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HomeMy WebLinkAboutProduct Approval "-Y.•.D,ij�.t`_t.-.-.'_�.�.�...-.�..«.__•-.--��w...�..___.,.-i .��-��..q__`IyA�M�a ors�i.--_4`41 - ���..�.� 4, I :�d ,' •ti 1 F �R`•k^l^rrqq �� I Jy,�`�yJi t i I i ��If����'. ` {I '�.�..SCIS Home Log In User Registration Hat Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Florida ( ; I Product Approval � USER:Public User Product Approval.Menu>Product or Application Search>Application List>Application Detail RECEIVED FL# FL389-119 Application Type Revision DEC 2 8 2020 Code Version 2017 Application Status Approved ST. Lucie County, Permitting Comments Archived C7 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 lrodriguez@eastdrnmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tllllt,Jr, P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 1 213 112 02 0 Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option D Date Submitted 0911012017 Date Validated - 10/1812017 Date Pending FBC Approval 10/19/2017 Date Approved 12/121201.7 Summary of Products FL# Model,Number or Name Description 389.1 Bertha'HV Accordion Shutter-Blade Extruded-aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection. Limits!of Use installation Instructions Approved for use in HVHZ:No Ef389 R9 iI AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified Dy:American Test Lab of South Florida Inc. [resign Pressure;N/A Created,by Independent Third Party:Yes OthenLarge Missile Level"D",Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AF AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and W-11"'for 62 psf,9'-111 for Created by Independent Third Party:Yes 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 80,for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha by Accordion Shutter-.blade Extruded aluminum interlocking blades retained by tracks(top i Only-(Non-HVHZ)-Diwg 17.107 and bottom)-for storm protection Limits of.-Use, Installation Iinstrustions Approved for:;use In HVHZ-No FL389 99 ii AMERICAN SHIMS-R SYSTEM ASSOC Approved for-use outside HVHZ:Yes INC. DRAW)NG 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM POF Design Pressure:NJA Varified By.American Test lab of South Florida Inc. Other:Large missiie level"e".Max;Span is f6-0"for 30 Created by Independent Thrd Party:Yes p.s:f negative ASD load depending oil centermates end►ocking Evaluation Reports rod'configuration for the HV1 blade;8'-Q"for+64,72 p.s.f. Ft iA9 Rq AE AMERICAN SHUTTER SYSTEM ASSOC- A.S.D.1bad for HV blade for Keyststtfe mountings 71-V p,s,f. -107 PRODUCT OF EVALUATION for metals stud mountings and 8'-O'frr 110 p.s.L For HV1A REPORT.PDF working in unis9n.See sheets 7,11.and 20 respectively of Created by independent Third Party:Yes Installation dri3riings for other spans and pressures. 389.3 Bertha_HV Accordion Strutter- Exuuded aluminum Interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ;No FL389 RQ 11 AMERICAN SHUTTER SYSTEMS ASSOC INC. Approved for..use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SH(ME-R Impact Resistant:Yes S IST.PI) Design Pressure:.N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max.16'=0"•span att30 p.s:f,ASD load Created by,Independent Third Party:Yes for.Biade 1 and 18'-0"for©lade.2.See schedules on slieet 12, Evaluation Reports- 25 and 28 respectively FL389 R9 AF'AMERICAN SHtrrTER SYSTEMS ASSOC..INC. DRAWiNG17-106 PRODUCT EVALUATION REPORT.PDF Createdby Independent Third Partyi Yes 0 Cnny�Z60€lL.iir Srri;"Rrtaa.Tnliaha«,tc�32]90 Pt.rvx'r A50-Afi7.fA7d , fie State of Flonda is an AWEEO employer.troy int,Jrni.2oyi stair orFterir a.;Pr1•ary s`ALfmCnrt:Pcces+ba,ev m eot t;$:nme caa!eme"t Under Flotida Inw,6mad wresses.art'public tocords.11 you do not.want your"natl aaa>eas iutcased in rtsporue.to s public-records cequect,do no',send dectmn-c mac to Ws'entity.instead,cantact the ortice by pnone or by trauiicnit tnatL Iryou here any questions,pfcasecontactM.407.t395.-Pv"vdnt to S4--men 455.27%1), Florida statutct,rirt:etke October 1,2012,tiorasces hCCAVA underchomr A5s F.S.Must prayide late nepattment Mil%an email address ir.they lave one.The emaus provided tray be,,used for M%cidreonimdniWtian with the hcons5 a.if0ytver emall 604r=3o6 aiv oubVC i=rd.Ifyou ae,not wiSt1 to W2*a petsbnal Cddress,piease provide the Department waft an amaa address-rush can,be mate avoaab ie to tbC public.To yetettmne of you are a(imrsee under Criapter455,M,please ciick nem. p,otiv6��� iAPPrgvat,((A'^c4^.q^,''Pts: GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)WAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING COOS THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O.DESIGN WIND LOADS AREA 1: W BLADES O& 11A1 BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX-(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEEP T R4 ORDER TO VERIFY THAT COMPONENTS MID ANCHORS ON THIS P.E.D.,AS TESTED,WERE-NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS riff USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SY5TEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADED 80214.01-03,#0715.01-03,J1004.01-05,#1214.01-05,#a317.02-06.OoSO9.01-10 AND J0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTIR E-1886 AREA 2• HV BLADE n AND W WINDOW BLADE �Al AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE®#0505.01-08 AS PER ASTJ E-1885 ANII E-1996(MISSILE LEVEL D.WAND ZONES 1.2,3)BASIC PROTECTION ONLY AND# 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2,W SLADSO AND 11V WINDOW BLADE ® ARE ENGINEERED TO WORK 114 UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H-V.ACCORDION PINS (HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO'TRACKS SHALL BE#14.2.75"AND#14x1.75'RESPECTIVELY,410-HT MINUEUM SERIES CFNTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 k8i YIELD STRENGTH AND 180 ksT TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3,L41MMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END'CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 6005-T5.ALLOY. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5 AND SCREW COM BE PLY STAINLESS STEEL E LD304 OR.31SE�N 2�41�1 OR CORROSION RESISTANT COATED CAR8014 STEEL AS PER DIN WO18 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 ANCHOR SCHEDULE CONCRETE&BLOCK SHEET 14 6,BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AMI 304 OR 316 SERIES STAINLESS STEEL WITH 35 Its!MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE OQ : 12,13,14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 HV BLADE OQ &© WORKING IN UNISON: 12, 13& 15 END CONNECTION DETAILS 7-12&X, WOOD SHEET 18 8,THIS BERTHA H.Y.ACCORDION SHUTTER SYSTEM BEARS A US_PATENT g6'779,582-COMPONENTS OF THIS APPROVAL.ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT-PS458,179 ISSUED TO EASTERN METAL SUPPLY,INC. 9,IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 to,EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD AREA 4: HV WINDOW BLADE in ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS: 11.SHUTTER 1AANUFACTUREWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM's INSTALLATION SWILL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13,(a)THIS P.ED•PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.B.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED.ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, OBTAIN PERMITS, IN THE STATE OF FLORIDA (a)THIS P.EO_WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED HY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RED. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REMEY/, (e)ORIGINAL P.ED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED 1T, FLORIDA BUILDING CODE(Non High Velocity Hurricone�Zone' {'J{L�`� ,, ��•��% 02017 TILTECO,INC. LL72017 EASTERN METAL SUPPLY. INC. RECEIVED P' ''� A S S A BERTHA ter S f7mg C O N�. Accordion Shutter System H.V.SLAM#1 W/OR W/0 KV.WMCW MADE DEC 2 � b� a American Shutter Systems / / i / 2�2� TILLI7`TESTING & ENGINEERING COMPANY REV.N. DESORIPnON DATT DRAWAI BY: LG L o Association, Inc. 1 OLD 15-085 7 27 17 Lure: m 27 17 �� 0355 ILW.36th.91.,sl,.305,vlRoxw cnRDTNs,nolxrA 331e 4268 1Vestroods Drive 2 Phone:(305)871-1530,Fox:(303)e71-1531 DRAWING No a- 0:tlltacoOcoLcom West Palm Beach, FL 33407 3 �A''•/••.F.,......•'r {{ EB-0006719 4 1!•�1 L/ ST. Lucia County., Permitting --US/VNAI� ,1 WALTER A TIUJr Jn P.E.FLORIDA U 6 SHEET P.E. S�RtfSIFfVA'�URE/DATE c. 41167) 6 1 OF 20 so rra awcx ®C es iv - 1 91 414 Q 04564371 4.355' 49 . 75" N O V 90•J180• STARTER 1 f�V SOLID BLADE 3�HV UNIVERSAL FLOATER ®� b'' COVERED- 'DER US PATENT # 7458179 QUALIFIED FOR USE W/ .U.XLU QUALIFIED FOR USE W/ HV RLADE 1Q 0 V DIRECT- O 60 BLADELL 1A I DOW * 6005-TS ALLOY AND TEMPER UALIFIED FOR USE W V 6063-T6 ALLOY AND TEMPER n. -SEE LIMITATIONS OF USE O BLADE ON SHEET 19 BLADED 60 6 OY ANNDD T PER 373 r� 6063-TG ALLOY AND TEMPER 01+5' 670' 2.670' ,994' 7 1.000' o�+. 1 6711' 2.216' o o7z H asa o o� n 4.897' ^ a .815- 2.092' n ta Q7 6063-76 HV ADJ. ADAPTER Wf LIP 6.4 12' 7s' -o.m2• I ~---------- o.m2- sea— 3,226" QUALIFIED FOR USE W/ HV �H WALK— V T A ' ©yV ADJ. FLOOR TRACE( BLADEO Q IFIED FOR USE W/ HV H TR 6 K — .! ss' 3,750 ALLOY AND TEMPER BLADE�) QUALIFIED FOR SE WJ HV QUALIFIED FOR USE W/ HV 6063 6 ALLOY AV. EMPER BLADE 0 Y. HV RAINGUARD BLADE 1 063-T6 ALLOY AND PER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER VAWES m 1:936' BLADRIES 1.936" 6063-TS ALLOY A DE ° 1' 1.915" Q I VA TEMPER • f.917" ` o �083- _J_08]' I I o'. fA3' .100 m .060' 670 m n 60 s v. 0 I .060' �?} ; - . n 4.. 1 j 670 1.686- sv 670 5 3.529 670 0`?� i3,520' l o 1 HV HEADER/SILL 13 HD CEILING HEADER/SILL 11 HV CEILING HEADER / (^�1) Q Q�IRED FOR USE W/ HV BLADE TOONLY, QUALIFIED 0633RT6 ALLOY AND BEMPER'�ONLY QUALIFIED FOR,USE W/ HV BLADE T 14 L SILL SEE SECTIONS FOR VALIDITY. SEE SECTIONS FOR VALIDITY. QU IFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063--16 ALLOY AND TEMPER LADE 1Q ONLY. TTtt 6063- ALLOY AND TE R i r- COMPONENT A B T1 72 641.X V.N.YMTL L y 2' 1 2' 0.125' 1' I 1' .062' (17 2' 5-WX. 1/8- 1/8' 18 I 2' 5"MAX. 0.192" 0.192' 16 SIDE ANGLES ,y 2.5- T MAX. 0.190 0.190' 0 CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES O QUALIFIED FOR USE W/ HV BLADE 1Q QUALIFIED FOR USE W/ HV BLAOET 6063-T6 ALLOY AND TEMPER BLADE tO ONLY. I5p 2' 5'MAX. 0.139' �0.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' 0 , Elk A��� Y ©2017 EASTERN METAL SUPPLY,INC. fVV'11 G. i! a2017 TILTECO,INC. 4 .'4i���s�: ,,�; BERTHA VTM A S S A Accordion Shutter System /Im E C O FNc. ■ ■ H.V. MADE#, W/OR W/0 FLU.WINDOW MADE American Shutter Systems REV.No DESCwFRON DATE DRAWN Or LC C �� ( �r TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-08.5 /27/1 DATE: 07/27/17 • O/2 O� t 63SS 14W.36A St,Sta 305.MGM GARn— F1—1116 n _� 4268 14estroods Drive 2 DRAWING No 1 Q —tea Phone:(305)971-1530.Fox:(305)871-1531 (Oe P•.:t-a4 �� e-m1:lYlecaBao4eom West Palm Beach, FL 33407 3 '.7_,�0., �S s1��...�1ID•� r\\'o WALTER A 71LUT1 Br.P.E. 4 P.E.SE¢A ,j /' E/DATE vLawDA U.g 44167 6 SHEET OF 20 4.6 O' .929' ,/4'-2ox1/• ,/i'-20 E CAST 4.576• 45' 2.2 3' 0,334' FLIT NEAR �� THREADED NOUSND E71AVEL 1/4'-20 23' .745' SSU.S. Q P.IYED PAl1RED THREAD DIE CAST yeO m (2 ) o HOUSIN EwMEL aQro• o m ti 18 ml ES BAKED PANTED - • m3 M •�I 'in •� n DRS TUP.N .062' n g. O n m - KNOB. Aa 1.325" °' i .318" CRASS cama BRASS y2f o ( m'45q•rb7 0 �, LCK (CHROME (CMROUE=LA Pw ER o 2 CE AT 6Ae-. a ,.3 s QUALIFIED R U HV SLAD & to ONLY HV FLOATING ` ° sO' `- ® OC ®• SS C 6o63-T6 ALLOY AND EMPER QUALIFIED FOR USE Wf HV BLADE t & ONLY ° �� a. .675' QUALIFIED FO SE P!/ HV QUALI OR USE W FIV 60E3-T6 ALLOY AND TEMPER P C (+ R BLADE O7 ONLY. BLADE & a 0 Y, r ALIFIED FOR USE W/ HV BLADE I ONLY z5o'a.D. 5f8^ I Z.874' 6063-TS ALLOY AND TEMPER C HEAD •• �+ - 1Br 1 1.756' .922• 2. MOWED TO n m n ,045" 2 1.763' 4 .079' ,825. v Ed •-760'AFTER RNETIIN' ' •Os o ;� " " EFORE RIVETING ,D 4 PTHU X 3/4 - n S�. THUMBSCREW 1 4" U r �{ m 08 *SCRIES 9444 AL UM(2024 TS ALL05)LARGE FLANGE 1NIN 27�A• I _ a.7sD' 1 m = I.6zr CHErRY EiZ�AA PARSP0820. /MANUFACTURED 6 A EY 07054 OR L PLAN FRONT ELEVATION � HV MALE "T" LOCK CENTERMATE - 2 LOCKER FOR "T" LOCK CENTERMATE QUAUFIED FOR USE W/ HV BLADEQ)ONLY (29) HV FEMALE "T"'LOCK_CENTERMATE ® HV "T" LOCK � � IV LOC 6063-TS ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOk USE 1•// HV QUALIFIED FOR USE W/ HV BLADE 1�ONLY QUAUFIED FOR USE W/ HV BLADE ONLY W/HV BLADEOIONLY. BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR`` .91, 1.917' ' I=—,1 n n 3.161 0 o io THUMBTURN .063' 'r .063 4 ,.30 . CYLINDER OR .214' .062' ,274' �' 6 KEY CYLINDER' -Aa .545' 0 e n N 0.875'Min, - .40 m n �o �0 r m 1 .125'Max. 31 D C N ATE W 0 LOCKING ROD 12 D TE M W HOC IN R " 'd ° o -• QUAUFIED FOR USE W/ HV BLADE 11& A QUAUFIED FOR USE W/ HV BLADE{ & UA 6063-TS ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S_INSERT .B04^ .R v I ,12'MIN. QUALIFIED FOR USE W/ HV BLADE(I)& 3 t m-2a S.S.OR 3/eb-16 t.1 6063-T6 ALLOY AND TEMPER CETAL TNUMOSCREWS. t1/2' THUMBIURN SEE DETAILS) "4_ OR KEY -_ t}1 NI ",Vo *L2 CYLINDER LOCKING ROD L Cj,/4-0 i�4 D LOCK QUALIFI FOR USE W/ HV BLADE HV 3/S"0-16 AOETAL `3 HV /'4" S�-ZO AISI `304' 9Y.REGENT HARDSVARE MORTISE-LOCKS SERIES 2333 HOOK BOLT LOCK. 606 ALLOY AND TEMPER SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1 & A A S INSTALLATION REQUIRE A 7/16^ LE THUMBSCREWS DILLED AT TRACKS FOR R©P6R-EJAB ENT QUAUFIED FOR q�jp} HV BLADE 1� QUALIFIED FOR USE W/ HV @LADE FLORIDA'BUILDING CODE(Non High Velocity Hurricane Zone I1111I+��,�A. rf, a-11 02017 TILTECO,INC. C2017 EASTERN METAL SUPPLY, INC. P� ��� BERTHA HVTM ��EAI '' • �� A S S A Accordion Shutter System. Mrg C O H�, A !i H V, BADE#, W/OR W/O H V.WINDOW BLADE ` #T �� � 7 7* TILUT TESTING & ENGINEERING COMPANY American Shutter Systems TEV.Ne DESCRIP00N DATE DRAVN By-. LC. STATE�F' 6355 N,W.36R St.,Sta.305,ViRGL`UA GARDENS,FLCx7A ills Association, Inc. t OLD 15-085 7/27/1 DATE: 07/27/17 TC P \ Phone:(_305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAINING No ;a�0R10p :�� `,�� a-null:taLe�moILm.com West Palm Beach, FL 33407 3 7!'07 U '•n•••••••••••' ,AIL VIALTER A.TILLIT1 Jr.P.E. 4 [P.E.��Fl1lCIdA�J�jR'f DATE FLORiDA Lic.8 44167 g SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 3/8"DI i 12 MIN. CE 062� Q1 TO BLADE T P O 40 -3 /� i { E ® FEV BLADE 1 J�q ,t7 I WIN0047 BWGE .0625' •4 X-x •0625 ,0625"HV BLADE to :; �l iHV LONG RECESSED NYLON BUSHING KNUCK E ADE'sD OPENIN 0625'1870. 5"H �P)HV SHORT RECESSED NYLON BUSHINGF A7 P.ORfION R1.7503® HV NYLON HAT WASHERR ® % B a fHV WHEEL CARRIAGE AISI 302-303 SERIES I � 4sg 0 40 X ���c2.e75o' X 0.870"x3/16"THICK NYLON WHEEL. l r ' 2 7/8"MIN. m V0N�4'1 375-0 CLEAR , 03,00 0,788"0 AISI 302 SERIES S.S. RIVETS �1 SEPARATION 3.7500- i 1 I I BEn�N .a625-�_0625" ® HT/ 1 3/4-ACCORDION PIN W/ #8 HEAD * EXTERIOR/ BLADE 5 3/4" r_rna7 r-r �l A +La P 0 OPENINGS ON CENTERS"�® HV 2 3/4" ACCORDION PIN W/ Q8 HEAD �` 41 a7�"@_� -I •1 CLEAR L� -.75Do' f 2 1/4- nrtrxoa e�,nrex ® POLYCARflONATE IMPACT RESISTANT HV WINDOW I '( i• BETWEEN TYPICAL HV WINDOW BLADE AND j 39 8 POLYCARBONATE HV WINDOW DETAIL ©OR ® (s� or PeW BEMENi3j { 4 ! O OR ® ' POLYCARBONATE IMPACT RESISTANT HV WINDOW { I i BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC _ITO BLADE eopor�E INNOVATIVE PLASTIC LEXAN 103 RESIN NV PI REOUIREMENTS AT E FRIOR BLADE KNUCKLE FOR* 1 I ig I I OR ® I (SEE NOTE"F" ON SHEET 19). 3 o g ill (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR I = n 4 l BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO OR I �� I EXTERIOR POLYCARBONATE SOURCES FOR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY AP"G'`E9LT N.T.S. TYPICAL PRavERrmz sluawTD mu us ww.ms .,HY PIN®OR®AT IiEJR'M= (2) HV PIN (9 MAY BE USED IN LIEU OF (g AND ONLY AT ExT loR BLADE'S KNUCKLE, 19t6tdt: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D co.324" (SEE NOTE *FOR SPECFIO GRAM ASTM D792 D.O.]Ibf' 0A43 114 3 MEC . BLADE 4VHEh! CORRESPONDING TO INSTALLATION "lt", SHEET 7. .048� 0 REQUIREMENTS) TE71SllP YIELD SMUIGM AMU D639 9.4Co voL 2.eoo a..L T7'P. ? L i FLEXURAL SIRaI'01N AT YIELD ASM 0790 11.eCV 0.+:. 11.400 P•.•L (3) HV PIN ® OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® l i l 1 FTDNRAL MODLROS AsM D790 340.CCO v L 343.ODO P...L SHALL BEUSED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 8j I I °PA l NDR1�m IZCO IStu 0256 ,a R-Tl 17 R-D,'. SHEET 0 I I ( DRE a3R•nRc aAwclTxsrics WHEEL CARRIAGE DETAIL S-OM DEusm AST u 02043 472% 94.5 a LM '*EL ASEMBI Y LAYOUT RATE of eUMNG Astu De35 C-I CLASS a,CLASS '(•�f SELF IGNRION ASRA D1929. IM'F QED'F WFA� ASM O1ES TEE63E STRENVIII AFTER WTATHERAG AsM 8.1e 9302 OSL e940 0";. MHV BLADE SOLID & (AA HV WINDOW BLADE DETAILS TENSLE STRESS M1AYSWAG ASTM 639 F4810%L eeeD v.% N.T.S.. jllrlrrraiA�ie�r al is T I FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' a�N_ m 2017 EISTERN METAL SUPPLY, INC. 02017 TILTECO,INC. BERTHA HVTM % A Accordion Shutter System "IL E C o NC. SSA H.V. BADE#1 W/OR W/O H.V. WINDOW BLADE American Shutter S stems L t �` TILLIT TESTING & ENGINEERING COMPANY Y N. oescRPTON DATE DRAWN er: Lc. cARD h�nh �A e3sS N.w.3-sL,sl..3as,v9cuaa als.F1rnw 33m Association, Inc. T OLD 15-085 7/27/t DATE. 07/27/17 p QP' 1�°- 4268 Westroads DrivE z PMne:(305)571-1530,F-:(305)671-1531 DRAWING No .11111�1 a 144t9leea0aal.eam West Palm Beach, FL 33407 3 f4l M�I�IL WALTER.1679 0T101UT1 Jr.P.F. 1 7_1 O7 FLORIDA Uc,&44167 5 SHEET P.E. SEAL/SIGNATURE/DATE e 4 OF 20 ©- „ we5o?7`2)wT�4w *NOTES ON HV LOCKS AND'CENTERMATES: �a s1 ^ A B c c 5. 9 Y N s T u I Sce�, 1, MANDATORY CONDITION 11:ONE HV LOCK I&or��SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BUll �2 OF SHUTTER SPAN FOR SPANS UP TO 105'.AND FOR INST TIONS T ANY ELEVATION. NV LOCK"�4'or 2 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED To OR 26� 1 •l CENTERMATES W/(2) 1/4.0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON 1 TYPICAL SHUTTER ELEVATION. OS w®o• 2. LlT:IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 66„120 LOCKS OR q'g!MY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 1 , i ", „"",,,,r OR.R SHALL BE AS INDICATED ON NOTE(1)ABOVE /! -"e��/y LOCH ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �6-Nv9 / 3. �-�!�� ..---�� �3 Ic UCFn W/TWO -LOCKS)- LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY �ofi�Sb:tg 00 1!4� 241°'Q� BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). �^ 4. MANDATORY CONDTION 12:ONE HV LOCK @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN u^ o AND INSTALLATIONS AT ANY ELEVATION. HV LOCK�or @'SHALL BE USED AS AN OUTSIDE OR,INSIDE LOCK, ATTACIED TO CORNER CENTERMATE VI/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS g A7 TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Vo Novo-_ yMie MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5 - MATES o ;3zr Bqq9 OR :ONE ALTERNATE HV LOCK Zp MAY BE USED IN LIEU OF HV LOCK or 29 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT ��Y WE. 1/4'0-2Ox3/4'SS.THUMBSCREW TO 0 OR Q CENTERMATES SHALL BE MADE VI/ 1/4'0-20x3/4'ALUM. Tign1 N ° `a$� RIVNUT AS SHOWN ON SECTION E. SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO i , �f Eli !_;" LOCKS AT 1/3 OF SHUTTER SPAN. �` b1 6, MANnATORY CONDIDON fx FOR KEYSTONEMOUNTING Wff I IATIONS, ONE HV LOCK 0 or(a or @ SHALL BE II USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 98",AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or 1rS or @ MAY BE USED AS AN INSIDE OR ' t OUTSIDE LOCK,ATTACHED TO 0t1 or g SYMMETRICAL CENTERMATES W)�(2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. SEE END- M.S. LOCATION OF LOCK SHALL BE AS.INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS GS W/8 CONNECTION )(I _V OR Z3 TOP AND BOTTOM IS COMPLETELY MANDATORY. SHEETS ON D r E N 1 J K L N P D R Y W X aETTYYPS.(FULL 11 *NOTES ON HV "T" LOCKS AND CENTERMATES, HEIGHT, Ldw OF CORNER 1 ,SECQNO ALTERNATE TO MANDAJQI�(CONDITION#j VAUD ONLY FOR HV'r LOCK OD CENTERMATES Q AND °M1L"Qm" 4@13-- CENTERMATE ONE ALTERNATE HV"T-LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS 2j OR FOR ANY SPAN AND �aR�cvQ` ]�aRALLATION AT ANY ELEVATION.ALTERNATE LOCK 0-MAY BE USED AS,AN INSIDE OR oU SIDE LOCK.ATTACHMENT L:J OF LOCK 1@ INCLUDES USING REINFORCING LOCKER i(�L,J7 AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE (°'t7,13 CR(0 y CONNECTED TO CENTERMATES @ AND IJ W/ 1/4"0-20 x 1 1/2'LONG S.S. THREADED BOLT W/7/8'0 x 3/32" U OfcO.•rf WINGNUT OR W/ 1/4'0-20xl' S.S.M.S. INTO A 1/4'Ox 5/8'RNNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12" 8 7 f ca 6 ] 18°R MAXIMUM ABOVE AND BELOW MIDSPAN, USE OF TWO LOCKING RODS a TOP AND BOTOM IS MANDATORY. ©•118 0,T 9-T�J CR 9 f �RQ.z9l *NOTES ON HD LOCKS & CENTERMATES: 1 }tQ L($•�(3 W/HD CEfIMRR�M ATEES(� OR W W/(31 : ONE ALTERNATE HD LOCK D MAY�,B�,E USED IN LIEU OF TYPICAL M HV BLADE SHUTTER ELEVATION HV LOCKS�OR S FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK Cr"'MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 04 70 53�IS W/3#8 x 3/6'F.H.S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT�AS.SHOYTN ON SECTIONS HOB-HVB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 05t IS COMPLETELY OPTIONAL- FLORIDA BUILLD111 G C on High Velocity urricone one' ,IM Q�••, �r��, 02017 TILTECO.INC. IW 2017 EASTERN METAL SUPPLY,INC. •°'��c nis �.,''�-. BERTHA HVTM 11L1 EC O �N�. S Accordion Shutter System A " SA H.v. MADE#) w/OR w/o H.v.WINDOW MADE `'4•• 7 TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: L.C. 8355 I1M,361.e.St.,5t..305.%IRCNIA GARDEN&FLOROA 33111Association, Inc. t OLD 15-085 7/27/1i DATE O7/27/77 Phone:(305)871-1530.Fo.:(305)871-1531 4268 Westroads Drive 2 DRAWING No tsrt'•,!�,,, •`' 11M _rr l;01t...0_1.00m West Palm Beach, FL 33407. 3 7_ 07 ':V10MAL O'lilltl WALTER.t TILUT Jr.P.E. 4 +1� FLORIDA Uc./44167 5 SHEET P,E. SEALjSIGwU'RE/DATE 6 5 OF 20 ONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHECULE ON OR CONCRETE BLOCK POURED CONCRETE 13) REQUIRED 1/4'0-20x3/4''S.S. CONtCRETE RED IRE _j CONCRETE ANCHORS lJACHINE SCREWS REOUIRW FCR / e ./ i -(SEE SCHEDULE ON CONCRETE ANCHORS '• 17 18 A.E1mavE(SEE Mcvrmr:c ON SHEET / r Y - - SEE SCHEDULE ON SHEET i ® ) r / / SHEET 13)' NUTS® 12'O.C. J / / 12 oR 4 IAin 1/4 O E MAC'HmI N-E2 0SxC3/REaI•S S _ E rME7 USINGt/4'-20 u r. NUTS -- 19 f !,7J �/f. { �/• 012'O.C. E.D.r /✓/ / ' ( I 25D'Ste. `' � s l I 13 aR 15 / ' '�_c� - n. , OR .250'Max.1 OPTIONAL I i i i ii r ./ ' PTIONALGLASS(SEE I i i_ �RJ 9EEt ' ' EXISTING. 1 MIN.SEPARATION TO.GLASS ,1 r arJ>EmA+a. 1 OR t f} EXISTING I agADEs g� I 1 1 i MIN.SEPARATION TO GLASS, I i 1 GU55�_(SEE SCHEDULE ON SHEET it} GtA55--=i i (SEE SCHEDULE ON SHEET 11) EX6TINC I G'�� t @ HV WALL HEADER INSTALLATION 1:J HV WALL HEAD TALLATION BY WALL HEADER 1NCTA11 eTiON + KEYSTONE 1 EXST�•1G 1 ' MIN.SEPARATION TO GLASS i , (SEE SCHEDULE ON SHEET 13)• 1- Guss me c� i I I 1 OR ��A1� I I 1 E7G5n+G_ 'V 'MIN.SEPARATION TO GLASS GLASS W ON EET I I '(SEE SCHEDULE ON SHEET I1) I i 15 .k9 FOR Q r 1 1 $ EXISTING i I I f l,,f e • OPTIONAL i i e 11 i E.D.• I i i /// e r iii iii 1� ` sf i" I ,, 1/4'61ox. f ✓r —Z ! ��f•/ / 1 I 1 ` .�Df"" / oPTIONAL , i, ^'' �`'` t DR 15E prI I ; 19 TEE.- eR�713 OR / TR 1/4'0-2W/4'S.S.� ED. EQ .PHILt.IPS TRUSS HEAD • , ; > CONCRETE ANCHORS- 4'0-20s3/4'SS.PHIILPS L� 1.` 11/ONf 20 SCREWS NUTS 0 12'J D.C. (SEE'SCHEDULE ON 1/4"TRuss HEAD 0'N TS® 12 O C. -1-J' ONCRETE ANCHORS / O O (SEE SCHEDULE ON SHEET 13) j` + POURED CONCRETE SHEET`13) POURED CONCRETE r�'p�,r/ , !wim OR CONCRETE BLOCK OR CONCRETE BLOCK - NCRETE ANCHORS: REQUIRED WALL REWIRED �p V LL SILL I S T O (SEE.SCHEDULE ON FO HV WALL SILL INSTALLATION 'POu.RED.CONCRETE SHEET 14) OR CONCRETE BLOCK' WALL REQUIRED HV WALL SILL IN TALLATION N=FOR COIA9INAE9Y GP SEMOYsc INSTALLATION DETAILS W./ 1=SEE SHEET 4 FOR TYPICAL SHUTTER •E.D.-EDGE DISTANCE ♦ SEE.LIMITATIONS OF-USE FOR H V B LA D E ASSEMBLY (SEE,SPECIFlCATIONS ON SHEET 13) BLADc:�ON SHEET t9 2-MOUNTING SECTIONS CAN 13E COMBINED IN ANY WAY TO SUJT ANY INSTAUATION. A.tf/ FLORIDA BUILDING CODE Non -High Velocity Hurricane. Zone �:,•••�Cl E1YS�•! m 2017['ASTERN METAL SUPPLY,INC. '02017 TILTECO.INC., % BERTHA RW, 4 1 >, /—T,—LTEcA S A.S.S.A.A Accordion'Shutter System 0,t!C. xV.etAOE , W/OR W/0 H V.'VNNDON MADE .1 American Shutter Systems REV.NA DrsuipJIOR DATE DRAWN BY: L.C. AQ TILLIT TESTING k.ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 6355 INV.36N,St.Ste.!W.vuawA GARDENS.FLORM 3316 4268 Wes(roods Drive. 2 ��-- •`'--��\'�-1�-- pAona:(309)571-1530.Fax:(305)B71-1531 —DRAWING No "wsjQNAL'�N�1111J .-pl:t00067�HP.= West Palm Beach, FL 33407 s 17-107 �"'••euf/IY,N,, WALTER A.11LUT Jr.P.E. a FLo CA lG.p 44187 s SHEET P:E.'SEAL/SIGNATURE/DATE 6 6 OF 20 CONCRETE ANCHORS uN,3PIPATCV I I I� t�l♦ e 1 e to Cuss 1 CONCRRETE (SEE SCHEDULE ON SHEET 13) y Tc Ors(sue e I 1 OR a ue1 To 1 EXISTING , �4 xx REGUIREO 1 EDGE CF '{1t Fai ai�aEmAm I GLASS M 9EPAMl6N qj �� , 3 �/// IF at s�T 1s rat I TO cuss I f jJ/` 1,f E D.R APUCPBLE EXEXINS� EtAE6(9t QA� �. (N ow It) scn2taG \ , I1 ,I I 9 ' "+''r/AA,e�/ i�'r ';. } ALTERNATE"\ i i i i }i i i p(G(ANCHOR ✓ /� /r/ ' x i LOCATION § I ii 10X3/a't+Ex WASHER HEAD I � 1 e /� } 11 GRJ13oR 15 .L }• I f J/0"laN. SCRENS O 12'O.C. 1 •'/ ! .• EDGE OF - CONCRETE ANCHORS SL1B IF 7 (SEE SCHEDULE ON SHEET 13) °',. E`•e r E01 f,!/r'� lfr /l e✓f '�+//l>!./APPLICABLE 'J < •l r+ L ! , ECG IF / / f/ EXISTING i e e I 1 I I —,i i J.r+ r',, ,/I i!�. ,/✓+ t+,/.� / !/+ /°%/ S IF ++!/ r f fi/4, ,/ I EDGE CF / •�,/-F✓�/^�{ . +{t: + <°fr."�, ,✓ GLASS•---• t /,f / f,} + 1 y_ 1= '.+ f EDGE OF ;' :+ { '�/r`! AF UCABLE SLAB IF f,,. ,e: f � /.•/ P✓ l r / ��./�/ 'll AP LE f ,�'/ f- J / ! ✓; SL4B R ' ee:a sEPAPA3H 1 I E.O.,`� .Q., „• r /p° AP POURED PUCABLE r -� 1 RETE ANCHORS TO a EAD((SEE SCHEDULECON SHEET 14) f f' / r"r+' ; E.D. CONCRETE POURED l�Jf`t r/Af'rF ��,,.✓/J r/,' r CONCRETE REQUIRED '1 it q w{DF9 ♦ REQUIRED AT HEM CONCRETE AN at L 19 Far 1 OR 9 CONCRtZE , SCHEDULE 6M0Ls®L�La REQUIRED :E or E D,' ( SCHEDULE ON SHEEP 14 I1 TRENCH INSTALLATION AOD ONLY FOR UP TO +70. -75 PSF A.S.O. @ HV FLOOR INSTALLATION t Q HV WALK—OVER INS LlAT ON DESIGN PRESSURE RATING&FOR SPANS PER SCHEDULE 03,SHEET 11 © HV CEILING INSTALLATION EX611NO �„"EGLAZ R CONCRETE ANCHORS Gas'-'1 to wss _ i tea ScPARRY.Ri t 1 O (SEE SCHEDULE ON 1/4-B my gUtt',t7c ieP[av w/ $ 5---- I O m cuss / EXISTING SHEET 18) ADVANCED THRFADFatae 1 { Va sm+cam) 1 I t EWSTRIG—i 1' 1 -s— TECIWOLOGY OR 1/4b POWERS EXISTING_{ ,Mae STA%t=,,TO afA55 I G(!SS-1 FASTENERS TAFFERt M'GY]iS w/ GLASS f I GLASS -(T[E StFa�taE CI S�E[i IfI O 1 LLta F[PAPATYa1 TO PeA31 1 1 J/a" N.FAIEm1A77R O t -�(SLE 3CPi1Vlr CH 11) O.C,FOR UP TO 6'-0•SPAN AND } 0 ` { I 1 4'O.C.FOR SPANS URGER THAN } �� i i I •� { 1/4 /A' sEA Aw AT EvEtr FASTENER HEAD, ;}�MAx, Jt� MR)(�E rroTE T ar �1/2• } w p I ' 810x3/4'HEX 1E,.Q s.?'E f SHEET 77 Fat Uv,TAT� 3 MAX. 3. 3 OR t 5 1 1 wASI ER HERO e 1 { y 1 I Mua }{ .-TEK scRE.r ) I RICO sELNrt //, t 3 8 f e L %#14X3/4' HEX HEMJ j f ,TEK SCREWS 0 9'O.C, 1• d14X3/4'S.D.S, i ' i } 1/4" / 1/a'o-2o.J%2 ss u5 OR t/4'0-20 S.S.MS, CONCRETE.ANCHORS ILL O 3/! ' v - j /r UsinO 1f4'a-0 NiRS(SEE SCHEDULE ON 1L .l--X- ®9'D,C. MDx, i O 12'OC. / 1/2W/NUT O 9'O.C. -7 14) r > , /! E105RNG e:mf StRUCTUM 2.00'ALIN. WALL TRIM(DECORATIVE EDGE OF}` / !e, 1-• E.D. TILL) ! i;1/ j % ° }1 / r•/ / SLAB IF L �- �14X3/4"F.H.S.O.S. MIN- RE0uSE0 ff rf,t i R >" + e , POURED CONCRETE f f APPLICABLE ..e5 a 9"RC. i 1 7/8'•, t 7/B' CONCRETE ANCHORS SEE NOTE 1 b) V "a E.O. '! POURED CONCRETE (SEE SCHEDULE ON ON SHEET t EE NOTE 13(b) !' / f•r f: s / y !• POURED CONCRETE ON SHEET 1 �_. • "ED,. '' Q` ' REQOIRERETE BLOCK SHEET 14) OR CONCRETE BLOCK ^- D REQUIRED MO KEYSTONE MOUNTING INSTALLATION, OPno)uL POURED) O HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MAXMUM A.S.O.CESIGN PRESSURE:+64,72 POt CONCRETE MAXNUM SHUTTER SP94 8'-0' REQUIRED OJ HV RAINGUARD INSTALLATION t t THIS Nonr FOR COMBINATION OF SECDON<; r REMOVABLE WHEN PERFORMED' E.D. EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT ♦ SEE L'MRARONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE(2 ON SHELT 19 INSTALLATION DETAILS W/ 0 HV BLADE ASSEMBLY 2-MOUMING SECTIONS C4,14 BE C6E104NE6 IN ANY WAY TO SUIT ANY INSrAUATIOHE 11114 '�A. �'% •,. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 02017 T)LTECO,INC. Q 2017 EASTERN METAL SUPPLY,INC.Nsc� BERTHA H TM 0. ASSA. AS Shutter System H.V. 11AOE#1 w/OR W/0 H.V.WINDOW MADE "O f American Shutter Systems 2 TILLIT TESTING '& ENGINEERING COMPANY H DESCRIPTION OAT[ DRAWN LC, O Q t Association, Inc. 15-0 1 OLD 5-085 7/27/1 0 DATE: 7/27/17 Tess N.W.J1(h.se.,67e.Jos, ,F..c4ROE)S.8 rLORDA-153 arm 4268 Westroads Drive z � s .... -(. Prone:(3G5)871-19 0,F. ;(305)071-15J1 DRAWING No O�AL tiN\1tL t e m0EB,1CO067710 com West Palm Beach, FL 33407 4 17-1 07 WALTER A TILUT dr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA UC. 44167 6 SH7ET OF 20 SEE D WAL I ON SHEETS 0 & IS NOTES ON LOCKING RODS®.1W LOCKS 22 of OUT 9� IN i INSTALLATIONS Wf 1 HV **B�`LTS�K o ALHW®IS V�FOR EXISTING GLASS �~ B LA D E W HV CENTERMATES CErrEP.LATES APPLICATION VAM BLADE01 OR SEE END WALL CONNECTION 1 10 1 J�'1©•©° 1�•©� EXISTING GLASS D IS SHEETS 0 - --------- ----------------- } 8°R1 8oA8 . 7 « — — 2•x2•.1/8'x0'-Y I O•1$-O.1 3.1 19• 3 t�a^ 7^ 6 7/Z^ 7^ (6o63-Te ALLOY)au1Q OPPOSING SYMMETRYCAL ANGLE yr/(z) 1/aro TAPCON t/2^ °•a�2' AacHoes fo CONCRETE I CENTERMATES i CENTERMATES (TOP/ 60T701d)& 870x3/4^S.M.S.O 12' Wf HV LACK 4 OE (Y�) MIN. SEPARATION (4)g10x1/2 s.us.TO A)& (( O.C,FULL LENGHT. i WA/ HV L0� 22 To GLASS AT EACH ANct�cT7a) 5 1 �� ® " (�iF* 35* IN } 3 * 3 . 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BERTHA HV TM A S S A Accordion Shutter System y "IL E C O INC. ■ ■ ■ ■ H V. BLADE#1 W/OR W/0 H V.W1NJ0W BLADE ?*; American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY REV.N oEstRlPnoN DATE DRAWN BY: L.C. Q Association. Inc. t OLD 15-085 7/27/17 DATE: 07/27/17 11 Ste'305.NRGR101 GARO35.FLORA 331E o'q4268 Westroods Drive 2 Phone:(30.571-1530.Fox (305)871-1531 DRAWING No �OfVAI \j17,7 e-maEB4100067191cam West Palm Beach, FL 33407 3 }7-107 •' to IYALTER A TILLIT Jr.P.E. a 'rr"•r NNF FLORIDA Lic.#44167 5 SHEET P.E. SEAL�SIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK &0j HV MALE/FEMALE "T" LOCKS CENTERMATES _8 9 & LOCKERS �2-' W/M HV BLADE SEE END CONNECTION DETAIL ON SHEETS 10 Ar 18 INSTALLATION n HV BLADE OUT ll4 ` 6 Ff MALEQSU[K CE AR HF,VINDICATED aH srEV 6. W/ HD CENTERMATES AS HELL A9 UNYERSAL FLOATING MADE Q DETAL'HEO-NVD. ®w®04V"O7 wl'Jp1 IO•�w IMCATE11 ON THIS SHEET,MAY BE USED LY""'S INS aLIER<'n 10•®°'®®'®"©'®°' TALIATI N DEEM ry SHOV..N IN THIS SHEET. $f. 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(oPcw:+u1 HDB--HVB OUT DC- C 'Y'LOCK.ON$FEET 5. * SYMMETRICAL HD CENTERMATES. 30 HV "T" LOCK (OUTSIDE) 26 SYMMETRICAL HD CENTERMATES LOCK (INTERIOR) W/ F3�+' LOCK (EXTERIOR) ft ( f SEIGES 9444 AWMr:UNI HVG* (2024-T3 ALLOT)URGE FSASE NU I©w®w©•OwOw 1 O'vw SHEET NU:SFJ77,PART 8 062D. —10• AS 1AMWACTURED T3/AWEL CHEF�Y TExTCFTL PARSFWff A'EYF JEFSV ©•7O•©w©�O•®w 07054 OR EOUAL- s.�w�•pw®.©w a.pwp.pw,s.OwCQ'® *`_EE NOTE9 CN IDC1d.G FOE6®4 1O®MlC4S Wl SIQQ S */�UW49SAL FLOATING FLADEQ Wa ICD-RD 3 YALG FOR RL CENTEA rS APFI. OX-M"MCC HOD—HVDs* FLOATING STACK iv FLORIDA BUILDING CODE(Non High Velocit Hurricane Zone 1 02017 7ATEC0.INC, ©2017 EASTERN METAL SUPPLY, INC. %NSF''•''?' BERTHA HVTV 0,4 A S S Accordion Shutter System L E C O 1 N c. ■y HV. RADE#1 W/OR W/0 H.V.WINDOW I AOE ` TILLIT TESTING $ ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION DATE DRAWN BY: LC. 1�p E799 N.W,39;h.SL StP.]05.NAGWN GARDENS FLORIDA 331E Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 ` PIIORa:(3D5)571-1530'•F-:(305)671-1531 4268 Westroods'Drive 2 DRAWING No 1S � L' �\)( t( e-mPEBtL0069'BOlpom West Palm Beach, FL 33407 ` 17_,107 !O G (( • '••uNATTp WALTER A TILUT Jr.P.E, FLORIDA U..6 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 9 OF 20 i-- r—POURED CONCRETE POURED CONCRETE CURED CONCRETE POURED CONCRETE OR I f ,�� ,+' ! OR CCNCRETE ^ OR CONCRETE 1 I OR CONCRETE -.___J` J'� • 1 r -- CONCRETE BLOCK%VALL i / BLOCK WALL REQUIRED BLOCK WALL REQURED �`—"— V �/ BLOCK WALL REQUIRED REQUIRED f /� /` EXISTING GLASS r ' % —EXISTING GLASS CONCRETE ANCHOR' EXISTING GLASS 2"Mom., EXISTING GLASS( e ts'D.C. % ——— S lord SEPARATIIXV TT-2'MUM., I ( fir'` y MIL SEPARATION / s�. SCHEDULE ON St.EET /' TO GLASS(SEE I.N.SfPPRATtQu ED�l I EQ TO MASS(SEE ' `'�,, 11 FOR BADE OAND ' i �" ; TO GLASS(SE SCHEDULE UV SHEET 1/16"x3"MAX. Ou SHEET 19*O� �� i BVD O SCHEDULE ON SHEET r f f I I 11 FOR RIDE�AND (6063-T6)COW.��� ���&� CF4 SHEET 79 FOR 1/�• I 1I FOR�®AND (LOCATE AT 1 ON s`'�19 FOR ALUM. CLOSER � 1 EUNES IQ&QJ�i -T` L ` ON SHEET 19 FOR ERHF�R SIDE i WDE5 1D&pA PLATE. (LOCATE 1/2" BLADES�10.&Q� OF S) AT EITHER SI�O; E11N 1 2"MIN. � I _-- ( USE U OR 2-MAX. I -_----- (AS APU,,I C E)ANGLE x0'-2' �10xa 15 D.C. I I --y<�' ALUtdINUU CUP ANGLE 10x1/2'S.M.S� ® l6"O.C. _ __ $ ® 16"O.Q. _---• / I - 4 (6OC,;,- A,1 GY)AT MIDHE161IT i 1 I 4 C,)�1ox1/2's.u.S.Top& l - (2)1/4-0 TAPCONS ANCHORS TO O,(LOCATE AT O� SEE DETAIL F WALL AT 1-O. 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SCHEDULE ON SHEET �_------ _ © O ON SHEET 19 FOR ANCHOR® 11 FOR BADE IDA14D 4 L______ ___ 1 OR13OR 1 OR 1 EADES m&(a 12-O.C.f l' ON SHEET 19 FOR coANNCHOR, ' ,'�,sEo i 5 P1ADE5©&® L----- - OR 1© ®�C __ 1/2'MN. ,� I 1 4 1rr'---- _112'MIN. '"i! --_--- •Ffr� EQ• A OR®OR(OR V 2'MIN BLADE�1ON SOF�SE FOR s2"MIN HEEPII 0 OR3CR(BOR(j3OR( VIEW 1 OR Q• � ®a©.�a�alo.Qn DETAIL X POURED CONCRETE OR ®a©•O�®n10•®n ' ,Qapn®_�,®,®a END INSTALLATION CONCRETE BLOCK WALL \ l t0.�®w®,®a®.®a 6 7 6 7 REOUIP.ED \\— O.O•©n0.O•®a HV BLADE OR I HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. �•Ow�•�O.On ®•®nO•®w�•® END CONNECTION DETAfL Q•®w®•Qn�•®w'T�+®A ".GQ C ION I)ETAIL© w®® FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 1 •• a G2017 DLTECO,INC. 02017 EASTERN METAL SUPPLY, INC. '�\CEIys . BERTHA HVTM A.S■S■A. Accordion Shutter System KV. BLADE#1 W/OR W/0 H.V.WINDOW RADE iE1 American Shutter Systems Ev R DESCRIPTION DATE DRAVIN BY: LC. TILLIT TESTING & ENGINEERING COMPANY @ Association, Inc. I OLD 15-085 7/27/i DATE: 07/27/17 •••. /(• &185 1..Yf.36N.SL,M..305.YIR—G4RDEN5�RORIM J316 •. �r)AIRD .:'4d PDona:(305)871-153D.FEa:(305)871-1531 4268 Westroads Drive : 111 o-me:nt«a®coLEem West Palm Beach, FL 33407 3 DRAWING No �N6+111 ES-00067I D 4 17-107 ,V+ t'lALTER A.TIWT Jr.P.E. r�,.•.x,�•, FLORIDA U. B 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE. 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAX,ftUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+' MAXIMUM SHUTTER SPAN*"L+" (ft_). FOR INSTALLATIONS W/ OR -L-" (ft.) FOR OR "L-" (ft.) INSTALLATIONS INSTAIJATION LEGEND • NOTES, J EN7 RM TES. &® or Or INSTALIA710NS W/ Iy M CONCRETE & WOOD (1) L+:MA)(1MUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H V. LOCK ® or ® or or N &)W/101tNE F#V LOCKS MANSORY POSITIVE A.S.O. DESIGN PRESSURE RATING. HD LOCK ®tV/ NO LOCKING RODS or ONE HV LOCK or or® ORW0 LOCKING NAIL A, 8, C, 0, E, M. N, 0, P, 0, as:O. pESI�GNO PRESS F RALE SPAN TING- W/ GIVEN NEGATIVE CENTERMAT� 28� 29 W/ ONE yJ/ HO LOCKING RODS ® ODS MOUNTING F. K & L R. S, & V. 'T" LOCK 30 W/TJ10 LONG (SEE NOTES t.tt) (VAUD FOR MOUNTING n' H6J (� (2)PROCEDURE'TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOMtBSEE SHEET.7) FLOOR/CEILING G, H. I, 11, J T. U, W & X WALL MOUNTINGS(TOP/B07TOM) OR FLOOR/CEILING: tA.419�1�[-cCC tt 0/� CONCRETE&WOOD MOUNTING CONt:REJ1=7c Y.'00 INSTALLATIONS lJ CONCRETE & )A Mawum4 uAxuuu INSTALLATIONS ° INSTALLATIONS 'GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, A 11 OSSC•t ASD.DESIGN ASD.DESIGN P9ESSURE WALL Nouumtc PRESSURC DETERMINE MAXIMUM SPAN •L+'FROM SCHEDULE. Orn Fi?f35U-nE WALL lAOVPLTItfG FLOOR/CEILING RRWG 6 M,LUG FLOOR/CEILINO MOUNTING GIVEN A NEGATIVE AS.0, DESIGN PRESSURE RATING, MOUNTING (R•+lJ FLOOR/CEIUNG MOUNTING (P.0 ORDETFRldINE M1AXIMUM SPAN'L-"FROM SCHEDULE. OR-) (,M-) FLOOR VALL UOUNTu4G 0 l.1AXIMUL7 SHUTTER SPAN °L+"OP."L-•FOR 14 (a) !L-(a} L.+SA) L-IN L 4 (it) L-(5) Li C1) L-t11) 30 OR L t6•-0' 1 16'-0• 1.6'0" 16'-•0` 30 16'-0' 16•-0" 30 16'-0" 16'-0' INSTALLATIONS INTO WOOD SHALL BE TING.LIMITED TO FINAL MAXIMUM AN DtYSPA SPAN E EQUAL TO THE 105 psi.A.S.D. DESIGN PRESSURE RATING. AI ! DETERMINED SPAN BEfVtEF14•L+"AND 'L-'. 35 14'-10" 14'-,0• 15-2• IV-0' 35 14'-f0" 14'-10' 35 15'-2" 40 13'-10" 13-10• t4'-2' 15'-2" 40 13,-10" 13'-10' 40 14'-2 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' IS-1' t3"-4" 14'-3" 45 13,-1" IV-1" 45 13'=4' 14'-3' t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOW7INGS 50 72•-5" i2'-5' 17-8" 13'-7" 50 12'-5" 12'-5' S0 12'-3' 13'-1• MOUNTING'INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEIWYG MOUNTINGS: 55 tt-70 n'-10' 12'-1" 12-11 55 11'-10" I1'-10" 55 11'-t' 11'-11° SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 60 11'-4' It'-4" 11'-7" 12'-4" 60 11'-4• 1V-4" 60 10'-2• 10'-11• NOTE#5, SHEET 5. RATING: 65 ,a'-10- ,0'-10' 11'-t" 11'-t 1' 65 10'-10' f0'-to" 65 9'^5' 10'-1' DETERMINE: LETERMAX. SPAN FOR WALL MOUNTING INSTALLATIONS, 70 70'-6" 10'-6• 10•-9" 1 V-5" 70 10•-6" 10'-6" 70 8'-9" B-4' L2+= LUX.SPAN FOR FLOOR/CEIUNG MOUNIING 75 Id-1- l0'-1' 10'-4• 11'-1' 75 10'-1• 10'-1" 75 ttEXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. gQ g'-,0" 4'-tO' t0'-0" 10'-9" 80 W-10• 9'-10" SPA14'L+'OR•L=AND MAXIMUM A.S.D.DESIGG FOR A GIVEN NEGATIVE A.S.D. DESIGN.PRESSURE 85 9'-6" 9•-b' 9-9• to'-5' 85 9•-6• 9'-B" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3" { 9'-3' 9'-5' 10'-1" 90 9'-3• 9'-3' OR CONCRETE BLOCK SHALL BE UMTTEO AS FOLLOWS: DETERMINE 1- CONNECTIONS TO KEYSTONE MOUNTING LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-G' a-9• 9'-2' W-10• 95 9'-0' 8'-9" LIMITED TO +64,-72'p.s.f. AND 8'-0" SPAN, SEE 100 8'-9' 8'-4' 9'-0` 9'-7" 100 8'-9• H'-4° MOUNTING®ON SHEET 7. �'3 SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. 105 6'-7' 7-1 I' 8'-9" 9'-4• 105 8'-7• 7•-11' 110 8'-4' I 7-7" B'-T 9'^2• 110 8'-4' T-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 715 6'-2- ► 7•-3- 6-4" 6'-11" 115 6'-2" 7-3° SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN °Lt+: "L2+". "U AND %2- 120 6'-0` 6'-t 1' 8'-2' 8'-91 120 8'-0" 6'-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7--IV G-8' 8'-O' 8'-5" 125 7'=10" 6'-8" ALLOWABLE SPAN AND NEGATIVE A-S.D.DESIGN 330 T-8' 6-5• 7'-70' 8'-1" 130 7'-6• 6'-5• WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2• 7'-9• 7'-9' 135 7'-7• 6'-2' SPACING. 440 r—s' s-„• 7•-7• 7'-6- 140 7'-5- s•-I1" ASTM E-1996 SEPARATION 145 7'-3' S-9- 7'-5' 7'-3• 145 7'-3• 5'-9• TO GLASS 150 7-2" 5'-7' 7'-4' 7'-0' 150 7'-2• V-7' 155 7'-0" 5'-5" 7'-Y 6'-9• 155. 7'—a' W-6' 1 T.HRU 3 1 , 160 6'-ti' S'-2" 7'-1' 6'-7" 160 565 6'-10" 5-i' 7'-0' 6'-4' 165 170 6'-9 •4--11" 67-11' 6'-2" 170 V-9" 4'-11" 175 6' 6'-T 1 a'-9• -9- 6'-0' 775 6'-7' 4'-9" 180 6'-6" C-8" 6'-8" W-10" 180 6'-6' 4'-6' H V BLADE 185 6'-5" 4'-6' 6'-Y 5'-8° 185 6'-5' 4'-6" 190 '6'—e 4'-5' 6'-6' V-6• 190 6'-4• 10-5 6'-3" 4'-3" V-5- 5'--5" 195 6-3 4-3 4•-3• 200 6'-2" 4'-2' 6'-4• 5'-3' 200 ,6'-2" 4'-2• 205 6`-1' 4'-1" 6'-3" 5'-1 205 6'-1 1N; '°'+.r� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' % 02017 TILTECO,INC, ©2017 EASTERN METAL SUPPLY. INC. BERTHA HVTM Ir ASSL EC C �N�. . A I Accordion Shutter System HV. MADE#1 W/OR W/O H.V.WINDOW BLADE �, -- American Shutter S stems i TILLIT TESTING & ENGINEERING COMPANY y REV.N DEscwrnaN DATE DRAa1t 8Y:MdCv.L.c. Association Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 M5 um.36m.st.,Ste.sas,n9civw wRDENs.noRDA 3316 4268 1•Vestroods Drive 2 Ph—:(305)871-1530,Fax t(305)871-1631 DRAWING Na % �` \ tit a .ii:UReaaoc.140. West Palm S Beach, FL 33407 3 S�DNALECG�It ES �1t 1VALTER a TILLIT Jr•P.E. .�t' FLORIDA Lk,B 44167 5 SHEET P.E. S9['/90MKYIJRE/DATE 6 11 OF 20 poi •'mmima�mmmomomm�omm®mitmmm ••mc�m>� m000mom�n©•'m� � -. . . 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SCHEDULE FOR A GIVEN MAX SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES •*^E PRESS IRE RASR(G AND A CORRESKINIInG MMOIJG TfFE FOR CONCRETE OR CONCRETE BLOCK INSTALlA71ONS (SEE MOUNTINGS E.G.&H ON SHEETS 5&7) 1.ANCHORS TO SUBSTRATE SHALL.BE AS FOLLOWS: POIiRFD aQRM*,£TE/C0NC EM BLOCK POURED C016CRE E (A) TO EXISTING POURED CONCRETE,(MITI.AC-3 k6Q YAU1at11 QWAl1.SILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING ANCHORS S -1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDER.(Min,f'C e 3 k41) SPAN PII(�jjc LFCENn -7/4.0 i 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL,POINTS SCREW,BOLT&SPECIALTY COl1PANY. (Min.f'e d 3 I6Q (8) k&MOTSM st60F,E,PFRS93 E RAT=I Aso,OEXGl 11GAINE MSA&E RMIC OLS M LVA l MSSM RA101G 1/413 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED.BY,FLORIDA FASTENERS DIRECT,INC.(MTn.f'C�-2.kei) TAPCCN OR Jo 40 60 75 90 t2o 160 ZOS 30 40 60 75 90 120 180 205 30140 50 75 90 120 t60 205 TAPCON A%1H ADVANCED 1/4'0 TAPPER+ANCHORS'ps-fAANUFACTUREO BY POWERS FASTENERS,INC.,g17D'OISIRIBUTED BY ALL POR4TS SCREW,BOLT&SPECIA Tf to 12 t0 s 8 a s 55 14 12 to 9, a -e 6 s is 12 t0 1 s s e 5 5 YHREADFORM TECt1NQLO0Y COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR.REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0' 14 I2 to 9 e a 6 6 .14 12 10 9 8 8 .6 6 14 12 10 9 B 8 B 5 (fAm.1'C e 3 kS,) QR LESS 14 12 t0 9 8 8 6 6 14 12 IO 9 8 a 6 6 14 12 10 9 8 B 6 5 ALL PE TA SOUR-SET BLUE TAP Vf/CAP NOTES: 14 12 io 9 8 s 5 7 t4 12 t0 9 8 e e 6 14 t2 t0 9 e 8 6 6 TAPPER+ A.1)MINIMUM EMBEOMEW INTO POURED CONCRETE OF TAPCON OR TAPCON;WIR1 ADVANCED TNREADFORM TECHNOLOGY ANCHORS AND TAPPER+ /4 12 10 9 8' 7 55 3.5 14 t2 lD s e 8 6 6 14 12 10 9 8• 8 ti s ANCHORS 15 1'3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 -1/2'. 4'-0' 14 12 10 9 8 a 5 6 14 12 10 9 8 6 6 6 It 12 10 9 8 8 6 5.5 14 12 to 9 S 9 6 4 14 12 f0 9 a 8 6 45 14 12 t0 9 8 8 4 15 A2)MINIMUM EMBEDMENT OF 1/C0■3/4'ALL POINTS SOLID-sEr ANCHORS.SHALL:BE 7/B'LYTD THE POURED CONCRETE.NO EMBEDMENT is 12 /0 9 8 a 6 aS /4 t2 10 9 8 a s 55 t4 t2 fD s e e E 4•5 .seD w?A7O:a cF usE FOR INTO STUCCO SHALL BE-RE'RACIREO.1/4'0-20 S.S.MACHW@SCREW USED SHALL BE 1 1/2`TANG MLVWUM SHOULD STUCCO 1} f2 TO 9 7S SS 75 - Ta 72 10 9 B e e 5 /4 72 10 e 8 7 SS 4 elAlL� �.is E1tlST,.AND I'MINIMUM FOR WALLS Y/RH NO STUCCO. 5-a• f4 12 to B B 8 6 6 74 12 10 9 B 8 8 55 14 12 /0• 9 '8 a 6 4.S 14 12 to $. 7. 7 4 - 14 12 10 9 B 6S- 5 35 14 /2 70 8 8-S 5. 3.5. 3 1A.3)IN CASE THAT PRECAST STONE-PRECAST'CONCRETE PANELS.PAVERS OR ANY VENEER 6E'FOUND ON THE'EXISRNG'WALL OR FLOOR, 14 12 t0 75 4.5 14 12 10 9 a -a a 4S 14 t2 10 S 8 6 4.4 75 ANCHORS.SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WAIL FLN6NF5,ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 4S - - 14 12 10 9 e 75 5.5 a 14 12 10 4 6 5 4.5 3.3 NOTES &tIT0)EABOIFS VE FOR INSTALLATIONS IINSTAL A UDSONS ON SHEET VINYL SIDING OR E05 WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 6,-0' 74 t2 10 e 6 - 14 12 70 9 B 8 B 5 i4. 12 10 B '8 6.5 5 15 14 12 10 s5 3 - 14 12 10 8.5 7 5.5 4 3 fa 12 8 6.5 55 4 314 12 110 6 - - 14 12 10 9 8 65 5 75 14 12 10 85 8 5 { - (B) TO EXISTING.CONCRETE BLOCK:(ASTM C-90) to 12 6 55 55 3 - - 14 12 10 9 8 65 4.5 3.5 14 12 10 B ,7 5 3.5 3 -1/CO TAPCON OR TAPCOM WITH ADVANCED THREADFORI4 TECHNOLOGY ANCHORS,AS MANUFACTURED BY LLW.BUILDER. 1 4 0 4 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0' 74 12 '70 9 B 8 - - 74 12 10 9 B 7 5 4 t4 f2 tD 8 7.3 Ss 4 3 - 114'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 t2 fo a 65 4 - -. 14 12 9 7S 8 45 J.5 - 14 OS 7 3.5 4S 3S - - -1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS.FASTENERS;ANC..AND DISIWBUIED BY ALL POINTS'SCREW,BOLT&'SPECOLL1Y 14 12 70 P.5 7 a - - 14 12 10 9.7.5 55 4 - 14 12 9 7 73 45 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED INITH THE AMERICAN SHUTTER'SYSTEMS ASSOCIATION,WC, 14 /1 7 55 4.5 - - 14 12 10 9 75 s5 4 - 14 12 9 7 6 4.5 3 - B,�. 14 12 to 9 14 12 10 9 H 6 4- = 14 12 fo fl 0.5 S 1S = NOTES:• 14 1Z 65 7 5S 3 - - 14 12 a 6.5 55 4 3 25 9.5 6 5 4 3 EL 1)MINIMUM EMBEDMENT INTO CONCRETE BLACK OF'TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS t 1/4'AND TAPCON 14 SZ 95 7.5 fi - 14 12 95 a 65 5 - - 14 12 B 5 65 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS LS 1'. 15 95 E5 5 &S - - 14 12 10 B 63 3 - - 14 12 8 a5 5 ♦ - - 9,_0. l4 iZ 10 9 8 - - - 14 12 10 9 75 4.5 - - 14 12 8.5 7 &S 4 - - 8.2)MINIMUM EMBEDMENT Of 1/4'0.4 3/4'ALL POINTS SOUD=SET ANCHORS'SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK,NO 14 115 75 6 4 - - 1♦ 11 7 55 S 3.5 - - Tt 6 55 r5 35 - - - EMBEDMENT'INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 I B 6S 45 - - 14. 12 BS 7 5.5 4 - - 14 105 7 5.5 6 4.5 - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 15 SS 14 IZ 9 7 6 4.5 - - 14 I7 7 5.5 45 3.5 10'-0' TZ 10. s 75 - - - 14 12 10 6 65 5 - - 14 12 a a 5 4 - - B.3)IN CASE THAT PRECAST STOR:PRECAST CONCRETE PANELS.PAVERS,CR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 111,f t0s 7 5 A - - 7] 95 6S 5 4 3 - - 10 74 5. 4 1 - - - ANCHORS SHALL BE LONG ENOUGH-TO REACH THE.MA114 STRUCTURE BEHIND SAID WALL FINISHER.ANCHORAGE SHALT.BE AS INDICATED ON 14 tl 75 55 - - 14 tt.5 9 6 S 4 - - Z5 9.5 6 5 4 4 - NOTES EL I)&8.2)ABOVE FOR INSTALLATIONS ON VINYL,SIDING OR E1Fs WITH OR�WITHOUT METAL sNOs CONSULT THIS ENGINEM as e 5 - t4 I2 8 as 5.s a - - t3 70 6.5 .S ♦ 1 - FOR INSTALLATION:INTO EIFS WITH METAL STUDS SEE SHEET 20. T T,_O. 14 12' 10 - - - - 14 12 9 7 e as - - to t05 7 55'4.s J3 - (C) ANCHORS.SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 25 B.5 S - 12 9 6 45 4 3 - 9 7 43 35 3 - - - 14 SO 7 - - - - 14.105 7 5.5 4.5 - - - 11.5 8.5 55 4S 175 - - - 95 7 4s - '16.tt.5 7.5 B 5 - - t2 9 e f.5 4 - - - (0) SEE.SCHEDULE BELOW FOR EDGE DISTANCE(ED:)VERSUS SPAONG RELATIONSHIP.FOR ANCHORS. 14 Iz to - - - - - 14 12 a 6.5 35 - - - 13` w 65 5 '4 - - EDGE DIGTANGP VERSUS SPACING SCHEDULE FOR ANCHORS,. 12'-0 15 BS 45 - - - - 11 8 SS 4 3.5 - - - 8 e 4 •3 - - - - WAMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED.BELOW:FOR E..D..LESS,THAN THE INDICATED,REDUCE ANCHOR SPACING J.3 95 6 - - - 73 95 85 5 4 - - - 0_5 , 5 4 - - - - BY SPACCII SPAC640 SHOWN ON SCKEDULE BY THE ING OBTAINED USING FACTOR SMALL NOT BE LESSNG FACTORS. TIIMI MINIMUM SPACRID iNOICATED FOR EACH ANCHOR TYPE. B 6S '- - - - - 74 105 7. SS 4.5 - - - tt B,5 55 4.9 3.5 -- - 13•-0' 14 12 - - - - - - 14 115 7.5 6 5 _ - - 12 9 6 4.5 -4 - - _ _ FACTOR toy a - - - tD 7.5 s 4 3 - 75 s.s 4 3 - ACTUAL TAPCON'WITH ADVANCED TAPPER + 2.o B5. - - - - - - 12 9 6 4.5 4 - - - 95 7 9 _♦ - - - 1 V BLADE O EDGE TAPCON TIIREADFORM TECHNOLOGY �'POINT SOLID SET BLUE TAP W/CAP MIN.SPACING I- - - - 13 93 65 5 - - - - OS 75 a 4 - - - OI ED CE MIN.SPACING a 3' MIN.SPACING=3' MIN.SPACING-3 1/2' MIN,SPACING-3' 3 3/4' 4' T4•-0' 14 12 -1- - - - 14 105 7 53 - - - it !.5 55 43 - - _ 10 73 - - - - - 9 T 4.5 15 - - T 5 3.5 3 - - _ BLADE W1 POURED CONCRETE& � 7E CONCPEIE BLOpM POURED CONCRETE& POURED CONCRETE&poLRED Ga'�fE B'.0.7( - tf a 5.5 4S - - - - 9 93 45 - - - - - ' O CONCRETE OLOCK WL E0..31/2'WL EM-21/Y CONCRETE BLOCK CONCRETE.f1lDCK. E0.•J 1/Y MN-00..21/Y AFN ED1.3' NOR 1 WL E0..Y 7,5 - - - - - - 12 9 6 - - - - - 9,51 7 1461- - - - 3•E WORKING '1 1.0 0.90 1.0 0.78 10 0.84 1.0 BLAD _ - _ IN UNISON ♦ 2 1. 0.71 - 0.8E - 2' - 0.t - .Obt 1.3/4' - om - _ - 0.43 - 16' 1 1/2' 0.35 - - 0.35 B5 - - - - - - - 93 75 - - - - - e a - - - -? FLORIDA BUILDING CODE(Non-High Velocity ..Hurricane Zone ',11L1L�7"`�••••••••(•�' f= QZOtD TILTECQ,IKC. 02017 EASTERN METAL SUPPLY,INC. T^ �V- BERTHA HVTM ��cFvts �� ASS A o IL E C O �N�. , Accordion Shutter System }� ; H.V. MADE#1 VY/'oR W%o H.Y.NINOOYV BLADE •a= �� ? TILLIi TESTING & ENGINEERING COMPANY American Shu ter Sysiems qEV.N. OESCRIPTION DATE DRAWN BY: LC. 9 Tg1F�F ;' '.;' 6355 If-W.36U.SL.Ste.305.MRGINAA'GARD0J6,FLORIDA 331E Association, Inc. r OLD is-ass T v t DATE: 07/27/17 1A .Phone':(305)871-1730.FBA:(sos)e71-is3t 4268 Westroads Drive 2 DRAWING No pRlpp Orr L11 a-ma0;UIhC90E0LEcrt West Palm Beach, FL 3340E 3�lS' '•.. c..•' V L 719 -107 wTEEEA11Llr a:P.E. 17 % R 4 N {I= FLORIDA p 44167 3 SHEET P.E.S� 1�Rt DATE 6 13 OF 20 MAXIA/UM ANCHOR* SPACING(in.) SCHEDULE FOR.A GIVEN MAY. Stl 1'TTER SPAN. .A.S.,_D DES10N_N_EGAM PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FO CONGREtE OR CONCRETE BLOCK INSTALLeT10NS (SEE N01114 V S• A.J.K At L ON SNEEr 7) POURED CONCRETE POURED ANCHORS SPACING LEGEND I OVQT& T TRENCH Oj RAINGUARD MOUNWG ,(9)VIALL/FLOOR MOUNTING (g)WALL/WALK OVER MOUNRNG OR seal DE401 WAME 16E.M FAMV DM71 IMAIK P9WIE 11AA1�- DE%N KMWF PBES.CES RF W SA�DEcia9'F Fa1S51EtE RA W(ql WITHPCON DV (N _ TAPBON WITH ADVANCED 30. 4O 60 75. 90 1120 160 2051 30 40 160 17S 90 120 1tS0 205 30 40 60 75 90 120 160 20S 3D 40 60 79 90 1 00!60 205 THREADFORM TECHNOLOGY 14- 12 1p 9 a 8' 6 6 12 12 12 12 12 1S BA 65 T 7 7 7 7 T S 5 '5 s 5 5 s s. ALL POINTS SOLID-SET 3•-0" 74 T2 TO 9 0 8' 8 6 t2 t2 12 12 l2 12 95 7 7 7 7 7 7 T 7 7 S S. 3 5 5 5 5 5 IR IFCS 14 !2 l0 9 8 8 8 6 12 12 12 12 O5 a 6 4S 7 7 7 7 7. 7 7 6.5 5 5 5 5 5 .5 a S BLUE TAP L4 12 10 9 8 B 6 6 12 12 12 12 12 10 7.5 6 7 7 7" 7 7 7 7 7 S 5 5 5 5 5 s 5 TAPPER+ 14 12 10 9 8 8 6 6 12 12 12 12 15 a5 6S' S 7 7 7 7 7 7 55 4 5 5 5 5' 5 5 5 4 4r-0` 14 12 10 9 8 8 6 6' 12 12 12 12 12 95 7 5S 7 7 7 7 7 7 7 7 5 5 5 3 S 5 6 5 14 12 l0 9 8 8 6 6 12 12 12 95 a 6 45 35 7 .7' 7 7 7 7 65 5 5 5 5 5 S 5 5 5 14 12 10 9 a a 8 6 12 12 12 12 10 1415.5 4 7 7 7 7 7 7 7 85 9 5 S 3' S S 5. 5 14 12 f0 9 8 8 6 6 12 12 12 71 '9 7 9 4 T 7 7 ] 7 AS .4 3 S 5 3 5 5 S 4 3 5r-O" 14 12 /0 9 e 8 6 6 12 12 12 12 !0 75 SS 4 7 7 7 7 7 7 7 7 5' S 5 5 5 5 5 5 12 10 9 8 a 6 6 12 12 95 75 6 4.5 35 - 7 7 7 7 .J 7 5 35 5 S 5 5- 5 5 5 4 li 12 10 9 8 8 6 6 12 12 12 95 8 5 4.5 - 7 7 7 7 7 7 5.5 ♦ -5 5 5 5 5 S S 4 SEE ANCHOR 14 12 70 9 e 8 6 6 12 12 1.5 9 75 5.5 a 3 7 7 7 7 7 4.5 J5 - 5 5 5 5 5 4.5 3S - SPECIFICATIONS T4 12 10 9 8 8 6 6 12 12 12 10 8 6 4S 35 7 7 7 7 7 7 7 7. s 5 5 5 5 5 5 5 ON SHEET'13 Or 14 12 10 9 e e 6 6 12 12 e 6 5 ♦ 3 - T J 7 7 7 5.5 4 - 5 S 5 5 5 5 ♦ 3 14 12 70 9 B 8 6 6 12 12 10 8 6S 5 75 - 7 7 7 7 7 8 45 - 5 5 3 5 5 5 4.5 14 12 10 9 8 a 6 6 12 12 10 8 65 5 JS - 7 7 7 0.5 55 4 - - 5 S 5 5 5 4 3 7'-0" /4 12 70 B 8 8 6 6 12 12 12 85 7 5 4 3 '7 7 7 7 7 7 7 6 9 S s 'S 5 5 5 9 14 12 10 9 a fl 8 6 12 t0 6.5 5 45 3 - - 7 ,7 7 7 65 5 3 - 5 S 5 5 5 5 3.5 3 14 12 10 9 8 8 6 6 12 12 a.5 7 55 4 - - 7 7 7 7 7 5 - - 5 5 s 5 5 5 4 0 VALID ONLY FOR.U? TO +70, -75 14 12 10 9 a a 6 - 12 12 85 7 55 4 3 - 7 7 7 5.s 4.5 3 - - 5 5 5 5 /5 35 - - PSF'A,S.D DESIGN PRESSURE 11 12- 70 9 a 8 6 - 12 12 0.5 7.5 6 45 3.5 - 7. 7 7 7 7 7 7 4 5 5 5 5 5 5- 5r 5 RATING & FOR SPANS-PER /4 12 10 9 8 a 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 5.5 4 - - 5 8. 5 5 5 4 3 - SCHEDULE #3. SHEU 11 f4 12 10 9 8 8 6 - 12 11 7.5 6 5 75 - - 7 7 7 7.5 6 4.5 - - 5 S 5 5 5 45 - 14 12 10 9 8 a - 12 1.5 7.5 6 5 3.5 - - 7 7 6.5 5 4 - - - 5 5 S 5 4 3 9r-G. 14 12 TO B 8 a - - 12 12 95 63 55 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 '5 9 S 5 14 12 10 9 8 8 - 0.6 8' 5 4 3.5 - - - 7 7' 7 a 5 3.5 - - 3 5 5 5 5 4 -I- T i2 10 9 8 8 - 12 10 6.5 5 4.5 - - 7 7 7 6.5 35 - - 5 5 5 5 5 4 - 14 12 t0 9 a' 8 - 12 D.5 7 5.5 43 7.5 - - 7 7' S5 45 35 - - - 5 '5 5 4.5'35 - - 10•-0"/4 12 12 11 85 6 5 3.5 - - 7 7 T 7 7 7 4.5 - 5 5 5 5. 5 5 5 4.5 !4 12 10 9 .B fl - 95 7 4,5 35 3 7 7. 7 55 4.5 - - - S S 5 5 4.5 35 - - T4 12 10 9 8 8 - 12 9 .6 5 4' 7 7 7 _6 e - - - S 3 5 45 5 - 14 12 10 D 8 e = 12 95 6. 5 4 3 7 7 S 4 J - - 5 S 9 4 3.5 - 11�-0"14 12 1019 B 8 - - 12 10 7 55 45 3.5 - - 7 7 7 7 7 T J5 5 5 S 5. 5 5 5 141210 8e - 1 a55555 - = 7 s ` _ - = 5 ; 5 &57 ' _ - 1 HV BLADE ONLY 14 12 10 9 e a--- 11 85,514 7, 7 7 55 4.5 - 5 5 5 5 45 12-0"14 /2 f0 9 8 - - - 12 9.5 6.5 5 4. 3 - - 7 7 7 7 7 0 3 3 3 5 3 5 5 4.5 35 14 12 10 9 8 8 6 4 3 7 7 5.5 45 35 - - - 5 5 5 45 4 3 14 12 ID 9 8 - 10 7.5 S ♦ - 7 7 5 5 - - - S S. S b 4 - - U. 8 - 05 a 5 4 35 = 7 55 45 35 - - - 5 S 45 35 3 - - - 13•-0"14 8 - - - 15 8.5 6 45 35 3 - - 7. 7 7 7 7 4.5 - a S 5 5 5 5 14 12" a 7 5.5 ]5 J - 7 T 5 1 J - 5 S. 5 4 3 - 11 8 - - _9 7, a5 .75 - 7 7 5.5 4.S - - - - S 9 5 4S - 11 /2 f09 - - - - 10 7.5 .5 4 3 - - - 7 6 4 J - 5 5 4 3 - - - 14•-O"14 t2 10 9 - - - - 10.518 55 4 35 - - - 7 7 7 7 7 4 - - 9 5 5 9 5 S 4 3 14 l2 10 9 - 65. 5 .J 7 7 3 AS - - - - 5 S 9 4 - - - - 14 t2 10 9 - - - - a5 65 '4 - - - - - 7 7' 5 4 •• - - 5 5 5 4 - - 1/ 12 10 - - - B 7 4.S 3.5 3 - - - 7 5.5 J5 - - - S 5 3S 3 - - - 15-0" 14 !2 10 - - - - - 10 7.5 5 4 3 - - 7, 7 7 7 7 35 - - 5 5 S 5 3 S 4 3 14 /2 10 - e 145 J 7 7 4.5 3 - - - - 5* 5 45 35 - - - - !4 12 10 - - - - 8 6 4 - - - - 7 7 S - - - - 5 5. 5 ♦ - - - - 14• 12 10 - - - - - &5 a.5 4 3.5 - - - 7 9.5 35 - - - - 5 S 35 - - - 14- 12 10_ - - - - 9S 7 4S 35 3 - - - 7 7 7 T fl J- - S 9 5 S. 5 4.5 ]5 16•-0"14 T2 iD - 6 45 3 7 63 4 - - 5 9 4 15 - - - 14 12 10 - - - - 7.5 5.5 .75 - - - - 7..7J! ., - - - - ! 5 45 - - - - FLORIDA BUILDING CODE(Non ,High Velocity Hurricane-Zone' 1\1\vQ`•'••, •��y 02017 TILTECO.,INC. 02017 EASTERN METAL SUPPLY. INc: •'��GFNS •. v�= B RTHA W. A S S A Accordion Shutter System j LL E C O INC. ■ ■' ■" ■ H.V. BLADE#1 W/CR W/O,H.V.WNDOW,BLADE American Shutter Systems 4EV.K DiscamnoN DATE DRAIN4 6Y: LC. �f� 2 TILIJT TESTING & ENGINEERING COMPANY e ®'•,• e _\\ 6JSS.KW:3fitM SL.R.305.NR.GAR001S.1LOPoDA.3316 � Association, Ind. 1 OLD 15-085 1/27/1 PATE: 07/27/17 ; ph,r„,(305)871-1530.'F9::(3DS)871-1531 4268 Westroods Drive 2 DRAWING No �p ........... �. \ o-moil;t 10000ooLeort West Palm Beach, FL 33407 3 -y .:sVl ••^\�\Ir\ EB-0o05719 4 1 !��07 - ANAL EN�?dlt WAITER A TILUT Jr.P:E FLOO Ua. 44167 5 SHEET P.E SERC/3(W6RE/DATE 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p,s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING On 1 SCHEDULE FOR A GNEN MAX. SHUTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNRNOS ON SHEETS 16&17). (_-J B 'E�TRATE SOUT ERN PINE No. SPRUCE PINE SPRUCE-PINE SOUTHERN PINE No. 2 W/ MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN. COX 2 uWu M N.G=0.55. FIR NORTH FIR SOUTH DOUGLAS FIR VI/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN, G=0,36 PLYWOOD ADO c-o.FIR Y/ W/MIN, G=0,43 W MIN. G=0.36 ra)m9n1 SPAN III) WALL MOUNTINGS CEILING MOUNT T WALL M0UNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS B.O. WALL MOUNTINGS B.o.WALL MOUNTINGS B.O.WALL MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M. N, &V w & X W & X w &X _ Sa 05®RULS H}}yFE•7.ltG(NI tt9A NTAfS.S RTSiLE FA*'4 G"') 0301 R7RS PRSAF°FALO(}� 0.lWl ALRli FH3FI iA:>:(FS kSa DWl69tLTS PISaFES (FIJ .RC01 MSS B1SR4Y GUL(F17 11mI NDGL TBS9F:7Jdt(pl ! IFMD1'RISE1 E9lG Ip7f fE9,Y t217Y F F.'ME IW l5a 039 NTAST NZWFT FIRS Gy) 30 40 60 75 90 OS 30 40 60 75 90 a5 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 .60 7S 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60[75 90 OS 30 40 60 75 9a 05 30 40 60 75 90 05 •�ER 12 110110 9 8 8 6 6 6 6 6 6 12 10 1D 9 8 8' 6 6 6 6 6 6 12 10 10 9 8 8 6 6' 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 t2 12 12 12 12 4'-0' 12110 10 9 8 B 6. 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 70 9 8 8 6 @ 6 6 6 6 6 5 4 4 4 3 12 12 12 12 1121121 12 12 72 72 12 12 12 12 12 12 12 5• 12 10 10 9 8 8 6 6 6 8 6 5.5 t2 t0 10 9 8 8 6 6 6 6 6 5 12 t0 10 9 8 7 8 fi 6 6 6 5 6 5 4 4 4 3 12 12 12 t2 12 l2 t2 12 12 42 l2 t2 12 12 12 12 0.., g•_p' 12 110110 9 B 6,5 6 6 6 6 15.514.5 12 10 10 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 B 3.5 6 6 6 6 5 4.5 6 5 4 4 3,5 - 12 12 12 12 112112 12 12 12 12 12 12 12 12 12 10 8.5 T_p' 12 TO 10 9 6.5. 4 6 6 65.514.514 12 10 10 9 5 S 6 6 6 S 3.5 t2 t0 iD 7 J.5 - 6 6 6 B 4 3.5 6 5 4 4 - - 12 12 12 12 12 l2 t2 t2 12 12 10. t2 l2 12 0 8.5 73 7210 10 7.5 4.5 3 6 6. 6 5 4 .5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 6. 6 5 .5 3.5 3 6 5 4 - - 12 12 12 12 72 12 f2 12 12 11 9.5 12 12 1.5 9 7.59•_p' 12 70 10 5 3.5 - b 6 5.5 .5 3S 3 12 10 9 4 - 6 6 4.5 4 3 3 t2 t0 4 3 - - 8 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 0. 12 12 72 1' 9.5 8.5 t2 t2 10 8 8S 5.5 10'-0' 12 10 7.5 4 - 6 6 5 4 3 - 12 10 6 3 - 6 6 4 .5 3 - 12 10 3 - - - 6' 6 4 .5 3 - 6 5 - - - 12 12 12 1.5 9.5 12 12 12 10. 8.5 .5 12, 12 9 7 6 5 12 10 5.5 - - 6 6 4.5- - - 12 10 4.5- - - 6 5:5. 3,5- - tZ t0 - - 6 5.5. 4 - - 6 5 - - - 12 12 12 12 to 8.5 12 T2 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12'-0" [12 t0 4.5 - - -6 6 4 - - 12. 10 3.5- - 6 5 3.5- - - t2 10 - - - 6 5 3.5- - - 6 5 - - - - 72 12 72 LS 4.5 8 12 12 11 BS 7 6 I2 t.5 7.5 6 5 4 13'-Cr 10 - 6 6 - 12 10 - 6 4.5 - - - 12 7.5 - - - 6 4.5 - - - 64.5 - - - - 12 12 12 10. 8.5ib'-O' 10 - - - 6 5.5 - - - - 12 7 - .54.512. 7 - - '.5 4.5 - - 6 315'-0 - _ - - - 6 - - - - - 12 - - - - 5 - - - 12 -6':2 - - - 6 - - - - 12 1 HV BLADE OR n HV BLADE W/ �A HV WINDOW BLADE WORKING IN UNISON* •SEE'UM IRONS OK USS FOR BIAD') OE1 sMEtl 19 } NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. t.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3,SUBSTRATE SHALL CONSIST CF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-0.55(ND.S) -1/4'0 TAPCON ANCHORS.AS MANUFACTURED BY LT.W.BUILDE)f W/MINIMUM EMBEDMENT AS INDICATED AT -D000LAS FIR I1/G-OAO(N.O.S.) EACH SECTION ON SHEETS 15&17_ -SPRUCE PINE FIR NORTH W/G-o.43(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW, -SPRUCE PINE.FIR SOURI W/G-0.36(N.O.S.) 2.AIICHORS.TO HOLLOW CEILING SHALL.BE AS PER MOUNTING TYPE U.SHEET'17 AND SHALLCONSIST OF' -LIIN:1/2-COX.PLYWOOD(1986 APA) LAD SCREWS AS PER NOS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWIND ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS-Cr 111E ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 111ItV. .......,,' 7(,. 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY,INC. �,�cENs % BERTHA HVT1W A.S■S■A■ FLY Accordion Shutter System . MADE#1 W/OR W/0 KV.WNDOW BLADE TILLIT TESTING ENGINEERING COMPANY American Shutter SystemsREV.-N. DESCRIPTION DATE DRAWN BY: L.C. 6355 N,%36tA St..Ste,303,V ONA GMDMS,FLORCA 33169 Association, Inc. 1 OLD 15-085 7/27/17 OATS: 07/27/17 P00ne:(3D5)571-1530.Fox.:(305)871-1531 4268 Westroods Drive 2 DRAWING No S�i 111 -.0;t4t.t.0-I.com West Palm Beach, FL 33407 s 17-10 7 N 17/• ....... •�,`�tl 111 E9-OODOM -� O L IIt17 WALTER A.TILUT Jr,P•E. 4 FLORIDA Lie,#44167 5 SHEET P.E. Sk/SfifkURE/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & a HV* BLADES AS APPLICABLE MAX. SHUTTER SPA L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV B DE 1 ONLY SHALL CALL FINISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & " f 1/40 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON I,' f I TAPCONN tlfTlt ADVANCED t— /,'`,-� THRFID[-OR1d TECHNOLOGY 1 1/4"0 TAPCON OR IT/t 1/2-Min:PENETRATION '� �'�.`\ I I - TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THPMED AREA TO +-�\ '� ,'1/1 t/2'1Gn,PEHETRATION OF THREADED AREA TO EXISTING a M�p�O,, EXISTING WOOD HEADER. ) °Y.130D NFADER.(SEE SCHEDULE ON SHEET 16) a TO MASS(SEE f I I --(D OR If I, (SEE SCHEDULE all SNEEf 15) 1�'\ lI /jf I .. �� (- 1/4'o-2Ox3/4•S.S.f♦ACHINE per SCHEDULE ON SHEET ',f ILL t OR@. / ` ./ I I IT/CR 18 ! SCREWS W/ 1/4"-20 NUTS a falls i / ® 12"O.C. xHEET 19 FOR ° \ s I \ 1•Mrtf. EXISTING I; HADES(Dtc t� / _--4 cuss OR t°5 ry F FI H I _ J I 1 WALL ,. ,•I qj ,`\. a. EXISTING WAN, FINISH p " •Yroao 1 1 OR 1 • L I EXISTING M zxa PJ, HEADER.4 REO 2"x4'WOOD 1 4 o TAPCON OR TAPCON WITH ADVANCED B HEADER REQUIRED , 1 t` 1 HREAOFORLI TECHNOLOGY W/ 1 1/2• EXISTING I WL�.WATION I( `1 1 i 1 I t 1 I - Min,PENETRATION OF THREADED AREA TO CLASS--I TO( (SEE 3{ SEPARATION TO GLASS I .I `y 1� \ I_ '� IXISTING Y/000 H'rAOER. SCIELUIE CCJ SHEET t-'�SEE SCHEDULE ON SHEET 11) ) �.— EXISTING 1• ;Nil (SEE SCHEDULE Ott SHEET IS it FOR BADE 0A�9 GLASS-1 ( I �,I, 1 11 I` t ON SHEET 79 FOR l tll eADMG&€1 .1 �----- fl PLATE REO'D.SILL ON HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION M HV WALL HEADER INSTALLATION I' I EXISTING 1 LAIN.SEPARATION TO CLASS I f I I WAIN.SEPARATION TO GLASS r I O I TINGG (SFE SCHEDULE oN SHEET tl) O1 �(sEE SCHEDULE ON SHEET tq rt' GLASS—°Y MIN.SFPARAnOrI 70 GLASS L 1 1 '( ,I I EXiSifNG is WOOD PLATE 1( SCHEDULE ON SHEET 11) F " GIf55 I 9 I rr-1t a a { REO'D. 1/4 ' a M/ACHIIJE 9CR/EVrS i u "o-20x3/4 S.S. f ' 0 USING 1/4"-20 NUTS MACHINE SCREWS Yl/1O/ ) - u-- aa �'. ® 12"1 D.C. WALL .CFINISH ROR8 ® !i 1 ) DR 1 fX ►I I \` I{11{! 1 OR�j \� -�'I 2.4'WOOD COM:--�` 1 f f III L-ED ( t I{l1 1Y000 PLATE `�� i'rain. � I f.F'.� � 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY W/ 1 1/2 12 1 4'COW. I I Min.PEN O1 ETRAM OF 714RDDED AREA TO 1/4'o TAPCON OR TAPCON WITH ADVANCED f l `` tt I I 1 / L-SILL PLATE EIOSTLYG t'[OOD HEAGER. THREADFORIA TECHNOLOGY W/ 1/2" L 1/4 o TAPCON OR VOL,-S1 RE01- I -� ) 11 Min,PENETRATION OF THREADED AREA INTO PLYWOOD a TAPCON WITH ADVANCED 1-SEE 51HF.ET 4 FOR TYPICAL 1 (SEE SCHEDULE ON SHEET 15 1/Z'MIN.CDI� THREAD_FORM TECHNOLOGY SHUTTER ASSEMBLY. f I +, VALL FINISH (SEE SCHEDULE ON SHEET 15) EXISTING MAIL Px4• PLYWOOD REO'D. Y!/ 1/2 M;n.PENETRATION OF 2-MOUNTING SECTIONS CAN BE ANDS® i6"O.C.L41X. THREADED AREA INTO PLYWOOD COMBINED IN A1N WAY TO 1 1/2"MM.COX PLYWOOD REO'O. REO'D,PLYi00D TO BE Y!A!-L FlNI (SEE SCHEDIRE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION `EXISTING UJN,2'x4"STUDS 0 16'O.C.AUK REQ'D. ATTACHED TO STUDS IN PLYWOOD TO RE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE PATH AYITFI SECDON 2308 OF THE F.8_C_ SECTION 2308 OF THE ©NV WALL SILL INSTALLATION ♦SEE LMAATIONS OF U E OF P HV WALL SILL INSTALLATION F.B.C. BLADE 1 ON SHEE7 19 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone .c m 2017 EASTERN METAL SUPPLY, INC. ',I,J"`,`� P� - 02017 TILTECO,WC. 1,'1 gyp:��,10ENS �v BERTHA HVTM ti p g p Accordion Shutter System t I L EGOINC. . .yy . w Kv RAM#1 W/OR W/0 KV.WINDOW BADE • y d American Shutter Systems REV.N. DESCRIPTION DATE DRAWN By. LC. TILLJT TESTING & ENGINEERING COMPANY p A : Association, Inc. , OLD 15-0e5 7/27/17 DATE: o7/v/n 6355 N.N.36:n.St,Ste,305,11R.W:4 CARD-T'S,RDRmA 3318 Pam,' OF `1>, Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive x DRAWING No ;Cjy �, 1 o-moil:Ut-CO-L... West Palm Beach, FL 33407 3 #` RADA.:: s \V 11 E8-0006719 1 /—1 07 S/0 ��1F 11\ MATTER A TILUT Jr-P.E. 4 P.E- tip i%DATE FLORIDA Lc,g 44167 s SHEET s 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & 49 HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL BE LIMITED TO 105.0 s . A.S. . DESIGNPRESSURE RATING SEE S ETE9 FORMAX WALL FINISH SHALL & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON A t/4'0 TAPCON OR _1E0 EQ 2'MIN, 4'x8'(M7n.)EXISTING /// i THREAD WITH ADVANCED WOOD BEAM REQUIRED. f{I �__ EDGE(IF APPLICABLE) "> .'..J THREADFORM TECHNOLOGY / W(t t/2'Win.PENETRATION 1 4'o-2Ox3 4'SS, STRUCTURAL ADEQUACY f / / OF EXISTING WOOD BERM / IXISTING�1'lOOD RENTER t' PHILLIPS TRUSS HEAD TO BE CERTIFIED BY fJ I fin, !.ACHNE SCREWS REGISTERED ENGIUEER OR { I _..._ EXISTING W000 \\ / (SEE SCHEDULE ON SHEET 15) W/1/4'-20 NUTS ARCHITECT PRIOR TO ED —EO —` _.,- - TRUSSES OR 19 E E 012'O.C. SHUTTER INSTALLATION. �` f /2' 1/2" - D.C. R®2ED \Y/ a 111111 !t J RAIF REQUIRED Jt t I ''T'•` 1 OR t/4b TAPCON OR ti I` ✓J / THREAD WITH ADVANCED .° `l�l r r 1 , E/4 M SOFFIT (( z a -257' THREADFORM TECHNOLOGf !!/ ¢ / l 3/4'Mux.THK. A-' vl/ 1 1/2"Min.PENETRATION i EQ, EO Ea�.rEO / g14x3/4' s 1'x4'x7/8"CANT.ALUM.TUBE / Ng1 ST'I1 OF THREADED AREA TO f S.M_ 3311 (6063-T6 ALLOY)W/ Ex1571NG WOOD HEAtlER, E F EACH RAFTER OR TRUSS. f - { (SEE SCHEDULE ON SHEET 15) / ®b'O.C, I r �I i Of 1 3 Or 15 EACH AI LAG SCREWS TO or 13 Or @ I LOCATE LAG SCREWS AT MIDWIDT14 OF E)Q RING WOOD I / MEMBER,(2'Min.NOMINAL EXISTING-71 HEADER REO'D I OPEN HOLE AT EACH W DTH)YJ/2�Min. GLASS 1 Mffl.SEPARATION 70 GLASS EXISTING STUD TO ACCEPT 1 1 (SEE SCHEDULE ON SHEET 71) GLASS-1 5/16'0 LAG SCREY! PENETRATION OF THREADED AREA VAUD FOR ) AT CENTER OF TUBE, f INSTALLATIONS WITH 72psf 1 JS 1 we 5EP0.AT4N I ^ MAX.A.S.D.DESIGN LOAD AND TO { EX .%G %L EEPARAIARI 9'-0'MAX.SPAN.THIS QS KV WALL HEADER INSTALLATION {SMICV-Ess01 SStStar 11 3 GLASS-1 ro aA55 N EE INSTALLATION IS ONLY VALID"{II FOR 61ACE BAN) -¢'lovii:al SHm jFOR WOOD W MIN.SPECIFIC I OIJ SFw 19 FOR OOR It FOR BVJF_FOR a,=QJc�A I �@gam I ®� FIR OR SOUTHERN GRAVITY OF 0.50 APINE No�7, I-SEE SIIEFS 4 FOR TIPNCAL SHUTTER ASSEMBLY � 1 1 OR 1 OR EQUAL. z-MDUNmNc s_crwNs rare caMeINED LI./HV CEILING INSTALLATION FJ ANY WAY TO SUIT ANY INSTALLATION. U V CEILING 1 STALLATI0 1 ri aSEPI 4� --�OR ®1 I MIN. I I Lou.SEPARATION TO GLASS _J`-'AEONKa al 5827 ;-- EXV to n FOR EW1EQ)A"D TO GLASS (SEE SCHEDULE ON SHEET 11) I { ON SFEU Is iDR -) TO CUSS EXISTIUSS-p 1 GLASS\ i(SEE ULE ON SHEETD11)ALTERNA I { I I I 9 ANCHOTE R I I EXISTING I 8 A LOCATION I In 1 n.\1Sf1� I 1 1Jq 1 3/8 °tN'I ¢10x3/4'HEX G1P55—I 1 -� + 2"x6"MIN.WOCO- Mcx © 7 3/8'Nm WASHER HEAD TEK I DECK REQUIRED 13 OR 2."x6'M N.WOODSCREWS® 127 (NO FINISH DECKALLOWED) FINISH ALLOWS) - -' ---�' EDGE GE OF DECK � _-i-^-_Y_ ( l { ^� I --� � �2 F 1��.."_ OF `J EDGE OF DECK 19 I ED -- - DECK IF �__ IF APPLICABLE IF APPUCNJLE ^-�_�.- APPLFABLE r�.�.- t. 1/4'o-20x3/4"SS. - I�._�_ C 'lI ` Ir II11"I 1/4.0 TAPCON OR Mln- PHILLIPS TRUSS HEAD "2'»Lfl!_�_� --�y- TAPCON PATH ADVANCED MA.-^NINE SCREWS I t/4'o THREAD OR TAPCOH WITH ADVANCED t 2'x4'CC 0. 1� TTIREADFORM TECHNOLOGY YJ/1/a'-20 HUTS �- w _J THREADFORM TECHNOLOGY W/ 1 1/2'Min. 2'MIN.j f LPLATE 1/4'o THREAD DR TAF'CON VJRH ADVANCED TFIREADFORM 2'leM. pENETRAT7C" OF THRA7Et) w/ 1 1/2'Min.PENETRATION a 12'O.C,OFTHREADED AREA TO TECHNOLOGY Y!/ 1 1/2'Min.PENETRATON OF THREADED 0.REA TO EXISRNG YJ('OD HEADER(SEE I�!' -( III ! EXISTING Y/p00 HEADER AREA TO EXIST NG 1V00D HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) 1 (SEE SCHEDULE ON SHEET 15) SFf LLUTTryq�IS OF IiSE FOR HV WALK—OVER INSTALLATION HV WALL SILL INSTALLATION h .v .OFT's &L 9 W�HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �1 Q' 1A 02017 TILTEC0,INC. 02017 EASTERN METAL SUPPLY, INC. 1:nts ; = BERTHA HVTM =70E C O N�. A■S■S.A. Accordion Shutter System y ' ltv e1.roE1 w/OR w/o wv wlrnovv MADE 4 TILLR TESTING k ENGINEERING COMPANY American Shutter Systems EV,Ne DESCRIPTION DATE DRAWN BY: LC. pc,-' :•Q ; WA It.-,38N.Sl,Sta.JO5 HRFN41 GRD75 RORDA 3318 Association, Inc. I OLD 15-085 7/27/17 DATE 07/27/17 _ Phene (305)871-7530-Fax;(305)871-1531 4268 Westroads Drive 2 No QA�J4L��G\�ILt11l a m EBt000�t9Lcom West Palm Beach, FL 33407 3 DRAWING 17 107 VJALTER A 71LLIr Jr,P.E. 4 FLORIDA Lic.A 44787 6 SHEET P,E. SEALJSIGNATURE/DATE B t7 OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS � L,STUDS REOTL {As ( 2Ii 4.•uw pO Da 2W au. rSIu03 REDID. %ooO Snw. 1/fP r+ G . 'FRL APTIpEIE) 6"O.0 YPOCO STUD S. (as a-,LCAm q srucs ca 1- Easrwc CLASS r arAC D R w g ST'n's E=. I E%&T'0.GLASS e \ /—EX61O.G CLASS tat=1RAI0N tm, ,n"�mz wOLf2.l1"i f/2-U-COX t0 Q/SS(SEE .�.-..+w^ WL SSiROM K1 9PIdw`YN aw•eca a,^.'+•..s S¢EA,E w scEr m a.A•s(SEE 1/z•1erA c0z :M'cw.[W s¢r 1/15-.]'1LlY- f i F61 D.14 QaD « ,'S- SOEDLAS W s Sr ar6OrJ. ssrrmut of sa. idf t9 CIO (ECW-f6)CA:rt. R �/2•LCL COX tr1 S Cq 19 KR ( 11 rat ELIDE 11i. i/z ,1 f6t 6(/.E Q1urD H,•rEs fDa KIL•I,CLOSES( PLYM900., HNkS Q)a+� w S1w 19 FOi a1 SKSf 19 iLR 1 t/1 f6i FLAX(LOCATE Ln wil f4aSH ( CAMS COIL � srz5mbq AT ER;ffR S:SE r Oi 4O) 1 JI )I/ MRS. /mAfl-BLS. / I� � �� (45!F ILEs[Y3'.1/6 d-�• �. 1.ALLOT)AT MttFGRf / �L��'� Cg1ryv TIKCQA ro j I OR �j pR Q3� SEE OETAu.%CC QpR. 9CE COMIECTffiY SEE DUAL%FOR 1 aR Try T'TRA46 SEE DETAT.%FOR -�-©O.O- L TD TPAC%5 I Sit-G'�- ! - ME o��( -�afl SEE Cm-lec=4 a 7 s C,��.�y�,_0,�&� 'L�'-i�"3-U-II'- - ( pL_O(j.7�. D@ID.@.-�a.•l(D•U!il�-�9y- V-V-©-©-la-g- 6 "�- END CONNECTION DETAIL Q END CONNEC ON DE ARIL END CONNECTION DETAIL @) END CONNECTION DETAIL -CO, E%LSTLYG •RFRt2Ra)ONLY FOR SPINS GR'JS[ft 4AY tT-K _ /� z••suDs Ra..om'o #),R'e uaav A:Ts+�s 1;�•e TAitCSf /1a,1n"s.ts _ '�'-( EIOS(INO G1A55� i�1FElQTPATC+OLf2'O.C. %t,12-N11. 016 O-¢ �L� •�( �_ _ 1 RA t2•o'c TO ws 030' 4 ♦ SEE UUTrATIONS OF USE FOR ux.rFPIfyT,Ca . / . tn'1N En1ETDO1R,Ee I%St ' \ IT\ BLADE @ON SHEET 19 SmYUOE2r L/ f �) I 5 BLADES at D /1 TOR HIS Aw 1. _ z nY _ e2 - -- �_ _ Ca(CZ@ . .:,•;- '."•.. ..x. 11�a+:i3!c.1�'cR 1�y' VIEW Y z•.e WL aCD PLAN rJ fd-1s•fs_ya•La pe,�e_Qc:. - L� .DETAIL X END CONNECTION DETAIL 0 END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone• ,,�1,`Q�.•••,,,...,,,• ��= 02017 TD.TECC.LYC, @2017 EASTERN)AuAL SUPPLY, INC. ��ii �,�eE1vsF•.,•y=; BERTHA HVTM A S S A Accordion Shutter System f L E . ■ . ♦ . FLV. BLADE#, W/OR W/0 H V.WINDOW BLADE /7 * ' TIWT TESTING & ENGINEERING COMPANY American Shutter Systems EY.N OESCRIPTION DATE DRAWN 6Y: LC. i"a ;• OF Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 a35S N.W.36:h S6,S1a,SOS,1ARG&K GARD:NS,RORIDA 33fa Ph—:(305)671-1530,For;(SCS)671-1531 4268 Westroads Orive 2 DRAWING No -•S+s•..AA,,, CC•,.(r���C a-maa;talec,aad�am West Palm Beach, FL 33407 3 '7_1 07 io'YAL F�v•• E0-0006T10 4 WALTER.\11LLIT Jr.P.E. P.E.'SEAL/SIGNATURE/DATE TtioRmA Ltc.B 4at67 6 SHEET 6 18 OF 20 I 1� T ,15�a tt17.a •GENERAL LIMRATIONS AND CONDITIONS OF USE FOR BERTHAM T UNISON WITH _ A G 0 7 1.MAX A.S.D.DESIGN PRESSURE RATING'.+110,-110 p. t. 1 2.MAY SHUTTER SPAN;96' S.ALLOWED MOUNTINGS:A D,G&H ON SHEETS 6,7:AS WELL AS MOUNTINGS M.0.T.U&,W ON SHEETS 16&17. },,ONLY CENTERNATES 21 (BOTH W/�OR ARE ALLOWED WITH 21 a r nA1pR,yS) Q7J ED IN A OR OPPO G LA OUT.IN CASE OF DPP0.fiING O'R®u' V cr iXYOifT, 5 MUSr BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF E. 16 a@0.' TYP EA END • • 5.Ira HV VIINOOW BlAOE SNAIL ONLY ALLOW A W1%IMUM OF 5 OPENINGS (3'a HOLES}FOR( PER BLADE AT SPACINGS SHOWN ON SHEET 4. 4 (8)LON.CLEARANCE FROM 3 TOP OR BOTTOM EDGE OF HV WINDOW BLADE Ync100Y5 N • OF ANY 'a HOLE FOR®9HALL BE 12'. ALLO'OED WINDOW BLADE(� a (C)FIPST OR LET BADE COMING OIIT FROM STARTERS AT ENDS MAY BE HV F - WINDOW BLADE QN N5 _ (D)HV W7NOaiV DU➢E 1®MUSr BE USED ALTERNATE TO A SOLID HV&AOEQ ER` THROUGHOUT SHUTTER'S­WIDTH. o • • • • • • - `�,, BIACE 1 AT Ell ER SIDE OF ALWAYS BE INSTALLED ADJACENT TO A SOLID HV -cx (F)POLYCARBONATE HV WINDOW®SHALL BE INSTALLED SO I§TABS FACE SEE END ffiQ9 THE INTERIOR OF THE OPENING BEING PROTECTED.HV WNOON 4l�MUST BE CONNECTION �` • • • • • • ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROWDED BY ASSA, DETAILS ON SHEETS • tlo INC. 10& 18 1YP. b FULL TIEI(HT. l 6..SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME D T: BUILDNGS ON SHEET 15,AS LIMITED 6Y SPAN AND DESIGN LOAD(SEE NOTES �,1LSL1 Z P P C3' 9 1 &2 ABOVE). iv 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS'INTO POURED =1^p CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY i SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-t996: h� ,(SEE PLAN FOR REOUIRfMENTS) ^ e�� D H �r h4'top& OR RE.1 W } pyt�Q1.Dq�,6 7 VAND 20NE MINIMUM SEPARATION 70 GIf55 M1TED WIDTH- P�RU JELEVATION !Y L E ON S E TD"`�fXISTt:NC GLASS - JE E SCHEDULE ON 5lL�T 11 NOR BIfOEO 6.25' --..` _ OtLTVZ SHEET MR SN)ES(D&'@A----------'-------- ---------- h-----_---- -------------- 4 / 2(1�*2 \ D ly SYMMETRICAL CENTERMATES OR r215 AND W/ W/o (sE nD7E a aBaaE) PLAN TYPICAL l BY BLADE WORKING IN UNISON WITH HV WINDOW BLADE Qa SHUTTER* ----�'� 1t�'�AAAp "'••._ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' �av P ........... �_ 02017 mrfco,INC, 02017 EASTERN METAL SUPPLY, INC. ��CENSF` BERTHA HVTM A.S■S■A■ Accordion Shutter System H.V. BLADE#1 W/OR W/0 H.V.WINDOW BLADE • T American Shutter Systems .N DESCRIPTION DATE DRAWN BY. L.C. =, /.�; TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 7/27/1 DATe Na \y 1,� 6799 N.W.36tn,St.,St•.305,MR01NN OWDENS,FLORIDA 3316 Faone:(305)871-1530.Fax;(305)871-1531 4268 Westroads Drive 2 DRAWING o tt a- Ia L7tecdha4com West Palm Beach, FL 33407 3 `-e1sS/QlVR1�aG+L ES-0006719 17-107 �'•. t+ WALTER A TIUJT Jr.P.E. , P.E. SEAL/SIGNATURE/DATE FLORIDA uo.Ifa4t67 a SH19 OF 20 I _, 1/z.0.035'THCK � �F�,ES INSTALLATIONS W� n HV BLADE & HV CENTERMATES T�12.000"Mox•�- c so A- RAGE STEEL 40 43b * o L� 2"""` INTO METAL STUD WALLS p 083" METAL STUDS AT 16-O.C. „�� pp�. ' 0 6•O.C. 0 41 0� 1/4"o NOMINAL Ci W W — 1/z• 3a 3a GENERAL LIMITATIONS AND CONDITIONS OF USE ALUMINUM SLEEVE r 12 1 o x FOR BERTHA�HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY 3/a':6 1/4'=D-au"rwcx rc�-I a a3o N sMIEM INSTALLNUCIN TO METAL.STUD WALLS q:lf.C4LY.STEEL TRACK CHANNEL•i®6"O.C. ®6'O.C.^ ,I I ASTM A-6S3 G'+AOE as wA.c-60 I ,, ,, SEPARATION TO GLASS SCHEDULE H .—.3.000• OALvarIfZM FASTENED TO STUDS , " 1, MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 F'V5 CN I EXISTING FlNt3H 39 IPsf) WIND ZONE utTEmaR(6x1/2-EXTERIOR TEK SCFACE I AS APPLICABLE N 2. MAX. SHUTTER SPAN: 84" MINIMUM j ASTM E-1996 SEPARATION -7 43e LENGTH+ 1 _ MIN.SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS EOOSTIN,GvSs , GLASS (SEE SCHEDULE) 3 "' 4. ONLY ENTERMATE 21 W 24 HV LOCK ARE ALLOWED 1 THRU 3 43 I Z4"A-2OX3" BOLT 1" MUST PENETRATE I ') m WITH 2.1 ARRANGED A SY METRICAL LAYOUT, i B USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" i EXIST mas" f INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF L373_� 3/4 is 6 1/a i 0.033'Tia[K u 1 250" 050• CONT,GAL'/.STEEL 1PACK CIUINNEL' AS APPLCASLE ,I ,, CENTERMATE. o 1 a 65TM A-653 GRADE 40!C.C-60 ' '• n L CALVFtaZEp F/STE,'Ea TO STUDS n T'--- b n/(2)dexi/r TEK scREvs oN I 43c 430 ' = o ,CTTEi60R Fc EXTEIDOR FACE I ®6.O.C. 1/4.0-20 THREADS �:- BLADE SLACK DETAIL HVF IS ALSO VAUD FOR 43c /4"6 ELCO CONSTRUCTION �� '_- 1/2 12 3e CENTERMA"fE 21 APPLICATION WITH BLADE 1Q PRODUCTS FAB—LOK HD V.T ,/2-=a.DJS'THIGK -0 6" O.C. COMPONENTS I!.AST.A-653 GRADE 40 ;.;2rLM'v¢_. UI,ti 0-60 CALV.STEEL r I MS WALL HEADER/SILL INSTALLATION METAL STUDS AT 16'O.C. .. .. rEXISTING FINISH AS APPLICABLE SCALE 3/8"= 1• i (Irm TOP&BOTTOAQ 3J4'=6 1/4'x 0.035•THICK Wo. YT.GAI-V.STEEL TRACK CHANNEL. EXISTING GLASS - - - - - - - - R A-653 CRADE 40 Mfn,C-fiO 43 .III iII ; SYMMETRYCAL .I i,,:.• MzoI x. CAu DFASTENEDTo UD5 t/(2)f6:1/2 TEK SCREWS O N 6 CENTERMATES W MIN SEPARATION RCERIOR&EXTERIOR FACE TO GLASSCENTERMATES W/ ,;f; ? E (SEE SCHEDULE) INTERIOR ACCESS SID X ERIOR ACCESS SIDE I �•.--^ ... r .. .. L- 6-(TYP,)- —: IN 35(6R71n.) IN M i --=------------ ----------------_-- ---- - - - Q ---------------- ---- --- ---------- ----------- ---- ---- -,_____-- ------ -- -- ------------------__ - - ---- I 2)42 — ' 21 - -' i 21 21 21 1 LOCATED AT 12 i HEADER/SILL ENDS--- - - VIEW Y --�2- r - ----3 1/4•(TVP)-- -----_-- �(6"Min_) I �7" 24• - 6 1/2'MAX.SLACK **--J SIDE,CONNECTION TO TRACK (Cont.) 6 1/2"(TYP-) 7 F--�� yyA_ HVB BLADE SLACK DETAIL HVF HYC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 1,r1,(1i ,�•'P 02017 TILTECO,INC, V2017 EASTERN METAL SUPPLY, INC. r��' BERTH HVTM A■ ■ .A■ Accordion Shutter System SS RV.MADE#1 W/OR W/D KV. W,NDOW MADE •�? //� � :*; TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.N. 'DESCRIPTION DATE DRAWN BY: LC. alss N+/.36N sL,St..305,vv rw wRDeus.FTCFnA ma( Association. Inc. I OLD 15-085 7/27/1/ DATE: 07/27/17 ti• FTATE pP '``� Phone':(JO')8malt 11meo0AoLeom05)871-1531 West 2Palm Beach, FDr33407 3 DRAWING No •'•.. ...• �`,�1 WALTER-OW671Jr.P.E. 4 17-10/ -/ LUT S. F� FLORIDA U..®441B7 S SHEET P.E.,SETL� }ATUI2EjDATE 6 120 OF 20