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HomeMy WebLinkAboutPRODUCT APPROVAL SHUTTERS ACCORDIONr •�Or BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats a Facts Publications Contact Us BCIS Site Map Links Search bProduct Approval dpr USER:Public User Product Approval Menu>Product Application Search>Application List>Application Detail FL# FL389-R10 • �` Application Type Revision Code Version 020 Application Status Approved ,6 Comments Archived REVIEWwE/�U -U � ill�ilp . Product Manufacturer American Shutter SO9t�� 010pL'A Address/Phone/Email Ty estroads Drive CIF COU� West Palm Beach, FLff; ` U (561)209-8263 bfeeley@easternmetal.com BOC C n Authorized Signature Bill Feeley v1 Irodriguez@easternmetal.com Technical Representative Address/Phone/Emall Quality Assurance Representative File Copy Address/Phone/Email Category LAccordri)o e Subcategory 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 2/31/2021 Validated By ry�Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 RIO Col COI ASSA BLAUE1 pd FL389 R10 COI COI ASSA BLAaEl 7 pdf FL389 R10 COI COI ASSA BLAD {?1f 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 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 BLADE3.1df 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,W-31"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 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 21L AE PER QSSP. BLADE]pcZf negative ASD load depending on centermates and locking rod Created by Independent Third Party: Yes configuration for the HV1 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 HVSA 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 F139 R10 II DRW ASSA RLADE1 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 BLADEI 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 Rack Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer._Qovrioht 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 850.487.139S.-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 dick here. Product Approval Accepts: ® ecr.« El Credit Cara Safe i GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(78)EDf1pN)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 REOUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTDNALJTY FACTOR KO-0.85, USING ASS 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15.19& 70. ^ IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-18 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES lV& 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%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS LYQI USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND URGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE &WINDOW DETAIL -HV BLADE OO 00214.01-03, 10715.01-03.#1004.01-05,#1214.01-05.j0317.02-06, /0609.01-10 AND#0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOL$AND ASTM E-1886 AREA 2: HV BLADE C1 AND HY WINDOW BLADE CVO AND E-1996 STANDARDS (MISSILE LEVEL D.WIND ZMNES 1,2&3) &#1720.01-10 AS PER TAS 201, 203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE -HV WINDOW BLADE @#0505,01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2, 3) BASIC PROTECTION ONLY AND/ 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. MV BLADE(i AND HV WINDOW BLADE QI 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 3. BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/14%2.75'AND/14x1.75*RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 b1i TENSILE STRENGTH. PINS SHALL BE COATED WITH BENTFN HV OACROSHELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCAIM ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY 1S 30.0 ksi AND 35.7 ksi FOR END CONNECTION DUALS 1-6, CONCREIEf810GK SHEET 10 6005-T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A151 SERIES OR CORROSION RESISTANT COATED CAR90N STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3A. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AI51 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE ): 12,13.14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE(1)&Q WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X. WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT f6'779.582. COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S. PATENT e5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. AREA 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,THRILL FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RNN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEM 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: HV WINDOW BLADE C1i ONLY CENTFRNIMES AND ENGAGE OR LOCK ALL HV AND NO LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDON SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL 8E 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 SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDCTIN WHERE PERMIT G APPLIED TO. 13.(D)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. (h)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE 6 THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (G)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHK,H WILL BECOME ME ENGINEER OF RECORD(E.D,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.O.ENGINEER SHALL SUBMIT TO THIS UTTER 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 T. FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone 02020 TLTECO,INC. ®2020 EASTERN METAL SUPPLY, INC. `A` �1Ailt �iT'�� -- BERTHA HVTM �'�P�'E•\C EN `��P l A S S A Accordion Shutter System F i L E C O N . RV. BLADE#1 W/0R W/o H.Y.WNWK INADE No.44137 _ TILLIT TESTING & ENGINEERING COMPANY American Shu fer Systems V, DESCRIPTION DATE DRAWN BY: My Assoctuiton, Inc. , OLD 17-107 /z DATE: 7/2/2020 6335 N.W.36A.St..S,a 305.WRGNM GARDENS.ROIDM 33I0 4268 Westroads Drive 2 •• STATE. PNore:(305)071-1530.Fax :(305)871-1531 DRAWING No •. i o-owGb6o0o9.own West Palm Beach, FL 33407 3000 20— 64 COR1_ `` MTV A.TLLT Jr.P.E. 4 °''Ass/ANAL . 114EAL/SIGNATURE/DATE FLORIDAu`. 44167 ` 1 OF SHEET20 r'Fort.woo.%Boor✓10 .z g VARIES Lata' e• $ _I.200'- •byyl• fr'' �.434' Y)__ . --- 4 .09n_ ass s 4,3w. L �� '�--- ----- O_ _ s.4P9' �,,'•,• FlED OR USE I \'J 3 � COVERED UNDE S PATENT 1/ 5 179 QU ED FOR W/ HV BLADE C1 E�1 Il 41 t PADAPTER ER QUALIFIED FOR U�E W HV 606 6 ALLOY AND EMPER -SEE LIMRATIONS USE OF BLADE ON SHEET 19 Bl.4DE(i) .37' tj ® 6063-T6 ALLOY AF7D TEMPFIR 12A 63-T6 A Y AND TEMPER . _12 _ q } _ 3.336' ;670" 22Z6 72Ty J $ A42r . 18 N \ - 0 72' _-._3.226'�-- q71' �-'/ O L!FIED FOR USE W/ HV O TUCK --.920 FRAC BLADE C E w/ NV �9J HV TRENCH TRACK =_`0s' 3,750 J 606 -6 L OY A PER BLADE - QUALIFIED FOR USE W/ HV i 0 IRED FOR USE W/ 6053-76 ALLOY A MPER BLADE w ONLY. !1 HV RAINGUARD BLADE G 6063-16 ALLOY AND TEMPER • QUALIFIED FOR USE Y7/ HV 6063 6 ALLOY AND TEMPE '_' vPRlES "I 1.436' BLADE`� 7 1.915' $' - VARIES 1.936' 6063-T6 ALOY ArvD TEMPER Max. _. 063 ..063' II _ 063" $-�.063' 060" 060• S, a6o670_ 09J' .003•$ 91 4ql 670' 1.696' g s .6713 .. 3.520' it 11 HV CEILING HEADER HV HEADER/SILL :;1� HD CEILING HEADER/SILL _ 3" 0(�LIFIED FOR USE W/ HV BLADE(l)ONLY, OUAUFED FOR USE W/ HV B:ADLII;ONLY SEE SECTIONS FOR VALIDITY- 6063-T6 ALLOY AND TEMPER- CLAIMED FOR USE W/ Hv BLADE,�, 14 OU WALL R USE W�HV 6063-T6 Au oY AND TEMPER SEE SECTIONS FOR VALIDITY QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE O7 ONLY 5063-T6 ALLOY AND IEMPER x TI i; COMPONEre A e n n x fMN X NN Y MN t 2" 2" 0.125' ----. 3'MAX. 1/6" I/6' J' J' 0.090" 08 2' 5'MAX. 0.192• 0.192" —x- C� SIDE ANGLES - ' " CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 25' MAX, 0.190 0.190 UALIFIED FOR USE W/ HV BLADE 07 QUALIFIED FOR USE W/ HV BLADE 1 6U63-T6 ALLOY AND TEMPER BLADE.I ONLY 2" 5'MAX. 0.139- 0.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLOWA BUILDING CODE(Non High Velocity Nurricane Zone; 02020 nLTECO.Inc. 02020 EASTERN METAL SUPPLY,INC. BERTHA HV, A.S.S.A. IL E C O �N�. Accordion Shutter System No.441 7 Kv. aAoe 1� w/oft W/O Kv viwtoolx aanE *• * - TILLIT TESTING 8 ENGINEERING COMPANY Amsflcan Shutter Systems p• pp gN h*An pytwN fff. M.P // 6355 NN.361,5t.,S..3a5.VNIGNA wlD .F1AR:."I& Association, Inc. 1 QLD 77-107 /2 OaE: 7/4/2020 s;�'.• STATE O �J�Lp/�J Ph—* (J05)571-1530.Fa, :(305)VI-1531 4268 Westroods Drive 2 DRAWING No F R ` 6 R:tcoos�nv.— West palm Beacn, FL 33407 3 20-1 F>4 s+'•••......• wALTER A TILLY a..P.E. 4 q,1,111311 4��`SEAL/SIGNATURE/DAIS FLORIW Lk.,44187 : SHEET OF 20 i II 45: DIE CAST_ _.715• _ 2• "-..__ �.�----•—.. _ .o.}J4' MT HFAO 1HMCWEO NOUSNO ENAML� t 4•-20 S.S M. RME0 PNNLLO D4READED NE CAST (2 T'P.) .0 'o — HOUSING INTER ♦•, 60cED PMN,FD rt 67 _ Q � -, O' - �._ • KNOB. 04J 1- -�! .'a PUTm)(CHROME (weave Perm) QUALIFIED FOR USE W vQe 1�ONLY 2 - BY . HV EGRESS LOCK ED FOR USE W/ HV BLADE 1)& ONLY ---� ..- _ ;y875: QUALIFIED FOR USE W/ HV RED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QU _ �� HV CORNER BLADE(�& ®ONLY E 1Q do Q�ONLY. 606]- ALLOY AND TEMPER QUALIFIED FOR USE W/HV BLADE 1 ONLY 250'O.D. .st6' 2.074• _ 6063-TG ALLOY AND TEMPER PLASTIC - 4.045' SO to - 2.079' — 1.758• qpgb - ♦..._{ \� A - .-:300' ER RIVETING ,Aw. . R �• . S 825 < BEFORE RA/EIMAC a''' y/4"0-20 z 3/4" y o �� , _ L� $,S. THUMBSCREW �i i m .� N "SERFS 9W ALUMINUM(2024-TJ NLO'7 LVM THIN 2TQ9' 275a• i ? L - NUISERT.PART 0620.IS MINIFACNfam AMEL _. ft - ^ �: ON PARSIPPENY.NEW JERSEY 0 OR EQUAL PUN FRONT ELEVATION HV MALE "T' LOCK CENTERMATE 4'�• LOCKER FOR "T' LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY HY FEMALE 'T' LOCK CENTERMATE ® HV T LOCK QUALIFED FOR USE W HV BLADE 1 ONLY 6063-T6 ALLOY AND IEMPER U QUALIFIED FOR USE W/ HV BLADE r ONLY QUALIFIED FOR USE QUALIFIED E 6 USE W/ HV / C� W/HV BLADE 01 ONLY. BLADE 1 ONLY 6063-76 ALLOY AND TEMPER 6063-TS ALLOY AND TEMPEk' _ 1.917 _ 1-91Y T w. a '2 THII TURN n �06-j- ' _ 132 " CYLINDER OR N I .214' o .063 062 _..Gf1' KEY CYLINDER IS 0.575'Mi.. Y c. .405 ^y g p 1 .125'Now. Cl; &A A Ve W, -9 LOCKINQ RO HD CENTERMATE W/ LOCKING ROD a 0 .6 m - QUALIFIED F USE W/ HV B tj& A'� QUALIFIED FOR USE W/ HV BLADE 1 & to 6063-T Y AND TEMPER - �3 HD CENTERMATE'S INSERT ---r. flER ` 6063-76 ALLOY AND TEMPER VARI 12-AA QUALIFIED FOR USE W/ HV B CE:,�:& (}�20 S3.OR 3/6"•-16 1`1',10 6063-T6 ALLOY AND TLMPERTHMBSDEEMS) .------ iS ® ` a. _375'0 1/4'A HD LOCK QUAL D FOR USE W/ HV BLADE 7� &,I� HV 3/8 0-1s ACETAL �' I-�( t/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. � 6 -T6 ALLOY AND TEMPER +eJ TRIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ IfV BLADE& C Q �oiINSTALLATI UIR /16" HOLE THUMBSCREWS QUALIFIED FOR USE W/ iiV BLADE nndnr rrwwTTrr D ILL£0 AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE W' HV BLADE t v ELUTUIm BIAL.DN {,TTUL(Non Nigh Velocity Nurricone Zone 02020 TN_TECO.INC. m 2020 EASTERN METAL SUPPLY, INC. BER �P �`GEIV �7''�' A.S. . .SAAccordion Shutter System ( � I . ' No.44 67 � L ECO ,N� N.v. aanE J11 w/aR W/O Kv►xroow BLADE *: * American Shutter Systems oa�BTCN WAWN BY: MP -! J TILLIT TESTING & ENGINEERING COMPANY _ o'• Association, Inc. , OLD 17-107 we 7/2/2020 STATE F 11Q20 6J]]N.M.%tR R,SW.303,NAGNA GIJMIFNS,FLORIDA 331 �p0'•, F P Phone.(305)071-1530.Fm:(305)871-1531 4268 Westroads Drive a DRAWING No y.<• �DR1 •-m•lI:6Tt•coOcol.com West Palm Beach, FL 33407 s Es •-.. . .� ___ U 0006719 20-164 s�DNAoil„ ``SEAL/SIGNATURE/DATE W welnn u�.i N167 8 — SHEET s SHUTTER ASSEMBLY SCHEDULE FOR HV (1, HV fAi T (D HV BLADE I TO E ro -1 A. 1 HV WW60W BLADE 062S- OC25 .0625" HV SLADE IA FPO,- y 19 HV LONG RECESSED NYLON BUSHING m KNUCKLE 0625 0 W SHORT RECESSED NYLON BUSHING i FLAT PORTION I i R 7")Q' HV NYLON HAT WASHER OR 11 1, 0 (D (9 ME HV WHEEL CARRIAGE AVSI 302-303 SERIFS I I a7 40II 44 0.870-.3/16- THICK NYLON WHEEL. 2 7/8-MIN. CLEAR SEPARATION 75w, 0.188*0 AJSI 302 SERIES S.S. RIVETS BE7WEEN HV 1 3/4" ACCORDION PIN W1 #8 HEAD 10VIINKIR Mill- &AOE 04 1 5 3/4- -.0625 OWNINGS Orl CENTERS BF M X-Y HV 2 3/4- ACCORDION PIN W/ #8 HEAD 2 1/4' EXTE il�uyeol L I CLEAR : 11 9E— TYPICAL HV WINDOW BLADE ;,,AND POLYCARBONATE IMPACT RESISTANT HV WINDOW F-r- 'AJ3S POLYCARBONATE HV WINDOW DETAIL (1)OR @ or NT.S.— — ------ Wfl,I REMENTS MOTE FOR) 00 R (9 M POLYCARBONAT,E IMPACT RESISTANT HV N"w BAYER MAKROLON 3101 POLYCARBONATE N. 1E RESINS, UV-STABILZ&GRADE OR SAE31C M BtAOEN INNOVATIVE PLASTIC LEXAN 103 RESIN PIN EQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR HV!,142 (SEE NOTE "F- ON SHEET 19) PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCK*_ES O= HIV ACCORDION SYSTEM W1 HV(DOR POLYCARBONKE SOURCES FOR EX70" HV Q3 BLADE- APPLWKE , ED= .WICAL SHUTTER ASSEMBLY MY PIN©OR P (2) HV PIN ® MAY BE USED IN JEU OF AND ONLY AT EX Rg RUMM I SLADE*S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HIV ACCORDION SYSTEM W/ HV 00.324' (SEE NOTE * FOR SKCM aw s/n C'N3 6/,,' BLADE WHEN CORRESPONDING TO INSTALLATION '11', SHEET 7 'NE- 04 "Ir- 11 REOUIREMENTS) TE1,15ILE•,ao wwm w Dw. SAX Tyr. (3) !-V PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER 3= SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, KADt KOM10)fZ00 Ism um Is 17 FT—/, SHEE­- (D ksw 028.� .'2% WHEEL CARRIAGE DETAIL ;1A`E or�wl� ASIN D63$ C-1 CUM C-1 CAS; Nj 15 #.REMBLY LAYOUT S M 0'97Y 10.1 160-1 AM 0157 Twu 51RUIM A_M _Z`749131 A"638 9302 i—, I HV BLADE SOLID & 1A BY WINDOW BLADE DETAILS �. SLE SIFIESS ll°`°RE I —— 1 —1- I I N.T.S. FLORIDA BUILD7lIG CODE(Mon Hi9t, Velocity N�rrccne Zone� 152020'ILTECO.INC. C2020 EISTFR*4 ticm SJPPLY,INC. BERTHA HV-. A S S A Accordion Shutter System Z riL E . . . . KV.BLADE#1 W/OR WIG KV.MM MADE American Shutter Systems REYM N. DESCRWROK DATE 3PAWN BY; MP 44 6 TILLIT TESTING ENGINEERING COMPANY -OLD 11-10-1 2020 Tt; Association, Inc. I 93nhW.361h.St..51,.J10b.VRG.NiA GARDENS.PXP;�J.'16 2L/n 4268 Westroc;ds Drive 2 tF A0 (305,1671-1530.Fox (305)871-1531 )RAINING No STATE Z ­_®,ht—ft.l.— West Palm 3each, FL 33407 3 -,0,' CA-0006719 4 20-164 WALTER A TILLrr Jr. P.E. 40RI 5 24 AL/SIGNATURE/DATE a A OF 20 j *NOTES ON HV LOCKS AND CENTERMATES: L YMMTaIK CQNOM/1: ONE HV LOCK j&or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 'tom `LJ EL ATI ABOVE OR BF,I.�OW 42MOF AY BEUTTER USED AS ANOR SPANS UP TO INSIDE OR OUTSIDE05'.AND FOR Lock.ATTACHED TO(B OR�T ANY ELEVATION. HV LOCK& in III I I CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON /� TYPICAL SHUTTER ELEVATION. A;,I��IJ� 1{ 1 -�. 35 (!gw1G 11 1 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR15 3E USED AS AN INSIDE OR OUTSIDE LOCK, CONNECTION OF LOCKS TO CENTERMATES 43 23 OR _MTV OCA ONO L BE F LOCKS SHDICATED ON NOTE ALL )HALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �/ 3. i l5 5ED H_V_LOCKS)a LOCKING RODS 0 ARE NOT REQUIRED AT HURRICANE POSTION, BUT MAY s 24.oA�5 ILgox�a1®4 2<a(�_� I BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE- LOCKING RODS�3 OR AN ALTERNATIVE DEVICE I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. WWLYATORY CONlAl10N {2: ONE HV MOCK 0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATDNS AT AF1Y ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, 1 ATTACHED TO CORNER CENTERMATE W/(2) 1/4•-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS ' I �'^ Y AT TOP & BO1�OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Ii MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. FIRST ALTERNATE TO 0RY� j I VALID ONLY FOR RV I OC%gi A4 SYNWEIRIQN CENTERMINTES � I S5 gg j �g aog I �I gx .OR 22:ONE ALTERNATE HV LOCK d MAY BE USED IN LIEU OF HV LOCK or 0 FOR ANY SPAN AND INSTALLATIONS 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/ 1/4'0-2Ox3/4'ALUM. I 1 8 41t a ; RFVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 I C�=YS° LOCKS AT 1/3 OF SHUTTER SPAN. MANDU YM`f COMRMON&3 FOR KEYSTDMF YD141TLMD f6TALATIDLLS: ONE HV LOCK 9 or 0 or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO W.AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or®or®MAY BE USED AS AN INSIDE OR 1. OUTSIDE LOCK,ATTACHED TO©or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. 1 SEE ENO CONNECTON M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0W/ 1 �"+� I OR 3q TOP AND BOTTOM IS COMPLETELY MANDATORY. �� �� DETAILS ON Y F E M 1 J [ L Y (OD • rYD x �_._.___ _— —3 SHEETS 10& YY YY 18 TYP. FULL ++ *NOTES ON HV `T" LOCKS AND CENTERMATES: HEIGHT. '3S' OF CORNER JAfflm fY1N -. .. ._ _ 1. CENTERMATE �ONE ALTERNATE 11V 7 LOCK MAY BE INSTALLED N LIEU OF ITV LOCKS OR FOR ANY SPAN AND AI.LATKNI AT ANY ELEVATION.AL NATE LOCK� Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION H G, SHEET 9, WHICH MUST BE 1p.0°A©. CONNECTED TO CENTERMATES®AND®W/ 1/4-*-20 x 1 1/2'LONG SS.THREADED BOLT W/7/8'0 x 3/32' WANGNUT OR W/ 1/4-0-200'S.S.M.S, INTO A 1/4'0x 5/8' RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' G0• +@oe© O• -0a MAXIMUM ABOVE AND BELOW DSPAN. USE OF TWO LOCKING RODS®7OP AND BOTOM IS MANDATORY. eQ•®ox®•®a1®•®a�. *NOTES ON HD LOCKS A CENTERMATES: 1. HD LrK�K 3l W/HD CENTERLLATES 31 OR 32 W/AA : ONE ALTERNATE HD LOCK® MAYBE USED IN UEU OF TYPICAL 1 HV BLADE_SHUTTER ELEVATION Hv LOCKS 24 OR 5 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATIM.ALTERNATE NO LOCK�MAY BE USED N T,$. AS AN INSDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO IS W/3 111 x 3/8'F.H. S.S.MS.,AND INCLUDES REINFORCEMENT INSERT�j AS SHOWN ON SECTIONS HDB-HV9 AND DC-HVC. SHEET 10. LOCK MAY BE NSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS�g IS COMPLETELY OPT*NAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone. i11 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. r BERTHA HVTM =�P\ '�,\GEN /��: A S S A Accordion Shutter System 1 L E C O u c. A.S.S.A. H.V.IR ADE#1 W/OR W/O H.V.WNDDN a.ADE NO.441 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EY.K RLSCe.RDK DATE DAMON In: M.P =1k' Aasoclotion, Inc. L OLD 17-107 /2/20 DATE: 7/2/2020 taxi N.W.30te.sL,Ss..Jos,vmGlxu cARous.naaoA,Isla --at $TATEO Phan:(305)871-IS30 .Fax:(305)871-1531 L268 Wesvoads Drive z DRAWING No •�f..�'., °- C Labc°e°ol.com West Palm Beach, FL 33401 3 �J•�o�•. F[pRlo V: CA-000719 20-164 ' .TER A TILLR J,.P.F. 4 jA IJS,O••••• �,`�\ FLOR'LU Lx.t w67 S y� NAL L SEAL/SIGNATURE/DATE 6 SHEET 5• Of 20 -._ONCRFTF ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE SHEET 13) REQUIRED 1/4'0-20.3/4'S.S. CONCRETE REQUIRED CONCRETE ANCHORS MACHINE SCREWS REWIRED _ FOR (SEE SCHEDULE ON W/ 1/4--20 CONCRETE ANCHORS - 17 18 �(EYSTONE(SEE WOLWHI ®IR/SWEET)) SHEET 13) NUTS a 12'O.C. (SEE SCHEDULE ON SHEET 13) 120R(14 Min. 1/4'I-20.3/4"S . M•n._ ' ' .S J -'Ep-^-EO MACHINE SCREWS - 1 1�2� r___ USING 1/4'-20 NUTS -EO—EO _ `O � 12"O.C. E.D.• I I :.250*Mo.. I it OR 5' E 0• I .250E W ' 1)I .250"Mo.. D. y 1. � 11 y!e' • Ii�.� E.D.• i i r _D• •.-I H OPTIONAL „ OPTIONAL ( I . r W SETYAVIOH I TO QASS(SEF � , 9 wR"aK a of J1 I - 1 .OR • r MIN. SEPARATION TD Gass _ n 5 Q1 S,EET 19 fW I I 9 W i IL --. - (SEE SCHEDULE ON SHEET 11) { 1 1 E%IGST(wNs MACM a)It - I E I` _ CLASS MIN. SEPARATION TO GLASS j I 1 `I II I t (SEE SCHEDULE ON SHEET 11) -A I d t FX6PNG GLASS— (A 1 1 i- �)HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION 4; HV WALL HEADER INSTALLATION + KEYSTONE EXISTING I _ MIN. SEPARATION TO GLASS I h C1A55---. MN.M3MRNION I n �• I'I� i (SEE SCHEDULE ON SHEET 11) 10 Q'w ism I `[t,,4- 1 OR ;1`P _ MIN.SEPuu-ION TO GLASS I'I' ' i EXISTING-- I- EMEE W (SEE SCHEDULE ON SHEET 11) C✓155 -- OW BELT,9 nnt- WDES(Da® o EKISTING �( it OPTIOIIAI. i i I r 1/4' GLASS---IE.D! I II Hit �{I r MtL I Ii OPTIONAL I J,p•M9=. ) ©a I. E E. D• iit EX' 1f 14 opt ® t' •- -- - 12 a+�4 _ .. -_ .-__ I/4"o-2D.3/4"S.S. Me,. _Ep_._.Ep_ PHILLIPS TRUSS HEAD 1/4-0-20.3/4'S.S.PHILIPS MACHINE SCREWS USING "ONCRE..ANCHORS -TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS 17 18 _1' 1/4"-20 NUTS 4 12-O.C. (SEE SCHEDULE ON VI/ 1/4--20 NUTS a ,2- D.C. POURED CONCRETE (SEE.SCHFDUIF ON SHEET 13) - Min.- POURED CONCRETE OR CONCRETE BLOCK SHEET 13) OR CONCRETE BLOCK - --- - ---- -- - CONCRETE ANCHORS REWIRED WALL REQUIRED I (SEE SCfffOULE ON '`�IHV WALL SILL INSTALLATION J� HV WALL SILL POURED CONCRETE. SHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION NOTE FOR COMBIN&MQN,QF SECTIONS: — INSTALLATION DETAILS W 1- SEE SHEET 4 FOR TYPICAL SHUTTER • E.O. = EDGE DISTANCE ASSEMBLY SEE UMTTAT ONS OF USE FOR 1 H V BLADE 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEE 13) BLADE�ON SHEET t9 IN ANY WAY TO SIAT ANY II FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 02020 TILTECO.INC. 02020 EASTERN MEAL SUPPLY. INC. BERTHA HV,,, �P• \GEN; ��'-, A S S A Accordion Shutter System _ i L E C O �. . . KV. IAADE#1 Wi OR W/O KV.WWW FADE No. 441 .7 --r _ �� American Shaffer Systems iEV4 No ,DON DATE PRAWN By; MP *; * TILLIT TESTING ik ENGINEERING COMPANY 9335 N.W.39,A,Sc.Ste.30.MKIMA GARDENS.FUI WH5 Association, Inc. , ol0 17-107 ,/z/ DATE: 7/2/2020 "Q•• 4268 Westroads Drive x STATE PHone:(JOS)871-1530.Far:(JOS)871-1SJ1 DRAWING No ' s .-wa:m1«oOecLcom West Folm Beach, FL 33407 3 CA-0009119 4 20-164 %�is••••......• "•�",';�i'—`— WALTER A,1gLIT Jr.P.E. AL/SIGNATURE/DATE OAIOA IT +441I� 4 SHEET 0 - ----POORED CONCRETE ANCHORS ._..- - REW --D (SEE SCHEDULE ON SHEET •3) ' 1 OR ty0 J V J J19E�LLE ON _.-.. E7(TS'INC _� i WR lVAI1g10N 1 . _ -. V=OF 10 eAM• tM is JNI ' CLASSSLAB SCHOM al • E.D.• - - - APPUGB:E EXISTING eUIT+ . �wls� ' • GLASS- A RNA '-EOM EO- L A4CN0 II - rXISTING / 1 1 oan �i ll�� � ) 1rJ) i t�Na. .T • -I.Ox3 HEX WASHER HEAD 'LASS-' 'EK SC JS A 12'O.C. I 1-1 IAl 1\ ' -CO 1— 4WHORS ---- 8 EDGE OF I! )I -_..- . :6�• .1 - ' (SEE 4rJ-_ !LE.:lN SHEET 13) _ S1.1B I/ PP EX'STiNGALICABLE GLASS— I I EDGE OF--- ,I. �I. .�11GE or TAB OF �A.lic SLAB IF TO aSTIRVnI APPLICABLE AM(SU ._ J -•'E.U/! I-•'• - .- SUD IF _., .. APPUCAELE '9.fUtE M 9EE' AoPI CARE PW�-D- • - FLAT HEAD CONCRETE ANCHORS FOx earn O,aWD 1 O POURED - CONCRETE G D.•--I CONNC POURED C,94E•t6 FCR \ -1 OR --.. -• (SEE SCHET'UL_ ON SHEET 4 Q!G CONCRETE - -'- REWIRED REQUIRED ) aYos 1141+�1 16 I REOE'I4E0 - �• _ _... ._ _ FLAT HEAD CONCRETE ANCHORS (SEE SCHE7u:E On SHOT a4 )'I" TRENCH INSTALLATION 1)HV WALK—OVER INSTALLATION VALJD ONLY FOR UP TC -70, -75 PSF A.S.G. DESIGN PRESSURE RATING h FOR SPANS PER 0 HV CEILING INSTAUAMC)N t SCHEDULE /3, SHEET T I CONCRETE ANCL•OHS LASS Y.. 3N, '� Y4 A 01AY —'Laa sxwu I (SEE SCHEDULE JN fSFL 5'a[nlnTs I 1 SHEET 15) /x'O liw 6mm' TAFG:N• °A 't`1 EkUNNO 1 ? EXISTING I f' FXIS'TING -...___ JJ)vNv rH1�rAttpq/1 I U ClAS, GLASS tAn�.M M ro axes n S GLASS -I i TEON OLOG"OR A'e r-0AF!6 /4• -�:aF ' I FAS,DIERS IW4-EP.�w�arts w/ I 1/4- I 4.6' 1 J//'WS.D BE%fW O IF IAAY SHT tIT OF.FEF LP TO 6'-0'SPAN AM .'O.C.iOA.�IWS URfER F— a t 1 I '1• s'4 lP TO B'-(%•WX.IARY— It I MAX. 1)SFJiANT AT NMI! TA51D,% T 7, - i (TYP.j(s¢R01E tt UN sHNtT t; $ /tex3/4 �E< TArgedJ ,°S• ;g=- ./7.. '-7-"t " • WASHER HFAr, - ter. TEK. CREWS 1 ) cONI.srA ANv J MAx. /14x3/4" hEX HEAD 1 _ �+ I o '2•�C iEK S"REW! O 9'O.0 _— �,E- 8j b�i 1 •1 OR 1/4'P-20 S.S. MS CONCRETE AN.'11CR5 ^}. _ ..� I l #14x3/4"SA) • i 'I I T' /NUT O 9.O.C. (SEC SCHEDULE ON 1/St �7l O 9"C. C' - 11) i i,T/4 J >1 '14-t-2Or314'S5 MS SHEET t4) ' " JSNC Ilea-20 Nul `�oJ a z•o; EDGE OF (' •/p•—�.1•_ • ,17Fe.18, . 2.00'HIV. cxbl.q'ON RR.•CTUnu SLAB u •t:• E D sr •{. 17/d'-J_..1 7/B" _... /14x3/4'F H.S.O.S. MIN. . APPLICABLE ._ , CONCRETE AN(:HQiTS 0 9'O.C. Pour-w 5EE NOTE 13(b: .__ r- PFanRLr. POURED CONCRETE (SEE SCHEDULE ON ON MEET 1 -SEF NOTE 1b) - -_ OR CONCRETE BLOCK SHEET 14) PCURED CONCRETE ON SHEET IN - REQUIRED OR CONCRErE BLOCK oPTronA POUREDE REQUIRED M:KEYSTONE MOUNTING INST u RFCWRFO K HV WALL FLOOR INSTA I ATION !L I till WALL WA K—nvca - wxWUW As.D 9S.OTI PRESSM:.a4,_T2 r. TIO:' _ INSTALLATION J: HV RAINGUARD INSTALLATION t )jam MAgMUN saJrrTa 5PM E'-0- IHM NOTE. =UP.EDMBtNAnON Or SECTIONS. E U. -EDGE DISTANCE 1 REMOVABLE WHEN PSERRFFORMEO 1- SEE SiEET 4 FOR ttPK;AL SHUTTER (SEE SPEC:lGTION$ON SNEEi 13j OR ENTRANCE TO AIN OPERABLE EXIT �MK(,i`AIONSHOOFF USE FOR !'1S,SEf19LY l INSTALLATION DETAILS Wf ;, HV BLADE MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO 5UT ANY INSTALLATION. - RM DA BUILDING CODE Non Ni h Velocity Nurricane Zone 02020 TETECO.INC- 02020 EASTERN METAL SUPPLY. INC. F IL E C O BERTKA-M. Accordion Shutt er Sy stemNo.44 7 A S S A■ V BeX j1 W/OR W/O►tV.WMM MADE 120 TILUT TESTING R ENGINEERING COMPANY American Shutter Systems y oLsarmrr DAB C,Kp,8Y. YP O' STATE "w NW.JGt.s..sYN Xe,wGNW CwWNS.FLORID.33, AftOCICtIOnr Inc. 1 OLD t7-107 /z/n DATe T/2 2D2D �•' Phone (3I55)871-t530.Fox-(305)871-1531 4258 Westroods Drive 2 a-mR:':r4�eNOoa.ean F�GRI a, �s CA 00067 fl NE_f %Ol r t3ecch, FL 334C7 3 DRAWING No ,,,,`SSA•••••• 'V'` HALTER A TRLR Jr.P.E. 4 20-1 64 hill ll t` SEAL/SIGNATURE/DATE FLORIDA ue 44167 a SHEET 6 7 Of 20 SEE END WALL CON INS 10 & is SEE NOTES ON LOCKING RODS© w LOCKS©or OUT IN EXISTING GLASS INSTALLATIONS W/ ,� HV ** ALTERNATE NV LOCK®ON SKEET 3. VABE SLACK DETAIL HVF IS VALID FOR ALL BLADE W/ HV C NTERMATES CENEERNATES APPLICATION WITH aLADEO 21 (2 I OR SEE END WALL CONNECTION O.0-0.®a®.®a EXISTING GLASS DETAILS ON SHEETS 10 & 18 O.O.©4.O•®° --�--- 3 1/4 7• a l/2• _.- 7.. (6063-46 ALLOY) KLNI. _ - -- OPPOSING -_ "-"-- SYMMETRYCAL ANGLE N/(2) 1/1'W TAPCON 'E. t 1/2 ®•® T RMA S CENT R S MIN. SEPARATION ANCIIONS To CONCRETE •. ! r OaP/aoT1oM)�- 110.3/4'S.M.S.of 17' W HV L o 5 Wl HV LOCK TO GLASS (4)`10.1/2'SA.S.TO TU6E O.C. FULL LENGK-r. - (SEE SCHEDULE AT EACH ANGLE. (1YP) , >II ON SHEET 1 t n I ) �a��©•O°'® 10 •®a 2010 0-© HVC '®°�®•�©'p©�� HVA ©°^®-©•O(a�O�•®� POUREDCOhCRE7E DR O.O•©a'O.O•`•� _ _ _________——_ 10 ®�_®_- —EXISTING GLASS R QUR DE 8_OCK WALL SYMMETRICAL r �N �'�'©"�'�'(w_ MIN.SEPAAL" A ®•®"®•®-®.�5 �z iNG C/ENTERMATES* �61 ®'®a©'®°N�e�'®°" (SEE SCHEDULEt OPTIONAL O ®a® a�•,(l 6 R.:l ON SHEET (INTERIOR)MIN. GLASS ON ©`.® (SEE SCHEDULE OPTIONAL ON SHEET11) � — _—_—_ _0 UT 'CONCRETE ANCHORS 0 VAPoE `J° " - ® * •® OUT 81/2•UwMx.SLACK OUT cETnQaDR1 HVE - HVF** u`, _ 1Y� v I&M AIM(Non High Velocity Hurricane Zone 1diI 0I010 TILIECC,INC A' (02020 EASTERN METAL SUPPLY, INC. . ,.���`�c�...... .��T'�•,,, BERTHA HV :- '�P A S S A Accordion Shutter System No.44 67 = 1 L E C O I N c. ■ ■ ■ ■ H.v. elAOE f1 W/aR W/b ttv.WNM BLADE 7t; * TILLER TESTING k ENGINEERING COMPANY American Shutter Systems Ev.N DESCRIPTION DATE DRAWN BY. M.P 's a:• 93s5 N.M.Sun.SL,SM.3os,WRpNA DAADGIa r1nWmA 3]IE Association. Inc. I OLD 17-107 7/2/202 DATE: 7/2/2020 STATE F '� Phone:(3D5 e7t 4268 Westroads Drive -1530.Fax:(305071-1331 DRAWING No = %9p• F// P• .-mor UK West Rolm Beach. FL 33507 3 20-1 64 WALTER A HALT Jr.P.E sia�a'E� .%% FLORID,Lk.IIIK 67 S SHEET A"AArpI�NEIM SEAL/SIGNATURE/DATE I 8 OF 20 i ALTERNATE INSTALLATION W HV "T" OCLill MALE/FEMALE "T" L,QCKS CENTERMATES -!PB LOCKERS 27 W/ 1 HV BLADE SEE END CONNECTON DETAILS ON SWEETS 10 t to INSTALLATION C1 HV BLADE OUT W. IN '?�°�"` "� *eAPE0SWK DUAL HVF.NOICATED ON SHEET 8. W/ HD CENTERMATES 31l S AS WELL As 1RA1£ASN.FLOAnNG.®DETAIL HOP-WAD.ff w�w©-O°"8 1 •®^^ ItgGTFD ON THIS SHEET,—9E USED WREI MI5 ALTE%U'J R6TILLATgN DETNL M/C SHOW IN THIS SHEET. II SEE END WALL CONNECTION �•®w�•( ©.®w DETAILS ON �N Es 10 1e 2-,�-.,,E-b'_2 .c) ®•®w O• (6661-16 o.0.� (aarinN ; �i4r# fo"iIPw�U I 35 :35 f ROP/90TR61)6 L—_—__- --.__-------------------------------- .._ _.__ 0410A,/2's.US Ton"' O..T i ►I /4'SUS.O,2' - IN (a)) AT EACH ANt1E.(ren. I C.,C El4L LOGHr. # IN (4)N --- -- N.V. " HV 'T PINS ITT" s s,6 T a/r °�(nP) s 7 E sEOao muc 5. LOCK QNSIDE) -- 5 0 2 f -T - -� /• ,� - lJ ® 1 OUT v na® 31 011� �� 31 aE ------ i,p T/4" f-20 x 1 1/2" S.S.M.S. 4' 3 '� (orilaMj SEE NOTE 6 FOR HV LOCK © OUT HDC—HVC x W/ 7/8"0 x 3/32" WINGNUT. (OvRD HOB—HVB r�aJc,ON SHEET s. I HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES SYMMETRICAL HD-GENT�RMATES HV�* W� LOCK-(EXTERIOR; WWl_ _LOCK I ITERIO�) 2 soas 6LO LARCEUN (202hTJ AItWj IARS;E FIANCE MNI 1 6 7 8 1 VIM NUMERT.PART 10820. •®w©•�©•©w AS MAAUFACNRED W AVUEL CHERRY TEYTORN,PARS,PPENY.NFW JERSEY ©•O•©w©•O•®w 07054 OR EQUAL M NOTES OR LODYNP Roos®N HP®waa M v.E:-T S IN V%ft"PA,NA:61ADEG MW N09 G wEJ9 FaE Au,xNTEwA.TEs APPuuuONs wT"TRADE O DD—HV " FLOATING STACK fLOfbDA BUILDING CODE(Mon High Velocity Hurricane Zore 02020 IILTECD,INC. ®2020 EASTERN METAL SUPPLY, INC. BERTHA HV, A S S A Accordion Shutter System �- IL E C O INN:. . KY. BIADE#, w/OR W/O 1iv.WIND e(ADE N0.441 , American Shutter Systems EV. DESCRIPTION DATE DRA11N BY: MP y��w,z� TILUT TESTING & ENGINEERING COMPANY A�OCIOtIOn6 Inc. I OLD 17-107 7/2 aTc 7/2/2020 �Li bate NM.JEu.St..St..W5.vnaNu cARPE*s,na9w 1JI6 426E Westroods Drive : aZ STATE = Phow,: (JOe)071-15J0.Fo.:(3D5)SO71-,s31 DRAWING No A7 m9E:un.c9s991.A9m West Palm Beoch, FL 33407 -7�`-V•IORI ••-0 z 6 G-0TurTA 20� 6� (-V N WN.TER A MLR Jr.J P.F. %,/ONA IT,[1"IEAL/SIGNATURE/DATE FLORIDA Lc.r HI67 0 SHE 9 OF 20 -POURED CONCRETE OR POURED CONCRETE POURED CONCRETE POURED CONCRETE OR CONCRETE OR CONCRETE - --- - CONCRETE BLOCK WALL - CONCRETE REQUIRED � BLOCKK WALL WALL REOUIREO I BLOCK WALL REQUIRED , BLOCK WALL REQUIRED // EXISTING GLASS -EXIST9JG GLASS CONCRETE ANCHOR EX�y.G GLASS T--� I / •- 2'MIN.. EXISTING GLASS O 16.O.C. _ 1- 2"MAL• -� - MIN. ASS(SEE TO i MIN.SUVRq� ION SCHEDULE�ON(SHEET uTON(SA4 SEE I ) SUWWM MN.SEPARATION EO-}4_.EO TO GLASS(SEE _ I I FOR MADE®MO I ( it TO GLASS(SEE i I SCHEDULE ON SHEET 1/16"x3•MAX. ON SHEET 19 FOR J 1 1 SofDlxe ON SHEET t I FOR WIDE 4)AND (6063-T6)CONT. BIA1E5(D A O `- ---- ON 9EET 19 FOR - 11 FUR BLADE(DAND • ON SHEET 19 FOR ALUM. CLOSER 1I2 L ON 9T 19 FOR (LOCATE AT/.1c __— —_—.-.-. RACES M«0 PLATE. (LOCATE 1/2'�_ _ �. ... __ I 1 i a-AM g��k® OFETHER SIDE AT EITHER SIDE MN.'-1 I I -- -^-• SO) 1/2•MIN. - - — -- Y OF 4O) _1 (A USE LI A MAX. p1Ox1/2-S.M.S. I I ALU(ASMINUM INUM LIE ANGLE 8"x0•-2" {(10x1/2"SM.S,_. - O 16'O.C. -- - -�_- ALUMMUB ALLOY) ANGLE O '•6' 4 . , _ , ___ __ _ (6063-TB ALLOY)AT MIDHEIGHT -� ^ O (1) #10x1/2'S.N.S. TO@& �y v .`- - _ (2)1/4'0 TAPCONS ANCHORS TO `j; I `�'•; ".. SEE DETAIL X FO i WALL AT 1.O.C. (LOCATE AT _ SIDE CONNECTION ) OR - EITHER SIDE OF©) ) OR C1 I OR SEE DETAIL%FOR-' OR �.,, TO TRACKS O OC SEE DETAIL%FOR 1 SIOE CONNECTION _ •c.7 -�-6• 7 8 10j•®- SIDE CONNECTOR 4 6• 6 TO TRACKS .i �aT•l��� 10.•®�' TO TRACKS END CONNECTION DETAIL 1) END CONNECTION DETAIL 2� END CONNECTION DETAIL(1) END CONNECTION DETAIL .1 4 REWIRED ONLY FOR SPANS GREATER THAN 12�-0' ----- j�--- POURED CONCRETE OR I -EXISTING GLASS CONCRETE BLOCK WALL EXISTING A REQUIRED GLASS , - 10 GLASS UK SEP I /T Oxt/2•S.M.S• L -•---•+--.___ _______.. OR �c I 0 16• "✓.C. wnE SEPARATKL•1 Y I y---_—_-_- ._ -- SCHEDULE mMD I CONCRETE I/z-MIN. TO(LASS(SEE _ ©OR�R 1 1 - - -ON OR BLADE 19 FOR ANCHOR O-_- -- 11�BIAOE� ^— �; - &ADE9m&al 12'OZ. — .. �. .___O _. SHEET Is -- -- © 1 3 DR 1®0 CONCRETE-- ON FOR _--_--- --- J ANCHOR � � _____.__ O.C. OR�_.O ;I - ----- t- - - ---_ �G OR OR I� EO 2"MIN. 2•YIN. F —E SEE LI ATpNS OF USE FOR'jy0 �ON SHEET 19 p@��OR,1@OR�OR�OR 1� VIEW Y d OR ®' DETAIL X POURED CONCRETE OR 1 �-©•0'® 10 ®e END INSTALLATION CONCRETE BLACK WALL ® •®'©•'Ly'-'©•®°' REQUIRED •®' ©•07 •©-©•70•®- J' HV BLADE OR 1 A HV WINDOW BLADE INTO ©- ®•®-®.®-O.®- CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL SQ O ®-® ®-� ®-©-® END CONNECTION DETAIL -0-0 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone TII 111 m2020 TILTECO.INC. ®2020 EASTERN METAL SUPPLY,INC. BERTHA HVTM y'a uce � F9 z Accordion Shutter System Na.44 67�c — N.S�S.A■ H.V.SAX#1 W/OR Wp H.V.WMM MAX American Shutter Systems Y• OEsw7110H DATE DRAWN BY: MY TILLti TESTING g ENGINEERING COMPANY Association. Inc. I OLD 17-107 7/2/ ICE: 7/2/2020 o' STATE F eTss K.w MII,.sL,51..ws vrn Nu c.AOD+s.TaODA 3316, 4268 WestroOds Drive 2 DRAWING No ��'• F 2 Phm.:t `�m0i15hecoOwl.�ym5)871-1531 West Palm Elecch, FL 33407 3 20-164 ��•c�;. CQR1 P.:��c'.�r G-0006719 4 Z',��SA0njjE !`���SEAL/SIGNATURE/DATE W`aeiDe Lam`j wlwE ` SHiOOF 2,0 SCHEDULE #1 SCHEDULE f2 cCHEDUI F �; MAXIMUM SHUTTER SPAN -L+- OR "L-" MAXIMUM SHUTTER SPAN* "L+" 1AXIMUM SHUTTER SPAN*"L+' (ft.). FOR INSTALLATIONS W/ OR -L ft. ( ) FOR R "L-" (11.) INSTALLATIONS INSTALLATION LEGEND algrEgw, gs 0 k® or or INSTALLATIONS W/ OPPOSIN ; MMETRICAL CENTERMAJES CONCRETE h (1)L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or or CENTERMATES. !I .�^, MANSORY �D POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ® W/ NO LOCKING RODS or ONE HV LOCK— or or® I OR)W/ ONO LOCKING S L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV "T" W/ NO LOCKING RODS / WALL A, B, C, D. E. M, N, , P, Q, 0.S.D.OCSK:N PRESSURE RATING. LOCK® W/TW LOCKIN RODS ®TOP & (SEE NOTES t,tt)® ^IDS MOUNTING F, K 3c L R. S, h V. BOTTOM (SEE NOTES tt (VALID FOR MOUNTING QI] (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SWECONCRETE&WOOD INSTALLATIONS CONCRETE k WOOD S 7)CONCRETE �MOU MOUNTING G G. M• 1, 11,J T. U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: I'"I�V" 1I4�r c n ' MNanAI GIVEN A POSITIVE A.S.O. DESIGN PRESSURE RATING, A.SD.DOMW ASb maw ASA.DENG6 R15TAl1M1ON5 MI5 WALL MOUNTING BOOR/CEIUNG WALL MOUNTING FLOOR/CEILING MOUNTING DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE. MOUNTING k GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (A.-O (o..-L) FIDDR/CF1Ni6 MOUNTING (sa1J DETERMINE MAXIMUM SPAN 'L- FROM SCHEDULE. (+06 ) _ _ _ _ I.on-) t�olI-J RaO Wl WIMDNG O MAXIMUM SHUTTER SPAN -L+-OR -L--FOR L 4 (1) L-01 L+ N L-4W t/ 1 l-(Ifl L+ (Q L-P9 INSTALLATIONS INTO WOOD SHALL BE t1M17E0 TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR_LE_ 16,-0" 16'-0- 16'-0' 16'-0' 30 16'-0' 16'-0' 30 18'-0" 16'-0' 105 psf.AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+"AND 'L 35 t4'-1_0'11410' 15'-2' I 16'-0" 35 14'_-10' 14'-10" 35 15'-2" 18'-10" 40 13'-10' 113'-10- 14'-P 15'-2- 40 _ - 13-10" 13'-10' 40- -14'-2' I 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 IN-1" i 13'-1' IN-4' I 14'-3"_ __ .4__5_ 13'-1" 13'-t' 45_ _ 13'74" - 14'-3" t HV CORNER CENTERMATE f3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8' 13'-7" 50 12'-5' I 12'_-S' 50 12'-3` 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 il'-10' IV-10' 12'-I- 12'-tl- 55 11'-10" i Il'-10" 55 11'-t- 11'-11' SHAI.L BE AS INDICATED ON MANDATORY CONDITION f2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE .. __.60 tl'-C 11'-a' 11'-7' NOTE f5, SHEET 5.12'-4" 60 il'-4' 11'-4' 80 f0'-2- 10'-I1' RATING: 65 10'-10''10'-10' t1'-I' 7t'-1t' 65 10'-70' t0'-10' 65 9'--5" to'-I- DETERMINE: --i - - - -- - - - LI+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 :0'-8" 10'-6' 10'-9' IV-5- 70 lo'-6' 10'-6' 70 B'-9' 9-4" L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1' 1 10--1- 10'-4' 11'-1- 75 IW-1- 10,-1' 75 - W-9' ttEXCEPT THAT MAXIMUM SHUTTER SPAN-L+'OR INSTALLATIONS. . ___ ... _...._ 80 9'-10' 9'-10' 10'-0' 10'-9' 80 9'-10' 9' 1-- 'L-'AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR i ____, ____ FOR A GNEN NECATIVE AS.D. DESIGN PRESSJRE 85 9'-6' 9'-6" 9'-9- 10'-5- 85 V-6- 9'-6- INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: .. 90 9'-3' 9'-3" 9'-5'- i0'-t'.. - 90 9'-3' 9'-3" SHALL BE LIMITED AS FOLLOWS: j DETERMINE: - CONNECTIONS TO KEYSTONE MOUNTING 95 9'-O' 8'-9' 9'-2' 9'-10' 95 9'-D-_ � 8'-9' 1 L­ MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. i _ LIMITED TO +64,-72 p.6.f. AND 8'-0' SPAN, SEE L2 MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 100 _____ W-4- 9'-0' 9'-7- 100 8'-9 i 8•-4" MOUNTING®ON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11' 8'-9' 9'-4' 105 8'-7" 7'-11'- 110 8'-4' 7'-7" 8'-7" 9'-2' 110 8'-S' T-T FINAL MAXIMUM ALLOWABLE SPAN IS6 EQUAL TO THE _... - _ MINIMUM BETWEEN ' +-. 12+ U'. " -'AND 'L2-' 115 8'-2' 7'-3- W-4- 8'-11' 115 a'-2- r-3" SEPARATION TO GLASS SCHEDULE 120 8'-0' 6'-7Y 8'-2' 8'-9' 120 a'-a' - 6'-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM US - T-10' 6'-8- W-0' 8'-5' - 125 7'-10' 8'- M a" ALLOWABLE SPAN AND NEGAT AS.D. DESIGN 130 7'-8- 6'-5' T-10' 8'-1- 130 _ 7'-8-- 6•-s- MINIMUM PRESSURE RATING 10 DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2" 7'-9° 7'-9" Im T-7- 6'-2" WIND ZONE SPACING. 140 r=s- 5'-11" 7'-7" 7' 1. 140 r-5- 5-11• ASTM E-1996 SEPARATION T-3- 5'-9- 7'-5- I 7'-3" 145 T-3' V-9" TO GLASS 150 7'-2" 5'-7- 7'-4" 7'-0" ISO 7-2* 5'-7' 155 7'-0" _ W-5- 7'-2- 1 6'-9" 155 7'-0" s-s" 1 THRU 3 1" 160 _ C-11' 5'-2" 7'-1' 6-7 160 160 6'-I1' 5'-2- 165 6'-10' 5'-1' 7'-0".1 6'-4" 165 5'-10- 5'-1' 170 b'-H' 4'-11' 6'-71" 6'-2" 170 6'-9' 4'-n' .__._.. _ —_ -c ....._.__ 175 6'-7- 4'-9' 8'-9' 6'-0' 175 6'-T 4'-9' -- ___ 1 - HV BLADE 180 _ 6'-6- 4'-8' W-8' 5'-10' 180_ 8'-6' 4'-8" 185 6'-5' 4'-6" 6'-T � 5'-8` 185 e'-5' � 4'-6" _. ._._ , I ..-. 19D 6'-4' I ♦'-5' 6'-6' 3'-8' 190 6'-4- 4'-5" 195 6'-3'_Yt 4'-3' 6'-5 5'-5' 195 6'-3- 4'-3' 2U0 8'-2' I-4'-_2- 6'-4- 5'-3' 200 6'-2- 4'-2" 205 6'-1' I a'-1' 6'-3- S'-1' 205 . _6•-1' 4'-1- FLORIDit RAIDING CODE Mon High Ve.ocity Hurricane Zone `A dlt 1t(I��7IJJJJ''' 02020 TILTECO•INC. 02020 EASTERN METAL SUPPLY,INC. `,�`PC�1NR�,.. ..�..�/lam, BERTHA HV71 �.•'��G NS 9' �` A S S A Accordion shutter System L E C O �. . KV.BLADE#1 W/CR W RV. W=N BLADE No. 41 _ American Shutter Systems ZEV.Ik K3CM PTM GATE DRAWN 9Y:UMN. G. TILLIT TESTING I1 ENGINEERING COMPANY Association, Inc. 1 OLD 17-107 /2 IMte 7/2/2020 w5 N.W.3m.a,m.wa Vww.GmDDM rLoft Is, = o' STA OF c:. _ PIw e:(305)871-1530.Fu:(305)11 4268 Westroods Drive s 71-1531 DRAWING No •-moii:tALKoOoOl.— West Palm Beach, FL 33t07 3 �'��,c'•,NCO IDt` a at o006719 4 '% cc''•. WALTER A TIu1T J,.P.E. 2O- B4 ''J'J�gsIOIV 1/SIGNATURE/DATE FLORIDA De.1 44187 c SHEET OF 20 MAXIMUM ANCHOR* SPACING �1041 SCHEDULE FOR A GIVEN MAX_ SHURER SPAN- A_.S.D. DESIGN NEC•ATNE PRESSES_tIRE RATING AND A CORRESPONDING MOUNTING TYPE FOR C_DNCRETE OR CONCRETEIONS ANCHORS SPACING LEGEND POURED CONCRETE 15fE NOONr C MD ON 516FT e, CONCRETE CONCRETE TAPCON OR WKL HEADER_MOUNTING .A:WALL HEADER MOUNTING ®WALL HEADER MOUNTING ALL—SILL W41,,w �D`WALL SILL MOUNTING (c tL,WAlI_HEADER/SILL TAPCON WITH ADVANCED wm W/ , W/94 W/9 W/74• MOUNTING THREADFORM TECHNOLOGY OHuk a sl_2I"Im"PKWK Mt; ASD.OF)w,t WX PWRIFa w17c(;e Aso.om WAK I1Im tis RA-K(a9 AsD.scant 11tt29a7 FMMK lass ASA 0E501 eP4a51:PITMINE BUNG Asa�IAK PifMM!11TN0 ALL POINTS SOLID-SET 30 40 e0 75 190 120,1.0,205 30'40 60 75 90'120 16012 30 40 60 75'90 1120 taD.m3 30 140 BD 175 90 120 11101 20a 30 40 60 73 9011201160 203 30 40 1 p f 75;90 120 160,205 iLtE TA 17 10 9 a a 1a 12 10 9 6 14 12 10 9 a 14 1 9 D - 1{�12 10 9 _ __ 3.6 • 5.5 3'-W 14'17 10'9 e • • 14 12 10 ■ t t i 6 14'12 i 10 9 �e a e s 14 12 10 9 6 • { • 14 t2 10 6 • a • 6 6 ii • a a a 'a a TAPPER+ OR LEE 14112110'91e I ■ 6 /4f12'f0 9 • • 6 6 14112 i10� 9 '• a a • 14 111 1. • a1t�■ 3 14'12170 • • t • • • t e • ! • _t'da 14 12 fa 9 • • • 14'12'toja t e'a 111I210 • • '■ ■ ! 14 12 10 o'a �D le u'12 la 0. s i s s • 61 e'e e ■ 7 14 \! 10 • ■_ • a 14 12',0 '6 e 14 12 , _ 1• /2 f0 B e - - 14 12 1 - ■__a e a t _ I L 14 72 ro 19 ■ i • 4 /4 12'10 • _• 6 e 6 /4 5] 10 • • a- • _• 14 112'10 9 e 'e S.a - t�13-10 • • • • • • a I a • ■ a • 4'-D• 14 12 f0 9 e ■ 46 - 14 12 10 a 8je '6 r4 14 I! 10, i •_ t • 14 12 9 B I• - - 14 12 to • a • • t •{s. 6 s- i Y S 11 12:10 9 a `• 7 i t4 is i0 III s e a t s 14 1t- idt a i � a a u 112,,o 9 'e • 14 112 w�i � i / • • a'a'D D T at 14 12 10 9 a 1 4. - 14 12 f0 9 a e B '33 14 1 10 ■ a 14 12 10 9 7.5 - - t4 12 10 ■ 7A - - a a s 1 _ t 14 u'fo 9 _e (s 43 - l4 12 io a a e !a Ss a to s • f 14 12'10 9 a 7 - i._,z t0 • a - a j a e e 's s a i SEE ANCHOR 14'12'l0 9 e Y - 14 12 ,o:9 s e 4.5 - 1s 12 10 6 a e -i I s 14 12'10 9 e '3 - - 14 12 10 9 a 7 - - 1 a I a:e III i 4 SPECIFICATIONS 14'12 t0 9 (6 • 4 - ,4'14 f -� • 'SS 14 12 10 t 6 • f4 ti'to 9 a - - 1- to'12 ,0 a -7A - - • ■ a ■ t 79 as 4 ON SHEET 13 14 ,7110 • e - = 14.12{1 4 12 _•-_Y..4J = H 12 ro 11 ! • • • 14 ,2 9.57.5 41=,,- - 14'121957A 63 a.0 - • di 7_ 14b 315 6,-O• 14 12 10 9 !e 14 12 TO 9SSS I4 12 ro a • ■ ad 14 12 ro •(_i a Y Sa 14 19 iD 9 ig t4 12 ,B 145,+ _ = I4 12 10 9 '73 ♦_ 4 = t i • a lA•d 4 7e 14 12 10 9 a S 14 12 ro ■ ■ a 1 14 12 ro • a a • 5` 14 1! 10 9 5 f1 12 10 9 e 41 • i a • • ■I IA - 14 12 10((9 t { - - 14 12 10 9 • 3 - 14 12 10 _ • s s - 74 12 i 43 - - - 1 1!I e e S SS - - • i _7 -_ In a 7,_D. 14T12 ro4■Xt 4 14 t2110 9 9 a• 3 14112.ro f 16 e 6 - 14 1! lO f a ` - - 14 12 10 9 e 7 - - • • ■ja • a17A _a /4 1/2- 10 - -- _• 43 - - - 11 12 10 9 9 ♦ - I- f♦ f 2 10 t t e 7 4 - 1{ 12 1D S5'- - - - 14 12 110 I 0 a 5 - 1-- - •I i • 7 Y Y - _..�_- 14.12 10 9 7.a'175 - - 14'12 10 9 6 �f - - 14'12 10 • a e 6 - f 1 12'10'6 - - - - 11 12 10 a.5 7 - - - • 6 I a T a 4 14:12 10 9 5.5 J - - 14 12 10 9 a 44 - - 14 12 10 e e e - 14 11 7 - - 11 !35 33 -_- - i ty7 - e'-0• 14 t 12 10 9 SS _ '-- 14-(12 10- 9 -e-45�- l4'12.10 9 a a - i4 12�,0 7 4 - fa i2 10 • 6 3 - - i •1■ • 73 7 1 ♦SEE LIMRATIONS OF USE FOR to 112 1 10 5.5'3 - - 14 1 12 10 9 a - -- 14 12 10 ! ■ 'SS - 14 1! Y 1 3 - - 14'1!�Y 7 1 - - - ■ a 1 a 7 A3 4 i - F 1~ 7 I 11 t2 f0 B 0 - - - t4 12 10 9 e -4 - 14 12 10 ! s a'- '- 14 12 >a - = u'12 •.• 7Ji Y - - - i i a7A} 9 La - - L_- 1 - 10 L5 - - - 14 17 10 9 75 - 14-12 10 - - 1 4 - - - 13 125 6.5 t - - - • a 9.e S ♦ - - - e,_D 14 12 4,10�Y 1 - '- = is tI ,0 a 73 - - 14'12 10 Y_ a - - - 14 12 ro s - - - 14(12 ,0 6 Y 1- - - • • e e 6 63 • a 14+12,•S 4 - - t41,2 f019 '+.5 - N-�12 10 • 73 - - - 141fAr43(-_- - _ 14 11575'6 - - - - t' • 73 e�3 4 1 BLAp.SON SHEET 9 } 14 11 10 6 4-( =.1= 14 12 10 9 7 11 12 10 9 1 a T- -r /4 /2 S = - 14 11'a '6b - - - a'i e t 1,S 53 4 - 11 12 95 a - 14 /2 / ■ a.5 10 9 t 1 - 15 e3 95 !_ - - e 1 a SS 451 J5 14 12 53 5 - - I-_ ■ 55 - - 14 11 10 9 e 14 12.7 - 14 12 TO 17.5 5 a-a s a ' a 7S�4.S1 -14 12 95 3 33 14;12 10 - I- 11 /4 f0 9--J 11 77 to a s } 14 ta3 3 - /4 10.5 7"33 }- e'a 7}4Si45 35 - '14"i2 9 '4.3 2 '- t4 12 io 9 5 - - 14 '12 10 9 a - - 14 11 u 11 7.5 - 6'•.74,a 5 - - 14 12 7 - - - u 1s to. - t - 14 12 10 = - Y ■ : - - s a s - - a e 5 4 L5 -14 12 7 - u u'lo' - _ - 14 12 ,Di ,.�'i:'s - 14' 2 ,o s'_e e'i • 7 3.5 14 72�4 '- N11Y 10_ I -_` 14 11'1D - - 259sI - - _ - 25''95,6 -j - 6 e 6T6�{ 3 _1_ - 1 14�15651-� 1412'16 1412,10i- 7310 f410� 7 e16 76D 4.5 1 12 Y - 1 - 14 12 10 - '--� 14 12 10 - - - 9 3 7 -r7:- 14 - "S 7 10 - 14 1! as - 1 - 14''i2 f0 - 14 11'10 - - - 14 i2I4 - - - 4 12'10 0I6 •'■ ' e6' 3 - 12'-0• u_ J - - 14 12_e ;- - - - 54 1a'10' - «_.._ 1sep' - ses•4 e a'ss654 11 11 5 - - - 14f2 1014 /10 - 15'954.5' - • a ■ 14 1!, - - 14 ,2 - I- - - ,4 12 - - - 9 ..5 - - - 0 6.5 - - e es s - 1._HV BLADE OR 1 HV BLADE u i2( -� = 14',2 - - - - '- i- ,4j12 - - - - - - 14i12 - - - - a'a i • • 48 - ,a-o• ,4 >a -= _ - ,+ 1='- '- - „ 12 - - _ - D 1 _ - _ sztb '- - '- '- a 'a' b 4 3a - - W/1A' HV WINDOW BLADE '12 '- -- 14 12 14 12 7 51 6 :5'd3 _ I_ -a --a. Y 4s - -:-I- 14 __ 14 12 - - - 1! - _ - - - - 14 12 - - _ - _ 3 _ - a 16 - - - - a ■ 4 - 1412 - -�- - /4 12' - - 14 ,2 -I- 14 • - - - 14'1! - - - • •' • _• 7.9 4 - - j t4'-0 1s`7 '- _ i4 12 1- '- _ -. ,- „ 1z - - ( = w 4 - - - - to'7a -- _ - - e I73'IT 4 3 = - _ WORKING IN UNISON i4'ns - fi 12 - — 1+-"i2 ww125"•' 's e s 4. - 14 - - - - - - - 14 - - - _ 7 _ - - - 1- - - - 7.5 5.5 33 3 - - - -_ .-. - - 14 = - - - 14 - - - = 14 _ - - - - s 'a'e' 7. 7 Js 75'-0•� 1= ' - = t4 = - - 14 - - •. _.. _ - - - 6 - - - - - e 7'45 35'3 - - u 14 1 14' - - - — - lo' - -- - s'7s s' 4' — • - - - - - - -_ - - - - - •._O 1s - - 1+'- - - - - 71 - _ _ - r- 14 - - - - 141- - - - = - i i e'7si4 s = 14 ' _ - - - 14}- -- '- '- 14 -I- - - I a - _ _ _ _ ■ _ _ - - - - - • a3 4 '7. - - _ - 14 - _ _ _ _ _ _ 14 I_ _ _ _ _ _ _ 14 _ _ _ _ _ _ 9.5 _ _ _ _ _ _ Y _ _ _ - - - • 7 43 - - - - - fLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02020 TILTECO,INC. 2020 EASTERN METAL SUPPLY, INC. ....... r BERTHA HVTI 3' uc�u �9 A S S A Accordion Shutter System H.V.HARE#1 W/OR W/O FLY.WINDON SLAM American Shutter Stems * *4�1 ■ Ye DE7LlIPiro9 DATE DRAWN Irr: 16n TILLIT TESTING $ ENGINEERING COMPANY VAN. e.155 Kw.3M U. P.30N vNDteA GIAOF115.FLMOA 331 Association, Inc. clo 17-to7 /z/21n �A,e 7/z zozo Ptrone:(305)071-1730.Fa.:(305)971-1531 4268 Westroods Drive 2 DRAWING No � .-m;;tin.ao■ad.00m West Pclm Beach, FL 33407 3 Rk �� G-00087t9 ZQ-164 warFR A nlyt dr.P.E. SHEET ss��NA � FLORIDA tic Y 44167 5 hp3 SEAL/SICNAiURE/DA E s 12 OF 20 MAXIMUM ANCHOR* SPACINa (in.) SCHEDULE FOR A GNEN MAX. SHUffER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNTINGS F-G.t H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHIALL BE AS FOLLOWS: rww 0WENOTI mICRI[a= ►aaBD CONCAM (A) TO OUSTING POURED CONCRETE:(Min.V. - 3 ksi) (E)WALL SILL MOUNTING ©CEILING MOUNTING @ FLOOR MOUNTING - 1/4•0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX. IN', rc-3 ksi) yµSPACING I JECIND 1/4'0 x 3/4'ALL POINTS SOUR-SET ANCHORS,AS DISTRIBUTED BY ALL POIMS SCREW,BOLT&SPECIALTY COMPANY.(Min.1'c= 3 k0i) (10 5A"M I&a&HILS911E RNID 1pi. s':� DESa1 WNW PRFMw WIN; SD.06C1 KFLAIA4 PI1¢91RE 81TII1c;Ts1) - 1/4.0 BLUE TM CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.f'c-2 kii) 30 40 60(76 9D 120,I60 205 30 1 40 60'75'90 120 160-Zr 30'40 I B0.73�W�1201160 2 TAPCON OR - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY TAPCON WITH ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC.(Mm.f'c -3 k41) _ 4 12 101 9 n 1 e 5.5 U 12 1D 9 e 8 __ 14 1 _ THREADFORM TECHNOLOGY 3•-0 14 12 10 9 e • 6 6 11 12'10 9 8 e 5 14 12 10 9 • • 6 • ALL POINTS SOUD-SET NOTES: 14 12 t01 9 8 i- • I• - 112 10 ➢' 8 a • ! 14 12 10 • 0 • !_ • TM M/CAP A7)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER' 14 12'10 9 8 '• • 7 14 /2 f0 • • 8 • • 14 12 10 • • 1 0 • --- ANCHORS IS 1 3/4%AND FOR BLUE TAP W/GIP ANCHORS IS 1 1/2'. 14 12 tO 9 b 7 63 .S 14 12:10 i 6 - 8 1 /4 12 10- 9 I• 8 0 5 _-_ TMiEIt+ W-0• 14 12 1D 9 6 I t 1 • 14•12 10 _• 8 1 8 e e 14 12 10' 9 8 8 0 til A.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOUO-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 e I• • { 14,12 $0 0 • e 0 4.3 14 12 i 10 9 8' 6 4 ].• INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/Y LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 '0 9 8 6 e,43 14'12 10!� • 6 e :5,5 14'12 10 9 8 6 0 4& 1'MINIMUM FOR WALLS WITH NO STUCCO. 1{ 12 1D 9 7.5 5.5 35_- 14 12 10 • • • • 5 1{ 12 10 9 8 7 SS •sEE TNOx9 a Ua[FOR _.._._ S•-0- 1{ 12 f0 9 I B 8 !6 6 14 12 10 • •_ t • 6.8 14'12 10 9 a t • • 4J a'•06 oN 41FFT 10 A,3)IN CASE THAT PRECAST STONE,PIE:CAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 .8 7 4 '- 14 12'10)• ! td •_]A 14)f2 10 _6 88 8 .11 7 ANCHORS SFNLL BE LONG ENOIIGFI TO REACH THE WN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHNl BE AS INDICATED ON 14 72 10 9 e 7.5 - 14 12 10T i 1 0 9 Za 14 14 N1 ! I 0 t 43 NOTES A. &A.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EJFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 _7.5 5.5 4.5 - - +4 12 10 1 • 7.5 SA 4 14 12 10 • • • 4A 33 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 8•-0. 14,12.fO:0'e 0 -e �- 14 12�f0 • • ! 6..-5 14 12.10 • 1 6S 5 3A 1{ 12 l0�9 '7.5 55' 3 - 14 12)10 &5 7 LL6 • 3 14 12 0 U '1.5 4 Y�- (8) TO EXISTING CONCRETE BLOCK:(AS%C-90) 14'12'10 9 6 6 - - 14'12'10 19 1 6A ➢ 14 12 10 8.] S {t_ - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUIIDEX. 14 12 1 8 63 S.S 3 Jg 12 10.9! • 14 12 10 8 b •5 - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. "'- 1 ' - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. f1 t121 10 9 8 8 12 1D 9 • 7 6 4 14 12 10 9 7.S SS 4 3 7'-0• -�- 1 T F ' _t= - 1/{Y TAPPER+ANCHORS AS MANUFACTURED S'DEWALT, INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 1• 12 14 12 110 a 6.5 4 12 ➢ 73 8 4i 3D 14 10.5' 7 5.5 i 4b S3 _ 10 83' 7 4 12 t0 9 73 L5 ♦ N 11 9 7 7t - - OTHER APPROVED :ICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 11411il 7 33 4.5 - /2 /0 968 _ 4 11• 9 7 e43 3 - NOTE1 10 ➢18 0.512 f0 1 t • { 14 12:10 8 e5 533/- 8'-O• - B.1)MINIMUM EMBEDMENT IN70 CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON It ti_y 7 153 312 e V 6Ji { ] �14 3 - - WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS IS 1'. 11 9.617JS 8 12 9S'8 t8 5 - /1 12' b 8 e 5 413V ]S - II 10 t)83 S - - 14 12 a 6.5 5 4 - - B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO -0• 14 12 10 f 1 - 12 10 • 17.5-4.5 - - 14'12 85 7 5.5'4 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 S.S.MACHINE SCREW USED SHW.BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14�11.5 7S'0 { - - - /4 111'7'S3 5 35 - - 11' e SS 43 3.5'- - - EXIST.AND 1'MNWUM FOR WALLS WITH NO STUCCO. 1412 O '634.5 - 14 I112 8.5 7 "'4 - 14*10.5-7 5.5`6 j 13 8.5.5.5 4 - - - t4 112 9 7 6 4-5 - - 14 11 7 5.5 45 S6 - - 8.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE LXtnNG WALL OR FLOOR, 1/ 12 10 9 73 - - - 11 1.12 10 6 e3 5 - - 14'12' 8 1 6'6'4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 10'-0 14 fOA 7 s I33'- - - 1] /3 4S' 5 4 3 - - 1017.5 5 4 '3 ;-1- - NOTES 8.1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR FFS WITH OR WITHOUT METAL STUDS CONSULT-THIS ENGINEER. 14 11 7.5 5.5 - 14 13 9 1 4 5 4 - 2J57 9.5 6 5 4 4 FOR INSTAUA11014 INTO DES WITH METAL STUDS SEE SHEET 20. a3 6 5 - - - - - 14 12 8 83 S5 4 - - 13 10 BS 5 4 3 14 12 10 - - - - - _ /1 7 e 4.5 - - 14 OILS 7 5.5 43 3S - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 71'-0• 2.5 9.5 5 - - - -•- 12 -0 1"-6 14,5 4 '-3' - '/t 7 '4.3 3.5'3 1- - - 14 10 7 - -1- 14 10.51 7 166'4SI - I- - AILS 83S3 �.5 3.75- '_ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.O.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - -I- - 14 t1'5,7.5,/ 5 - - - 12 9 _8 4.5 4 - - 14 12 10'- - 14'12 b L5'5.5 I - j- - IN 10 6.5 5 4 - - - FQSIE-P-.2ANSE-YER.SUS VA�1N.Sr_SLHE00.E FOR ANCHORS: 12'-0•- t 1.a 8.5 4.3 - - - - - I1 8 bsl 4 3.5' - - - 1 `6 t 4 3'- - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E. D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING ].S 9.5 0 13 y` &5 5 4 - ILL% • • 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 0.S - - - - 14 5. 7 5.5 4.5 - - - 11 W 5.6 4.3 3.5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS IMAM MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13•-0• 14 12' - - - - 14'1 5 7.5 e 5' - - - 12 9 6 t5 4'- - - FACTOR 0'S e 4 3 I- 10 7.5 5 - - - PA'53 4 _3 -_ - - - ACTUALTAIPCON 23 83 - - - - - - t2 9 { .43 4 -'- .- t3'7 5 4:-'- - - EDGE TAPCON THREIDFORMHTECHNOLOGY ALL PONTT SOL07 SET BLUE TAP Wf CAP TAPPER -- - - - - •'' 1-" E�yCOA1CRE�lEBN& ----"._ .. --- -`_.5 a - 13 9.S as ".5 . - - E OR OICTANc 14'12 - 14110.6t 7 5.5 - 11 F83 531 - E.O. MIN.SPACING - 3' AN.5PACNG- 3 1/2• MIN. SPACING- 3- 3 3/1' 9' 14•-0• 10 J3 - ➢ 7 u]At 7 0 15 7_ = E W FSLaD DOUEE-mIrJEIe_8ID( POURED CONCRETE& TNJIIRED CONCRETE&la9m cSrrnBE oo9MIE am 1.3�e - - - - - - 11 • LL6 4.6 - _ _ _ 9 I dd 1.5 - - - - /2' CONCRETE BLOCK CONCRETE BLOCK .. - ES•J 0• M E0• 7.5 - - - 1 6 - - 9.3 - - _ 14'-M_ __" _ Jsj1o'es.. _ I_ __ 5 s -e - - - BLADE WORKIONG - r- ... aso 1.0 .au to + L Ml 1 A W E 2 1 I/L 1 I/L 2 1 e S LLS'/ ' -N - e.3�• ] -I^ - - 1 t/!' - OA1 1.0 - 0.07 1 0 YN.EO•Y 11l E0.+J I'2' MN ED.-1• _ 10 07• 10 10 - - - =7- -'- os • 5 - 85 i 4 - - - - _ IN UNISON ♦ --y-- _ 0.7t 1 31 - Oil _ 0.4J 1••-0 i4- _ - - - -'- 1:•ss 6 - _ - 10�7.a s - - _ 1 1 d -- - I _ _ - G ---- _ •s'- - - - _ - - is 6) 4 '- - - - - ��(�({BUILDING ( on ighVelocity Hurricane Zone a 111111 �NyryA r 02020 7LTEco.INC. 02020 EASTERN METAL SUPPLY,INC. A � BERTHA HV �, .... . . ,, _ SSA' .T E C A O 1 N , Accordion Shutter System No.44 67 °°��� HY.f110E fT W/OR W/O HV.WADWi BLADE *; * TILLIT TESTING & ENGINEERING COMPANY American Shuffer Systems WEV.16 11CWwgm SATE DRAWN BY: Bp 6355 11-361n.SL SIR.303.Machu GwOE7s.naua 33ur AnocI�O110 Inc. I OLD 17-107 7/2/202C DATE: 7 2 20 STATE F � 4268 Westroods Drive 2 9' .r PN9r4:(JOS)971 1.wt .Fox:(J05�71-15}I DR AVI(ING No '2UR P ;��``� .-noG> og.com West Palm Beach, FL 33407 s 20��64 s'••'••• ••'' WALTFR A 7467 9 P.E. 1 s/DNA IRt�M EA1 SIGNATURE OATH FLORIDA U3.•44167 ` SHEET AAAnFNI1 R / / MAXIMUM ANCHOR SPACING (jp,) SCHEDULE FOR A MEN MAX- SHUTTER SPAN. A S D DESIGN NEC■THE PRESSURE RATING AND A C�RPSPONDING MOUNTING TYPE FOR CONCRETE' OR CONCRETE BLOCi( INSA<<AT10NS (SEE MOUNTINGS 1,J.K t L ON SHEET 7) PORED CONCRETE POURED CONCE7tTE ooNa1ETE BLOM ANL`NOM SPAQNG LEGEND wkx OyER t 1'TgEPEN (2)RAMGUARD MOUNTING (F)WALL/ MOUNTING gWALL/WALK OVER MOUNTING ■Ife yryJA'iNC3` TAPCON OR �eDs el vp9A6E SISEO Cpd RSA..sm1 UMVK ROE59ME tli{6(01f-SD.DESIGN NEATNE PFISSME PA16G a DESIGN NEGATIVE v16SSK MING:•,I TAPCON WITH ADVANCED 30 40 80 175'90 120 100'205 30 140 100 175 90 120:1601205 30 40 60 75190 12D 1801205 30 40 60 75 901120 100 205 THREADFORM TECHNOLOGY _12 110 f 9 a i a 6 .6 t ,1 -- 1 i4 __ 7 •-7 13.5 s _ ALL POINTS SOLID-SET I 3•-0� 14 12 10 • • 6 1 6 6 12:12 /2 12 12 12 0.D 1 1 7 7 7 7 7 7 7 7 6 5 S i i -- u Via 10 • • it I e a 12'13 u t! OJ a • I.3_ : 7 i 7 i 7 7 7 {5 a 'a i d a •s ■ s • BLUE TAP 12 f0 %" � ■ ! 12 12 12 1! 12_iTO 78 S 7 7 7 '7 `7 7 7 7 ■ 6- • f N. 0_ a. 8 -- TAPPER+ 11 12 1 _ e 13 1I3_ a 12 iS as 66 7 7_ _ _• • • s s_ a 6 _ _a �--- 14 12 t0 9 •- 6. f 14 12 12 1! U}•s 7 7 7 7 7_ 4•-0� 14 12'10I i •_ � 0. 1! 1f tt f8 ■ • I.{S% 3 7 7 .e- 14�12'10'9 s s { 1! it 17 13 i0'7.s 7 7 7 7 '7 '.7 66 ■ 6 C 6 6 ! 0 6 f1 12 110 e _ 1! t! 13 1I11 9 7 6 4 7 7 7 7 SS 4 3 6 a _ 14 '12}10 f ■ .4 12 12 12 112 10 17J�5.5 4 7 7 {7 '7 7 '7 7 '7 3 S- S3 ,3 6 S S 8-0'114 14 12 116 0 t '! { • 1! 12 11b 7J• ,e �5 13.5. 7 7 7 ] 7 '7 5 '3b 0 6 b a 6 r S ! 4 12 10 i 11 f D 6 ■ Is 12 12 195 15 .6 i4.5 - 7 7 ,7 ,7 7 ;7 5.5' a • 5 ,S S '3 5 r 4 SEE ANCHOR NS 44 12 10'9 I a { ■ 1! 1Z lJ 9 7S.55'731 J 7 '7 '7 }7 7 • 4A - •r 3 13s s 45 - ON CSHEET13 1+ t2 110 O e ■ t 6 1! 1! 1!', 6 IT 45 3.5 7 7 1 7 7 7 7 7 7 6 S 3S S 5Oi{ 12 10 f • • ■ • u 12 • 6 5 4 3 7 7 7 T 7 SJ 4 6 5 S 5 5 4 3 I4 12 10 f • ■ 6 If 12 1!•10 S 0.5 5 i♦I12 10 6 6rillit 13 10_e e.s 5 J5 - 7 ;7 7 16.E • - - _ 6 5 �S 3 4 3 14 t2 /0 f _i • ! It"12 e.5 7 5 4 3 7 7 7 7 7 7 7 �_ • if S :5 .5 _! S S 14 13 10 f 0 D 6 610 5.5 3 4.5 13 - 7 '7 7 7 �636 3 - ■ i I S 5 S 5 �3.3 3 4 12'la f e 16 6 iIt'as 7 ■a'4 - 7 7 7 1 -.1- 5 - - a T5 s s s ♦ = 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 e 6 6 1 )12.65 7 as + 3- - 7 '1 7 a.5 4 - - ■ I a 5 4.5 33 - - PSF A.S.D DESIGN PRESSURE 8,-O, II tz't0 l-9 •6 e-6 _ 111' t2 O.S.73 6 45 a5 _ 7 -7 7 •7 i 7 7 4 i 8 i 5 s 1 a 'e sb RATING & FOR SPANS PER u'12 TO 6 - 12'9 6 45 4 3 7_ 7 i 7 3 6 4 a s 5 '3 a 4 3 _ SCHEDULE S, SHEET 11 14'12 10'9 6 i6 6 17 11 E75-�- 6 7 7 }75 6 4J.- 3 5 's 's'a-Is 14 12�10•9 6 6 - - t1 'i575 { a SS - - 7 7 'ES 5 a - 6_ 515 + 3 - 1412109 a 6 !- - 12"1285'aa S.61/4 J '- 7 7 7 7 7 �7 t 3 6 5- 5 5 S 'a 6 • �•-D• 14 12 10 9 6 _6 '- - 05.0 15 .4 3.6 1- �- '- 7 i 7 7 �6 }S '3D _ 6 -1- 5 }5 1 '4 S -_ 14 t2I10'v 46 • - 1!•10 6.S'S 4J�- }- 7 �7 17 6S'3.3 - 5 S ! 5 s 4 14 it 10 v e • - - +! O.S 7 3.5 4J - - 7 7 >b 4.0 J 5 - - 6 1111 5 45 15 - - 14�12 10 9 0 91- - 12'1165 a 5 '33 77 7 1 7 7 43 6 613 5 5 316 .•.6 14�12'10 v e e - f.S 7 .s5 3.5 J -'- '- 7 1,7 7 35 4.0 __. 1- a 5 •i S 4-1 3-3 - 14 U 109 a s 1! 9 6 a ♦ 7 7 7 e 3 ■ DES 4J 3 ! 14 i! 10 f { I t _ - 12 i9.5 B I a ♦ J - 7 7 a 4 _J • a 6 4 3S - - - 141l.7J'9.0� •t6 .� 12 I10 757�4b+73' - 1. 7 '7 7 '7 7f331_ ■ Sb ! 3 .5 .5 4 11'-0 la /1�la 9 • ■ - - 8.5 16S 4 .35 T a - 7 "_i a ! 4 - - S-'.-! t 3.'b .+ .3 14 1! 10`9 6 Ia - - 11"e '5s'4 I- - 7 7 R7 33 4.S - a 5 is 5 `4.5 - '- - I i! -10 9 e - - I S as 5.5_4J } T a.5. - ! 145 35 3 - _ - 1 HV BLADE ONLY 1• /! 10 9 0 - - - 12 O.a 6.3 5_ 4 7 - - 7 7 7 1 7 6 7 - S_'6_I S 5 a ,5 '4.5 3.5 lY'-0 /• /! f0'f ■ - - 6 6 '4 '3"- - 1- - 7 'i 55 15�3.6 - - ■ ! y5 45 / 3 - - U 1! 70 • t - to'7,1 S 4 i - 7 7 1 6 5 1- - 6 • 0 3 1^ - - 0.5 6 5 ♦ 35}- - - 7 a.3 48 J 5 - - 6 ! 45 35 3 - - 14 /3 +t • t :'- - - is a.3 6 4.S 33 3 '- - 7 •7 7 7 7 fs - - 5 a 5 s S 5 as L 13'-0 1• 12 10 f ! - - 7 35 3.3 1 3 - - _ _ 7 }7-f i • 3 - - - 5 5 5 + 3 )- - 14 12'1O 9 �e � - 9 -7 .43�70.- 7 •.7-3.5'4J� 53 'a 4J.4 - - 14 12 tD 9 - - - - 10�7'J s 6 a 3 b • 3 - - -14 -12 f019 0.5-7i0 '&S4i33 - - 7 7 ;7 '7 7 4 - - 3 SIS ■_ 6 6 4 .3 14• 14`i!_�70 9 '- ,- - - 15 .3 - - - - 7 7T6 �8 - - - s 5 14 i! to • :0b 7 7.}"6. a s 5+3 4 9 7 3.3 l - - - 7 33 - - - s 5 a51 - - tS•-0 t0'7D •- 4 '3 = _ - 7 7 7 7 i t3S _ - 5 S a a 6 a"j 3 4J 7, f_ 3 _ 6 '3 45'35 a6 4 "a '6 1 f 12 1 - - - - - 7 55 3.5 141!`10i-'- .. 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OF THREADED AREA TO W/1 1/2-Min.PENETRATION OF THREADED AREA TO EXISTING TO QA�(� I i•I (SEE S�CHEOIODD HEADER.SHEET 15 r WOOD HEADER. (SEE SCHEDULE ON SHEET 15) LM SERNIATION W I 1 I OR 1 AND �II r 1/4-0-2Ox3/4-S.S.MACHINE SCNEDIAE ON SHEET I�I SCREWS_O C, „4•_2D NUTS F—TON SHEET 1199 FOR BLADE:�FORR •Min.- III ACES(D h s \ EXISTING w-ED- GLASS---1 N I 1 Z rry + h WALL S I .i I. •.mu/r �: . I' t$at 5' FINISpt N�� Cr WALLEXISTING MIN. FINISH2"x4'WOOD , OR( EXISTING MIN. ( OR HEALER REOURED 2'x4`WOOD Ihl I 1 4 0 TAPCON OR TAPCON WITH ADVANCED I HEI.OER REWIgED wAsivic .O.SAW(BON I I 'I(WEI I - (T' �• j, THREW" RA TECHNOLOGY W/ 1 A T Sl7EDME ON SHEET I :nI MIN.SEPARATION TO(LASS `/ Min.INETOW h AD THREADED AREA TO I' 11 FOR BLADE NAM I EXISTING 4""---(SEE SCHEDULE ON SHEET 11) (SEE SCHEDULE ON SHEET 15) ON SHEET 19 FOR1 4 BLAOES�k(/, 1 4 GU155---y �� -�. ..- I. 2'x4'COO.SILL .) -.__.-_--_.--. -... - PLATE REQ'O. 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SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE '/& Al WORKING IN UNISON 1/4 i N PCONWITH OR ---EO -- EO --- 2'MIN. - EDGE(IF APPLICABLE r TAPCON WITH ADVANCED WOO BEAM EXISTING I - THAFADFORM TECHNOLOGY WOOD BEAM REQUIRED. ,�,! � - �- - � _• --� �--�_ ) W/1 1/2-Min. PENETRATION T 4•a-20r3 4"S.S. STRUCTURAL ADEQUACY -- _-- OF THREADED AREA TO / / OF EXISTING WOOD BEAM i --- F]a5T6NG WOOD HEADER. i� PHILUPS TR1155 HEAD TO BE CERTIFIED BY -- iN 'Aft.- MACHINE SCREWS REGISTERED ENGINEER OR - -- EXISTING W� (SEE SCHEDULE ON SNEET 15) W/ 1/4'-20 NUTS ARCHITECT PRIOR TO - EQ __ED _ TRUSSES OR O 17-0-G. SHUTTER INSTALLATION. _ •--N% RAFTER O 24' vmnrm 19 EO--EQ 1- O.C.REQUIRED r 1/4•0 TAPCON OR tnutty�u _ 1�BA'15' TAPCON WITH ADVANCED EXISTING SOFFIT r3 - .257" THREADFORM TECHNOLOGY 3/4'Max.THK. l a11 nil I' Max, W/1 '/2"Min. PENETRATION _.EQ EQ- OF THREADED AREA TO l -EO EQ- /1 3/4' I ____ _ 1'rl'X1/B'CONT.ALUM.TI:BE -OPTIONAL EXISTING W000 HEADER. 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U HV CEILING TION i L ♦TO aAs - �;OR® MIN. Milt 3EPARAM N TO CLAss -J d SERA urwN(SEE SCMEDU.E CN SHEET 11) E%571NG i a t9 ) jl TO GLA55 fCLASS'� : (SEE SCHE HEET lE'( i ONSHEETALTERNATE ..��IEXISTINGFw sH I I ft 1 a• l dt0r3 4.1FR cLAss—i 'I I I 2•.6"MIN. WOOD _ MITI ._ NEpHEAL DECK REQUIRED -"'13)OR I 2'rE'kW. WOODSCREWS O 12,oa '�, (NO FINISH ,.lI--'--' DECK REQUIRED(NO _ - _ - _ _ ALLOWED) ! FINISH ALLOWED) d EO--h EDGE OF DECK - --_..1 _ 1/2'-•I,-1" __ - O�ECK --�APPLICPBLE OF K { :' w IF APPLICABLE _ .FQ -r_- - it _ APABIE - - 1/4'a-20r3/4"S.S. - - _ .. 1 1/4'0 TAPCON OR -M�. PHILIIPS TRUSS HEAD >_Y M•EF--..c-L - 2eX4•CONE 'I TAPCON WITH ADVANCED MACHINE SCREWS - - ,i - - -- 1/4.0:APCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1/4•-20 NUTS T14RMFORM TFCHNOL(W W/ 1 1/2•Min. - 2•MIN. - -SILL PLATE 1/4"a TAPCON OR TAPCON WITH ADVANCED THREADFORM-- _2'ylµ W/ 7 7 Y Min. PENETRATION O 12.O.C. PENETRATION OF THREADED REO'D. � TECHNOLOGY W/ ' I/2"Min.PENETRATION OF THREADED OF THR ED AREA TO AREA TO FOISTING WOOD HF/10ER. (SEE - - EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) SpiEOUF ON SHEET t5) •SEE uMDA " D USE FOR � O HV WALK—OVER INSTALLATION U HV WALL SILL INSTALLATION ME IoON SHEET,9 `W I HV FLOOR INSTALLATION FLORIDA BUDDING CME Non High Velocity Hurricane Zone it 02020 111 INC. C 2020 EAsrmim METAL SUPPLY,INC. BERTHAMT11 ENs ' A.S.S.A. Accordion Shutter System �. K�.aaoE w w KV v�NooW alA�E No.441 7 #1 / /b American Shutter Systems 4EV.Ph DESCRWTM DATE DRAWN BY; MP 'x*? P, 7 TILLIT TESTING h ENGINEERING COMPANY Association, Inc. I OLD T7-107 /2/202 DTE: 7 2 2020 STATE0 WW N.W.Wth.W.S..305,VIRc4w GNIODES.TLIIIDA 331n ft—;(aD5)671-1530.Far;(305b71-1531 4268 Westroods Drive 2DRAWING No k- • FLORID —0: West Palm Beach, FL 33407 s 2�—�64 G-a008719 4 �•'ijA`s[1/••••••" \\ WALTER A TINT Jr.P.F. SHEET 'aAA1Af10NA� ;e SEAL/SIGNATURE�DATE ROIaM Vc.d~/LF! 5 7 OF 20 END INSTALLATIONS ;1 HV BLADE OR 1 A WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'.4'NN.MOOD SRR)S REO'D. 2-a4•IGN.MOOD 2-xa"wN. SfO05 iMCd .'D MOOD SROS :/a% _— (AS APPtfIR�) :^I \\ ue.� ST v MR \ / w OR W/MN. �) E916H y i_ tO'PflR1RARON F`•• \` i� mew I LTe0L0 E No .I 1 Y / \ I SNOS a:r. a:SRMc GLASS assNc IAATS i 7-\ f76TwG GLASS In'141K cox ,,,90DD cox -- TO GIB(92E som.EE oN 9[LT 'Lrw00. w +. -9.<k•. sm{E IN 9QT _ _— - m OASS(s¢ 1116'al 94 _ 1 IDR 9.oE 6NO ��^�."�•. S l W 9EET P"DW. 501DUE M sHI a s w Is� -- _. 71i (9oe7-TB)con. 1 1/2,wL ODa a vm a Nw - -_ .-__ ,Rn av 0— ,/7' , _' 1!nn e,OE mwo OJRSmt AIW.cLOSCR KTDOD2. "�'LaSme QA rM1 `OR RCIT 19 IDp a9QT,9 r01t - -- 1/1•MM. PLAm(L"TE I/T'- 19Ra1 _ _ BIrORmi® ' - HA��•i9 • .9Rc to O.G ' (1)IINuw7o'.0.r '\- --_ .4 r - n)Navi s21s.m�. 'v---�� i ,1 5 4 �- `•• _- law'i aw r oc�.r,.,rz n'D ��. - --_ sE KrAL"Ea- I OR�e nnw eR.a,y) { OR 6 SEE: SID wAAs,I'D°AR 7 s:M _- s SEE°caraNEcii°Dn 4 ✓l�•(4•C}O'lbi'�•�- f-•®-p•L�•E1 OJ• _/ ro iRAca r�.�� d.O-O-®®- Z�-i�i•flt•-©®- (�-�•®- n•C) t?+"•©•p7•p. ®•L-(�(I�•(9- v.n.p•©.p.p. °J•O•hi-©:7�•ia- i�•f9-© JR•07•b - 0-0-0•fl0s:0- 'p- c;.A-t9 ti•a3 fy ®fl-®�' ©- O®•43 •® (P-0-p'®-0.0 O+•ti-®•�-4i•® END CONNECTION DETAIL FI END CONNECTION DETAIL 8Q END CONNECTION DETAIL END CONNECTION DETAIL (0: EASTM A REcur ONIY,CR Y;ws 6RrA*ER wN,r-o• �-Goss _-- 2".4'Ntt epOO ,/%T.ICOM IRK119RS , suns REaro W/{In'w. /a•r iN'LOn Axom- Y;o=+/r s.9.s.. ' E:D57.NG GLASS� Pe(iMAtrl IY O.G ./1,/'t MN •16 L.C. IOR1RRXll1 O,Y 0.C. ,_,•_ To a�((sTz _I, 4 ♦ SEE UN1TA710N5 OE USE FOR --" - n M9. soEDua oM sxiT wv sT,9p9,w 4SHEET 79 *O a.�(s¢ ",_ S• _-'-"a 31FET n rw Nx e1Aa mwo 16 5 a.DLs m.® ,�"-»--__- C� eLA26 m s M1Av \Wawa L .nRn,d! 7 I __0A la�/I AUGR(9 <1'jpR QOM W= Tr; 42 �-O" -0- �wu nNs, 2%4.W.aoaD A 'vu -�-C?'U-O'L�•Ci- q•��ayv(+�oR�°"1® ��Y `LY"®-lr•�-Q�.®• SILOS AM- 05,1 •-®•( ©•Q�- am 0. c+a C•fl-YJ O-®•® DETAIL X END CONNECTION DETAI END CONNECTION DETAIL`2\ FLOMDA BUILDING CODE(Non Hi t7 Velocity Hurricane Zone, 02020 TR7ECO.INC. _ 02020 EASTERN MEAL SUPPLY, INC. BERTHA HV,,, No.4416' Accordion Shutter SystemC S S AKv. BLADE rat w/OR w/O FLv. vAlZlOW BLADE '� * #.fi'_i4a —� AOIefICOO Shutter Systems EL N DESCRIPTION DATE ORam Lir: N.P �,. STATE OF '� 'dLp� iIWT TESTING a ENGINEERING COMPANY L- a� .' cns N.M.se1n.sc.w..we.wIWNu uRnNs.FLORIDA Wle A!>t0010}IOEIr Inc. I OLD 17-107 -/2/zoz. wTE: 7/z/z020 ��` '�LORiDP (.)871-1530.Goa r(3D5)871-1531 4268 Westroods hWive 2 -_ FsiS `� rTecL�000e' G� West Palrr Beach, FL 33407 s DRAWING No /ONAI E \�, --- W/�L7FR A.TRU7 Jr.P.E. 4 20� �� A/���IhHnnlltlA N FLORIDA UL./N167 s SHEET P.E. SEAL/SIGNATURE/DATE 6 IS OF 20 GENERAL uMrtAtTONs AND CONDmONS OF USE FOR a UM A e 5• `/' �;!' T � UNISON wT1H 1.MAX.AS.D. DESIGN PRESSURE RATING: +110.- 110 Ps.f. 2.MAX. SHUTTER SPAN:96• 3.ALLOWED MOUNTINGS:A.0,0 k H ON SHEETS 6, 7;AS WELL AS 1 I MOUNTINGS M.0,T. U @ W ON SHEETS 16 h 17. � /� it }�ONLY CENTERMATES,,,,1 (BOTH W/ 4 OR ARE ALLOWED WrDl©1 1�l4LJa n 4 CR S (2a D IN A SYM�E OR OP C lA IN CASE OF OPP& CCMMDDUUTT MUST RE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF J„20- i 1 CEN� F'A' E7A A A 5.(A)HV WINDOW BLADE 1O SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS 44• A I +! I A A (3.0 HOLES)FOR©PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX.5 WINDOWS Z ! 101 A A A (B)MIN.CLEARANCE FRS TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1Q ALLOWED I+v of WINDOW Bki U10E AN'Y 3Y HOLE FOR SHALL BE 12•. w ( i I 1 (C)FIRST A L BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV H I I • ' I A• A WINDOWOWLAD �'T BLADE 1 (0)Hy WINDOW BLADE 1O MUST BE USED ALTERNATE TO A SOLID HV BLADED I I l I . • THROUGHOUT SHUTTER'S WIDTH. uF _ qi4 (E) TES SNLLL ALWAYS 6E INSTALLED ADJACENT TO A SCHO MV A BLADE 1 AT E,IHER SIDE OF THEM. SEE END I I I� I'. C� (F)POLYGRB0IUTE Viy W9iU01W®SHALL BE,NSTAU.ED SO TABS FACE CONNECTION x 4 THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW L1y MUST BE iD0 dI�B TYPHUS, H• �3�, ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROV1 D BY ASSA, p;ibA INC. FULL HEIGHT. 6.SEE ANCyIOR SPACING SCHEDULE FOR INSTAL-ARONS INTO 1 FRAME 71F BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE N07ES bi 6 t R 2 ABOVE)I j . Li I+ 1 I I SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED 4 SPAN NC µD DESIGN LOAD(SEE OR CONCRETE OLDCROTESLI k 2OR 11- A, 1]AS LIMITED BY (SEL PW4 FOR REQUIREMENTS) 8. MINIMUM SEPARATION TD GLM SOHEOUM PER ASIM E-1986: TYP TOP a BOTTOM W )2 aA 4- ).`7J/ WIND TONE MMOM SEPARAION TO MASS UNlAR -ED WOTH- '--- '+ 'tom ---- - -- ----- .._ _ ,THRu-3 ELEVATION MIN.SEPARATION TO GASS D(IS'ING CLA55-. '.SFE 514EULE OR 9EET 11 iTR 8UDEm AND 1TIES SHEET FOR BIIDES(7)a�A -- MA CIENZIRMATM(2 ONLY) 21� 24 / /� 21-22 \ TYP. R^L CFNIERMATES®® L----.._. 35 wAlacc aA-1- W/2 OR 12�5;AND ��` �/ _.__._ _.._. _ .. � 1 W/0 ( NO_E 4 ABGVF) TYPICAL 1 HV BLADE WORKING IN UNISON WITH HY WINDOW BLADE 1A SHUTTER* N.T.S. #ONFLORIDA BUILDING CODE(Non High Velocity Hurricane Zone _,EIA,`E •• � V2020 DLTECO,INC. ®2020 EASTERN METAL SJPPLY,INC. AjPF ''�CENA■S.S■A■ BERTHA HVTM ' /T717LTE C O 1N�. Accordion Shutter System No.441 7 _ _ RV. MA #1 W/CR W/b KV.W0WN I&ADE _�� * �•m American Shutter Systems REV.N xsCFWIVN DATE DRAWN BY; M.P .I TIWT TESTING 8 ENGINEERING COMPANY T �• Association. Inc. , OLD n-lo7 T DATE z zo20 - o• $IATC Q - Eau Nx.neLn.s...sl..ws.vlxfaAA 6w[Errs.Rama 1T76 /T/ // F C� P5on4:(305)871-1530.FaA a(305)871-1531 4268 Westroads Drive 2 �y�` �ORIQ lVk p: a-tea tlt-4-1— West Palm Beach, FL 33407 3 DRAWING No wo, O• f:A� .� GA-0006719 ♦ no—1 C yry,V,/ NAL• WI'LTENI'LOM�Li=ui 44167P.E 5 L. VY ��NNnsaa SEAL/SIGNATURE/DATE _ SHEET 6 19 OF 20 V.1 1/2-.0.D35•THICK _ 1. INSTALLATIONS WZ ) HV BLADE & HV CENTERMATES ®1 12.000'Mex r Nh, AST.A-653 GRADE 40 Min. : YAMES ; MTn.G-60 CALV.STEEL 2..""'- '' INTO METAL STUD WALLS METAL STUDS AT 16'o.C. ,g I3b oYp. 1.4 I ----- - t/s•6 o.c � fl7s• ® ]/4"0 NOMINAL A ® * GENERAL i MITanONS AND CONDITIONS OF USE ALUMINUM SLEEVE - - %I' Ty b FOR BERTHA(t.HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY 1 3/4:6 1/1•.o.G3s•THICK win.i ' _n — I" CONT.GALV.STEL TRACK CHANNEL,; s•D.C. a 6•O.C.^., :• SYSTEM INSTAL I OON TO METAL STUD DUALS 3.�. o SEPARATION TO GLASS SCHEDULE - ASTM A-653 GRADE♦0 Min.G-60 GALVANI rAsrelED ro suos I r'� 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) Max. w/(2)j6.1/s•TEX SCREWS GN I EXISTINC FwOiH ,39) _ INTERIOR R EXTERIOR FACE i AS APPLICABLE , _O 2. MAX. SHUTTER SPAN: 64 yyptp ZONE MINIMUM ' �,1 ASTM E-1996 SEPARATION -43c LENGIH+ 1-- MIN. SARATION E 3. ALLOWED MOUNTING:Q ON THIS SHEET, TO GLASS EXISTING GLASS--� T EP O GLASS {j (SEE SCHEDULE) Aa .rf 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED , THRU 3 1- �U T PENETRATE BOLT MUST PENETRATE 3c T' WITH 21 ARRANGED A METRICAL LAYOUT. - - USE (2)A(6- LONG, MINIMUM) MUST ALWAYS BE 4 4- 1 FINISH O INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF -1.373•-' _ 1 NT-•.6 1/4*.TEE 0MAC THICK E6n.l 250-- •DSO Cart.Glue. IRED TRACK CNANN l; AS APPLICABLE I, CENTERMATE. •i-_ r • ASTN A-653 GRADE 10 Nm.C-60 1 - GALVANIZED FASTENED TO STUDS nT--��-�e W/(2)I6.1/2•To(SCREWS ON i 1�3C 4•;O � — INTERIOR a EXTERIOR FACE i e 6-D.C. a 6.O.C. 't 1/4�0-20 THREADS 0 0 -l I! r 'I I BLADE SLACK DETAIL WF IS ALSO VALID FOR fl /4'0 ELCO CONSTRUCTION _W W , T ---- --- 1/�2— 12i CENTERMATE 2t APPUCATKNI WITH BLADE 1Q PRODUCTS FAB—LOK HD e x 1 1/2'.O.M THICK I ?.VARIES.. c �.Mk ASTIR A-653 GRADE.40 ,. _�.111 ® 6• D.C. COMPONENTS ! Mtn G_eG SKID srTxD PETAL STUDS AT t6'O.C. 'I 61IS WALL HEADER/SILL INSTALLATION FXISnNC nNISH AS APPLCABLE SCALE: 3/6•- 1" MP.TOP Jc BDTfdA) --ti _ to __ _ —_—..————_ - 1—'--- 1 3/ x 6 1/4.L0,035"THICK Min. _——_-- -. _ — --�.--— TRACK +-EXISTING CU69 _ s - I ASTM A-653 GRADE 10 Mi".HG 60 li .. - .. -+'•'!-.�s+T+� .*-^'--^�- 1 L C11I.EO FASTENED TO STUDS I I I I SYMMETRYCAL SYMMETRYCA� , 'I i W/(2)t6xI/2-TEK SCREWS ON I ; - 43a 43b 43c. �"TO vw2les :-� I INTERIOR a EXTERIOR FACE 1 CENTER MATES W/ CENTERMAT S Wj scHmOL.E) MGx . EXTERIOR ACCESS-SIDE INTERIOR ACCM SIDE I 4 --- 3(6•Min.) i rr,. 21 2 �.ti (2 ;2LOCA�AT �.Z--- I \ —_ -- ------- - HV liAOER/SIL ENDS VIEW Y i,35(6"Min.) i 2 4' SIDE CONNECTION TO TRACK ✓ - 3 1/4-(TYPO_._ .- T - -- 8 1/2"MAX.STACK *'k �.i� - _- ..___"--6 1/2'(TYPO -- 7" (Cant.) BLADE SLACK DETAIL HVF ILK FLORIN BUILDING CODE(N.;n Nigh Velocity Hurricane Zone Vil /YF,AA 02020 T.LTECO.INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HV TM g�P.•���Ep F' �9y: A S S A y f L E C O lMc. � Accordion Shutter System H.V.BILE#1 W/OR W/b H,V.WINM BLADE N0.44 6f- American Shutter Systems RE, oESCRIATw„ RATE IMA11M BY: M.P * * :-.��7}•f��?� 71LL1T TESTING B ENGINEERING COMPANY �sOClatlOn. Inc. / OLD 17-107 A/2 wTE: 7/2/2020 z /[/ ISM N.W.361A.St.St..31A.VMGAIM GNmEws.FLORIDA 331R z 9 STATE F 4268 Westroods Drive : Ptwn.:(305)6711:Uft .Po. (305)671-ts31 DRAWING No . �, .-RroCA-MOG719 wn West Palm Beach, FL 33407 3 CORI �w cA GGD671R 6 20-164 WALTER A TILUr Jr.P.E. y''�yh;NNjj, `,SEAL/SIGNATURE/DATE FLORIDAuF. uTeT 6 SHED