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PRODUCT APPROVAL SHUTTERS ACCORDION
r AN t` -- �II~ Business • BCIS Home Lop In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search b a r a :.�, Product Approval 1W USER:Public User Product ARQMyal Menu>Product or Application Search>application List>Application Detail FL# FL389-R10 Application Type Revision Code Version <020 1 Application Status Approved Comments Archived REVIEWED FOR CODE COMPLIANCE Product Manufacturer American Shutter Syst ss 1�t�'Qb1t COUNTY �®t3g Address/Phone/Email 4268 Westroads Drive e V West Palm Beach, FL 33407 (561)209-8263 BO CC bfeeley@easternmetal.com Authorized Signature Bill Feeley I Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email File COPY Category Shutters Subcategory Accordio 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 ohn-HEWK Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R10 COI COI ASSA a ADE1 pd FL389 R10 COI COI ASSA BLADEI 2,1?df FL389 R10 COI COI ASSA BLADES p-d 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 1389.1 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 I1 DRWING ASSA BLADES gd 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 BLADES 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 1 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 !_L`iO_!<10 II DRWING ASSA BLADEi Ddf 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 ;1-44y ;10_�,E_P--R ASSA-6LApEl,pdf negative ASD load depending on centermates and locking rod Created by Independent Third Party:configuration for the HVI. 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 FI 389 R10 I1 DRW ASSA BLADEI 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_,=P RASSA 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 herb. Nr+I Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovriaht 2007-2013 SLte of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: E' = FOR taBN 0 Gredi,, Cares Safe 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(7th EDITION)OF THE FLORIDA BUILDING N. 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 REWIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kdm0.85, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (LSO.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONOMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASM 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 'I: HV BLADES I & 46 BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D)DES"PRESSURE RATINGS INDICATED ON SHEETS I 1 THRU 15. 19&20, GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THE P,ED.,AS TESTED,WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS SM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,I WIND DURATION FACTOR CD_1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BLRTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WINO AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE O t0214A1-03,/0715.01-03,#1004.01-G5,01214,01-05.00317.02-06, /0609.01-1D AND 90210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2• HV BLADE Cl)AND HV WINDOW BLADE h/a AND E-1996 STANDARDS (MISSILE LEVEL D.WIND ZONES 1.2&3) & 11220.01-10 AS PER TAS 201, 203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLEI -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/0725.01-08 AS PER TAB 202 PROTOCOL. TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 2. HV BLADE( AND HV WINDOW BADE (9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND COMMONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.Y.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/14x2.75"AND d101.75•RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS FN SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksI TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE KV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 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 STNNIESS STEEL 304 OR 316 AEI SERFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 5OD18 WITH 50"1 MIN.YIELD STRENGTH AND 90 k.i MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ND SHALL COMPLY W/FLORIOA EULDING A CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 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 1D: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE IQ&@ WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 8.THE BERTHA M.V.ACCORDION SHORTER SYSTEM SEARSSEARSA U.S.PATENT/6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT >/5'458,179 ISSUED 70 EASTERN END CONNECTION DETALS 7-12 &X, WOOD SHEET 18 METAL RIPPLY, INC. 9.IT SHALL BE THE RESPONSIBIIJIY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TC SEAL/CAULK AREA 3: HV WINDOW BLADE ONLY ALL SHUTTER ODMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST EN IN BEM PERMANENT LABEL A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE ffl ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WRH 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 17Q9.92 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 JURISDICTION WHERE PERMR IS APPLIED M. 13.(o) THIS P.E.D. PREPARED BY T14S 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/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO� THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR-HE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER STALL SUBMIT TO THB UTTER T?',E 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. FLORDII BULDNrCT ODE on High Velocity hurricane Zone' 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC._ BERTHA HVTV 0y'?' ���� 11L E C O INC. A.S�S,.A, Accordion Shutter System _ s KV. RAGE#11 W/CR W/t)H.V.WNDOW MADE • No.441 i7 American Shutter Systems IEV.ph 11E3CWTON OW OIMIIN BY-. MP _ TILLIT TESTING & ENGINEERING COMPANY 1t 4356 N.W.JIM.St.SWJOJ,NRgNM GNIOCNS,ROTDA J316. AssocialIOn. Inc. I OLD 17-107 DOE: 7 2/2020 STATE Pnore:(305)871-1530 Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No _& West Palm Beach, FL 33407 3 'm�.a n'2DRt rr� CA-00%719 4 20-164 WALTER TILLY Jr.��j�sV••••••• •••V WA FLORIOAA U./44167E 6 SHEET yy /DIVAN 4'�EAL/SIGNATURE/DATE X.fax Nnm % VARIES VA Z I.9la" 1 491" 0.454" 1,200 ot . 13 US P 4.999' (,I)HY SOLID BLADE 05 M 3 1 FLOATER COVE UAKDER US PATENT 111 458179 QUALIFIED FOR USE W/HV SLAM 01 HV DIRECT MOU FIED,� USE W/ I ; W7HV E I 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE 6063- OY AND TE IT .SEE LIMITATIONS SE OF E N SHEET 19 BLADE 01 AL _M 6063-T6 ALLOY AND TEMPER 6065-TG LO AND TEMPER 3.226' 1.500" .124"--. Ol 1.000' flo: 2.67C" 72 .842' 4.43W- 0.072" HV ADJ. ADAPT .125* 1.375% 0.072' 3.226' QUALIFIED FOR USE W1 HV w A. .920 BLADE R TRACIC �!7� ADJ. FLOOR TRACK (D UALIFIED FOR USE W/ HV HV TRENCH BACK QUALIFIED FOR USE W1 HV 6063-T6 ALICY AND TEMPER BLADE Cl' QUALIFIED FOR USE W/ HV 7w 60 -T6 ALLOY AND TEMP BLADE J 1 ONLY. HV RAINGUARD BLADE 6063-T6 ALLOY ID TEMPER VARIES 1.9w 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE: W/ HV TEMPER BLADE AWD VARIES 1.936" 6063-16 ALLOY %n 02 .060- i .093 qw 11 7n pILA -886, '. _.I. - § "3-520' 4.529" 520 .8701 LI ,11) HV CEILING HEADER H Q -E I HUMER11911-1 oukinED FOR USE W1 HV BLADE,�')ONLY. QUALIFIEC FOR USE V� HV BLADL:-l')ONLY .13 UALIFIEb'TR USEFW/ E r gws 6063-T6 AULD AND TEMPEW- 0 I E SE, -0 R Is USE Wk+-V VZ& SEE SECTIONS FOR VALIDITY SE IV QU IED FOR USE 6063-T6 ALLOY AND TEMPER 6063-T6 ALI f-MM--IEMPFR f 0 x 6063-T6 A AND TEMPER TI COMPONEN-1 A 1 0 1 11 1 T2 x Y I 2" 2" I* ID-1 11 2' 5'MAX. 1/8" 1/8' 3. . 0.090' • LL 2' 5'MAX. 0.192' 0,192" SIDE ANGLE QUALIFIED FOR USE W/ HV ALUMINUM ANGLES2.5- 7'MAX. 0.190- 0.190' CORNER POST QUALIFIED FO�-, ��E W/ HV BLADE T QUIALI W/ RV 13LADE l) ALLOY AND TEMPER y 2- 5'kW. 0.139" 0.131- 6063-T6 ALLOY AND TEMPER 6MV6 aALL AND TEMPER FLOM BUM CODE(Mon High Velocity Hurricane Zone I'M 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. terBERTH Accordion Shutter System No.44 A.S.S.A. KV.RAM Et W OR W/O KV.WMW WM 1 7 American Shutter qr System REV. TILLIT TESTING & ENGINEERING COMPANY 000winill" I Association, Inc. I OLD 17-107 055 HN.36m.St.,Stl.3W.VPG�WDW3.ILOWMA 331&. Ph.n.:(--05)871-1530.FI;.:(30!)671-1531 2 No 4268 We57ro0d5 Drive West -Gl- Beacn, FL 33407 3 CA-'OM7'j'r.Pr RAWING 2164 WALTER A.PUT 4 0- FLORIDA Lk.#44167 SH F SEAL/SIGNATURE/DAIS gE 20 4.47r 92911 FIAT HEAD 7EREADED M.S.G ENAML4 2.29.3* S.S.M.& OWED�NTLD 1/4'-2G '7 1HREADED DIE CAST (2 HOUSING F�[ &.ED PINWED & EGAMSS T'j i 052" cli JIB F. SUSS C, Sir 'WD) P.43'. CYLINDER & E1 -=1 r FwED) QUALIFIED a ONLY C2 HV FLOATING C .fi HV LOCK HV EGRESS LOCK ED FOR U OFILD FOR USE W/ HV BLADE.Q& ONLY 3.023- QUALIFIED FOR 6063-T6 ALLOY AND TEMPER QUA J875 -f USE W/ HV QUALIFIED FOR USE W/ HV BLAUE-',�)& (P6 ONLY BLADE(1)& 4 6063-T6 ALLOY AND TEMPER 2 HV ORNER CENTERMW �ONLY. 2.874' QUALIFIED FOR USE W/ HV BLADEU1 ONLY - 25W I . - E063--`16 ALLOY AND TEMPER C HEAD .518 -5 11w—92x- 4.045' MOLDED To SCREW 2 u/9' 1.753' SC F I ca" ONLY H EAD 77 EGRESS rl- El" IED FOR&U1 V _��ZAIIAIED F7'USE W/ HV BLADE & ONLY C.E T To 0 6 1-.360`AFTER RIVETING S a25" R RKTING GO BIEFO� -law- It 1/40--20 x 3/4 -2 It THUMBI_Cg-W 1/4"j! RIVNUT* 6. *SERIES 9444 ALUMINUM(2024-13 ALLO�O LARGE FLANGE IN4 E UTSERT.PART f 0820.AS MAMIJFACTURD GY AVDEL z7wFi X-7w ._a22- N TEXTORN.PARSIPPEW,NEW JERSEY 07054 OR EO PLAN MONT EILEVATION 40 HV MALE "r LOCK CENTERMATE UAL CENTERMATE HV "T" LOCK LOCKER FOR "T' LOCK CENTER GJALIFIED FOR USE W/ HV BLADE ONLY gg) MV FL "T"AOCK NY ALTERNATIVE LOCK 6063-76 ALLOY AND TEMPER QUALIF:ED FOR USE QUADW/ HV y QUAL;FIED FOR USE W1 HV BLADEOONLY QUALIFIED FOR USE W1 HV BLADE('I ONLY W/I1V BLADE 0" NLY.O 6063-T6 ALLOY AND TEMPER 6063-TS ALLOY AND TEMPER 1.917 3.161 .43.2 432 _I.O? THUMOTURN CYLINDER CR 063: -6-62' KEY CYLINDER .2 I'Z• C- -4 4� 345" C 0'875"mi.. D NTERMATE W/ NO'LQCKING ROD .405 HD CENTERMATE W1 LOCKING ROD I F UAL IF -D FOR USE W1 HV BLADE 1""1 QUALIFIED FOR USE W/ HV BLADE 1A_�:'_TS ALLOY AND TEMPER # H12 CENTERMATE'S INSERT Vr�RIFS, 12-MIN, 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADQ)&(LA) .-20 Ss.CA 3/8-6-15 6063-T6 ALLOY AND TEMPER AIDE,TEUMBSORE.S. CYU-THUMB'TURN (SEE OR KEYDER f CYLINDER M- 375'a L-1/eo ® HID LOCK QUALIFIED FOR U BLADE 01: HV .3/8-0-16 ACETAL 6063-T6 ALLOY AND TEMPER BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6, e!!S C5 INSTALLA110M WILL REQUIRE A 7/16- HOLE THUMBSCREWS SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ IfV BLADEO& (A) DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE IN HV BLADE 1 QUALIFIED FOR USE W1 HV BLADE DUI FLOWA BIJONG CODE(Non High Velocity Hurricane Zone, TIC $52020 TILTECO.INC. 02020 EASTERN METAL SUPPLY,INC. s N0.44 67 Accordion Shutter System (7 �m �Eqp -C A.S.S.A KV.MADE#1 W/CR W)b KY.WN=RAIDE ArnerIcan Shutter System, Ik 0=110,11011 DATE DFAWN fff: UP TILUT TESTING & ENGINEERING COMPANY STATE F 11119,20 -33'.1 kssoclation, Inc. 7 DVE- 7/2/2020 T 7(�05)871�1531 Ph—;(305).671-15W.F- 4268 Westrocds Drive 5=N.M.N 36"SL DRAWING No .—I.bilt-4k.1, West Palm Beach, FL 33,10) 3 CA-00 719 20-164 /01VA WALTER A ELLITRE. 4 4#11#1111 FLORIDA Ut.1"16; 5 SHEET SEAL/SIGNATURE/DATE 3 3 (V 21) SHUTTER ASSEMBLY SCREDULE FOR HV 318"%(a Hy 12,mr, C-ElIANCE HV MADE To EI_.1 4�0 p A T __ W 0i BLADE OSZi 01!25� .0625' HV BLADE 1A BLADE'S 'd OPENIMI .0625,-. y HV LONG RECESSED NYLON BUSHING KNUCKLE -44* -4n 6 HV_SHO�F!j RECESSED_NYLON BUSHING '9 FLAT PORTION ...QF EILADE W NYLON HAT WASHER .,tta 375C' HV WHEEL CARRIAGE AIS 302-3D3 SERIFS .4 x 2.8750' 44 0.870'x3/16' THICK NYLON WHEEL. CLEAR miaro Ads 302 SERIES S.S. RKTS ENRATION $ I Si - 625' - ACCORDION PIN W/ #8 HEAD 1- - BLADE 5 3/1" W 1 3/4 EXTERIOR S =1 'T f Q ON CLKTEi HV 2 3/4-ACCORDION PIN W1 #8 HEAD is 2 1/4' ,4 Ci POLYCARBONATE IMPACT RESISTANT 14V V11NWW aE r*EEN TYPICAL HV WINDOW BLADE 1A' AND TAS� POLYCARBONATE HV WINDOW DETAIL (D OR @ or N T.S. (SEE FOR R I NRUE Ai @OR(a POLYCARBONATE IMPACT RESISTANT HI WINDOWWINDOWEQU SAYER MAKROLON 3103 FOLYCARSONAFE I MENT ERI 12'MIN.CLE NCE RESINS, UV -STABILZED GRADE OR SABIC at TC SLAM 1KpbM INNOVATIVE p PLASTIC LEXAN 103 RESINF : ... (SEE NOTE - ON SHEET 19) EQURES AT EXTOR BLADE KHUCKLE FOR I uk OIL 0 (1) -V PIN SHALL ALWAYS BE USED A- ALL. EXTERIOR T 7 BOTTOM KNUCK,_ES OF HV ACCORDION SYSTEM W/ HV OR EXTERIOR POLYCARBONA E SOURCES FOR 4V BLADE. D APFLKAILE ROW ,.,TICAL SHUTTER ASSEMBLY �ROPI!i va'DARD HV PIN @ OR�"AT Rai (2) HV DIN E) MAY BE USED IN LIEU OF E) AND ONLY AT EX BLADE'S KNUCKLE. EXTFRIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV It *oz2,L- '11", SHEET 7. 14 3) (SEE NOTE * FOR C jb/ WHEN CORRESPONDING TO INSTALLATIONMIreMRsa BLADE 04�p&_i ' REOUIREMENTS) "Su wr� 11. I.Q(t Pas. 93m Or (3) I-.V PIN 0 OR @ W1 1/2' O.D. 1/16" THICK S.S. WASHER 10 k i ! 4 hi SHALL BE USED FOR DIRECT MOUN7' INSTALLATION �,,> FLi 1m su 07" W.Coc 545.0w INSTALLATION PER DETAIL X. 0 j SI-EE' Amwa., 2 X x WHEEL CARRIAGE DETAILa rM,:, IN 0435 C-1 Ci C-i OUMS T 4REMBLY LAYOUT ELF AM 01!A TE+9LE MErCW IX.'.TAT Ai"ZR` 11W2 Pa. hew Pal. I HV BLADE SOLID & 1A HV WINDOW BLADE DETAILS I FLORIDA BUILDING CODE(Von Nigh Velocity Nurricane Zone'� 02020 7ILTECO.ING. 0 2020 EASTERN mim SUPPLY,INC. PAW, A. BERTHA HVT. o r41, Jl� Accordion Shutter System .. OCEA A.&SAIN KV. EILAX#1 W OR W10 KV.WINI)OW 11" American Shutter Systems Y.Oft CESCRIFIIIIIIIII IMME DRUM BY. MP 44 61 TILLIT TESTING ENGINEERING COMPANY Association, Inc. I OLD 17-107 7/2A= 01 7/2/2020 6355 I,,W,36ft St..51.,x1b.G%�G-Emm.fu.,�3311f 4268 Westroods Drive -1 (305)871-15,30.F. (306)871-1531 1 -DRAWING No STATE LF _P:tk—O.O.— West Poirn Beach, FL 33407 3 .4,* V .., * Ci 719 —164 Z;. WALTER A TILLIT Jr. P.E. 4 20 on I Ag L/SIGNATURE/DATE 6 FLORIDA J,,-1 44167 3 SHEET nnnll Of 20 ®'0`M A r e a �'�" r r s 7 M �+d�•® *NOTES ON HV LOCKS_.AND CENTERMATES: "�,�"� 1. MANW701d CONDITM/7: ONE HV LOCK w SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 72'ABOVE OR BF,II�OYI j 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR NSTALI�TIO ,(iT ANY ELEVATION. HIV LOCK 1�w¢�IMY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 1 OR�7 CENTERMATES W/(2) 1/4'4-20 K 1/2'TANG MT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON N \J � TYPICAL SHUTTER ELEVATION. MI:.I� I• ".20 JJ II L t 35 2 /t- IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSE'S, UP TO TWO HV LOCKS OR q4 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OfT®SHALL BE AS INDICATED ON NOTE (1)ABOVE. y LOCA ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. II " LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 24aA�o1A 6'oa�O�al®4 24 a(5 BE USED ff D RED i0 EN E SHUTTER PERFO MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. Oan ONE HV LOCK( �a BE USED AT CORNER CENTERMATES FOR ANY SPAN �lv�glf� 1 AND NSTALLATKINS AT ANY E (y S LEVATION.HV LOCK V w SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, b II 1 r ATTACHED 70 CORNER CENTERMATE W/(2) 1/4 0-20 K 1/2'LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS' AT TOP 3 SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. I I ti jail _ I t 5. 33 •ONE ALTERNATE MN LOCK 26 MAY BE USED IN LIEU OF HV LOCK qj or Vj FOR ANY SPAN AND ' 7� INSTA1LATpN.S AT ANY-� ELEVATION.ALTERNATE LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF i/4�-21b13/4'If ` iv S.S.THUMBSCREW TO OR 0 CENTERMATES SWILL BE MADE W/1/4'.-20KJ/4'ALUM. � ' RNNUT AS SHOWN ON SECTION HVE. SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 C¢�YS - LOCKS AT 1/3 OF SHUTTER SPAN. 6.MANOMW ODMdnDE1 FO 1 R K IYY Ta INIS IAMIDi6e ONE MA LOCK 0 or k$or 0 SHALL BE '! 1 USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP ! _ TO Y6',AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 0 or 0 or®MAY BE USED AS AN INSIDE OR �,�� OUTSIDE LOCK,ATTACHED TO 0 or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE FND M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS 0 W/00 CONNECTION OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. OLa,ON D i t N M ,J K L Y ► a M V K SHEETS 10 h HEIGHT. FULL 1' 3s' *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 " �wolN - CENTERMATE ONE ALTERNATE HV 7 LOCK WY BE INSTALLED NI LIEU OF HV LOCKS OR FOR ANY SPAN AND «®«©+0«® 10 +©« AlLJ1 AT ANY ELEVAl10N.AL MATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK INCLUDES USING REWFORCING LOCKE AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE 10• "'�•®°"{1�•�« CONNECTED TO GENIERMA7E5®AND®W/ 1/4Y-2o x 1 1/2'LONG S.S.THREADED BOLT W/7/8-0 K 3/32' 6,+0+ 1C7«^�+07 +�0�« MAXIMUM ABOVE A 04 BELOWIM�SPANS USE OF TWO^,iACKINC RODS�OCK MAY TOP AND BE INSTALLED OOTOM IS MANDATORY. ORY. OR lY eQ•®«®+©«t®•�51« *NOTES QN HO LOCKS dT CENTERMATES: 1. NO LOCK 34 w/Mo CErf�wAYES I On AR W/y : ONE ALTERNATE HO LACK®MAYBE USED IN LIEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION HV LOCKS 24 OR 25 FOR ANY SI+MI AND INsrAlLAT1oN5 AT ANY ELEVATION.ALTERNATE HO LOCK�R MAY BE USED N.T.S. AS AN INSIDE OR OtJTSIW LOCK.ATTACHMENT OF HO LOCK IS TO(g N.IS W/3/r K 3/9'F S.SMS.,AND INCLUDES REINFORCEMENT INSERT qg AS SHOWN ON SECTIONS HDB-HVB AND DC-HNC.SHEET 10, LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. LOSE OF LOCKING RODS(' IS COMPLETELY OPTIONAL RM BUtW CM(Mon High Velocity Hurricane Zone 02020 71C INC 02020 EASTERN METAL SUPPLY. INC. BERTHA NVA y` A Accordion Shutter System stemC ON A S S AIL E HV. &ADE#1 W/aR W/b V WIPWN AE? Shuffw swe ns r.N. ocacRr No.441 "`sue"— _ American TILLIT TESTING $ ENGINEERING COMPANY raN PATE oRAMT By. MY *: Aswelo!}lon. Inc. I OLD 17-107 /z/zDz DATE: 7/2/2020 S 7t• !]!�N.M.Mtn.A,Sla iW.MIG.AA 61'WQ15,rLDNM alga 0' STATED ' � Ph—`(3D5)57I-I330.Fax:(303)e71-1s31 IL268 Westroods Drive 2 DRAWING No . I:MueoO.a.eom West PoIrn Beach. FL 33407 3 ��O'•, F :'Ntr� cA tooe7la c0R19 4 20-164 y�i�cS,•., `aa wFLA.nWT44 P.E. SHEET ����as/ONAL �`�EAL/SIGNATURE/DATE FLORIDA'RI uE µ'es s Of 20 _-CONCRETE ANCHORS POURED CONCRETE OR CONCRETE BLOCK POURED POUREDTE (SEE SCHEDULE ON REQUIRED -1/4"0-20.3/4'S.S. CONCRE CONCRETE REQUIRED SHEET 13) CONCRETE ANCHORS MACHINE SCREWS REOUfREP (SEE SCHEDULE ON W/1/4•-20 CONCRETE ANCNO - Q 18 aNE(SEE MOLNrw080N SWEET 7) SHEET 13) NUTS 0 12"O.C. (SEE SCHEDUL'ON 13) ^ I _1 _ 12 0R 4 Win. /•MACHINE 3/4"S.(S _ EO ! J 1 4 Ox -EO--EO-. MACHINE SCREWS 1 EO-- -� USING 1/4-2D N 79 I ' 2 _ 0 12-D.C. 1/2 E. D.+ 250 ;13'OR 5 --- O3 6R I E I," 1 II I.250 Na. D.+ j I 250• E.D.• i i _ I D. I r 1 II/>,. OPTIONAL TO aASS(SE I _19/DE 4;A'O 'i�'„ - •OR w GLASS EXISTING _- MIN. SEPARATION TO GLASS _ a sNETr Is rox r,,99II - (SEE SCHEDULE ON SHEET 11)' EXISTING afimw (1A�j I jl 4, MIN. SEPARATION TO W` C1A55 y I'I I 1 ' E GS-� ', EXISTING X6� _"`(SEE SCHEDULE ON SHE7T 11) ;I r .11I @C HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE EXISTING - •I( e y 9 MIN, SEPARATION TO GLASS h o GLASS--+ MN Sn"M i `I t i!r 1!F 7 —(SEE SCHEDULE ON SHEET 11) 1 q 1 I 1- 1 OR ;I� r l f 1 EXISTING TO OAQ(�_ I 1 MIN.SEPARATION TO GLASS ' GIp55._.- .-T�ERAN m.vD I I E `(SEE SCHEDUL•_ON SHEET 11) I a acEr 19 IOR ,1 --T---- �r a7aLsma® 1ge�I i-OPTIONAL i i • Piz Ili i i .—T -- I✓ � + ' 'fIY Nm. � `I ,i it Oii, 1 ' E. Max. OPIN)NAL i I • OR OS E. D. Sri • E.D• i • ii JI j I I I I/2' 1 - 1 12 ORC4) --- �..__. -- - 1/4•w-2oNs/4"S.& Mtn. r7 1/4'�-20a3/4•S.S.PHiL_IPS -_ _ -�EO- PH43J�SORE HEAD _TRUSS HEAD MACHINE SCREWS 1 B 1/4MACHINE2 ��I12- rl "SECRETE ANCHORS W/1/4--2D Nun a.2•a.C. CONCRETE ANCHORS 1•_ I/4'-20 NUTS O i2'O.L. (SEE SCHEDULE ON (SEE SCHFOUIF ON SHEET 13) �min. POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK - - -- --- OUNCRETE ANCHORS REQUIRED 'HALT.REOUfRED (SEE SCHEDULE ON I I (D HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) ^HV WALL SILL INSTALLATION OR CONCRETE BLOCK -- -- WALL REQUIRED J HV WALL SILL INSTALLATION 2EFDR COME6N4,dJ QF SECTIONS: INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER �(--E . . EDGE DISTANCEASSEMBLY ♦SEE UNRATONS Of USE FOR '� HV BLADE 2- MOUNTING SECTIONS CAN BE COMBINED SPECIFICATIONS ON SHEE" 13) SLADE ON SHEET 19 IN ANY WAY To SU•'T ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTLCO,'NC. 02020 EASTERN MEAL SUPPLY, INC. ;a ......„p . t�r� y4 BERTHA HV 'emlA S S Accordion Shutter System k--- / 1 L E C O N,. . ® e c KV. RAX#1 W/CR W/b RV wNDDW(MADE No.441 7 � American Shutter Systems TILLIT TESTING k ENGINEERING COMPANY r V.Nc DQCWPTIOR DATE DRAWN BY: M.P * 63"N.w.36M.S,.s1,.305.WRGWN GWW*S.FIJM A 33160 Association, Inc. I OLD 17-107 !2/ DATE: 7/2/2020 ='$O: STATE 0 _ PI—.:(305)1171-1530.FIN:(30.5)871-1531 4268 Westroods Drive 2 DRAWING No S� . il:Eat-0u0Lcom West Palm Beach, FL 33407 6, R''•'2oRIo ''o CA-0006718 20-164 Fs••'•.....• WALTER A.TILUT Jr.P.E. 4 `SEAL/SIGNATURE/DATE FLORIDAIw. Hlm a SHEET 20 -- — POJRED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET T3) roN> (5[E ._ 1 OR REQU:RED wIML%E EN 9NRT EXISTN I , 'C1 aqT upARASTKNI { -O..___._-_... . _ EDGE Or - „HN nNE VAND I x E`! - ... -.. STAB P OV"JE'19 TOR G i FxN TpAu1:W S i-LSEE SCHEOIAE CN- -E D.• - APPLICABLE EXISTING a"crs cUtr na is vATs a tNFE',': _ I GULSS-.� C9 _ ALTERNATE 'I v r ANCHOR ' - I E EXISTING; ' •� ✓,y — LOCATION '- r t Q1A55- ,1 11 oR 113.OR(1 sp •INUN t1Qx3/4-HEX WASHER D i i i -TER SCREWS O 12'O.0 t r"It -CONCRETE ANCHORS 8 Of ]. - , (SEE SG!CDULE ON SHEET 3) r _ _E SLAB N EX'STING -- _ APPLICABLE GLASS— I( EDGE Or-----+ L. ,. , MCC F !�EC• SLAB O' ; 1�2.1- - ' SLAB F zDGE OF E C.• - TO 317AWTapi (SLE(4E nPPLCABLE .- 'I fE O •� � _.. .. •. _ APP CFELE _ice. JEOCI '+fOB�9Atk QiAVO i' �• r•OURED - _ _ - --._- APPLCABIE PWCRRETE �_ E U.' CON REETTE FtAT,I EAO CONCRETE ANCHORS g�5�tr 1 DR CONCRETE - - "' - - R IRED REQUIREO (SEE SCHEDULE CN SHEET 14) FLIT HEAD CONCRETE ANC S REQUIRED E D• -E D•--- (SEE SCHEDULE ON SH 14) �� ilti TRENCH INSTALLATION ATION If .I�. ,/ W 17ALID ONLY FOR UP TD .70. -75 PSF A.S.D. (G) HV CEILING INSTALLATION HV FLOOR INSTALLATION( t DESIGN PRESSURE RATING k FOR SPANS PER SCHEDULE `3, SHEET 11 ....___ l CONCRETE ANCHORS EGLLASS -I YA mMUTVJN _-.. NG g Aux (SEE SCHEDULE DN r- _tsEi 5 rcutrs_ t SHEE7 15) 1/4'D IIW BUILT%TAPCp,N■ �S,•EL1 I•i I O EXGLASS._ EXISTING EXISP.NG ADWtM n.,@'ApFOty 1 CUSS GLASSuAnc -,}uAss GLASS .-__ TEDRMX CA=.tsr S'+_. f*"•„ !1 1 -- 1 -I- rASIQ � RS vYm/ 1 1/4• SUM ro G.65 I / MAX. Q ) 3 4',AN.tAeMAW O B'\� I L�2O�'"E S I III ' O.C.FOR UP TO W-C SFAN wD Uat- *6:7)MC8 �, �,'SFI{AMr AT ETAA'R rASIDJR'WIO i• ' • ._- ` wf1Ox3/4'NEXLTA*I TSll tt SNELT 1 14x3 4" hE% HEAD NFAZE.f• F00 UN'i 'S4'' _ _ 1 "j GR 1 E D — NOTE N AT06I R- /2 T TEK SCREWS _ I .. C0M1.SEALANT , ; . B / 1 3/8' O 72'O.C. - - TEKSCREWS O 9"O.0 -- -OR 1/aa--20 S.S. M.S CONCRETE ANCHCRS '1 3/8 I �14x3/4"S.0 S Wj NVf O 9'O.C. (SEC SCHEWLE ONO 9'C. CI MOx. JSRw '4-e m nErs SHEET 14) ..- 1 2 It(08 /2'-•---1'= Ex-SIInG NON STNjMRAL EDGE Or 2 00-vl nAu TB;+.(eEcaanrnr_1 7/B--J__1 7/At. SLAB IFECAPPLICABLE —• H. S.D.S. MIN CONCRETE ANCHORS SEE NOTE 13(t>; .. cam-_ .. .` BEOU�IAED� POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 'SEF NOT 13(b) -_ OR CONCRETE BLOCK SHEE. 14) POURED CONCRETE - ON SHEET 1 REQUIRED OR CONCRETE BLOCK _- OPTIONA;.- POURED ,_✓ FLOOR INSTALLATION )KEYSTONE YOUNTW IN�T a ANION CONCRETE 'K`• HV WALL REQUIRED REQUIRED '',L! Hy WALL WALK—OVER INSTALLATION ATION rAxsgTT As.n DTslcn PRE591AE:4e4:72 on MAXIMUN SNUITEVI SPAN RIUM C HV RAINGUARD INSTALLATION t HI NOTE=OR COMBINATION OF SECTONS t IWS INS!ALLATION SHALL BE U. - EDGE DISTANCE REMOVABLE%HEN aERFORMEC 1- SEE S"EET 4 FOR TYPICAL SHUTTER ,SEE SPECK(CATIONS ON SHEET 13) Cc AN OPERAVLE EXI' •SEF IIMrTATI0N5 CF USE FOR ASSEMBLY BLADE�/�ON SHEET 19 INSTALLATION DETAILS W� �1; HV BLADE IN NOUALAYNTINGT SUIT AN CAN BE COMBINEC IN ANY WAY TO SUIT ANY INSTALLATCN. - L u► ' ozo2c TL ECO, N_ FLORIDA BUILDING CODE(Mon Nigh Velocity Hurricane Zone \\\\� 02020 EASTERN MEAL SUPPLY, INC. �'......... "�T✓9y E T A TM Fes' IL E C O No INS. &S■S■A■ Accordion Shutter System .44 67`�''� H.V. aADE#t W/OR W/b Kv WMIM MADE .,•. rlOil.[J TIWT TESTING & ENGINEERING COMPANY American Shutter Systems E`/.NM?077/2�/2021 STATE F Aswmlatlona Inc. ORAwN BY. MP .Q•• a335 N.W,Ja,R St.Ste.J05.MGM GAAOEAS.r�ORIM 3J•6 Phone:(305)a71-IS30.Fox (305)871-1531 4268 Westroods Drive 2rA\1E 7�2 2020 West Polrn Beach, FL 334r- 3DRAWING ND CA-0008719L/SIGNATURE/DATE ��°'A7q0 4r.P.E. 420-164 noRXJA ua /u1e7 a SHEET S SEE NOTES ON LOCKING RODS®,HV LOCKS©or IN r // EXISTING GLASS INSTALLATIONS WZ <1 HV AND ALTERNATE HV LOCK®ON SHEET S. 0 07T / b ** RUDE SACK DETAIL NVF IS VALID FOR ALL Ir/ BLADE W HV CENTERMATES CENIERMATES APPLICATION WITH MADEQ 10.®w© �© ©„ ? 2Z OR Z SEE END WALL CONNECTION r-EXISTNG GLASS DETAILS ON SHEETS 10 dE 18 71z'.I 2 �� I ©.®w®.®w�•® 3 1/4" (6063-T6 ALLOY)ALUM. ..�� 6 1/2• ANGLE W/(2) 1/4•0 YAP IN I' I 1 2• OP '.. MCJ40RS TO CONCRETE -.....- _..- _— / °"®+® — SYMMETRYCAL (TOP/BOTTOM)e ! f N ERMA S (�i91 Oxl/2'S.M.S.TO TUBE i I /1013/4•S.M.S.a 12• ENTERAIATS MIN. SEPARATION AT EACH ANGLE.(TYP) I I O.C. FULL tENGM. W/ HV LOCK W/ HV LOCK Sill or ` To GLASS * \* _ * (SEE SCHEDULE (35) L I N 3�' (3:5 ON SHEFT 11) ® 5 0 I N t� ' w�w©•Ow®a�•®w `?ff 1O - ©We 107YT ,o•®a®'�©'®° HVA HY@ w® O.O O�C�•® HVC ©•O ©a©•O cy/ w a$ EXISTING GLASS POURED CONCRETE OR WALL 6 ®•®w --"---' -- -- ( -- - ——————— • a a / - -- -- CONCRR DE GxWc t 8 � i SYMMETRICAL * I IN ��®a�• •®°" —�-- - 1 �•®a®'®w®•® LEKISTING MIN. SEPARATION I GLASS �. �1 1 I T�* 26p I. ©.®a©.®a(✓�.®a (SETo E SGLAS CHEDULE -- — a IN ---O v .' HV LOCK ' TO GLASS GPraNAL MIN. SEPARATION ... w * I /�, (wro—) ®�®a®•®�•® ON SHEET 11) TO GLASS ---1 - (SEE SCHEDULE I OPTIONAL ON SHEEP 11) . (INTERIOR) 11 w OUT - - - - (/� — �— CONCRETE ... 1 ANCHORS ot16'O.C. -�;+ (�J-qy� �s* 3OUT6 1/2�MNL.SLACK HV� 5 ` °'L' HVE HVF** FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane Lc II�III (44AI `SAY 4� � //AA 02020 7LLTEC0,INC. ®2020 EASTERN METAL SUPPLY, INC. ��.••• .. .C/p'�. �\rP ;F•.�9' BERTHA HV .: A S S A Accordion Shutter System No.44 67 - C �T�IL �CO N` ■ ■ ■ ■ KV MADE*1 W/OR W/b H.V.YRCM MAX 2* _ TILLIT TESTING & ENGINEERING American Shutter Systems COMPANY icy.N DEscerTloN DATEeYMYDRAWN Y * sass N.W.3N6.St.S1..303.I"—GA..TwRlw 331f Association. Inc. 1 OLD 17-107 STATE F /2/202 DATE- T/2/2020 ��'• :• � Phone (305)871-1530.F. (305)871-1J31 4268 Westro0ds Drive 2 •'. R to .-mar.LiR«oOmLrnm DRAWING No S�DR1 ,.'t1 �� West Polm Beoch, FL 33407 3 c G-0TILUT J 20-164 ONA T• 'HALTER A TKl# dr.P.E. 4 ///hNquMNSEAL/SIGNATURE/DATE FLom°A u`" 44'67 ' SHEEP 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK S0 IV '� MALE/FEMALE "T" LOCKS CENTERMATES 10 do LOCKERS (27 W/ 1 HV BLADE SEE [ND CONNECTION DETAILS ON SMEE7_S 10 t is INSTALLATION T HV BLADE OUT ^ IN ,�/_E=W,Q S W/ HD CENTERMATES a I Fw BIAOE o—OETNL TiYF,INOICATED ON SHEET S. AS WELL AS UNT"INL FEOA1Rn..a"0 ou*x.HOO-HA. a�.,©.Oj.,g�..®.®"• IhaCATFD ON THIS SHEET," ee USED W TNS ALTEmu'� SEE END WAL GON_NFGTION •.�•®q©• ©•©a IHST/LLAWN DETNL IIAD SHONN M D6 SHEET. � DETAILS tNi SHEETS 10 h III , �6�co1000N :35'•-- - _.,fir . Ye' ■ (TOP/BOROY)a L_-.--___-. _-__- __.---_---_-__--- - -_. _--.-__- (� RRWL) 4 ( TIUIN) (4)f V /2'S..S.TO RW ' (.Iaa/4'S.N.S.C, 33' AT FRCP AT1GlE.(T1'P) 1 o.c.FUL LENCNi. Ox I N (4)N.Y. .. I N— ({)N.V. - 30 HV "T" PWEs(rrv.) ' 7 PWo(rTP.) o a s ----LOCK (INSIDE) s.e•. -. 7/' t5 (D /(,2 • OUT Q°R ) :33 31 aR® * Q 1/4" 0-20 x 1 1/2" S.S.M.S. S4 35� (aPna�iwj SEE NOTE a me NV wu OUT ®• W/ 7/8"0 x 3/32" WINGNUT. («.R«.w HDB-HV@ r LOCK.ON s EV S. — SYMMETRICAL HID CENTERMATES TES HV "T" LOCK (OUTSIDE} ® SYMMETRICAL HD CENTERMATES NL3C3�LQCK (EXTERIOR W1 01 LOCK (INTERIOR) I't SEt0E5 8�«ALtwlnuN � (2024-T3 ALLO()LA FLANGE TNIN pyAQ� ��©•ONO'"L -@_ SHOT NUISERT,PART 0820, /I f'tw®m©.ov©-0- AS MANUFACTURED HI'AYDEL CHERW V v TEXTORN,PAR9PPENY.NF11 JERSEv ©•O•©q©•O7 •®a 0,0R EQUAL x SEE NOTES ON LooON ADDS®t NO LOOS ON SHEET -0 `ll xIIL-HELM F AMT HAOEQ ORAL N O-NA 6 Y 0 FOR ALL QMTFIMW6"I,TA ON'MTII FVDE HDD—HVD** FLOATING STACK FLORA BUONG CODE(Non High Velocity Hurricane Zare e2020 TIMM INC. ®2020 EASTERN METAL SUPPLY, INC. BERTHA HV � s 9�i A.s s�A. Accordion Shutter System �s'P Ns s �LTE �Oo,�. FLV. MADE/1 W/OR W/O H.V.WINDOW MADE a No.441 7�`�- American Shutter Systems REV.N. ocTCNVTION DATE OMWN er: MP TILLIT TESTING dE ENGINEERING COMPANY Association. Inc. T OLD 17-107 /2/ // _*' * �Z•Q Za 83SS Nw.Mh.M.STw 305.IMNA 7"10M.rLONOA 3'S DATE: 7 2 2020 DATE .: Phone (305)871-1530.FOY:(305)871-1531 4268 Westroods Drive : DRAWING No _�• •-"'"G-pOpO],9LCom West Palm Beach, FL 33407 s O�(i•,• COR1 " a� WNTEA A TELR Jr.P.F. 4 2O— �� %' F,S''••••••• 1, FLORIOA LID. /"187 S SHEET hArs�ONA ��EAL/SIGNATUREfDATE 5 9 20 POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED / i 7 � - EXISTING GLASS J.N NG GLASS CONCRETE ANCHOR /---EXISTING GLASS --1-- .. 2'MIN. 4 EXISTING GLASS O 16.O.L. / r i 2'MIN. MIN.SEPOf0ATION - ._ I"TO GLASS SEE MIK MN.SFP"11ION SCHEDULE ON(S1EET •.• 1IAN.SEPARATION Co-}-t-ED m GLASS(SEE 1I FOR RACE®MID (STF 7J ' TO GASS(SEE SCHEDU E ON SHEET 1/16•x3.11AX. CN SHEET 19 FOR I SHEET t'jSO-EDUE CN SHEET 11 FOR BADE OA D (6063-T6)CONE. BLADES�&Q� ___ _ -__..___ 9 FIXZ� 12• 1ON ORSFI EL 19 AND(L0L71TE AT of©) ! .. ----- - -- I JI gQdl T� BLADE;O&QA 1/Y YIN. / -----_.._-- __._ 0 PLATE.(LOCATE 1/2•' �.___-__ .. _ F 19 g1F SIDE AT FIT IFR SDE WNt ! ; ,♦USE I.OR 2'MAX. I o &ems O� ALUM.CLOSER _ /101U1/z•S.Y.S. -. _- r10X1/2 S.M.S. I r ' � _' __—_____ (AS APPLICABLE)x2'xl/e•xo'-z• I _— I— O 16 O.C. — ---- --" ALUMINUM CLIP ANGLE -._. a_. O 16.O.C. I --1---- l , �•� (5063-TB ALLOT)AT MICHEIGHT , - - , - -- — Cf i— -�-- - -- (1) d10x1/2 S.M.S.TO(9k !4 (7)1/4'e TAPCONS ANCHORS TO �r \J SEE DETAIL X F WALL A7 1.O.C. (LOCATE AT O •, �•, SIDE CONNECTION ©OR \`.. / EITHCR sla OF OCONNECTIONU OR or"'\ Cl)OR SEE DETAIL X FOR ({�) t� TO TRACKS / _ SIDE CONNECTION v OR v t• �.©.Oj.©a1�01`®• SEE DETAIL X FOR -�_--_�_.�_..J.-... I r 6 7 10•®• TO TRACKS i a ls�7• 10•®• 0• -cs SIDE CONNECTION T) -0 &OT-a t •0- t�77.�.,.. 4- C%_ TO TRACKS 8-®"©•4-0.0. ) 0-0-0-0.0- �•0-©.0-0.0- L ©•(D. ©' - 6 7 B 7 END CONNECTION DETAIL END CONNECTION DETAI ZO END CONNECTION DETAIL END CONNECTION DETAIL ^_.__ __. ;'�•___. -__ 1� POURED CONCRETE OR I REQUIRED ONLY NLY FOR SPANS GREATER TFYW 12-0 V i CONCRETE BLOCK WALLS 4 EXISTING GLASS REWIRED i --- MN.SEPAFMON r+U+1/T•S.M.'i ' `—y -------- 10 MASS(SE O Is' AC. MIN SEPARATION D •Z-------' . SCHEDULE -- - � I © H��JVn.�T� ( __ M I1FOR�BIADE(D CH I CONCRETE 1/2•MIN. SEDULE ON SHEET -.T ^•-..___________ . ON SHEET 19 FOR ANCHOR O -.. -• 11 FOR MADE ONID < CC;? - .. - - aADES Oh 12'O.C. _ - ON SHEET 19 FOR . .. f .-mac ETEHOR EO `E7 HADE Oh� 1 . OR(q ®OC' U 'OR®OR�OR I Do 2"MIN. I 2•MIN. ♦ SEE U ATIONS OF USE FOR VIEW Y ©-OR BLADE BON SHEET 19 �OR©OR(qOR�OR� QI PLAN DETAIL DONC BLocK WALL OR -�'© 07-® ID•®- - PGURE CONCRETE OR •-- -' ® ®-©•O`O-�•®- ---- -- -- END,INSTALLATION REQUIRED ®' ©CJ ©-© O ®- HY BLADE OR 16, BY WINDOW BLADE INTO ®•®-®.�,.p.®. ®'®-©'®"®'©- CONCRETE OR CONCRETE BLOCK WALL. END ON END CONNECTION DETAIL© � ®-® ® fl-OM1 BLIILI)iN(i CM Non High Velocity Hurricane Zone 111 111 02020 EASTERN METAL SUPPLY, INC. 02020 TRTECO, INC. a.•:• , BERTHA NW, �.•'\_AGE' �% A F ••.' - Accordion Shutter System No.44 6 c� �=-�� 1 L E C 0 ,w c. ■ ■ ■ s Kv RAIX f1 W/OR w/b KV_WNDON BuoE * 74' TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV. Drscwgm DATE DRAWN SY: MY A355 N.w.Jun.St.u..Jos.KtPNW r,Armuis.i10RIQA n1a Association, Inc. I OLD 17-107 1 DATE: 7/4/2020 4268 Westroads Drive 2 ?9. STATE ,E r= Pnon.:(305)871-1530.Fa.:(305)871-15J1 DRAWING No :�0�•. F/DRI •A .• Q. .-moll:6TL.coom1com West Palm Becch, FL 33407 a ���sS/-•'•• \� WALTER A TILLITi Jr.P.E. 4 20-164 �PEAL/SIGNATURE/DATE FLORIDA u`.d"1e7 5 SHEET 6 10 OF 20 I SCHEDULE #1 50E-QU F ll? Sf HFDLII F 0 MAXIMUM SHUTTER SPAN' "L+' OR "L-` MAXIMUM SHUTTER SPAN* 'L+" ,:AXIMUM SHUTTER SPAN*"L+" &(er IATION c.FuO • (ft.). FOR CENIERMAr ®6 INSTALLATIONS1 or OR -L-" (ftj FOR :R I-" (ft.) INSTALLATIONS INSTALLATIONS W/'� W/ CONCRETE& �D (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or® or or $ W/ONE HV LOCKS MANSORY POSITIVE A.S.O. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK , or or® . OR W/ NO LOCKING WALL A. B. C. D. E. M, N, 0. P, 0, L. MAX.ALLOWABLE E SURE SPAN A GIVEN NEGATIVE CENTERMATES ®& ®W/ ONE HV 'T' W/ NO LOCKING RODS ® DDS& MOUNTING F, K & L R, S, &V. LOCK® W/TWO LOCKING RODS ®TOP & (SEE NOTES t,t1) (vauD FOR MOLWNG Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM (SEE NOTES SHEET 7) FLOOR/CEILING G, H. ( 11,J WALL MOUNTINGS(TOP/BCTTOM)OR FLOOR/CEILING: ING: MMOIw CONCRETE& 0000 INSTALLATIONS MArAIM CONCRETE&S MA1MUM CONCRETE MOUNTING & M T, U.W &X GIVEN A POSff1VE A.S.O.DESIGN PRESSURE RATING. ASJ7.xwJ Aso.OoI: 1' Asn SUKDEM INSTALLATIONS GIVEN I E MAXIMTIVE M S.D. DESIGN PRESSURE RATING. •Rf7MAE WALL MOUNTING =LOOK/CEILING FW[SBURE WALL MOUNTING P1E>eX6: FLOOR/CEIINB MOUR WG DETERMINE MAXIMUM SPAN SIG FROM SCHEDULE. M1rJG MOIINTYK' mum k �' U•1J (P...L) FLOOR/Cf11NG LgUNTXIf. lF..f.> GN DETERMINE MAXIMUM SPAN"L-'FROM SCHEDULE. (+OR-) I.OR-) (`w-7 ROOR/MAII MOl1M1tIG. L+ (8)--- L-(M L+ (II) L-N L I (A) l-� L+ (Q I.-(IQ IS MAXIMUM SHUTTER SPAN 'L+E 'L-`FOR 30 OR LE 16'-0' i6'-0" 16'-O" I 18'-T' 30 16'-0" 16'-0" 30 18'-O" 16'-0' INSTALLATIONS INTO WOOD SHALL BE L"TEO TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE _'.._. _-_. 105 Psf.A.S.D. DESIGN PRESSURE RATING. MNI (MLIM DETERMINED SPAN BETWEEN "L+'AND L 35 16'-O" 35 14'-10' 14'-10' 35 15•72" W-10- 40 13'-10" 113'-10' 14'-2' 15'-2" _ 40 13'-10' 13'-10' 40 14'-2' I I5'-2• (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR -- -- --- - - COMBINATIONS IN BETWEEN WALL MOUNTINGS 45 IN-1- 13'-1' 13'-4' 14'-3' 45 1J'-t' 13'-1' 45 13'-4' i 14'-3' 1' 1N CORNER CENIERMATE/}MAY BE USED AT ALL -- 1.---- ---- - --- - - W/FLOOR/CEILING MOUNTINGS: _ 50 12'-5' 72'-5" 12'-8' � 13'-7" SU 12'-5'--_( .7Z'-S' S0 12•-3• 13•_Y MOUNTING INSTALLATIONS. LOCKING SPECIFlCARONS 55 11'-10' 11'-10` 12'-I' 12'-I 1' 55 1l'-10' 11'-10" 55 11'-1' SHALL BE AS INDICATED ON MANDATORY CONDITION 12 FOR A GIVEN POSITIVE 0.5.0. OLSiGN PRESSURE -- 60 11'-4* I V-C 11'-7" 12'-4' 6O 11'-4' 1 V-4' 60 10'-2' 10'-1 I' NOTE 15. SHEET 5. RATING: 65 to'-10`. -10'-'0" 11.-1' 11'-11' 65 le-10• 10-10' 65 9'--5` 10'-1` DETERMINE: 70 '0'-6' 10'-G" 10'-9 ll'-5' 70 10'-6' 10'-6' 70 6'-9' I 9-4' Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. - L2+- MAX- SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1' 10'-1" 10'-4' 11'-7' 75 10'-1' 10'-1" 75 1A EXCEPT THAT NOMUM SHUTTER SPAN 7+'OR INSTALLATIONS. 80 9'-10' 9'-lo- 10•-0" 10"-9' 80 ---9'_so* 9' 10' 'L-•AND MAXIMUM A.S.D. DESING PREP RATING FOR FOR A GIVEN NEGATIVE A-S.D. DESIGN PRESSLRE -_. - .. ---- ---- INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK 85 _ 9'-6' 9'-6' 9'-9• f0'-5' 85 4'-e' 9'-fi" RATING: 90 9'-3' 9'-J' 9'-5' 70'-f' 90 9'-3" 9'-3" SHALL LIMITED AS F�' 'd DETERMINE: 95 9'-0' 8'-9' 9'-2` 9'-10' 95 9'-0' I 8'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING Li-- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS- - - -- - - LIMITED TO +54,-72 p.•.f. AND B'-O'SPAN, SEE L2-m MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' 8'-4' 9'-0' 9'-7• 1DO 8'-9• 8'-4" MOUNTING @ON SHEET 7. INSTALLATIONS. 105 6'-7- 7'-11' 8'-9' S'-4- 105 8'-74 110 8'-4• 7'-7' 8'-7' 7 9'-2" 110 W-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE _ - -. ._._,_. ...__.__. _. „5 6'-z• _7'--}' _6'-4' 6'-1t- t'S B'-2' ''-'" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'L1+",'Lz+', 1-'AND •L¢- 120 _ 8'-0. 6'-11' 8'-2' 8'-9` _ 120 -8'-O• 6'-11" _ _ (4)GO TO ANCHOR SCHEDULE WITH FINAL MWCIMUM 125 T-10• 6'-8' 8•-0• 8•-Y 125 7'-10" 8•-8' ALLOWABLE SPAN AND NEGATIVc A.S.D. DESIGN 130 7'-8• 6'-5' 7•-10- 8'-1 130 7'78' 6'-5' WIND ZONE MINIMUM PRESSURE RATING 10 DETERMINE MAXIMUM ANCHOR 1 7'-0' ' 8'-2" 7'-9' 7'-9'• 140 - 7'=7 6-_ SEPARATION t40 ao _-- -''-s•-J s�-'1` T'T I T-6• _i4o i'-s' I s-„- ASTM E-1996 TO GLASS 145 __ T-3- 5'-9" 7'-5" 1 7'-3" 145 T-3' 5'-9" ...150 7'-2- 5'-7- 7'-4` 1'-1' 150 7'-2• -W-7' 155 -7'-0 5--5" 7'-2" 6'-9• 155 7'-0' s-5' 1 THRU 3 1" - - 160 _ 6'-71' S'-2• 7•-1' 6•-7" ..._160 B•_11-• 5•_2• 165 _ 6'-1 O' 5'-I' 7'-0" 6'-4' 165 6'-10' 170 6-9- 4'-11' 6 -I 1" 6-2" - - 170 6 9• 4 t Y _. 175 8-T 4'-9' 17 5 B-T 4 9' 180 6 8` 4'-8' 6 B 5-10" 180-- - 8-6' 4-8' 1..- HV BLADE -. 185 IF-5- 4•-6" 6-7 5-8' 185 6-5' I 4-6` 190 ...-6'-4" 1 4'-5' 6--6• i 5'-6` 190 6'-4' 4'-5" --._ 1-----... 195 6'-}• r 4'-3' W-5' I 5'-5' 195 6'-3" ) 4'-3" 200 _6•-2__I i_-2' --B'-4' 5'-3' 200 6'-2' [1r1��� 205 6'-1' 4-1• 6'-3' 5'-f• 205 6'-I' { 4'-1• n.Le1NN5 DJUK CODE Mon High Ve,ocity Nurricone Zone 02020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY.INC. B R HA H V 711 ;��P'�`r✓ NS ':�9's Iem L E C O INC. A■S■S.A■ H.V.Accordion 1W OR /O RV.Shutter SLADE No. 41 � American Shutter Systems ry, 11ESCR VfW1I PATE DRAWN In:Mlcw. G. TILUT TESTING & ENGINEERING COMPANY SM N.W.M7 W.SI•.V&WAGIIM GRO M,fURM 331e AssocW11 O 0n. Inc. I D 17-107 /2/ oxx 7/2/2020 268 Westroods Drive 2 4 Dri "�• $TA IF � ` 0 Ph— (305)871-1530.Fm:(305)071-1531 DRAWING No %90' f p N4,4t'. •--k-.4 `•m West Palm Beach, FL 33407 3 20- 64 WALTER A 71Ulf J,P.E. 4 .E$'�1L/SIGNATURE/DATES Uc.f 44167 ` SHEET I .► ILIUM ANCHOR* cp�NG fin) SCHEDULE F FOR A CaDI MAXSHUHCR SPAN c A ^ DESIGN NECAT IV PRESSURE RATING AND A coloEsPONDINC AAOUNiINC TYPE FOR CONCRETE DR CONCRETE ANCHORS SPACING LEGEND P01■E3D CONCRETE i A PC,.I'D- C,511lEr 6, POILM OWOWWOONCRETE BILM TAPCON OR ,A:WALL HEADER MOUNTNG A.'WALL HEADER MOUNTING WALL HEADER MOUNTING R:WALL SILL MOUNRNG D;-WALL SILL MOUNTING !C t 'WALL HEfOV51L TAPCON WITH ADVANCED sw W�� W/14 ® W/d W/!14 MOUNTWC THREADFORM TECHNOLOGY .e W AK MOM MaM s AS&WO IGI E'PIU MM MW(O-j AU, WGUK•PRWJFT UW lW'tS ri OFSMW9 - ASa.UEz l 0O WaK FFMK a -a-aMsC_ W Ss ASe.1 m6 m 6W A➢ FF6M 'K, M ad.. ALL_PONTS SOU D-SET 304 , 0; 90 120;1e 300: 0 75 90 1201601205 30 40 60 75'90 It20 160*25 0140' 7s92160120 304 873 90I20IWj2 3 ;40 W 75 90 12016012Mo '73 i BLUE TAP t 12'10 9 _ 14 1o49 6- 14 14 1 B - s i e a a e a TAPPER+3'-0' a",z o a ' 09aIa •i 11oaa 4 r 2i0 •" i41x'10 a 'e 11112 1 e - 412 to 9 's i'a i 14 12,10 e s i . ee 67u u io a i 14 1: to,➢ • _" 1 ro 9 :s _ 14 12 10. s e 14 17 19 f ■ - - 1 u 10 • - ■ s s s ■ 7�SA t4 12 10;a i- ■ a- i /i is IQ a e_ ■ • f e u- 12 10 a a t 6'e 6 14 lY io ii- a a •• - 14 1s 10- a a a- '•" s i a s a L 4'-Cr 1{ 1u.to'9 i T 49 - tT 1: to Y a 9 • s il,tz ,o i a eta f 1s i 10 -•t 9 e - 14 1i`io e 0_ _i - "a' a s- III a e es s u 12'10'9 a e 9 4- i1 12 i•` • i i s • u +2'to "a a "e • e 14 to i" e a - ,4 1z',ola • a • - • • e s. a 7 a6 _ 14;tY ,o ➢ s - u u to • s >a 14 +11216 • e a e e u 1 t2 m - u u 10 • aJ m - - e 7 sp SEE ANCHOR 14 +z'10 9:e a sa _ u 12 10 • • a • as ii m• a 8 6 '6 ,4 12 /o • i 7T1__ i4'12'10'• a • a _ ■ i e.e e e i i -- 1 - -- L-• - --- L 1 - SPECIFICATIONS 14'1210 9 11 0.5 _ 54112 10'f 6 0 1Oa - 14 S 8 B 6 5 14 12 10 • 0 _a t - 14 12 10 r a 7_ • 0 e B I B '1 4 11'12 10 • /- • { - li'I2't0�• '•"'-ttt"'• • Y7 /4 9 e 6 6 6 t4 t2'tD • 9 14'12 10'9 a Z5 - - IF e'a'e 6 .5 4 ON SHEE' 13 JI 14 /2�t0 9 •_ a - 11 12 10 • • • 48 - 11 /2 10 9 6 a e 6 1♦ 12 987J • - - - 14 12 95'7.5 !3 iJ - - ♦ 8 817S:eJ 48,35 14 /2 f0 a •- 3 =I_ 17'12 12 9 • 10 '• - li 12 tOr9 ■ e a3153 ,♦'12 10- •-6 - 14 14 12•109 7B I45 - Wl.",e e e3 es•a178 6,-O.. 14�12 10 ➢ • !1S 14 12 f0 0 • a ,U 14 12 10 9 _• a 6 6 14 12 10 • a 4 - - 14;12 10 9 9 • 4 - • 8 8 a a e 14 2 10 - 4 ] 41-4 2 10 • • { - - 14 12 10 9 • V ] - 14 112 10 9 • 6 e - 14 12 • - - 14 12 • 0.3 53 - e 8-6.3^9 5 ♦ 312,10 • af - - 111210909.6 ] - 14i121091•_ 66 - 14 IZ 10 • • _ - l412 IOIf la7 6 e66' 5_!4 a- 12 f0 Y�13 - - - ,4 12 10 9 e ii - 1{'it'10'a 16 7 4 - 14 12 16 - 1♦ IZ 10 6 i0.5" e B e i85;5`a• - 12•f0 • 73 17S'- 11 12 10 9 i e i• 1{i 13 ip f/ S ! 4 12 10 a - - - 14 12 10 93.7 - - 0 B'6 7 1 3 4,2 f0 9 S.S 3 - 14 12 10 • • 48 - 14 i 12 f0 I • 6 e _ - { et - - - - - 14 11 7 +7A3.3_- 8_ 7 4a I.e - 14_12 10 9 '55 - 14 f 12 i0'9 0 .IS - '- 1. 1Z't0 9 e • - - 1{ 4 1'O 7 4 ' - - 14•12 i0 Ir 6 3 6'e' a 78 7 4 ♦SEE LIM ATroNS OFUSE ''OR 1{ t2�t0 461 a - 14 f 12 10 9 a '- - - 14 12'10 9 a S.S - - N 12 ab 3 - - '- - 14'12 45 i ♦ - B a 1 7 ale it D14 •'2:10 9 r5 - 14 i12 10 9 a 4 - 14101 9 a e14 1Y i•J.- - -I- - 14:12 9.s 75 43 - - a 6'78' a 4.a - - BLADE ONSHEETI914 12 10 �43 - - 14 12 10 • 7 6 - - _- 14 12 10 9 6 - - 19 4 - - - - 13 9 56.55 - - - ;6.S - - Y'-). 14;•2 10 0.S 4 --- t4 112 10 t• 73�__-�- _ 14 12 10•9 ,0 "- = 14 /2 i t 1_ _ _ 1♦ 12109 58 - _- a a • a3 f 311 12_aS_4 - 14 112 10 4b - 14 112 10 9 7 5 1- ' i4'113'{J!- 1♦ 113 7.3 6 7.3�e 6 ♦ '11 10 a 4 - I4 12 10 1 9 7 14 t x 10 9 I a - i•'i2'S - - - - - 14 12' a '63 - - - e l3 9.S { ' - - s 0.3!&B )- - - 55 4S 3 1 - - 5 Im - 14 12 10 9 5.5'- - - 14 !12�,0 9 I e '- - 14;12 7 '- - - - 14 12�1Q7J 3 a I a I a T.! 4S - O'-0 14 12 5.5 3 •- - - is t2 i10�e 3 "- - 14�t2 10 9 0 - - 14103_3 - - - 11:1eJ 7 3.6 1- • ' a 7 3514.5'35 -I- 11 12 9 43 3 - 14 12 10'9 S '- - - 14'12 10 9 a - 14 11 - - - 14 I/ 78 - •'B 7.5 6 3 - 14 12 7 - - - - 1♦ 12 110 - - - I- - 14 12 10 - - 03 0 - - - - 103 9 - _ a_B 5 T4 33�14 12 7 - - - - - 14 12.10 - -t- 1♦'t2 10' - n 5 - - ' - t{ 12 f0 6 a e Be 7 1!i- 1'-0 14 ,z`4 - - is t2'10" - .-- - - 1f"Is'10'- - _ - i- t' L9 as 6 _ - 1- 1 _. - 6.a. 6"5 -i1 Utz 145 - - 14 i2'ia'- - = - - 1♦'t2'10 - - - - - 3s +c - - - - - - N f0 7 - - - - - ! e' 7"ss'4s'- - - t 1: 35, _ - , - 14 li 10 - - - 14 12 1a - - - e s 7 ;- - - - - - - - - - • 7 4.1 15, ] - - 12'-0' t� alt: to - - - - u ,z'1o' - ' -12 14 1- 1- - - t4 u w - '- - - •fie eie 'e • a .- _ I t� u 14'12,8� - - - 1/ ,2 ,0 =.1 LSaa - - ;-.,- +sa• •}_'_ - aTe,-"43 s'4 I _ u I 5 - t4'It - - - - - 14,12 10'- 5�3 - - - - - 3• wa - - e 3 - - 1 HV BLADE OR 1 HV BLADE u tY - • 3.5 - - 14 /2'- - - - ;- I. t2 ,- •- - - i 1 - - - ,{ ti - - - - i ■ e' e a - 13'-0 14 ,0 1 4 12 - - 14 12 - - -.- a I - - - Gs), - - - e e 8 4 35 - - WZ 1A' HV WINDOW BLADE t4 12 - I - 14 t♦ ,2 - - _ _ _ /. 6 _ _ _ _ _ •5 65._ _ _ _ _ _ 9 • 5S 4.5 - ,♦ 12 14 12 - - - 1. 12 - - - - - a - 1- - - ale -,.-_[_- - - . . .. - WORKING IN UNISON 14'12 _ I_ _ _ if 121_ _ _ _ _ _ 14 ip _ _ _ _ _ _ 14 9 '- _ '_ _ I_ 1♦ 12 - ate - a a 9 -e 75 4r-14 11_ t4 is 1412 - - _ _ - io'♦ '- - i- - �- - to 73 - -�- - - a7.55 � 4 D -1-' - 14 is _ - - - - 14 t2 - - - - _ - 14_12 = _ _ _ _ as 4 - _ _ _ _ _ _., 6 - _ _ _ _ _ a e s' ` - -1- _ 14 _ _ - _ _ _ _ ,5 _ _ _ _ 6 - _ _ _ 7.5 5.5 33 3 _ _ _ _ 14 _ _ _ _ _ _ 14 - - - - 14 - _ - a a 7 7 3.5 115'-0 14 - - 1- - 14 - - _ t _ ._ t♦'- _ _ _ '_ _ 9 _ _ _ 9 _ _ e 7 43f36 J - _ 1 _ _ 14- _ 1 - 14 - 14'- I_ - 10 - - t0 _ _ -" - e-7.5' S 4 4 - - - - - - - - I4 - - - - - - - 7 - - - - - 7 S3 36 1sIH'-0 14 - _ _ _ _ N _ _ 14'- - - - - - e - _ - - - s 1 - - e ItAts -14'- - - 1s - - - - - 14 - - - - - - =s - - - - - - - 98 - AL_ - 6' 7 4s -LT FLORIDA BUILDING CODE Non High VelocityNurcicane Zone - - .',,,)I11 02020 TILTECO,INC. 02020 EASTERN METAL SUPKY, INC. ;ev � - BERTHA H TM ,3P� l �s A S S A Accordion Shutter System =.,��_"____�C 1 L E C O I N c. ■ ■ ■ ■ Kv aADE#1 w/(�R w/ Kv wttoav eu�E N0.441 1 >'. 1s American Shutter Systems REV.10 OEQCraTION DATE ORAwr1 BY: 11P ' TILLIT TESTING t ENGINEERING COMPANY Association. Inc. I GLD 17-107 '/2/202 7- 7/2-20 el3ss raw.San.s1..➢..305•vataxu GARD00.PL016a4 3316 qqy STATE Pho..:(305)671-1530.F..:(305)f71-1531 4268 Westroads Drive x DRAWING No QO' ���F�l �} 4-"OUa000117,a'`°" West P01m 8e0ch, FL 33407 3 20-164' i (C(1'• '�_^�i^�-� WAI IFR A TILLIT Jr.P.E. 4 Wyi,6/64 `SEAL/SIGNMURE/DATE FLORIDA°t 44167 6 SHEET OF 20 SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN N-EWK PRISMIK RATING AND A LUESPDNM YDL■++++■'TYPE FOR WERETF OR CONCRETE RM INSTALAMM (SEE YOUHiNC9 E G,&H ON SHEER 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POLMM OOIRIEIF/cOIRMDE am Poll•m OONCPW (A) TO EXISTING POURED CONCRETE: (Min.1'c- 3 Iwi) MRMM QE WALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. (Mn.Vc -3 k,i) VAN � ePAd c s7 n - 1/4'0 x 3/4•ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, DOLT&SPECIALTY COMPANY.(Min. rc = 3 k1i) OV S&DEMO NFLOFE FRISM MM;Fn'1 IS:,DESEN I[fiOA£PREmlE RAifi U.BE=WMATNC PREmX OR - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.Fc -2 kei) 30 40;60 75:90 120;160 205 301 40 60 75 90,120,160'205 30.40'6D 75,90'120 IGO 2 T�WITH ADVANCED - 1/4'0 TAPER+ANCHORS AS MANUFACTURED BY DEWALT, INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY _ t4 1 110 _! e 6 e 5.5 t4 t2 to 9 I a e s _ f• 121 M r �Ly{HpLpGY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC.(Min.Vc=3 kei) 3'-0 Y4 i2 10 f a'e_- e- 6 t4:12�10 19 a ! { /4 12 10 s a t i { a 14 12110 • a t • 5 14'12 10 19 e • • • 14 -12 10 • t • • 6 �'POINTS SOLID-SET NOTES: �TAP W/CAP A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPODN WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPERS 14 14 10 f 6 f ! 7 li 12 IDS ! • { • • 14 14 f0 • { f • • - ANCHORS IS 1 3/4%AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2 74 1 10 f • 6b 3.5 14 12 10 • ■ t i4 a 10. • s • 6 TAPPER+ W- 14 T2.10 • 9 • • 6 14 12 10 • •_ 9 • • 14 12 10 t• •_ III 6A A2)MINIMUM EMBEDMENT OF 1/4'0 4 3/4•ALL POINTS SOLIO-SET ANCHORS SHALL BE 7/8'IN70 THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 A ■ 6 • 14112 10 Y a _%_44 14 12 10 • • f 4 &S INTO STUCCO SHALL BE PERMITTED. 1/4'4-20 S.S. MACHINE SCREW USED SHALLBE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 • 4 { • 46 14 12,10 9 • • 0 S6 14 12 10- 6 _ 1 • 4Jf 1•MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 • _ - 14 12 10 6 e • • 14 12 10 _S 4 SEE UY[AIKJNS OF USE FOR S'-O' 14,12 10 _• { - • • )4 112 10 9 16 t t • •.6 14 12 f0 • • _• 9 43 a.1o0 ON MEET t9 A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 • 7 4 - 74 52 10. 9 5*6.6! 3A 14 12 t0 C.1a i! 15 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRICTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14.12 10'9 9 7.6�b 4 12 to 9 S { 2 4A 14 +2 10 f, 1 • 45 75 NOTES A1)&AA2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 14_12 9J 7.f 63 43 - - 14 12 10;9 { 7 63__• 14 12 10 • • • 4.61]5 INSTALLATION lM'0 EIFS WRM METAL STUDS SEE SHEET 20. 6'-O' 14_IS!10 • e 19 6 i 14 12 10 I .9 ■ • e t4 12 10 9 • 6b 5 &S 14 12 10. • 7.5 5.3 3 14 f2 10 e.5_7 66_• 3 14 _12 • •5 53 4 3'- (B) TO EXISTING CONCRETE BLOCK:(A51N C-90) 14'11 It Y e 6 t4 12 t0 9 L7 6 tf 12 10 L6 • 5 4 - 1/4'!TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT,W.BUILDE)C 14 12 6 6.5 5A 3 -!- 14 12 10 9 14 1! 10 •_ 7 5 11: 3 - 1/4'0 x 3/4"ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY, T.-0. 14;12 I to 9 6 6 I- - 14 12'to 9 9 7 I e • _/• ti 10 f 7.5 Sf. 4 3 - 1/4Y BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 I IZ 10 6 63 4 - - 14,12 4 '7.5 6 4-5I S6 - 14 10{ 7 S-0 46 S,• - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY OR ANY 1 4 12 to 0.3�7 4 I- - 14.t2 10 9 719 NUS 4 1H 1! • 7 7J1 l5 - _ OTHER APPROVED LICENSED OR AUTHCRIZED VENDOR REGISTERED WITH THE AMERICAN SWTTER SYSTEMS ASSOCIATION,INC. ♦ 11 t{b 4-1 - I- - 14'12 10 • 7.• 63 4 - 14 1 • 7 -1 •e 3 _-_ 14 12 10 _•T 6 _.6.5 - - 14 12 10 • • •- 4 - 14 12 10 f }•d 6 36 - NOS 8'-0- 1 B.'.J MINIMUM EMBEDMENT INTO CONCPETE BLOB(OF TAl'CON,BLUE TAP W/CM ANCHORS AND SAPPER+ANCHORS 15 1 1/4"AND TAPCON 14 1! •A 7 i 3.5 3 1- - 14 1-2_.S $A 36 4 3 - �.fi _�_S 4 ] - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 11 12 •.S 7.6 i 6 - 14 12 >N�• 66 e - 11 12 ■ 6 66 4 1- f3 93 &5 ! 3S -A- - 14 L 12;10 a all f I= _ 14 12 • 66 _ -4 - - B.2)MINIMUM EMBEDMENT OF 1/4'4 x 3/r ALL LTT POINTS SOLO-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK,NO 14 12 l012 10 9 17U1 4• 14 12 Lli 7 Sb • - - EMBEDMENT INTO STUCCO SWILL BE 1/4'W-20 S.S.MACHINE SCREW'USED STALL BE 1 1/2'LONG MIMMUM SHOULD STUCCO ••-a 14 It 141 7.5 B 4 - I- - t4 11 7 53�� 33H- - 11 • 4! 3.6 - - - EXIST.AND I'MINIMUM faR WALLS WITH NO STUCCO. 14 12 5 6-5 - - 14 12 11.5'7 S6 • 14 7 6D • 48 - 1 8315.5 4 I- - - - 14 112 1 9 7 I 43 - - 14 It 1_7 •3 &A 38 - - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FCUND ON THE EXISTING WALL OR FLOOR. �_..-.- 14 12 I f0 9 7b - 14 112 70 a •,6'3 - - 14 l2' t • 6 ♦ _-_ - ANCHORS SFV.LL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES,ANCHORAGE SWILL BE AS INDICATED ON 1a'-0 f4 1103' 7 3 iL0 - - I]I0.3,�I 3 4 J - - 10.7'JH e 4 3 - NOTES III)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. ET 14 11 7.5 5.5 t t- - II 1113 t 6 3 4 - :2b.�43I f • 1 1 - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHE 20. Ob. 6 5 - - - - 14_12 6LS 369 4 -)- 1] IO 68 6 4 3 - 11•-D• 14 12 t0- - -- - t4 14 ! 7 !'4b - 14 1.9 7 >fa U ]• - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. j L___ 142. 9b 1, - -X=t_ 12'9 6 L43A♦ 3 -�- (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 10 7 U10.5'7 &d 4b - 13•.f 63 43]. f_S 7 4.S'� - - - -I- 14 I R3,7.3 • S - - 12 I ! ! :4.S {I- -_ - 12'-0 a 1i lo'- - - _= _14 12 s NLeE 1d,6 - - 17?1D e.s' S '4 -+-- - EQGE_DX_SI9I±L.E�FRSyS �PP�INSr 3SNEPJJ1f`FOR ANCNDRS; 1.•5.5 45 - - - - 11 • 68 4 S6+- - - e • I 3 - - - - MAXIMUA ANCHOR SPACINGS ARE VAJO FOR EDGE DISTANCES INDICATED BELOW.FOR E.0.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 3LS►A- 6 , - 1 •.S LS • • DA f 13 1 BY MULTIPLYING SPACING SHOWN ON SCHEDULE 8Y THE FOLLOWING FACTORS. • 6 a - - - a - 11 0.5'53 45 35 - ACING EACH IVF 14 12 - _ - M 11i 7! • 8 j - 12 1 9 6 45 4 - - REDUCED PIG OBTAINED THAN MINIMUM NDIT/A 0 FOR ANCHOR 73'-• s- a - '--737fUI 4 3 I- - ACTUAL CON WITH ADVANCED TAPPER+ 2.5'&5 _ _? _ _ �f i 43 4 = 0.5. 7-•5- s,-' `-1 EDGE TAPCON NTFNTEAOf'ORM TECHNOLOGY ALL POINT SOLD SET BLUE TAP W/CAP M6.SPADING - e - - - 0.5 71 5 4 - - - 1% HV BLADE OR DISTANCE y 14' is 12 I -' ii --7 SS - t- 77 tid s3 4S _ E.D. R.MRED CONCRETE& MIN.SPACING.3'---MIN.SPACING.3 1/2' MN SPAaNG.]' 3 31,C 4' to 7b. I_ - • i 4bA33 - - 7 e 46 3 - - 1{'HV BLADE W/ oDNCRETE eLocK MK MNXIE DORM,smc c°OUIRED CONCRETE EElE eIaaL& coP0�0NCRETE eLDuCHORM&w7m annETE CONOM BUXX s ae 4B - - - - • sb 4b - - - 1A; HV WINDOW Mn En•r e1+E.D•s T/r w.ED.•z 1 w Ea.31 2• Am Ea.r +•+En.3 f/r NeL Ea•z 1/r ir{ - ].5 as = - - _ - ns . t - - BLADE WORKING _ 09O 1s'-0 • 4 = - _ - - �• s - - - s 0.81 1.0 as is 10 o7e 10 ie 6 • - - -` IN UNISON♦ Z• _ 0.71 - - - - - - - O,St _ _ _ _ _ 1 4• _ 0.91 18• 14 - - - - '- ?''- 2.3 9.5. ! 1- - - - r= 10 75 S - - _ • - - - - - I e •T 4i4b J - - - - 035 ox •.8 - - - - - - - 9.3 7 6 6 1 4 - - - - M on 1gh lelocity 1rurricane Tone, tow Ifl 1111 111%,A 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY.INC. ,.`` , �:. !fit/r''-%, BERTHA H -M A S S A Accordion Shutter System C o 1 N c. i ® ■ ■ H.V.■AID/1 W/OR W/b H.Y.Y■ IN IMAOE a' ND.44 67 American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY REV. OE%N1710N Gi[ DRAWN BY: RIPZD�Lo Association, Inc. I OLD 17-107 r/2/ OATS: T/2 2o2D 6355 N.W.M.-St,Re.30.WRGRU%GARDENS,nUmN 3]fr- STATE F Phore:(305�71-1530.Fox:(305)871-1531 4268 Westroods Drive : ��p.�'•, F i 9-mod:titeC09001- West Palm BeOCh, FL 33407 5 DRAWING No a-ma k. � FOR _ cA 00(6719 s•"- WALTER T111R Jr.P.E 4 . 20-1 64 Ay"rs •••• •. A ,�NAN!`��EAL/51GNATURE/DATE FLORIDA LK.r 44167 i SHEET 3 F 20 MAXIMUM ANCHOR! SPAMNG (jD,� S�HFr1111 F FOR A GIVEN MAX SHUTTER SPAN, AS.O DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALKIONS (SEE MOUNTINGS 1,J.K t L ON SKEET 7) POURED CONCRETE POURED CONCRETE BLOCK ANCHOn SPAM I FOEND 11 TRErla1 OJ RAINGUARD MOUNTING QK WALL/FLOOR MOUNTING QWALL/WALK OVER MOUNTING >SIYI r TAPCON OR •®•INR ip I MC ma IE01M PWM OW iM 4s3 RSti1 NEWNE PtfS411E NM700 .OMEN 1•LAIVE PIEEIAE RAle1G f,' TAPCON WITH ADVANCED 00 .__ -30-- ]D 10 00 78 tq 1m 1.0 20S 10 1 a0 175 >m 112011001205 30;W 60 i 75 00;t 20 f 00205 30 j 40'80 75'so 120,160.205 THREADFORM TECHNOLOGY -- .- -- u i_ __..-_ _ -. 5 1 t q_ 5_ ALL POINTS SOLID-SET 3'-o' 14 77 m_ TIff s • a 12 11 ,9 12 12 12 Ob_ 7 7 7 7 7 7 7 7 7 5 5 5 s s 5 a_- S 9LUE TAP -- 14 /4 10 • % 6, i2 12 12. 12 03 a • 4s-7 7 Y 7 7. 7 _ {3 s a s sa_ b_ S -- t2 10 • a i 12 12 /9 12 12 10 7t • 'TV, 7---7 7 7 7 7 a O 'S S O 0 b • TAPPERt 14 12 10 _ _ a 11 ,1 19.19 13 ab _ _ ._ 4 a�b5 5_ 1i li 00 -� a a 12 1! if fi 12 •A !.�7 7 7 7- 7 7- f 4'-0� 14 12 10 f •_ i 6 12 12 12 !.s s �i {8 36 f 7 %_ �_" aJ3. s a s a- s 14 it LY 0 I a • 19 Q li 12 IC 79 aS ♦ 7 T 7 7 7 7 as S b b 5 6 f Is 14 1 10'•_ • 0 12 12 1! 11_9 7 4 ♦ J b b b 5 5,�. 14 '2 10 f_ • •_ • • 12 11 1I ti 10 7A 6s 4 7 7 7 7 7 ! 7 7 s s 8 6 a a 0 s 14 11 f0 0 ! • e 12 12 lOd 7-1 1• 48 38 - 7 7 ! 7 7 1 7 5 38 O b ! 6 16 b_ b 4 i1 t9 t- s d .6 1 a u u u ds a • 4s - a 7 7 7 s 7 bb 4 b a 5 a a 5 5 4 SEE ANCHOR 74 112 m_ 9 8 a _0 • 12 14 a1.5 9 73 L5 { 7. 7__ 7 7 43 3.a - b a S,.b,, ' SPECIFICATONS f{ 12 10 f 6 �_ •_- 12 12 112;10 ,6 Ta 45,33 7 7 .7 �7 7 7 7 7 b •- !!_ S�5 b b_ b ON SHEET 13 14 y12_L f0--f • • a • 12 12 :e 0 S 4 7 - 7�!7 7 7 7 b.S 4 14 /21 m f • a • lY 12 ,0 00.a • Tat- 7 7 7 7 7 • 43 - b b D b a a 4ia - 14 19 10 • IY 12 10 • a-0 ]S - 7 7 7 •- _ 4 - - S_ b _ 4 ',-0' _- - _ 1f Yl Aa 7 0 L ] 7 1 7 '7 7 7 7 7 0 6 8 a _a 6 I! b s 14)12f10 • _ 1 a_ • 12�10 a2346 ] - - 177763a3 ab578S8 >d ] 4 Iu 1f 6 • 1 I a a Iz a 1 7 ab i _ - 7 7 .7 7 s - - s a a?a a s 4 - VALID ONLY FOR UP TO +70, -75 11 f m • a - Is)a •3 7 i3 4 - 7 7 7 aJi 4,5 1 3.,- - s IS e a 48 _-_ - PSF A. DESIGN PRESSURE B'-0• �{ ti m • a _ • 7.5 6 48 J.6 _ 7 '7_'7_ 7, '7 7 ♦ s 6 s s a a 3 RATING do FOR SPANS PER t0 f 7 1 • - 1! v •8 43 4 3 - 7 7 7 7 5.3 ♦ 3 5 D e S_ 4 3_f- 14 19 io 7 • •- i u 11 73-e s 7a.- - 7 7 7 7.5 • 45 - 1- 3"�s s' s s 4• - 1- SCHEDULE /3, SHEET I 1 t4 u 10 f • _. -y-_ 12 11,5 75_e 15 3.5 - - 7 7 0.3 8 - - - 3 - - D'-0• 14 1Q 70•9- 6 -� i2i3 117.9 0.s 5.5 4 I J - 7 7- 7 7 7_ 7_ • 3 S f I• S ! 5 5 s fs 12�10e • vs•e 15 4 ].S - - 7 7 7 0 e_ Si - - b_f6'd a .0 4 I3 14 12 7t1 f • - 12'10 tL5 5 4.5 - - I- 7 7 7 6-0 - - - >f i S 15 S •s �4 - 14112 110 f • a - 12 105 7 155 4.5 J5 - - T. '�• 46 33 - a a 5 45 15 -- - - \4 12 1O,f • • t- - 12 11 .� 0 S '33 - - 7 3 7 7 7 I T�♦,b - b S "s S s _5 5 45 _- - - 14 ,2 10 9 e • '- - .31 7 4AZ 3.8 ] S 5 �4s 3.5 - - 1{ 12 10 f • • - 12 0 • a - 7 7 7 1• S - - - • S S iC5 5 - - - 14i12`,10 9 61! _- 1- 12,e.S BIa .4 J - 7 Si1 3 - - - S 5 ;5 4 33 - - 1•� 14 71!O f e a = 12 10 10.5 L .15 43 - - 7 7 6 4 C33,- b S_1 5 5 4 .1 5 4 ,6 fi'f0 0 e 1s - = 11 5 �5A 4 - - 7 7 7135#1.5"_ _ _ 5 5 5 5143 = _ (� HV BLADE ONLY ,. u /0 f s - - - , aD 1.3 13 - - - 7 4.5 - - - - 5 5 1.5 14 7 - - - 12'-0 14 12 l0.9 f •- - _12 0.8 lb 0 4 - 7 7 7 7 i 7 a +3 _ s i 5 1 5 5 8 a 4A j33 /♦ IS ,O,e • - - • a { ] T- - 7_ 7 da ru 3.8 �_ 5 S 'S '48 1 3 _ t4 Y! to f a 10 7D S - - - s 6 f s ♦ - - - 12 10 9 - - 13' 1i u ,o i_. s a s- i- b a-48 -35 _- f1 1!I•'1ti.4 • - - 7 tas y5 3 - - 7 7-rs- 3 - - -_ s b j s -4 3 - - _ _ - - 14'1x'to 9-t-I 6 T7 {! .73 - - 7 7 48 - - _ - s is s 4✓! 1 - - 1f t2 10 9 4- - t• ! S 4 t 3 - - - 7 a 4 3 - - - - - 14'-0�1♦'12 101• - - •_.6.s I4 :].3.-.•.- 7 7 7 7- 7 s s ! 6 0 b ♦ IS- 14'12*10 9 -)- S ] �_ - 7 T 0 3.6 - - - - S b_ b ♦ - - - 14'12 10 a 66 4 - 7 -! 4 - - - - S b 8 1 - - 14 12 10 - - - - JA 7 7 5 - - 1$'-o•u i:'I.�- 1- - - - io'7.a a �/ J 1 _ - a _ 7 7 7j,6 I 6- s_ s • ! - - 3 14 72'TO' _. - - - 6 4s T = 7_. 7 4{ a- 1 s a 1♦ 12:10 - a ! a 7 1 b - - - - - 5 S .S 4 - - - 14r12.11.1 1-+ - - I- T 4 3.3_- - - I- 7 ab 3,6 -_ - ,• - _ - - _ - 14 l� -{7 .43 33 3 - 7 'fi i0 - 443 t 3 - t- - - 7 ,u ` _ _ a .3 4uI1a - - - - - is 1i 75 - - - _ - 7 - - - - FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone „11 111, 42020'IL•ECO MC. m 2020 EASTERN METAL SUPPLY, INC. t'G�•TyJCENBERTHA HVTM A S S A Accordion Shutter System No.44167 !' z 1 L ME- N c. ■ ■ ■ ■ H.V. RARE DTI W/OR W/b HV.WNDOW BADE * �- fir` TILLIT TESTING & ENGINEERING COMPANY American Shutter $yBfemS ,,, aeaeeP7aN eArz SIw7N bY: wp s7 6355 N.M,31%0.St..SM w5•v1 M1 GNw[N5.nomon 331= Association, Inc. , OLD tT-tO7 J2/202 OOtE: 7!Y 2ozo z A' STATE F 4268 Westroods Drive Y Pnons (3O5)071-Islo Fay (]G5)971-1'vJf DRAWING No 9p�.,_FAO R4.- ..� a-mml:unaosaol.mm West Palm beach, FL 33407 i 20-1 64 cA-ooas7+P nOla I.Q.0 44167E ` Of 20 SHE 1jngN11111 SEA-/SIGNATURE/DATE 14 I MAXIMUM AS D DESIGN P,R=IJFtE RA31NG Co e I l ANIn CORRESPONDING MAXIMUM ANCHOR SPAQ Cin) SCHEDULE FOR A l n GIVEN MAX SurcR SPAN. NEPATR'� AS D DESIGN PRESSURE RATING AND A CORRFSp+M iD MOI.lNT1NG TYPE (sEE Mouwpacs ON&*us 18 6: 17). U B !Si;T F=;Z EE- SOUTHERN PINE N.. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MM. COX 2 W MIN.G-OSS, FIR NORTH FIR SOUTH _ DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G-0.36 PLYWOOD I D.�W/ W/ MIN. G-0.43 W/ MIN. G-0.36 SPAN(N WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. O & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALLMOUNTINGS B.D.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS W & x W & x W X P& 0 S &v 5 h v S&V ;:RJa I®Y[vml[IWs M m IDTWE Nme M11c Y4) `.:.W]PI I®W[IEIE Wi 6M0 SR 0mI IERNE 11�4 WBIF GT) `[®WVF IWaI[AER WJ a9a B,wc�4 wi i4 :-.®RCOF R8E[WAF(� a®W Mw FEU[ME Ipi ;.0910K REM WBIF w mN MK MM MC W 311 413 50175 J901,05.30 40 1 506 190 j105 30 i40 60I75 90 65 30 140 6075 j90'105 30 140 1 50'75!90 .D5 30140 80'75 90'°OS 30140'60�75 90105 30'40 60i 75 90 b0_. '-C 40 80175 190 .05 30 40 1 60'75 190 pp 05 '-0'OR 12 1D.101 9 a 1 8 6 6 6 6 6 �S 12 10 10 9 8 18 6 6 6.6 6 6 12 I10 i 10 9 8 8 6 6 � 8�6 8 .6 6 5 4'4 4 '3 12 12 12 12:12 t 1, rt2 12 12!12 12 12 12 12 112 112 12 4'-0' 12 i0109 6 6 6 '�6 66 6 61210�109 8 �8 6 6I616 '6 �612'10:109 .8 8 6j6 � 6�6 616 6 5 � 4414 '312:12.121212+12 '2112:12�12�12I7212112121,12 12 i12�12 g_p• 12 10 10 9 8 8 6 6 618 f 8 i5.5 12 110 1109 8 8 6 6 6 16 6 5 12'10 10,9 6 7 6 6 6 6 6 •5 6 5 4 4 ♦ 13 12-12 12112.12'1 2 112 1: 12 12 t2 11 12 112 12 M 6'-0' 12 10 10,9 8�8.5 6 1 6 6 B 15.5 4.5 12 I10 10'9 6 15 6 1 8 { 6�.5 5 ;4.5 12 10 1019 B 3.5 6+6 6 16 5 ;4.5 6 5 4 4 13.5!- 12 112:12 12 12 1' 2 '12 12 12 ,12 I12 12 12 i12 2 10'8.5 jj 1 T-0' 12 f 0 10 9 1P.51 4 8 6 8 11.5�4.5�4 12 110 10�9 5 3 6 i 6 6 15 !4 3 5 12 10'10 7 3 S_ 6 6 6 tl 5 _4 •3.S 6 5 4�4 i- 1- 12 12 112 112 12 11 L 112 I 12 12 12 10. 12 12 12 10.5 8.5'7.5 8'-A" 12 /0 107.5+.5 ] 8 8 8 'S II4 S.S 12 10 108 3b�- 6 6 i 54.5'3.5.3 12'10 10'4 - = 6 8 5M.513.5 5 6 5 4�- - - 12�12't2 12112 1. + 112 12712 11'9.51212'1.59_]5'8.5 9'-a' 12 10 10 5 '.5'- 8 65.51.513.5 7 12116 914 _._- B 8 14.54 3 3 12 10 4 3 6 ,8 1,54 3 3 6 5 3.5- 1 - 12112 12�12 121C 1 12 12�1159.58.512 12 10 8 .5_S.5 ff 10'-0' 12'10 75 4 I- 6 6 5 l 13 '- 12 i101 8 3 •- - 6 6 4' 5 3 - 12 t0 3 - _- ,- 8 �e 4 .5 3 - 6 5 - - - - 12 t2 i121tt 1.59.'-1 12112 .0 5.57.5 12 12 9 7 6 1l 5 11'-0' i2�10'5.51- - = 66 4.5 - _ 12 f014.5 I-. - 6 55�3.5. _ _ 12 10 - - _ �_ 8.�5.5 1 - 1- I_ B 'S - _ 12 12 112�12 10 B.`. 1212 9.5 8 7 12 12 8 6.5 S.S I4. 12'-0' 1210 4.5. 8 6 4 _ 12,1013.5' 6 5 �3.5 1210 -1- 615 3.5- 6i5 1212 112^15�95a 2.118.57 6 1251.57.5'6 Si4 13'-0' 12 10� . - 6 .5 - - 12 10' - 1^ - 6 4.5 - - - - 12 ZS - - 6 4.5•- - - �- 6 4.5 12 12.12:10.`&5 7' '_ 12 10'8 6.5 5.5 12 10.5 7 5.5 4.5, 4 y 14'-0' 12 f0 - - 6 -55' - - 12 7 I ..5'45 i- - - - 12 7 - - - ..5 4.5 - - - - 6 !3 - - 12�12 12 r9.518 6 _ 12 9.S i7.516 �L5 12 :9.56.5 5'4 13 _ 1S'-0' 12 _ _ _ _ _ 6.•_ _ _ _ _ 12'_ _I_ _ 5 _ _ - _ _ 12 - _ I_ 5 �_ .. _ _ I_ 6 I_ _ - _ 12 12 11 9 (75 S 112 &517 '6 4 12 9 !B 5141- 16'-0' 12 6 - 12 - - - - 5 - -'7 - - 1.5- - - - - 5 - - - - - B - - - - - 12�12 10.``B.516.5 { 12�8 �QS'S 3 1.58.515.5 4.5 3.5- 1 HV BLADE OR r 1 HV BLADE W/ 1 A HV WINDOW BLADE WORKING IN UNISON* .SEE U11,IjAi10115 SLIDE 4H TFQT,4 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.AHMIOR5 TO'WALL FLOW OR SOLLO WOOD SDFM SHALL 9E AS 10110 S`. 3.SUBSTRATE SMALL CONSIST OF THE FOLLOWING: -SOUMFRN PEE Na 2 W/0-0.55(N I.S) -1/4.0 TAPCON ANCHORS.AS MANUFACTURED By I.T.W.BURDEx W/MRrWRA EMEEDM04F AS INOCQEO AT -DOOYIAS FIR W/0-0.30(HULS.) EACH SECION ON SHEETS 16 4 17. -W%IM PIE AR NORTH W/0-0.43(N.DS.) OICEPIIRt SEE NOW 2 OEM. -SPNICE PINE TIN SOUTH W/0-0.311 -FEN.1/2-COX PLYWOOD(1986 APA) 2.ANCHOR'S TD HOLLOW COUNG WW L BE AS PER MOU IM TYPE U.SHEET 17 APO SMALL CONSIST OF IArO SCREWS AS PER AIDS 2018 SPECRIGTNP6. 4.ANCNOS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEGFlCATION6 OF THE ANCHOR'S IIMWFACTURER. FLOW = Non Nigh Velocity Hurricane Zane A1111E1T1 MIA y 020I0 TILTECO.INC. ®2020 EASE,1'+ METAL SUPPLY. INC. kV A..... l�ys� BERTHA HVTM �Qy �>CEN T77iL E C O N�. A.S■S.A■ Accordion Shutter System KV.IXAOE/1 W/OR W/O KV.WM M MKIE N0.44 Ame►ican Shaffer Systems ER',He DESORPTION DATE DRAWN er. MP t"`---- TLUT TESTING do ENGINEERING COMPANY # Association, Inc. , OLD n-1a7 /z/ T90E: 7/z/zo2D *' F 6355 h 3Mr. 5)71 15 WRNM (305)GARDENS,FLORIDA]31 STATE PIorN:(305)a7T-iS30.Fm:(30sb71-+531 4268 Westroads Drive x DRAWING No '�'• rmoi U11coWoal.eom West Palm Beach, FL 33407 3 ••. FLDR Q.•'��.r CA-0009719 4 20-1 64 'L 0i�"••., -l^ -" WALTER A TLUT Jr.P.E ,''�Ai,;nsSipN `�i► �FJ+L/SIGNATURE/DATE FLORIDA u`#44167 5 SH13 OF EET 0 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR J"_ HV & CA,, HV♦ BLADES AS APPLICABLE + ph LZ Fog i WALL FINISH BE LIMITED105.0 E RATING, SEE 5HEET 19,FOR MAX SPAN 1/4•0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE Q'& A) WORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY - I 1/4.0 TAPCON OR W/1 1/2�Min. PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1 ' ' OF THREADED AREA TO - I W/ 1 I/2'Min-PENERATION OF THREADED AREA TO EXISTING MIN.SEPAPATION '1�IOR lA F]D.'."I9JG W000 HEADER. - II WOOD HEADER.(SEE SCHEDULE ON SHEET 15) TO QASS(SEE ,I (SEE SCHEDULE ON SHEET 15) ` './4.4-2W/4-S-S.MA041HE SCHEDULE ON SHEET H �'j'pR0 SCREWS w/1/4' 20 NUTS I-11 FOR BLADE(DAND 6i U111t\t l t 12.OR 1® ii o 1 z'o.c. ON SHEET 19 FOR i {1f ,'Min.- EXISTING BRACES m k Q.�1 TO-, G1A55--) WALL a 1 ///!!AIX!! - •.�,� ljXOl'i$. 'n FINISH t e!?ra• l:i.. u iN � . �.OPTIONAL 1 �I WALL LLLJJJ LLLJJJ I� �'� EXISTING MIN. t ,-lam {• FINISH ,: 11i\\\ { 12.�(9 ,I 2.11.WOOD EXISTING WIN. l� � ,I HEFTIER REQUIRED I DR `� HEADER REOUO RED `" I 1`"0 TAPCON OR TAPCON WITH ADVANCED LXISIING I ( THREAOFCRM TECHNOLOGY W/ 1 1/2- TO SEPIPAlION I I , Min.PENETRATION OF THREADED ARIA TO GLASS—E TO CAg<g7: 9 MIN. SEPARATION TO GLASS }I I I ' EXISTING WUOU f{AOER. L SCHEDULE ON BEET _ I EXISTING P"--' �r '! I� (SEE SCHEDULE ON SHEET 15) ION SHEET 19 FOR I{. ')�) GLASS (SEE SCHEDULE ON SHEET 11) f' 1 )I 1 - � 2'a4'CENT. SILL BRADES.Dk - I 1 I PLATF REO'D. �HV WALL HEADER INSTALLATION OHV WALL HEADER INSTALLATION OO !iV WALL SILL INSTALUTION T I I( EXISTING I _ MIN. SEPARATION TO GU$S '' 1 h_ (SEE SC EDULEEOON SHEFT11) -I , I 1 •1 O1A55-•--� i t (I ;�. IXISTING �I�- (SEE SCHEDULE ON SHEET 11) T F%STNC MIN.SEPARATION TO GLASS I GU�-�' GLA55---f z 2�1p'��CONF�E(SEE SCHEDULE QV SHEET 11 T•' WOOD PLATE 7{ ) t, 1/4'e-20 C/4"S.S. ti "D- 1 + �j 1/4'o-20x3/4'S.S. � ■ 1 > MACHINE SCREWS w/ 1 0 12"D.C. ia ■ 1/4--o Nuts o 12 D.C. (I I( OR Ak 2-x4"CONT. WOOD PLATE I -� d - _ltL\USlI\ u I _EQ�.ED- REE D. I-Min. I -1"Min. (tl \ 4 I I 1/4"0 TAPCON OR TAPCON 1MIrH ADVANCED \• ��CR 1® , - I - THREADFORM TECHNOLOGY W/1 1/2- 2's4'CENT. I %G.-PENETRATION OF THREADED AREA TO t ' 1/4"4 TAPCON OR TAPCON WRH ADVANCED - SILL P',ATE . -' EXISTING WOOL HEADER. THREADFORM TECHNOLOGY W/ 1/2' - TgPCC WITH OADVANCED SHEET 4 FOR TYPICAL RE0 D. (SEE SCHEDULE ON SHEET 15) Min.PENETRATION OF IHRFiIOED AREA INTO PI.YW000 \\ THREADFORM.TECHNOLOGY SHUTTER ASSEMBLY. .� (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2.4' I f2"MIN.CDX)\ .. WAIT FINISH STUDS O 16.O.C.MAX. PLYWOOD REO•D. W/1/2"Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE I/2"MT•L.CDX PLYWOOD REO'D. WALL FlNS THREADED AREA MTo PLYWOOD COMBINED I4 ANY WAY To REO'D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) I SUIT ANY INSTALLATION. CRj HV WALL SILL INSTALLATION EXISTINL:MIN. 2"x4'STUDS O 16.O.C. MAX. RFO'D. ATTACHED TO STUDS IN PLYWOOD TO BC ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WiiH SECTION 2]De OF THE F.B.C. SECTION zsos THE ®HY WALL SILL INSTALLATION • ON of ©HY WALL SILL INSTALLATION FM OU(Non High Velocity Hurricane =ore; o2ozD nLTEco, `'' INC. 02020 EASTERN METAL SUPPLY. INC. R 1^L I /� /� A.S.S.A■ Accordion HA Vr„ L E C O INC. Accordion Shutter System No.441 KY. BLADE 11 W/DR W/b HV.W)NDOW MADE TILLIT TESTING k ENGINEERING COMPANY Association, is ion, Inc' v. mC7-101N HATE DRAWN H7 MP I STATE Q ;E{�j__ �HN.161I.9L,SW.3M Ynaw WAM3.FI.d1OF,a„ ArsoclCtlon, nc. , OLD tT-w7 f2f DATc Tfs/2o2o �� ••, S PHwn.:(3o5)571-15a0.Fw:(aoa)eT1-15a1 4268 We9troads Drive x .n R..DI.Woaalmn West Palm Beach, FL 33407 a DRAWING HNo NAI �c.` ALTTER A. IT Jc F.E. 4 SHEET GD—1�� �'�EEurnunuL SEAL/SIGNATURE/DATE 4 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & FA HV♦ BLADES (AS APPLICABLE) MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEADE(I)ONLY WALL FINISH DESIGNSHALL BE LIMITED TO 105.0 12af, A.S.D. PRESSURE SPAN A DESIGN LOAD FOR INSTALLATION WITH BLADE W0RKftL 1/4 0 TAPCON OR t Q -- EO - MIN. I TAPCON WITH ADVANCED 4",B'(Yin.)EXISTING f 'Pr;---- -� i THREAOFORM TECHNOLOGY WOOD BEAM STRUCTURAL REQUIRED. ADEQINCY J •, - .._-_ ..._: - _,;- --:_. - __ EDGE OF APPLICAKE) w/ 1 1/2'Min. PENETRATION 1/4i-203/4'S.S. OF EXISTING WOOD BEAM OF THRESHED ARTl ro PHA UPS TRUSS HEAD TO BE CERTIFIED DY EXISTING WOOD HEADER. -Min. MACHINE SCREWS REGISTERED ENGINEER OR - - ti(SEE SCHEDULE ON SHEET 15) W 1 4--20 NUTS EO -r--EO - -_ ----- _ TRUSSES�OOR � / / ARCHITECT PRIOR TO "IJfJd/1j! �--T -ED--ED O 12"O.C. SHUTTER INSTALLATION. -� 1 1/2• RAFTER O 24' / - 19 j O.C.REQUIRED • /3 1/4"0 TAPCON OR I t -..... - 7• _ -.�_ :1Ttlitlilll ! - 3,'DR�l 5� TAPCON WITH ADVANCED I - - .257' THRFADFOfU1 TECHNOLOGY ! _ EXISTING SOFFIT 3/4•Yo,.INN. •c'i \ Naz. 1Y/ 1 :/2'M,n. PENETRATION _ OF THREADED AREA TO EO yEOr /Nz3/4' --EQ I EO- .D _ - .1k4k1/6'CONT.ALUM.TUBE \_ EXISTING WOOD HEADER. y S.M.S. - (905J-T6 ALLOY)W/ I I -OPTIONAL {SEE SCHEDULE ON SHEET 15) O 6' 0 C. I - •.1) Or®Or (3)5/16-0 LAG SCREWS TO or t 3 or t 5 1 EACHRAFTER� I MIDWIDTH OF EXISTING WOOD EXISTING MIN 2,1" - 1 I I E%ISTNIG—I HEADER REO•D - -J; I'j OPEN HO1)FOR LE AT EACH WWM)RW�22 NNin NOMINAL GLASS - MIN-SEPARATION TO GLASS EXISTING -T STUD TO ACCEPT PENETRARaN OF THREADED 5/ LAG SCRE-W (5[E SCHFDLAE dl SLEET 11).�- GLA55 10 OA4(� 1 I ET CENTER OFF 'USE.Zn SEHIRtl10l ) INSTALLATIONS WITH 72"f MN.sPW,WXN I tl MAX. MAX.DESIGN NTLOOAD AND OS HIS HV WALL HEADER INSTALLATION >4lDME N sWLr 1 r cuss F SOICILLE�� 1 1NWALUT1CIN IS ONLY VAIID ft RR HIDE Ifl.YA 7 SHEETI FOR WOOD W/NIN. SPECIFIC 1 1Q OR 'I I I FOR IIIACE 0AID ON I I I 9EET IY,DR a Stu IS Ern I GRAVITY OF 0.50 AS DOUGLAS tlDIES: aMMOA© L MA•LStr•a® )11 FIR OR SOUTHERN PINE No. 2. 1-SEE SHEET 4 FOR TYPICN.SHUTTER ASSMMY -- .1 a ( 1 OR .� OR EQUAL. 2-WGLWDHO SF�TbNS�'1>E co,erm CHV CEILING INSTALLATION IN ANY WAY To Sim ANY NSTALLATION. U HV CE I G N TION t_ wwmm I -� 9 I g I m o - ..1:OR®� --T� j j - MIN.SEPARATION,TO GLASS + -4 000DAL(N SKLI I• I MIN. I I 1 �- (SEE SCHEDULE ON SHEET 11)- - I EXISTING 71 FOP RAIE0 � TO GLASS CASS\\'I e�Q s In ctAss �- 1 EXISTING - --i 1� \ \ (ON cuss ON SHEET If) ( I ALTERNATE' ! ANCHOR FINNISH i I 1 I LocAnoN JII YK /10.3&•HEX r l Ij 1 1 2•.e'LON WOOD . ) I M A/4 r2_ wASHER HEW TEK DECK REWIRED 5.:,'.. . 13.oR, 2',6'MIN. WOOD - I SCREWS a 12•oe (NO FINISH PECK REQUIRED(NO ALLOWED) --- FINISH ALLOWED) _ EWE EDGE OF DECK --:MSlll\ill ! 19 __• EDGE OF DECK .. __ _ • -EO _� IF APPLICABLE _8_ E-^-- - DECK IF _ IF APPLICABLE _ _ _ _ - APPLICABLE - -- I. I/4'o-20z3/4"S.S. _ 1/4-0 TAPCON OR -Min. PHILLIPS TRUSS HEAD 2' 2"z4'CONT. ) TAPCON WITH ADVANCED MACHINE SCREWS -` ----— - I 1/4'0 TAPCON OR TAPCON WITH ADVANCED - - 7FNEADFORM TECHNOLOGY W/ 1/4-20 NUTS IMREADFORM TECHNOLOGY W/ 1 1/2"Min. 2"MIN. SILL PLATE W/ 1 1/2"Min.PENETRATION O 12'O.C. 1/4O TAPCON OR TAPCON WITH ADVANCED THREADFORM-. - -2'M!N. - PENETRATION OF THREADED REO'D. OF THREADED AREA TO TECHNOLOGY W/ 1 1/2"Min.PENETRATION OF THREADED AREA 70 EXISTING WOOD HEADER. (SEE - - - EXISTING WOOD HEADER. AREA TO EXS'RNG WOOD HEADER. (SEE SCHEDULE ON SHEET 15) SO4EDU-E ON SHEET 15) (SEE SCHEDULE ON SHEET 15) M A"ONS or DSE O HV WALK—OVER INSTALLATION U HY WALL SILL INSTALLATION BLADE i ON SHEET 19 FOR (*1 HV FLOOR INSTALLATION FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' -„yU11/,11 /A 02020 IILTECO.INC. 02020 EASTERN YE-AL SUPPLY. INC. BERTHANVI'll ENs IL E C O .No. A■S.S.A. Accordion Shutter System No.441 7 Kv asnE Z1 Wf OR w/0 rLv.MANJUH also£ American Shutter Systems IEV.N DESCAN'TION DATE DRAWN BY. MP *; * TILLIT TESTING do ENGINEERING COMPANY ? o'•, STATE 0 e'M WW 3ft.St.S° 533M.CHI"GM0M.nn00A 331• Assmiatlon, Inc. I OLD 17-107 1/2/2 DATE.- 7 2 2020 Phwe:(305)671-10.Fa,:(J3Os)e71-1531 4268 Westroads Drive = DRAWING No ����.• F�QRI� ••`\�ai .-11:U- oeoa.cm West Po!m Beach, FL 33407 s 20-1 64 4AAtrSs�••••• N WALTDI A TILLIT d•.P.F. 4S SHEET An,,1A110NA'; l- SEAL/SIGNATUREJDATE FLORIDA❑� I u167 . Ii END INSTALLATIONS HV _BLADE OR d WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS Ya4'YN.„DOD Sr=PEWD, 2'•4'YIN.YIDW 2'14-W --- —' STUDS REO'D. (as MftICM',E) \ Fl. - INCYDe O 6'OL. r WOO SN t/y PENEMMN Ex.1 .GU55 �L F N.,D W NO 'J INSN I \ { S'MD3 EPS:. 009W CLASS - [1(eI1NC a= '4 e\ 't E%Is G,Ass If EM sriwDvt - _ Ira rnwnw rEwDor- li0 a a,c(SFE3, -112•W.Wa ; m aaas(SE SC.8`E a 9¢f -- �L1110W. '•.P%. .. somlu M M2i —' -- ,0 WAS(SEE W O/�(sE t/16•.r Y4 ,DR SAE 0" :. GbQ(E a 9FP RYPDOD- ,- SDV C a 9@T W�o g `-__ +6 (SM-Te)Dort. a6M�i1 "r M Ws M%w 1S NR It tOt S/OE mM0 ,/7 , _._ 11 FaR aIDE mM0 aALsme¢9 aLtr.nosm / R». t7wEsme Q,y tUAL wras�t:fOP ' pa,+asmt,P1 °TCJI ( .use r c.a•YYL —----- -- e.C. tO.ln' O.C.S.Ys. �16 4 -_ E,7 E10<tn'S. 1 OR VJ �" s¢M.L I,ru- 1 (woo ImcY soe a,.,,�i G I ON�. EEE ,0"a vaR 1 OR((je ro TPACI6 _..= s�mE c° `DNREcnov 4— r(�i•l3-C�}®`Q�J'®•a' .p-6p(i.p-p/�.�a.0./ scE coRNEc roN -0-lBi'py{�•®'f- ro n Ks .ty"®-V•� •�--J TO iFKNS - (j���-�Vj,•6i•(©�Y(/�lVi'®- ^�'�'-v�✓a'-�rlJ'Q�- tTOv/'4. •CY'li-�•J•r-'rl:/'V- V'p'V.L_©'Q7.®. END CONNECTION DETAIL'7" END CONNECTION DETAILn END CONNECTION DETAI END CONNECTION DETAIL OlanRc tlEalwn OWv rot vMs caDarzP nlaP ty-0' a r.acott NtcnDPs Ilea TAPWI aNtw•: 61tu,tn'•Y. —- — + DaSI.Nc G(ASS-� N/go +le Y°t. W/,1/Y Ipa *Is oc. .EPf1M11M tY CC. PQ1flMT1�a ty 0.G In M 4 SEE LIMITATIONS OF USE FOR !-r Am s rm M 4 _ - BLADE IA ON SHEET 19 lg FOR S11 omEEE nN nan _ 16 -5"_.. Et/D¢m , _ ta — t aa�(D ylI a SNW l6 MIff w Y E4naesme i _ un\t,1nn .nFarard, �■-_ --�- '.6Jcx(Sm©l0- 42 (!)Do INS f6•� I i .•Ear+. (L OR 7M*' -- 42 Y ®®O•pO'7^•O•C+4'C;a- Wau 0n$N 2.4 EM-Wam NL •�•C7 CT)`�J-��- +is�•®-L•i9•�•©- snIDS REOD. rtie9l ®•®•(!•©.(9• rim n•00-0.0-0.0 C•0-0411-8.0 DETAIL X END CONNECTION DETAIL Q f END CONNECTION DETAIL 41J FlONA BUILDING CODE Non High Velocity Hurricane Zone ;,; fit ,•.• C2020 TILTECO.INC. 02020 EASTERN METAL SUPPLY. INC. ���.• �\cENs �••��:: BERTHA NVM No.4416 Accordion Shutter Sy stemA S ■ KV.a"gt w/OR W/O Kv.wwon asp -'F * x Shutter Systems DESCRw American STATE OF TILLIT TESTING & ENGINEERING COMPANY E•., naa DATE ORANN sr; MP•• : �l� 6355 NF.351h.SL,Six.Jae.\VIGM GAIOEN&ELWM 331 Association, Inc. I OLD 17-107 7/2/202 DATE: 7/2/2020 %��' e�ORIDP .• Q, Prom:(30s)e71-1530.Fox:(30)871-1531 4268 Westroods eve 2 —DRAWING No rmDC 00067uol.GDIN 20-164 �'yFEsS c u-000enc West Palm Beach, FL 33407 s "Ix,,,/��NA 1111 \\\�, • WUI.'IFR A TRUt Jr.P.E. a _ P.E. SEAL/SIGNATURE/DATE ROREan uo.E N167 s SHEET 6IS OF 20 i n ffV ACCORnl1M AtH rCON MM W /1. 1:1, r1. L)NI WfFH W WWnOW BLAnnE A6 y' l�' Imo' 1. MAX.AS.D.DESIGN PRESSURE RATING: .110,- 110 pa.I. 2.MAX.SHUTTER SPAN:96' a ALLOWED MOUrnNGs:A,D.G k H ON SHEETS 6,7;AS WELL AS j If i ^I I II I MOIMIINGS M.O,T.U&W ON SHEETS 16 k 17. 3 I ONLY CENTERMATE$ 1 BOTH W�ORI ARE ALLOWED WFTH 2n1 (}���AR D IN A ( OR OP G U Ur.IN CASE OF OPPO NG .y=MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SINE aF C fYP. EA END A I A S.(A)WWINDOW RUDE 1©SHALL ONLY ALLOW A MA%M1IUM OF 5 OPENINGS (J'd HOLES)FOR©PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B)YIN.CLEARANCE FROM TOP L BOTTOM EDGE OF NV WINDOW BLADE 1Q MAX. 5 - _ i . A� 4� ALLOWED ar Hv BL � i•y I a ANY*J••HOLE FOR srwLL BE 1z'. WNDOW BLADE 1/ I', I V• (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE W WINDDW BLADE L w A 1 A � (D)HV WINDOW BLADE 1O MUST BE USED ALTERNATE TO A SOLID MY BLADE THROUGHOUT'SHUTTER'S WIDTH. • f a� I (E)CE.� 7ES STALL ALWAYS BE INSTALLED ADJACENT TO A SOLD Hy p L,6Ix5 BLADE 1 AT EITHER SIDE OF THEM. SEE ENCTIOI: 1 t i I I� I I I F 92 I . /J•�)I I A' I (THE PONTERIOR OF 711E OPENING 11 PROTECTED' 11 LYCARBONATE W WINDOW(4 SHALL BE MIAOW WSr BE CON �TABS E DETAILS ON SHEETS, `Mk I y p I ONLY INSTALLED AND LOCKED USING A HJ SETTING TOOL PROM D BY AS SA, 10 k to TIP 1 1 ;�Y, 111111 FULL HEIGHT. I A; � 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IWO WOOD FRAME I IJILLDNGSS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED ONCRETE OR.lam !II I IUJ, SPAN D DESIGN LOAD(SEE N BLO_OI45 1 k WALL ON SNEETS'2 k 1J AS LIMITED DY 8.MINIMUM SEPARATION TO GLASS SCHEDULE•PER ASTM E-1996: 35 (SEC PLAN FOR REOUIREI/EhIS) 0 X TIP TOP k BOTTOM WIND 20NE r—Um SEPAR.TO GLASS.. - — --.- NUMITED WID'• .._._...._ 1' ELEVATION WIN SE MTXN TO GLASS - txlsnNc cuLSs— :AND SC EDIAE On sI4EET 11 FOR e.AOEm 4 Q25• —— AND MINIS SHUT Fw LlAOES p k® — _—_—___---_ __L—__—_ _. —_ _ `---•---` I --------------- TYP M1�TR "MATES 21U2L C7 35 Typ. W/(2�OR S FANO MA / da•I- W/0 (s No-E 4 ABOI PLAN` TYPICAL 1 HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* RM KCMG M(Hon High Velocity Hurricane Zone AA``LLMIFi111 fill IlI�AA�� 02020 rLTECO,INC. 02020 EASTERN ww SJPPLY• INC. ,'�,a�•c�\CEN �•l9 y � BERTHA MVTM -� I L E C O f N L:. o Accordion Shutter System No.441 7` � � A KK a/AX r W/DR W/13 Kv.MAMW MAX *: * American Shutter Systems TILUT TESTING & ENGINEERING COMPANY Y Y• 0[lCI6PTwll DATEDfl BY. VIP v N.w, STATE 0 b Association, Inc. T OLD 17_107 / DATE: 2020 z 9•• ass aMN.a.,sr s6s♦wcAKu c+AOD s.noR16A 16. p c P anw:(J05)671-15J0.F..:(305)871-15J1 4268 Westroads Drive = DRAWING No IORID ���s. -—I;D'1•o°0^1�om WesL Palm Beach, FL 33407 s WALTER ADnPiT1Jr.PE_ ZO-1 64 ,AAAIIIIIn 1AiHu1 � ` SEAL/SIGNATURE/DATE FLORIDA�' H167 SHEET F 20 -K , I/2K D.o35 TWCK - ` INSTALLATIONS Wf � HV BLADE & HV CENTERMATES �2.000"Max. Nin.ASTU A-63J GRADE,O VARIES l o MIT.G-SO GAIT STEEL INTO METAL STUD WALLS * ,D�''• �1-�� METAL STUDS AT 16.O.C. w I 4db o 30. <� 4T O� ]f4"m NOMINAL 1/2 1 �`�-��. * GENERAL UMITATIONS AND CONDITIONS OF USE ALUMINUM SLEEVE i' ►y FOR BERTHA`Z.HV BLADE ACCORDION SHUTTER 6063-75 ALLOY 1 3/4'.8,/,•.0.035•THICK Min. 430 �- I SYSTEM INSTALLATION jQ METAL STUD WALLS CONT.GALV.STEEL TRACK CHANNEL.I O 6-O.C. O 6-O.C.j 1 I _ _ ___ AM A-663 cRADE,D M'..c-60 I SEPARATION TO GLASS SCHEDULE � 3.000 - GALVANM FASTENED TO STUDS ; t I - MOx. W/(2)/6.1/2•TEK SCREWS ON I EXISTING FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) INTERIOR d EXTERIOR FACE I AS APPLICABLE -Q al2. MAX. SHUTTER SPAN: 84' WIND ZONE MINIMUM ' ASTM E-1998 SEPAPATON MIN. SEPARATION 3. ALLOWED MOUNTING: 9 ON THIS SHEET. TO EXISTING GLASS GLM -43c LENGTH+ 1'- —+ (SEEOSCHEDULE) ..© 1 THRU 3 1' .1/4"f-200"' BOLT 141 �) 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED - MUST PENETRATE 43c t• 21 ARRANGED A METRICAL LAYOUT. 1 V INCLUDED USE 0 2AT 3 (RIOR OR INTERIOR ACCESS SIDE OF MUST ALWAYS 4 4• 1 3/1'x 6 1/41 0.033-THICK U.1 EXISTING FINISH ^1.373-- CONT.GALV.STEEL TRACK CHAMO- AS APPUCABL.E ,; CENTERMATE. `I .ice. r .�• • ASM A-66J GRADE 40 Nin.G-60 GALVANIZED FASTENED TO STUDS W/(2)/6.1/2-TER SCREWS ON <3c -' iO NTERIpt h EXTERIOR FACE 1 O e-O.C. O 6'O.C. I n _ 1/4"0-2D THREADS ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43c 1/4-0 ELCO CONSTRUCTION 1/2' t2 CENTERMATE 21 APPLICATION WffH BLADE 1Q PRODUCTS fAB—LOK HD <3b ex, I/2FDA33-n.cK Wc .::CARIES ® 6-0.0 COMPONENTS IEn.'.STY'A' 6—GRADE 40 '• ..2'..map. . 1..o-e0 CAUL STEEL ' I MS WALL HEADER/SILL INSTALLATION , ,AS APPurJ�IE SCALE: 3/8`= 1" METAL STUDS AT le'O.C. (TV.TOP k BOTTOM) VA VA ,1 x 5 1._ASS_ _3 • 4•1 0.035•THICK Min. eL .ONT -zDJ(ISTINC IX ' _ _ _ _ _ -.I—— I -�V./STEEL TRACK CHANNEL,'^-'!"-'�^'-'T ..,•.. - `TT _ GALVARM FASTENED TO 1STUDS� �, , i I I I W/(2)/6xT/2.TER SCREWS ON 43a 436 43c SYMMETRYCAL SYMMETRYCAL l MIN.so-ABimm WUUES r, INTERIOR a EXTERIOR FACE iCENIERWMAI v CENTERMATES Wy (SEE o GVM ) .r.. i I' I. RIOR ACCESS SIB , INTERIOR ACCESS SIDE 4 or(TV.) — -- IN ---'--135(6-MITI.) --}-- - - — --- f Raor �2 t : 21 21 AU" �AT 1© ` - HV WAD"[-ENDS r ----- --------- - - — -- ---- --- -- -=—_------- --� a --� --- -------- VIEW Y (.41 62�- v - 3 1/4.0�)._- •:3j(6"Min.) (241 SIDE CONNECTION TO TRACK -J/ 16 1/2- (TYp.) __ �• - •- __ _7• -'. 5 1/2"MAX. SLACK 'kit (Conk.) BLADE SLACK DETAIL HVF C }!1� 1jY@ b� FLOWA BUILDING CODE(N n Nigh Velocity Hurricane Zone `1�'11�1t1)111 GAF/`' 62020 EASTERN METAL SUPPLY, INC. YY44�pp 92020 P.LTECO,INC. •' BERTHA HVTM T ASSA ��r,E', Accordion Shutter System No,44 67; L E C O I N t . H.V_ BLADE#1 W/OR Wp Kv V&WW BADE L* * TILLIT TESTING B ENGINEERING COMPANY American Shutter Systems Ev.x oESCRWrION aTE DPAWN B1: Y1 �?O?a Aeeoe[atton. Inc. 1 OLD v-To7 /DA DATE i a 2 6355 N.M.J6U.St,St, 3�,MRGNN OAIeEIR.RPUG J]16 020 STATE F Phone: (S 5)871-t530.Fe.:(b61871-1631 4268 Westroads Drive x �9 DRAWING No o •' "ZOR( P,•'��'r '-no°r�M 719I'" West Palm Beach, FL 33407 s 2�-164 % FS•'•.. .. WALTER A TILLIT Jr P.E 4 f'1q Fr0N/tM SEAL/SIGNATURE/DA'E FL0RMA U°.III µ167 5 SHEET 6 20 OF 20