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Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=WGE.. Y BCIS Home Log In User Registration i Hot Topics SubmR Surcharge I Stats&Facts Publications Contact Us l BCIS Site Map l Links Search a A Product Approval %F USER:Public User Florid � ,, r Product Approval Menu>Product or Application Search>Application Us[>Application Detail 'r FL# FL389-R10 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email �V/VIEWED ��� Quality Assurance Representative Address/Phone/Email CODE COMPLIANCE STo LUCIE COUNTY Category Shutters �®� Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389_R10_C0I COI_ASSA_BLADEi_,pdf FL389_R10_COI C0I_ASSA_BLADEI_2.pdf FL389 R10_COI COI_ASSA_BLADE3.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards �'�p Q)py Certified By Sections from the Code 1 of 3 1/5/2021,5:00 PIV Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE.. 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 3-(Non-HVHZ)-Drwg 20-165 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA_BLADE3.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 12'-3"for 40 psf FL389_R10 AE PER_ASSA_BLADE3.pdf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 20-164 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10 II DRWING_ASSA BLADE1.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 FL389_RIO AE_PER_ASSA_BLADE1.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HVl blade,8'-0"for+64, -72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f. for metals stud mountings and 8'-0"for 110 p.s.f. for HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 20-163 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10 II DRW_6SSA_BLADEl_2.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389_R10 AE_PER_ASSA_BLADEl_2.pdf Created for Blade 1 and 18'-0"for Blade 2.See schedules on sheet by Independent Third Party:Yes 12, 25 and 28 respectively 'Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone,850-487-1824 The State of Florida is an AA/EEO employer._Cg_pyAght 2007-2013 State of Florida.:: riv Statement::Accessibility Statement::Refund Statement i Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pubric-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 ham. Product Approval Accepts: m EChtsk M 2 of 3 1/5/2021,5:00 Pik 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(7tA EDIRON)OF THE FLORIDA BUILDING CODE.THIS ACCORDION.SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS AREA 1: HV BLADES(1)& CIA BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL.NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1602.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL —HV BLADE� #0214.01-03,00715.01-03.01004.01-05,#1214.01-05,#0317.02-06, 00609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE C1�AND HV WINDOW BLADE (1Al AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1, 2&3)ӄ.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) —HW WINDOW BLADE m 90505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WINO 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. HV BLADEQi AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G—M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION M TRACKS SHALL BE#14x2.75"AND b140.75"RESPECTIVELY, 41D—HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 k9i TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPUCATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063—T6 ALLOY IS 30.0 ksl AND 35.7 kM 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 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH So kei MIN.Y ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 12 `YIELD STRENGTH AND 90 keI MIN.TENSILE STRENGTH. AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411,3 ANCHOR SCHEDULE— CONCRETE&BLOCK SHEET 13.3.4. ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 14 S.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksl MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE— WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE D: 12,13.14.15 AND 20 INSTALLATION DETAILS M—R,WOOD SHEET 16 HV BLADE(!)&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S—X, WOOD SHEET 17 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A 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 TO EASTERN END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 METAL SUPPLY, INC. 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 AREA 3: HV WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU 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 W AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4.: HV WINDOW BLADE 11)ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL.SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 17D9.92 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 13Y THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(c)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (6)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.ED..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. (C)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN' THE STATE 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 THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL 13FAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02020 TILTECO•INC. ®202200 EASTERN MMEETALL SUPPLY, INC. EN,F ��- I L E G O L N A.S.S.A. T. �,® V Accordion Shutter System H. . BLADE#1 W/OR W/0 H.V,WINDOW BLADE No.44137 American Shutter Systems- qyy TILLIT TESTING & ENGINEERING COMPANY Y REV.N DESCRIPTION OATS DRAWN.BY: M.P 6355 N.W.361h.S1.,Ste.305,WRMNIA GARDENS.FLORIDA 3316! Association. Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 STATE F ;Q/ Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive = DRAWING No 9'•, a-mail:N1aca®aal.aom West Palm Beach, FL 33407 3 20-164 CA-0006719 i -- WALTER A.TILUT Jr.P.E. 4 EAL/SIGNATURE/DATE FLORIDA Uc.#44167 5 SHEET 6 1 OF 20 !r VARI 1.4 2__ 4 4.371. 'o' 4.857' F "�4 HV SOLID BLADE 5 HV 90 18 TARTE (�)HV UNIVERSAL FLOATER ERED UNDER US PATENT 8179 QUALIFIED FOR USE W/ HV BLADEO HV DIRECT MOUNTHV ZBLADE I B DE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE(B ON SHEET 19 BLADE 6063-T6 ALLOY AND TEMPER 3.226' 1*51111' 6063-T6 ALLOY TEMPER 1247-OYPJ jq7 2.670: .994'1- -ff 67�ljl'000- .670* 2-226* & fja4_ io L 2ri 'T HV ADJ. ADAPTER WHIP -.125 3,22 QUALIFIED FOR USE W/ HV HY WALK—OVER TRACK ©HV ADJ. 0 R TRACK 6063-T6 BLADE QUALIFIED FOR USE W/ HV HV TRENCH TRACK 1-255'. QUALIFIED FOR USE W HV ALLOY AND TEMPER BLADE QUALIFIED FOR USE W/ HV BLADE 6063-76 ALLOY A9D TEMPER BLADE(D ONLY. HV RAINGUAR-Q 6063-T6 ALLOY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV A 1 TEMPER :2! VARIES 1. — . BLADED VARIES 1.936" 063-T6 ALLOY TEMPE --083' -14.083' .0113- 0113 :093" 003' 1 too- 9;3" 5 .12 cjn .060-- go� q 670 .093" C9, L670. L670i+. u- ' _P29" (fD HV CEILING HEADER HV HEAD/ER/SILLD L QUALIFIED FOR USE W1 HV BLADE 1 ONLY, QUALIFIED FO3-R 1 USE W/ HV BLADE@OBLADES (t� HD WALL HEADER/SILL- Z 606 SILL SEE SECTIONS FOR VAI Inip QUALIF E W1 HV BLADES SECTIONS FOR VALIDITY QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER al COMPONENTI A I a TI L I x Y t 2" I 2- j0.125' 2" 5'MAX.1 1/8- 1 1/8- — 3. 3 1.0_90* (f� SIDE ANGLE 2' 15 MAx.1 0.192- 0.192- x QUALIFIED FOR USE W/ HV 2.5' 17"MAX. - ugo. CORNER POST BLADE(D 0.1go QUALIFIED FOR USE W/ HV QUALIFIED FOK USE W/ HV ------ 6063-T6 ALLOY AND TEMPER BLADE Q)ONLY. BLADEQ) 6063-T6 ALLOY AND TEMPER 2- 5"MAX.:0.139"1 0.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 02020 TILTECO,INC. @2020 EASTERN METAL SUPPLY. INC. ........... Accordion BERTHA HVT. \GENs, Shutter System No.441(7 A.S.S.A11111 H.V. BLADE#1 W/OR W/O KV.WINDOW MADE American Ev. DESCRIPTION Shutter Systems i N� TILLIT TESTING & ENGINEERING COMPANY - F DATE DRAWN BY: M.P Association, Inc. I OLD 17-107 P/2/202C DATE: 7/2/2020 STATE 0 6355 N.W.36N St..Ste=.MRGINIA CMDENS.FLORIDA MIG( -;P Phone (305)671-1530.Fax:(305)871-1531 4268 WestroGds Drive —2 .-..it: West Palm Beach, FL 33407 3 RAWING N CA-00067191 A WALTERP.E. 4 20-164 FLORIDA La.#44167 A SHEET 2 OF 20 '1�1 1 ",14-21 1;�1�314* ED 2 5"S PAI THREAD -DIE CAST ZwL 1 7'45- 2.293- 0.334* 20 TYP HOUSDI ENAMEL X, WED PAINTED ED I'm RN 4 KNOSTU o 1.325- �CNOER BRASS CYLINDER 5 HROME (CHROME PLATED21 ) P TO) 17- c L @ HV EGRESS LOCK & ONLY HV E E JW-i QUALIFIED FOR USE W/ HV E 1 0, 6063-T6 AL D TEMP QUA LED FOR USE W/ HV 8 Et' )& A ONLY 3:023" J QUALIFIED F R USE W1 HV QUALIFIED FOR USE W/ HV y 6063-T6 ALLOY AND TEMPER 2 HV CORNIER C N BLADE 1 & @ ONLY. BLADE(D& ONLY. (0 E A-IFIED FOR USE W/HV LADE I ONLY 250'0 0 -T i . -,*pie.- 518,6063-T6 ALLOY AND TEMPER PLASTIC HEAD r.1 756 -.-1;22-1 MOLDED TO 2.97 SCREW 360'AFTER R NG % 4" /4,, BEFORE RIVETING 01-20 x 3 S U BS ji/4"0- RIVNUT* *S 24-T3 ALLOY)LARGE FLANGE THIN SHEET NUTSEKr.PART f 0820,AS MANUFACTURED 13Y AVDEL CHERRY TEXTORN.PARSIPPENY.NEW JERSEY 07054 OR EQUAL PLAN FRONT ELEVATION HV MALE "T- LOCK CENTERMATE .,4,t,566' LOCKER FOR 'T' LOCK CENTERMATE QUALIFIED FOR ' HV "T" LOCK @ HV ALTERNATIVE LOCK USE W/ HV BLADE Q)ONLY HV K CENTERMATE QUALIFIED FOR USE W/ HV BLADE(DONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W1 HV BLADE ONLY QUALIFIED FOR USE QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEM EP W/HV BLADE(D ONLY. BLADE 0 ONLY. 3.161 L 6 432 ii r i 0 4321 zqli- i i -THUM RN -j I- t' -11 -1 - • :---E-062 I(F .063 CYLINDER OR _Y CYLINDER 72 .545' 7 �6! 10-.111255,Min. .405 0 HD CENTERMATE We HQ=IQM HD CENTERIVIAT ROD 12�. 11 F] _UG ROD E W4-L[ICKING QUALIFIED FORLU5&Arr7iV I3?0ZL4&-CA QUALIFIED FOR USE BLADE, (11 e..' Loy .!kl NO'r D 6063-T6 AND TEMPER HD CENTERMATE'S INSERT VARIES 11ZINPE QUALIFIED FOR USE W HV BLADE(�)& IF 0 6 D FOR 3 T 0 USE LT57Mij -1/4-01m�;'S'S.OR 3/8-D-16 6063-T6 ALLOY 4 0 TEMPER 7:1 2 -----�t�UMBTUR o ACErAL THUMBSCREWS. (SEE DETAILS) DER OR KEY go CYLIDER .57 Min. Iq LOCKING RODS -j L 1/4'0 QUALIFIED FOR USE W/ HV BLADE(D (R HD LOCK 1 0 �6)BY 3 (R HV /4" 0-20 AISI 304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER 3/E El QUALIFIED FOR USE W/ HV BLADE U 5 INSTALLATION WILL REQUIRE A 7 HOLE THUMBSCREWS -SERIES S.S. THUMBSCRE-AS, QUALIFIED FOR USE W/ W BLADE(D& G IN STALLATION S FOR PROPER, SEDIMENT QUALIFIED FOR USE W/ HV DE(i., 10 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 0 .. rjl 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY. INC. . ....\GEN BERTHA HVTM Accordion Shutter System /T LIE C 0 J140SA No.44 67 51 ® . m H.V. BLADE#1 W/OR W/O HLV.WINDOW MADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY )ESCMFnON DATE DRAWN BY. M.P Association, Inc. I I OLD 17-107 7/2/2021 DATE- 7/2/2020 STATE I IF .�VZ 40-zo G=N.W.351h.St.St..30.MRONEA GARDENS.FLOMDA 33161 4268 Westroads Drive 'Jz7/ I/ Ph... (305)871-1530.F..:(305)871-1531 2 "ZORIV —.0; West Palm Beach, FL 33407 —i— ---DRAWI 20-NG 164 No 'N'"/ON A L WFALOEA UL.U1T 4J4�1P. E . 154 - _ SHEETSEAL/SIGNATURE/DATE - 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 3/R^ 4 I NCE 12"MIN t'LE'i4Rp 10 HV BLADE 1 40 -� 1 ro e EDGEIT�P t .oszs" _ 5. 1. I 1AI 1o7s 3 1 "rl HV BLADE to. r 11• P �I I i i / `I Hv wwriow BLADE .aszs .06750625" SECNON X-% ® HV LONG RECESSED NYLON BUSHING _ /jl�l i 1 xou `I>E KNUCNIE i "a orrNIN1) i ,aszs'^-1s7s Y .-+s* (TYP) O.OD25', ® HV SHORT RECESSED NYLON BUSHING V III_ Il -J �) ! - ® HV NYLON HAT WASHER '#! (DOR ® w& FlA7 poRnoN R1�soF% „ , ; rn 'a - li .Y1ERI0R 3750" _ .IF OIADE ® HV WHEEL CARRIAGE AISI 302-303 SERIES (� / I I ae 40 I �I X 0.870"x3/16 THICK NYLON WHEEL. ��� I , ry� { (I /�02ye75o° X 2 7/8"MINI HV SYIN)OW i 0.188"0 AISI 302 SERIES S.S. RIVETS I- - ' ""m £ SEPARATCLEAION /' ';I i 03,0 '✓ '___�._..___ i D N -03.7500" .0625 HV 1 3 4 ACCORDION PIN W 8 HEAD , I OPENINGS /4 SMUQN Y-Y ® / / N * EXTERIOR Lr� I I I 17' (BLADE /I I ON CINTERS 0625" 7500" 4@3 HV 2 3/4 ACCORDION PIN W/ #8 HEAD * ..,!.._ I - _-`-' __...-_.-._._.-.. .I_ Y I. . ® • 47p 0 0 2 1/M1" ExTERIOR ELFyAIlON ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I I ,I 1 A I• ! IBTSN1 TYPICAL HV WINDOW BLADE h1A AND 39 I ! -(- I I POLYCARBONATE HV WINDOW DETAIL FOR ® ,{ =-® or itEQU REMENTS) I I O OR ONAT� IMPACT f?F.�1SIALIT-N_ -WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12 MIN.C S,cE RESINS, UV-STABILIZED GRADE OR SABIC '� XTERIOR BLADE KNUCKLE FOR " z L - I - To RIADE R r M INNOVATIVE PLASTIC LEXAN 103 RESIN _(SEE NOTE I "F"' ON SHEET 19). a ill (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1E) OR n4 T ! , POLYCARBONATE SOURCES FOR 44 HV 9 BLADE. I EXTERIOR TYPICAL SHUTTER ASSEMBLY QM ± nPPO " R61 T TYPICAL PROPO Tl6 STANDARD N.T.S. HV PIN a2 OR Q43 AT REFERENCE /PaDIa �. M (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR .} EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV i11 EItT:ICAL• 1O oD.3 BLADE'S KNUCKLE.za"-, r l (SEE NOTE * FOR (! SPECFl MvaY c G ASTM W92 o.oa ro/ids w o. J In/d BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEEP 7. 04 „ O'' REQUIREMENTS) r I i TENSILE MOD STRENGN ASDt DaJO 9,400 p.,J. Wm ( ps.l. 3 HV PIN OR 3 W 1 2" O.U. 1 1 6" THICK S.S. WASHER TYP SRE ® ^\> I I I FLEXURAL NGIN 7B AT nELO ASN D0 12500 p.v.i. 134a, 0 psi. ) © © / / / -C1 5 I I R D(URAL MODULUS ASTM D790 340,000 F.v.l. 345,000 p.J. SHALL BE USED FOR DIRECT MOUM INSTALLATION PER DETAIL X, ego a� Ilj Ii IMP= SHEET O I N0 CIIEO'ZOOSTM 0258 0 R-ID/ ]FT-b/N R RR1G: WHEEL CARRIAGE DETAIL SMONE DENSITY ASN D2843 47.2 R 64.5 R MA% N.T.S. ASSEMBLY LAYOUT RATE OF BURNING ASN D05 C-1 CLASS C-1 CUSS .. SELF IGNITION ASTN 01920 1040'F H00'F MTen+[RMr- AS1M G153 TENSILE STNC IN MEN WEAINER:NC AS1N 93tl 9302 p.n.i. 9040 p.v.i. I�. HV BLADE SOLID & 1.A HV WINDOW BLADE DETAILS FNSI E S RE55 BEFORE WFANERINC ASTIR 6J9 8 6,ps.t. 8000 p.v.i. N.T.S. FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY,INC. BERTHA 1" VTM '�\GE /T7U7Ec7o ��� � Accordion Shutter System FLY. BLADE#1 w/OR W/O H.V.WINDOW BLADE NO.QQ 6 _ _ TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.N DESCRIPTION DATE DRAWN OY: M.P U55 N.W.361h.St..Me.JoS,wRCIN1A GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 �Zd�� Phone 1(305)871-1530.Fax:(305)e71-1531 4268 Westroads Drive 2 ' STATE F f� a-mail:tinococcol.co+n West Palm Beach, FL 33407 3 DRAWING No Off•, F� 1 CA-000B719 ' 4!" �RI �Eb"�^�-- WALTER A.TILLR Jr.P.E. 4 20_ 64 ",,\AL/SIGNATURE/DATE FLORIDA Lc.J�aa1s7 a SHEET OF 20 I� 1111111115 ®•�'as �� sue,®,4� ® *NOTES ON HV LOCKS AND CENTERMATES; �® as A J B C> G ' 9 M N S T U 1 + • 5 1. MANOATORY CONDITION /1: ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ELEVATION. HV OVE LOR OCK 0 or(g2MAY BE UOF TSED AS ANR SPAN OR NSIDEANS UP TO OR OUTSIDE 10LOCKA ATTACHED FOR TO�ITIORSV3 ANY nil It,i ! ! I n CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 16 y,20r 1 2. ����IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS Qj OR a MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR SHALL BE AS INDICATED ON NOTE (1)ABOVE. �3 LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DB-xv6 V x VA_ I 3. OPTIONAL CONDITION J2 (VAUD ONLY WHEN MDATORY CONnMON J1 OR LIMITED MANDATORY CONDITION I #2 IS U:��TWO H.V_ LOCKS) LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY II .°. -24)aRgm 6 o 0 OR® ��i' 1 --Q4�'® BE USED IF DESIRED TO ENHANCE SHUTTER PERFD MANCE. LOCKING RODS 05 OR AN ALTERNATIVE DEVICE v MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY CONDITION/2: ONE HV LOCK ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN _ AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2( or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, lei j 1 1 y ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S.M.S. TWO LOCKING RODS „'o xoc-xvc I 1 I AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. o ®3 1_1y- �g 5. F1 'j ALTERNATE TO MANDATO x OR 22 ,• ONE ALTERNATE HV LOCK 26 MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND r$ -- ---- O1 --'-- ---- •------ - sE¢3g=�o2 3� INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT x0p "'Y3 3 xo6- D I = OF 1/4"0-20x3/4"SS.THUMBSCREW TO©OR®CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4"ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO I C -Mg _�; LOCKS AT 1/3 OF SHUTTER SPAN. 6, MANDATORY CONDRION J3 FOR KEYSTONE MOUNTING INST I1 ATION& ONE HV LOCK®or®or® SHALL BE I ! I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96, AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or @ or®MAY BE USED AS AN INSIDE OR I LL OUTSIDE LOCK,ATTACHED TO©or®SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 It 1/2'LONG FLAT HEAD S.S. SEE END - y -;_ M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS @ W/ CONNECTION OR inTOP AND BOTTOM IS COMPLETELY MANDATOR(. DETAILSr SHEETS 1O0& ,0 HEIGHT FULLI1 't.--35' 1 i *NOTES ON HV "T" LOCKS AND CENTERMATES: 4. 1 OF CORNER 1 -..,INIIMrtED W101H-._...... __-. _..._..._.. .. -...�' . SECOND ALTERNATE M MANDAMEX CONDITION J11 VAUD ONLY FOR KV-r LOCO db-AND CENTERMATES 9b AND CENTERMATE 1 ®o O 7O O 10 +13 I�.1 ONE ALTERNATE HV"T"LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND ©oR R 6 + oR$ oa oR I STALLAIION AT ANY ELEVATION.ALTERNATE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES®AND®W/ 1/4-6-20 x 1 1/2" LONG S.S.THREADED BOLT W/7/8"0 x 3/32' WINGNUT OR W/ 1/4"0-20x1' S.S.M.S. INTO A 1/4"Ox 5/8' RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. Q+18 oR 19•©°"19 �oa 1©+dal *NOTES ON HD LOCKS & CENTERMATES:1.HD KIL W/HDENURNAMES41 OR(32 W Tit ONE ALTERNATE HD LOCK 4 MAYBE USED IN LIEU OF TYPICAL '1 I HV BLADE SHUTTER ELEVATION HV LOCKS(2y OR(2$'FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3#8 x 3/8"F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS HOB-HVB AND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, If III 02D20 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. ,�,,•�� �' "w% — BERTHA HVTM �P'..- EN '''��' 1 1 ® ® ® Accordion Shutter System H.V. BLADE#1 W/OR W/O RV. WINDOW BLADE 3 N0.441 - American Shutter Systems Ev.N oEscRlpnox DATE DRAWN BY: MP �.: TILLIT TESTING & ENGINEERING COMPANY A990CIatlOn, Inc. I OLD 17-107 1 7 2 2020 6355 N.W.361h.St.,Stv.305,VIRGINIA GARDENS,FLORIDA ssl6t /2/202 DATE: // "O'• STATE 0 Phone:(305)871-1530.Fax:(305)871-1531 4268 WeStroads Drive 2 DRAWING No 9'•, e-mail:t6tec0000l.com West Porn Beach, FL 33407 s AWING 64 CA-0006716 r•�x, `� waLTER A.TILUT Jr.P.E. 4 /, s " •4 FLORIDA Ue.R 44167 5 ONAL �•�� EAL/SIGNATURE/DATE SHEET 6 5 OF 20 nH ---CONCRETE ANCHORS POURED CONCRETE POURED-, POURED (SEE SCHEDULE ON OR CONCRETE BLOCK/ CONCRETE- SHEET 13 REQUIRED .-1/4"0-2Ox3/4'S.S. CONCRETE , ) CONCRETE ANCHORS 'I MACHINE SCREWS REQUIRED_ �� I REQUIRED N - - (r \ r--yi'--"" _ CONCRETE ANCHORS 17 18 oaA rrE°RrsIONL(sEe MOONnaO®oN SNEEr T) SEE SCHEDULE ON W/ 1/4"-20 !'r %} r! (SEE SCHEDULE ON SHEET 13) r' '' r ! SHEET 13) I NUTS® 12"O.C. {121aR14 I' Min. 1/4'0-20x3/4"S-S. Mln -EQ-It1-EQ-i MACHINE SCREWS , -_,t9 -E -EO -� USING 1/4'-20 NUTS i f { �L_u�_.. O�E I ,r -11 IIt I 1/2'ff lam, i a 12"O.C. E.i* f ;' .250"Max. �;' .l__: ��._ I - •_il� - 13 oa 15 13 oR 15 '% h I •;i 'T_'__. (I� .250" i; -.250'Max. ,G D.. I.r. IY' 1 Max. %,, %' i I ;� ' �.. % E.D.• J''��OPTIONAL I L _ PnONAL i ' f i NN SF i_11E AG¢T i�' 1i I ♦ i 1 16 __ MIN. SEPARATION TO GLn Il FOR ,190)!TD ,I I I I-_I i OR rL 11 EXISTING .�I II EXISTING w srra to FOR p 1 1 j 1 1•I __ -.(1 GLASS--i -----(SEE SCHEDULE ON SHEET 11).-. Ii a/ Oe1® II I MIN.SEPARATION TO GLASS I I I I I_-._ t_-1--.___GLASS-♦._-....______-,.__.__>i_I-I.__-.._ -(SEE SCHEDULE ON SHEET 11).__ I I I � --_- IXIS'TING I � V (A HV WALL HEADER INSTALLATION cuss-`--------__- - - �'` - - --I I OC HV WALL _HEADER_ INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE EXISTING ___.___. ._tea -_ .. __.._-._. ......_-.___- ___.__._ t_.. .. _ - - _ MIN.SEPARATION TO GLASS _. .-I1 plplpl7 GLASS MIN,SfpAQA1Xk1 P _ - + I ♦ i I i f..i. �`—(SEE SCHEDULE ON SHEET 11) -- '' ' , L I TO OASS(SEE I I I I -'11 OR ® I I II I I _- 0) EXISTING_' sornl�ON SHEET i— MIN.SEPARATION TO GLASS -I I GLASS I` ` 11�1 gN1X(DµD--I� I I I (SEE SCHEDULE ON SHEET 11) ON SHEET 19 FOR TLjJ� LLmyy I,I I r I I, 1 Irl I RIADLS ID h 9) � � s EXISTING I r� I i �-OPTIONAL E.i1.• I I I ICJ III Iill { I I I "Max. ' I--�__.- IJ,Wa' OPTIONAL I i 111/4 13 OR 15 E. D.•I FL �i i' ! _.: to R E0.• i \ i I i i "1 I q�2.- -- - t/3" --- 13 OR Q (121oR14 , 1/ILLIPS TRUSS S. Min. !. / , I ED EQ-• PHILLIPS TRUSS HEAD I .._.TRUSS NEAT/MACHINE SCREWS MACHINE SCREWS USING CONCRETE ANCHORS I_ / ,:l CONCRETE ANCHORS ', 17 DR 18 1/4"-20 NUTS 0 12"O.C. (SEE POURED CONCRETE-- t-_SHEET SCHEDULE ON W/ 1/4"-20 NUTS® 12"O.C. POURED CONCRETE_.; (SEE SCHEDULE ON SHEET 13) I ,,-r Min. OR CONCRETE BLOCK OR CONCRETE BLOCK ,(CONCRETE ANCHORS REQUIRED WALL REQUIRED O H_V WALL SILL INSTALLATION (SEE SCHEDULE ON POURED CONCRETE..-� SHEET 14) F HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION ROTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ 1= SEE SHEET 4 FOR TYPICAL SHUTTER * E.O. EDGE DISTANCE ASSEMBLY ♦ SEE UTALrATIONS OF USE FOR •T u`/ 2-MOUNIRNC SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) DIADE 1A ON SHEET 19 '.1 H Y BLADE IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 02020 TILTECO,INC. {Lp 02020 EASTERN METAL SUPPLY,INC. ,,.``P� ....•••. /T'',,, BERTHA H 1M TM �••'��cEN ''��'�. Accordion Shutter System ® m ® H.V. sI ADE#1 w/OR w/o H v.NINDGN BADE No.447 ,7 - American Shutter 5 stems �': }♦; TILLIT TESTING & ENGINEERING COMPANY y CV.rr DEscalFmoH OAT[ DRAWN ltt: M.P SE v Association, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 STATE 0 W 9 N.W.]61( 5)L.71 305, .Fax GNIDa15.1-153FLORIDA SSIBt ���••. � Phone:(3O5)871-15J0.Fax (305)871-1531 4266 Westraads Drive 2 DRAWING No ' O F e-mo0:llllern®aol.com West Palm Beach, FL 33407 3 20-164 0 R ID .••,`V waLTERA-00067 A. r1Br.P.E. 4 'AgS/�NAL 1 SEAL/SIGNATURE/DATE FLORIDA ua.9 44187 a SHEET OF 20 I POURED CONCRETE ANCHORS ------ CONCRETE (SEE SCHEDULE ON SHEET 13) TO GLASS(SEE I 5EPAFtAII.N GLAS SCHEOU OW IE EDGE OF SLAB IF REQUIRED ON GLASS- (SEE'O - ttw%'j. �_non SHEET 11) APPLI CABLE EXISTING GLASS- H—a it) I ALTERNATE I !�H IN 7 EXISTING Al MnN.SEPARATION I I OR EXISTING ANC GLASS LOCATION #I0X3/4" EX WASHER HEAD 13 OR(05 TEK SCREWS 0 12" 1 OR I D.C. EDGE OF --SLAB IF CONCRETE ANCHORS 6 L (SEE SCHEDULE ON SHEET 13) PUCADLE EDGE OF OF IF E GE SLAB IF APPLICABLE IXINN� I EDGE OF LE I S "a SEPARATION "j,OCABLE SLAB IF TO a_AMMVnS(smm AP U '..—�,_:.. E.' POURED-1 FLAT HEAD CONCRETE ANCHORS 7 'a'--, APPLICABLE POURED i I 904BULE ON SHEET CONCRETE E - --- - D.* CONCRETE. $I FOR IRLADE 0— OURED—' ONCRETE., , (SEE SCHEDULE ON SHEET 14) ON SHEET 19 FOR OR IA ONCRETE REQUIRED �,_FLAT HEAD CONCRETE ANCHORS REQUIRED REQUIRED --- -E. D. D., (SEE SCHEDULE ON SHELF 14) ill TRENCH INSTALLATION UI VAUD ONLY FOR UP To +70, -75 PSF A.S.D. CGS0 HY WALK—OVER INSTALLATION DESIGN PRESSURE RATING III:FOR SPANS PER HY CEILING INSTALWION HY FLOOR INSTALLATION f SCHEDULE #3. SHEET 11 CLAS CONCRETE ANCHORS T.s— (SEE SCHEDULE ON- '(SEE W. 1— 15) 1/4"0 111;DUILba TAPCON W/ "SHM SHEET ADVANCED THREADFM EXISTING EXISTING EXISTING - -- - - 1— - -.; .-_- TET;NNoLoCr OR 1/4-e MYERS GLASS GLASS GLASS--4 I i.1/4 I—. Orr i 11 FASTENERS 1APPER+ANcHoNs%Y/ MAX. V111 11) 11 1 3/4"tMN.EM EDAM 0 G" 10 O.C.,FOR P To 6"-,SPAN AND 4'D.C.FOR SPANS OURGER DIM! 1/4- SEA rM-7 M%'H UNNT Up=FASTE AT MAX. ITIPI 111E HOT'I.IHOI.I.SN1.1EI.TN'l Ep MAX. 4- 2 __!T(4� Mr.SEAUQfT F_ -T GO OR 15 E�'b "T"V'"HEY jr D*WASHER .. _ 6K SCREWS Ox SS-S .�CR n8 4 1 O.C./�1,4�3 4" HEX HEAD 4'0-20 S.S.M.S. ONCRETE ANCHORS 1/4'0-20�3/4'SS MS 1/4_0_�.N." O.C.- SCHEDULE ON > -USITIC 1/4 -20 NUTS -D C (SEE SCHE T:12*D.C. IN NON STRUCTURAL SHEET 74) _7�1 73-N IYALL TRIM(DECORATIVE W1 NUT c 9 06060606 K RE. 9 O.C. 1/4-j OR I/ C EXISTING NON STRUCTURAL EDGE OF i' V 1 E.D. SILL) SLAB IF #14x3/4'F.11.S.D.S. MIN. 1 7/8' 1 7/8 APPUCABLE 4. 0 9"O.C. POURED CO CRETE CONCRETE ANCHORS -SEF NOTE 13(b) k___�1' REQUIRED NOTE I E. POURED CONCRFTE---' ON SHEET I PC 13(b) (SEE SCHEDULE ON POURED CONCRETE ON SHEET D OR CONCRETE BLOCK SHEET 14) 0 PTIONAL POURED REQUIRED RR CONCRETE BLOCK Al KEYSTONE MOUNTING INSTALLATION C REQUIRED WALK—OVER INSTALLATION, MAXIMUM SHUTTOR SPAN 8'-0* CONCRETE HY WALL FLOOR INSTALLATION 'H V MAXIMUM&S.D.DESIGN PRESSURE:+04.-72 pot 0 OJ ZICAINGUARD S ALLATIO t NMI NNTE FOR- THIS INSTALLATION SHALL BE EDGE DISTANCE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT SEE OF USE FOR _T B (9 ON HE I- HIEETr4 FOR�TYPICAL SHUTTER SPECIFICATIONS ON SHEET 13) OR ENTRANCE LADE SHEET 19 INSTALLATION DETAILS WZ (1) BY BLADE SL'M U�_ - A.- SUIT .S C01 '.1.jt'� �N Y WAY T A INSTALLATION. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' ,q rpol,ltS✓ 0 2020 EASTERN METAL SUPPLY, INC. iD2020 TILTECO.INC. BERTHA HVT1 _\0,E N �7�i�LTECO ,�mr A.S.&A. Accordion Shutter System No.441167 z H.V. BLADE#1 W/OR W/O H.V.WINDOW MADE • American Shutter Systems 3EV. DESCRIPTION DATE ewezo TILLIT TESTING & ENGINEERING COMPANY e ' M-P 6355 N.W.361h.St.,Ste.305.VIRGLVA GARDENS,FLORIDA 331% Association, Inc. I OLD 17-107 7/2/2020 DRAWN 87Y/2/2020 STATE(F Phone;(305)871-1530.Fax:(305)871-iS31 4268 Westroods Drive 2 —DRAWING No 0 _011:titteccoo'l.com West Palm Beach, FI_ 33407 3 -ODO6719 ��....O R IlC CA WALTER A.TILLIT Jn P.E. 4 20-164 1'1111111,Z/0NAc FIORIDA Lt.#44167 5 1111110111 SEAL/SIGNATURE/DATE 6 SHEET 7 OF 20 I SEE ENDCON ECTIONSEE NOTES ON LOCKING RODS(D,KV LOCKS©or OUT 90 I N r EXISTING GLASS INSTALLATIONS W/ (D HV **AND ALTERNATE HV LOCK®ON SHEET S. BLADE SLACK DErAIL HVF IS VAUD FOR ALL I BLADE W H V C E N T�GE R M AT E S CENTERMATES APPLICATION LWTH BLADEQ IUORG.R©+O7 °"®°flt0 +©� j) � (L OR SEE END WALL CONNECTION 10•QS oa©•03.&o oa EXISTING GLASS DETAILS ON SHEETS 10 & 18—'. I ------------------------- — -------------- ---------.I — 1 s v4� 7' 6 1/2• 2•x2•xt/e5to'-2 I ®`Qw 19+13 ofl 19• r —_—. ._ ----- -----7�- ------------- (6D63—TB ALLOY)AWM. i ._ .. APPOSING. __ �_. ___ __ ____- _ __ _ _ ANGLE W(2) t.C NPcoN 1/2• OR®+® ( SYMMETRYCAL ANaoRs o corcl,ETE CENTERMATES CENTERMATES i MIN. SEPARAT ON (rOP/eoTTOT e I r ,,-� �1Ox3 4•S.M.S.® 12• � � —�-- TO GLASS (4)810x1/2•S.M.S..0 TUBE i - WJ HV LOCK or 5 AT EACH ANGLE 1 i C..FULL LENGHT. 1 I — I ( �)1 ,�f � W/ HV LOCK Of SEE SCHEDULE 5 — * * 3 * ON SHEET 11) L— - - ----------- - - --- 4 = '- _--- 4 5 1 ex ©OR®ql©+OOfl®oR1O+OOfl i�../' __ O OR ® H`C HVA G/GJ HVB Q�®.©+O�®�10 • 04 POURED CONCRETE OR _ _ _ O_�_©+ EXISTING GLASS CONCRETE BLOCK WALL ©+0+©-(D+0+\J I. (1- 10• 5-1 3 oa 1 on REOUiRED EXISTING�O`®ofl Q.®oflO+07 OR " ------------ — — — _ _.EXISTING SYMMETRICAL * IN +0+0°"©+�+®°" MIN.SEPARATION +®°a>g+Q�19+@ �EXISTW O CENTERMATES I �__�! 0+®°A�+�OR& OR TO GLASS IC. —J GLASS * (SEE SCHEDULEOR �——— —— m' WJ�V LOCK 6 OPTIONAL : ON SHEET 11 MIN. SEPARATION'S © ® —,-_! (INTERIOR TO GLASS (SEE SCHEDULE .1 IN OPTIONAL ON SHEET 11) (INTERIOR) ! __ _—_—__—_—_—_ __—_—_—_ . —_—_—_ — -- —'— —\ OUT -- — L r _ • I '� 'ANCHORS _— —_—�C�`` * 5 *• O .VANES ..._� � 16.O.C. Ali I (3 vnRIE6 on f')•li O U T 6 1/V MAX.SLACK ` (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02020 TILTECO,INC. ©202200 EASTERN METAL SUPPLY. INC. 13 ERTH HI tl A TM \\CENAccordion Shutter System 0 E C O lim', , ® ® H.V. MADE#1 W/OR W/o H.V.WINDOW MADE s No.44 67 American Shuffer Systf m5 EY.N OESCRIPT ON DATE DRAWN BY: MP TILLIT TESTING & ENGINEERING COMPANY STATE F 2020 6355 N.W.36th.St,Stu.305.VIMNIA G4RDONS.FLORIDA 3316f A9soCiOtlOnx Inc. 1 OLD 17-107 T/2/2o2 DATE 7/2/2oz0 A Phone (305)871-1530.Fox:(305)871-1531 4268 Westroods Drive - z Z9p', F �l ll: utu-cuol.com West Palm Beach, FL 33407 3 DRAWING No T'•,, LORI F.'� 6—tro t CA-000671D WALTER A TILUT er.P.r + 20— 64 '�iA�As%ONLA1 ��rSEAL/SIGNATURE/DATE FLORIDA uo.a xA,67 6 SHEET OF 20 ALTERNATE INSTALLATION W HV "T" LOCK t30 HV MALE/FEMALE "T" LOCKS CENTERMATES �8 & LOCKERS at W/ In HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & IS INSTALLATION (1) HV BLADE ouT 9P s� IN 1�_ "`GLASS EIME(DSLACK DETAIL W.INDICATED ON SHEET B. WZ HD CENTERMATES �3�I B.G O O O ©a :N WELL AS UTHIS SHL T.MAYFLOATING BLADE®DETAIL HADTERN. oR 6• 7 Kw 6 a 1 D• INDICATED ON THIS SHEEP,Wtt BE USED WITH 7Hi5 ALTL7INAI I 10•®�©' I©.©" NSEAL A7roN DEraL Hvc SHOWN IN THIS sNEEr. CONNECTION— DETAILS ON SHEETS 10 & s 21YA1/85N'-x (fi9fiJ—T6 P110,)ALUM. I y�• '� /( ® 'Js i 35 ANGLE 1Y x)1/t•P TARCON �3 , p/p_ I (OPTIONAL AvcxDRs To CON 7)S&E -- ) (GPnoNny (TOP/BOETON)k. I L-----------------------------------------------` -- —————— ----- - —'- ---= -- '- --- N)B+oa/x•SLLS.TO NBE1 � �+�(`Of01/4•S.WS O 12• � AT FAa1 ANGLE.OYPI 'jr O.C.FULL LENGHf. * I "T" IN PINSN(TYP.) ,'1� -----( j IN PvisN(TrpJII // �'j�I Nw;oEPcwapA,pN 5 I/' LOCK (INSIDE) 1 _._�....,---Site•(_ .. _ _.._.7.3/''..__ + a?p (sEc salEwaE 1 I_. _ — — 5 (D. i OUT 31 ORC2) *I 31 OR 32 31 aRC31 L 35 31 oR©2 * 27 1/4" 0-20 x 1 1/2" S.S.M.S. J -00* ± (OPnom) SEE NOTE 6 FOR HV LCLTt 3�, O W/ 7/B"0 x 3/32" WINGNUT. (oPnoNAL)HDB-HVB oUT HDC-HVC Y LOCK,ON SHEET s. SYM,.METCAitiJil) C (tT�$MATS ®0 HV "T" LOCK (OUTSIDE)'" © SYMM�TtLIC9L HD CENTER __L N�* }N 0--J-OCK CEX_r�RIOR1 W1 �2GJ<—{IN BLOB) 1 SERIES 9444 ALUMNUN (2024-T3 ALLOY)LARGE FLANGE THIN ©w® O O O O a 6 7 a 8 a10• 3 SHEET NUISERL,PARE/0820, AS MANUFACTURED BY AYDEL CHERRY - 1O•®p^©• I©•®w TEX70RN,PARSLPPENY,NEW JERSEY ©'O•©a©'O'®a 07054 OR EQUAL (� —..---_— D SEE NOTES ON LOCIONG RODS®h RD®WOKS ON SHEET 5 FLGATING—0 IIET a 1mo-Nm Is VALID Mn ALL KZMai1HnF3 AP{VCA93Nfi WV 91A000 HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone u„1tt}11111.�t AA 02020 TILTECO,INC. ©202200 BERTHA META/Lp SUpP�PL`Y.INC. TM '\�CENS �'- �LE�COIIN�. ®�® ®w® Accordion Shutter System 'sue r--.—� HV. BLADE#1 w/OR W/O RV.WINDOW MADE No.441 7 American Shutter Systems TIL TESTING & ENGINEERING COMPANY CV. DESCRIPTION DATE DRAWN BY: M.P Zp Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 Qt pJ55 L.W.N JBIR SL,Ste.JO3.NRGINIA GARDENS.FLORIDA SJIp( i o'•, STATE ;•�` Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No -men:tiltecG®DGI.cGm West Palm Beach, FL 33407 3 '90 � .'� •� CA-0006719 FCOR4 20-164 ER A♦ WALT TILLIT Jr.P.E. 4 L/SIGNATURE/DATE FLORIDA LG.#44167 5 SHE 9 20 6 OF POURED CONCRETE _ POURED CONCRETE ,_POURED CONCRETE A �—POURED CONCRETE OR � OR CONCRETE 7----;-- -- ---- CONCRETE BLOCK WALL OR CONCRETE r - BLOCK WALL REQUIRED - --' i• - -.-- - OR CONCRETE �j %�• REQUIRED /' BLOCK WALL REQUIRED t �." % ; BLOCK WALL REQUIRED rEXISTING G1A59{ j EXISTING GLASS / `J`CONCRETE ANCHOR-� EXISTING GLASS /'' / r—-7 1 • . I --2°MIN�f. EXISTING GLASS ® 16 O.C. — _ 1 [ %••' i ,.,._ SEE MIN.SEPARATIONTO t•.1""'�'1"-i''' — ) 4"MIN. rr GLASS J ` RCN.SEPARATION SCHEDULE ON SHEETMIN.SEPARATION I w' ) i1 ,I AWN.SEPARATION I EQ �{--I EQ, TO GLASS(SEE 11 FOR MADE®ANO TO CLASS(SEE ! i I TO QASS SEE / / I SCHEDULE ON SHEET 1/16'x3'MAX.-- -, ON SHEET 19 FOR • '' - 11�F�OR BLADED D •1 1 / J SCHEDULE ON SHEET11 FOR BLADE OAND (6063-T6)CONT. -''• BLADES Q&Q� �- 1 11 FOR BLADE C)AND ON SHEET 19 FOR _ ON SHEEP 19 FOR ALUM. CLOSER 1/2° ELITHERES DE ', �- / BLADES m& >� ON SHEET 19 FUR m&Q� BtADLS m& PLATE (LOCATE 1/2' -� OF 5O) i AT EITHER SIDE IN. ` OF 'I I 14 USE 1.OR 2'MAX. T— _ AS APPUCADLE x t oxt 2'S.M.S_ #1Ox1/2'S.M.S. ( )z"xl/a°xO•-z' ® 16'O.C. ------ ® 16'O.C. I/' _-_-_ :` -- ALUMINUM CUP ANGLE ' r ® / - ! (1) #IO6 ALLOY)AT TO(DIGHT,.'�� � () �lOxl/2'S.M.S.TO®& ; ®-- ` //`r (2)1/4.0 TAPCONS ANCHORS TO r ...... SEE DETAIL X FOi3J • WALL AT 1°O.C. (LOCATE AT + 1(5 OR ®• SEE DETAL X FOR J OR • SIDE C00NN ON TECTI RACKS O OR ® _� EITHER SIDE OF®) SIDE CONNECTION -7®�� m®^'©•O7 a© t0•®m SEE DETAIL%FOR./ ®_ ) ©m®°•©'OO°'aO, 1p•®°A 6 r 7 u B. •®e+ TO TRACKS / -�wU, 7 a.g�pi' ® 10•®a®.®O1®.®m SIDE INE TO TRACKS 1 10•®a©.®'©•®"' END CONNECTION DETAIL 10 END CONNECTION DETAIL 20 END CONNECTION DETAI END CONNECTION DETAIL 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR EXISTING GLASS ,: CONCRETE BLOCK WALL EXISTING ' • REQUIRED GLASS a MIN.SEPARATION p0ia 1 S.MS: TO GLASS(SEE ® 16'U;C. MIN.SEPARATION D,/ —_—___— ,•' i SCHEDULE ON SHEEP ,•' (� ------ '©OR®OROOR _' ! 11 FOR BLADE(I)AND CONCRETE ' 1/2'•MIN. SCHEDULE ON SHEET ..T �_________ SHEET 19 FOR ANCHOR®- 11 FOR BLADE OAND - --- ) OROOROORO 12"O.C.,' / I ON SHEET 19 FOR AN ORL- / `. .Ep ) I ;--® BLADES m@ - ORO l' l O.C. _r ---- 1/2"MIN.----� .- ' � EO '2" MIN. 1 ` 2°MIN./ ♦ SEE LIMITATIONS OF USE FOR '/ 5 -� .- BLADE IA ON SHEET 19 OR'I O OR®OR'I®OR VIEW PAP © iQ OR L CRE RETAIL X UCRETE BLOCK WALL RED CONCRETE OR a,©.Oj o+9Oo•10.®a �� ©.pAp.®4 END INSTALLATION ' � L I D• 5 a RE IREO ©'�'©•®�' --©•O•©a©•O•®" �) HV BLADE OR 16 HV WINDOW BLADE INTO ®•®a��®�p ®a ®'®'�'�°�'®' CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q p•®a®•®m�•®a®•® O'er°"®'®°"�'� END CONNECTION DETAIL© ®® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 11�ut1Ulll fl 44 C2020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. 'S. BERTHA HVTM �.•' E SF'.� Accordion Shutter System No,44 67C,�-- =�� FTL E c ® 1 N c °� ® �° � H.v. MADE#1 W/OR W/o Kv.WINDOW IAADE �?tk �� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems rv.N DESCRIPTION DATE DRAWN BY: M.P o STATE F 6355 N.W.36th.SL.Ste.305,VIRGINIA GARDENS,FLORIDA 3316t ASSOC1Ofi0n, Inc. OLD 17-107 7/2/202 DATE: 7/2/2020 'Q•• Ph— (305)571-1530.Fax:(305)E171-1531 4268 Westroads Drive z 0008Coal.wm West Palm Beach, FL 33407 3 DRAWING No 20-164 ij(Cs'•...... C�LtT� WALTEA A 006TILL�i9r.P.E. 4 ,''*qA�+ioNIAI f� 0SEAL/SIGNATURE/DATE FLORIDA U..6 44167 5 SHEET 6 10 OF 20 5- ED-VIE-11 aCHE DAE_#2 SCHEDULE !l3 MAXIMUM SHUTTER SPAN* 1+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*1+" , (ft.). FOR INSTALLATIONS W/ OR "L-" ft. FOR INSTALLATION LEGEND CENTERMATES.® & ® or or ( ) R "L-" (ft.) INSTALLATIONS INSTALLATIONS W/ I J SYMMETRICA CONCRETE & I L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or or CFNTERh1ATES. � WOOD () HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. OR W NO LOCKING WALL A, B, C, D, E, M, N, 0, P. Q. L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES ®&®W/ ONE HV 'T' W/ NO LOCKING ROD®® / A.S.D. DESIGN PRESSURE RATING. LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,it) RODS MOUNTING F. K & L R. 5, &V. (VAUD FOR MOUNTING I7 BOTTOM SEE NOTES t 1'1 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR n SHEET 7) FLOOR/CEILING ©H. I. It, J WALL MOUNTINGS / / CONCRETE&WOOD INSTALLATIONS d CONCRETE&WOOD CONCRETE MOUNTING & M O T. U. W & X (TOP BOTTOM)OR FLOOR C(BDNC: A.S.D.�DES�GN A.S.D. 15 n S A51'o".'0�IGN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN 'L+°FROM SCHEDULE � G MOUNTING RATING & PAIRS BOOR/CEILING MOUNTING 1°•°•1•) FLOOR/cBurlc MouNflNc [p..r•) OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. (+OR-) I.OR-) (+OR-) _-rk2gRLALL_hn1JgNG_ DETERMINE MAXIMUM SPAN %-"FROM SCHEDULE. L+ (ft) L-(N) Cf MAXIMUM SHUTTER SPAN "L+"OR"L-"FOR 30 OR LESS I6'-0'_ 16'-0' 16'-0' _16'-0• 30 16'-0' 16'-0" _ _30 16'-0" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE — 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN L+"AND L-". 35_-- 14-10• 14-10" IS-2° 16'-0" -'3$-..--14=10` .-14'-10" - 35 - 15'-2" ___16'-10' 40 13'-10" 13'-10" 14'-2" 15'-2• 40 13'-10" 13'-10" __40 14'-2" 15•-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 13'-_7"_ 13'-4" _14'-3'_ -_ 45__ 13'-i' `73_1°— 45__ _-13'-4" _ -14_-3' 'I' HV CORNER CENTERMATE 93 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 12'-5" 2'-5" 12'-8" 13'-7" 90 72'-5" 12'-5' SD 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: _—_ ._ ___-- .. _..._-.._ ._._..--. SHALL BE AS INDICATED ON MANDATORY CONDITION ®2 55 11'-10' 11'-10" 12'-1" 12'-11 55 11'-10" ii'-10' _ FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE ..._._ ...__._-_ -...._.____.__..___._. ..__.. NOTE�5, SHEET 5. 60 11'-4 11'-4" 11-7 12'-4" 60 11'-4" 11'-4' 60 1O'-2' 10-11 RATING: __._.._." _.0,-10"_ _.-.- ..._._. ._. DETERMINE: 65 -- 10'-10' 10'-10" 111,1'- 11;-it'_ 65 10'-10" _10'-10' 65 9'-5" 10'-1' L1+= MAX. SPAN FOR WALL,MOUNTING INSTALLATIONS. 70 10 6" 10'-6 10 9 11-5 70 7D B'-9" 9 4" L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING �7$--__- 7p'-�•_. - 10'-i' _--75 - _ - 8•-9° -__ . tt EXCEPT THAT MAXIMUM SHUTTER SPAN'L+"OR INSTALLATIONS. -_... _ ___ _.__ _ . 9'-10" "L--"AND MAXIMUM AS.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-8' 9'-e' 9'-9" 10'-5' --85- 9'-6" 9'-6" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: SHALL BE LIMITED AS FOLLOWS:9'-3" 9'-3" DETERMINE: `""-- -"" "'- ---- --- 1- CONNECTIONS TO KEYSTONE MOUNTING 95 9 0" 8 9 9'-2" 9'-10 95 9 0__ B 9 ,- Li-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. ._ .__...._._. _ ... _..__._ .._ LIMITED TO +6472 s.f. AND 8'-0" SPAN, SEE 100 a 9' e 4 9'-0" 9'-7 100 a-9 a-4' p' Lz-= MAX. SPAN FOR FLOOR/CEILING MOUNTING -------•---- ----- MOUNTING MOON SHEET 7. -4" 4 INSTALLATIONS. 110 6'-4' 7'-7" 8'-7° 9'-2" 110 8'-4" 7'-7' FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE __._ 7- 3" Lt_-_ MINIMUM BERVEEN "L7+',Y2+". " -°AND 'L2-' ___.•,1,15 8'`2' T_3"_-8'-4` 8'-11' 1 15 __B•-2-__ SEPARATION TO GLASS SCHEDULE 120 8 0" 6 17 6' 2" 6•-9" 120 8'-0` (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ....... ._._. __..... __ —_ _ - 125 __.. 7-10° 6-8 __8'-0"_ _8'-_5" 12$ - 7'_1 p^ _6'-8"_ ALLOWABLE SPAN AND NEGATIVE A-S.D. DESIGN _130 7'-6" _6'-5' 7'-10' 8'-1' 130_ --7'-8' 6'-5° MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 -.7-7". ._6'-2"_ _7_-9 7_9.._ 135.._ _-7•-7,----a-2"-- WIND ZONE SPACING. _._140- 7'-5" -s'-77w_ .7'-7, 7.-_s-_ - 140 - -r-5 5'-11* ASTM E-1996 SEPARATION 145 T-3"__ § 9 __.7--5 '' 145 TO GLASS ..,.._1,50 .7'-2` 5'-7" T-a` T'0" 150._.. ._.7_Z.�. . 5•_7 .,.. --._-.._._. .._- _._._155—_T_o—__s-s•., 7'-2- 6-s• Iss T-D• ;_5" 1 THRU 3 _165 6'-10" 5'-1' .7,_0•_ -4"- 165... 6'-10" ...-_5-_7" -8,_9""---4--11•. 6'-11' -6-2" `170.__ _6 94'-11"- 175 6'-7' 4'-9° 6'-9" 6'-0" 175 6'-7" '4•-9" / 18 6'-6" 4'-6" 6'-8" 9'-10' 18 6'-6" \�I J H V BLADE _ 185 6,_5„ 4•_6" 6,_7• 5,_8" 185 6'-5" 4'-6" .y190 6-=4" -4--5"- -6'-6'__5-fi 190 _. _6__4. . . 4_5... ^195_--_6•-3• _ 4•_3— 8-_5• _._5.-5: _ _._...195_ 6'-3° _ 4.-3�-_ 4'-:i 6--I" 5'-3 - - -200 205 6'-r' 4'-1• 6'-3" 1" - 205- -6'-i' a=i=` FLORIDA BUILDING CODE Non High Velocity Hurricane Zone `aV1 IJ I I TMfrrA 02020 TILTECO.INC. ©2020 EASTERN METAL SUPPLY, INC. ,,,,1,,1���Q �iQ/T%,,, BERTHA H VI TM s`PI Ns' ;9 Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V.WINDOW MAX No.4 4 American Shutter Systems*; TILLIT TESTING & ENGINEERING COMPANY y EV.Nv DESCRIPTION OATS DRAWN BY:MLCM.LG. � � w•Lv 6355 N.W.307h.St..IS(,.30.MRO"GARDENS,RARIOA JJ16 A990C(OtlOn, Inc. 7 OLD 17-107 7/2/2112 DAZE 7/2/2020 -,a STAI`OF ` Phone:(305)871-1530.FRa:(305)871-1531 4268 Westroads Drive z DRAWING No 9 . fig a—mall:(dteco6col.com West Palm Beach; FL 33407 3 0. ��0 IDPP .• �c. CA-0006719 A 4 20-1 64 /,,�(SST '•... .,..• `' \ WALTER TILUT Jr.P.E. ���iqs/ON J�.EE L/SIGNATURE/DATE F ORIDA.UR.y 44167 5 SHEET 6 11 OF 20 MAXIMUM ANCHOR* SPACING (in) SCHEDULE FORA GM MAX. SHL TTYR SPAN A.S.D. DESIGN NEGATIVE PRESSURE RA31N AND A COR ING TYPE FOR CONCR OR ONGR ANCHORS SPACING LEGEND POURED CONCRETE SEE MOUNTINGS&B.C.D AND I ON SHEET 6 POURED CONCRETE/CONCRETE BIM TAPCON OR MAAMUp (6)WALL HEAD MOUNTING A WALL.HEADER MOUNTING WALL HEADER MOUNTING 0 WALL SILL OUNRNG D WALL SILL 0UNTINO (J&(_,WALL HEADER/SILL TAPCON WITH ADVANCED SPAN W/ W/Q ® W/ W/ MOUNTING THREAD TECHNOLOGY (R) ASA rOESCN NETATNE PRESSURE MRNC(Pa!,A.S.D.061GN 1hTJINE PRESSURE M11NG_ A.S.D.DESIGN NFfdiNE PRESSURE PANIC(pal A5.0.OESTGI-NEWiNE PNF591BE PA9NG 1,A5.0.OE9CN NFT.4IME P10.35URE,RIITWC(pal AS.D.DEM NIWK POMR AARNG ALL POINTS SOLID-SET 3D I b�60 75 80 120 160 205 3'-a 401 60 751 90 f20 16D 205 30 40 60 75 90 120 180 205 30 40 fi0 75 90 120J 760 205 30 40 60 75 90 120i1 b0 205 JO 401 60 75 90 120 160 205 BLUE TAP 14 12 f0 9 e 6 e 6 14 12 10 9 B B 6 6 14 12 10 9 B e 6 6 14 12 10' 9 e 8 8 - 14 12 10 9 B 8 8 SS e e B 8 8 8 7 55 3'-0" 14 12 10 _9 8_11_R 6 6 14 12 10 8_ B 8 6 _8 14 12_10 8_-B_ 8 _6 6 14 12 70 9 B 8 B 6 14 12 10 B e --8 _0 _"8 -B 8 B B B B _B -8 TAPPER} OR LESS 14 12 70 9 e e 6 9 14 12 1D 9 B 8 8 B 14 12 10 8 -B 8 B 8 14 12 10 B B B e 3-14 12 f0 9 B B 0 6 8 8 B B 0 8 e 65 14 12 10 9 8 8 e 6 14 12 10 9 8 B 6 8 14 12 10 9 8 8 6 B 14 12 10 B B e fi - 14 12 f0 B B B 6 6 8 B B B B 8 B 7 14 12 10 9 8 8 e 4 14 I2 f0 9 H 8 6 6 14 12 10 9 e B 8 B 14 12 1D 9 B 7 - 14 12 10 9 8 7 5.5 - 0 0 8 8 __8_ 7 __.__..__, _._-_.__.._.__..______- ._8_ .._...__._--_..__.-__.._-.._-._..-..__-_-.__.__._..._-...___...___ 4'-0" 14 12 f0 B B B 8 4 14 12 tD 9 6 B 6 8 14 12 10 9 8 8 6 6 14 12 10 9 B 8 55 - 14 12 10 B B e 8 8 B e e 8 _9 B 8 _B _....__2 ._____.__..__.__.�.-._.._.__.__� .____..._.-_.__...._ .._..._...._ ._.._.__._.�_.._._._ ___.._...._ 14 12 10 9 B 8 AS - 14 12 10 B 8 6 8 4 14 72 10 9 B 9 6 B 14 12 10 B --6"8_ - - 14 12 ,( B- 8 B 8 _ 8 8 8� 8 14 12 10 9 8 e 8 4 14 12 f0 9 e 5 6 6 14 12 10 9 8 8 6 8 14" 12 10 B 5 8 - 14 12 10 B 8 8 6 = B B 8 B e 8 7 5.5 14 12 10 B B e 4.5 - 14 12 10 B 8 B 8_ J.5 14 _12 l0 9 B_ B _6 6 14 12 10 9 7S - - - 14 12 10 _B 75__5.5 - - 8 8 B B 7.5 5.5 4 J 5'-0' 14 12 10 IrL-.B a B as= 14 12 to s"s a- 6 J.5 14 72 1`o a B_a s`_8 14-i2 to a -_e__7- -___- i4 72 io_B' "e _s_s-}`, '__e'e`I-s -8 I3"-e--B--e_ * SEE ANCHOR 1{ 72 10 B 8 B 4 __ 14 12 ,0 9_ 0 8 4.5_-_74 12 10 9 8__e' 8 5 14 12 10 B B_ J_ 14. 12 _1U__9 t!" 7 - I_- B _e t-B ,8_ 8�_7 8 4 SPECIFICATIONS -� - 14 -12 1O 8 B B-6 3.5 14 12 10 B "8 8 6 8 14 12 10 9 8 - _ - 14 12 10 9 8 7S =I �8 8'-9 B 8 7S 5.5 1 ON SHEET 13 14 12 10 B 8 SS 3 - 14 12 10 B B B 45 14 12 10 9 B B fi 6 14 12 9.5 7.5 4 - - 14 12 9.5 7.5 65 3S - - 8 8 0 7S 6.5 4.5 J.6 - _._.-_-_ ..___ __�_..__.__._. ___ __.__.._- _.___.._.-_-._.- __-_._.._.___...__..._.__ ... _..__.__. 6'-0" 4 12 10 9 8 55 - - 14 12 10 B B B 45' - 14 12 10 9 8 8 8 6 14 12 10 B 8 4 - - 14 12 10 9 B e 4 0 8 0" 0 5 0 B 7S 14 72 10 9 8 3 - - 74 12 10 9 _0_ B 12 f0 -9_ 6- 6 55 J.5 14 12 10 B 4S - - 14 12 10 9" 7.5 4 - B B 8 8' 7.5"6.5 4 J 14 ,2 t0 B B 5 - - 14 12 f0 e 8 8 4 14 12 10 B 8 8 6 S3 I4 12 f0 9 5 -1 14 12 10 9 0 14 12 10 B 8 4 - - 14 12 10 9 0 fi3 3 - 74 /2 70 9 8 8 8 - 14 12 8 r4!j - - - - 14 12 B J6.5 5.5 - - - 8 B 8 6.S S.S _ y. 14 12 10 9 8 4 8 _ __- ___ _ _ _ - __ _ _ 1 _ _ _ _-_7'-0 - -_- _ _ 14 12 f0 9- 6 65 J __ 14 12 10 9 8 8 8 _ 14 12 10 8 _- 14 18 - 8 B I 8 8B _14 12 10 B 4.5 - - - IF 12 f0' B B 4 - 14 1Y 10 9 8' 7 4- - 14 12 10S - _ - 14 12 10' 9 85 - _8 _B(I' S 35 - 14 12 10' B 7.5 9.5= = 14 12 10 fa 8 8 - - ,4 12 10 9- B B 6 - 14 12 iD - =I- - 14 12 10 8.5 7 B 8 0 -B'�7 s_-4 -- 14 12 10 9 SS 3 - - 14 12 10 B B 4.5 - - 14 12 10 9 8 8 -_ - 14 11 7 - - - 14 11 7 5.5 3S - - - 8 B 7 5.3 4.5 35 - 8'-0 14 12 10 -e_s's= - - 14 12 10 B e 45 _I 14 _12 f0 -e=-0 -B _ _ 14 12 10 7 4__ = 14 12 10 9e -e B 8 B 7.5'7 4" *SEE LIMITATIONS OF USE FOR 14 12 10 _-_ _ B B�SS_ - 14 12 85 3_ -I - 14 1265 7 4' - - 8 _e B 7 8.5 4- 3 14 12 f0 B B - - = 14 12 -;0 9'-"8' 4 f 14 12 i 10 9 8 8 - = 14 12 9.5 - - _ - = 14 12 9S 7.5 45 = B B -8 7.5 6� - BLADE 1A ON SHEET 19 14 12 10 65 4.5 - - 74 12 JJPO 9 7.fi - - 14 12 10 9 8 - - - 13 9.5 4 - - 13 9.5 6.5 5 - I- B 8 0.5 5 4 a 9,-0. 14 12 10 6S 4 - - 14 12 09 7.5 - - 14 12 10 9 8-�=- 2 12 10 5 - - - _ 14 12 10 9 6.5 _ - - B 8 8 B 8 65 6 3 14 12 8.5 4 - _,-_ - 14 12 9 46 - - - 14 12 10 B 7.5 - - - 1411.54.5_- _ 14-11.S 7.5 6 - "B __e"_7.5-e -S -4-- 14 12 10 e 4 L I- - 14 12 10 9 7 - - - 14 12 10 B B - - - 14 12 5 - - - - "14 12 B' 6.5 -- -B B- 8 8.5 6.8 4 -- 14 12 0.5 5 JS - - - 1{ 12 f0 B SS - - - 1.4 12 10 B -B - - f.6 8.5 - - - - 5.5 14 12 B.S 8 3S - 14 12 10 B ASS - - 14 12 10 9 B 14 12"7 - 114 12 10 7S -5 - - _ E _B 8 B B 7S_4.5_- 14 12 5.5 J 14 12 f0 6 1 J - 14 _I _f0 8 6 I _ 14 105--3 14 f0.5 7 35 - - - B_ 8 7 5.S 45 J.S - 14 12 9 4S 3 - 1- - 14 12 10 B S - - - 7{ 12 10 I-9- 8 -I-�- 14 11 - C- - 14 11 7.5 - - -- -8 8 7.5 6--5 j�l% 12 7 - - - - 14'12 f0 1- - - - - 74 12 110 - - - OS B - -!-�- - OSI e: 5 - - - I- 8 8_ �___--_._ _- 1L 14 12 7 - - -`_- - I4 12 ID(._. - - 14 12 10 r= - 1i 12 5 _ _ - 14 12 110 - I- -8 8 0 B B 7"3.5"- _._- 14 12 4 - - - I4 12 10 - _-_ 14 12 10 I- - - 3.S 9.5 - - -YS BS 8 - - Fl B 6 5 4 3 = _ 14 12 BS - - - - 14 12 10 - - - - - 14 12 "10 - - - - 3,5 f0 - - - - - 1410 7 - - IB B 7 5.54.5 - 14 12 SS _ - - - 14 12 10 - - - - - 14 i2 10 - - 9.6 7 - - - - - 9.5 7 3S - - - - - B 7 4S 3.S y - - _ __.._ 11 _ _ 14 I12 It - - - - - 14112 10 - 14 12 10 - - - - - 14 ,2 4 =_ 14 12 10 - - . 8 -e 8 0 _-B fi 3- _ 12'-0.14_L72 14'12 8 _-_ 14 12110 - - 11.5 8.5 - _ ,1S BS 4 - - 6 8 SS 45_4 - - L ._. 14 I2 5 - - 14 12 f0 72 110 - - - 12.5 95 - IJ5 95 4S - - 8 -e B 5 4 - 14 -� _ = _- - - ;, ;z = ;4 z - _ _ ;2`_ !_I-=__. 14 B5( -1- - 5_ 65 45 35i_3 - (1� HV BLADE OR C1� HV BLADE to 1D _._...id 12 _ _ 1a 12�' r iR.`5 s`s-= 1= - - PO.s�5 = e.e- a a..+sb 4s ;a,-2= - - =14 ;2= - _ =_i=. ,; 12 - _ _ - _ =11,5 - _ -- _;,SBS =1= - - a a 55 :.6r- -t = Wfa1A� HV WINDOW BLADE 14 12 ==== _ = _44 ;z=- _ _ _ _-=;4 ;z-= = _ == =";4 _- _ = _ =_ =_ 1 1z =- _-= (__'_- ;5 a = = WORKING IN UNISON ,4�-D•--_ - -___- ___--- - --_ - _ - - ----- - -- _ _ - 14 7 - - - - - -_-14 12 - - - - 14 12 - - - - - - 10 4 - - - - 10 7.5 - - - - 8 75 - 14 115 - - - - - - 14 12 - - - - - - 14 12 =- - - 10.5 4 - -- - I0.5 8 - -- - 4 - 14 14 - - 7.5 - - - 7.5155f SS J - - - -_ 75�_O" 14 - - - 7g14 - - -14.. 14 ., .. - - B B rr.e 7 - 14 - 14 14 g -1 I I.. ,4 14 - - - --_ - 14 = - - - 10 __ _ _ _ t_ _ .10 14 _ 14 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _._____.____�. _ - _ _ - - _ _ _7 S.SrEl 14 14 = _j }' =_ is= __-= -- '=1= �B=- - _ _ - - _'fie _ _ _ _ 2-7.5_ _ _ -•-L--_ - _ - - ___ e;es �.5FLORIDA BUILDING CODE(Non Hi9t1 Velocity Hurricane Zone'Iq _ _(_ _ _ 74 _ _ _ _1- 9.5 - - 1- -.8:5I -- 8 7 - -- \i11�111)1111T� ( 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY,INC. ,,•���,�4 pM fT /T���,,, BERTHA HVTM EN,( �P�� ��, ®�® � Accordion Shutter System ILa EC� T��. No.441 I' H.V. BLADE#1 W/OR W/0 H.V.WNDDN BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N. DESCRIPTION DATE DRAWN BY: M.P o'• STATE 333 6=N.W.35 h.St.SN.305.MRGIMA WROFAS.FLORMA 331V Association, Inc. I OLD 17-107 /2/2D2 DATE: 7/2/2020 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 ''9�,1�' F�ORI '•�'`� "- 0:Utt..o .01.. West Palm Beach, FL 33407 3 DRAWING No C� CA-0006719 q C �ii,7(CSS••......�.`f�1`�i WALTER A.TILLIT Jr.P.E. 4 20-�64 �ap77jONA-. ,E SEAL/SIGNATURE/DATE FLORIDA U..Q 44167 3 SHE OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE! FOR A GIVEN MAX. SHUTTER SM. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MQUNITNG TYPE FOR CONCRErF OR CONCRErF BLOCK INSFAI�AMM (SEE MOUNTINGS E.G.&H ON SHEETS 6&71 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED tX1lIff LwC0MxwE mm CONCRETE WIER+ A) TO EXISTING POURED CONCRETE:(Min.Vc-3 kei) MAXIMUM QE WALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Min.Vc-3 ksi) SPAN ACING LEGEND - /4'0 x 3/4•ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min,I'.-3 ksi) 00 kSA DESIGN NEDITNE PRESSURE PALING IE,1 S.D. _ - _ SD.DESX.YI NEOVNE PRESSURE RAEDIG ) - /4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED ITY FLORIDA FASTENERS DIRECT,INC.(Min.f c-2 kei) 30 40 F60 75 9D 1201,60 20 fED 205 30 40 6 75 90 120 iB0 205 30 40 BO 75 BO 12D 160 OSTAPCON OR - /4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. Min.Vc-3 ksi t4 12 o 4-14- 8 B e Ss ,4 12 to B e 8 6 8 la ,2 to s e 8 6 s ECHNOLOGY ( ) 4 12 10 4- 8 B 6 e 14 12 1D 9 B B 6 6 14 12 10 9 9 9 6 NOTES: OR LESS 14 12 10 9 B 8 8_ 6 14 1$ 10 8 _B 8 8 8 14 72 10 B 8 (i •6 .512 10 B a 5 e 7 14 12 10 9 B e 6-e 14� 12 10 9 B 8 6 8 W/CAP 0.1)MINIMUM EMBEDMENT INA7 POURED CONCRETE OF TAPCON OR TAPCON WffH ADVANCED 7HREADFORM TECFBIOLOGY ANCHORS AND TAPPER+ 14 12 10 9 e 7 5.5 J.5 I4 12 f0 9 BHai- 112t090 e 6 5R+ ANCHORS IS 1 3/4%AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4•-0' 14- 12 10 a e-8 e- 6 14 72 f0 9 B e 14 12 i0_B_ _B 6 5.5 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE NO EMBEDMENT 14 12 t0 e e 8 6 4 14 12 Ia 8 e 6S 14 -i2 10 9 8-_ 6 4_JS INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD stucco EXIST,AND 14 12 10 9 B 8 6 4.5 14 12 10 9 8 6 14 12 10 9 8 B B 45 1'MINIMUM FOR WALLS WITH NO STUCCO. 14_12 10 9 75 S.5 35 - 14 12 10 9 B B 6 5 14 12 10 9_ B 7 5.5 4 •SFE Uu nToNe OF USE-R 14 12 10 9 e B 6 6 14 12 10 _9 B. 8 6 6.5 _74 12 10 9 B _8 6. 4S BLADE 8i ON SHEET 19 5'-0' - _ _ A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 a B 7 4 14 12 10 0 e 65 9 s.9 ji-4 i2_i0 a e5 S 3.5 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAD WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 O 9 1i 7b s.5- 14 12 f0 9 8 B e 4b 2 10 e 8 e a,5 3.75 NOTES AI)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 IS 75 6S 4.5 - - 14 12 10 9 8 7,5 55 4 2 10 B e 6 4.5 J.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 8 0 B_ - 14 12 10 B 8 B. e 5 2 10 9 e 6.5 5 3.5 6'-0'.- 14 12 10 B 75 5.5' 3 - 14 12 10'8.5 7 6.5 4 3 2 a B.5 SS4 J _ (B) TO EXISTING CONCRETE BLOCK:(ASM C-90) " `"- - -- -- --'--"'-' - '`" - 1 4 0 TAPCON OR TAPCON WITH ADVANCED THREIDFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY L7.W.BUILDDI. 1412 t0 9 B B - 74 12 70 9 8 8,5 5 3.75 2 10 B.5 8 5'4 /'2 8 &5 55 3 - 14 12 10 11 8 8.5 4.5 JS 2 10 B 7 5 3.5 3 - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS•AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY, _14 12 t0 9 B e _ 14 12 10 8 8 7 5 4 2 70 8 7,55'.5 4 3 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 7�-O. 14 12 io 9 9A 4 = - 14 12 9 7.5 fi 4,5 35 - 05 7 5.5 4S 3S - - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY -'- "' "' 7 . OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 B5 7 4 - 14 12 0-75 8.5 4 2 9 7 7.5 4.., IN 14 $177. 65 4.fi - - - 14 12 10 9 7.' 5,5 4 - 14 12 9 7 6 4.5 3 - NOTES• 14 B B14 12 0 e 6 6 4 - 14 12 10 a 65`6 3.58.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 7S.514 1I 8 65 55 4 3 - 2S BS 6 S_ - _14 1 7S 8 - 14 12 9S 8 8.5 5 - 14 12 B e 6.S 4 �_ _ VAIN ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 1J 0.5 6S 5 3S - -__- 14 12rl a 8.5 S - I4 12 B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4•Nl POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 12 10 9 8 - - =1{ 12 97.64.5 - - 1412 8.5 7 5,5 49'-0' F . _ ____.__. 1 __ _5 - _ EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S, MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 f1S 7.S B 4 - 14 11SS 8_3.5 - 11 a 5,5 C5 3.5 = EXIST,'AND 1•MINIMUM FOR WALLS WITH NO STUCCO. 14 12 B14 12 7 53 4 - j 4 110.5 7 3.5 6 4.5 11.5 8.5 55 4 - 14 12 e 7 e 45 - - 14 t 11 7 5.5 45 4 _= 8.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 l0 9 75 14 12 iD 8 6.5 3 - 14 c 12_ a .6 5_ 4, - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES:ANCHORAGE SHALL BE AS INDICATED ON 14 10S 7 5 3.5 = _-__- 13 9S 6.s 5 �- 3 -__ 10 17-5_5 _4 _] - _ NOTES 8.1) &B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 if 7.S 5.5 - - i4 115 e 6 5 4 - i2'5rs.5 6 6 4 4 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 10,5 8 5 - - - 14 12 8 6S 5.5 4 - 13 70 6S 5 4 3 _- 14 12 10 - - - - - 14 12 9_ 7 9 4b - - to 1055 7 6.5 Y5 3.5 -_ - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 11•-0'- - -- - ._ - 12 B _6_4S 4 3_ A. - - 14 10 7 - -- •_ - 1144 10.5 7 5.5 4.5- - - 1.6 B.5 55 4.5 3.75= i= (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 4.5[4 - 12•-0' to 12 70 - - - - '- 1a t2 5 ss 5S - t3 tD "es 5_4_ - -I- EDGE DISTANCE VER$�1�Sp9GJNy.S.CyEpULE FOR ANCHORS:_ .__ -_ _ rf_ 1.5 B5 4.5 - - - -_ 71 8 55 4 3S -_ - 8 B 4 3 _._.___ _ -. MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 19 BS 6 -- - - _ - 1!9.5 6.5 5. 4 - - - 0.5 5 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. BI01 7 SS 4S _- -__- 11 _8.5_5b 4.fi 3_.5 - - - REDUCED SPACING OBTNNED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 12� - .-....__. .___. -___,_ - -1- 14 115 7.9 6 8 13'-0' --'-' - _..-----•--'---- -_ - FACTOR .0.5 8 -�if 3 b.5 4 -3 - - - - ACTUAL. a's es= _- - - 12 9 e is 4 = _= 9-5 7 s 4 _ - _-= EppE TApppN TAPCON WITH ADVANCEDALL p01M SOLID SET BLUE TAP W CAP TAPPER + _ 1 V BLADE OR THREADFORM TECHNOLOGY / 9.5 _6.5 5 - - - - 10.9 7.5 5 a - - - - DISTANCE MIN.SPACING 14 10.5 7 5.5 - - = 11 8.5 5.5 �,5_ ___- E.D. MIN.SPACING-3- MIN.SPACING-3' MIN.SPACING-3 1/2' MIN.SPACING-3' 3 3/4' 4- POURED 9-7 {.$ SS - _ - - 7 8 3.6 3 - _ _ DE POURED CONCRETE B OCK& pot t E tXWa&iE B'0(M PCRECONCRETE BLO K& CONC CONCRETE BUCK& 10 7,5 NE - 11.5 8 - - - - - - 11 8 5.5 4.5 - - - - 9 BS {.6 - - - _ - WINDOW D M 3• MN ED•3 1/2' MN.ED.•2 1/2' C LL MMiR EEp, E WN.EEOL DONCRE-20.1/1 - - - - - 9.5 7 4.5 - - - - 090 _ 10_ ,5 s55 ---' _-=iob-5 s - _ - BLADE WORKIONG0.84_ 1.0 15•-O''---'--'------------ _ ----- -- - ---- ------ --- ---- y Bs 5 F�-3�/ 2" __._ _____ - O.B1 .__ _ _1.0 -__..__._ - _ -0,67 1.0 M D•31 M EO.31.0 0.781.0_ IN UNISON ♦10.58 ='8.9 6 4 2 0.71 _ 0.51_,7_ _ _ _ _ _ _ - 1.5 B.5 5.5 - - - 9 65 46 __ 3/4 _ ___- ___. U-- . .___ ..- . 105 _ _16'-0' g - _ 4 - - - e 4S 3 _.. _ 091 95= _ _ _ - =9-s i 5 = - - _ = e a 4 --i ,- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �Noff I,ITl1 ildo"' 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM sF' A Accordion Shutter System No,44 67 E C ® i N C, ° ® M H,V. RADE#1 W/OR W/O H.V.WiNDON BLADE _•*: '>� �rLp TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: M.P o' STATE F =� 6365 N.W.J61h.SL,Sto.=.NRGMIA OMENS.T DWOA 33141 Association, Inc. 1 OLD 17-107 12 202 DATE: 7/2/2020 Phone:(305)871-15J0,Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No 9c'• °GIRT P '•�V;� West Palm Beach, FL 33407 s r� �•''•..... .•'' \ CA-0006719 4 20-164 ,S,8/0NA �i���s`FAL/SIGNATURE/DATE W�RDA Ue ALTER A. p 4416E s SHEET 6 13 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX SHI IFIER SPAN (SEE M-0 I,J.K&L ON SHEET 7) I WAU(DVER& 11 TRENNUH PouRm caNCRErE stnClt ANCHORS SPACING LEGEND uA70WM MOUNTING QRAINGUARD MO (8)WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING TAPCON OR SPAN ... _.,_ _ _. _ .___ _ _ _ (H) DESIGN 1&rANE PR NSUTE Bpi l (yef A ,_ PRESSURE RABNS(p,f ASS.BEM WATME PRESii/i RATING ASD.061GN RM67W P1i65URE NANO(p TAPCON WITH ADVANCED JD 1 ao so fii "sD izo 1B0 za5 Jo ao 8 JS I90 tzo iso zos 36 ao so 75-sD t26 1-661 2u"36 aD(eo is so(1solteo 205 HREADFaRM TECHNOLO 14 12 10 9 B e 6 6 12 12 12 12 12 1.5 B,5 6.5 7 7 7 7 '!_ 7 7 5.5 5 5 S 5 5 5 5 5 ALL POINTS SOLID-SET 3^-0" 14 12 10 B"B "5� 8_ 6 12 12 12 12 12 12 9.5 7 7 7 _7 7 7 7 7 7 5 "5_ 5 5 5 5 5_ 5_ :R LE55 14 12 10 9 B B 6 6 12 12 12 12 "US 6 e 4.3 7 7- 7 7 7 7 7 5S "9 5 9 5 5 5 b 5 BLUE TAP �_.__ _ 14 12 10 B 8 B 6 6 12 12 12 12 12 10 7.5 6 7 7" 7 7 7 7 7 7 5 5 5 5" 5 5 9 6 TAPPER} 14 '12 10 B B 8 6 72 12 12 12 I1.5 B.S 8.5 5 7 7 7 7 7 7 .fi 4 5 5 5 S 5 5 9 4 __..JA-1- _..._.-_ _._._.__.._.__.._.____ ._._.._.. ___IR7 ___._...-______10BB6 6 e 12 12 12 12 12 B.5 7 5.5 7 7 7 7 7 7 7 5 5 9 5 5-"5--5 --5 14 12 10 B B B 6 6 12 12 12 9S 8 6 4S J.5 7 7 7 7 T 7 6S 5 -5 5 5 6 S 5" 5 -5 14 12 10 8 8 8 6 a 12 12:2 12 10 7.5 5.5 4 7 7 7 7 7 '7 7 SS 5 5 5 5^ 5 e 5- 5 J41 10 B B B 8 B 12 12 12 1.1 9 7 S4 7 7 7 7 7 S.5 4 3 5 5 5 5 5 5 4 J.__-._..._.,..__..-_.__ 5'-0" 10 B 8 8 6 B 12 12 12 12 10 7.5 7 7� 55 5 5"� 5 5 5 5 16 9 _8. 8 6 6 12 12 9S 7S B 4.5 35 7_ 7" 7" 7" 7 7_ 5 S5 6 5 5 5 5 5 5" 4 70 B B 8 '8 8 12 12 12 9.S B 6 45 "7 7 7 7" 7 7 5.5 4 5 5 5 S 5 6 5 a * SEE ANCHOR 108_ 88 12 12 1S 9 7S Sb 4 J 7 7 7__7 7 1.5 35 5 5 6 5 5 {5 as - SPECIFlCATIONS f0 f7 5 B_ 6 6 12 12 1R 10 8 8 45 35 7 7 7 7 7 7 7 75 5 5 5 5 5 5 66-0" 10 0 B i3 6 6 12 12 B 8 5'"4 J 7 7 7 7 7 S.3 4 5 5 5 b 6 b 13ON SHEET 13 10 B B 8 6 8 12 12 10 a 0.5 S .75 7 7 7 7 7 8 4.5 - fi 5 5 5 5 5 4.5 - 10 9 B B B 8 12 12 10 B e45 3.5 7 7 7 6S 6S 4 _-_ - S _5 3 S 3 _4 10 9 8 5 -66 12 12 12 8.5 7� 5 4 _� 7 7 7 7 7 7 7 6 9 6_ 5_ 5 5 "5 5 5__2 10 9 B 8 fi b 12 10 BS- 5 4.5 3 - 7 7" j`7 fi.6 5 J 5 5" 5 5 5 5" it is 10 9 5 B 8 6 12 12 &5 7 5.5 I- =7 7 7 -7-7 -s s' s 5 s's`5"4'= Q VALID ONLY FOR UP TO +7U, -75 14 12 10 9 B B _B _ 12 12 11 7 s.5 4 J - 7 7 7 5.5 4.5 3 - - 5 9 s 9 as 3S PSF A.S.D DESIGN PRESSURE 14 14 70'9""e B B 12 12 1 s 7A 6_ab 3.5 _- 7 7 7 7 7 7 7 4 5 5_ 5 S_ 5 5 5 s RATING & FOR SPANS PER 14 12 10 9- 6 B B - 12 9 8 4S 4 3 - 7 7 7 7 5.5 4 - 5 5 3 5 S 4 3 SCHEDULE 3, SHEET 11 14 12 70 9 e B� 6' - 1Y 11 7S 8 5 .75 7 7 7 7.5 6 4S - 5 5 5 5 5 14 12 10 9 6 B - - 12 1.9 7S 1 5 1.5 - - 7 7 6.9 5 4 - - - 5 5 5_ 5 4 J - __ 9r_0" 14 12 10 9 B B - - 12 12 9.9 6.9 S.9 4 J� - 7 7- 7�-7 7 -7 6 .5_..5 14 12 10 9 B B - 0.5 0 b 4 Jb - - - 7_ 7 7 e 5 3.5_ - - 5 5 S 9 9 4 3 14"12 10`"8--8 B 12 10 8.5 5 4.S - !_-" 7 7 78.55.5 - - 5 "5 5 `5 94-`--� ,4 12 10 9 e B - - 12 OS 7 5.5 4b 3.5 _-_ - 7 7 5.5 4S JS - - 5 5 5 _- 1411:85 e_ 5 3.5 - - 7 7 7 7 7 7 4b - 5 5 5 5 5 5 5 4.5 14 12!10 8 e_ B _ __.9.9 7_4S_3.5,_3. - - - 7 7 7 5.5 4S -" - -" 5 �s 5 5 4.b'3.5 12 9 e 5 "4 _.._-. 7. 7__7_8.5_..__ 5 15 S 4.5 5 14 12 10 9 B e - 12 95 6 5 4 J '7 12 [51- 4 3 5 5 1 5 4 J5 _ 14 1210 9 B B� - - 12 ill 7 5.5 4.5 JS 7 7 7 7 7 7 J5 5 5 5 S 5 5 `5 4 11'-0"ITIF --- _ fI 14 ,2 10 9 I B -!! - - BS B 5 4 b.5 3 - 7 7 6 5 4 - - 8_ -5 I.5 5- : J BLADE ONLY 12 10 9 1 B B - - 11 8 9.6 4" 7 7 7 55 4S - 5 5 5 14 12 f0 9 B - - - 16 Bb 5.5 4.8 3.3 - 7 7 49 J5 S S 4b 35 J_...___.__... _..- _._._._.. 1 14_12 10 9 B - - - 12 9.5 85 5 4 J - 7 7_ 7 7 7 6 J_`- 5 5 55 5 "5"�4.S_35_ __ ___-___. L 14_Ti 10 9 B - - B fi 4 7 - - - 7 7 5.5 4S JS - - - "5 5 9 4.5 _"4 `J - - __.__.._ ____ __..____ .___ �_._.__ .. ._ 14 12 10 9 B _ _ _ 10 7.S S _q_.._. _-..__ 7-1 7_..e g - _ _ _ y .S ..5 S 4 -.._._._ - _. r_ I_ �_...7 r SS 4.5 - S "5 5 4.5 14 12 10 B B - OS B k4. { 35 7 45 1 __ 5_ 5 45 J14 12 10" 9 B - 1.5 B.fi37 7 45 - - -5_ 5 S5 _613'_0^_14 12 10 9 9 - 7�3.5 5 J j 7 5 4 3 - - - 5 5 5 4 3 - - - 14 12 10 B B - - 9 7 5 75 - '4` - - - 14'-O'l14 12 10 9 _ - - - 10 7S i 5 4 3 - I- --_ 7 8 4 3 - - - - 5 5 4 3 - - - - 14 12 10 9 - - - - 10.5 7 7 7 7 7 4_ - 9 "5--5 S S_ 5 4 7� 14 12 10 6,5 5 3 - - - - - 7 7 - _....___ ...__ _._.._-..__....... _ _ _ ...... 14 12 10 9 - - - - 8.5 6S 4 7 7 5 4 5 5 1 5 4 14 12 10 - - - - - 9 7 4.5 3.5 3 - - - 7 5,9 J.S - - - - - 5 5 3.5 3 - - - - .__�_ _ ___.I 14 12 10 - -_ - - .- 107,5 5 15'-0"14 12 10 _ _ _ _ _ 8 4S J _.t 14 12 10 - - - - - 6-64 - -- -- -j 7-5_- - - 5 5 I5 4 - - 14 12.10 - - - _ - Bb 6,5 4 3.b - - - - 7 5.5 3.5 - - - - - 5 5 J.5 - - - - 14` 15 10= eS "7 4.5 35 3 _- 7��7 7S_ S 6 "5 �4.5 J.5 - 16 0 1♦'12 10 - _ 8 4.5 3 - - - 7"i).5 4 I - 3 S 4 ]S _-_ - I 14 I: 10 - - - 5.5 .75 - - - - - 7 7 45 - - 1- - - 5 5 4.5 - - - - FLORIDA BUILDING CODE Non High Velocity Hurricane Zane, 02020 TILTECO.INC. ©2020 EASTERN METAL SUPPLY. INC. ,�Im A�®A® BERTHA Shutter ter S - r7m E Tm C O ���. Accordion Shutter System No.44167 _ �� H.V. BLADE#1 W/OR W/O KV.WINDOW BLADE -- American Shutter Systems * TILLIT TESTING & ENGINEERING COMPANY y [y.N DESCRIPTION DATE DRAWN 0Y: M.P d' STATE F �ia ��N.W.Th.St•Ste.305,WROINA GARDENS,FLORIDA 3J14 Association, Inc. , OLD 17-107 2 202 DALE: 7/2/2020 �'p Ph.. (305)871-15J0.Fa4:(305)871-1531 4268 Westroods Drive z '�ol-- •��ORi P `` e meon�aooe®�Bl.�om West Palm Beach, FL 33407 J DRAWING No WALIER A.TILLIT Jr.P.E. 4 20-164 ?`SEAL/SIGNATURE/DATE FLORIDA Lie.A 44167 5 SHEET 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (12 s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in,) SCHEDULE FOR A GIVEN MAX SHLITTF•R SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNT'h' TYPE (SEE MOUNTINGS ON SHEETS 16& 17). U EE •TR E SOUTHERN PINE No. 2 W1 MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN NE No. SPRUCE PINE SPRUCE PINE DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G-0.36 1/PLYWOOD DX p2oUW�J/�NF.TRG W/5, FIR NORTH FIR SOUTH MA%IMUM MIN.G=0.50 V!/ MIN. G=0.43 W MIN. G=0.36 SPAN(ft) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & Q S&V S&V S &V a DDIN N1M T@9fE O6N:(� IF�9-fN NWGE R1�C RO1C(P!) D,R991 NINM PDDR R416{p9) 50.TOiI IOAA M R}S9Id MIK(yat)1So lE9,i71aWM1E BSD3I T+AIC(pd) SR IC90!IFOVti PI�IfS RBFG(p� a.OQA IEWIh R®FS WIC(p4 60 0.9Ri WAVE I7 M RWC IFJ)kSA OM=K HWK Bags lS9 0M ITS RMN RIRL 64 30 40 60 75 90 OS 30 140 60 75 90 05 30 40 60 75 90 DS 30 40 160 75 90 OS 30 140 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 105 30 40 60 75 90 OS 30 140 60 75 90 05 30 40 60 75 90 05 Y-0.OR LEK 12 10 10 9 8 8 6 6 6 6_ 6 6 12 O _70 9 B_ 8 6 6 6 6 6_ 6 72.10 _7p_9 B 8 6 6 6 6 6 6 _6 15 4_ 4 4 3 12 12 12 _72 12 12 12 12 12 12 12 12 12 12 72 72 72_12 4'-0`_12.10 10 9 8 8 6_ 6 _6 6 6 6 12 10 io 9_ B 8__6 •E 6 6 6 6 12 10 _10 9 8 8 6 6 6 _6 6 6_ 6 5 4 4_ 4 3 12 12.12 12 12 12 12 12 12 12 12 12 12�12 12 12 12 12 12 10 10 9 8 B 6 6 6 6 6 5.5 12 10 10 9 8 B 8 6 6 6 6 5 12_10_ 10 9 8 7 6 6 6 6� 6 5 6 5 4 4 4 3 12 12 12 12 12 12 1?12 12 12 12 12 12 12 12 12 12 0.5 ._.__ .__ -._.__._.__ __-____0. __.. .._..- _-..--__ ._-. .__.-._._ _-_-_-__.- _.._ .-._.__ ,._._ ._,. 12 10 10 9 8 8,5 6 6 8 6 5.5 4.5 12 10 10 9 8 5 6 6 8� ,5 5 4.5 12 10 10 9 6 3.5 6 8 8 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 72 12 12 12 12 12 12 12 12 12 10 B.5 7'-0•�12 10 10 9 6.5 4 6 6 6 5.5 4.5 4 12 10 10 9 5 3 6 6 8 5 4 3.5 12 10 10 7 J.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 IT Ti-12 12 12 10. 12 12 12 0.5 8.5 7.5 8'-0" 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6_3_.5 - 6 6 5 .5 3.5 3 12_10 10 4 - - _6 6 5 S 3S 3 6 5 4 - - - 12 12 12 12 12 12 12 12�12 12 11 9.5 12 12 1.5 9 7.5 6.5 12 1D 10 5 3.5 - 6 5 5.5 .5 3.5 3 12 10 9 4 - - 8 8 4.5 4 3 3 12 10 4 3 - - 8 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 0.`12 12 12 11. 9.5 8.5 12 12 10 8 8.5 5.5 -___ _-__.-..__._-___ __ _- _- _.- .__..__. _ ._ ._ ___._....___._. _- ___...__.__.___..._.______-__. 10'-0• 12 10 7ti5 4 - - 6 6 5 4 3 - 12 10 B 3 - - 6 6 4 .5 3 - 12 10 .3 - - - 6_ 6 4 .5 3 ' 6 5_ _ - - 12 12 12 12 1.5 9.5 72 12 12 10.`8.S_7.5 Ti-12 9 7 6 5 0' 12 10 5.5 - - - 6 6 4.5- - - 12 10 4.5- - - 6 5.5 3.5- - 12 10 - 6 5.5 4 - - 6- 5 _- - - 12 •12 12 12 10 8.5 12 12 12 9.5 8 7-12 12 8 6.5 5.5 4.5 12'-O' 12104.5 - - 664 - - 12103.5- - - 653.5- _ 653.5-_ - 65 - - -_=121212- 1.59.581212118.57612. 1. 7.5654 13'-0' 12 10 - - - - 6 6 - - - 12 10 - - - - -_12 7.5 - - - - 6 4.5_- _-_ - fi_4.5 _-_ - I-_12.12 12 10. 8.5 7.5 12-72_ 10 8 6_.5 5.5 12_p. 7 5.5 4.5 4 -- ---_-�_- 6 5.5 7 - '--5.5 4.5 - - - 127 - - - 5.5 4.5 - -__- - 6 3 - - -__- 12 12 12 9.5 8 6 12 12 9.5 7.5 6_4.5 12 9.5 6.5_ 5_ 4 _3 14_0 12 10 - _15'_0__12 - - - - - 6 - - - - - 12 - -_ - - 5 - - - 5 -__- - 6 _-_ - - -'12 12 11 9�7.5 5 12^12 _B 5 7 6 _4 12 9 6 5 4 -� -- �- ,- -- •�-�-LL- -- - _- - -•11.5- - - - - 5 - - - - 6 - - 12 12 10._8.5 6.5 4 t2 112 6 6.5 5 3 11.58.5 16'-0• 12 - - 6 _ n HV BLADE OR n HV BLADE W- / q�A HV WINDOW BLADE WORKING IN UNISON® • gm-O. A SEE UT10N5 OF I15E FOR BLADE ON SREET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLD WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSORATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-0.55(N.D.S) -1/4'P TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUIIDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-O.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-D.43(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G--0.36(N.D.S.) 2 ANCHORS 70 HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN. 1/2"COX PLYWOOD(1986 APA) LAG SCREWS AS PER NDS 2016 SPECIFICATIONS. 4.ANCHORS SRALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `````\```1 P IIT� II/AA,' 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. ��c...•••• ��ri''� BERTHA HVTM a�P�• EN ''. ®�®�'�� Accordion Shutter System ? 44167 ��!. E� ® �N c. H.V. MADE#1 W/OR W/o H.v WINDOW BLADE ND• = American Shutter Systems !Ev."c DESCRIPTION DATE DRAWN BY. MP 1 TILLIT TESTING do ENGINEERING COMPANY n r OY NM*3U11,SL,Ste.J ,YtRGNK GARDENS,RONM 31111 Association, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 's a. STATE rj Phase:(305)871-1530.FG,:(305)571-1531 4268 Westraads Drive 2 DRAWING No ^ P / e-m n:uRe°oo°oIF°n West Palm Beach, FL 33407 a �4'rl7•• FLDR °CA-0006719 2 �1 CA �iA F.. . WALTER A TILLIT Jr.P.E. 4 20-1 6 '��AipSS10N AL/SIGNATURE/DATE FLORIDA Uc.#44167 5 SHEET 5 OF 20 t- INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & iA HVI� BLADES AS APPLICABLE MAX. SHUTTER SPA L+ OR L— FOR INSTALLATIONS- INTO WOOD WITH HV BLADE 1 ONLY-SHALL -WALL FINISHBE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & -�)� �"r 1 J I• 1 CON WITH ADVANCED A_ .S,D._ DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE C1 &�A WORKING IN UNISON THREADFORM TECHNOLOGY --',��-- 1 1/4"m TAPCON OR W/ 1 1/2'Min.PENETRATION V -. -� I _TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ...�____....._,_�._ _. __ OF THREADED AREA TD • i W/ 1 1I2'MM.PENFIRA710N OF THREADED AREA 70 EXtSTINC -I -I�- -_ I EXISTING WOOD HEADER. "T.— 1 WOOD HEADER. SEE SCHEDULE ON SHEET 15 ` Mµ SEPARATION I 1 (SEE SCHEDULE ON SHEET IS) 1 +' /','- '` J II ( ) l TO(B/l55(SEE OR (SEE I 1/4"m-2ax3/4"S.S.MACHINE SCHEDULE CN SHEET I 1 SCREWS W/1/4"-20 NUTS r''—'11 FOR e1ADE(DAND.__ ( I I \ 1'Min-- -_® 12'O.C. N ON SHEET 19 FOR I ME r' J EXISTING Ii BLADES©k I I a 1':,I 1'I�•�1\\1 jt�kltt 1,I — :: I I-.EQ- EO-=� GLASS-4 \ WALL-, FINISH yl_ PO ONAL 1).__.) .i ..o, WALL -- y EXISTING MIN. I I 'L--_ ---� FINISH (-2"x4"W00D l u I j HEADER REQUIRED I _1 OOR ®� .. ) t EXISTING MIN. I I n �� \ OR9 " 2'z4'WOOD {I - I EXISTING I I HEADER REQUIRED I, i '{ ' II '1' If"m TAPCON OR TAPCON WITH ADVANCED G�S"'ll TO fIASS(SEE I I I I I I I `� a, IJ lI yl`I I II ��,, L,_THREADFORM TECHNOLOGY W/ 1 1/2" ( SO�t1LE ON SHIELT MIN.SEPARATION TO GLA55 I I I ,' I., yl'Ii II Min.PENETRATION OF THREADED AREq TO it FOR BLADE 0AND_"` -! EXISTING II-^— i EXISTING WOOD HEADER. ON SHEF7 19 FOR I II G1A55---I (SEE SCHEDULE ON SHEET It)- `-'' y I i 1`I 11 (SEE SCHEDULE ON SHEET 15) I BLADES m&a_._ l I _-.___ _ _ _ _.-I- 1 �...- - 1L.,__L.._,f l y...� _2.4'CONr.SILL _____.. . __. _ 1�� PLATE RED'°. ON HV WALL HEADER INSTALLATION Ot1Y�AIdL %L INSTALL_n0 OM HY WALL HEADER INSTALLATION - __ ._ .. _ _.. _ _._.- I EXISTING - ___..___.___.._._.._____. _,v_ .. _ C ._..MIN.SEPARATION TO GLASS n MIN SEPARATION TO GLASS 1 1 11 01 G �:-g MIN,SEPARATION TO GLASS r I I? -� EXISTING —(SEE SCHEDULE ON SHEET 77) �I --- 1-% EXISTNC (SEE SCHEDULE ON SHEET 11) W000 PLATEI(SEE SCHEDULE ON SHEET It) �� GLASS— 9 u OLA55---t tly I I REO'D. 1 I r E t 1/4"0-20z3/4'S.S. °y ( I I 1/4"m-20x3/4`S.S. < MACHINE SCREWS \ y� MACHINE SCRELYS W/ I I. II p USING 1/4"-20 NUTS { 1 -WALL 1/4'-20 NUTS 0 12"- - --I C o 12'O.C. ii FINISH 1 I O.C. l I I T T 0 \ I I T i I,I I I ;..QOR 18 13 GRS of I 2'z4"CONT. ' y , if I' WOOD PLATE - ) y I •L1tUl\UlIU t1 I -Ep---CO-- I !! REO'D- •U l tll I '-'EG" Ep.._I I'Min. Min. ti j1 \; h.SI OR I ',1 7I I �I I A {f'I 111 1 1/4.0 TAPCON OR TAPCON WITH ADVANCED I it THREADFORM TECHNOLOGY W/ 1 1/2" i/4'm TAPCON OR TAPCON WITH ADVANCED It I I I I 2'x4 CONT. Min.PENETRATION OF THREADED AREA TO iyl If I SILL PLATE -- EXISTING WOOD HEADER. THREA➢FORM TECHNOLOGY W/ 1/2° +_I_...,.�S.,.a. 1L 1/4'0 TAPCON OR .NAiE; I ' I, I Min. PENETRATION OF THREADED AREA INTO PLYWOOD r '1 \ A TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL I 'REOQ ,L {�1 (SEE SCHEDULE ON SHEET 15) lL_ X, 7,•;�Y '_..WALL FINISH (SEE SCHEDULE ON SHEET 15) EXISTING MIN,2'z4' 1/2'MIN.CD THREADFORM TECHNOLO(Y SHATTER ASSEMBLY. L..:.._�1.1'._l a_ .. , '1 SNDS® I6`O.C. MA%.__-', PLYWOOD RE00.�W/ 1/2"Min,PENETRATION OF 2-MOUNrINO SECTIONS CAN BE yy '•-1/2°MIN.COX PLYWOOD REO'D. RED 0.PLYWOOD TO BE WALL FlNISFFHHHHFF---------������(SEE SCHEDULE ON SHEET 15)PLYWOODINTO SUIT INED IN ANY WAY AN1•INSTALLATION.TO ®HV WALL SILL INSTALLATION EXISTING MIN.2'x4"STUDS 49 IS"O,C.MAX,REVo. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED To STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALK, SILL INSTALLATION •SEE UM Aeons of U E of F.D.C. P HV WALL SILL INSTALLATION BtAL£1 ON SHEET 19 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 71LTEC0,INC. ©20@@ n 2��0 EASTERN METAL U L�SUPPLY.INC, INC. ' IM�� ® ��,� Accordion Shutter System N0.441 _ KV. BADE#1 W/OR W/0 H.V.WNDUN BLADE * � TILLIT TESTING h ENGINEERING COMPANY American Shutter Systems EV,II DESCRIPTION DATE DRAWN BY: MP o'•, STATE 0 �� GJ53 N.W.361h.St.,St..305,YiRGINA CAROENS,FLORIOA JJ1e, AssoclatIon, Inc. I OLD 17-107 /28 DATE: 7/2/2020 PM-:(305)B71-1530.Pox:(305)671-1531 4268 Westroads Drive 2 '',0', -•.F<OR1D ��a`�' a-naa:tilt...O.W.— West Palm Beach, FL 33407 3 DRAWING No ij (C '•C� l CA-0006719 SS/ONAL �.`��a WALTER A TILLIT Jr.P.E. 4 20-164 JJJJlrl41NIITHTLM`,�, SEAL/SIGNATURE/DATE �O�° u` I6t767 5 SHEET 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR — HV & Lk HV* BLADES (AS APPLICABLE) 0 WOOD WITH MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS IN HV BLADE C1� ONLY /-WALL FINISH SHALL BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX -0 TAPCON SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & & WORKING IN UNISON is� ,i.- ✓ - 4 OR TAPCON WITH ADVANCED 4°x8"(Min. EXISTING -'-. •-'PT _-- 2"MIN.-----I N • -="-..,, I THREAOFORM TECHNOLOGY WOOD BEAM REQUIRED- �' �! r i' /! _____ ._ �-_ _ ._____ -_ -EDGE(IF APPUCABIF) STRUCTURAL ADEQUACY /,; I OF 1 1/2"Min.PENETRATION 1 4"0-2Ox3 4"S.S. •" 1'/- _—y-------«--- -- j / / OF IXISTINC W000 BEAM 'Tom•, i' (---'- - :,, tt I ! OF THREADED AREA TO 1• PHILUPS TRUSS HEAD EXISTING WOOD HEADER. - E CERTIFIED BY / / ..... _ ____...j:.. _ 1 a Min. MACHINE SCREWS REGISTERED ENGINEER OR / ! III (SEE SCHEDULE ON SHEET 15 I IXISTING W000 1 ) _W/ 1/4'-20 NUTS ARCHITECT PRIOR TO EO r-.- -E0- =-� '�""-.•' i / / I --✓--- TRUSSES OR 012'O.C. SHUTTER INSTALLATION. 1/2'-^�� ✓ TY. .. -1/2 RAFTER 0 2 O.C.REQUIRED f !r 1/4-0 TAPCON O '' -'�r----'--jG / \\ T-J-' I ,1�J oR 1� TAPCON WI ADVANCED / _ __EXISTING SOFFIT TH - ! _.257" THREADFORM TECHNOLOGY r` ,- i G i� ! / �G. ,.G i� �/ ~ /q� •, I I t MOz. W/1 1/2'Min,PENETRATION :� ,•, '//,� _ 3/'Max.THK. OF THREADED AREA TO rEO CEO #14x3/4" K 1-EQ =EO-r ,.1 k4'x1/8'CONT.ALUM.TUBE OPTIONAL , -I EXISTING WOOD HEADER. I.� f/�/�,% S.M.S. ----- -U.L-1 j� (6063-T6 ALLOY)W/ I (SEE SCHEDULE ON SHEEP 15) ® 6"O.C. I •��+ - (3)5/16'0 LAG SCREWS TO 1©or 15 I or @EACH RAFTER SCREWS TRUSS. --•'-" 1'L. _I, LOCATE LAG SCREWS AT j I MIDWIDTH OF EXISTING WOOD -_HEISTING MIN 2"x4" I I I -- --_.0 - I I I I r I_.I MEMBER,(2°Min.NOMINAL EXISTING—I( HEADER REO'D GLASS il!_,-__ MIN.SEPARATION TO GLASS SS �'.. WIDTH)w/2•Min. OPEN HOLE AT IXCII--� _SEE SCHEDULE ON SHEET 11)------ EXISTING STUD TO ACCEPT ,JI PENETRATION OF THREADED ( I G1A55 j 5/16'0 LAG SCREW I[�I I AREA,VAUD FOR AT CENTER OF TUBE. I —, I � INSTALLATIONS V/fIH 72psf m PA(IE I EXISTING 1a1 SEPWNDGN MAX.A.S.D.DESIGN LOAD AND (S)NV WALL HEADER INSTALLATIONSCHEDULE N 9•-0'MAX.SPAN.THIS 1 DUEE aEm� ♦GLASS SOGroDU OM(�SH E7 I INSTALLATION IS ONLY VALID ON SHEET 19 FOR I - I I --O OR ® 'I 11 H R UAOE mIND FOR WOOD W/MIN. SPECIFIC tEADLSm&® av 94ET 19 FOR GRAVITY OF 0.50 AS DOUGLAS I-SEE SHE2T 4 FOR TYPICAL SFIURFR ASSEMBLY - 1 I—__.__._-..__. _...�y_ I HA06®& I ♦ FIR OR SOUTHERN PINE No.2. 2-MOUNTING SECTIONS CAN BE COMBINED i I_p -GDR ® OR EQUAL. IN ANY WAY TO SUIT ANY INSTALLATION. ( HV CEILING INSTALLATION I U) CEILING INSTALLAT 0 MIR NATION - --- .__-.._..-----rr-d- -- I TO CMA MIN.SEPARATION TO GLASS ,1 SHEETI------- S(SEE 10 OR (SEE SCHEDULE ON SHEET 11)- ------ I F' EXISTING 1 ElL�oeO 1 g I SEPMARATON I I 1 I I a,sF EEr,9 Eu1 I _ To GLASS I I I IXISTINGLASS I'I - O GLASS , 11MCD&� II I (SEE SCHEDULE I I _...._._� 6 i I II, I i ON SHEET 11) I ALTERNATE ANCHOR I I I T -I I ® I I I WALL--: .. .. I LOCATION \ GLASS 1 1 FINISH/ I I l i' 1-4--"i I 3�e;uw- / _ ....�.!•-•.. t ''" Max.1 1! WASHER4 HEAD oK I I DECK REQUIRED 'I �, 3 e uu1°° N.(WOOD Its-•��I�II / 1.� 1 _ `-�—''•`' •'•''- -_....FOR 2'x6'MIN.W000-__�. rl SCREWS® Iz' .a (No FINISH C:� DECK REQUIRED(NO _ - - - _ _ ALLOWED FINISH ALLOWED) .. - _• ..EDGE ) '� jI EDGE OF DECK/ f- 1/2 ._ -, :.> F t \ TMCON OR 1' ! IF APPUCABLE (--EA ,�••-EO. - - - DECK IF ., A ,.- - GE APPLICABLE etit\\ltul l t 19 - EDGE OF DECK EO 1' IF APPLICABLE �II 1/4"0-20z3/4"S.S. _ I I, I„ 1 i / "1, PHILUPS TRUSS HEAD _--- 2-uuT _ 1 - i I , TAPCON WITH ADVANCED Min• 'MACHINE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCED ' 1 / Z°z4'QDNT STILL PLATE II THREADFORM TECHNOLOGY W/ 1/4"-20 NUTS // THREADFORM TECHNOLOGY W y-I REO'0. , '• ', W/1 1/2"Min.PENETRATION 0 12"O.C. 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM - •-. _2•MIN. / 1 1/2 Min. ! ---2 MIN-- OF THREADED AREA TO GY W/1 1/2"Min. PENETRATION OF THREADED PENETRATION OF THREADED V. EXISONG WOOD HEADER. AREA TO EXISTING WOOD HEADER, (SEE SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER (SEE -------- (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) ��� •SEE LINTATIONS OF USE FOR L^J HV WALK—OVER INSTALLATION �V HV WALL SILL INSTALLATION BADE 1�ON SNEET 19 OW HV FLOOR INSTALLATION (1111 u+h 02020 TILTECO,INC. FLORIDA BUILDING CODE(Oo 02 EASTERNVelocityETTASUPPLY. INC. Zone, BERTHA HVpA CENS �� ® 1N; wA �S® ® Accordion Shutter System No.441 7� � H.V. B[AX#1 W/OR W/o Kv WNDOW BLADE TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems iEV.INDESCRIPTION DATE DRAWN BY: M.P 'W 6=N.W.36tn.St.,Ste.305,VIRGINIA GARDENS.F ORIDA 33K Association, Inc. t OLD 17-107 /2/202 DATE: 7 2 2020 o'• STATE 0 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 // %90'. FLORlO .'�a��c` e-mail•❑Itacaaaol.com P.E. 4 West Palm Beach, FL 33407 3 DRAWING No r2� ? G,_QDDB7,9 20-164 / S "••••••• \ WALTER A TILLIT Jr, ONA� '"`SEAL/SIGNATURE/DATE FLORIDA Da-#44167 5 SHEET 6 J7 OF 20 END INSTALLATIONS (D.HV BLADE OR Q WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2".4'UK WOOD STUDS REOO. f_.2'0'MIN.�D STUDS REOI). 7- WN, 2'.'V WOOD STUDS._ woo STI)OS. (AS APPLr4W-Q (AS.rUCASLE) TV ptNO M..OR /MR v DOSTING OLAET--\ NO ENSONG GLASS Exislin GLASS MST. 1/2'MR COX 4_1 11N.�GN SERARTTION MR.SELDOM -11r M..Cox ED cl�(SEE COX To am(SEE: MYNOOD. SUHEOULE ON DIET a IS) ON "L'OVOW. UT01.1 GLACES (2) ALUM "ALL MIN. PLAM S, TUBER EILADCS(D A(9 AT DE I I I - - -_ OF 4 A am I'OR r MAY. 610120 M.S. COB 2"S.M.S. M-a n TO 0)OR OR SEE OETAUl.X FOR/ R SUE CONNECTION SEE DETAIL x rm.-/ OR • TO SEE DETAIL X MR SUE CONVECTION ry EDE 0:2.04).7 CTON TNERCAICTOKNS 70 TRACKS 00 .0 0- END CONNECTION DETAIL(2) END CONNECTION DETAI (4) END CONNECTION DETAIL EN F.—REMM ONLY FOR WANS GROOTER 1HAM 12'D* 2-.4-NW.WDOQ 1/4b 7APC0.ANMUNS 1/4-.TAMON ANT GIS� O Ilr Sma REQ`D4 B/1 1/,.•MIN. W/I I'� MB su%wali PENEMATION 0 12-D.C. PMETIVOIGN 0 12'O.C. TO GIASS(SEE ♦ SEE LIMITATIONS OF USE FOR Dan,—" 2'MEN.1� SDODW ON SHEET BLADE to ON SHEET 19 44 SEPARMON' r it MR MADE 4)_ E CC 7— TIE F"), I I--E. I i FOR MADE(DAMI) > (D(OR QY*—' I (D R(0 t! (4 i f Ln. @O.j@0R(q0R(D VIEW L nNSH STUD".WOOD/ Z-0 STUDS EwG. ELM 07-@- END CONNECTION DETAIL (9 END CONNECTION DETAIL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' �7/1,, 02020 TILTECO.INC. (9)2020 EASTERN METAL SUPPLY,INC. _ A.�kk K; ............ *,we, BERTHA HVTOA 0-1 H—C. ccordion Shutter System ®No.4416 11LIEC ® H.V.V 11"#1 W/OR W10 KV. WINIM BLADE z Shutter Syste 111�.Na DESCRIPTION TIL117 TESTING & ENGINEERING COMPANY American MIS - GATE DRAWN ITY, UP I Association, Inc. I OLD 17-107 OATS: 7/2/2020 STATE OF AZ/ 0355 NAV.36th.SL,S.,305,VIRGINLA GARDENS,FLORMA 3316C (305)8 -1530.Fax:(ZT)5)67%-'l53% 4268 Westroods N@triv 2 DRAWING No e 0 RO� mail:ulteccoacl.com 3 �71 West Palm Beach, FL 33407 ....... CA-006719 20-164 ""I'll"9/0�A L WALTER k TIUST J.P.E. 4 FLORIDA Ue.#44167 5 SHEET E.P. SEAL/SIGNATURE/DATE 6 18 OF 20 -(11, 3 �:r^©•'® • GENERAL UMMATIONS AMD QQNQIEQNS OF USE FOR RFRTHA HV RLADF ACCORDION SH ITTT•7t �( WORKING IN e c M o T u UNISON WRH HV WINDOW BLADE BAl 35 ? I 1.MAX.AS.D.DESIGN PRESSURE RATING:+110,-110 ps.f. / - 2.MAX.SHUTTER SPAN:96" 3.ALLOWED MOUNTINGS A D.C&H SHEETS 6,7;AS WELL A. � It MOUNTINGS M.O,T.U&WON SHEETS 16&17. 9.ONLY CENTERMATES 21 BOTH W/@ OR 220 ARE ALLOWED WrrH�1 4 OR 5 AR ED IN A OR OPPOSING LA OUT.IN CASE OF OPPOSING _ I OUR, MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CENTER E. . 1.._..._.. TYP EA.END ♦ ♦ ' (�/-�/� (n) 5.(A)HV WINDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS 'L i ♦ 'i+' V (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX.5.WINDOWS N - f� /'� J'� /'� (B)MIN,CLEARANCE FRO TOp OR BOTTOM EDGE OF HV WINDOW BLADE 1� ALLOWED AT FTV , , (•"I '_'I ( '1 (.'1 /♦T OF ANY 3'0 HOLE FOR�4 SHALL BE 12'. WINDOW BLADE® (C)FHST OR LW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE(It) THROUGHOUT WINDOW BLADE MUST BE USED ALTERNATE TO A SOLID HV BIAOE 1Q TH• ,(C ROUU GHOUT SHUTTER'S WIDTH. ' ♦ ♦ '� ! 1 / 1 (E)CETAT'ATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADELIJAT EITHER 910E OF THEM. I SEE END �g (F)POLYCARBONATE W WINDOW SHALL BE INSTALLED SO TABS FACE CONNECTION _ • ♦ • JJ1t�� �/�� ,J1� ��nn�� ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, DETAILS ON SHEETS /`� ♦ ♦ � 4 U !�\ /�1 /'T THE INTERIOR OF THE OPENING BEWC PROTECTED,HV WINDOW MUST BE 10 L&18 TYP. ♦' —' M&3 U U V INC. RILL HEIGHT.- 38� 1� 1 \ B@B@.s 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME �- '447 l4y f BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 9 i P SPAN AND I &2 ABOVE). a 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED TY I CONCRETE ORDE CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SIGN LOAD(SEE NOTES 1&2 ABOVE). J(SEE PLAN FOR REQUIREMENT.) 8.MINIMUM SEPARATION TO GLASS SCHEDULE PER ASTM E-1996: �s ® e a0) p H TYP TOP&BOTTOM W � O zi oR oR 6 ] WIND ZONE MINIMUM SEPARATION TO G1A55 UNUMITED WIDTH.—_._ .ELEVATION MN.SEPARATION TO GLASS — L%ISRNC CLA59 ,(SEE s"HEDUE ON SHEET 11 FOR BLADE CD 4 6.25' -------------_----1 ------- — -- ------ — ---- ON THIS SHEET FIAT BLADE.SQ& ------- ------------- ITO 7YP. sne RI CEMERMATES ---_ / '35`-; W/ ORS AND .-.._..__.—___ / - __. I (ouimcn ------ W/O (S NOTE 4 ABovE) PLAN J I t 22 1 TYPICAL J) HV BLADE WORKING IN UNISON WITH HY WINDOW BLADE 11A SHUTTER* N.T.S. ,�� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ``MMVJFiIY 1 1!f a♦♦,♦ 02020 RLTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. No '_- B L E C ® ,N C. Accordion Shutter System 441 7 ® @ $ © RV. aanE yl w/OR w/o RV.WINDCN!BLADE * >{ American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY y Ev.N DESCRIPTION DATE DRAWN BY: M.P SW � � 6335 N.N.36th.St..Ste.305,MOINIA GM0 N5,FLORIDA 3J16f Association. Inc. I OLD 17-107 E O /2/202 DATE: 7/2/2020 Sol., Ph—:(305)871-15J0.Fox:(J05)871-1531 4268 Westroads Drive 2 ���fS•,, `� e—mull:till DRAWING No �RI[) West Palm Beach, FL 33407 J • S r` CA-000671e WER A.AL �A3V�C FLORIDAELLc r J,P. 20-164 4 'Frnnnnu p.�. SEAL/SIGNATURE/DATE 6 SHEET 6 19 or 20 XO 6 x 1 1/2' .035w THICK -M INSTALLATIONS W/ n1 HV BLADE & HV CENTERMATES I n. -12.000"Max.Min.ASTM A-653 GRADE 40 AS 0 Min.G-60 GALV.STEEL METAL I IN MErAL STUDS AT 16"O.C. H 083" gZ E! TO METAL STUD WALLS - --------- C? .-.1 0 6 D.C./-@. 1/2- .475" J Z4"o NOMINAL GENERAL LIMITATIONS AND CONDITION5 OF US ALUMINUM SLEEVE 43C Min. 12 ."031 THICK 10-B BERTHAS HVBLADE ACCORDION SHUTTER 6063-T5 ALLOY 10 6'O.C. U.C. CONT.GAL1.STEELCHANNEL % SYSTEM INSTALLATION TO METAL STUD WALLS ASTM A-SM GRADE 40 Min.G-60 I GALVANIZED FASTENED TO STUDS SCHEDULE W/(2) ON SEPARATION TO GLASS .91 3.000".- Max. INTEF40R&EXTEMOR FACE EXISTING FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (p 16-1/2'TEK SCREWS AS APPLICABLE 2. MAX. SHUTTER SPAN: 84' SO WIND ZONE MINIMUM I EXISTING GLASS1 _ .i MIN.SEPARATION 3 ALLOWED MOUNTING.(@ ON THIS SHEET. ASTM E-1996 SEPAPAMON LENGTH + I TO GLASS TO GLASS (SEE SCHEDULE) V 1 THRU 3 t, 4 ONLY ENTERMATE 21 W1 n24 HV LOCK ARE ALLOWED 1. 1 zro—zow BOLT (ryp.) C1 ARRANGED A SYgMETRICAL LAYOUT. MUST PENETRATE e 1 to WITH Z5, V 11 USE OF (2) 305 (6- LONG. MINIMUM) MUST ALWAYS BE 4 4- /46X 0.035"THICK Min.'1 EXISTING FINISH @ INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1 373" i-Cor'GAL&ISTEEL TRACK CHANNEL, AS APPLICABLE I 'i I I I CENTERMATE. 2513--"F -:',050' AiM3 GRADE 411 MlIn.C-60 I......-J AN FASTENED TO STUDS N/(2)f6x1/2"TEN SCREWS ON 4]3pc Q�R3 NTEFNOR&EXTERIOR FACE a 6-D.C. c; 1/4-0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR ,j , 1/470 ELCO CONSTRUCTIDN I --------- 1/2' CENTERMArE 21 APPLICATION WITH BLADE 10 12 PROWS FAB—LOK HD '6'x I 112•.0.035*THICK Min.ASTM A-653 GRADE 40 6" D.C. Min.G-SO GALY.STEEL I" MSWALL HEADERZSILL INSTALLATION COMPONENTS METAL STUDS AT�16-D.C. _EXISTING FINISH AS APPLICABLE SCALE:3/8"- 1" (TYP.TOP&BOTTOM) t I3N T4 61/4"x 0.035'THICK Min. 7 COI. V.STEEL TRACK CHANNEL, E-XISn-NC CLA-SS �7- -Cs L 'ASTM A-653 GRADE 40 Min.G-60 -�YMMETRYQAL IV/(2 II GALVANIZED FASTENED To STUDS V SY YqA�L M N. rEiPAR'ON,jWARIIIES�:...: INTERIOR&EXTERIOR FACE NTERMATES W1 S t >.I :.: 1 TO G 2 CENTERMATES W/ �'Max SEE SC EDULE) : L-EXTERIOR ACCESS SIDE:: INTERIOR ACCESS SIDE."" A@ '43c #6xI/2"TEK SCREWS ON ---------- b klyp.)- 6" ' --------- IN IN ........... -ar----------------—---------— -----—-------——----—-- -----—--—---------- ---------- ----------- ------------ -------- ------------------- ---------------- --—-------- ............ ------- -------—---- <Y --—---------—--—----- ,,012 -7, --------------- ------------ -rip- 1 (2) 42 \t21 y 21 21 21 10 LOCATED AT 12 /. ENDS ----------—-- --— ------- HV HEADER/SILL ENDS VIEW Y 9 �or Min.) W - 2 &12 -3 1/4"(TYP-) �6 1/2' V-I� SIDE CONNECTION TO TRACK (Cont.) ffiVA (Typ.) 6 1/2"MAX.SLACK HYB BLADE SLACK DETAIL HVF ±1-V—c FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ollk : till.III�9,, 07020 TILTECO.INC. 2020 EASTERN METAL SUPPLY, INC. 13ERTHA HVT E s E C 0 Accordion Shutter System 110 A,S,S,A,, No, 4 6 �-�% H.V. MADE#1 W/OR W/o KV.WINIM BLADE i_ :, American Shutter Systems !EV*Nv DESCRIPTION DATE DRAWN BY.TILUT TESTING & ENGINEERING COMPANY M-P SVO;�%. STATE )F 8a55 N.W.35th.St..St'.303,VIRGINIA GAROENS,FLORIDA 3316: Association, Inc. I OLD 17-107 DATE.- 7/2/2020 ty7Phone (305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 0,e;�:�` "0131 .fl!t.dt... West Palm 6 -DRAWING No CA-0006719 each, FL 33407 3 WALTER A.TIUJT Jr.P.E. 1 20-164 0 N A FLORIDA Uc.j 44167 5 Illillitilillfil)O'SEAL/SIGNATURE/DATE 6 SHEET 200 20