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Home My WebLink AboutProduct Approval-Storm Shutters • t � y d fl :J_iR-r`E: .7F4;;. }, l f _. --. -et..`•'�i^iL ects Home Log in User Registration i Hot Topics ; Submit Surcharge Stats&Facts: I Publications Contact Us ; SCIS Site Map + Links L Search Itd . br ia 11,P roductApproval Vit. USER:Publle User C 'adtitt nnprvvni MCQ}i>prod8Lrt CrAnnHration Snnrcii> Alton l int>Application Detail 77-1 --_ FL r FL389 R9 MAy cz-1 �0�9 It y� Application Type Revision ttCin9 Dep u yenti Code Version 2017 erre e Co Application Status Approved P st.L`Nc'. Comments Archived 0 Product Manufacturer American Shutter Systems Association,Inc: Address/Phone/Email 4268 Westroads,Drive- West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetalcom Authorized Signature Bill Feeley Irodriguez@easternmetal.com • Technical Representative Address/Phone/Email tj. Quality AssuranceRepresentative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from.a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer,or Architect•Namewho developed Walter A..Tillit,Jr,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance'Entity National Accreditation and Management Institute Quality Assurance•Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received • Certificate of Independence L•1.3k19 Rn ctiuI`1•Rt1TT SYGT M A99DC 1 C° #t wI ?;:dQLrCE EICA•U tSTIND` CLE 't• .u A _iti a YSM15-5 n 55.C...1dC 1M .1e.7.21I)5..-.CERINIPAILCI _OLINIERENI/GNCC..(l :f7ntA�E,�'r�p ��9q� n� ,Ui`-..= !,._ 4 .gidL r i'. '11. I�a12LL� if10 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 Sections from the"Code - i I I • Product Approval Method Method 1 Option 0 I i Date Submitted • 09/18/2017 i Date Validated 10/18/2017 1 Date Pending FBC,Approval 10/19/2017 • ' Date Approved 12/12/2017 Summary of Products 1 FL#• Model,'Number•or Name Description 389.1 Bertha I-IV Accordion Shutter-Blade Extrudedaluminum 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 FJ,,3,8 j3f1 Ij� (SRtAN Sl RYI f R SY,fiHMa Ij iAW1NCs:12= Approved for use outside HVHZ:Yes t 7 = 1 t,► s t_S1aU;Ihit_a"•1'-SSTEM D Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. I 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 ' ASD;load-and 13'-0"for-35:psf negative ASD;load the • :!. t + - S u t .;.► in't , A. NG t17: HV3;blade:w/o window blade,5'-2"-tor 110 psf ASD load for 108 PRODU(1 EVA!=DATION REPORT,PDF I HV3blade,w/o window blade and 8:-11"for 62 psf,9'-11"for Created by.lndependentThird Party:Yes 55 psf HV3 blade w/window blade working in.unison,Max:span for HV3 blade w/omlndow 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 I pressures. 389:2 1 Only -(Non-HVHZ)-Drwg:17-107 and bottom)for storm protection oP a iV Accordion Shutter-Biade Extruded aluminum interlocking blades retained by tracks(t Limits of Use Installation Instructions , Approved for use in HVHZ:No • ,1 t s u t =i N. t u_ASS_C= Approved for use outside HVHZ:Yes INC., DRAWING 17-107` 0ERTHA 1Y'ACCCORMON SHUTTER Impact Resistant:Yes SLUEM,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 locking Evaluation Reports rod configuration for.the HV3 blade;8'-0"for+64,'=72'p:s,f. -'Fl 389 'R9 AE AMERICAN SKIM:R /83 M ASSOC:. A.S.D.load for HV blade for Keystone mountings 7'-0'p s,f, MC, DRAWING 17-107 PRODUCT OF EVALUATION for metals stud mountings and 8'-0"'for 110 p.s.f,for HV1A BeEnjj,•[,PDF. working In unison.See sheets.7111 arid.20 respectively of Created-by Independent Third'Party:Yes installation drawings for other spans end'pressures, 389: Bertha HV Accordion Shutter Extruded`aluminum interlocking blades retained by tracks(cep op 1 .COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions- ' Approved for use in HVHZ:No F1.309 'R0 i Ah RICAiRt14jTTF e' T° ARSaC..-I[VCi... Approved for use.outside HVHZ:Yes la.JQWI G-17-1)(Lf3 t._6 1 :__1 _111 16 I Impact Resistant:Yes SISLEDE Design Pressure:N/A Verified:By:American Test Lab-of South Florida Inc,. Other Large missile.Max. 16.-0"span at 30 p.s:fASD load Created by Independent Third Party:.Yes for Blade,1 and 18'-0"for Blade 2.See'schedules•on sheet 12, Evaluation Reports 25 and 28 respectively Fi 38n'R9 A AMFR1fA ,HGTTFR 5 ST M4 ASSN iNC` DRAWING 17-10, PRODl1CT FVALl1ATION REPORT BOE Created by Independent Third Party:Yes ® IMri . 'Contact Us::`7601 Blair Stone Road,Tallahassee Ft.32399 Phone:8S0-487-1824 The State of Florida Is an AA/IEO employer.Coovdnht 2007-2013 State of Florida,::Privacv Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.if you do not want your e-mall-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 850.487.1395Pursuant 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 entails• provided may be used for official communication with the licensee:However email addressesare public record:If you do not wish to supply's 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 re 455,FS:,please click hem. Product Approval Accepts: . GENERAL NOTES: 1.BERTHA N.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.0.) HAS BEEN NENIFIEI FOR COMFLI NCE IN ACCORDANCE WITH THE'2517 (61N EDITION) OF THE FLORIDA - . BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE'ZONES. DESIGN WIND LOADS.SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE.MENTIONED CODE,:FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE�SHIJITER.WILL TABLE OF CONTENTS BE INSTALLED WITH.A DIRECTIONALITY FACTOR Kdd0.85,USING ASCE 7-10 .AND SHALL NOT EXCEED THE MAXIMUM(&S.0.)DESIGN PRESSURE RATINGS INDICATED THR ON SHEETS-I1 U 15.19 &20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WAD.LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS .AREA 1: HV BLADES() & BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED'ON SHEETS 11'THRU 15, 19&,20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS RED., AS TESTED,WERE NOT OVER STRESSED,A 33 5 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Km USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 .ANALYSTS.HOWEVER,A WIND DURATION FACTOR CO'1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 'SHEET.3 BERTHA H.V.ACCORDION SHUIHN 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 SHUTTER ASSEMBLY 38=44 SHEET 4 All.REPORTS: TYPICAL WINDOW BLADE&'WINDOW DETAIL -HV BLADE 0 #0214.01-03.80715.01-03, 51004.01-05, 81214.01-05. 80317.02-06. #0609.01-10 AND.80210,01-11 AS PER TAS-201,.TAS-202 AND TAS-203 PROTOCOLS AND ASDL E-1886 AREA 2: -HY BLADE Ca)AND HV WINDOW BLADE GAS AND-E-1996 STANDARDS(MISSILE LEVEL 0,WIND ZONES.1. 2&3)&#1220.01-10 AS PER TAS 201, 203-&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE.© 10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2,FIV,BLADE()AND HV WINDOW BLADE © ARE ENGINEERED TO WORK-IN UNISON WITH EACH OTHER UNDER.THE GENERAL LIMITATIONS AND CONDRIONS OF USE INDICATED ON SHEET 19 ' INSTALLATION DETAILS G-M, CONCRETE/BLOCK .SHEET 7 3. BERTHA N.V.ACCORDION PINS NV SCREWS), USED AT BLADES KNUCKLE AND FOR- -DIRECT MOUNT CONNECTION'TO TRACKS SHALL'BE#14x2,75'AND #14.1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS EN .SHEET 8: ( CENTERMATE ALTERNATING DETAILS IN SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 MI YIELD STRENGTH AND 180 X61 TENSILE STRENGTH. PINS SHALL-BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS-MANUFACTURED BY APPROVED' COATING,APPUCATORS,REGISTERED WITH AMERICAN SHLIIILH SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.BALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND,3. MINIMUM"SELD-STRENGTH FOR 6083-T6 ALLOY IS 30.0 k6i.AND--35;7'ksN FOR END CONNECTION"DETAILS 1-6, CONCRETE/BLOCK SHEET-10 . MAXIMUM SPAN- TABLES SHEET 11 ', 6005-75 ALLOY. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS..TO BE STAINLESS STEEL 304 OR 316 N51 SERIES 0R,CORROSION RESISTANT COATED.CARBON STEEL AS PER DIN'50018 WITH 50 ksI MIN.WELD STRENGTH AND 90 1.1 MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE &BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR NISI 304 OR 316 SERIES STAINLESS STEEL WITH.35 kei MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:EN BLADE 0:12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 HV BLADE 10&Q WORKING IN UNISON: 12,.13& 15 END CONNECTION DETAILS 7-12 &X, WOOD SHEET 18 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 16'779,582..COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT #5'455,179 ISSUED TO EASTERN - METAL•SUPPLY,INC. AREA 3:-HV WINDOW BLADE a ONLY 9.IT SHALL BE THE RESPONSIBILITY OP SmilaxTHE CONTRACTOR TO-VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE Smilax IS TO 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 WINO/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 I-V AND HO AREA 4: KV WINDOW BLADE Cl)ONLY CENTERAATES AND ENGAGE.OR LOCK ALL HY ANT?HD LOCKS. 11.SHUnLK MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY.VSIBLE LOCATION AT ACCORDION'SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WAILS SHEET 20 PLACED FOR EVERY OPENING.LABEUNG TO COMPLY WITH SECTION,1709.9.2'OF.THE FLORIDA BUILDING.CODE. _ 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED,IN THIS DRAWING PLUS.ANY BUILDING AND'ZONING REGULATIONS PROVIDED BY THE.JURISDICTION WHERE PERMIT IS APPU-D`TO. 13.(a).THIS P.E.D.PREPARED:.BY THIS.ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:I.e.WHERE.THE SITE CONDITIONS DEVIATE'FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS,PRODUCT,BASED ON THIS P.E.D., FRONDED HE/SHE DOES NOT DEVIATE FROM 'THIS DRAWING SHALL ONLY BE USED TO THE.CONDMONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY'AT SITE IS'THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE- OF FLORIDA (c)THIS P.E.D.FALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT'WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.FL)FOR THE PROJECT AND WHO'WILL BE RESPONSIBLE FOR'THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ALTNG AS A DELEGATED ENGINEER-TO THE P.E.D.ENGINEER.SHALL SUBMR TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.ED-SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD'114AT PREPARED R. _ - ------ ------` ,- -- - --- - $0/0//4.14,,,,,,..1, - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone) _- - _ - - LIII '``rat' �6. "L-C/�••''T 02017 DLTECO,INC. 02017 EASTERN METAL SUPPLY. INC: AA1W � c€risF,✓91%. BERTHA FIVTM ASS A a ILIE,C O � �. ccordion Shutter System H.V. BLADE#1 W/ER W/o xv.Antal/tt4c •* 0161 *1 American Shutter Systems 1EV.-Na DESCRIPIIDH GATE DRAWN BY: LG 'O T (i¢/ TIWT TESTING & ENGINEERING COMPANY AssocIatton, Inc. •f OLD'.15-085 07/27/17 5010 07/27/17 _ AW, 6355 N.W.S61R SL Ste `05.VIRIONIA GAT0rSAS.FLOAST 33166 42sB WeSiTOOdS Drive i • 94 c I„j. k• C Phone:($05)571 1530.Eo.:(305)871-1531 DRAWING Na �4`''•;4.....:y'�ry`,AA o-mea:c9e0000ol,con, West..Palm Beach, FL 33407 s -��oHA� \ F11L/ WALT P AED-0 MUT Jr.P.E. 4 1 7'�1 07 FLORIDA Uo.#44197 5 SHEET P.E.�S`�ttf5iGt4AYURE/DATE6 1 OF 20 ---- -------- - --- - --- - - - - - _- _ _ _ 3's IDR 5Ti°Ow wax© pe . YARIES 7 9' 14'i" �� ; 6. 2 of Max. i n 3� °o r c °NC: o i" 0.�4994' F�-_...-...._. .._3 .9. H ' - )1,..9 4.371' I 4.385• 1 ; I 8$7- 4.,99' C•h� •vx � r1 HV SOLID BLADE .375/ h O / J OHV UNIVERSAL FLOATER 6>• 5 HV 90' 180' STARTER COVERED UNDER US PATENT # 5458179B QUAFlED,EOR USE W/ QUALIFIED FOR USE W/ HV BLADEQ ®HV DIRECT MOUNT HV BLADE LI) 0 HV WINDOW BLADE* 6005-7S ALLOY AND TEMPER QUALIFIED FOR LSE W/ HV 6063-16 ALLOY AND TEMPER •SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 6063-T6 ABLADE AND .37' ALLOY TEMPER 124• r.43' 6003-16 ALLOY AND TEMPER 3..." 1.500' o''i o -!�-7 p v 6 0' .670• �A .556' IIE I ,',, .99p .r. .000' .. .670' 2.26' 'yIf, - } 1\\ I I ~r o, 4.897 I aa PRIM . -1 �.._..._.._..___.�'�... 0 HV ADJ.• ADAPTER W/LIP L o 4,436' j.7205- .375 ..072' I. I 0.. 2' QUALIFIED FOR USE W/ HV 36_ HV WALK-OVER TRACKII - UHV ADJ. FLOOR TRACK BLADE 1Q QUAUFlED FOR USE�1jW/ HV ®HV TRENCH T ACK l -355" 37 ," 6063-T6 ALLOY AND TEMPER BLADE.N QUALIFIED FOR USE W/ HV ��. • QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 0 ONLY. l 0 HV RAINGUARD .BLADE(I) 6063-T6 ALLOY AND TEMPER ~QUALIFIED FOR USE w/ HV, 6063-T6 ALLOY A(ID TEMPER =' YARIES 1.936" BLADE 1 • 1' 1.9 5' VARIES 1.936" 6063-T6 ALLOY A 0 TEMPER n uoR. 1.917• S1 I j••___ i To 083• g ;00-3 ,093' o. )n- 1 r' 083' 083' - ,100, -. r 1 �L-_ ' k. n m .061' $ �: LT-Ili • " I! :0;1:, -093' ..9J''1 03 I 1.68G' .' .1 ' .` i 3.529' I I . 11 HV CEILING HEADER j HV HEADER/SILL ) HD CEILING HEADER/SILL 3.529 0L7F.1.IFIED FOR USE VY/ HV BLADp ONLY, QUALIFIED '65 USE W/ HV BLADE(DONLY R/ 6063-T6.ALLO ,AND TEMPER QUALIFIED FOR USE W/ HV BLADE 0 14.HD WALL HEADER/SILL 51EJ, SEE SECTIONS FOR VAUDI SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-16,ALLOY AND TEMPER BLADE®ONLY. 6063-T6 ALLOY AND TEMPER I_x._ T COMPONENT A B TI T2 i %: Y J l 'j MRXMPLYMN[ I 2" 2' 0.125• L_. 1' 1' OA92' 2' 5'MAX. 1/8" 1/e' 17L- _ n.._ 3' 3' I0.090' ql) 2' 5'MA%.I 0.192" 10.192' _ CO SIDE ANGLES ' CORNER POSTS ALUMINUM ANGLES is' 2.5' TMA%. 0.190" 0.190• QUALIFIED FOP. USE W/ HV UALIFIED FOR,USE.W/ HV BLADE 0 QUALIFIED_RIB,USE W/ HV -- .. BLADE 0 6053-T6 ALLOY AND TEMPER BLADE ONLY. L�1 2" 5"'MALI 0.139" 10.131• 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPERI. - - ,0101114.. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 0°\it%A.�� - 02017 EASTERN METAL SUPPLY, INC. 92017 TILTECO,INC. `�t�II44A•'VG�NS fT - BERTHA HV,1A LI E C O IN C. \ A S S A Accordion Shutter System Kw #i w/DR W/O N.V.-WiNDow BLADE 1r) I*% : TILLIT TESTING k ENGINEERING COMPANY Amerfecn Shutter Systems gEy_Nq DES156110N DATE DRAWN BY: LC. I 'O Association, Inc, 1 OLD 15-085 07/27/17 DATE 07/27/17 TIITFL.[ 6355 N.W.J6Ih 51.,11 305.NNLa1M GARDENS,85)9 RO153 3310! �'P '�ORIOP '44�g14��` Phone T.p0s)971-1630.v,.:(JOs)671-15]1 4268 Westrcads Drive 2 DRAWING N0 6- �:tut6440°a.com • West Palm Beach, FL 33407 3 S'n�1E•••._.....%EE'�� E1 EB-0006719 4 17-107 /V t'!v`1111 WALTER A.ALORRDA LP�Ojf 44167 5 SHEET P.E. 6 2 OF 20 4.660' 4,57.:,,. I 1/4"-20R1 • I/4-20 .0 CAST w •-.-••••.•.—,- I 4 2.2• T- c2,315;: FIAT R:AD THREADED 000050 E7IAMEL 1/4".20 I 2.:.193^ ..745' t • I T-"� sS.N.S. H"(t0 DAINiED THREADED DIE CAST I 14.1 I _ o'i I pp` I t _ c ^, F`.. I "ml ^"p (2 1YP.) el I HOUS.NG ENAMEL .G * * .. iii �I BAKED PAINTED I /�{� j T (_\ . ° i-I I s HESS TURN /41 (�p8i'. / ", .DB2' _( ! ; st-L..�..o t i Nr N �, o `� . tOxuos. �/ I ,,> �i� 11:111 S 7.1zs' HI I o 'o'4 I .316.67 El I = �� 4 ` -'° BRASS MINDER 1 BRASS CYtltt{5EA .-Z. �VV./ 9.o q• ) `4 -.o N Fi mlNA TCYS(CHROME (CHROME PLATED) 21 NV CENTERMATE 0. PIMA�1 _ _1 !!_{ - 'A �" o. so.^L.+324 LNV LOCI( HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE�1�'& h, ONLY 12 HV FLOATING CENTERMATE ��` —''; JUL' _ 6063-T6 ALLOY AND TEMPER OU IED FOR USE Wf HV BLADE D& iA ONLY ' 1.023' .,j 875"i QUALIFIED FOR 5E W/ NV QUALIFIED FOR USE W/ HV Q& NV• CORNER CENTERMATE. BLADEDE 1 & ONLY. BLADE l ONLY. 6063-16 ALLOY AND TEMPER / �-� r . QUALIFIED.FOR USE W/ HV BLADE(1)ONLY 250'O.D. ,518' I 2874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD N a -1@ 1-756' ,922'j .2 . MOLDED TO I 4,045" SCREW R - 2.074 7?;^ "LW' " , a h • � - J ri ii A :160"AFTER RIVETING I.on2' , \\\\Og1 N A o f..ill. 825' ?{ IP, m 1, °m'•os�" a, IA 1, i a " " BEFORE RIVETING 'Fit1/4 x'20 x 3/4 f 4"0-20 RIVNUT* `=1 ._i Mj n ,8 ■ S.S. THUMBSCREW / I!F v � NW i�... pL 2 `m m \"� i rn rI *SERIES 9444.ALUMINUM(2024-T3 ALLOY)LARGE RANGE THIN L_ I RJ50 m I 752. F i SHEET NUTSERT,PART I 0820.AS MANUFACTURED BY AYDEL 1.822'I CHERRY%%TORN,PARSIPPENY.NEW JERSEY 07034 OR COWL. PLAN • FRONT ELEVATION {-§ NV MALE "T" LOCK CENTERMATE L 4-5s6" 2 LOCKER FOR "1" LOCK CENTERMATE QUALIFIED FOR USE.W/ HV BLADE ONLY 29, HV FEMALE "T"- LOCK CENTERMATE HV "T" LOCK, 0 NV ALTERNATIVE LOCK 6063-76 ALLOY AND TEMPER • QUALIFIED FOR USE W/ NV B(ADE(I)ONLY QUALIFIED FOR USE W/ NV BLADE.I ONLY QUALIFIED FOR USE QUALIFIED FOR USE W/ NV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER" W/HV BLADE 1 ONLY. BLADE ONLY. 1.977 • 7.477, „i5 ,1"'I 3.181 _ m I # i - r f T �� m z a 0 05? a -„r.._ 4 i ( , ` YLINDDEER OR ti .214' m1 w' .003 x62 .214 a3,p $r��, ' 15T il 7 KEY CYDNDER (( .:m �' -'t ' :SAS” 8 1 '')1.1-1-111 LMIm�■Y "—I R. q .011 OD C+ N 0.875'Min. o '�.4. m' D O c�ii W 1 .125'Mux. 31 ND 'CENTERMATE W/ NO OCKT G ROD G3`�? HD CENTERMATE W/ LOCKING ROD g, w a 0 .QUALIFIED FOR USE W/ HV BLADE& .9 ` QUALIFIED FOR.USE W/ 14V BLADE.(& to DER 6063-T6 ALLOY AND.TEMPER HD CENTERMATE'S INS RT i 604" • _ ! 6063-16.ALLOY AND TEMPER $ —• p� VARIES, 12 MIN. QUALIFIED FOR.USE'W/ hN BLADE W1 & 1A a ---1= II== "Ti 1/4"0-20'5_5.OR 3/6'P-t6 1.130' 6063-T6 ALLOY AND TEMPER T""i"' ACETAL 105l10SCAL'HS, I #1/2- ._,�•THUMBTURN (SEE 005105) , ao OR KEY -ASU -. - 4``. %�F(#75' evl I � 7.57 Min CYLINDER I r r 1.78 Mon. 8 LOCKING ROD,A - .-1/4'0 3�4 HD LOCK .375'0 QUALIFIED FOR USE W/ HV'BLADE{1 t {� V. V '� 4" if—'('�. J.�ISI .304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. ^^�� 6063-T6 ALLOY AND TEMPER NY 3/8"0-16 ACETAL / Q 'P'INSTAL(.ATION WILL REQUIRE A 7/16" HOLE' THUMBSCREWS ERIES, S.S. THUMBSCREWS ' .QUALIFIED FOR USE...WV. HV BLADE@& 0 -- - 'INSTALLATION AT TRACKS'FOR PROPER EMBEDMENT QUALIFIED FOR4cly,AL. BLADE(3 QUALIFIED FOR USE.V By BIADE'( FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone) `y04,Is1�.�ER.. ...--/ y 02077 TILTECO.INC. �2017 EASTERN METAL BERtTHASHAiINC. • \,\C EIV ._? '9 R f /7L TM a .11 L IPE C o INC. \ Accordion Shutter System 79, .7 ■ ■ ■ ■ H,V. BLADE#1 W/OR W/O H.V.W1r®Ow&ADE ' "I' American Shutter Systems REV, ;N, DESC• RIPTION DATE DRAWN BY: LC. TE -lir! T(LLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27117 • "d i 6355 N.W..Mtn.St.5fe.:306,NR12NM wears.floROA 33166 07f27f 17 DATE' STATE Q�' ., y ) DRAWING No — /I.:., 1 (Mona:(305)87!-7936.Fox:(365 B77-1331 4268 Westroods Drive z l '•.,. P.;V' \i a-moR:tAtecoOooteom West Palm. Beach, FL 33407 s ed1 ORI11 tr 0 E8-0006719 417-107 -r -_ ti '� t1 WALTER A,min Jr.P.C. j"'1�� 5i(•�•••Ai 1p,,t.L+ FLORIDA U,.n 44167 5 SHEET P.E.�SE �}df, JREJDHTE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR I — IN 3/811 --~�` 12"LAIN, LFA' HV Q, HV ,phi, G 41 40 l o BLADE p z5. • HV BLAE 1 i © -.----..-HV BLADE 1A _ _:ii�i 11 C,� HV WINDOW BLADE .0625' , y�x_X .0625 .0625' 63 NV LONG RECESSED NYLON BUSHING 1 --TZx KNUCKLE'-`�I "o OPEN#Ne .0625'; 1875' Y '. N �� I OW) 0.0625 r r.+. 39 HV SHORT RECESSED NYLON BUSHING T ® 'I '- C% j .- .. I , 7 J 7 N w FLAT PORTION ( R7.750j/� 00 HV NYLON HAT WASHER ©OR © N 2 tO i ; • I e E Z_ 0R I i{ , 3'}5e' l`t:V HV WHEEL CARRIAGE AISI 302-303 SERIES ( I. .1,' �{ -1 I iti n1 —��^�-'''- f'11fir'�Q2.a750' X 0.870"x3/16"THICK NYLON WHEEL. , I v ri . N12748"hin / HVlWiINNDOW..I. 0 j CtEAR ' 03.0.•: 1` 0.188"a AISI 302 SERIES S.S. RIVETS SEPARAnON — •3.75x0 ik ! I '1 BETWEEN .0625'"y.,.4625' e 6 HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR •c L_J • Il • OPENINGS A oN cE+iERs`+IPDL, I' _447!. x200' • HV 2 3/4" ACCORDION PIN w/ #8 HEAD * — /�y� 4 a I"- I 2'r J4 extcrtoa+xEVAno3 CLEAR • POLYCARBONATE IMPACT RESISTANT HV WINDOW `;ir �1 $ 8 1 TYPICAL. HV WINDOW BLADE g AND II g _ .11— ` POLYCARBONATE HV WINDOW DETAIL N.T.S. --\ 1, ©OR I,-g SEENOTE FOR 3 f I ii, ftEOUIREMENTS} I 1 ! WOR 0II i �tPo A': ( I PA 0 Ly'(JT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE —i I I 1T0 BLADE BOTT)M NNOVATIVE PLARESINS FSTCZED GRADE LEXAN 103 0R RESIN* Y PIN EOUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR 1°�ssoso Y : ! I 1 �. � (SEE NOTE "F" ON SHEET 19). }N(,1)HV(lb HI Pg g Y j Q OR � '" (1) HV PIN 6) SHALL ALWAYS BE USED AT ALL EXTERIOR 6 I,c ! BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO OR 6) ------`-.1 ,� j POLYCARBONATE SOURCES FOR 44 Hy 1� BLADE. TYPICAL SHUTTER ASSEMBLY EE �; EXTERIOR Marl= a7 N.T.S. ��^y TOMO.w40P021E5 STANDARD ppa am m4 I: HV PIN©OR ER AT T RE3IIncE war./scans RAMS (2) HV'PIN 0 MAY BE USED IN LIEU OF 0 AND ONLY AT 1 EXT LAR SLviAd8 S0i. +mw lw I*. BLADE'S KNUCKLE. SPEC=: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q 0a.32J' IS 8 (SEE NOTE *FOR SPEC=GRAVITY rent 0792 0.043*An. OA43 m( BLADE WHEN CORRESPONDING TO INSTALLATION "II", SHEET 7. Daa"IQ REQUIREMENTS) N. a1 I. 10101W NO.D'SIR0K.'M ASI/0639 9.400 P• , 9,500.5,c,. " 1 I FIE%URX.St GIN Ai 910.0 ISSTM 0740 12.590 a s: 13.405 p,.i. (3) -HV PIN co OR 6)w/' 1/2" O.D. 1/16" THICK S.S. WASHER .C' c I F1031JR&U201YUS AST+0790 3+9090 p E 345.000 p..r SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, -els, 11 13'(0100 700 ASIR 0250 10 17-111/19 17 R-Ips SHEET CO III Bds tS` c "W oxm WHEEL CARRIAGE DETAIL SONE DE115Tr 651M 02043 412 x 14.5 S AIM 2.1.S. ASSEMBLY LAYOUT EMT OF 0880201 ADO 0935 C-1 CLASS C-1 CMOS ,5,—"--" "'"— SELF 0601104 ASIA 01929 1040-Y 9E0'F 372110906802 4511/0155 '..1RSILE.S19F2:711 AMR WEATHO83 A518 830 9302:.p Al 8810 A2.1 (3 HV BLADE SOLID & 0 HV WINDOW BLADE' DETAILS TEIGIE SitosS BEFORE WEATiERIAG A5TN 630 8461 pal E090 p". N.TLS: arrrrurri:,,, - - - - -- ,+++(itc\p+„Moils. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 1 L` . - * to 2017 EASTERN METAL SUPPLY, INC. SUS' L'C $E 4/p 0#017 nLTE00,INC. - fVVC _ BERTHA Hifi. a� . ,- . / IlL1EcoINC. A.S. '`.A. cordion Shutter System 3,-1, l.� T H.V.teLAaE#1 w/OR w/o N.V.WINDOW BLADE "3 . 109 • a T(LLIT TESTING & ENGINEERING COMPANY American Shutter Systems W'Y•Na DESCRIPTION DATE DRAWN Br:.LC. %rT •4 :' Association, Inc. I OLD 15-085 07/27/17 OATS: 07/27/17 p 1 Q,, e, d 8555 NW.3,(305)871-1530 S.51x.305. .Fox GAR05)8 FLOROA 331 GC Phone: .Fox:'(305)871-1531 4268 Westroods Drive 2 DRAWING No ss1°NAL �`� T1 o-m0O:611404000.<ort West Palm Beach, FL 33407 3- +' 17-107 4,•424`•"' WALTER A.MUT Jr.A.E. 4 , FLOP.E. SEAL/SIGNATURE/DATE RIu<.a 44107 5 SHE OP 20 — - _ . 0'0' 0o9,x,93o,Orref31,rx NOTES ON .HV LOCKS AND CENTERMATES: 0. cP C> CP t..,• 0) CP o' 0> 0' Ida.•eq , • 4-;;,.0.@.4-4-) 1,MANDATORY CONOMON 11:ONE HV LOCK(i3 or,t:0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12ABOVE OR BOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 105-, AND FOR INSTAUATIONS AT ANY ELEVATION. HV LOCK 123 or qj MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR CENTERMATES W/(2) 1/46-20 x 1/2"LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON -1 . MIEWT1111 . -.- TYPICAL SHUTTER ELEVATION. (.7., I I I Ila 1 1,11 x • , r 2.OPTIORAt.Opttnmcu it. IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO NV At.I .4‘;,' I .''' LOCKS SJ , 'R.§OR 02:9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES @i OR 9 SHALL BE AS INDICATED ON NOTE (1)ABOVE. LOCA ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. V 3. OPTIONAL CONDITION i2 0/ALID ONLY WHEN RODS CONDITION 11 OR LIMITED MANDATORY CONDITION f2 IS USED W/TWO H.V. LOCKS); LOCKING RODS ARE NOT REQUIRED AT,I1URRICANE POSITION, BUT MAY ,.. 0 r-g1.041.0404:fox 03. . 1-T" BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS Q9 OR AN ALTERNATIVE DEVICE I MAY ALSO BE USED AT STACKING POSMON (NON HURRICANE POSITION). 4 T.- Ali 4.NANDNIORY CONDMON V:ONE HV LOCX 0 ea SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN Es§- 451— li 1---4 . 1 AND INSTALLATIONS AT ANY ELEVATION. HI/LOCK or Ig.-§SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO p CORNER CENTERMATE W/(2) 1/40-20 x I/2" LONG FLAT HEAD 5.5.KS. TWO LOCKING RODS(6 i —tx E 41R 1 AT TOP Sc BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAI.SHUTTER ELEVATION. HOC-INC MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. \I- A 1 e 1 e $1,i. g,Rtf .:ALTERNATE TO MANDATOY_ENDMONAI_VAUD WILY FOR NV LOCK. do'vu•SYMMErlitCAL CENTERMATES ft . , g?'.1M I ,1„.1g, 7 l' . ONE ALTERNATE W LOCK MAY BE USED!,IN UEU OF NV LOCK GJor 25 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION, AL NATE LOCK.C.8; MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT ..."\ L.115;13 HOO-HVO (1 1.--, OF I/40-2003/4'S.S.THUMBSCREW TO @I OR Ig CENTERMATES SHALL BE MACE W/ 1/4'0-20x3/4"ALUM. / I .07_ 11•Itg?„81D ---\1 1 g...... ..., 3 RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. "."1. a .,I II I.. S.; .amp.. ,.. .11.x .1. .to,. • ONE NV LOCK(23 or 6 or J SHALL BE I I I I USED AT 1/2 OF SSPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 9e,AND FOR INSTALLATIONS AT ANY ELEVATION.IN LOCK B3 or CS or @ MAY BE USED AS AN INSIDE OR 1 —— /..----1/---1-----.-----I-7-----j--- _ USED AT OUTSIDE LOCK,ATTACHED TO 45 or(2... SYMMETRICAL CENTERMATES W/ (2) 1/4"L20 x 1/2"LONG FLAT HEAD S,S. SEE END-- M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUIILN ELEVATION. USE OF LOCKING RODS 3 IV/CO CONNECTION , OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON O. Or. C3> 0> O. 0, 0' 0>9, 0, (> (> CP CP 0. \ - SHEETS 10& te TIP.FULL 0, *NOTES ON HV "T" LOCKS AND CENTERMAT 5: HEIGHT. c, OF CORNER 1. -,,,,, . IKL...I L• ......il1 11 ....MI 1. . , 1.. R•I' ... .06. y _.o 63.1M„.14. ,: .di MAIM,.1711 CENTERMATE a ONE ALTERNATE HV "r LOCK (10 MAY BE INSTALLED IN LIEU OF HV LOCKS.8 OR R FOR ANY SPAN AND 0 0114-1o.(0•0.100,10•Iii,31. INSTALLATION AT ANY ELEVATION. ALT RNATE LOCK® AY BE USED AS AN INSIDE OR OU 'IDE W . ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER qg.AS SHOWN ON SECTION HAG, SHEET 9,WHICH MUST BE 0..@cR©4.Ocs( ).0 OP CONNECTED TO.CENTERMATES @ AND @,W/ 1/4'0-20 x I 1/2'LONG S.S.THREADED BOLT WI 7/8"o K 3/32' wiNGNUT OR W/ 1/4-8-2041' s.S.M.S. INTO A 1/4.0x 5/8"MF/NUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' O.®•4•_").0-q,).0C.' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS. TOP AND BOTOM IS MANDATORY. Cti)•@WO.9:-Jor+C)•@0< 1 *NOTES gN HO LOCKS & CE TERMATES: 1.RD Locic(34 Nro CENTERMATES(3-1 OR 32( WI(Rt T ONE ALTERNATE HD LOCK(D MAYBE USED IN UEU OF TYPICAL (1) HV BLADE SHUTTER ELEVATION NV LOCKS q4,OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION,ALTERNATE HD LOCK co MAY BE USED AS AN INSIDE OR.OUTSIE6 LOCK.ATTACHMENT OF 110 LOCK Q__. TO 0)IS W/3 118 x 3/8"F.H. S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT AS SHOWN ON SECTIONS HER-61VEI A740 HOC-MAC,SHEET 10.LOCK NAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS, ,IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) A ril .. ill N.,\, .........sliii.---- 0201/'KLIEG°.INC. C 2017 EASTERN METAL SUPPLY,INC. BERTHA Hlf,,, e.4....*'\.‘.. EN.9.e..."-.....‘"pN. A ,,, S !IL oAccordion Shutter System •QP• •A• FLV. BUTE#1 W/OR W/O H.V.WHOOW SAE ... . . ,. • r * American Shutter Systems REV.Ma DESCRIPTION OW -04ANN BY: LI. Tei cl..)I ,i TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I. OLD 15-085 01/27/17 OATE: 07/27/17 COM N.W.35Ut.St..51e.365.YLRGINLCCARDVIS,P0040.0 5.310 ...'..;'‘.0::• ORIVA',./.44-./ Phone (303)871-1530.Fox 1 :(305)871-ism 4268 Westroads Drive .a DRAWING No .K-mgat LAI,K0Octokcorn West Palm Beach, FL 33407 s ..........,Q,:.--....*.x.„\' .1 113-0006713 . 1 7-1 07 -.."'uNAL E34—.0` WALTER A THAT Jr.P.E. - FLORIDA Lie.i 44167 8 SHEET P.E. SEA1.751GVTURE/DATE _ 5 OF 20 _ - -- - --CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED-, CONCRETEREQUIRED 1/4'0-20.3/4"S.S. CONCRETE REQUIRED SHEEP 13) CONCRETE ANCHORS MACHINE SCREWS REQUIRED r--- --- EOR fid (SEE SCHEDULE ON w/ 1/4'-20 li -CONCRETE ANCHORS Ir 17 1B A"ATONE(SEE uOUNTING©ON SHECI 7) (SEE 13) NUTS® 12'O,C- I / rr (SEE SCHEDULE ON SHEET 13) i ,_1... J _i. M(n. --1/4-0-20x3/4"S.S. f Min. T-- :: 12 OR 14 r"Lr :.".EQ-.....EQ.. MACHINE SCREWS ... I EQ.( EQ- f USING 1/4'-2O NUIS l o- is 1z Q.c. Le 1f. 1 I 11,2;7- ' E 250'Max. r e. ^�� 13 oR c 1 _13 oR 15 E.0. - s'.'�tl IP r. -b""". .2.• ...a .250" 1 IE 0 7 f\' �`,^,... _I 1 E:D. �" ! i.. 1 I Mox. J r ` Ilii ii I ;\^ CS 1. I 1 f.250'Max. j/ \ i / L_1 tr I r .1r OPTIONAL I i 1 I r �I I I_.._1 r II T:= OPTIONAL I WE 4FNusWN TO MAW(s¢ .1 .�II I,. 1 8Ir�Lf6)AND DOR - t ERISRNG --( E SCHEDULEINN RION ONITO OHGLASS1)-"`-�`�� ,,,I� EXISTING maw'la MRg0)A aA MIN.SEPARATION TO GLASS I ) -O GLASS 3= f. ! GLASS-, '-(SEE SCHEDULE ON SHEET 11) I I Y EXISTING CLASS---, 0 HV WALL- HEADER INSTALLATION HV WALL HEADER INSTALLATION, HV WALL HEADER INSTALLATION + KEYSTONE EXISTING -' "'" i- I! MIN.SEPARATION TO CLASS GLASS---' kN,sowonen EXISTING_J (SEC SCHEDULE ON SHEET 11)--"— i 0 IO CLASS(SEE OR \'^.,?' MW.SEPARATION TG GLASS O GLASS ._s'AFAN�A� "(SEE SCHEDULE ON SHEET ti) ':1. N WEFT 19 ran i l was(D&Qy § EXISTING Ilt I {-OPTIONAL / �' "` GLASS---1 IPE DA ' s-r .,a 111-1 H MQx•� ipii{}pi} ,, �.-•OPTIONAL iin�yyryq }�pI(i}piE 7 i 1 .., OR 1 g E. 0 i / e" / f Ill i-� D'�'1,-,-`:-- � _ _ 'fir` ;!.:1 f `' J A/2"/ i V'J 3_ f " - - ... ®OR 1 I t E EO- 1-r` 1 r1/2'u ' ` - I 1' , e (1).R04 4 ` %S I' f i 1/4'0-20x3/4'S.S. r ,: r Win. t / ` �EQ-«EQ PHILLIPS TRUSS HEAD I / ".. 1/4"d-20x3/4"S.S.PINUPS / k CONCRETE ANCHORS r 'I MACHINE SCREWS USING k }ter. TRUSS HELD MACHINE SCREWS _ t r f + l!2 t 8 N t 4'-20 NUTS fA 12"0.C.: T (SEE-SCHEDULE..ON W/',1/4"-20 NUTS DI 12'O.C. r--- ^-CONCRETE ANCHORS 1" J (SEE SCHEDULE ON SHEET 13) it .F` Min.'� POURED CONCRETE— SHEET 13) POURED CONCRETE_' , __ ,/ I OR'CONCRETE BLOCK OR CONCRETE BLOCK " CONCRETE ANCHORS REQUIRED WALL REQUIRED svfrtl HV WALL SILL INSTALLATION (SEE SCHEDULE ON ®NV WALL SILL INSTALLATION 1 POURED CONCRETE�J SHEET 14) OR CONCRETE BLOCK WAIL REQUIRED ® HV WALL SILL INSTALLATION NOTE FQ; .,..:I.=,.,: ., .s : INSTALLATION DETAILS W/ 1=SEE SHEET 4 FOR TYPICAL SHUTTER «E.D.=EDGE DISTANCE • SEE UMITATIONS OF.USE FOR2HV BLADE ASSEMBLYUN - (SEE SPECIFICATIONS • ON SHEET 13) BLADE-C)ON SHEET 19 • u A IN MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ji/h WAWA, ___ -_-..__ -. .-- . _. J111`'4 A" 1/,i7'-,.,, - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) i; Nt`," "••"'• ✓' 02017 TILT£CO.INC. (0 2012 EASTERN METAL.SUPPLY,INC. Ore N�s'/.'•..... . BERTHA Hit TM 4 4 -:. ! A S A Accordion Shutter System �' " — / _I L tE c a inc. .. ■ . . H.V.BADE#i W/CR W/O'RV.WIND RADE 1 -o E4 ` American Shutter Systems •'� „� �' 7ilLii TESTING Sr ENGINEERING COMPANY Y REV.No DEseRNPnoe . DATE DRAWN eY: L.C. _ OSI ID 4' �� Association, Inc. I OLD 15-085 07/27/17 DATE: 07/27/17 �y�t^�,' ti1E*''4 6355 � 355)871-153 .F,,,CAROMS, 313314E 4268 Westroods Drive z r� ,r { x`6 /i ,,-mail:ED-000671g West Palm Beach, Fl 33407 3 DRAWING 1Noo "' 'VOA/AL .'t.. -',Iii‘ " :.t1 EB-00087E8 4 i�—E V7 7r•r WALTER A.NWT Jr.P.E. 'I--'"�'�rrrrrr FLORIDA Gc i'.44167 5 SHEET P.E. SEAL/SIGNATURE/DATE s 6 OF 20 OR PDURED _ CONCRETE ANCHORS tcl,c yppwslW>t ♦ I INN.SEPARATION t(• It- t--�j' CONCRETE 7-(SEE SCHEDULE ON SHEET 13) TO CM=(SEC r, xEXISTING ! GIASS n REQUIRED -t to EEL04 AM Dun ! g TABS--I % s. O i. TO 0iEzr 1I.)an'y S ( EDGE OF at spar is Mt tr s ttxjp MS/P/ytNYt 4y' #• " l' I' - , D APPLICABLE E%ISTINO 8.461&(4 4 a. r-ou Sc+mu jti !e Q M. ✓ , GLASS-� N3y�iM H ON MT n) i 1; I I 'I'g ALTERNATE A i i I,,. I E%IST HO t yy- 44:,` QrrE / i ,•` ANCHOR _ NN GLASS ,.. a t ' r% l s t ' LOCATION 7 NRI 414111111&--- ry T I ,•' / . A wrap, �® }G9 411- d10u3ge ANCHO SHEAT HEAD Il.+,Sryt^- l,11 t j r f f _ � OR 3/e n 1 TEX SCREW$6 12'Q.C. GG" 7 ::iii , f/ f ! EDGE OF • 11 3 ,, N 3/R mTN." CONCRETE ANCHORS (. IHIlY /� �.,` / A✓ ./ ` APPUBCABFLE �{ C)- 7 (SEE SCHEDULE ON SHEET 13) E 1I1HH!/. q .f' / • f O i- Ni ' �.,P ..-Y ,r i � ' '_-:ECCE OF 1"/'•' 1 ,r'/p��( ✓ EXISTING I 1) II it ./ / liil i I ✓ i,://.." ' i r STAB IF �j�%V. GLASS II I LA PP I? ✓ f t t „/,.././.'•/ ! APPLICABLE (� ' - L! ( / > Ft / I 1 j2 1 EDGE OT • ""7- MN$EPARATGN APPt1CnDLE / E Q/ .-E,q / /•' APPUU,FM E POURED / POt)RED RAT HEAD CONCRETE ANCHORS ' m OulsS(SEE .,.✓// r / CONCRETE E D.. CONCRETE (SEE SCHEDULE ON SHEET 14) "'i 11 ETD ONO �. ♦ POJRTE � ,._ ..�.:+_ .. J REQUIREG REQUIRED CH 4TEET 19 FOR 1 OR a CONCRETE FLAT HEAD CONCRETE ANCHORS. 1 H @Ne) t REQUIRED C. E.D.R. -(SEE SCHEDULE ON SHEET 14) C TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 ASF A.S.D. NV FLOOR INSTALLATION OI HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER NV CEILING INSTALLATION SCHEDULE#s. SHEET TI `TAT EXISTING j ABS .� LW.SEPARATION ' f---- CONCRETE ANCHORS 4N N SSMARA101UN._, I O (SEE SCHEDULE 01 7 r ( v Tl) mscnamc GntiS •. /-'.'. $HEFT IS) I E SCNCCAN 1/4'0 ADVANCED THREAD” Q ON SMELT„J , ' EXGL SS ICCtiNat177 CR 7 SS P'''M EXISMNDGLASS 11 •' GLASS'1(6`01.EEPA t cn D ,II O. GLASS--, PA5 CTN s TNi'ERt/aKI+OR"w/ 1/4' SA SfAtASU m Pus ,3/4'TAN.O'-D SFT o NA%. • •'�tifE s�awu a+S ,t} OC.FOR UP TQ N-0"SPAN AND 10' i i / 4.0.C,FOR SPANS IARGE0i THAN .7 ilT-.. I I �U N 7/ _(� 6'-0'UP TO 8'-0'tuY APPLY`"- +"t PI Fnp��pj t) "MAX i LI/ N1./SEN A T AT CFF)(FASTENER tEt7 I 1 �' ` Lp G: i�:7 I I '�MA%. 1ad_ 9 /'A., 11♦ . H gl0x3/4'HEX(�(jt StiEkT 7f AJR,UMTAftI(XS /8' �I.s riWL i @ OR S 5 , 4 WASHER HEAD t,- 1 f t - t�' u tj ..r- / t� TOG SCREWS l / CONT.SECANT f If ' i 8. ) b 12'Q.C. / r y i % f #54x3/4" HEX FIEAD...-JJ _ �. i-'I- ,ti' ' 13 8f r''t�� - �/ • �,/.t•e-2a.„4`ss us TEK SCREWS®-9'D.C. f / - _ 3-I �14Xs/4'S:D.S: , i jn 1/4"� -CONCRETE ANCHORS - fl 7 L /• I• {. : /rf✓; 0 12"O.C. OR 1/4'0-20 S.S.M.S. - t ! _- fl 9"O.C. 71111j. � 'i .Max. - ,.• W/NUT'®9'O.C. (SET SCHEDULE ON i/ }� !1/2 i L LJ � 7 SHEET 14 „ I 1 I 1 £05T1145 NON STRUCTURAL ` 1/ 17 Aft 18 tj2" T"t- / • ! R 1 8 I't 2.00'•TAINS WALL TRIu(DECORATIVE jj / �} -1-44. ; i I `"' 'w / , )7 i__ ,.. E.D. SILL) •./ I / r'/ t t ✓/ % EDGE OF I �. Qi4a3/4 F.H.S.D.S. HTML . ' . r.t -"'SLAB it ,,A } _POVREO f:,GNGRET[ / f '-!-'�1 7/8" 17/8.**+.1 r / - APPLICABLE ' `_CONCREE ANCHORS SEE NOTE 13(b) Y-"" 7D.D 0.C. 'R�REA ✓ '� • E.O- Pt1tIR_D CO'N' ONCRETE (SEE SCFlEDUIE ON ON SHEET i SEE.NOTE 13(b) ' • .. .. , I /I E.D:•r f DRE CONCRETE BLOCK SNEEE 14j POURED CETE BLOETECK ON SHEET i '- REQUIRED OR CONCRETE BLOCK rV� REQUIRED d JCEYSTONE MOUNTING INSTALLATION OPTIONAL- POURED 0 NV WALL FLOOR INSTALLATION © NV WALL WALK—OVER INSTALLATION u RNILA4 A.S,O.E°a sXINN PRESSURE.64.-72 PM CONCRETE REQUIRED ® NV RAiNGUARD INSTALLATION t MIL) 'I•THIS INSTALLATION SHALL BE ..I F'I .• .I,-I. • • : 4 C.D. EDGE DISTANCE REMOVABLE WHEN PERFORMED • SEE LIMITATIONS OF USE FOR �+ /"�"� ,-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT CTAN OPERABLE EXIT INSTALLATION DETAILS W/ .(1) NV. BLADE OR ENTRANCE WADE ON SHEEP I9 • ASSEMBLY -- - - 2-MOUNTING'SECTIONS CAN BE COMBINED 70,0,110, q+Pyr, _ ._ -. ..____. .. - - IN ANY WAY'TO"SUIT-ANY INSTF.LLATION. - "-' 1!1 k A. IT[� FLORIDA BUILDING CODE(Non 'High Velocity Hurricane Zone .O`*4s' eN 4 .,-1:,..5. (9)2017 EASTERN METAL SUPPLY,INC. c02017 TILTECO,NC. v Se'••*); BERTHA HVTM * .,°-"1-"-.51- 4: '" / I I L I E C 0 INC. A $*S A. Accordion Shutter System RV. EWE#1 W/CR W/O RV. WINDOW BLADE American Shutter Systems TICCIT TESTING & ENGINEERING COMPANY y REV.No DESCRIPTION DATE DRAWN Br; LC. t,-114‘ 2? o Q 2 Association, Inc, OLD 15-085 07[27/17 GATE: 07/27/17 �'� EVAi4� `.'tLt44N 6J5PA a (305)871-153o.Fes.(355)871-T531�A3"uG 4268 Westroads Drive 2 �st$�O�AL E�\'It,ta-m.o:t s0..cam West Palm Beach, FL 33407 3 DRAWING719 S 7 No I(7 �•'Ae A!''r WALTER A.TIENT Jr.P.E. 4 -. ••n•' FIAROA Uc,A 44167 .5 SHEET P.E. SEAL/SIGNATURE/DATEs 7 OF 20 " SEE END WALL CONNECTION DETAILS ON SHEETS 10 & 18 *SEE NOTES ON LOCKING RODS30,coo LOCKS®or® I OUT I go r IN `1�/--EXISTING GLASS INSTALLATIONS 7 / co H• *A.ALTERNATE 110 ON SHEET 5. BADE SUCK OETNLINVE ISOCK VALID FOR ALL { /� /� BLADE W/ HV/�� CENTERMATES CENTERMATES APPLICATION WT„BLADE® ` OD°RG°"a•1 L°�'./,°R 10 .0" 3 , I,LIJ OR SEE END WALL CONNECTION I . i g°".d'Q°"l J+Q DA r—ExIrnNG GLASS DETAILS ON SHEETS 10 & 18 I a,Q.Q'p`ot�� 411 410 ; 15+ >s -( . _ .._ _ 2'4'x1/8'x0'-2 • I Q•Qat\' *0**(.. .0I 3 1/4" 7• 6 1/2' 7• (5063-T6 ALLOY)ALUM. • OPPOSING ; SYMMETRYCAL ANGLE W/(2) 1/4.0 TAPCON 1/2' o0. •63 ANCHORS TO CONCRETE '.� ` — CENTO 01141 S CENTERMATES (TOP/BOTTOM)& � MM.SEPARATION (4){110x1 2'S.M.S.TO TUBE O Ox3/4'S.M.S.0 12' I TO GLASS / ! ..1 N I O.C. RILL LENGNT. ' W/ HV LOOK 4 or kt, I r W/ HV LQCK.0 or (SEE SCHEDULE At EACH ANGLE.{TYP)t ` I /'� iv — i // \I / I /^T,,� t�.)c•�, 'M * t IN (-:_y, /2 Cl_ ON SHEEP 11) _______k _ A ''1'' 0 Altir/ fr , „,,,,,,,,„ , ,,, 0 ,,.. , , ,, , , i. -74 el' ` I--.2* \ / r .'" e o .. 0 - o-e \k-;--.- --- c) • . . 0 - / rf F OUT @ . W` 107 0.00.0.0.0.0.0. �✓ °'',KEW 11111Ir ' HVB HVC 10+0..(ft,.J0.0.o. HVA O ®° )°4 °°(3-(9-0. POURED CONCRETE OR 0.0«V,,, °C1. _ ' _ °Ai i 1 . ? _ �7-8.:811_3_:_,_„_____J�'EXISTING GLASS I CONCRETE RIOC}C:71 t(�:'.'/1l(�J1 4Jl(:�J 'f�J"l 10+ 5 ` REOU EDEXISTING Q"'Q`Oe''a'0p"'��°' SYMMETRICAL ----_...._.__..._.—._�' GLASS +10 0+03m19'l':1 �E%15TINe ,� * I IN O ©'� ®0 IN SEPARATION 5 / tiJ lJ 11 GEfJTERMATE$ 6 6« t a°x a 7 °� To ops ;{_,�, _._.i .-C),=.1 „,1 CLASS OPTIONAL (SEE SCHEDULE — _---"6-:6- R^ �-”"_ �� V LOCK I., INTERIOR) a�' (a as©9•Qaa T 9•15 ON SHEET 11) ` I J twommiar MIN.SEPARATION �;�/�'��; oA �- __ TO GLA5S INLE OPTIONAL - 4 y .. illiiiiiilMIIIIIIIIIIII 0.0,@ TSEE ON SHEETD11) •- (INTERIOR) � AIS. /.w�~..w� .,� .._.._—,;___.._._�_. � r l OUT h ///. coNCRETE 11. 1 ® /ANCHORSc-->" 1--- - PI .._.._.. 16"O.C. 21 r 0 •/Alle \1'.W - IV @ r illik ...,-,. ,f. „,-,: , ., .- ,,. BO. _%i 10 C..� ®* . 0 OUT 6 1/2"MAX.SLACK. J w ^OUT I 4) \--L7;J/. (EXTERIOR) HVE HVF.** HVD �l04 `3 A. -I.,. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, `I'PL.• E.. !'4/ 02017 RLTECO.INC. 182017 EASTERN METAL SUPPLY, INC. L s4. •. 9? BERTHA 1 V TM. .K 1. - �• •a �► A Accordion Shutter System TIF s / 'L E L►V I N C. R a ■ ■ H.V. BLADE#1 W/CR W/0.H.V.Wt1\DO RADE *; - '- --: American Shutter Systems REV..No DESCRIPTION DATE DRAtSN ON LC. :. 4 TIWT TESTING & ENGINEERING COMPANY,,t,", 8355 Association, Inc. I OLD 15-085 /77/27/17 DAIS: 07/27/17 1111`,.-�� A 1 &T55 N.W.36th. 5)'Sl°.153 .OMAFox QNI05)8 KOREA1-153 31168 ................... RI..4"`f'� Phone:(305)871-1530.Doo:(205)871-1531 4268 W Beach, ds Drive 2 DRAWING No. 1-...11).6/(?�•T•••L EN"\ 11It "m EB iT0006T181 Com West Palm Beach, FL 33407 ± 17-107 �"+.. HAL fit WALTER A.T11LT(Jr.P.E. '•iOWOO Irr71 x+ FLOR0A Lk./44167 5 SHEET P.E. SEAL/SIGNATURE/DATE a 8 .OF 20- - - -------- -- - _______ ' ALTERNATE INSTALLATION liV/HV "T" LOCK igt. HV MALE/FEMALE "T" LOCKS CE_NTERMATES d'Et . .._4 & _ — LOCKERS V W/ (IHV BLADE * 1 sEE END CONNECTION DETAILS ON SHEETS 10 & 18 ,..-p,,—SSISTINO GLASS „, INSTALLATION (I) HV BLADE OUT , &-k [ IN I rt ""MADE OSLACK OETAIL Mt,INDICATED ON SKET 8, WI HD CENTERMATES 0 , 0 il AS WELL AS umann FLOARNG MADE al OEM HDD-HVD, i y OID.4:3)..C).04.0.G. I \ I1@ () I,tCATEDr IIISIEEWAY SE USED WITH TICS&Tema eivDEILspo TH0v ,1sHE SELFALWALMinanDliID@ . DETAILs.ON snas 10& tu 11 ...4/ . . 2-..r../.... w 1 C.).0-,(:),•0-0110•Q 46043-TS ALL,OW ALUP _ ANGlvo,'a 001580165/0. '0. .0 F-0.-* (OPTIONAL) (OP(081185.6.)ON(081185.6.)(508/801500) i 1 4) (4)11OsIjr SAS-Ts MEE ' /ril°4q.VIEW; a EACH MOLL(WI) I * IN (4)NV. (4)H V. kro sok,A,-00.4 I N - PIPS(ITP.) " "T" PPM(TYR) inek. 7 WV Mr' (SEC SCHEME LOCK ONSIDE) 0 ..qp — Mil MIMI L 7 0,-•,,,,m, q , C 1• '• I BillIkVii m , 7 .5 0 ,,,,:w... ..)...----,,,k,•---- -__,------..a----------------4.: -- ---+--- -,:',1_01.ivalm-,..,1... -t----:--- .4T-1--taw; ,.......... .= .4.94 -ow q f -,<- '-'. g % rfillWro 0 , e invq----61WAIII6411).:- tre.-misch or_IL-r 2 21, 6/6 i----.74111‘ IIIIIIIIIP ,-4,.. ....sr -NMI 11111111111MINIMISW amusime .amminr- wommomm. . .mitsmamar I V lc — % 64"---7.:.:4-- ta ',17,7 -OUT .3' 0080/ C) 31 080 @me) -000R O. * .i *str NOTE 6 008 It,LOCK®,®, 6, mil 1/4" 0-20 x I 1/2' S.S.M.S. it) .., i` '\:17— imam) • /MI* w/7/8'0 x 3/32" WINGNUT. ammo HDB—HVB OUT HOC—NVC *-1-LOCK,ON SHEET 5. ,„.-, g,.09 FIV ..T" LOCK (OUTSIDE).— (D SYMMETRICAL HD CENTERMATESYMME.ST HITCENTERMATES HVG* W/0::fy LOCK (EXTERIM I 0, LOCK (INTERIOR) f SERIFS 5444.MINNOW (2024-53 ALLOY)LANCE MANSE MN '0'0'0'0'0'0' SHEET NUTSERT.PAST I 0020, AS MANUFACTURED RT ADEL CHERRY 7---19).0'0*0'3'CP' TEXTORN,PAREIPPENT.NEW JERSCI 0-0- '. ____ A..... ...._ . 0ei (1) *SEE ROTES OS 1.50850 ROSS alb 0 HU(D 5(555 OH SHOTS 1) _cD , - - - rCr .. **MCCAW,ROAMS WOO 50101 H52-50 IS MID fOR Ail CDRERMATES APPLICATORS WRI4 WADE(ri) Wr 11.1.11KONII'T..' MMIRMA. 'VW kf,S1 g.,P HDD—HVD** FLOATING 'STACK ._. _ _ _ - ---- • . is -j.l.il A. r '.,....-.; FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) ,'°. * .... s‘f"-- ''''fi '"''' i' X, 02017 TLTECO.1NO 0 2017 EASTERN METAL SUPPLY. INC. :'. ‘3‘ IVSS..\4.e.x*,'.,L. BERTHA HVTM •, It / . . Accordion Shutter System : *,*4...... •4 /•ar.2."'. , / 1 1 1.1 E C 0 ,,. i ....._ INC. \ All 0 ll W H.V. BLADE hit W/OR W/0 H.V. WINDoW BLADE S S A ,...„.. 1.- I * ",t 1 ,: American Shutter Systems ii,.tr k.,, Tula TESTING & ENGINEERING COMPANY REV.No.' DESCRIPTION DATE—DRAWN DY LC. Association Inc., I ow 15-085 07/27/17 DATE:. 07/22/17 °'.',...,44', 6355PCNC7f r438S;1'.-1tO7C:`1:76',1 1'3' 4268 Westroads Drive West Palm Beach, FL 33407 2 \ 'O ,,, 1. ,t- '. e-moil:1418•60001-com - 3 , DRAIN G NO .-...,,,,IVAL ET',filo EB-0006719 17-107 WALTER A'MUT Jr.P.E. . 4 510500 Us.i 44167 5 ,. ,SHEET P.E. SEAL/SIGNATURE/DATE 8 9 OF,20 POURED CONCRETE .,.._POURED CONCRETE POURED CONCRETE tl. POURED CONCRETE OR r f� -a OR CONCRETE i OR CONCRETE OR CONCRETE `' CONCRREQUIRETE D BLOCK WALL ' BLOCK WALL REQUIRED' r";/ -� BLOCK WALL REQUIRED --- BLOCK WALL REQUIRED '�� 1 1, i' f' E%tSTING.GLASS t EXISTING GLASS �" —,•� � --S / C yA 2 SIN. 'EXISTING GLA55. CONCRETE ANCHOR- '' 7-^EXWS LNG GLASS ` f' ! ,, ,,,. /,/ ��J!! / ` ® I6 O.C. ,. ..G_,.._ ......1) I fAN.SEPARATION r.f« T - - 2 MIN.,' .r �y TD GASS(SEE I }2N.SEPARMION I TO GLASS SEE 1 1 I .✓ MN,SEPARATION SCI7EDULE GN 511Efii / ) II I F,r MIN.SEPARATON 115 ( ,,= EO-I I EQ./ TO GLASS(SEE - - IT FOR BADE DAAO I ../ SCNE£OLE ON(SLEET - i 1 TO G[A59N(SEE ( SOIEOLAE CO SHEET 1/16x.3 MAX. OW SHEET 19 FOR SCHFOR B ON SHEET t _ II FOR BLADE(DANE/ (605.3-76)CONT. I BLADES I))&.(I - f1 FOR BADE Q}AVR 1L FOR BTA TB OCR CN SF&ET 18 FOR ALUM.CLOSER k-l.S f 1... I dAn>SHEET Q r/z ,✓ f([" g'"_ «T SHEET rs() (LOCATE AT LP. FOR , SLIDESQ&Q.,� PLATE.{LOCATE t/2. •I ! , , F I. 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(LOCATE AT 0 ..`, �1 ..+\ SIDE CONNECTION0 TRACKS OR ®• i EITHER SIDE OF®) OR I�A, \\\ OD OR SEE OE ON X FOR ?OR 0'. � , SIDE CONNECTION `� 0).0.0'0'0'0 ®�" SSIDE CONNECTION %FO- Q -G-(3.0-0.0.0- * ® (3 0 -Co.0.0-0.0-(0- 10 TRACKS a[� (j•©wQ-i0• 6.9.)'@"43',rte,_q� SIDE CONNRACKN m 60•�T a®o"LO"�"" �°R �t,;�•�a TO TRACKS t0�@a0•�"6•®°' m•pa©,03a©,l' �1a-.®'O"I ®•O i ©•O•©^"©"®•�a 3.0.0..0.0.6 0 0•0-0*.0.CP0.0-0-0.0.6. ca"@�(3,00.0:0- �i0..0-0)-0.@� 0 -0 0-047.-0.0 0.4:3-0.0-(3.0,-,.‘0.0 END CONNECTION DETAIL Q END CONNECTION DETAIL END CONNECTION DETAIL® END: CONNECTION DETAIL 4 REQUIRED ONLY FOR SPANS GREATER.THAN 12'-0"I POURED CONCRETE OR r ,.` t CONCRETE BLOCK WALL I NG EX 5T -EXISTING GLASS r REQUIRED CLASS 1"`� C /( 1 MN SEWEATIOH , /^�• / 10 GLASS(SEE ,/ 0 16 0:0 LAN.SEPARATON >, y =--. -=_r 0oRooR0)OR ' SCHEDULE ON 51-EEI / TO GLASS(SEE / 11 FOR BADE OAND CONCRETE / ' 1/2"MIN- SCHEDULE ON SKIT `"-] `•r I ON SHEET r9 FOR ANCHOR m \ \ W t t FOR BLADE VIAND - I ! Oft)3 OR OR 1 / i 4 ON SKEET 18 FOR I i eADES(D&t 12 O.O.,�' \\ 0 ' ,'CONCRETE-,- I 1r 9 I DACES:G)&�9.1 I I ___ ORO ANCHOR s - l EO j ®0.C. f w. 1/2' MIN. '�,r „4.-..::::: !- i �i ! „ii !` ,�I. .I __..... ti, _ .. OR ®OR OR I_ "r� "� ' jy 2"MIN. FA ,` '• SEE LIMITATONS OF USE FOR 2`MLN. t�, - 1 / -., =-•. ) BEADS Loi ON SHEET 19 (3OROORGIOR OR VIEW Y •' -' OR (g' PLAN X13 OR.O /�/"�� .0.0'( ap°^10:•GOa DETAIL }( POURED CONCRETE OR ti 1 (0,"0.®'0'0'0"'QI" ro•(Dwfl'0-0-0a END INSTALLATION CONCRETE-BLOCK WALL 11.1)`@"42/' of 6 7 0±6•7 REQUIRED C7"O`� O�•®gym 0 NV �BLA_DE OR �� HV WINDOW BLARE INTO 0.0'0.0' `6" c CO-0'(-.)-0'(i - CONCRETE OR CONCRETE BLOCK WALL. - ©.1'c 13aa,CPFA �.�,��,,��.� _ END CONNECTION DETAIL 5{�_ -_ ®-@.,6.0.0.@«10i VNECTI. a1 6 -13,0FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; . '1Sit.', ;1\".. ,'!� te"-1. 02017,TLTEGO,INC. 02017 EASTERN METH.SUPPLY, INC.. i "'•�' BERTHA HVTM • •,.. / �` `�` E Inc. ■S■ tA■ Accordion Shutter System • HV. BLADE#1 w/OR w/o N.V.WNDOY BLADE -4 American Shutter Systems S TiLLR TESTING & ENGINEERING COMPANY Inc. REV.No DESCRIPTION DATE DRAWN BY: LI.�+y /�" 5 Association, c 1 OLD,15-085 A7/27/11 Imre -07/27/17 r4A "(I✓ !� 6355 N.W.:3616 SL SU 3d5..91015W CNADENS,FLORM 33161 '? A)„,,„.„t, t11 ti. Phone':PO0371-1530,fox:(305)61-1531 4268 Westroods Drive z DRAWING No r•`q{•• `�5 `r` a ,OI UR«5719 om West Palm Beach, FL 33407 ( 7 % � e'�4`L4 'avFtLi WALTER A.SLUT Jr.P.E. 4 .. 17�1 QI �r��..rlia/F'°" .FLORIDA Lis.144107 5 SHEET P.E. SEAL/SIGNATURE/DATE6 10 OF 20 .. SCHEDULE I1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* L+' OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" • NOTES' , (ft.). FOR INSTALLATIONS.55/ OR "L (It.) FOR DR "L " (ft.) INSTALLATIONS INSTALLATION LEGEND CENTERMATES @' & ® or or INSTAL LAT,ONS W/ OPPO NG W 'IC,,aE:L 4 01 :,4 \ CONCRETE & WOOD (1) L+ MAXIMUM ALLOY/ABLE SPAN FOR A COVEN Y!/ ONE H.V. LOCK or Or or & W 'W/' ONE HV LOCKS MANSI]RY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING RODS or ONE HV LOCK or 6or L MAX ALLOWABLE SPAN FOR A GIVEN NEGATIVEOR •/ W/ NO LOCKING WALL A, B C, D. E, M, N, 0, P, Q, A.S.D. DESIGN PRESSURE RATING. CENTERMATO,283-29 W/ ONE w/ NO LOCKING RODS ® RODS ti.. MOUNTING F, K & L R, S, & V. }D"T" LOCK 30 W/TWO LO®NG (SEE NOTES 1'.TV (VAUD FOR MOUNTING CI (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM185EE SHELL 7) FLOOR/CEILING G. H. I, IT. J T. U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: nl(1TFs { 0 CONCRETE 66 WOOD MOUNTING & 11 COt+cRErE a:V+DO INSTALLATIONS 0 0 CONCREIF luwuN 11N"Nw INSTALLATIONS """"""'or5AINSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, ASD.pmt APD.SURE APA SURE DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WDLL MOUNTING PRESSURE RDOR[FUrvG MWNTWG MOUT4nNG pj11"'0 h RAIwC / GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (pa j (F'`1.) FLOOR/CUUNG MOUNTING (PDOR - - DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. ' (a OR-) Dr OR-) (a onII-1 FLOOR/WALL.MOUNTING n L E 01 ' L-(FII L M (R) L-.lN L E 99 L-(IQ L/ (5) L,(n) v MAXIMUM SHUTTER SPAN 'L+"OR -L-• FOR • 30 OR LESS 16"-0' 16'-0' 16'-0" 16'-0' 30 16'-0" 16'-0' - 30 i6'-0' 16'-0" INSTALLATIONS INTO WOOD SHMIRED BE ED TO FINALLL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10' '14'-10' IW-2' I6'-0' 35 l4-IO' 14'-10' 35 15'-Y 16•-10" .` 105 psi-A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMIN"rD SPAN BETWEEN 'L+'AND 'l-'. 40 13'-10" 13'-15• 14•-2' 15'-2' 40 13'-70" 13'-I0' 40 14'-2' _15'-2' (3) PROCEDURE TO DETERMINE'MAXIMUM SPAN FOR 45 13"-1' 13'-l' 13'-4' 14'-3' 45 13'-1' 13'-1' 45 13'-4' 14'-3' t HA CORNER CENTERMATE G3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12"-5' 12'-5' 12'-8' 13'-7' 50 12'-5" 12'-5' SO 12'-3' _ 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS 5/FLOOR/CEILING MOUNTINGS: 55 11.-10' 11'-10' 12'-I' 12'-11' 55 11'-10' 11'-10' 55 II'-1' Ti1'-1 ' SHALL BE AS INDICATED ON MANDATORY CONDITION B2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE . 60 I1'-4' I1'-4' 11'-7' 12'-4" 60 1 I-4" 1 I'-4• 60 10'-2' 10'-11'- NOTE#5,start 5. RATING: __ 95 IO'-10" IO'-10" 11'-1" 11'-Ti' -- 65 10'-10'_ t0'-10- 65 9'-5' 10'-1'— DETERMINE: Li+.= MAX. SPAN FOR WALL.MOUNTING INSTALLATIONS: 70 10"-fi' 10'-6 10'-9" 11-5' 70 IG'-6' 10'-6" 70 8''-9- 13-4• Lx+= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1- 10'-1' 10'-4• ' 11'-1" 75 10'-1• 10'-1' �75 - 8'-9- t EJU PT THAT MAXIMUM SHUTTER INSTALLATIONS" 80 D'-10' 9'-10• 10•-0" 10'-9" 80 9'-10" 9'-10" SPAN 'LA'OR 1-'AND MAXIMUM A.S.D.DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9•-6' 9'-6• N'-9' 10'-5' 85 9"-6. 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3' 9'-3' 9-5" 10-1" 90 9'-3• 9'-3' OR CONCRETE BLOCK SHALL BE UNITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Li-. MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 8'-9' 9'-2" 9'-10" 95 9'-0' 8'-9" LIMITED TO +64,-72 ps.I. AND 8'-0" SPAN, SEE Lx MAX. SPAN FOR FL00R/CEILING MOUNTING 100 6'-9' B'-4' 9'•-0- 9'-7' 100 8'-9' B'-4" MOUNTING MOON SHEET 7, INSTALLATIONS, 9'-a' 105 • 6'-7' 7-t 1' . 110 B'-4' 7'-7' - 8'-7• 9'-2' 110 - 8'I-4' 7`-•7' FILIAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 6'-2- 7"-3 8'-4= B-1, vs 6'-27-3� SEPARATION TO. GLASS SCHEDULE MINIMUM BETWEEN +', '.2+'. "LI-"AND 'L2-" 120 B'-0" 6`-11' B'-2' B'-9 120 R'-0' V-,I' (4)'GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7-10 �6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8• 6'-5" 7'-10' 8'-I' ' 130 6'-5" WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 T-7" 6-2' 7-9' 7'-9' 135 7.7 6_2' SPACING. 140 7'-5' S-11' 7'-T 7'-6' 140 T-5' 5-11' ASTM E-1996 SEPARATION 145 7'-3" 5'-9' 7'-5' 7'-3' - 145 7'-3• S-9" TO GLASS '150 7.-2' .5'-7' 7'-4' 7'-0" 150 7-22' 5.-7"' '155 7'-0' 5'-5' T-2'- --6'-9- 155 7.-0- 5'-5"-- 1 THRU 3 1" 160 __6'-11' S'-2' 7-l" 6'-7' 160 . 6'-11' S-2' J 165 6'-ID' S'-1' 7'-0' 6'-4"'— 165 . 6'-10' S'-1' 170 6'-9' 4'-11• 6'-11' G'-2' 170 _.. ,75 6'-T 4'-9• 6'_9' 6'_D' 175 G'_7' 4-8 H V BLADE _-188 .' S' 0 5'-6' 4'- ' 6"-6 -10" 180 6-6' A'-8' 185 6'-5" 4'-6' 6'-7' 5'-8' 185 190 6'-4' 4'--5" 6-6' 5-G• 190 6'-4' 4'-5' Y195 6'-3" 4'-3' 6'-5' S•-5' 195 . ..6'-3" 4-3' 200 6-2' 4-2' G'-4' -3' 200 6'-2 4'-2" - 205 - 6'-1' 4'-1' 6'-3' S-1•- 205 '6'-1' Ifiliff i-4!j�'' _ FLORIDA BUILDING CODE(Non High 'Velocity Hurricane Zone) �� • •... // 02017 IILTECO,INC. ©201? EASTERN METAL SUPPLY, INC. ,1 P .,.}�Er+sF' ✓p N. BERTHA HVTM / �IL�E C O IN \ A■SS.■Iy■ Accordion Shutter System ' H.Y. BLADE#1 W/OR W/O H.V.WINDOW I3LAOE `� American Shutter Systems 45p NW. .DESCRIPTION SATE DRAWN W.:MIMY./LG. -p�T,• ' TICCIT TESTING . ENGINEERING COMPANY 1t'y , Association, :Inc. , OLD 15-085 07/27/17 WE: m/z7/,7 gel JA:i.'.'- .. 6355 kW.J1( SI.,DIA.153 W INA 1NOEN5,ROROA 33166 — — ,� ., (©R)�i`,,... ,,i-s;.�� Phone:(305)571-153D.Fax:(305)671-153i 4268'Weslroads Drive x DRAWING No 4, d -moa:Un«ooem.eor„ West Palm Beoch, FL 33407 3 t5'S'©NAL_ •I.'�E WALTER..TDRiIT1Jr.P.E. 4 17-107 FLORIDA Us./44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6, 11 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE, ANCHORS SPACING LEGEND POURED'.CONCRETE (56E MOUNTINGS A,8,0.0 ANO ON SHEET 6) POURED CONCRETE/CONCRETE BLOCK TAPCON OR um,,,t84 A)WALL HEADEfj,,,,MOUNHING '®A WALL HEADER MOUNTING WALL HEADER MOUNTING 00WA.L SILL QUNTING (DIWALL SILL OUNTING (0&(F�WA L HEADER/SILL TAPCON WITH ADVANCED SPAN WJ f 1 W/0,,41 Vl/0.9 MOUNTING THREADFDRM TECHNOLOGY (W ASD.DMA REGAINS PAe361.98 8411/4 rJ ASA.DESIGN t6:GA1NC PSE RAMS •,,A50.OMR NEGiNE PRESSURE 111991c Asn. Ca REPAVE PRESSURE F02,c,r(P+Q ASD.DFSKa+rsPAm£PFESSvfiE RAMC 48449 DEM n'64314E PSE wsxc(PsQ ALL POINTS SOLID-SET 30 40 60 75 0 Mil=30 40 60 75 0 120 160 205 30 Ell04 75 90 1200. 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75. 90 120 160 205. BLUE TAP 14:12 10 9. M i 121 12 10' 9-. 8 8 6 - 14. 12''10 9 8 6 5.5 8 8 Q 8 8 8. 7 5.6 _. 3'-O" /4 12 to 9 IIIIIIMOI�� 12 10'.9; 8 8 6 6 14 12 10 9 8 6 6 a 8 8 '8 8 8-.-8 8 TAPPER+ OR LESS 74 12 10 '9' 6 5 aim 12 10 9 a 8..6 3.14 12 /0 9 8 6 6 a .a a a 8 8 8 6.5 14 12 10 -0' 6 6INI 12 10 9 8 8 8. - '14 12 10 9 8 6 8' 8 0. 8 8 8 r8 6 '7 14 12 10 9 6 4 ®'12 10 9. 8 '7 14 12 10 9 7 85 - 8 8 8 'a 8' 7;8.5 '4 14 12 .10 9 6 4 �:12 10 'a S 8 5.5 - 14 12 10 9' 8 6 6 9 8 8 8 a a 8 a. ' 4-0 14 12 10 9. � • M UUII1 12 100 9 8 8 - 14 i2 10 9 --8 658 _06 8 588 8 8 80.55 14 12 10 9. �[.�10. 12_10 9 8 8 - - 14_12 10 9 a 6 - a 8 9 8 8 7 58 14-12 10 9 10 ' . 12~-10 '9 78- - 14 12 10 9 7.5'5.5- - - 8 8 8 7.5 5.5 4• 3 * SEE ANCHOR. 14'. 12 10 '9' - =lin '12 10 9 8 7 - 14 12. 10 9 8 8 6 8. B 8 8..'8 8 8 SPECIFICATIONS 5-0" -12 10 ri 8 3. - 14 12 10 -9 8 7 8 8 a 8 7 5' 4 14 12. 10 9 IS . 14.'12 10' '9IllE ®®' . �� 12- 10. 9 8 - - - 14 12 10' 9 Et 75 8'8. 8 8 7.5 5.5 4 ON SHEET 13 14 12 10 -9 10 12 95 7.5 t 14 '12. 9.6 7.5 85 3.5 9 B 75 6:6 4.5 3.5 n=pagnin in 12 10 9 '8 4 14 12'10 9 8 8 4 - a 6 'e,•'8 a 8:'7.5 6-0" '14 12- ID 9 ® 0 IMM 12 10 9 45 - 14 12 10 0. 7.5 4 - 8 -B 8 75 5.5 4 3 . 14_12 10 9 Y .am 12 10 9 .5 -_- 14 12 10 9 8 4.5 8 8 8 5 6. 4.5 14 12'10. 9- 12 8 4,5- 14.'12. 8 6.5 5.5 8 8 6.5 55' 4 3' - 14 12 III 9 . ® . ni12 10 9 6 --. 14 12 10 9 8 7 - 8- B`8 8 8 7.5 8 7.-0" g �12 10 55 - 14 12 10 1 6S - 8 8 .8 8.5 :5 35 - 14 12 15 9 45 `-• * -^- 14 '12 10 9 7.5 a 12 10 6..- - 14 II 10 8 5 7 - 8 8 .8 7 5 4 14 .12 10 9 5S II 7 - 14 7 5.5 3.5 - a 7 :5.5.48 38 +22_460 7- '4 - 14 12 '10 9 8 .3 - - 8 8 8 8 7:5 7744. *SEE LIMITATIONS OF USE FOR 8._,., 14 12 10. 5.5 312 to 9 � • . 3 - - 14 12 8.5 7 4 - : . b 8 '/ 5.5 4 3 �� i4. 72 10;9' S' �• * �:1;5 95 - .^,- 141295754.5887.584.5 - 6LAOE'L7"ON SHEET F3 4X14'12 t0' 6.54 f� l05. - - is 12 t0 9. 5....5 - - a a: 6 '8 8.5 6 3 9'-0. 14126 54 - �� 4,S - '-.7-.. 14 11.5 7 S 6 - 8 7.5 6 5 4 - - 14 12 . 5 4 10. 82 -5 - - - - 14 12 8 aS. - - - - 8 8 4.5 3.5 4 - 14 12 9.5 5 3.5 10 � ��8.5 -• 11.5 8.5 5S� 8 'S.5 4.5 3.5'.- 14 12' 9,8_5 A5 M 12 7 14 12. I0 7.5 58 8 8 8 7.5.4.5 20'-0" 14 12 5.5 3 - �EMU� �a 10.5 3 - 14 103 7 3.5 - - - 8 7'. 5.5 4.5 3.5 14 1212 a 43 3' 14' :11 - - 14 i:l 75 8 75 .6 5 - _ - t4 . , i4 i2 4 _ - - 14 12...10 - - - 8 8 5 8 •6 3 1?'-0" 1414 1212 35.5 - - � 5 5.5.45 4 - - 5 4 - HV BLADE OR HV BLADE - 14 13'-G` 14 iB X55 105 a - $ 6 4 3.5 W/ * HV WINDOW BLADE 14 = WORKING IN UNISON • 14'-0- 14 12 -- ®x111 4 - - - - 14 7 �n T`m - 10 75 - 75 5 4 J 1 II - - - - - - 8 5 4 - 140 - u - 8 0 8 ? 73 3.5 15'-0. 14 75- ®_ 14 -- .. _ O 14 $ 8 8 75 6 3' - - _ -_ -_- _ _ 14 -'- - -' 14' - r - - - -''14 - - - !Z ih* - 9b _ - - a as1�3-5 - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone) 1c`i•it 7V;--:, , 15.+"•2057 EASTERN METAL SUPPLY INC. ;y``Q..,,•• *{A/A �. 02017 TILTECO,INC. ''C* I p =ERTHA HVTM '',---fi �.' t t ANIS S A Accordion Shutter System i *iiia>�,` '--8 a /E G INC. ■ ■ . ■ H.V.WEE#1 W/CR W/O H.V.%%NOON RATE "1$y 4 ! *;' TICCIT TESTING & ENGINEERING COMPANY Arnedoan Shutter Systems . . arscepioa DATE DRAWN WC 10. 1 p r U ,�.. a3ss NY/.361A,sc Ste.3a5:'MRciNw OPIt0Ex5�ROPoD•3378¢ Association, Inc. NM OLA 15-085 7/27/1 DATE: 07/27/17 . 'C !C( , 4�45 Phan,:(305)871-1530.F04:(3as)571-1531 4268 Westroods Drive ® DRAWING No f / � ji. ;�w11�1 wALTEn a000 14 c0.E.ara Wes( palm Beach, FL 33407 ®� 7-^ 07 FLORIDA L .0 44167 5 - SHEET P.E.,5 f 3KiNAi(JRE/DATE 5 12 OF 20' .. -- - -- ------- - MAXiMUM ANCHOR' SPACING Oa) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.DESIGN NEGATIVE PRESSURE BATING ANDA COBRESEDNDING MOWING Tin FOR_CONCRETE OR CONCRETE BLOCK iNSTAUATiON$ 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS:(SEE M0UNDNGS E.G.A H ON SHEETS 6&7) MIRED CONCREIE/CONCREiE Scoot POVRED <CRE1E (A) TO EXISTING POURED CONCRETE:(Min, rc-3 ksi) imam E)WALL SILL MOUNTING ()CEILING MOUNTING ()FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREAXFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY 1,7 W.BUSLDEX.(UN.Ye=3 Ni) SPAN HORSSPAC ANCING LE'GENO - 1/4"0 x3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Mtn. To= 3 lei) (B) Asp.oe501 60311WPiitssu iE RAI0S ),ASO,OESKET 0054171E PRESS/RE RA100 V)/5.0.0801G7.hEG1NE.FRESIL18E,RAMO 9ff1 -1/4'0 BLUE TAP CONCRETE ANCHORS IN/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC(Mm.rc ^•21 ksi) .38.'40 60 75 90 120 160 20530 40' 60 75 90 120 100 265 30 40 80 75 90 120 160 245 TAPCON OR 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED SY ALL POINTS SCREW,BOLT&SPECIALTY TAPCON:YeiH At3vANCEO ^ COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WiTH THE AMERICAN SHUTTER SYSTEMS ASSOCIATi09,INC. 14 1210 9 8 8 '6 55 14 12 10 9; 8, '8._ 6 14 12.10 9 8 8' 6 6 THREADFORM TECHNOLOGY. (Mk,re*.3 AM). 3'-0' 14/2t0 9 8 8 a 6 •14 72 i4 9 8 8 - 6 14. 12 10 9 5 .8 6 a ALL POINTS SOLID-SET OR LESS 14 12 10 9 B '8 6 8 14 12 10 9. a 5 6 14 12 10 '9 8 -8 6 5 BLUE TAP W/CAP' NOTES: 14 12 to 9 8 8 6 7.14 15 10 9 0 .8_ 6 1F 12' 10 '9 8 8. 6 -6 A7)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10'9 6. 7 5.5'3.5`14 12 10 9 B 8 6 142 12-10 9 8 8 6 ' S ANCHORS IS 1 3/4',ANO FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4:-pr 14 1210• 9 0 8 6 $ 14 72 10 9 a 8 6 14 12 10, 9 8 8 6 5.5 t4 12 t0 9. 8 8 6N4 14 i2 10 9 8 8: 45 14. 72 15 9 8 6 4 3.5 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL.POINTS SOTTO-SET ANCHORS SHALL BE 7/8-INTO THE POURED CONCRETE.NO EMBEDMENT' 14 12 10 9 8' B 6 4.5 14 12 70 8 8 8 5.5 14 12 10 9 0 8 6 4.5 - INTO STUCCO SHALL BE PERMITTED. 1/4'0-20'SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 t2 YO 9 7.5 5.5 3.5 - 14 72. 10 6 8 5 14 12 14 8 8 7 53 4 ♦IEE pullON Of u5E FOR EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14- 12 10 9 8 8 6 6: 14 12 10 .8 8 'B.5 14 12 10 9 8 8 8 4.5 N 1110 tCN SNI:'[19 5'-0"' 14 12 10 9 8 7 4- 14 -12 10 "8. 65. 3.5 14 12 108 6.5 5 35. 3 A.3)IN CASE THAT PRECAST.STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WAALLOR FLOOR, 14 12 10 9 8 7.5 4.5 14 12 70' 8 8 4.5 14'72 10 9 8 6..4.5 375 ANCHORS SHALL,SE'.LDNG ENOUGH TO.REACH THE 00008 STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE.AS INDICATED ON 14--12 9.5 7.5 85 4:5 -. '- i4-'72 TO 8 7.5 5.5 4 14 12 10 9 8 ,66 4.5 35 NOTES A1)&A2)ABOVE.FOR INSTALLATIONS ON-VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS,ENGINEER.FOR 14 12 .t0 9 6 .a 6 14 TO.10 8 8 6 -5 t4 12 10_9_ 8 6,5 5. 35. INSTALLATION INTO ETES WITH METAL STUDS SEE SHEET 20; b'-0', 14 12 10 9 7,5 5.5 -3 14 12 10 85 7 5.5 4 3 14 12 8 6.5 5,5 4 3 - ;14'12. 10 9 a 0 - - l4 12 10 9 8 6,5 5 3:75 14 12 10 8,5 a 5 4 - (B) TO EXISTING CONCRETE BLOCK;(ASTM 0-90) 14 A 12 8 6.5 5,5 3 14 f2•10' 5 -8 6S 4.5 3.5. 14 12 10' 8 7 'S 3.5 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I,T.W.BUILDER: t4 12..II 6 e'. 8 14 12 70 9 0 7 5 4. 14 12 IO 9 74 58 4 3 - 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS,. AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&.SPECIALTY COMPANY. '-0" - 1/4'0 BLUE TAP CONCRETE ANCHORS WI CAP AS MANUFACNREED BY FLORIDA FASTENERS DIRECT,INC. .14 12 10'�8 -7 4 - - 14' 12 9 7S 6.5 5S 4 14 112 9 S7 '7.5.4,5 - - 14 12 10.B.S 7 4 14 -12 10 B 75.5.5 4 14 12 9 .7 75 45 - - - 1/4'0 TAPOR,A AH THEE .AS MANUFACTURED' PAUTHO ZED INC.,SND DI ITH A ALC N SHU SCREW,SOLS&SPEATION, 14 11 7-5.5,45-- - - 14 12 10 9 7.5 5.5 4 - 14 12 9 7 ,6 45 3, COMPANY OR,ANY OTHER AAPROVI`0.LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN:.5H7ITTER':SYSTE6S5 ASSOCIATION,LNC. $ ,-D: 14 -72 IS 9 8 6.5 - 14 72. 10: 9 a 6 4- - 14. 12 10. a 65 5 3s - NOTES: 14 12 8.5 7- 5,5 3 - - 14 12 8 6.5 54 4 3, - 12.5 9.5 6 5 4 3 B.t)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/'CAP ANCHORS MID TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 5,5 7.5 6 - - - 14 72 5.5 8 64 5 - - 14 .12 8 6 6:5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1', 13'9.5 6.5 5 35' - 14 12 t0 8 65 5 - :14 12 65_65 5 4 B,-o" 14 12 10 9 8 - - 14 12 10 8 7,5 4.5 - - 14 12 aS 7 5.5 4 __ 0.2)MINIMUM EMBEOMERT OF 1/4"0 x 3/4'ALL POINTS SOLID-.SET ANCHORS SHALL SE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK,NO 14 11.5 7,5 6 4 - - - 14 II 7 5.5 5 3.5 - - II 8 5.5 4.5 3.5 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4'0-20 5.5, MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO I4 72 B. 8.5 4,5 - - - 14 72 8.5 7 5.5 4 - - 14 105 7 5.5 6. 4.5 -. EXIST,AND I'MINIMUM FOR WALLS WITH 00 STUCCO. 114 6.5 55 4 - - - - 14 12' 9 7 6. 4.5 - - 14 11 7 5.5 45 35 70'-O• 14 12 10 9 7,5 - _ - 14. 72 10 8 6.5 5 - 14 12 8 6 .5 4 - 6.3)IN CASE THAT PRECAST STONE. PRECAST CONCRETE.'PANELS,PAVERS OR ANY VENEER BE FOUND ON THE.EXISTING WALL.OR FLOOR, 14 10:5 7 5 3.5 - - - 13 9.5 8.5- 5 4 3 - 10 7.5•5 4. 3 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE'SHALL.BE AS.INDICATED ON is 11 7.5 55 - - . - 14 11.5 9 6 5 4 12,5 9:5 6 5. 4 4 - NOTES B,1)&9.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT. THIS ENGINEER. 7 - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20, '705 $ S - - - - -�-74' 12 $ 65 S.5 4 - -.'13 10 85 5 4 3 - 14 ,2 I0 - - - '14 12 9 7 8 4.5^: 14 10.5 T 5.5 4.5 3.5 T t'_p^ - - (C) ANCHORS SMALL$6 INSTALLED-:FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS'OF THE ANCHOR'S MANUFACTURER. 125 95 5 - - - - ;,1.2� 9 8 ,4,5 4 3 - - ':❑ 7 4S 3.5 J - - - 44 10 7 - 7- - 14 10,5 7 5.5 43 - - - 71.5 OS'5,5 4.5 3:75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP. FOR ANCHORS.. 9,5 7 4.5 - - - 14 11,5 7:5 5. 5 - - - 12 9 6 4.5 4 - -- --,--.4-___ _ 72,-0" 112 '10 -. - - - 14 12 8 6.5 5.5 - - - 13: 10 6.5 5 4 - - - EDGE DISTANCE VE•, .'. 0 .. 1 . •- • ,PRS; 11.0 9.5 4.5 - - - - 17 8 S.S. 4 3.5 - - '0 6 4 J MAX1MUM ANCH08 SPACINGS ARE VAUD FOR EOM 91STANCES INDICATED 8ELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 85' - - -- - '14-105 7 5.5.45- - - - .I I1 8.5.53 4.5 3.5 - - - REDUCED.SPACING.OBTAINED USING FACTOR.SHALL NOT BE LESS THAN MINIMUM SPACING'INDICATED TOR EACH ANCHOR TYPE. .: FACTOR 14 t2 '- - ,74 115 7.5 8 ACTUAL -TAPCON WITH ADVANCED TAPPER+ EDGE TAPCON ALL POINT.SOLID SET BLUE TAP'W/CAP SPACING co 1 ?II DICTANCE THRFADFORM TECHNOLOGYMIN, 14 'i2 - - - .14...10.5 75'5.5 - - - - IY 8.5 55 45 - - ,. • E.D. MIN:SPACING.m 3' MIN.SPACING.@ 3' MIN.SPACING- 3 t/Y MIN,SPACING 3' 3/4' 4' i q':..p•. - - - - - 0 d POURED CONCRETE BLOC & pLjp�C4pCIaETE tY4KXEIE.8O7c POURED CONCRETE& POURED CONCRETE& gam fOtiO?EIE 7 7 a�}{ 10 7.5 - _ - - 0 7 4.5 3.5 - 7 5 33 3 ■' 11.5 8 : 11 8 5 5 4.5 - - - 9 6.5 4.5 - - _ [@N C MN D'BLOCK MX Eft•3 1/2'TAMED,2 1/2'. CMN EO.•3R1/2"K CONCRETE ket Q BSOCK Lea EO.=3 1/2"me.E0..2 1/Y , -.•; 1L:1 HV A I l�a.rt 3' lA: '0.90. • 1.0 0.78 1.0 08 1.0 T5'-0' t4 _ - BLADE WORICiNG 2.1/2" _.., -1).8t 1.0 _�, - 0.87 t.o 8 _. 8;5 6.5' 4. - .. _ _ 8:5 5 3 - IN UNISQN.♦ - - t0-- _ 10:5 8 `5 _ - '.'8.3 6 '4 .. ,. - _ 3 - - - - 0.71 0.51 - 1 4' 0.91' - - 0,43 • - _._,:-_...-.- 3='12.5 9.5 a - - . -" 16 7S.s: - - _ _- T5'-0" s - „,- - $ _ .- s sSS' a. '- .. - - -- _ - ' T 1/2' _.. D.5..5- - .-- --- - - - -_._- --__ _ D.3ST - -- - - 9.5 - - -' - - - 9.' 7 5. - - -- 8 6' 4 1+ A-„,7„, M FLORIDA BUILDING CDDE,(Non High Velocity Hurricone Zone) T yS 7. 1'52017 EASTERNEATE� �MEETAL SUPPLY,INC. . y 4t1IV-... Ti !/14'- Wz0,7 mTECO.INC. erR-THA HV7d �� 4.. \XEAr' vim, A S S A Accordion Shutter System b =o, �:i7,�i® E. G a I n c. ■ ■ ■ ■ RV #1 W/OR W/O�H.V.WINDOW BLADE ^,- 'y "�� . T)WT TESTING.& ENGINEERING COMPANY- American Shutter Systems REV. N4 prscRIPt1ON DATE DRAWN Ari Lc. sit 'A '7�'1 6355 8.01 368.51SI..355,YNNONIO04RSW9,FL0NOA 33160 Association, Inc. 1 OLD 15-085 7/Q .27/17 DATE: 07/27/17' Com' ! �¢ 4% Phan:(205)571-1530.fox I(305)871-1531 4288 Westroads Drive 2 DRAWING No '-�(+� .tt."D�+iUR !`. .;4 o mw:E8-0006719 West Palm Beach, FL 33407 3 17-107 y e `"/A ". y�t`\*. ket WALTER A: UTI Jr.P.E. 4 V'4 ! FLORIDA Us.9 44167 5 SHEET P.E.SCA PiIt .DATE a -13 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. L*. L L :111 ' ::I, :c• : r:: T•LFL „s .Lill ii/' .: •L :71 0: 'LE:311 : • . L1. :1•L (SEE YOUNIINGS I...K&L ON SHEET 7) POURED'CONCRETE POURED'CONCR CONCRETE BLOCK ANCHORS SPACING LEGEND ( WALK OVER h (H)TREHCH Oj RMNGUARD MOUNTING QWALL/FLOOR MOUNTING ©WALL/WALK NEN MOUNTING mum SPAN -ID ---_AIDJJN➢NG __�-- 1 -..._.._._ TAPCON OR PA SD:DERRI NEGATIVE PRESSURE RAM LSO.EOM!INANE MEMO ROM 1'v,ASD.DEW KW/Ell/IMF/E ll/I F RAMC ASD LIMN 8E,AIAE PRIG E MNG CO TAPCON WITH ADVANCED >0 ®Eg0 E�7RM a0 M�®vD g160 205NN� R=160=DO 40 6D: 7D�� THREADFORM TECHNOLOGY 14 a 12 12 8.5 6B Y 5 s 5 3 ALL POINTS SOUR-SET 3•-0'ISE�OEIDuHO®®®®�®�E©©H�©©®©©EfE1Ef0Eii BLUE TAP SR LESS BROOM - Fi0I0043EIENUIE■ElEI© MI HHRH R e HHHH H 5 8.5 HHH HH H HH TAPPER+ 4-°-HHHH e H . , HHHERM HUH MINHHNBH ®HHRHH umHHW EINHeHHIINN ®eHHH®e�� 5,_0.E1 12 MPAN[IO®®® (.3mm= Dlci E>oEIFiE#E1wE1 E7 + SEE ANCHOR H 12 t1INNNININNINNINNIINNI pp© N®� MMI SPECIF1CATlONS s_0.Bur. EID[l ®®mmm®�©©OFIFIm©FI EfE�F�©©©© ON SHEET 13 mmUMppINN�HEH 1HUNHHImmgal geNNRIN 7,-or.®Q.•7E mmrsimmu. macium©®© FID pE■E� E7. ® ®E�EI®FitE1EfEIF7�ESm. HHHHHHH®HHH®EHH®®IN8®BNNBHHHH ®H 0 VALID ONLY FOR UP TO +70, -75 ® PSF A.S.D DESIGN PRESSURE :=° "Arm �1O�IfI,® DD EI 00 EIE1• 1 10_D' a HINNImi l® 11111111111 1 �iNONNN1�!MINminumummm 1 m11111111111 mumaimm HHN HUME`� ®I HMINMESHHHHHHIONEM CT) H V BLADE ONLY ;2•_0.®® • A00 a m .. Ef ®©0© 6msnonsms.mmummmoom mm H HEM u®ia 9mimma��®®�Cr ®• ®®v Uammum® um= 13'-0+®m0 MPJ ®H�H�HOH OO EfE1•EIEf ®©' .�® MMM miaMM M©MEM IIi7 awiaaImCR ®®Ei♦14-0 Q7® • a i �c■aaaa� 0v OE■EI v10 15-G �17s01i. l7vo0fa. m0 0©® vAVAEtiE1®® mmil w-vmmi...mcm..QQ 6 65 cummummmmAQO.-micm- as Ba®a®BHNH ®®B - .---..._...._- --- - .K FLORIDA BUILDING CODE(Non High" Velocity Hurricane Zone; ,,ly PL\`� ��/l X7017 EASTERN METAL SUPPLY, INC. 1 r' 02017 TILTECO,INC. 't ucEro B THA HVTM. 1SF . A S S A Accordion Shutter System >a.,,. _. / �l,L I E C o I} , Y ■ ■ � ■ H.V. Hum#1 w/DR w/o H.v.WINDOW BLADE American Shutter Systems S7 . sAteJ) '* 06 UT TESTING & ENGINEERING, COMPANY- Inc. NOV.v. DESCDPoOH - DATE DRAWN BY. LC. •� ‘Atel..) , Association. c 1 OLD 15-085 07/27/17 DAT E 07/27/17 � .&155 N.W.J6•A.SL.51 JoS,VIQGINIA tLM015.FlORW J3i6G 4258 Westroads Drive i I PnaD<:(3ns)571 153D.Faa:(aDs)ei1=1531 DRAWING NO. SL Lk • 1 ta1«u0oa.cam West Palm Beach, FL 33407 a �s� ��,+� 8 NI.L7,9 ]7-107 —',..,:L/0101?" wAL1ER A.nun Jr.P.E. FLORIDA Lk..44167 5 SHEET P.E. SFJCC/3I6NAYURE/DATE 5 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (o,e.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, (SEE MOUNT10775 ON SHEETS 16&17). • L...-1 B- T F:AT SOUTHERN PTNE No.-- SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. 0=0.55, SPRUCE PINE FIR NORTH SPRUCE.PINE FIR SOUTH 1/2" MIN. CDX 2 W/G MIN.Gm0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/MIN. 0=0.43 W/ MIN, G=0.36 PLYWOOD MON c S0,5d W/ W/ MIN. G=0.43 W/ MIN. G=0.36 U XIMtM SPAN(a) 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, O & R FLOOR MOUNTINGS WALL PMOUNTINGS8.0. WALL M MOUNTINGS B.O. WALL MOUNTINGS B.O, WALL&OUNTINGS W& X W& X W & X no.BSD$NM1I0 pow LUIm(4 uA 1507 48.11115211 EATS(p)139.DSO ROM H597:vac 0:0 726165V1142016 5001E ours(1).159.tea 1ECv71 1770711510(1}Up.rent kW Man RRTIW(4)u0.OW 165161!145570 910((RI rsa aau tent 785;70930 44 025 8591 ow maw Doc(7:6654 DMIsCIE EM 930(0) 30 40 60 75 90.105 30 40 GO 75 90 105 30 40 60 75 90 105 304440 60 75 90 105 30 40 90 75 90 105,30 40 60 75 90 105 30.40 60 75 90 105 30 49 60 75 T 90 105 30 40 60 75 90 105 30 40 60 75 90 105 3'-0.0R LESS-T2 10 30 9 8'8 6 6 6 6 6 6 12 10 10 9 8 8 6 `6 6 6 6 6 12'10 10 9 8 8 6 6 6 6 6 6 '6 5 4 4 4 3 12 12 12 12 12 t2 12 12 12 12 12 12 12 12 12. 12. 12 12 4'-0' 12 10'10. 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 8 5 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 )2 12 12.12 12 12 12 12 ... g'_0'^ 12 70 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12.-1'0 10 9 8 7 6 6 6'6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 1_2'12_12 12 12412 12 12-52 12 10.5 6'_0" 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 8 6 6 15,5 5 4,5.12 10 10 9 6 3,5. 6 6 .6.46 5-4,5 6 5 4 4 3:5 - 12 12 12 12 12 12 12 1212 12 12 12 12 12 12 12 10 8.5 _.._ 1_.._.. ._... - _.__,- _., ,... . y_p' 12 t0 T4 4 6.5 a 6 6 8 5.5 4.S 4 i2 t0 30Y9 5 3 6 b 5 5 4 3.5 i2- 10 SO 7-15 - 6 6 6 5 a 3.5 6 5 d a - - iJ, 12 72 12 12 T2 12 12 12 12 12 10.6 12'12-12 10.58.5 7.5 - _ �_ ,_.-7777- :- - 0'-0• 12 10 10 AS 4.5 3 6 6 6 5 4 3.5 12 70 10 6 3,5 - 6 6 5 b.53.5 3 72 t0 10 4 - - 6 8 5 4.5 3.5 3 6 5 4 7- 12 12 12 12 12 12 12. 12 d2. 12 71 9.5 12 12'I1.5 9 7,5 6.5 10-3-3.5 - .._._.._... --- g'-0" t2 10. tO 5 3.5 - 6 6 5.54.S�,3S�3 12 t0 9"a - 6 8 4.5 4 3 3 T2� 10�,a.3 - - S 6 16.5+ 3 3 6 5 3.5- - - 12 12 12 12 12 10.:12.12. 12 11,59.5 8S 12 i2'tO 8 6.55:5 10'-0' 12. 10 7.5 4 - - 6 6 5 4 3 12 10 6 3 - - 6 6 4 3.5 3 12-.10 13..- - - 6 6 4'3.5 3 - 6 5 - - - 12 12 12 12'19.59.5 12 12' 12 10:58.5 7,5 12 12 9 7 6 5 - 111. 17'-0' 1210 5,9 - - 6 b 4.5- - - 12 10,45- .. - 65.5 3,5- - - 12-TE -- - - 6 5.5 4'- - - 65. .- - - - 12 12 12 12 30 8.512 12 12 4.5 8 7 12:72 8 a 6.5.5.5 4.5 12'-0'12.10 4:5 - 6 6 4 - - - 12 10 3.5- - - 6 5 3.5-_,1_.._z 12 10 _ - - 6 5 3.5- - 6 5 - - - )212121212I185761211,,75654 13'-0' 1210 - - - - 6 6 - - --'-12 10 - - - - 6' 4,5 - - - ^ 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - - 12 12 12 10,58.5 7.5 12 52 10 8- 6_5 5.5 1-2-T-0.5 7 5.5,4,5 4 14'-0' 12 10 - - - - 6 5.5 - - - 12 7 - - "" - 5.5 4.5 - - - - 12 7 - ,• - - 5.5 4.5 - - -- - .T8.4.5 - - - - 6 3. - - - - 12 12, 12- - - - 12 12, 12 9,5 8 7 6 12 12 9.5 7.5 6 4.5 12 9,5 6.5 5 4 3 15'-0' 12 - _ _ - 6 - - - - - 12 _ - _ " - 5 - _ - - 12 _ - - - _ 5 _ - - 6 - _ - _ - 12 12 11 9 7.5 5 12 12 8.5'7' 6 4 12 9 6 5 4 4- 16'•-0' 12 - - - - - 6 - - - - - 12_- -_- - -_5 - _ - - 11.5- - - _ - 5 - - - - - 6 _-_- - _-• -_12 12 10.58.5 6.5 4 12 12 8 6.5 5 3 11,58.5 5,5 4.5 3.5 - HV BLADE OR � HV BLADE W/ HV. WINDOW BLADE WORKING IN UNISON. t SEE U4IIATINS Or USE r0R OUOr ON SHEET'10 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, I.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOME SHALL DE AS FOLLOWS: 3.'SUBSTRATE SHALL CONSIST OF.THE FOLLOWING: -SOUTHERN PINE No.2 W/G=0.55(6.0S) - 1/4'0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.6UILDEX W/MINIMUM EM0E0ME9T AS INDICATED AT -DOUGLAS FIR W/060.50'(OLDS.) EACH SECTION ON SHEETS 16& 17. -SPRUCE PINE FIR NORTH W/G=0,43(N.O.S.) EXCEP170N:SEE NOTE 2 6610W. -SPRUCE PINE 119 SOUTH W/0=0.36(9.5$.) -MIN. 1/?COX PLYWOOD(1986.AAA) 2.ANCHORS TO HOLLOW CERJNG SHALL.BE AS PER MOUNTING TYPE U.SHEET 17 MO SHAL1.CONSIST OF LAG SCREWS AS PER NOS 2075 SPECIFICATIONS. 4.ANCHORS SHALL SE INSTALLED FOLLOWING ALL.OF.THE RECOMMENDATIONS AND SPECIFICATIONS OF THE. ANCHOR'S MANUFACTURER _ . M'"""*�. FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone) F ,' Ek4T-ty..L +4,/�•aa 62017 RLTECO,INC. (02017 EASTERN METAL SUPPLY. INC. ot L.tu N$ .,.41 ANS. BERTHA HVTM • .�.. % h S.A. ccordion Shutter System 11 l d) N C. \ ■ ■ ■ H.V.BLADE#1 w/CR w/o ay.WINDOW RADE ' American Shutter Systems '�,d .r, 6 i' ._ MUT TESTING-& ENGINEERING COMPANY REv,Nn DESCRIPTION DATE ORATt BV: LC_ T y 03.45 N.W.3697 SH Ste.30'5.YFCIVN CAROMS.FLORIDA]}186 Association„ Inc. I OLD 15-065 07/27/17 DATE 07/27/17 `7. '�,°(t p, •k4ya. R Phone:(365)877-1530.r7X:(305)871-1531 4268 Westroads Drive 2 DRAWING No s ' MlU •4t:(��C,0; a-m'I:6ternOaa.com West Palm Beach, FL 33407 3 17-107 -`VO AL.EN,, ,,t.."{ WALTEB3-0008719 00DUST 0 7Or.P.E. 4 rA' FLORIDA Us./44767 5 SHEET P.E. SE/LIStel4A'IURE/DATE s _ 15 OF 20 - • INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & @ HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH -HV BLADE(j')ONLY SHALL '"ALL FINISH BE LIMITED TO 105.0 psf• A S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN Sc. ,,I /I _i/4"P TAPCOtt GR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE ®!J& ® WORKING IN UNISON ! `'• �""� TAPCON WITH ADVANCED iI - �,;.•^-�, ( FHREADFOR/A TECHNOLOGY I/-"---- V f r` , t 1/e0 TAPCON OR -- t W I 1/2"Min. PENETRATION t� -;t /r'--'TAPCON M.'.ITFi.ADVANCED 7HREAOF RE TECHNOLOGY --r--- O THREADED AREA TO I / 4 W/ t 1/2"M;n.PENETRATION OF THREADED AREA TO EXISTING 1 ��-�T• /'\ (1 # EXISTING WOOD HEADER. / ..f._ r 1 WOOD HEADER.(SEE SCHEDULE ON SHEET 15) ( jptggs SEPARATION 't! --(DOR , ( 1' ) n iv (SEE SCHEDULE 011 SHEET 15) i. t i �,,, 1/4"P-20x1/4"S.S.MACHINE I SCHEDULE ON SHEET ! 1 �• !/ 1 E,. :r i 1 , 1\0•)$ r SC.,,REWS W/t J4'-20 NUTS l� ' t �� /^y tB 71'EDU MAGE Af.��.. 1 '� /•••'(1 LI tlR 17 q! !, ! 12"O.C. al 11E5s-rtric 19 FOR I I 3 i,/ I 1 ( //J v' l �� I! J/(- 1'Min.-,i % 1 r ,{ �� } ( 1 p-+.E E%ismc i MACES 0&0r E I li GLASS-...i , 1 ��. I "� i • G 1' 11 d$ i t 9 >hIi) 1 t z ni V t . \ � WALL 1 -1i.--, r l T w i �. 0!� j , I t r' '_a C:J 1 '^. FINISH /y�j�,i - t ! 1� `!r` 'I t I .1�1 I / N I r "I I "--r_.� �/-' r „. `5. 4 II«Ρt r I z3 tt -( I�I,..�I;� _JJf 111 i ' ��lvy III li-OPnoNAI 4V1 i l i !. 11 ,r-^f 16 I: WALL I c' 3 `•-^Y S'^^�" EXISTING MIN. j ,..fa""'.-FINISH I ( - �Y}� \-0 MG i 2 z4"WC-00 i 1 OR i ♦ --�:" f EXISTING MIN. i �,i ,,,,�' !I '� . d HEADER REQUIRED 1 (I a 2"x4`WOOD i 1 t I \ 7' i 1 IPO TAPCON OR TAPCON WITH ADVANCED 9 HEADER'REQUIRED i� I I It •1, 5 THREADFORM TECHNOLOGY W/1 7/2' EXISTING i ro AS( I• 1 1 i I i '.I I .i 1t I ,. 1 it ttt 11 + ^t EXISTING PENETRATION HEADER. THREADEAREA TO GLASS-; ; MIN.SEPARATION TO GLASS i pi 15 SHEET '1 FON STADE EXISTING (SEE SCHEDULE ON SHEET 11) ' I III f ] 1( - (SEE SCHEDULE ON SHEET 15) i ON SHEET 13 FOR GLASS 1 t 1. I I.»..1_ 1 �_.- -.. •..( -2"x4'CONT.SILL ( TT.A S @&fig I I 1 , - '1 PLATE RE O. ®HV WALL HEADER INSTALLATIONO®HV WALL SiLL INSTALLATION 0 HV WALL HEADER INSTALLATION T— 1 11' I EXISTING -- I T •LIN, SEPARATION TO GLASS f �� MIN.SEPARATION TO GLASS S' T CLASS—' ,I t I I i EXISTING i (SEE SCHEDULE ON SHEET 11) I 0T (SEE SCHEDULE ON SHEET 11) A Q CLASS—, MIN.SEPARATION FO CLASS !I '1- T _ EX75TING (;i 2'x4'CONl.- 1 x CU55—i 1 1. W000 PLATE (SEE SCHEDULE ON.SHEET 11) 1 ---- j _ 7 p ,. ! I I, . 1/411-20x1/4'as ti REO'0. I I.J I `�-,1/4"P-2Cx1/4"S.S. 7 1 MACHME SGRF.YlS tl i r ��' .. ,MACHINE`SCREWS W ( ji, 1 USING t/4"-20 NUTS 111. I t / i =.;r,,, -, WALL i• , ti '� r :I f1/4"-20"-20 NUTS a i2" • I �.•�; " T iFINISH I-' ( i '" I { I( �)1.. 1 1 "'�"-- .�, - 1 ! 1 1./ .``'� I --a ORO '� � ,,/, P 7 110R 1$ L \-''''-',,(-�� Iltilli 1:1u� I �� {� I . I,.p 1 L'lOR it �^ p1 t/ '`v —"a OR .�.. .,.: 2"x4'CONT t V i t A 1 1, n 1 j 1 4 .731111 ""E • S { I W000 PLATE 0-t t 17 I'1 i t i 1 REVD. I i i, 1 v t t"Nin. ,•y / .-,"/ \ i \ I.ht. - *� \� 1 '«•., I L t - 4 k! 1/4'0 TAPCON OR TAPCON W7TH ADVANCED 1 1 , \ 1 P "i2 1 i i\ i \, , l • 1 ��j1 4 til T1-, - TMREADFTRA TECHNOLOGY 1Y/1 I/O' L 1 I+ ll, f �. lit III t 1 '„ `SILL COM I I Min, PENETRATION OF THREADED AREA TO 1/" ! tti l\,'''\, I ti"i 1/4"o TAPCON OR TAPCON WITH ADVANCED X11 t 1 Ii 1/. ,SILL PLATE Hi i EXISTING WOOD HEADER. 1' V�t- i t\� I t THREADFORM TECHNOLOGY W/1/2' — ,L.�..,., .4i ,...2` 5/4"0 TAPCON OR NOTE: r I ',IREOD i I•\ (SEE SCHEDULE ON SHEET 15) 1 S '+,^� ) TAPCON WRH ADVANCED 1-SEE SHEET 4 FOR TYPICAL I jti Min.PENETRATION OF THREADED AREA INTO PLYWOOD 1 2 MIN.CD \ THREADFORM TECHNOLOGY SHI/1TER ASSEMBLY. 1 t,1 11 1� i', i_„_„{ WALL FINISH • .1_},`I it I - (SEE SCHEDULE ON SHEET 15) EXVTING MW 2'x4” '•, PLYWOOD CCD REO'O , W/ 7/2'.Fut.PENETRAS1TN OF 2-MOUNTING SECTIONS CAN BE t 1/2'MIN.CD%PLYWOOD REO'D. SDs rd 16'O.C.MAX.SE-- WALL FINI-cF{._,_.� THREADED AREA INTO PLYWOOD COMBINED.S ANY WAY TO REVD.PLYWOOD 70 8E (SEE SCHEDULE ON SHEET t5) SUIT ANY INSTALLATION. R�}' }IV WALL SILL INSTALLATION EX15T/O Ill 2"x4"STUDS C i6'O.C.MAX.REO'D. ATTACHED TO STUDS II. PLYWOOD TO BE.ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH --- - ------- WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE CI HV WALL SILL-INSTALLATION •SEE-u ATIC115 OF USE OF ' ' - _..— -- P HV WALL SILL INSTALLATION F.B:c. BLADE a ON SHEET 13 a „.0.10//.0..,, FLORIDA BUILDING GORE(Non High Velocity Hurricane Zone) ,ti00%••St A. r/f�2S 020,7 TILTECO,INC. Q 2017 EASTERN METAL.SUPPLY,INC. ,t :\NcCivS.,f d BERTHA HVT1A. a•.�. E ' A :ACcor(tiOn Shutter System *: •• .-- ; 1.3 1{t,.1 1E160 c.► inc. ` H.V. MADE 6i W/OR W/o HM W NCChof BLADE fr� Tlllli TESTING & ENGINEERING COMPANY American Shutter Systems pm Nn pESIXryp10H DATE DRAWN BY: L.C. �!�� OIL ,'7y” •' ASBoclatlon, Inc. I 1 OLo 15-085 07/27/17 DATE:. 07/27177 VIL 8355 N.W.36N..Sl Ste.305.Wg}1¢4 GARDENS,11GRAA 33165 GA..% ,Q. i Phone:(305)871 1530.Fax:(305)671-I631 4268 Westroade Drive z DRAWING No inn. 501110i+.:' ii Att a-m I.tiWnoOnnLCOm West Palm Beach, FL 33407 3 .+CiAl, ........• , tt EB-00067t0 17-107 /� �1 !tt WALTER A MLA 44 P.E. + � EI DATE FLORIDA Le'9 44167 s SHEET P•E• 6 _ 16 OF 20. • INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR Q HV & g NV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BU DE 0 ONLY SHALL BE LIMITED TO 105.0 _pf. A.S.D. DESIGN PRESSURE ATING. SEE SHEET 19 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE &. WORKING_ IN UNISON _ _ t/4%TAPCON OR - - ED EO 2'-MIN. �: —1 L TAPCON WITH ADVANCED 4•x6'DEAN REQUIRE .T.-.PJ,r I C' STRUCTURAL.DEAN ADEQUACY EO• /J r ___,_. ____,_,,_E DGE(IF APPLICABLE) '1. �. ,I THREADFORM TECHNOLOGY J %; - -- ttt I •�_ I W/ 1 1 2 Min.PENETRATION FCOSTING '/ J I % �- I / 1/9'0-20x3/4•S.S. OF f3rtSDNG WOOD BEAM c OF THREADED AREA TO PHILLIPS TRUSS HEAD TO _ 1 J 1' RE CERTIFIED BY , ! _ — ---'1:_.. _—_—,.__..._._ i� I : 1 /r' 1, EXISTING WOOSE ON sift. MACHINE1/4 SCREWS . _, - - _ i-TRUSExaSES Woo„ �\ n rlAfi, REGISTERED ENGINEER OR•,-, __— ti(SEE SCHEDULE ON SHEET 15) W/ 1/4'-20 NUTS ARCHITECT PRIOR TO EO=-'--EO r --_ TRUSSES OR I EQ I U © 12'O.C. SHUTTER INSTALLATION. //r I � l/2•-�- -1/2- NO.1/CT'REQUIRED ( I,' �j i — • �' ,� , m. , TAPCON WITH ADVANCED / 0,- I/ EXISTING SOFFIT i' • z ( I f:'';" .257 TIiREADFORM TECHNOLOGY // �,. 1,%: Max.THK. / "a, T I'T!- �� MCI. W/ 1 ,/2•Min.PENETRATON 14x3 4' - __ /6'CONI,ALUM.TUBE • z OF 1HRHIDFA AREA TO . E0 0, s / -EO 'EQ- ,1'as•xit/ I \;1� $•I •t'i�_OP710NALn° COSTING WOOD HEADER. �• S.Ms. I (6U6J-T6 ALIOY)W'/I 1 r-y...J I /. 0 6'O.C. I r�i (J)S/16'0lAGSCREWS70 I;� I, (SEE SCHEDULE ON SHEET IS) ii 11 Or 13 Or 15 EACHTROR TRUSS.i ( :` , y I 1•--�I -1) Or 1°J OE 1$ 1 ` ••,_ LOCATE LAD SCREWS AT J��.; I 1G I�..� MONTEITH OF EXISTING WOOD I .1. a..-t— A I .-I MEMBER, (2'Min.NOMINAL _FJTISTNc MIN 2'xa' Q �� I 1 _EXISTING--f FIEAOER REO'D 1 �� -� OPEN HOLE AT EACH r; YnDD+)W/2"Alin: GLASS IL^ IAN, SEPARATION TO GLASS _11, 1 II EXISTING 1 STUD TO ACCEPT IILS,I I PENETRATION OF IHHEADED 1 (SEE SCHEDULE ON SHEET 11)- ( GLASS I 5/16•c LAG' SCREW tI" x AREA.VAUD FOR I Al CENTER OF TUBE. LFtf'j{U''' lilIN INSTALLATIONS WITH 72p:T I. — ( f 1 I wv,sraa roN I i o lsrwc wa.as.„.DESIGNLOAD ANT S HV WALL HEADER INSTALLATION I TO I I0QI55 cS ll 1 GLASS---, IS ""• NSTN INSTALLATION 5 ONLY1 VALID soeEll a,so-a7 snmxE w Sari I I1 IS ET II FAIN I FOR WOOD Y//MIN. SPECIFIC I a1WMI9INR , Cl0OR I inErneveOgeI cm SHEET to KRGRAVITY OF 0.50 DOUGLAS II--SSEE SHEET • 4 FOO TOP1Ul SHUTTER ASSEMBLY I fiA06mLI(I) 1 I ams50.jy9 , I I /. I 10 OR & OR Q AS SOUTHERN PINE No.1. 2-uoUNRNO SECTIONS CAN RE COMBINED T HV CEILING INSTALLATION 1 IN ANY WAY TO SUM ANY INSTALLATION. —� C��-IV CEILING INSTALLATION MN grauxr r ( I r • I • L ---- III lr I !. to taw%(se.E 1,-,I _I OR ® MIN. F 11I UE 01 SHEET I( I-! SEPARATION (__— MIN:SEPARATION TO GLASS , EXISTING - II F71R BADE CIAO _.-I TO GLASS _ 1 (SEE SCHEDULE 011 SHEET 11) r 4 GLASS a"SKr 19 Ern I 'I Q 1' � LiAL6dQ I, (SEE SCHEDULE RJ7 • CLASS_-( 3 IEXISTINGI'lfy��jl �-/ 1 , \ ON SHEET IT) E 1� r'j.^ i ANCF OR I( - (� YIALL i{' 11' I I LOCATION _ \- II -. #10x3 EXISTING I I +i- II Fwls I I I%�:J 3/6' . WASHER a'HEX AD GLASS--i �* !I 1 I r-r ®� 7 3/8.1-1a7-"-'7,..—WgSH R HF1JJ-TEK DECK REQUIRES 13 OR VW MW.WOOD ` `. . SCREWS+9 12'o.c I (NU FINISH •,I DECK REQUIRED(NO �__ w ••_ P1.LOYJED ) a .,� .. �'I{t + _ FINISH ALLOWED)t____-------" `� '.._-_-_--.__.--j-____--' `� .-E500 — '` �� W l�tltT t�ltti-� EDGE OF DECK'---J--:-----4-- . 1 1-----�`y/ Or �� _ -- EDGE OF DECK IF t3 I •�- III -� IF APPLICABLE !,_��-1T. .U-� APaUCABLE '• —'�_ _ . ____ IF APPUCAB-E ..} I ;!IS \ , 1/4'0-20x3/4'S.S. ---- K �1._ 11 I I I 1/4.0 TAPCON OR 1• \_MAILIPS TRUSS HEAD --------2w-MIN. , L-----7----- 0 ___ - .-.__.. � I.I I' i I' TAPCON WITH ADVANCED M'n' MACHINE SCREWS "" '." 1/4'0 TAPCON OR TAPCON WITH ADVANCED I 11,, 2'x4'COAL. 0:: THREADFORM TECHNOLOGY W/ 1/4--20 NUTS I THREAOFOPM TECHNOLOGY W/ I 1/2•Min. 2'MIN:---I I ',SILL PLATE ° l - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM^ .--.-2^MIN, 1 '1 REV!). i, OF 1 1/2•Min.PENETRATION p 72'O.C. TECHNOLOGY W/ 1 1/2•Min:PENETRATION OF THREADED AREA PENETRATION OF WOODED I OF iMREA610 AREA TO AREA TO EXISTING WOO)HEADER.(SEE I L' II „,_,,II 0, II 15,-_ —COSTING WOOD HEADER. AREA TO COSTING WOOD.HEADER. (SEE SCHEDULE ON SHEET 1,',) SCHEDULE ON SHEET 15)• (SEE SCHEDULE ON SHEET 15) uM s OF USE FOR ®HV WALK—OVER--INSTALLATION _.. -- - - OV HV WALL SILL INSTALLATION B0Ll Uftfi, .27K'i,.9 CI)HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; `dal ¢4A."•"•••••-S/,,L 52017 TILTECO,INC. W2017 EASTERN METAL SUPPLY, INC. r>,% IUcE'�s.:.,• BERTHA HVTM y I I L LE C OINC. A■S■S.Iy■ &ADEAccordion Shutter System y�/�� Kv �fl.w/DR w/o wv..1NNDDI+JEaADE e�%j'q * TILLIT TESTING & ENGINEERING COMPANY AmsHCan Shutter Systems REV,No OCsc5IPRON DATE DRAWN BY: Lt. ©,q: F ,� 6355 NW 3tM.sl. .te.305,vueolue GARDENS,rLORM 33106 Association, Inc. I OW 15-085 07/27/17 DATE 07/27/17 <<O(�!�}P•,•',` LLQ Phone:(300E171-1530 ,rax x,((05)671-1531 4West 68PalWe troodsFDriveL 2 DRAWING No ..---- '9/0't`AL 04 o.'' - e T oi oorn Ea-0006719 4 ' 17-107 WALTER A TRUE Jr.P.E. _ P.E. SEAL/SIGhLATURE/DATE FLORIDA Lx. 44167 — 6 - SHEET 17 OF 20 END INSTALLATIONS 0 HV BLADE OR 0 WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS r..-TOM WOOD STUDS REVD 2.4.*hoc WOCO 2tE4'•4144. tiNt.ellallaniallein 1 mom 0060 DsIoMI TcoeUe?cSnu.E.m,I1Wat(M-sOmW-rou,\s-uN,;l4:,oSft:i1t5e41!:.. ttead\'/1NS2,m:-7N 1T5vg7..,...-0/1Q/,P\'1fr1-t-,',t•t-_-- _7• :n,i,T..I01.. TERtST-T6)czaka.r1.„.„a.9I.41.*11Sace,ie",.-' .• Ni.'4,w"'".-,• rtir.'.e',".•t,'.. .--pats',um-l-,l,,e„T,IO - - 1'- 7 ve:11.7:.1.111.wi 1.\z5 1 511/‘ •‘ 111M-N -,I/4•ThCON 2.11.115 (A4106004.411)E) T - ° :6fC. 11"aliMn 7E.n.A..0.S.0._e.0I,FIN4FSGTI .XMG. h : . t 1/ mam - 1 / ExStoMS \umiMrat 2053= PLYA000, j 12n2tZ :tiO4,e0umu ovwer V2* °'° °'°°°ATL0SASIV.SS 50ES,)0 4 606 /tehrK I VWIsgrTem ua ,416 1/2 ° 1 I)14 , II MR ELAM Mph cot set'to OM . ch sear no RH - Os nose 12 TER BATES 014(9 i Fume CO n(9 WOOL , CUM(LOCATE I/O Il i ...cee<a i Eules(he eT i I I-T7Jr wok AT EITHER ME 01/I t. t MESH i ....1 1 111, i I DEO) t. I ousE,-op r hoc IS21 LI ..'• st #10.1/2.SeS. 1 r,„_______,-, t..„........„,,,„yt......„. ...v.# _ , 0t6 OC. troll s” 4., ..,- loote-to Atto0 At 10010,00 .." rfik. i •, -- --.7.• Gl-/ jrif 1 apr1/2.Ws. g II , 1 OR(g• 11"". 1 .....•.•(,) i th oR cir , : SEE OMR X Et. Om Oh : SME CONMCII4X+ I OR(41,* t To thAces SET OEM x FoR 4 SEE MINN x FOR ME CONNECtion 111.0.0D'ORTI)40,0:/// scE CONwtencm 01 100041$ a-a-o•op-t-g•a. To TRACKS (1.0*@*1;R.Ot.'ere- 0-e«o-(4-e-cl, a-a-e•a-e•o- tooa-&o•a- 0-®•0-0•o-a- (a•a-a•a-ct•e- M-o•a-&•®•ta- a-a-1'3.64D-C4,••• 43'gm0•0.0•0. ®,• •(34.)-0.)••0- 43-4343.e•••,.®••43••• O•@.I@-(3434 43•43-0*43-41.3.a- o-43-ct•a-&a o•a-0-0-11.-q•g o•a-a•e-O•la END CONNECTION DETAIL,® END CONNECTION DETAIL,* END CONNECTION DETAIL® END CONNECTION DETAIL tgli Mom I 0 REWIRED UM MR SEAM CREAM him Tr-Er I /*CUSS 2 xt.,utts .: ..T.0.010 VAN.Tooti,ANOMIts\f lotrutr s.u.S. --j1 f 000 tn. O, 411406.64006.51:1OPASCItm im.......) 1 E' rxmle40 GLASS-. \ FETIMA000 0 12-O.C. IVIEIRATIOR 0 tr oz. 1/2"hoc MEDIAE Ete SHEET ,a. 4 . SEE LIMITATIONS OF USE FOR tee orAnAnot REEIVIIMEWR ZWEINIENINIgt, no •II FM COMORO ....,. . • Gum 0.,0 ht SHIM 19 , To GrAM ME . I 01 1 5157 19 FM ''''I".41c,132.11,07:W1p4rOi ISMIll rg ,? EtAcc 0. i 1 te/DES(Dh t --tt-..----- 2 ..,,...T- il" gi"--•"--" MEM. 9-—:--''' - t ®OR 16TAiri *-5 ooft ta,t- !. ' ir 6 0,00.0 c• , Mal 'el..444,.,..i.*•Fs-:43..0... .eig: ,•14. 0,-..g1 NOIoRG og(3 VIEW Y \\.-tem.11,153i rse UV.WOOD wALL 4.0.0.0.®.(4.0. .23"6.C.Pe../.0. ..e-WI 0.0•a-e•T•cgt- CD•Ci)-(2.0.0.fe...®-Cs....13-13,...61.0 ®- -4 DETAIL X END CONNECTION DETAIL 0 END CONNECTION DETAIL 001,101114,,,,, ' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 0 A- l ''-, 0 Atx\- ..........q,,,,,,-,... ,.„ .... .. , 82017 TILTECO.INC. ©2017 EASTERN METAL SUPPLY. INC. 1 44 / C'Efil '.,„..'"F‘ . BERTHA HVTM . . • Accordion Shutter System*,f • *. 'i, / liLIECOINc. \ A.S.S.A . III H.V. BLADE#1 W/OR W/0 RV. WIliDOW RAGE 't. '0 •* TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REY.No DESCRIPTION DATE DRAWN OY: LC i . 11,1„..... Jr . 635444.14.Me,St.,Sle.305„WISTNIA CAROMS.ROMA 331E6 Association, Inc. . I OLO 15-085 07/27/17 DATE: 07/27/17 -.‘p". 171i1T51.744.. ff' Phone:(305)871-1530.Fox 1(305)871-1331 4268 Westrocas 0tive 2 m 4- o3.gleco0.1.corn West Palm Beech, FL 33407 3 DRAWING No, ....., 411 .......... .,,,„.„::: .., EB-0006719 7 -----:._°A1ALEW..'" WALTER A.Pan Jr.P.C. 4 17-10 . . 11, 15.1.044.f 44187 5 SHEET 20 P.E. SEAL/S1GNATURE/DATE 0 18 Of • . • ---(13)404}4&40 • NERAL_LIMITATIONS AND CONDITIONS OF USE FOR BERTHA 0> ©I ,ya, (11111 MAW ACCORDION SHUTTER WOKING IN 0> ,J.L. @J --7 r.:\. /�, r;'1� !"� UNISON WITH HV WINDOW SLAM �Y lJ' r/I �y �j I.MAX.P.5.0.DESIGN PRESSURE RATING:+110,- 110 p.e.1. .._ ........... - - - 2.MNL SHUTTER SPAN:.96' 3.ALLOWED MOUNTINGS:A D.G&HON SHEETS 6,7;AS WELL AS MOUNTINGS Al,0,T,U&W ON SHEETS 16&17. 1 ONLY CEMERMATES 21 BOTH W/ t(�1 OR 2L )ARE AILOWEO W9TH�2t1 3 _ __ INA SUN OR OPPD31H0 LR(OUT.IN CASE OF OPPO•SIiVG O°"�'a n / gag YOUT. 5 MUST BE INCLUDED ONLY AT EXTEIROR ACCESS SIDE OF �J �t�, �f2 J1 rlT CF7/rER4A TT'P6 END ii — 0 0 3 3 rA Ay 1 / ! 1 3i 0, 0 U, 0 3 5.(A)HV WINDOW BLADE 1©SHILL ONLY ALLOW A MAXIMUM OF 5 OPENINGS •�Uty1 .1VayL 11tL 4311 4iLl (re HOLES)FOR©.PEA BLADE AT SPACINGS SHOWN ON SHEET 4. Q.1 - 000 J /� �•i ..}}�� r� (B)MIN.CLEARANCE TROIA TDP OR BOTTOM EDGE OF HV WINDOW BLADE 13. �\ .14L F } / 1 ( ) OF AM 3'o MOLE FOR©SHALL BE 12'. MAX.S YrRIDOWS \ VL �lY l3 ' ' l�l•.G/ 11aFL ALLOWED AT HV 'M y, 0 , WINDOW BLADE 0 (C)FIRST OR LAX BLADE COWNG OUT FROM STARTERS AT ENDS MAY BE YR/ 0 �\ 0 0 00 i (0,YANNV BLADE N (°y I a (D) U HOUTWINDOWS BLADE MUST BE USED ALTERNATE TO A SCUD IN BLADED '..4 III 11ff YY!!�� THROUGHOUT SHUTTER'S WIDTH. ' /scup 9 ��/(f�i��' 7{��pyo '//�J'i��( ,,t/A�i�L+ iL; COO �'frA 4 ate/, (`��j (E)C MATES SHALL ALWAYS BE INSTALLED ADJACENT 10 A SOLID HV '�lY `i VY V,Y `l'Y �1.(/ Aa 4 *vg. �' VL �1.F' 3L '3L' BIAOE 1 AT'EITHER SIDE OF MEM. 3„A`5 (F)POLYCARBONATE WV /�+-,+;1�SHALL BE INSTALLED SO TABS FACE.. SEE ENO S 99 (F) INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW NUSi BE S ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA. 1 \ 0 Q 0 0 0 (anJ DETAILS ON SHEETS ,� � 8� # 1L 'TLA INC. 10 k 18 TLP. ESa. FULL HEIGHT.'-” \ 66g5� 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME O \ _ E 111 BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES g, TYP TYP LLL �, YA tig 4 1 &2 ABOVE). ,,9,.A - 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED _I '' p W Y CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS UNITED BY III SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). ., .. L --� _ _ _ B.MINIMUM SEPARATION TO GLASS SCHEDULE PER P5151 E-1986: QUIREMENTS) 0> j> R-. SFTPLPANh FDORTTROEM C> J‘T.;TQ.'0�0 ,I WINO ZONE MINIMUM SEPARATION TO GLASS UNLIMITED WIDTH -- 1 THRU 3 1• ELEVATION SEPARATCN TO GLASS 4 8:25' EXISTING GLASS-1 — -(SEE SCNFDUIE.ON srIEET 11 FOR BLADE CD _ IL .NADCPI TINS SLEET r0R 91AD6 CD a® —oci _—_5! —/ " ALTERNATE AND W/E OPPOSING OR (SEENNOTEATEABOVE). W/ RIOR ONLY). ^ o \`�"'`ES' ' � / / �, (Z 1fs' \ 1J TYP. SEA RI CENTERMAUE5 Cy)(2 / ` // / fa�L�iYl ; 1 W/ 1 O( SAND /// _ 1 ) W/o sLS(SEE-NOTE<APCOE) PLAN \�® ,r4 �/ TYPICAL (i) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE SHUTTER* ---- _. il. T •- _ FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone) .. 4e11t�t ..l�/}�/� ©2017 EASTERN METAL SUPPLY, INC. TT Q. ^ t/ 02017 RLTECO,INC. �$ v�Et4Sl�'•'':� BERTHA HT. `�- •- gr S S A Accordion Shutter System q • `' I:I.L'E C O INC,.I N C A ` ■ ■ ■ ■ H.V. BLADE jai W/OR W/0 H.V.WINDOW BLADE '''d t1 ar TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N . DESCRIPTION DATE DRAWN BY: I.E. Z�Q••,. c0 T1!,; 6359 NA.76IN SE.StA..1R:;AMNIA CASTOR FLORA.33166 Association, Inc. T OW t5-0L>5 07/27/17 DATE: 07/27/17 Z0RI plop.....' LL Phone I pO3)N71-Ism.Tor;pos)en-1531 4268 WOStrOOds Drive 3 DRAWING No _ moa:�iwca000c�om West Palm Beach, FL 33407 s SS/ONAL E*7� EB-0006719 17-1.07 rr• WALTER A.TILT Jr.P.E 4 FLORIDA Lie.1 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 , 19 OF 20 ^1 rin:1A5TM2A_a�THICK o -I n•�.—VAR,ES_i INSTALLATIONS- W/ 1 HV BLADE & HV CENTERMATES 27 12000 Mom._ Min.G-60 GALA.STEEL 4 2'M0" G63' a DM*LIETAL STUDS AT 16'PC. S y INTO METAL STUD WALLS X1,0 ✓?,1,,,,,51____-___J -.0 .._ _ 66 . W W•r.*13'„„„-„,7,75,7,7,:uc 1/2'Q 8 O.CL'ap ®75 38 "k Ems* GENERAL LIMIT TIONS AND CONDITIONS OF USE 3a ALUMINUM NOMINAL /�-_ 12 0 < A. SLEEVE '�- FOR BERTHA u1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY L7 3/4'x 6 1/4'x 0.035”THICK 03n. � :_ I� SYSTEM INSTALLATION TO METAL STUD WALLS CONT.CALV.STEEL TRACK CHANNEL ®6'0.C. 0 6-Q.G."• t ASTM A-653 GRADE 40 Min.G—fA iy''t 1 SEPARATION TO GLASS SCHEDULE to _ 3000" CL'VANTZED FASTENED TO STU05 I 1 M9x. w/(2)36x1/2-TEK SCREWS ON EXISTING FINISH e '} 1.§ r-,� z 1. MAX. A.S.D. DESIGN PRESSURE RATING: -i 75, - 75 (Pat} vIIIIII r IMIIrrrrururrmril INTERIOR&EXTERIOR rACE AS APPLICABLE I LLI[l'—(,1J `ant 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM SEPARATION • LENGTH+ 1' MIN.SEPARATION .u w ASTM E-1996 SEPARATION ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS EXISTING GLASS-4 TO GLASS '"h �7COt 4"0-20X3" -(SEE SCHEDULE) T, 4. ONLY ENTERMATE 27 W/ 24 HV LOCK ARE ALLOWED I TFiRU 3 f" / BOLT (TYP-) ;f — MUST PENETRATE 3c .T' WITH ZT ARRANGED A SYMMETRICAL LAYOUT. gill/ n USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4 1.373' 1 3/4'x s 1/4'x 0.025'THICK Min. EXISTING FINISH INCLUDED AT�XTERIOR OR INTERIOR ACCESS SIDE OF -j AS APPLICABLE I .250'— I-- 050' CONT.CALV.STEEL TRACK CHAN,TJ" CENTERMATE. o I 4, ASTM A-651 GRADE 40 Min.0-60 1 I r�_ GALVANIZED FASTENED TO STUDS /��., _ "T W/(2)36.1/2"TEK SCREWS(Al , �,ry- 4 r _ 1/4"0-20 THREADS 1`NTERIOR&EXTERIOR FACE 0 6"O.C. 0 6'Q.C. „. C:t 'D ` . Q1 a , ' >' I j.- C" ** BLADE SLACK DETAIL NW. IS ALSO VALID FOR I/4"10 ELCO CONSTRUCTION 1/2" CENTERMATE 21 APPLICATION WITH BLADE It� PRODUCTS FAB-LOK HD �W3-- r.i.c,,,,r,,,,,,r,, -1 12 DEMI.,I AZA-653 IA PRA40 W r •-2VAR18IES U a�.C. COMPONENTS •; ' Min.G-60 GALA.STEEL 1" ..,.-..$ ,( MWALL. HEADER/SILL INSTALLATION -EXISTING 06105 AS APPLICABLE SGAi:E:3/8"= T' METAL STUDS AT 16'Q.C. -41.. ...1 \y(Cix.TOP_&BOTTOMS) _E - F __-L I..^ ._!-—L r,--- -- ::1 1 3/4'x 6 1/4'x 0.435'DOCK Mtn. $ _ 77 7 T_ 1 WIT.GALA.SILEL TRACK CHANNEL,. ��[o eJ1:;q 61 IP, EXISTING GLASS _ j ei'- /CASTI.1 A-653 GRADE 40 Min.G-60 `- I `. J GALVANIZED FASTENED TO STUDS + N M S MMETRYCAI I ,SYMMETRYCAL I MIN. SEPARA110N VARIES I; I IN/TE oR&NEIRERIOR FncEEWS QN �� ! CENTERMATES W/ I "CENTERMATES W/ r. TO GLASS z' i (SEE SCHEDULE) Max. ,t .,•. -_ ;:,EXTERIOR ACCESS SIDE . .• .. ._ 1,-.:::INTERIOR ACCESS SIDE.'Y I 1 I 4 ,ii, . . _^- - r� -�'-_ '7---'----------- (b"Min.} --"--IN `t.... _-_'-__----- L., , ,......... .... -�' - __—' _____,�___ -------i�^--^- -'--`----^- �r! '!F -- --'Bei`^J Ii___________------ ,,,,,, AL, et 42 //c _.,,..,._._......,.... /c3, 21 21. `iii �= hI9 HVHEAR/SIENDSI{�} .. ...* ----._ I - VIEW Y Wil ` 3 1/4-(ryp.)- re ts'Min.} � 24 I ��: SIDE_GONNECTION TO TRACK - 5 1/2' (Typ.}-- • .- 7" _. -6.1/2'MAYE SLACK *tl.__-- (cart.) - HVA HVB BLADE SLACK DETAIL HVF }IVC 1 -yT FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone, ,'1Ae. ,1J/A�"''`. 02017 T1LTECO•INC. 02017 EASTERN METAL SUPPLY. INC. e4+tQ��-,r... '»C 7v'6 BERTHA HVTM ? Y...„c Ns ..�'' c }� ®® Accordion Shutter System 1. I t s I1rr V INC. /"LR M S NA■ H.V.FILADE#1 N//al w/o H.v. WftXO'N BLADE // }x 'AC - TfLLIT TESTING k ENGINEERING COMPANY American Shutter Systems RN.Na DESCRIPTION DATE DRAWN BY: LG. STA.T�'JE. 9 6355 tint.161,.se..Ste.305.'AROMA caroms.FLORDA aat6(' Association, Inc. T OLD 15-085 47(27(17 GATE: 07/27/17 .7 T. �l Phan:(105)871-1530.Fox t(305)871-1531 4268 Westroads Drive 2 DRAWING No �• AZ tV-•/.L a—m a:mt....0.m West Palm Beach, FL 33407 1 .L .1 07 0''''' ORM! .4},t cEB-0006719 t i 7-1 �q� y� `V WALTER A.HILT Jr.P.E. P.E. SEERLf ATt7 E,)DATE FLORIDA tic.3 44167 5 • SHEET. 6 20 OF 20