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HomeMy WebLinkAboutProduct Approval ! t _ _ - - ..wro.wpsm•. T til7ij 1i; @CIS Home log In User Registration Hot Topics Submit Surcharge Stats✓A Facts Publications Contact Us 6CIS Site Map Links Search dprb I•Product Approval USER:Public User Product Aooroval Menu>Product or Aonlicatlon Search>Application List>Application Detail r✓d FL # FL389 R9 REVVP-q ? ) FOR _ - Application Type Revision 6 �8� Code Version 2017 CODE COMPLIANCE Application Status Approved LUCIE COUNTY Comments Archived `� RECEIVED. Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive OCT 2oZ0 West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com _ Permitting Oepartmenc .��� ®� St,Lucie County Authorized Signature Bill Feeley ---� lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer G Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. On 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 1 - Product Approval Method Method I Option D Date Submitted 0911812017 Date Validated 10/18/2017 Date Pending FBC Approval 1.0/19/2017 Date Approved 1211212.017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interiocking blades retained by tracks(top 3-(Non-HVHZ)-Drwq 17.106 and bottom)for storm protection Limits of Use installation instructions Approved for use in HVHZ:No &389 99 11 AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 aERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified Py:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D",Max span is 12'-3"for 40 psf Evaluation Reports positive ASO load and 13'-0"for 35 psf negative ASD load the Ft 389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade yr/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes 55 psf HV3 blade yr/window blade working in unison,Max.span for HV3 blade w/o window blade for Installations into Metal Stud walls is 70"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet S for other spans and ASD pressures. 389.2 Bertha 1IV Accordion Shutter-Slade Extruded aluminum Interlocking blades retained by tracks(top 1 Oniy-(Non-HVHZ.)-Orwg 17.107 and bottom)for storm protection Limits of Use Installation instructions Approved for use in HVHZ:No F089 fig 11 AMERiCAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes jNf= 1'1RAMNf 17-107 BEgTHA HV ACCORDION SHUTTER Impact Resistant:Yes , YS STfM.f'DF Design Pressure:N/A Verified Sy:American Test Lab of South Florida Inc. Other:large missile.level"D".Max.$Pan is W-0"for 30 Cremerf by Independent Third Party:Yes p.s,f negative ASD load depending on center rites and lacking Evaluation Reports rod configuration for the HVI blade,8'-0"for+64,-72 p.s,f- 17089 8 fig A£ AMERICAN SHUTTER SYSTEM ASSOC A.S.D.load for KV blade for Yeystone mountings 7'-0"p.s.f. INC DRAWING 17-107 PRODUCT OF EVALUATIM f for metals stud mountf'tgs and 5'-0"for 110 p,s.f,for HVIA }�EQf3RT•i!GF working in unison.See sheets 7,11 and 20 respectively of Created by Independent Third Party:Yes ` installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by track.--(too COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ;:No FL389 R9 11 AMERICAN SHUTTER SYSTEMS ASSOC—INC. Approved for use outside HVHZ::Yes 1-A ING 17.106 OERTfiA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified Sy:American Test Lab of South Florida Inc. Other:Large missile.Max,161-0"span at 30 p s,f ASD load Created by Independent,Third Party:Yes for Blade i and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports. 25 and 28 respectively FL3.89R9 AE AMERICAN SHUTTER SYSTEMS ASSOC, INC. DRAWiN 17-106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party:Yes Ei.ecS, Ha>l - [n ll ;;96pt ni»r`.it no ttnad.TnOohxsser Fj 123R„Q,tmnM•` ti{j-fli7-tA7t1 The State or flanda[son WE110"Ilryer,r4rinnht Fnn7.70i Cta+a M rlanr,,.;; yty,Y,,;. n�,y+r::errs&atrf:, _ got;;r�"(nna Statemcm • Under Florida taw,mind eddruu:5 are Public redordit.it you die not want your e-indd adarta5 tt:iemed in response to d pebito-rCGOtd-request,40 not Send ek"'onrC matt to e3115 entity.lnstead,comdct tho onice by pnene or by tra44149at trial+-It you have any questions,pitane contact aSd.Ra7.1195.•Nursudm to 5e!'tian 455.275[1), Florida Statutes,rJrertsve bao0er 1,20/2r Gccastes licensed undercieepter 455,F.5.must provide the ntpattment min,an email oddress it they Have ait,The crtaits provided may tic used far ,officiai cdrnrnumcatwn with Me i censte.ltawtver emad ad4reties are puHiic record.if you do not with to symiy a Persoosi address,citric provide the W94rimem with an email address which can be mace available to tot it'lWx,Tp ocigim,ne it ycu art a iaeraec unddr Utapter•45%F,S.,please ditit rr, Brltioly lApProvai Aregpts: GENERAL NOTES: 1, BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL Etc 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 DIRECRONAl1TY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES 17 & Q BY MULTIPLYING THEM BY 0.6 W ORDERTO COMPARE THESE W/MAX.(A-SD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS 75 AND ANCHORS ON THIS D FOR AS TESTED,WERE NOT OVER IN WOOm,A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS jgQi USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOl•IEVER,A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS W WOOD. BERTHA H.V.ACCORDION SHUTTER SYSTELYS ADEQUACY FOR WIND AND LARGE 60551LE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WRTI SECTION 1fi09.7.2 OF THE ABOVE MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL —HV BLADEOI J0214.01-03,80715.01-03,#1004.01-05.#1214.01-05,#0317.02-06.00609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: W BLADE T AND BY WINDOW BLADE (1A� 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 GUIDE 9#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2, 3) BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 2,NV BLADE 1 AND ITV WINDOW BLADE INSTALLATION DETAILS A—F, CONCRETE/BLOCK SHEET 6 O ® ARE ENGINEERED TO WORK IN 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#14x2.75°AND#14x1.75'RESPECTIVELY, 410—ITT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksT YIELD STRENGTH AND 180 1&TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED 81'APPROVED CENTERMATE ALTERNATING DETALS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AJERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063—T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 70 6005—T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 5,ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE— CONCRETE&BLOCK SHEET 12 AND SHALL COMPLY V1/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE— CONCRETE&BLOCK SHEET 13 6,BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 14ANCHOR SCHEDULE— WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:KV BLADE(D 12,13.14.15 AND 20 INSTALLATION DETAILS M—R, WOOD SHEET 16 KV BLADE 1)&© WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S—X, WOOD SHEET 17 B.THIS BERTHA H.V.ACCORDION SHUNTER SYSTEM BEARS A U.S.PATENT B6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 95-458.179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X, WOOD SHEET 18 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 B AQE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10,EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL KV AND HO LOCKS, AREA 4' HV WINDOW BLADE 6)ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LIBELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE. 12. BERTHA N.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL.COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUEO TO. , 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIC14ATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' 111' '•....,,, �Ta 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. s'P•'��z1Eras ':`/, BERTHA HVTM A.S S,AM Accordion Shutter System H.V. BLA X#1 W/OR W/O H.V.W1NTM MADE T/1 a TILLIT TESTING & ENGINEERING COMPANY American Shutter Sy3fBIr13 EV,N DESCRIPTION DATE DRAWN BY: LC. ^ "� 1Y 6355 D.W,ism.St.,SW.305.VRONA CARDDIS,FLORDA 331e A390C10tlOn, Inc. 1 OLD 75-085 7/27/L DATE: 07/27/17 Ofli + Ph—:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 �r�`�/L1 a-moe:tilt eca0aol.com West Palm Beach, FL 33407 3 DRAWING No _ {A S�O���y�V It EB-0006712 : 1 O7 _ 4 �,1� VALTER A.TILLER Jr.RE. 4 P.E. �£AL�SfrNA'k/DATE FLORIDA Lic.9 44167 5 SHEET 6 1 OF 20 / r3"o FCa WVOCN Eu'O ry VA ES 1 0s7s, 1.91 B' ,.4 sv p lw ,,l o e�\• 0.454' o m flax. 1.200•v .09 v1 es __ 4 371' '�• 4.3B5• 1 ' SOLID 9 DE "J75 h ? 51 HVSTARTER COVERED.UNDE PATENT 5 58179 �HV UNIVERSAL FLOATER s \' ,I QUALIFIED FOR USE Vd/ HV BLADE1 14 HV DIRECT MOUNT QUALIFIED FOR USE W/ 1 H WI O DE* 6005-T$ ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 606HV 3 6D ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 BLADE G) 6063-TG ALLOY AND TEMPER 3.226" 1.SC0' 3-T6 ALLOY ANNbD TEMP 065' a .124' 3.556• (> ) o`, .670' 0.072 2Mjjl�2 670' 670' 2226" .9 0' 072 q 4.89r o 815' 0.072 HV ADJ ADAPTER W�LIP 4.436' .9203.2z6' QUALIFIED FOR USE lV/ HV ;o '6 .-- BLADE 1 C1HV WALK-OVER TRAM 6( HV ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE VI/ HV C)HV TRENCH TRACK -2ss aso QUALIFIED FOR USE W/ HV BLADE(1-j QUALIFIED FOR USE W/ HV /�� BLADE il 6063-T6 ALLOY AND TEMPER BLADE�ONLY. (l l"}, HV RAINGUARD 6063-T6 ALLOY AND TEMPER n VARIES ki 36, 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV ts75- BLADE01If . VARIES 1.936't.917' 6063-T6 ALLOY A D TEMPER It �OB3 83' - .083' L-06�3 o .093' ...] W09 !1.060' _1A, .O60 `vI .093 .093_w 6701� 3 1.686' i -1 p21§ 670 j 3520' i .5 0• I 3,529' 1 HV HEADER SILL 1670. 11 HV CEILING HEADER � 13 �D CEILING HEADERISiLL 3-5zs Q LIFIED FOR USE W/HV BLADEOi ONLY, QUALIFIED FOR USE W/ HV BLADE(ONLY O R�SlLL 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE SEE SECTIONS FOR VALIDITY. 1 14 HD WALL HEADc SEE SECTIONS FOR VALIDITY. 'J QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE CI)ONLY, 063-T6 ALLOY AND TEM j T1 COMPONENT A 8 T1 T2 j X Y 1 r� M71 XN.N,YMN.t 2• 2• 10.125- j '17 2" 5'MAX. 1/8" 1/8- I `� I 3" , 3'106 SIDE ANGLE i0.C90- 18 2' 5'MAX. 0.192' 10.192" S e QUALIFIED FOR USE W/ HV ALUMINUM ANGLES (19 2.5" 7'MAX.I 0.,90• 0.,90' CO CORNER POSTS BLADE CI) QUALIFIED FOP. USE W/ HV QUALIFIED FOR USE 'W/ HV 6063-T6 ALLOY AND TEMPER BLADE 01 ONLY. LADE T,, 6063-T6 ALLOY AND TEMPER & 2' S'MAX. ,I0.139' �0.131" 6063-T6 ALLOY AND TEMPER / 11�Cjgq77r.� FLORIDA BUILDING CODE(Non.High VelocityHurricane Zone t (11 � K 1!, -.., 02017 TILTECO.INC. ©2017 EASTERN METAL SUPPLY,INC. ucE,us BERTHA HV,, A.S.PJ.A. Accordion Shutter System H.V. MADE#r W/OR W/Q H.V.WINIZW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems T' rAssociation, f ♦ EY.No DESCRIPTION DATC DRAYM 8Y: L.C. • •ATL 1 6355 1 S6:h.SL,9te.305.VIRGINIA GARD'S.FLORIDA M16 A$$CCIC IiOn� Inc. t OLD 1$-08$ /27/17 DATE: 07/27/17 p 0� Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 'o '• �/ \� a- 0:Vit-acol."M DRAWING No '(� EB-006719 West POIm Beach, FL 33407 3 ,�,5.��...`...e����llll WALTER A."TILDT J,P.E. 4 17-107 P.E:SEA,YLytf� A"f`L�{�E/DATE FLORIDA Uc g a4,67 5 SHEET 6 2 OF 20 4.660' 4.576' -- .929• .745` .745' 2.293` FLIT-2 /' t/4'-20 ME CAST 2.29J• 0.334` THREADED HOUSING QJANEL 540. I AO SS.M.S. I PAKEO PAIRED 1/4•-m'-' Rq� I 1 ph �I (2 TIPJ �f 1/L9iA0ED I NOTE CAST - •vdi 'u�i o f O M1 BA1cED PA'N(ED GRESS TUR, O i I bl.'i ^ V- . KU09. .318`j ri1NDER GRASS CARIDER HV CENTERMATE s, J I •o PLATM)(CHROME (CJRovE x TED) QUALIFIED FO SE VJ/ HV BLADE 1 & A ONLY ,� HV FLOATING C N >°• •psp " 1L-325_!� n, � P'-"? HV LOCK , e V� K HV EGRESS 6063-T6 A D TEMP UACfFIED FOR 6 LOOK Q USE W/ HV BLADE 1 & 1A ONLY �'.� 3.oz3' I.e�s:: QUALIFIED FOR USE w IFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QUALIFIED NV CORNER CENTERM BLADE O7 & ZA LY. B T & (CA ONLY. FOR USE W/ HV BLADE 1 ONLY 250"0.D_ 26' 6063-T6 ALLOY AND TEMPER 418' ~ 1.756" .922' P HEAD - 4,045` 2 UOLOED TO nm I �-' SCREW 2.079' 1.753' , t.aoo' o �21 1p AFTER RIVETING I �t In 1/4"0-20 xp3/4" BEFO E RIVETING S.S. THUMBSCREW 1 "0-20 R V UT* 2.750' 1 w pg4 I *SERIES 9444 ALUMINUM(2024 ALLOY)LARGE FL114GE THIN I a.7E0" I to SHEET NUTSERT,PART 8 032 AS LWWFACT'URED By AVDEL PLAN "' FRO1R'ELEVATION IZ HV MALE "T" LOCK CENTERMATE m 4.566' 7 1.822" CHERRY TE)(TORN,PARSIPp ,KSW JERSEY 07054 OR EQUAL 77 LOCKER FOR "T'! LOCK CENTERMAT QUALIFIED FOR USE V!/ HV BLADE 1DONLY 25 HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK V ER A IV LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOP. USE 1V/ HV BLADE 1 ONLY / QUALIFIED FOR USE W/ HV BLADEnONLY QUALIFIED FOR USE QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPS. W/HV BLADE 1�ONLY. BLADE lO ONLY. 1.917 1,917' SSi 3.161 d 1 .0 3• 7_ .063' a 43a 1. I O �I .214' 6j m .063 6Zj 062" L mI c THUMBT O J CYLINDER OR .214' ` • KEY CYLINDER I a m n .545' o P I I n 0.875'Min. 31' CEN T W NO LOCKING ROD '�I HD TEMATE W LOCKING ROD . m n •�3 1 .125'Mo QUALIFIED FOR USE W/ HV BLADE & � 1 QUALIFIED FOR USE W/ HV BLADE 1 & IA a I 6063-4A/CE�r& PER � HD CENTERMATE'S INSERT .aD4• ARIES, 12'MIN. 6063-T6 ALLOY AND TEMPER o n o QUALIFIED FOR USE W/ HV BLADE(1) 1A ,� c 0-20 5.5.OR S/80-16 1.130' 6063-T6 ALLOY RAND TEMPER THU!d95CREV5. ,,,(� (SEE DETARS t1/2' THUMMURN ac CYUNO 00 OR KEY ® ' el m •I 1.57 I.fn.l CYLINDER LOCKING ROD� 1.78'M_ _I 375'0 _7/4.0 QUALIFIED FOR USE W/ HV BLAOE;11 �, 34 D LOCK 6063-T6 ALLOY AND TEMPER ',`3�6 HV 3/8"0-16 ACETAL C�/J HV 1/4� (b-20 AISI and BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 5 INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE iO& 13 D LLED AT TRACKS FOR PROPER EMBEDMENT QUALIFlED FOR VjI;,Yjj HV BLADE 0 QUALIFIED FOR USE VI/ HV BLADE 1Q FLORIDA BUILDING CODE(Hon Nigh Velocity Hurricane Zone 1111 DER A• 7/ 1=17 T)LTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. �cE.v"' . �� BERTHA NVT7., 1 L E C O I NC. Accordion Shutter System. A.S.S.A. �� 6t4DE , W C i• � # /OR W/o KV.WINDOW BADE ;IT TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Y EV.N OESCftIFTION DATE ORAIL14 BY: Lc. ` ' •n. 8355 N.W.36N.Sl.,S1e.305.VJiG-GARDENS.1T^m•331.1 Association, Inc. I OLD 15-085 7/27/17 DATE: 07/27/17 •. �.TA�nF •7�. Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 ' 10AID� 4iA n�1 °-"°'I`1'i1e°O®vo7eOm West Palm Beach, FL 33407 3 %TIUUT DRAWING No ..... .. WALTER. 1 Jr.P.E. 4 17-107 P.E. SFAI° ��dA�j�jRc%DATE FLOROA 4°.S 44167 5 SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 12" . CIE. CE t HV BLADE t 41 40 -38 lullTO BLADE 7 P ^ .0625' ® HV BLADE iA ID Hv vnNs BLADE ,0625' 062 0625'W LONG RECESSED NYLON BUSHING s , BLADE'S "0 OPENIN 1875 YO KNUCKLE .0625"�-� N (TYP) 0.06;5" / HV SHORT RECESSED NYLON BUSHING , r- 40HV rdYLON HAT WPSHER R N W { II FLAT PORTION R7.750'N lil B 50" F1V WHE CARRIAGE AISI 302-303 SERIES - X X 0-870"x3 16" THICK NYLON WHEEL. !— N 2 7/8"MIN. KV MONODY/ 0.188"0 AISI 302 SERIES S.S. RIVETS Ml-- "0 ttEAR SEPARATION 0.3 * �I I r BETIYEEN .0625'J�.0625' 3.7500' ® HV 1 3/4"ACCORDION PIN W/ f!8 HEAD EXTERIOR J I Ii—� OPENINGS N ±5 3/4" crrnaN 62 @/� o ON CENTERS&F .7soD" HV 2 3/4" ACCORDION PIN W/ #8 HEAD * LL - t. 47�" `° 41 �477"L� it 2 1/4'I ExrFaoa FINATIO ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I I D I I TLs III TYPICAL HV WINDOW BLADE h AND BE717EEN I I F��1 I 39 ' 3s POLYCARBONATE HV WINDOW DETAIL TOR ® 4� or ®3 ME NOTE FOR REQUIREMENTS) I D OR ® i ! *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCAP.BONATE � HV PIN REQUIREMENTS AT EXTERIOR B ADE KNUCKLE FOR 1 ` I 1TO BILADeEIBFo IC RESINS. INNOVATIVE PLASTICZLEXAN 1030 ESINBIC t �� i I (3 OR ® I [--- SEE NOTE "F" ON SHEET 19). (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR ` 3® N. BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR i i i POLYCARBONATE SOURCES FOR 44 . i HV BLADE' TYPICAL SHUTTER ASSEMBLY J EXTERIOR APPLICABLE R�r �3L N.T.S. 1rvIFiA PRDPERr�S srumlRO (2) HV PIN (9 MAY BE USED IN LIEU OF ®AND ONLY AT HV PIN @ OR 43 AT EXTERIOR ,s,auu,! Imn m EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 90.324' BLADE'S KNUCKLE. tiOsreL BLADE NlFiEI.1 CORRESPONDING TO INSTALLATION "11", SHEEP 7. 1 (SEE NOTE x FOR svEaFLc cam um Drax a.Da I6� 0.043 mrd .04&"�� `=i REQUIREMENTS) z uecN.ur.. TYP. i 1 TENSILE YIELD STRET GD ASTM De 9,r00 Ra.i. 9" 0 P J. (3) HV PIN © OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER m I iI FLEXURAL snle:arx Ar nE1D ASM D7a0 IzscO pa.i. u,a0o P,r,.L SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8� i I; ?I I FLEXURAL MODULUS A9 N D790 3--.000­1 U5.000 p..I. SHEET QO i I i NmaED IzCO A M W56 IB F1-'np" 17 rr-// FL SJRVINf-M RACTEf STKS, WHEEL CARRIAGE DETAIL s Domn ASTU D2843 472% B4s z wX S. ASS RATE of SURVYG A51Y M33 C-I CLASS C-I cuss .5.EMBLY LAYOUT SELF IGNIRCN AMU 01929 10"0'i gE0'F 1'r'AQUM: AS1M 0155 TL.V.LE STRDN AFTER WEATYEF.NC ASIM 638 9302 8840 FE:. J) HV BLADE SOLID & 4-A HV WINDOW BLADE DETAILS ,E SESRE559�DRE WN NENI^-° 638 846,Da.4 8660 N.T.S. 11l�T"JAW",�. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' A1AA VP �\L•�NS,�." ✓�u 02017 TILTECO•INC. 02017 EASTERN METAL SUPPLY, INC. 3 BERTHA HVTM L E C O H A.S.�.A. Accordion Shutter System ` H.V. BLADE#1 W/OR W/o H.V. WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems E,,Nc OESCRIP110N DATE OR"M BY: L.C. •'.,H \ 6165 N.W.36U.St.,Ste.305,NRWNIA CARMNS,FLOROA 3316 ASSOCIaflon, Inc. 1 OLD 15-085 7 2]t DATE: 07 2/ 17 %ITT / i / / Fh9ne (}051871-15}0.F9::(}OS)671-75}t 4268 6Vestroads Drive 2 At -1" 0-DO olmaeES- oisI.— West Palm Beach, FL 33407 } DRAWING No ,rarr' WALTER A.TILLIT Jr.P.E. ! 1 7-1 07 P.E. SFAL/SIGNATURE/DATE FLORIDA LUc•4 44167 5 SHEE 8 4 OF 20 *NOTES ON HV LOCKS AND CENTERMATES• '� J (L�,�1.� �•,�S�.u�q 1.MANDATORY CONDITION/1: ONE HV LOCK @ or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12°ABOVE OR BEEL,1,OW �2 OF SHUTTER SPAN FOR SPANS UP TO 705",AND FOR INST TIONS T ANY ELEVATION. HV LOCK!�L or�5 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED T.L OR a,' 1 f CfMERAfATES 1%/(2) 1/4.0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 106 m \ I I LOCKS HV �$OR 0lA�AY IBEDU3ED ASEAN INSIDE OR OR BETTER PERFORMANCE OUT3IDEC LOCK. CONNECTION OF LOCKS E TO UCENTFRlMP TO �ES�I ORLOCATIO SHALL BE AS INDICATED ON NOTE (1) ABOVE De-xve N OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. HP- 3. OPTIONAL COMMON II o 5 9 ,,{��!! A IS USED W nWO H V 1 nOlrc)• LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY J�CAR 04 /��°"¢S 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 CONDITION 92.ONE HV LOCK® ('SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN o AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, W ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS(S Y £: o xoc_ xye AT TOP& 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. i 5gfi^P�e 5` OR 22: ONE ALTERNATE HV LOCK QG MAY BE USE[L IN UEU OF HV LOCK or Q�FOR ANY SPAN AND v �5'0� ( 5`� INSTALATIONS AT ANY ELEVATION. ALTERNATE LOCK f28 !MY RE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT % RxB 3i 51� OF 1/4°0-20x3/4' S.S. THUMBSCREW TO©OR�?CEMERMATES SHALL BE MADE Y!/ 7/4"0-20x3/4"ALUM. �u} RIVNUi AS SHOYfN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT i/2 OF SHUTTER SPAN OR N!0 t` � ]$coo�,�.^n� � � _ LOCKS AT 1/3 OF SHUTTER SPAN. MANDATORY CONDITION 83 FOR KEYSTONE MOUNTING INST I_ P�ATIOhC• ONE HV LOCK 23 or Q3'or SHALL BE 1 f USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP i TO 96'.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK @ or 25 or @ MAY BE USED AS AN INSIDE OR SEE END J 3 OUTSIDE LOCK, ATTACHED TO or aSYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. 1° M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 6$IV/(S? COI7NECT10N OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. SHEETS OCJ D T E H 1 J K L N � p a B y 1y x SHEETS 10 & HEIGHT. FULL 1+ OF CORNER *NOTES ON HV "T" LOCKS AND CENTERMATES• � _ aertm son + _1 1.SECOND ALTERNATE TO MANDATORYCONDITION#1 VAI ID ONLY FOR HV•T'LOCK AND CET" 0MATES AND CENTER7MTE ONE ALTERNATE HV`T LOCK MAY M1 BE INSTALLED IN LIEU OF HV LOCKS%OR FOR ANY SPAN AND STALLARON AT ANY ELEVATION. ALTERNATE LOCK @- BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK @ INCLUDES USING REINFORCING LOCKER(2J,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 10•+T 51-13 •'1 oa CONNECTED TO CENTERMATES q AND f9l W/ 1/4"0-20 x 1 1/2"LONG S.S. THREADED BOLT W/7/8.0 x 3/32° �"r' ��� ^� YANGNUT OR W/ 1/4"0-20x1'S.S.M.S. INTO A 1/4'0x 5/8"RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12• •�.J /�� ,J ,lei (13 MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS GjS TOP AND BOTOM IS MANDATORY. U-9) @CR 11�1 CB) 08 f )- (g) n�G�Q9*0DR 191.(5) *NOTES ON HD LOCKS & CENTERMATES• 1 _a34W/HD CENTERMATES(54 OR(31 W/(� ONE ALTERNATE HD LOCK 35) MAYBE USED IN LIEU OF TYPICAL HV BLADE SHUTTER ELEVATION HV LOCKS 12I OR'y FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK Y4,'MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LCCK i�4)TO 731 IS W/3#8 x 3/8"F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT(Lil AS SHOWN ON SECTIONS H09-HVB AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 6,5IS COMPLETELY OPTIONAL LORI A 1 11 CODE( on igh elocityHurricane one •. .ENS, �J 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. ` S, `�' O . BERTHA HVTM A . Accordion Shutter System N C SS.A. L E C H v. BLADE#1 w/OR w/o H v. WINDOW BLADE •' /I, :T TILLIT TESTING & ENGINEERING COMPANY Am®titan Shutter Systems .rpp;• F TE F • I Cv.H DCSCRIPTION DATC a—BY; LC. �,`\' 6355 x.e+.36:q.St.,SIG.305.\1RGI.YIA GARDENS,FLORIDA 33le A$$G1C(CtlOnx Inc. I DLD 15-085 7/27/1 DATE 07/27/17 Phone:(305)871-1530.Fox:(305)871-1531 4268 4Vestroads Drive 2 ss/' Gr, lItT1 varEe�aniirt Dr.c'nnFE. West Palm Beach, FL 33407 i DRAWING No OVAL E� 17-107 P.E. SEALJS1GWU'GR'E/DATE FLORIDA u�. aatDT 5 SHEET 5 5 OF 20 r--CONCRETE ANCHORS POURED BOCK POURED r POURED—� CONCRETE (SEE SCHEDULE ON REQUIRED .-1/4'O-20z3/4'S.S. CQNCRETE REQWRED� SHEET 13) CONCRETE ANCHORS MACHINE SCREWS REQUIRED �. �,.' / (SEE SCHEDULE ON YI/ 1/4"-20 i'-- - j�—T CONCRETE ANCHORS -�� / 17 6 SA FTQYE(9CE GtCUNi1NG®ON SHEET 7) j ' SCHEDULE ON SHEET 13) �� SHEET 13) NUTS® 12'O.C. 1' ^ 11' 1 1• J; �ca lam) Y \ ' / +hrn.�l t/a o-2oz3/4 S.S. EQ EO MACHINE SCREWS --_- i 0 D12'D.C. ; f /2.".USING 1/4"-20 NUTS i 1g -IIE E.D EO O OR O$ E.IO.• E,. (-Max. OPTIONAL �PTIONAL I i eTo SEPM(aE '7 , oil SH T 1B FUR E)0STING MIN.SEPARATION TO GLASS 1 GMLASG.---S �(D& ' MIN.SEPARATION TO GLASS 'I l f 1 GLASS r-(SEE SCHEDULE ON SHEET 11) ' r(SEE SCHEDULE ON SHEET 11) ' ' EX DNS_ HV WALL HEADER INSTALLATION ©HV WALL HEADER INSTALLATION it HV WALL HEADER INSTALLATION + KEYSTONE EXISTLYGGL'S 1 ' MIN.SEPARATION TO G1A55 �1 W.SEFA'AIa, , "l� ' ' SEE SCHEDULE ON SHEET 11 1 OR h 1 ,, ( ) 1 L/ � MIN.SEPARATION 70 GLASS 1 I � DCISTING� }{ 1f eA➢E'a7AVO �+ `(SEE SCHEDULE ON SHEET 11) GLASS , f_rfiC1 19 i02 µ{ , I FI,I v 9/LES�& l ExlsnlaG l l ' I ,�OPRONJA. i „ I IL t/4"I/, � i % i � j II' �- E.D.•-/ i" ' ,, III I lII' ' a.. / OPTIONAL i rAOz. _L ' �- _ E.D o I l I. E.D.• /i/• I, i I' 13 DR 1$ f / --- ,z ` 1 13 DR 15. i EQN -Eo Jj 1 oR�� :I �, ---- /4 o-zo.3/a'Ss. / ( hsR. / i - ----- E EQ� PHILLIPS TRUSS HEAD I' /' `\\\; j 1/4'o-20z3/4-S.S.PHIWPS i/ __ �` 17 1a MACHINE SCREWS USING j__;Y'� .l CONCRETE ANCHORS CONCRETE ANCHORS 1' ( 1/4'-20 NUTS 0 12"O.C. (SEE SCHEDULE OF7 —TRUSS HEAD MACHINE SCREWS POURED CONCRETE_ (SEE SCHEDULE ON SHEET 13) , Min. POURED CONCRETE SHEET 13) W/1/4"-20 NUTS® 12'O.C. OR CONCRETE BLOCK % y OR CONCRETE BLOCK WALL REQUIRED C D) V W � S L INSTALLATION •/ (SEE SCHEDULE ON REQUIRED ti.' POURED CONCRETE_ SHEET 14) �F HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED (g) HV WALL SILL INSTALLATION FIO7E FORES T7"•L 4 FOR4'aP SL SKLIs INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SFFJRER •EBLY . D.= EDGE DISTPTTCE 2-S MO NTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) • BlAOE SEEIIIA ONTATIONSHOEET 19 FOR J) H V BLADE IN ANY YIAY TO SUIT ANY IN ON. /F/// " A. F// ` FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' oA111�� ��rjENS+ ✓� 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVT,, L E C O�N77 Accordion Shutter System H. RADE#1 W/OR W/o H.V. WINDOW MADE _ j"^� ;' �, TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EY.N DESCWPTION DATE DRAWN 6Y: LC. �� % 0 IDP. °��',+' 6356 KYt.]6N,9L,St..]06,MRCKA CARDENS,FLOROA 3316 Association, Inc. t OLD 15-OB5 7/27/11 DATE: 07/27/17 � R•••'�r\ ~ Phone:(305)871-1530.Fox:(305)871-IE37 4268 Westroods Drive z S'jo �L NVj1,11 a-mac 6ne�eeoLe°m West Palm Beach, FL 33407 3 DRAWING No NAL Ee-0006719 �� �7 /II////•'• WALTER A TILLIT Jr.P.C. < P.E. SEAL/SIGNATURE/DATE FLORIIA Ue.F 44167 S SHEET 6 6 OF 20 POURED CONCRETE ANCHORS i LM OPAPATKnv I t CONCRETE (S.E.E' SCHEDULE CHEDULE/O N/S;HEET 13) RECUIR/O tt r"FaO.R11 135tifff m µ,0 I I II I EXISTING 1O CLASS D. SwON EDGE OF SLAB IF GLASS—j SCHEDULE II ii i "O ICL SEPI.a1.laN I a SHEET i`/r'/�//;///'.�'//, I tI'�I II ., /'./"E 1,;,q./"///'%f%// r C- 7 1Ii LOCATION I Ii Ii IIti•--[/osE / E.- .Ii�iI t' (� ,'/�'\a//tt it%i tIt L� %%/i.%1/I)ELADES6&G CUSSAPPLICABLEEUG LERA EO EQ� � EISN/ v / ji 0 CLASS 1 OR�13oR5 #I0z3/4'HEX WASHER HEAD ]/6'U. O.C. ' 4, ' I EDGE. OF CONCRETE ANCHORS $ SLAB IF APPUCA13L E(SEE SCHEDULE ON SHEET 13) EXISDNG I I I� li i r' / •/f/, I It / �%i'%�.// 'I r j /�,' EDGE OF G(ASS—+ I EDGE CF��: / .// I/ /1 t•' / / / J / SLAB IF SLAB �1/2 EDGE OF �/ / r?, �% / �•�/ i va StyAWF!}t I I APPLICABLE f'` E 0— O / i SLAB ff APPLICABLE rSpmuE wilEr // / !/ / f/ / % APPLICABLE POURED / D. POURED FLAT HEAD CONCRETE ANCHORS 111ORSIA1)E1DA:d1 POURED // ' ' /.� / / / / ,_I/ ,/ __� CONCRETE L CONCRETE (SEE SCHEDULE ON SHEET 14 ON 10 FOR 1 OR It� CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED ) aAt>E5O&G � REQUIRED E.D.• �E D.'� (SEE SCHEDULE ON SHEET id) I1 BENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. IB1 HV FLOOR INSTALLATION t I HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER © HV CEILING INSTALLATION SCHEDULE #3, SHEET 11 iL—1Uea�NL E5 51➢¢ARr Apt,�qTG 1 II i OO • I I I EXIS T " CONCRETE ANCHORS —ftO AVt.a tFsN (SEE SCHEDULE ON SHEET 15) 1/4.0 m Bu1ioTrHwg ) EXISTING EXISTING EXISTING ADVANCED --- Oi GLASS�i f GLASS I wv.s;FNutw1 ro clwss i GLASS—IT TECI NCLOGr OR 1/4'0 Po'AEIs —'(SSEE SGFWIE ON s%xEt tt) tl I—'-O JI FASTENERS TAPFER+Ant>eRS%N/ I 1/4' I D i i i i - (S IASQ flA F ON if) 1 3/4'4N.ELanDuoir O 6' MAX. t O.C.FOR UP TO C-0'SPAN AM 171 - I 4'O.C.FOR SPANS URGER-,AN i I f i i i I j I I 1/4' 1 / / ,I, 1 6'-D'tP m B'-D'WX AFilr� -♦ I'f MAX. / t SEA1Agr AT EYQTY FASIENNER HEAD I,•' / / (( (".)(%NOTE t O! g• 3 OR 15 0. #10.3/4'HEX IE.:D.*.' 1 f SHEET 11 FOR IUATA 3 B WASHER HEAD I -91Ht MAX. I i WIN. I TEK SCRE1r3 CENT.SFALINN 814s3/4' HEX HEAD 1 3jB- ® 12'O.C. /f •f,i v:,-�J: 3B',• TEK SCREWS 05'O.C. $ i _ F'"_ ,/ / , I I I 1 rA, %?///i OR 1/4-0-20 S.S.MS. i CONCRETE ANCHORS _ 6 7 L 3/ #1aX3/a'S.D.S. . �_f_ I t I f b2.'00- is f/4'a-20r3I4'S5 NS W/NL/T®9'O.C. • (SEE SCHEDULE ON f / 'O ®9"0.C. _ 1 I I 1/4• , /' Usln'G 1/a'c-za NUTS 1 SHEET 14) f I7/7 Mfa, , .�,/%J.� _--_T%rS _____ , _ o tz'O.C. / 17 OR 18 1/2.I .17. / :'/: 17 R 18 I MIN. // WALL mtM.� EX.NG KON STRUCTURAL �; /. %//5 �il/ ' ✓ '� �.%' ;/ // / SLAB OiFF.L :' / / 1'• E.D. SU) (DECORATIVE r' / / #14.3/4'F.H.S.D.S. MIN. / 1 7/8, -f 7/8• / APPLICABLE' �_ -.,.! • ®.B'D.C. , PouR�CONCRETE/ CONCRETE ANCHORS SEE NOTE'13(b) ti— \ REQUIRED / D. POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 `SEE NOTE 13(b) OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 -` —1 REQUIRED OR CONCRETE BLOCK NIDI`W. POURED / REQUIRED cONCRETEJ K HV WALL FLOOR INSTALLATION QM KEYSTONE MOUNTING INSTALLATION © HV WALL WALK—OVER INSTALLATION MA%INUM A.SD.CE51GF1 PRESSURE:+64,72 pal REQUIRED MAXIMUM SNURER SPAN B'-0' rJ HV RAINGUARD INSTALLATION t E NaTF FOR COFlB1YATX)N OF cF IONS: 't'THIS INSTALLATION SHALL BE E.D. EDGE DISTANCE REMOVABLE WHEN PERFORMED 1-SEE SHM 4 FOR TYPICAL SHUTTER EancATIONS ON SHEEP 1}) ADJACENT TO AN OPERABLE EXIT 4 SEE LWITATIONS OF USE FOR ASSEMBLY OR ENTRANCE BLADE 1A ON SHEET 19 2-MOUNTING SECTIONS CAN BE COMBINED Q INSTALLATION DETAILS W/ Q HV BLADE - N ANY WAY o SUET ANY INSTALLATION. 1PTF �� / ''� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `T��'�•;' NUN •` L/ ;• 02017 TILTECO,INC. @2017 EASTERN METAL SUPPLY, INC. BERTHA HVTTA TOW E co N�. A.S S■A. Accordion Shutter System H.V. BLADE#1 W/OR W/o H.V.WINDDW BLADE American Shutter Systems Ev.H DESCRIPTION,Q. i TILLIT TESTING & ENGINEERING COMPANY DATE DRAWN Hr: LC it, � 1L4h 6355 N.W.36th.St.,Ste.3G5,NRGNIA GARDENS,FLORIDA 33lec Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 West Palm alm Beach, FL 33407 Phone:(305)871-1530.Fa::(305)871-1531 4268 Westroods Drive 2 e-m atf:tlK Lcom ecoeoo DRAWING No i "A�'IrA � WEB-000671E 3 WALTER A.TILUT Jr.P.E. 4 17-1 07 P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.®44167 5 SHEET IF 6 7 nr 20 SEE END WAL CO 0DETA ON SHEETS 10 IS SEE NOTES ON LOCKING RODS® HV LACKS(D or OUT IN r EXISTING GLASS INSTALLATIONS W/ 1 HV ** AND ALTERNATE HV LOCK 6 ON SHEET 5. BLADE W HV CENTERMATES CENTERMATES APPLICATION R7TH 2LADEQI ` lo• is°R�.�°a�.©Gq 1 OR SEE END WALL CONNECTION EXISTING GLASS QUAILS SHE 0 ----/4------- (6063-i5 C_—_----------.— 2" LLO6"W-2" +@ 3 1{4" 7" 6 1/2 J' ." i A1L01�ALUM. I ANGLE:r/(z)t/s"e TAFcoN t Ga 2. OPPOSING i AaCl(2) To CONCRETE I /2- O ® I SYMMETRYCAL (TOP/60TTml)& ' / CENTERMATES ' (4)#10.1/2 saT.s ro TUBE i ! d10Y7/4'S,M.S.6 12- ��k CENTERMATES WJ HV LOCICr lLo) MIN. SEPARATION I AT EACH ANGLE(iYP) / /� , O.C.FULL LENGHT. I W/ HV LOCK (War ar ,L5`.` TO GLASS 1 * * * (SEE SCHEDULE ® °• 35 I N 3 3 ON SHEET 11) ----------- - - - ---- -- -I — ----- -- --�--_— —,f--- - ------- 5 10 s0• 5* 1 1 1/2" w f z• 011 3 ®q� �C 0 1-0OUT �� lo•Q�©, 134RiQ•1Q°a HVA 2 1 HVB 5 HVC 1 oa oR 6 a 8 e 10•13 oR _ URED CONCRETE OR ©'Q7 1©«©•O7 '18 ce I ///��� —EXISTING CLASS ONCRETE CONCRETE WALL © © O O O J —--__ 10• 15°a Q.Ooall/'.©ca / [CPO REOU RED EXISTING 5• 8 oa 1 - e°a 8 • 7 ca` SYMMETRICAL--——- -— �6�� �°"�.07�.®,� �f� i I I N MIN. SEPARATION I®•-O°R +��L15•@ \_EXIST', — —1 GLASS CENTERMATES 6 rO,©wQ.®°R®,®°A TO GLASS rJ W/ HV LOCK 26 oPnoNAL SE SCHEDULE 1 _ 8 8 oa 9, 3 oa ON SHEET 1 t lIIN.SEPARATION ®'® �'J� * (INTERIOR) O•© O © i®+ ) TO GLASS '�% 'Ci \ -(/� � / (SEE SCHEDULE OPTIONAL ca©. ON SHEET 11) (INTERIOR) Wt.M. OUT -- !—CONCRETE_—_—_---_ _ ANCHORS16•O.C. S 3'703 i HVD OUT (EXTERIOR) HVE rouf] HVF** IlllelUdioiiiis,,y'. 1 r_ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone '++�P,••'•`C Epf•• �� � 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY,INC. sF''.,;� BERTHA HVTM 1 L E O I N C A.S.S.A. Accordion Shutter System . H.V. BLADE#1 W/OR W/O H.V. WINDOW BADE • { TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems •�' '^'u Vr•� Y EV•N DESCRIPTION DATE DRAN7l 6Y: LC. St.,Sle.'05,VRGINIA GARDENS,FLORiDA 3310E Association, Inc. I OLD 1$-08$ 2ZL27 17 DATE: 07 27 17 Ttp ,.• + PAona:(705)871-1530.Fax (705)871-1571 4268 1Vestropds Drive x s/0...... �fill a-1T0:11tQ0O®0o1•COT West Palm Beach, FL 33407 y DRAWING No f E9-0006719 17-107 '^ !!!lf++ff IYFLORID7.Lia 44167E. 5 11P.E.'SEAL�SIGNATURE/DATE ' SHEET 6 8 OF 20 ALTERNATE INSTALLATION W HV 'IT" LOCK HV MALE/FEMALE 'IT" LOCKS CENTERMATES 8 9 & LOCKERS W In HV BLADE SEE END CONNECTION DETAIL ON SHEETS 10 h 18 INSTALLATION 0 HV BLADE OUT IN ^'��ST1G"`� EtADEpSLACK OErAx HVF,ujoicATED ON sKxr 6, W/ HD CENTERMATES l �' ®4ROO O ®® WELL AS ONIVERSAL FLOATING SLADE©DETAL HOD-kw. G• 7 w 8 w 0• 1KD:.TED ON TIES SHEET,WY BE USED WR/I THISALTERVATE 10 W©5 w©•®a©.®a ristt unpH GMT.HVG SNo-rx IN'HIs SHEET, SEE END WALL CONNECTION I ©•6•©w©•O7 •®w DETAILS ON SHEETS 10 18 t I p•pwp.pa®•©w 2 ira1/B;Y-x I (g). S.33•3 (E Wp) N10Y)/Wn. yQ•® 35* 35 A.N'CHOPS TO DTTO ETE * # crop/eorraH) I L----------------------------------- __ (OPnOWL) (•)Plod/2-S.EES TD TUE E1m3/4'SJAS.O 12' I N ------' O--_ 4 (nano:UL) AT Do,ANGLE.(trF) I O.G NLL LENGHf, yr 3 m 30 H V rrTrr PINSH.V. —————— I N——— (4)N.V. LN.59APAfON $ 3 (n'P•) P1Ns TYP.) ro iIAST LOCK (INSIDE) 1 T�/• __•-,_.( (SIT:scNmu E 1)__\� — — - - - - - - — � — A94M -- - t — - - sro 28 3 35 0 uT 31 OR 32 LJ 31 DR 32 31 oR 32 31 OR 32 35 * 2 1/4" �-20 x 1 1/2r• S.S.M.S. 4 35* SEE NOTE 6 SF ET LOCK®, W/ 7/8"6 x 3 32" WINGNUT. (oPRGNAL) T LOCK,ON SHEET 5. * / (oanOWl.)HDB-HVB OUT HDC-HVC Q HV "T" LOCK (OUTSIDE) 26 SYMMETRICAL HD CE SERIES 9444 ACUAIPJUY NTERMATES SYMMETRICAL HD CENTERMATES BVG* W/LSD' LOCK (XTERIOR) W/ LOCK (INTERIOR) (2024-13 ALLOY)LARGE FLIVGE TIM w©•OwO �•®a SHEET N MANUFACTURED PART A OED, ©w® 7 8 010 A6 ICIRN,PARSFD BY PVOEL C{H.R„^/TEX —10•OS a®•0-©.®w 07054 O PARSIPPEITr.NEW JERSEY ©.O.©w,l©J'.O•®a 07C54 OR E011A1. --_ ----------' _—_----_—.—_ 8•©w�.�a19•®cv©•® 3 * re nv Es DN LpC Ohti Rocs®a o® ��s aN�m s **W,''EASAL 1LOATINC 6'JOEQ`CETA'L Y.OD-NlD 15 VALU FOR&L CEITiIvIU TS APPUCATIDIJS W CADE(i) FLOATING STACK A. ,� sr ........... Eft . ✓tea E2o17 TaTEco.INC. FLORIDA BUILDING CODE(©on01 High Velocity SUPPLY.l Ncne Zone o 4 BERTHA HVTM y A.S.S,A� Accordion Shutter System H.V. WADE#1 W/OR W/O KV.WINIM BLADE TILLIT TESTING k ENGINEERING COMPANY American Shutter SystemsREV.H DESCRIPTION DATE DRAWN BY: L.C. w� p 8355 N.W.WK Sl.,-t 305.MGM CARO MS.FLOMA 3318 Association, Inc. 1 OLD 1s-oas 7/v/1 DATE: 07/27/n l e. p•�........s` Phone:(JOS)871-1530.F.K:(305)871-1531 4268 Westroads Drive 2 PN+ L ivlly_j1 111 .-.oil:EB-iCG°60191.cam West Palm Beach, FL 33407 3 DRAWING No E•Y•Art/Ar/I`,'I.... ' VIALTER A TILER Jr.P.E. 4 1 7-1 07 P.E. SEAL/SIGNATURE/DATE FLORIDA Lie.g 44167 5 SHEET 6 9 OF 20 POURED CONCRETE OR I 5 '— '--POURED CONCRETE _ POURED CONCRETE OR CONCRETE CONCRETE CONCRETE BLOCK MALL OR CONCRETE OR CONCRETE !�• OR CONCRETE i REQUIRED BLOCK WALL REQUIRED .` 5>' BLOCK WALL REQUIRED �i" 5,�^--, BLOCK WALL REQUIRED EXISTING GLASS I / CONCRETE ANCHOR' EMSIING GLASS EXISTING GLASS /J ..( ' i fa 16"O.C. — / — / EXISTING CLASS J 2"MIN. Z / �2".V.IN..� l —� `i LATE SEPARATION � /i, i —� �' `i % ,I( l.9t1 SEYARA71611 l/ SCHEDULE TO CLASS(SEE \^�.J EN.SEPIARATION ' EQ EQ�' TO GLASS(SEE I FOR Bipp_QANT7 /' TO GIASS(SEE ' ` i i: 18.N.SEPARATION / I 1 SGiEDLZE ON SHEET 1/16 ,3"MAX. O.v Sl O19�;OR SCHEDULE ON SWEET I l /I TO GLASS(SEE 11 FOR E ADE 1QAND (6063-T6)COM. E.ADES,& 11 FOR BLADE OAND / SCHEDULE Oil SHEET (LOCATE AT 71111N.' ON SFEEf 19 FR.i ALUM.CLOSER ON SHEET 19 FOR y � 11 FOR HARE IQ no EITH/�ER SLOE` ���& PLATE (LOCATE 1/2" / 1 aADES�&�! 1/ ON SHEET 19 FOR OFl Al EITHER SIDE IN \ ' I BLADES 1)&Q 1/2 OF®) I 1 i d•USE 1"OR 2'nW(. I I f'toxt/2"S.M.S. I AS APPLICABLE S.'.S. _—_--^�� ® 16"O.C. ' ----� ALUMINUM CUP)ANGLE B'z0-2" ' _—_—_- 0 16'O.C. l ------' I (6063-T6 ALLOY)AT n9DHEIGKr l'li it V n i (1) 1ox1/z'S.M.S.To®& `J /`` 2)1/4"0 TAPCONS ANCHORS TO AT 1"O.C. (LOCATE AT ®� I JJJ///// 7 SEE 0 NECTIOIN C OR �� I El ER SIDE OF®) O OR OR SEE DETAIL X FOR O OR ®� I TO TRACKS SIDE CONNECTION I ®w 6•Q7 w 8 w10•pm TO TRACKS w 6 ®w©' 7OwOr10•®++ SEE DETAIL X FO Q 7 w 8 10+pw 10 0®5 w©• 3 SIDE CONNECTION �'^©'Ow0 10•pw '70�®°i®'�w©•®m L 10®®Swp.pxp•pw 6 7 ©•0�' TO TRACKS &0 ©w0 O ®w O.0•©w0.0•®� ©•7Q•©'.6Q•O7•®" 1 8 8 6+0.�©•O•®w ©•®w©•®"�•®w 8w1 8• ®•®°q©•�w0•®w ©•©wi©•®uO8•pw O.�w Q•©3"�.�°`�® 8O.O8 w O9•p°'p•®wp.® END CONNECTION DETAIL 10 END CONNECTION DETAIL 0 D CONNECTION DETAIL(j) END CONNECTION DETAIL POURED CONCRETE OR •A REQUIRED ONLY FOR SPANS GREATER THAN 12•-0' ^EXISTING GLASS CONCRETE BLOCK VLAIL EXISTING KN.SEPARAT.ON ,' #1 Oz1/2"S.AI. - ——————•— �� - ------------{ REQUIRED / GLASS _ TO MASS(SEE ® 16"O:C. WiI0f1 L`. SCHEDULE CI SHEe7 .., JJj))) —_—_--- vrr—c 70 GLASS(SEE D/ r%�l _ QOR / yS `©OR®OR )11 FOR HA:_1QA�71 CONCRETE 1 2'MIN. SCHEDULE ON SHEET ----'---- ----'--- '-- i :ON SHEET 19 FOR ANCHOR® 1 FOR CONCRETE 1 I �•�Q&® 12'O.C. , �/p�) GY SHEET 19 FOR �-� ~ - - ---- Q OR i 3 OR0OR \ANC I I ,i�/EQ t I BLADES m&® L __ - , ®O C. r�_� 177 MIN. OR© `'c OR®OR(D OR Z"MIN. ,. i l i .✓' 2"MIN. EO ♦ SEE UI.S®710H5 OF USE FOR © OR 1 3 O / BLADE ON SHEET 19 OR OR i OR i V E Y 6 OR 91 I PLAN 1�OR 1�' DETAIL X POURED CONCRETE OR D CONCRETE lo•Qwp•pw©.®w END INSTALLATION REal11P.ED � 10o®wp•p'1©•©`" �©,O•©w©.Oj HV BLADE OR I HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL p•pw®•®wp,pw©.®A 11. t?ONNE ON ETAIL© w©•® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' `T1 ;••`V E,y••n, A/ 7� .2017 S TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC.BERTHA HVTM * M L E C O A.S.S■14. Accordion Shutter System H.V. BODE#1 W/OR W/O H.V.WINDOW BADE TILLI7 TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAM 6Y: LC. ��q••,F �� 6355 N.'0.JSM 5L.Sta.305.VIRG�GARODS,FLORUA 3316 Association, Inc. I OLD 15-086 7 27 1 DATE: 07 27 17 / / / / ��� F6ane;(}05)871-15it .Fex:(]05)871-15}1 t Pal W Beach. Drive TONAL VN,ol 1 e-T E�TOOD6719 xcT West Palm Beach, FL 33407 } DRAWING No ,r1 SYALTER A.TIWT Jr.P.E. 4 �—107 J'////////•, FLORVA U..®44167 P.E. SEAL/SIGNATURE/DATE 5 SHEET 6 10 OF 20 SCHEDULE ##1 SCHEDULE #12 SCHEDULE3 MAXIMUM SHUTTER SPAN* "L+" OR "L—' MAXIMUM SHUTTER SPAN* "L+" SHU TTER UTTER SPANS"L+" (ft-). FOR INSTALLATIONS W/ S M AL OR -L-" (ft.) FOR R "LUM SH(ft INSTALLATIONS INSTALLATION ND ' NOTES CENTERMATES. ® & or or INSTALLATIONS W/ P W A C CONCRETE &W/ ONE H.V. LOCK Or ® or or CENTERMATE 1 & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN HG LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or ®or & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. CENTERMAT® 28® 29 W/ ONE Vf/ NO LOCKING RODS @ - OR W/ NO LOCKING L—: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE WALL A, B, C, 0, E, M, N, 0, P, 0, A.S.D. DESIGN PRESSURE RATING. F©DS LOCK 30 W/TWO LONG (SEE NOTES i.1f) ODS MOUNTING F. K & L R. S. & V. RODS 35 TOP & BOTTOM iflSEE (VALID FOR MOUNTING I7 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR NMIFF,,��ppgg SHEET 7) FLOOR/CEILING G, H. 1, 11. J COtJCREiI-&tJ00 INSTAUATIONS d CONCRETE&WOOD MOUNTING T. U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: M.III:UUN ,ulcuwt kt e— CONCRETE & M A PRED.Ds>±J ,tea pFy¢, INSTALLATIONS nsn 0 GN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, pl�APC E WALL!(OUtJTItJG FLOOP./CEIUNG PRESS= WALL MOUNT!= PFE�E MOUNTING & FLOCK/CEILING MOJNnNG DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE. FLOG L GIVEN A I+ _t Ft/'EO.INC MOUNTING (OR-2 FLOOR/VIAL4 MOUNrWO NEGATIVE A.S.D. M SPAN DESIGN FROMSSCHEDULE.G•L t (ft) L-(ft) L I (ft) L-(tta L. (R) L-(tt) t t (I1) I L-(ft) 0 MAXIMUM SHUTTER SPAN 'L+°OR "L-'FOR 30 OR LESS 16'-0' 1 16'-0" 16'-0• 1 16'-O' 30 16'-0" 161-0" 30 16'-0' 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10" 14'-10" 15'-2' 16'-0" 35 4'-t0" fa'-10' 35 75'-2' 16'-ID' 105 psf.A.S.O. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND "L-". 40 13•-10" 1 13'-Ia. 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' 1' HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 72'-5' 12'-5" 12'-8" 73'-7' 50 12'-5" 12'-5' S0 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLCOR/CEIUNG MOUNTINGS: 55 ti'-70" 71'-10' 12'-l" 12'-T," 55 11'-10' it'-10- S5 IT' I" ll'-11• SHALL BE AS INDICATED ON MANDATORY CONDITION ¢2 FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 60 11'-4' 1 V-4• 11'-7" 12'-4° 60 1 i'-4" ,1'-4° 60 10'-2" 10'-11* NOTE#5,SHEET 5. RATING: 65 f0•-10' t0'-10' 11'-1" 11'-7Y 65 10'-t0" 10'-10' 65 9'-5" 10'-1' DETERMINE: 7G 10'-6' 10'-6' 10'-9' it'-5' 70 10•-fi' 10'-6- 70 8'-9" ' 9-4' Lt+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 75 10'-1' 10'-1' 10'-4- 11.-1• 75 10'-1' 10'-1' 75 - 8'-9' L2+- MAX.SPAN FOR FLOOR/CEIUNG MOUNTING '''t EXCEPT THAT I.AXIMUM SHUTTER INSTALLATIONS. 80 9-70" 9•-10' 10'-0" 10'-9' 80 9'-10" 9'-10" SPAN'L+"OR %-'AND MAXIMUM A.S.D. DESING E105 9'-6' 9•-6" 9'-9' 10'-5" 85 9'-6' 9'-6" PRESSURE RATING FOR INSTALlAT10JJS INTO CONCRETE FOP.A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: 9'-3' 9'-3' 9'-5' 10'-1' 90 9'-3' 9'-3' OR CONCRETE BLOCK SHALL BE UMITED AS FOLLOWS: DETERMINE: 9•-0" 8'-9' 9'-2" 9'-t0" 95 9•-0- 8'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING Li-- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 O_s.f. AND 8'-0' SPAN, SEE 8'-9' 8'-4' 9•-0" 9'-7° 100 8'-9" 8'-4" L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING(DON SHEET 7. 8'-7' 7'-1I' 8'-9' 9'-4' _ 105 8'-7' 7'-i l' INSTALLATIONS. B'-4' T-T B'-T 9'-2' 110 8'-4" T_7 FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 7' 8'-4" 115 6'-2• 7•-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN °L1+", "Lz+", 'Lt AND °L2-" 120 8'-0" 6'-11' 8'-2' 8-9 120 120 8'-0' fi'-I1' 125 7'-70' 6'-B' 8'-0' 8'-5• 125 7'-10 6'-8'• (4) GO TO ANCHOR.SCHEDULE WITH FINAL MWXIIAUM 130 7'-8" 6'-5" 7'-10' 8'-1' t30 7'-6' 6'-5' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 135 7'-7' 6'-2" 7'-9' 7-9" 135 7'-7- 6'-2" WIND ZONE MINIMUM SPACINPRESSUG. RATING TO DETERMINE MAXIMUM ANCHOR 140 7•-5" 5'-11' 7'-7' 7'-6- 140 T-5• 5'-„^ ASTM E-1996 SEPARATION 145 Y-3 5-9" 7'-5' Y-3" 445 7'-3' S'-9' TO GLASS 150 7'-2" 5'-7• 7'-4- 7'-0• 150 7'-2' S'-7' 155 7•-0• 5'-5' 7'-2' 6'-9• 155 7'-0• 5'-5" 1 THRU 3 1" 160 C-11" 5'-2" 7'-T" 6'-7" 160 6'-t7" 5'-2' 165 6'-10' S-1' 7'-O' 6'-4' 165 6'-10" 5•-l' 170 6'-9" 4'-11' 6'-11" 6'-2" 170 67-9" 4•711" 175 6'-7' i 4•-9" 6'-9' 6'-0' 775 6'-7° 4'-9° 180 6'- ' 4'- " 6•-8' , 5'710" 180 6'-6' 4'-8' O H V BLADE 185 6'-5" 4'-6 6'' -7' 5'-8' 185 6'-5' 4'-6" 190 61-4° 4'-5" 6'-6• 5'-6' 190 6'-4" 4'-5"-195 6•-3" 4'-3" 6'-5 5'-5' 195 6'-3' 4'-3' 200 6'-2- 4'-2" 6'-4' S'-3" 200 6'-2' 4•-2" LO5 6'-1' 4'-1" 6'-3' s'-i- 2o5 e•-1- .,M ' ''�.� FLORIM BUILDING CODE(Non High Velocity Hurricane Zone ;+��Q\•�;\r Cp;{'.,•T�s 02017 TIL7EC0,INC, (9)2017 EASTERN METAL SUPPLY, INC. a1 �V66..,lVVV�(-'•''•••cS0 BERTHA HVTM A.S.S.A. �-FL E C O �N�. Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V. WNDDW BLADE t '�•t ;i Q ; TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.N DESCRIPTION DATE ORNNTJ BY:MLMY. LG. (y M,A 6355 IJ.VI.36(h.St.,SW 305.NBGIA WR NOM FLOFim 331e Association, Inc. I OLD 15-085 7/27/I DATE: 07/27/17 1 Ph :(305)871-1530.F..:(305)871-1531 4268 Westroads Drive 2 (^�+A/Q�At �_`�\ LLl a-mall:UltecoCcol.com West Palm Beach, FL 33407 3 DRAWING No f5L �y �1 EB-0006719 1 7—1 O7 U 1�� 1YALTER A.TILUT Jr.P.E. 4 P.E. SEAL'/SfGNK6E/DATE FLORIDA Liq aa167 5 SHEET 6 11 OF 20 ®' �' '' mm®''�' •.• im' mmmm'mmmoLli7�mm :.ate,. .. m .. m�'�®'' �' 1''•' m 'm' ��� •. mmmDODODiumm • >ooDDmmmD000Da>,mmDiuo • pmmmo OD®000D000® ' mmm0000©o©m®m®m�onoommmv0000mmmonm$ommmEa�nvonnonoono �~EX®®OOD[��®m00pppmmm000 WE RIVAOOd ®®mOp E ED : Hppp ®�mmaDODOm®0"NOVERM 0mm00O �m®m0 0�00 m0 0�On mmmmm® mmODOD®OmIDOODDOmmIDmDDD ®IDmOmno mIDmD®®pppOOO®m0© �. mIDmDDD®O mmmQmDD®mIDODDOmm mIDmOD00�0IDf0DODDO DDODOOQO OIDIDD"MMOO®®mD : D®ntammm• pppppp0©0IDIL7E7ODii mm0ppOpOp000pp= p©p ' OIDIDDDDOOm®mDDDOmmmffl Oi nOmmDD=CRM II7FJD®Oni7ODOm®®D OmmDD®©O0m0D0OIDn0IDmMODEMS 93 ®L70=121 ®®OOOOO®mmmO IIlIDmODmnO m0 DD®Omm0DD0000mm0OL■OOmmO[�p[MOnDODOO O® mIDmDD©oESVA a"Donn mmDoo®mmmmOm�nmmmp®0000noDmHoo mmmDD©oo mmmDDOcl 1 IRIono®mmmDE�pQp0mmE7DIDn0oDooQp®o ®�mmDoonomIDm131131 mmDDDOnmmDeanovn D ®oosannnmmD©o mmDDvoommmDom ommmDODOnmimmDDolan�i�mimDOnnDODDOD®o mmmmomev0m®m000mO0®m0000OmOimmIMME SUnmmmm000Ounnn�©KI0 OIDmDm©QO IDmmDD®QO mIDmDDOQO mmOQnp pp��mmD®®von ooD®®®QO 0mQ7D©n0 0m0DD QnmmmDD®D® mmla"REpSppnp min ME 0®mflOmp�0m0mm�pOm®mOOdIllm mppp�®mmmmindME Mm®OO ®IDIDOIDp121M ®non0ID0DOnnn®movnnanOmmOnOnOoom©DOOM 0ID0m000O 0IDmDIDnnn mIDODOnnO nmm m mIDOO OQOnnnnn®mmD®Onn Di7DOpmMO mMMon IDD®n0OmID0D®nnOO®iE1Qm®®OnnnnOil®DnO nmlOmmmD>t7nQ0mID0DDO=111 Qnnl21=1Mn aQnQnQ IEIMMnO OIDIgD®nnOLLlmmD©QpOIF. 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SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.U.DESIGN NEGATNE PRESSURE RATING AND A CORRESPONDING MOUNIING TYPE FOR GONCRErE OR CONCRETF BLOCK INSWI AnOt (SEE MOUNTINGS E;G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRETE/CONLI�7E SOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.Vc-3 ksi) w m h (g)WALL SILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. (Min,t'c=3 taI) SPAN ANCHORS SPACING LFGENn - 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL Po-SCREW,BOLT&SPECIALTY COMPANY. (Min.CC 3 I¢i) (R) ILSR TIES@I RLR,MaE PRESSURE f+A10.'G( ,Dc�l hEGU;.E P�W72 RATING(p9) SD.DE9FN I FRFSSIIS RATC:G - 1/4"0 DLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.Yc 2 ksi) JO 40 60 75 90 12011601205 30 40 60 75 90 T20 160 20.5 30 40 60 75 90 120 160 205 N WITH DV - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY TAPCON WITH OR 14 12 10 g e 8 6 s.s 14 12 10 9 e 9 6 6 14 12 to 9 e e 6 6 THRMFORI,i TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIADOB,INC 3-O' 14 [2 10 9 B 8 6 6 14 T2 t0 9 B 8 6 6 14 12 10 9 B B 6 6 (Min.Fc-3 ksi) OR LETS t{ 12 10 9 B 8 8 E 14 12 10 9 B B 6 6 f4 12 10 9 8 B 6 5 ALL POINTS SOUD-SET T4 12 10 9 8 8 6 1 14 12 10 9 8 8 6 6 14 112 110 1 9 1 B 8 6 1 6 BLUE TAP W/CAP NOTES: 14 12r1O 9 8 7 SS 3.5 14 t2 t0 B e e e 6 t4 12 10 9 e B 6 5 TAPPER+ A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFCRM TECHNOLOGY ANCHORS AND TAPPER+ 4'-0" I4 f29 8 B B 6 74 12 10 9 8 e 6 6 14 12 10 9 B B 6 55 ANCHORS IS 1 3/4.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". t2 g e e 6 4 tq 72 10 9 e e 6 45 14 t2 10 9 e 643.5p2)MINIMUM ElABEDMENi OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7 B INTO THE POURED CONCRETE NO ELdBEOMENi f2 9 e 8 6 1.5 N i2 10 9 9 8 6 55 14 T2 10 9 e 8 6 4.5 INTO STUCCO SHALL DE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1 Z•LONG MINIMUM SHOULD STUCCO Xii 9 7.5 5,5 3.5 - 14 T2 t0 9 B e 6 5 14 12 10 9 B 7 55 4 •SEE U•f1AXFS CF USE FOR /9 e 8 6 6 14 t2 tD 4 e e 6 55 14 72 t 9 B e 6 45 61A04-1SEXIST•AND 1"MINIMUM FOR WALLS WITH NO STUCCO. -0• 9 e 7 4 - 74 t2 10 9 B 65 5 3S 14 12 10 8 6.5 5 J.5 3A3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXSTING WALL OR FLOOR, 9 e 7S 45 - 14 12 t0 9 e 8 6 45 74 12 l0 9 e s 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.PCHORAGE SHALL BE AS INDICATED ON 14 t2 9.5 7.5 B.5 4.5 - - f4 72 70 9 e 7S 5S 4 14 72 t0 9 B 6 4.S 35 NOTES A7)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS VAT"OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR E O• i4 12 t0 9 e e 6 - 14 t2 tG 9 e s 6 5 t4 12 tD a B 6.5 5 3.5 INSTALLATION INTO EIFS Yin METAL STUDS SEE SHEET 20. 14 12 110 1 9 17.5 5.5 3 - 14 7 2 10 a.5 7 5.5 1 3 to 112 8 G.5 55 4 3 14 112 110 1 9 1 e 6 - - 14 72 tD 9 8 65 5 3.75 to 12 (9) TO EXISTING CONCRETE BLOCK:(FSTM C-90) l4 12 B 165 3 - - i4 12 10 9 e 65 a5 JS 74 12 10 e 7 5 3.5 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. T-0• is to t0 g e e - - 14 12 10 9 B 7 5 4 14 t2 10 g 7.3 5.5 4 3 - 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 12 TO a 6.5 4 - - I4 72 9 7,51 6 14Z 13.S I- 14 10.5 7 5.5 4.5 3.5 - - - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP A5 MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 14 112 110 18.517 a - - 14 12 TO 9 17.5 5.51 4 1- 14 12 9 7 7.5 45 - - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 14 11 7 55 4.5 - - - to 12 110 9 17Z 55 1 a 1- to 12 g 7 6 4.5 3 - COMPANY OR ANY OTHER APPROWD LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AME:ICAN SHUTTER SYSTEMS ASSOCWnON,INC. $.-0• T4 12 10 9 8 14 12 10 9 a 6 4 - 14 12 10 8 6.S 5 3.5 - NOTES: to 12 eS . S. 3 - - 14 t2 a 8.5 55 s 3 - 25 9S 6 5 a 3 - = 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4•AND 7APCON i4 @ 95 75 6 - - - to t2 g5 a 6s 5 - - u 12 e 6 6S 4 - _ WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1 73 9S 65 5 3S - - - 14 12 10 B 65 5 - 14 12 B 6.5 5 4 9._0. 14 12 l0 9 8 - - - 14 t2. 10 9 75 4.S - - 74 I2 8.5 7 3.5 8.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO t4 /tS 7.S 6 1 - - - 14 n 7 55 S 35 - - tt a 5.5 14.5 3S - - - 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 t2 8 65 4,5 - - - 14 12 8.5 7 5.5 4 - - 14 10.5 7 S.5 6 4.5 - - EXIST,AND 1'MINMUM FOR WALLS WITH NO STUCCO. 15 a5 5.5 4 - - - - 14 12 9 7 6 4.5 - 14 11 7 5.5 4.5 3.S 14 12 10 9 7.5 - - - 14 12 10 8 6.5 5 - - 14 12 B 6 5 a - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, T4 105 7 5 3.5 - - - 13 9.5 &5 5 4 3 - - 10 7.5 5 4 7 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 17 7S SS - - - - 14 1.5 9 6 5 4 - - 25 9.5 6 5 4 NOTES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS EN'GWEER [0.5 8 5 - - - - - 14 t2 B 6.5 55 4 - - 13 10 65 5 4 3 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 11 I2 70 - - - - - 14 12 9 7 6 /.5 - - 14 105 1 SS 15 3.5 - 125 95 5 - - - - - 12 9 6 45 4 3 - - 9 7 45 3.5 3 - - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER- 14 10 7 - - - - - 14 105 7 5.5 4.5 - - 11.5&5 5.5 4.5 3.75 - 95 7 1.5 - - - - - 11 iTS 7.5 6 5 - - - 12 9 6 4.5 { - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(U.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12'-0' t4 T2 10 - - - - - 14 12 8 6.5 5S - - - 73 t0 65 5 4 - - - EDGE DISTANT'F VERS cPAGIN S H DUL FOR AN HORS 115 85 4.5 - - - - - f3 B SS 4 J.5 - - - 8 6 4 3 - - _ _ MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 1.3.519.516 - - - - - 13 9.5 6.5 5 tO1 BY MULTIFLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOt'ANC FACTORS.- - - - - to I05 7 5.5 4.5 - - - 11 8,5 55 4.5 3.5 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS D.r M9L7AUM SPACING INDICATED FOR EACH ANCHOR TYPE 73•-0' 14 12 - - - - - - 14 115 7.5 6 5 - - - 12 9 6 4.5 4 - - - FACTOR 10 7.5 5 4 3 - - - 7.5 s.5 4 3 - - - - ACTUAL TAPCON WITH ADVANCED a ss - - - - - - t2 s e 4.5 4 - - - gs 7 s 4 - - - _ EDGE TAPCON THREADFORM TECHNOLOGY �-POINT SCUD SET BLUE TAP W/CAP TAPPER + 8 6 - - I- - - - iJ 95 &S 5 - - -r-_- 0.5 8.5 5 4 - - - - FIV BLADE OR DILTANCE MIN.SPACING 14•-0' 1s t2 - - - - - - 14 105 7 SS - - - It e.5 55 4.5 - - - - `' E.D. MIN.SPACING 3" MIN.SPACING=3' MIN.SPACING-3 1/2' MIN. SPACING-3" 3 3/4' 4' to FT-5 78 - - - _ - - 9I B SS 45 - - - 9 85 4.5 ' _ _ _ _ Y BLADE W POCONCRETE BLOCK& ;RRfD BETE CO`1Q3'lE[0.00( P COOI NCRECONCRETE TE BLOCK POURED CCONCRETE ONCRETE BLOCK F'atro iTE�AEIE BDac FIV WINlOL ED. 3 t MR.CO.•2 1/2' POLE COI 1 7.5 - - - - - - - 12 9 6 - - - - DOW A^!E0.=3• �' 9.5 7 45 - - - - - !@1 E0..3 1 MN.E0..3' /Y 1911 FA•21/2' 15'-0"14 - - - - - - - flo _ _ BLADE WORKING 3• 1.o D.so 1.0 o.7e 1.0 o.B4 1.0 9 - - - - - - - - - - 6,5 5 5 - - - - - IN UNISON 2 1/2• - 0.81 1.0 - 0.67 1.0 t0 - - _ _ _ _ - - - - - - 65 fi 4 _ _ _ _ 2• - 0.71 - 0.51 7 - - - - - - - - - - - - 9 6.5 4.5 - - - - 1 3/4' - 0.91 _ t4 - - - - - - - - - - - - 10 7.5 5 043 16'-0" e _ - _ _ _ 0.35 - - 0.35 95 _ _ _ _ _ B 6 1 -T!- _ _ FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone ,1,1Fp�-�� ,,,• �!,[•j; 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. VicFNs`c � BERTHA HVTM o. 110 E C O INC. A Accordion Shutter System ■�■�■�■ H.Y. BLADE#1 W/OR W/O H.V. WINDOW BLADE ' American Shutter System TILLIT TESTING & ENGINEERING COMPANY Y EV.Nc DESCRIPTION GATE ORA:vN BY. Lc. o` TA�0 6 55 MAY.361.h.St,Ste.305.VIRGNu GARDENS,FLCRIDA 331SE Association, Inc. 1 OLD 15-OBS 7/27/17 DATE: 07/27/17 C1----.-�6: Ph.ne:(305)87I-1530.Fvx:(305)871-1531 4268 Westroads Drive 2 �t^s1('t'•,Oygipp .:'��, 1t o-naa:tltecoCool.com West Palm Beach, FL 33407 3 DRAWING No WALTER A aR TILLES- 1 Jr.P.E. a 1 7-1 Q7 P.E.SF�+L E/DATE FLORIDA Ue.#44167 5 SHEET 6 13 OF 20 MAXIMUM ANCHOR- SPACING (jII) SrlaED u F FOR A GIVEN MAX SHUTTER SPAN A.S,D DESIGN_NEGATIVE PRESSURE RATING AND A CORRESPONDIN MOUNTING TYPE FOR CONCgErE OR CONCRETE B O-g INSTALLATIONS (SEE MOUNTINGS I,J.K&L 0..4 SHEET 7) POURED CONCRETE POURED CONCRETE CONCRETE BLOCK 1 wAuc owT& U TITINCH ANCHORS SPACING LEGEND MANIIIUY ,,�� JQ RAINGUARD MOUNTING OWALL/FLOOR MOUNTING ©WALL/VIALK OVER MOUNTING SPAN O.IRS9t MCIVE P�R1116L(Ts}ASO.DMI MD=@ E PRSIi¢R11C:G TIMM RMArF_PnSRU RATING ASO PE5W RECp K MSSIRc BATS(py TAPCON OR (a) TAPCON WITH ADVANCED JO 40 60 75 90 120 t60 T05 30 40 60 75 90 120 760 2O5 70 40 60 75 40 120 16D 205 30 411 6p 7S 90 1z0 160 205 THREADFORM TECHNOLOGY 14 12 f0 9 8 e 6 6 12 12 12 12 iZ 1.5 BS 65 7 ] 1 7 7 7 7 7 5.5 5 5 5 5 5 5 S 5 ALL POINTS SOLID-SEE X-0" 14 12 10 9 8 e 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R LESS 14 12 10 9 8 e 6 6 12 12 12 T2 OS e 6 45 7 7 7 7 7 7 7 6,5 5 5 5 5 5 S 5 5 BLUE TAP I4 12 to s e e 6 s 72 It2 t2 12 tz to 7.5 6 7 7 7 7 7 7 7 7 g 5 5 5 S 5 5 5 TAPPER+ 14 12 10 9 8 8 6 6 t2 /2[12 t2 1.5 8.5 tL5 5 7 7 7 7 7 7 5.5 4 g 5 5 5 5 5 5 4. 4•_O" 14 12 10 $98 $11 12 12 95 7 SS 7 J 7 7 7 ] 77 5. 5 S 5 5 5 5 5 1{ I2 106 I2 12 958 {.5 35 7 7 7 7 7 7 As S 5 5 5 5 5 5 5 5 14 12 10 6 I2 i2 12 10 7,5 i5 4 7 7 7 7 7 7 7 5.5 5 5 5 S 5 5 5 5 14 12 f0 6 12 12 It 9 7 5 4 77 7 7 7 gS 4 3 5 5 5 5 5 5 4 3 8-O" 14 12 t0 6 t2 12 12 10 75 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 14 12 10 6 12 112 75 6 4.5 35 - 7 7 1 7 7 7 5 3.5 5 5 5 5 5 S 5 4 t{ 12 10 6 t2 12 95 8 6 4S - 7 5 5 5 S 5 5 4 * SEE AfICHOR 11 12 10 S e B 6 6 12 12 II.S 9 7S 5.5 4 J 7 7 7 7 7 4.5 3.5 - g 5 S 9 5 45 1.5 - SPECIFICATIONS 6•-0" 1{ 12 10 9 8 B 6 6 12 12 12 10 6 6 4.5 35 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 t2 10 9 8 e 6 6 12 12 8 6 5 4 7 - 7 7 7 7 7 55 4 - S 9 5 5 5 5 4 J 14 12 f0 9 e 8 6 6 12 12 10 8 &S S .73 - 7 7 7 7 7 6 a.5 - 5 5 5 5 5 5 4.5 - 14 12 10 9 8 6 6 6 12 12 10 8 6.5 5 35 - 7 J 7 65 5,5 4 5 S 5 9 5 4 3 7,-0• i4 12 f0 B B B 6 6 12 12 12 85 7 S 4 3 7 7 ] 7 7 7 7 6 5 5 5 S S 5 5 3 14 12 10 9 e 8 6 6 12 10 6.5 5 -5 3 - - T 7 7 7 6.3 5 3 5 S 5 5 S 5 3.5 J 14 12 1D 9 s e 6 6 1z I12 as 7 ss 4 - - 7 T 7 7 T 5 - - s s s s 5 s 4 - 0 VALID ONLY FOP, UP TO +70, -75 to 1z l0 9 e a 6 - tz tz es 7 5s 4 3 - 7 1 7 7 ss 4s 3 - - s PSF A,S.D DESIGN PRESSURE 8,_0. a 12 10 9 s e 6 - t2 Ifz ros Js 6 as 35 - 7 7 7 7 7 7 7 a 5 s 5 5 s- s s s RATING & FOR SPANS PER 14 t2 10 9 8 8 6 - T2 9 6 4S 4 3 - - 7 7 7 7 5.5 4 - - 5 5 S 5 5 4 3 14 t2 10 9 8 ,I 6 - 12 11 7s 6 5 75 - - 7 7 7 7.5 6 4.5 s 45 ^ _ SCHEDULE #3, SHEET 11 14 12 10 9 8 8 - - 12 11.5 7.5 6 5 JS - - 7 7 6S 5 4 5 5 5 5 { J 14 12 10 9 6 8 - - 12 12 9S 65 SS 4 3 - 7 7 7 1 7 7 6 3 5 5 5 S S g 5 g f4 12 f0 9 8 e 5 5 5 5 { 3 14 12 10 9 B 8 - - 12 10 6S 5 a5 - - - 7 7 7 &5 55 - 5 5 S 5 5 4 14 12 10 5 S 4.5 J.5 - 70'-0"1! 12 10 9 8 8 - - L2 111 65 6 S 3.5 - 7 7 5 S 5 4.5 - 95 7 4.5 3.5 3 - - - 7 7 7 g,5 4.3 - 5 5 5 5 4.5 J.5 74 12 10 9 It 8 - - 12 9 6 5 s - - - 7 1 7 7 6 5 5 9 q 0.1 5 14 12 10 9 8 8 - - 12 9S 6 5 4 3 - - 7 7 5 4 3 - I- 5 5 5 *4 -1 V-O"14 12 10 9 e 8 - - 12 10 7 55 45 35 - - 7 7 J 7 J 7 J5 - 5 S S 5 4 14 12 f0 9 e 8 - - 85 8.5 4 3.5 3 - - - 7 7 fi 5 4 - - - S 5 S 1412 1D 9 8 0 - - 1118 5.5 { _ _ _ _ 7 7 755q.5 _ _ _ g 5 5 HV BLADE ONLY 4 1210981i5 55 45 73 - - - 7 7 45 3.5 - - - - 5 5 1.5 12,-0"14 12 10 9 8 - - - 12 9.3 6.5 5 4 3 - - 7 7 7 7 7 6 3 *54.1 5 5 5 4,5 3S 14 t2 1 0 9 8 - - - e 6 4 3 - - - - 7 7 i5 4S 3.5 - 4.5 4 3 14 12 10 9 8 - - - 10 7.5 5 4 - S 4 - _ 14 12 10 9 8 - - - O5 8 5 4 3.5 - - - 7 6S 45 3S - 35 J14 12 f0 9 8 - - - .t.S 8.5 6 45 35 3 - - 7 7 7 7 7 4.5 - 5 5 5 ♦.5 }5 14 12 10 9 8 - - - 7 i5S 3S J - - - - 7 T 5 q 3 5 5 5 4 3 14 12 10 9 8 - - - 9 f 7 45 .75 - - - - 7 7 5.5 4.5 - 5 5 5 4.5 4 14 12 10 9 - - - - TO 7S 5 4 3 - 7 6 4 3 - - - 5 5 4 3 - - - 14,-0' 14 12 10 9 - - - - 05 a 5.5 4 3.5 - - - 7 7 7 7 7 4 5 5 5 5 5 5 4 3 14 12 t0 9 - - - - GS 5 3 - - - _7 7 5 3.5 - - - 5 5 5 d 14 12 10 9 - - - _ s5 6.5 4 - - - - - 7 7 S 4 _ _ _ 5 5 5- 4 - _ _ 14 12 10 - - - - - 9 7 4s 35 3 - - - 7 5.5 3S - - - - - 5 5 3.5 3 - - - - 15•-0"14 /2 10 - - - - - 10 7.5 5 4 3 - - - 7 7 7 7 7 JS - 5 5 g 5 5 5 4 3 14 12 10 - - - - - 6 145 J - - - - - 7 7 45 3 S S 4S 31 i{ 12 10 4 - - - - - 7 7 g - - - - 5 5 5 4 - - l4 ti f0 - - - - - &5 6.5 4 3.5 - - - - 7 5.5 3S - S 5 7.5 18•-0" 14 12 45 7 4.5 35 3 - - - 7 7 7 7 6 3 5 5 14 12 10 4.5 J - - - - - 7 6.5 4 5 5 { 15 - IL 12 10 - - - pp7.1,e71! FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 511T��r�..••• is 152017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. V\c 'vS RTHA HVTM A.S.S.A. M E C O Accordion Shutter System H.V. BLADE#1 W/OR W/o H.V. WINDOW MA E ' TILLIT TESTING & ENGINEERING COMPANY AmeTiC0t1 Shutter Systems'a :• (7/ Y EV.N DESCRIPTION DATE ORK.-F 6Y: LC. 6355 NAY.351h.SL,Ste.705,MM"CA5o015,rLCR19a}31e Association, Inc. I OLD 15-085 7/27/i DAT>=• 07/27/17 n Phony:(JD5)871-1530.Fax:(305)S71-1531 4268 Westroods Drive 2 DRAWING No EB-^ •. j •• t. West Palm Beoch, FL 33407 3 tJ .....•••• >��`',DAA a-moll: 0006Ooo'.eom -7 s��NAL �,It'' WALTER AOTIWT1Jr,P.E. 4 1 /-1 O7 P.E. S�AC�3tGNAfURE/DATE FLORIDA u�g 44167 5 SHEET 6 14 OF 20 MAXIMUM A.S,D DESIGN PRESSURE RATING (o_ f) AND QORRESPONDINI,MAXIMUM ANCHOR PA INr (�) SCHEDULE r FOR e GIVEN MAX. SHUTTER SPAN, NEGATIVE A.S.D. D SIG,N PRES R RATIN AND A ORR SPONDING A!0 11vTN. TYP (SEE MOUNTINGS ON SHEETS 16&17). � LJ B ZE3-T- FZATE SOUTHERN PINE No. 2 VI/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN PINE No, SPRUCE PINE SPRUCEPINE [WALL 2" MIN. COX 2 W//MIN.G=0.55, FIR NORTH DOUGLAS FIR v!/ MIN. G=0.50 %V/ MIN. G=0.43 W/ MIN. G=0,36 PLYWOOD DOUGIAS FIR Y7/ FIR SOUTH M416'n11' MIN. G=0.50 W/ MIN. G=0.43 W MIN. G=0.36 sP"N(11) WALL MOUNTINGS CEILING MOUNT T CEILING MOUNT T CEILING MOUNT T FLOOR MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS M, N, 0 & R M. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS MOUNTINGS B.O. 1YALL IOUNTINGS B.O. WALL MOUNTINGS 8.0. 1vALL MOUNnNGS W & X W& X W & X P & p S &V S &VS&V S0OO=1=.J:M3MRR4(y7J BS L h1=rfMLI E44�L(g �1 AYA*d R314Fi SLLY fw kw"l wFSAFE Rom(Etl BS3v N4!'.T.msm Lrr,w) oE47i RD]hc R�,q uns(Pll rw.nm IUASS nma F=(LA 30 40 60 75 90 OS 30 40 60 75 90 OS 30 <0 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS '-0"OR LESS 12 10 10 9 8 8 5 6 6 6 6 6 12 10 10 9 8 6 6 6 6 6 Is 6 12 10 10 9 8 is 6 6 6 6 6 6 6 15 4 14 14 13 12 12 12 112 112 112 12 12 12 17 12 12 12 /0 10 9 8 6 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 8 6 6 6 6 6 6 5 4 4 4 3 12 12 l2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'-0' 12 10 10 9 8 b 6 6 6 6 6 5.5 12 10 10 9 8 8 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 -2 12 12 12 12 12 12 12 12 I2 12 12 12 0.5 6'-0' 12 10 10 9 B 65 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 S 5 3.5 12 10 10 9 8 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-D' 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 5 6 5 t a 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 6 - - 12 12 12 12 12 12 12 12 12 10 12 12 12 O.5 8.5 7.5 72 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3,5 - 6 6 5 .5 I3.5 3 12 70 10 4 - - 6 6 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 11 95 12 12 15 9 75 6.5 9'-0' 12 70 70 5 35 - 6 6 SS 5 3.5 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - - 8 6 45 4 3 3 6 5 35 12 12 12 D. 12 12 12 1. 9.5 8.5 12 12 70 8 BS 5.5 10'-0" 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 40.513 - 72 10 3 - - - 6 6 4 .5 3 - 6 5 - - - - 12 12 12 12 1.5 9.5 12 12 12 10, 8.5 7.5 T2 12 9 7 8 5 T1'-0" 12 10 5.5 - - - 6 6 4.5- - - 12 10 4.5- - - 6 5.5 3.5- I - 1M-1 - 14*-0" - 6 5.5 4 - - - 6 5 - - - - 12 12 12 12 1D 8,5 12 12 12 9.5 8 7 12 12 8 6.5 12'-0" 12 10 4.5 - - - 6 6 4 - - - 12 10 3.5- - - 6 5 3.5- - - fi 5 3.5- - 12 12 12 7,5 9.5 8 12 12 11 8.5 7 6 12 15 75 6 5 13'-0� 12 10 - - - - 6 6 - - - - 12 10 - - - - 6 45 - - - - 6 4.5 - - - - 6 4.5 - - - - 12 12 12 10. 8.5 7.5 12 12 10 8 15'-0" 12 /0 - - - - 6 SS - - - - 12 7 - - - - 5 45 - - - - .5 4,5 - - - - - - 12 12 12 95 8 TS'-0' 12 - - - - - 6 - - _ _ _ 12 _ _ _ _ 5 - 2 12 11 9 7.5 12 - - - - - 6 - - _ _ _ 12 _ - - - I- - 5 _ 8 1b.b 1 5 1 3 111.518.5 15.5 14.513.5 HV BLADE OR n HV BLADE W/ IN HV WINDOW BLADE WORKING IN UNISON* •SEE LI-EAMOIS Of USE FOR SLAM(JII 011 SMELT 19 +NOTES ON ANCHORS REQUIREMENTS, WOOD SUBSTRATES 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SMALL.BE AS FOLLOWS; 3,SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-0.55(N.D.S) -1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/0-0.50(N.D.S.) EACH SECNON ON SHEETS 16&17_ -SPRUCE PINE FIR NORTH W/G=0.43(N.D.S.) EXCEPOO'L SEE NOTE 2 BELON. -SPRUCE PINE FIR SOUTH W/G-0.36(N.D.S.) 2.ANCHORS TO HOLLOW CENNG SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN. 1/2'COX PLYWOOD(1986 APA) LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �1r rAl,•' 02017 71LTECO,INC. ©2017 EASTERN METAL SUPPLY,INC. V C'Vs�;',•,�,p BERTHA HVTM 1 L E C O �. A,S.S.AA. Accordion Shutter System H,V. BLADE#1 W/OR W/o H,V. WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.N DESCRIPTION DATE DRAWN BY: LG SSOCIOtiOn, Inc. 1 OLD 15-085 7/27/1 OATS: 07/27/17 0 �t uTss N.W.Nw.36m.SL,sro.3os,WRiSNw wRDUs.FLDRTw 3n6 >% Phone:(305)871-1530.Fo.:(305)871-1531 4268 Westroods Drive 2 sEi (t( a-moE;e 000 71�ol.com West Palm Beach, FL 33407 3 DRAWING No 4ALTEfl A 006RJr.P.E. 4 7- Q7 P.E. SEl11 1 iVA1URE/DATE FLORIDA Lie. (44167 5 SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV fA HV♦ BLADES AS APPLICABLE WALL FlMSH MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD -WITH V BLADE 1 ONLY SHALL BE LIMITED TO 105.0 120. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & 1/4'11 TAPCON CR TAPCON l'JITH ADVANCED A.S.D. DESIGN PRESSOR RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON iHREADFORM TECHPOLOGY II 1/4 0 TAPCON OR W/1 1/2'Mn,PENETRATION ^. I I .I TAPCON WITH ADVANCED THR ' OF THREADED AREA TO Y/ �"';,� I E THREADED TECHNOLOGY I YJ/ 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING !(I it IXLS'TIt1G'AT]OD HERDER r r I (SEE SCHEDULE 0:1 SHEET 15) I II WOOD HEADER.(SEE SCHEDULE ON SHEET 15) p MIN. �(� I 1 OR � 1/4'o-20x3/4'S.S.MACHINE SCHEDULE ON SHEEP i 1 1�7 R 18 � SCREtIS 1Y/ 1/4•-20 NUTS �'—11 FOR BLADE OAA'7 I I Y IVy' ® 12'O.C. ( ON SHEET 19 FOR r z i EXISTING t DES(D&(g) ! � cuss-4..,�. 1 OR 15 r E WALLS L: .) OPTIONAL �E(STING MIN. I {I WPLL 'II p: I/ '•` !f 2'x4"WOOD I' yFlNISH "'i I HEADER REQUIRED 1 OR (R* - 1 —EXISTING MIN, pl I DR 2"x4'1'JOOD EXISTING I M,N SEPOPATIOV I ') HEADER REQUIRED ! j f' t I ^ i 4'0 TAPCON OR TAPCON WITH ADVANCED 1 i t' I'_ T GLASS--{ TO Q!5$(SEE - 1 I 1 � i'I rl tl �11.; 1 l ;. —THREADFORM TECHNOLOGY WI 1 1/2" L—Sa Efl E gEET MIN. SEPARATION TO GLASS (1 ` 111 1 Min.PENETRATION OF THREADED AREA TO 11 FCR&ODE OAND EXISTING (SEE SCHEDULE ON SHEET 11) I''I ''I EXISTING 1'l000 HEADER, 1 ON SHEET 19 FOR GLASS—( I f 1` 11t t '" I '.I (SEE SCHEDULE ON SHEET 15) @ODES m&� 1 I_.,�11 Ili ll,�l� I it E - �,I - -2'x4'CONT. SILL PLATE REO'D. OM IN WALL HEADER INSTALLATION OHV WALL HEADER INSTALL eT10N OOHV WALL SILL INSTALLATION EXIsnNc MIN. SEPARATION TO GLASS I I 1 � LAIN.SEPARATION TO GLAS ' 2k4'C 9 MIN.SEPARATION TO GLASS 1 +1 EXISTING (SEE SCHEDULE ON SHEET 11) .II I l'J IXISTING B--(SEE SCHEDULE ON SHEET 11) lYOO,PLATE (SEE SCHEDULE ON SHEET 11) [; •,y x GLASS--i rxG REO'D. 11 q f'� [ i I 8 I 'II I •LJ",• (— �11/4"0-20x3/4'S.S. I ' MACHINE SCREWS \ WALL i I MACHINE SCREWS 1Y/ !II [ 1 USING 1/4--20 NUTS I t;l T{i I 11/4--20 NUTS® 12' 8 12"O.C. FINISH ! i .%" II� O.C. I I I I, 1\%� I. " II "a I 17 OR ! ` i oR 18 ;I �' I i 1 OR '.7.. V I l I 11 2-z4"COttT. t'' I i ® qI E I WOODPLA 4 I� I { 'I TE 1 I. ;Ir REO'D t C R I 1 \ I � ' 1/4'0 TAPCON OR TAPCON YIITH ADVANCED 11 ;1 I I THRFAOFORO TECHNOLOGY'1 - I OEA W 1 '1 r / 1 2' 1/4'6 TAPCON OR TAPCON WITH ADVANCED f �: � 1,;'� I 2 xa'CONT, I.( _/ L 1 Mm.PENETRATION OF THREADED AREA TO THRFADFORM TECHNOLOGY W 1 2" 1 4.0 TAPCON OR SILL PLATE I I / / - / NO7Ee t, t REO'D. ,I \ EXISTING WOOD HEADER, Min.PENETRATION OF iHREACED ARE4 INTO PL1V10QD •I TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL I t §� (SEE SCHEDULE ON SHEET 15) "•�'1 �'L'- ',zrw (SEE SCHEDULE ON SHEET 15) ` 1/2-MIN.CD� THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. !tI '—WALL FINISH 1 'd STUDEXISTING MIN,2'xa' PLriYOGQ REO'D. YJ/ 1/2"Afin.PENETRATION OF 2-MOUNTING SEC IONS CAN BE _--'1'�L 1 1/2"KIN.COX PLYWOOD REO'D. STUDS® 16'O.C.MAX.\j WALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO�EXJSTREO'D. D T O0T TO N (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION.PLYWOOD NG 1TO' EAT SPUDS D 16'O.C,MAX.REO'0. ATTACHED TO STUDS IN ®NV WALL SILL INSTALLATION PLY/000 TO BE ATTACHED TO SiUGS IN ACCORDANCE ACCORDWWCE Y/17H 1YLTH SECTION 2308 GF THE F.B.C. SECTION 2308 OF THE ©HV WALL SILL INSTALLATION ♦SEE UM,QATIONS OF US,E OF ' ©HV WALL SILL OF F•&G B1ADE t ON SHEET 19 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone tR A. 02017 TILTECO,INC. ,FtT ....... ,��G/A"� ®2017 EASTERN METAL SUPPLY, INC. a BERTHA HVTM �N�. , Accordion Shutter System ZIM-ETo ITV. BADE#1 W/OR W/0 HN,WINDOW MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems !_ EV.N DESCRIP1I011 DATE DRAWN BY: LC. •• �F' ' 6355 N.W.361,,.St..Ste.305.YIRGIIM GARDENS,FLOROA 3318 ASSCCICt10n. Inc. 1 OLD 15-085 07/27/I DATE: 07/27/17 j '{��• PDone:(JOS)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 ,ORID�:•'`Q, ,ti o 61:Flt...Ow.eam West Palm Beach, FL 33407 s DRAWING No ".. ....... r�\411Te WALTER A000U19r.P.E. 4 V�3/ FLORIDA U..1 44167 SHEET 1 07 P.E�$EA [ DATE 5 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & HV#_ BLADES AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY /-['/ALL FINISH SHALL BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX A 1/4-0 TAPCON OR SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & Al NlORKIPIG IN UNISON t/ -� '-,� "?:'✓ TAPCON WITH ADVANCED 4 x8 (Min.) EXISTING ,7-�i�-+-. Q EO 2•PAIN.-- � � r�� K:� THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. W/1 1/2'PAn.PENETRATION STRUCTURAL ADEQUACY �%/ �'� i --- EDGE (IF APPLICABLE) OF THREADED AREA TO 1/4'0-20x3/4"S.S. OF EXISTING WOOD BEAld /t, 1 I. PHILUPS TRUSS HEAD TO BE CERTGTED BY EXISRKG YIOOD HEADER. Min. MACHINE SCREWS REGSTEFiED ENGINEER OR /�- - i (SEE SCHEDULE ON SHEET 15) W/ 1/4"-20 NUTS \ f EXISTING WOOD j ARCHITECT PRIOR TO �Q--1=--Ep - I 12.O.C. SHUTER INSFALIATION. / d t I 1/2• -- 1/2-----..— TRUSSES OR RAFTER 024" O.C.REQUIRED OR 11.5 1/4"0 TAPCON OR �'— i TAPCON WITH ADVANCED 257" W/READF R Mi.. RATION , / // -- --_ �+• / _ / - _ EX SnNG SOFFIT OF THREADED AREA TO �EOM" gf<x3/4' O EO 3 4'Max.THK. -,; I 1 OPTIONAL ExISBNG 1'1GOD HEADER / S.M.S. , 1'x4'x1/8'CONT.ALUM.TUBE (6063-TEi ALLOY)1'1/ (SEE SCHEDULE ON SHEET 75) !/ Dr Q Or lrj®6'O.C. I r 1 Or 13 Dr 1$ (3)5/16'0 LAG SCREWS TO I EACH RAFTER OR TRUSS. Q LOCATE LAG SCREWS AT L EX$D1^:G P.MT 2'x4' I I E7 GLAISTII.G READER REO'D O I 1 MIOWIDTH OF Win.EXISTINGNO WOOD GLASS PAAl.SEPARATION TO GL SS I OPEN HOLE AT EACH MEMBER,(2'Win.NOMINAL I (SEE SCHEDULE ON SHEET 11) EXISTING I STUD TO ACCEPT WIDTH)Y1/2'Min. CLASS--I 5/16'0 LAG SCREV7 IiL'j' PENETRATION OF THREADED I 1 I AT CENTER OF TUBE ( Iil I AREA VALID FOR [ IIIJ)�Jj AREk INSTALLATIONS WITH 72psf OS HV WALL HEADER INSTALLATION I �A� MAX.A.S.D. DESIGN LOAD ANO 70 fV55(SET'. N EXISTING MN.2PMATIa+ I N 9'-O"MAX. SPAN.THIS SCI I ON SR:FT GLASS— To TaA59 SE II MR MADE JAW I SOfSD.E at sit INSTALLATION IS ONLY'MUD i VI SHMT 19 FOR OOR tt Fat t JA'm FOR WOOD W/MIN. SPECIFIC O&'E7 MI M. t9 Fat GRAVITY OF 0.50 AS DOUGLAS I SEE SHEET'<FOR TYPICAL SHURFA 0.55OdBlY -- I I 01AfASp&© I I ®� FIR OF SOUTHERN PINE No.3. 2-uo Nn:Ic S cTroNs crI coue[mn 1 OR 1 OR EQUAL. if:ANY WAY TO SUIT ANY WSRLLATION T)HV CEILING INSTALLATION - U IHV CEILING INSTALLATIO (' td11 SE.P<rzAIKRt � El: L PAN.SEPARATION TO GLASS I tt 0 �JAB I I 1 OR SEPARATION 51Ttnu E a+(SET ® I PAN- I I EXISTING (SEE SCHEDULE ON SHEET i 1) i 1 EXIC�SLD�NS I ON SHOT 19 FOR -I 70=0 GWSS- 1iI, 1 \I aLUdlF91 I(SEE SCHEDULE I I if I ON SHEET 11) I PULL- I LOCATION ALTERNATE- ANCHOR I I 3/e EISTIFI\75H \ NG HEX Ass 7 a R4 CI Max: WASHE HEAD TEK I I � ( 2'x6"PAIN.WOOD ;13O 2'x6'MIN, WOOD SCRESAi© 12"a.c DECK REOUIRED DECK REQUIRED(NO r (NO FINISH ( FINISH ALLOYED - _--- j ____- - - ALLOWED) a ? 1 19LE EDGE OF DECK-'�_ S 1J2• . 1•_ ..�.� - -EDGE �._- --_- _._-__ I / a IF APPLICABLE -- q_ E.0= — DECK IF -- EDGE OF DECK 1/4,"0-20x3/4"S.S. _ _ _ _ 0_'_- APPLICABLE IF APPLICABLE OF. PHILLIPS TRUSS HEAD - '`--s--J x 2 J Min. '--'2 )L2'x< COrTi :i4 TAPCON WITH ADVANCED MACHINE SCREWS THREAOFORM TECHNOLOGY ;Y/ I s'_ 1/4'0 TAPCON OR TAPCON WITH ADVANCED j S!L PLATE i \ / 20 NUTS THRE40FORM TECHNOLOGY W/ T 1/2"Lfin. 2"n11N.� 1 PEOp \ W/ 1 T/2"Min.PENETRATION a 12,O.C. 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2'MIN PENETRATION OF THREADED `{ \ OF THREADED AREA TO TECHNOLOGY V1/ 1 1/2'Min.PENETRATON OF THREADED AREA TO EXISTING READ HEADER EASDNG WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) (SEE (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15)ov ♦ SEE LIMB ,S�OF USE FOR HV WALL SILL INSTALLATION 6 T1 �T4 ,�9 0 HV FLOOR INSTALLATION X HV WALK—OVER IN TA I ATION ..... FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone OPP+I�A "••• •%� 02017 TXTECO,RIG. @ 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM L E C O �N�. Accordion Shutter System ■ ■ ■ ■ H.V. FAADE#1 W/OR W/o H.V. WNDOW BLADE American Shutter �'• (f� TILLIT TESTING & ENGINEERING COMPANY SystemsZEV.N DESCRIPTION DATE DRAWN bY: LC. off•••., / •(�• 055 N.W.761n.St..Stc.305,YIRCNA WRDENS,FLORM 33IM Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 (305)871-1530.Fax;(305)871-1531 4268 Westroads Drive 2 S/O'•A L'F��\��1,11 a-maF8 t�00067Q191 COT West Palm Beach, FL 33407 3 DRAWING No d1 1'IALTER A TILLIT Jr.P.E. < 1 7-1 0'7 P.E. SEQ§G"NATURE/DATE FLORIDA U..If 44167 5 SHEET 6 17 OF 20 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN WOOD STUDS 2w Y K000 STUDS REO11, 2'XX"Y�IL '\ '\ '\\ 2•,4"YW.MD00 N STUDS. I/.•9 UFCOV i /j, STUDS REO'O. (As APPITC�EGtT '` ` / WAIxxaR o s•ac I f . Pa�''(P MHut� , f, a�`' ;i . - , wOCn rSSMS. STUDS CR W%WEL / 1 I �1\ /\ I ^ (,As sxiCAM) I/2•PEUVRATC-1 E%ISf9M DIMS— P TOLrn rCo I/2'COx 1 S I,ro % T. CLASS EVSTIAG CUSS _ !Dld511 ECEO / I R STL•JO 1Cl'SPAPATAR "'7 112-IM CM ,+� /EO i TD Cum;(S.rt `1/2'YW.CIA, PLmKC0. ! ` \/ \I �/ t \ v " SXE w(s¢r ^•-----« wE sTn:.eua1 w1 ..6.Y1O! ' 9(DAM I Ftrr•TJCa 1/16'r]•Y1Y- 1 FO2 E1A9C w\O ro aA59(SEE ,/2•wn.cD% - . F5/¢SIDh'G� :J (E I�u1T16CLDa5Fa9 ��, 1/2'EOL COx w SYti.T 19 « `` 9]EIfUIE w SHEET "C". "T SO®tAE w�4ltT PtYADOO., T2JR5Ta.� 1 FOR RADEMAR 1/2 11 rrn O/IE 1 1"Y1:L FEE(LOCATE 1/2 WALL w SR2T 19 i'W mum I u aR1ER s�E ccl f9L5R ' aAOEsma iig ' a!s�I9 Fm _ OFO) .f i aFrts O)a Q1 OID,1/2•S31S. / •,R6,'R 2'YAY. CIS Qa /10.a1/2•S"s J TAW 19TCSdF2F1.F„/g•,p•_y 1•• CFd4T-io_A' ! I q o1 ,U S.Y�S zQOR� !`4 7--' acui.^,i ro +/ SEE OEI_x rc bOR 49� Du¢R me er.� J 1 OR�y /s1CT CTo NE U sn DECAL x FOR i OR�• SET of a x FOR q {� WE Ca_ecnav z-Q-Qe•pp-r 1D,•�3- SOE CO\T<ECigN t (3-©•p=6Q-yl•f- �.(].fij.e3.J ro TRxxs �.6 70-C��u•f�- To TECTCN &07 1101TI "'L4- o�yx-p•Cs.r��3. �•tRss.eg.:�.,p. t6•,. ©•70•f�-©•O•ie- ©•C�•f.-i•CJ• rc �>, ��++ O`•�-©•�•n- zs. .sus. -O•i�- �S�•f-rs•15,-n•�. Q•t�-�•'Ll-'L.L ^�q.'-{�. .bf•lJ- ®. - .�5:3 6 END CONNECTION DETAIL�� �'O O'f$'�'�-`0•!� AND CONNECTION DETAIL e 8) END CONNECTION DETAI 9 AND CONNErTIn_N DETAIL ;[ P USTLVC f—CEA:S •PEOtGgEp OIttY FW 5➢M4 CIA TER lwtl 17-0' 2•,S1UG5 RT➢'D. i F�b��aW;cCHOFS 1(4'e TMCO:!MLItORS-1 e1W1/2•S..LS E-6 'S L_ GLA5.�. MR7RAral O 12'O.C. W/PENTIRADa4 O II"Qa 1 0l SEY.iWg L(IL 55NUia1 11 TO ans \ \') / r ,' i I/2'" To a!Dr<7.T 4 SEE LIMITATIONS OF USE FOR 6a4711.E w 4(�fEF 11 FOR SALE DNAVO 4 I1 FOi FLCG�A.ml ! ;-A �r� w5IET19 OR �._ BLADE 1 ON SHEET 19 a ADtS(D 9 `- ' j/ \:J I aFaS yaT�1 J OR (-, i•erri:\f \ II�i c3j i �1 I 6'-Q-vL-1"l \ 2'xa'YW y— L � 11�DRt)3!CR CR� VI� 5%= M'D. tt_0.�5-J d3JSS- PIAN Y END CONNECTION DETAIL 1 DETAIL X END CONNECTION D TAI7 1Y FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ell y,�`•.......•••.• .IJ.^- 02017 TILTECO,INC. 02017 EASTERN lAEI 11 SUPPLY, INC. F•'•`��' BERTHA HVTM • IL ECO �H�. Accordion Shutter System A■S■S■A■ RV. BLADE#1 W/OR W/O H.V. WNWN BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter $y$tem5 EV.N OESCRIPTIOp DATE DRAWN BY: L.C. •. �/ 6356 11.W.361h.S!.•St..305,MGM GARDENS,FUC1UDA 3316 Association, Inc. I OLD 15-085 7/27/1'1 DATE: o7/z7/n _ P111 :(305)871-1530.FOX:(305)871-1531 4268 Westroads 0rtve 2 :+css'•••.p.•.••@•�'r_�•��',.�• e 61:E1leC*C=1com West Palm Beach, FL 33407 3 —DRAWING No 7 Al L•�"v. EB-0008719 7 I / l'LnLTER A 71LLIT Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Le.@ 44167 5 SHEET s 18 OF 20 GENERAL IMITATIOWS M _ D QQbIQ=NS.OF USE FOR BERTHA A 1 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110.-110 p.e.t. 2.LNIT.SNURER SPAN:96' 3.ALLOWED MOUNTINGS:A D.G&H ON SHEETS 6,7:AS WELL AS MOUNTINGS M,0,T,U&W ON SHEETS 16&17. 5 4 u 4 GRI�5j ONLY CENTERNATES(Q.2(71(BOTH w/ OR DARE ALLOWED WRH©1 � ✓- G ARRAtEO IN A SYM`EfE-Tf�l'CAL OR OPPO NG lA OUi.IN CASE OF OPPOSING YOUf, S. UST BE INCLUDED ONLY AT EXTERIOR ACCESS SIOE OF tJw�j CENTERNA E TYP.EA END • • ♦ • 5.(A)HV WINDOW BLADE 1A SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS 4 (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX.5 YANDOWS • • • • • c (B)MIN.CLEARANCE FRqk TOP OR BOTTOM EDGE OF HV WINDOW BLADE ALLOWED AT HV • t♦ OF ANY 3'0 HOLE FOR 4V SHALL BE 12'. WINDOW BLADE (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY HV Y BE • • ♦ ♦ ♦ ♦ WINDOW BLADE� (D)w WINDOW BLADE p MUST BE USED ALTERNATE TO A SCUD HV BADE 1Q THROUGHOUT SHUTTER'S WIDTH. I ♦ c • • • IS \ a '\ BLADE t AR EITHER ALL ALWAYS OF THEME INSTALLED ADJACENT TO A SOUD HV SEE END CONNECTION ' • • • ♦ • `� - , (F)POLYCAR80NATE HV WINDOW®SHALL BE INSTALLED�0 TABS FACE DETAILS ON SHEETS ♦ @ Q THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW MUST BE 10& 18 TYp. Bo �' ,' ,° ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, FULL HEIGHT. 1 3a INC. EN 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 2 z P P ' - BUILDINGS ON SHEET 15.AS UMTTED BY SPAN AND DESIGN LOAD(SEE NOTES g 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). UL I (SEE PLAN FOR REOUIRF.MENTS) e.MIA'LMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: D H 5 TYP TOP&BOTTOM � WAND ZONE MINIMUM SEPARATION TO GLASS NUMBED WIDTH _� t TMRU 3 1• ELEVATION NJi SERARAWA To GLASSE%STNG GIA55 T SCH'eOtAE G7 51T 17 Fai BVdk 4 _ ——— A�CN 11QS SHEET FCR ElFDES Q&•a P ,—� 01 . SYMMETRICAL CENTERMATES 27 +35: `, \�\ W/C2 CR IAND �i / Lance Ii W/. (SEt NOTE 4 ABOVE) PLAN— E- eP� I TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE t1Al SHUTTER* FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 111 ✓ 02017 TILTECO.INC, 02017 EASTERN METAL SUPPLY,INC. ma va;: ��GEIVSF BERTHA HM Accordion Shutter Sy stemILMcm oN . A S S A FLY �aDE#1 w/(OwKV.WINDOW MADE American Shutter Systems i .TILLIT TESTING & ENGINEERING COMPANY y N DESCRIPTIGH DATE ORaml By. Lc. P•'• F A333 N,W.38tp.St..Ste.JOS,NRGNA 6WDRS,FLGROA 331 Association, Inc. 1 n_ LnalnP.. �44 --& D 15-085 7/27/I DATE 07/27/17 Phone:(305)871-1530.Fan;(30.9)871-7337 4268 Westroads Drive 2 r�r� p'I�1 (� ,t' a-mar,DnaooUao6ccm West Palm Beach, FL 33407 3 DRAWINGN. U. WALTE EB-00 A. 671TI IT Jr.P.E. 4 1 7—1.T 0/ P.E. SEAL/SIGNATURE/DATE FLORID, Lo 44767 s SHEET 6 19 OF 20 ,, 1/2A 653GRADE 4 THICK INSTALLATIONS ASTIR 7.0.0 G VARIES WZ n HV BLADE & HV CENTERMATES l6n. 0 1ln.— 1ln.G-6°GAL 43b C83 1fi"O STEEL 2 uOK•! INTO METAL STUD WALLS * � : " Nr 2Voo�—o EF_TAL. .C,STUDS AT w L 40 41 WW --------- 1/2" / 38 c°� , * GENERAL LIMITATIONS AND CONDIT70NS OF S 3a t/4'o NOMINAL I L� Il f I ,a° OR BRTH _ ALUMINUM SLEEVE 3/4-x 6 1/4 x 0.035'THICK Min. 43c A1�HV BLADE ACCORDION SHLITTFR 6063-T5 ALLOY CO)R. -65 STEEL TRACK CHANNEL,;0 6.O.C. ®6'O.C.r% I I � - SYSTEM INSTALLATION TOMEN L STUD WALLS A511A A-653 GRADE 40 L1S.G-60 I _SEPARATION TO GLASS SCHEDULE 3.000- VI/(2)#6 FASTENED TO STUDS i , ' n/(zy 86x1/z'TEK xR�zrs ON I EXISTING FlN6M 3g ,1 z 1. MAX, A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) y C'M°x.RTTEPJO?,&EXTEF OR FACE ; as APPLICABLE �t 1 2• MAX. SHUTTER SPAN: 84" r-u/a qE-1996 MINIMUM I MIN.SEPARATIONSEPARATION TO GLASS 43c LENGTH + 1'Ex5n14G G[rss� TD Glass 3. ALLOWED MOUNTING: MS ON THIS SHEET. O r—(SEE SCHEDULE) / 1/4"0-20X3" BOLT 4, ONLY ENTERMATE 21 W 24 HV LOCK ARE ALLOWED1"WITH 21 ARRANGED A SY METRICAL LAYOUT. MUST PENETRATEUSE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE i 3/4-a 6 1/4'x 0.035"THICK M:n.i IXISIING FlNISH 11 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 4" CAM1.373' CONT. -15 STEEL T40 U CHANNEL ; AS APPLCABLE GENTERMATE. A57M A-fi53 GRADE 40 M•n.G-ED GALYUD2Ep FASTENED TO STUDS I i W/(z)d6x1/2-TEK SCREUS ON , 43c 43a I' INTERIOR&EXTERIOR FACE i p 6.O.C_ ``C 6'O.C. ...:5-.._- _ BLADE SLACK DETAIL HVF IS ALSO VALID FOR `7/4Co THREADS 1/2 12 38 CENTERMATE 21 APPUCATIC WITH BLADE 1Q 43C 1/4"0 ELCO CONSTRUCTION o ' -------- 436 PRODUCTS FAB-LOK HD ,67r 1 1/2•.0.035-THICK. MillGS6 GALV. GRADE 40 - a 6" O.C. COMPONENTS Min.a-60 OA65 STEEL —1- .2"•t61di<_, METAL STUDS AT 16'O.C. 1rn. s• •:r• r;,.- MS WALL HEADER SILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE: 3N E t" (TrP.TOP&BOTr0L4) (1 ------ -- -- - -------- -- - ------ --- -- --- ;.,-., .....>......... - - - - — _ 1 NT x 6 1/T x 0.035-(THICK E I -,- .; •;' � '_, ••,... - � - - 'ASTR4aA--653 GRADET40 Min.G-601' LEXISTING GLASS :..- .. SYMMETRYCAL ,,:.. .'•. •.- I I I , , GALVANIZED FASTENED TO STUDS SYMMETRYCAL ; r,+�-'� I' 430 436 43c:..;-;,'•' ,-_: a �_,.��;' �.: � �.,., _ CENTERMATES W MIN,SEPARATION VARIES I I INTERIOR L16x EXTERIOR TOR FACE ON ;_; / ;,'''CENTERMATES W I,. ra cuss 2" ; NTERIOR&EXTERIOR FACE - _^�: I_ ,•;,`::;:[:_'` _..,:•:,�•c., I i 1 1: , , SEE SCHEDU EXTERIOR ACCESS SIDE:;_ ; I INTERIOR ACCESS SIDE'; ( -- ==-- ----------------=--- IN 35(6„Min.) IN ------------- ------------------------------- -------- 24 ---------------------- ------------------------ -------_ _ ------------- _._. ._ -------------------- ---- -- ---- ----------------------- -------- ---- —--' --'--'--'---- -----'---'-----' -- -------•---•--- --- - •--•---- - --------- ------- --- ------------------- ----- ---- ------------------- ----------------- - - ----------�,-- -—'--- --- _----_._ _._ — a--------------------- -- — -- 2)42 1 21 ,- i 21 1 21 21 � 1 LOCATE AT 1 z - ----- - ----- - --------------------- _- -- --- --- •-- ----- --- - -- f -- -- -- —' HV D /ILL END --- - --------------- - - ER s s VIEW Y 12 3 1/4"(Typ.) 35(6"Min.) ��24 SIDE CONNECTION TO TRACK (Cont.) 6 1/2"(TYPO -.7' �_. 7' --6 1/2"MAX. SLACK *'�--J HVB pp BLADE SLACK DETAIL HVFC00-000-0-1 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 6'2017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. ,11'1�Q BERTHA HVT,A Mc O N�. A■S S.A. Accordion Shutter System H.V. BLADE#1 W/OR W/D FLV. WINDOW BLADE MIAmerican Shutter Systems Ev.N DESCRIPT ON '�6 TILLIT TESTING & ENGINEERING COMPANY DATE DRAWN By. Lc. l• d ; 6355 N.W.1615.51.,Ste,3D5,NRGIM1tA CARDEN%FLCRipA 33,6 Association, Inc. 1 OLD 15-085 7/27/1 GATE 07/27/17 Poona:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 F<OR)0� htA 141� ca�boo9 ALLIT Jr.P.E..°cm West Palm Beach, FL 33407 3 DRAWING No q// ,1 LYAL0 R TI a 1 7—1 07 P.E. SSEAC �ATtl�EfD,ATE FLRiDA Lk.8 44167 5 SHEET 6 20 OF 20