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HomeMy WebLinkAboutProduct Approval (2) fr IT J R. SCIS Home ,Loa t$ ',User Registration Hot Topis Submit surcharge Stats 3 Facts Pubtsa tiuM1s 'r6G S-.-ff 8CiS Site Map links Searn� Product Approval USER:Public User i Product Approval Menu>Product.,AnMirarroa Sea-ch>Anpiication ListI APPRt[atian Detail FL x FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone(Emaii 4268 Westroads'Drive West Palm Beach,FL 33497 (561)209-8263 bf6e[ey@easteriimetal.com Authorized Signature bill Feeley lrodriguez@easWrnmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Addr6§s/Phone/Em8il Category -Shutters Subcategory Accordion Compliance Method Evacuation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Naive 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 Crate 12/31/2018 Validated By John Henry Kampmann Jr. validation Checklist-Hardcopy Received -Certificate of Independence TL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC -TNC DRAINING 17-107 CERTIFICATE OF INDEPENDENCE.PDE FL389 R9 COI AMERTCAN'SHLJTTER SYSTEMS ASSOC.:INC. DRAWING 17-106 CERTIFICATION OF INDEPENDFN E f 11 PDF !.&389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE QF_INDEPENDENCE.PDF Referenced'Standard and Year(of Standard) Standard Year ASTM E-1886 2045 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Ccde Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/14/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 384.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 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 121-3"for 40 psf . Evaluation Reports positive ASD,load and I3'-0"for 35 psf negative ASD load Fi389 R9 AE AM RI AN SHUTTER SYSTEMS DRAWING the HV3 biade'w/o window blade,5'-2"for 110 psf ASD load J7-1Q8 PRODUCT EVALUATION REPORT PDF for HV3 blade w/o window blade and 8'=11"for 62 psf,9'-I1" Created by Independent Third Party:Yes 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 74"for max.ASD pressure rating of+72;72 and 84"for+64,-64 psf.See sheet 5 for other spares and ASD pressure=_. 38912 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions App—tad for use in 14VN2.-No EM.9_R9 11 AMERICAN SHUTTER SYSTEM ASSOC... Approved for use outside HVHZ:Yes INC DRAWING 17-207 8ERTHA 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 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV3 blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM A,SOC 72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC DRAWING17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF for HV1A working in unison:See sheets 7, 11 and 20 Created by Independent Third Party:Yes 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 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 TI'AMFRICAN SHUTTER.SYSTEMS ASSOC..TNC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PQF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max.W-01-span at 30 p.s:f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN-SHUTTER SYSTEMS A OC INC DRAWING 17-106 PRODUCT FVALUATION REPORT.PDF Created by Independent-Third Party:Yes ' hack cert Contact Us::2601 Htafr Stone Roar`Tallahassee Ft. 2'„ 344 aha e:65Q-497-1824 The:State bt florida is an AA/EEO employer.Copyright 2007-2023 State of Florida, Pr'vecY Statement::Ar[essihdov Statement::Refund S ata:nent .tinifer l iarida law,emai!addresses are public records.If you do not want your e-mail address released in response to a'public-,ecords request,do net send eiectronit - malt to this entity.Instead,comacrthe office by Phone or by traditional mail.If you have any questions;please contact 850.457.1395.'Parsua:tc to Section 455.275 (1),Florida Statutes,effective October 1,201.2,licensees licensed under Chapter 455,F.S.must provide%tie Department Whit,anemail address trtbey have one.The emalls provided may be used for oMQat Coo municano,with the licensee.Hot ever email addresses are public record.If You do not rrish Cl supply"a Personal address, µ'rase provide the Department with an email address which can be made available to the publi4-To datermfae if you are a E�-rsee under Qiap:er 455,FS.,please dick herr.. Product Approval Accepts: GENERAL NOTES: I.BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.)WAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EUILION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHAW NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS,SINALL.BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REOUIRED BY THE JURISDICTION WHERE SHUTTER WILL. TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85, USING A5CE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.SA.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS it THRU 15..19&20. IN ORDER TO VERIFY THE A80VE CONDITION,ULTIMATE DESIGN WIND LOADS,DETERMINED PER ASCE 7-10-SHALL.BE FIRST REDUCED 70 A.S.D.DESIGN WIND LOADS �A 'I: HV.BLADES(1)&.dA BY MULTIPLYING THEM BY 0.6 N ORDER TO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS"INDICATED-ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET! N 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!AADS WAS');a USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 .ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FORVERIFICATIONOF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEGUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WON 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 0 110214.01-03,{0715.01-03.11004.01-05,.11214,01-05,#G3l7.O2-06.10609;01-10AND:50210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND AM E-1886 �SEtA�R�E�Ap�2: HV BLADE 1)AND NV y,�j�OW BLADE•CiA� AND,E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES.1.,2&3)&11220.01-10 AS.PER TAS 201,203 SE &203 PROTOCOLS LARGE MIS . i, •L=`R APPLI BLE) -FIV WINDOW BLADE Q.10505-01-08 AS PER ASTM E-1886 AND E-1996.(MISSILE LEVEL D,WIND ZONES 1, 2,3)BASIC PROTECTION ONLY AND 1 0725.01-8B AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F:CONCRETE/BLOCK SHEET 6 L HN BLADE(D AND HV WINDOW BLADE(9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3,BERTHA H.V.ACCORDION PINS(FN SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114.2.75-AND 114x1.75•RESPECTIVELY, 410-HT MINIMUM SERIES CENTERLtATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD SIRENGTH AND 180'ksl TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE-ALTERNATING'DETAILS FN SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE NV 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 ko!AND 35.7 ksi FOR END CONNECTION DETAILS 1-8, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 12 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALN.SCREWS:TO BE"STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 VAIN 50 ksi MIN.YIELD.STRENGTH AND 90 ksi MN.TENSILE STRENGTH, ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND'SNALL.COMPLY W/FLORIDA BUILDING CODE SECTION 2411,33.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 &BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AIS)304 OR 316 SERIES STAINLESS STEEL WD'FI 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE n 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE 0&Q WORKING IN UNISON: 12. 13& 15 INS'TAWTION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X.WOOD SHEET IS B. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16779,582.COMPONENTS OF THIS APPROVAL ARE COVERED;IN WHOLE OR N PART BY U.S.PATENT 15'458,179 ISSUED 70 EASTERN METAL.SUPPLY;.INC. AREA 3; Hy wrNoow BLADE t{l ONLY 9.R SFW1.BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF 11NE STRUCTURE WHERE SHUTTER 1S TO 8E ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHATTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING N 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 ALL HV AND HD AREA 4: IV WINDOW BLADE ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND ND LOCKS. 6)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 SMALL BE INSTALLATION DETAIN,'!AFIRE STUD WAILS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION'1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SMALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(e).THIS P.E.D.PREPARED BY THIS ENGINEER 6 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.ED,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(EO.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.DL ENGINEER SHALL SUBMITTOTHIS-LATTER THE SITE SPECIFIC DRAWINGS.FOR REVIEIV.. (e)ORIGINAL P.E:O.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL,ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Hon High. Velocity Hurr;COne Zone 02017 TILTECO.INC. Cts 2017 EASTERN METAL SUPPLY, INC. L�E��NStc T✓�! 1�... ++►► BERTHA HVTM 71 L E C_qw.. A■S u S.A. Accordion Shutter System H,V. BLADE#1 W/OR W/O KV.WNDON DAIAE % 1Tf11�(� } TILLIT TESTING ik ENGINEERING COMPANY AmericciT SfiutfeC Systems EY.Na DESCRIPTION. AtDRAWN f"BY./LC. AAl1CC l! -� . v A890Clation, IDQ, t OLD:15-08507/27/5 DATE: O7 27/17 ''\\ 5395 t4W:3Ee+.SL.Sln..e&Y,RWNM Gd1D3N5,flCWM 33#E rRE, Pnene:(305)871 1530."Foa:(305)871-1531 42$8 Westraods Drive 2" DRAWING Nofi!� {(JY(Iti � P e-mol BI1«aow. West Palm Beach, FL.33407 317� �7 'Ls ••• #tfy! WN.TER Alilfi�Jr.P.E, 4.SNAL�� FLORIDA Uc.[4411/ 5SHEET srA��Sfii%Ay6RE/DATE s r of o $-1 FOR WDOW SLAM 19VARIES 91 1.4 1 rr 12 0" 6 1 0 24 A! -41W HV 90*ZI-80' -375* 15 HV SOLID OLA Sj RA TER (�)HV -UNIVERSAL ft0ATE OUAUFIED FOR USE W/ COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W1 HV BLADE 1T HV- HV BLADE 10 DIRECT MOUNT - HY WINDOW BLADE 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER (i� @ ,SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 6063-T6 ABLADE LLOY AND TEMPER 37-V- 6063-T6 ALLOY AND TEMPER lt� to .065; 670" 2.670' TVP.3.556, F .994d, ow .67W 12.24" 642' 072 4 59V ;;F .815- 92* 44 ------- a.0zz HY AN. ADAPTERp 22 I 1175" QUALIFIED FOR USE Hi AHV-WALK—OVER TRACK .920 HV BLADE(f) QUALIFIED FOR USE W/ HV 09 HV TRENCH TRACK2ss 6.70 )l FLOOR TRACK 6063-16 ALLOY TEMPER BLADE In TEMPER QUALIFIED FOR USE V11 HV C19 HV RAINGUARD QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AITO BLADE 0 ONLY. BLADE 600-T6 ALLOY AND TEMPER QUALIFIED FOR U$E W/ HV 6063-T6 ALLOY ATD TEMPER !21 VARIES BLADE(1) VARIES t.936* 6063-T6 ALLOY AND TEMPER ax. 1.917' F-0 111--- .100 r .125* p--rl .0 0, _70 '014 4r 670 q67;0 1.686" hzd� SPIK �67 11 3 529* HE-ADERI—SILL C13) H E) CEILING EAQERISIL HV CElLlNg--hEAQE HV QUALIFIED FOR USE IN HV BLADE IDONLY IFIED FOR USE W/ HV BLADEQ)ONLY, 6063-T6 AILOV AND TEMPER QUALIFIED FOR USE W/ HV BLADE (I 1Ypit W -HEADSILL SEE SECTIONS FOR VAUDITY:- SEE SECTIONS FOR VALIDITY, QUALIFIED FOR USE W/ W 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. 6063-T6 ALLOY AND TEMPER II COMPONENT A Ti. T2 x Y I MN.XMN.YMN.t 2- 2- 10.125' I- I I- P.062. (ID 2" 5"MAX. I/S- 1/8' 3- 3- jam0- 108 2- S'MAX, 0.122' 10.192' tu. 16 SIDE ANGLE CORNER POSTS -t QUALIFIED FOR USE W1 KV ALU INUM ANGLES log 1 2.5- 7-MAX.1 0.190' 0.190, IFIED FOR'USE W/ HV BLADE C) QUALIFIED FOA USE I W1 HV I-- I I - BLADE T 6063-T6 ALLOY AND TEMPER BLADEUI ONLY. 1 2' 5*MAX- 0.13V 10.111. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILD CODE(Non High Velocity Hurricane Zone, 01. too" • 02017 TILTECO,INC. *2017 EASTERN METAL SUPPLY, INC. 41 • BERTH—AHVTM 11L IE C 0 INC. A.S.SwAs Accordion Shutter System KY. BILADE.#1 W/OR W10 KV.WINDOW 0-AM American Shutter Systems REV.N. DESCRIPTION DAn DRAWN BY: LC. TICCIT TESTING Associafion, Inc. I OLD 15-085- 1f27ji el % G & ENGINEERING COMPANY A Ems"'W.3. st,sl��Ms.-`M"A G�RD04S�F1,090k 33�5( 4268 Westroods Deive 2 DAM 07/27/17 P DRAWING No Phone (305)571-1= (305)871-1531 —.4.61t-0001— West Polm Beach, FL 33407 —4 ......... it WALTrEil-0006719, 4 17-107 R A.TILLIT Jr.P.C. FLORIDA U.0 44161 5 SHEET P. E DATE 6 2 OF 20 6 D' tN.-zo,n rtAt Imo/ THREZ;E HOLIVNGT ENAMEL _03"$.3'COOL-7L5' o 4•I O i" "o.3T,,�' SS.M.S. —0 PaNTEO iTMRFADEU wE CAST I2 TYP.) WED PARTED L , `6 � BFHED 9aNIEo ta7 •{ ...._ .P rn ..! -1--._ o, I aI n EGREESS TURN It II 1 :�. 1.3 3z8' 01.1 ' R.44 4 ,(v! BRASS CYLINDER (RISS CYLINDER o '�7 I - D< b:KEVB(CNHONE (CHROME PLATED) PLATED) 21 HV CENTERMATE � s's o. sa, C s?5-� h (La HV LOCK HV EGRESS LOCK OUALIFIED OR USE W/ HV BLADE(D&V ONLY 42 V F G C any 3g23'�a .875 QUALIFIED FOR SEW HV 4UALIFIEO FOR USE C HV 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ FTV BLADE i & to ONLY �' Q, / 6063-T6 ALLOY AND TEMPER- \'`/ SIV CORNER CENTERMA� $LADE & J.ONLY. BLADE.I I�& ONLY. QUALIFIED FOR USE w/ HV BLADE�1 ONLY - zsD"o.D. 518. 2.8 4' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 'S ^ Ni•,-,,5 18- .75" 9 2' MOLDED T0. ,-J m ' 192 4.45' 2 SCREW O �—� n ;n 1.aoo'� 0 0611 � x+ • � n :360'AFTER RIVETING ' ; o ry .mom•-Os?" M " .825"?: in 6EEORE RIVETING 1to /4 —20 z 3/4 S.S. THUMBSCREW 1/4"0-2 iVNUT* 1 m *SER<SS 9444 ALUMINUM.(2024-T3 AU.OY)LARGE FLANGE THIN - p ; SHEET NUTSERT,PART#"0820,AS BY AVOEL EXON ELEVATION - F "'D" O E 4.566 { '822 Y CHERRY TTXTORN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL LOCKER FOR "T" LOCK CENTS TATE QUALIFIED FOR USE W/ HV BLADE i ONLY 29 SIV FEMALE "T" L0 CENTE MATE HV "T" LOCK HY ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPERQUAUFIED FOR USE QUALIFIED FOR USE W/ iiV QUALIFIED FOR USE W/ HV BLADE 1DONLY QUALIFIED FOR USE W/ HV'BLADE(i1gFLLY W/HV.BLADE(-i1l ONLY. BLADE(D ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR- 1,;.91 3.161 .A3�.; - O -THUMETURN 053 w• ,a. 0�', I i • CYLINDER OR .063 .214' w, •062" .214' ml� 6 KEY CYUNDER 545' ib 0.675"Min. 00D .125"Max. Cl 16 G•E WO G D C 'LOCKING ROD P q QUALIFIED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE 1 & A 6063-T6 ALLOY AND TEMPER �..Jj,p NT $MAT 'S I 04' '- _ VARIES 12 MIN 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE Wr HV BLADE. T.& 1A t_ �+ •O-'. 1/4'0-20 SS-OR 3/8'0-is m30* 6063-T6 ALLOY AND TEMPER - ACCUL T U148SCREWS. tt/2" n _rTHUMDTURN ''(SLE OEiaLS) i U OR KEY CYLINDER .__' ( .... CYLINDER 8 LOCKING ROD A HD�LOC a QUALIFIED FOR USE W/ HV BLADE(l) ,,6�') " H�( e}" ¢-•..20 Al, 3 6Y REGENT HARDWARE MORTISE LOCKS SERIES 2333 NOOK 80LT LOCK. 6063-T6 ALLOY AND TEMPER v61 HV 3,L$ -16 ACETAL / 1 04 ERIES S.S. THUM SCREW . QUALIFIED FOR USE w/ HV BLADE(D& a ZN &5"INSTALLATION WILL REQUIRE A 7/16" HOLE TTHUMBSCREWS QUALIFIED FOR.USE W/ HV BADDE:1 LED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR HV BLADE 1� FLORIDA Q�II Q1NU•CODE{HOA High YelOCity Hurricane Zane IiEL 02017 iILTECO,INC.4n T! ©2017 EASTERN METAL SUPPLY.INC. 411( r` \CEN x '•% BENT A-_••_H TTM _.••. A S A Accordion Shutter System 7T7lLT7E7CO 1NC .. 7 S KV BLADE#T W/OR W/O KV.N7NEW SLAM American Shutter Systems EV.N DESCRIPDON DATE DRAWN BY: LC.. Thr' TILLT TESTING & ENGINEERING COMPANY Association, Inc. i OLD 15-055 7127/1 1uTE: 07/27/17 'O STATE Q�• 2>� aSSS N.W.3am.SL.St ms MRRM GAROO5,nDRQ.uta 4288 WOstrOOds Drive 2 '� �� PganO:(304)871 1x30 FOx:.(105)877-1631 DRAWING NO P F rr�� c-ma lllaa0vau.com West Polm Beach, FI. 33407 a 17-107 ( /yam} ...0,9 '•1 4 % Ee-0006719 4 1�""�4 I c� ye \�°33tLt WALTER A TILUT Jr,P.L SHEET P.E.-SEAL0fsRT A jJR'fDAIE FLORIDA Lx.a 44167 5 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV (D HV AA ' /6•,D I 12'LAIN. LEAR INCE Ofi25' 41 40 /_Iz� TO BLADE P J EgGE lA .t875"L_r''as".-EYt +Sl3-Y-..,,�.¢ :' -0625- KV 0625 1 HV BLADE T � /;Z R!{? ! 1 HV VANDOW BLADE osizs' fi625 .oats' I� HV BLADE IA HV LONG RECESSED NYLON BUSHING I 10.E '�• r"�s KNUUCCKLE I E'S `0 OPENIN .0625 760062$' Y/ �'* 39 a ) 3 HV SHORT RECESSED NYLON BUSHING " �, _FIAT PORTION R1,75 HV NYLON HAT WASHER Cly OR ry N M ? B E oa t/ ® HV WHEEL.CARRIAGE AISI 342-303 SERIES ( I' I. � = 4+�'J' 40 I�' (� X /r/s2e75o' X 0.870"x3/16'• THICK NYLON WHEEL. �✓• `✓ � s 2 7/8"MfN, HV WINDOC! �l'- J 0 CLEAR 03.0 0.188"0 AISI 302 SERIES S.S. RIVETS i SEEPRA NN 0625' '0625 3.7500' HV 1 3/4" ACCORDION PIN W/ 8 HEAD * EKTERIOR Jjj G OPENINGS t QN5 Rr nr v v * I.-...,. 1 2T7/4 txt[R4 Pv�rwN. ©3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD "-"yi 41— 475" cl£At1 POLYCARBONATE IMPACT RESISTANT HV WINDOW I ori , I T ' TYPICAL HV WINDOW BLADE AND POLYCARBONATE HV WINDOW DETAIL TOR /-4 or @ ((SEE NOTE FOR I I { REOUIREMEHTS) ! OR (ai *POLY,�2 ONATE It PACT I5TANT HV WINDOW BAYER MA.<ROI.ON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC * X �i0 BLADE Bon)LAE INNOVATIVE PLASTIC LEXAN 103 RESIN ' I I # ©OR I tr— (SEE NOTE "F" ON SHEEP 19). '; (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR C v 'U POLYCARBONATE SOURCES FOR 44 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVO OR (� �`' EXTERIOR f RST HV BLADE. TYPICAL SHUTTER ASSEMBLY TYPIW.PROPDafIE6 STANDARD m01 N.T.S. HY PIN QR t N AT 3tvTFF.TKc tires s� , (2) HV PiN (9 MAY BE USED IN LIEU OF (D AND ONLY AT ExT iOR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q ¢0,326`- (SEE N07E *FOR SPEC=Gwax ASTM om uus3 mr� .4,3 mom' BLADE WHEN CORRESPONDING TO INSTALLATION "H", SHEET 7. on'Ps'ir m w% REQUIREMENTS) Moir YW SMEWN ASQt 0633 9.408 iirt•L 9.500 R6x I',�.. FUNUML SIRENGTM AT Y1910 AM 0790 IV=P.O. 13,403 P.,A. (3) HV PIN ® OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER m FLEXURAL u0o1AUs ASM 0790 310=P..I. 3tsu0c P.J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'B1 �I 'I! .=K0 ROD ASI.0$36 18 rr-,nt.n 17 R-ro/m SHEET �0 WHEEL CARftL�10E DET4.5 AIL p RRAAX OKEar8 fl G �M uD&M 02813 o-wss C-I a. N'# SSEMBLY LAYQU7 ia.Y.S. s1r tp+mcM ASTM Dt929 Tau•c 960•F .P.IATLC M; Mlu 6165 -TLit6fLE Si6EN4 Qt AFTt]t'rirNMERa/" ASTM-636 9302 0.,Xam 1 HY BLADE SOLID & T,A` HY WINDOW BLADE DETAILS a¢°"" G sM x.61'." 6°°'"'. N.T.S. tU7t/ti�ssnoy' Lilt. A 7 FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone `�. .''•••• "• s/S 02017 TILTECO,INC. m 2017 EA;TEFIN METAL SUPPLY, INC. \GEN�F BERTHA HVTM AA. Accordion Shutter System /MVE E 4 1 N C �'. ■ KV. BLADE#1 W/OR W/(7 KV.HAtyDOVI BLADE American Shutter Systems • i�" Q 11 LIT TESTING k ENGINEERING COMPANY EV.N. oEscRlPnaN Dai¢ DRAWN av: Lc. W Association, Inc. I OLD.15-085 7/27/1 DATE: 07/27/17 O r Q. <, ,t an ON.36N,St.St 305,MRCw GARDENS.nopm MIX4268 Wesfracds Drive 2 ►'` ice Phone:($05)871 1s3o rut:(3Ds)s7r-ls3t DRAWING No .. ,a a-moa:Ell eceooa.eetn West Palm Beach, FL 33407 3 17-107 ttt Ea-0006719 4 t r,4 WALTERA.TICCIT Jr:P.C. rLoraDA Uo.p 44167 s SHEET P.E. SEAL/SIGNATURE/DATE 6 4 OF 20 5 �i22-14m �•xx� " NOTES ON HV LOCKS AND CENTERMATES: A D c c u N s T u 1 T MANDATORY CONDITION Jt:ONE HV LOCK or SHALL BE USED AT 1f2 OF SHUTTER SPAN FOR ANY SPAN (((��� OR t2'ABDVE,OR 8 QW 2 OF SHUTTER SPAY FOR SPANS UP TO'105".AND FOR iNS'FAUtdt�MONS AT ANY ELEVATION: HV IACK'�i or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK;ATTACHED TO'�OR CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG FLAT HEAD.S.S= M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. V I� 2:Qj�1 j,II¢QyN_MLA11.'IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TN'0 HV t6 m� LO K¢S�S AS INDICATEBE D ON USED i)INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 12� V r' LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. a9-xv» V 3. OPTIONAL CONDITION 42 MUD ONLY WH R.- ($,i�E'D W/iW0 H.V. LOCKST: LOCKING:ROOS ARE NOT REQUIRED AT URRICANE'POSIT10% BUT MAY CC o :4 � a a 0.0 °e 2 8£ USED if DESIRED TO ENHANCE SHUTTER PER FOr MANCE LOCKING RADS Ci OR 4N ALTERNATIVE DEVICE n MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. Mw BY CONDITION i2:ONE HV LOCK® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN N i „ AND INSTALLATIONS AT ANY ELEVATION.HV LOCK(24 or(tri SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TOCORNER CENTERMATE-W/(2) 1/4*0 20 x 1/2- LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS CS M'� R� i AT TOP&,BO OM SHALL DE USED LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVAAON. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PERSCHEDULES SHOWN ON SHEET 12. l5J � Wa >i; S. _ 0x3 Srg$ ONE ALTERNATE HV LOCK.' G MAY BE USED IN LIEU OF HV LOCK or UFOR ANY SPAN AND /N`7 S g- x- > INS7 TIONS AT ANY ELEVATION,AL NATE LOCK @ MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT IH OF 1f4'0-24x3/4'S.S.THUMBSCREW TO C OR @ CENTERMATES SHALL BE MADE VI/ 1/4`4-20x3/4"ALUM. OD wo gg ANNUT AS SHOWN ON SECTION HVE, SHEET 8, ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1f3 OF SHUTTER SPAN. 6. MANDATORY CONDITION (3 FOR KEYSTONE MD t G(d.$jat t iTtQHS ONE HV LOCK 0y or or SMALL.BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF'SHUTTER SPAN FORSPANSUP TO 96';AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 18,or @ or @ AWAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @�or Q SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HEAD B.S. 'SEE END M.S. LOCATION OF LOCK SHALL BE ASINDICATED,ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONhiEOL E r I OR @STOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON tl F SeHMSS 0 ++ *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. 1 OF CORNER NDMON jI VALID ONLY FOR W,3:I= 4Nn MATES a AND1 C£NTERMATE ONE ALTERNATE HV 'T'LOCK 0 MAY BE INSTALLED IN LIEU OF HV LOCKS OR�3 FOR ANY SPAN AND �aatj�4 aR�-�aut�a+t ll •�13 me IN57'ALLATION AT ANY EL£VATtON.ALT RNATE.LOCK PI} Y BE USED AS AN INSIDE OR OU As LOCK. ATTACHMENT �.-��, OF LOCK®INCLUDES USING REINFORCING LOCKET ,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 14•0-`lam*.I`3 +',o ox CONNECTED TO CENTERMATES @ AND If41 W/ 1/4'2-20 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"0z 5/8''RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12., • 70*�v 4n©*(,7�;+ 1S ae MAXIMUM ABOVE AND BELOW MIDSPAN.USE OF TWO LOCKING RODSa.TOP AND BOTOM IS MANDATORY. J+ ���•�i'3} Ts* «ta+ A *NOTES H�D-LOCKS & C� ERM R: T HD LOCK 3.i He RMATESC3,�E +j2 WI A: ONE ALTERNATE HD.LOCK3(D MAYBE USED IN LIEU OF TYPICAL (1) HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTN.IATIONS AT ANY ELEVATION.,ALTERNATE HD LOCK�R MAY BE USED N.T.S. AS AN INSIDE OR OtTTSID W/.LOCK.ATTACHMENT OF HD LOCK 3 TO 0 IS 3 48 z 31W F.H.S.S.M.S•.AND INCLUDES REINFORCEMENT INSERT j AS SHOWN ON SECTIONS HDS-Iyam AND HOC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN:OR 12"MAXIMUM BELOW OR ABOVE MOSPAW USE or LOCKING RODSSI IS COMPLETELY OPTIONAL FLORIDA BUILDING (Non igh Velocity Hurricane one 4111 ��v.•�v +Y /��s 02017 TILTECO.INC. ©2017 EASTERN METAL SUPPLY,INC. , .L, BERT A HVTIA "' A A Accordion Shutter System N.c. ■ rA w I.V. BLADE#T.-w/-OR w_/o H.V,WNDOW MADE AMBT'TGQn SI7lI8r Sy${e(1'ISREV.N DESCRIPTION DATE DROWN'DV: LC. TILLIT TESTING & 'ENGINEERING'COMPANY' '- Association, Inc, , OLD 15-085 7127!1 DATE: 07/27f17 L ,��:'�� 0355 N.W.35th St-Stx,305,4MMA WV4t,A RVA 331a% ¢268 6Vestrood5 DrivO x DRAWING No i Phone:(305)STt-1530.Fox:(305)871-1131 Ss . � a-moa;uTle�eo0o!.c0m West Palm Beach, FL 33407 3 1.7-107 L/�-f L�t"",I 111 WALTER A LUT J,P.E. 4 1.7`10/ FLORLOA U-..if 54167 5 SHEET P.E. SEALJ51G6(ATURE/DATE 0 5 OF 20 ` it -CONCRETE ANCHORS POURED CONCRETE .POURED (SEE SCHEDULE,ON OR CONCRETE BIO CK POURED CONCRETE REQUIRED 1/4'0-2023/4'S.S. �"\ - SHEET 13) _�. CONCRETE ANCHORS MACHINE SCREWS CONCRETE REOUIREQ REquIRED Its .(SEE SCHEDULE QN W/ 1/4'--20 I CONCRETE ANCHORS - 1 1 a (EN37anf(5Ef uwNtiNO�i aN SNEEt�} F ,r f-SHEET 13) NUTS t2'O.C. s" .(SEE SCHEDULE ON SHEET 13) I f/ F I2 14 1 "M SCRE S.S rt `M n f _ -Eq EQ- MACHINE.SCREWS �-. T----I:--�" _ USING tj4'-20 NUTS '1/2' 19 0 12'D.C. -E0 EQ. III r E_0.- 1/21 ..250'Max. •J r; in { 1 3.OR f 5 E ------ U3 I 13 at 15 oin .250' ED. e t I i I .250"Mcx. I Tu ti I I ; Max. L. r I ! I �„ 1 OPTIONAL 11 I' , PTIQNAt Ittl 3PJ1iA110N ,t I � I I ' S4ETAAE t �I ♦ i I MIN..SEPARATION TO GLASS i 1 -tIRR®AumAW 1 -{�OR 1 ) EXISNNG�(SEE SCFEDULE ON SHEET EXISTING i ou stEr is FOR '1 I f ( ) CLASS UALt CD&8 GLS , MIN-SEPARATION TO GLASS I AS--I �_ (SEE SCHEDULE ON SHEET 1I)- EXISTING ! ) EXISTING ^ OA HV WALL HEADER INSTALLATION GLASS HV WALL HEADER INSTALLATION HV WALL HEADER IySTALlATION + KEYSTONE EXISTING - 1) MtN.SEPARATION TO GLASS �S-"' rD+.SEPARAIVI 1 OR 1`'�'� 1 I 1 1 EXISTING�j (SEE SCHEDULE ON SHEET 11) 1 1 r 1 `C._ t^ MIK SEPARATION TO GLASS ' CLASS 1 t�r�ON Sw m_ i{{�yU; ��y (SEE SCHEDULE.ON SHEET i I) i r �BJttSTtDig EXISNNG ' r" _,f .' OPTIONAL i; j}(i*itj( �(Hy11 GLASS 1/4' I/4'Max, - E.ID• Maz. _ OPTIONAL. , ; S,r^ 1ILI r13 OR .@ t i 1 1 I - � D�.''j i1 /2 - 18 L _ E0 ED 13 oR 15 r - 12 OR® - f /4"0-2 S.S. S.S. Min. 11 L..EQ EQ� PHILLIPS TRUSS HEAD 1/4'0-29x3/4'SS.PHILLIPS f r 1 { Qa ) ; MACHINE SCREWS USINC ,, CONCRETE ANCHORS TRUSS HEN}MACHINE SCREWS Lm -- -CONCRETE ANCHORS 1' 1/4"-20 NUTS 0 12^OS. (SEE SCHEDULE ON W/1/4"-20 NUTS 0 12'O.C. 1 (SEE SCHEDULE ON SHEET 13) F r } Min POURED CONCRETE— SHEET 13) POURED CONCRETE /t OR CONCRETE BLOCK OR CONCRETE BLOCK { T♦^-l'�9 _INCRETE ANCHORS REQUIRED WALL REQUIRED (p) Hy__W SILL INSTALLATION �1 (SEE SCHEDULE ON F HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14)' - OR CONCRETE BLOCK WALL REQUIRED � HV WALL SILL INSTALLATION NOTE FOR MM13INAITON OF SECTIONS, --- _ INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER .a,E.D. -EDGE DISTANCE -� L-E LIMRATONS OF.USE FOR1 {..I`l D �"'►['ASSEMBLY 5EE SPECIFICATIONS ON SHEET 13) ADE®pN SHEET 19 T -1.L♦ DLAWE2-MOUNTING SECTIONS CAN EE COMBINEDIN.'ANY WAY TO SUIT ANY INSTALLATTON: TLE R 11 7! FLORIDA BUILDING CODE(Non 819h {velocity Hurricane Zone `,T1 , .: `�Clys` '✓� 02017 TILTECO,.INC, 02017 EASTERN METAL SUPPLY, INC- y BERTHA H TM .4Accordion Shutter System LTE C-0-1..NC. A w. ■ rIA■ H.V. BLADE#! W/OR W/o..KV.WNCM BLADE � TILUT TESTING g ENGINEERING COMPANY American Shutter Systems EV,N DESCRiPTON OATS DRAWN:BY. L,C- % Cc �.. �.w �QI31 � �.V�.1yA s355 t{w.36th.St.,Ste.30.',MRGhA 6AROtNS,FLOR2)A 33td Association, Inc. 1 OLD t5-985 7/27ft GATE: tl7j27it7 r�..........---�.-p- Ph-:(305)871-1930.fax.:(305)871-1531 4268 Westropds Drive 2 DRAWING No lVAL ti�"101 ` "0:ta0O6®19I.— West PGtm 8eoch, FL 33407 3 17-1 07 WALTER A.TILUT JY.P.E. 4 I� 2x IVIx x"+ FLORIDA Ua(44167 3 SHEET P.E, SEAL/SIGNATURE/DATE 6 6 OF 20 POURED CONCRETE ANCHORS M'J 3EPARRKa1 .. t OR • Y ' CONCRETE (SEE SCHEDULE ON SHEET 13) ro DW.(set r 1 uN.SEPARAIWH SQz Ot SFLT ® EXISTING r( ( ,•(Sar afEova ar 1' REQUIRED Pox 6lAR mAN6 GLASS -; 1 t 5lIEET 1 t) i 1 EDGE OF pry M 16 FOR u ro Gv�S4 m 1 I A—•—r--r APPLICABLE EXISTING FtA9E5tDg t ` i °v s�,r i+7 1 ;i g t ALTERNATE i. i i 1 i i t+ EXISTNG I / / I d L r •� ,. LOCATION i I - #10 3/4 HEX WASHER HEAD t 1 1 I t 1 T13 ORU5 3j6"ra1N. TEK SCREWS 0 12"O.C. EDGE OF 3/8 Lm1 f''�..�CONCRETE ANCHORS 8 T SLAB IF 7 (SEE SCHEDULE ON SHEET 13) I / EO t to r ( / r APPLICABLE ./ i1 —EDGE OK -- EXISTING ' -,,,�_! / ii. t SLAB IF C1ASS--+ S(pgE I.r - t i 1/2 /+ -1 EDGE OF / ,r APPUCADLE E OS 1 APPLICABLE /� SU5 tF � ��� �i uN sTSWAION APPUCA6lE. POURED _--J POURt9 FLAT HEAD CONCRETE ANCHORS TD aAb(SEE tt I sEET i,I i' f / CONCRETE E' It. flEQCllREO (SEE SCHEDULE ON SHEET 14) =079 9' .•t .OR +CONCREf£ {( {}iI, REQUIRED FLAT HEAD CONCRETE ANCHORS IvnF3109CN _-J. REOuIRED ---•£.D.'. `--"—E.0.� (SEE,SCHEDULE ON:SHEET 14) �'� TRENCH INSTALLATION •�- ` - �D ONLY FOR UP TO +70, -75 PSF A.S.D. _ O HV FLOOR INSTALLATION BY WALK-OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER ( HV CEILING INSTALLATION SCHEDULE d3, SHEET 11 EKf5TR1,. taJros f O �_,_•„__ 6uu.oi1^o—i � CONCRETE ANCHORS III SCHEDULE7 mYSHEET TS) wON4^m y sqsPtARr A1tA110 )tJ ADAINCED T I '^••(ami 1t) t OUSTING-"'i i 1 t EXISTING ,r_.__,.._,_. r ` iEctmRlt>1GY 4 I 1 jq• EXISTING—i GLASS ....�(J"K. anrssEr i» _......_(j� GLASS--r FASIFNERS T*VER+9XHOAS W/ CLASS *.:r uab`.�FPNL SWx.TO 5 i ale MK EHDEDRENT O w tri ; (Se5 S'>2PJIY aJ 61 tl) 1 PC.FOR UP TO 6'-0`SPAN AND (1 ` I t� O C O.C.FOR SPANS LARGES(THAN rl i i i t t/ 1j4• I SE'r1NJT AAT EVERY FASTENER HFA] / t R i 11 11 I 1� ;;�MAX, i � '(TTP.}(1�E tJJIE T ON _ ° ' 0 4 r 110x3/4 HEX 1'E„p 4 SriEFr'1 i FlXL iUdTA 3/8 rhuX: u I t 3 OR )$ j t i I WASHER HEADSEAIANY . T 1 f 1ceE I TEK SCREWS 1 • 12 D.C. J/ I. TEJ114.3/4- HEX HEAD— ( i i �." 1 3/H � J.i r�/ / USING 1jd'a- X SCREWS•s'O.G -1-- -174x0/4•S.D.S. ± __- 1 L i e t a" i= / °`�1/4'a-zOz3/420 MUM CONCRETE ANCHORS' Y -_ _ E a 7� �, 3j '� i t r / 1,J: '.`, i O 12'O.C. OR i/4•D-2d S.S.M.S. _ SEE SCHEDULE ON ;1 f tD 9'O.C. 1! __ MO+. YJ/NUT®9 0 C. ( T/2 _ !•�.: i SHEET 14) { / Exnt4 NON STRUCTURA. ' / -T 7-)$ �(_ •�.,. 2.00 MIN, WALL TRIM(OECORgNE - 1 1/2" 1• /r T7 R 18 (.• .1.. E O. SILL) r� i ' .1 GE OF SOLAB Ir I 1 ti Lt14n3/4'F.H.SIMS. MIN. POURED CONCRETE T/ / 7 7/H•' 1 7/8' APPLICABLE 'S r-CONCRETE ANCHORS •9.O.C. + SEE NOTE i3(a) 1 REQUIRED �D POURED CONCRETE (SEE SCHEDULE ON ON SHEET i SEE NOTE 13(D} / �^ r POURED CONCRETE ON SHEET'T OR CONCRETE BLOCK SHEET 14} OR CONCRETE BLOCK - - — —' REQUIRED REQUIREDM V�ySTON MOUNTING I STAILLATION OPTIONAL r /POURED �NA7(tuu M X5.0,pESIQCJN PRE55URE:y+62 PS[ CONCRETE a H�Li FI OOR INSTALLATION O HV WALL WALK-OVER INSTALLATION M"NUM SHUTS SPAR V�cr - REQUIRED (2)'HV RAINGUARD INSTALLATION t hm, 'I^THIS INSTALLATION SHALL BET10N`50F USE FOR COMBI,N/2IlI1K OF SECTIONS: 4 E.0. EDGE DISTANCE RA,EONjpCENT i0 AN�QPERA9LEEEX(T MITATIONS SE FOR ♦SEE(SNIT NS �^yc �`' ��/ /�''� �J`, 1-SEESHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE OtT SHEET 19 ---' NJTALLATON DETAILS YY Z lO D H Y BLADE 2-MO LY IN ANY WAY S£CT10AN CAN HE A110N.COMBINED q�.L IN ANY WAY TO SUIT ANY IN5TALLATIODI. t1�1! �11: FLORIDA BUILDING CODE(hon High YeIQCi(y Hurricane Zone 02017 MTECO,INC. 02017 EASTERN METAL SUPPLY, INC. V BERTHA H TM * O. ; EGO'�"_. A '` & A Accordion Shutter System HN car' L , LNC. I� ■ ■ ." RAE#t W/QR W10 FLV WWOW RDE American :Shutter S stems TIILIT TESTING k ENGINEERING COMPANY Y Ev. o DESCRIPTION .DATE DRAWN BY: LC. '/P 4 AssociationInc. I OLD Ts-dBs 7/27/7 OATS: 07/27/17 _ _ �/ ! 6355 NW.361K St..Ste 3oA VIRGINIAflA RGINIA GARDENS. PoDA 13,C J �_ e.11 Ph—:(305)871 1530.Fox:(305)871-1531 4288 Westroods Drive z DRAWING No \t"((L o-m T Lnaaooaaxam West Palm Beach, FL 33447 s ♦ /� a � j1t EB-OW6710 4 i�7'-147 .H.•.�/AJt/rltr WALTER A.TIWT,.r.P.E. FLORIDA U./44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 SEE END WALL CON ON SH ETS 10 18 �` [� ��J .{ �/ SEE NOTES ON LOCKING RODS D,HV LOCKS Z)arQ OU'1 9D' i _r 'NSTALLATIONS YV/ ( HV **AND ALTERNATE NY LOCK 0 Old SHEET S. II /—EXISTING GLASS +� // BLADE SLACK DETAIL MVr'IS VALID FOR ALL �-•� � BLADE W HV CENTERMATES CENTERMATES APPUCATION WTH BLADEat QGR�onL/ �] oRr$ wiG -t 1% �R SEE END WALL CONNECTION ExIs11Nc cuss DETAILS ON SHEETS 10 & t�{ _____ __________ ji s• �, sus . — --- -- ----------'- --- .2x2-x1J6-.a'_2 ®. 3 1/4' 7- B 1/2.. _ 7- (6063-T6 Aum)'ALUAi. OPPOSING SYMMETRYCAL ANGLE w/(2) 1f4'o TAPCON 1f2� u+�2-� ' MICH RS To coNCRETE i i GEN ERMATES CENTERMATES (TOP/BOTTOM)k #1 Ox3/4'Sf.0 12' ,� MIN. SEPARATION (4)110x1/2",5.14.5.TO TUBE I. _ ac.'FULL LENGHT. W N L or W .yV LOCK. _ o, 7o GLASS AT-EACH ANGLE.(T!P}..I - I I w * ZC* I� �_ / (ONESHEET O 1) 5 10 T f24_ z' i J7• XFV0J �`" �Q`��Q�j0•Q� �_ ( HVB OUT * HV 10•©°1Q-(I �^Q•Qo' HVA ©a�on 6�*�7 oR SoRj¢`flox POURED CONCRETE OR @ * r—EXISTING GLASS CONCRETE.BLOCK WALL, 6 . 7 1 oR 6 7 1 rn I j 0•' Son 3 w 1 ae t/^ � REOU EO -----------_— (I EXISTING "Q' " SYMMETRICAL ��.j,�} �N -�. ' `f__9*Q) ®� MIN.PARATION— _u•— - + •. —,� j GLASS �LExImN CEI TE I C% �(Q•QcR j $oR®* oA TO GLASS SCHEDULE Xc (SEF.SCHEDULE _J GLASS o j Wj HV LACK fil ! (INTERIOR) ON SHEET 17) I MIN. SEPARATION A4 __ 1 TO GLASS I[Y �JJ f r `-�- - (SEE SCHEDULE OPTIONAL f ON SHEET 11)' (INTERIOR) nnt _ _—..--._. f1 k V L1T CONCRETE 1 f� ANCHORS 16.O.C. g I OUT (EXTERIOR) HVE HVF** HVD (+�"" aFLORIDA BUILDING CODE(Mon Nigh Velocity Hurricane Zone !1 ............ � 02Ot7 TILTECO,INC. 02D77 EASTERN METAL SUPPLY, INC. BERTHA HVT. ' . ■ Accordion Shutter System µv. MADE#i wj oR w/o H.V.WINDOW en)EECdN L A,. A American Shutter Systems Tllt]T TESTING k ENGINEERING COMPANY y EV.N DESCRIPTION OATC. GRANT!BY: L.C. i Association, Inc. 1 OLD 15-•065 7/27/1 DATE 07/27/17 1, 835S N.W.36th,SL,SM 305 NRGiNLt GARDEM FLORVA 3316 4268 jYestroads Drive z Phone;(305)8]7 1s3o rnx:(3a,)an_1s3t DRAWING No s �\ 1117 eae00000l.e„n West Palm Beach, FL 33407 3 17-107 ��NAC�� 1F Ee 0006715 4 WALTER A TILLR Jr,p.E.. FLORDA Uc.(.44167 5 SHEET RE, SEAIISIGNATUREJDATE 6 8 OF 20 ALTERNATE—INSTALLATION "T" LOCK HV L f "T" LOC S CENTERMATES & LOCKE S W 1 HV BLADE SEEEND CONNECTION DETAILS ON SHEETS 10 a is INSTALLATION HV BLADE OUT IN �.EITSRNa CLASS BLADEOSW K DETAC IM,ODUlEO ON s�ET s. Wf HD CENTERMATES D ' � Oa O �M AS WELL AS UNIVERSAL FLOATING RUDC 4gJ DCFNL Hoo-NVD. �-6• 8 a10+ INDICATED ON TMS S11EFT.MAY B E VSED wrtH TrnS N:IERAN SEE END_ tOw���•®rRfl=®a IRs nn NaETN1 HVC TrlowN IN TH15 sNEEr. 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AS MAYUFACTUR£D BY AWOEL CHEM t `�•� �:J � V TE*1oRt11 PARSIPPETN,'NEW JERSEY ...r-6�•7U•�01L+i+U7 •�Pt 07054 OR Cam. ` IS G���•��Ct�•��C�•® 3 d #SEF NOTES ON LDCgT4G Roos(J 4t M D towI;oN SHER 5 1-0- '**UN.`hRSAL FtSA»NU MADt(3 MAX KW-N IS III MR N1 CENTEAMAtn Mpi.,cA o.45 MTM PLACE Q FLOATING STACK iF fiflftffiirr.+�. FLORIDA BUILDING CODE(Non High Velocity Hurricane .Zone T .••" •. •'� ©2017 EASTERN METAL SUPPLY. INC. v` 02017 RUCCO.INC. i�;s •. �y_, BERTHA TM I o _ A S A Accordion Shutter System I L. E C O I M C. H.V. 9-4DE#1 W/OR W/O H.Y WINDOW E LADE ! TILLIP TESTING ENGINEERING COMPANY American Shutter Systems ;, DESCRInON DATE DRAWN I,*: La 4,i �,•`Q. d Assocla}tan, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 • QGARD S.IV" V iy 635'a N.W.36tR St,Ste.JO .. 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Assoclatl6n, Inc. i OLD 15-085 7/27/1 DAT- 07/27/17 ✓•••+ F + .8}9S KW.}bth 9L.Ste.}OS.NAGrNN C+ROfli9,PLQROA}3tb Ph—:(305)371-1530.Fox:(305)871-1631 4268 Westroods Drive 2 DRAWING No ry /� ,d r wa.enLecooao+.cam West Palm Beach, FL 33407 3 r�(}N�tA�yF 17—'107 S,V1Yr16 �17 fit E8-0008719 -••�'"+' TIF WALTER AnLLIT Jr.P.E. 4 f•"'rr+rrrrz�• FLORIDA Ua P 4/167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 SCHEDULE #- S!QHEDULE #2 SCHEDULE #A MAXIMUM SHUTTER SPN*1+" OR "L_,• MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*•'L+" _ —. NOTES (ft.). FOR INSTALLATIONS W/ ,QL, OR "L-" (ft.) FOR OR "L-" (ft.) INSTALLATIONS CFNTERMAIIM 0 &®,or or INSTALTIONSWj W 1 CONCRETE & WOOD (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W ONE fH�.V. LOCK or 0 or or & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING, HD LOCK (a W/ NO LOCKING RODS or ONEHVLOCK or 1)or L-:MAX.,ALLOYIABLE SPAN FOR A GIVEN NEGATIVE CENTFRMA 28 29 W ONE W/ NO;LOCKING RODS ® QR W/ NO'LOCKING WALL A. B, C, D, E. M. N, 0, P, Q. A.S.D. DESIGN PRESSURE RATING. / ODS MOUNTING F. K & L R. S. &V. H/D F­ LOCK 30 W/TWOS LOONG (SEE NOTES t.tt) (VAUO FOR MOUNTING(@ (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 tta�T(pOyTTP��&1•tB�OTTOM EE J� SHEET 7) FLOOR/CEILING G, H, 1, Ii• J T, U. W & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING: CONIA2 E j WOO INSTALLATIONS 0 NAwaw CONCRETE&WOOD ux�uUu CONCRETE MOUNTING & 1A ws0.al9cv .LSn tleswn IN A A.S.O.at5Ka1 INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FU]OR CVUNG PERE WALL MOUfMNC PRESSE DETERMINE MAXIMUM SPAN 1+'FROM SCHEDULE. RAnNc MOUNTING ­0 At RAIWC FLOOR/CEI oNRO MOWMG GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE.RATING, (o-r.IJ (P.-O FLOOR/CEIlING MOUNTING (P.`t.) I.OR-3 (+on..1 FLOOR ALL MOU14MJ� DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. l (R) L (R) L F (R) t-(R) L F (R) L-(ft) L 7 (R) L-(R) V MAXIMUM SHUTTER SPAN -L+"OR -L--FOR 30 OR LE }b'-0' i6-•d' i6'-0' 16'-0' 3d 76'-0" 16'-p' 3d ib'-O' i6 d' fNSTALLAMONS.INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 I35 15•-2• 16'-f 0" 105 pal.ASID. DESIGN PRESSURE RATING. MJNIM.UM DETERMINED SPAN BETWEEN 'L+'AND 'L-". 14'-10' 14'-10" 15'-2" B'-p' 35 la'-10" IS'-70"' 40 13'-10" i3'-10' 14'-2" 15'-2" 40 }3'-10' 13'-10' 40 -»14'-2"14'-3' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45' 13' 7' 13'-1" 131_4• 14'-3' 45 13'-1" 3'-1' 45 _ 13'-41' HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12•_5" 12'-572-$ i3-754 12'-5'---- 72'-554 i2'-3MOUNTING IN5TAL7ATidNS. LOCKING SPEC7FlCATtdNSWjFLOOR/CEtUNG MOUNTINGS: 55 11'-10' II'-t0' 12'-1" 12'-17' S5 11'-10' Ii'-10• 51 -1SHALL BE A$INDICATED ON MANDATORY CONDITION k2FOR A GIVEN POSITIVE ASA. DESIGN PRESSURE 60 11'-4' il-4` 1/'-7" 12'-4' 60 17-4" 11'-4' 60 Nr-2NOTE�5.StiEE7 5. RATING: 65 10'-10' 10'-ip' if'-1" IV-11" 65 -10'-.10" 90'-10" 65 9'-5' 10'-1' - DETERMINE: _ L1+-MAX- SPAN FOR WALL MOUNTING INSTALLATIONS. 70 tp'-b' t0`-6' 70'.9' 11'-5' 70 tp'-6' j0'-8" 70 _ 8'-9" 9-4 L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75^ 10'-i' 10'-j" UY-4' 11':-1 �f 75 10'-1" 10'-1" 75 - 8'"9" �"�'EXCEPT THAT MAXIMtlM SNUTIER INSTALLATIONS. 80 9•-10' 9'-10' 10'-0" so 9'-10" 9'-70' SPAN'L+'OR"L- AND 1.14XI14UM A.S.D.DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE _» 85 9'-6' 9'-6" 9'-9' '10'-5' 85 90-8' -9'-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3' 9'-3" 9'-5' i0'-1" 90 W-3' 9'-3 OR CONCRETE BLOCK SHALL 8E UMRED AS FOLLOWS: DETERMINE: 95 9'-0' 8'-9' 9'-2' 4'-f0" 95 9..4' _$•-9" 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. -100 8'-9' 8'-4" 9'-0" _,-Io 95 8'-9' $'-a" LIMITED TO^+64,-72 P.s.f. AND 8'-0" SPAN, SEE L2-- MAX, SPAN FOR FLOOR/CEILINO MOUNTING _ MOUNTING V ON SHEET 7. INSTALLATIONS 105. 8'-7' T-11' B'-S' 9'-4" 105 8'-7' 71-11^ 110 8'-4' T-7" 8'-7' 9'-2" 110 8'--4' 7'-7' F114AL MAXIMUM ALLOWABLE SPAN.IS EQUAL TO THE 115. 8'-2' 7-3- 8'-4" 8'-11" 1'15 B•-z' 7'-3" SEPARATION TO GLASS SCHEDULE MIN761UM BE1k7EEN.-L,+". "12+^. "Lt-•"AND .L:-- 120 W-11" 8'-2" 8'-9' 120 8'-0' 6'-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 T-10' 6'-8' 8'-0' 8'-S` 125 7'-tp' W-8' ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN j30 7'-8' 6'-5" 7'-10" W-1" 130 7'-8_ 6'-5" MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' W-2" 7--9' T-9" 135 7'-7' - 6.-2. WIND ZONE SPACING. 140 T_5' s-n• 7•-7' 7•-6` 140 7'-5• 5_1I" ASTM E-1996 SEPARATION 145 773' s'-9' 7-5' 7'-3" 145 7'-3'--- 5'-9' TO CLASS 150 7'-2" 5'-7' 7'-4" 7'-0" 150 7'-2" 5'-, 155 7'-0- s'-5` T-2" 6'-9' 155 w 7'-0' s'-5' 1 THftU 3 )"' -1" 160 6­11, 165 6'-10' S`-1" 7'-0' 6'-4' 165, 6'-10' S'-Y 170 5''9` �4'-B' . - _- ......_-_... ._6-2' _.._170 W-9" 4'-11" 175 _6'-.7" 6-8` 6'-0" 175 -6, 4'-9" -------i80 s' 6' 6'-6' S'-td" 186 W_s' 4'_6. 185 6'-5" 4'-6" 6-7" 5'-8' 185 6'-5" 4'-6" - HV R 1 D E 190 6` 190 6'-4' 4'-5' 195 6'-3" 4'-3' 6'-5' 5'-5' 195 6'-3' _ IV-3- 200 s'-2` a`-2' 6'-<' 5-3• 200 6'-2- 4'-2' 205 1 6'-1' 1a'-t' 1 6'-3" _fZLJ los s'-1' tot '%•. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone .��t•.•• •-, ���. 02017 71LTEC0:INC. '+'��' 02017 EASTERN METAL SUPPLY,INC. BERTHA HVTM �+' Accordion Shutter System I, d �L ECO 1I71.G. A.S. 7.A. '.HN. MADE#1_'W/OR:W/10 HN.VHNXtNRKE l '; 1�' +` TICCIT TE5TING & ENGINEERING COMPANY American Shutter SjT$t9M5 EV.N OESCRIPTIOtI Art L(C DRAWN BY:NY. LG. <` Q < Aasoctatiam, Inc. 7 OLD is-d$s 7/2711 Gt}E 07j27/17 5355 Naw,38N.SL,ste.Sas,IJIDN A GI%MW.AoRaa 3318 4268 WestrbddS Drive 2 { :.=§%1- Pggnq,;(305)871-1530.Fan:(305A71-15,31 DRAWING,No ---:•y�f�� ......... ``�,\ LLQ a-mqA,Glleea9ggl,gam West Palm Beach, FL 33407 4 17-107 i7w,107 NAI 'y WALTEE$-GC06719 �1 R A T1LUt Jr.RE Ar', FLORIDA Lic.#44167 5 SHEET, P.E. SEAL/SfGf 1URE/DATE 6 1'1 OF 0 MAxiA_'.5 /t NoR* SPACING (in4)SCHEDULE AGN MAX. �R SPAN, ASD. DESIGN NEGATN� PRESSURE RpT1NG AND A CORK CPO(DING MOUNTING TYPE FOR CONCRETEOR CONCRETE ANCHORS SPACING LEGEND POURED CONCRETE Sa MOUNNNGS A 8.C,O Ata qN SHEET 6 POURED CONCRETE CONCRETE BLACT( TAWITH OR D A YlALL HEAD MOUNTING A WALL HEADER MOUNTING WALL titADET2 MOUNTING D WALL SILL 4UNnNG 0 WAtl.SCLC OUNTING O&{�WALI„HEADER/SILL TAPCON WITH ADVANCED WAXIIJUM W/ W W/ W/ 4 MOUNTING THRFAOFORM TECHNOLOGY SPAN(ft) ASD.1150+NEWAM P#33tL2E PAM ASA.Dem t6TA17E PRESM RXIM ASD.DEstN Hewn P9 IiAP1G ASD.DESM IUAR£PR RUM, As0.pF9Ot 7ECA6£ PATWG AS.D,1',4901,4:G416E FFMIBE 6A1WC Ail POINTS SOLID-SET 30 40 6b 75 90 120 160 205 30 40 60 7S 90 120 160 205.30 40 6Q 75 80 720 160 20S 30 40 80 75 90 120 760 205 30 40 6O 75 90 120 160 205 30 40 EO 7590 120 160 205 BLUE TAP 14. 12 t0 9- 8 8 6 6 14 12 1O 9 9 8 0 14 12 10 9 8 6 6 6 14 12 10 9 8 8 6 - 14 12 10 9 8 0 _6 5.5 8 6- a 8 8 8 7 5.5 3`-0" 74 12 10 9 8 9 6 6 14 12 10 9 6 8 6 6 14 12 10 9 E 8 5 6 14 12 10 9 8 0 6 6 14 12 10 9 8 8 6 6 8 9 a 8 8 �8 $ 8 TAPPER+ OR LE 14 12 10 9 8 8 6 5 14 12 _10 B 8 0 6 6 14 i2 1p 9 8 $ 8 6 14 I2 .70 9 8 B 6 3 14 12 10 8 8 8 6 0 8 8 8 B 8 8 8 6.5 14 12 10 9 e $ 6 6 "14 12 iq 9 8 8 6 $- 14 -12 10' 9 .8. 8 �8 $ 14 12 10 9 8 8 6 - 14 12 10 9 0 8 $ $ 8 0 8 0 a 8 8 7 14 12 f0 9 B 8 6 4 74 77 ip' 9 8 8 6 6 14 12 19 0 8 0 6 6 14 12 10 9 a 7 - - Il 12 10 9 8 7 5.S - 8 8 8 8 8 7 5.5 4 14 12 .10 9 8 8 6 4 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 t4 72 f0 9 8 8 S.5 - 14 t? 10 4 8 8 8 6 8 d 8 8 8 8 $ 8 14 12 10 9 8 0 4.5 - 14 12 10 9 8 9 -6 -4 14 12 10 9 8 $ 6. 6 74 i2 10 9 8 a - 14 12 10 9 0 8' 8 a 0 8 a 8 8 65 9 14 12 10 9 -ii- a a 4 14 12 10 9 8 8 6 6 14 12 10 9 8 0 6 6 14 12 10 9 8 8 - - '14 12 10 9. 8 6 6 - a 8 8 B 8 8 7 5.5 ti 72 TO 9 $ B 4.5 - i4 12 70 9 9 8 6 3.5 14 12 10 9 8 8 6 6 t4 12 10 9 7S - - - 14 12 10 9 7.5 5.5 - - 8 8 8 6 7.5 5-5 4 .3 * SEE ANCHOR 14 12 tO 9#B 8 <.5 - 14 12 10 9 a- a 8 3.5 14 12 10 9 "8 8 6 6 1♦ 12 10 9 8 7 - - 14 12 10 9 6 8 6 = 8 9 8 8 8 8 8 8 t4' t2 sa 9 a SS - - 14 12 TO 9 $ $ 45 'FS'' 12 10+2- 8� $ -6 5 14 /2 }O 9 �$'- 3 - 'it I2 10 9 �8, T' 5 8 5 8 8 7 s # SPECIFICATIONS -14 12 10 8 a a 4 - 14 12 10 9 8 a 6 35 14 12 1 8 8 6 6 74 12 10 9 8 - - 14 12 10 9 8 7.5 - - a B a 8 e 7.5 5.5 s ON SHEET 13 14 12 10 9 8 55 W- , 70 9 a 11 4S - t4 12 10 9 8 8 6 8 14 12 95 7.5 4 - - 14 f2 9.6 75 6S 35 - - a e a 7.5 65 45 3.56' 14 72 10 9 8 5.5 8 4.5 _ 54 12 10 9 8 B 8 6 t4 72 itl 9 8 4 - 14 12 10 9 8 8 4 - 0 8 6 8 a 8 8 7.5 14 12 Ip 9 8 J tq 9 8 B 14 12 10 9 8 8 5.5 3.9 14 12 10 9 4.5 - - 14 12 10 9 7,5 4 - - a 8 8 8 75 5.5 4 3 i4 t2 74 9 8 5 70 9 8 8 4 - 14 12 10 9 8 8 6 5.5114 /2 SO 9 5 - - 74 12 10 9 8 4.5 - - 8 8 6 8 8 6 45 - 14 t2 109 0 4Al2 12 ib 9 8 6.5 3 14 12 10 9 8 8 6 - 14 12 8 {5 - - - 14 12 8 65 5.5 - 0 6 8 6.5 SS. 4 3 7,-O" 14 12 111+1 0. 4 t0 9 a 6.5 3 - )4 12 l0 9- 8 8 6 - i4 12 10 9- 6 - ti.i2 70 & 8 7 - 6 8 a 8 6 8 7.5 6 74 12 iq B A.9.�- 12 'tb 9 8 % - 14 A2 70 9 8 7 4 - 14 12 10 5.5 - - - l4 12 10 0 6.5 ^ - 8 88 a 8 5 J.5 74 12 fp 9 7.5 7512 tq 9 8 6 - 14 12 10 9 8 a 6 - 14 12 10. 6 - - - 14 72 10 8.5 7 - - 8 8 =6 8 7 5 4 - ti.12 t0 9 5.5 3 - - id 12 tb 9 8 45 - - 14 12 t0 9 a 8 - - ta' 11 7 - - - - 74 it 7 5.5 3.5 - - '8' 8 7 55 4.5 aS - - B'-0' l4-12 10 H 5.5 _ 14 f2 10 9 8:' 4.5 - 14 12 10 9 86 - - '.14 12 10 _7 4 - - f4 12 '70 9 a J - = 6 8- 8 8 8 7.5 7 4 ♦SEE LIM(I'T��ATIONS OF USE F(1R t# 12 t0 5:5 3' - 14 12 i0 4 $ 14 i5i'10 9 S 55 - - i4 iT 85 3 - t4 12 8.5 7 4 8 8 8 7 5.5 4 J BLADE�4N SHEET 19 14 12 1p 9 5 - 1{ 12 ID 9 8 1 - 14 12 1q 9 8 8 - - 14 12 9.5 - - - - 14 12 9.5 7.5.4.5 - 8 8 0 7S 6 45 - - 14 12 10 6.S A5 - - - 14 12 10 9 7.5 - - 14 12 t0 9 8 - - 13 9.5 4 - - - - 13 95 6.5 5 - - - 8 a a3 S 4 3 -� - O,-0. ti t2 10 6.5 '4 w ^ t4 t? 10 9 7.5 - - 14 12 is 9 8 - 14 12 la 5 - _ - 14 12 10 9 5.5 - - 8 8 a 8 8 6.5 6 3 14 72 8.6 4 14 12 10 9 4.5 - - 14 12 10 9 7.5 - 14 1r.5 43 - - - 14 i1S 7.5 6 - - - 8 $ 7.S 6 S 4 T4 12 10 6 4 - t4 12 10 9 7 14 12 70 9 a - - 4 /2 9 - - - - 14 12 8 841 - - 8 $ a 6.5 5.5 4 14 12. 9.5 5 3.5 - 14 12 10 9 5.5 14 12 10 9 8 - - 11:5 8.5 - - - - - IIS 8,5 5.5 - - - 8 6 '5.5 4.5 33 - - 30'-0" 14 12 9.S 5 J5 - - la /2 10 9 5.5 - - 74 12 10 9 8 - - 14 12 7 - - - - - t4 12 la.7.5 5 - - a' a 6 8 8 75 4.5 14 12 55 3 _ 14 12 10 6 3 - 14 12 10'. 9 6 - - - 14 70.5 3 - - - - 14 103 7.3,5 - - - 0 8 7 55 4.5 3,5 - - 14 12 9' 4.5 3 14 12 1a 9 5 14 12 10. 9 8 - - 14. 1T - - - - - 14 it 7.5 - - - - 0 8 7.5 5 5. - 14 12 7 - - _ _ 14 12 10 - - - - - 14 12 10 - _ - - 10.5 8 - - _ - _ 10.5 8 5 - - - 8 6 5 4 35 _ - - 11-0" t4 72 7 - - - - i_ 77 10 - - - - - 14 12 10 - - - - - i4 12 5 - - - - 14 12 10 - - - - 6 14 12 4 14 42 i0 - - - 74- t2 70 - - - 125 8.5 - - - - - 2.5 9.5 6 - - - - 8. 8 6 3 # 3 - - 14 12 6.5 - - - - 14 12 10 74 12 10 - - - 13.5 10 - - - - 14 .10 7 - - - 8 6 7 5.5 4.5- - - - 11 12 5.5 - - - 14' 12 t0 - - 14 12 ttl - - - - - 9.5 7 - - - - 9.5 7 3.5 - - - - - 0 7 45 3.5 3 - - 14 S2 5.5 - - - - it t2 10 - - - - - 11 12 la - - - - 24 i2 4 - - t4 12 10 - - - - 8 8 8 8 a 8 3 12'-0" 14 12 3 - - ^- - - 14 12 8 - - ~- - - 14 12 10 - - - - 1S 6.5 - - - - 11.5$.5 4 - - 8 8_ 55 45 4 - .. - - - 14- 72 to - - - - 2.5 9.5 - - _ _ _ 135 9.5 4's if X12 .5 _ _ _ _ 14 t2 10 - - - - 14. r2 - - .. _ 14 12 - - - - 14- 12 - - - - - 9 4.5 - - - - - 9 6.9 - - - - - 8 65 4.5 3.5 3 - - � HV BLADE OR 1 HV BLADE .. - - - - - - 14 12 - - - ^' - - i4 12 - - - - - - T4 12 - - - - - 8, 8 8 8 .d 4,5 - 13'-D" 74 12 - - - r4 12 - - - _ - - - - _ 14_itl - - 14 12 - i4 12 - 0.5 5.5 - q.5 8 - - 8 6 5 4 3.5 - WZ 1 HV WINDOW BLADE 14 12 - - - - t4- 17 - - - 14 12 - - - - IIS 6 ^ - - - 1:5 8.5 - - - - - B 0 55 4.5 - - 74 12 - - - - - 14 12 ^ - - 14 12 " - - 8 3 - - - - e 6 - - - - - 8 .6 4 3 - - - - WORKING IN UNISON 14�-0' 14 12 _ _ _ - 14 12 ^ - - - 14 12 - _ _ _ _ 14 9 - - - - 14 M - - - - - 8 a 9 0 7.5 4 _ 14 7 - 14 12 _ 14 .12 _ _ _ Ip .y _ _ _ _ _ 14. 7.5 _ _ _ - 8 7.5 5 4 3 - 74 11.0 - - - t4 12 - 14 12 - - - - - W.5 4 - - - - - - 103 0 - - - - - 8 8 5 4 - - - - 14 - _ _ _ I4 - - - - - - 14 - _ _ - 7.5 - - - _ - _ _ 7.5 .,. _ _ _ _ _ 75 5S 3.5 3 14 - _ - - _ ly _ _ _ - _ _ fy - _ - _ _ _ 8 6' 8 7 1 3.6 - 15,-0" 74 - - - - - 14 - - - - 14 - - - - - a - - - - 9 - - e- 7 45 35 3 to _ _ _ 14 - _ _ _ _ _ t0 - 8 1S 5. 4 - - 14 - - - - 14 - - - 74 - - - - 7' - - 7 - "' - - - - 7 5.5 3.5 - - - - .. _ 1< - - - - - - 1< _' - - - - - ly. - - - - - - 14.. '^ - - - - - $..8 $ 75 6 3 - - 15-0" ty » _ _ 1y - _ 8 6.5 < 35 14 - - - - - - 1{ - - - - _ - 14 - - - ,N H - - - - - 9.5 - - - - - 8 7 45 - =---:-=FLORIDA FLORIDA BUILDING CODE{Nan High Velocity Hurricane Zone 02017 TILTELO 02017 EASTERN METAL SUPPLY, INC.. E INC. ill, t�.NZE.N, : , +• BERTHA_IVTM l .i L E C �Nc AxS■S■A■ H.VAccordion Shutter System . MADE#1 W OR W10 H:V,WNDOW 131AX TILLR TESTING & ENGINEERING COMPANY American Shutter Systems IEv,N DESCRIPTION DATE ORMN 6Y: LC. its* a 6353 xrr.30tH.sc.,$1o.305,wacaa4 cuwtNs.thaw 3316 Association, Inc. t OLD 15-085 7/27/1 MIE: 07/27/17 Phone:(J05)871-1530.Fax;(305)871-1531 4268 Westroads Drive 2 DRAWING No 4-moj:uue�aoaa.�9m West Palm Beach, FL 33407 3 1-} 51+}� ES-0005719 1 /-107 "- 701V + �4�+111{ WALTER a T1LLR Jt.P.E. 4 r. FLORIDA U.}44167 5 SHEET P.E. SFF(Lf3K3MLi1JRE/DATE 6 12OF 20 MAXIMUM Ah&HOR* �CHED_ULF FOR A GIVEN MAX. SHUTTFRSeAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES $D ICN NEGATM n PRESSURE RAl1NC AMD A GORRESPONIHNG MOUNTING TYPE FOR CONCRETE DR CONCRETE BLOCK INSTALATiONS (SEE MOL'NTlRtS E G,&HON SHEETS 6&7) t.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: P0URE0 5a7Ndi9.1FJCGNa7ETE BLOCK POURED ONIC�E (A) TO EXISTING POURED CONCRETE. (Min, Cc A J ksI) uwAw E WALL SILL MOUNTING G CETUNG MOUNTING HFLOOR MOUNTING - 1/4`0 TAPCON OR TAPCON WRTT ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.Vc= 3 in;) SPANANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min, f'c m 3 Isi) (B) 05I l8Gt7hE PRE1SIRE 9AltYG 0[904 6ErAME PFFp ffb4RE.RAt9 C(n 0 9E9C8 6stthF Pis 6£U wO } - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.re_2 ksi) TAPCON OR 1 4 0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL.POINTS SCREW, BOLT&SPECIALTY 30 40 60 75 90 120 760 205 30 40 60 7S 90 520 160 205 30 40 60 75 9011201160 2D5 TAPCON WITH ADVANCED, - /v [14 t2 t0 A 6 8 6 AS 54 12 '10 9 8 e 'e G 14 t2 Yo 9 e 8 e e IHRFADFORM TECHNOLOGY COMPANY OR ANY,OTHER APPROVED LICENSED OR AUTHORIZED VENDOR P,EGIS[ERET)WITH THE AMERICAN SHUTTER SYSTEMS ASSOClAT108,INC. 3"-0` 12 10 9 B 8 8 6 Y4 12 10 4 8 8 S 6 14 12 50 4 8 8' 6 8 (Min.re 3 k5i} OR LESS ITS 10 9 8 8 6 A 14 12 10 0 B e6 6 14 12 10 9 8 8 6 g ALL POINTS SOLID-SET BLUE TAP W/,CAP NOTES:' 12 !0 9 8 8 6 7 14 12 t0 9 8 8 6 6 14 t2 t0 9 8 6 6 6 TAPER+ At)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPER+ 12 10 9 8 7 5.5 3.5 14 12 f0 9 B 8 6 '6 14 12 10 9 A 8 6 5 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2•.4•-0' 12 19 9 6 8 6 8 74 1210A 6 8 6 8 14 12 tO g 8 6 8 3.5 12 la 9 6 8 c 4 14 12 s0 9 8 e 6 4St4 t2 1O 9 8 i 4 3.5. A2)MIND.IUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8•INTO THE POURED CONCRETE. NO EMBEDMENT 12 10 9 8 a 6 4.5 14 12 tO 9 8 B 6 5.5 14 12 10 9 8 A 6 4.5 .SEF INTO STUCCO SHALL BE PERMITTED.1/4'0-20'S.S.MACHINE SCREW USED SHALL BE t 1/2'TONG MINIMUM SHOULD'STUCCO TTS t0 973 5.5 3.5 - 14- 12 10 9 8 8 .6 5 14 12 10 9 6 7 5:5 4 rygpE A ON'S1t1't9 EXf57,AND t"MiNiMUM FOR WALLS WITH ND STUCCO. 5'-0• 12 10 9 8 8 6 6 14 12 10 9 e 8 6 5.5 14 12 10 9 8 @ 6 4.5 14 t2 10 9 8, 7 4 - t4 52 1a 9 8 65 5 3.5 t4 12 10 8' a5 5 35 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR; 14 12 10 9 8 17.514.51- t4. 12 10 9 8 8 c 4,5 t4 t2 10 g @ 6 4.5 .75 ANCHORS S1W1 BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 7.5 6.5 4.5 - is '77 10 9 8 7,5 5.5 4 14 12 10 9 @ 6' 4.6 35 NOTES A.1)&A2)ABOVE.FOR INSTAIIATIONS ON VINYL SIDING OR:EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 6•-0" ti t2 i0 9 $.. 8 6 14 72 t0 9 e a 8 5 74 i2 10 9 8 6.5 5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 73 5.5 3 - 14 12 t0 85 7 5.5 4 3 14 _ITS @ 9.5 5.5 3 = B TO EXISTING CONCRETE BLOCK: ASTM C-90 t4 i2 t0 9 8 b - - t4 t2 t0 9 8 6.5 5 3.75 t4 t2 t0 65 8 5 4 �- {)1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX, 14 IZ 8 8.5 Ls 3 14 12 10 0 6 &5 4.3 3.5 14 12 l0 @ 7 S 3.s 3 - 1/4'0 x 3/4'ALL.POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY, 14 12 !0 9 e 5 -- a 72 to 9 @ 7 5 4 t4 12 10 9 75 A5 t 3 - 1/4-0 BLUE TAP CONCRETE ANCHORS W GAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 7-0° 14 t2 tb 8 6.5 "4 - - ti t2' 8 7.5 6' 4.5 35' - 14 0.5 7 SS 4.5 3.5 - _ 11470 TAPPER,ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,.AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 IO 8.5 7 4 - 14 12 70 9 75 5.5 A - 14 t2 9 7 75 4.5 = COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN'SHUTTER:SYSTEMS ASSOCIATION,INC. 74 tt 7. 5.5 4S - 14 12 10 4 7-515,514 -• 14 52 9 1 6 43 3 8.-D. 14 17 10' 9_ 8 6:5 - --.14 E2 t0' 9 8 B ,+ - 74 12 10' 8 85 5 3.5 '- NOTES: 14 t2 8.5 7 5,5 3 - - 14 12 .8 65 SS 4 3 12.5 4S 6 5 4 3 - &i)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND 1APCON I4 12 93 75 6 - 14 12 g.5 6 8.5 5 - - 14 12 9 6 BS 4 - WITH ADVANCED THREADFORM TECHN040GY ANCHORS IS I•. 13. 95 6.5' 5 3.5 - - - 14 12 10 @ 65 5 - l4 12 8 fi.5 5 4 _ 9"-Oe 14 I t0 9 8 - - -. 14 12 W 9 7S 4.5 - - 14 12 8.5 7 5.5 4 - 82) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO ._. _ ..._...... -.._..� u IT. 7.5 .6 4 - 14 11 7 SB s 3.5 - - It 8 55 4.5 3.5 - EMBEDMENT INTO STUCCO SHAD.BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1f2'LONG MINIMUM SHOULD STUCCO 74 12 T-57-65 4.5 - - 14 12 8S 7 5.5 4 - - t4 10.5 7 (5.5 6 4.5 - - EXIST,AND 1•MINIMUM FOR WALLS WITH NO STUCCO. 115 A.5 A5 4 - - - - 14 12 9 7 6 4.5 - 14 11 7 5S 4.5 35 14 12 10 9. 7.5 - t4 52 !0 8 8.5. 5 ^ 14 t2 B 6 5 4 - 8.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE.EXISTING WALL OR FLOOR, 10-0` t4 10.5 7 5 3.S - - /3 9S G:5 5 4 3 - YO 7.5 5 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL flMSHES.ANCHORAGE SNAIL BE A$INDICATED ON 54 1t 75 6.s - - t♦ 11.5 9 b 5. 4 -- - 25 95 a 5 4 4-'- - NOTES 8.1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER tA5 8 S - i4 72 8 fi.5 55 a - i3 t0 85 5 4 3 - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 tZ 10 - - - - •. 14 t2 9 7 6 4.5 - - 14 10.5 '] 5.5 4.5 3.5 - CC) ANCHORS$HALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 125 8.5 A....::'.- _ -• 11 9 B 4,5 4 3 - - A 7 45 3.5 3 - - 74'70 - - - 14 to$ 7 5.5 45 - - - T1.5 84 55 4.5 3.75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(CO.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. B5 ] 4.5 - - - - - 14 11.5 75 6 5 - - - 12 9 6 4.5 4 - i4 i2 /6 - - - - 14 t2 8 85 AS - - 13 10 6.5 5 4 - - F,OGE DISTANCE VE SUS SPACING SCHEDULE FOR ANCHORS: TTS IIS b5 4.5 - - - - 11 B S.S 4 3.5 - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR.EDGE DISTANCES INDICATED BELOW,FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 3S'45 G - - 13 9S 8.5 5 + - - - 0.5 8 5 4 - - - - BY MULtIPLYiNG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 14 10.5 7 55 4S - _ 11 8.5 SS 4.5 3.5 - - REDUCED.SPACING OBTAINED USING FACTOR.SHALL NOT BE LESS THAN MINIMUM SPACING WDICATLIT FOR EACH ANCHOR TYPE. T3•-0'14. 12 - - - - - 14 It. 7.5 6 5 _ 12 9 6 4.5 4 = = - - -- FACTOR to,$ 8 - - - - - -to 7.5 s. 4 3 - 7.5 5.5 4 3 ACTUAL TAPCON VIfT11 ADVANCED TAPPER 4• EDGE TAPCON ALL POINT SOLID SET BLUE TAP W CAP 12.5 6.5 - - - - 12 9 G 4.5 4 - B.5'-7 5 4 - - - THREADFORM TECHNOLOGY / MIN.SPACING 8 G_ - - - - ^• 13 9.5 63 5. - - - - oS 7S 5 4 V $ D,�Q�1 Dt ' � MIN.SPACING-3' LAIN.SPACING-3' MIN.SPACING=3 t12' MIN,SPACING-3' 3 3/4' 4' 14 12 - - - - - 14 103 7 A5 - - ^ 11 8.5 55 45 - - - E.D. 14•-0" s0 75 - _ _ _ ,. g 7 4.5 35 - - 7 5 35 J - - - - WHY BLAD POUREDONC CONCRETE& FOU;M ny,�E OOtK'REiE d0a( "POURED CONCRETE h POURED CONCRETE&POJ�D CQNI21lE COAg1kiE BOCK 115 8 - - 11 8 A5 4,5 - - - - 9 6.5 4.5 - - - - i M V N Q CONCRETE BLOCK tG,Lu•3 Ile MN ED.e 2 1 fY CONCRETE BLOCK CONCRETE BLOCK UN FD.-3 112'LM ED.e 2 1/2' MN EU..3' MN.ED.e3 t MR E0.x3' 75 - - - - - - 12 9 8 - - - - - 9.5 7 45 - - - - 3' 1.0 0.90 t.0 0.78 1.0 0.84 1.0 T4 35 10 65 = - - 6.5 s 5 - _ - - BLADE WORKING 2 1/2' - -o.et _ ,.a -..- _ _ -- - 0:67 1.0 15"-O` g - - - - - "''8.5 6.5 4 - - - - _ _ ." 1N 'UNISON -. - - - t0 - •- 0.5 S S - _ _ e.s fi 4 - - 4r� 2' D:71 4:St 7 - - iff .5 - - 9 8.5 AS - - - 1 3/4' - 0.91 - - - 0,43 IB'-0' t4 _ _ _ - _ - 6 _ _ _ _ '• 10 7.5 5 t,.tf2' 8 - - _ - 4 - - b 4.5 3 ' - - g5 - 5 - - - - 8 6 +--= - - FLORIDA BUILDING CODE(Non Nigh VelOcity Hurricone Zone A. 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY. INC. 4<IGF�y;���= BERTHA VTM oiL Eco INCL A■ ■S■AI. Accordion Shutter System RV MADE#1 W/OR W/O H.V. INIMM MADE TIWT TESTING & ENGINEERING COMPANY Arrterioan Shaffer Systems tv,No DESCRiFMON DATE ORAN N BY: LO. w�p TA+c�F p• 'E 6355 ILW.:6m SL.Ste_306,MMWA WOONS.FLMrA as: ASSOCIotJon, Inc. t OLD 15-065 7f27f1onTE: 07f27f17 --.� ey PnOne:(so5)871-1530.Fax:(=)B71-1531 4268 Westroods Drive 2 DRAWING No c^n' ...oaroa144Y 1 9-maa:Wt..0401- West Palm Beach, FL 33407 3 •........: ,0 WALTER A.1�ILLIT Jr.P.E,671 4 17-107 FLORIDA U.#44167 5 SHEET P.E. SFit AT{3RE DATE 6, 13 OF 20 MAXIMUM ANCHOR* SPACI1dG tin,,y_SyC�DUL ,AOR A GIVEN MAX. SHUTTER SPAN A D DESIGN NEGATIVE PRESS URE RATING AND CORRESPONDING MOUNTiNGT TYPE FOR CONCREi'E OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNBNGS 1,J.K&L ON SHEET 7) POURED CONCRETE POURED CONCR CRETE 13WN ANCHORS SPACING LEGEND 6lA>e17t1M 1 WALK OVER& 1 TRt7,CN @j RAINGUARD MOUNTING �WALL./FLOOR MOUNTING, ©WALL/WALK OVER MOUNTING SPAN --"' hTGA 'E Pfd'ftVLYG^ C UE-w"nwhE I'RE57i>!g RU910{ TIMM Kwx WIN; ASD.DEMN$EGA768 PFSS M PATM(.0 N WITH D OR { _ _. ._. __.__,__ TAPCDN WITH ADVANCED 30..40 60 75 90 120 iG0 205'70 40 60.75 90.120 160 20S 30 40 X60 75 90 720 160 205 30 f0 60 'IS X90 720 160 205 THREADFORM TECHNOLOGY 14 12 10 9 a 8 6 fi 1111Z 112 12112 12 1S 8. 6 7 7 7 7 SS 'S 5 5 s 5 5 5 ALL POINTS SOUR-SET 3'-0" Is 12 70 9 B 8 0 8 72 12 12 12 12 12 8.5 7 7 7 7 7 7 7 7 7 5 5 5 5 S 5 S 5 R LESS 14 L2 10 9 8 8 6 8 12 12 12 12 05 B 6 45 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 S BLUE TAP 14 12 10 9 8 8 6 6 i2 12 12 12 12 10 7.5 8 7 7 7 7 7 7 7 7 5 5 S 5 5 S 5 SY TAPPER+ 14 12 10 9 8 8 6 8 17 12 12 12 1,83 0.6 5 7 7 7 7 7 7 35 4 5 5 5 5 S 6 4 4'-0` i+ t2 td 9 8 8 6 6 t2 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 S 5 5 5 S 5 14 12 10 0 6 8 6 6 12 12 12 9.5 8 6 4.5 3.5 7 7 7 7 7 7 6.5 S S 5 5 5 5 5 5 S 14 12 IG 9 8 8 S 6 12 12 12 12 10 75 3.5 4 7 7 J 7 7 7 S.6 5 5 S S b G 5 5 14 t2. 70 4 e 8 6 8 12.. 12"12 11. 9 7 5 4 "7 77-_7 7 5S + J S -#!- 5..5 5 4 3 5,�. 14 12 10 9 8 8 '6 6 12 12 12 i2 10 7.5 55 4 7 7 7 7 7- 7 7 7 5 5 5 5 5 5 -5 5 if i2 70 g 8 8 8 S t2 t2 g5 7.5 6 4:5.39 - 7 7 7 7 7 7 5 3S 5 5 5 5 5- 5 5 4 14. 12 IO 9 B 8 6 6 12 12 12 9S 8 e. 4.6 - 7 7 7 7 7 7 55 4 5 5 S 5- 5 5 5 4 t SEE A1JCHpR 14 t2 10 9 6 .B 6 6 12 12 1,6 9 7.5 SS 4 3 7 7 7 7' 7 4:5 3.5 - 5 5 5 S 5 4.5 as - - SPECIFICATIONS 14 12 10 9 8 8 6 6 12-12 12 10 8 6 45 3.5 7 7 7 7 7 7 7 7 5- 5 5 5 5 5 5 5 ON SHEET 13 14 12 10 9 8 8 6 '6� 12 72 8 6' S ! 3 - 7 7 7 7 7 5,5 4 - 5 5 5 5 5 5 4 3 74 i2 SQ 9" 9_-8 6 e 12 12 10 8 6.5 5 .75 - 7 1 7 7 7 6 4,5 S 5 5 5 5[45 14 12 10 9 8 0 6 6 12 12 10 8 6.5 5 3.5 - 7 7' T 6.5 5.5 4. - S 5 5.. 5 5,�-O. 14 728 6 !2 t2 t2 8,5 7 5 4 Y l 7 7 7 7 7 7 6' 'S 5 .5 St4 1286 6 12 10 65 5 4.5 3 7 7 7 7 6.5 5 3 S S S 5. 53.3 3 14 126 6 12 12 85 7 5.5 4- - - 7 7 7 7 7 5 - 5 5 5 5 5 # - 0 VALID ONLY FOR UP TO +70, -75 74 12 ,0 9 8 8 :b - 72 12 a5 7 S.s < 3 7 7 7 ss 433. - 5 S S 5 +.5 - - ASF A.S.D DESIGN-PRESSURE 5,-O. 11286 - 12. '12 05 75 6 4.5 35 - 7. 7- 7 7 7 '7 7 -4 '5 It '5 5 :5RgTY(.fG $C EpR $PAN$ PER tio "9 s B 6 - 12 9 6 45 4 3 - - 7 7 7' 7 5.5" 4 - - 5 5 5 S 5 3 SCHEDULE f/3, SHEET 11 74 7210988B - 12 11 7.8 6 5 ,75 - - 7 7 7 75 6 4.5 - - S 5 S S 5 - 14 12 10 9 B B - 72 15 J.5 6 5 }.9 - - 7. 7 8,3 S 4 - - - 5 S12 10 4 8 8 - i2 77 9.3 6.5 5.5 4 3 - 7 7 7 77 6 3 5 5 G10 0 "8 B 0.5 8 X11 4 3.5 - - - 7 7 7 6 5 3.5 - - 5 5 5 S 514 t2 10 9 8 8 12 10 6.5 S 4S - - 7 7 7 655 5 S - 14 ]1210 8 B B - 12 05 7 5S 45 35 - - 7 7 5.5 4.5 35 - - - 5 5 5 45 3.5 -4 10 9 8 8 - 12 ti$.5 6 5 357 7 7 7 7 4,S S S 5 5 5 S 5 4.3 i• 95 7_4.5 33 3 7 7 7, 55'4,5" - 5 S "S 5. 4.5 3.5 - - 14 12 9 0 5 4 - - 7 7 7 8 5 - 5 5 5 4.5 514i0t2 g.5 6 5 4 3 - 7 7 5 4 3 - - S 5 5 4 3.5ll-O1412 i0 7 55 4.5 35 - 7 7 7 7 7 7 3S - 5 8 5 "5 5 5 S 4 ,+ iG 4 B 0 - - 8.1 8S 4 33 3 - - 7 7 6 5 +. - .5 S 8 5 4 } HV BLA E O! ♦LY 11 B 5.5 4 - - - 7 7 7 5.5 4.5 - - 5 5 5 5 4.5 - I4 12 I G 9 8 - - 1.5 0.5 5.5 C5 33 - - - 7 7 4.5 3.5 - - - - 5 5 43 3.5 3 - - - 12'-0"14 12 10 9 8 - - - 12 5.5 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 3.5 14 12 10 9 0 8 6 4 3 - - 7 7 5S 4S 14 12 10 9 8 -�to 7.5 5- 4 - - - 7 7 6 'S - 5 5 5 5 d - - 14 12 10 9 8 - - OS 8 S .4 3S - - 7 6.5 4S'.35 - - - 5 3 1,5+3S 3 - - 13'-0"t4 12 10 9 $ - 1S$S 6 43 35 } - 7 7_ 7 7 7 4,5 - - 5 5 5' 5 5 4.5,35 " T4_ 12.t0 8 8 7 5-5.3-5 -r== - - 7 J `5 # 3 - - 5 5' "5 4 3 14 12 '10 9 0 9 7"43 .75 - - '7 1 7 5.5.4.5 - - - 5- 5. S 43 4 - - - 14 12 70 9 - - - 10 7.5 5 4 3 - 7 6 4 3 - - 114'1 3 = - - 14�-0" 14 12 10 9 - - - - 0.5 B 5.5 4 3.5 - - 7 7 7 7 7 4 - - ' 5 5 5 4 3 14 t2 10 11 - 63 5 3 4 8.5 8.5 4 - 7 7 5 # - - - - 4 - 14 t2 1Q - 3 - - 7 5.5 3.5 - - - 3 14 i2 t0 - - - - 10 7.5 S # 3 - - 7 7 7 7 7 3.5 - - 5 5 S + 3 14 12 10 6 4.5. S - - 7 7 4.5 3 - - 3.314 12 30 _ _ _ - a 1 6 4 - - - 7' 1 " 4w 12 10 - - - 8.5 6:S' 4 3.5. _ _ _ _7' 33 3:5 - - - - - 5.t412 10 - - - - - 9S 7 43 3S. 3 - 7 7 7 7' 6 3 - 5 5 4.5 3:5i 2 ttl - _ _ _ _ b 4.5 S _ _ _ _ 7 65 4 3.54 tz to = - - 7•g's's 7 - - - 7 ti - - - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2017 11LTEC0,INC (D2017 EASTERN METAL SUPPLY, INC. r�c ,�as r�y= _ B THA HVTM iL EC 4 �N�. Accordion Shutter.System N.V.BLADE#1 W/OR W/O KV.WINDOW BLADE nUCGYY .7 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ly,ti DESCRIPTION DATE DaaviN Br.. L,c. p: tAr y535s tot. sc.Se. , 305 waxaOaeDas:ccaaw2376 Associatton, Inc. 1 OLD is-085 7!27/7 DATE: 07/27/17 ' ° Phone:(305}871-1530.To..:(305)871-1531 4268 Westroods Drive 2 DRAWING No $ vt ('f r•` ta-toiEL attar OW.- West Palm Beach, FL 33407 a 17-107 7 , 7 ^� Vf�A�A 'Ci`71 8-G006779 F7ijjlr WAIJER A TUAT Jr.RE 4 FLORIDA Ua f 44167 5 SHEET P,E.~SURE/DATE 6 14 OF 20 MAXIMUM A c n DESIGN PRESSURERATING (p.s,f,) AAND CORRESPONDING MAXIMUM ANCHOR SPACING`. (in,) SCHEDULE FOR A GIVEN MAX, SHUTTER,PAN E,GME A. .D. DESIGN PRESSURE AT)N AND A CORRESPONDING MOUONG TYPE (SEE MOUNTINGS ON SHEETS 16&17). SPRUCE PINE FIR NORTH SPRUCE PINE FIR SO11RI Sq ERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, f1A - MIN. CDX 2 W/MIN. 0.5' FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 LYWOOD MIN..Q=0.50 W/ MIN. Ga0.43 W MIN, 6=0.36 WXiMllM SPM(R) 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 MOUNTINGSL MOUNTINGS 1).0. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. Wats MOUNnNG5 W & X W W & X P & 0 S&V S &V S&V am WAK MSSIG FUL6 t4 M Kwea"nor EY7c C-A Sa aa8 KWK eBay euro t¢t) a MCI I6AYA RMET MIN;Edi .M9S K(Xx MSAK E47R fFJ} 1f3TN R`cQta F&HF:mac(wi} r REu'AE lS}�sF FfidO t¢) roa ImPd iR19H BEEc tpfj a DF7L I6Md 71f5A4t iRtE(F!)738 R9A HD7!F.FiCS713 ix7C(GS} 30 40 60 75 90 05 30 aq 64 75 90 05 30 a0 --175:90 05 30 40 F.60 75 90 05 30 40. 60 75 9p OS 30 4Q 60 75. 90 05 30 40 60 75 90. OS 3p 4q"60 75. 90 Q5 30' 40'60 75 94 05 30 40 60 75 94 05 -0'OR LESS[12 101 S0 9 "8 '8 6 6 6 8'" 6 6 12'10- 10 9 8 8 6 6 6 b 6 6 12 f0 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 t2 q'.p' 10' 10 9 8 8 6 6 6 6 6 6 12 1p t0 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 5 5 A 4 4 3 12 12 12 /2 t2 12 12 12 t2 12 72'12 12 12 12 12 12 12 }O IO 9 8 8 8 fi 6 fi '6 K5 t2 1 10 9 8 8 6 6 6 6 6 S 52 t0 10 9 8 7 6 6 6 6 6 5 -6 5 4 4 4 3 12 12 12 42 .12 12 12 12 12 12 12 72 12 12 12 12 12 0.5 6'.p' 10 10 9 8 6:5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 8 6 .5 5 4i5 12 10 10 9 6 3.5 @ 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12. 12 12 12-12 12 12-t2 12 12- 12 T2 t2 72 t2 Ip 6.5 y_q� 70 10 9 6.5 4 6 6 6 S 4.5 4 12 10 10 9 53 6 6 @ 5 'a3.5 t2 10 70 1 3.5 - 6 6 b'S 4 3.5 6 5 4 4 - - i2 T2 t2 12 12 t2 12 12 i2 i2 72 ip. 12 12 12 0.58.$7.5 V-0' 10 10'7.5 4.5 3 6 6 6 5 4 3.5 12 10 1' G 3.S - 6 6 S .5 3.5 3 12 IC 10 4 - 6 6 5 1.5 3.5 3 6 5 4 - - - 12 12 12 12 12 72 12 12 12 12 11 9512 12 1S 9 7,56.5 q'_q' 10 10 5"3.5 6 6 8.5 .5 3.5 3 12 14 9b 6 A.5 4 3 3 7? 10a 3 - - 6 6 4:5 4 3 3 6 8 3.5- - 72 72 72 12 12 10. 12 t2 i2 tt. 9:$8.5 12 12 t0 8 6.5 55 10'-0` ip 7.5 4 6 6 5 4 3 - 12 10" 6 3 - - 6 6 a .5 '3 12 10 3 - - - 6 6 a .5 3' - -6 5 - - - 12 12' 12 12 1.59.5 12.12 12 0. 8.5 7.&12. 12, 9i t'-0' 10 5.5 - 6 6 4:5- - 12 10 4.5- - - 6 &S.3,5- - - 12 10 - - - - 6 5.5 4 - - - 6 5' - - - 12 12 12 12 10 8.5 12 t2 72 9.5 8" 7 72 12 8 6.5'5.5 4.5 12'=0" 12 IO'X4.5 -_ - 6 8 4 - - 12 10 Ji5 - 6 5 3,5- 12 10 - _ - - '6 5 .3.5- - 6 5 - - - 12 12 72 L5 9.5 8 12 12 i t 8.5 7 6 12 1.5 7.5 6 5 4 13'-0" 12 10 - - 6 6 - - - 12 10 - - - 6 4.5 - - f2 7.5 - - - - 6 4.5 --- - b a.S - - - 12 12 12 /0. 8.5 7.5 12 12 10 8 6.5 5.5 52 O.S 7 5.5 4,5 4 t2 10 - 6 5.5 - - - - 12 7 - - - 5.5 4.5 - - t2 7 _ - - .54.5 - 6 3 - - - 12 i2 i2 9.5 $ 6 t2 1219,517.516 4,5 12 9.S 6S S 4 3 i5'-q' ,12 - - - - 6 - - - 12 - - - - 5 - - - - 12 - - - - 5 - - - - 6 - - - SZ 72 71 9 7S 5 iZ 12 6.5 7 b 4"12 9 6 5 4 - i6'-0" 5 - - - 11.5- - - - - 5 - - - - 6 - - - - - 12 12 10. 8.5 6.S 4 12 12 8 165J5 3 1.5'1 5.5 4.5 3.5 - HV BLADE OR d) HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON+ •eiADr eeNNs Of USE FOR 9" �/��.ON SHCE7 IG .+ NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS To WAIL„FLOOR OR SOLID WOOD"SOFFIT SHALL DE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: SOUTHERN PINE Na 2 W/0-0.55(N.Q$) - I/4•0 TAPCON ANCHORS,AS MANUFACTURED 13Y I.T.W.BUILOEX W/MINIMUM EMUEDMEIIT AS INDICATED AT -DOUGLAS FIR W/G-0.60(N,DS.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/0-0.43(N,O.S.) EXCEPTION:SEE NOW 2 BELOW, -SPRUCE PINE FIR SO"W/G-0.36(N.O.S.) -MIN.1/2-COX PLYWOOD.(1986 APA) 2.ANCHORS To HOLLOW SHALL SHABE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS.2015 SPECIFICATIONS. A.ANCHORS SWILL BE INSTALLED FOLLOWINC All,OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S-MANAIFACTURER. FLORIDA BUILDING CODE(Non..Nigh Velocity Hurricane Zone f62017 riLTECO,INC, 0 2017 EASTERN METAL SUPPLY, INC. '�iciS �� =. _..�. BERTHA NVTM ITL C 0 RNs. A■S.&A■ Accordion Shutter System H.V. RAM#1 w/OR w/o H,ir.WINDOW RADE ' { C•. TILLIT TESTING& ENGINEERING COMPANY American Shutter Systems RCV. -DESCRIPTION DATE DRAWN 8Y: L.C. Association, Inc. ( "QLD 15-085 7/27/1 DATE: 07/2.7/17 ! 67.45 N.W.3:(5t.,71-1Sw 55, .ra.:(3DS)8 FLGROF 337 �. .��IU.lk` Phone i(365)675-1330.Fps:(JOS)877-1331 t Pal W Beach, Drive3 2 DRAWING No s7 •'.,, ' .\ 47t a-m Y: 00067od.com West Palm Beacfi, FL 3340? 3 17-•107 •`j/L1VAL it E8-0006719 4 y t`� X14 WALTER A. ..1 Jr.P.E. 'SHEET FLORIDALORIUc.J!44167 .5 P.E. SF�[f3lFtdAlltREjDATE 6 1'5 OF 20 INSTALLATION DETAILS. ON EXISTING WOOD BUILDINGS FOR (p HV & 9 HV# BLADES (AS APPLICABLE) MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE a)ONLY WALL FINISH SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE BA I G-..SEE SHEET 19 1 FOR MAX SPAN & DESIGN LO ) WORKING IN U AD FOR INSTALLATION WITH BLADE Q)&-AA MW TAPCON OR EQ:=MtN.- 4-�8�(min.)DUSTIN T N WITH ADVANCED V2, TNO WOOD BEAM REQUIRED. I EDGE(IF APPLICABLE) E:ADrOFUA TECHNOLOGY ADEQUACY THREADED 1/2'Min.PENETRATION BEAI; W/ I/ Dx3/4*S.S. S0TFRGCXT=VRNAOL MOD OF READED AREA TO PH4 DUSTIN )ER ILUPS TRUSS HEAD TO BE CERTIFIED BY 'j EXISTING WOOD ET GOD ON S TRUSSES OR (SEE SCHEDULE HE 15) Fui,.J, IIAO"""E SCREWS REGISTERED ENGINEER A/ "IS ARCHITECT PRIOR TO a 12'O.C. SHUTTER INSTALLATION. 1/2* RAFTER 0 24* O.C.EREQUIRED U. 114'0 TAPCON OR EXISTING SOFFIT TAPCON.WITH ADVANCED A —3/4*M—THTC. F0 .257 �M TECHNOLOGY �/jRn/ Min. "ON 11 4x ED EQ-11 CONT. ALUM.TUBE OF THREADED A"TO. Ea EXISTING WOOD HEADER. (6063-115 ALLOY)W/ 1 *0 LAG SCREWS TO (SEE SCHEOULE,ON SHEET 15) or or @ RAFTER OR TRUSS. P, or @ or LOCATE:LAG SCREWS AT MIDWIDT14 OF EXISTING WOOD EXISTING MIN 2.4' 1 I MEMBER.(2"ON,NOMINAL EXISTING— HEADER REO'D OPEN HOLE AT EACH WIDTH)W/2-Min, —GLASS 11 MIN.SEPARATION TO GLASS EXISTING STUD TO ACCEPT PENETRATION OF THREADED (SEE SCHEDULE ON SHEET 11) GLASS 5/16-0 LAG SCREW AREA.VALID FOR AT CENTER OF TUBE. INSTALLATIONS WITH 72pf MAX.A-SM.DESIGN LOAD ANC L SEFA84W EXISTING ; , To am(SM SL-ISAIM" 9'-0`MAX.SPAN.THIS HV WALL HEADER INSTALLATION =011%0 CLASS—' To .ASS(SM INSTALLATION IS ONLY VALID I MR 0=0010 FahwxE CN SCU FOR WOOD,W/MIN.SPECIFIC on!;IECT 19 9 OR 11 FOR MADE(1)" GRAVITY OF 0.50 AS DOUGLAS 0.0=0& 0 CH SrijiT III FCR I-SEE SHM 4 FOR"WAL SH & I OR ♦ nR OR SOUTHERN FIRE No.I UTTER ASSEMBLY OR EQUAL 2--OuNUu(;SCCWNS CAN HE IN ANY WAY TO SUIT ANY IN HY CEILING Ib %TALCLA0rM0`N"Q HVSTALLAT(ON ' CEILING IN S*TAL ON. In CLAW(SM -OOR W SQ*DELE of MIN, MIN.SEPARATION TO CLASS >i SEPARATION DUSTING I RSR SEE SCHEDULE ON SHEET IIY—1 EXISTING GIASS\�,, CN 91. TO CLASS EXISTING i (SCE: AALTERN .LAS5-1 I ANCHOR I I I 8 DU' r=.-7 LOCATION 3/0 U 14 HEx 2".6'MIN.,WOOD @) 7 __#100 � M... WASHER HEAD TCK JDECK REQUIRED 13 OR 2.6'MIN.V400D SCREWS 0 12'.,c (NO FINISH DECK REQUIRED(NO ALLOWED) FINISH ALLOWED) --712 EDGE OF EDGE OF DECK EDGE OF DECK IF APPLICABLE BECK IF IF I APPLICABLE "t ti0 3", S.S. APPLICABLE x3/4 1/4-0 TAPCON OR !,*.. i� TRUSS HEAD 2. TAPCON WITH ADVANCED SCREWS 1/4'0 IAPCON OR TAPCON. WITH. I"" THREADFORM TECHNOLOGY W/ 4* 1- THREADFORM TECHNOLOGY WIlle -20 RUTS -0 TAPCON OR TAPCON WITH ADVANCED THREADFoRM-J ------2- PENETRATION,OF THREADED ,1 1/2'Min 2, Co' S,, PLATE 4" 1/4 tt QFw/ 1 1/2"Mi..PENETRATION 2 ox- TECHNOLOGY W/1�1/2*Mi.,PENETRATION OF THREADED -A THREADED AREA TO ARE TO EXISTING WOOD HEADER,(SEE AREA TO DUSTING WOOD HEADER. DUSTING WOOD HEADER. (SIX SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦1 S I EE USE FOR OX HY WALK–OVER INSTALLATION HY WALL SILLINSTALLATIONwau' V44i6--l's OW HY FLOOR INSTALLATION FLORIM BUILDING CODE(Non High Velocity Hurricane Zone, 02017 TILTECO,INC. @2017 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System /777077EM676��m c A.S.&A a Kv. SAX#i W/�OR'W/0 KV.WINDON MADE Amedcan Shutter Systems TI REV.N. DESCRIp'nou DATE DRAWN BY, LQ LLIT TESTING & ENGINEERING COMPANY 6345 N.W.3W St.IA4.305,viZCII0A CAAMM FU)RVA 3316( Associatl6n, Inc. I OLD I5-085 — 1a7"2 -IF-- 07/27/17 Ph.—(305)871-1530.F.k:(305)872-1531 4268 Weitroads Drive 2 —0: West Palm Beach, FL 334074 3 —DRAWING Na ONAL re-CO06719 WALTER A TILUT 3,P.E. 4 17-107 P.E. S §G.. RE/DATE FLORIDA U..1 44167 5 SHEET 6 17 or 20 END INSTALLATIONS HV BLADE_ OR 1 WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2-=1MIN.WOOD SN05 REO'O- Yz<�of wobo Wtlm:5N01.... ^, \ " 1/4'M TN'GP:+ /`I•' ' ENDS Am. (A9 A1+PUCAD+.E) I Xl% 7f-- nNC1lPR o eac. A=MS:. t t/27 ' J (teaT&Z COX FxIS1w0 olASS� 4ow",GC'. ) /-EAsflt&GLASS �15,�NP CUSS --... MJt SFt�Axow+ ptrnvoo^*. 7 tut 9SS(S N -t/Z'mN,mx ro OASS(SEE KN gPA(at m c'n Fg ro RNs(5LE caYwPPP. �y :A31muE w.GEET Ta T:A.•.s,{2E tlz`wa mx. i d!«iE t/18':1'. wMl „RR OXE-NAND ••-���•- $0HEM"a,96tY PLYWD7D. SOEE4E.ON in a+41Q:T t9 FTA (PO93-Te)caro: Mai+ 1/z'Wa mX W ugv 19 FCR •I 11 FOR GIME NA. 1/z' It F7t MADE NNS I KDu.Gt.OSFR PLYnam., DwLsNb® w4t DO slat 29 PPt T SR SHM 191x1 E1KtsNo-4� 7o z on. PLATE.((1A M U2' ! RN6R / t aMESM 1 a st4bt� �.-. M Ei1WER siaE ltlit. OF 4O) , f•CM 9'R.Y +70=172•SUS. tort _,...� {tS.M+K'sAfjrl'.tla'.G-rs' - - 016 P.C. F /I•SMS. 4 (N—f.-.NII.�iFF 4} '-"�I (sao.-te.uah.*u�necnrt „i� {{t)210at79'SM.'�m(c«��tc 1 OR�'e 8 (J SEE DUAD.X F �t OR S • r Si>E o�as1)acv^•nr I 1}OR S t� _ hh a,, SPE CON h'E Z. SJ Jj SEE CEFwL.X FOR .JJ OR W:� 'TP TRACKS - SEF PETAR F FOR g�•C4-Qp :a.�. SISECONNECTION l t3-®O-�� S9E Tam0•p to Wt 5 p-�-ed•L�- �-0 t�.T•�. 2�-'13 - 0� �.�w..n .•44•ie}-�. 9•p'tr�-as•�i}'R�� '�.�a.E3•fa.�•p. `a -0.9.08- i- ep.�e.�3+.,�.1,,�.� L�•�•b�•�-CU•�- �a)•.f�.�.Cr.,f�.�i C1'Q�.�'•�.n�•£� fl- >v9 END CONNECTI N DETAIL 9 END COty{dECT10N DETAIL SND GONNEG'ION DETAIL(2) END CONNECTION ED TAIL ILO' EX<S1ULG' •REDIivu ONLY CoR SPANS GWFjaER 1)MN tY-a` /-CLASS �( 3.4"latt W 274'0 w o,,.xKl44R5 vv.IAPCDH SND'REq'D �wJ 1 1IY Mn+. +1O:TJ2's.uS. �- �FSPStING CLA'iS'-•�, PFNEIfUnav o 27•D.C. tn•MIN. o P aa. µN,yR + 4 SEE UM PEN£iWIIIGN o t2'O.G. ro as a # EE.UM OF USE.FOR Mra ,1Wr,Atwt - FOEDR ON sEE1 t A BLADE'`A ON SHEET 19 TO MASS(SIT `I • •fl i'OFI PIMENAtS V 11.WIDE ON SNE119 FPR t!2 MN 11 ✓ I __� V _.«..�,•�..J/,:=��—Y^, waecNb I IN, _ LL ..Llio.SL.E G-t�• O-®-f •�- \' wAu NrsN :=r Me.w9PD L 3''1�-©- -r�•�fS- Gild fKab. M+SI �.f�,u�.�"pu.�- PLAN DETAIL- X END CONNECTION DETAIL (13 END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 11+�Q.� ....,, ��~ 192017 TILTECO,INC. 02017 EASTERN METAL SUPPLY. INC. ky �. s� .�,.r..... BERTHA HVTM I Accordion Shutter System ■lL ECGNG. ■. ■ ■ ■ tI:Y. D.AIaE#} W/4R'W/0,}f;Y.W(NXhN fitADE ';,'A ,+• TILL TESTING & ENGINEERING.COMPANY ArrLerlo.Qrl' Shutter sy�temS EY.N DESCRIPTION DATE DRAIN 8Y: L.C. esss Iaw.35e,.st..ste.:w5,w w"GARDENS,nCtt*.3316ASSOGIONOit, Inc. i OLD 19-089 7j27f1 r DATE: tr7j27jT7 O A Ph—:(305)871-153D.Fax:(305)871-1531 4268 Westroods 43n(ve 2 DRAWING No �+ f'.... L,.• 4:, e-maGNocES-MGB®19.com West'Palin E3each. Pt 33407 a j NAL �G• WALTER A.TILLT Ji.P.C. 4 •7- FLORM UP. 41157 r SHEET P.E. SEAL/SSGNATtlRE/DATE D ET OF 20 �p� ,.T�)� (��)��� �j°A�""LJ • ENERAi LfflONS_AND CONDITIONS OFWORKING IN UNISON WITH RV M fm l TOR 6 A A G5 - ` ' 1.MAX.A.S.D.DESIGN PRESSURE RATING:+IID,- 110 P.S.N. ---TTr''' 1 4.MAX-SHT/TTER SPAN::.96` 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6.7;AS WELL AS MOUNTINGS M.0,T.U&W ONLOWED WITH 61) SHEETSSHEETS 16&17. z - 4 aR+S ONLY CENTERMATE �1, 2�?{BOOR OpPAN.0"AAUTAR.IN CASE OF OPPOSING s (g2,1, ED IN A SYM @)a0� c+ l7IYgUT. 5 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF t 6•,t� , / \ CENTERM E: TYP.EA.END • > • > } > 5.(A)Hv WINDOW BLADE R SHAG ONLY ALLOW A MAXIMUM OF 5 OPENINGS 1 (3 HOLM FOR(9 PER-RADE AT SPACMGS SHOWN ON SHEET 4. q, (B)WIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HY WINDOW BLADE V.R' MAX:5 WINDOWS A • s e .• > ('' OF ANY 3"0 RpI,F.FOR©SHALL BE 12'. ALLOWED'AT HV -5 A A ��i WINDOW BLADE a (C)FIRST OR LW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW'13LADE 1 �-;� H A A A A (D)ITV WINDOW BLADE.@ MUST BE USED ALTERNATE TO A SOLID Hv BLADED ' f� THROUGHOUT SHUTTER'S WIDTH. 1 A • • s s >. a (E)C MATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV Ari BLARE i AT EITHER SID£OF THEM. 15- • A (F)POLYCAR80NATE HV WINDOW®SHALL BE INSTALLED SO TFC TABS FACE SEE ENDCONNECTION ,.a s s ♦ s THE INTERIOR Of St{E OPENMO BGNG PROTECTED.TiV WINDOW 41,j7 MUST 8E >S� E > (,"I (,-) ONLY INSTALLED AND LOCKED USING A FN SETTING TOOL PROVIbEO BY ASSA. DETAILS ON SHEETS - 6 e SBb 11 1L INC. 10,& 18 TYP. - 58 R FULL HEIGHT._, 8�a 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME i �1 BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES I, tP 4 � 1 &2 ABOVE). hE � 7.SEE ANCHOR SPACING SCHEDULE FOR MSTALLATTONS MTO POURER SE I CONCRETE OR CONCRETE BLOCK WALLONSHEETS 12&13 AS LIMITED BY SPAN AHD DESIGN LOAD(SEE NOTES 1 &2 ABOL'E). 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: PLAN FOR REQUIREMENTS) D H h? TOP g BOTTOM Ty o.R 4 oR + � WIND 20NE_-_ MMNUM SEPARATION 70 CLASS —UNLIMITED WIDTI+- NUN.SEPARATION TO CASs ELEVATION 4 6.26~ EXISTING CLAS _ SEE SCHEDU E ON SHEET 11 FOR BLADEa .` '�jj —� AND ON THIS SHE 7-.rOR BADESQ&>fj}i -"-----L----------� - ---- ------- --- --------------- 4 ^1 ` / �� AND W/ OR UEE NOTE 4 ABOVE) ks) yp 1201 Typ, SYMM RI CENTEHMA7E5 Wf{41 OR 5 AND ~ ''/ 21 W/O S(S NOTE 4 ABOVE) ` PLAN~ TYPICALC HHV BLADE WORKING IN UNISON WITH HV WINDOW BLADE -4 SHUTTER* ----�f FLORIDA BUILDING CODE(Hon High Velocity Hurricone Zone' " L/ ; 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY,.INC. BERTHA HVTM T E c o SNC. A■ ., ■A. Accordion Shutter System )i RV BLADE#t W/OR W/O H.V. WINDOW MMX ' •% ` 'A TILLIT TESTING & ENGINEERING COMPANY American Shutter-Systems Dy N .DESCRIPTION DATE -DRAWN BY: LC:.. •.; Y{,4ASSOclatlon, Inc. I OLD 15-065 7f27ft .DAT- 07/27/17 6354 N.W.3riD+.SA,Ste.30&NRSM 6ARom FLORNA 331fi Phone:(305)871-1530.Fax:(305)871-1531 4268 Westropds Drive 2 DRAWING Na •-^[�a���'.Li •I' e-M:I:lRGocoDontcam West Palm Beach, FL 33407 3' EB-0006719 i7-1LJ7 WALTER A TILUT Jr.P.E. 4 FLORIDA..U../44167 5 NEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 0 2 003 S' T" INSTALLATIONS WZ i HV BLADE & HV CENTERMATES 2,000•Max.; 6iin.ASTM A-653GRADE 40 .n. .—,VARIES 1 Mtn.G-60 GALL.STEEL 2 Mnz. �c © ,Og3^ METAL STUDS AT 16.O.G. w 43b INTO METAL STUD WALKS yao .� m' o.C, 40 41 oa. -- --- 1/2" 475` � 3a 1Z40 NOMINAL r W @3 * GE I"I A CONDITIONSQ ALUMINUM SLEEVE -- - F 12 o%......� EOR BERTHA HV HGACiE ACCORDION S}tUTI ER 6063-T5 ALLOY 41 3/4'x a 1!4'x Doss THICK M,n l 43c 430 A n SYSTEM INSTALLATION TO METAL STUQ WALLS CONT.GALV.STEEL TRACK-CHANNEL.i 6'O.C. ®6`O.C.r: 1 ASTM-A-653 GRADE 40 1Kn.G-GO I ,,, .�-..� .SEPARATION TO GLASS SCHEQULE ___3.0O0*____ GLV.VIIZED FASTENED TO STUDS Max. W/(2)16x1/2`TEK SCREWS at, i EXISTING FINISH 3g ' Z 1, MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) _ I m E MINIMUM"2. MAX. SHUTTER SPAN: 84WIND ZONE INTERIOR 8 EXTERIOR FACE ' AS APPLICABLE 1 n SEPARATION i MIN.SEPARATION 3. ALLOWED MOUNTING: MS.ON THIS SHEET. ASTM E-1996 E GLASS EXISTING GCASS—I TO GLASS Ae n -(SEE SCHEDULE) I 43 .,N T THRU 3 14 t�4 g-20X3 BOLT 4. ONLY ENTERMATE 2t W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A SY METRICAL LAYOUT, MUST PENETRATE 3c 1" Q u USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 3/4'x a 1/4,o.o3s".r 6a u:n I EXISnNG FINISH 1 INCLUDED AT­EXTERIOR OR INTERIOR ACCESS SIDE OF 1.373•-i PCOM.GALV,STEEL TRACK C.A`NNE`L I AS APPLICABLE I,, , I CENTERMATE. f A5T7/A-653 GRAD£4O M(rt,G-GO GALVAMZED FASTENED TO STUD^a J�e lN/(2)16.1/2•TEX SCREWS ON i , 43c1---- INTERXOR h EXTERIOR FACE I 0 6 OC o 6'O.C. ' N 1/4.0-20 THREADS ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43 i f4"0 ELCO CONSTRUCTION r T j2" 12 38 CEtdTERMATE 21 BLADE 1 APPLICATION WITH O PRODUCTS FAB—LOK HD 43b 1 TMA 0.035•THICK U' .:::.pAR(E�:,,I 6" O.C. COMPONENTS Mf.ASTM GALV. GRADE AO x^•frlo}i;,. Min.G-6 0 CAZV.STEE1 1^ = 1 MS WALL HEADER/SILL INSTALLATION META.STUDS AT 16'O.C. M _in. EXISTING FINISH AS APPLICABLE SCALE: 3/8"= I" t (TYP.TOA&BOTTOM) CONT- — — /ASIrA A 653 GRAOEy STEEL TRACK 40 am HC 60 ,. EXISTING GLASS - - W SYMtviETRYCA��', I SYMtvSETRYCAL , GuvnrJXzeO FAsrENEK To STUDS , _ (?)1s.1/2`1EH To aN 1 i I. + _ I ; ; MINTa GZASSIDFJ VAZIES i IN'fER10R&EXTERIOR FACE 430 43b 43c CENTERMATES W I 'CENTERMATES W ; I + > k , I %I , (SEE SCHEDULE) Mo.. i I I, EXTERIOR ACCESS SIDE: ; NTERIOR ACCESS SIDE µ' I { 4 ------------------- -- -- --- --------------------------- ---- --- ----- -------------------- ----- - — ------------- --- --__---- -- IN 3 0"Min.) !N I -- 24 — ------------------ - -------- ---------— -- 12 -------------------- ----- -- -- - ----- Y ---=-=--_-- - (2>�42 21 21 - 21 flL Locncnra AT 2HV HEADER/SILL ENDS- --- - -- ------> - — - ----- - --- --- VIEW A 12 3 (5'M€n.) 2 4 E SIDE CONNECTION TO TRACK 3 1/4'(TYP•)- I 7" 6 1/2"MAX.SLACK **-...—:�- 6 1/2"(TYp.).- ._7".-... (Cant.) HVA 1 13 BLADE SL,A£K DUAIt YF H,_VC FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone �'�. 02017 TILTEGO,INC. X2017 EASTERN METAL SUPPLY, INC. ..s 1 �' BERTHA VTM TTKco ,,,. ■ ■, ,A■ Accordion Shutter System RV RADE#1 W/OR W/O N:V. WINDOW MADE y T � � American Shutter Systems v.N DESCRIPTIO DATE DRAWN fir L.C. R IJ TIt.UT TESTING &. ENGINEERING COMPANY /227/ / Association, Inc. 1 OLE) 15-085 7/7 t DATE: 47 17 ti 0355 N.R.36th.SL,$(c 305,MRONN GARDIN•,FLORIDA.3316 _¢L Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 F a-mon:NnocuonaLcem West Palm Beach, FL 33407 3 DRAWING No 0RI Pj : ,' �1 ES-0006719 17-107 ,gg 6 WALTER A,r1GLR Jn P.E. P.E. SE1tI� A1EtDATE FLORIDA Lc.1 441 s7 SHEET s 20.OF 20