 r' 1. #� BLADE'S KNUCKLE. 1 Jac EXTERIOR N CORRESPONDING KNUCKLES OF Fit/ ACCORDION SYSTEM T HV 10 00.324'- :##' (SEE NOTE e FOR I SvEc+nc CAANrr ASTN 0792 D.043!0/in C443 s/-d BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. �'�l REOU1AEtdENTS) ]RICH MA •0,- TaIsSLE YLLD 5T,$NLn1 AMU c635 s.w.-1 9-0 a=J. T> j 1 1 ne—R SR a:CD IT TEty Am D190 22.5a0-J, 13,4Ca P.:J• (3) HV PIN @ OP. ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® .a ,n �! ii' FlrruFJu uCDOLus ASTu D790 31QCW aaJ. 315.000 veJ. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. PPA SHEET L AM02r8 tE R-!e/N t7 R-O/in nI.2'..�sae^^". WHEEL CARRIAGE DEYA{L �EMCNE Dakar AM D2E13 A72% r,..6 x uAx #. N.T.s, E BLY LAYOUT PATE Cr DURN c Asn,ISM C-1 CUSS C-1 cuss N.T.SS £Eli IG=. Asw 01929 Sao-, am tt MIEaING: ASN 111M TE•l9LE s1'nEN9rd A•'TEA rl7ATKER6IC A4N S35 9742 W. WO F•eJ. i1 ', HV BLADE SOLID & 1A HV WINDOW BLADE DETAILS �Js E FM 111 WE*TJM" tNO ,sTU M 19461 "' E W 1—i. N.T.S. FLORIDA BUILDING CODE(Won wigh Velocity Hurricone Zone, WD20 SILIECD,INC. 02020 EASTERN METAL SUPPLY.INC. `P'��"'�C'AEf' RTHA HV TM 'co ...�. �m�,� � Accordion Shutter Sy stemILE H.V. MADE{J1 V!/OR W/0 H.V.WINDOW MADE American Shutter Systems EV.N AN DEScRIPnON DATE ORN BY. M.P 44 6 ilLllT TESTING & ENGINEERING COMPANY SDSS&w.MI,5t.5ta 3W,VAGNIA GMD42S.FLORL 3316 Association, Inc. 1 OLD 17-IC7 /2/202 DAr• 7/2/2020 phone :(305)871-1530.Fax:(305,871-7531 4268 Westroads Drive 2 DRAWING No •, STATE F 4e a-mat:tlLacaaaal.cam West Palm Beach, FL 33407 3 A rr <Z.-' CA-090671E 20—1p 64 'j'�FS•'''�Rl "••� ��� LIT YFLOPIOA TER A•Ua(!4. 4 5 SHEET .-�.dAL/S!GNATURE/DATE 6 OF 20 ,nnm ®•�ra *NOTES ON HV LOCKS AND CENTERMATES' A (e� c c •t &5� lr u x s i• o ®�Q�•�q® 1 kANDA70RIC CONDITION.)1e ONE HV LOCK 2@ or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 10.5',AND FOR INST MONS T ANY ELEVATION. HV LOCK a MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED i0 OR 1 i n 1 CENTERMATES W/(2) 1/4"0-20 x 1/2'LONG 17 AT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON .("j -0. , I I _ TYPIGL SHUTTER ELEVATION. `J 5 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSE'S,UP TO TWO RV 116 a20-t I LOCKS MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES 1 I J •�S OR 0 SHALL BE AS INDICATED ON NOTE(1)ABOVE. i 1 / I LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. I{ IIII-M V IM ` o e •_ #2 R USED W/IWO H.V.ON LOCKS) LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 4 24 aa�6cxi0an®4 24m BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE- LOCKING RODS y OR AN ALTERNATIVE DEVICE V C j MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). tl II 4.VANDATORY CONLXIWN 42:ONE HV LOCK SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 4 or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, 1 I ATTACHED TO�3 CORNER CENTI MATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S.M.S.TWO,LOCKING RODS x�_,RvC� ` :�' AT TOP& B OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. I MAXIMUM SHUTTER SPAN SKALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 41 I41 g9^ &S 1 OR 22 a ONE ALTENATERNATE HY TACK C6 MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND itK � INSTAUATIONS AT ANY ELEVATION.ALTERNATE LOCK 0 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. 1 x�y t, °- $gam. RTVNUI AS SHOWN ON SECTION HVE,SHEET 8.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO I / v C`EBdg AL LOCKS AT 1/3 OF SHUTTER SPAN. ` ^� 6.MANDATORY CONDITION�3 FOR KEVCTOMC MOUNTING INSTALLATIONS, ONE HV LOCK 0 or®or @ SHALL BE f� V I pnI, USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 98',AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK®or @ or®MAY BE USED AS AN INSIDE OR _ OUTSIDE LOCK,ATTACHED TO©or®SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. SEE FND I I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ CONNECTION /S� � '-3Sx OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E M 1 K L Y( , .%,J: P R 'i+ ►i x� `f• - SHEETS 10 {I HEIGHT. FULL II �--3s '• *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER ••------------ -------------wtmma"mx--- - -----�— CENTERMATE Q$:ONE ALTERNATE HV"I"LACK 6ai MAY BE INSTALLED IN UEU OF HV LOCKS OR FOR ANY SPAN AND 13 ox IFYSi—ALLATION AT ANY ELEVATION,ALTERNATE LOCK �IAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LACK®INCLUDES USING REINFORCING LOCKER-0 AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE 10.15 m T7•�3a 1��1�a CONNECTED TO CENTERMATES 0 AND®W/1/4-0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/870 x 3/32' WINGNUT OR W/1/4"0-20x1'S.S.M.S.INTO A 1/4'0x 5/8'RNNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' (' ' 17�+�(�' 70 18 a' MAXIMUM ABOVE ANO B[:T.OW MIOSPAN.USE OF TWO LOCKING RODS®TOP AND BOTOM 15 MANDATORY. Q•®ox Q•ca_(a )•©a eQ•®°"©9•Q3 a,19•�°R `� *NOTES ON HO LOCKS & CENTERMATES: E ALTERNA TYPICAL ,1�) HV BLADE SHUTTER ELEVATION 1 NO LOCK 5 OR,?!FOR NO CIENTEMIATES ANY SPAN AND=MWALLATIONS AT ANYNELEVATON.AITTERNATE H LDCK D LOCK®4 MAY BE USED MAYBE USED IN UEU OF HV LOCKS,2 0 N.T.S. AS AN INSIDE OR OUT5IWLOCK.ATTACHMENr OF HD LOCK TO IS W/3 d8 x 3/8'F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS HDB- AND OC-HVC.SHEET 10.LOCK MAY BE INSTALLED AT NIDSPAN OR 12'UkVMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 0 IS COMPLETELY OPTIONAL RORIDA BUILDING CODE(Non High Velocity Hurricane Zone' \`` 11A111 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. H `w �p �+ @ /� BERTHA HVTM !�� ��7�!�'qLQ •\cEN ��'; IL E C O Accordion Shutter System H.V.MADE#1 W/OR WAO H,V.WNOOW MADE No.441 7 71LLIT TESTING & ENGINEERING COMPANY American Shutter Systems EY.11 OESCRIPIION DATE DRAWN 8Y: MP wss k".3�.sL,sto sos.vxxlu ow9ENs rwaiw 3319 Association. Inc. , OLD n-lo7 1/2/202 DATE: 7/2/2020 o'• Phme: 305)B71-ISM.Fax:(3051871-1531 4258 Westroods Drive 2 STATE 0 ( DRAWING No a m<9:Be.eo6ocls<m West Palm Beach, FL 33407 s F�DRIO•,.• �`c G-0006719 20-164 i, �'•., WALTOI A.MLUT dr.P.E. NAL Gr`�EAL/SIGNATURE/DATE F'°R'°A O<•d 44167 s SHEET 9 5 OF 20 nI 1 r-•CONCRETE ANCHORS POURED CONCRETE POURED- POURED J (SEE SCHEDULE ON OR CONCRETE BLACK CONC ! REQUIRED / rt/d'D-20xJ/4'S.S. REQU LE�, CONCRETES SHEET 13) -, _ , CONCRETE ANCHORS 1 MACHINE SCREWS REQUIRED '�. REWIRED -_- FOR f /y'+ I i f r(SEE SCHEDULE ON NU 1/ 120 CONCRETE HORS ``% r� 77 18 $�cflyYONE(SEE IwurvLmc®ON aNEEr 7) / / , SHEET 13) ,NUTS O 12•D.C. (SEE SCHmUL N SHEET 13) (' `r/{ 12j 74 �ii ��/ '/ :( - rM mml r-1/4•m-20x3/4"S.S. I''' /,// r r - % } _ _ _ EO EO MACHINE SCREWS �• i�L `FA-EO �T I ✓i USING 1/4•-20 NUTS (rj! ),2'�'_.j- , O 12'O.C. A I r I �--/ t f- . + �. ! - T f., { �_­4 '1 ---13 7 5 j �� . . _13 OR 15 E.D. as0•Ma:. i r i ,r E.D �}• • It r r .250•Max. f j/ i Max. E. •//r /, I .' l i ��.ICJ.E.D. .r r. i i I I-! D.j'•r OPTIONAL 11 r i i I rj y /r r �OPnONAL + I ` m am C= L_ a9EET �i �• .i i �j MIN.SEPARATION TO GLASS n B=(DWO r - t'OR 1 'I'' DISTINC_ FJ(ISTINC i w wtw I '✓ GLASS -(SEE ON SHEET 11)- taece-! x`© it r r n I MIN.SEPARATION TO GLASS I r III 1 r �t l7US'TING HV WALL HEADER INSTALLATION -(SEE SCHEDULE ON SHEET II)- auks=`---_ @ HV WALL HEADER INSTALLATION QA l� HV WALL HEADER INSTALLATION + KEYSTONE -- ------------- — P 1 -- 1. Ulm MIN.SEPARATION TO GLASS it rht� rl ( • I I t ousnNc --(SEE SCHEDULE ON SFZEr 11) 1 m ( L r L�-,1 TOR ® MIN.SEPARATION T°GLASS ! GLASS' „ ��--SFW FORt r t i(SEE SCHEDULE ON SHEET IT)- MADE mh Q r r d)RED DOSTING r o r 'I AI i r y r' ice'OPTIONAL ", @ IKax. /,OPTIONAL 1/4•Ma: , E D. t If Ir I r I i r LED.Li` ED--) n. ;L^r-- - L t-1/ILLIPS RUSEs. HEA r � r! -.F•q. _.EO. PHILLIPS TRUSS HFAD ` 11/4'D-20x3/4'S.S.PHIWPS 77 oR78 ( MACHINE SCREWS US]NC 1. r rI,G_.L�_. CONCRETE ANCHORS __TRUSS HEAD MACFRNE SCREWS CONCRETE ANCHORS :� / / r i L 1' 1/4'-20 NUTS O 12'O.C. �� -CSEE SCHbULE°N W/1/4'-2°NUTS O ;2.O.C. (SEE SCHEDULE ON SHEET 1j 1 Min. POURED CONCRETE— SHEET 13) POURED CONCRETE! fr, ' ! OR CONCRETE BLOCK OR CONCRETE BLACK ' CONCRETE ANCHORS REQUIRED WALL REQUIREDg Hy L SI INST 10 (SEE SCHEDULE ON F�HV WALL SILL INSTALLAT{ON NCRETE-' SHEET 14) R CONCREM BLOCK WAU.REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION QF gCTI°"`, INSTALLATION DETAILS W 1-SEE SHEET 4 FOR TYPICAL SHUTTER E.D.=EDGE DISTANCE - ASSEMBLY • SEE LIMITATIONS OF USE FOR 1,�/ H Y BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE SA ON SHEET 19 IN ANY WAY TO Stl.?ANY LNSTAL ATION. RORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02020 TIUMCO.INC. 02020 EASTERN MEAL SUPPLY,INC. BERTHA HVTM \CEN /T Accordion Shutter System E L C O e■eA ■S■S■Ae H.V.BLADE g1 W/OR W/0 Kv WINDOW BLADE ' N0.441 7 American Shutter Systems Ev.N ameffil RON DATE DRAWN BY: M.P *; TILLIT TESTING & ENGINEERING COMPANY z * ? Association, Inc. 1 OLD 17 10 /2/z DATE /z/zoz0 2Q2p a1aT N.W.se M.se.,sir:.t53 v.I- (21051a.t-153FLOFUDA sals 4268 Westroads Drive 2 STATE 0 Poona:(305)871-15Ja.FED :(Jos)B7t-T531 DRAWING No D:W—ftaLCO. West Palm Beach, FL 33407 s a �°GA-°00I719 4 20-164 FS•'••.....• •'V�� WALTER A.TILUT 4,P.E. 1�,!`•�`SEAL/SIGNATURE/DATE FLORIDA D`'y 44's7 6 SHEET OF 20 TOURED CONCRETE ANCHORS u¢L 9P.1rADaa ,y�� -1.i------tl J OR Q�Or. E. "INJI CONCRETE-_ __....(SEE SCHEDULE 0%SHEET 13) ro Suss(5•E `9 - ..1 i --�) (;EE 5•'•x[yy.E Dµ" , REWRED �. ..j SgCDUM at SHV ir![irGE Or 1f/<MR SVt X wamG+B:E EX1511NGO&GLASS EXISTINGIASCFJORE6i CANNON I , / ,, { 70Y3/4•HEVAi 'r !+ r/ / / /318,1-M-IIN-,.-� TEK SCRES>;c'¢ 1i /r r , :81 / ,/./, /�/% i^'+/ sy�'-AS IF ( i 3JE"`1RL1;C- %CONCRETE ANCHO / ///Y iU// / %f% / ,, r!,/APPLICABLE 1 I C}'/� _ \• (SEE SCHEDULE 0 SHEET 13) ( ; En,.— E7, � i i r �.___! . t;j'/i /�:'ir/ ,/'•, %:��,% -mCE OF %/',i : /,�'1!//`/•/I j I f% SLAB IF / �j APPLICA6 F G(ASS—� EDGE OF t ♦ y:" ,i 1 2'Y-•yy��1";'`' -/ ! GE Or f' �,: / /i// k� I r APB IF 1/��./ .`/ •I/.11: - IF ,r. /_ -/:...'..L POURED L 1 r APPLICAELE + FIAT HEW CONCRETE PI<CHORS CABLE POURED ( .! NCR E,¢//' i/ ,/ .'- •,f/.'':`,; CONCRETE..: E.p.______ REOU D (SEE SCHEDULE CN SHEET 14 so¢DS¢E ar 9gt p1 th - FOUR@-. / '/J'''/ - -- REQUIRED LFIAT HEAD CONCRETE ANCHORS mCsc�Q,hgj I i '1 DR LA' REQUIRE "`G D•-' -----E•D" I (SEE SCHEDUE ON SHEET 14) 11 TRENCH INSTALLATION ------ Y -----)r- - 14 VALID ONLY FOR UP TU 4-70, -75 PSF A.S.D. o H ALK—OVER INSTAL N DESIGN PRESSURE RATING &;FOR SPANS PER Oh+ HV FLOOR INSTALLATION t SCHEDULE 03. SHEET 11 CG) HY CEILING INSTALLATION E.CLASS-4 NI:iD G.SS ayxCRE1E PNCHORS 11 t-_ (SEE SCHEDULE ON 1/4"0 Nt9 EUHI:EX TPFCON W/ ON DN=+"E-`T tt) I O I- SHEET 15) % A7amt@ n+rA;Fa^u t y ExiMIG 1 - - TECHMM- r OR: V rc� II EXISD a; �; , ,q GULSS--•, '1 'I FASM-JRS5 TV-..Ra 94CHCRS W/ 17LAX EXISTING 1 1 I . ua:. rxntcx ro,:s ;�r �} / I 1 GLASS • i? GLASS ��sea::ana ca vac:„y _...-v ,ra•[Fuursx To c�T t 1 3!a':a+.Et35a�Ni m s- r-- t 'V -i al=SOUAKE u,:'er 1q + 'r 0_,FM 1:P TO s'-o'sFaN ua It w 10 e O.C.FOR_PXr LARGM TM _ t' i � r i t/4- {�,, ,ry,� 1 6-d t:?TO B'-O•tIP7l PFFLY `�' O SUdWRT AT EYEFM T1b-if):FR HFi07• i i i i •` t f:A%. ',/ (t1P.)(SSE fIDTE tt CN S!aT II 1/2" \tU.TAsas)/ } -3. E/O.i% FlUX3/4'HEX�E.fO.y/' _ 1 13 CR 15 I WASHER HEAD / CONT.SE L.JT .•.�-..'I' I I rsi r r TcY.SCRE:5 i _ % , ,1 ,• /'� ET7<x3/t" HEX HEAD. �Ii' I i '• �-_'_• ./' r t 13/B" ' i i i• '/ r` a/a o-.ax3/ZO55 w TEI:SCREVIS 0 9'O.C. /.--!_�_ J',_ I r�1/4- ••�- "il,: -.0 12 t/so- c:UTS �14x3/4'S.D.S. /, I I I -.Ta .t{. OR i/4"o-20 S.S. M.S. CONCRETE ANCHORS \ I/I'�-'c'-�_ b + 7 1 -J/ ( _ ` y. .�j/ f2'O.C. •r)/far 0 9.O.C. F. tSEF S^,.HECULE ON i�!')--=- y +G2 L,� �`ff r , I•'e'= ��/ EX'SRNG N7,R S[ft-.ICfURAl 1 SHEET t4) • + i i l -! ( :•V2.00"MIN. "1AM mu,(CECG.9ALg I l 17 H 18 '`� ! — n0 is ED OF�/ r i I ✓• '_))4x3/4 F.H.S.D.S. % E.D.'MIN. fG Rry earenE �!^•, ''i :(�1 i 1•: ' /� /-"_--SLA9 IF °`/I iT!/�', ' L�5Y' Pi 9"A.C. flEALT.rED 7,/8" ,1 7/B• /' APPUCABLE. } _-CONCRETE ANCHORS -�=E NOTE 13(b) --- - - . `: '_SEE NOTE I5(b) . •. y ' r /•; f �! / i` L- -I-=E.O_%-- ---- FC•URED CONCRETE-- (SEE SCHEDULE ON OtJ SHEET 1 ON SHEET 1 L,�.._•i-=:-:=- `" l OR COTTER`E 3L(iCK SHEF 14) POURED CO>1CRETE-' REQUIRED DR CONCRETE CLOCK /= ORDERED 0MKkTONi RdOUid71P1G INSTALLd1T10P! OPTIONAL— FDURED O HV WALL FLOOR INSTALLATION J HV WALL WALK—OVER INSTALLATION MAXWUM swrAS.D DSGN P'-0` .Da.-72 raf CONCRETE-' MATI!1UTA SHIRTEA SFFN 0'-D• RECUIRED Q HV RAINGUARD INSTALLATION tt THS INSTALLATION SHALL nay REMOVAB E WHEN PERFORMED t11TF=OR COHBRIAitDY CF SIE ECTIONS: w E.D.=EDGE OISTAIiCE �L r`�'q �` �fL�A75V.EM TO At:CPET?ABLE EXIT SEE L,M�RATi0N5 OF USE FOR I N STA LLJW T I®N DETAILS A I LS V D/ ll� HV LA D E 1- SEE SHEET 4 FOR IYPIC L SHUTTER (SEE SPECFINTIONS ON SHEET 13) OR ERTRA14CE CLINE 6 ON SHEET 19 ASSEMBLY 2-MOUNTING SECTIONS CAN BE CCMBItiEC RORIDA BUILDING CODE(Won High VelocityHurricane /Zane- IN ANY WAY TO SUIT ANY INSTALLATION. ©2020 EASTERN METAL SUPPLY, INC. 202A NLTEGA.INC. ERTHA HVTtA A Accordion Shutter System 1 L. E Co INC. ■ ■ ■ e µv MAN#1 W OR W/O RV WNW RAGE No.44,67 American Shutter S stems 1/ CY.N. OESCRIPStDN DATE DRAWN RY: lI.P *� ,t�rfJ/LCj TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17--107 /2/2D2 GATE: 7/2/202D / 5355 NO.36,E.St..S..30e.WIRCNA GWOEM Fl.0RIN4= S STATE F ;�c � Ff,x :(365)671-1530.FPY t(305)871-1531 42oE Westroads Drive z CRAWMG No O •, F ` m ea o�oeV0.!• . West Palm 8ecch, FL 3340E 3 20'-164 '��''�.SS�ONAL N NATURE/DATE vFLORIDA u <1 s SHEET OF 20 SEE END WALL EM 10 & 19 SEE NOTES ON LOCKING RODS ,HV LOCKS®ar oUT 9Q N `r p(ISTING GLASS INSTALLATIONS W1 1 HV * AND ALTERNATE HV LOCK®ON SHEET S. v BLADE SIA(7(DETAA HYF IS VA110 FOR ALL a I BLADE Wj HV CENTERMATES CEMERMAIES AP UMMON NRH WOEQ v OR SEE END WALL CONNECTION 10•�5 m©•�Q.©m EXISTING css DETAILS ON SHEETS 10 dr 18 i I 2T6 ALLO»ALO"• O 1 ® O © ® � �I _6 1/2•. �'3 1/4 7. t6063 (� ---t- OPPOSING ^SYMMETRYCAL ANGLE W/(2)IT 4'0 TAPCON + 7/2• oR®,® I — I -- ,, ANCHD 1r0F%BOi�iONCRETE CENTERMATES CENTERMATES �-�y,; MIN. SEPARATION f, (4)g10ai/2'S.N.S.TO T0� �.#10.3/.4'S.M.S.a 12' + W1 HV LOCK +L4 Or 5 TO GLASS /. b.c FULL LFNGHT. --� W/ HV LOCK k, or ILS' 1 AT EACH ANGLE.(")I I �� i * (SEE SCHEDULE l 15 1 !/JI` �' !r i ® m�251* 5*; I IN 1 (�9 i ON SHUT 11)_ ^ -- ----------- — — - ' -'-- --- -- --- -- a'--- ----' — \CK lvo 2 u k, T pm®m©,pm® 10+p3 m �- (D _11 HVB oUT ® 0 � HVC @-©•®bA HVA m m 6 • 7 Q+9 10. _ © ® O O Om0 Om EXInNG GLASS r POURED CONCRETE OR 6 7 i m 6 +7 °A I m m�♦ m { REQUIRED BLOCK WALL O.O•D O O'er_:___._ ____ 1o+p ©'O © _ �__ _ EESTING i O+ m I (—� SYMMETRICAL �6��'©m�6 '0'®m (— rGLA55 l � I + * IN ` IN.SEPARATION— — " ! ,�`• 8 + 8 m 9• 3 m 19• 5 ousnNc r TO GLASS ;� Q O O O O O� GLASS 'i 1� CENTERMATES Os+®m@.®m®+�m Fj / 7� t %k OP110NAL (SEE SCHEDIPE O l 1 I ',- m©•® * wl W/ HV LOCK f (INTERIOR) I O'®m@+©°fl�+� ON SHEET 11) 1 �i" =! i t WN.SEPARATIGN\ ®a ' (/j�,�J I / (SEE SCHEDULE IN OPTIONAL ; \ �-/ ON SHEET 11) (INTERIOR) _ —_—_ �,___—_ ___---_— I OUT CONCRETEi ~/i .� I ANCHORS® *� aA97E:./ r� I 15 O.C. R , 66a 1 'I \�� 3 \ I VARIES\ 1J /mac /� I I �' /• � I)FJ... `�I�j1 �; 0a!%"l O AX UT I 6 1/2'M .SLACK 'OUT )J �- (EXMPJGR) C7 HVE JI�J* C3 HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane tone Ulil t11r, 02020 nLTECO,INC. m2020 EASTERN METAL SUPPLY.INC. �.�� BERTHA HVTu A. ®S�A� Accordion Shutter System No.44 67 I L E C O INt. H.V.BADE#1 W/OR W/0 H.V.WINDOW BLADE TILLIT TESTING dt ENGINEERING COMPANY Amertaan ShtlYr Sy$tem9 EV.x OESCR PT ON DATE DRAWN ITT: M.P -O STATE F SM N.H.3QK St..Ste.3M%MGM GARDENS.nORIIIA 3316 Meodallan, Ina. I OLD 17-107 7/2/202 OATS: 7/2/2020 • , PAmre:(3as)671-1a30.Fax:(3os)871-,531 4268 Westroods Drive 2 DRAWING No �,el'• R11 .-M.D.,t1t.-G.W.— West Palm Beoch. FL 33407 3 20— 64 WALI SEAL/SIGNATURE/DATE FLORIDA U.0 44167 S SHEET t fillB 8 OF 20 it ALTERNATE INSTALLATION W HV "T" LOCK 8an AV , MALEZFEMALE 'FT" LOCKS CENTERMATES 8 9 & LOCKERS C2, W1 (1) HV BLADE SEE_END C'ONNECTION_DETAIIS_ON_SHEETS 10 & 1e INSTALLATION 11 J HV BLADE OUT ova IN . `�'�r"1SMG` MADE(Ds=K DETAA NYF,O+wEO ON sHEET B. WJ HD CENTERMATES T;_ M WELL.AS IR+MWL FLOA7NG BLADE 00ETAa H00-hVD. fOa©•Q7 a B�a 10.®a 110CAYED ON 7NIS SHEET,MAY BE USED NON THIS ILIESAK•- 1 ,L 10 ®a®' ®•©°' RSAUAT,oN DERvI xLc sxoxN IN n4s SHEET. DETARS ON SHEETS N O R 01 + I ©•O•®a©•O•®a (606S-i6 ADDt�AaJK � -'-13 f# * °°�nc 'i!oycanw°`°Ea' efa , 1 I Rw/6onaN)e I �--------- ' (oPnoNAy �q-1 (oPmNat) (aB4O.I/22=T &"T /.110a3/4•S a&0 1Y t:FULL UNMIT. y: IN (4)HM -_--._.r IN (4)H.Y. _i-L�1_.� M SFPAW= 30 HV "T" PIN (TYP.1 /; ��',I —... (�•) /t1 a 6� 1'•I On ma np1w LOCK (INSIDE) r0 ,�. ,'E� :E _ — — — - - -- -1- -- - -- i rr -- - oI ,,/ 6 y1, 5 �...0_,` 2 A � 31 off 32 I 3 131 oN 32 31 oN 32 �-31 oA 32 OUT � �'g ; 3s* *SEE NOTE 6 FOR HV LOCKI�. ©-/ ` --W�"7/80 x 3/32" W NGNUT. 6J (omow4 HDB--HVB OUT (oanoNK) HOC—HVC r LOCK.ON SHEET s. N R L SYMMETICA HD CENTERMATES SYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE)-'� ® W/ t LOCK (INTERIOR) HVG* W1 .ifs! LOCK (EXTERIOR) ,CSaT-- sLxD.s s444 ALtAn6uN (2024-T3 ALL04 LARGE FLANGE TIM ®a®a®•OaOa 10•®°1 SHM NUTSERT.PART/0820, AS AIANUFACMEED BY AYDEI.CHFATFY /-10•®d'©•®a®.®a TEW.M.P..NM JOtSEY ,+•• ©.O+®m©+O,®a 07054 OR MLIAL r SEE NOD ON W004 RODS @ Nn®LOOS ON sFETS s /� •'"�/ � r`� �*IDELYfS4L FLWTWO WMEG DRAM.I00-MO 6 MlD)FOR ALL QMFANiE+APPLTJIq,L9 PADI IDME Q FLOATING STACK ROD BUILDING CODE(Non High Velocity Hurricane Zone' ©2020 E*nRN METAL SUPPLY,INC. ®2D2D,LTECO.INC. BERTHA HV � AD # OWhVS/7MLT�EM,N A.S■S■A KV.BEE 1 W/ RR K WNW AX�CENS . ' 3 NO.441 7 —_ Amerleon Shutter Systems IEV.N. DESGRIPnaN DATE DRAWN BY:-UP TILLIT TESTING & ENGINEERING COMPANY it Association, Inc. , OLD 17-107 /2/20 7/2/2020 Fr: _ SM N.W.364,SL.Sta 305.V%NIA GAOOENS,FLOWM 3316 _-O'•, STATE PnonO:(3os)e7T-ts3o.Fox:(3Ds)Bn-ts31 4268 Westroads Drive z DRAWING No s-m"D:bftcoaccjx E West Palm Beach, FL 33407 3 L 20-164 % WALTM A.nUr Jr P.E. SHEET rEo� u p 44t67 �EAL/SIGNATURE/DATE 6 9 OF 20 POURED CONCRETE OR '/1 'r -"POURED CONCRETE POURED CONCRETE OURED CONCRETE __ un `- OR CONCRETE OR CONCRETE •'� �-CONCRETE BLOCK WAIT `� j' OR CONCRETE t /M1\ BLOCK WALL REQUIRED i - "-/ BLOCK WALL REQUIRED j BLOCK WALL REQUIRED REQUIRED f / / i i` (- -�.V rEXISTING GLASS i` EXISRNG GLASS I •� r CONCRETE ANCI{OR=! > > �--- ,/ - 1 EKISDNG C1A55 O 16'HOR / EXISTING GLASS .' ,/. - /�/ f!, i 2'MIN.... 2'NIN..I.. - ....T-..f) �/ i.i TO GLASS(SEE {./ i T _� '; --7"_I 1•' _�___r + J EO Utt SEPARATON , s' /, SCHEDULE ON SHEET i' TO Ti/l�S(SEE ``. / T(i I✓1N.SIERARATOIN i T EQ,.' TO GTASS(SEE 11 FOR BLADE®MID l (' ` TO GLASS SEE sCF&>1VIE ON SHEET 1/16`z3l'Mnx.- W sHT_E[1s Fdi ! . �•' I 1 FOR E� SOfDUAE ON SHEET J It FOR PAM OAND (6063-T6)CONT. 9IACE5 G)&Q� � ' 11 FOR RADEOAED (LOCATE AT ON SHEET 19 FOR ALUM.CLOSER ! 18 FTIi 1/2' 1 'ON SHEET 19 FOR EITHER StOEti Baas m&QD PLATE(LOCATE 1/z•' ` BA9E51�&� T—� 1 HATE5Q&Q1� OF 5) AT(]THER SIDE MIN. ° 1/2•MIN. I OF }USE 1.OR 2'MAX.B10x,/z'S.M.S.-_ I ; `1 ', _—__ (AS APPUCABLE)xz xI/B'k0'-2' _ 10x1/2'S.MS. i _—_ ® is'O.C. ALUMINUM CUP ANGLE V J I __ (6063-T6 ALLOY)AT MIOHEIGHTj-L `' (1) #1Ox1/2•S.M.S.TO®& ®'/ I (2)1/4.0 TAPCON6 ANCHORS TO rJ .__r -.� - r� f!Y WALL AT 1'O.C.(LOCATE AT r(D 1 •.` SIDE CONINE ON )T OR ®� EITHER SIDE OF®) iT O OR ®� SEE DETAIL X FOR V OR , TO KS T SIDE CONNECTION v o®o©•Oo 8 10-®- SEE DETAIL X FORS ®� ®vn,Oa011•®w �© 6•7 a 81 1 •®a TO TRACKS / ONNECTION m 6 7 u B 10•®a TO 1®a©•�©.©"' SIDE TO TRACKS { 10+,®'®®-•®,®•®m 1o�®a©•dam®©� �-�®'®•Q ©•®4 L©•O•©-@.(D 0 0 ®�o o ® ®•��®•®�®•®� ® ®a® ®ao-®� END C N CTION DETAIL0 END CONNECTION DETAIL 0 ND C CTI ETAIL Q END CONNECTION DETAIL PO RED 14 REQWiED ONLY FOR SPANS GREATER THAN 12'-0' r- CONCRETE OR �f](LSNNG GLASS .,• CONCRETE BLACK WALL - E7USR �' REQUIRED _-_^L( GLASS_ 810 MIL SEPARATION 47 2-S.M.S� TO GLASS(51_T :' :` 4A 16"�O:C. 59IL SEPARATION D y------= ------ I FOSCHEDR HACEOAND CONCRETE %LE ON SHMj `,`1/2'MIN. SW�EDI&E ON CLASS SHEET ET ------------ `-------- - ---- I ®�®OR�)OR ON SHEET 19 FOR ANCHOR® ., r-: 11 FOR BADEOAND 4 / ` ____ Q DR®OR(90R(5`CCNCREfEL BLADES 12'O.C.; �/ ON SLEET,9 FOR -/i ANCHOR i I ®\ ' I BLADES O&Ql� ---- -- pR� 0 16" 1:'ED. i. O.C. _r`S �1/2`MIN.� ' I ® i. J _!Lr MIN. 2 EOM ©OR®OR(n OR 2'MIN /r /•MM. r . %` ♦SEE UM ARONS OF USE FOR ! BLADE I ON SHEET 19 QOR@OROOR@OR 1© VIEW Y (Do R PLAN �-- OOR DETAIL PCURED CONCRETE OR ®• �—� 6 ' ! 1p,®m X ®a0 OaO-0•®� END INSTALLATION CONCRETE BLOCK WALL REQUIRED 10 a ®�® ®"®:©°' ©•07 •©a©•O•®> n HV BLADE OR tt 9 HV WINDOW BLADE INTO ®•®�®•®ap•®� CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5Q O•®�®•®«�-®�®•®END CONNECTION DETAIL® O•®�®•� ,`` FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' `0lt�till�lll 02020 TILTECO,INC. 02020,EASTERN METAL SUPPLY, INC. I, ;. �G•PPP...:. ..�r�,�,& BERTHA HVTI.T � �Q VGEI F:'�9'� A S S Accordion Shutter System No.44 67 � E C O,Ne. e O O . H.V.H IiI.ADE#1 W/OR W/o KV.VIINDOW BLADE *' * TILL)T TESTING do ENGINEERING COMPANY American Shutter Systems D N pnownOx I DATE DRAWN BY: MY STATE F Association. Inc. I OLD 17-107 7/21202 DATE: 7/2/2020 •O: Days N.W.S M.SI.St..30%tRawA WDENS.r1OMDA 331e 4268 Westroads Drive z DRAWING No P - :� Phone:(305)871-1530.I-:(305)671-1531 "ZORI �` .-MR!UTtmau..l.e West Palm Beach, FL 33407 3 20-1 64 *1;,, /0NAI Q`���SEAL/SIGNATURE/DATE vr`�DA A.r-81"167 ' SHEET s 10 OF 20 SCHEDULE #1 SCHEDULE#2 SCHEDULE�, 43 MAXIMUM SHUTTER SPAN' "L+'OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*-L+" (ft.). FOR INSTALLATIONS W/ OR "L-" ft. N�J1�(Q�ON LEGEND dDIE$ CENTERMATES. ® &®or or ( ) FOR R "L--" (ft.) INSTALLATIONS INSTALLATIONS W/ 1A y�l CONCRETE& 1Y�D (1)L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE LOCK ® or ROD�ar &12 W/ONE HV LOCKS MANSORY POSITIVE A.S,D.DESIGN PRESSURE RATING. W LOCK H.V.. W/ NO LOCKING RODS or ONE HV LOCK or Zr ®y ® A.S.D.MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATFS & W/ ONE HV "T' W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B, C. D.E. M. N, , P, 0, AS DESIGN PRESSURE RATING. LOCK W 0 LOCKING RODS ® RODS MOUNTING F. K & L R, S, 8c V. ® /TIN ® TOP & (SEE NOTES t,tt) (VALID FOR MOUNTING Q BOTTOM (SEE NOTES ,tt SHEET 7) FLOOR/CEILING G. H. 1. 11,U T. U, W& X WALL MOUNTINGS)PROCEDURE T(TOP/BOTTOM)O DETERMINE OR FLOOR/CEILING: A wuN CONCRETE&WOOD INSTALLATIONS 0 MUM SPAN FOR CONCRETE O WOOD CONCRETE MOUNTING & M Asa OEgl& ��I -INSTALn 5 As.D.DEM INSTALLATIONS GIVEN A POSITIVE AS.D.DESIGN PRESSURE RATING, WALL MOUNTING MOR/GELLING PARE WALL MOUNTING rf[s9rsrE DETERMINE MAXIMUM SPAN 14'FROM SCHEDULE. �G� RATWG PA71Np FIDOR/CEILING MOUNTING (P.I11 MOUNTING (P.nsJ npOR/GELLING MOUNTING tc•-/•) GIVEN A NEGATIVE A.S.O.DESIGN PRESSURE RATING. (+art-) -_ _ (a oN_) _ (.oR-7 ROOK N.L MOUNBNG DETERMINE MAXIMUM SPAN 1-"FROM SCHEDULE. L+ (3) L-(A) L+ W L-Q0 L 1 QQ L-(ft) L+ (11) L-(ft) 0 MAXIMUM SHUTTER SPAN 1+-OR-L-"FOR 30 OR LE 16'-0" 16'-D- 16'-0' 1 16'-0' 30 _ 16'-0" 16'-0' 30 16--0" 16'-0' INSTALLATIONS INTO WOOD SHALL BE UMETED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 '-10" w-10" 15'-z" 16•-0' _35 - 14'-10• 14'-IG' 35 15'-2'-- 16'-70'- 105 Psf.A.S.D. DESIGN PRESSURE RATING. DETERMINED SPAN BETWEEN 'L+'AND•L--. 14 40 13'-10" 13'-10" 14'-2-_ 15-2-_ 40 13'-10'_ 13'-10" 40 Al2'-3' 15'-2• {3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1'_ 13'-4• 14•-3" 45 13,-1' IN-1• 45 14'-3' t HV CORNER CEN ERMATE 13 MAY BE USED AT ALL COMBINATION9 IN BLIWEEN WALL MO11N71NG5 5O 12;-5' 12'-5' 12'-8' 13•-7- 50 12'-5' 12'-S' 50 13'-1' MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/CELL NG NOUNTINGS: 55 11'-10• 11'-10° 12'-1' 12'-11' S5 11'-10' 11•-10" = SHAI.1.BE AS INDICATED ON MANDATORY CONDITION S2FOR A GIVEN POSITIVE A.S.D. OESICN PRESSURE 60 i1=6• I1'-a' 11'-T 12'-4' 60 11'-4" 11'-4' 6D 10'.I IzNOTE§5, SHEET 5. RATING: 65 10'-10' 10'-t0• 11'-1' 11'-11-it' —65 10'-10" ID�10" 85 70'-1_ DiTERMINE: Ll+=MAX.SPAN FOR WALL..MOUNTING INSTALLATIONS. 70 70'-6° 10'-6• 10'-9" —IV-5- 70 10'-6'-- 1p'-6'- 70 8'-9' 9-4' L2+=MAX.SPAN FOR FLOOR/CEILNG MOUNTING 75 _ t0'-1' 10'-1' 10'-4' IV-1' - 75 10'-1' 10'-i• 75 - --8'-9'- trEECEPT THAT MAXIMUM SHUTTER SPAN 1+'OR INSTALLATIONS SD` 9•-10' 9'-10' IO-0" _10'-9' _80 W-10" W-10' 'I--'AND MAXIMUM A.S.D.DFSING PRESSURE RATING FOR 85 9'-6- 9'-6- 9•-9- 10'-5' 85 9'-fi' 9'-6' INSTALLATIONS IMO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE _ i SHALL BE LIMITED AS FELLOWS: RATING 90 9'-3' 9'-J" 9'-5' i0'-t" 90 9'-3- W-3" DETERMINE: t- CONNECTIONS TO KEYSTONE MOUNTING _95 9'-2` 9'-10' 95 9•-0" B'-9' L7--MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. -' /LIMITED TO +64.-72 p.s.f. AND 8'-0'SPAN. SEE L2-=MAX.SPAN FOR FLOOR CEILING MOUNTING 100 - B'-9' B'-4' 9'-0' 9'-T 100 B•-9' B'-4' MOUNTING MOON SHEET 7. INSTALLATIONS, 105 8'-7" T-11- 8'-9• 9'-4' 105-' 8'-7'�1 7'-11' 110 8'-4' 7-7" 8'-7' 1 8'-2' ^110 e'-4' T-T FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 W-2" 7'-3- 8'-4' 8•-I1" ~115 8•-2• 7'-3'-- MINIMUM BETWEEN 1t+', 'L2+". "Li-'AND-L.2--" =-12D - -G• ( 6�1r -z' B `120 W-G' 6-n• SEPARATION TO GLASS SCHEDULE (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 _ T-10- 1 6'-8' 8'-0' 8'-5' 125 _ 7�-f 0' 6'-8° ALLOWABLE SPAN AND NEGATIVE A.S.D.DESIGN 130 7•-B" 6•-5• 7'-10' { 8'-1' 130 7'-B' 6'-51 PRESSURE RATING 70 DETERMINE MAXIMUM ANCHOR 135 r-7• 6'-2- 7'-9• 7•-9° "" 135 7'-7- 6'-2- WIND ZONE MINIMUM SPACING. 140 r-s 5'-11' 7'-7-"�'-e• 14O 7•-s' `s-,i" ASTM E-1996 SEPARATION 145 7'-3' _5'-9' 7'-5 7'-3' 145 71-3'-- TO GLASS _ 150 7'-2• 51-7' 7'-4' 7'-0" __ 150 7•-2• 5•-7•- _155— 1.-0. 5'-5- 7'-2- _6'-9-_ _ _155•- 7•-0' 5'-5•- 1 THRU 3 1„ 160 W-,.I' T-2_• 7'-1" 6'-7- 160 6'-11" W-2• _ 165 6'-10" 5=1'J 7'-_0' 6'-4' 165 B.-I a. 170 6'-9' 4'-11" 6'-11• C-2• 170 _ 6'-9' i75 -6'=,. 4'_9- 6'_9. -_6_D- — 180 6'-7" _ 4-9• H V B LA D E 180, _ 1B0 6'-6' 4•-8• 185 W-51 1 4•-6' w_5w 5'-B- 185 EM 6'-5' 4'-6' 190 6•-4" 4-5' 6'-6' S'-6' 190_ 195 6'-3" -3' 6'-5' S'-5 1952U0 6'-2' 4'-2' W-4- 5'-3" 200 205 s'-3• 5'=r 2as FLORIDA BUILDING CODE(Hon High ®elocity Hurricane Zone' ``�`qvE it 1 ii}Illygi 0202D 71LTECD.INC. 02020 EASTERN MErAL SUPPLY.INC. ;,•P�E .. ..!<<ir�,,, �_� BERTHA HVTM IL EGO ■�. A■S■S■A■ K„Aacord�o�n Sh�utteym .WINDOW MADE No.4 11 TILLIT TESTING & ENGINEERING COMPANY American Shuttar Systems KY.N DESCRIPMON DATE D11A77N 11r:MICN. G. * W53 ILW.361h.St.SW=.17RGM GARDENS,RDIUDA 33,6 ST Asaoclation, Inc. , OLD 17-107 /z/ DATE 7/z/2o2a = A OF Phone:(3051871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No P �� ,-me11�•�DOGe0191.eom West Palm Beach. FL 33407 3 °�'' Az Io � 20-164 ,(Cs•.... .• G `�� WAITER A.Tam Jr.P.E. 4 �%;;9/0NIli.*L�- RN/SIGNATURE/DATE �DA L;C.1 µ167 a SHEET OF 20 MAXIMUM ANCHOR* SPAgNG (I�) SGHE01 F FORA M MAX, SHUTTER SPAN. e,S_0- DESIGN NEC-AINE PRESSURE ReT(NG AND A CORRESPONDING MOUNTING rfPF FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGEND POURED CONCRETE I.AODMr �• ,c,D u" ON S iar 6 POURED CON CONCRETE BLOCK TAPCON OR A WALL.HFM NOUNIINC A WALL HEADER MOUNTING lye NOUNnNG V Y �LL I RUING D WALL SILL t%Oumr. C& WALL HFMO?/SB1 TAPCON WITH ADVANCED SPAN WJ 2 W/ ® W/(1' WJ 41 MOUNTING THREADFORM TECHNOLOGY (R) rsa MEN IBi70NE P✓r,F R'QN` ti50.UL4lR imunue RASA Al17A(oat AU MM 1¢ame tn¢SM rrtm Iw as°.REM IMUM FROW &rD.otsw I EMK NaRSANE Aa1NB tisH OMM NMAM P wgeC ALL POINTS SOLID-SET 3o w e0 75 eo t2olis0)io5 n0 +ol`su)7s so 120+I0 2os-Si 4o so is 90 1zo 160 205 30 4o eD 7s so5 30 4D to 7s sD tea 160 2(JS 4o so rs ao 1z0+6o xos BLUE TAP i 172 101 9 a 8 8 p 14112 10 9 8 a B 6 14 12 1 to 9 8 fi e 14 12 f0 9 014 12 10 9 0 6 6 55 B B 0 a e e 7 55 3'-0" 14 12 10 9 °_ 8 ° 6 14 12 10 9 B 8 ° ° 14 12 10 9 8 B 6 6 14 12 10 9 8_ 14 12 10 9 8 a 0 6 _°_8 a ° B B_0 8 TAPPER+ OR 14 12 fa 8-fl e e 5 tt l2 10 e 8 ° 8 e 14 12 10 9 8 e B 8 ib 12 10 D B 14 12 70 9 ° ° 6 ° E B 8 B 8 B B B.S 14 72 10 9 8 8 8 e 14 12 f0 8 E E 0 6 14 12 10 9 B 0 6 6 14 12 10 9 ° 14 12 10 e E 6 ° e 8 8 B a e B E 7 14 12 10 9. e ° B 4 14 t2 t0 B 6 ° 6 ° 14 12 10 D °(B 6 e 14 12 l0 B 1 e 1, 12 10 9 8 ] S5 - D e B a 8 7 S5 4 4'-0" 14 12 10 0 8 8 6 II♦ f4 12 10 9 a e a 8 14 12 10 9 ° B 6 8 14 12 10 9 B 14 12 10 ° a B e ° B 8 B B 8 ° p e 14 12 10 9 B 8 851 4 14 12 10 9 6 e B 6 74 12 f0 9 a 6 6 8 14 72 10 9 e ii 12 10 B B B 8 - B p d B e B �7 65 14 12 10 s B a 4b - 14 a 10 e a e B 3.5 14 72 ID 9 B I e 6 e u 12 1D H 7s - - - u t2 10 9 zs 5s - SEE ANCHOR f4 1z 10 e a e 4.s - 14 ,z f0 9" a a e a-5 14 t2 t0 g e n e a' 1412 1n B a 7 - - u 12 +o e a e a - a a e e e d a a 5-O' 14 12 10 ° 8 fi5 - - 14 112 f0 e a d 4S 1= 14 12 10 ° B a e ° 14 12 10 9 B J - - 14 12 10 9 0 7 - - 8 8 B 8-5 -7 S 4 SPECIFICATIONS l4 12 IO 9 8 e 4 - 14 112 10 9 a 1 B 6 IJS 74 12 10 9 8 8 e 6 74 12 iD 9 ° - - - 14 12 1019 B TS - = p ! 0 18 a 7b 3.5 4 ON SHEET 13 14 12 10 9 8 53 J - 14 12 10 9 B B 4.5 - 14 12 10 9 ° ° 8 ° 14 12 05 7S 4 - - - 14 +2 95 75 f3 35 - - p B B 7S 165 ,b JS ._--L_-._-._ _ 6'-O" 14112 10 9 B 55 - - f4 1Y 10 ii 9 a d 4S - 1, 12 10 8 8 L 6 16 1{ 12 iD e B 4 - - 14 12 10 9 B _0 4 - 8 8 8 p a B ° 7b t4 12If0 ° B 3 - - l4 12 ,01 9 a 8 - - 14 12 10 9 ° B 5.5 3S 14I12 10 ° 45 - - - 14 12 10 9 75 4 - - B B 8 JI{B 75 SS 4 S 14�'10 9 B 5 - - 14 12 is 9 a 9 4 - 14 12 10 B!a 8 6 7.5 14 12 1D 9 S =I-= 14 12 10 A ° 14S - - B B e 18 8 B 145 14 12 f0 0 8 4 `12 10I- 14 12 10 D ° 6b 3 - 14 12 10 B 8 a 6 - 14 12 B 4.5 - - - - 14 12 B fl5 5.3 - 8 B B 6.515.5 ♦ 3 14 12 10 9 45 _( 14 12 /0 9 a' 6S ' - 14 12 10 B ° d. B f4 12 10 Sfi T4 12 ElE - 14 12 t0 8b 7 7 - B 8 B B 07.5 5 I J4 B 7'-O' - (( 14 12 10 9 7b 7S - - R ,{ 12 10 ° 5.5 3 1 I- 14 112110 9 8 4S - - 14 12 10 e a 18 - - 14 11 7 - - - - - 14 1+ 7 S5I J5 - - I- B B 7 55 4.5 SS - 14 12 10 8 53 _ - l4 f2 10 9 ° 45 - - 14 I2110 e B B _ l4 32 70 7 4 - - 14 12 1D 9 8 3 -�- 8 ° ° a 8 7.5 7 4 I- _ - _ ♦SEE UM ATIONS OF USE FOR 14 12 70 5S 3 - - - 14 t2 10 9 d - 14 12 10 9 8L3 14 12 83 3 - - - - 14 12 8.S 7 4 - - a B B 7 55 { 3 BLADE A ON SHEET 19 14 12 t0 9 S - - - 14 12 f0 9)a 1 T= - 14 12 170 ° B I B - - 1412 I93 -j-- - - 14 !2 98 75 451- - a 0 a 75 6 43 - 14 12 10 85 45 - - - 14 12 10 9 i 7.51- - - 14 12 10 9 B 1- - 13 "1 4 - I- - 13 BS °3 5 1- I- 8 8 B.5 B 9'-0• 14 12 10-ss 1 _ 14 12 10 9 75 --. - - 14 12 10 9 a - - - 14 12 10 5 - - __ 14 12 10 D 55 - - - d ° a e e 65 8_ J 14 12 10 8 4 - 14 12 10 B 7 I- - - 14 12 10 B TB =1/112 8 - - - - 14 t12 a as - - 'e ° a BS 85 4 -�- 14 12 95 5 3.5 I- 14 12 10 9 5b - - - 74 12 10 9 8 - - - 1.5 65 - - - - - 15 a5 551- - - - - a 1 6 1 55 4-5 35 - - 14 12 BS 9 3S = - 14 12 f0 0 SS - - 14/2 10 e a - - - 14 12 7 - - - - 14 12 10 75 5 - - - 8T-8 d B 6 75 4b 1D'-0'-- _ - - u 72 95 3 - _- I - 14 1z 1D e J - - 14 12 to a _e - - - is toss - - - - - 14 105 7 3-9 - - - = e 8 77 i5 48 39 - 14 12 ° 4.3 3 -i- - 14 1%2 10 9 5 - - - 74 72 1 00 H B -I- 1- 14 11 - --- _ 14 11 7b - -- _ °I 9 17.5 8 5 -I- 14 12 14 /2 10 - - -1- 14 72 1101- -1- DS 8 10.5 B 5 _-__ - - - 8 ° 5 4 3b - - - f4 12 7 - - - - - 14 12 t0 - - - 1{ 72 10 V4 12 5 - - - - t4 12 10 - - - - B 9 8 B 8 7 JS 14 12 10 - - - 14 112 +0 -7- 2-6 9.5 - - - - - - ZS 195 8 - - - - 8 9 8 5 { J - 14 - - - - 14 12 10 - - - - - 14 112' to r - 3.5 10 - l-- - 14 10 7 - I- -8 6 7 55 45 _- 14 12 22 f4 11 3 1 - - 14 12 e - - _ - - I4 12 t0 - - - ib BS 4 _ - - - - 1!63 - - - a B e ! d B 3 1114 '21. i 14 12 S - - - - 14 12 110 - - - - - 14 12 f0 - - - - - 1.5 95 -I- - - - -#_ 19 lS 4 - _ _ _ - 'S°5 `° -I- ° ° 4 -_ -I- (1� HV BLADE OR n HV BLADE 14 14 12 _ - 14 12 I --I -__ 14 12(- _I- - - 9 a.5 - - - -_ - - e °,5�_-_i - - p 1°5 4.5 33 3 1 i4 12 -i= - f - - ,4 s -_ _ - 14 12 - - la 11 - - - _ _ =14 12 - - a e s e a 14b1= = W lIW HV WINDOW BLADE 13'-D"- { 3! -- 1 _ t05 fly _ _ _ - _ _ 0� 8 _ _ _ a 8 3 1 - 14 1T - - 1 =(- - t4 12 - - - - - 14 12 1- -1-,- r- 1.5 6 - -1 - - 1S 65 - - ° 8 6S 45 - 214 i=-7- - - - - _ ,. ,2 -_ - _- - „ ,2 - e - __-}_-- e a = _ _--_- a e WORKING IN UNISON ____ - u +2 I- _ - -_ 14 12 - - t4 s - �4 1z =T= - _f( a a B aids 4 - 14 12 - 14 12 _ - 10 4 - - - - j� f0 75 - - - I- 8'7S 9 _I ]I5 -�- - - 11 112 - --� -05 4- =I- 0.5 ° -'�- a H 5 ! -1- 11 75 _ M.Z. 7•-1 � 114 - - - I- - - +4 -t- - - - - - 74 - - - - +4 - - - __ __ +4 - - - - - - B B B 7 7 ]S 14 _ - _ _ 1p _ I- _ 1_ _ _ p _ _��- 8 7.5 5 4 - - _ _ _ - - )-1- E 7 IS J3 31- 14 14 14 _ _ - - _ 7 - _ _ 7 I�=4 _ - 16'-0"74 - - I- 1_ 74 - - _ 1_ 14 _L. 14 4 - 14 _u - i, =_ - _ - - /4 - 1-_ - -=1- g5 - - - - - _ - gs - - - =j- �( �BUILDING CODE(Non High Velocity Hurricane Zone ��IlJtll., 0202D TA.1WO.INC. 02020 EASTERN METAL SUPPLY, INC. t'1}}�� BERTHA HV TJ- A.S.S.A. rNy ` - IL EC40 ���. AccordionShutterS stem No.441 --� KV 8 ADE#( W/OR W10 KV.HWDOW aADE "r7= TIll1T TESTING & ENGINEERING COMPANY American Shuffar S 1sfems cv."t DESCAIPDON ! DATE oHAwM Ur: Nr o STATE cc 6355 N.W.3ath.St,St.=.VRmu OARMS.ILdd04 33116- AOeDCIationa Inc. 1 CLD 17-107 /2/202 DATE. 7/2/2020 Phone:(305)671-1530.11-:(305)871-1331 4268 Westroads Drive z '��c'• '�LORIC �`r'? •-" 1-0-1`°'" West Palm Beach, FL 33407 3 DRAWING 1Neo iCss';•-.....• •`f � WALTER A.TAUT Jr.P.E 4 i� 4 ''�ig7ra�ONAL t'W;EAL/SIGNATURE/DATE FLOROA Uc.Q l41fi7 s S 2 1 V EE OF 20 A.S.D.-DF51cM MmIMA'F P(MLIRr Ra11M AND MAX SHUTTER SPA& SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES SO A CO ""T,A;fMINIIN^ FUR CO:. OR OIL..,.. �(INS Ulan (SEE MOUNTINGS E 0.&N ON SHEETS a a 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: Pam SUM 1 POUR D CONCRI IE (A) TO EXISTING POURED CONCRETE:(MI..Ve-3 k5;) MAXIM QE WALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AS MANUFACTURED BY I.T.W.BUHLOEX (Win.re o 3 Its!) SPAN ANCHORS SPACING LGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS amwBLRED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.r0=3 ksi) (ft) A OMM KM43K W159qE RM LOIN •0E5T01 �R�OED SD.OEM KEGM -1/470 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Ain.Cc-2 W) 30 40 66 78 BO 120 160 2a5 30 40 60 75 90 120 160 2U5 30 TAPCON OR 140 80 75 BO I120 I80 TAPCON WITH ADVANCED - 1/410 TAPPER+ANCHORS AS MANUFACTURED BY ORDEWALT.REGISTERED TER W DISTRIBUTED DIED BY ALL POETS SCREW,BOLT IA ON,SPECIALTY COMPANY OR ANY u t2 l0 e 6 e e S.5 1{ 12 t0 e e a e e 14 12 f0 9 e B 6 6 THREADFORM TECHNOLOGY OTHER APPRDYID LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,NG(Min.re J Imi) 3'-0' 14 12 10 9 8 8 6 8 14 12 10 B e B 6 6 f4 12 10 B B B 6 6 OR 14 f2 10 p 8 8 B 6 14 12 10 8 8 B E e 14 12 10 9 8 e 6 5 ALL POINTS SOLID-SET INCITES: 14 f2 70 9 8 8 6 7 14 12 10 9 t 8 B e 8 14 12 f0 9 8 8 6 O BLUE TAP W/CAP A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 10 9 e 7 5.5 J.5 14 12 10 e O 8 e e 14 12 10 9 9 e 6 5 TAPPER+ ANCHORS IS 1 3/4.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2. �3114_ Bea B 14 12 70 9 8 B 6 a 14 12 10 9 8 8 6 SS A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/B'INTO THE POURED CONCRETE NO EMBEDMENT 12 lD g ! 8 B 4 14 12 10 e e a'a 55 14 12 10 e 8 i 4 Z INTO STUCCO SHALT.BE PER►OTTm,1/4.0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO EXIST,AND 12 10I 8 B 8 8 IS 14 12 10 B 8 g 8 5.S 14 12 10 8 B E '8 ;S 1'MINIMUM FOR WALS WTH NO STUCCO. 12 10 B 75 55 3.5 14 12 f0 9 B 8 e 5 14 12 10 9 6 7 53 1 4 •SFE U +7 M OF USE FOR -14 12 10 9 8 8 6 6 14 12 10 B 8 8 6 b.5 14 12 f0 B e e e •{5 BXMXEgON SHEET 19 5'-0' AJ)1N CASE 7NA7 PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DOSRNG WIN.OR FLOOR, 14 12 f0 0 8 7 4 14 12 f0 B 8 65 S 35 14 72 10 6 &&S 3 33 J ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 72 t0 9 e I73 TS - 14 12 10 1 B e 8 a 14.5 14 12 10 9 1 8 6 45 J.75 NOTES A.1)&A2)ABOVE FOR INSTALLATIONS ON VINYL S1DNG OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 IB5 175 165 14.5 - 14 f2 10 e e 75 551 4 14 12 10 e 9 e IS 3_ INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. fi•-0' 14 12 f0 B e 6 66 14 12 1f1 B 8 8 8 5 14 12 10 9 8 6.3 5 133 14 12 10 a 7.5 53 3 - 14 12 10&S 7.5b 4 3 14 12 8 TITS SS 4 3#_ (0) TO DUSTING CONCRETE BLOCK:(ASTM C-90) 14 ". fD e e e - - 14 12 10 B T 6.9 5 a7 14 12 10 a9 8 {'i= -1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUIUNEX 14 12 aSS_ 3 - 14 12 10)9 8 TITS 43 3S 74 11 to 8 7 5 J� 3 -1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY AM POINTS SCREW,BOLT&SPECIALTY COMPANY. 7,-D. 14 72�TS )8f4 12 10 B _s 7 8 4 14 12 10 9 75 55 4 3 - 1/410 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLOPoDA FASTENERS DIRECT,INC. 14 12 10 B 65 4' �- 14 12 8 f`75 S 4S 3.S= 14 1Q.S 7 AS 45 !3 = -1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWAL,INC..AND DISTRIBUTED Bf ALL POINTS SCREW.BOLT&SPECIALTY COMPANY OR ANY 14 12 ID IIS 7 4 -I"-- to 12 t01 9 73 33 4= 74 12 9 7 7S 451- - OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERIGW SK91M SYSTEMS ASSOCIATION.INC. 14 11 7 65 45 _ 14 12 f0 B 7S 55 4 - 14 12 9 7 1 B 45_ J - 14 f2 10Ill..: B 8 &5 14 12 10 B B B 4 1- 14 12 10 a 6S 5 35 _ NTU�' 8'-0'- _ B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1 4 AND TAPCON N 12 6S 7 SS S - - f4 12 6 e5 SS 4 D 1=TS g5 B 5 j{{4 J - _ WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. /14 12 9S 17S 18 --T 14 12 9S s 85 5 - - 44 12 s 8 1 11.S 4 1 1J B3 6S 5 35 - - - 74 12 1D a &5 5 - I4 12 B 63 5 4 - - 8.2)MINIMUM EMBEDMENT OF 1/470 x 3/4'ALL POINTS SOLD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO 9._O. 14 12 10 9 e = 14 12 10 9 7b IS - 14 12 85 7 IS - EMBEDMENT INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHILL BE 1 1/2'LONG MINIMUM SHOULD S JCCD 14 f13 7S B 4 - /4 it 7 55�$�3.5 - It 8 55 45 ]S - - _ EXIST.AND 1'MINIMUM FOR WADS WITH NO STUCCO. 11 12 s)6S 4S - - 14 12 s.5 7 15.5 4I--= 14 f E 7 55 a 45 - 15 B.S�SS1 4 14 12 8 7 8 4�S ff - 14 71 7 s,S 45 J.S - B. IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE FOISTING WALL OR FLOOR• 16•-0' ON 14 10 117 3 33 - 1] 95 fly S 4S S�L 10 7-5 5 -4 3 ANCHORS4 24- NOTES 8.1)8.2)ABOVEEFORGNSTAWITIONS ON VINYL STRUCTURE14 TO REACH THE MAIN OR EFSNWITH ORD SAID WWRHO METAL STUDS CONSULT THIS ENC7NEER.INDICATEDALL FINISHES.ANCHORAGE SHAUL BE AS 14 i f1 7.5 35 -1-- 14 tIS B e S 4 -1- 12.5 83 5 5 4 4 - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. Ots b - - 14 t2 a 69 5S 4 - - 13 10 85 5 4 J1 10 - - 1412 9 7 614 10.5 7 5.5 4_5 3S = - (C) ANCHORS SHALL BE INSTALLED FOLU7NING ALL OF THE RECDMMENDA17ONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 2 5 - - 12 86 45 4 3 - - B 7 4.5JS 3 7 - - - -I= 14 1D5 7 sa 48 _` IS 851 S3 4S 3.75-1- - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. B.S 7 {3 - _ _ 14 1LS 7.5t B 1 3 12 9 8 IS 4 - - _ �- )-._ 74 t2 i0 =_ - 14 fs a es 5.5 1J 10 6S S 4 - _= EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS* L4 B 6 4 MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICTED BELOW.FOR E.D.LESS THAN THE ND1CA7(D,REDUCE ANCHOR SPACING 7.S 93i 0 - _ - - - 1J 9.5 491 S. 4 - _ =OS 8 S 4 - -1- - BY MULTIPLYING SPACING 5.40WN ON SCHEDULE BY THE FOLLOWING FACTORS. - 14 HO.S 7 6S 4.51 - - 11�!3l5 5b 45135 - _-__- REDUCED STAGING OBTAINED USING FACTOR SFiAl1 NOT BE LESS THAN MINIMUM SPACING INDICTED FOR EACH ANCHOR TYPE 14 12 -_ _ _--- - 14 115 75 a s)- - - .I-e 8 _ 4 _ FACTOR �-_ -.__)`-- }__. =1 .__�. _ _ ACTUAL fa is s 4 3 = =7s Yss 4 _----'- TAPCON WBH ADVANCED TAPPER+ - - 12 1 9 6 43 4 - - - 95I 7 5 + - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W GP 6 8 13 9s s - i_ 05 75 5 4 - _ - 1 HV BLADE OR DICTANCE THRFADFORM TECHNOLOGY / MIN.SPACING 14�-0'I4 12 ___ _ _ - 14 Al�1a6-7 S.S - _ _ - 17 B.5 5.5 fS EA. MEN.SPACING-3' MIN.SPACING-W MIN.SPACING 3 1/2• DON.SPACING-r 3 3/4' 4' TIT �.S JS - `` __ 7 8 15 d - V BLADE POURED CONCRETE& FOARED OORMIE CONCR TE BOO( POURED CONCRETE& POURED CONCRETE&POURED CMIOWE CONCIEIE EIOCK 1.5 B I- - - _ - I7 8 5:5 4.5 - -1 - e 83 4.5 -r-�__ �CAETE BLOCK 3, M71 E&•3 1/2.101 FA•2 7fY EDNCRETE OIOCK CONCFtE7E BLOCK �•3 1/Y MN,ED.2 1JY 45 - - - - - Eb.3 ESA. f4= _- - 3.5 ,a ssf �= - as 6 5 -+_ - _ - BLADE WORKIHV ONG 15'-o'e= --_.__...�.- 1N UNISON O z Vz= - o s�-` i o _ - - -o.B�i o 6�L En• ON 1 Y MK =r 1.0 0.78 1`0 10 - _ _ 1_ _ _ 0.5 s 9 - =11=T- 85 6 4 _ _ _ - - _ .. __ ___ -______.___- _. 7 2' _ OS7 _- --- _ _ 0� 0.71 y 091 6 5 JOA5 .... _ _. _ 0.35 _ FLORIDA BUILDING CODE(Non High 'Velocity Hurricane Zone `1w"gNp11 02020 71LTECD.INC. ®2020 EASTERN METAL SUPPLY.INC. / BERTHA HVTE.t 7MEC O 1 p1 Accordion Shutter System No.44 67 American Shutter Systems RV.a"#1 w/OR W/Q HV WINDOW MADE &TILLTT TESTING ENGINEERING COMPANY EV.K DESCRIPTION DATE DRAWN BY. MP -d'• STATE)F 6335 N.W.36M.St.Ste.305.WRUM GARDENS,EtowOA J716 Association. Inc. 1 OLD 17-107 7/2/2DcG DATE- 7/2/2020 'p•• PAOne:(305)871-1=.Fox:(305)871-1531 426EI Westroods Drive 2 '.,�e�;•.A,013 P,. �� e- Ih tiilte..ft l . West Palm Beach, FL 33407 3 DRAWING No CA- 6719 20-164 sn iONA 1,1111 R 1t�EAL/SIGNATURE/DATE W�DA Lie./44167E 5 SHEET 6 13 OF 20 !t&YIMUM AuGHOR�S?ACING Qn.) SC►1EDU E FOR A GIVEN MeY. CH ITIER caAN 6 S b DESIGN NEC THE PRESSU E RATING AND A CORRESPONDIN IAOUh NG iYPE FOR CON REIE DR ONCRETE BLOCK INSTAL DONS (SEE►tOUMUS 4 J.K&L ON WM 7) POURED CONORM POURED CON OgJCREiE BLOCKANCHORS SPACING EGEND ibwUX OVER 8 It TRENCH O O © ALL/WjX OVER MOUNTING SPAN 110V^filN ¢ J RAPICVARD MOUNTING K WALL/F100R MOUNTING W SPAN - uLv6x fBLOhE Ra3SIME NT710 ire DL96N taGdnlE SAE Iu1eS OmOI 16GBDli PIIF tOnvc OaG1 r70.aiYE RES9AE Kmlc TAPCON OR 1N - Y- TAPCON WTTH ADVANCED JO 40 60 75 190 120 160 205 30140 60 75 90 120 1001205 30 b 60 75 90 120 I60 T 34 40 60 75 90 120 IB0 205 THREADFORM TECHNOLOGY /4 12 1C 9 6 6 6 6 12 12 12 12 12 1.5 eS 6.5 7 7 7 7 7 7 7 SS 5 - S s 5 S 5 a ALL POINTS SOLID-SEr 3'-O• ,{ 12 70 9 B e e 6 12 72 12 112 12 12 95 7 7 7 T 7 7 7 7 7 8 8 S 5 5 5 $ 5 JR It 12 10 8 8 8 6 5 12 12 12 12 03 8 8 4S 7 7 7 7 7 7 7 B5 S a S 5 S 3� 5 5 BLUE TAP 14 12,o a 9 a 8 5 12 12 12 12 12 10 75 6 7 7 7 7 7 7 7 7 D 6 5 3 5 1s 5 3 TAPPER+ 74 f2 10 9 e B B a 12 12 12 12 13 eA 6A S 7 7 7 7 7 7 55 ; 6 1 S S 5 S 5 6 4 14 12 f0 9 8 8 6 6 1T 1T I2 ,2 12 03 7 9.5 7 7 7 7 7 7 'Y 17 S f 5 a 5 5 5 6 5 4'-0"- 14 12 f0 9 a e e 8 72 12 12 93 0 6 4.5 3.5 7 7 7 7 7 7 66 5 S 6 9 S 3 5 5 5 14 12 10 9 a a 6 e 12 12 I2 12 10 75 53 4 7 7 7 7 7 7 7 93 5 5 5 5 5 5 5 5 14112 I10 9 e 11 6 6 12 12 12 11 9 7 3 4 7 7 7 7 7 15S 4 3 5 !a 5 S S 5 ♦ 3 14 12 10 8 e e 6 B 12 t2 12 12 10 7S 5.S 7 7 7 7 7 7 7 7 5�55 5 5 S S S 8 14 12 f0 9 e 8 8 6 12 12 85 7A 6 4.9 35 - 7 7 7 7 7 17 5 3b B 6 S 5 a S 5 4 14-12 10 9 8 e 6 6 12 12 12 es 8'8 4-s = T 7. 7 7 7 `7 a3 4 5 S 5 5 S 5 5 s # SEE ANCHOR 14 12 Io e 6 a s e 12 12 11.519 73 53 4 3 7 7 7 7 7 IS 3.5 - 5 a S s 6 4S 75 - SPECIFlCATIONS 14 12 10 9 a d B 6 1T 12 /2 10 8 6 4 S 33 7 1 7 7 7 7 7 7 5 5 9 5 9 S 5 a ON SHEET 13 1 4 12 1019 8 s 6 6'72 12 e 9 5 4 J- 7 7 7 7 7 53 4 5 6 5 8 S ��.-4 3 14 12 70 9 e e 6 9 12 12�10 a 0.3 5 7S 7 7 7 7 7 6 4.5 - 8 5 S 5 6 1 6 IS 14 12 10 9 e 6 6 6 72 12 f0 a 9.S 6-33 7 7 7 S S l a 3 7'-0. I4 f2 10 9 6 8 8 B 12 12 12 B.5 75 4 3 7 7 7 7 7 7 6 6 5 3 S 1 5 S 3 3 14 12 10 I 8 B 6 8 12 10 lea 5 4S 7 - - 7 7 7 7 6S 5 3 - S S 5 T 5 S ++S 33 3 14 12 to 9 a e a 6 12 1z fib T 5s T - - i 7 7 7 8 - - s s s 5 9 1 s 4 - 0 VAUD ONLY FOR UP TO +70, -75 14 12 10 9 e e e - 12 12 eb 7 0.6 ; 3 I- 7 17 7 S3 45 3 - - s 5 5 s 43 33 - - PSF A.S.O DESIGN PRESSURE 14 IT /0 9 B B 6 - t2 12 QS 73 8 4.6 35 - 7 7 7 7 7 T ; 5 5 5 5 3 S 3 s _ RATING & FOR SPANS PER 14 12 10 9 i8 e B I- 12!B a 43 4 3 - _- 7 7 7 7 5.S 4 - _ s S S S S SCHEDULE �I3. SHEET 11 14 12 70 t l a a 8 - 12 11 75 1 8 6 75 - 7 7 7 7.5 B 4,5 - 5 5 S 5 5 43 I- 14 12 10 9 ! D - - f2 01S 73 6 5 33 - 7 7 6.5 5 4 S $ S a 4 7 14 12 ,0 9 f!e 14 112 10 9°i a- = 03 E 6 - - 7 7 7 a 5 SKI- - a 5 Is 5 5 4 3 14 12 10 9 8 6 - - 12 10 8.5 5 4b - - - 7 7 7 6.6 SS - I- - 9 5 5 S 11 14 - - 14 1T 10 9 B e - - 12 10.9 7 5.5 43 3b - 7 7 33 4.6 7.5 - j 6 5 5 4b ].5 - - 10•-0"14 12 10 9 8 12 71 eS D 5 33 - - 7 7 7 7 7 7 4,5 5 a 5 5 a 5_a j;5 14 12 f 0 B. 9 e - - e.3 7 43 &5 S - - - 7 7 7 8.3 45 - y}-� 5 6 I S 5 43 35 - 14 12 tU Y 85 - - 12 8 6 5 4 - 7 7 7 8 S -1- 6 5 •5 143 3 - I- 14 72 10 9 8 e - - 12 95 8 5 �41J L�L� 7 17 S 4 S - - - B S 5 4 33 1 I-_ 14 12 I10 9 e 8 _ - 12 10 7 53u - {- 7 7 7 ,7 7 7 SS 5 5 5 5 b {3 S L,4 ,1 10 B B ! - - 11 4 3.S .�- 7 7 6 1 S5 4 y5 6 s 5 4s HV BLADE ONLY 14 2 10 9 e 8 - - 11 a IS.a 4 I- 1- 7 7 7 SS 4.5 14 12H 9 8 - - - lb eb 5.5 4.5 33 - 1- I- 7 7 4.5 3S - -- - - 5 S 4.S 3b 3 14 t2 E 1-2 93&5 6 4 3 - - 7 7 7 7 7 a 3 - 3 6 9 5 6 5 414 129 B - - - e 6 4 7 - - - - T T 5.5 44 33 - - - S a 9 &5 414 f 29 e - - - 10 73 3 4 - 9 7 0 5 5 9rttf 3 4 - 1- 14 17 10 9 D - - - OS 8 S ♦ SS - 1- _-_ 7 65 j43 .55 - - - - 5 9 43 S.5 ] - - - 13'-0'U 12 10 9 ii - - = i3 B3 8 4.5 33 3 j- 7 7_I 7 7 7<57-- 8 5 a S S 5 4.5 JS 14 12 .iD 9 B - - - 7 6'.S 7.S ]-- (- - 7 7 15 4 3 - - 5 5_5 1 3 - - 14 12 10 9 B - 9 1 77 45 75 - - 1- 7 7 55 ;A - 3 0 4.S 4 14 I12 11010 73 S 4 3 - 7 a 5 5 4 3 - - - 0.11 12 i16 e - - - - 05 8 5.5 4 ]3 - __ 7 7 7 7 7 4- - 5 S!9 S S 4 1 3 N /2 l0 9 - - - BS S 3 - - 5 I35 - = 4•12 ID 9 - - -B'S IEL6 4' -1- - - 7 7 81 4 S 3 3 4 r 11 12 10 - - 9 17 43 3S 3 1-' - - 7 5.!331- - - - I- 5 5 3S 3 - - 1- - 14 it 10 - 10 73 S 4 3 - - - 7 7 7 7 7 3A = 5 5 S 3 5 9�T< 7 N 12 10-_ - I- 6 45 _] _ _ _ _ - 7 7 aA 3 - _ _ _ g..5 4S 3,5 -1- {- - f4 11 10 - - - - T- e 6 4 - - 7 14 12 10 _ - - 8.5 4 3.5 - - !_ 7 5.S 7.5 - - - 6 15 14 12 YA 7 4S 33 S a S 5 43)33 14 12 110 10.3__ - I- 8 1`5 3 - - - - - 7 4 1 14 12�10�-�- - - 1=75 5.6 75 - - - - - 7 7 4.5 1- - - - S �- - 1�� RORIDA BUILDING CODE(Non High Velocity Hurricane Zone' . ```1y1u�1�(IIi• �j•-r777,'' 0202011LTECO.INC. @2020 EASTERN METAL SUPPLY.INC. oy, ,� AA !r ,, BERTHA HVTM P ��cEN F J� ` IL E G O A1L+<S.�L■�I. Accordion Shutter System ' Na.44167 F.v RADE�It W/OR W/0 Kv WNW#GLADE / ✓)/✓� T1LLiT TESTING& ENGINEERING COMPANY AR16IfCan Shuffer Systems M H DrstwrlloR DAYS owu1N B7: MP �'• STATE F / � USA KW.Sam.st.Ste 303.WGINIA GMOWS.nOM 331E Association, Inc. I OLD 17-107 /2/202.ORB 7/2 2020 %'f�'•• ( rt o:(305)871-1530.Fax:(305)871-t53t 42r78 Westroads Drive 2 �D�•. /�(ORI �. a-man:UWC000.1 m West Palm Beach, FL 33407 3 DRAWING No WPLIER A.Y0.UT Jr.P.E. 4 FIOAID,Ch-CO 7144I67 5 20�1 64 .� `afu 111 H SEAL/SIGNATURE/DATE 6 SHEET OF 20 MAXIMUM A.&D. DESIGN PRESSURE RATING (p-s�L)AND CORRESPONDING MAXIMUM ANCHORSPACING ('L) SCHE ILL F FOR A GNEN MAX, SuirTTER SPAN, NEGeTNE AS.D. DESIG PRESSURE RATING AND A f�RESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16&17). SOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN N o. SPRUCE PINE SPRUCE PINE / 1/2' MIN. COX 2 W!MIN.G-055, FIR NORTH FIR SOUTH DOUGL S FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD e��Ct%_%R W/ W/MIN. G-0.43 W1 MIN. G=0.35 SP N WALL MOUNTINGS CEILING MOUNT T WALL MDUN INGS CEILING MOUNT T WALL MOUNTINGS SUNG MOUNT T M. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W& X W& X P & 0 S&Y S&v S&v SCOMUNORERflSF MISCA1) 09m NM51lB3mE ont.J .m71�1 R7311R:ale(4 R4A 18IFAL t10BId mc(� ®a1�ffift�(c RCIc(FIT D9O1�A11TA.1E�R71C(Ffj •®N9cLE3ravH&Wc(Edf .D9ta Ni10s RE59ff DLnc fpI 7;01L9R�AMRFSN€BFP".(I�7tD R9>t l'�E{p@WF10a5(,�: J-w 0 40 60 75 90 0.5 30 40 60 5 90 105 30 40 60 75 90 05 30 40.I 60 75 90 05 30 40 60175 90 .O5 30�40 60 75 190`105 30 40 60 75 90 05 3D 40 60 75 90 OS 30 40 75 90 05 30 4U 60 75 90 .05 OR12 1D 1019 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 fi 6 6 12 10 to 9 8 18 6 6 6 6 6 6 6 5 l 4 4 4 3 12 12 12 12 72 12 12 12 12 12 12 12 12 12 12 12 12 12 ' 12 10 70 9 8 8 6 6 6i6- 6 6 12 10 10 9 B 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6_ 8 6 8 5 14 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 72 12 ' 12 10 10 9 B 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 B 1 7 fi fi 6 fi 6 5 6 5 4 4 4 S 12 t2 12 12 72 72 12 72 72 12 12 12 12 12 12 12 12 0.12 10 10 9 B 65 6 6 6 B 5.5 4.5 1210 iD 6 8 5 6 6 6 .5 4S12 10 f0 9 6 3.56 B 8 6 15 4.5 6 5 4 4 3.5 - 12 12 12 12 12 112 12 72 12 12 12 12 12 12 12 12 10 8.5 ' 12 10 10 9 6S 4 6 6 8 4S 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 .5 - 6 6 6 5 4 3S 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 112 1 . 12 12 12 05 8.5 7.5 ' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 35 - 6 5 5 t.5 3.5 3 12 10 10 4 - - 6 6 5 .5 S 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12•11 9.5 12 12 1.5 9 7.5;85 -_12 10}10 S 3S= 6 8 5S .S 3.5 J 12 f0 9 4 - - 8 8 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 B 5 3.5- - - l2 l2 12 12 12 0. 12 12 12 1159.5 B.5 12 12 10 B .5 .5 ' 12 70 7.5 4 - - 6 6 S 4 3 - 12 10 8 S _ j- 6 6 4 T.S 3 - 12 10 3 - - - 8 6 _4 .5 3 - 6 5 - - - - 12 12 k5a 9.5 12 12 12 :0 8.5 .5 72 12 9 7 6 5 ' 12 1O 55 - - - 6 6 4.5- - - 12 10 4S- - - 6 5.5 3.5- - - 12 10 - - - B 5 4 - 6 5 - - - - 12 12 S 12 12 t2 9i5 8 17' 12 70 4S - -j- 6 8 4 - - 12 10 3.5- - - 6 5 3.5- - - 12 10 - - - - 6 5 3.5- - - 8_ 5 - =12 12 �8 72 2 11 8S 7 6 12 1.57.5'-12 10 - - - - 6 6 - - - 12 10 - - - _� 6 4S - - - 12 7.5 - - - 6 51- - - - 6 4.5 - - - - 12 12 7212laBS 5.512O' S2 10 - - - - 6 15.51- - - - 12 7 - - - - 5.5 4.5 - - - - 12 7 - - - - 5.5 4.5 - - - - 6 2 12 6 12 I2 9.5 75 6 4.5 12 9S 65' 12 - - - - 6�- - - - - 12}- - 5 - - 11.5:- - - - - 5 - - - I- - 8 - - - - - 12 12 1 . 4 12 12 B 1E 5 5 3 111..5.95 5.5 V n HV BLADE OR (1) HV BLADE W/ d�) NV WINDOW BLADE WORKING IN UNISONV .518 UY?ggNS Or uSE FDR BLADE©ON SHEET 19 }NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL 8E AS FOLLOWS: M SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G.0.53(ND3) -1/49 TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.BUILDER W/MDeMUM EYABEDLENT AS INDICATED A7 -DOUGIAS FIR W/Ga0.50(N.OS.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/C-0.43(NOS.) E%CEPTIDN:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/C-036(NOS.) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CM49M OF -WN.1/2'COX PLYWOOD(1986 APA) IAO SCAEW'S AS PER NOS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE DWALLED FOL.OMIG ALL OF 1NE RECOIDA I1ATONS AND SPECIFICATIONS OF THE ANCHOR'S M NUFACTUREIL FLOW BUHING CODE(Non High Velocity Hurricane Zone 111r1( 11/IA'' 02020 TLTECO,INC. 02020 EASTERN MEFAL SUPPLY, INC. ��,..... / BERTHA HVTM '�,?`'• EN - �S S■A■ Accordion Shutter System ,� No.44 fi7 H,K MADE#1 W/CR W/Q RV VWNDOW MADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems ,x DESCRIPTION DATE DRAWN Or M.P $ * - 6335 N.N.3404 A,Stv.303.v3e0wA G1ROE719,naMIX 3316 ASSOCIOfIon, Inc. 1 OLD 17-107 /2/ OATE 7/z/z0zo :.o; STATE F Phono:(S05)877-1570.Fm:(JOS)871-1531 4268 Wfistroods Drive 2 DRAWING No ";�O ROR P.♦ �`' "aD`5�6cC0coo_n Wes Palm Beach, FL 33407 3 QO-164 \\�`��EAL/SIGNATURE/DATE WFL�wALk-j 4416E 5 SHEET e 75 OF 20 f i INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & HVe BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS.INTO woon VITH HV BLADEONLY SHALL -WALL FINISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN-PRESSURE RATING, SEE SHEET 19 FOR AX SPAN & r--1/4'0 TAPCON OR A.S.D. DESIGN PRESSURE_RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON i •'�� TAPCON WITH ADVANCED - - - - - 1 / •�<�- I ::i THREAOFORM TECHNOLOGY '—J- 1/4 0 TAPCON OR ( W/t t/2•Min.PENETRATION ✓ x , TAPCON WITH ADVANCED THREADFORM TECHNOLOGY -T---- - i--- r OF THREADED AREA TO / _> > //-W/1 1/2•Min.PENETRATION OF THREADED AREA TO EXISTING 1 I �, EXISTING W000 HEADER. ���.__S_ 1" ; t WOOD HEADER.(SEE SCHEDULE ON SLEET 15) 1 " '' -(JOR tf/y 1 ry ON (SEE SCHEDULE ON SHEET 15) 01 1 4.O-2OY3 4•SS.MACHINE 1 Sl2EAJ1£ON(91EET 1 18 scRExs w/,/<•-zo Nuts n SHEET 19OR W \ I 1•Mtn• O 12.O.C. 1 ON SHEET 19 FCFt EXISTING I BIADESO&Q I I •' Lll1[lttl -; % EQ� 1 GUISS--7 I ti WALL-- — FlNIS" II ii 1 Y�-0PDONAL �-1 f_•��� '�i; , _ II-J�'�''"�•T &AILL 11 I a —i1LriUTStU EIOSTING MIN. I '�- I L-27A4•WOOD 1 "--- V' HEADER REQUIRED LJ DR�� I •IX%SRN WOOD �11 J' 1 ` \ \ I HEADER REQUIRED 11`` 1P if 0 TAPCON OR TAPCON WITH ADVANCED oasnNC Z gp,L SEP/RAlION ( 'I I I 1 11 L l `t L', L_THREADFCRM TECHNOLOGY W/ t 1/2• GI�-•B TO GPM(�E 4 I I --Q 1 i` C DOSTING WOWOFFAOE THREADED AREA TO �'--SCHEDULE ON�fET EX..G U'"! MW.SEPARATION TO GLASS ,!', 11 , (SEE SCHEDULE ON SHEET 15) ION SHEET FOR FOR ..._1 GLSer� (SEE sCHEDutE ON SHEET 11)..�._•.F' __ '1I I (--YYa•CONT.SILL fl_ TRADES 9&® .-. I A .IL I I •.------- PLATE REO•D. �7 �N HV WALL HEADER INST HV WALL HEADER INSTALLATION (O HV WALL SILL INSTALLATION O ALLATION EXISTING __ .__ _- -. T MM.SEPAAA7fON TO CUSS " 1 -t 1--(SEE SEPARATION TO GLASS GLASs—ZT"'--- -- -1 - , 1 _.,•� EXISTING -(SEE SCHEDULE ON SHEET 11) F7a5nNG - x v NF-� MIN.SEPARATION TO CLASS 1 I t`1J /;• (EE SCHEDULE ON SHEET 11)-` WOOD PP fl(�SCHEDULE ON SHEET 11) O + I I GLASS---i REO'0. 2 1/a•o-zD,3/a'S.S. e gn 1/6•0-20x3/4•S.S. I MACHINE SCREWS I \ MACHINE SCREWS W/ .I. I USING 1/4"-20 NUTS .I •I, i r.�Y7ALL 1/4•-20 NUTS® 12'-. /. _ ® 12.O.C. I I FINISH O.C. I I I( --I :•: \ I f QCR1S L `•''.'-c,- `l i t °"� I OR 1 ..,� 2 a4•CONT. WOOD PLATE ,I I `•` _ ', "1tSt 1U11:1 It .1- �EO—I REOD. I 1 iltt } W t_ ,N %-EO--;-EO g i _ OR TAPGON II,'I1 II -.: ,1 7-f . Ei tl WWII '�\ THREADFORMN TECHNOLOGY WO/H 1A 1/2" l•J _ 111 Min.PENETRATION OF THREADED AREA TO ` }.{t 'L ' �� II{ .- N SILL PLATE ,�'� -- EXISTING,MOOD HEADER. 1/4.0 TAPCON OR TAPCON YlRH ADVANCED I't �' I II, �J:. I � �Ir ' • ��', - !� I THRFAOFORM TECHNOLOGY W/1/2• L..i lllllllll _ 1/4.0 TAPCO OR �Q¢: 1 RED D. I - (SEE SCHEDULE ON SHEET 15) •1� III ` _ lI TAPCON WITH PDYANCED 1-SEE SHEET 4 FORTYPICAL Min.PENETRATION OF THREADED AREA INTO PLYWOOD I f 1 WALL FINISH (SET SCHEDULE ON SHEET 15) EXISTING MIN.2•><4• 1/2•NIX.CD `\\ THREADFORN.TECHNOLOGY SHUTTER ASSF116LY. _ 1—L;•_:�_ e _ �� 17 STUDS 16.O.C.MAX, PLYWOOD RECD. \ W/1/2•Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE ` •. 1/Y MIN.COX PLYWOOD REO'D. WALL FlNI --»THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO t REO'O.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION -EXISTING MIN.2 z4"STUDS a 16.O.C.MAX-REO'D. ATTACHED TO STUDS IN - PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH - WITFL 5EC110N 2308 OF 7HE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE ATIONS OF USE OF ©HV WALL SILL INSTALLATION F.B.c. BLADe a oN sxEET ss RoM BUILDING CODE(Non High Velocity Hurricane Zone' ``g�1 1)11111(( 11 ®2020 Timm.INC. ®202D EASTERN MLTAL SUPPLY,INC. BERTHA HVT1.1 C Q �N� Accordion Shutter System No.441 - A. ■�■ KV AlADE#I W/OR W/0 H,v WINDOW MADE � y'.y TILUT TESTING& ENGINEERING COMPANY American. buffer Systems V.N DESCIUMITIN GATE DRAWN BY_ UP STATE C, l ` � 63M N.W.-,In.SL,St..3OL VM=Lq GARDDs,FLORIDA 331 Association, Inc. 1 OLD 17-107 7/2/mz OWE 7/2/2020 �1•. 111:(305)871-153D.Fox:(303)671-1531 4268 Westroads Drive 2 DRAWING No D,e[p F�ORI� ���� e-mR`:UR...ft.1 m West Palm Beech, FL 33407 3 0006719 •,,`-Lr'••••••••• w\c�`�.1 WALTER A. T 3r.P.E. 4 20-164 DLU lllilllS�ONA�. t�� FLORIDA U.0 u167 a SHEET OF 20 umuun'P SEAL/SIGNATURE/DATE INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & fi HV_* BLADES (AS APPLICABLE). MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV SEKDE In ONLY /--WALL FINISH SHALL BE LIMITED J 105.0 psf, A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE(D& WORKING IN UNISON 1/4"0 TAPCON OR 1 EQ EQ---2"MIN. TAPCON WITH ADVANCED 4xB'(wn.)EXISTING / r 1 —1"` —'� .i mil` j i THRFADFORM TECHNOLOGY WOOD eFAM REQUIRED. - 1 .-EDGE(IF APPLICABLE) W/1 1/2-Min.PENETRATION STRUCTURAL ADEQUACY --- 1%4'0-20x3/4"5.5. OF E7N5TINC W000 BEAM /1 1 r '— OF THREADED AREA TO 1" PHILUPS TRU54 S-S- J i A_ DUSTING HOOD HEADER. TO EIE CERRFlID BL' J _.-____ ._._ (SEE SCHEDULE ON SHEET 15) I fin'' MAC7,INE SCREWS REGISTERED ENGINEER OR'/ .�• EXISTING WOOD r I _Wf 1j4 C NUTS SHUTTER I PRIORSTALL TO --EQ�^'/T--EQ-..' ___-%� � TRUSSES OR EO.-.EQ✓'' ®12"O.C. SHUTTER INSTALLATION. 1 )') 1 2'-.•¢ -1/2�--___._ RAFTER®24' •{f ,: I 19 I 'III O.C.REQUIRED j' 1/4"0 TAPCON OR 1RtlrijiT - --t 1 OR 15 TAPCON WITH ADVANCED i'�( �11 I/ �% / -3 aSTING. FFrr t'_ it _.257" THREADFORM TECHNOLOGY Max. OF 1 112- TAR PENETRATION / 7r / /" COWL I}v��l�3�ILI `OPNOWIL If -.i EXIST]THREADED HEADEN. `E01,�rEG-! /14x3f4_ r"EO• �EO-+ ;� ,i��6063-T6 ALLOY) M.TUBE f rl I /�1 S.MS. -lll C I {il F-^•� t I (SEE SCHEDULE ON SHEET 15) i, Or Q Or 1$® O.C, i -w � _.l,�` -' 11 Or 13 OF 15 �PH 1RAF EROR TRUSS TO •f II�J�Jrj t I TE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD L.EXISTING MIN 2x4" I 1 -f MEMBER,(2'Min.NOMINAL DTISnNG=1� HEADER REO'D I -• I I - T FACII_ CLASS I._..-...-__ MIN.-SEPARATION TO GLASS I , STUD TOOPEN ROLE •. WIDTH)W/2"Min. -`—(SEE SCHEDULE ON SHEET 11) EXISTING I PENETRATION OF THREADED GLASS--, i 5/16"0 LAG SCREW M I AREA VAUD FOR I I AT CENTER OF TUBE. If�(iD�t( INSTALLATIONS WRH 72pst +/�-` I un SEp� I I MAX.A_&D.DESIGN LOAD AND QS HV WALL HEADER INSTALLATION ! maAss(� °°�'"c I mo + 9•-0'MAX SPAN.THIS .�1S1�fDR E9 m� _ I CULSS aT I INSTALLATION IS ONLY VALID I ON%w to Fi17 ! 1 OR tt 10it NTNILE®a,p FOR WOOD%/MIN.SPECIFIC NN SNET to fOR GRAWtt OF 0.50 AS DOUGLAS I U15Qg® ♦ FIR OR SOUTHERN PINE No.2. t6-SEE UNTIEET 4 FOR TYPICAL SIIUITQN 0.95CN0LY OT NV CEILING INSTALLATION OR EQUAL 4-SEE SKEET SECTIONS PAIN BE UTTER to -1 - -V OR OI ANY WAY TO SUR ANY INSTALLATION. � ` I_ _U,}HV CEILING INSTALLATION -----._ Iljf WN.SEPARATION TO CLASS I _ I I m aAa(SEEw y -lr/OR®♦ MIN. (SEE SCHEDULE ON SHEET i1)�-- I I I EXISTING '1 t�EexxQD TO I SEPARATION EXISTING C' I � O SHU tGR I (SEE SCHEDULE GLA55-� 1 1 I \ i ON SHEET 11) I I I I NNc � I I i t I Q 1 FINISH) LOCATION 7/B i YIT. E)ISDNG 1 i YASHEA HEAD'TEIC HEXp I I —� I f-21x6•MIN.WOOD M Nox. tir I DECK REQUIRED L-1�:•�ii.;:r'�51`'`✓ '13 OR 2`x6"WIN.WOOD-�, _ ^- 0❑ SCREWS®12"o.c (NO FINISH DECK REQUIRED NO - ALLOWED i � ,L:•^ _ } FINISH ALLOWED) -- F1JCE -- S:Itll)ll\ll1 19 I j EDGE OF DECK'- ^-- - 2�y � J OF ,S_ l _EDGE OF DECK _EQ�.cQ._ IF APPLICABLE _ �_,.c __`_ d J 1 I { - �-_": -• - DECK IF :�- - IF APPLICABLE /' •s\ 1 4'0-20xJ/4'S.S. APPLICABLE 1 a'0 TAPCON OR n.�I•PHLLLLPS TRU55 HF1D ' ? 'y 12x4"Cl7NL l [ TAPCON WITH ADVANCED MACHINE<OREWS L1� - 1/4"0 TAPCON OR TAPCON WITH ADVANC -''_- --' P�� I THREADFORM TECHNOLOGY W/1/4"-20 NUTS 1 q 0 TAPCON OR TAPCON WITH AOVMLCED THREADFORM ! TNREAOFORM.TECHNOLOGY W/1 t j2"Min. --- Wf 1 1f2'Min.PENETRATION ® 12"O.Q. /- -__2"MIN. "'.I OF THREADED AREA TO TECHNOLOGY W/T 1/2'wn.PENETRATION OF THREADED PENETRATION OF THREADED _I •1 •, !(, ,!P'_ll \'-EXISTING.WOOD HEADER. AREA TO DUSTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) AREA 70 EXISTING WOOD HEADER(SEE (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) VV HV -WALL SILL INSTALLATION ♦S of pON SHEET 19 FOR WO HV BU FLORIDA BU FLOOR INSTALLATION HV WALK—OVER INSTALLATION ILDING CODE Hon Nigh Velocity Hurricane Zone ,�,•�"e ` 11 Ut1 w,T 02020 TILTECO•INC. @ 2020 EASTERN METAL SUPPLY,INC. A .:.. /T�, BERTHA H1/TM �(, EC O �a�. �,Ses,�� Accordion Shutter System ` No.441 7�': = ILv eroE1 w/OR w/o FLv H1PUVN 6LAOE Tk * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EY.H DESCRIPTION DATE DRAWN BY. MP Z-o STATE 0 I w�` 055 H•W utn.5L.S-303,VIRGaA GAIDOW Hnmw Milt Assoclatlon, Inc. 1 OLD 17-107 72/202 we 7 2/2o2o Ph..:(305)671-1530.Fax:(3D.5)871-1531 4258 Westroods Drive 2 " e-marCA=67ad.com West Po!m Beach, FL 33407 3 DRAWING No P.E.wA 20-164 �•�,,�LS''••••••••• `Ca AST I.TER A.nLLB J�. 4 NA SHEEP AipA/S i011 p���`SEAL/SIGNATURE/DATE noRla L< /44167 s e 17 OF 20 END INSTALLATIONS n HV BLADE OR CIA WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'A••11 . "seas M. Y,••UK moo Y000 SNim en++\\ \ \ �, ~ ' I/PI TAFCOII j Sum MQ'& 2•,••WL i/ i//i/!//-_� _ (AS AFPIMSM �1 / \. /(Wy IN Oid1 O I :, /\ ! J !!/i'1//.'• 1ti.1\ /' /1 (AS APNPABLE) snas Swx O'oH wro •/ � f 1 'f �`7 // I t �w R w/UKI__ \ � L'`` \� / �-•,,1 ` / 1� M1! FWS-I 'f v i�- '/ PENLTRAIIox I 1 /' { I. v tRast FpsnNO OAS. Ot t h P1Oit7t000 vC01rm f j _1 /�� '� '`. Dnsfmc cuss Dxf,. I ` --fASWO CLASS x ` - P-•oosnNc GLASS ?�,via3� — { I/2'�,r W SEPARATOR 4�_5.= t ..; `-1/2•YPt.COK o:: u•^,.'t _1 T...� 70 alR(gE _ w am(4E ID Co.gE to aAs lgE PLToocD. SamEE ON aaEi � - - SaEAAE ai 3ffi sOmtllE at 9B 1/181]•Y.k.-� / f f fm 9IOEmAtO =`-7-:. SALE a SQC t/p- tl fM.ID.0 11 RR eAO:Q:E+O 1 G (SOW Tc CCEE. "f�n•t.tl C'0, W Sea 19 Fdi �/ Il fa aAac mA10 , aAu�sm `� Afla.ctnscfl aazaw., I!/e55mtljA rut ®y® f �i°T9 Alm. (uCAIE IQ I �I r Ot8 a1C. hie Ceue•-/ / __�_ --- I (Wa-n AY011 Ai Y0F1Ort •�. 1 I. 14✓' I Nowt/2'sus m•r � � 1 �v.•.vsmn u�acr�m I ! 1�j OR�r I il1JOR�� sec on.�.z Tau sroE atMEam j /j SEE DETAIL z raR ;7JOR Sry� M 1RACIR 1 .�{� sm GNOMON Ed`� ti -fs-Ce�•OO 4- SUE tUNIE490e1 t.®-e9-o•o-o'er` •Q�- To TRAG6 1 •Q'�-©•e'.�'�j•�- m TRACE I -(-0•( O e t ®- C}S�-Q�i®-©•®- e0- -0.06 . O O !�-©•OO•Q�- a-®•i4•0.0- ©OO ©•O t0 134 €F il•®13•aO �•®-Q•�•-0.0- OO.OT•Q�•U•TO•®- Q1•(A-®•�•Q�- ®•Q$-QtD•(�•d;$•0 END CONNECTION DETAIL ® ® END CONNECTION DETAIL Q END CONNECTION DETAIL Ci END CONNECTION DETAIL 8Q oosnEa Ra2ucun a�Rx EO!SPUEs cEvmE,tax tr-a• Y,A•IaL tWW .t/•ro r EooR AMCIWS I/4b T7 ARO1045t /f0.1/2•iYS.- •— _— -'-•_( suns REO'Oj N//I/2'10L B/t V7 YTE. Ote O.C. ' aascuc aAss I (rEREnullaE o 12•O.C. EFNaRO.O/o 101D STAIUM a ♦ SEE UWATIONS OF USE FOR t----=- — -!L _ • 1 r etB+. SA axsmz 'a!-- C4:". BUIDE 7A ON SHEET 10 YY SEPAROa1 \\1\I\.\ 'J V/ ! X.` i •11 FOR OLMOA•D i 10'OASS(SEE I /1 I -UA—M(tB itR �'� -_-.-• 11 FOR W I.Eosmr ---- � �� 1 r yy> ION w It fmOyR�( t/1•ui�li, I u i 1!l Z� C7—* ut�R I- -,I \ � / / :11 OR Zb�:- .._ -;— � •�DIE®CR�OR �,�11 + (�•Oi®Cfl�CR� VIEW Y i jr'�?,•Q•!oi•f�•o°,RV`f'�-•• YELL fQaSx 2:••Y(N. wuL . ©••�-Q'o•0- PLAN I_l'�J•®'l%•l�!••©•'lY• sWS REO.O E,H®E -�•®-®•®- 0- ®•�,-�•�-o•©- a�•�-®"ago•®- o -®a•�sDETAIL X END CONNECTION DETAIL (13 END CONNECTION_DETAIL 2 RORIUA HULLOING CODE Non High Velocity Hurricane Zone \�Q��•••••,.•••• /�•//,,' 02020 TILTECO•INC. ©2020 EASTERN NEIAL SUPPLY,3,1C. ` BERTHA HVTM ,441E = �� E C o ,,,�. A.S■S■As Accordion Shutter System No *' :--` H.v elaDE#1 w/OR w/o Itv WIrmoly eIAOE �:• STATE OF j�. /dam! TILLIT TESTING & ENGINEERING COMPANY Ameflcan butter Systems EV.M DESCRUMON LUTE DRAW BY: UP �d0�lA 8345 N.W.781d 5L,sles xs,NRGTNU CARDFTS.Mfau 3]iS Association. Inc. 1 OLD 17-107 +/2/202i DATE: 7/2/2020 At0R1DA Ihae:(JOs)87f-1D70.Fa :(JOS)871-1571 4268 Westroads"OMve 2 DRAWING No �i,F' ���1T ermml:ult...0.oi.wm West Palm Beach, FL 33407 s 20-1 64 ' /gq((npg11 LOROA U..j u07 a SHEET P.E. SEAL/SIGNATURE/DATE s 10 F 20 `'111,°�15°'�7 •MEMO �IyRA7lGMS AMD CONII(�(QNC 91F USE FOR B A ©• 1 C17HV ffiAOE WORKING IN Y Y' IU7� UNISON WRH HV NRNDOW BIA 0 1 Y 1,WUL A.S.D.DESIGN PRESSURE RATING:+110.-110 paf. 7 •I 2.MAX.SHUTTER SPAN:BE' 3,ALLOWED OUHRNGS ALW0..TT.US&W D. SREEIS 16 1177 e.7:AS WELL AS ERLY D 11 A�SYM®EIHIGV(8 OR�PPOSPIGRUYO .SINS CJSE OF OPIPOSING (M INCLUDED ONLYO�®� — � 1 n nn n y� WE OF TYP.EA.END ..._ • • ♦ • ♦ ♦ r♦1 !•t • ( \ ( 1 ! \ 5,(A)W WINDOW®E 10 SHALL ONLY ALLOW A MAXIMUM OF B OPENINGS ,4 U1lI I,V! U 11•C/ 11e.41 (30 HOLES)FOR PER DUDE AT SPACINGS SHOWN ON SHEET 4. ALLOWSWATOW BIAOE y OF ANY 3•0 HOLE FOR®SKUl BE 12 ALLOWED AT HY® N • ♦ ♦ ♦ ♦ (B)MIN.CLEARANCE FROM lOP OR BOTTOM EDGE OF HV WINDOW BUlDE (C)FIRST OR LPAT BODE C014NG OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE W w • , , (D)HV YANOOW BLADE 1(I�MUST BE USED ALTERNATE TO A SOLID NY BU1D OE t THROII I _liGHOUE SHUTTER'S WI01H. a ♦ A ♦ ♦ • ♦ ♦ - i �� I1gi�3 , , 6UDE 1 AT ERHE IIES R SILLL DE OFATM�BE INSTALLED ApUCEHf TO A SOLIDI HV SEE END 1 a (F)POLYOARHONATE W WINDOW®SHALL BE INSTALLED 50 TABS FACE CONNECTION ♦ ♦ ♦ ♦ ♦ ♦ 2 THE INTERIOR OF THE OPENING BEING PROTECTED,HV WINDOW MUST BE DETAILS ON SHEETS 10&18 IMP. BgB � ONLY INSTALLED MID CACHED USING A FiV 5£TDNO TOOL PROIAOED BY ASSA. FULL HBGHY. I j;bR INC. } `A 'J � SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME iTyp Typ - 44' BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES y 1&2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED •1 r CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY I ( SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOYE). S.MINIMUM SIPAR47ION To class SCHEDULE PER ASTM E-1Bss: O H Lis�TYYPP TOP FLAT' TWU REQUIREMENTS) f �-�. � W '--t 2'�+®°P 4,:J•(� WIND Z ONEE MINIMUM SEPARATION TO MASS --_--•..—..—.--_..._._^____.LNUId[IED WIDit4-----� 3 1• CLISRNG GLAss-.I ELEVATION MIN.59xunaN TOGIAs 1 THRU -1=SMMUE ON SIM 11 TOR FIAq(D _--___----_--------L_ ��__''� ITID ON TIM SHEET FM BIADM(D&@ 4) © TYP. ERMATES 27 d l35'•- W/ oR� W/o (S NOTE 4 ABOVE) PLAN j TYPICAL ') HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (AI SHUTTER* N.T.S. II FLORIDA BUILDING CODE Hon Nigh Velocity Hurricane Zone `````,L���1i 1 f1F• B�i'♦r' 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. .- � •'�,tcEN ••:� A S � A BERTHA NVTAI No,44f �T:l�—R O tHo. , . Accordion Shutter System * 7 itv awEs w/OR w/o itv varmv aaDE d; � 'nWT TESTING& ENGINEERING COMPANY Amerfon Shutter Systems EV.N DEscwPTTaH DATE ORNAW BY: MP 9 STATE 0 GM RW.3510.s1.,S1a 30.VIR00A GM01EN5,11OIW 33161 Aeaoctatton♦ Inc. I OLD 17-107 /2/zoz DATE. 7/2/2020 O'• F Ph.o:(3O5)B71-1530.Fox:(305)i71-1531 4268 Westroods Drive 2 11•'• eon(0 •���� a-TiWI:vltemOooLeam DRAWING No 4 FdA �� CA-0005719 West Palm Beach, FL 33407 s '''♦♦�♦AAs'� ni nl G L,•� WFA TER ITT/ P.E. - 20•-164 �. SEAL/SIGNATURE/DATE B SH19 OF 20 11//2NI A GORE iM;� uaa;- ; INSTALLATIONS W/ HV BLADE & HV CENTERMATES -1200°•M�'r Mln.C-60 CALV.SIE0. I ' .?x..;•. 83•' , METAL SIDS AT 16'O.C. W ...;�,.;, ,•--43b - INTO METAL STUD WALLS * mho© L 1/4"g NOMINAL W ' -.-------- 1f2• l / q5 S. •3g - * GENERALN LIM N CONDITIONS-0 USE ® ALUMINUMS EVE �` l ��- EQR BERTHA 1 HV BLADE ACCORDION SHUTTER _ 43c 430 0 f2 6063-TSALLOY 13/4'x 61/4:x a03s-THICK mi.l /'- �i t I IN s SYSTEM INSTALLATION TO METAL STUD WALLS CONE.CALV.STEFA.T[TACK CHATOT0.,a 6.O.C.! 0 6•D.C.': � �,_•_,.3.000- asTM A-653 GRADE 40 Mn.C-60 j SEPARATION TO GLASS SCHEDULE N M� GALVANIZED FASTENED TO s11X1s 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) w/(z)frol/2•TEK SCREWS ON (ExSTINc FINISH 39 INRETI!OR&FXIEWOA FACE I AS APPLICABLE '' ' ; Q a 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM r ASTM E-1996 SEPARATION -43c LENGTH+ i MIN.SEPARATION i 3. ALLOWED MOUNTING:@ ON THIS SHEET. TO GLASS EXISTING GLASS----1�_ TO GLASS I � ® le d-2-w" BOLT (SEE SCHEDULE) 43 h • 4, ONLY�CENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1 WITH 21 ARRANGED A METRICAL LAYOUT. MUST PENETRATE 43c 1" •1 O 0 USE OF {2) 3 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4' i i T,e-- 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1.373"-L 1 3/0.'a 6 1/4'x O.DA•TNICK tr.l EXISTING FINISH I a 250"TF .050• a mNr.ca.V.sREEL TRAat cNANTsz.; AS APPLICABLE ,�' ,;, CENTERMATE. ASIM A-653 GRADE 40 Min.G-60 , ,i ' -..1—_.__i GALVANIZED FASTQ7E0 TO STUD$ W/(2)AT6x1/2•TIX SCRM GN , y 43c \ 5—•43a p+�5. ,INTERIOR A,'EXTERIOR FACE ' .0 g 1/4'0-20 THREADS , '1G 6.O.C. 1.O 6.O.C. BLADE SLACK DETAIL HW IS ALSO VALID FOR 43C 1.L4"9 EL.CO CONSiRUC110H 1/2' CENTERMATE 21 APPLICATION W(iH BLADE 1n PRODUCTS FAB-LOK HD TW1�% 12 ,6-. 11/2•.0.035•THICK � � :='i ®s O.C. - COMPONENTS M.M.ASQ4 A-S53 GRADE 40 i-,• W.G-60 GAUV.STEEL T I MS WALL HEADER/SILL INSTALLATION EYJSV 0 FINISH AS APPLICABLE SCALE:3/8•- I• METAL STUDS AT 16'G.C. 7fin. (iYP.TOP&BOTTOM) , _ _ _—,_ ^__ _ _.,._—.—..�———._-_. 1 _ .. 1 3/4'x 6 1 4 i 0.035•THICK Min. CONi.GPLV.STEEL TRACK CHANNEL _ _ .....:....:.. ....� •—_ -. _ _ —• • —• —— GALVANIZED FASTENED To STUDS ..:..... .. i ON �":.....r....EXISTING GLASS. (z)g6x1/z TFX sc4Ews 43a 436 43c: :.,.I j I t. , .. MIN.sEPARarioN vawEs. IMEHIOR&EXTERIOR FACE I.•• Y -CENTERMATES W/ { I•: CENTERMATES W/ :I I To cuss 2 ! : i 1.,. ,:. ..I ,^.:'• (SEE SCH ; EDULE).'?,MGXI,.•G•I I '-"I I..:. r,':`:r: . : EXTERIOR ACCESS SIDE :-.:..:,.: --B•(TYP.)- IN 3 (6„Min.) � —----- -----_- 42 - `-- -- -21 /�' ' 21 — 1-21 t 21 f LOCATED A7 12- 1 -- --------- HV HEADER/SILL ENO \ I 1 DER/SILL S VIEW Y 1r� 1/4"(TYP•) (6 Min.) 24 SIDE CONNECTION TO TRACK 4 1 t—3 '6 tI2"(TYP•) 1/2"MAX.SLACK ** (Cont.) 9 '' {�HyB BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Won High Velocity Hurricane Zone 0.11 yt lfl �%^U/' 02020 TpECO•INC. 02020 EASTERN METAL SUPPLY,INC. , ,,,.•��c P..... .Ctir�,,,, BERTHA V7M �.• ��cEA F•.,� c�•o A Accordion Shutter System ND.44 6 S �L E V 0 wC ■ ■ ■ ■ H.V.BLXX#1 W/OR W/O H.V.WINDDx BLADE �-- American Shutter Systems REV.No DESCRIPTION GATE DRAWN BY: MY /�r�l��� TILLIT TESTING & ENGINEERING COMPANY Association. Inc. I OLD 17-107 /2/20Z DATE 7/2/2026 �/J 63"N.W.3Mh.5L.Ste.749.NRG M GARDEN,RORNA 3316 -o' STATE f 4268 Westroads Drive z Phone:(3os)s71-1530.Fox:(30s)a�1-1531 DRAWING No �O'., d' Q ..��: a-.ae:l0k..04.1m West Palm Beach, FL 33407 3 ,� cDRi 20-164 Fs•••••..•• •'•• WALTEA A.T4lRT1JR P.E 4 ��//ir870AIAt 1���SFAL�SIGNATURE/DATE FL°RMA uF a 44167 5 SHE OF 20