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Home My WebLink AboutProduct Approval FL 389-R9 • '�li ^w1 (. y s.'';')'-'"'"(47,:::,1 t��.�^ ,arli ` � I�s +')�ra'i... J - < • ...�.._�....._._. ._.,.�..:�__.._ .,'►R� OOt?fGdlit*QBPN,Ddirt�114Mf,.EQNrkC'1r:06ht &CIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff ; SCIS Site Map Links . Search . !arida r d 4 :,,, USER:PublicProduupsioval er Product Approval Menu>Product or Application Seared>Application Application DounD RECEIVED R}„'iy .;,.,T __'. FL# FL389-R9 • L :_;. NOV 0 5 2018 Application Type Revision , Code Version 2017 Application Status Approved Permitting Department County St.Lucie Comments Archived F'; 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 , I rod rig uez@ easternm eta l,com ao Technical Representative Address/Phone/Email Quality Assurance Representative. r Address/Phone/Email 1, . r4z4,il Category Shutters Subcategory Accordion jizi Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer !_i Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tiilit,Jr.P.E. the Evaluation.Report 1 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. , Validation Checklist-Hardcopy Received Certificate of Independence ,FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC..INC, DRAWING 17-7.07 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC..INC. 'DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1),PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE,PDF , Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 , TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from.the Code I Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 ' Date Approved 12/12/2017 Summary of Products 1 FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3.-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions, Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved foruse outside HVHZ:Yes 17-108. BERTHA HV ACCORDION SHUTTER SYSTEM.POF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large.Missile.Level"0".Max span Is 12'-3"for 40 psi Evaluation Reports positive ASD'dad and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING ' the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3blade w/o window blade and 8'-11"for 62 psf,9'-11" Created by Independent Third Party:Yes , for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for • installations.into Metal Stud walls is 79"for max.ASD _ pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD'pressures. ("3-89.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection , Limits of Use. Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside.HVHZ:Yes JNC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes $YSTEMiPDF_ 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 „.„.„_7 .///} p.s.f negative ASD load depending on centermates and Evaluation Reports • locking rod configuration for the.HV1 blade,8'-0"for+64,- FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC„ 72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.-formetels stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF for HV1A working In unison.See;sheets 7, 11 and 20\...............___, Created by Independent Third Party:Yes respectively of installation drawings for other spans and " pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106. (top and bottom)for storm protection Limits of Use Installation Instructions . Approved for use in HVHZ:No F1.389 R9 Ii AMERICAN SHUTTER SYSTEMS ASSOC..INC. Approved for use'outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:.N/A Verified.By:American Test Lab of South Florida Inc. Other:Large missile.Max. 15'-0"span at 30 p.s.f ASD load Created"by Independent Third Party:Yes for Blade 1 and 18'-0"-for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. `DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF- jCreated by Independent Third Party: Yes meek) i�ort Contact Us ii 7b0t 8lalr Stone Road;Tallahassee FL 32399 Phone;550.487-1874 The State of Florida Is on AA/EEO employer,Copyright 7007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to'a public-records request,do not send electronic mail to this entity.Instead,contact the orrice by phone or by traditional mall.If you have any questions.please contact 350.407.1395.',Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.'must provide the Department with an email address if they have one.The email Provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address.. please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click herte. Product Approval Accepts: II . GENERAL NOTES: 1, BERTHA H.V.ACCORDION.5HUL1LH SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.6.0.)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 LOADS SH/LLL.BE DETERMINED AS PER SECTOR 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 DIRECTIONALHY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.5.0.)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 CD & Aft BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I1.THRU 15, 19,&20, GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVER STRESSED,A 33 5 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS t(L}I USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CDmI.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUIIEN 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 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 30-44 SHEET 4 TYPICAL BLADE Ac WINDOW DETAIL • -IN BLADE I) 50214.01-03.50715.01-03, 91004.01-05, 91214.01-05, 00317.02-06.(0609.01-10 AND 50210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-18E6 AREA 2: HV BLADE C1)AND HV WINDOW BLADE 0-4 AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES I.2&3)&-51220.01-10 AS PER.TAS 201,.203&203 PROTOCOLS.LARGE MISSILE. (WHERE APPLICABLE) -FIV WINDOW BLADE G)50505.01-08 AS PER ASTM E-1885 AND 6-1995(MISSILE LEVEL D.WIND ZONES 1, 2,3)BASIC PROTECTION ONLY AND 9 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.NV BLADE®AND IN WINDOW BLADE © ARE ENGINEERED TO WORK.IN.UNISON.WITH EACH OTHER UNDER THE GENERAL UMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET'19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 3, BERTHA H.V.ACCORDION FINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR.DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 914x2.75'AND 91441.75'RESPECTIVELY, 410-HT MINIMUM SERIES CEMERLIATE DETAILS AIV SHEET B STAINLESS STEEL SCREWS WITH 135.0 All YIELD STRENGTH AND IRO Tat TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HA•DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS EN SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER.SYSTEMS ASSOCIATION.PINS MUST BEAR THE NV MORNING ON THEIR HEAD. END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 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 I5 30.0 kzi AND 35.7 ksi FOR 6005-T5 ALLAY. - MAXTABLES IMUM SPAN SHEET 11 ' ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS?SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER'DIN 50018 WITH 50 ksi MIN.WELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH: ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.33,4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR(ISI 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:ITV BLADE 0: 12,13,14.15 AND 20 INSTALLATION DETAILS Al-R,WOOD SHEET 16 HV BLADE Q&Q WORKING'IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 'ENO CONNECTION DETAILS 7-12 &-X, WOOD SHEET 10 8. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 56779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 55'458,179 ISSUED.TO EASTERN METAL SUPPLY,-INC.. AREA 3:' HV WINDOW BLADE IAA ONLY 9.IT SHALL RE THE'RESPONSIBIUIY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL 514111LN COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 1D.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 H AND HD AREA 4: FIV WINDOW BLADE n ONLY CENTERMATS AND ENGAGE OR LOCK ALL KV AND ND LOCKS. 11.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED.ON A READILY VISIBLE LOCATION AT ACCORDION SHINRK IN ACCORDANCE WITH SECTION 1709,9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL'BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EAERY'OPENING.LABEIJNC TO COMPLY'WITH SECTION 1709.9.2 OF THE FLORIDA BUIIIDING-CODE.. 12, BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WIT1T SPECS INDICATED,IN_THIS DRAWING PLUS ANY BUILDING AND ZONING,REGULATIONS PRONTO®BY THE.JURISDICTION WHERE PERMIT B APPLIED TO. 13.(a)THIS P.ED.PREPARED BY THIS ENGINEER IS GENERIC ANT)DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Lc.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'15110.PRODUCT,BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO • THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION-SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE 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 ENGINEER OR'ARCHITECT WHICH WILL.BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL LIE RESPONSIBLE FOS THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE PEAT.ENGINEER SHALL SUBMIT TO THIS.LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL NEAR THE DATE AND ORIGINAL SEAL-AND SIGNATURE OF THE PROFESSIONAL-ENGINEER OF RECORD THAT PREPARED I. Id�jAi/lAAA66vyy��x)+� FLORIDA BUILDING CODE(N High Velocity Hurricane Zone; L„of°4, R�'"0,,k.... 02017 11LTECO.INC. (b 2017 EASTERN METAL SUPPLY. INC. ,,1W,L�Q `\zENs.- BERTHA HVTM s A S A Accordion Shutter System j I I:L'E C O INC. \ . . . . ,H.V.BJEE#1 W/OR W/O RV.W*O0N.f3LADE '�efff)( �. TILUY TESTING & ENGINEERING'COMPANY American Shutter Systems pry,Na 'DESCRIPTION DATE DRAWN ETC L.c. 7'd I ///111 X11 CCC U A9socIctIon, Inc. I OLD 15-085 b7/27/T7 DATE: 07/27/17 6355 TAR 36W,.5L.Ste 303.wow,GND015,1LO904 33166 4268 Westroods Drive s p.....%110R10"-:.0'-0-S" 1 P0' 4A.1` Pk e I(05)671-1530.F4.:(305)871-1531 (1RAWING-NO- Ars •(OgID; !,,, 511 o-maE13-0D06719 8-0te�67 91com West Palm Beoeti, FL 3340.7 i 1 7_1 07 S'ONAt�' ,1' WALTER'A.TWT Jr.P.E. ' FLORIDA EN.{44167 5 SHEET P.E. SFJ1t SI6NAIURE/DATE. s 1 OF.20- - p CY•IDR t68CN BIDE® VARIES 1.91:• 1A•1' ..6A N • 019 \o v °A 4' /�_- 8I 09• N .0 7,� 1 ..'>.4\T e 1.71' I o4' 6,165' ._._.� r'1--� .I 0, �v_, J 4.999' 'a•\'\e 1 HV SOLID BLADE ®HV -. .3 s' / CI)HV 90'/18Q' STARTER UNIVERSAL FLOATER � auAUFlED FOR USE w/ COVERED UNDER US PATENT {J 5458179 QUALIFIED FOR USE W/ HV BLADE® O HV DIRECT MOU T HV BLADE QT 1® HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE(� W/ HV 6063-T6 ALLOY AND TEMPER .SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADE Nb '373`" 1S •. 6063-T6 ALLOY AND TEMPER 121` 6063-16 ALLOY AND TEMPERPV ) I _ ��• .670' 6 2.670- 3.556' 'or 1101 I _,_ .994' 0' .670' 2..26' I.g 1.--'71110; `� a Imo' �I nl 1111bi- _ 4,897' I � an BIS'o'� 4a G' t2' ■ 7.T 5'� O HV ADJ. ADAPTER W/LIP G! 0• • I I 0.•L .920 1 .mss_ QUALIFIED FOR USE W/ HV HV WALK-OVER TRACK �- BLADE iQ QUALIFIED FOR USE W/ HY C)HV TRENCH TRACK 1 --sss' 3 '0° HV ADJ. FLOOR TRAGI( 6063-T6 ALLOY AND TEMPER BLADE(1� QUAUFIED FOR'USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY ANO TEMPER BLADE 1)ONLY. @ HV RAINGUARD BLADE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A D TEMPER 1I VARIES al 1.93•' BLADE(1) 1' 1.915' 4I _- 6063-T6 ALLOY AND TEMPER ma, { LT-71 '' VARIES 7.935 oi. 06 063' �1 .083 $ I ,083' of r .093' �p q; [ n Dai .y, I • , I .1 - I 1 r�i, .060. �I I v .093' .•9' 7 1-r .0.0' .. o '�9i •670 1 oI •1'4�L _•• I, .274 t�0 i :060-J L..-. 1 "� .4-7. I 93 I tsaG' i 7 ° _ _ ••' I 1. •.3.520' J ° • 3.529' 1 16.70 4,4. `\11� HV CEILING HEADER C? C HV HEADER/SILL 13) HD CEILING HEADE' SILT. -___-3.529.' ODALIFIED FOR USE W/ HV BLADETTYY'"'(1').ONLY, QUALIFIED 6063^T6 AILD FOR USE W4' FIV BLADE AND TEMPER°ONLY QUALIFIED FOR USE W/ HV BLADED . ND WALL. HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE®ONLY. 6063-'76 ALLOY AND TEMPER T COMPONENT A 8 TI T2 I X I Y l l atj MN.X NK Y MN t 2' 2' 0.125' IN 1' 1' 0.062' V 2' S'MAX. 1/B' 1/e' 3" 3' 0.090' - `16 2' r MAX. 0.192' '0.192' 16 SIDE ANGLES s -- 19 2s 7'riAx. 0.790 0.190• ' CORNER POST$ QUALIFIED FOR USE W/ NV ALUMINUM ANGLES O-I I QUALIFIED FOR USE W/ HV BLADE TQ QUAUFIED FOB,USE W/ NV -- BLADE 01 6063-T6 ALLOY AND TEMPER BLADE I'ONLY. la I 2' 5'14/J1.1 0,139'10.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER IA,,,,,,,,,,,,Y� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ItlIll'E F�k 7 1)2017 EASTERN METAL SUPPLY, INC. ,,#01141.• �� \CEN F./r� 02017 RLTECO,INC. .BERTHA HV t .." S TM IILIE C O INC. \ A.S■S■A■ Accordion Shutter System * H.V. RADE#1 W/CR W/o H.V.NATION BLADE 0T,,5, American Shutter Systems REYyNo DESCRIPTION • DATE owwN WO L.C. TE O) 1•y} TICCIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-065 07/27/17 DATE: 07/27/17 S "ATE Of 0355 hon 350.a.:see.305.VIRCNi+ ,rLem9.33.50 DRAWING No C4268. Westroads Drive 2 C.:4,.......,4, , Phone:(105)671-1530..Fox:(305)871-1531 '� � ORID�,• 4, ,AA 4[9-0006719Leom West Palm Beach, FL 33407 1 �1p'.•,,, l TI [9-0006719 4 17-107 1-n/ 6t 11T WALTER 4.TILT 41.P.E. �RA I !/ n0RE7,Me./44167 5 SHEET P.E. hTE_DATE - 6 -2 OF 20 - 2 4.680" .•.•" 4,67.6I .1111 Av_s* I py3- ...745" '0 1 i _. T- ¶FOT-LI)1' 1 a'ego") „I COST S.S.M.S. J. OGSWG OIAVEL ,/4.-20_, ERRED PAINTED THREAD, /.....,,,,a,,,,T. . I W . I 1 I 'vl " 1 (2 Tm) q Nat 2 7-i..1_____": b. 1 I • 0%6 * cqsrl 1 Id scao PAINTED * l'e,... / f-7-7 462- :1 l''' -VI - ,D'Ir \ -. N• ' ti,?4': ,'I, .."1 b i MIE2-1 1 KNOT,. 4 J.. , kk,I, r a --\---13R.S3 MINCER rali ORASS CYLINDER 0 4.., 11, A:''l . Hair G KEYS(CHROKE (CHROVE'PLATED) PLATED) 21 HV CENTERMATE •,:. . _.# r•• I .v.. 01 ; ,..., *."'Ilya' -,1 • HV LOCK 40 HV EGRESS LOCK QUALIFIED FOR USE W/ HV EILADEDIc CA ONLY (t2 HV FLOATING CENTEMATE'''' .0,0:r -.so. 1_1_...585: • I ..._. 6063-76 ALLOY AND TEMPER OUA IED FOR USE W/ HV BLADE()&Q,L9 ONLY •4,"? , 3.92.a.L_____.1 .675'1 QUALIFIED FOR I)SE W/ NV QUALIFIED FOR USE.W/ HV lb 0 6063-T6 ALLOY AND TEMPER 0 HY CORNER CENTERMAg BLADE 0& ONLY. BLADE 0& ONLY. QUALIFIED FOR USE W/ HV BLADE()ONLY 250*00. 3874 6063-76 ALLOY AND TEMPER PLASTIC HEAD .516- 1.786" 4 ad MOLDED TO :".1 FT „ "045" ti3,, I I--i .32 SCREW ...n quaff, - .)- . t1 H77-7-P- ' '7 3.*,...;:- g (1) h, \to:I Y.'' ?IP P, -,360 AFTER RIVETING , 1 l.....3) 'Imo. BEFORE RIvETING a \I, 12.1111M-.),0' *SEOIES 94-38 G. ( •ALLLINUM'2024-13 N.L0Y)IA606 RANCE THIN -.T v. SHEET NUTSERT,PARK ir 0820,AS MANUEACTLIRED'DY AVDEL =.7...- I 1,8_,2* CHERRY TEXTORN,PARSTRPENY.E.TLY JERSEY 07054 OR EQUAL. PLAN "'• FRONT ELEVATION HV MALE "T" LOCK CENTERMATE ,„- { 4.606* Ctl LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ NV BLADE°ONLY ql, HV FEMALE "T" LOCK.CENTERMATE ® MV "T".LOCK 0 HV ALTERNATIVE LOCK 6063-76 ALLOY AND TEMPER R USE QUALIFIED FOR USE W/ FIV QUALIFIED FOR USE W/ HV BLADE®ONLY QUALIFIED FOR USE W/ HV BLADE(1-.‘, ONLY QUAUFIED FOBLADE 0 ONLY. W/HV BLADE 0 ONLY. . 6063-T6 ALLOY AND TEMPER- 6063-76 ALLOY AND TEMPER .....L217 'el i.914,„,.., I 2 "T. 2 1--- TANI°..' 1 0. ;. 2 1 1 1140 KEY CYLINDER I ,...-\ --TRUMBRJRN s. .063 1 f_2; 063" toi 214" :7-1 ....,z--. .062" .2, si 0L CYLINDEROR .214" •.7 . s :1:9 _546. 1 .__L ! 2 -krI 'Tit" Lt4 -'2 ma le......_.J= jr.r,.* ffilas •i= ii3,: RI `,''.1 11, ' - 1..,, I. 0475"min. . 14 11 72 , 1 .125'MAR.ti HD CENTERMATE W/ NO .)0CKItIG ROD 0 HD CENTERMATE W/ LOCKING ROD 2.;Isi ilo ,tIti 12. 1.01 ILI QUALIFIED FOR USE W/ NV BLADE 1 & (A) QUALIFIED FOR USE W/ HV BLADE(j)&& (A) I :Koe 6063-T6 ALLOY AND TEMPER '# HD CENTERMATE'S INSERT 6063-TA ALLOY AND TEMPER I .8 •--.".....---.--"lialtj q VARIES, 12*MIS. QUAUFIED FOR USE W/ HV BLADE W&1131 I 1 ..., 1/4"0-20 SR.OR 3/8",18 1 I.A30" 6063-T6 ALLOY ND TEMPER *1/2- all _____s7HumBTURN I Mr (SrE DETNLS) r Oa , — an KEY 1--- CYUNDER • ,A -14 I I . 1.57 Min .4.1 . 2 0 LOCKING ROD Z, -.' 7, 1/46- .-- 1.78 RIGA. 375"0 f) HD LOCK QUALIFIED FOR USE W/ HV BLADE 1:1) 606$-76 ALLOY AND TEMPER Cgs) HV 3/8"0-,16 ACETAL ti. HV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. ,L , INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS EMS SS, THUMBSCREWS QUALIFIED FOR USE 01/ NV BLADE C:-.)& CA) . QUALIFIED FOR USE W/ HV BLADE(1) FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone', DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED MR A9,,,yg,HV BLADE C/ . .ti"..' A ... IP •IX„rx it. 7144 "".1. 62017 PLIECO,INC. 612017 EASTERN METAL SUPPLY,INC„ 01",‘.....),......*...N '.. ii:;\ BERTHA H TWA— . $ jai W,E *- )"44 / i . ( i• , — • I ill.IE C 0 'tic. '. .S- Accordion Shutter System z • ,,,„ 1 a ;7- , , KV. axe.#1 wi CR W/0 HY,NAMOW EWE ef American Shatter Systems REV.No. DESCRIPTION , DATE DRAWN 681 LC. STATE r It : 1-n-': 11LLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-DES D7/27/17 DATE: 07/27/17 a4: ;., KM N.W.MA,St..Sic 303.L.IRCGRA 61410160$,61,0600 33968 OF .,4Ir.,l Rnone 1(305)671,13.10.Fox 1(355)571-1031 4268 .Westroods Drive 2 - . . \ 10:-• k. t e.-,,,ot'ttto=ttottLoorrt CH-O006719 Wept Palm BeachDRAWING No, FL 33407 3 , .......e.,515,.................. WALTER A MUT Jr.P.O. 7-1 07 P.E. tfA abrePATE_ RIDA S.#44167 • S . EE — . . . ....._ -- __ .. . . ... ,. 1"Q.,„.. . FLOL - „ _ SHT . . SHUTTER ASSEMBLY SCHEDULE FORi ---i„si HV 0, HV A () 3/8"0 , - .0625 71TO BLADE P.-21:tell ".3• E 0 HV BLADE 1 • E IA . 1875. " CO HV BLADE 1A I: 4ti 4-_>\, KV 2950021 BLADE .0025" 0625. .0625' Y FIV LONG RECESSED NYLON BUSHING A . --. el-Aors--,; x'a°PENN, .0625 ', 3-§1 ,,, KNUCKLE NI (YTP) . 0.0621" qffl NV SHORT RECESSED NYLON BUSHING i tn '''. ' @)-\li ; . . (7,75 44,,p. \ Ej 'FLAT PORTION • ® HV NYLON HAT WASHER i //\ ,3 50. Lz_.0.Q.3_,,,4E_.„1._ _...._ .... _ i e, C) HV WHEEL'CARRIAGE AISI.302-303 SERIES @*1 ©OR (9 ..: ,,,,s2 4,.51 C‘l 496.. i-0 „iir/---.1 It 1 >,, Ii-------------- x likt... r; 2.87,5-- 1 X az 0.870"x3/16" THICK NYLON WHEEL. i @ ,- tiv WINDOW • .t7) '31.5'0 0.188°0 AISI 302 SERIES S.S. RIVETS - -- - i ' i 2SEB7PLAILARMONN. - LADI 13 E .0625' ::-.0625" aa...... a.. • .7500- HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR •11 .. L_ ' _1 ... ,i 4 OPENINGS A ON v ,UFPOP 2-Y ' ----, ...----..- CI HV 2 3/4" ACCORDION PIN W/ #8 HEAD * . 11 -, ` .47p_8 .7500' .47V' ?. -1 , I-- I . If lie (1:10910R PFax1106 CLEAR r WWEEN TYPICAL HV WINDOW ALA E CAI AND Cr POLYCARBONATE IMPACT RESISTANT HV WINDOW i !or 1111 ,. 11 . T•'5 (.3 POLYCARBONATE HV WINDOW DETAIL @ vi OR 0 /^0 or @ r 11 N.T.S. a III iLSECOELIZAINFM I @OR 1-24) i I *POLYCARBONATE IMPACT RESISTANT NV WINDOW .' I i ‘ -' I i BAYER MA4ROLON 3103 POLYCARBONATE ___I I ; te kont.cL •• CE RESINS, UV-STABILIZED GRADE OR SABIC * 4.1/ PIN_REOUIREMENTS AL EXTERIOR BLADE KNUCKLE FOR mr......m..nn .. 1 . ,\ i TO BLADE•-•• +Et INNOVATIVE PLASTIC LEXAN 103 RESIN FR/(1) HV OA HI A!gip ®OR 0 (SEE NOTE "FT ON SHEET 19). o ; i i , , I ---- I si (1) NV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIORCO 00. ,,,,,o -0E I 1 ITITT , BOTTOM KNUCKLES OF NV ACCORDION SYSTEM W/ NV® OR i I! 3 ----- 1 EXTERIOR POLYCARBONATE SOURCES FOR NV G BLADE. TYPICAL SHUTTER ASSEMBLY Ili r PPICAL PROPMES APPLCAHLE maJLT SPUOARO 14001 WPC Pe... N.T.S. NV PIN OR AT R131ERENCE uposu/soca Psux (2) HV PIN 0 MAY BE USED IN LIEU OF 0 AND ONLY AT (E) EXILIIOR . 1.41•441011.014 Wc44 U3ssa 0.36.. EXTERIOR BOTTOM KNUCKLES OF NV ACCORDION SYSTEM WI NV® 091.224" .... BLADE'S KNUCKLE. MEAL P BLADE WHEN -CORRESPONDING TO INSTALLATION "II", SHEET 7. "\ r. (SEE NOTE i FOR SPEPPC CRUM SSW 6792 0.04319/5' 0043 Vof .04811.r-ii, , REQUIREMENTS) ',Ye.,...--,(.--_... ...,,.....% , ; -15.4az aan MUM. ASPS is 8.400 ps.i. 9.500 p.xi. (3) HV PIN 0 OR 0 W/ 1/2" CO. 1/16" THICK S.S. WASHERI 41:74, i I RlDaata.STRFa.001 AT a90 MN 0790 , 12.500 usi. 13,403 ',AS. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. II FLEXPRAL WIMPS 841906ASPS 0190 340,030 p.s: 345.000 3..3.2 SHEET 0 11 Jr, 9310160 aoo asi-trAvaassultagmaXM 99011 0259 IS 12-05 17 ri-a/in WHEEL CARRIAGE DETAIL 1.70 SUNS OMITS 20144 192043 4720 64.5 3 USX MTS. OREMBLY LAYOUT P.Alt OF ate= 65.14 0635 0,CLASS 0..1 CLASS SELF WIMP AMP 61929 MO'V , 950.F 23.33E2P212: A.51u 0155 .10.192£psnrcni AMA 99)6970909 2910 635 8302 ual 8840 8.32 ODHV BLADE SOLID & (A •HV WINDOW BLADE DETAILS 111432.3161255 842011 PCAPIERNO AS114 638 8461 p.60 8360 pai. N.T.S. 0,,torn,,,,,,,,,,,,,,.... ,s0;451A.IP 02,.., FLORIDA BUILDING CODE(Hop High Velocity Hurricane Zone) .0,Icy' ...... , ... esv-....\c, N,9.-.. -.pl.- \, e -.. • 'D. 02017 TILTECO.INC. OD 2017 EASTERN METAL SUPPLY,INC. - 0.' . BERTHA HVTM • :,,,,,,„ ,,„„,, ,.. 1 z i .-14,---1 / l'ILIECO INC. \ A.S.S.A. Accordion Shutter System RV. MAX ifi Wf CR W/O-H.V:vANDON BLADE 1...s.: American Shutter-Systems -.... p•• 6kØ 4,,,i TILLIT TESTING & ENGINEERING COMPANY RV.N, DESCRIPTION .DATE DRAWN IFD L.C. Association, Inc. i OLD 15-065 07/27/17 DATE: 07/27/17 HAx.38/,St.Stu 305,MRCVS%eARDENs,rueso.k 33940 . ,Pboo,.:Ms)87,1-1530.Fax:(305)871-1531 4268 1Nestroads Drive -i--. DRAWING Na • \ /........ ‘N,S. itt -.-- OltIAL t. 00 e-.602:1.2160306134.corn ER-0006719 . West Palm Beach, FL 33407 3 - 17-107 -......"„..,,, WALTER A,11911 Jr.P.C. 4 - FLORIDA Ga.#44167 s SHEET P.E. SEAL/S1GNATURE/DATE . 20 . . . . ... ._ - . � � /� _ 3.2. a ��•,(��' "b *NOTES ON HV LOCKS AND CENTERMATES: p' Lj' �J' Li` ` 9 V' tJ" `�" L:l' I .f o.9.Cv,� 1, WN1ATORY CONDRION Ii;ONE MV LOCK 2r�'or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN ^L OR I2'ABOVE OR B OW 2 OF SHUTTER. SPAN FOR SPANS UP TO 105'.AND FOR INSTA 1 TIONS AT ANY I ELEVATION: NV LOCK J or MAY BE'USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 1OR 'j7 MIA CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAL) S:S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON F I - • - TYPICAL SHUTTER ELEVATION. ®„0,. �� IIP_ • 1 2. QN #1• IF DESIRED,roll BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16 aro `Nil �f LOCKS �S , QZ•9 OR DJ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 1 r LO A SHOLL BE AS INAICABE ON NOTE EI) A80YE. tl'v9^- - LOCA ION.OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MDe-N� 3. •1n..:- •..N.. 1: , ,. /1.D. .,: •E1 010,0,11 It .; ..Ila, „..k 0. •:4 !•.ill , N'A- O 'E� (0 �. s> « - /2 IS USED W/TWD H.Y. LOCKSL LOCKING RODS '. ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY �� II 4 5 6 OoN 4 BE USED IF DESIRED TO ENHANCE SHUTTER PERFO`MANCE. LOCKING RODS Q OR AN ALTERNATIVE DEVICE n MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION).; 3_^ 4. MIAUDATORY CONDITION 12•ONE HV LOCK LL '10 p(6 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN 9 G 611 1i� I Hyl. AND INSTALLATIONS AT ANY ELEVATION; HV LOCK(24 or fj SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, 55'' ATTACHED TD'k�CORNER CENTERMATE W/(2) 1/4'0-20 x 1/2' LONG FLAT HEAD S.S. M,B, TWO LOCKING RODS(i9 B$ AT TOP de BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ® 3 i II is> ber. B'''� 5. ALTERNATE TO MANDATORY NOQjON t1 VAl1D ONLY FOR FIV LOCK W S'lIIMETRICAL CENTERMATES LO 0,,4950 •`"� ?K OR�,(eafer ONE ALTERNATE AHVN LOCK MAY N US VQPI,RT,UEU OF HV LOCK_�or FOR TRI SPAN AND ■� - $ 52 �~ INSTALLATIONS AT ANY ELEVATION ADNATE LOCK Q§ NAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT GG� 1 - i Ee''ly S= OF 1/4'0-2D43/4 S.S.THUMBSCREW TO)OR @i CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4"ALUM. �Q2— S £ dg9 NOD-xvD g6a RNNUT AS SHOWN ON SECTION HVL, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 / ' ^E_a$P V a LOCKS AT 1/3 OF SHUTTER SPAN, 1.... I 6.MLANDATORY CONDITION 13 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE MV LOCK a or g'or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP r TO se, AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK.*or C6 or®MAY BE USED AS AN INSIDE OR 1 I I I ' I I fiju OUTSIDE LOCK,ATTACHED TO CI r or 0 SYMMETRICAL CENTERMATES W,/(2) 1/4"-20 x'1/2'LONG FLAT HEAD 5.5. SEE END---I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 'S`3 W/'S CONNECTION (u� 0> xi OR 0-TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON I0' Op H 0' 0• 0 L 0> 0' 0' 0✓ ©A I SHEETS 10 dr , 16 TYP. FULL 01 �. *NOTES ON HV "1" LOCES AND CENTERMATES: HEIGHT. ` OF CORNER - ' __-__ uxuunro wmnl. _' 1, q..• : IEE..l I, ........ .l ....I7 4.. , I... :4•E .1 I 4_� I •1i.11YE,..ti. r CENTERMATE �;,ONE ALTERNATE HV 'Y'LOCK 6. MAY BE INSTALLED IN UEU OF HV LOCKS®ORFOR ANY SPAN AND CI°RTC:Vp°®.®04(✓o4 „vloa INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK®�4AY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT �� '' OF LOCK i0 INCLUDES USING REINFORCING LOCKER QJ7 AS SHOWN ON SECTION HVG, SHEET 9,,WHICH MUST. BE 10,0.,©,O JCP©•t�1�I on \ CONNECTED TO CENTERMATES®AND 0 W/ I/4'A-20 x 1 1/2'LONG 5.5; THREADED BOLT W/ 7/8'0 x 3/32- 6 ' '1 '1�0+(6 • 7)•T WINGNUT OR'W/ 1/470-2001"S.S.M.S. INTO A 1/4'0o 5/8'RNNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12" O C_ •V ®•C.•�eR MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS TOP AND BOTCH IS MANDATORY. ©•®end•®4R0s •@on i).0rn'0• 3}onT9 I 04Cit•0 *NOTES ON we LOCKS & CENIERMATES: 1.HV LOC S((LOCK TOR 6 FOR HD PAN MATESD INSTALLATIONS AT ANY ELEVA ON,ALTERNATE HO.LOCOR t.32 Vi/ri) :ONE ALTERNATE HD LOCK .(,.D KA®MAY BE USED YSE USED IN UEU OF TYPICAL (1) HV BLADE SHUTTER ELEVATION AS AN,INSIDE OR OUTSIDE LOCK-ATTACHMENT OF MID LOCK Q1 TO®IS W/ 3 R8. 3/8"FM. S.S.M:S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT.3 I AS SHOWN ON SECTIONS HDR-HV&AND HDC-I-VC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS,0_-_-4,,IS COMPLETELY OPTIONAL I�d0T"""''�. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,` -IML Q�-<< .ik A.T�(/7'0 ©2017 EASTERN METAL SUPPLY, INC. 02017 TILIECO,INC. s' \,NcFNs�....., BERTHA HVTM • - 3 } 1. t / IILIEC 'tic. A •SA■ Accordion Shutter System FLv, RADE#1 w/all w/O FLv NIKON o .. / / * American Shutter Systems REV No DESCRIPTION DATE DRAWN BY: LC. S• TILLIT TESTING & ENGINEERING COMPANY �� . � F ,f, •: 6355 IOC 350.n Ste.305,ARENA CAREEN.ROCCA Mice Association, Inc. 1 OLD 15-OBS. 07/27/17 631E 07/27/17 Zt) ' ....�. �� Phare:O05)871-1520.Fox,.(305)671-1751 4288 Westroads Drive ? DRAWING No .....<75,!....0..R..1. 1L ,- o,:eR•eoeoo'.00m West Palm 'Beach, FL 33407 3 s/ NAEN�'illl,l WALlERAfTRUrdr.P.E 17-107 FLORIDA Lie.1,54167 5 5HEE7 Pl. SEALj51MATURE/DATE 6- 5 OF 20 _ CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED CONCRETEREQUIRED {-1/4"A-20x3/4"S.S. CONCRETEE REQUIRED SHEET 13) ____, CONCRETE ANCHORS 1 MACHINE SCREWS REQUIRED I _CONCRETE ANCHORS 1/., �1 E A FOR iOVE{SCE uSUNnNO I/ (SEE SCHEDULE ON W/ 1/4"-20 I ,� QoN saw t} / j�SHEET 13} NUTS @ 12'O.C, 1 (SEE SCHEDULE ON SHEET 13) 1" // c L ` -i. .eOR )11T1 ,( f. Min. .1/4"D-2043/4".S.S.Ews '� - I Mon. { --iC E4 CEO USINGMACHINIf4CR21'NUTS { 1'2 —.7"--,r _ _ 79 '--EQ i EQ ((� Cpl l�e��J1 oR 10"..-1—j______ �tjri�,r,�, 13 f5 E.0.+ �U..11� �� .250'Max.Mox. 1" _P^_ 112111..21:" - _ '�' Neff'��•JJ H .250' ` U 7" 4 ht.. 1 � ' Lp'' �(N .250'Mox. 1,E D ! i �p�( (��j Ii �U tt I EDS .' p 1 Hq IJ • E„I' i N� '� jI I / 1 OPTIONAL UI ty I t 1 / - '..OPTIONAL 1t is o 1"'LIF as EO 1 OR . ( EX= Mi N.SEPARATION TO GLASS EXISTING ENCWa to FTR O Q GLASS--(SEE SCPE.OULE ON SHEET 11)-`•'—' EtALFS((I&{u� MIN.SEPARATION TS GLASS 1 s 1( _._. GLASS--^i _1, _ '—(SEE SCHEDULE ON'SHEET 11)"' I I It � Y EXISTING GLASS--L __ HV WALL HEADER INSTALLATION ® NV WALL HEADER INSTALLATION 0 HV WALL HEADER INSTALLATION 4- KEYSTONE • EXISTING r- .I — MIH.SEPARATION TO GLASS 'n n GLASS—' ITE' 1 OR C4. O EX151ING_i (SEE SCHEDULE ON SHEET 11) 1O Tiip SUITE'(5iE l.. ` MIN.SEPARATION TO.GLASS ISTNF w.s1 roa SHEET (SEE SCHEDULE ON SHEET 11) ED 901 18 fat T / i I+ t BALE@ h iS�A 3 EXISONG y I I' ,./-OPTIONAL s i [ GLASS-•-s E D."� r s �,ey�lt t- ! i .1/4'Mox. I E D -11/_,,,,L14-'-j t !' i t I"'"-'-' i s I ' r ! t t ....._.13 OR I I I( ``E;o Npll - IM i E. 0.+'II [!.1, !,.E.D A'- V I•- H i! �.�� 1 f2 LEO...:EO-1 .- -;LT'''', ;LT' —r fes .-I�%/2, _c_ ®DR�;/ 1• ! OR 14 _ 1 I/4"o-2043/4"S.S. / Min. 1 / 1 ® Pl17WPS TRUSS HEAD �' 1/4'0-2083/4"S.5.PHILLIPS L/ / _ ,/ EQ•ME4-^ CONCRETE ANCHORS 1tt �/7 7�� MACHINE SCREWS"USING i \,' ,....- —TRUSS HEAD MACHINE SCREWS ' t1---- '--CONCRETE ANCHORS i ' �••{ �-1'�18 I' I 1/4'-20 NUTS S 1Y 0.C. 1 (SEE SCHEDULE ON W/ 1/4'-20 NUTS 0 12'O.C. jJ1 s (SEE SCHEDULE ON SHEET 13) 3 r } Ntin. POURED CONCRETE ;SHEET 13) POURED CONCRETE_J .� } OR CONCRETE BLOCK OR CONCRETE BLOCK ' f J ✓ 1L,ONCRETE ANCHORS REQUIRED WALL REQUIRED A'''' HV WALL $ILL INSTALLATION J (SEE SCHEDULE ON 0 NV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL RE4UIRED a NV WALL SILL INSTALLATION HOTF FOB_COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ 1S ASSEMBLYSEE SHEET 4 FOR TYPICAL SHUTTER •E.0..a EDGE DISTANCE • SEE LIMITATIONS OF USE FOR FIV BLADE (SEE SPECIFICATIONS ON SHEET 13) BLADE to ON-SHEET iF "J H V IN ANY WAY T SECTIONS CAN,BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1A�L7,l/UAW, 111j1i.'(�It t�.I'/C(J)"-„ FLORIDA BUILDING CODE as Hight Velocity sUPPLvri Npne Zone) (T� METAL ,i,��u` `��•�n 'P'''?"' 02017 TILTECD.INC. �,y a F .,, BERTHA ■7VTM * 4 . ". ' / I IL IE C O INC. A . '� A Accordion Shutter System ■ ■ ■ . H.V. BLADE#1 W/OR W/o.RV.WINDOW BLADE s, ,. f y American Shutter Systems REV.Na DESCRIPTION DATE DRAWN DY: L.C. ' ''4p Y� /. ..4,,ti 35LUT TESTING & ENGINEERING COMPANY Association. Inc. I OLD 15-085 107/21/17 DATE: 07/27/17 + COi2I Vt`- 4c 11 S355 14.W.38tH.SL,Ste.3M,l.P.AM1IA 1(33515,FLORO1-103,33186 42 8 Westroads Drive 2 '� V. h Pnana..;,(305)871-1530.rax:(305)871-1531DRAWING No - �.'ION L.tk�0 I. a-4461: 44eeOa0aeaial.aom West Palm Beach, FL 33407 3 7-1{}7 '1 a r WALTER A,SLUT Jr.RE, '----.,„,,,,,•.''' 5 SHEET FLORIDA Uc./44187 RE.SEAL/SIGNATURE/DATE 6 . 6. OF 20 I . . , 1 CONCRETE ANCHORS POURED I.-"rsx . 0 OR 'ICY EXISTING 0 r UN.SIPARANON CONCRETE \ (SEE SCHEDULE ON SHEET 13) EXISTING HA To 0Ass 1n SCICARE 04 SILET .r , ., . LISET tOPEOULE '' REQUIRED mass--1 SNEET I H Ma OF —' ...b.se.cunott o ,ii' 1 ' m cuss 1 IT-PM SOTED4.4 ...,,,., *ii LASS .... ON STCE/1.0 ,T ' . , •: ' * • ALTERNATE . ;t, F.XISTING / f ANCHOR ll=mso GLASS- * -,,,,., n -.qr.. . .. . ... ED EAE / GE OF 0* .Z., LOCATION 'IT I 11117-#10xtg"HEX011,145t1ER0 HEAD 111." 33/8/8 104.""j t",..... CONCRETE ANCHOR2S C ,.. ,. (SEE SCHEDULE ON SHEET 13) / ..' ' th IMO'Er / , /,•-•II MI -- , EXISTING GLASS—. 1 i APPUCABLE q SLAB IF ,0 atti SEPAPANCH T POURED 1 POURED FLAT HEAD CONCRETE ANCHORS TO wes(SEE i I :0, .4 CONCRETE E. D.* CONCRETE (SEE SCHEDULE ON SHEET 14) REQUIRED --i rizi-EsZE cr)xv - . REQUIRED al SKET ib ma 1 OR @•CONCRETE ' _FLAT HEAD CONCRETE ANCHORS Etxxs1D403 , : 4 REQUIRED• -E.0.1 E.D. (SEE SCHEDULE ON SHEET 14) (DI TRENCH INSTALLATION ..._..., VALID ONLY FOR UP TO +70, -75 PSE A.S,D. T HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER (B, HV FLOOR INSTALLATION t SCHEDULE iS, SHEET 11 0 HV CEILING INSTALLATION enseno . scc.sPARATIN, V i CONCRETE ANCHORS oLAss-I 'to cubs iNlioSTPAPHICP : * 0N7 0 (SEE SCHEDULEtsEE scHumus 1/4'0 OW Bounty teco5 w/ t,01551"1 1 1 "--*HOC SCNOINE SHEET LS) C) HA SKIT Ill 1' .il i.4 , EXISTING / WAN=THREADrom.4 EXISTING EXISTING--I GLASS-4 . ‘ TEEHvOboor CAT lire MAYAS 1 1/4" 1 GLASS---' MMM -6TrIL !lly , ft 0 . , F ti 3/4-Turf+.DLED:41:::-,(- . r— :1 , , --1(1-.J.=.-:„1,-.1,) O. . , N14• i . . i I . FT 0.C.FCR SPAM LARGER DON +7 I i . f.r1 w 111 PI.1 . . i / ' / , 1 4' ' '4'• ,C::) 6•-0"UP TO 1Y-NY*VAX APPLY-7 saver e EYLTif FASTINER HEAD ,/ COP.)(TOE ASIC EN/,,,, i____;,..16 , ' 1/2... S ' •..* 'Skiff 11 Fp?uNDADONs '.. ---- 3/fr . , #10x3/4*HEX tE„.4:,lo.... . t Aiki ! X. , ID C'R 0 " i - i ll WASHER HEAD I/ */: 1 11,CONT.SEALANT r-4 L-1.1 I .?"" ppll _ . Izz-TEX SCREWS - - 1 i 1 , . . .:;,•1,. ...`,'-:-:7'.. ...-1 #140/4" HEX HEADJ i 7- , , ,.. .. .. ,,1 .. -• -...',7;;;,-..,-;,::,,-..;\_1/4"4-20,3/4-SS..+S TEK SCREWS 0 9*TLC. w/ OR 1/4*0-20 S.S.M.S. CONCRETE ANCHORS 1,, 014.3/4'Sas. 1,,4/__.„___ NUT 0 9"0.C. (SEE SCHEDULE ON > r,), 1/1111ffliii V., t4...1 0 9'0. ..1. "" i SHEET 14) . 1.'1' , I‘r*.i...+•.-.............. „,. '• •• • ,. '.,' EXISTITS NoN STRUCTURAL ''-----T"--- . 1 / I (),R0 ,a, -.1.--I 1• \ ,/ :cc../ —DRO 'I / _ \ I i 40/4'F.H.5.0.S. ' . 2.00*MIN.„..,„, • MIN. • WALL MIN(GFCORA1WE SILL) CoNHAOC '1,-/ .•- , ''-''''Ll 7/81 ,,l 7/8--4^-' / -/ ''' i • APPLICABLE -' ,,,...\ -CONCRETE ANCHORS \--5EE NOTE 13(b) ""--'4.' "\ \ 0 r D.C. REOuRED POURED CONCRETE (SEE SCHEDULE ON 0"SHEET I POURED CONCRETE- ' E NOTE 13(b) ON . OR CONCRETE BLOCK SHEET 14) i-'-----', REQUIRED OR CONCRETE BLOCK REQUIRED 0 KEYSTONE MOUNTING INSTALLATION OPTIONAL POUREDCONCRETE 101 NV WALL FLOOR INSTALLATION 1). HV WALL WALK-OVER INSTALLATION 8111601481116014&S.D.DEVON PRESSURE:F64.-72 pat RAXIDULT SHUTTER SPAN 8....ir REQUIRED ®I-IV RAINGUARD INSTALLATION t Non, THIS INSTALLATION SHALL BE NOTE FOR COIARNATIDN OF SECTIONS, *C.D. 4 EDGE DISTANCE REMOVABLE WHEN PERFORMED . SEE UmITATTONS OF USE FOR ADJACENT TO . I-SEE SHEET 4 FOR rrRicAL SHUTTER (SEE SPECIFiCATIONS ON SHEET 13) IN OPERABLE EXIT 08 ENTRANcE BLADE 0 ON SHEET IN• INSTALLATION DETAILS W/ I HV BLADE -ASSEMBLY 2-MOUNTING SECTIONS CAI4 BE COMBINED ,0 . IN ANY WAY TO SUIT ANY INSTALLATION. t/',Ittj 1.)'...------------------- FLORIDA BUILDING CODE(Non High Vetacity Hurricane Zone,' 01'44. •... , , \NC EiVai:..,.4,-9).11"1 02017 TILTECO,INC. TEl 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM $ / "' ".. T. " 't. *'MPlyir,0-..4.' *i."..", , Accordion Shutter System / . ilLiE C 0 I-0..,,o „ _ aNc. \ A.S.S.A a RV. BLADE 11 W/CR W/O RV.WIWOW BLADE American Shutter Systems NEv,No DEsc41P1ION DATE DRAWN SW L.G. 1 ••'".... -,i4lif,„ ...,,.. TILLIT TESTING & ENGINEERING COMPANY Association, inc. 1 OLD-15-085 37/27/17 OHIO 07/27/17 01411A...:.,(94 6) 6350 RA 30b.St.Ste,WS,VACTRA DORMS.TIORDA 35164 - ........ 5.),‘•..........,\iro,t IN)00ce,(305)871-1530.Fax:.(305)871-1531 . a-ertn0:illtaca0441.com 4268 Westroads Driye West Palm Beach, FL 33407 2 3 DRAWING No 'tMAL tt\'‘' ' 4 Os EU-0006719 1 7-1 07 WALTER A,mut,Jr.P.E. FLORIDA IN,4 4087 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 SEE END WALL CONNECTIO DETAILS ON SHEETS 10 & 1$ ' * . SEE NOTES ON LOCKING RODS®,14V LOCKS®or® INSTALLATioNs vvi ® HV AND ALTERNATE NV LOCK(E7 ON SHEET 6, OUT sr ", IN I/7—EXISTING CLASS ** BLADE SLACK DETAIL NVF IS VALID FOR ALL BLADE IN/ HV CENTERMATES CENTERMATES APPLICATION WITH BUIDEO r .o.o.0.(:) .@,. 4) . # OR a SEE END WALL CONNECTION , I \0'13'41a-0'0*CP' r-EXISTING GLASS DETAILS ON SHEETS 10 & tri , „,,,,-' , t__ 4 (11 0+0..0.6-0.0--r - - ' , 3 1/4” ' r B 1/2" (6063-76 ALLOY)ALUM. • OPPOSING SYMMETRYCAL \ ANGLE W/(2) 1/4.0 TAPC-EIN ', 1/2" SS 4:::ti•@ ANCHORS TO CONCRETE t CEN ERMATES CENTERMATES MIN. SEF'ARAT1ON i (TOP/BOTTOM)& \ , 1 1 -"- IP OK3/4"S.M.S. LENGW H • .. .ot a 44 vizuKWpEll TO GLASS (4)#10x1/2'SM.S.TO TOBil ' ,,,,,, i HT, (SEE SCHEDULE \ AT E4,01 ANGLE.(TYP) "---I - ''''' * 1 N at, 1 fs, ON SHEET 11) , all \ IIIIIIIIIIIIIIIIIIIII\ ^ II?) C0114 M * B 1.4111, / c--‘ \ 0 0 \\‘1111117----crY I-0. ....._..........._ , s &mow 343.0,0.0a0.061 4:4 '777/Pl '.— -mieir.- W.) ----0 ......_ .. 0 HVB --Impr " OUT 0 g"* " HVC :.... -@-0-0-3.0- HVA0-0c.0.0-®.0.0- EXISTING GLASS r-POURED CONCRETE OR CONCRETE BLOCK WALL O.® `0)°0•0•Ckr" e 0 r 0:::0 or,at DSO.0 os r REOLIkED , •,.. 0. EXISTING\O0.43*@CPO.63 om I S YM:.4-ET 141 C Al N — — -Ass . 0.4) 1\ ... 1 CENTERMATES I N MIN.SEPARATION TO GLASS 0 MIN. SEPARATION 4 * x \t__HL t0c_,..___1. • ) ainTinre. O 0R) 0*Om O•CNC).q2.)4' (SEE SCHEDULE N SHEET 11) , TO GLASS @ ' ©.1\ \ (SEE SCHEDULE IN (INTERonotol_ ON SHEET 11) ' IOR) / OUT L L 444%\,i _ _ _____. rAill . , ., . .... L.-..„ __ — .. \ 4111171 IV\ mom. /„in O. ' • . A../,-,,,,, ,.. .< .\\1,9: 1M., r4.......- -:'. 2' 6,- —i..irc!, , ‘,... -' ._...... "'tali= 1111111.111111111111111111111 4111111111111111111 II * c co (5 0 Lg -q3t co (I) %-, OUT or 6 1/2"MAX. IU) OUT J , el ( 12) (DirenioR) HVE HVF** _... HVD .,, ,„ ov 'a 14,rp.--, FLORIDA BUILDING CODE(11 HighV _on _elocity Hurricane Zone) —.....—. 1 t ri.(f .. 1...1zh,,................,,V.. G2017 mrEco,inc. 02017 EASTERN METAL SUPPLY, INC. ." \,\UNS4t,.. ,ii,.. BERTHA HVTK, *:. '" IILIEC 0 \ A.S.S.A. s Accodion hutter System • ! i ...* ems 52"NaESCRIPTION DATE PRAWN BLC. , I III C. H.V. FLADE#1rWO FLY.WitCOW BLADE American Shutter Systems Aire*..) ker 1: TILLIT TESTING dc ENGINEERING COMPANY ' . .... Y: Association, Inc. t OUT 15-085 07,127/17 ems: 07/27/17 '',?,0%.... onm.', .i.- 4365 NW.Strh.St-Ste.305.VOLT)CAROMS,MORO,331615 1,.. . &, Y. Shona (30 : 5)871-1530.Fox r(305)871-1531 •4268 Westroads Drive 2 DRAWING No .. .......... cr',-, West Palm Beach, FL 33407 3 %., /CWAL 0. 'it ES-0206712 1 7-1 07 4 ' WALTER P.TUX Jr.P.S. - ''',,e,treff.... FLORIDA Llt:1 44167 S SWEET P.E. SEAL/SIGNATURE/DATE _ ._ 6 - 8 OF 20 -- . _ .. . _- — ALTERNATE INSTALLATION W/HV "T" LOCK ®). HV . MALE/FEMALE. "T" LKS CENTERMATES @ . - it OC LOCKERS W/ I HV BLADE * SEE END CONNECTION QUAILS ON SHEETS 10& 18 INSTALLATION Cl) HV BLADE OUT ----. { IN `17" ` *mg:coSTACK DETw.M.MICK=ON 2600 8. W/ HD CENTERMATES (P . 0 , 63 I u VSu.AS atiN£RSAi.FLOAIWG a OC CI DCTNC 662-MVO. ®w E�•O.sw�$�aw j Q+0 1,,,,'O ON m,s SIIEf"T NMY 6E USED WRN.145 N.TERNA7E ECTION i �tOw�w�.63.0.03„, 166-14UnDN DETNI NW^mown iN Oils SHEET. pETAILS ON SHEETSE END WALL 10 & 1 I ©•0'©'0'0.3' ii I 0"G0 ®+0' 2 a,lraw f' @"� 0w0•® 0663-16.6g7)Kum. * 0 r d L. A•FtC W/%Im TTOO)E I ere.. 'i (OPTIMAL) t j tDPn�.- ANCHO (4)110$1/2'$"8.5.10 11USE , 11045g 5.8.2.0m12r. Mc IN r __ AT EACH*MC CM) —(P i —`1 " „T(4)"M.V. u.P.sTAR4fgN ED 30 HV 'T" v oi)isH(rYP3 � ` 7N4. PHT5 MP.)1�� (610 Gun SCH ONAc cy LOCK (INSIDE) PIM ' *� a+=nm » ^1 tii 0 .c'. ..___ �_� w' i .--t_>—_4jji0 11111111111111L,;__L 1911.„, 111 V AIL � 0Aa1101111111011111.1 1 _ >iiii..►�I� `"irilitig"I� wf`-a�IL OIL ._..unowar L.��m=mo■b.. .i�r■ _ . r"✓ • OUT its' 3j no 32 c(�oa3? 3j DRe GF 3j Due * 6 `' 1/4" 0-20 x 1. 1/2" S.S.M.S. 0 e* (CP1i0ISC) SEE NOTE 6 FOR NV LOCK OUT HDC—HVC • * ►_+< W/ 7/8"0 x 3/32" WINGNUT. (oPnaNAly HDt3-HVB �� 't"LOCK,ON SHEET 5. 0 HV "T" LOCK (OUTSIDE) 2 SYMMETRICAL Hi E E, ,• _ SYMMETRICAL HO CENTERMATES W/ LOCK (EXTERIOR). W/ et, ONTERIOR) f SERIES 4444 ALINEN N HVG* (2024-73 Aliso)LARGE FLANGE THIS -0-06 •0-C>0 0•®w SHEEP NUTSERT.PMT 6 0620. ,�".�,��yy AS RNNFACIURED 5Y ANSEL CHERRY ,f/—10•0O°0�1•.y/�'�`�,/.©w TDNOPN,PARSIPPETIY.NEW JERSEY' 0.•O.ti•.lwl:l•11•�w 07041 OR MAL, ^ ®• _ <3*(4/**0* w \ © *SEF NO1TS TN wawa ROCs(J�N 1810 IIX'<T OH 91081 5 -(y 0 l..-. ) ) -jeW' **t6V.ti£RS+S.Fl 511110.amLy WOK H2O-R61 0 04110 IOP NL CENTFA081ES 810PL<'A1 80 811$BLOC Nli HDD=HVDV* FLOATING STACK s 1))�))) .Fl k ryj"J''.,, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone', Ti S1" 44'`.11~► C 2017 EASTERN METAL SUPPLY. INC. `,�A V ••��(.C'�n. �,= 04207717LTEC0,INC. VC V�;''.•.: * / ` BERTHA HVTM 0g `"; I�L`` I inC. A■ ■ ■ ■ Accordion Shutter Sy • stem H.V. afire#1 W/OR w/o ay.%mow MADE -p• -`M's' a American Shutter Systems REV.Nr DESCRIPI ON DATE aRAwu er: (c ti 0 /2...,k4 TILLIT TESTING & ENGINEERING COMPANY're.' Association Inc T OLD 15-085 07/27/17 DATE: 07/27/17 ••. 0Y '�4.� ;1 6555 Nx.3815.St.,St 305"VSRC0114 C:+(0ENS.(LgSA{33186 . . PN014:(305)871-1530 Fax:(303)871-1531 4268 Westroods.Drive. 2 DRAWING No A+A \i iii T:1Rta8a0ASLaam West Palm Hooch, FL 33407 3 •~'—..-.."' L �AI.STT WALTER TILUT1 Jr.P.E. 4 17-107 FLORIDA Ua.>F 44167 5 SHEETP.E, SEAL/SIGNATURE/DATE 5 — --__ _- . _ _ -„9 OF-.20- - -_ , ,., POURED CONCRETE OR ' ,..." • ... • POURED CONCRETE . POURED CONCRETE OR CONCRETE . •, -CURED CONCRETE OR CONCRETE CONCRETE BLOCK WALL "...' OR CONCRETE -., ' BLOCK WALL REQUIRED — , -, . . / BLOCK WALL REQUSED ,. . BLOCK WALL REQUIRED / I . ,. . .• : . if,--EXISTING GLASS i , • ,... r EXLSTING GLASS , . , . / CONCRETE ANCHOR' .„ „,-EXISTING GLASS ,.--'' ,' . ,'' ,,,...” _ F '`•-• -'' ...• . .. _i__.,______s , - 2.,,,,,,. • EXISTING GIASS -1-- 7- _-_-, BIB"O.C.-1 ...' .'..! , . IAN SEPARATION e....---'' , • 7 .._.,__ . t '-:', j i-,-.1"-T-1.7, —r-5 , . ,2 MIN,. . ... • ,„ , i ..,' , . . 10 GLA. (GEE i • MN.SEPARATION /i 't 1 ..' MN.SEPARATION ,• p, , MIN.SEPARATION , .. , SCHEDULE ON SHEET ' / , .. ED '',.4. EQ '' TO 15/55(SEE .. ..... 11 FOR SASE OAND i ,. .• .• TO CUSS(SEE / TO GLASS(SEE , SCRECULE ON siar .,, ,. I 1 I I....- . SCHEME ON SHEET 1/16x3"MAX. .." II FOR RADE 0AND (606,3-.T6)CONT., I CAI SHEET 19 FOR , -- BLADES 0&9 _ . • ,, 11 F•CR SLADE OAND .„,.....'''.. 7 it Fos c" Ow -- iott SHEET 19 FOR 1/2' /Ir _TEST ION SHEET 19 FCR F. ..9-EET,,,,,,I8..,,,FCR ALUM.CLOSER I / \ 1 o-ctscos,0 ;„ , (LOCATE AT CO__,, ! BLADES 0&E.6E PLATE. (LOCATE 1/2.r/11 , ' / , BLADES 0.SE 9 MAIO SIDE . ! AT EITHER SIDE AIII‘D--'12 •A I I L ' - OF(0) 1 I i I I 1 4 USE 1"OR 2'MAX, I 11111.111 I I _li •, OF C)) 1/2"MIAL. , I i , #1041/2"S.M.S. / 1 ,I-1 A 2.1-5), _______,,,,2 CAS APPLICABLE)A2"x1/8"x0"-2" 1 000/2"S.M.S l'Z._, _ _ - --'' 0 la-O.C. 1 V --------' . )4•64.,.. ALUMINUM CLIP ANGLE 60.„ a le'c.c. isizi , — iii" ai\ Iffikiadki, .. ,,-- CO 'Mk i .., (6063-16 ALLOY)AT MIDHEIGHT Inlik, ! .., .. 1 (2)1/44,TAPCONS ANCHORS TO \ 1 / N I --.7 L,,,‘ i \ i SEE DETAIL X FOR_ SIDE CONNECTION/ c5 ' , 1 OR (fr'- i WALL AT 1"0.0. (LOCATE AT DINER SIDE OF(3)) , 1 0 OR Cet'‘. 1 icco-R-tfie -, SEE DETAILS FOR 0 OR 0).'••, TO TRACKS 1 , SIDE CONNECTION &"000'la' SEE TDETAIL 0 (84:4*'®"(><><.)-0°.10 TRACKS •O. 0'0',"0'(/)43'''' •@`*©"&"(3.113' SIDE CONNECTION TO TRACKS CI.@°"@)"tg•I'03.".0*. Q_CP @'''@"0.o.o. 0.0-ct-o.o.co- 0.0.o.o-o- ,- 0.0-3,13-0-(2)- (3-@-0.(3-C).(2)-, C).C4)-(X)-(3-0-3.(t9 (:) O'0+6 END CONNECTION DETAIL(I) END CONNECTION DETAIL LZ) END CONNECTION DETAIL I .END CONNECTION DETAIL 0 1 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0"1 /-POURED CONCRETE OR CONCRETE BLOCK WALL /-... EXISTING i • . . ' . • , /-EXISTING GLASS . • GLASS CD-'' REQUIRED . ' . ....„. ,..- (5 _______: -1 .:. _.., - 0 -1 . , :' #190/2"5.1.15,". i i ---, MX SEPARATION „ , ,, TO GLASS(SEE / , 0 16"0-.C. , r:1——— '''.7.-------_,,- , UM.SFPARAHON < -,-"" Eu 0 OROOR 0 OR , , SCHEULE ON 9-SET TO TI/NY(SEI II FOR SASE 0AND CONCRETE / \1/2"MIS. 6010511E OW SHEET , .ON SHEET 19 FOR ANCHOR 0 .' 11 FOR FLACCID/AID(DAN° E --' ' F"—T I I OR OOR(3)OR 3 , ' BLADES LIPIE Et CONCRETEIt cc. •. CN SHUT 19 FOR ... -- ,` : / Ma. 11 0 xi 1 " 1 antes 0 r,la ORO ANCHOR i I . ,..-EQ .....,_,,,,,,.., ' ... OW '55...5- Illiti.f\ i 1 a . • 17` E -7 . ; r,.7 ,. .,-----1 ' i•1 liFtk -—_—_ ...,' , - •,-—-:,..---' F.0 \ . all OROOR 0 OR t. /2"MIN. -,-- ____ ' ,, 2"MIN. / \ I 4 SEE LIMITATIONS OF USE,FOR -........, . ' BLADE 03,0N SHEET 19 0 ORODORT)ORC$OR0 VIEW V • i .., . ..., i „• , 6-., 6.,,! PLAN DETAIL X 0 OR (3'‘`\ i i 0 L POURED CONCRETE OR iQ-0.00-0-(>041.t-^ END INSTALLATION CONCRETE BLOCK WALL 'Q9)"t13/'"(2)"(0'1843/''' REQUIRED \ 0-0''&"0.0"(CO*" CO HV BLADE OR .f,A HV WINDOW BLADE INTO CONCRETE OR- CONCRETE BLOCK WALL. 03.@-@•C-0.0:P.. ,„,. 0.@-0•03-0,03 END CONNECTION DETAIL 0 - (a•0-0•6)-9,1€010M.T,ONNECTION DETAIL Lq,), .-(3*(g) FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; at io, /7 t, e. 02017 111.TECO,INC. . 0 2017 EASTERN METAL SUPPLY, INC. !A' -'../.\,.\ EN,Si."-.. ."2,:._. BERTHA HVTM .., ..„,:L'A_ "it, f*illkI ') / IILIECO _ _ I N C. \ ASS.S.A., Accordion Shutter System z ,..k. ...... , liv.BLADE 41 Wf.DRAVID-HAI.WNEOW mot elf-mitt) -,13,• e---•.... :At. . TILLN TESTING & ENGINEERING COMPANY American Shutter Systems WV%Na DESCRIPTION DATE DRAWN SY: LC.. Association, lac. 1 OLD 15-085 07/27/17 DATO •07/27/17 T.‘....2,.\ AZ fi,..,.„,..,b, ., .. „% aiss R.w.TEl st,v...365.VS0X1t CAROMS,FLORIDA 33140 ••••..(1 ..,,..!niw-=;.".„44...0. . Pho no:(305)871-1530.km:005)871-1501 4258 Westroods Drive 2 - DRAWING No ..........0 00 e-tneat sit...oitit,..itm West Palm Beach, FL 33407 3 AL Elt ..o EB-0006719 _ 4 17-107 WALTER A.mut.v.P.E. - FLORDA No.i 44167 5 ' SHEET _ P.E. SEAL/SIGNATURE/DATE _ , ' 6 ___-_, .-_—_10.0E-20.-. - - -- •• • _ __ _ . - - . . _____ _____ SCHEDULE #1 SCHEDULE 112 SCHEDULE.#3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" - MAXIMUM SHUTTER SPAN*"L+" • NOTES' (f(.). FOR INSTALLATIONS' / gY).1METRICcAI, OR "L-" (ft.) FOR DR "L-" (ft.) INSTALLATIONS JNSTALIATION�FGEt!(2 CENTERMATES & Or DJ or(� WSTALLATIONS W/ PO NC a SrrLMEfRIG", NTERMA c CONCRETE & WOOD (1) L+; MAXIIAUrA ALLOWABLE SPAN FOR A GIVEN W/ ONE H.Y. LOCK @ Or ® or or CENTERMATE . & +�; W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING, HD LOCK ®'N/ NO LOCKING RODS Or ONE HV LOCK. or or ((;Q OR �� L-:MAX. ALLOY/ABLE SPAN FORA GIVEN NEGATIVE CENTERMATE) 28® 29 W/ ONE WI NO LOCKING RODS W'/ NO LOCKING WALL A, B, C, D, E, M, N, 0, P, Q. As.O: DESIGN PRESSURE RATING. RODS4iL �,;� MOUNTING F, K & L R, 5, & V. HRODS LOCK 30 W/TWO LOONG (SEE NOTES 1.1 t) (VAL D FOR MOUNTING V.!. RODS 35 TOP & BOTTOM iti5EE - SHEET.7) FLOOR CEILING (2) PROCEDURE TO( DETERMINE MAXIMUM SPAN FOR mom { l 0 CONCRETE h 80x01) CONCRETE MOUNTING &1d• I, 1{, j T, U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: NAnvw CONCHEiT-&WOOD'INSTALLATIONS 0 wuuuw 0 ASD..Lvtr+ INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. Asn OES'N INSTALLATIONS A.S.O.FREDESIGN DETERMINE MAXIMUM SPAN l+' FROM SCHEDULE, vRE.KURE WALL MOUNTING BOOR COLING F;MONO WALL MOUImNG ,, FLOOR CEILING MOUNTING ;MONO RATwc / GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, I OR ) MOUNTING ('v W OCi 1 FLOOR/cDUNC MOUNTING (4,1°'`il I. FLOOR/WALL MOWING DETERMINE MAXIMUM SPAN -L-' FROM SCHEDULE: L A (DI L (R) L 4 (II) I-(R) Lf. (9) L.-.(n) I 1 (N 1-(A) 0 MAXIMUM SHUTTER SPAN "L+"OR "L-"FOR 30 OH LESS 16'-0" l6'-0' I6•-0" 16'-0' 30 16'-0" 16'-0" 30 16'-0' I6'^0" INSTALLATIONS INTO WOOD SHALL BE UMRED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.A.S.D. DESIGN PRESSURE RATING- 1 MINIMUM DETERMINED SPAN BETWEEN "L+"AND °l-". 35 14'^10' 14'-10" 15'-2" 16'-0' 35 14'••10" 14'-10" 35 15-2" 16'-10' 40 13'-10' 13'-10" 14'-2' 15'-2" 40 13'-10." 13'--10" 40 14'-2' ___15_-_2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR • 45 13' 1" 13'-1" 13'-4" 14'-3" 45 13'-1" 13'-1" 45 13'-4" 14'-3' t HV CORNER CENTERMATE 93 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS ' 50 12-5' 12'-5" -12`-8' IS-7" 50 12'-5"mm 12'-5" _50 12'-3' 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS 0/ FLOOR/CEILING MOUNTINGS: - 55 11'-10" 1I•-10• 12'-1" 12'-11" 55 11'-10" 11'-10" 55 11'-r 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION 92 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4" 11'-4' 11'-7' 12'-4" - 60 11'-4' 11'-4" 60 l0'-2" 10'-11' NOTE 95.SHEET 5. RATING: 65 IO'-10" ID'-10' 11'-1" 11'-Il" 65 t0'-io" 10'-10' - 65 9'-5' to'-1' DETERMINE: LI+G MAX. SPAN FOR WALL MOUNTING,INSTALLATIONS. 70' 10•-6' 10'-6' 1D'-N" 11'-5" 70 10'-.6" 10.-s- 70 ____B'-9- 9-4• • 11++ MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" '10'-1' 10'-4" _ 11'-1" 75 10'-1" 10'-1 75 - 8'-9" ttF-XCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'-10" 9'-10" lo'-0" 10'-9" 80 9'-10' 9'-10" SPAN '1•+"OR"L-'AND MAXIMUM ASA).DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE • PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE 85 9'-6' I 9'-6'-- 9'-9' 10'=5' 85 9'-6" 7'-6' RATING: 90 9'-3' 9'-3' 9'-5' 10'-1'_ 90 9'-3' 9'-3" OR CONCRETE BLOCK SHALL BE UNITED AS FOLLOWS: DETERMINE: __ r— 1- CONNECTIONS TO KEYSTONE. MOUNTING L1 MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 55 9'-0" 6'-9' 9'-2' 9'-10" 95 9'-0" 8'-9" LIMITED TO +64,-72 ps:f.,AND.8'-0" SPAN, SEE L2-m MAX, SPAN FOR FLOOR/CEILING MOUNTING 100 0'-9" W-4' 9'-0' 9'-7' 100 8'-9" 8'-4" MOUNTING 0ON SHEET 7.. INSTALLATIONS. 105 8.-7" 7.-11'. 8'-9" 9--4" 105 0'-7• 7'-11' 110 8'-4" 7'-7" 8'-7" 9'-2 110 8'--4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 6'-2" 7'-3" 8'-4" B•-11" 115 e'-2" 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "U+", +". -"AND "U-" 120 8'-0" 6'-11' 8'-2' 8'-9' _ 120 A'-0' 6'-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-B" B'-0" 8'-5" 125 7'-10' 0'-8' _ ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130. 7'-8" 6'-5" 7'-10" B'-I" 130 Y-8" 6'-5 WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 7 135 7'-7" 6'-2" 7'-9' -9' 135 7'-7" 6-2" MINIMUM SPACING: 140 7'-5' 5'-11" 7'-7" 7'-6" 140 r-5" 5'-11" ASTM E-1996 SEPARATION L 145 T-3' S-9' T-5' T-3' 145 7'-3" 5-9" - TO GLASS • 150 7-2" 5-7" T-4" T-0' 150 7'-2" 5'-7' _155_ 7'-0' -5'-5" _7'-2" 6'-9" 155 T.-0" 5'-5' - 1 1'HRU s 1 n 1617 6'-11" 5'-2" 7'-1" 6'-7" 160 6'-11' -5'-2' 165 • 6'--10'_--5-1" 7"-O" 6'-9 165 6'-10' 5'-i" - 170 6'-9" 4'-11" 6'-11" 6'-2' 170 6'-9" 4'-I1" _..•._..175 J 6'-7" 4'-9" 6'-9" -6'-0" - 175 6'-7" 4'-9 180 __6i-6" 4'-B" 6'-B" 5'-10" 180 6.-6_ 4'-B' CO H V BLADE . 185 6'-5' 4'-6" 6'--Y 5'-8" 185 • 6'-5" ' 4'-6" • • 190' 6'-4' 4'-5" fi-8" .5-B" 190 - 4'-5 195 6'-3' I 4'-3" 6'-5" 5'-5' 195 6'-3" 4'-3" 200 6'-2" 4'-2" 5'-4" 5'-3' 200 6'-2" 4'-2" 205 6'-1" 4'-1' 6'-3" 5'-1— . 205 6'-1' ,4TAA """".. .FLORIDA BUILDING CODE(Non High Velocity Hurricane -Zone; �� c,a. ... /7 7•-....C T02017 11LTEC0,INC, ©2017 EASTERN METAL SUPPLY, INC. 1' 41 .•......E:•" 4.�, BERTHA HVTM I L I E C O I Nc. \ ANS il SEAN Accordion Shutter System T "1F H.Y. BLADE#1 W/CR W/O Hy,1MMON BLADE .; / American Shutter Systems REV.Nb DESCRIPTION DATE DRAWN B1':NICDV./LG. a TAPE 1,,, ,s; TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 GALE: 07/27/17 �I y.-' 6755 N.W,161A 51,Sle.705,NR17NN CA'WENS,RMAt 77146 I (1 '•�A 4268 Westroads. Drive z. .� •,�ORIQi;,•.-...,:t.,--7.S''.- F6one:(]OS)871-1530.FO :(305)871-1531 DRAWING No �`'""u6/.0N y G�S y( e_me2;wlecvohvLeom West Palm Beach, FL 33407 ] ,1 7-,1 07' S�6NAl F�II'11 WALTER AEB-GTIILLL6?Jr.P.E. 4 FLORIDA U0../44167 5 SHEET P.E SW./SIGNATURE/DATE 6_ 11 OF 20 MAXIMUM ANCHOR* SPACING (in.i SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, 401 , L :ILI • : .. ::1. .4 . }:: .. . „9 .11. 64- 11: 4. :31I *: e. :MI ANCHORS SPACING LEGEND BLOCK i STALL- ON t� POURED CONCRETE .(SEE NOUNING5 A,B,0,0 AN NN SHEET 6) POURED CONCRETE/CONCRETE"BLOCK TAPCON OR MFum, ®WALL NEADMOUN71NG ®WALL HEADER MOUNTING WALT.HEADER MOUNTING ((}WALL`SW.MIN-WING ail WALL SILL MOUNTING (C de®WALL.HEADER/SILL TAPCON WITH ADVANCED W/p y//e{ ® W/QV W/(4) MOUNTI G THREAAFORM TECHNOLOGY 0 555.Imo 000610E EReSDRE 16056(14490.M069 1550105 PROMO RAM{(n1'A52L'0190R MIME MORE PAONO Asa 1R'SXt1 6ITE Main R091G p*3)53.0:11301 tEG8T4E.MS=0.41025 94;ASA T0F3421tMTfhE PFESSORE Rows(6t1) ALL POINTS SOLID-SET 30 40 60 75 0 120 160 205 30 ,40 60 75 0 1 0 160 205 30 40 60 75 90 120 160 205 30 -40 60 '75 0 120 160 205 30 40 60 75. 90 120 160 205 30 '40160 75''9 120 160 205 BLUE TAP 14 '12 10 9 6 6 14.'12 10 4 - "6 6r 14 12 10. 9' 6 6 14 12'10 9 8 6 -. 14'12 ',0 9.'8 8 8 5.5 8 8 7 95 TAPPERi- 3-0• 14 12 10 9 6 6 14 72 10 9 6 6 14."12 10 9 - 6 6 14 12 10 9 -8 -6 6 14 12 10 9 8 8 65 6 '0 8 8 8' OR LESS 14 12 10 9 ' 6 5 14 '12 10- 9 6 6 14 12 10 9 6 6,14 12 10 9 8 0 3 14 12 10 9 8 8 8 0 - 8. 8 8 8.5 14 12 10 9 ' 6'6 14 12 10 9 6- 6 14 12 10 9 .6 5 14,12 10 9 - '8- 6 14 12 10 9 8 U 6 0 8 8 8 7 to 12 10 9 6 4 14 12 10 9 6 8 14-12 10 9 6 6 14 12 10 9 7 - - 14'12 10 9 .8' 7 5,5 - 6 7 5.5 4 ,-O. 14 12 ./0 9 6 4 14 12 10 9 6 6 14 12 10 9 6 6-14 12 10,9 8 5.5 - 14 12 10 9 8 8 6 6 6 -_ 8 8 8 { 14 12- 10 0, .45 - 14 ,12 10 9 6 4 14 .12 10 9 .5 6 .14 12 10 9 .8 - - 14 12 10. 9 8 8 8 6 ' ' 8 6,5 5 14 12 10 9 6' 4 14 12 10 9 ' 6 .8 14 12 10 9 6 6 14 12 10' 9 8 - 14 12 IS 9 8 8 '6 8. 8.,7 5.5 14 12 10 9 '8 4.5 • 14'12 10• 9' 6 3,5 14 12 10 9.: - 6- 6 14'12 10 9 7.5'-- - - 14'12 -10 9 7.5 5.5 - - 8'7.5 5.5 .4 3 * SEE ANCHOR 5'-0• '14 12 10. 9 8 4:5 - 14 12 10 '9 I- 8- 3,6 14 12.. 10 9 6' 6 14. 12 10. -9. 8' 7 - - 14 12 10 0 8 8' 6 - - 8 8 8 5 9 !.- SPECIFICATIONS 14 12 10'9 5.5 - 14 12•10 9 4.5. - 14 12 10 9 6 5 -14.. t2 10 8 8 3 - - 14 12 t0 9 8 7 - 8 _8 7 5 4 14 12 10 B 8 4 - .14 12 10 9 5 3.5 14. 12 /0 9 6 6, 14 12 10 9 6 - - 14 12 10 9 8 7.5 -:8 8 7.5 5,5 4� ON SHEET 13 1412 10 9 5.5 2 14 12 10 0. 45 14 12 10 9" 6. 6 141 12 9.5 7.5 4 - -• 14 12 ,9.5 7.5 8.5 33 - - - 7.5 6.5 4.5 J.5 - s,-O. 14'12 10' Si 1 5.5 - -. 14'52. 109 4.5 14'12 10 9' 6 6 14 12 10 9 8 4 - 14 12 10 .0 8 8. 4 - ' 8' 8 8 8 7.5 14 12 10 9 3 14 12 10 9 14 12 10 9 5,5 3.5 14 12 10 9 4.5 - - '14 12 10 9 73 4 -6 74 5.5 4 3 14 12 10 8 5- - 14 12 10 9 4 14 12 10 9' '6 5.5 14 12 10 9 5 - - 14`12 10 9 8 4.5'- - - 8, 8 6 4.5 - 14 12 10 0 ' 4 - - 14 12 10 9 6.5 3 - 14. 12 10 '9 16 14 12 6 4.5 - 14 12 8 6.5 5.5 8.5'5:5' 4 3 - T-0`i4, 12-t0 9 4 - - 14 12 10 9 6.5 3 - 14 12 15 9 .6 14 12 00 9 '6 - - - 14 12 10 9 8 7 - 8 8 8 75 6 14 12 f0 0 4.5. - -. 14'12 08 9. 4 - 14 12 10 9.� 4 - 14-,12 10. 5.5 - - 14'12 10 8 65 - 8 8.5 5 3,5 - 14 12 10 8 7.5575 - - 14 12. 10 9 6 -114 12 10_9 6 14 12 10 6 - - - to 12 10' 8.5 7 - - - 8 7 5 .4.-" 14;-12 10 9 55 1- - -^ 14 12 f0 9 " 45 - - 14 12 10 '9 - 14 12 10.'7 '4 _- 14 12 10 9' 8 3 - 8 8 7:5 7 4 •SEE LIMITATIONS OF USE FOR . 8•-0 14 12 10 5.5 3 - - - 14 12 10 9. - - - 14 12 t0 9, 55 - - 14' 12 8.5 5 - - 14 12 8.5 7 4 - - - 7 5,5 4 - 3 - BLADE IA ON SHEET 09 14 12 10 9 5 - - 14 12 10 9 4 - - 14 12 10 -9 1 8 - - 14 12 9,5 - - � 14 '12 9.5 7.5 4.5 - - - 7.5 8 45 - - 14 12 10 6.5 45 - - - 14 12 10,9.75'- - 14 12 10 9 . 14 12 10 6.0 4 - - . 14 12 10 9 7.5 - ,,�1-4'12 10 9 - - .- fa 12 10 5 - 14 12 10 9 5S - - - . 8 8 8' 8.5 6 3 a�_D 14 12 8,5 4 - - 14.12 10 9 4.5 - - 14 12 10 9 7.5 - - - 14 115 4,5 - - - - - 14 115 7,5 6 - - - - 7.5 6 5 4 - - 14 12 10 6 4 - - - 14 12 10 9 7 - - 14 12 10 9 8' - - - 14 12 5 14 12 8 0.5 - - - - 8 6.5 5.5 4 - - 14'12 9.5 5 35 - - -'_14 12'10' 9 5,5 - - 14 12 10 9 8 - - 11.5 8.5 - - - - - - 115'8.5 55 - - - 3.5 4.5 35 - - )0,-0.14'12.95 5 35 - -.. 14 I2 '10 9 5.5 - - - T4: 12 10 9. ;8 - 't4 'x2 7 - - t} T2 t0 7,5 5"�- .-- 8 8 .8 73 4.5 -. 14 12, 55.:;3 - - 't4 12 10 6 3 14 12 10 9: 6. - 14'103 3 14 105 7 15 - 7 55 4.5 35 14' 12 9 4,5 3 "-14 12 10' 9 5 - - 14 12 10- 9 8- - - -' 141 17 - 14 12 7 - 24 12 t0 - - - - - 14 12 -10- - - -"103 8 - - - - - 20.5 8 5 - - - - - - 5 4 3.5 - - - 14 12 7 - - - -=-L-- 14 12 10 - - - - - 14 12 10 - - - -• 14.12 5 - - - .. - 14 12 10 - - - - it: ,2 4 14 -12 10 14 12 10 - - - - 125 8.5 - - - -. - 125 9.5 6 - - - - 14 12 6.5 - 14 221'5,5 14 12-10 14 12 10 8S 7 - - - - _ - 4.5 7 3,5 - - - - 4,5 3.5 3 - - -. 12-.=0. 14 12 55 - - 1.:•-•:71 ___ 14 12 10 - _ 14 12. 10 - - - -,14 12 4 - - 'ti.12 10 - - - - 8 8 8 6 3 N 112 3 - - - 14 12 8 - - 14 12 10 7*------,•:- $5' 11,5'6.5 4 BLADE- - { 1 , HV BLADE OR ( HV BLADE 1{.'12 " - - - 14 17' �14 t2 - - "' - 9 4.5 - - - 9 163 - - - 6 4.8 15' 3 ._ .• _. t./' (3._D. 74.'12 _ _ 14 /2 - _ _ - _ _ 14 19 - - ,4 ,2 = i4 i2 18.8&.5 - -.,0.5 '6 - 5 4 3.5 - Wf Cq HV- WINDOW BLADE 14. 12 - - - - ,a. 12.. - _ _ _ 14 12 - - - - 115 6 8 8 WORKING ING�1 4 3 - - - WIN UNISON 14'-0. 14 12 - - - - - - 14 12 - - - - - 14 12 - _ - 14 9 ----- - - - - 14 12. _ 8 B 75 4 - 14'7 14 12 14 11.5 14 - - ,4. -- - 14 - - - - - -7,5'- - - - - 7.5 - - - - .- - - 73 55 35 3+- - - - 14 _ _ _ - _ _ _ 14 14 8 '8 8'7-9-55 - - 15'-0" S4 - - - - - - 14 -. - - - - f.._.. '.". - - " - - - - - - - - - '- '- - 14 - ^ 14 - - 14 �- - 9 9 8. 7 4.5 JS 3 14 - - -, - 14 ' - - •--x14 - _ - - - - 10 - - - - 10 - - - `- - - e 75-5 a' 16:-0. 14 - - - - - __, 14 - - _ '1} - _ -r- _ 14 - - - - 14 8 8 8 75 6 3 - - --Z---:•11-7.7 _ _ 35y- FLORIDA BUILDING CODE(Non High Velocity .Hurricane Zone) ,4 14 - .• - 14 - _. _ - _ .. _ 14 - pp, 7'(�,$�.- 7 45 - - ,„944 c 02017'NLTECO,INC. 532017 EASTERN METAL SUPPLY, INC. �1`'''X'/'\ecE�I'- BERTHA HVTM A S S Accordion Shutter System y^. . n O/. : "i I I L I E,C O LN C. ■ ■ ■ ■ H,V. BLADE#1 W/OR W/0 H.V.1MNDOW BLADE 'a i7 4) i* Tuff TESTING & ENGINEERING COMPANY American Shutter Systems REV.Ne DESCRIPTION GATE '0915. 8Y: LC. U 6165 x.�r.36ta 5u,sta.i95;wecwea eNrosS.1taFnfu 33166 Association, end. I OLD 15-085 07/27/17 WTI: 07/27/17 .• 4268 Westroods Drive ,s: , { s Rhone,(3os)9o'1 ti0.e0.:.(ans)67i-1531DRAWING No {'61f A6�,,Iil!ID .''.�ZG,111 ,- o,:w1«5719 m West Palm Beach, FL 33407 3 1 7-1 07 S'ONAL'V�� 11 E8-0008714 4 ,1 WALTER A TILT m,P.E. 1 ,-'t FLORIDA L' B-44167 _5 SHEET P.E. SEXLf3IS3FtKtflREfdATE 6 .__. 1• `.OF.20.__ _- • • MAXIMUM ANCHOR* SPACING Do1 SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS,D.DESIGN NEGATIVE PRESSURE BATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNBNTs E.0&HON SHEETS 6 At 7) 1.ANCHORS TO SUBSTRATE SHALL SE AS FOLLOWS: POURED CONCREIE/CW4 EEE AIME POURED 1201.1CRETE (A) TO EXISTING POURED CONCRETE:(Min.Fa a 3 1181) MAsacis ©WALL SILL MOUNTING ©CEILING MOUNTING 8 FLOOR MOUNTING - 1/4"9 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT,W.BUILDEX.(Min.fc-3 Ai) SPAN ANCHORSA(31G jagtin - 1/41,x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY AU.POINTS SCREW,BOLT&SPECIALTY COMPANY. (Mtn. fc- 3 Ni) (0) 458.NES01=ATM PROM%SAM(9M)ASO,CESCM NEGINE PFSS'SM7E RABIC(9A}&SMA 0E968 NFOATSF PBESBNE RAW( - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC..(Min.CO_2 kst) 30 40 60 75 90 120 160 205 34 40 60 75 :90 120 160 205 30 40 60 75 90 120 160 200IAPCON AR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT it SPECIALTY TAPCOE WNH ADVANCED COMPANY'OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14- 12 '10' 9 $ 8 6 '55 14 12 t0 9 8 6 6 14. 12 10 9 8 6 6 THREADFORM TECHNOLOGY (Min.1<=3 AM) 3'-0` 14 12 10 9 8 8 8 6 14 12 10 9 8 6 6 14 12 10 9 8 '6 6 ALL POINTS SOLID-SET OR LESS 14'12 ID 9 8 8 6 8 14 12 10 9 B - 6 '6 14.112 10 9 8 6 5 BLUE TAP W/CAP NOTES: 14 12 10 9 8 '8 6 7 14 12 10. 9 5 6 6 14 12 10 9 8 6. 8 - Al)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ lk 12 10 9 8 7 5:5 3.5 14 12 10' 9 8 6.• 6 14 12 IS 9 8 6 5 TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 1212 to 9 8 8 6 9 14 12 t0 9 8 6 8 14 12 10 9 8 8 55 14 12 10 9 •8 8 .6 4'14 12 10 9 8 6 4.5 14 12 10 9 4 4 35 A.2)MINIMUM.EMBEDMENT OF 1/4'9 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'WTO THE POURED CONCRETE. NO EMBEDMENT 14 _12 10 9 B B 6'45 14 12 10 '9 8 6 '5.5 14 12 10 9 8 . 6 4.5 INTO STUCCO,SHA:L.BE PERMITTED..T/410-20 E.S..MACHINE.SCREW USED SHALL. BE 1.1/2'LONG MINIMUM SHOULD STUCCO - t4 12 10 8 7.5S5 3.5 - 14 YZ'10 9 6 '6 5 74 12 tO -9 -.e 5.5 •.9E6 UU AnoN5 or USE roti 4 EXIST,AND t`MINIMUM FOR WALLS WITH NO STUCCO: 14 12 10 8 8 B 6 0 14 12'10 9 8. 6 5,5 14'_12 110. 9 0 64.5 BLADE ON SHEET 19 • 5-0` 14 12 ID 9 8' 7 4 '- 14 12'10 9 8 6.5 5 3.5 14 12 10 8 8.5 ' 3.5 3 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 0 7.5 4.5 -. 14 12'10. 9 8 18' 5 4,5 14 12 10. 9 8 4.5 3.75 ANCHORS SHALL BE LONG ENOUGH,TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS,INDICATED ON 14 12 9.5 7,5 65 4,5 - - 14 12 10 9 ,8 7,5 5.5 4 14 12 10 9- 8 45 3.5 NOTES 0.1)&A2)ABOVE.-FOR INSTALLATIONS ON VINYL.SONG OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0'. 14 12 10' 9 8 8 ^6' -- 14 12 10 9 8 8 6 5 14122 10 9. 8 6.5 5' 35 INSTALLATION INTO ETES WITH METAL STUDS SEE SHEET 20. 14 12 10 9 7.5 5.5 3- 14 12 10 8.5 7 5.5 4 3 14 12 B 8.5 5.5 4 3 - 14 12 10 9 8 6 - - 14 12 10 9 8 6.55 3.75144 12 10 8.5 8 5' 4 -- (B) TO ECOSTNG CONCRETE BLOCK:(ASIti C-50) 14 12 8 6.5 5.5 '3 - - 14 12 10 0 -8 6.5.4.6 3.5 14 12 10 8 7 '5 3.5 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY LOW.BUILDEX. 14 12 10- 9 8. - - 14. 12 10 9 8. 7 5 4 14 12 .10 9 75 5.5 4 9 - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,DOLL&SPCCD0.TY COMPANY. 7'-D" - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 8 65 4 - 14 12 9 7.5 ,6 5.5 4' - 14 1¶2 9 7 7.5 4.5 - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED.BY POWERS FASTENERS,INC..AND DISTRIBUTED-BY ALL POINTS SCREW,BOLT&.SPECIALTY 14 12 10 8.5 7 4 - - '1A 12 10 9 75 5.5 4 - 14 2' 9 7 7.5.4.5 -- - COMPANY-OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUIIttt-SYSTEMS ASSOCIATION.INC. 14 11 7 5.5 4.5 - - - 14 12 '10 9 1,75 5.5 4'. - 14 12 9 '7 6 49 3 -8.,,,o. 14 14 12 I0' '9 8'-6:5 - - 14 12. 10.'0 '8 8 4 14 '12 10 8 85 5 3.5 - NOTES: 14 t2 8.5 7 55 3 - - 14'12' 8 65 55 4 3 - 12.5 9.5 6 5 4 3 BA)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 9.5 7.5 8 - 14 12 9.5 8 8.5 5 - - 14 12 8 6 65 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5'6.5 5 3.5'- - - 14'12 IS B 85 5 - -. 14 12 8 6.5 5 4 14 12 10 9. 8 '- - - 14 12 .10 9 75 4.5 - - 14 12 8.5 7 5.0 4 - - 8.2) MINIMUM EMBEDMENT OF 1/410 x 3/4'ALL POINTS SOLID- SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO 9'-D. 14 11.5 7.5 6 4 - - N II 7 155 9 3.5 - - 11 8 155 4,5 25 - - - EMBEDMENT INTO STUCCO SHA,.BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14'12 B 6.5 4,5'- - - 14 12 85 7 5.5 4 - - 14 10.5 7 5.5 6 45 - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11.2 8.5 55 4 - - - - 14 12 9 7 6 4.5 - - 14 11' 7 55 45 3.5, - - 14 12 ID 9 75 - - 14 12 19 8. 855- - 14 12 8 .6. 5 4 - 8.3)IN CASE THAT.PRECAST STONE,PRECAST CONCRETE'PANELS,PAVERS.OR ANY VENEER BE 105.1710 ON THE EXISTING WALL OR FLOOR. 10'-0' 14,10.5 5"3.5- - - 13 9.5 6S S 4" 3 - - ANCHORS.SHALLBELONG ENOUGH TO-REACH THE MAIN STRUCTURE BEHIND SAID INDICATED D WALL FINISHES.ANCHORAGE'SHALL BE AS ON . 2 - - 95 5 4. 3 14 11 75 55 - - - - 14 715 9 6 s-4 5 4 - -- 12.5 ss 6 5: 144''- UIR - NOTES B.t)&8.2)ABOVE.FOR INSTALONS�ON VINYL SIDING OR EFS WITH'OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 10.5 8 5 14 12 '8 6.5 5.5 a - 13 19'85 5 4 3' - - FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 12 10 .- - - - 14 12 9 7 , 6 4.5 - - 14 10.5�7 5.5 4.5' 3.5 t l•-O' -125 9.5 5 - - - 12 9 '8 S,5 4 3 - 9 7 145 3.5 3.- - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. • 14 10 7 - - - -74105 7 5,5 45 - - - 11.5 8,5 55 4.5 3.75 - - - 65' 7 4,5 - - - - 14 11.5 75 '6 5 - - - 12 9 "6 4.5 4 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12'-0" 14 1212 10"- - - - - 14 12 8 6.5 55 - - - 13 10 6.5 5 4'- - - ,EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS; 115 85 45 - - - - - -11 B 5.5 4 3,5 - 6 6 4 3 - - - MAXIMUM ANCHOR'SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED 8ELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 135 95 0 - - - 13 9.5,65 5 4 - - 10.5 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON.SCHEDULE 8111 THE FOLLOWING FACTORS. 8 65 - - - - 14 10.5 7 8.6 4.5 - _ - 17 8.5 5.5 4.5 35 - - REDUCED SPACING OBTAINED USING FACTOR.SHALL NOT.8E LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13' ' 14, 12 - 14 11:5 7S 6 5 12 9 6 45. 4 _ - FACTOR _ 1 ACTUAL TAPCON WITH ADyANCED. TAPPER + 125 6.5 - - - 12 9 6 4,5 - 9.5 7 5 4 - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP. ' 8 6 - - - - 13 9.5 65 5 - - - 10.5 75 5 4 - - - AV 8 • P_ PR DICTANCE THREADFOR,A TECHNOLOGY MIN.SPACING 14 12 14 10.5 7 U.S - - - - H 8.5 b5 45 - - - 4PL � ♦ E.D. MIN.SPACING- 3' MIN.SPACING-3- MIN-SPACING=3 1/2' MIN.SPACING-3' 3 3/4• 4' 14•--0` {1 t 8E.t4Q_ POURED CONCRETE dc.'mom coteRE E mom E DOC POURED CONCRETE.& POURED CONCRETE&ems coto ETE BOCK �'/� CONCRETE BLOCK *o.L ES•3 1/2'MN ElI.2 1 CONESERf BLOCK CONCRETE 81,0511 UK ED..3 1/2"wit ED•2 1/2' 115 B • 11 'e 5.5 4.5 - - - 9 6.5 4.6 - - - - 1.E,•Y' 1V A !O A ALN.E043' �� M,N.E0.•3 1/2' MN E0..3' 75 3' 1.0 0.90 h0 0.78 1.0 0.84 1.0 MADE WORKING .;2,1/2'. -. 0.81 1.0 i_`- - __ - 0.87 1 1.o IN UNISON�' - 1D 3/ - 0.71 - - - 0.51 7 __ 1 3/4• - ---0.91 - - - 0.43 - 74 - - - - - - 125 9.5 6 - - - - - 10 7.5 5 - - 1 H'-DA 1-1/2` 0.35- -. - 11p I1�' p '-BUILDING CODE p -'u 0.35 Hurricane 7 9.5 • 95' 7 5 8 6 4 -I+ CCtLMMi yy)_d FLORIDA BUILDING (Non High Velocity Hurricane Zone) '11111 p4"�`f1 A. Yy02017 • TILTECO,INC, G)2017 EASTERN METAL SUPPLY, INC. ' •''' ,;ceYy `'�-: BERTHA.HVTM !* 0o fi �e�6A S S T rm f'LC • a I L. G 4 1 N C ` ■ ■ ■ ■ RV.RADE#1 W/OR W/0 H.V.1MNDCMI ffi! E "1:J.,1 G►'* „� TIWT TESTING & ENGINEERING COMPANY American Shutter Systems REv_N4 OFSCRIPTIaN� GATE' DRAWN BY: LC. V. 41ArE cF •* 6355 1iN.38th:St.,Ste.309.1490110A CARDCl1S. 1.0504 33166 Association, inc. t OLD 1s-DESS 07/27/17 DATE: 07f27/17 d 4268 Westrdads Drive z. '> /•` .`- ,,qQ Phone (305)871-1530.Fax 1.(30.5)871-1531 DRAWING No rs^,I��RIDING`�k.1{+1 vatER�41A.Toosii9RAIT .Pe West Palm beach. FL 33407 ` 97-�07 . ./ FLORIDA UA#44167 5 SHEET P.E. SLft tal{4RE DATE 6 • • MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, p.S.D DESIGN NEGATIVE'PRESSURE RATING AND A CORRESPONDING MOUNTING"TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS I,J,K tz 1.ON SHEET 7) POURED CONCRETE P00801*CONCRE F./CONCRETE BLOCK ANCHORS SPACING LEGEND . MAMMA/ �i WALK OVER& O1�TRFNC3t OROJNGUARO MOUNDNG (JK WALL/FL0OR MOUNTING ©WALL/WALK OVER MOUNTING , __own G'�` 0 _ -..�__.... ._.� •.----.- TAPCON OR *PAN Asn.OL'7GN MOPS PRt'.SW7>£RAMC(psl.asa 1 hTORTA£ PA7010(}dtASD. {MUNE i FAiitA{pfri50 UEROi t�FE4111T t49S9AtE'1?ATWG(91f; TAPCON WITH ADVANCED {71} _1600.._ *20 0-75-1....._ 30 40 60 75. 0 120 160 205 30 40 60 75 90 120 160 205 30 40. 60 75 90 120 160 205 30 40 X60 75 90 120 160 205 THREADFORM TECHNOLOGY '74 12 10 8 6 6 12'12 12 12 12'11.5 8.5 8.5 7 7 -7 7 7' 7 '7 5.5 5 5 5' 5 5 5 -5 5 ALL POINTS'SOUD-SET 3'-0'1s 12 10 9 _ 6 6 72 12 12 12 72 12 9,5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 OR LESS 14 12 70 9 ' -'6 6 12 12!12,72 705 8 6 45 7 7 7 7 7 7 7 6.5 5 5 3 5 5 5 5 5 BLUE TAP _1s 12 1D 9 6 6 12 12 12 72 12 `10 7.5 6 7 7 7 7 '7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 72 10 -9 -6 6 12`12 12 12 71.5 8.5 65 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 14 12 10 5 _ 6 .6 12 12 12. 12 12 9.5 Y 5.5 7 7 7 7 7 7 T 7 5 5 5 5 5 5 5 5 4'-0' 1412 10 0 6 6, 12 12 12 9.5 8 6 4.5 3.5 7 7. 7. 7 7 7 6.5 5 5 5 5 5" 5 5 5 5 14. 12=10 9 8 612 12 12 12 TO 75 5.5 4 7 7 "7 7 7 7 .7 5.5 5 5 5 5 5 5 5 5 14 12 10 9 6 6 12 12 12 11'9 7 1 5 4 -7 7 7 7 7 55 4 3' 5 5 5 5 5 5 4 3 5'-0, 14 12 10 9 .6 6 12 72 ¶2' -12 10 7.5 5.5 4 7 7 7 7 7 7 "7 7 5 5 5 5 5 5 -5 5 14 72.10- 9 6 6 12 12 9.5 7.5 6 4.5 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 74 12 70 9 8 8 12 :12 -12 9.5 8 8 4.8 - 7 7 7 7 7 7 5.5 4 5`5 5. 5' 5 5 5 4 * SEE ANCHOR 74 12 10 9. 6 8 12 12 11.5 9 7.5 5.5.4 3 7 7 7 7 7 45.3.5 - 5 5 5 5 5 4.5 3.5 SPECIFICATIONS 6'-0" 14 12 10 9 6 6 12 12 12 10 8 6 45 3_5 7 7 7 7 7 7 7 7 5 5 5 5 5' 5 5 5 ON SHEET 13 14 12 10 9 6 6_ 12 12 8 6 S• 3 7 7 7 7 7 5,5 4 - 5 5 5 5 5 5 .4 3 14 12 10 _9 - 6 6 12 12 -f0 8 8.5 5 3.75 - 7 7 7 7 7 8 4.5 5 5 6 5 5 5 4.5 - 14 12 10 9 6 6 12 12 10 8 6.5 5 3.5 - 7 7 7 6.5 5.5'4 - - 5 ' 5 5 5 5 4 3 - 7'-O. 14 12'10 9 6 6 12 12 12 8,5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 "5 $ 5 14 12 70 96 6 12 10 6.5 5 4.5 3 7 7 7 7 6.5 5 3 5 5 5. 5 5 5 3.5 3. 14 72. 10 `9 _ 6 6 12"12 85 7 5.5' 4 - 7 " 7 7 7 7 `5 - - 5 5': 5 5 5 .5 4 - 0 VALID ONLY FOR UP TO +70, -75 14 12 10 .9 :'6 - 12 12 e.5 7 '5.5"4' 3 -" 7 '7 7 55 45. 3 - -' 5 5 -5 5 4.5 35 - PSF A.S.O DESIGN PRESSURE 8,_0,14 12. 10 9 6 - 1212105'75 6 4.5 35 - i7_2 7 7-.M7 7 4 r5_ 5 5 5^` 5 5 5 5 RATING 84 FOR SPANS PER . 14 12 10 9 6. 72 9 6 45 4" 3 - - 7 7 7 Y7 5:5 -4 - - 5 '5 5 5 5 4 3 - SCHEDULE 03, SHEET 11 14 12 10 9 6 - 12 11 7,5 6 5 3.75 - - 7 7 7 7,5 6 4.5 - 5 5. 5 5 5 4.5 - - 14 12 10 9 - - 12,1 1.5 75 6 5 2.5 - - 7 7 8.5 5 4 - - - 5 5 5 5_4 3 - - i4'72 10 9 - - 12 12_9.5 6.5 5.5 4 3 -,7 7 7 7 7 7 6 3 5 5 5 5 5. 5 5 5 9`-0' I4 12 10 0 - 10.5 B 5 4 3.5 - - 7 7 7 6 5 3.5 - - 5 5 5 5 5 4 3- 14 *2 10 9 ' - - 12 10 6.5 5 4.5 - - - 7 7 T 64 5.5 - - 5 5 5 5 5 4 - - `14`12 10. 9 - - 12 10.5- 7 55 4.5 3.5 - 7. 7' 5.5 4.5 3.5 - - ` 5 5 '2 4.5 3.5 - - - 10'-0.14 12 9 - - - 12 11 8.5 8 5 35 - - '7 7 7 7 7. 7 4.5 - 5 '5 5 5 5 5 5 45 74 121: 9 - 95 7 45 35`3 .- - 7 7 7 5.5 4.5 - - 5 5 5 5 4.5 3.5 14 12 10 9, - - 12 9 8 5 4 - - - 7 7 7 8 5 - - 5 5 5 4.5 5 - - - 14`12 10 9 - - 12 9.5 6 5 4 3 - - 7 7 5 4 3 - - 5 5 3. `4 3.5 - - - 14 12 10 9 - 12 10 7 55 4.5 35 - - 7 7 7 7 7 7 3.5 - 5 3 5 5 5 5 5 4 11'-0.14 12 10 9 - - 8.5 85 4 3.5 3 - - - 7 7 6' S 4 - - - 5 5 S5 4 3 - 14 12 10 9 - - 11,8 55'4 - - - -. 7 7 7 5.5 4.5 - 5 5 5 5 45 - - DE 14 12 70 9 - - -311.5 8.5 5.5 4.5 3.5 - - - 7 7 45 3.5, - -- - - 5 5 4S 3.5 3 - - COH V BLADE LAW N'LY 12' -0'14 12.10' 9 - - - 12 9S 6.5 5_4_`3 - - 7 7 '7 7 7 6 3 5 5 5 5 5 5 4:5 3.5 14 12 10 9 8 6 4 3 7 7 55 4.5 3.5 - 5 5 5 4.5 4 3 14 12 10 9 - - 10 7.5 5 4 - - - 7 7 6 5 - - - - 5 5 5 5 4 - - - 14 12 10 9 - - - 10.5 8 5 4 35 - - - 7 6.5 45 3.5 - - - - 5 5 45 3.5 3 - - - ' 13,.-0"14 i2 t0. 9 - - /.5 95 6' 4.5 3573 - = 7.._.7 7 7 4.5 - - 5 5 5 5 5 5 4.5'3.5 . u 12`..f0 9---` 7 5.5.3.5 "3 - 7 7 5 4 3 5 5 3 4 3 - 14 - 666� - 14 12 10 9 - - 9 7 45 3.75 - 7 7 5.5 4.5 - - - - 5 5 5 4.5 4 - - 14 12 10 9` - - -'10 7.6 5 4 3 - 7 6 4 3 - - - 5 5 4 3 - - - 14 12 10 9 - - - - 10.5 8 5.5 4 3.5 - - - 1 7 7 7 7 7 4 - - 5 5 5 5 5 5.1 4 3 14'-0" 14 12 10 B - 6.5.5 3 - - - - - 7 7 5 3-5 - - - - 5 5 5 4 ' - 14 12 10 9 - - - 85 65 4 7 7 5 4 - - - - 5 5 5 4 - -11-'- - 14 12 10 - - - - - '9 7 4,5 35 3 - - - 7 5.5 3.5_-- - - - 5 5 35 3 - - -r - 14 72 SO - - - - 10 7,5. 5 4 3 - - - 7. 7 7 7 7 3.5 - - S 5 5 5 5 .6 a 7 15'-0" N 112 10 - - -...6 4.5 3 - - - 7 7 7 4.5 3 - - .- - 5 5-.45 35 -. - - _ 74 - 5 5 3.5 - - - - - 16'-O" H. 12 10- - - - - 95 7 4.5 3.5 3 - - 7 7 7 7 6 3 - - 5 5. 5 5 5 4.5 3`5 14,12 10 0 4.5 3 - .7 6.5 S ,5 5 4 3.5 - - 14 12 10 - - -. - 7.5 5.5 7.75 - - - - - i?'N�v��y•"'r,-, - -4 5 5 45 _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 11... ,?0, ..1 J5, nl(�e_ 02017 1117E60,INC. ®2017 EASTERN METAL. SUPPLY. INC. \4p8 �',A,NCEN '•.. a BERTHA HVTM 4ti.• =- / I:L I E C 4 1 N G. ` A■ ..S■A■ Accordion Shutter System '' a RV.BADE#I W/OR W/O.H,V,1MN17C IW BLADE ' ,��,,{{�,,,�,��,// TICCIT TESTING do ENGINEERING COMPANY' American Shutter Systems NCV;No DESCRIPTION /27/ DRAWN 87: LC. /I 6F) *�, Association, Inc, • I OLD 15-Das 07/27/17 OATS 07/27/17 ♦ 6355 R.W.36@..S7..Ste.355,VA GIN(A Gmunms.ROR04 3316£ - 4 .4268 Westroods Drive 2 (� �, 'Ott Phone:(305)871-1330.F94 (305)871-1537DRAWING-Na - --- - �1'•'I. HILI. -. 0- o_m,;I:6Ne.ona... west Palm Beach, FL 33407 3 .�7_1 d7 .. 6666., £8-0111117 J --' �IONA4 E��''' VAL7ER A.CLLR Jr.P.E 4 '' FLORIDA Ua 5 44167 5 SHEET P.E. SMt3tBNA1'URE/DATE - 6 ' 14 OF-20--- ---- - • MAXIMUM A.S.D. DESIGN PRESSURE RATING (D,s.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 140UNi1NG5 ON SHEETS 16& 17). U 1E3 ...'C.--_,-I- F ..-c!....-1- E' SOUTHERN PINE 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. CD% 2 14M114F.16+0.55, FIR NORTH FIR SOUTH DOUGLAS nR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN, G=0.36 PLYWOOD MIND c=0.50 W/ W/ MIN. G=0.43 W/ MIN. G=0.36 uAXiuuu SPAN 1111 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS IA, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS 8.0. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS W & X W & X W & X P &'0 S&V S &V S&V 550®I 46106 51E791E 1494()556 0901 67 01E 165550 6614(d)uD 4501 9466 90040/494 01136 528 IG OE 91390 1016 I01 ASS 499146571 MAR RAC 951550 ((N) RY km A Imoa REDO MG b1)LSO.030110500 FORE ERC IR494 R 7 LVL GDE 16At 15 M 5i)4L55-7710•0R®FI PMC Ip1)LSD=II 6001E 0 04(PI 30 40 60,75 90.105 30 40 NO 75 90 105 30 40 60 75 190 105 30 40 60 75 90 105 30 40 60 75,90 105 30 40 50,75 90 105 30 40 65 75. 90 105 30: - 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 3'-0'ON LESS 12 10 10 9 8 6 6- 6 6 6 6 6 12 10- 10 9 B 8, 6 6 -6 6 6 6 12 10 10 9 5 B 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 17 12 4'_0• 12 10 10 9 6 0 6 6 6 6 6 6 12 10 70 9 8 B -5-6 6 6 6 6 12.10 10 9 8 8 8 6 6 6 6 6 6 5 4 < 4 3 12 12 12 72 12 12 12 12 17. 12 12 12 12 12 12 11 12 12 i 5'� 12 10 10 9 '6 5 6 6 6_6 6 5.5 12 10 10 9 6 B 6 6 6 6 6 5 12 10 10 9 8 '7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12_12 12'12 72 12 12 X12 12 1210.5 6'-0' 12 10 10 9 6 6.5 6 6 6 6 5.5 4.5 12 10 10 9 6 5 6 6 6 5.5 5 4.5�12 10 10 9 6 '3.5 8 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 '12 12 12 12 17. 12 12 12 12 12 12 12 12 10_8.5 7'_0' 12 10 10 9 6,5 4 6 '6 5 5.5 4.5 4-12 10 10 9 5 3 6 6 0 5 4 3.5 12 10 10 7 3.5 - '6,_6 6- 5 4 3.5 6 5 4 4 12.1210.512- 8.5"7.5 8'-0' 12 10 10 73 4.5 3 6 812 12 i _51,2: 12 5 4.5 3.5 3 12 10 10 4 - - 6 6 5 1.5 3.5 3 '6 5 4,-==. 12 12 12 12 12 12 12 12 12 12 11 9,5 12 12 11.5 9 7.5.6.5 9'-o• 12 10 10. 5 3.5 - 6 6 5.54.5 3.5 3 12 10 9 4 - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5'- - - 12 12 12 12 12 10512 12 12 11.59.5 8.5 12 12 10 8 6.5 5.5 10•-0' . 12,10 7.5 4 - - 6 6 5 4 3 - 12 10 6_3 - --6._ 6 4 3.5 3 -.12 10 3 - - - 6 6 4.3.5' 3 - 6 5 - - 12 )2 12 1211.59.5 12 12 12 10.513.5 7.5 12 12 9 7 6_5, 11'-0' 12 10 5.5 - - - 6 6 4.5- - - 12 10 4.5- - - 6 5.5 3.5- - 12 10 - - - 6 5.5 4 - - - 6 5 , - - - - 12 12. 12 12 10 8.5 12 12 10 9.5.8 7 12 12 8 0.5 5.5 4.5 12'-0' 12 10 4.5. 6 6. 4 - _12 10 3.5 8 5 3.5_..-...,,7.. 12 10 - - - - 6 5 3.5- - - 6 5 - - - - 12 12 12 11:59.5 8 12 12 11 8.5 7 6 12 11.57.5 6 5 4 13'-0' 12 10 - - -: 6 6 - - - - 12_10 - - - - 6 4,5 - - - -- 12 7.5 - - - - 6 4.5 - - 6 4.5 - - - - 12 12 12 70.58.5 7.5 12 12 10 6 6.5 5.5 12 t0.5 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 - - - - 6 :S - - - - 12 12 12 9.5 8 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 It 9. 7.5 5 12 12 5.5 7 6 4 12 9 6 4 - 16'•_0' 12 - - - •' - 6 - - - '- - 12 - - - - - 5 - - - - -.115- - - - - 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 -- • 3 HV BLADE OR 10 HV BLADE W/ 4 HV WINDOW BLADE WORKING IN UNISON. •SEE U ATI NS OF USE FOR BLADE UA C.9 SY[LT 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WAIL,F1.009 OR SOLID W000 SOFFIT SHALL OE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLO9NG: -SOUTHERN PINE No.2 W/5.0.55(14.0.5) - - 1/411 TAPCON ANCHORS,AS MN4UFACIUREO 8Y 1.T.W.9010.08% W/MINIMUM EMOEOMETIT AS INDICATED AT -DOUGLAS FIR W/0.0.50(5.DS.) EACH SECTION ON SHEETS 16& 17. 5PR006 PINE 119 6091H W/0.0.43(N.OS.) EXCEP11014,SEE NOTE 2 BELOW. -SPRUCE PINE RR SOUTH W/0-0.36(110.8.) -MIN, 1/2'.CDX PLYWOOD(1986 APA) 2-ANCHORS TO 401LOW GERINIG SWILL BE A5 PER 14061411NC TYPE U,SHEET 17 AND SHALL CONSIST OF .LAI!SCREWS A5 PER 1105 2015 SPECIE/CATIONS. 4.ANCHORS 5150!.BE INSTALLED FOLLOWING ALL OF THE RECOMMENOATONS ANO SPECIA1CATIONS OF IRE 0501406'5 MANUFACTURER ,,AA1AA"'AA414•,. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone', r 7/4 W 2017 EASTERN METAL SUPPLY. INC. 1111,``,LA ..,(/)* / '' • C2o»nLTEco,INC. ,91 ''�\CENSi;..,4/�;z BERTHA HV TM �+ Accordion Shutter System i �; . IILIECQ ZINC: /y■�■�7■/y■ Kv. I3lIDE#t w/QRW/O.l{v.wtwavl 1 F 3� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REF,No DESCRIPPON DATE DRAWN _C. ^ Association, Inc. 1 an 15-085 07/27/17 DATE 07/27/17 4/',,. A. 61,55 N.W.361N.SI..Ste.ZG3,6wGRa GARDENS,FLOW.33166- - -- �,, --,,tQ 1 Phone:(30S)871-1830.no: (305)871-1551 4266 Westraads Drive- .2 DRAWING No (POtflD ..(��.$c. E1 a-ma�Olile550050.com West Polm Beach, FL 33407 3 ONAL -0541 WALTER A TWT sr.P.E. 4-0009719 1 7- O7 r FLORIDA L:c.1 44167 5 P.E, SEAL/31PytIATURE/DATE- SHEET 6 • 15 OF' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & @ HV• BLADES (AS APPLICABLE) 1 MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH 1W BLADE Q ONLY SHALL 'WALL FINISH BE LIMITED TO 105.0 psf. A.S.R. DESIGN PRESSURE RATING. SEE SHEET 19 FOB MAX SPAN & __-_. , •-...., .1/4'P TAPCON DR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE ®& 0 WORKING. IN UNISON TAPCON WITH ADVANCED THREADFORMTECHNOLOGY - - I.i 1/4"0 TAPCON OR 1 ��~ Y1/ I f/2'Min. PENETRATION �� 3II TAPCON WITH ADVANCED THREADFORM TECHNOLOGY . .4.....7---:. OF THREADED AREA TO ��,„�"'� f WI 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISIING P f1N.�PFFWION �+ i!.- Ir /I\ ! EX/STING WOOD HEADER. ,-- �.) I W000 HEADER.'(SEE SCHEDULE ON SHEET IS) ( TG. c ( 3 ,' 1, OR I ' (SEE SCHEDULE ON SHEET 15) '. S - I I/4'0-20x3/4'S.S.MACHINE S 5150(55 ON SREL7 • J 1 ' J, � �-�, ' l �'FI1� / I I .- i ) 18 / SCREWS 1Y/1/4`-20 NUTS !`—11 FD'i EIALE cpAnc—:_- I 1 a ,' .,1 11 .-/7 oRfl dl ;+ I I _ iu � // 0 12"O.C. I ON S`EE(is FOR I t I l' I / i ', 1 �V7 �Y4 I i I j)/- 1 Mn N EXISTING I BLADES C>}&� 1 t ; ' z ramatiK , azt�1tllt\l.t'I.t.�� GLASS,--,et 1 :. ,•. 1 k� 1 , Iii / � >✓-, I reALL7 It' �:r f trek� NN a I E il' '1 • i7 n T C�IIj k FINISH I I it!II III nn I•^ �b u X��E 1�1OH _..—,f —". 1 . 11.._,..1.n:! _�I � LTi --J ,1•••. 1-1-"7-r. LJ IJ I I 1E - } .1 Lr-OPTIONAL n 1 i • �,. \ I, WALL I ' h EXl5TiN0 MIN. I `,,...,f' FINISH I I I 6 i 1'1}1< .1!'t •� •00R `,l 9 V 2'x4'WDOD /'� �" E%ISTINC MIN. /` 9 l� HEADER REQUIRED - OR Cr 1 2x4'WOOD I I 1 1 c* i 1/-4--o TAPCON OR TAPCON WITH ADVANCED I H HEADER REQUIRED ILII t i � II EXISTING I MN.SEPARATION 4 1 1 I 1 ! - -0 r iI 1,k, I {il, V L :{ -V.,.PENETRATION TECHNOLOGY W/1 1/2' GLASS 1 QASS(SEE L i R I v I I ' I I MYL.PENETRATION OF THREADED AREA TO L SC1G,DtnE ai SHEET i 551511NG 1 MIN. SEPARATION TO GLASSER. I { i \ iltl 11 (SEETING WOOD SCHEDULE ON SHEET 1 11 FOR BLADE QIAND GLASS (SEE SCHEDULE ON SHEET 11) I t •1I 1 I15) OR SHEET 19✓FOR i ..._. r 1 t i._�; 2•x4'CONT. SILL 1 BARBS ry& 1 J ii, 1 'I PLATE REQ'D. 1/;,� ®HV WALL HEADER INSTALLATION ®HV WALL SILL INSTALLATION �)HV WALL HEADER INSTALLATION T— ' IAF :}I a EXISTING 1 LAIN. •SEPARATION TO GLASS 1 I I I �5 —� LAIN.SEPARATION TO GLASS t' f�... GLASS-1 I I; I; DU STING I (SEE,SCHEDULE ON SHEEP 11) : 1 r 0 EXISTING i (SEE SCHEDDLE ON SHEET II)-'--"1-� 1 F 3_() MIN.SEPARATION TO GLASS i t GLASS—F i i" f WOOD PLAT (SEE SCHEDULE ON SHEET i t) 1 I 1 GLASS ( : x REVD. i F1 I I _ ! 1 i 1 ' i 1MACHINEA �SCREWS.S I I I 2 1, `. -,1/4"o-20x3/4"S.S. 1 t _ I USING 1/4'-20 NUTS 1) ;7111- 444_4 ' 7 I... 7' V 4; 1 v (MACHINE SCREWS W/ 1 I {I ".vr. 1 3;..,. .11 4"-20 NUTS 0 12' V I 0 12'O.C,— FINISH LL. I.; �'�, tt .t O.C. I I I r.1- 9-.-.-...._...,,,,�. I 1 J ! j ✓ ,! �OR18 1 �__ / �OR18 1 os 15 i11 rAIILckr .._-r / ii .•E 7/ —LIRA --C°R W` 1ft �,,..' JI ii�� 2'x4•CONT.` I WOOD PLATE ): ' 1. 1 i I' 4 2111�1Ut1 I O E0 1 F S i _... ` I.{ 0.., QI T ft _1"Min. I r t I I REO'f7. t ,�i I 1'Mnt. '•-'S_ \ er it {*\111, ` rv� I 5 4 ,/ y It '4 Ip I/4-0 TAPCON OR TAPCON MATH ADVANCED )y q k. ORO) • 11- 1 t I III I V I,I t THREADFORM TECHNOLOGY W/1 1/2' • 111 i1 `, 1 1-' ILII ; 1 � 4L\\ t 2'x4 CONT 4 - Min. PENETRATION OF THREADED AREA TO r;1.', 4. I I VI k I .L_Ti 1/4'S TAPCON OR TAPCON WITH ADVANCED 1. I t !I _ l� {. SILL PLATE, 't{3-I t; EXISTING WOOD HEADER. t S. t,\ ,,3,VV t {' ".,,l THREADFORM TECHNOLOGY W/1/2' 1 j t...._li,,.` 41 L IJJJi i/4'a TAPCON WITI4 OR 1-SEE I ` '-I RE0 0 III 1\ (SEE SCHEDULE ON SHEET 15) 4 TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICALI I; ll�� i Ij } ;3•1 Mtn. SCHEDULE PENETRATION OF SHEET 15)Eb AREA INTO PLYWOOD 7 I, 1 t`, t. v7ALL FINISH I �!._..,.--.14 II I `i.. 1/2'MN.0071,5 T/r Min.TECHNOLOGY SHURER ASSEMBLY, - _._: (SEE SCHEWL£bN SHEET 15) £XTSTNG'MtN.2`z4' } pLW:00D REO'D. � W/i J2'Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE STUDS 0 16'O.C.MAX.A„ WALL F-N1O ' THREADED AREA INTO EET 15)D COMBINED.IN ANY WAY TO 1/2'MIN..COX PLYWOOD RECD. REQ.D.PLYWOOD TO BE (SEE SCNEDtiLE ON 5HEEi tS) sort ANY 1NSTALI:ATTQrI. ®)'IV WALL SILL INSTALLATION -EXISTING MIN. 2'x4"STUDS 0 16"D.C.MAX.RED'D. ATTACHED TO STUDS.IN PLYWOOD TO SE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.G. SECTION 2308 OF THE 0 HV WALL SILL INSTALLATION •SEC u ATIONS OF USE OF . . RUI9 DE 1a ON SHEET DHV WALL .SILL. INSTALLATION F,BPEI:.0 li iaa:.s.,�_ FLORIDA BUILDING CODE{Mon High Velocity Hurricane Zone; 700 4'‘GR A. 5,2017 TILTECO,INC. 02017 EASTERN METAL SUPPLY.INC. - �t'.$Q .".".....)*•'..(i .-17.. BERTHA HVTM 4;cEAiss, ,..,....-2,, ,� . ' A '" A Accordion Shutter System IILIEC 0 INC. � .A.S.S.A. # / H.Y. BLADE#1 W/OR W/0 N.V.WPCOW ELADE G11 I�� TICCIT TESTING.do ENGINEERING COMPANY American Shutter Systems REV,Nu SESCRWXDU DATE DRAWN BY: L.C. '0' !J �y ASSOGIOtion, Inc: 1 OLD 15-085 07/27/17 DATE: 07/27/17 " 1)S A Vl„ ; &1St N.N.36N.S1.$le.30Q'A'AWNS...GARDENS.FLDPoDA 33766 ._ -_ 0 0 '••.� 4. 7! Phone:(305)671-1530.Fon:-(305)871-1531 • 4268 Westroods Drive Y DRAWING NO l'��n �Qf#j(}Q 4. st a-mml:uuec8719 om West Poirn Gooch, FL 33407 ---3- --....."9_ :-V.n `�.♦...t.............. WALTER A.DLLs' P.E. 4 17-107 P.E. EAL5 / FLORIDA TO.144167 5 SHEET/LIC/: DATE - ---- - _ - e- ----- --' - __.....- - ----16-OF-20--- - 1 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR T HV & CIA HV• BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE ®ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE TAT11\1G SEE SHEET 19 FOR MAX WALL FINISH ii I/4TO TAPCON OR , SPAN Sc DESIGN LOAD FOR INSTALLATION WITH BLADE(1) & g WORKING IN UNISON . -,--EQ-. SO —2,MIN. 8 I c1,-.. TAPCON WITH ADVANCED 4.1/8"(100.)EXISTING , -2----q,. , , ..,....y-T EDGE or APPLICABLE) r ----,,_--- .k-:,.... THREADFORM TECHNOLOGY WOOD BEAM,REOUIRED. ! i / li I . _ „_ i ,....----"''' ------„, I'CT' / 54/I 8/2-Wm.PENETRATIONTRUCTuRAL ADEOLIACY ,...',.„; il / ; t----___ ,,t--tzt 1/4"at-20A3/4*S.S.SOF cesnNo WOOD BEAM /,.....,/, I i „\ - ..'..in OF THREADED AREA TO . EXISRNG WOOD HEADER. L. "-Min PHILLIPS TRUSS HEAD 70 BE CERTIFIED En ,, '---,/I/ I MACHINE SCREWS REGISTERED ENGINEER OR / ....,--44., i --T• - .2--- 7.7.... .. .,-- Exisrit.c woo r ; /;•, ; ,-it' I O (SEE SCHEDULE ON SHEET 15) f • TRUSSES OR WI 1/4--20 NUTS ARCHITECT PRIOR TO '''''-k. ,A Ew !! I i/2- ;,—, A WIER 0 24T \ i . ', . • -....T.f .1 - •1007:01 ,4--.4-7rf----i -0 " v I' 1 /,. , 'if, ' ,....E,_..H. - 0.82 O.C. . Ali ,... SHUTTER INSTALLATION. 1/4"0 TAPCON OR t. 'A / /.''''' ' ___,.._____. ----_,F.;11111 0/2. — O.C.REQUIRED .!--7.------"T! 5----. ; .---- .: --.7------;------7- EXISTING sornt •,.:c,, ,., laurrave64 (E.,oRC) . ji -,!45.7..- w TA:coN WITH ADVANCED 7"-2 „,........3/ / / THREADFORM'TECHNOLOGY , ...0 //, . , V ...I ..: , .. • / . / .-' ----'--! 3/4T WM,THE, T i .•2 1, .. I V ..S.4 L I', '1,,,, i lir Mn.PENETRATiON j• ,c, ,,,E.....,..,,,/ #I 4x3/4" 1 -E0 ,.,,,ECTI1 , INtex1/8"CONT. ALUM.TUBE _ '44-T i t .711\_. OF THREADED AREA TO 5 -3...-',/I/ S.M.S. 1 . {6o63-T6 ALLOY)W/ 1 i , -t ,t,_•:.1., OPTIONAL f, f alSTING WOOD HEADER. .. I 0 r.0.C. i TO LAG SCREWS TO (SEE SCHEDULE ON SHEET 15) !'!..! ..-- 1 ' i 1 or 0 or'0 giN6AFTER az TRUSS. ' 1-11 [71-;211111111•11:11::i)hiir, (I)or (1] I 1._ ___Ifilli____-•'.-',*_, ll' . zeis. I LOCATE LAG SCREWS AT i ii MIDWIDTH OF EXISTING WOOD lop 1 _7Q..''', (2"INA NOMINAL _EXISTING MI14 2"m4." 0 iiii - • I EXISTING--; OPEN HOLE AT EACH WIDTH)12/2.Min- 1111 4-1 I t GLASS ij HE/T.DER RECTO MIN.suwomov TO GLASS 1 ' Snip TO ACCEPT 101 . 11 '4".' PENETRATION OF THREADED I• (SEE SCHEDULE ON SHEET 11) I III UI ! EXISTING' 1 GLASS-1 • 5/16TO LAG SCREW • 9,64A ...AVINSTALLATIONS,DAUAx.0°. SPUNDFeWRI ID711 7 H 11.702sA DD s f AND ' 1 ir,...Amile,, . : § N 15• : . AT CENTER OF TUBE. ' C)HV WALL HEADER INSTALLATION I To cuss err i GDEIXILE CN NED • - . to I T‘I EXISTING it um SPARUICti CLASS*: To DADS(SEE iNSTALLATION IS ONLY VALID --II MN MACE(DANT• . I STMOSKE a SHOOT I, FOR WOOD W/MIN.SPECIFIC I CX1 WEST 19E04 - ! ; ooR(ir 7 1 (08 Ivaco.°r GRAVITY OF 0.50 AS DOUGLAS, 1,4DLE0 ..!!_j NACEs ED 440 . . an GHLET lo FCR .I I EaAcem&9. ___.4,_ I L 0 OR 03,40 FIR OR SOUTHERN PINE Na,2, I-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 1 _ 0 OR EQUAL, 2-MOUNTING SECTIONS"CAN BE COMBINED (DHV CEILING INSTALLATION IN Ala(WAY TO SINT ANY INSTALLATION. CO HV CEILING INSTALLATION t - I] ---1 1 MK Stniagaii r-r----- -r-T 1 TO CLM5(SEC 1-T I- CT 0 a 1:e .mn,.. I I I, f i :SCHEIDOS ON SHEET 1.„ i , SEPARATION. . MIN.SEPARATION TO GLASS I-r • r (SEE SCHEDULE ON SHEET 11) , ..1.1. easnhic. 7 Ti FoREAAMP04143, I -- -.I TO GLASS -I ---- ) r GLASS\ ! 9.E7tTil° ' ! (SEE SCHEDULE EXISTING 1[ ---0 ..I I- 1 I 014 SHEET 11) III1 OLASS---1 fl ‘I I-f ;''' .'-'• tt,,, • ' 0 7, 1 'ANCHOR I I , EXISTING r WALL-, t LOCATION \ -T-F"" .4+ #10x3/4.1151 , /,-2"x6"MIN.WOCO i/-473 (:)*Cl-' - D/e-Chr---'`^—WASHER HEAD TEK DECK REQUIRED ,At . SCREWS'0 12T o.c. .. . I -- . , /--. 040 FINISH . DEC2K-ITE&CIMUrRiDW!!9(N°D0 ,!' di i./ 'ii,„ . . i"--. iii ' • . Ili...-'.'•'-v--7--::::: ' ., Il .•--'.-'''' ,-EDGE FINISH ALLOWED). ---m.- --; ..„-.7.Z-_--;-,,, --i. - `---i-------.---_- $F APPLICABLE e4 ' i.s. , 1/4T0-20x3/4T S.S. IF APPLICABLE J.-60, ' ----..-67,- • — .------------, OECK IF , ______--_-..,._-, ________ I , I I;1 1,Z "Vki ', .'=•*" 1/4"m TAPCON. OR „,,. \.,.PHILUPS TRUSS HEAD --t-F.F=2"... .----7.;.--"7._7..-- / — ..---... - ,inie writ. '10 TAPCON WITH ADVANCED "..- MACHINE SCREWS ,- THREADFORM TECHNOLOGY 5/ 1/4.-20 NUTS , --. -------- ---1,----,--T4-"--------- . . 1/4-0 TAPCON OR TAPCON WITH ADVANZEO ..• THREADFORM TECHNOLOGY " in. * ----. \ L PLATE III i- 1/2"Min.PENETRATION 0 12.,,0,o. 1/4-4 TAPCON OR TAPCON WITH ADVANCED THREADFORM J --2"INN.- PENETRATION OF THREADED W/ 1 1/2M2MIN. 0E00. t 'II, , OF THREADED AREA 70 TECHNOLOGY w.,/ 1 I/2-Min,PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER.(SEE. — !..._1 1i ..i4,,, ; EXISTING 5/000 HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET.IS) t: (SEE SCHEDULE ON SHEET 15) - (...)HY WALK—OVER INSTALLATION . 4..SEE L.R.,04411SE FOR . 0 HV WALL SI Ll_ INSTALLATION Bpi . • ..2.9 0 HV FLOOR INSTALLATION fi VS14 43 ?ft `‘.••• FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone) .00.4v.......:........ 4,8-,,, 02017 TILTECO,1140. 0 2017 EASTERN METAL SUPPLY. INC. .." $ ‘,..k0EN .. e' T, ttt • 0 '. Ti., im. BERTHA HVTM z, e---4,- ,---,, . .. \ . Accordion Shutter System . 1*.r.. .. , t. /...,,- II-LiEc 0 _..., INC, A..Qp.S.A. American, Shutter Systems Ky. 814C#t thr/cii wio KV. wIttDoW%ADE -REV.No .DESCRIPTION' DATE ORAWN BY: L.C. ' /0....COAT dr/ .1... :.• num TESTING lic ENGINEERING COMPANY — ....0'' ,es • AssociOtion, Inc. , OLD 15-oas W;i5 CATE: 07/27/17 • .4",„....-4r n ..."ot..,:, MS'NW.Sam St..Sus.3os,LAW/.COUSINS.XLIP454 3316c okAWING, No Ty.v,s.`..:vil ID N,.• v,,, Phone:(305)871,1530.Fax:005)871-1631 4268 Westroads Drive. 2 . - „...,..sr/0•.........v„,0.1 o-nux11:UltecaOacA.corts E6-6006719 West Polm Beach, FL 33407 3 - --. NAL El\ ,,,' WALTER A.nun.Jr.P.C. • a 17-107 —... ...••• FLORIDA Up.j!44167 5 . SHEET P E SEAL/Sidt:IATURE/DATE • . . _. END INSTALLATIONS10 HV BLADE OR j WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 1 2•.4•uRl.0000 51UM REED_ r r 991.9005 7x4_YW 51905 REO'D. 1,00o2992 STOOS. r 1/A••TAPCON ' / roti ? 2•.4•W.N. OV APPUCADLC) o A /1.-' ARCHOR O a•Q.C. '.i • ! t ;11. �+. D00�AMICABLE)' \\ //i.... W/PE/lETR 99 tiro +.: I\9 / , (5 A MIICABtE') WAl4 t%\ / SW:2S OR W/YR «„a.} l ! Rns9�"1 1l2"PFR£TRASON 1 i S / EXISTING CLASS .�3 1 GQL1M'/QOp�'x0 • '.4`. • I� 4 /G (� S1Uos oar. Ela$$R1G CLAsS• �Ex3TCL Ssi / 0. Ex..ct..55', e'• / % L�-). ..._ v /lE4 .. �'Sall N 1fY uat CD2 ! "� {//EQ Q�l !NI �...180 sTDA2AIKX LZ. `. -,'P3—' - >SQ #i FIYd"QD6.' am-..+. -1/2 9 r-0X „.vrD cuss(5 0 - __-_..,�,040E12 __. tax 00O r' m o t SG G,tS(s¢ ^.c.,�n. �.w r_.t .: vcrnoaa. > 4�?`• Y :,vn., s3m2AE EN s¢r m aASS(` 1/2"tart LOX i�OR 0 lt{y t_ tli4x3.USX. 3001 • 11 lRR E 4)AE0 "y ` ^w„.. .�ut'F5:7<.` g s4I 101 ,2 saki Gll'A'WA. I/O' -... „Ni,%.,,,,`'L'C+. .ON s1 W O+WIT 19 f� 4J (6063-rF)corrt I Mgr/ V2'MN.cox 11 iM a{ADE Q1Aro • IT^J- 11 FOR BLADE OW EWA3 ma I ALM.CLOSER P:00100., O�QIO® WALL •I I. ON star 19 RW 'f ( ~ _, 11 z'Ral ELATE(LOCALE v21-4 4 ... 1 # auorMa 9 I 1 agese).t0 i AT EWER SIM RWM--0. 1 1 ^( M °'o) .� I s - #100/2"SAES. [Y5F GK:YA V i AIN 018 0.0. oi0 o.2a Su.S. � _�_—_.•' ku 0AN an d.iln'.4 2 tr PI yid WNUY an 'YAF �u� 000340 Duo.)n 0RW T if 1_ 4 (wiii I.0.0Ns w1E a� rs I'OR I'a , I SEE OEM x r.: 01 OR 7 r. D sof rsrn�l) I 1 OR 0*. f �,+, SOC CONNECT=019 ° SEE DMA.X FOR OR 0. - TO 1PAC1C0 SEF DETAIL x FOR 4 �z C9-p•CO-Cad"0.1-' /' sloe GaaaGnoN .t�s�61 C: -�}• ser coRNEc w t f3-O®;.0.g•Ls« TOTRACKS _ TO TRACKS 4,0',B.13.13-�l•r3- (Di 1 « «& O oil«t o-3• C"�' C« •5 END CONNECTION DETAIL�} END CONNECTION DETAIL® END CONNECTION DETAIL®9 END CONNECTION DETAIL €O' SOSTI 2 '0 REWIRED oma TOR.5PARs cams arm 12'-0`I //--cuss 2•<4•NRI.N'a•, 1/rR TASSON ANDVII5 yrs 1APCOH N., Stubs Mt {r/1 T/2•uut flmnjx's:uS: { Ex1Sg95 GLASS--, FIIIE RA mY 0 12 Q.C. vl i T/2 G OIO 0.C. 1 RNLTRATION O 12.O.C. TO EAAr(� ! SEE LIMITATIONS OF USE FOR - - l2'SYN. 506 iL ON SETT AeL W.1'00ASCW Ii; IN 4 BLADE g ON SHEET 19 1oN�s¢11e tDwR TO ars(s2' gliN,�`o - ; sewsaseer: ! 5 ` axsme+�q `. - t1 RR TAAEE0,00' illiii . _ — CV 51sEr 19 2R { i/2•N �*:'---.- Y .:� ,,...__ .a-� IIMESS(Ra i 9-' 1r , lam rJ i .-.� •-- l ,/" _ _ `QCPQOR�JGd _ y 7 • � III �1. w.. A BAR-:.. � �� Iv. .� � ! 4 r { S ia��li ° eit: ,3*W. 14Pfv9' i 6 04`8 041.05 043.D- ii0.Em•Qg« \\-rrAtL mar 2•.r tat Imo vat. «Elki0.I«O«93•s« 000@0000R3 VIEW Y Oki 6.0- 8.0. SICO RLQ•D. FO1611 'IP0.6.ei* .g. PLAN a0-gc.IY-04.D.1'y15 O•o«Q3•o«Q-? DETAIL ) END CONNECTION DETAIL 0 END CONNECTION DETAIL, - :/EM��iS5rpNa11,A. }},r FLORIDA BUILDING CODE(Non High Velocity. Hurricane Zone;, 441f�\,), ./Z4,�; 52017 TILTECO,INC. ©2017 EASTERN'METAL SUPPLY, INC. �,,p1I ` ..............ENF o BERTHA HVTM Q A Accordion Shutter System / L t L I E oINC. A.S.S.A. FEV. BLAME#1 W/CR w/o RV.1WN)U+N BLADE '42 I. A� 6,r•' * • TILLIT TESTING R ENGINEERING COMPANY American Shutter Systems REy,Na DESCRIPTION DATE DRAWN BY: LC. �o i ,4' f 6355 tIW.7012-St..Sta 3W,095'YA GARDENS.Fit%a0A 33108 Association, Inc. I OLD 15-085 07/27/17 GATE:' 07/27/17 t (Q 4,/_• Phone:(305)571-1530-Pax:(305)871-153, 4268 Westroads.•iilave 2- — _,�1 f'•.••H.....• ,4r,, a-moa.cnereooa.vom West Palm Beech, FL 33407 --7- 17-107 DRAWTING N/o� -•"" rONAL•F0' a f8-0006119 �/-1 0 WALTER A.TILLER Jr. SHEET RE. SEAL/SIGNATURE/DATE FLORa120 Lk. 44107! s '6_- --0*L ^r °"@"0 • GENERAL LIM[I`AT)ONS AND CONDITIONS OF USE FOR BERTHA I ,y-a, (VWBLADE ACCORDION SN s' WORKING IN 7@3iE5 c> o T UNISON SVRH�iV WINDOW BLADE'�. - I.MAX.A.S.D.DESIGN PRESSURE RATING:+110,- 110 ps.f. n 1 W 111 2.MAX.SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A D:G&tS ON SHEETS 6,7;AS WELL AS 3 \ MOUNTINGS M.0,T;U&WON SHEETS IS&17. ONLY CENTERMATES(2 {BOTH 01/ OR ARE ALLOWED WITH {2t 06 w0m it I -'OR� gTOUT,W5)NUST BE INCLUDED ONL AT OP EXTERIOR ACCESS DE OF OPPOSING (l�f.arj(y JJJ'''�� ///JJJ```�� CENTERMA E. IYP�,.EA E , • • • 1 / Q ,. 000040 {_') '''. 5.(A)FN WINDOW BLADE. iCi SHALj.ONLY ALLOW A MAIOMLIM OF 5-OPENINGS . F J Y /' ♦ L(J' I �.' (3'0 HOLES)FOR 4(4 PER`RADE AT SPACINGS SHOWN ON SHEET 4. ��y }'� (B)*NIL CLEARANCE FRO TOP OR BOTTOM-EDGE OF HE WINDOW BLADE @ MAX.S WtAT V, n y g 4I 0 0 0 0 OF ANY 3'0 HOLE FDR'. 1 SHALL BE 12'. ALLOWED.AT HV,„.„. .\ll•YL WINDOW ELME l'" (C)FIRST OR LA.v BLADE COMING OUT PROM STARTERS AT ENDS MAY BE HE 0 WINDOW GLADE(191 TN 00 e 1 ,• 0 00 0 8 0 (0)HY WINDOW BLADE 7@ MUST BE USED ALTERNATE TO A SOLID HV BLADE t® 01 MUST 0 0 0THROUGHOUT SHUTTER'S WROTH. s r • (E)C MEIE5 SHALL ALWAYS BE INSTALLED'ADJACENT TO A SOLID HY i A �I l 1s-t � BLADE T AT EITHER SIDE OF THEM. g 33::ffii v.I 11LF�` ��2Wf� SSLL (F)POLYCARBONATE HV WINDOW Vit)SHALL BE INSTALLED SO THAI TABS FACE SEE END 3 T1tE INTERIOR OF itiE OPEHiNG BEING PROtGL.uO.HV WiN00W�ij7 MUST 8E CONNECTION {y��' • • iR&1R ) I ONLY INSTALLER AND LOCKED U9NG A HV SETDNG TOOL PROVIDED BY ASSA DETAILS ON SHEETS ~'I - M 0 0 INC, 10& 18 TIT. Dag FULL HEIGHT,-' T g 6.SEE ANCHOR SPAGNG SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME ,@ O `' -BNLONGE ON.SHEET 15,AS UMOED BY SPAN AND DESIGN LOAD(SEE NOTES I &2 ABOVE). S 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS MOPOURED - v - CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& ISASWAITED BY L-1 �� SPAN ANO DESIGN LOAD(SEE NOTES 1&2 ABOVE). LiIS - - - - I - - 8.MINIMUMSEPARATION TO GLASS SCHEDULE.PER ASTM E-1996: �� ((SEE PLAN Tarr.....) AA H �4:/ TIT TOP'&BOTTOM W LIS+7}pq[ pq0.0 ) WIND ZONE MINIMUM SEPARATION.TO GLASS. Y ._.._ ... .-UNLIMITED WFDTH - - '� - - - 1 THRU 3 1- ELEVATIONIAN.SEPARATCR4 TO pas EXISNiO G1A5S-L -(SEE SC14FDULE ON SHIM 11 R77 sumo 6:25" L _ i ON rias3 sear roe mm Tj QA& — TYP �,i�,, -\�__-Y-^- -1 _ Y' w ALTERNA PPO^�It4G CENTERMATES 2721 W/JXTERIOR ONLY) • AND W/ OR CSS(SEE NOTE 4 ABOVE) \�\ '�\ \. \ \ - 1:\ '.131/, )./ / / / • / ,/ ,,_--- X18' \ 1 ! /r - r---,-,\ ILY TYP, SYI7M RI CENIERMATES•2I \`.5' w, ,'� Zif / I c \ vi/t2$OR 5 AND ........,........._..........0, ( _ I WIG(-;(SEE'NOTE<ABOVE) PLAN \ qQ'�I TYPICAL (1) HV BLADE WORKING IN UNISON WITH NV WINDOW BLADE iA SHUTTER* Jlf� SA:TliL -- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; ►ll .tis)..-- 'i...' .EN$ rV 02017 RLTECO.INC. ©2017 EASTERN METAL SUPPLY. INC. �� BERTHA HVTM • f Q $ Accordion Shutter System y} _ ! f L:I E c'o I N 1y. .. ■ 'JAM. H.Y. EiADE#1 W/OR W/O I-LV.WINDOW BADE h , , / American Shutter Systems REV.1-i; DESCRIPTION DATE DRAWN BY: LC. - Q^ TILUT:TESTING &.ENGINEERING COMPANY - r— 9 47; Association, Inc. 1 cis 15-085 D7tz7l17 DATE 07/27t17 ?. Fl�1 ppin,, � AisY N.1.. ( sD)t.7I IU MRG49A Gulch),1-15.331 8 4268 Westroods Drive 2 _« ! Jit Y `\1171J Pha e;:(365)6n l�ltlbcoDeal.com�)671-1531 West Palm Beach, FL 33407 s DRAWING No - '' 4/0IVAL tl'I L'' WALTER ES-0006719 SLU,t9..P.C. 4 17-107 F« ,• PLORDA.Uc,a 44167 5 SHEET . P.E SEAL/SIGNA3 URE/DATE. _ g ___ 19__OF_20. Min.ASFMZA-J CRADE 40 Win. OVARIES I INSTALLATIONS W/ 1c HV BLADE & HV CENTERMATES j1 - 2.000'M«,. . IRA.0-60 GALV,STEEL ® p,0 v w , 2 M°�-1 INTO METAL STUD WALLS * • y0B3 ,77 F. METAL STUDS A7 16'O.C. ..+4 a)_- („ @• .' •t.ir:'1„10111 011th ltillq 0 6"4.C, 4a © n o n n.„--- 1/2` 47s * 3a 1/4"e NOMINAL E? ► --� la at fl sa GENERAL LIMITATIONS AND CONDITIONS OF USE ALUMINUM SLEEVE rz o -T FOR BERTHA C HV BLADE AC ORDION SHUTTER 6063-T5 ALLOY L 3/4'.5 1/4':0.035-THICK rOn. S' u'j 1 R �'; SYSTEM INSTALLATION TO METAL STUD WALLS o CONT,GALV.STEEL TRACK CHANNEL, gy 6'D.C. 0 fi'O.C."I - ul� NM "•x SEPARATION T(? GLASS SCHEDULE ._._3.OGo•_�. ASTM A-653 GRADE 40 Mln_G-60 t -I .00 GALVANIZED /2-TED 10 SPATS EXISTING FINISH t 1, MAX, A,S.D. DESIGN PRESSURE RATING: +75, - 75 (psO uu1160 ( rrru1111u11_I W/(2)/6x1/2"TEK SCREWB ON 1 L a INTERIOR @ EXTERIOR['ACE AS APPLICABLE Q 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ASTM E-1996 SEPARATION LENGTH 4 1 MIN:SEPARATION 3. • ALLOWED MOUNTING: MS ON THIS SHEET. IO GLASS /�q�,';;�y�, EXISTING GLASS-1 TO GLASS 14J� �lan,a-2OXa" BOLT. (SEE SCHEDULE) 43 4, ONLY ENTERMATE 21 W 24 NV LOCK ARE ALLOWED 1 THRU 3 1" GyPy l MUST PENETRATE 3C 1' WITH 21 ARRANGED A SY METRICAL LAYOUT. { © R USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1.373' 1 3/4'x 6 1/4'x 0.035'THICK Min. EXISTING Fr6sii i -+ INCLUDED AT XTERIOR OR INTERIOR ACCESS SIOE OF y COM.QALY.STEEL TRACK CHANNEL, AS APPLICABLE I CENTERMATE. 1 .250'- 1-- 0ri0' N [CONT. A-653 GRADE 40 Mtn.0-60 (1} __L.._ - �To GALVAMZFD FASTENED TO STUDS { eri, 1 T I W/(2)(6x1/Y 7EK SCREWS ON 151 `�NTCR16R&EXTERIOR vAc6 ` y 3.„..—,101 � r 1/4"0-20 THREADS O fi'O.C. O 6`O.C. �`. BLADE SLACK DETAIL FIVE IS ALSO VAUD FOR Ems' o MN.---.e-,� `;;_' i la � ELCO CONSTRUCTION '4 "' [pT.�_'_ _':__ 1/2" CENTERMATE 21 APPLICATION WITH BLADE® PRODUCTS FAB-LOK HD 7,7,,t,rmir,7mlii uttri'1---1limP' 12 OD if.:;i,fST/2A.0356 RADE D ''.j :::.VARIES. * 6• D.c, COMPONENTS Min.G-60 GALV.STEEL 1' "2',a%'.,'1 METAL 60 GMin. :,": ''' t MS WALL HEADER/SILL INSTALLATION _EXISTING FINISH AS APPLICABLE SCALE: 3/8•o 1' • ' (TVP.TOP&BOTTOM)' • q IIIA III IIIA ■ VIII _ _ Ti sA f},-- _ - -- -- -- -^'�—�� J 3/4"x 6+/4'x 0,035'THICK MK {6 I s - e { Ill :. E%I _ CONT.GALV.STEEL TRACK CHANNEL d-1 �T.b EXISTING GCA55 dx d}o }b ASTM A-fi53 TRADE 40 Lrin,G-6° I \, `GALVANIZED FASTENED T°STUDS SYMMETRYCAL ,, SYMMETRYCAL J w/(2) �D.1/2`7EK SCREWS ON f CENTERMATES W/ s. 'CENTERMATES, W/ MIN.sEPARATIaN YAR1Es MTERroR EXTEWOR FACE . (SEE SCHEDULE) Mo.. r ' .EXTERIOR ACCESS SIDE :.INTERIOR ACCESS SIDE:::',1: -- i 1 —___ 4 \L fa ;1-"-11-1-11:10 �¢ _ _ ruwlw>temenww A I I wuE IIUN U lw +— l 1 — =— _ r, ____:_. �,__ ----- _ .8 - -._._ - — `� {YI =2:7;-:-:-.7.--i _ 'SLI' VIEW 211411:11111Prw 2) I E.. _ __.d -"I a'-- � la* ----- IN HEAD / ENDS HEADER/SILL L(A) • j 'ri (6"Min.) "S i 2Q T 1 SIDE CONNECTION TO TRACK lJ 3 1/<'(TVP.) 6 1/2'(TYPO.-._ ' ...7"-. „.I . -7' 6 1/2"MAX.SLACK ** 3 (Cont.) HVA HVB, BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; rr 1'ack TlS4""'"?. 02017 DLTECO,INC. 02017 EASTERN METAL SUPPLY. INC. 1,1'� � • • 1/7 BERTHA HVTM SCI`------' 'm A S ,S A Accordion Shutter System M`y / I L I.E''O INC. ■ . . . RV_BLADE#1 W/OR-W/O H.V.WINDOW RACE *Ir - ////^ '), *: TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV,NA DESCRIPTION DATE DRAWN fir: L.C. 6356 ri.W.30(6..St.s1<'00.�RGNa 73°C;17" 153133150 AROEN.1106(06 33160 Association, Inc. 1 OLD 15-085 07/27/17 DATE: 07/27/17 - d'•_ STATE d¢ i Phone:(365)871-1530.Fq :(305)671-1531 4268 Wesiroads Drive 2 DRAWING--No - -`V R'` a-mak ERR0000cl.com West Palm Beach, FL 33407 3 �yy -- - . '!?.t' •• EOfiit?p; .`Z1'.t' EB-0g0671S 17-1 V7 •, n .......- t". I! WALTER A.TILLIE Jr,P.E. 4 17 / V FLORIDA Lie.41 44167 5 -SHEET P.E..SEAC�}AEjDATE 6 ___ _ _ _ "20 OF 20