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HomeMy WebLinkAboutProduct Approval BCIS Home Log In User Registration i Hot Topic j Submit Surcharge Stats&Facts Publications { FBC Staff BCIS Site Map Links search Or _ =g Product Approval �j�=1 �"��USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail 3; a L isFL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative 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 Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. lJ Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. D AWlNG_17-10. F( _RTIFICATION OFF INDEPENDENCE(1)-PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By GENERAL NOTES: I. BERTHA H,V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES, DESIGN WIND LOOS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER To VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES CU& dA BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEEP 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS jiQj,USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.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 SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE &WINDOW DETAIL -HV BLADE Q 10214.01-03,10715.01-03,11004.01-05,11214.01-05,10317.02-06,10609.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE(j)AND HV WINDOW BLADE AND E-1996 STANDARDS(MISSILE LEVEL 0,WIND ZONES 1, 2&3)& 11220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (HERE APPLICABLE) -HV WINDOW BLADE Q 10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND 1 0725.01-66 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2,HV BLADE Cji AND HV WINDOW BLADE ¢a ARE ENGINEERED TO WORK 1N UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3,BERTHA H.V,ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2.75'AND 114x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS MV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 k..TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED 13YAPPROVED CENTERMATE ALTERNATING DETAILS NV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON TH€IR HEAD. 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6. CONCRETE/BLACK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEEP 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi 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 AST 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADED: 12.13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE Q&m WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 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 15'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: HV WII�Dfl 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK , BIRD „�ONLY 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 HV AND HD AREA 4: H WINDOW BLADE.n.DNLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12, BERTHA N.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 APPLIED 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 MOM THE P.E.D. ALT (h)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.•PROVIDED HE/SHE DOES NOT DEVIATE FROMDRAWING SH ONLY BE USED TO THE CONDITIONS DETAILED ON THUS DOCUMENT.CONSTRUCTION SAFETY AT SITE 7S THE CONTRACTOR'S RESPONSIBILITY. OBTAINPERMITS IN HE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED E14GINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALT.SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (o)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone 42017 TILTECO,INC. 42017 EASTERN METAL SUPPLY, INC. �jc�rrs ' 7,N � B RTHAH /�A S A TldAccordion Shutter System 07rLv, 131.ADE#) w/DR w/o rLv.wltA�o�BLARE c j American Shutter S stems ' gr ti TILLIT TESTING & ENGINEERING COMPANY Inc. REV.N DESCRIPTION N o2tt DATE-.BY: L7 "Ar A 268 W stio d c 1 OLD 15-aB5 1127/1: DATE: 07127!17 _ 4�vU 5V 8]53 n.W.34th.St„Ste JaS.N6.?SItB W1i0'JiS,FLORIDA 3]sb 4268 Westroads Drive 2 Phone:('305)671-1550.Fax:(305)871-1531 0 a-men:Uuae000l.com West Polm Beoch, FL 33447 3 DRAWING N}}oryry _ t�`�+ p \14A EB-0006719 4 17-107 S)aNAL�,\ ',11 WALTER A.TILL1T 4,P.E. �Y FLORIDA UA(f 44157 5 SHEET P.E. 56tfSIGNAY6RE/DATE I OF 20 �3'o TOR%V=N mt A ° VARIES T.9t 1 491' �� V P@js• O pOmH AI°[. Oa' 0454- D. , O 4 lir I �s59• 4.385• • t7f `.`t.r L 4.857' - 4.999* X r 7 ijy SQLlD GLAD£ 75 HV 9d•/18d STARTER 3�HY UNIVERSAL FLOATER QUALIFIED FOR USE 14/ COVERED UNDER ll5 PATENT 5458179 QUALIFIED FOR USE W/ HV SLADE(i) �d HV. DI ECj MOUNT HV BLADED to HV WINDOW BLADE6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE 9 ON SHEET 19 BLADE 6063-T6 ALLOY AND TEMPER 24• 6063-T6 ALLOY AND TEMPER 3226' .556` in (TYP.) 4 .994" 6 1.030" . .670" 226• a r} 1172 CI 842 $ • 4.897' I I �/ it n t'r� o2� m 5" 2.092• - .---. -----•-----• �U HV ADJ. ADAPTER W,[LIP � a -36" 1122o � 1.3 s o07z t 3.226 ° 7 QUALIFIED FOR USE W/ HV SHV WALK-OVER TRACK � 6�HY ADJ, FLOOR TRACK BLADE 1O QUALIFIED FOR USE W/ HV L"HV TRENCH TRICK •55• s.7 OOR TRA.K 6063-T6 ALLOY AND TEMPER BLADE(1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE OI ONLY. (1O HV RAINGUARD BLADE(t� 6063-T6 ALLOY ANO TEMPER OUAUFIED FOR USE Yt/ NV 6063-T6 ALLOY AT TEMPER wl VARIES m� t.936' BLADE 1� 1• 1.915" a VARIES 1.936' 6063-T6 ALLOY A 0 TEMPER tte.. a%� 1.9 1T 'fii pj m m .063' o OB3' o .093- a n 'm 'rn o x063' 063- � .100 li � .09�` � .125• i '1 T- - -i 67a 3' � 60" b I p3 870 1.686- I CZTA 670 3.529•{ I °? SID. 11 IAV CEILING HEADER 1L2 HV HEAD/ER/SILL (�} 13 J� CEILING HEADER S{LL 0 LIFIED FOR USE W/ HV BLADE�ONLY, QUALIFIEDo603�T6SAlL0Y NA D gEMPER""ONLY QUALIFIED FOR USE W/ HV BLADE(D 14 H1) WALL HEADER/SILL SEE SECTIONS FOR VALIDITY:- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE 4!j HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE i&ONLY. 6063-T6 ALLOY AND TEMPER T COMPONENT A D TI T2 X Y t MN.X MN.Y 1AN.t 2' 2' 0.125' 3' 3" 17 2" 5"MAX. 1/8' 1/8" I IO.C9a" II ' e ,16 2• 5.11AX.4D.192' 0.192" �_�_,_ SIDE ANGLES 20 CQQNER POSTS Zi ALUMINUM ANGLES ti 2.5' 7'MAX. 0,190• 0.190" Q ALiFIED FOR USE Wj HV E QUALIFIED FOR USE W/ HV BLADE(,91 QUALIFIED F0 USE W/ HV BLADE(D7 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 2' 5•MHC. 0.139- 0.131' 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER x1111"08 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone m 2017 EASTERN METAL SUPPLY, INC. it,,g\. 7/ 02017 TILTECO,INC. BERT^ HA H=1/ %'� _ T!A �\GENs� •,4.y 1"n'E C 4 A■�■ ■A■ Accordion Shutter System ° / H.V. BLADE#1 W/CR W/O H.V.WINDOW BLADE ^'• eJ /,r TILLIT TESTING k ENGINEERING COMPANY American Shutter •6JYStBmS Ly,N DESCRIPTION aAre DRAWN BY; L.C. $ / `!1'; ASSOCtattan, Inc. t OLD 15-085 7127!17 DATE: 07/27/17 Tf;TE Di 6355 N W.36th.St,S e.365 4R4V i GARDE IS,AOR DA 33t ' Phone:(305)871-1530,F°,:(305)871-1531 4268 14estr0ads Drive 2 DRAWING No % 4RIflQ, .y ��� °-mo a:tlReoom°o.ce West Palm Beach, FL 33407 3 1!_107 •+''......•••...•�T 11` WALTER A.�UT1Jr.P.E. 4 11,. FLORIDA Ua j 44167 5 SHEET P,E.3E t Frfi E/DATE 6 2 OF 20 +.660" .9 4,576" .745• 2.293' 0.t/' 1/4'-20 r-P:E GST 0}}4• FLIT HEAP /��y THREADED f HOUSING CNAV£L i/4'-20 . 3` .745' o I E . S.S.M.S. Q MED PArm O,a _ ( ys0 •O p (2 IYPJ THREADED {''WE CAST �I O / MOUSING ENIMEL f0�` o + ` m ti 318 _ BAKED PANTED : ._- "I ,� g Sa' •� h 0 I m1 h y!i GRESS TURN `fie T A62' - n ,X. m�"•1 m A I Krm& 'I Ll 325" o Q,0•Y e I I .358• ( _ 't &KE (CHROME YLINDER 'V CRASS CYLINDER a.2� 454'0o. n r a 3 KEYS(CHROME (CHROME aUTEO) O6, ) p n P . PLATED) 21 HV CENTERMAFE 22 HV FLOATING C�ERMAJ s y�, � 1.37s - = f BY LOCK + a HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE(D& to ONLY (_ a' h },023- „( .57"I QUALIFIED FOR USE Wt HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER MAIMED FOR USE Wj HV GLADE 1 & tA)ONLY R- BLADE 01 & �ONLY. BLADE 1O& (0 ONLY. 6063-T6 ALLOY AND TEMPER Y CO CE ER AT VLiFIED FOR USE Yl/ HV BLADEU1 ONLY -250.O.D. 518" ..2.074 6063-T6 ALLOY AND TEMPER PLASTIC HEAD O , ,x,516` t 75b' 2.1 MOLDED TO n 'm 4 Q45' -42 SCREW n ;` i 1 n p62t P I!{ • .8 5. a O -'360'AFTER RIVETING NOat* 1/4"�"'2G x .3f 4" OEFORE RMETINC S.S. THUMBSCREW 1/4"0-20 RIVNUT* L I n ml O *SERIES 9444 ALUM4NUM(2024-T3 ALLOY)LARGE MAIZE THM 27'0' SS ET NUTSERI.I ^ 0820.AS WUFACTURED 22` CH 7E%TOANPPARSART�PPENY.NEWJEPSLY 07054 BQRAVDEL LDUAt PLAN ^ FRONT ELEvanoN (E& HV MALE "T" LOCK CENJE� ATE 4.s6�. 27 OCKER FO$ "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE Q)ONLY HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK @0 IJV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER u QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 01 ONLY QUALIFIED FOR USE Wj HV BLADEMONLY W/HV BLADE0111ONLY. BLADE 1DONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' 1. 17 1.917' -15 " o � 3.761 T-----' aF oa 1i�4 I �IL. j�i1l'Q� mnMBTURN 663` L .214' c �, .063 ,062" •i �lc : 6 CYLINDER OR . 4.".2 t " KEY CYLINDER 114 L 21 ^v .545' �N I •n r 0 r 0.675'Min. 3) O CE T NO C G ROD 32 HD CENTERMATE Wf LOCKING ROD A � oO o ryi ' t .125'Max. OUALIFIED FOR USE W/ HV BLADEQ)& A QUALIFIED FOR USE W/ HV BLAOEO& 1A 6063-T6 ALLOY AND TEMPER #3 HD CENTERMATE'S INSERT .EDA- , 6063-T6 ALLOY AND TEMPER i; VARIES, 12'MIN. QUALIFIED FOR USE 1-41l/ HV BLADE& 01 o tj4.0-20 5.9.OA 3j8'a-tfi 1.130` 6063-T6 ALLOY AND TEMPER f - THUMOTURN ACETAL TIUMDSCRCNS. t1/2' CYLINDER (SEE OEiAIS) OR KEY t15• m ,j l 1.57 Mh. CYLIHOER •? '� tJI -_Jam'■�, 1.78'ttax. LOCKING ROPA a 1/4"a D LOCK 2 QUALIFIED FOR USE W/ HV BLADE 01) J HV 3/8"0-16 ACETAL (37 HV 1 f 4" 0-20 AISI 3014 BY REGENT HAROYlARE MORTISE LOCKS SERIES 2333 HOOK EOLT LOCK. .� 6063-T6 ALLOY AND TEMPER THUMBSCREWS zaERiES S.S„1 THUM SCS RAS QUALIFIED FOR USE W/ HV BLADE 10& 1A Q :�'IINSTALlAT10N WILL REQUIRE A 7/16` HALE QUALIFIED FOR USE W/ HV BLADE O ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR }' HV BLADE FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone C2017 11LIEC0,INC. @2017 EASTERN 1.1ETAL SUPPLY, INC. •`�cEN•'•-�••%;. '_'�' A.S.S■A■ BERTHA HVTM /71V E'C O SNC. Accordion Shutter System y H.V. BLADE#1 W/OR W/0 KV.WINDOW American Shutter Systems Ey pie DESCRIPTION DATE ORAVM BY: L.C. 7R'� •* TILLIT TESTING & ENGINEERING COMPANY -a: Ja55 N.w.36t".51.,Ste.305.wRCmTA cAJPENG,RGRJ>a 331s Association, Inc. i OLD 15-065 TJ27f1 DATE; 07j27/17 ^S' STi47E0F ? Pnona:(305)871-1530.Fav:(305)871-1531 4268 Wlestroads Drive 2 D�'••.F��Tp 4\\ a-man:6R-O.W.- West Palm Beach, FL 33407 S DRAWING No J1,ORID ,� 11 ES-0006719 17-107 '.-Ss,lp(� QQt ..vQ�iJ1E WALTER A.TILIlT Jr.P.E. 4 P.E. SEAL ..... RE'7DATE FLORIDA UC.;x4167 5 SHEET 6 3 OF 20 i SHUTTER ASSEMBLY SCHEDULEFOR 3/6,0 HV (D HV AR F 12^ CE 4 TO BLADE T p t62V' E 1A .1875' HV BLADE 1 Kwv N 01 BLADE .0625- x-x 0625 X62V HV BLADE 1A @_J BLADE'S tI875 Y HV LONG RECESSED NYLON BUSHING KNUCKLE .0625 3 (TYP) 1.0625" HV SHORT RECESSED NYLON BUSHING MT PORTION 11 R,7509,' 0 @OR M 40 KV NYLON HAT WASHER 3 50' 4 HV WHEEL CARRIAGE AISI 302-303 SERIES 4 —404 A- 2 7/8''AIN. HV WND01Y n4O 0 Y 1,1162 2)1� 9 3 5.- o.870"x3/16" THICK NYLON WHEEL. 43 ;Z F-7 LEAR 37S.' r. 5-0 SEPCARAT10N 3.7500" 0.188"0 AISI 302 SERIES S.S. RIVETS .0625' _0625' BLADE 5 3/4* HV 1 3/4" ACCORDION PIN W1 #8 HEAD * EXTERIORLI;t 4 OPENINGS grpm Y— @ ON W­1S HV 2 3/4ACCORDION PIN W1 #8 HEAD * 721/4- @ " CLEAR Cl POLYCARBONATE IMPACT RESISTANT SmIEEN TYPICAL HV WINDOW BLADE AND H�TNID�011 IS -POLYCARBONATE HV WINDOW DETAIL (AOR (9 11. 4 or REQUIREMENTS) EE"aTEAR@ EOUIRE E D OR POLY- CARBQLATE IMPACT RESISTANT MV WINDOW SAYER MA�<ROLON 3103 POLYCARBONIAT -STABILIZED SABIC MIN. RESINS, UV GRADE OR 1.2 CLEARA CC to BaTr�'j INNOVATIVE PLASTIC LEXAN 103 RESIN 14V PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR _44 (1)OR (SEE NOTE "I'" ON SHEET 19). HV L+v Ob 0 (1)'HV PIN Ig SHALL ALWAYS BE USED AT ALL EXTERIOR t BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV0 OR 3 I i POLYCARBONATE SOURCES FOR 44 EXTERIOR APPLICABLE RESULT HV (9 BLADE. "CAL SHUTTER ASSEMBLY J rMCAL PROPERFES STANMM -V I,- ova. REFOIDICE (2) HV PIN (9 MAY BE USED IN LIEU OF (9 AND ONLY AT OR BLADE'S KNUCKLE. BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV 1;0.324 (SEE NOTE "FOR SPEC=C�%rf 079] 0,013 ib/n'EXTERIOR (D ON0114G TO INSTAL "11", SHEET 7. BLADE WHEN CORRESP INSTALLATION REQUIREMENTS) Tumu Y=smullm AM Dess 9,400 p.&I, SAW w. FI.EXURA.S71RU-:TX AT NCLp AST.0790 III=P'" 13.400 P..J. (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER TFuxt,psl uooevs ASTTI 0790 310.000 P.ML 345.000 F_.J.IN SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, NOTCHED U00 am 0258 le t? SHEET @ i FmF WOK DETTSITY cm WU 02343 472 64.5 2 WHEEL CARRIAGE DETAIL A EMBLY LAYOUT PAM Or W01�-S ASN TIM c-,CLASS C-1 clem N.I.S. SELF ISI=N ASTI,01929 INO'F 980*F MIE671011 : AMU 0165 TENSLE SIRMTH AFTER%EATT4URK'. nHV BLADE SOLID & +(A HV WINDOW BLADE DETAILS TE149LE STRESS BEFORE.&AIIERITA; :"0 P..j. - I N.T.S. " N. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone R . ....... • 02017 PLIECO,INC. @2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM ASSA Accordion Shutter System n1L ECOimc. . , . KV. MADE#1 W/OR W/O RV.WINDOW BIADE American Shutter Systems REVm No DESCRIPTION DATE DRAWN BY. LC, :p COMPANY I OLD 15-085 ELjn2 GATE: 07/27/17 TILLJT TESTING & ENGINEERING 1. 11 1�1 6355 Sc.Ste.ZOS.MRMNIA GARDENS.FLOPZA 3316( Association, Inc. Phone 35 ,nam h.e (SOS)B71-1530.Fax:(305)871-1531 4268 Wostroods Drive 2 DRAWING No 3 West Palm Beech. FL33407 610NA "ALTER A. 11 EB-0006719 4 17-107 FLORIDA TLU4T Je,P.1E 5 SHEET "�ATURE/DATEE67 4 OF 20 E. SEAL/SIG 6 Q.0*xP5,.gIo,040x .6.0. *NOTES ON HV LOCKS-AND CENTERMATES; 1. MANDATORY CONDITION ft ONE HV LOCK(&or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN exfl, OR 12'ABOVE OR BR,W � T 6, 2 OF SHUTTER SPAN FOR SPANS UP TO 105%AND FOR INSTALI TIONS AT ANY ELEVATION. HV LOCK q5 or(Z� MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACKED OR Ir In nef I hnl I n I I r I I n I n IT CENTERMATES%'1/(2) 1/4-0-20 x 1/2" LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. OPTIONAL CONDITION fl;IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 1@6.@O� LOCKS q3 .25 OR 29 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES(23, ORSHALL BE AS INDICATED ON NOTE (1)ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3, oprnONAL CONDMON J2 (VAUD ONLY WHEN MANDATORY CONDITION#I OR LIMITED MMDATORY CONDITION USED WW0 H.V. LOCKS) LOCKING RODS�50 ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 5 rJ5000-vi B, mEUsffADESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MMMMRY CONDITION a- ONE HV LOCK 23P 0 S BE USED AT CORNER CENTERMATES FOR ANY SPAN SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, AND INSTALLATIONS AT ANY ELEVATION, HV LOCK 14, or V, ATTACHED TO Tq CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2 LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS C AT TOP& 80 OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. J, N/ 5. FIRST kXERNATE TO MANDATORY.CONDITION#I VALID ONLY FOR W LOCK A W/SYMMETRIC& EFS 48.2.2_:ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK qf or 2 SI: §FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK Cf� MAY 13E USED AS AN-INSIDE OR OUTSIDE LOCK,ATTACHMENT gla OF 1/4-0-NOx3/4'S.S.THUMBSCREW TO Cji OR g-CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4"ALUM. ir no- RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO t 1 'SUBS Ar 13 gid _V LOCKS AT 1/3 OF SHUTTER SPAN. 6 MANDATORY CONDITION 11 FOR KEYSTONE MQI%�t5�V� ONE KV LOCK 23 or @ or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN LOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96'.AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or 0 or @ MAY BE USED AS AN INSIDE OR U LiL— OUTSIDE LOCK' ATTACHED TO C or @ SYMMETRICAL CENTERMATES W1 (2) 1/4"-20 x 1/2* LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS CS W/:9 _j CONNECTION OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON SHEETS 10& is TYP. FULL *NOTESON HV "T" LOCKS AND CENTERMATES: HEIGHT, Lw OF CORNER 1. SECOND ALTERNATE TO MANDATORY CONDMON #I VAUD ONLY FOR W'r I OC6 b- AND CENTERMATES 66 AND CENTERMAJ L %0 ONE ALTERNATE HV "T'LOCK 'rp MAY BE INSTALLED IN LIEU OF W LOCKS 0 OR 24 FOR ANY SPAJ-4 AND .I S 10 f'3 ON AT ANY ELEVATION,ALTERNATE LOCK 0-MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER-4p, AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES CS AND-fjF W/ 1/4"0-20 x 1 1/2*LONG S3. THREADED SOLT W/7/8'0.3/32' @WINGNUT OR W1 1/4 -20x1'S.S.M.S. INTO A 1/4'Ox 5/8*RIVNUT.-LOCK MAY BE INSTALLED AT MIDSPAN'OR 12" 6 7 (1j)on n_7 @ MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS C_55�TOP AND BOTOM IS MANDATORY. is•@ CIS 7 MAR- 0 L C — C I�M 41A MSTE&1(1_1_011MZ�Q ONE ALTERNATE HD LOCK(:3) MAYBE USED IN UEU OF TYPICAL nl HV BLADE SHUTTER ELEVATION KV LOCKS' OR�L$FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK @)MAY BE USED AS AN INSIDE OR OUTSID5 LOCK.ATTACHMENT OF HD LOCK(14�1 TO g IS W/3#8.3/8'F.H.S.S.M.S.,AND INCLUDES N.I.S. REINFORCEMENT AS SHOWN ON SECTIONS HD9-HVB AND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE ANDSPAN.USE OF LOCKING RODS a�IS COMPLETELY OPTIONAL. fIffooll Ir.r. FEGRIDA BUILDI CODE(Non High Velocit=- ne Zone� y ERN METAL SUPPLY, INC. 2017 CAST .................. 02017 TILTECO,INC. N� �- BERTHA VTM \UIVS, Accordion Shutter System EVENEE:76 7N c� A.S.S.A. KV.R"#1 W/OR W/0 H.V. WINMIN RADE American Shutter Systems3EV.Ne DESCRIPTION DATE DRAWN BY: L.C. TILLIT TESTING & ENGINEERING COMPANY - 5355 N.W.36th.St,St..M.MkWMA CMCDM,FLOM.3316f Association, Inc. t OLD 15-085 DATE: 07/27/17 4268 Westroads Drive 2 DRAWING No Phone (305)871-1530.Fax:(305)871-1531 West Polm Becch, FL 33407 3 4 17-107 VN,.11t+L11 WALTER A.TILUT J,P.E. rLORCA Uo.1 441 67 5 SHEET P.E. S&:7SX06RE/DATE 6 5 OF 20 ONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED CONCRETE-. SHEET 13 REQUIRED 1/4"D-20x3/4"S.S. CONCRETE CONCRETE— ) CONCRETE ANCHORS MACHINE SCREWS CONCRE: - 7- (SEE SCHEDULE ON Y!/ 1/d"-20 CONCRETE ANCHORS �,! 17 18 RSAFEYSTONE(SEE UOUNTWG@)ON SHEET 7) I�� SHEET 13) NUTS 0 12"D.C. _ - (SEE SCHEDULE ON SHEET 13) i 1. I, 1" -- 12 DR14 Min. 1R4'0-20x3/4"ss. Mln. " EQ EO MACHINE SCREWS EO EO 7 r /• , r ,1,,,�)j- •-'-r__„__ USING 1/4'-20 NUTS I �/2" --- 19 d9 12"O.C. 250"Max. >� 13 oR 15 13 OR 15 E. D.• _ - '--- l' 250' • -I �E• s r' \ WIN 250"Max.� ii E -7 OPTIONAL i i i i 1 I L-OPTIONAL " i MIL StrARIMON TO WSW(SFE TAN,SEPARATION TO GLASS 1 F 17 F gu(DA}D T 1 OR t�a EK'ST'N0�(SEE SCHEDULE ON SHEET 11) EXISTING I ""Q I I ' MIN.SEPARATION TO GLASS ' t GLASS �— GLASS---iBASES I'(S£E SCHEDULE ON SHEET it) ' ' - EXISTING i ' GLASS--, _� Q HV WALL HEADER INSTALLATION HV WALL HEADERINSTALLI,�JON HV WALL HEADER INSTALLATION + KEYSTONE EXIrnvG , � } L11N.SEPARATION TO OLAS5 5�'-'•I 'AL�'w"naI 1 1 OR 1 I� I I EXISTING (SEE SCHEDULE ON SHEET 11) i } rl ,TO aAS(SEE I I I MIN,SEPARATION Ta CLA55 GLASS15FREE ON 1 I (5£E SCtiEDUtE ON SHEET i5) al am 14 FOR rh 'h i I RAOFS Qt&S ? EXISTING + ' ; ` OPTIOr1AL i + CLASS •{{l; ./' IiIitI ,I+)etI r I 0' E.D�.'r--- i l Ni r'i -__- MO..<.". f1/4"Moa. OPTIONAL 3OR5 LEOE. D. 1 Z OR 1 4 "---- 1/4"0-20 3/4"S.S. I Alin. `�,• _--- L LEO EQ— PHILLIPS TPU55 HEAD \\\ J TRUSS211xD M HI PSGRE%S OR t 6 MACHINE SOREWS USING } f j',/ \' CONCRETE ANCHORS t—"TRUSS HEAD MACHINE SCREIYS ` r SEE SCHEDULE ON / / CONCRETE ANCHORS ;'• 1" 1/4'-20 NUTS® 12"O.C. ( tY 1 4"-2D NUTS T9 12"O.C. POURED CONCRETE SHEET 13) (SEE SCHEDULE ON SHEET 13) r= /� Mtn. OR CONCRETE BLOCK POURED CONCRETE 'r REQUIRED OR CONCRETE BLOCK NCRETE ANCHORS WALL REQUIRED �V WALL SILL INSTALLATLO� (SEE SCHEDULE ON HV WALL SILL INSTALLATION OD POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED a HV WALL SILL INSTALLATION NGTF FOR FaTABINAT1aN aF sFanaNS: INSTALLATION JDETAILS W/ T-SEE SHEET d FOR TYPICAL SHUTTER rE.a. +EDGE DISTAtiCE i SEE LIMITATIONS OF USE FOR H V BLADE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BLADE to ON SHEET 19 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUN'ANY INSTALLATION. 0 JJJ sig X11 �1►a. 7(� '- FLORIDA 6UILDINO CODE Nan Nigh Velocity Hurricane Zone `'+ 02017 EASTERN METAL SUPPLY, INC. '>t\CENSSF '�� 02017 TILTECO,INC. BERTHA HVTM A. . Accordion Shutter System L C V 1 N C. N.V. BLADE#1 W/OR W/0 H.V.WINDOW BLADE S.S.A American Shutter Systems IEV.N DESCRIPTION DATE DRAwN BY: LC. •'wQ e`e TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 77/27/1 DATE: 07/27/17 �� ib{�r' fL �t 6344 r w.Sem.Se.See,zas.MAGNA GARDENS.FLCRseaA 3s 4288 Westroads Drive 2 Pnono:(305)8 1-1530.Fox (305)871-1531 DRAWING No A�+ W1'N7e- ;';VIR4404 West Palm Beach, FL 33407 EB-0006719 17-107 3 7_i07 WALTER A TILUT Jr.RE, < 'p+'`•Y'r�•JJJe" FLORIDA Lie,It 44187 5 SHEET P.E. SEAL/SIGNATURE/DATE S 6 OF 20 CONCRETE ANCHORS ASR SiEIVAL1 X! ; Ir.N.SEPARATION I POURED (DOR I I I 1 (SEE SCHEDULE ON SHEET 13) roans(4E EXISTING ) v TO ctAss I CONCRETE i SoCDU E CN s¢Et REQUIRED _ -�+ti FOR EAAfE mA•O t ' GLASS-� 1 i(SEE SCHEDULE Dtt i EDGE Of Wit.STPMIArm I SM1T,i} SLAB IF i ON SHEET,9 FOR I To CIA= 'E.b.• APPLICABLE EXISTING HF➢6@�� N .. ,- GLASS-�' �,. '; .' � i ALTERNATE li i i I i it i i EXISTING i it t I •`' .' ANCHOR N N L I t GLASS it T T I LOCATION I! t I pw/4•HEX WASHER HEAD t t GR )3 OR i 3/8 tA\ TEK SCRESVS o 12'O.C. i -cY l / I '"./• EOG£OF a 7/8 uIw CONCRETE ANCHORS $ ' SIA@ IF (SEE SCHEDULE ON SHEET 13) I'� E APPLICABLE i tt v r t ' I ,� r . EDGE OF EXISTING i N £DGE Of—•� •i i' •iI( :, Sm IF GLASS , SLAB IF i f/ '1;,. i/2 ,' EDGE OF AFPUCABL£ ,' ' Ij r I '\t,. SLAB IF :' / APPLICABLE / .O.' f,p• i POURED MrL SEPAwtoaN / , /, APPLICABLE POURED FLAT HFA?CONCRETE ANCHORS TO MASS tSLE I ,� ,-r:: �,F`! �` / ,� ' E. D.4 CONCRETE (SEE SCHEDULE ON SHEET 1a) SCHEDULE ON SHm POURED ' '/", -":i' ^a'' %. - CONCRETE REQUIRED RS tou sf 59 FFOR BLADEFOORua 1 OR lCONCREt£ 1 /D f^ E.0.• REQUIRED (SEE SCFLAY HEDULE SHEETRETE Ii/OF:NmkQ,A� REQUIRED I-----E. 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A-S.D. (011 HV FLOOR INSTALLATION t G HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER HV CEILING INSTALLATION SCHEDULE #3, SHEET i i EXImND IAN.SEGAAAt6v --\• N CONCRETE ANCHORSI ----(S�CLASS[s-.� un Os i (SEE SCHEDULE ON c S.O" A I I SHEET 15) 1/4'0 mY BUJDEX iAPCGN w/ 0 ~•( Slssp(Hmu. ' T T N EXISTING TECHNOLOGY 4R 1/4-0 POASASU EXISTING t L I ` EXISTING-^7 uae 51PANnon Ta BASS 1 GLASS--� FASTENER'S TAPPER.ANCHORS W/ I 1/4• GLASS-� CLASS ^'(M S VDULE ON PW$11 uA.zipMtn4N T6 CLes 1 3/4•RCN,taTBEauLTa O b' MAX. ,et.lLF N11) i O.C. OR UP TO C-D'SPAN AND I 1 I / 1 I 4'O.C,FCi r S VRGER THAN r1 I i i 1 ; HMA%• /I ) t]P TC/DTl'fAS IFNER HEAD _n L I ♦ ' ' #74x3/4"HEX • SHEET it FOR Uln1A 3 MAX.H OR �j I I i 1 I WASHER HEAD E.o• 11 CONT.sEtl�lf 0 SCREWS i _ N a 12*D.C. #14x3/4' HEX HEAD ' +tIIl /1�J/B I t 1 �l r'i�.,:. �S j'" + _ I', 1/4'n-20.3I4•ss us 3 � `.`. TEl SCREWS m 9'O.C. ; ( 3 0 x3/4•S.0.5. 1 USING12 ,/Ye-20 NUTS C0ISCRETE ANCHORS b ✓ R `4:J C! 1 % �: OR 1V/NUT S.S.M.S. f 1 4 / �' ,� m 9'0.C. _ ___ LI6X. .. n., o,2'O.G. W/NUT 8 9'O.L. (SEE SCHEDULE ON n , •1/2 (a.. •. Vii;:,{.' 4u------j SHEET 14) ! T LtXIS11tiG NDN STRUCTURAL ------ /2"Ir 17 OR 1$ 1f2• Ti• \ i R t:.2.00'MIN. WALL'TRIM(DECORAtV, E.O. SILL) /. -r SUB IF { // #1ax3/4'F.H.S.O.S. MIN. �Pouam cO:NCRETE : t i •^ ," APPLICABLE 4 "`. :'• REOU\4ED 1 7f8" - CONCRETE ANNCHORS SEE NOTE 13(4) •`�'4` !A 9'D.C. POURED CONCRETE (SEE SCHEDULE ON ON SHEET i POURED CONCRETE ON SHEET 13(S) •• •, OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK r�,� --==--�•-' REQUIRED REQUIRED V KEYSTONE MOUNTING INSTALLATION OPTIONAL POURED �K HV WALL FLOOR INSTALLATION QHV WALL WALK—OVER INSTALLATION, IAAXIMUM A.S.D.DESIGN PRESSURE-64,-72 Pit CONCRETE MA*UUM 41WTM SPAN 5-0• REQUIRED (�J HV RAINGUARD INSTALLATION t r� NOTE FOR t COMBtNA71QN OF SECTIONS: REMOVABLE THIS WHEN PERFORTION SHALL MED " £.D.= EDGE DISTANCE ADJACF14T TO AN OPERABLE EXIT ! SEE LIMITATIONS OF USE FOR 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE 0 ON SHEET 19 INSTALLATION DETAILS W-10) HV BLADE ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED 7 i(I IN ANY WAY TO SUIT ANY INSTALLATION. r�)R T//'+i„MR FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone ! E, '7. 7,1 t.'•" t 02017 EASTERN METAL SUPPLY, INC.��[1:•• 4, - 624,7 TIlTECO,INC. BERTHA HV TM * 0_ '• r L ECO INC. A■S■S■A■ KVAccordion Shutter System . BLADE#t W/OR W/O H.V.wND0W BLADE ° American Shutter Systems ` TOO TILLIT TESTING & ENGINEERING COMPANY Inc. !CV.H DESCRIPTION ON /27C DRAWN 0 LC. � `Q 1 Association, ai OLD rs-os5 7f2711 wTE o7f27IT7 y 1St 63D5 tt.W.38th St,Sit.365.1tFGRttI CAiDEiS,itOFtDA 37t0 .268 Westroods Drive 1 c3•'' 1 Phonc:(7Q5)R7f-,53D DRAWING No -mon: 0036719 om West Palm Beach, FL 33407 7 ES- 17-107 WALTER A TIJr,P.E. FLORIDALORIDA Uc.##44167 7 SHEET P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 SEE END WALL ' $ t10IES ON LOCKING 8005 @,HV LOCKS 0 Oro FO 'r INSTALL TIONS W f 1 HV AND ALTERNATE NV LOCK 0 ON SHEET 5. Q L)i 90• I (N I�EXISTING GtJ55 BLADE SLACK DETAIL HW IS VAUD FOR ALL BLADE W TERMATES CENTERl:ATES APPLICATION WITH BLADED 1a7 OR�°q\J+a7 N®�10 '73°P QR (23 SEE END WALL CONNECTION @-& F EXISTING GLASS DETAILS ON SHEETS 10 ---_ ---_--_------L _____________ ________ _ a © a 0 0 0 3 ,/4. T 6 1,2" z.z'.,/s'.a'-2 8 • 8°+19• 3 0�i 9+ 5 7" (6063-T6 ALLOY)ALUM. OPPOSING I SYMMETRYCAL ANGLE e!/(2) 1/4%TAPCON 1/2' OR@.@ ANCr4ORs TO CONCRETE CENTERMATES ; CENTERMATES (TOP/BOTTOM)& 81 0x1/4"S.N.S.® 12" ,.-.�: MIN.SEPARATION (4)#lOxI/2'S.M.S.To TUBE D.C. FULL WIGHT. W,/ HV LOCK 4 or05 ,W, HV LOCK ar 25 To Gess AT EACH ANGLE.(TTP) ` * 35* I i 3 ]k Z (ONESCHEDULE SHEET 5 G 1 i 1 I ----------- -- --- --.._----.. ---- ,-- --- - so I N, * t 1 I to — HVB / OUT Q * HVC � �L6 ? �S �iQ • 3 HVA °R®«L!+L!O4Q°R 10 *t 104 -POURED CONCRETE OR EXISTING GLASS t CONCRETE BLOCK WALL 6 7 1 w 67 18 I 10+ 15 1a7 Q� 1 +�cR { REQU+ ED ' Ex STING\" SYMMETRICAL * IN A11N.SES PARATION — rctAss p'® t 9•Q��•Q J�EGx�1ssT$1 T, CENTERMATES 6 t 5, iag w t�}3•088°R�}g -�7 a To Goss i——` '—— ——— :? 'Z'l W� HV LOCK �L6�* OPTIONAL (SEE ESSEETDULE 11) I �:@ `."'„�z� (INTERIOR) t$e @-1 9+E J , LAIN. SEPARATION I/4! �' 3 oA,('nl.El TO GLASS ` C-� ���J�!�/�,1--�\ t(,J 'tJ'` - — '--'Z (SEE SCHEDULE N OPttdi t - _ _—_—_ ON SHEET 11) (INTERIOR) ` ni F� - ----^----"— _ i V V CO`ICRETE 3 , ANCHORS C. :•� VARIES 1-(�}'tJJJ •);l a ( o u T 6 1/2"MAX.SLACK IJ\/ •� 'C` (%%EXTERIOCR)7 C �`J` HVF** FLORIDA 8UlLDING CODE Non High Velocity Hurricane Zona 'tr✓ •., 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY, INC. BERTHA HVTI.L Accordion Shutter System RV. MADE#t w/OR w/o H.v. W "ILECta �N�. A.S.S.A. It�70JJ PAAOE American Shutter Systems IEV.NO DESCRIPTION DATE DRAWN BY: L.C. TILUT TESTING k ENGINEERING COMPANY f� fjQ, d Association: Inc, L OLD 15-085 7/z7(1 DATE: 07 27/17 rf� Y 4S 6355 N.W.36"'.SL,Ste.305,NRrN%k GAROENS.FIOROA 3318.� - Pnon°:(305)871-1530.F0a:(305)871-1531 4268 Westroods Onve z DRAVIING No o mfib tT00067191.Com West Palm Beach, FL 93407 s 17-107 WALTER A.TILLR Jr.P.E. 4 .rrrAr FLORIDA Ile.8 44167 s SHEET IP.E.'SEAL/SIGNATURE/DATE 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK CCV MALE/FEMALE "T" LOCKS CENTERMATES 8 . f29) & LOCKERS_ W� Q HV BLADE *_ o cra END CONNECTION DETAILS ON SHEETS 10 At 18 INSTALLATION 6) HV BLADE OUT IN ��[Xsma CLASS D•1.a.hW. rnaTEa oN sHEE1 6. W/ HD CENTERMATES I AS w[LI.AS UNUSSLL FLOATING BVDEOOETAIL 1100-RYO, n®a®•�"t$�a SD•®m INO:CATED ON THPS SHEET,NAY eE USED WiiFi nth ALTaiNA W CONNECTION �10•®m®•�a©•©m ms noN MAR,Ree snaA7l Ira rHls sHtET. SEEILS ON SHEETS S 10 A 1 DETAIL ON ,BEETS 10 k 18 i o•o•�Wo•o•�a i (Q�.(��gyya i�•�$a�$•t�j ae 212.Va-,-2 i O•l':l°1@•O«�•O 5,6v 3-B xlor)AEW. a�•� 35* r 35 y N:,IE 5,1/4'a ROAM s e' I L0'207 L) 4 (oPnovAL) •ANON �OYH7CIE I L_�______—___. (4)l+alt/x'sus.To TusE lta'O.C.is 0 i2' 3 A7 EACH AY6LL(T'?) I /r O.C.roll IENGHT. * „ I N (+)H.V. TO GLASS,, t 34 HV T" PINS(TYP.) 7Jµ wus(TYP.7 , j\ sasamei 5 3 LOCK (INSIDE) FO by•t.EET a I \ I 1 _ ----------- — — — — — — — — 5 1 28 24 1 i �fie' x 3 e• OUT 31 oR 32 .33 31 oR 32 31 oR 32 31 oR 32 2 1/4" \0-J20 x 1 1/2" S.S.M.S. F141 35* (oPnvv) *SEE NOTE 6 FOR}M LOCK 3@, W/ 7/8"0 x 3/32" WINGNUT. (opmm)HDB—HV$ OUT HDC—HVC 'T'LOCK,ON SREEl 5. * SYMMETRICAL HD CENTERMATES 5YMMET[L L HD CENTERMATES 3�4 HV '"T" LOCK (OUTSIDE) � W/ (n- LOCK (EXTERIOR} W/ LO (INTERIOR) t 6ERIES 4444 AlUNRttN HVC* � (2024-T3 ALLOY)LARCC rLNCE TMN a�m®•\:lm©a 10•®"' SHEET NUT5ERT,PART!0824. TO'�a�•�©•�a AS VANuFACTUREO 8Y AVOEL CHERRYTEXTORU.PAHVPPEla.NEW JERSEY ©• 7 •1 aQ• 7, '®w 07054 OR COUAL. d • 80,1 Bal B• w B•®ceQ•®�C�•QmC�•� /L� 3 #SEE NOTES ON LOCKN,Roos®k W(a LOY ON SHEET 5 (D \-4 �© *>!I U vmL (LCAT,,atADE3 OETA2 HAD-x4 s VIED LOR ALL CENTERMATES APL 71014 WITH EVOE O HDD—HVDs* ELMING STACK "�V A �T ''' , FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane lane }yY 1 ,••1,�.4c.1VS �,= 82017 TILTECO,INC. ERN METAL�ZOSUPPLY. I BERTHA A � HVIIA °' /liLS Accordion Shutter System r, TECOINC AA■. ■ ■ tIY. BLADE#1 Wf OR W/0 H.V.WINDOW PUDE • American Shutter Systems REV.R DESCRIPtION DATE I DRAWN 8Y: LC. j TILLI7 TESTING & ENGINEERING COMPANY }`' ��tr`a•'`• 7't519 8355 tLw.352n.Sl.Ste,305,IARMAA OMOVR%rWROA 3316Association, Inc. t OLD 15-085 Jf27Jt GATE: 07J27Jt7 .s Phone:(305)871-1530.Poo:(305)871-1531 4268 Westroods Drive DRAWING No ly, ""'' \ ttt e- 0:ON...Oool,Oom West Palm Beach, FL 33407 3 R A.TILUTJ 4 17-107 rr/r./r,11 IYALTER A 0Wi Jr.P.C. • FLOSV,LI..!44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 9 OF 20 r—POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR ! OR CONCRETE I'' _ OR CONCRETE -OR CONCRETE REQUIRED BLOCK WALL BLOCK WALL REQUIRED j---- r BLOCK WALL REQUIRED -t / BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS / CONCRETE 6 D.C. /--EXISTING GLASS - ' — ? � / -Y MIN. EXISTING GLASS ® i6'O.C. _J_——I-_A �'F MIN.SEPARAMCH — t .. 2-MIN.. TO GLASS{SEE �1 M.N.SEPARATION 1 r ice` 1[.N."SEPARATION SCHEDULE ON SHEET ro GLASS SEE '` I t : M.N.SEPARATION r EQ :1 EQ; SEE TO GLASS(SEE 11 FOR 6.ADE 1QAND SCitECtSLE CN(SN_EF ; ! ,i i SCtiEDIAE OtiTO MASS{SHEET I I SCHEDULE Ott SHEET 1/16'.3"MAX. ON SHEET 19 7ORi 11 FOR BADE(RAND � � 11 FOR BNA mAN6 11 FOR BAOE DAd0 (6063-T6)CONT. BtADE50& ! CN SHEET 19 FOR 1 y (91 (LOCATE A7 t I ON SHEET 19 FOR ALUM.CLOSER t ` BLADES Q&� J Q1 SHEET 19 FOR (LO R SIDE B`�50&Q PLATE. (LOCATEEIT iJ2�,L1 1 r r , B.AAS 1G'& OF S€) I AT EITHER SIDE MIN�Jj } C1 1/2-MIN. '"' OF(D) i d*USE 1'OR 2'MAX.XI / (J10x1/2-S.M.S, I ( ---..— (AS APPUCABLE).2'x7/8'.O'-2" I YG ALUMINUM CUP ANGLE jIOxt/2'S.M.S_/ _ -_,__-- � *3 16"O.C. '/ __-_ _— (6063-T6 ALLOY)AT MIDHELGHr 0 16'O.C. ! --. .Q. ` J� {1}I1D.s/z-S.M.S.Top& �„ i (d}-J '` (2)1/4.0 TAPCONS ANCHORS TO `J f` tYAtt AT i"O.C. (LOCATE AT J// SEE DETAIL%FO SIDE CONNECTION ) OR EITHER SOL OF©) O OR i� a OR ®♦ SEE OETAt X FOR jU�R �♦ TO TRACKS //�� //�� SEE DETAIL X TO SIDE CONNECTION '®`� 4' 6 7 a 8 a 10 1 w 6 1�*8'a 10•Q�* TO TRACKS a 6 7 a 8 i0+®�• i0, /} 510E CONNECTION 10•`�•w©.�a©.©a °1 ?0 TRACKS 16 a©aQ• 3 �`�w :0 o-6 o �w ®•o,�^� © �Bw1�•®a©•©a �5•®.w�•�ao8'�°1 8• 8a 9. O ® �J �"®"d3°°p•® O �7 � © ®•O �'� O Q Q 4aC�i o �•� O+®ap'®a�•�a©*® a • 6 a 9• 1 B• 6 a 9. a i s a END CONNECTION DETAIL(J3 END CONNECTION DETAIL 4Q END CONNECTION DETAIL Q END CONNECTION DETAIL i REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' r �-POURED CONCRETE AL EXISTING Q --EXISTING CLASS CONCRETE BLOCK WAIL GLASS A `•✓�� i %' � REQUIRED 10x1 2"S.LLS' IAN.SEPAW 014 fi / I )��\ J - I"------- To GLASS(SEE 56'Q:C. LAN.SEPARATION b—"------ ------- '27 ----- -- SCHEOLT.E GI SHELF / TD GLASS(SEE ''___ ©OR®OROOR I1 FOR BADE tOAN"D CONCRETE i/2" MIN, � _ ' ON 5'HELT 19 FOR ANCHOR Q> I1 FOR MAX(DAND V J +--I -_ __ ) OR ,TA OR i OR) BADES m& 12.O.C. -EO' OV_HEFT &a CONCRETE I i 5 BASES O& ( I____ _ pR`T p ANCHOR 4 v OC. t + OR�OR(DpR 1 , 2-MIN. ,. • 5EE LIMITATIONS OF USE FOR VIEW2'MIN. - BLADE(DON SHEET 19 ORQOR�OR�OR * R:*1 OR 1Q' 1 PLAN DETAIL ®w0 Q O © ®wPOURED CONCRETE OR + ®wG6-O7 a®at0•®a 10a�aFR,.,C.1a©.©a ND INSTALLATION CONCRETE BLOCK WALL *V `L,� REQUIRED \ 'daka© Oa©'©w ©`Q ©a©CJ �a HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL 5Q �B}•�w®.pa�.�5}ap;®! ' N CTIO L© a©® FLDRIDA BUILDING CDDE(Hon High Velocity Hurricane Zone' 11 Q, ..•••.., 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM 1 L E C O N C. A■ ■S■A■ Accordion Shutter System _ HN. BLADE#1 W/OR W/O H.V.WINDOW BLADE -o �►� /,� r! American Shutter Systems" y REV.No DescRlPrloN DATE DRAWN Gr: L.C. N'•, TILLIT TESTING & ENGINEERING COMPANY �' •ntk4rQ',SO loss N.W.36th.SL,Ste.30s,i4RCM GARDENS.FLOROA 3316 Association, Inc. t OLD TS-085 7J21Ji OATS: 07/27/77 ^+ l Ph...:(305)871-1530.Fox:(305)871-1531 4288 \Yestrodds Drive 2 DRAWING No Ss+ff} a-Rw,1:tatcG0000.oRm West Palm Beach, FL 33407 3 "• f"1Y� � i WALTER 00TRJJTiJr.P.E. 4 17•"t O7 ''•''"rr/IIIA//** FLORIDA U<.8 4456? s SHEET P.E. SEAT/SIGNATURE/OATE 6 10 OF 20 i i r �CHEDULE I SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" NST�A CATION ND '-�+S+ (ft.), FOR INSTALLATIONS W/ OR "L-- (ft.) FOR OR "L-" (ft.) INSTALLATIONS — arrSts or INSTALLATIONS V!/ tY CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK oY v ar or & & Wj ONE HV LOCKS MANSORY POSITIVE A.S.O. DESIGN PRESSURE RATING, HD LOCK ®W/ NO LOCKING RODS Or ONE HV LOCK Or or L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE OR Y1/ NO LOCKING WALL A, B, C, D, E. M, N, d. P, 0, A.S.D. DESIGN PRESSURE RATING. CENTERMA"i@ 28(3 29 W/ ONE W/ NO LOCKING RODS® ODS MOUNTING F. K & L R. S. & V. "T" LOCK 30 W/TWO LOONG (SEE NOTES t,tt) (vtS)O FOR MOUNTING(D I (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 tI��T��OTTPFFGG&.FBOTTOMIRSEE AA�� SHEET 7) FLOOR/CEILING G. H, I. IT, J T. U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCREti:&W'00 INSTALLATIONS V CONCRETE&WOOD CONCRETE MOUNTING & }A MQWUM "'�iMUY 4STAI ON "'''x'UUM Cp�W A POSITIVE A.S.D. DESIGN PRESSURE RATING, ASD.DESIWI AS.p.OMIGN INSTALLATIONS ASA.DESX:N PRESSURC WALL MOUNTWO PRCSSURC DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE. PltEssuRE WALL MOUNTING t1opR/C£IUNG "Mo RAIpr:I FLOOR/CEIUNG MOUNTING GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, RATING MOUNTING k OR I IPS.,,)) IP•+./•) FLOOR/COUNG MOUNTING G''9•r') DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE. I.CA-) I.OR-) FLOOR ALL MOUNTING 6 1AAXIMUtd SHUTTER SPAN •L+'OR 'L--FOR L t (h) 1-IR) L t (1) 1-- C t (ftj 1-- L t (ft)0 i-(it) FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE 30 OR LES 16'-O' 16'-0' I6'-0' I6'-D' 30 16'-0' 16'-0' 30 t6'-O' 16'-0' INSTALLATIONS INTO Y.'o0D SHALL BE UMfrTING. TO 105 psf.A.S.O.DESIGN PRESSURE RATING. M!9fF,tSltd DETERMINED SPAR @ETV1££N `L+"AND "L-". 35 -147-10- 14'-10' 15'-2" 16-0- 35 14'-10' 14'-10' 35 15'-2" 16'-10' 40 13'-t0" 13'-10" -T4'-2" 15'-2" 40 13'-14' 13'-70` 40 14'-2- 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-T' ,3'-4' 14'-3" 45 13'-t' 13'-t" 45 73'-4" ta'-Y t HV CORNER CENTERMATE (,13 MAY BE USED ATJAL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8" 13'-7" 50 12'-5" 12'-S" 50 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS Y!/FLOOR/CEILING MOUNTINGS: 55 11'-10" 11'-,0• 12'-1" 12'-11" S5 11'-10" 11'-10' S5 11'-1" 11'-1I" SHALL BE AS INDIOATED ON MANDATORY CONDITION FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 1 t'-4" i k'-4' 11'-7" 12'-4' 60 I i'-4' t t'-4' 60 10'-2' 10'-i i' NOTE @5,SHEET 5. RATING: 65 10'-10" 10'-10' 1V-1" II'-11• 65 10'-10' 10'-10' 65 9'-5' 10'-1' DETERMINE: Lt+= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'-6- t0'-9' 1V-5- - 70 i0'-6' 10'-6' 70 8'-9" 9-4' L2+= MAX,SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1' 10'-1' 10'-4" 1V-1" 75 10'-1" 10'-1' 75 - 8-9` ttEXCEPT THAT 1AAXIMUM SHUTTER INSTALLATIONS. 80 W-10' 9'-k0` 10'-0" ,O'-9' 80 9'-10• 9'-Io- SPAN'L+'OR'L AND MAXIMUM A.S.O.DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' s'-6" 9'-9" 10'-5' 85 9'-6• 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3' 9'-3' s'-5" 10'-1" 90 9"-3' 9'-3' OR CONCRETE BLOCK SHALL BE UMiTED AS FOLLOWS: DETERMINE: t- CONNECTIONS TO KEYSTONE MOUNTING Lt MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0" 8'-9' 9'-2" 9'-10" 95 9'-0' 8'-9" LIMITED TO +64,-72 p.s:f. AND 8'-0' SPAN. SEE 12-= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 100 8'-9' 8'-4- 9'-0" 9'-T 100 8'-9" 8'-4' MOUNTING IA ON SHEET 7. INSTALLATIONS. 105 a'-T T-,t" 8'-s` 4'-4' 105 8'-7" V-ti' 110 8'-4" T-T 8'-7" 9'-2" IID 8'-4- V-7- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' r-3" 8'-4- W-11" 115 8'-2- 7'-3" SEPARATION TO GLASS SCHEDULE '"INII.,Dtt BETWEEN"Lkt. t2+". "L1-"AND"L2- 120 8'-0• 6'-11" 8'-2" 8'-9" 120 8'-0' 6'"11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 T-SO- 6'-8' 8'-0" 8'-5' 125 7'-,O" 6'-8 ALL05YhBLE SPAN AND NEGATIVE A.S.O. DESIGN 130 T-8• fi'-� T-10" 8'-1" 130 T-8" 6'^5" WIND PRESSURE RATING T4 DETERMINE AIAXILfUTA AJJCMOR 135 7'-T 6"-2• T-9' T-9' 135 T-T 6'-2' ` MINIMUM SPACtNG. 140 T-5" 5'-ti' 7'-7" T-6" 140 7'-5" 5'-„• ASTM E-1996 SEPARATION 145 7'-3" W-9' 7'-5" 7'-3" 145 7'-3' 5'-9- TO GLASS 150 7'-2" 5'-7" 7'-4- 7'-0" 150 7'-2' 5'-7' 155 T-0" 5'-5' 7'-2' 6'-9' 155 7'-0' s-s 1 THRU 3 1" 160 6'-i1' S'-2" 7'-t" 6'-7" 160 s'-11" 5'-2" 165 6'-10- 5'-1• 7'-0' 6'-4' 165 6'-10' S'-t` 170 6'-9" 4'-,i" 6'-tt' 6'-2" 170 W-9' 4'-11" 6'-0" 175 6'-7' 4'-9' 1A HV BLADE 6'-8' S'-t0' 180 s'-6' 4'-8' 185 6'-5• 4'-6" 6'-7" 5'-8- 185 6'-5'. 4'-6• 190 6'-4' •-5' 6'-6" 5'-6' 190 6'-4' 195 6'-5' 5'-5" 195 6'-3' 4'-3' 200 6'-2- 4'-2• 6'-4- 5'-3' 264 6'-2- 4'-2' 205 6'-I' 4'-1" 6'-3" W-r 205 6'-1' ,Mi " ""'-.� FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zane � @2017 EASTERN METAL SUPPLY, INC..� •• •••. T�+ 02017 TILTECO,INC. BERTHA HVTM + Accordion Shutter System : FVL3776 1 N c. A■ ■S■A■ H.V.BLADE#1 W/OR W10 H.V.WINDOW BLADE American Shutter S stems O•t, �,/f TILLIT TESTING & ENGINEERING COMPANY y LV.N DESCRIPTION DATE DRAWN BY,MLMV. LO. cc TMt�UY Association, Inc. I OLD 15-085 7127/1DANE: 07/27/17 • �. ,`4 6 355 N.W.SStN.si.Ste.355. .Fa,t Ga.R05)8 Fk-113bRDA 311d 4268 Westroads Drive 2 -+-=,;- Pnona:(305)87I-1530.FOR:(305)871-1571 DRAWING No (f •....�.. [C\'� �'� —.k tat.c.04.1— West Palm Beach, FL 33407 3 •''-s'��aNAL �v,,1t tYALTER A.TIWTi Jr.P.E. 4 17-107 /+" FLORIDA Lit.#44,57 .5 SHEET P.E. SEAC'jS`(CWURE/DATE 6 11 OF 20 : .•: _ i wl;q 111i I zoolmwei1,50 JIl :a 3 'mommy® m mmmmcmm�ommrmmim��boamm�cm� mmmmii�m OiE#¢tAppC7•DOIaIYiiQIE>fOC�[�O WORM ��Q��Opp���EmiOpppF�On[lOp QE7� mmQmmmm miFa[o��7QLpll[p� ®m , MEN ppp[3 �El1mOOOellElO031 ' �RIENHHHU OR IlMIEJmmHE MEN u! moR7[!O �!>yd�7 l�p KMEmNIOm� EANKRS100�0KOEENa mmn000p alga 113M�� uao©Em DIMMER gqpIMIEKNIM mOIs 81©mmmOlO � E3*nmtmmO"nmi"ngm m ulmmMEIM MMMMMM"MM Kam mmnmmmmmmCmmmW00mmm � E� �mmmmmmmAulmm ERENIM lmmppppppml� mull"�m�p mQlfF>I1raf mmOOOOFt3 OMEN .- ILlmmmmCll�mmmmn�Opp®mmmmOmmm�m Omi7CemN®Q1dmmmmOOOOO�OO f lMARNE"mEfimell®mWMESIM>Itic! tLlmmmmmpp©©®®®®�m = ppl:em MMM : QmmOOO ppEl<L71 uimmmimi mmulmmAIM: IM miflmmmm[lli>I6lmmE>I�r:emm�mmOm[am=000nMUMID IU�M0®Om�Zm'l OQMQ� ®QQ��[mlfp ®mmdQemlOmiam�� mOOOO®loll®�O pp m ®® pp O pp� Op QOppppQ� ILlmmOm� O BEEN : no��m� OmE�Fl�l�mmbf�OOORMIUIM, M : OO[liL�lEI iLlmmEllmElA�m�mm0E1•mtEeaulmmmommf lulmmniQms�lal�rlmm>�IM&OMM�r Q>ommmum i pmoalmmmpp mAmulmm pp mmRa ®® mppoee mmpp® m pp QUmm lel RI�Q�lO�ilfesea mQ/QUfrEIE>Im®m�mR7mqp�m�Omm�®m010�1flmm�etoe�O�f�l ®HMmm®=M=OR pppmp i]t[>rliulmm®mdis ®mmElltL�lpgm OOO® E� m 11003 In ®ulMMMM"Qmull mlt7mC&ImQ mmDr3mmpp mQiOlieaCem®loE>EF73IgmiamOp>Qifi>�1�Ilim QlmQ mBEEIMmeaiuLl�®m mO�®mm�mmm : Q�mpLp7�mme>teflmelwO 11 MIMES==Oe7QOfl,®4D . . iflmflltElrmeamulmm0MMKNMM mmO"mldOu EEIU eam mt�lE>•el<eammOOOfDlk�leiElm x ,. mmmmmi/m mmmm�mlimiE7mmm000®lO®olo �l2lmffat"C 0m mmm" m m m13131 meampm�3o eaMlm=M�if�iEltOmm OO[SIOVE>lOm tSlmIUMISself�a�mm�MINSINE Eaomoelzo�i® �aceCem �� o�m�oln �E>I�oomi ulmfE7p mm ulRAW I CA mmull3mHilmQmitlmQlm�mm=11303 lellmZeelfl0 mOMOmMmOOO�F3rli7mn mm�pFAmppp ®®mppEElmmm m Off7m0o1�7[�iCeOmmmm L�l�OfliCl mOOEUKU Oeaa [ilmF?DElf me3m�m»OFfim=MmOmmm11:21 De pmpip'eia mm�3Epmmm=m OOO®t73t�Elm ®ulmt3x•7©�meam�mm�©eanmPmmmmmH=PmElrm1ME . O<aO�m�Ommm Inn"w ll00� mm11MM 7mmm mm mm m mmm"M m END _ 111111111 Boom�mumm p� m�mmClam� amfmmelr MI1FfpONamemwil m nMEu eamm ua� �O mm mR7m mE�e�eiOCeoo mm�� mO � Ol7 amm mp mp tl3m eltmm O�` ��p H IN mm�fine ===mmmeaml�mm®mmm .331 B EASIN e�ON IN/IOmmmOFm=mmmrmmn ulUA mmmmmmmm elt= 0310pOmmmFA"11111 HIM m SIR C/m, EmmAmmOOl7LlE7®E>f=M= mt�mm ealfa mmom m m m m m m mmCeO Qm OOe7OO mIC11 w mm ME En 1111 eaffaeamma �lol0vofolenmORfffimm� ; 1mm�mmn mOO mdmp�OiYO - w�O 2311121 11:31 noiLlm��fmme�o�E�F3mOmmmm�mmm0111 OOO®ell m ulma0eltmm mml0mmmelfulmm0mmmmREimmi�mmmml�E�e*e>feammm�e]E3F3Lllieltelle�0 ulmmmeaiOmfOUlmlafCaOmmiQulmCMmmi�mmEIIQmQmOmeE�l7mpep3�Q� �� / ' • mmmmmO�mQ. mmoe�== mm mmmmm� E7mQmmmn� t7Eim If=ea pp �� �ip pp m p ppppppimFxt>tEle�mea ul�Ommmmm iLlmm�lammm ulmmrmmmm �taeammmm RID Ommm mmm OOOee7elf elf m u� iimmmdppu�ppm0 mmm laflolrfraf mmlfi®eltmpmom mmCl>Om mf1]®® mea ®ulmO��mlQOulm m�mm®mOO�mmillpeam�mmea� =mmm�0 �n fSlmO elrelrl>tmm�mli ea mma mmm 0 mmmmm uQ�leigmlmmealulmCe)veiQmR mmeamOCem f mm' am , ealOQeamQdff�NEI ea= = uldm=rmaomio®¢�i Examl�®um31112mm zFM 1 fo oran CN C11iMMMv amf}ooi�fgae:mffo9lo c�imaminw"w - mm=m m man as= mid i z- . .�. j � • li i l � I' MAXIMUM ANCHOR* SP ULE FOR A GREN MAX. SHUTTER 5PAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.DE `•NEGATIVE PRESSURE RAJING MD A CORRESPONDING MOURNG TYPE FOR CONCREH OR CONCRETE BLOCK INSIALIXIONS (SEE MOUNTINGS F G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED OWICRICIE/CONCRIEVE BLOCK POURED CoNoRm (A) TO EXISTING POURED CONCRETE:(Min. Vc-3 kel) 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.Vc 3 lei) momm @WALL SILL MOUNTING @CEIUNG MOUNTING FLOOR MOUNTING ANCHORS SPACING LEGEND 1/4'0.3/4*ALL POINTS SGLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREN,SOLT&SPECIALTY COMPANM (Min. fc 3 1:31) SPAN kSA DESGN REGMT4 PRESM RATING kSD.DMIONN tlm�lk=PIiF59JRE RATING(0)W,DEM RECATNE PRESSURE RATING(00) 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.f'c-2 ksi) 30 140 160 175 90 120 160 205 30 40 160 1 76J 90 112 F4 _F75 TAPCON OR 1/4"0 TAPPCR+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRiBURED BY ALL POINTS SCREVI.BOLT&SPECIALTY j 90 112 j 90 112 j 90 112 j 90 112 1601205 .30 07 Go 90 120 160 205 TAPCCN WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 9 8 8 6 154 14 12 110 1 9 1 a I a 0 0 14 112 110 9 a If- a- 6 THREADFORM TECHNOLOGY (Min.Vc- 3 W) T7 _O" 12 1 - 12 9 9 8 8 6 1 6 14 6 1. 12 1 to 4 ... ALL P01141S SOW-SET 11 OR LESS 14 -52- 10 9 8 8 6 1 6 14 11 1. 14 12 111) _9 a 6 5 BLUE TAP W/CAP NOTES: I t2 10 9 8 8 6 1 7 14 12 101 9 1 a 1 8 6 6 14 12 110 9 8 s 6 6 TAPPER I &I)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ I Q 10 9 8 7 5.513.5 14 12 10 _L 8 0 6 6 14 12 110 9 8 8 6 5 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 10 9 8 8 6- 14 12 10 9 8 8 6 6 14 12 110 9 a a 8 &S 4'_0 14 t2 -10--i"_r s 6 4 14 12 10 9 8 8 6 4.5 14 12 110 9 a 6 4 33 A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8*INTO THE POURED CONCRETE.NO EMBEDMENT - 1 12 10 9 8 8 6 4.6 14 12 10 9 8- 8 6 5.5 14 12 1 10 9 8 8 6 44 RLEAEGUW INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 S.S.MACHINE SCREW USED SHALL 13C 1 1/2-LONG MINIMUM SHOULD STUCCO 14 i-F-1-0 -9-7-1, 5.5 3.5 -114 12 10 -4 8 8 6 5 14 12 10 9 8 7 5,5 4. 8A��4 Or USE FOR EXIST,AND I*MINIMUM FOR WALLS WITH NO STUCCO. _i_ _F__ _r - SHEET is 4 12 0 9 12 10 .5 14 12 10 9 8 8 6 k5 5'-0 IS a 6 6 14 9 - A.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 12 10 9 a 7 4 - 14 112 10 9 8 6.5 5 3.5 14 12 10 1 8 lez 1 5 15. 3 _F4 _�2 ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 0 9 8 74 4.5 - Ti 112 10 9 8 8 6 4.5 14 Q 10 1 9 1 8 1 6 4.5 3.715 75 1.5 4-5 - 4 -_r 7.5 r5-4 14 12 10 1 9 1 8 1 5 4,5 3T NOTES A.1)&A.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR iF 12 IF' 9 14 __ _ 8 6 - 14 -g---5 14 12 10 1 9 a 16.5 1 5 34 6,_O. 14 12 10 o _Z_j__52--io-_r_r, 6 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. A----12 10 8.51 7 6.5 4 3 14 12 6 6.5 5.5 4 3 - .14 12' 10 1 9 7.5 5.5 3 14 (8) TO EXISTING CONCRETE BLOCK;(ASTM C-90) 14 112 10 1 9 8 6 - 14 12 IF 9 1 a 7-T7_5 14 12 10 as 8 5 _4 - - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 8 15.5 5.5 3 - _L4_ 12 10 9 a 0.5 415 15 14 12--W_r 7 5 3.3 3 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0' 14 12 10 6 - 14 12 10 9 a 7 3 4 14 12 10 9 7.5 5.5 4 3 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. _j4-1_2 to P.-685 4 - 1 11-2 9 715_r'ZZ-n 14 IC.5 7 5.5 4.5 3.5 1/4" ER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW. BOLT&SPECIALTY 9 7 7.5 4.5 COMPANY p ERI SHUTTER SYSTEMS A 14 12 10 18.5 7 4 - 114 12 jG_ 9 7.5 5.5 4 14 12 IXOR ANY OTHER APPROVED LICENSED OR AUTHOWED VENDOR REGISTERED WITH THE AM CAN ASSOCIATION,INC. - - L4_ 11 7 5. 4...- - 114 17 10 9 7.5 5.5 4 14 72-_9 _r_r TY 3 14 12 to 1 9 6 6.5 14 112 10 9 a a 4 14 12 10 8 6.5 5 3.5 NOTES: 8'_0 17 2 fLS 1 7 5.5 3 14 12 8 6.5 5,5_4 F2_5 9,5 6 5 4 3 - FLI)MINIMUM EMBEDMENT WO CONCRETE BLOCK OF TAPCON,BLUE TAP Mf/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4-AND TAPCON 9.517.5_6 - - - 14 12 9.11 s WITH ADVANCED THRCADFORM TECHNOLOGY ANCHORS IS 1. 14 12 W 5 4 12 9 6 6.5 4 13 9.5 66 5 1 14 12 10 8 6.5 12 0 16.51 5 _L_ 1-7---i-8 14 12 10 9 7.5 4.5 1 8.2)MINIMUM EMBEDMENT OF Ileo.3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 2 10 t2 ez 1 7 15.5 1 71-_7 3T._5_r I It 8 SJS 14.5 13.5 - - - EPASEOMENT INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 9*_O -i-4-fl.5 7.5 6 4 14 f4--12 8 6.5 4,5 14 12 18.5 7 5.51 4 14 10�5 7 Is.$ 6 *Z EXIST.AND I'MINIMUM FOR WALLS WITH NO STUCCO. Fl-.5 B.b b.5 4 - - - - 14 12 9 7 6 4.5 4 11 7 5.6 4.5 3.5 4 14 12�l _f4_ 12 8 6 5 4 9.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ,01_0 7,5 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID VIALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON _T__to 3.5 -5 _F 4 3 10 7.5 6 4 3 - - - 4 .5 7 5 9.5 1 - 5 4 - WITHOUT METAL STUDS CONSULT THIS ENGINEER 1 -IT - 14 111.5 9 FOR INSTALLATION INTO En WITH METAL STUDS SEE SHEET 20. 4 5 5 6 rr�22Z 9 6 S 4 4 NOTES 8.1)&B.2)ABOVE,FOR INSTALLATIONS ON VINYL SIDING OR EIFS MTN OR 10.5 a 5 - - - - - 14 112 8 6.5 5.5 4 t3 -0 6S 5 4 3 I V_O"-i-4 1_2 0- Z_ _L4_ 12 9 7 6 4.5 - 14 10.5 7 5.5 4.5 3.5 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S WNUFACTURER. 114RT-S = =-r 7 74 7rf' 3 1- 14 9.5 12 8 4.5 4 - 14 10 7 14 10.5-7 5.5 4.5 - - - 11.5 8.5 5.5 !-S U7 - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(C.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 14 11.5 7.6 _6 5 12 9 6 4.3 4 - 12 a. 14 12 10 14 12 $ 6b 13 10 6.5 6 4 - - - EDGE DISTANCE VERSUS SPACING SCHECIPLE-EQ11-AMPIM It.k. - sl- it a ss 4 3.5 6 1 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE OsTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING ILS�'s I Z__71 iT W r_- a 1 5 4 - BY MULT[FLANG SPACING SHUNN Ott SCHEDULE BY THE FOLLOMNG FACTORS. tL5 5 4 REDUCED SPACING OBTAINED USING FACTOR SMALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 9 !.5 - - - - - - 14 io� 7 3 15b 4.5 3-5 -L-5 4.5 It 8 12 --- g - - - FACTOR 14 - - - - -- - 14 It.5 7.5 a 9 6 4.5 4 ACTLIAL TAPPER + 0.5 - - - 1 10 17.5 4 7.5 5.5 4 3 - TAPCON WITH ADVANCED ALL POINT SOLID SET BLUE TAP W/CAP B EDGE TAPCON ffl It+--�--- - - - 1 12 1 9 a 4.5 4 9.5 7 5 4 DICIANCE THIREADFORM TECHNOLOGY MIN.SPACING - - - - 13 9.5 6.5 5 - - - - 10.5 7.5 5 4 Q HV 13LADE OR 4 4 -S 4 5;1 E.S 7 7_5 4.5 7.5 "S II It 1 4 1 4 1 4 I. 1 4 1 0'5" 1 4 2 II.S 7_ II E. 714 E 5,5 4 to " 5 5 4 9 7 ILS 1 4 [2 5 - sE E.D. MIN.SPACING-3" MIN.SPACING-3* MIN,SPACING- 3 1/2- MIN.SPACING-3- 3 3/4* 4- 1 1-4110.5_7 5.6 it 0.5 5,5 4.5 POLM OONOPETE CONCRETE BLOCK 14 12 - POURED a= ,0 7 5 3-5 3 14'-0" to BLADE W POURED-CONCROE& 705URED CONCRETE P Go G. 1.5 71 4. CONCRETE BLOCK CONCRETE BLOCK UA ED.-3 Ilt VA CU-21/2- UN.CO.-3 I/f VN.M-2 llrMN &POM CONCRETE CONCRETE I S.S Ti-5--6-- - dA) HV WINDOW WL )m ED,-3 112 5.5 4.S 9 0.5 43 I- 112 1 9 6 - - - - - 9.5 7 4.5 1.0 0.90 1.0 0.78 1.0 0.84 1.0 1 4 - - - - - - 6.S .5 8 5 BLADE WORKING -- 15.-0. 14 13.5 10 6Z 2 1/2' 0.81 1.0 0.61 1.0 a OJI L5- 5,2, - --7- IN UNISON - - 7 1 0.51 45_,l F-1- 0.91 0.43 _7 -3/4* E 4 - - - - -- L I - L_ _Z 10- 1 112 1 0.35 1 1 0.35 1 16 6 4 6 a _Hurricone Zone' _SF5_ 7 5 6 FLORIDA BUILDING CODE(lion High Velocity JtR A r (9)2017 EASTERN METAL SUPPLY, INC. . /, 1;:% 02017 TILTECO,INC. .............. BERTHA HVTM k3GE -:15,% -57-c 7o_,7 Accordion Shutter System 0. /77,7L E Nc.�\ AwSSwAw KV.MADE#1 W/OR W10 HN. WINDOW 3" TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems IEV,N. DESCRIPTION DATE ORAW11 BY: I.C. D7/27/17 DATE: 07/27/17 'WA WDONS,FUCMDA 33tt Assoclatlon, Inc. I OLD I5-085 6355".3ft.St.St.'Z06.V= 4268 Westroads Drive 2 DRAWING No Ph.no (305)871-1530.Fax:(305)871-1531 0 ­Qa:t4te..O.W.- West Point Becch, FL 33407 a -000671 17-107 WALTER A.TILUT J 0 r.P.C. 4 FLORIDA U,@ 44167 5 SHEET P 9' WE 6 13 OF 20 MAXIMUM ANCHOR$ SPACING (jn_kl SCEjEM, FOR A MEN MAX, SHUTTER SPAN. A S 0 DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING A40UNT1NG T�_ FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNBNGS 1,J.K&L ON SHEET 7) POURED CONCRETE POURED CONCR CONCRETE BLOCK ANCHORS SPACING LEGEND 1 tYALK OVER& 1 TRENCH d{)RAINGUARD MOUNTING QK WALLJFLOOR MOUNTING dWALLJVJALK OVER MOUNTING SPAMu7ua1D1u_ NG 0 D.DMGN hMCK PRESM RAIRG(polAS.O.I1MM 6EW1T.S PRESNRE RM*G(y:1 SA.OMIMINE PRMRE RATING(.psl 1SD.DES:GN NEGASS FP,ESSUFM PADNG(p'1 TAPCONAP WITHADVANCED 30 40 160175 190 1120116012051 30 40 6017519 120 160 205 30 4D 1 60 75 90 120 1601205130140 60 75 90 120 160 205 THREADFORM TECHNOLOGY 14 12 10 9 6 6 6 5 12 12 12 12 12 1.5 SS 65 7 717_'r'7' 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOUD-SET W-O' 14 12 t0 9 8 8 6 8 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R LESS 14 12 10 0 e B 6 6 12 12 12 12 10.5 8 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 8 8 6 8 12 12 72 12 12 IO T5 6 T T 7 7 7 7 7 T 5 5 5 5 5 5 S 5 TAPPER+ 14 12 10 9 8 8 6 6 12 12 12 12 15 8.5 6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 4,-0" 14 12 t0 9 0 8 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 S 5 5 5 74 72 10 9 8 8 6 6 12 12 12 95 0 8 45 3.5 7 7 7 7 7 7 6.5 8 5 5 5 5 5 5 5 5 14 12 10 9 B 6 6 6 12 12 12 12 10 7.5 55 4 7 7 7 7 7 7 7 55 5 5 5 S 5 S 5 5 14 12 10 9 8 8 6 6 12 12 12 '11 9 7 5 4 7 7 T 7 7 5.5 4 3 5 5 5 5 5 5 4 3 5,-0' Sh 12 t0 9 8 B 6 6 12 12 12 12 10 75 55 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 S 14 12 10 9 8 8 6 6 12 12 95 75 6 4S 3.S - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14 12 10 9 D 8 6 6 12 12 12 9.5 8 6 4.5 - 7 7 7 7 7 7 5.5 4 S S 5 5 5 5 5 4 * SEE ANCHOR 14 12 10 9 8 8 6 6 12 12 1.5 9 7.5 5.5 4 3 7 7 7 7 7 45 3.5 - 5 5 5 5 5 45 35 - SPECIFICATIONS 6,-0' 14 12 10 9 8 8 6 6 12 12 12 10 8 6 i.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 t2 l0 9 8 8 8 8 12 1 8 6 9 4 J 7 7 7 7 7 5.S 4 5 S 5 5 5 5 4 3 J- 14 12 t0 9 8 8 6 6 12 12 10 8 6.5 S .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5 4.5 - 14 12 10 9 8 8 6 G 12 12 t0 0 6.5 5 35 _ 7 7 7 6.5 5.5 4 5 5 5 5 5 4 3 T-O' 14 12 10 9 8 8 B 6 t2 12 /2 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 b 72 10 6.5 5 4,S 3 - - 7 7 7 7 6.5 5 3 - 5 5 5 5 3 5 3.5 3 14 12 10 9 8 B 6 6 12 12 85 7 5.5 4 - - T 7 7 7 7 5 - - 5 5 5 5 5 5 4 - 0 VALID ONLY FOR UP TO +70, -75 4 12 10 S 8 5 6 - 12 12 85 7 5.5 4 3 7 7 7 55 4.5 3 - 5 5 5 5 4.5 3.5 - - PSF A.S.D DESIGN PRESSURE 14 12 10 9 8 8 6 - 12 12 0.5 7.5 6 45 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 RATING & FOR SPANS PER 74 12 10 9 8 8 6 ^ 12 9 6 4.5 4 3 - - 7 7 7 7 5.5 4 - - S 5 S 5 5 4 3 - SCHEDULE {f 3, SHEET 11 14 12 ID 9 8 8 6 12 11 75 6 5 .75 - 7 7 7 7.5 6 4.5 - 5 5 5 5 5 4.5 - 14 12 10 9 8 0 - 12 1.5 7.5 6 5 3.5 - 7 7 6.5 5 4 5 5 5 5 4 J 14 12 10 9 8 8 - - 12 12 95 6.5 55 4 3 7_ 7 7 7 7 7 6 3 5 5 5 5 5 5 5 b 14 12 10 9 8 B - 0.5 8 5 4 3.5 - 7 7 7 6 5 35 - 5 5 5 5 5 4 3 t4 12 IO 9 12 10 6.5 5 4S - T 7 7 6.5 5.5 - 5 5 5 5 5 4 - 14 12 1D 9 8 B 12 0.5 7 5.5 4.5 3.5 - 7 7 5.5 4.5 3.B - 5 5 S 4.5 3.5 - - 10�-0't{ 12 t0 9 t2 tt 8.5 6 5 1S - 7 7 7 7 1 7 4.5 - 5 5 5 5 5 5 5 4.5 14 12 10 9 8 8 9.5 7 4.5 SS 3 7 7 7 55 4.S - 5 5 5 5 4.5 3.5 - 14 12 10 9 8 6 12 9 6 5 { 7 7 7 6 5 - 1- 5 5 5 4.5 5 - - 14 12 10 8 8 8 - 12 9.5 8 5 4 3 7 7 S 4 3 - 5 5 S 4 3.5 - - 11�-0" 14 12 10 9 8 8 - - 12 10 7 5.5 4.5 3.5 = 7 7 7 7 7 7 3.5 - 5 5 5 5 5 5 5 4 �r-�( 1/"�' 14 12 10 9 8 8 - - 11 8 , 34 3 - - 7 7 6 5 4 _ - iI 5 5 5 . 3 - H T BLADE �J N LY 14 12 1D B 6 B - 11 8 SS 4 - - - - 7 7 7 5,5 t.5 - - - 5 5 5 5 4.S - - - ! 14 12 10 9 8 1.5 8.5 5.5 45 3.5 - _ 7 7 4.5 3.5 - - 5 5 4.5 3.5 3 - 12'^0"14[12 10 9 8 - - - 12 9.5 6.5 5 4 3 7 7 7 7 7 6 3 _ 5 5 5 5 5 5 4.5 AS 14 10 9 8 0 6 4 3 7 7 5.5 4.5 3.5 - - 5 5 S 4,5 4 3 - 14 18 9 8 - - 5) 75 5 4 - - _ - 7 7 8 5 - - - 5 5 5 5 4 - 14 10 9 8 - 0.5 8 5 4 3.5 - 7 6.5 4.5 3.5 - 5 5 4.5 - T 3-0'14 10 9 8 - 1.6 8.5 6 4.5 3.S 3 - 7 7 7 7 7 4.51- - 5 5 5 S 5 5 4.5 35 14 50 9 8 7 5.5 3.5 J 7 7 S 4 3 5 5 5 4 3 - - 14 10 9 8 9 7 4.5 .75 - 7 7 5.5 4.5 - 5 9 5 4.5 4 - - 14 10 9 - 10 75 5 4 3 7 b 4 3 5 5 4 314r-0" 14 10 4 - - - OS 8 5.3 4 J.5 - - 7 7 7 7 7 1 - - S5 5 5 {14 10 9 - &S 5 J 7 7 5 3.5 - 5 5 5 4 - - 14 12 10 9 - 8.5 8.5 4 7 7 5 4 5 5 5 4 - - - 14 12 10 - - 9 7 4S J.5 J 7 5.5 3.5 - - _ 5 5 3.5 3 - - - 15�-0"14 12 1D - 10 7.5 5 4 3 - - - 7 7 7 7 7 3.5 - 5 5 5 5 5 5 4 3 I4 12 TO - 6 4.5 3 7 7 45 3 5 S 4.5 3.5 - - - 14 12 to - - - 8 5 4 - - _ - 7 7 5 _ - _ - 5 5 5 4 - - - tt 12 - - - 8.5 6.5 4 J.5 - - 7 55 3.S - - - - 5 5 35 -14 l2 - - - - .5 7 7 7 7 7 6 3 5 5 5 5 514 12 - - - 6 4.5 3 - - - - 7 6.5 4 - - - - ^ 5 5 414 12 - - - - 7.5 5.S .75 - - - - - 7.r J!b7 M - - - - S 5 45 - - - - FLORIDA BUILDING CODE{Non }high Velocity HU(t'ICOnE'• Zone III ' L 02017 EASTERN METAL SUPPLY,INC. ��c t1 ••, C2017 TILTECO,INC. ' ;F �= BERTHA WTI, A. �A� Accordion Shutter System 1 L ECO 1 ra C. KV.BLADE#1 W/OR W/0 H.Y.WINDOW MADE + ,f A TICCIT TESTING & ENGINEERING COMPANY merican Shutter SystsMS y.N DESCRIPTION DATE DRAWN BY:JLC. p�uu e2 6355 RA 36th.SL.St..105.LtR M words.FIMU 33tfi Association, Inc. , OLD 15-OSS 7J27ji1 pns6: 07 27Ji7 Phpnp;(305)871-1530.Fp.:(305)871-1531 4268 Westroods Drive 2 DRAWING No AA p-af0ii:tii1K60pp1.pOm West Palm Beach, FL 33407 3 1 7-1 07 '70NpL•E��'`11'11 WALTER A.000W19r.P.E. 4 FL.QPJDA U.it 44167 5 SHEET P.E. SE1CCf3fGNA GE/DATE 6 14 OF 20 -� s,��i �� 01�