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HomeMy WebLinkAboutProduct Approval 4141M19 Florida Building Code Online BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us 'BCIS Site Map' Links Search b a 4'° Product Approval USER:Public User ,,pr L? ¢raP_ Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R9 MUM K! Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive WestBeach, FL 334 (561)2 REVIEWED FOR (561)2099-8263 bfeeley@easternmetCODE COMPLI A NCE Authorized Signature Bili Feeley ((�� LUCI CO /UNTY Irodriguez@easternm Tj B®CC Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email File C®"Y Category Shutters �jtt Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. , Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 5_ 4/4/21)19 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other:Large Missile Level "D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf Created by Independent Third Party:Yes HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for +64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.,, Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D". Max.Span is 16'-0"for 30 p.s.f Created by Independent Third Party:Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HVi blade,8'-0"for+64, -72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HV1A working in REPORT.PDF unison. See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party: Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load for Created by Independent Third Party: Yes Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, 25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® eChecF M https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 i GENERAL NOTES: 1.BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THUS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE 114 ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. Q DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTOR 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE QE CONTENTS BE INSTALLED WITH A DIRECTIONIUTY FACTOR Kd-O.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS,O.)OESION PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O,DESIGN WIND LOADS AREA 1: HV BLADES Q& 1tA1, BY MULTIPLYING THEM BY 0.6 1N OROERTO COMPARE THESE W/MAX,(AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&24. GENERAL NOTES SWEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P,CCI.,AS TESTED,WERE 140T OVER STRESSED.A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS:HOWEVER,A WIND DURATION FACTOR CD-1.80 WAS USED FOR VERIFICATION OF FASTENERS IN MOOD. 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 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE &WINDOW DETAIL —HV BLADE O 10214,01-03,J0715.01-03,p1004MI-05.$1214,01-05,/0317.02-06,04609.01-10 AND 00210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 (WHERE 2;„HV BLADE C1)AND HV WINDOW BLADE TCA AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1, 2&3)&01220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHE, E APP ICN ABLE) —HV WINDOW BLADE.0/0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2, 3)BASIC PROTECTION ONLY AND g 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 BLADE(D AND HV WINDOW BLADE 0 ARE ENGINEERED TO WiORk 1N UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G—M, CONCRETE/BLOCK SHEET 7 3,BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 014;2.75'AND 01421.75'RESPECTIVELY.416—HT MINIMUM SERIES CENTERMATE DETAILS IN SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH,PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS IN SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN sHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING OR THEIR HEAD. 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 8083—T6 ALLOY 15 30.0 ksi AND 35.7 kai FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005—T5 ALLOY. ANXIMUMCHOR SPAN TABLES SHEET 11 ANCHOR SCHEDULE— CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50(118 VAIN 50 ksi MIN,YIELD STRENGTH AND 90 lax,MIN.TENSILE STRMTK ANCHOR SCHEDULE—CONCRETE&BLOCK SHEET 13 AND SHALL L COMPLY W/FLORIDA BUILDING CODE SECTION 2411.33.4. ANCHOR SCHEDULE— CONCRETE&BLOCK SHEET 14 6,BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE— WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0): 12,13,14.15 AND 20 INSTALLATION DETAILS M—R,WOOD SHEET 16 M/BLADE( &6 WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S—X, WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 d THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 08'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 05'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. AREA ;; HV WINDOW 13LADE ONLY 9,17 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 15 70 BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS,MUST PROPERLY CLOSE AIL HV AND HOS �. bOW BLADE C17 ONLY CENTERMATES AND ENGAGE OR LOCK ALL 1N AND HD LOCKS, 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.9 OF FLORIDA BUILDING CODE.014E LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA 81.1I1-DING CODE. 12.BERTHA H,V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHAT COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, 13,(a)IVIG P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES N07 PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;La.WHERE THE SITE CONDITIONS DEVOE FROM THE RED. (5)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE A40 INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.£.D..PROVIDED H£/SIRE DOES HOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS OCCUMENT,CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (e)THIS P.EG,WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS 1N 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(EO.R.)FOR THE PROJECT AND WHOWILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED.ENGINEER OF RECORD,ACTING AS A DELECATED ENGINEER TO THE P.E.O.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (0)ORIGINAL P.ED.SHALL.BEAR THE DATE AND ORIGINAL SEAL A14D SIGNATURE OF THE PROFESSIONAL EN ROFFESSIONAL.R GINEER OF RECORD THAT PREPARED IT. ,G FLORIDA BUIMNG CODE(Non High Velocity Hurricane Zone 02017 TIL7EC4.WC. 02017 EASTERN METAL SUPPLY, INC. _r._ BERTHA H TM _ 1 L E C O i m,c. A,■S■S■A■ Accordion Shutter.System RV. BLADE#1 W/OR W/O KV.Nl"N RAX American Shutter Systems ICY.H DESCRIPTION DATE DRAWN TTY: L.C. L C7 P,J TILIR TESTING & ENGINEERING COMPANY .7,Q o Association, Inc. H OLD 15-085 57/27/1 WTta 07/27/17 4353 tt.9.JSaG St.,Sts.3051 VIROW GARDOC.FLOFMA 3314 Phone 4(305)871-1530.Fa.;(305)671-1531 4268 Westroods Drive x DRAWING No �{ YAY a-mal:tllacPOsoLsom West Palm Beach, FL 33407 3 17-107 �.7`,)�,� ''�sS��NAL t }Ll'` WALTER0A.TIODUT Jr.P.E. 4 rLOROA 0-1 44167 5 SHEET P.E.•t`F7tt�StETfA' 9E/DATE c OF 20 I� LADE Q as VARIES 4 1' • 0 '09 7' HV SOLID BLADEHV 90•f 180• STARTER QUALIFIED FOR USE W COVERED UNDER US PATENT # 5455179 Qui HV 01RECT HV BLADE ( HY WINDOW BLADE 6005-75 ALLOY AND TEMPER OUALII`TED FOR ME 6063-T6 ALLOY AND TEMPER 9 -SEE Lf ONS OF USE OF BLAD ON SHE BLADE 19 063 ALLOY 2 TEMPER .373:. r- 60 TEMPER 3.23.226•l21 1. 024*- OBS • 67 mw -6 6 L2 842 4,897 R USE %11/ 11 125ZJ a 2. 7 HY ADJ. ADAPTER WILIE 20 07 QUALIFIED FOR USE %V/ HV (8)HV WALK-9YER TRACK �9 BLADE(D QUALIFIED FOR UJOfE W1 HV HV ED BFO TRENCH TRA L-25537 - M. FLOOR TRACK LOY CK LOY A BLADE QUALIFIED FOR USE W/ KV A - / k E QUALIFIED FOR USE W KV 6063-T6 ALLOY A 0 TEMPER BLADE( ONLY. C19 HV RAINGUARD LgADE 6063-T6 ALLOY AND TEMPER ouAunED FOR U�[E W/ HV VARIES 1.936, BLADE I �LLOY b A A 1,915, VARIES 1.036' 6063-T6 ALLOY A D TEMPE 1.917' ox o r—oar oar .12 670M3L .023' - so 670 s 686- 670 o- -, 1 15211' n1l HV CEILING, HE DE (j HV HEADERt5li-L 103 HD CEILING HEADER QUALIFIED FOR USE Vl� tiv BLADE DONLY QUALIFIED FOR USE W1 HV E(j) 14 HD WALL HEADER/SILL ODXUFIEO FOR USE W/ HV BLADE ONLY, 6063-T6 ALLO AND TEMPER QUAU I SECTIONS SEE SECTIONS FOR VALID t7y. QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY. ONLY. ONLY. 6 TEMPER I%CNL XJUR YI&M I COMPONENT A B TI T2 x Y I 2- 2' 0.125' 1 2- 5-MAX. 1/8- 1/8' 3- 3- lo'C90- 2* 5*MAX. 0,192" 0-192' (26 CORNERPOSTS OUALIFIED FOR USE W1 HV ALUMINUM ANGLES 24' 7'MAX 0-1w 0.190, MALIFIED FOR USE V// Vill QUALIFIED 0 BLADED r;9D 81% — —OA3i' 6064LLOY AND TPEMPER BLADE( E&USE W/ HV E(D -T6 ALLOY AND ONLY. 6063-76 ALLOY AND TEMPER FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone' A. T1, 02017 nLTECO,INC. (D 2017 EASTERN METAL SUPPLY,INC. xv ........ BERTHA HVT, 01D ENS,`- V, Ti--f m --T o7.7 A.S.S.A Accordion Shutter System j��L E 11111 KY. MADE#1'W/OR W10 KV.WHM BLAX TILUT TESTING & ENGINEERING COMPANY American Shutter Systems RCV.NO DESCRIP17ION UATE DRAWN BY: LC. Association, Inc. I OLD 15-065 We 07/27/17 6355 W.W.M%.St.St..305.MR=0A CM094.nDWA 3316t Pw. (305)871-1530.F..'(305)871-1531 4268 Westroods Drive 2 DRAWING No .­RT lat..ftOIX0 West Palm Beach, FL 33407 3 to-0006719 4 17-107 WALTM�XLIT Jr.RE. FU=4 U�f"167 5 SEET H E DATE 6 2 OF 20 M CAST k576' 93, SSW. PkNIED a I --Oz COST HOUSING 0 RAKED PAI ED r 'n S 11i DR. 7.375' j318 19 S s 4 N .13 A) M(amu (CHROME PLATED) PLATED) HV CENTERMATE 41 325' HV LOCK HV EGRESS LOCK U UALIFIED FOR USE W/ HV OLADE(D& I LY lg�2) HV FLOATING QUALIFIED FOR W/ HV QUALIFIED FOR USE W/ KV 6053- L TEMPER GUAVfIED FOR USE W/ HV BLADE 1 & 1 ONLY 3,023' (2 ONLY, BLADE 01 & 0 ONLY, W&WO E*K1 T6 ALLOY AND TEMPER MIL PAI \_.S EY Rw CYL-MER rF 'L CENTERMAJ9 6063- 'LIFIED FOR USE VI/HV MADE I ONLY 518" 74 60153-115 ALLOY ANp TEMPER PLASM 1.7 • LOU) To 4.045* EW 2.079* 1,75r P1 360"AFTER RIVETING y OB BEFORE RIVETING 1/4"0--20 x 3/4" 14 S.,S, THUMBSCREW t14 RIVNUT* 16 SERIES 9444 ALUMMUNI(2024-13 ALLOY)LARGE FW40E THIN -i SHEET NVI5ER1.PART If 0820,AS MANUFAMPED UY AVVEL PLAN FRONT EUVATION HV MALE "T" LOCK CENTERMA E 21 CHERRY TWORU,PARSIPPENY.NEW JERSEY 07054 OR EQUAL, :�M LE -T- LOCK EENTERMATE (P EY_�O @9 HV ALTERNATIVE LOCK LOCKER FOR MATE QUALIFIED FOR USE W/ KV BLADE TONEY (��9 HY FF QUALIFIED FOR'USE OUALIFIED FOR USE W1 HV QUALIFIED FOR USE W/ HV BLADEOONLY 6063-Tfi ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADEY ANO -CI)ONLY 5Y/HV BLADE ONLY. BLADE(1)ONLY, 6063-T6 ALLOY AND TEMPER 917- 606 1.917 3.161 '9 17- 4 1 CYLINDER 08 LO t3J_.t2 053* 053* 063 -062- 6 KEY CYLINDER .2114* n .21 .545* OA75*Min. 121 Zj , 1 .40 lei'I q (Yj�,, HD CENTERMATE W/ NO LOCKING ROD ENTERMATE W/ 0 HD -LOCKING RO QUALIFIED FOR USE W/ HV BLADECQ& 8 OVALIFIED FOR USE W/ HV BLADE(2)& CA, P?" 6063-T6 ALLOY AND TEMPER 6063-TO ALLOY AND TEMPER HD CENTERMATE'S INSERT • OUAur1EO FOR USE VI/ HV SLADEC!)& 6063-76 ALLOY AND TEMPER Py1j rCU"W0RN UBSCIRM (SEE DETNLS E go KEY CYLINDER .78' LOCKING RODZ!� CA/4-0 HD LOCK QUALIFIED FOR USE W1 HV BLADE01 6 20 A151 304 04 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. -T6 ALLOY AND TEMPER BYUB"o-1 6 ACETAL L U QUALIFIED FOR USE VI/ HV BLADE(D THUMBSCREWS IRIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ W BLADE wt & CA A 5DRILLED IINSTA INSTALLATION WILL REQUIRE A 7/1 HOLE ST L 'I LL T TR ILL T ED A TRACKS FOR PROPER EDIVENT ALIFIED FOR V,%,yjj.HV B FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone: -'1-- 02017 TILTECO,INC. CD2017 EASTERN METAL SUPPLY, INC. BERTHA VTM Accordion,Shutter System EW" BLADE#1 W/OR W/O KV.WNDDIN BLADE Tim o im., A.S.S.A■ RV. 7 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems qEV.N.— DESCItIMION OAn DRAAN OP. LC. ABU.st'st'.305.VINO'N'A CAADENS,I'l Association, Inc. I -OLD 15-085 DATE: 07/27/17 STATE OF DFXA 331" 4268 Westroods Drive 2 z 1530'ro.:(305)S71-15311 DRAVANG No :4, ORiQ ­�;h till. West Palm Beach. FL 33407 3 LUT Jr.P.E. ...... II&IIER A.In 671 A 17 107 "3 ATE floulk U 41, 44167 5 SHEET _M0 . p 1pZ FOM&M 6 3 OF 20 SHUTTER ASSEMBLY SCHE PZZI: 12-'�MIN. IIN HV M HV CA) LEV Cc 41 TO SLADE I P 2 HV BLADE I T_ E E —a—b —I i 281E_X .0625 14V BLADE 1A &N Y"a DOW SLADE .0'5" BLADE's �y HV LONG RECESSED NYLON BUSHING 2 61 KNUC" 3 (rip) 0.0621' HV SHORT RECESSED NYLON BUSHING Rt7 HV NYLON HAT WASHER (DOR (a be, fit. HV WHEEL CARRIAGE AISI :302-303 SERIES 4 A-2 0.870'x3/16" THICK NYLON WHEEL. 2 7YS"MIhL W WINDOW 0,188'0 AISI 302 SERIES S.S. RIVETS UL_f,.__41 315�"o CLEAR SEPARATION 1750o* BETWEEN HV 1 3/4- ACCORDION PIN W/ #8 HEAD EXTERIOR 13LADE OPENINGS ON CENTERS ffFua`�- 9 1A �C. X .71501 HV 2 3/4- ACCORDION PIN W1 #8 HEAD x 41 CLE W, POLYCARBONATE IMPACT RESISTANT HV WINDOW TYPICAL HV WINDOW 13 IA", AND T POLYCARBONATE HV WINDOW (D OR 0 or @ N,ts @ tt-IR NOTE ITC. (D S) OR @ j ie POLYCARBONATE IMPACT RESISTANT HV WINDO BAYER MAKROLON 3103 POLYCARBONATE r ICE RESINS, UV—STABILIZED GRADE OR SABIC NTS AT EXTERIOR BLAQE KNUCKLE FOR 10 SLAIIE BEITI)M INNOVATIVE PLASTIC LEXAN 103 RESIN HV Hy PIN REOUIREM17 HVI x 00 R (SEE NOTE "F" ON SHEET 19).(14 (1) KV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR POLYCARBONATE SOURCES FOR 44 HV 0 BLADE. EXTERIOR APRV= Resay 5. rrFKAL PRVLRM A80" TYPICAL SHUTTER ASSEMBLY NY PIN OR AT (2) HV PIN (9 X MAY BE USED IN LIEU OF AND ONLY AT 9.OR BLADE'S KNUCKLE.1. Lvnmu• EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV (D (SEE NOTE * FOR �Ec=cn- Isy.o7w 0013 AA�' 00.3 W/� BLADE WHEN CORRESPONDING TO INSTALLATION "Il", SHEET 7. REOVIREMENTS) TalOa vw STRENGTH ASASTMFLWAAL SIRD4Y=1m AT ASW D7" 2.500 P-1,1. U..00 P.1 (3) KV PIN 0 OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER FLORAoL Uxwjr AM 07%1 340MA P.L Us'affo"I SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. wlc�a 00 ANU 02M a".b/A 0 rf-0/,n SHEET SfJO�E WZrFY ASIU 02B43 *74 X e4lb r LIU N.*EL CARRIAGE DETAIL EMBLY LAYOUT PAU Or OU""'O mw am C-1 cuss C-t CLAW WY A:N=N ASTM 01929 1040 T oao-r yangor r. ASM 01 55 lm.r STAIUM *UJ�M AFM 4 ASN"a am P- eew p" ,=.."0"11 , AM M 1"411',.1 680 9 6) HV BLADE SOLID & ICA HV WINDOW BLADE DETAILS M ,111"a"' I N.T.S. .,I,1,5,A. ri, FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zen 02017 XTECO.INC, 0 2017 EASTERN METAL SUPPLY, INC. zv It "\rcEtus Z BERTHA HVDA Accordion Shutter System /T1 NE C 0 mc. A.S.S.A. H.Y. BLADE#1 W/OR W/O H.V.WINDOW MADE Amedcan Shutter Systems EV.No MWH BY, LC TILLIT TESTING & ENGINEERING COMPANY Ocs"IPTION DATE 0 $355tLw.34"�Sc.SN.305-VR=tk CARMM FLOROAssoclatlion, A 3310 In*. S OLD 15-085 7/27/17OA. 07/77�/�7 — no-- 005)871-1530.to.;(3051871-15314268 Westroads Drive 2 West Palm Beach. FL 33407 3 —DRAWING No ty W11 11 p -0'Ilt..04d.caon WALIEF?A.Tw Jr.P.E. 4 17-107 SEAL/SIGNATURE/CATE rLORIDA u-_1 4+167 5 SHEET 6 4 OF 20 N HV NTERMATES 0 c • 1, MANDATORY CONDITION I ONE HV LOCK 6 or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 2'AST, I LOCK 2 OF SHUTTER SPAN FOR SPANS UP TO 105.AND FOR INSTAIWOIlSd A111 1 ELEVATION. %1C of MAY BE AS AN —BE OR OUTSIDE LOCK,ATTACHED TO OR CMRMATES USED _TT14_ SHUTIEWR/(2) 1/4-0-20 x 1/2"LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICA 2.OF110" ' HIDITION ft IF DEst K kitliLH rLilt K&I FOR SECURITY PURPOSES, UP TO TWO HV LOCKS 45 , Qj OR qg MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES(2-1 44 __U7 MANDATORY CONDMQbL LOCKING RODS PRE Np7 R£OUIRED AT E POSITION, OUT MAY SHUTTER PERFO MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE HV LOCK SjiAii BE USED AT CORNER R ANY SPAN UTSIDE OR INSIDE LOCK, AND INSTALLATIONS AT 111'I'll 12 ATTACHED TO 0 CORNER CIENTERMATE W/(2) I x 1/2 LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS AT TOP& BOTTOM SHALL BE USED, LOCATION SHALL BE AS INDICATED ON 7WICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. OR �111 ASINDLO ft� CAR. BE t=1lNDICATED NON TIFICALSHM11 WEJEVATIO�N. TO ED IF DESIRE Z 0 ALSO E USED AT 5 IS)IPOSITION (NON HURRICANE POSITION}, AY A 8 AN INSTALLATIONS AT MFTM=DATORY=DMOH A! VAUD NIX FOR W LMTA A/SYMMMCA MNIMUM K MAY BE USEQ_IN LIEU OF W LOCK"or q§FOR ANY SPAN AND ALTERNATE LOCK q9 MAY BE USED AS AN ?NSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20.3/4-S.S. THUMBSCREW TO @1 OR 0 CENTERMATES SHALL BE MADE W/ 1/4'*-204/4'ALUM. bEz R(VNUr AS SHOV44 ON SECTION WE. SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO "I w LOCKS AT 1/3 OF SHUTTER SPAN, _ff NOITION 03 FOR KEVSTONE MOUNTING INSTALLATIONS: ONE HV LOCK G or @ of @ SHALL OF USE. AT 1/2 SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP e TO 98,AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK(8,or f _4 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHED TO @I or @ SYMMETRICAL CENTERMATES W1(2) 1/4'-20 x 1/2*LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS CONNECTION SEE OR Qj TOP AND BOTTOM IS COMPLETELY MANDATORY. D ETA Lr, . o> (:g> SHEETS 10 18 TYP. FULL *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER I, SECON13 k3MMM TO MANDATOOZ CONDMON #I VAUD ONLY FOR IT'I CIENTERMATES AND 0M CENTERMATE &, ONE ALTERNATE HV -t-LOCK L11)MAY BE INSTALLED IN LIEU OF KV LOCKS 14 OR�S FOR ANY SPAN AND LATTON AT ANY ELEVATION,ALTERNATE LOCK `,,JAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED 10 CENTERMATES 0 AND fff W/ 1/4-0-20 x 1 1/2'LONG S.S. THREADED BOLT W/7/8'0 x 3/32* @. WINGNUT OR W1 1/4'0-20xl- INTO A 1/4'ox 5/8'RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 70 @-(1) C7) @1 MAXIMUM A13OVE AND BELOW L(IDSPAN. USE OF TWO LOCKING RODS 01 TOP AND EIOTOM IS MANDATORY. @ @r,13'•(8) 08 0 @ @ 03 @-03• -NOTES QN NQ LOCKS &_Q NIERMATES: 1. HO UM(34 WZ NO CERTEIMAIM 61-11 OR W WI(31,ONE ALTERNATE HO LOCK(D WAYBE USED IN LIEU OF W LOCKS(7�OR I? N ALTERNATE CX(D MAY 0 ED TYPICAL MAY BLADE SHUTTER ELEVATION 0 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. TER TE NO LD 4 Y E USED AS AN INSIDE OR,OUTS15$LOCK.ATTACHMENT OF HO LOCK 4 TO is W/3#8 x 3/8'FH,SSM-S.AND INCLUDES N.T.S. REINFOI AS SHOWN ON SECTIONS H0B-HV8 AND DC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT PAIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS Es,is COMPLETELY opnowiL LDI FLORIDA BUI flitcone one Z ' TIL CODE(Non High Velocity urr 02017 EASTERN METAL SUPPLY,INC. 02017 TILTECO.INC. X";�ZEN...........S,`%.. BERTHA VTM Accordion Shutter System A.S.S.Aw /7T71 L7TE 7C70 7im7o \ H.V.ELAM#1 W OR W/O H.V.WINDOW MADE L TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems RM 0. OLS 15— DATr OMPAWN BY, r- TE I" Association, Inc. I OLD 15-085 2MM.DAM- 07/27/17 053 N.W.36ft St.St.,305,VtRGU;A CARXIM FLORCA 331f 4268 Westroads Drive 2 Phone-(105)871-15.10.ro.: DRAWING No --a:ul-ON6719 West Palm Beech, FL 33407 —3 C 4 WALTEPA.TILUT 4,RE. 17-107SHEET FIMOA"1 44167 5 E. SEQS1w4fU,,RE/DATE C 5 OF 20 NCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEWLE ON OR CONCRETE BLOCK REQUIRED 1/4'0-20x3/4'S.S. POURED CONCRETE- SHEET 13) r CONCRETE ANCHORS MACHINE SCREWS CONCRETE REQUIRED -,_.,I fflR .^i� (SEE 5CHEDUI.E OH W/ 1/4-20 REQUIRED -'— CONCRETE ANON 17 18 CYSTPVE(SEE DOUh?UIO®ON SttEE7 7) ' '-SHEET 13) NUTS 0 12'O.C. s (SEE SCHEDULE ON SHEET 13) ' 2aR LITn. t/4.0-20x3/4"S.S. - �LITn. t .-" EO EO MACHINE SCREWS EO EO s -r �=---- USING 1/4'-24 NUTS I^ "i 2" -- 79 E.0.• .z -Mo.. -�' t 3 DB )5 P t .250'Max. D. �5aG' �. -r.2 i r, OPTIOHAI. \-OPTIONAL MIN.SEPARATION TO CLASS T OR �h,^^��♦ , t. E%IS11N0 ' i I l'.�.' , i GLASS MIN, SChEDUILE ON SHEET I1)'�' t E%ISAHG , 0,4%S(DMaw e 1 MIN.SEPARATION TO CLASS ) GLASS---i ''-'"(5EE SCHEDULE ON SHEET it) i GLANS G"55 'c HV WALL HEAD�� INSTALLATION OA HV WALL HEADER IT g) HV WALL HEADER INSTALWION + KEYSTONE EGSTIN,G '� r--•---" 41 ! MIN.SEPARATI014 TO GLASS EXISTING t 1[N SERMATxN / 1 OR (1-1♦ I I, t 1 EXISTING,;—(SEE SCHEDULE ON SHEET i I} ) Ta CASS(AE I 1 1 MIN.SEPARATION TO OLARS CLASS r aN FEET 1 i^(SEE SCHEDULE ON SHEET L i} 1t rol RALE mR4 w al 9ELT to laa ' I 77 Y OPTIONAL Q'rl t EX15IRG w/E. ------ ` Fi ! III t/4'Max. 4 E.Dt -„_ Max. ( �oPnow,e. I I I I nR 15 Ii ti E.D.-( r I ti I I i i ,1/2,` �_ 19 E4 EO I' t ^� -- -v (3 aR y1, j z ti 114'n-2o.3/4•S.S. uln. ii '�--- EG ED PH!LLiI;TRUSS HEAD t/<"a-20x3 4"S,S.Pt4t t.iPS (_� MACHINE SCREWS USING .....___..._........'.: CONCRETE ANCHORS ._..,.,.._1RUS5 HEAD IMCHiN£SCREWS '-^CONCRETE ANCHORS ({ ace cn 1 S / 1/4•_20 NUTS O 12'G.C. l (SEE SCHEDULE ON w/ 1/4--20 RUTS 6 12”O.C. ' (SEE SCHEDULE ON SHEET t3) " { Mn�« POURED CONCRETE SHEET 13) POURED CONCRETE.J i 1 OR CONCRETE BLOCK CONCRET£BLOCK ( x �,$RRGRETE ANCHORS REQUIRED W REQUIRED CO) HV WALL SILL IMALLATION � (SEE SCHEDULE ON (t)HV HV WALL SILL INSTALLATION RED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL RECURRED BY WALL SILL INSTALLATION I ^ NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTER • E.O.-CODE DISTANCE ♦ SEE LIMITATIONS OF USE FOR in H V B LA D E ASSEM4(.Y 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS GTR SHEET 13) B1AD£�OTI SHEAT 19 IN ANYWAY TO SUIT ANY INSTALLATION. A � Ti FLORIDA T OR DA BUILDING 111���GL'rt CPODR N u V L� ITT FLORIDA $I�ILU'41ET LQU� NQTI Nigh iF BIOCit}' iiUFTiCflfiO ZOrtB ®2017 PASTERN METAL S�UPPL{Y,INC, \`1 •••• ✓ Q#0,7 ALTECO.INC. BERTHA ■♦�TM a A A Accordion Shutter System L E 4 O I N C. . N.Y. RADE#1 w/OR W/O N.V.WINDOW MADE ,r Q`Ati TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.RQ motivnittl DATE DRAWN BY. LC. 6555 N.N.SSU.S4,St.305.Lt"A GARM4,TioR4A 3116 Association, Inc. 1 -OLD T5-085 7/27/) LUTE: D7J27f T7 -' (���•Mjd ,• '��'�J�t. Pnana;(305)421-1330.Fox:(305)421-1531 4268 Westroads Drive 2 DRAWING No / �........ IN, e, I;wso aao6w.can West Palm Beach, FL 33407 3 /� ,rtt WALT �ALLlI'14r.P.E. 4 17- 07 P.E- SEAL/SIGNATURE/DATE FLORIDA L` +<44167 6 SHEET 6 6 OF 20 a"ND WALL CON ETS 10 18 SEE NOTES ON LOOKING RODS W I=*(D or OUT EXISTING CLASS INSTALLATIONS W.1 HV A140 ALTORNALTE HV LOCK 0 ON SHEET 5. 517N BLADE SUCK DETAIL HW IS VAUD FOR ALL BLADE WZ HV CENTERMATES COMMATES APPUCATION WITH RUDE© ',ONNEC71014 jEXMTING GLASS DETAILS ON SHEETS 10A I ———————— ————— -------L--- ——— ——— ————————----- —- — 3 1/4- 1. a 1/2" 7- (6063-T6#L!!n ALUM� ET YC ES ANCLE YAPCON 1/2' t W19 ONCREFE CEI A?4 C R I ITO CC 4T MATE CENTERMAT 1411 TO ION .,a TOP/Dorom)IT, I S SMS.TO TUBE #10.3d4 0 12* W/ HY !K !21 '5 W/ HV LgCK SEE SCH C.FULL LENGHTL AT EACH AAKTLE�(TYP) F JN (3 ON SHE it 5 1,ok 1 BoA NN 1� I/' :�z 1/2' IF 3 _ 2 0 0 0 8 -@-0,Q-C8 HVB FOU7T HVQ HVA 7 fipSTING GLASS POURE ON �E'OR FIL: Elf-L C. lALJ- 1I.KiED 6 7 CR 6 7 F-- SYMM —I M, I N ] u.SEPARATION TO GLASS CENTERMATEa EE SCHEDULE W1 HV LOCK NT (S ON MIN. S ON SHEET =IN k 11) (INTERIOR) -—-—-—/- —-—-—-T_4 CLASS -TCONCRE OPTION TE AL OUT "K j ANCHORS �D� 16'0 3 VARIES s•+j 3 6 1/2MAX.SLACK 90, FO U T - OUT (EXTERIOR) HVE BVF** IT'llill kLV D 7w. -- FLORIDA BUILDING CODE Hon High Velocity Hurricone Zone: ...... 0201?T(LTECO,D.C. 2017 EASTERN METAL SUPPLY,INC. —WERTMA FIV — TM Accordion Shutter System /�i L �Ec o�,m c A.S.&A KV. MADE#1 W1 OR W/O KV.WINDOW RADE American Shutter Systems �&V.H. DESCMPTICII OATE DRAAil BY. LC, LIT TESTING & ENGINEERING COMPANY 71L -- 6355 N.W. Association, Inc. I OLD 15-085 07/27/17 DAV- 07/27/17 Phone z(30$3877-145130.Fa.:(305)871-1531 2 DRAWING No 4268 Westroods Drive ........ tatcao..U� West Pulm Beoch, FL 33407 3 ED-OWS710 — 17-107 WALTER A.TILUT J'.P.r- 4 — rlol'�Ll.f 44,67 5 SHEET FIX, 'L RE/DATE 8 OF 20 ALTERNATE INSTALLATION WjHV " " LOCKHV MA "T" LQCKSC TE S 8 LO KE 1 B p SEE ENO CONNECTION DETAILS INSTALLATION Ci) HV BLADE oUT iid "�f E NO CLAW B1AN(DsuCA VusL tw,OSACATED OR SHEET B. W/ HD CENTERMATES AS KEIT ASUNNERMA7.nDATWD BUDC 0DETUL 1414)O-KM-M . 1 «®«\:J•ll«� 10•�« 0l01CA1m ON inks SHM.L«Y ez um wmt TRIS AOCRUATF SEE END WALL CONNECTION 1,10• «�•�'«©+�« IIISTALLATION DflrL4/IVC SHOW w n,rs SNtcr. DETAILS ON SNEE S 10 A 18 o•o•a�«o•a•®« (GU31-T$AlOt7 NJ1Y- «1 35* A, 35 AN•RE eAw e� 1{p.0 Tu�rn�� we I CoPnawu) 4 (orrtof") (T0P/80R011} ,/1•SLAS.TO iUdt i /� f1�o Q rrua"haq. t Al rA,ZT2`(iw) ((� (a)H v' N N)H'v' 3 ro 0 Hv 'T" Pws fiYP.) 7 JjL. Puts(Tip.) it 5 LOCK ONSIDE) -- 1—t-- o7/ m 1 _.__tee0l .rte _ �.__ _ _-2 2a' 0 oR2 * 3 31 oR 32 31 oR 2 3 31 oRQ 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 -° 35* (gPDawW 'k sEe T1a2E 6 roa Rv mCx 3�. * Wj 7/8"0 x 3/32" WINGNUT. fDPTTroRAU NDS—HVB {)UT NDC—HVC I LCYN.q7/SHEET 5. ('� SYMMETRICAL ISD CENTERMATES (1 Hv •'T" LOCK (OUTSIDE) SYMMETJj}CA HD CENTERMATES (2t LOCK INTERIOR) W/ 3f'� LOCK (EZ(IERIOR) � ( 't'sorts Dasa ALIa'L31Vv (10241 3 ALLOT)LARGE nANM TUN jtC,�,�, y®�°+�,(�,•�a`":1'1.:7•�' SNLE1 NUTSERT.PMT 11 0820, AS L"VACTURW BY AVDEL CHERRY — TCATDRN,PARSPPurr.NEw JERSEY (D-Q-@-&Q-@-/"� 07054 CR EQUAL. _ ,(�,®a(,'}„@-@•Ash q�,^�, ••—• • - 3 -•-. MOILS ON LomW R=p k b®w=ON SMLT 5 iA UMIL.nWia.0 MADCO LET"roDD-BA IS VALO TOR ILL CtNIQiW115 OFUWT S"H DIADS fD NDD—HVD FLOATING STACK A. �''-. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1 02017 TICTECO,01C. 02017 EASTERN METAL SUPPLY, INC. ,, pct�►� . BERTHA HVIM �• rL E C O lMc. A! ■+ Accordion Shutter.System ■ ■ H.Y.BADE#1 W/OR W/O H.V.WINDOW BADE TILLIT TESTING & ENGINEERING COMPANY American ShuHer $Y$t®m3 CV,f DESCRIM11 DATE DBABN BY: Le O $ A Association, Inc. i OLD 15-085 7/27/1 aAw- 07/27/17 ` � '• 1 6555 ft.w.SdiA.St.,Sts.305.NRCR&l t:ARDEflS,ROROA 3316 0 N N Phom,:(305)871-1500.Pox (305)871-1531 4268 Westroads Drive 2 DRAWING No •' a-mal:Mt—ft.l.00m West Palm Beach, FL 33407 3 ONgL E� 1�I EB-Eoab�18 17-107 ,Nr WALTER A.17LU7 Jr.P.E. 117J'L noRDA h g++t87 5 SHEET P.E. SEAL/SIGNATURE/DATE D e OF 20 II -----' - POURED CONCRETE POURED CONCRETE -POURED CONCRETE _ t.� POURED CONCRETE OR ! J OR CONCRETE DR CONCRETE OR CONCRETE REQUIRED BLOCK WALL t, BLOCK WALL REQUIRED 1 BLOCK WALL REOUtRED f - BLOCK WALL REQUIRED t EXISTING GLASS I EXISTING GLASS 1' CONCRETE ANCHOR J-EXISTING CLASS - - - .._. y 2•MIN. EXISTING flVS�St 0 16"O.C. J_'�. -,.1) '..1 lRN.STPARA7fON ".� -'..(1 .,-'� r--1" 1' _�_...F ^+- 0 MASS(SEE 2" MIN. i0 GLASS{SEE `! IxtJ.:FFARA7IAN SCHEDULE QJ 9,xH�FkT LnN,.SEP/RA7YXt f EO EO TO LiJSS{SEE I i R6N.SEP/RA710N 11 FOR SLADE Uf�Q TSE2 OtAF SGE7 t�� #} TO GLASS{SU SCHEDUE Ott SHEET 7/16'x3'LNSC CN DEET t9 EOR SAND t SCHEDLU ON SHEET L If FOR BLADE mAND (6063- NF. m�® i-ON W7ES�Qk tf2" 1ONFSHEET 19 FOR LOCATE A ON SHEET 19 FOR L4 CLOSER _ l ,-.-�- �p O EfTN R SIDE ` BLADES M& PLATE. LOCATE tI2�/ I E 5 ) AT ERH OF Sa} MI 1 USE V OR 2'MAX, Ile MIN. r -- --- 1 g1ox1/2•s.M.s..-,/� ( 4_ t {tS APPLICABLE}x2'xTf$'xD >{ giDxr/2'S.M.S J D 16'O.C. I ____— _- < ALUMINUM CUP ANGLE — ' j (6063-T6 ALLOY}AT MIDHEIGHT ! 16^O.C. p}gIOx1/2•S.M.S.To (12)1/4^0 TAPCONS ANCHORS FO WALL AT t"O.C. (LOCATE AT SEE DETAIL X F { DR ®• EITHER SIDE OF Q) OR �• TIO SIDE CONNECTI N ') OR �• SEE DETAIL X FOR [�OR �• TO TRAC SIDE CONNECTION i a0-0.papdp.0o SEE DETAIL X FO 310E CQNNEC'a _0_° 'Q'^1:.J"L•�J`®' n a$ 7 w$ 10•®n TO TRACKS / a a 6 ]n$ •�°' /i�* n0Ay�•�+0.0a TO TRACKS i 1 •®°'�' \:!• n L 1D•�^'0•0-0•� l:l•1J•K::/°r • .��•�,n 6'@• -@-Q)-@w 0:0.0-0102)_ a 60( r�n�6�rUj' •�n. Qx,[dns't,•.taa/l.R�j v -@-0-@-Q)-@w®n�Q•�n � ®n�•��t:!•�n ®•®°'®•xA.�:xnV•�n 6• 9. nA�, 6 n QS-®°'©• 0 �°• Q•�n�•®n® '�• 0•�a�•xa�•0 n� �n�Yl l'.i?,0 `"l.'C.,7 $t'- ®�.�n�.�a•0+� END CONNECTION DETAIL 1 END CONNECTION DETAIL END CONNECT[ DETAIL EDD CONNECTION DETAIL.Q + REQUIRED ONLY FOR SPANS GREATER THAN 12'-D' NCRETE ORCONCRETE ,y-T,RG `meq' /-EXISTING GLASS REQUIRED BLQOK WALL CLASS ~---� -.�/-�•y. ------ _ Lfj— -T _-__---- IATL SEPARATION 61ox0 1 S.M.S' `$ __ - -- -TO GLASS(SEE L3 16`O'C. A^ATiOl4 V/)t n --- - 51 F Cf1 SHEET QA40 CONCRETE 1/2"MIN. 15tT1EDUE ON '"^•_ '__- �OR®OR�OR ` ON SHEET i ANCHOR 0 11 FOR RADE ON aD _ --_ __ _ 1�OR130R(90R@ BODES m4 12` ON SHEET t4 FOR COANCHOR_'+�\ i EQ �_/ RAOES Q& i _ OR@ ®O.C. L='"-' i f 216' 'MIN. _ -� _ 1/�_MIN. j.. - __ --7_ ..__....-! �.._ EQ - --�.. OR$@OR(qOR Y MIN. 2`MIN. ♦ SEE UtgpoNS OF USE FOR VIEW y BLADE t0A ON SHEET 19 @OR©OR(qOR@OR@ ..LLEi[.4.-L I s 1 OR PLAN DETAIL X POURED CONCRETE QR ®€ �®•O� ^ •� , n END INSTALLATION�Q7 ate© CONCRETE BLOCK 5'/ALL f0-y�a�•�a .®a REQUIRED 6�' '7o" jn 6�'7Q'�a ' HV BLADE OR AA) HV WINDOW BLADE INTO �•Q�n�.4�C$7r $• n CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q Q'@-@ din ®n r 'r� � FLORIDA BUILDING CODE{Nan Nigh Velocity Hurricane zone 1+LL� •' p" 02017 7riTEG 02017 EEA'STE�RN.METAL SUPPLY, INC. BERTHA { A■ ,. ��. Accordion Shutter System KV. MADE#1 W/OR W/O KV WINDOW a" ;huffier S stems tJpr : TILUT TESTING k ENGINEERING COMPANY Y REV.No otscarnnoNoArC 6RAn1r m. La GTL.'•.Rl in �Q 1`` 6335 N.M.366+.5+.Sia.105,M=MA C"thm,MR"33te Associ0})Onx Ina. 1 QLD 73-085 7127/1 wtc: 07/27/17 Pham:(30s1671-13ao.Fax:(30s)67+-+531 4268 Westroods Drive 2 DRAWING No y� et0.t—ft cam West Potm Beach, FL 33407 3 17-107 -•, WALTER A TILUT J,P.E. 4 '"r'rrsrrrrTxx FLORZU.Ut 1 44167 S SHEET P.E. SEAL/SIGNATURE/DATE 6 10.01F 20 s 1Qff&ULL11 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTERSPAN* "L+" OR MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+' (ft.). FOR INSTALLATIONS W/ M—F, OR "L-' (ft.) FOR OR -L-- (fL) INSTALLATIONS or 1w NOTES, 9-179 or INSTALLATIONS W1 QPPOSING IN L CENTERMATES CONCRETE WOOD (1) L+-.MAXIMUM ALLOWABLE SPAN FOR A GIVEN W1 ONE H.V. LOCK I:& or @ or%or W ONE HV LOCKS MANSORY POSITIVE A.S.D.DESIGN PRESSURE RATING. W HD LOCK (2)W/ NO LOCKING RODS &)rR11/V/ON10 LOCKING LE'U L-: IAAX,ALLOWABLE SPAN FOR A GIVEN NEGATIVE or ONE V LOCK or OR WALL A. B� C� D. E. m, N. 0. P. 0. A.S.D. DESIGN PRESSURE RATING. 'AV LOCK r It D CENTERMAig 283 29 W1 ONE W// NO LOXXII RODS Vol S MOUNTING F, K & L R, S, & V. Ho"T" LOCK 30 W/TWO LOCONG (SEE NOTES t tt) (VAUD FOR MOUNTING 0 (2)PROCEDURE 10 DETERMINE MAXIMUM SPAN FOR RODS 35 P & BOTTOM JfSEE SHEET 7) FLOOR/CEILING G. H. 1, 11, J T, U, IN & X WALL MOUNTINGS (TOP/BOTTOM) ON FLOOR/CEILING: CONAREI&000,INSTALLATIONS CONCRETE&WED CONCRETE MOUNTING & M D'� wxwm GWEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, As M�UUU INSTAL ATI ASO.DCMON DETERMINE MAXIMUM SPAN 'L+*FROM SCHEDULE. 121 A.SO.OE20 INSTALLAII­5 Tu w PRE WALL MOUNTING FLOOR/CEIUNG PRESSURE WALL UO tMUS FLOGRICIDLING MOUNTING GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, RAT.4 MOUNTING RAVO,4 OR t�"' FLOOR/CaUNG MOURRHo (P..F.) DETERMINE MAXIMUM SPAN %-'FROM SCHEDULE, (+CA 1) OR FLOOR w2pto kNo 0 OR-) L I (a) L-(0) 0 MAXIMIJU SHUTTER SPAN 1+'OR *L-1 FOR Lf-0) 00 INSTALLATIONS INTO VZOOD SMALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE it (0) L-(ft) t 4 (ft) 1.0 TO ORLES _16,_0, 167o, 767-—o 16•-G' 16,-0" 16l-0o 30 16,-w 105 pil.A�&D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND 'L-'. 35 14'-1D' 14'-10' 15'-2' 19'-�U' 35 14'-10' 14*-10` 35 0* (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 40 137--10- _r37__M__ 14'-2^ 15'-2' 40 131-10' 137-10* 40 30 t HV CORNER CENTERMATE#3 MAY 9 COMBINATIONS IN BM(EEN WALL MOUNTINGS 45 13'-1' 13,-1, t3'-4• 14-3 45 IX-1, 13'-1' 45 131-4, 14*-Z* E USED AT ALL W/FLOOR/CEIIJNG MOUNTINGS; K50 • 13'-7' 50 12*-S�, 12'-5' 50 12*-3' 13'-1" MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS IV-10, 111- 55 11'-1' IV-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 55 11'-10' 1 V-10' 12 IV-11^ 55 To* 1E — NOTE 05,SHEET 5� RATING: 6 D 7_17--4—-i-I r-_4 -iTr--7_- 60 11'-4- 10-2, lo'-1 I" 0 12'-4" 1 V-4' DETERMINE: 6510,-1* 101-10, lo'-IO' 65 101-10' 101-10* L,+- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 101-1. IV-6- 10-9- 11'-5" 70 14,-6* 110'-fi, Ll+= MAX.SPAN FOR FLOOR/CEIUNG MOUNTING W-0, I tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS, 75 10'-4- 11.-1, 75 101-1, IV-I* a a 9w-10* 9-10, SFAjq'L+'OR'L-'AND mAXIf_qjM AS.D,DESING 0 9-10- W-16" to'-0' 10'-9' 80 FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE — To,— RAPNGi 85 9- 6- 9�-_q -51 85 W-6 PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE 90 9'-3, 91-3. 9.-5. to'-i' so W-3. 9,-3" OR CONCRETE BLOCK SMALL BE LIMITED AS FOLLOWS! DETERMINE: I- CONNECTIONS TO KEYSTONE MOUNTING Li- MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9,-I0, 95 9,-0- LIMITED TO +64.-72 OsJ. AND 8*-0* SPAN, SEE L2- MAX,SPAN FOR FLOOR/CEILING MOUNTING _3D0_.,.__..-gam �-7 tOq 8- MOUNTING MOON SHEET 7, INSTALLATIONS. 8'-7" M ALLOWABLE SPAN IS EQUAL 70 THE 105 7'-Il- 9- -4* 105 8'-7- 8*-7* -7" FINAL MAXIMUM MINIMUM BETWEEN 'L,.', %�-% 'I,-'AND 115 2r-4' W-11' 115 e-2- V-3" SEPARATION TO GLASS SCHEDULE Lz- 120 8'-2' 8'-9' 120 8*-0' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10` 8*-0* a*-s* 125 7'-10* 6*-8, ALLOIVA13LE SPAN AND NEGATIVE A.S.D. DESIGN 6. PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 130 7'-S' 6 F*-5' -7'-10' 81-1. 120 WIND ZONE MINIMUM SPACING, IV 7-7- 6`-2' 135 V 1,35 7--1- 6'-2' 7'-5- 51-11, T!j7_ ASTM E-1996 SEPARATION L4O V-5- w —'-7- 7'-6' 140 — TO GLASS 145 7'-3- W-9, 7'-5' 7'-3' 145 7'-3' 5'-9- 150 7'-2' - 5'-7' 7'-4" 77--0- 150 2- 6'-7- - �_ 155 7'-Q 5-5. 7 i'--2,r 15.9— 5. 1 THRIJ 3 160 —W-2" 7*-1" 6*-7" 160 6•-It' T-2" 165 61-10" 51-1. 7'-0" 6'-4' 165 6-10, 5'-1' 170 4l-It- —6--tt- 2* 170 6--9- 4*-11" 175 --6'---7- 47-9' W-9' -0' 175 6'-7- 4-9' 180 W-6, 4'-8' W-8* V-1v 180 61-6* 4--6' 185 6--5- W-7" 5'-8* 185 6,-S, 4'-6'SDO (D1 HV BLADE. 6'-4* 4'-S- 157--8' 75'-6• ISO 6'-4- 195 fi'-Y 4'-3' 19-5 6-3- 4'-3- 200 o*-!* 4-2' 6'-4* W-3" 200 6-2' 4'-2- 205 W-1, W-3- 5._I. 205 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02017 TILTECO.INC, 02017 EASTERN METAL SUPPLY, INC. ............ ENS, '�P% 13ERTHA WIT %L Accordion Shutter System E c'p .7 A.S.S.A. T L KV. MAX#1 W1 OR W10 KV.WINDOW BLADE American Shutter Systems IIEV. uscRiptioN DATE DRAWN 13Y.W(ty./L.G. 4-, TILLIT TESTING & ENGINEERING COMPANY M5 WK 36th, Association, Inc. I OLD I5-0155 07/27/17 DATE- 07/27/17 Ph- (WS)871-1530.Fa.:(3D5)871-1531 4268 Westroods Drive 2 DRAWING No vni-- West Polm Beoch, FL 33407 3 — 17-107 to-OW67ig 4 WALTER A 71LUT J'RE FLORIDA Lk-#44167 5 — SHEET P.E. 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SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ,A,G•DESS NFG",TNE IPRIP RE(je1InGANO UNTING TYPE FOR GONGREiE OR CONWJE_BLOCK•INSTALA'n (SFE MOUNTINGS E,G,k H ON SHEETS 6 h 7) 1.ANCHORS TO SUBSTRATE SMALL BE AS FOLLOWS: POURED OOI4CRETE BLOCK POURin CoMaRm (A) TO EXISTING POURED CONCRETE'(Min.CC-3 Nei) MAIIMUM (g)WALL SILL t30UtA4TlNG. CEILING MOUNTING FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I,T.W.BUILOEX.(Min,f'--3 h.1) ANCHORS SPACING I EGEND -1/+'0 x 3/4•At POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT do SPECIALTY COMPANY. (Min.ec-3 W) SPAN 00 SON NEGAIP { R4TWLO SA,OESGI 10:G494E P10393aE R4TC.E .BE"WATT& aAILYG - 1/4'0 BLUE TAP CONCRETE ANCHORS�W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC.(Min,I'c - 2 401) TAPCON OR 114*0 IAPPER+ALCMORS AS MANUFACTURED BY POWERS FASTENERS,INC_AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 3O 4O 60 75 90 120 160 205 30 W 60 75 00 120 Ib0 205 3q 4D 80 76 80 120 150 205 TAPCON WITH ADVANCED C0.PANY OR At1Y OTk#ER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 B 8 6 8 6. 14 12 10 8 a 8 s B 14 12 t0 9 B 0 6 6 THREADFORM TECHNOLOGY (Min.Ye J x21) 3'-D" 14 12 f0 H 8 11 6 6 14 T2 f0 H 8 8 6 6 I4 12 10 9 8 8 fi 6 ALL PORUS SOLID-SET OR 14 12 10 9 8 8 6 6 14 12 18 9 B B 6 6 14 12 10 1 9 B 8 6 5 BLUE TAP 1W/CIDP NOTES 14 f2 10 9 8 e 6 7 14 t2 10 9 a B 6 6 14 12 10 9 8 8 6 6 TAPPER+ Ai)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 e 7 5.5 J.5 14 12 10 9 B 8 6 6 14 12 10 9 8 8 6 5 ANCHORS IS 1 3/4,AND FOR BLUE TAP W/CAP ANG14ORS IS 1 1/2'. 4'-0' 14 12 10 9 B B a 8 14 12 10 0 a 8 6 6 14 12 10 0 8 8 8 5.5 t4 12 10 9 8 a 8 4 14 t2 10 9 8 8 6 4.5 14 12 10 9 8 6 4 35 A.2)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 1 2 Ip B e B s 4.5 If t2 f0 9 B B '8 S,5 14 t2 t0 9 B B 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4"9-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO •SEE LMnAT8N15 Or WA r6R 14 12 10 9 7.5 5.5 35 - I4 12 f0 8 8 8 0 S 14 12 10 9 6 7 5.5 4 HiA96 ON SKEET t9 •AND t'MINIMUM FOR OVALIS WITH NO STUCCO. 5,_O. it 12 10 9 8 8 6 6 74 t2 IO 9 6 8 0 5.5 14 '12 10 8 0 8 6 45 t4 12 t0 9 8 7 ♦ - I4 12 10 9 B 6S 5 3.6 14 I2 ID 6 6.5 5 ]5 J A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 f2 to 9 b 7S 45 - 14 12 10 9 8 8 6 4S 14 12 19 9 8 6 4.5 .75 ANCHORS SINAL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SND WALL FINISHES.ANCHORAGE SMALL BE AS INDICATED ON f4 IZ 95 73 8.5 45 - 1a 12 10 D H 7.5 SS 4 T4 12 10 0 8 5 4.5 3.5 NSTNtATIONJINTTO)ABOVE. FOR fl S WITH META.STUDS SEE INSTALLATIONS VINYL 20. SIDING OR EIFS YBTM OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 8 8 6 - 14 12 t0 9 a a 5 5 is 12 10 9 8 65 5 3,5 14 12 -1_0 9 7.5 S.5 3 - 14 12 10 FA5 7 5S 4 3 14 12 8 6S 55 4 3 (8) TO EXISTING CONCRETE BLACK:(ASTM C-90) 44 t2 10 8 8 6 - - 24 12 t0 9 b 65 5 3.75 t4 12.10 8.5 0 5 4 - - 1/{'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W,BIALDEx. 14 12 0 8.5 5.5 3 - 14 12 t0 9 8 6.5 4.5 3.5 14 12 10 0 7 5 3.5 3 - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT h SPECIALTY COMPANY. 14 12 IO 9 8 8 - - 14 12 10 9 6 7 5 4 14 12 10 0 75 5.5 •4 ] - 124.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORNA FASiTNERS DIRECT,INC. 14 i2 t0 B 6.5 a - 14 i2 9 75 B 45 3.5 - Ti 10.5 T 5.5 45 3.5 - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY I4 12 IO 8,5 7 4 - - 14 12 t0 9 7 5 4 - 14 12 9 7 7.5 - - COMPANY'OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WRTTS THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 11 it 7 SS 45 - - 14 112 110 9 7 55 - t4 t2 9 7 45 B'-q' 14 12 10 9 8 65 - - 14 I2 t0 9 8 - t4 12 t0 8 6S .5 - NOTES: 14i2 0.5 7 55 J - - 14 12 6 65 5.5 s 3 - 12.5 9.5 6 5 4 3 - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON i4 12 9.5 7,5 6 - - 14 12 19.5 8 LL5 5 - - 14 121 8 6 0.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". TJ 9.5 KS 5 J.S - - - 14 12 10 8 65 S - - t{ 12 8 6.5 S 4 - B«_0. fi 12 TO 9 8 - - - is 12 10 9 75 +5 - - 14 12 8.5 7 5.5 4 - 5.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'AL POINTS SOUD-SET ANCHORS SMALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO t4 115 75 8 1 - 14 11 7 5.5 S 3.S - - It a 55 45 J.5 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. t/4'0-20 SS.MACHINE SCREW USED SMALL BE 11/2'LONG MINIUUM SHOULD STUCCO t4 72 8 f5 - 14 I2 8.5 7 65 ♦ - - 14.16S 7 55 6 i.5 - - EXIST.AND I"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 9 7 6 4.5 - - 14. i) 7 15 4,5 JS i4 tT tp 9 7.5 - - is 12 10 6 65 9 - - 14 t2 B 6 5 4 - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. ID'-O" 14 /O.5 7 5 JS - - 13 12 10 5 4 3 - - ID 75 S 4 3 4 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL nNISHES.ANCHORAGE SHAT BE AS INDICATED ON li ft 75 5.5 - - 14 Il.i 9 6 5 4 - 125 9S 6 5 4 4 NOTES p.l)6:B.2)ABOVE: FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 10.5 8 5 - r-_ 14 12 8 6.5 5.5 4 - - t3 10 65 5 4 3 - - FOR INSTALLATION INTO ELI'S WITH METAL STUDS SEE SHEET 20, I I'-0. 14 12 10 - - -R 14 12 9 7 6 45 - - 14 10.5 7 55 4.5 3.5 - _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING All.OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12.5 95 9 - - - IT 9 6 45 4 3 - - 9 7 45 3.5 3 -'1_4 10 7 - - - 14 10.5 7 SS 4.5 - - t.6 ILS 5S 45 3.75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FqR ANCHORS. 9.5 7 4S - - - - - 14 115 75 8 5 - - - 12 9 6 4.5 4 - 12•-0. 14 12 10 - - - - 14 12 8 e5 S5 - - i] 10 6.5 5 F - - - EDGE DISTANCE VERSUS SJ?gCtNO SCHEDULE EOR ANCHORS: IS 65 A.5 - - - It B 5.5 4 3-S - _ e 6 4 3 - - - - MAIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.M LESS TH-N THE IRIACATED.REDUCE ANCHOR SPACING T3.5 45 6 - - - t3 95 6.S 5 4 - - 10.5 8 S 4 - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. g },5 - - - 14 105 7 5.5 4,S - It 8,5 55 4.$ 35 - R€OUCED SPACING OBTAINED USING FACTOR SMALL NOT BE LESS THAN MINIMUM SPAC1140 INDICATED FOR EACH ANCHOR TYPE. t3"-0' f4 12 - - _ -'^ 14 11.5 Z5 8 S =- _ - 12 9 B "i's"'4 _ _ FACTOR las e - - - to 75 5 4 3 - 7.5 5s 4 ] ACTUAL TAPCON WITH ADVANCED TAPPER + EDGE TAPCON ALL POINT SOLID SET BLUE TAP W CAP 125 TIS - - - - 12 9 6 45 4 - - - 9S 7 S 4 - - - THREADFORM TECHNOLOGY / MN.SPACING 8.5 6S. 5 - - - - 105 75 6 4 - - - V 0 DICTAHCE MIN.SPACING a 3' MIN.SPACING=3" MIR SPACING 3 1/2' MIN.SPACING..3' 3 3/4' 4' 14 12 - - - - 14 10.5 7 5.5 - - - - 11 DS 53 45 E.D. 14-D' - - - 9 7 4,5 J.5 - - - 7 5 3S S - - HV 13LA DE WZPOURED CONCRETE k �D CONOSTE CitAT�tE E4LQC POURED CONCRETE& POURED CONCRETE&FO RED CONCRETE CoNam a= 15 B 9 6 Sb 4.5 - - - H 6.5 45 - - - - - WINDOW CONCRETE flLOCK UAL Ea-3 I/2" MIL E0..2 1/T• CONCRETE BLOCK CONCRETE BLOCK MR ED."3 1/2'WL EA.2 IA" MIL Elt MN.EA.3 7 MR COL my 12 9 6 - - - - 95 7 4.5 - - - - - J" 1.0 0,90 1.0 0.78 1.0 004 1.0 " 10 6.5 - - - - 10.5 8 5 - - - - BLADE WORKING 2 1 2" 0.01 t,0 - - 0.67 1.0 H - _ - - - B5 65 4 - - - - NLS s J - - - - IN UNISON 15'-0 ♦ _ - - !0 - - OS 8 5 - - - 85 6 4 - - - 2' 0.71 0.51 7 - - - & - - - - 1 3/4' - 0.91 - - - 0.43 16' 8 •_- - _ _ _ - t e 2_6Qs 4 - - - - a 45 J - - - - 1 1 2' 0.35 - - 95 - - 95 7 S - - - -` B 6 4 - -. - FLORIDA BUILDING CODE(Nonp- -DHigh Velocity Hurricane Zone: 1`14II00" r`*�IE rz fµ 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA`C VTLf viCFNs i � Accordion Shutter System 0 1 L E C'C INC. Q■ ■ . ■ N.Y.RADE#1 Wf OR W/0 KV WNDGW EaL DE TILUT TESTING k ENGINEERING COMPANY American Shutter Systems Ev.No ocscalPnoH DATE I OAAWIL tlr: Lc. .�': Tiry :• ; 6355 N.ir.360x. 05 SE.St 3 ,VIRWCA GARDD:S,FEMOA 3716 Association, Inc. i OLD 15-085 07/27/17 DATE: 07227/17 ++^ i7F : Poo":(JOSJ871-1530.Fa:(]05)871-1531 4268 Westroods Drive 2 DRAWING No '•."��1p'Z -`lt�,�,+ r al t84co0a0Lcam West Palm Beach, FL 33407 3 17-107 _1�7 = aA•'•••••••r`� ,11t WALTER 0.n Lift Jr.PSE. ;Y71'+ ! F10RIIDl Uc,r 44,67 5 SHEET P.E.S[�+�f Ai ftp DATE 6 13 OF 20 AF MAXIMUM ANCHOR* SPACING OM) SCHEIUJEQ8 A GM MAX, SHUTTER SPAN, A.S�D DESIGN NEGATWE PRESSURE RATING AND A CDRRESPONDIN A101UNTtNG TYPE FOR QONGRETE OR CONCRETE BLOCK INSTALLATIONS (SEE UW.OW6S I.J,IC&L ON SHEET 7) POU RID CONCRETE POURW CON BUCK ANCHORS SPACING LEGEND mamm I WALK OVER& t TRENCH J%„�RAINGUARO MOUNTING (8)wALL/FLOOR MOUNTING (DwALL/wALK OVER Mow-nNG OR $PAN -DUO NEGATOPW31.IIfi PAWING(par 0.aCSCN AEWW PNES+SUR TGT04D(pal SA DC50V 9=0C pow RATK(p} M DMZ BSULNE I RAW Od. TAPCONAWITHN ADVANCED 30 41i 60 75 90 120 t60 205 So 40 60 75 90 t20 160 203 30 iC 80 75 96 120 160 203 30 40 6o 75 9D 52a 160 2os THREADFORM TECHNOLOGY 14 12 id 9 d 5 6 12 12 12 12 12 13 8.5 ff 7 7 7 7 7 7 7 3, 5 5 5 5 5 5 ALL POINTS SOLID-SET 3'-O' T4 L2 10 6 8 0 8 8 12 12 L2 12 12 12 9,3 7 7 7 7 7 7 7 T 7 5 5 S S 5 3 5 5 R LESS t4 12 10 0 B B 6 6 12 12 12 12. 0.5 8 6 4.5 7 7 7 7 7 7 7 65 5 5 5 5 S 5 9 5 BLUE TAP 14 12 10 9 8 8 6 8 12 12 12 /2 72 l0 7.5 6 7 7 7 7 7 7 7 7 5 S S 9 S 5 5 5 TAPPER+ 14 12 10 9 8 6 8 B 12 12 12 12 15 05 63 5 7 7 7 7 7 7 5.5 4 5 6 S 5 5 5 5 4 4'-0" 14 12 Ip 0 B 0 8 6 12 12 12 12 12 95 7 35 7 7 7 7 7 7 7 7 -ar- S 3 3 5 5 5 T4 73- 9 8 8 6 6 12 12 12 9.5 8 8 4,5 15 7 7 7 7 7 7 0.5 3 5 S S 5 S S 3 5 14 12 10 9 B 8 5 6 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 5,5 S 5 5 0 5 S 5 5 14 L2 10 9 8 8 6 s 12 12 12. TL fl 7 5 4 7 7 7 7 7 65 4 3 5 5 5 5 5 5 --4 3 5,-O" 14 42 10 9 8 a fi 'e 12 12 12 i2 TO-7. 5,5 4 7 7 7 7 7 7 7 7 5 'S 5 5 5 S 5 S t4 12 t0 9 8 B 6 6 12 12 95 7-516 4.5 3.5 - 7 J 7 7 7 7 5 3.S 5 5 5 3. 5 S 3 4 T4-12 t0 9 8 0 6 6 12 12 12 9.5 8 6 45 - 7 ? 7 7 7 7 S.S 4 s 5 S 5 5 3 5 4 SEE ANCHOR 14 12 IO 9 8 B 6 6 12 12 1.5 9 7.5 55 4 3 7 7 7 7 7 4.5 3.5 5 5 5 5 6 4.5 a:s - SPECIFICATIONS 5'-O, 1< 12 10 9 B 8 6 6 12 12 12 10 B 6 tS 3.5 7 7 7 7 7 7 7 7 S 5 5 5 s 3 5 5 ON SHEET 13 14 12 tp 9 8 8 6 6 12 T2 a 6 5 l 3 - 7 7 7 7 7 55 4 - S 5 5 S S 5 4 3 14 12 la 9 e a 6 6 12 12 t0 8 6.5 5 .75 - 7 7 7 7 7 6 4.51- S S 5 ! 5 5 4,5 - If 12 ID 9 9 B 0 6 12 12 10 a Ti 5 3.5 - 7 7 7 85 6,5 4 5 S 5 S S 4 3 - 7,-O• 14 12 10 9 B B 6 8 I2 12 12 8.5 7 S 4 3 7 7 7 7 7 7 7 6 5 5 5 3 5 55 S 5 14 12 10 8 8 S fi 6 12 10 6.5 5 43 3 - - T 7 7 ? 85- S 3 - 5 5 S 5 5 S 3.5 3 14 12 10 9 a a 8 6 12 12 0.5 7 5.5 - 7 7 7 7 7 5 - 3 5 5 5 5 5 4 - Q VAUD ONLY FOR UP TO +70, -^75 14 12 10 9 6 S 6 - 12 12 8,5 7 5 4 - - 7 7 7 55 4.5 3 - - s 5 5 S 4,5 35 ^ PSF A.S,D DESIGN PRESSURE 8,-0' f4 12 10 9 e 9 6 - 12 12 r05 7S 6 - 7 7 7 7 7 7 7 4 5 s 5 5 5 5 5 RATING & FOR SPANS PER R Ili la 9 B a s - /i 9 6 +a 4 3 '- - 7 7 7 7 ss + - - s s 5 5 s + 3 - SCHEDULE #3. SHEET 11 14 12 10 9 8 8 6 - 12 LL 75 6 5 75 - - 7 7 7 75 6 15 - - 5 3 S S 5 45 - 14 t2 Iq 9 8 B - 12 1.5 f5 8 5 35 - - 7 7 6.5 5 4 - - 5 5 5 5 - $,-O. i4 12 10 9 8 1 - - 12 12 9.3 8.5 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 11 12 IO 9 8 8 - 0.5 6 5 4 ]3 - - 7 7 7 5 5 35 - - S 5 6 5 5 4 3 - 14 /2 t0 9 8 8 - 12 10 SS S 45 - - 7 7 7 55 5.5 - - 5 5 7 5 5 4 - - 14 12-10 0 B B - - 12 1a.5 7 SS 45 35 - 7 7 5,5 4.5 35 - - 5 5 5 45 35 - - 14'-O*T4 12 10 8 6 a - 12 11 8.5 6 6 3.5 - 7 7 7 7 7 7 4,5 5 S 5 3 S 5 5 4.5 14 12 t0 9 -g-r - 9b 7 45 3S 3 - - T T 7 5.3 4.5 - - - S 5 5 5 4.5.3.5 - 14 12 10 9 B B - 12 9 6 5 4 - 7 7 7 6 3 - - 3 5 3 4.3 S - /4 IZ to 9 s 8 - - 12 9,5 6 5 4 3 - 7 ? 5 < 3 - - - 5 ! 5 4 3.5 - - - 11'-0'14 12 10 B 8 6 - - 12 10 7 &S 4.5 3.5 = - 7 7 7 7 7 7 35 - 5 5 S 5 5 5 5 4 j/.'�^�� BLADE �+�{ 14 12 10 9 0 8 - - B 1 811 4 S5 3 - - 7 7 6 5 < - - 5 3 5 5 4 3 - ` I j H V V LA D E 4 N LY 14 12 10 9 B 0 - - ti a 5.3 f - - - 7 7 7 5.5 t3 - - - 5 3 5 5 Ib - \ 1 14 12 10 9 E - - - 15 8.5 S5 45 3.5 - - - 7 7 4.5 35 - - - - S S 4.5 3.5 3 - - 12'-0. 14 12 10 9 8 - - - 12 95 0.5 5_ 4 3 - - 7 7 7 7 7 6 3 - 5 5 3 5 5 5 4.5 15 t4 12 10 9 8 I 6 4 ] _ 7 7 95 4S 15 - - - S 5 5 4.5 4 ] - 4 12 10 9 8 - 10 7.5 s 4 - - - 7 9 6 5 S S 5 - 14 12 10 9 11 - - OA a 5 4 3.5 - - - 7 0.5 4,6 3.S ],S - 14 12 10 9 1.5 BS 6 4.5 ]5 3 - - 7 7 7 7 7 4.6 '---� 5 5 5 5 5 S f,5 J5 )3-0"ti i2 iq 9 a - - 7 55 35 3 - 7 7 S 4 3 - 14 1 2 10 9 B 9 7 4,5 .75 - - 7 7 5.5 43 - - - S 5 ! IS 4 14 12 10 9 - 10 7.5 5 4 3 - 7 fi 4 3 - - - - 5 5 4 3 - - 14,-0"14 12 10 9 - - - O.5 0 5.5 4 ]5 -z--== 7 7 7 7 7 4 - 5 5 5 3 5 5 4 3 N 12 10 8 - &5 5 a - - - - 7 7 6 3.5 - - - - 5 5 l - - ts 12 10 8 - 8.5 BS 4 - 7 7 5 4 - - - - S 5 5 4 - - 14 12 10 - - - - B 7 4.6 16 J 7 SS 3.5 - - - - - 5 3.5 3 - - - 15`-0' 14 12 10 - - - - 10 7.5 5 4 3 - - - 7 7 7 7 T 35 - - 5 S S 5 S 3 4 3 14 12 10 - 6 4,5 3 - - 7 7 4.5 3 - - - T4 12 tC - S 6 1 - - 7 T 5 - - - 5 5 S 4 - 14 12 10. - - - &5 6,S + J9 - - - 7 Ks 3s - - - - 3 5 3.5 - - - - - 1G-O"if 12 TO- - - - - 9.6 45 15 3 = - - 7 7 7 7 6 3 ^ - 5 9 3 5 5 4_5 35 N 12 to - - 8 4.5 3 - - 7 6.8 4 - - 5 S 4 35 If 12 I - - - ]5 b.5 .75 - - - - 7 "7J N - - - - 5 3 IS - - - - FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zane' it, ,........., /J,�� 02017 1ILTECO.INC, U 2017 EASTERN MESAL SUPPLY, INC. ti .,.✓9 5 ERTHA HVTMENADQ# O/7RL7rE7C70:,A_c ©.SS.A. RV MADE WW/CR Y KV.WWW KAM ° American Shutter Systems Ev.N aEscawngN DATE gRAw4 a Lc. !*�d 4 TILLIT TESTING do ENGINEERING COMPANY Associotton, Inc, 1 OLD 15-085 7J27fi CATV 07/27/17 ' 1 6355 H.W,35M St.,St.3"1IR"GWDM nOfuM 3316t Pho":(305)871-1530.F04:(JOS)071-1531 4268 Westroods Drive 2 DRAWING No 1 ••'•-•_.....••'' �4i. TAA +-mom tD14co17owx. West Palm Beach. FL 33407 3 S1 \� 1T ES-0008719 17-107 ^,•-�jVNAL1'ITt WALTER A.XUY Jr,P.E. i P.E. SDV*13fGNAFt)REJDATE FLORIDA y 44167 a SHEET OF-20 a MAXIMUM A.S.D. DESIr ESSI IRE RATING iD.s,f.1 AND CORRESPONDING MAXIMUM MUM ANCHOR SPACING (inn.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NECAME A.S.D. DESIGN PRESSURE RATING AND A CQRREGPONDINC MOUNTING TYPE (SEE MourmNGs ON slims 16 k 17). IEE�; u e -i- ,d,-r- SOu N NE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. 0-0.55, SPRUCE PINE FiR NORTH SPRUCE PINE FIR SOUTH 1/2- PAIN. COX 22%,MIN.G lD5 5, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/MIN. G=0.43 W/MIN. 0=0.36 PLYWOOD MIN.mpg W/ MIN. 6=0.43 Y! MIN, G=0.36 MAXWU SP Q WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T 0 & R FLOOR MOUNTINGS M N M. N, 0 & R FLOOR MOUNTINGS MWALL MOUNTINGS 8.0, WALL MOUNTINGS 8.0.WALL MOUNTINGS E.O. WALL MOUNTINGS , N. M. N. 0 & R FLOOR MOUNTINGS P & O S&V s&Y S k Y W & x W & x _ w & x _ _ MnUA wAl man talc 44 Lu a"w im FAIL(.1 Oca HWLE BTS9e U74(p)dA Mtn wm RtiVPu Euro ip7)ua M TRAM"Moran FoV4 i{4) m MO=111 FWW PAW(4 dA ami uvr[MRFE fi IK 40)UADR HI&W f=ft WX LA ft tOD+uoa6fc MM fixe Q Ist=a Woq MFT mm 04 30140 1 60175 190 1105 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 1 OS 30 40 60 75 90 O5 30 40 60 75 9D 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 66 75 90 05130 40 60 75 90 05 '-D'OR 12 10 IIT s 8. 8 6 6 6 6 6 6 S? 10 TO 9 8 B 6 6 a" 6 6 6 12 10 40 9 8 B 6 6 6 6 6 6 6 5 4 A 4 3 12 i2 72 i2 12 i2 t2 t2 t? 12 12 12 12 12 12 t2 12 12 4'-0' 12 10 10 9 B 8 6 6 6 6 6 6 12 10 10 9 8 B 6 6 6 8 6 6 12 10 ,0 9 B B 6 6 6 6 6 6 6 5 4 4 a 3 72 12 12 t2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 •_p• 12 10 10 9 B S 6 6 6 6 8 S.5 12 10 10 9 B 8 6 6 5 6 6 5 12 10 10 9 8 7 B 6 6 8 $ 5 6 5 a 4 4 J 12 12 12 12 12 12 72 12 12 12 12 }2. 12 12 12 T2 12 0 12 t0 1D 8 6 6.5 6 6 6 8 5.5 4.5 12 10 10 9 B 5 6 6 6 .5 S 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 a 4 3.5 - 12 12 12 12 12 12 12 12 12 t2 12 12 12 12 12 12 10 8.5 t0 10 9 6.5 4 6 6 6 .5 4:5 4 12 10 10 9 5 3 8 6 6 5 4 J.5 !2 t0 t0 ? 3.5 - fi 6' 6 5 4 3.5 6 5 4 4 - t2 12 t2 72 t2 12 12 12 i2 12 12 Sfl. i2 t2 12 O.5&5 7.S B'-0' 12 10 tO 7.5 4.5 3 6 6 6 5 4 J.5 72 )0 10 8 3.5 - 8 6 5 .5 3.5 3 12 10 f0 4 - 6 6 s .5 3,5 3 $ 5 a - - 12 12 12 12 12 i2 12 12 t2 12 11 9.5 12 12 1.5 9 7.S 6.5 gtD' t2 To f0 5 3.5 - 6 6 5.5 .5 3,5 3 12 t0 9 4 - - 6 8 4.5 4 J 3 t2 t0 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - 12 t2 f2 t2 12 14. i2 12 12 }. 9.5$.5 F2 72 i0 $ 8.5 6.5 10'-0• 12 10 7,5 4 - - 6 6 5 4 3 ^ 12 10 6 3 - - 6 8 4 .5 3 - 12 10 3 - - - 6 6 4. .5 3 - B 5 - - - }2 12 12 12 1.59.5 12 12 12 td. $,S .5 12 12 9' 7 6 5 IV-G- 10 5.5 - - 8 6 4,5- - - 12 70 4.5- - - 6 .5 3;9- - - 12 ltl - - - - 6 5.5 a - - - 6 5 - - - t2 12 12. /2 i8 BS t2 12 i2 9.5 B 7 t? T2 8 6.5 5.5 4,5 W12 12 7G d.5 - - - b 8 4 - - t2 10 3.5 - - 5 3.5- - - 12 t0 - - - 6 5 3.5- - - B 5 - - 12 12 12 1.3 9.5 8 12 12 11 B.5 7 6 12 1.57.5 6 5 4 12 10 - - 6 6 - - 12 10 4.5 - - - - 12 LS - - 6 4.5 - - - - 6 4.5 - - - 12 12 12 10. $S 7.5 12 i2 t0 8 6.5 5.5 12 05 7 5.5 4.5 72 t0 - - 6 5.5 » - 1 . 4.5 - - - - t2 7 - - - .5 4.5 - - - - 6 J - - t2 12 12 9.5 8 6 12 12 9.5 7.5 6 4.5 12 954 3 12 - - 6 - - - t2 - - - - b - - - - 12 - - - - 5 - - - '� 8 - - - - i2 12 it 9 T.5 5 12 1? 8.5 7 6 4 !2 9 B 5 4- - 5 - - - - 11.5- - - - 5 - - - G - - - - - 12 }2 10, B.5 6.5 A 12 12 B 6,5 5 J 11.5$,5 5.5 4.5 3.5 ^- HV BLADE OR t 1� HV BLADE W/ IIIA HV WINDOW BLADE WORKING IN UNISON+ •SPC DYj(ATPYS fF MSE FGR figl0+1�Af ON SttfET 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. I.ANCHORS TO WALL,FLOOR OR$000 WOOD SOFFIT SHALL BE AS FOLLOWS: x SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE NF 2 W/0-0.55(I4D.S) -1/4'0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILCEX W/MINIMUM EUBEDMEtr AS INWCATED AT -OOUGLAS FIR W/G-0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/0-0.43(N.1LS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE OR SOUTH W/13-0.36(MO.S.) -MIN: 1/2'COY PLYWOOD(19B6 AAA) 2,ANCHORS AS HOLLOW CEILING5SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SL CONSIST OF LAO AS SCREWS PEN tips 22015 SPEClFlCATONS. 4ANCROCHRS WWUUTACIUBER I�NSTALI£D FOLLO`MNG AL1.OF THE RECOMMENDATIONS AND SFFS.YFlCATIONs OF THE F FLORIDA BUILDING CODE Non High Velocity Hurricane tone 41111 Q`. AIL,w 820,7 TILTECO,ANO, 1292017 EASTERN METAL SUPPLY,INC. ,.• vc�Ns�:•...�� . BERRHA�iVT7,1 Accordion Shutter System s Y 1L E G O...I.tlNc. AwSxSsA■ H.V. .ADE#t W/OR W/O H.V.WNDOW MAX TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems LY.w DESCRIPTION OATC BRAWN BY: LC. Association, Inc. i OLD 15-a65 712717 DAM 07/27/17 + ♦ W55 71.W.mv,SL.5W.305.HwCttAA 0 PATEN1,FLORIDA 3316 Phone:(305)871-I530.To.:(306)871-1531 4268 WeslroOds Drive 2 DRAWING NO 1•"•..,�" ,•,,.•'\ 111 a-mol:tAlaooOooLaam West Poirn Beach, FL 33407 3 17-107 .SONAL� � EB-066719 / It WALTER A TILLIT Jr.P.E. 4 .+'I FLORAA uc.f 44167 s SHEET P.E. Sk-/C I�td'f6E/DATE 6 15 OF 20 1 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (!) HV 8c 2 HV*- BLADESCAS APPLICABLEMAX, SHUTTER SPAN L+ OR L— FOR INSI&LATIONS INTO WOO E � ONLY-SHAL WALL FINISH BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RATING. SEE SJ 19 FOR MAX SPAN & 1/4-0 TAPOCH OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE Q)& W WORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4.0 TAPCON OR VI PENETRATION TAPCONI WITH ADVANCED THREADFORM TECHNOLOGY THZEDW'�hEA 10 1 W/ 1 1/2-U;; PENETRATION OFTHRMED AREA To EXISTING T EXISTING WOOD HEADM WOOD HEADER. SCHEDULE ON SHEET 15) 1414.SEPARVION OR -pI (SEE SCHEDULE ON SHEET 11) 1/4"0-20.3/4'S.S.MACHINE SCHES7lL£CN SCREWS W/11/4�-20 NUTS J, %0&,-- �,T OR' 0 12'01C. I ON SHM 19 FOR . ttitntr @1. EXISTolo Baa X:�"I= [-E-JE-� 9 CLASS-4 WALL 777,11jr OR l g ry FI L—tIPTIONAL r�WALL FINISH [PING MIN. OR N4.WOOD EXISTING MIN. 77�= -.,. i� 2 ---OOR 0' HEADER REOUIRED 2"x4'WOOD 1 4*0 HEADER REQUIRED THREADFORM TECHNOLOGY TAPCON OR TAPCON WITH ADVANCED w/ 1 1/2- MK PENETRATION!Or THREADED AREA to Exisnut; I IM SEPAMON I I I GLASS---I to cullss(SEE SEPARATIONi EXISTING%000 HEADER, TO CLASS ON SHM EXISTING SC. SoqxjLE �__(SUEE EOULE ON SHEET I I 'k! (SEE SCHEDULE 014 SHEET 15) FOR E.1D.— CLAS" Orf SHEET 19 FOR I -- 2-x4` CONT.Stu %ADES(1)&(9) k 11 1 PLATE REOV &HY WALL HEADER INSTALLATIgN (�)IJV WALL SILL INSTAL LATION @HV WALL HEAD 4 1 All I 51)'--EXISTINGMIN. SEPARATION TC'GL4SS SEPARATION To --- GS I Il'— SEE SCHEDULE ON SHEET F11%g t---(SEE SCHEDULE ON SHEET It) MIN SEPARATIC14 TO CLASS 2*%4' W (SEE'SCHEDULE ON SHEET 11) Co 1 WOOD RITE S.S. REQ*D. MACHINE is 1/4'0-20.3/4'B.S. 0 MACHINE SCREWS W/ U51NO.1/4�-20 NUTS 12 D.C. 1/4-20 NUTS 0 12" D.C. 1 OR 2*.4* WOOD PLATE E= LE LE REWD. tv,,. 1/4-0 TAPCON OR TAPCON WITH ADVANCED 1p RFAOFORIJ TECHNOLOGY W/ 1 1/2' 2'.4-CONT. Z� KNEMATIONCOF THREADED AREA TO OR l'.. ILL PLATE 1/4-0 TAPC0N OR TAPCON WITH ADVANCED -1.1 HEADER. I i TAPCON OR HQM. tREO D. THREADFORM TECHNOLOGY W/ 1/2- ! il"I I—�!,ii-.I -N VA2.1`1 WITH ADVANCE 1-SEE SHEET 4 FOR TYPICAL (SEE SCHEDULE ON SHEET 15) Mtn,PENETRATION OF THREADED AREA INTO PLYNOOD I MIN.OTT TECHMOLT�Gr SHUTrER ASSEMBLY. THREADFORM WALL FINISH (SEE 504EDULE 014 SHEET 15) EXISTING MIN.2'. _M., N I C. STUDS 0 111'O.c. lox PLYV400D REO'D. W/ 1/2"Wit.PENETRATION OF 2-0,101.1111ING SECTIONS CA14 BE THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO SU L-1/2'MIN.COX PLYWOOD Rrvo, RCQ*O.PLYWOOD BE---� WALL FINII (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. HV WALL SILL INSTALLATION DaSTRIr MIN.2*x4"STUDS 0 16'O.C.MAX. REQ-D. ATTACHED TO STUDS IN PLYWOOD 10 BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE YOH SECTION 230 OF THE HV WALL SILL INSTALLATION ♦SEE U15ATIONS OF USE OF 'A WITH SECTION 2308 OF THE F.B.C. F.SX. BLADE IA ON SHEET ®HY WALL_--SILL INSTALLATION FLORIDA BUILD111 CODE(Non High Velocity Hurricone Zone�, 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC, BEATHN-H—VT, Accordion Shutter System mc A.S.S.A. KV.BLADE#1 W1 CR W10 KV.ftWN MADE American Shutter Systems Irwo TILLIT TESTING & ENGINEERING COMPANY DESCRIPTION DATE ORAViN BY. LC. % 6355 fl.w.3ail'.St.,Sw X%VACM CARDUM Association, Inc. I OLD 15-055 07/27/17 CATE. 07/27/17 FLOROA ?n 4268 Westroods Drive Rho- (ZOS)871-1530.fcl,:(�05)87t-1631 2 —DRAWING No —mauz West Pairn Beach, FL 33407 3 ORIDN '... ... *1 1% M-OWS719 z WALTER A.IILW'J,.PE. 4 17-107 FLORIDA Ur-ill 44167 5 SHEET P.E. S2%1%9�DATE 6 16 OF 20 IS INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FO=HV & 19 HV! BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BEADEIn 014-LY SHALL BE- LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSU 'E19 FO SEE TINg. S EET 7p- - WALL FINISH SPAN & DESIGN LOAD_FDR INSTALLATION ITH BLADE & 1A) )YORKIN IN UNISON 1/4-0 TAPCON OR 4'19* 7 2'UW­ AOVA14CED EXISTING ED L N TAPCON I � STRUCTURAL ADEQUACY- 0_RM TECHNOLOGY REQUIRED. "j EDGE (IF APPLICABLE) TH. OF 11DAREA'a 1. HEAD TO BE CEIT L 'k EXISTING WCOD HEAD I:CHI/N SCREWS REGISTERED Wr/THREADED Ulm PENETRATION 4 20;3./�4*S�s' OF AVE OF VOSIING coo BEAM Ell IS nj�ED By EXISTING WOOD CR .....EER OR TRUSSES OR (SEE SCHEDULE '��2.NUTS ARCHITECT X ON SHEiT 15) 4 PRIOR To 1/2' RAFTER 0 2e EO EQ 0 12'O.C. SHUTTER INSTALLATION, O.C.REQUIRED V YIAPCON OR .4"Co. WITH ADVANCED EXISTINC SOFFIT .257 THREADFORM TECHNOLOGY 3/4'Litt,IKK I in,PENETRATION! 114.3/4' ED "14'11/8'CONT.ALUM.TUBE Max. Q* ED--]] (6063-76 ALLOY)V11 OF THREADEI'1' S3 ED S.4.,/4' 1A 10 7y GAP OPTIOILM. EXISTING WOO PIEAGET' O.C. 6'O.C. Dior @ or @ CH RARER LAG SCREWS TO (SEE SCHEDULE ON SHEET 15) or @ or @ RAFTER OR TRUSS MIDWIOTHI OF EXISTING WOO LOCATE RAG SCREWS AT EXISTING MIN 2'.4" MEMBER.(2-Uim NOMINAL or IEX 0­40LAS5 II HEADER REVO"CN, OPEN HOLE AT EACH It SEPARATION To CLASS WIDTH)W/2-Min, EXISTING STUD TO ACCEPT PENETRATION OF THREADED To ACCEPT (—SCHEDULE ON SHEET I1) GLASS— 5/16'0 LAG SCREW AREA.VALID FOR AT CEINTER TUBE, INSTALLATIONS WITH 72psf MAX.A.S.D."GESIGN I=ANG MH.SEPAPAIM EXISTING I'm MAMA% T(Tjlf 9�01`MAX.SPAN,THIS M CLASS= HV WALL HEADER INSTALLATION wmmkxr ON SKU GLASS— to aw INStALLATIOU IS ONLY VALID Ii MR BIADE MAM) On FOR WOOD W1 UtN.SPECIFIC 04 SHEEP 19 FOR OR I I FOR RARE D90 TXAM 0) C11 SPW 19 FOR GRAVITY OF 0.50 AS DOUGLAS BAOM RIG© __(DOR(W FIR OR SOUTHERN FINE No. I I—TYPICAL SHUTTER ASSEMBLY OR EQUAL ME,SHEET CAN U COMMM (JTHV CEILING INSTALLATION -OU Htli CEILING I LATION Y WAY TO SUIT ONY 114STALLATIOM J MIL—WVAMICN I OR (g* i i Too QM(SM MIN, ...St. SEPARATION MIN.SEPARA'nOri 110 GLASS EXTSUNG --I It Pat SLADE(Dac TO GLASS �--(SEE SCHEDULE ON SHEET 11 GLASS UP SHEET 19 i *\,'I MADMOM (SEE SCHEDULE —(D ION SHEET 11) ALTER ATE_ AN CH.R II I LOCATION I j1w/4-HEX CLASS—I 2'x6*MIN WOOD W=7 IP� WASHER HEAD TEX 13 No.. SCfawmws 0 12 o.. DEC REQUIRED 304 2*.6'MIN.%'ODD (NO KFINISH DECK REQUIRED (Pao ALLOWED) FINISH ALLOWED) co EDGE OF DECK OF LED IF APPLICABLE EDGE OF DECK DECK IF IF APPLICABLE APPLICABLE L 20x3/4*S.S. I HEAD ------ I"4TAPCON OR PS TRUSS T 'i P. N WITH ADVANCED ';"' _11EONE SCREWS 1/4�O TAPCON OR TAPCON WITH ADVANCED I- -.4-CCITT. T EADFORM TECHNOLOGY W/le4--20 NUTS THRMFORIJ TECHNOLOGY W/ 1 1/2-7wpn' Milt- 6 `L 5qL PLATE MR 1/4-0 TAPCON OR TAPCCXN WITH ADVAT&CE0 THREADFORM I I Y NTN. PENETRATION OF THREADED- ; 1 1/2-M1*1N PENETRATION 0 12 O.C. TECHNOLOGY W/ 1 1/2'#$In.PENETRATION OF THREADED DER __j OF THREADED AREA,TO AREA TO EXISTING WOOD HEADER, (SEE SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER.(SEE EXISTING WOOD HEADER. SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) 5EE UM♦ E FOR (�)HV WALK-OVER INSTALLATION OV HY WALL SILL INSTALLATION 1 $2 V EL0913 INSTALLATION FLORIDA BIIILDIN6 CODE(Non High Velocity Hurricone Zone, wV1.............Ike/ 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY.INC. BERTHA "VTM #1 W/OR W10 0 Accordion Shutter System ���7C S.S.A. KV.RADE KV. WNDW a" ,7 A. Nc. 4 LIT TESTING American Shutter Systems TILIm N. PESCRM110H GATT DRAWN BY. C,L ENGINEERING COMPANY Association, Inc. I OLD 15-085 047- 07/2771-7 6=1L..3%b.St,SW Solt. FMA.rARMIS,11.010 3318E A, 4268 Westroods Drive NIP ,For:(305)1171-1531 DRAWING No t"I000t� West Palm Beach, FL 33407 WALT EB-OM6719 17-107 01VAL EO, ER A.TILUr Jr,P.E. p FLORIDA Urn#44167 1 17 OF 20 .E. S��;ii%ATVRE/DATE SHEET END INSTALLATIONS Cl) HV BLADE WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS Y.i-�R:Waaa StIRlS RE0'D. Y.i'vw,WWW Ys5'Wt, F 5—REOb. I'=STU45. 1 /1""'rANaiaR tt 0.t. i •.I , LOaD SIM. Us kPPutrtAU ` /J{ wr B-TTaET. J \ / STW�S OR W/uw, , X ft/2-PD'VA00, /! r� m 1/2-� 1 t \ J JNk EXSIM GLASS--\ )' PIYW=B NO snws Ear. _absrur atwss' f - Extsmu ours t \ t amwo ovss J \r wi�k:t t Ja•PiT+tom"`,. �..,,..r( S i ! I 1/9-krt.tax TO aJ3f(� 1 wt srWwrar uR ItrtwR.nac, m alas Cset - PLYWOUL yaen ra a+Baer it Fal K 4 -y,��^ tfra•.1• tf rRa wa Slxn tR 6155{rs 19 at VY 1 tmc m alis tsi 9MCrmb'11 1 "' {aa&1-Fa)CDtti. 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O•fs•�'Cs'�•O' �•G5:-e�•Ca'J'L�- (J•fs-�x•0-0•0 END CONNECTION DETAIL( ) END CONNECTION DETAIL!8) END CONNECTION DETAIL(9 �J END CONNECTION DETAIL &klSTwa W NfgtRED aar rW SPrx9 aREA1LR ittav rY-a- .raiA55 7'vi'Ove W ; 3f W3 REO'0 E-Y/ I1? `L.' .II iJ�'R r_I A NII i _SACS. w/1 tft'ta4 pm e. LYma+G atAs5--1 r¢mRAnaR n t7'P.C. POtETRAttaa n ro' ? t 4 ♦ SEE CA ON 19 Sof t) FFOR BLADEE lA ON SHEET 19 io aASs tsrr sae3uE aJ\� w sTCR uroLsma _ `1t - {j ji 1 o• : OR 4 aet IS .Q.�•a.Ly it. .` 2 �W4117W'i)1 '.i Un I%-^ WMA. Y'+a•'Q Q(T�• i.`."•t3" aRS�aR(I gt4�� .Z2i37^S 511:0"FEO7r. nxs L4-fi Q �i - PLAN v DETAIL X END CONNECTION DETAIL 1Qt END CONNECTION DETAIL t2 FLORIDA BUILDING CODE Hon Nigh Velocity Hurricane tone 1111 r4• • ��� 02017 TILTECO.INC.. 02017 EASTERN METAL SUPPLY,INC. BERTHA HVTM A■ ■�� Accordion Shutter System _75�' o i m a ■ RV. e(AE J1 w/OR W/o KV.WNDC W i • RADE • �' TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems Et,,R oESCRIPT•011 DATE GROW In'. LC. Assoc#a#Ion, Inc. I OLD 15-085 G7/27/17 DATE: 07/27/17 6355 Rw.utt'sty$I..SOS."WA CARouiS,FLORA 3716 Ph—ft:(305)871-1530,rok:(305)871-IS31 4268 Westroods 00ve z DRAWING No +''•..,, :'' {Tr;' a-f 3:tat".0aw-Iom West Polm Beech, FL 33407 3 ` s70AfA �N�1 wALTEa x n°wr 9r.P.E. 4 17-107 FLORIDA ua.9 44167 s SHEET P.E..SEAL/SIGNATURE/DATE 6- 18 OF 20 ,x r• �((p� (7� • Ai I ITAMONs AND CONDMONS OE USE FOR BERIA `a' Y 0f.UA%.AS,D.UEStGN PRESSURE RATING:+110,-110 p.♦,T. 2.UAX.SHUTTER SPAN;05' 3.ALLOWED UOUNTINGS:A D.G&H ON SHEETS 6,7:AS WELL AS MOUNRNGS U.0,T.U&W ON SHEETS 16& 17. ONLY CQOERIAATES 21 BOTH W/�1 OR( f ARE ALLOWED WRN 61r (�`1 ¢pp�iLs D IN A OR OF�Ou .LAM J lit CASE OF OPPOM140 ox04,,a `ox N u LIST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF TYP.EA.END • • • ♦ • ♦ , I x x ! 1 ` R x 'x \/ l 5.(A)W WINDOW BLADE 1O SHALL ONLY ALLOW A MAXINULN OF 5 OPENINGS f l�xtl ll,.l1 {S`p HOLES)FOR(0)PER BRAE AT SPACINGS SNONtI ON SHEET 4. A^� MAX.5 WINDOWS n ♦ ♦ ♦ • '^ ,x•. Ixl xx xx OF ANY MIN'3`O0 HOLE MR CLEARANCE Ci SHALL BE TOP OR 127, EDGE OF f4Y YINOGW BLADE Ly ALLOWED AT 1TV of WINDOW BLADE (0)FIRST OR LW BLADE COMING OUT FROU STARTERS AT ENDS NAY BE HV 0 `xx � WINDOW BLADE 1 (0)HV WINDOW BLADE TE(g)LAM BE USED ALTERNATE TO A SOLID BLADE(D THROUGHOUT SHUTTER'S WIDTH. Y x� (�-xL' x� r/�•�, x (E)-CE)7j£RNATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV o r, ♦ • • • y.�q` �xx 4�1 1 Lx I BLAC£(,I,fAT ENHER SIDE OF THEM. 3x iii.••LLA YF POLYCARBONATE HY WINDOW py SHALL BE INSTALLED SO 7i�1 TABS FACE SEE END SII + THE INTERIOR OF THE OFEWNG BEING PROTECTED,fLV WINLXPN 4u1 DUST BE CONNECTION + • • ♦ • �F x ONLY INSTALLED AND LOCKED USING A IN SETTING TOOL PROVIDED BY ASSA. DETAILS ON SHEETS • N INC. 10& IB TYP. 5tt5 FULL HEICHT."� $B;R 8.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME $ Il BUILDINGS ONSHEET15,AS UULIEO BY SPAN AND DESIGN LOAD(SEE NOTES :. R )P 17. i&2 ABOVE). 7 a C� 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTD POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE ROTES 1&2 ABOVE). B.MPOMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1086: I(EE PPV1 FOR ALOU{REU£NTS) ��' 0 H �J-'LYP TOP&BOTTOM Y/ �pq Op�6 '] WIND 20SRE UIIIUUU SEPARATION 70 CLASS NUADED WIDTH 1 THRU 3 Y ELEVATIONPAIL SEPARABON TO CUSS --- EXISTING Guss� S ar�n.r oN s++; 11 Fce saac_rI' + 6.zs• r ` A44(XH Ti,$$Y ELT FCR LiN£5(O&QA� — Cir (to, TYP. SYIA RH CENTERNOTtAATES a� o AND W/O U35'(SE TE 4 ABOVE) PLAN"` \ Z 1 •/_4ar' TYPICAL C1) NV BLADE WORKING IN UNISON WITH HV WINDOW BLADE SHUTTER* FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane `,AL1 y ��lr Eh� L/�:= 02017 TILTECO.UHC. fA 2017 EASTERN METAL SUPPLY.INC. �Y tx 1Y$I WE H �7 Y TTJ ' I�E C.O Accordion Shutter System * ? a.S.S■A■ H.V.BLADE#1 Wf OR W10 RV.WNDOW SIAM American Shutter Systems M.H OESCBIPBON DATE DRAWN Or. L.C. r,Ei`'y; TILLIT TESTING & ENGINEERING COMPANY v' Association, Inc. I CLD 15-0e6 7/27/7 DATE. 07/27/17 �j AC P rL 5355 H,w.161,SL.6:a 30..recrM GMDM FLORIDA 3$16 4268 Westroods Drive 2 pRAWING No Fnpne:{305)871-1530.Fa.:(305)871-1$31 p-mm;1Rlema=l— West Pelm Beach, FL 33407 3 NAS wALTER6�i1e,.P,£. 17-107 FFLORDA LIC.P 44167 5 SHEET P.E. SEAL/SIGtlATUREjDA1E 6 19 OF 20 ,e 'x1 i/2k-O.D36'TMDK 1' INSTALLATIONS W/� , HV BLADE & HV CENTERMATES 21 -�2.000'Mox.; Nln,ASTM A-653 CRAOE 40 M'n• VARIES �.-,� c UETACST0UDS A.$ra.G. a2 MGx.� 431 INTO METAL STUD WALLS. + --------- 40 41ox ap 1/2- 425• * 3a 114"o NOMINAL GENERAL L1MffAD0NS AND CONDITIONS OF USE ALUMINUM SLEEVE t 314'.6 1/4-x 0.035-THICK urn+ 43c 430 0 (j ,-12 SHUIM 6063-TS ALLOY f SYSTEM INSTALLATION TO METAL STUD WALLS Davi.GALv,STEEL TRACK GrwvNE1 1 d 6 D.C. o s o.D. —--� SEPARATION TO GLASS SCHEDULE ASTU A-653 GRADE 4q Wn.G-60 I 3.000' GALVANIZED FASTENED TO STU9 I '+ i i t•---I 9 AtCx. wj(2)16.112 TER scREws ON + EXISTING FINISH 3 1, MAX. A.S,D. DESIGN PRESSURE RATING: +75, - 75 (ps() UIlER10q k EJfTERtOR FACE AS APPLICABLE 1 2. MAX. SHUTTER SPAN: 84" 4YIND ZONE MINIMUM .SASTM E-1996 SEPARATION MINa3c LENGTH r 1' EXISTING cLA5s 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS (SEEESCHEDEDULE)EPFRATION a3 = 1,14"(d-2103" BOLT a 4,ESE�LYV(2) ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1' MUST PENETRATE 430 1" ARRANGED A METRICAL LAYOUT,35 (6" LONG, MINIMUM) MUST ALWAYS DE 4 4- J/4'x 6 1/4•x 0.035'TWCK Wn. EXISTING FINISH 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1.373 CONY,GALV•STEEL TRACK CND-500 + AS APPLICABLE I x1 .25D' �OSD-_Fc , { CENTERMATE. a "' A-653 GRADE 40 idLt G_qq -__ v+ ."."i ED FASIEIIED TO STUDS !! W/(2)16x1/2'TEK SCREWS ON i 43c 430 ,INTER*R d&DITER+OR FACE i d 6-D.C. O 6`O.C. N 1/4"q-20 THREADS ci ,j`y• =;' * BLADE SLACK DETAIL HVF IS ALSO VALID FOR d3 1,/4"9 ELCO CONSTRUCTION 12 38 CENTERMATE 21 APPLICATION WITH BLADE Q PRODUCTS FAB—LOK HD 6'x 1 35.1MC ASNrf A-65653 Ki0 0 6" D.C. COMPONENTS WTI, A C,RAA£ '�-�-�Etbji+ry.,•. Mn.c-so cuv.sTEEL >` MS WALL HEADER/S LL INSTALLATION KETAL STUDS AT 16'O.C. Min 7' ;,.'•d G--•' —EM51ING TOP&BOTTOM)APPLICABLE SCALE: 3/8'•= 1• (-_—v _-_ _ ._-— _ __ _ _ _.—_ — ...__, a { ,._�.—..._ T 3/4'.6 1/4.0.035•THICK Min. .. _ _ _ ZEXISTING GLASS — - - _ - - �ASTM'A-653 _' tONT I2 O FJA.SDTENED TO STUD-60TRACK L j I I I' SY��v4ETRYCAL I SYMtvIETfiYCAL {'I r 1 WI I I w! VARIESlra,SRON43a43b 43c T(eza)R 1asx1E/KzTEuTaEKR sFACE TO 2- CENTERMATES CENTERMATES Lws oN EKTERIAACCESS SIDE"; ; __,: I 1,�.INTE�R ACCESS (SEE SCHEDULE) Max. I _lam --= -=--------- ---------- -� =- ----: _ — _ --=---- -=----= ------ ---- -------------- - -- =-- ------ - ------- -------------- -- -------------- - -- t6.Min.) IN - y - 3 - __. �r-- 1 1 - - 21 —' 21 21 _ 21 _Q _ c4oArT2 + � HV HEADFA/SI ETIDS ---- ----- — - - -- ---- --- - --- --- -- - EW 12- - - - --- - - - - 3 (6-Min.) - - 24 SIDE CONNECTION TO TRACK 3 1/4'(Typ.) 6 1/2'(Typ,) ! 7- 7" 6 1/2'MAX.SLACK IK'K VBB BLADE SLACK DETAIL HVE }QVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone o20T7 Ti11EC0,INC. 02017 EASTERN METAL SUPPLY,INC. 11 fl t�AC,AIT!/ � BERTHA H Tl� Accordion Shutter System /7,L ,A ■ ■ j E C C> 1/JC. A.S.S.A. H.V.BLADE#1 W/OR W/O tLV.NS=H-RADE 71C /I�TLt ) i TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV4 N OESCRIPTION DATE DRAWN Ori LD. 8755 titr.3Hn BL,stx.3t>3,t1AGirM.c+Rnpls,naSOA 331a Association, Inc. , at9 15-085 7/2711 OATG 07/27/17 :--ST11IE st 1�4 Phoria:(305)671-1530.fax I(305)871-1531 4268 Westroads Drive 2 DRAWING No a,E� •!`Cpltldp' ��`'a'4 mo8-000 ldotia0 Xaa West Palm Beach. FL 33407 3. �q`•+I•. ♦��DATE WALTER A.TILLIf Jr.P.F 4 17-1 07 P.E. 5EA #}AT� EjFLOROA t c t 44167 6 SHEET 6 20 OF 20 ,t< •,