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HomeMy WebLinkAboutProduct approvals Flbrida Building Code Online Page 1 ;of 3 i 'z BQS Home ( Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map I Links j Search �orida Product Approval 1 -- -USER:Public User ((���y 1 mot/o PWZ— xewu REV' // � EwE® �O Product Aooroval Menu>Product or Application Search>Aoolitation Lis t>Application Detail �+O®E COMPLli41\ICE FL# FL389-R9 I Application Type Revision GiT�■ Code Version 2017 S P3 WIE COUNTY Application Status Approved ®C `�COUNTY` oo Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report-Hardcopy Received I 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. - Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF i FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE W.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 i ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJv... 10/20/2020 Florida Building Code Online Page 2'lof 3 I Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 . i Date Revised 10/15/2020 Summary of Products F Model,Number or Name Description 3892itsof Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 3-(Non-HVHZ)-Drwg 17-108 (top and bottom)for storm protection Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 1'/- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida,Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"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 AE AMERICAN SHUTTER SYSTEMS DRAWING HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 17-108 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 w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. i 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.. Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida,Inc. Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HVI blade,W-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., -72 p.s.f.A.S.D, load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f,for metals stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF for HV1A working in unison.See sheets 7, it and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC! Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida,Inc. Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes - Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJv... 10/20/2020 i Florida Building Code Online Page 3 of 3 Credit Card Safe i I I I I r i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJv... 10/20/2020 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 (6lh EDITION)OF THE FLORIDA .BUILDING CODE THIS.ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. p CONTENTS '+ DESIGN WIND LOADS.SHALL BE DETERMINED AS PER SECTION 1620 OF THE AB TABLE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL I LE OfC CON Iter-EN IT S BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7=10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D;)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. IN ORDER'TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O..DESIGN WIND LOADS ARFA ?: HV 8 AIDES ni & a BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19'&20, GENERAL NOTES SHEET 1 IN ORDER.TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN.ALLOWABLE STRESS FOR WIND LOADS WAS=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 SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 .SHEET 4-- ATL REPORTS; " TYPICAL WINDOW BLADE&WINDOW DETAIL. -HV BLADE S 10214.01=03,10715.01-03, #1004.01-05, #1214.01-05.10317.02-66.#0669.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2' HV BLADE T AND HV WINDOW BLADE ha AND E-1996 STANDARDS(MISSILE LEVEL D,WIND_ZONES 1,2 &3)&J,1220.01-10 AS PER TAS 201;.203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE ®J0505.01-08 AS PER ASTM E-1866 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND ff 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. HV BLADED AND HV WINDOW BLADE (9 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 CENTERMATE DETAILS HV SHEET 8 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL SE�.6'14,,2.75'AND#14a1.75'RESPECTIVELY,410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 kai.YIELD STRENGTH AND 180 ksi 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:STSTEMS.ASSOCIATION,PINS MUST BEAR THE HV MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM.EXTRUSIONS 5HALL BE.ALUMINUM ASSOCNnON ALLOY AND TEMPER;AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR,6063-TG ALLOY IS 30.0 W AND 35.7 ksT FOR MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY, ANCHOR SCHEDULE-CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 W.MIN.YIELD STRENGTH AND 90 U.1 MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET'13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 241,1.3.3.4. ANCHOR,SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ANSI 304.OR 316 SERIES STAINLESS STEEL WITH 35 k.T MINIMUM YIELD STRENGTH. ANCHOR.SCHEDULE.- WOOD SHEET 15 7,SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Q)c 12,13,14.15 AND 20 INSTALLATION DETAILS M-R„WOOD SHEET 16 HV BLADE lO&© WORKING IN UNISON: 12,73&15 INSTALLATION DETAILS S-X; MOOD SHEET 17 END,CONNECTION DETAILS 7-12 &X. WOOD SHEET 18 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM'BEARS A U.S.PATENT 88'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. � ARFA 3• HV WINDOW BLADE 11A1 ONLY 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 ALL SHUTTER COMPONENT'EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RALN 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 WAND HD AREA 4• HV WINDOW BLADE n ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. IT. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN:ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. ' 12. BERTHA N.V.ACCORDION SHUTTER SYSTEM's INSTALLATION SHALL COMPLY WITH,SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS.PROVIDED BY THE.JURISDICTION.WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D.,PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR;A SITE SPECIFIC PROJECT,i.e.WHERE THE4 SITE CONDITIONS DEVIATE FROM THE P.E.D. (h)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E:D.,PROVIDED HE/SHE DOES HOT'OEVIATE FROM THIS DRAWING SHALL :ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE.IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. - (tl) 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. (a)ORIGINAL P.E.O.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT"PREPARED IT. ATaUiisi'iisi FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 41 .1 02017 nLTECO;INC../F� ++ ©2017 EASTERN METAL SUPPLY; INC. 100 .......... BERTHA HVTM A S S A Accordion Shutter System /7�' TL��IEC ��INC,�\ ■ ■ ■ ■ h.V. BLADE y1 W/CR w/o KV. WNM BLADE �LT(.b,!T(� TILLIT TESTING & ENGINEERING COMPANY American Shutter Sy9fems. �,N. DESCRIPTION DATE ORnwN.BY: Lc. i�I1ltU ;A q Association, Inc. 1 OLD 15-065 7/27/1 DATE o7/z7/17 �� 6355 N,W.,ism.SL,see,305.VRCNA GARDENS,FLORIDA 331e 4258 WBStrOOdS Drive 2 PMna:(305)871-1530.FaA':(305)871-1531 DRAWING No =S ...........ORMn ,1 WALTEF A IOT0067TWT JcePE West Palm Beach, FL 33407 3 1 7-1 07 SJOyA`� 1 FLORIDA,U.j 44167 5 SHEET. P.E. FRtS#Fit'iA1`URE/DATE:__---_---_ ----- --- - —6:-=- -- - — OF-20—— 3"/fOoR NNWN''6'iA�E O VARIES °tS I'n 1:124090" 6.45 .09 A ". O 4:71" o,5g9" p I 4:857` I 4999' �— O p .375 105 HV '90'[180` STARTER THY SOLID BLADE �" \•COVERED UNDER US PATENT 5458179 31HV UNIVERSAL FLOATER � QUALIFIED. FOR'.USE.W/ QUALIFIED FOR USE W/ HV GLADE 1Q (J4 HV DIRECT MOUNT HV BLADE,61 1A HV WINDOW BLADES 6005-75 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE(1� *SEE-LIMITATIONS OF-.USE OF BLADE'®ON SHEET 19 6063-16 ALLOY A TEMPER' 124 6063=T6 ALLOY AND TEMPER 3226" 1.500' , .085' ' :556" .671 2.26' �I _ D72 0 842 c .R.897'. � N .815"- 2.092' G HV ADJ: ADAPTER W/LIP I 4'436' - ,}1z5 1.375 " 920 3225 QUALIFIED FOR USE W/ HV 80`HV WALK—OVER TRACK - 6�HV ADJ. FLOOR TRACK SLADEQ QUALIFIED FOR USE W/ HV 9 HV TRENCH- TRACK / 6063-T6 ALLOY'AND TEMPER BLADE(11 QUALIFIED FOSE W/ HV' 1 h V RAINGUARD QUALIFIED FOR USE W HV 6063-i6 ALLOY ARND TEMPER BLADE Cl1 ONLY. ',.:�' BLADE. I 6063-T6 ALLOY AND TEMPER QUALIFIED FOR UE W/ HV 6063-T6 ALLOY A D TEMPER ni: VARIES _ 1.936"- BLADE II) 1" .915 ql, VARIES 1,936" 6063—T6 ALLOY A�iD TEMPER MaY:. Vk. 1.917' ..I 083" 083' .093^. 69 .060" 'ol '�'.I 670 09 m(.060 .. 4 yo 670 1;686' i m21A 670 I I 3. 0" .5 1._ 3.529` 670 11 HV CEILING HEADER 1©`HV HEADS S LL 13 HD CEILING HEADERJSI " 'QUALIFIED FOR USE W/'HV BLADE 1 ONLY,, QUALIFIED FOR USE W/ HV HD WALL'BLADE ONLY 1 HEADERS SILL 6063-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV'.BLADE 14 SEE SECTIONS FOR VALIDITY.- SEE'SECTIONS FOR VALIDITY. QUALIFIED FOR USE W NV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER. BLADE(1)ONLY; 6063-TS ALLOY.,AND TEMPER !L COMPONENT A. B T1, T2 % Y t 2' 2" 0.125" I' 1" 0.062- a 2' 5"MAX.; 1/6' J/e' }' 3" 10.0907. -5".MAX. O.j92" 0.192' 116.SIDE ANGLES 0 CORNER POSTS QUALIFIED FOR USE W HV ALUMINUM ANGLES is 2:5" 7"MA7l. 0.75D 0.190 ✓ - - / QUALIFIED FOR USE W/ HV BLADE(D QUALIFIED FO_R USE W/ HV - BLADE T. I 6063-T6 ALLOY'AND TEMPER BLADE 1 ONLY: y5A V 5"MAI(. 0,139"1 0.131" 6063-T6 ALLOY AND TEMPER 6063-T6-ALLOY AND TEMPER FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone Ii1. �.'+" .. �C/T'•.. 02017 TILTECO.INC: ©20BERTHAf7.EASTERN METAL SDPPLY, INC. a, ICA ''�y. z, HYTM `�GENgFN:✓�, �+ Accordion Shutter System J 3 I L E'C O rwc, A■�7■S.A. H.V. #, wj OR W/O H.V.witmav MADE !'V,) * TILLIT TESTING & ENGINEERING':COMPANY American :Shutter Systems EV:'N DESCRIPTION GATE DRAWN 8Y: LC. Tg7E OF y 8J55 N.W.JEfi 5L s..:ox VwcmN GARDENS,,Flauw sa1E AssociCtion, Inc. i OLD i5-065. . 7/27/1 .OaTe 07/27j17 Ph—:(305)e71 1530: rox:(sos)6 i-1531 4268 Westrocds Drive z DRAWING No t QRI �::' �� E al tneec6mea.eom West'Palm Beoch, FL 33407' 3 i ...... '� 41 EB'0006719 4 1�� O� �` tL YlALYER A TIWT Jr,P.E. 0 E! (+ FLORIDA U.. 44167 6 SHEET- DATE,- --- -------- - -- -- -- --- s 2 OF 20 4,5 6" 4660' t74--20 OIE CAR ,745' S' .293" 0.334' RAT HEAD THREADED HOUSING ENAMEL I/4'-20� _ 93" S.S.M.S. • IW(EO PANTO) (2 THRFADED I-H USING ENAMEL 0'DJ o I 6' m '4 QIEll I t. BAKED PAINTED • y .m n • GRESS'.. j� B2. '.062' N g - I w'N n ® KNOB. pr,•I 0�'� _ m•954"OD,J RASS - -i -I A KEYS CHROME (CHROdDER 11-S IRD PLATED) 21 57 HV CENTERMATE d, s HV LOCK V EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 1O& 1A ONLY ?2 V 0 G o.". - m- 6063-i6 ALLOY AND TEMPER QUA LED FOR.USE W/,H. BLADE 1 Se IA ONLY 3.023" .873° QUALIFIED FOR USE W/ HV QUALIFIED FOR USE 4Y/HV 6063-T6 ALLOY AND TEMPER '2 5. C E R E BLADE Qt & tSA1'.ONLY. BLADE 7QBe �,ONLY. T- QOALIFIED FOR USE W/.HV BLADE 1tONLY 250 D.o, ste' 4 2.87" 6063-T6 ALLOY AND TEMPER 518' . .. PLASTIC HEAD ",p0 •^ 1.756' 922" 2.. MOLDED TO-' I I,� 4.045" SCREW 2:079' � 1 753' � ,�--f 06 •R • o .e .36D"AFTER RIVLTING i o 1 n o f rl No, .06 n 4" 20 x 3.4" BEFORE.RIVETING y�c S. THUMBSCREW * 0 o L 1 4"0-20 RIVNUT J. n m Oe4 *SERIES,9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN �I SHEET NUTSER7,PART B 0820,AS MANUFACTURED BY AVDEL PLAN ry FRONT-ELEVATION HV MALE K " " LOCK CEN m .TgRIVIATE 4,566" CHERRY TE%TORN,PARSIPPENY.NEW JERSEY 07054 OR EQUAL HV ALTERNATIVE LOCK""T LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY L9i HV FEMALE "T" LOCK CENTERMATE HV 6063-T6 ALLOY AND TEMPER HV BLADE((�� QUALIFIED FOR USE QUALIFIED-FOR USE W/ HV QUALIFIED FOR USE V!/ HV BLADEQONLY QUALIFIED,FOR 6S ALLOY AND EMPER'ONLY 'W/HV BLADE ONLY. BLADE-1O ONLY. 6063-T6'ALLOY AND TEMPER 7.91 1.917' 5' n, H 1 3.161 m I 0 I I m O m I'4 /IIIL `-THUMBTURN L d .063" a ._ .111 6 KEY CYLINDER {\-�IIjIUIP',f� CYLINDER OR .214" .063 ,_ 03 i.062" - v •� .214' .545' n 0.575"Alin. n ``�� o ryi o t..t25"Mox. L3 D C o0 ONO 0 ( ? D A C G ,4D 00 "0 . QUALIFIED FOR USE.W/ HV BLADE i & UA QUALIFIED FOR USE W/ HV BLADE 1 & 1A , ,804' 6063-T6 ALLOY AND TEMPER. VJ I 6063-T6 ALLOY AND TEMPER VARIES, 12'MIN. QUALIFIED'FOR USE..W// HV BLADE. t;&(1�A1 � '^ 1/4'9-20 S,S.OR 3/8'0-16 1:30" 6063-T6 ALLOY'AND TEMPER ...- ; ACETAL THUMDSCREWS• i f1 2• THUMOTURN (SEE DETAU / D CYLINDER D OR KEY _ f15• � CYLINDER `, " LOCKING ROD, " j ® HD LOCK � L.375'm 4'm QUALIFIED FOR USEALLOY W/ HT BLADES " 37 HV 1 O-20 AISI 304 BY REGENT HARDYIARE MORTISE LOCKS'SERIES 2333.HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER i6 HV 3�8 0-16 ACEiAL �4" $9�1NSTALLATION WILL REQUIRE A 7/16" HCLE THUMBSCREWS ERIES S3. THUMBSCREWS QUALIFIED FOR USE 1V/ HV BLADE(`1l& I�A D ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR p, 1 HV BLADE I QUAURED FOR USE Wf HV BLADE-1� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone If11j1.c��Il: rrf A� 02017 TILTECO,.INC, ©2017 EASTERN IAETAL SUPPLY, INC, P� EN""C r +: BERTHA HVTM Accordibn Shutter System IL ECO'mc. A.SS.A■• ' . . y H.v.ESADE#i w/OR w/o H.y.wIrDaty aaDE Q /• 7 American Shutter Sy3t6mSREV.N. DESCRIPTION DATE ORA4N BY: I.C. 7r� * TILLIT TESTING & ENGINEERING COMPANY 6356 N.W.36m,5L.St JOS NRGNIA GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 15-085 7/27/1 I)A?E: 07/27/17 STATF OF' - \\ Ph— (305)871 1530 Fo :(305)871-1531 4268 Westroads DfiVe 2 DRAWING NO AC' pp p-!(� - I the.® t,eom West PoIrn Beach, FL. 33407 3 EB-0006719 7— O7 ........ �`.� .Il( WALTER A.TILLIT JI.P.E. 4 yp ( FLORIDA Uc. 44167 5 _--------- SHEET P.E, SE a/s��lA jJRE'/DATE ---- - - - ---- 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR H V M H V 41 3/8"0— 12"TO 16 ADE T CE L" .0625' O HV BLADE. 1 40 �� I EgeE 1A' ne7s'r"f I HV WIND07/BLADE .0625" SF0625 .0625' HV BLADE to HV LONG RECESSED NYLON BUSHING ,�p > BLADES '0 OPENIN .0625. ,875 Y I. I!x p'U !'7 KNUCKLE DAD N (TYP) Q HV SHORT RECESSED NYLON BUSHING .- - ® y0_O I v 'MT PORi1DN 1 R7.7 % 4 HV.NYLON HAT WASHER �(`��" @ OR 0 HV WHEEL'CARRIAGE AISI 302-303'SERVES: 47L9" 43 I I ��"J 0.870"x3/16" THICK NYLON WHEEL. ;z T- I �� 2 7J8"MIN. / HV WINDOW S 0.188"0 AISI 302 SERIES SSS. RIVETS BETWEEN .o625 ¢3.a0 .3as0o^EPARATIO CLEAR �1 BLADE 6625" HV i 3/4° ACCORDION PIN W/ 8 HEAD * EXTERIOR (I: o OPENINGS ON c MCRs.s§=N Y 7500' HV 2 3/4"ACCORDION PIN'W/ '(f8 HEAD 1 41 y��„ `o � �4�^ �� 2L�,R4`.� of pIOR r1FVAPON -1 BETWEEN TYPICAL HV WINDOW BLADE 1�A AND ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I I b t 17 5 POLYCARBONATE HV WINDOW DETAIL 39 ((SEE NOTE FOR j REQUIREMENTS) I OOR 9 '{ POLYCARBONATE IMPACT RESISTANT HV WINDOW. i 4 SAYER MAKROLON 3103 POLYCARBONATE IN PIN REOUIREMENTS AT EXTERIOR BLADE KNUCKLE FORY MIN.CLEAR INNOVAT CE RESINS, UV-STAMILIZED GRADE OR SABIC TO BLADE eon M' IVE PLASTIC LEXAN 103 RESIN ,F I O OR ® n" �j-��f '(SEE NOTE "I"' ON SHEET '19). HV ClYFW(1) HV PIN ( SHALL ALWAYS BE USED.AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR N� j j I POLYCARBONATE SOURCES FOR 44 HVI BLADE. I T I EXTERIOR APIK)CABLE ; RESULT O jYPICAL SHUTTER ASSEMBLY N.TS. T1T+ICAL PROPERTIES SMNDARD ,a7, vQreiPNM HV PIN 82 OR�}.AT (2) HV PIN ® MAY BE USED IN LIEU OF ® AND. ONLY AT EXTTIOR BLADE'S:KNUCKLE. BSI: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D 00.3241 (SEE NOTE.* FOR SPEAOC 0RAV0 1S,N 07S3 0.043 11,0n' DD431e/id BLADE WHEN CORRESPONDING TO INSTALLATION "11 SHEET 7. 048 3 REQUIREMENTS) tc79IE nEm 6TRMOTH AMU U638 MOO P.RI. 9,500 p.L TYP.I: I i/ 11EXURN.S1flEN0TI1 AT TIE1D AST.0790 12.500 p,ri. 13400 p." .... d i I 111 I ruwp&N00011JS AS1N 0790 340.000 P.n.t b5 WO P {3) HV PIN � OR �W/ t/2" O:D.. 1/16`' THICK S:Si WASHER ® h 1 1 0. SHALL BE USED FOR;DIRECT MOUNT INSTALLATION PER DETAIL X; B> 9 i INOTCH Q 1 , 1' NOTCHED IZ00 ASTY 0256 IB R-Ib/in 17 FT-b/1n SHEET 0 0 �+ SMOKE DENSITY AST D2843 47.2 A' 64.5 S 11AK WHEEL CARRIAGE DETAIL PATE OF'-8tII0um ASM DM C-1 CLASS C-1 CLASS' p�5 AN.SSEMBLY LAYOUT . SEIF HY<HH)H ASR7 UiS29 1040"F' 980 T WEATHERING. ASM 0156 TENSRE STP.ENSTH AFTER WrAIHERiN., ASM 838 9302 P.s.i. 88Q PaL Ct) HY BLADE SOLD & 'HV WINDOW BLADE DETAILS TMW1 STR65.6EFORE"�" 'ND A6M 636 BAST P+i: B65D P.s.f. N.T.S. 1t)113�rirr �✓t ap FLORIDA BUILDING CODE Hon High Veiocity Hurricane Zone 4 ••• es ©.2017 EASTERN METAL SUPPLY, INC. �` 052D,7 7LTEC0.INC. BERTHA HVTM 1 A S S A Accordion Shutter System i E C O (N a, ■ H.V. BLADE#1 W/OR W/0 H.V. WINDOW!BLADE ^T'4z�r' ya TILLIT TESTING & ENGINEERING COMPANY American Shutter'Systems REV.N DESCRIPTION DATE DRAWN BY: LC. O (flt{IDQ4 •�� ,`t 6355 NW 381h.St:,3l EN 305.NRCNA CAROMS.FLORA 3316 Association, Ina, OLD'15-08$ 7�27f1 DATE: 07/27/17 4268 Westroad Drive 2 Phane (305)871-1530.F6.:(305)871-1531 . s Dry DRAWING No 4 e 4 ult6aaoaa— West Palm Beach; FL 33407 3 1��'�O� S'JON���`1j714 EB-0006719 .4 1 • rra77r VlAL7ER TILUt'Jr.P,E. '•..""Err VWRK)k U,j 4067 - 5 SHEET_ P.E_SEAL/SIGNATUR-E/DATE--�—- ------ ------- --- _—_6- - ---- ------- -- -- - - - -- 6 4 OF 20 C $ ��- *NOTES ON HV 'LOCK AND CENTERMATES: 3CBw@ -F A B tc $i _ 1.MANDATORY WNORIONh: ONE HV LOCK,$or SHAH BE USED:At i/2'OF SHUTTER SPAN FOR ANY SPAN OR 12'.ABOVE OR B OPT. 1 2 OF SHUTTER-SPAN FOR,SPANS UP.TO 905 AND FOR INS TIONS AT ANY t ELEVATION. HV LOCK or-�MAY'BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED 7O d OR�' CENTERMATES'W/(2) 1./4"0-20 x..1/2'LONG FIAT HEAD S:S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. IF DESIRED, FOR-SERER PERFORMANCEOUTSIDELOCK. FOR SECURITY PURPOSES, C T IMA HV 1 LOCKS , OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.'CONNECTIION.OF.LOCKS TO CENTERMATES Q; ` OR�SHALL BE AS INDICATED ON NOTE (1)ABOVE. - -- -— 1 �y LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.. coNr)m _ IS USED W/1W0 HS1._LOGKSL• LOCKING.RODS ARE NOT REQUIRED AT HURRICANE.POSITION, BUT MAY BE USED lF D IRED TO ENHANCE.SHUTTER PERFO MANCE..LOCKING RODS `S OR AN.ALTERNATIVE DEVICE 4 Y MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), v 4..MANDATORY.CONDITION/2a ONE HV LOCK(5 6 S BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS:AT ANY ELEVATION,HV LOOK I or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO @ CORNER CENTERMATE W/(2) 1/4 0 2O x 1/2. LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS'i uo�lrvc AT TOP& BOTTOM SHALL BE USED, LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. o � I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED,AS PER SCHEDULES SHOWN ON SHEET*12. .S --`<33.a,S. - •ONE ALTERNATE,ITV LOCK MAY BE USED IN LIEU OF HV LOCK 0r FOR ANY SPAN AND ;INSTA CATIONS;AT ANY'ELEVATION, AL ERNATE COCK�i`b MAY USED AS:AN IN OR OUTSIDE LOCK,ATTACHMENT (I OF 1/4'0-20x3/4'S.S.THUMBSCREW TO @,OR.®CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4"ALUM. NLL3 RIVNUT As SHOWN ON.SECTION HVE,,SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, 18 mo e. "A"'OATORY CONDITION #3 FOR KEYSTONE MOUNDNG INSTAUATONS•- ONE HV LOCK,II&or @'or 0 SHALL BE USED AT t/2,OF SHUTTER'SPAN FOR ANY SPAN OR 1V ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP I TO Be",AND FOR INSTALLATIONS AT ANY ELEVATION,HV LOCK 18 or t&or-0 MAY BE USED.AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO g,or 6 SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2" LONG FLAT HEAD &S. SEE END M . LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL.SHUTTER ELEVATION. USE.OF LOCKING RODS LSS W/ ` CONNECTION OR.@,TOP AND BOTTOM IS COMPLETELY MANDATORY, .DETAILS ON 0 IS TYPSHEET FULL - Ii *NOTES ON HV �"T" LOCKS AND CENTERMATES" HEIGHT.. . , ! OF CORNER HUNTED vnmH '� CENTERMATE 1.. SECOND ALTERNATE TO CONDITION #I VALID 0 0 rFUMIRMATIES a AND O ONE ALTERNATE HV"T LOCK 1��i MAY BE-INSTALLED:.IN UEU OF 1N COCKS®FOR FOR ANY SPAN AND oR cn 6 *r7 oR 8 oR10 +(1 oR I STALIATION AT ANY ELEVATION At TERNATE.LOCK P AY 8E USED AS AN INSIDE OR'OUTSIDE LOCK. ATTACHMENT- _ ,�f �f� OF LOCK @ INCLUDES USING'REINFORCING LOCKER , AS SHOWN ON SECTION.HVG, SHEET 9,WHICH.MUST BE - - 10 5 oa T 3toa 1 1 1-oR --� CONNECTED TO CENTERMATES AND W/ 1/4'0-20 x 1 1/2' LONG,S.S.THREADED BOLT W/9/8"0� z 3/32' � WINGNUT OR W/ 1/4"0-20xi'S.S,M,S:INTO A,1/4'0x 5/8' RWNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 0+C': o"4J+C_7,,!4 8 oR - MAXIMUM,ABOVE AND BELOW MIDSPAN.USE OF'TWO LOCKING RODS0 TOP AND BOTOM'IS MANDATORY. P5,, ®CA.,�3,f®OR08 .(D7 aR. Gal ®oAi9aC3- 1 ISoa(12+�M *NbTES ON H C C-ENIERMATESi CENTERMATES OR O Wl-3, :.ONE ALTERNATE HD LOCK 0 MAYBE USED IN LIEU OF TYPICAL n HV BLADE SHUTTER ELEVATION HV LOCKS(2y OR(��FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION,ALTERNATE HD LOCK C4 MAY BE USED H.T.S. AS'AN.INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO Lack C j.TO.@I IS W/ 3 J8 x 3/e'F.H.S.S.M.S.,AND,INCLUDES REINFORCEMENT INSERT'AS SHOWN ON SECTIONS-HOB-HVB AND HOC-HVC,.SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE'MIDSPAN.USE OF LOCKING RODS'3v IS COMPLETELY OPTIONAL rMM���o�rugse f� FLORIDA IL IN 'CODE on High Velocity Hurricane one 111E Q� ,,. lrM'�'= 6>20j7 TILTECO,INC 02017 EASTERN METAL SUPPLY, INC. 'LiCENs�•..��: BERTHA HVTM AS S A Accordion Shutter System ■ ■ ■ ■ RV. 9-ADE#1 W/OR W/0 HY. tMNDOW EI:AQE - •,fl, �j j ;` American. .Shutter Systems IEV.W DESCRIPTION DATE DRAWN BY: LC: TILLIT TESTING & ENGINEERING'COMPANY Association, Inc, 1 OLD 15-085 7/27/I. DAH- 07/27/17 �/ �. •4"l ,9' 6755 RW.361h.54.Me.305,MGM'CM MS;FLORMA 3316 4268 WestroDd Drive z Phone:(305)671 1530:.Foxs x i(305)871-1531 DRAWING No .-nnolk Glteeo®ao.com West Palm Beach; FL 33407 3. 1 7^' O7 S1/�•p,S L c 1l EB-0006719 4 ^•NA N III WALTER'A.TILUT Jr.P.E. �'' FLORIDA Uo, 44167 5. ,SHEET _ ---- -- P.E. SEAC5i fff)"URE/DATE- ______ __ —_ — —-- ------- ------- —6 S OF 20 ONCRL7E ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDUIEON OR CONCRETE BLOJK CONCRETE REQUIRED tJ4'm-20k3/4'S.S. CONCRETE SHEET 13) CONCRETE ANCHORS MACHINE SCREWS REQUIRED --{�-- REQWREO. FOR _(SEE SCHEDULE ON V7/ 1/4'-20 I i CONCRETE ANCHORS I/ ' � 17 18 SA E15TDNE(SEE MOU111NO©ON SHEEP» i fSHEET 13) NUTS® 12'O.C: (SEE SCHEDULE ON SHEET 13) / 1'i/ / n. 1J4m-2ox3/4•S.s.12 pRl MACHINESCREWS Ea E USING 1/4"-20-NUTS )) 19 O 12'O.C. t l - I/2/ zso'Mox. IE 1�Df,i / J N 13 15 � (I�III I 13 E.D.w ort 5 2s0 E 1 I .250 Maz. i 4 f Ll'�• t Moz. -_ OPTIONAL OPTIONAL � MN SEPIJUTpN � I i I I ro 6US5(sE> y.'�, 1 1 OR 1�♦ i' .EXISTING MIN.SEPARATION TO GLASS, oN M W 19 FOR 1 i (SEE SCHEDULE ON SHEET 1 ) EXISTING i I I I l 1 GLASS I I GLASS— BAnES IU&® i MIN.SCHEDULE TO GLASS. I I I``-(SEE•SCHEDULE.ON SHEET 11) EXISTING. 1 cuss--I IO HV WALL HEADER INSTALLATION ( HV WALL HEADER INSTALLATION (9 HV WALL HEADER INSTALLATION + KEYSTONE EXISTING I MIN.SEPARATION TO.GLASS GLASS-- MN,ww"P 7I I I OR 1 ♦ III I i 1 EXISTING (SEE SCHEDULE ON SMELT I•I. I ro CLASS(SEE I I I a���7') (SEE SCHEDULE ON'SHEET II)MiN.SEPARATION TO GLASS I SOiDIAE SHEi — I i I GLASS I j.11 FOR BLADE IDANU WW 5WW�Mi t I ' aBL AOM Dl!DIM&'S I Htl EXISTING I i OPTIONAL CLASS_I E.Dy / I \ i I I I 1/4•. II fiE OX / Mok: i III 1[4'Mak. J;_ OPTIONALi t 13 ORrith 1 g E. D. i / yi,. ii li �*/ I�i•- I \ I1 liifJf/2:�._`__ 19 �. �. F!1f2r i7` 13 oa !T"-N _- 1/4'v-20z3/4"S.S. - f 12 OR 14 t _ PHILLIPS TRUSS HEAD �f i i 1/4"P-20x3/4'S,S PHILLIPS MACHINE,SCREWS USING L / f'r CONCRE(E ANCHORS: —TRUSS HEAD MACHINE.SCREWS ,--SEE SCHEDULE ON p! = mot•-�--y --CONCRETE ANCHORS ( / f O 1' 1/47-20 NUTS 0.12"O.C. ( J 1.J4'-20 NUTS @' 12"O,C: / (SEE SCHEDULE ON SHEET 13) / / Min, POURED.CONCRETE SHEET13) .POURED CONCRETE�! .�f i OR CONCRETE BLOCK OR CONCRETE BLOCK L y (CONCRETE ANCHORS REQUIRED WALL'REOUIRED -) HV WALL SILL INSTALLATION (SEE SCHEDULE ON GHV WALL SILL INSTALLATION .POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HY WALL SILL.INSTALLATION NDTE FOR COMBINATION OF�EGTiDNB: INSTALLATION DETAILS. W/. 1-SEE SHEET 4 FOR TYPICAL SHUTTER •E,D. -EDGE DISTANCE ASSEMBLY ♦ SEE LIMITATIONS OF USE FOR �� LJ\/ D 1 /�D,C 2- MOUNTING SECTIONS CAN BE COMBINED (SEE,SPECIFICATIONS DN SHEET 13) BLADE IA ON SHEET 19 1/ Cl V D LA E IN ANY'NAY TO SUIT ANY INSTALLATION. �i FLORIDA BU{LDING CODE(Non Nigh Velocity Hurricane Zone ,,,� :; ``E� ✓ 02017 TILTECO,INC. B 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM L A S S A Accordion Shutter. System 1 L E C O'�NC. . . . ■ H.V. MADE#1 W/OR W/O H.V.WIMON SNIDE �•� e� TILLIT TESTING &ENGINEERING COMPANY American Shutter' Systems., 6V.H DESCRIPTION DATE DRAWN.BY: L.C. ty �+ As$OGtOttOn, Inc. 1 OLD 15-085 7/27/1 DATE-. 07/77/17 ��IO� t•(.�, A 6J55 N.W.36N.St,St,.J05;WRGINA GUIDONS,FLOROA'3A8 PDon_ (205)871-.1530.Faz:(305)87 1-1$31 4268 Westroads Drive 2 DRAWING No '�? y1' s-mua:UReccouoLeem West Palm Beach, FL 33407 s 7 S1DWAL L� 11} EB-0006719 4 /��07 iiAr/r�r�r VIALTER A TILUF Jr.P.E 5 FLORIDA Uz.�44167 SHEET —. P:E: SEAL/SIGNATURE�DATE______ -- - — -- ---- - ---- a ---- 6—OF-20---- POURED .CONCRETE ANCHORS MrE gP npj I ®� t i .1N,SEPARATION CONCRETE (SEE SCHEDULE ON SHEET 13) i TO GIASS(SEE r 1 OR EXISTING I 1 ;-(sEE swmOS O I ' REQUIRED 'SOm'AE ON 29 i i j EDGE OF ti I1MFOR DAM 5 19 � GLASS—j YT4 s�AAAt10Y. j I Q I SHEET LE ' I SIAe IF ro 4uss I 3 I g i i//� // 1 4• ' / pP'PLAIZABE E%ISTING H ag® v �1 `- I v I ' I r GLASSf I �_ i cN.sn=rr lU ` il /' i ALTERNATE I t�} I I,I t EXISTING I ANCHOR 1 1 i I 1 1 GLASS I I �1 //�,/ ��.A�r/f•'/' r' LOCATION 1 1 1 1 1 I 1 gT0X3/4 HEX WASHER HEAD I 1 -. 1 '� /�• / ! Ti � 13 OR 15 i 3/e'1.9N. TEK SCREWS 0 72"O.C. 7SLAB IF EDGE OF r 1 3/8 m. CONCRETE ANCHORS APPLICABLE II C+ 7 (SEE SCHEDULE ON SHEET 13) I� ', EO EO f� - // ' / vEDGE OFIXISTING ' iti .EDGE OFF / r ili / . / i f � ASLABPPLICABLE y/ / t SLAB YFGLASS--: I SLAB IF i /f. / /2 / / r f,' EDGE OFC0 E -ro APPLICABLE '� / f //. E0 f� 1 f APPLJC49LE POURED E. D.• CSCHMULE ON SHEETDFLAT SG EOUIECRREfE ANC1ELA POURED . / " REQUIRED.a SEET 1S --a OR CONCRETE' �_ __� FLAT HEAD CONCRETEANCHORSi REQUIRED D. E. D.* (SEE SCHEDULE ON SHEEP 14) I� TRENCH INSTALLATION VALID.ONLY FOR UP TO +76, -75 PSF A.S.D. IQ HV FLOOR INSTALLATION t O V WALK—OVER INS ALLA IO DESIGN PRESSURE RATING &FOR SPANS PER 0 HV CEILING INSTALLATION SCHEDULE'g3. SHEET 11 . E%ISi1NG NTT.SEPAR�TNN V I, 1 CONCRETE ANCHORS GLAS_ —._(Sm Imi.sEewAlwe I O (SEE SCHEDULE ON oil sHEEr 1 q I 1 (s[[s�•xP�.niILE i 1 i I SHEET 15) 1/4.6 ADVANCED RLR6�10RSW. 0 off-ET u) E%ISRNG---i I I I EXISTING TECHNOLOGY OR:1/4'0 POWERS EXISTING GLASS.-.I 1' I GLASS CLASS J �'SEPMATKIiI,l0 t`IAS^ 1 FfSTF3lER5 TAFP024 M'GriDRS W/ MAX. GLASS 1 L6¢6C.m,AE CI Sl4FT 11) �O , I i. �(52 5:1!EAr2 alro t=1 113/4'MN.Fl18EDMEM O 6' I I tt) O.C.C, UP PAILS t'SPAGER AND ' 10 i i !I� I � g�j/ET 4'O.C,i0A 5PN15 tARGEIL 11VY t{ 1 1/4" / �' 1 6'-G'L4 TO -ENE R IFFl.V ' PT EYFAY FASTENE HFAD t / I (TwJ(�NOTE.t ON 1/2' W i I 3 OR 1,5 IF�D'4 I I #ASHER4HEAO fE b i / I 212'7 LI FIoR UM1t'TAnR6 3/8' rMAX. '.TEK SCREWS t / I I' CON7.S(i1VN1 •. ® 12"O.C. fI) `• 1 i i i I k '✓ - �.140/4 HEX HEAD-- i - t 1 I3/a / I I I 1 (;f ,f' /i�/ 1/4"0-20a3/4'SS VS/ TEK SCREWS 0 9"G.C. i 3 - - r`-- g14.3/4'S.D.S. ! //- OR 1/4'0-20 S.S.M.S. CONCRETE ANCHORS -- - T'(�'O 3 '®9"O.C. __ __ Max. USiNO I/4'c-20 NUTS SEE ISCHEDULE ON 7 / . "% •• 0 12'O.C. W/NUT o 9'O.C. i ( 1g ;? ��❑ { SHEET 1:4) n 1 f EXISTING I:ON STRUCTURAL 'T'T--__-__ 17 OR 18 1/2' ' i 1' ! : �R 1.8 2.00-MIN. 'WALL TRIM(DECORATIVE / I'! EDGE OF Ir/ t 7 4 1 E.D. SILL) SLAB IF .1 , `� I f '`�gT4x3/4'F,H.5.0.5. MIN. ( / / 1 7/8•„--1--1 7/8� ✓' .✓ APPLICABLE tt O.C.. i -•a 'POO IR CONCRETE r l i I / / \ (SEE�CPNCRETE ANCHORS SEE NOTE 13(5) r SEE NOTE 13(b) REOmREO / -D pOURED CONCRETE,-1 (SEE SCHEDULE ON ON,SIiEEf 1 POURED CONCRETE .ON SHEET 1 ----- f' .-f---�-- i:D, OR CONCRETE BLOCK 'SHEET 14) OR CONCRETE BLOCK �'=-' ==�= REQUIRED REQUIRED MQ J$ STONE MOUNTING INSTALLATION OPTIONAL POURED OK HV WALL FLOOR I STALLATION O MAXIMUM A.SA,DESIGN PRESSURE,46f,72 oaf CONCRETE L HV WALL WALK-OVER INSTALLATION IJA1(IMUM SHUTTER SPAN 8'-O' REQUIRED (2) HV RAINGUARD INSTALLATION t hml T THIS INSTALLATION SHALL BE NOTE FOR COMBINATION OF SECTIONS: REMOVABLE WHEN PERFORMED- *E.D.= EDGE DISTANCE - 1- SEE SHEET FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON,SHEET 13) ADJACENT TO'AN OPERABLE EXTL + SEE LIM,%ATIONS OF USE:FOR ASSEMBLY OR�ENTRANCE BLADE AA)ON SHEET 19 INSTALLATION DETAILS W f T HV BLADE 2- MOUNTING SECTIONS CAN BE COMBINED A IN ANY WAY TO SUIT ANY INSTALLATION. FLDRIDA BUILDING CODE Non High Velocity Hurricane Zone `;�kGElys�c•.,.��;` .©201.711L1EC0;'INC. ®.ZD EASTERN SUL BERTHA HVTM * 0.4,1V A S S A Accordion Shutter System I.L. E C O iNc. H.V. RAM#1 w/OR:w/o Kv WINDOW BLADE ' American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y Ev.N DESCRIPTION. OATC CALL- 0 40. �O A. 1 Association, .Inc. 1 OLD 1s-oas 1/zT/1 1vaE m/27/17 A� pp 6355 N.A.36M SL,Sl 305,Vila NIA GARDENS,ROROA 3316 - V�IflT� 4" "(L PhOna (305)871-1530.Pa. (305)871-1531 4268 Westroods Drive 2 DRAWING No c-nd;H of-9-1— West Palm Beach, FL 33407 3 EB-0006718 4 17-1 07 WALTER A.TILLIT Jr..P.E 5 SHEET Lia g __--_ __. P.E. SEALSEAL/SIGNATURE/DATE- "A "77 --- ---- -- ---- -6 - —7 OF 2U--- I . SEE.NOTES ON LOCKING RODS 3(�..HV LOCKS®or 2® OU7 IN - i INSTALLATIONS WZ 1 HV AND ALTERNATE HV LOCK®ON SHEET 5. �EKISTING GLASS **BLADE SLACK DETAIL HVF IS VAUD FOR ALL. BLADE WZ HV CENTERMATES CENTERMATES APPLICATION wr,1 6uDE01 Q ca®a¢O�.O r (.1 OR I '10*15�17•©3 ogQ:Q oa SEE END WALL CONNECTION i-EXISTING GLASS ©'O ©aa©.•O r'O.wt 2"x2"xt/9'x0'-2 I I ©r '� 3 1/4" 7" .6 1.f2. (sD63-TS ALLOT)ALUM. , I ANGLE VJ/(2) 1/4•o.TAPCON: ,/2" «+.®r"® APPOSING I SYMMETRYCAL. AHCH RS .CONCRETE' ) CENTERMATES i CENTERMATES (TOP/60TTOM)6 $10 3/,0 S.M.S.® 12" I w�. BY LQGK.. R of 12'Jl I MIN.SEPARATION (4)#1ax1/2"S.M.S.TO TUBE 1I Dc:FULi.iENCHt ' ) W/ HV' LQ— -CK- o 2S TO ctnss AT EACH AN (fYP)) (SEE SCHEDULE ON SHEEP 11) 5 � �� * 35*• , 1N 'IJ I t � . 5 f 0 90' 5* �� I--- 3 " OUT HVIC 10'�50.a©+OoaQ.l©oa HVA HVB. , ®� 6 7 oA 8 oa1D 3aa POURED CONCRETE OR _ '© O'O O O + $ca 1' 13 oa 1 as E%ISTING GLASS.. r REOU�(2E0 BLOCK WALL v O_®..Ig'O_la® _ �__ 7 _ _7 EXISTING -© O Q O SYMMETRICAL OO •I- �GLASS I N h9N.SEPARATION— / 8 8 oa 9• 3 oa) 5 -EXISTR,G / Q Q Q ® Q CENTERMATES �g.©oaQ,Og w®.07 �a To cuss 5 J GLASS 1 * (SEE SCHEDULE -- -' oa©-® — ITV�QL'{( OPTIONAL) O r®aa 1 9*13 ON SHEET 11) . 1.11N.SEPARATION (INTERIOR)TO GLASS (SEE..SCHEDULE LN OPTIONAL ON SHEET II) (INTERIOR) _ .-.—___.—___—._ -—-— --- _.--_—_--_-_ I� I OUT j CONCRETE jj 1 ANCHORS O.C.L_ _ `— -. � 16" C. _---- n VARIES _ G t J ` vUT 6 1./2"MAX.'SLACK OUT - :'i•--f-a�11 (EXIERIOCR)7 HVE HVE** HVD ,� "`� �"K'- FLORIDA BUILDING CODE( 9 v Bon High Velocity Hurricane Zone ' 9,2017-TILTECo,INC. ®2017.EASTERN METAL SUPPLY, INC. S ' BERTHA HVTM ASAccordion Shutter System &A H.v: D-aDE#, wj°OR w/o,H.V.WINDOW MADE t. y' I : TILLIT TESTING k ENGINEERING COMPANY American :Shutter $ysfem5 1EV._N DESCRIPTION DATE DRAWN6Y. LC. lQ' S Association, Inc. , OLD is-OBs 7/27/1 DATE 07/22 •., ; <(•r i1� 6355 N.W.36ft St.,Sle.Jos.NRGWU GMDENS,FtORmAJJ16 4P68, Wesfropds Drive 2 Ph...:(305)871-t530.Foi: (305)671-1531 DRAWING No \ 11 e- .1t,Ultec G.W.— West Palm Beach, FL 33407 J NAI rG�a6''1` Es-DDDs7t1 4 17-107 d' N'ALTER A.TILLR Jr.P.E 5 SHEET FLORIDA Lk.1 44167 P.E. SEAL jSIGNATURE/DATE_ _-__ _—___ _ -- — --- --- — —s— - —_—-- a—OF 20 ALTERNATE INSTALLATION V "T" LOCK 0 HV MALE FEMALE LOCKS CE TERMATES 8 & Lb:CKE S 22 WZ In HV BLADE * - SEE END CONNECTION DETAILS ON SHEETS 10 A/i-18 INSTALLATION n HV BLADE OUT tN '�/ °�"G`�5 BLADE 0SLACK PEU2 NVL,INS;DIED ON 57 EFf 6. W/ HD CENTERMATES '(3� . • I AS WEU.AS UNIVERSAL FLOATING BLADE©DETAIL I100-HIM. INDICATE.ON THUS SNEER,MAY BE USED WITH THIS ALTERNA ` ®a©�O�8 10•�� INSTAUARO DETAILFMB SHOWN!IN THIS SWEET. � EF3FT WALL GONNEGT1aN 1,10•®�®�®°'©•©°' DETAIL ON.SHEETS 10 t 18 00 ell I ©•O•©°•©•O•®°° (60e3 Te AILDY)Favu.' a 1 � 35*; 35* . °NCn�PTO/BOITONC) I - (OPTIMAL)---- --__-- tN-_ (4J�10+t/2•S. TO N6E EtOx3/{•SJAS.O'12- Ar FACH A1lctE Owl .-C.—LENG-. * I N (4)H.v. 33 - ^-— mN.srPAR.akN 30 HV "T" �. PINS(YP.) S ) /A. PINS(1YP:) y s s LASS ( to px 5LASS 3 LOCK (INSIDE) 1 A A Ia.L6NtFr o / i I 5 1 28 29 .1 1 /a• s pro• °/B 5 Q OUT 31 oa©2 ** I 33 31 oR 32 31 OR 32 35 31 oR 32 2 1/4"-0-20 x 1 1/2 S.S.M.S. rJ 35 k (ocoGNu) SEE NOTE 6 FOR NV LOCK 3 OUT HDC HVC W/ 7/8"0 x 3/32" WINGNUT. (op—mo HDB-HVB T'LOCK;ON.SKEET 5. *� SYMMETRICAL HD CENTERMATES ®0 HV "T' LOCK (OUTSIDE) 26 SYMMETRICAL HD CENTERMATES �/�'JA W1 * LOCK {EXTERIORI W/�A LOCK (INTERIOR) 1 SER45 9444 AI.UMNUY '-�* (2034-73 RIM)LARGE FLANGE THIN a�a©'OtaOn 10•®°° SHEET NUTSEMMANUFACTURED PART A WELD, /�10•®°•©•@-(9 0 m AS YR.PANRED By AYOEL MERRY ©•O'©Qy©'O•®m. 07054 PEQUAL O!(,NEW JERSEY 07054 OR EQUAL . 3 1O *SEE AIp1ES pN-LOCMNO Pp05©6 M JQ UICN6 ON SNEET 5 �.J \ 'k*UNhERS4.ROA.HC BVDE©rx7Ao.HOD-HVO LS A'At10 FOR AlL pFATiERMARS♦FVUGATIOIIS WM BLABSQ HDD—HVD�* FLOATING 'STACK dj° FE1 t1 p '- FLORIDA BINLDING CODE(Non Nigh Velocity Hurricane Zone 1 ............• � Ce'12017 EASTEP.N METAL SUPPLY, INC. ps .. e2a17 LTEaa.INC. BERTHA HVTm o.4 a' A S S A Accordion Shutter System L E C.O. rNc_ H.V. RAM#1.W/OR w/o kV.1MNDC7W e1Ane CJ - /�•r TILLIt TESTING & ENGINEERING COMPANY American:Shutter:Systems REV.N DESCRIPTION GATE 'DRAWN BY. L.C. ' �• _ ('�, 4\\\- 6355 NIY,36th.St. St,.3p5,.NRGINR GARDENS,FLORIDA 331E A$SOOIOtIOn� Inc. t OLD 15-085 7/27/1 DATE: 07/27/17 1 Ph n_:(305)871-1530' F..i(305)VI-1531 4268 Westrotlds'Dive 2 DRAWING No -.•ES/QNA ,�V`�j� (E1 "- I:ea°"oo.1— West Palm Beoch, FL 33407 3 .E rr/evor " WALTE EB-00671 A.TILUT Jr.P.E. a 1 7-1 C7 5' SHEET FLORIDA,Lie.1 44167 P.E. SEAL/SIGNATURE/DATE_ _____ --- - ----- -- `6- - ' -- — —B:OF-20- - POURED CONCRETE OURED CONCRE7E <--POURED CONCRETE POURED CONCRETE OR OR CONCRETE _ OR CONCRETE `/t OR CONCRETE CONCRETE BLOCK WALL f` ,'i BLOCK WALL REQUIRED �— i BLOCK WALL REQUIRED ( j' BLOCK WALL REQUIRED { REQUIRED / / •�- / / ( / �IXISTING GLASS / EXISTING GLASS ! 'I /// _ ' -� /� 1 2•MIN..J EXISTING GLASS CONCRETE ANCHOR' EXISTING GLASS { ]I''' L (. MIN.SEPARATON j iJ,; /, ——. —-5 `'�,./ 1, 1._„ —— -7 2•MIN / TO GLASS(SEE '1 /1 ,i1 _ c AHEV TO SEAS n ON � 1,1 s•x3-MAX. f ../ SCHEDULE OR BLAET 19SFOR I / ` SCHEDULE 0.N 7D GLASS(SEE SHEEI, / I!•'/ I SICTO IXE N sHEEr f / EQ 7n ED f TO MASS SEF 11 FOR 6AOE RAND �, .' / / j •' ND I I 11 FOR BLADE IDAND (6061-T6)CONT. BLADES�.&Q� / / 1ONFSHEET 19 BLADE OR + i/2" ON SHEET 19 FCft' eftJ ,ON SHEET 19 FOR ALUM.CLOSER 1 O 11 FOR BLADE SAND EITNfX 5 DE 1 �S 0&� PLATE. (LOCATE 1/2- AT ` ` BLADES OF,5) i EITHER SIDE MIN � ! : 1/2"MIN, OF(D) I �.A•USE I.OR 2"MAX. ®lOx 1/2•S:M.S_, ___- _ iJ10x1/2•S.M.S. I -- ALUMINUM CLIP ANGLE ® 16•D.C. a 16' O.C. { _ -� 4 } (1) #106 ALLOY)AT MIDHEIGHT' ` (2)1/4•0 TAPCONS.ANCHORS TO J( �V%% \r WALL AT 1"O.C. (LOCATE AT. ! SEE DETAIL.X FOJIO R 4) ) OR. • EITHER SIDE OF L/ J/ SIDE CONNECTION 1 � � OR W SEE DETAIL X FOR ) OR�@t SEE TO TRACKS DETAIL%FO 4, SIDE CONNECTION I ®"'©•�w®"10'®"' 6 10• w w 6• 7 w 9 p!10• TO TRACKS •, w 6. SIDE CONNECTION O �w 7 w;(a�w 10.,®w 10�® ®'®w©•�" .TD.TRACKS 10�®°A®•�®•®°° 10.'@w®.�3w®,©ui L I0•,LJ �•�'r©•®.°� ©•U7 •©w©•0•�'• �•O.©h©•O•®w . 8wP •®w�a7�78. ©.©w�:®w©.©w O,®°"Og.®w�•�w�•C7 ®�.®w®,®w�,�w©t® w®•® 8& ®a©® END CONNECTION QETAIL 03 END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL 20 •F REQUIRED ONLY FOR SPANS GREATER THAN 12'-0- POURED CONCRETE OR �. EXISTING EXISTING GLASS �' REQUIRCONCRED BLOCK WALL A GLASS 4 .4 .- � LAN SEPARATION. #lOx1/2 S.M.S'� ti;,..,,wr--,_______ TO GLASS(SEE 'J ® 16•D:C. Y. -_ (.9N.SEPPPAnON y�— -- i .OROOROOR SCHEDULE 0"SHEET \ TO GTASS(SEE __ M._.__ ,. 11 FOR BLADE C)MO CONCRETE �' 1/2"MIN, SCHEDULE CN SHEET r --- _T © O /- ON SHEE7 19 FOR ANCHOR®--- 11 FOR BLADE DAND 4 L ._ ) OR)3 OR'I OR j CONCRETE i ------ BLADES�&QA 12,O.C.,1` 1 rJ I N SIEET is FOR&FO _____ _ OR� 4 ANCHOR I \ /ED .. (D ® 16'`/\\\ O.C. rz'____ L ORS OR DOR .. -'2`MIN. � / 2"MIN -EO ♦ SEE UM ARONS OF USE FOR EW SHEET 19 - OR OR(qOR(5OR0 V )S 5 i TOR @NII PLAN DETAIL X 1 OR ®• ®n®w©.Ow®a1D•®e L POURED CONCRETE OR ®w©OO w©w10 ®w END INSTALLATION RCONCRETE EQUIRED BLOCK WALL �� 1G�®w®..®a�j:®w - 1©-0w w0 O•®w ( .HV BLADE OR HY WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETALL.5U Oa aJawO- wC� O� ;,A' "� NEC N 6 ®w� ®w�+� -� TAIL ate'® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02077 TILTECO.INC. ©2017 EASTERN METAL SUPPLY, INC. sF' BERTHA HVT, r I 1 L E C O N o: A S S A Accordion Shutter System ■ ■ ■ ■: FLY. MADE#1 W/OR,W/0 H.V.WINDOW RAM " o • ��J2 American Shutter System$ EV.N DESCRIPTION DATE DRANK TILLIT TESTING & ENGINEERING COMPANY Association, Inc. oto 15-085 7/27/1 DATE o7/27/17 6366 N.W.361h.54,91e:305.NMA GARDENS,'ROPnA 3316 Phone:(3O6)871-163DR(i .Fax:(306)871-1531 4268 Westroods 'Drive 2 .1�_SA'/L •�`}(�.� 111 a-moat 6Ree0000l.00m West Palm Beach, FL 33407 3 DRAWING No . ��NAL "�vil�L 1VPLTER A000�19r.P.E. 4 1 7-1 O7 `,Fi A/fl9tf'" FLORIDA Lie. 44187 S SHEET ----. P.E. SEAL/SIGNATURE/DATE- - — -- — — — 6 10 OF 20 SCHEDULE.41 SCH ULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN "L+" OR "L MAXIMUM SHUTTER SPAN* "L+' MAXIMUM.SHUTTER SPAN*"L+" (ft.). FOR�INSTALLATIONS, / gL OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS II�Tn ATION ND NOTES; & or CjJ) or(i3) INSTALLATIONS W/ P yy. SYMMETRICAL CE CONCRETE & WOOD (1) L+: MAXIMUM ALLbWABLE SPAN FOR A GIVEN W/ ONE H.V. .LOCK ® or ® ors�or 1® ® & W/ ONE WV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HO LOCK ®W/ NO LOCKING RODS Dr ONE HV LOCK or or L , MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMAI 28® 29 W/ ONE: W/ IN LOCKING RODS ® �R W/ NO LOCKING WALL A, 8, C, D, E, M. N, 0, P. .0, A.S.D. DESIGN PRESSURE RATING. F4J'T" LOCK 30 W/TWO LONG (SEE.NOTES t,tt) 005 MOUNTING F. K & L R, S, &V. RODS 35 TOP & BOTTOM EE (VALID FOR MOUNIING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN,FOR N1J((11''{P�G ••}} SHEET 7) FLOOR/CEIUNG G. H. 1, 11, J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING: CONCREII-&W00 INSTALLATIONS V CONCRETE&WOOD MOUNTING E4aluuu IMXuuEI NAXA1uu CONCRETE & M wsD.DEsroN XS.D.DESIGN IN TI wS.D,DESIGN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLDOP.CEIUNG P;IEssut:E WALL MOUMNO PRESSURE - DETERMINE MAXIMUM SPAN -L+" FROM SCHEDULE.. 1p1R"G - MOUNTING RATSWU & RA P-�R/GEI ONRG M0WITING -GIVEN A NEGATIVE A.S.D: DESIGN PRESSURE.RATING. (P...rJ _ IP.e./,) FLOOR/CEIUNG MOUNTING: (PAW DETERMINE MAXIMUM SPAN."L-" FROM SCHEDULE. (+.OR-). - (+OR-) (+OR-p 'FLOOR P11'MOUNTING A� l+ (fl) L-(ft) L f (A). L-(R) L.1 (fl) L-(fl) - "L-f (fl) L-(IQ 0 MAXIMUM SHUTTER SPAN"L+•OR"L-'FOR 30 0R.LESS i6'-0" 16'-O" 16'-0' 16'-0' 30 16•-0' '16'-0" 30 �6'-0" 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL.TO THE. 35 16'-0" d'-i0' '15-2 16'-0" 35 16,-Dq '1-o" ,35 15'-2' 6'-10" 105 PSI.AS.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+"AND "Lr.. 40 13'-10' 13'-10' 14'-2" 15•-2" 40 13•-10' IS-10 40 14'-2"` IS'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 IS-i" 13'-1" 13'-4• 14'-3" 45 13•-1" 13'-i" 45 13'-4' 14'-3- t W.CORNER CENTERMATE J3 MAY BE USED j COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5 12'-5" 12'-B" 13'-7' 50 12'-5' tY-5" 50 12'-3" IS-1' MOUNTING INSTALLATIONS.•LOCKING'SPECIFICATIO W/FLOOR/CEILING MOUNTINGS: 55 11'-10" 1 V-10" 12'-1" 12'-11" 55 1 V-10" I V-10' 55 IT-1" 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDIT FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 1t'-4" 11'-4' I1'-7" 12'-4" 60 11'-4' 11•-4" 60 10'-2' 10'-i1" NOTE#5,SHEET 5. RATING:. MINE 65 10'-10' 10'-10" 11'-I' 11'-11 65 10'-10' 10'-10' 65 9'-5" 10'-1' LI+i+-DETE -MAX:AX .SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'-6" 10'-9" 11'-5 70 10'-6" 10'-6" 70 8'-9' 1 9-4' - L2+='MA%.,SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" l0'-1" 10'-4" 1 1i'-1. 75 10'-1 iO'-1" 75 - 8I-8" t't'EX63T THAT MAXIMUM SHUTTER NSTALLATIONS. 80 0'-10' 9'-10" 10'-0' 1 10'-9" 80. , W-10" 9'-10" SPA14'L+'OR"L-'AND MAXIMUM A.S.D. DESING FOR A GIVEN NEGATIVE A.S:D. DESIGN PRESSURE 85 9'-6" 9'-6" 9'-.9" 10'-5" 85 9'-6" 9•-6" PRESSURE RATING FOR(NSTALLXnONS INTO CONCRETE RATING: 90 9•-3' 9•-3" 9•-5' 10-1- 90 9'-3' 9'-3' OR CONCRETE BLOCK SHALL SE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Lt_a MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0" 8'-9. '9'-2' 9'-10' 95 9'-0' 8•-9" LIMITED TO +64,-72 p_s.L AND 8'-0" SPAN, SEE L2-= MAX, SPAN FOR FLOOR/CEILING MOUNTING .100 8'-9" 8'-4" W-0" 9'-7- 100 W-9' W-4" MOUNTING MOON SHEET. 7. INSTALLATIONS. 105 8'-7" 7'-11' 81-9" 9'-4' 105 8'-7" 7'-11" 10 B'-4' T-7" 8'-7° -9'-2"' 110 ,8'-4" T-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115, 81-2' T-3" B' 115 W--2• -5" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN'"Li+",.12+", "LI-"AND "Lz-" 120 B'-0" 6'-11" 8'-2- 8'-9• 120 81-0. W-11"- (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-8' 8'-0" 0'-5" 125 7'-10' 6'-B ,ALLOWABLE;SPAN AND NEGATIVE A.S.D. DESIGN ISO 7'-8' 6'-5' 7'-10" 8'-1. 130 7'-8' 6'-5• PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7•-7• 6•-2• 7--9• 7-9 135 7•-7" 6'-2' WIND ,ZONE MINIMUM SPACING. 140 7'-5" 5'-11" 7'-7' -7'-6" 140 7'-5' 5'-11" ASTM E-1996 SEPARATION 145 7'-3" 5'-9• 7'-5' - T-3" 145 7'-3' 5'-9' TO GLASS 150 7'-2" T-7' 7'-4" 7'-0' 150 T-2" 5'-7" 155 7•-0" 5'-5• 7'-2" 6'-9' 155 7'-D' 5'-5 1 THRU '3. " 160 6'-11" 5'-2" 7'-1' 6"-7 160 6.-It" 5'-2" 165 6'=10" W-1" 7'-0' 6'-4" 165 C-10" 5,-1" 170 W-9" 4'-11" W-I I' W-2". 170 6'-9• 4'-11" 6•-7" 4'-.9• 6'-9" 0 175 -7" 4'--ISO 6'-6' 4'-8' S'-to" 180 W-6' 4'-B 185 6'-5" 4'-6" 6'-7" 5-8" 6'-5" 4'-6" H V B LA D E 190 6'-4° 4'-5" 6•-6' V`6 190 6'-4' 4•-5' 195 :6'-3" 4'-3" 6'-5' 5'-5' 195 6'-3" J-1- 2200 W-2' 4-Z 6,-4' S'-3' 200 6'-2' -2" 205 6'-t' 4'-I" 6'-3' -1 .205 6'=I" Z ��e� FLORiDA BUILDING CODE(Non. High Velocity Hurricane Zone ' ' 0:2017 EASTERN METAL SUPPLY, INC. 11 �. ....... 02017 TILTECO.INC. 4�CEN BERTHA HVTM -Ti" EC'O �N�. A■ ■S■A■ Accordion,Shutter System * H.V. BLADE#1.W/OR W/o H.V. WINDOW BLADE 't�a a,(S'Ir� s TILLIT TESTING & ENGINEERING COMPANY American Shutter SySt8f178' 'EY,H DESCRIPTION DATE DRAWN fiY:'MlO:Y. LG. <!__ :• •,� 6355 N.W.36th.St.,Ste.3D6,MGM WDENS•,FIAROA 3316 Association, Inc. 1 OLD 15-06$ 7/2711 DATE: 07/27/17 Phme:.(305)871-1530.Fox':(305)871-1531 4268 Westrobds Drive 2 DRAWING No ..A....... �(�� pi o-nail:tflteco9coLca n West.Palm Beach, FL 33407 a 1 7_ 07 Vy,o'11�{L Y 11 1' WALTER AOTILUTJ,P.E. 1 i 4 .� I'F,2 FLCRIOA G..1 44167 5 SHEET - P.E. SENLJSiGiSATURE/DATE _ — - - -- --- - ------6 - - --—r1 aF 20 •� 7:.4 IrAlI Lei�. _a f, .a, _ ••e •• Blom �[m mm ® mom ® im M'01 OMIMMI MIEN oom0000A o0000000 00000voo®®oOoOQOoOoAoO ®m000EiDE71®m000[EB[�6lmQYElBO[lto ®la"KE 000000000AOoOO�od mmmnn000d®mmmonooe�®mmEnonla �0000�o®®000000000000 000®0000000 000"Mm"W Oo dO�M® ®m[L1B0006�f�LlmmE10O[1i�®®WAO[lBOm®m000®BfLlmI�BEAOOBABICI """M ®®mmOB L�B0mQ7l7AO0®®®fI70[�B[� miI70®BO ®mmaf�imaBBO[7O®®®® .• asmmornomB®®mmEannv®®mmEionEa�o Kula reoinmwEl1131" BABEse9BA0la 00000 4 s00000HMFHEA oOool�®0000000000NENCEM oMR Inmoo ' ®®mmoo�nMICIM anIRME anmmAnns3o® m®BB®Bmm®M�m®, ®BBmoes®MIM1n o®000®o sun 000 n000mmW3-Ell®000®000m®o®oOBB�OoKN®M©0 Omm"131" ISM mmnoo®B®mM! "101Bmmm ....MAN mmQ7B[�OB mm00m[7B®mM- LOWEiAB6lm0®B 6iB mOm®BOBBOOmca" m [0®mENamm= o51313 M®BmmQIDODAB®mm00onQommonoa ooRomo ®m[0Ea®nar�a®mmEaEavBB®mWIDN""oawom® nlae®�mmEsmnBonoo"Mial m mm almm[a®�iQ ® EE101911 F�iv"WEIME:ln® ®rsSON "INIM IN ®m[00®I®QB Q9113021101BLEIBB -0 n6iO®iil®�®BQB`70i7MIUM®B ®mmi�mBO00000000�mmmooO�0000�0000000�oD000000HMO""0 : ., �.• ®miI H S as MICIMEMIEN®BaB®mml7rnBQ mmms�o ®nmmmQnB®Q®mom®®QBQDE7R7F�iB®BB m®mm®BQB r��lasn®oBB nmmBnnon�mmBBBnaB®��anBOB Bnaaoo�aoB ®malmBnBB®mmBFm BB®mmsnnoBB®mm©BBaB®mmEamBBBresnnon�B® ' ®mm®nnBBmmmEa®QQBmmmElmB BOm MIN mmmOBBOOBmQ1El1BBBB®mmOBn®n® EEd�Bnla []mBBB AmmnM BEI[i ME M1011OmmE!®BB mmmAmOBQiblmf000QQB®[�B QQiSQlmm®OBQBBB<1E7®®QBB ®®m®mnoo®®®uan®QeaBnmmonnnB®mgg��onBBn®mmr�©nQBon®saB®mB 191101 mW nnliQ®mmB nQ ®mmE1BQOB® ©n®Qa=gag"mppBBBBBE7IE�®Ims BBB®mQ7EllonBo60RE#KaM MMQnmElm®== MUIMB®BBQ" in Md0 0000®�0000mAppooClBo®000000®0000��o®®000 ®®R000IEN" ' ®m®QB OB®®E]BOOQB®mmBOQQQ�]mBBQ Q� BBB Qi� Ommmoomm mmmBnnQn®miL7BBQOB®OBnBBBB m60�BQQBB OABmL�IQiIB ®0m®BBBI>>Q6l®®mIB BBB®miaBBBCIBEmt�QQBQOOfHBmnnBBnBE�LF7®BBBd ®Qon0000m0000Oo o®000000® pQBBoBQooaUMMMMBM ®n®B®oABBo om©QoQnoommmBnBnQ®mtI]BBQQO�mQnBQL'SlWam mmmm lol 0®Boom MMMMMMMM=MBa mmms QOBBBg®mQB000 ®mQBmMmm" In BQ�aBp®Q®BBoioam BIEN oM MMILIM ®mBBnnl�oalmQB®nQ almnn B®msanBQclBmm®BnQ laonnnMIN M" B®mBBnn®Bmm®BBnB mmBB ®BnBQBiLlmlllBBBnBQImOBBnBn®aBBnBi�OMMQBQQQQDAMl MIUM Q7mQB®BnBmmQBBQQB®mQBenoBB0E7QCMBBQn[,BQOnBiiBOABOnBBB e e an law �00000000 o®000MMINM US oo00000000m®oaQio��oo®000000 ®Um M Mo ®mBBnQQB =MQQB n BBBOBN ®BB BBQ la®BBBo ®coonBoo®QQnBnon saQQBOQ®m®® BB n MM IN oaoi®offimmm�n000000®000=on s00000iammmu®Woon® ®QQBQQsaQ®BBQnQQQ®QBQnQBomBBBQQanmQBQBQsano®© IN M ®OCOEE s0Up�Nune000HE====== iioo'00000�®oo®oonBon000l�ioo o®®o®oold000®0000al s00000� mo®n=WS co®0000nQMM0000i � t � e � rI • �'®_ MAXIMUM ANCHOR$ SPACING (in:) SCHEDULE FOR.A'GLEN MAX. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A s n DESIGN NEGAME PRESSURE RATING AND A CORRESPONDING AIOUNRNG TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS .(SEE NOUNDNGS E'0;&H ON SHEETS 6&7) 1.ANCHORS TO.SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRIEEJCONCRETE BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Min.Pc 3 ksi) 144XMU4 EOWALL SILL MOUNTING- ©CEILING MOUNTING QH FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AS MANUFACTURED BY I.T.W.BUILDEX. (Mn. rc>3.ksi) SPAN - - ANCHORS:SPACING LEGEND 1/4"0'a 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS.SCREW,BOLT&-SPECIALTY COMPANY.(Mtn.Cc=,3;ksi) (ft) SD..OQS NEGIIVE I'RO;MRE RATO& a/) A1.OE51(d!-NEGiNE P[✓E.Il1fiE MTIBG .. .0.OF.SGII NEOMIVE PBFSfihiE-Mt910 pat -1J4"0'BLUE TO CONCRETE ANCHORS lY/CAP AS'MANUFACTURED BY FLORIDA FASTENER5 DIRECT,INC.(Min.Pc Z w) - TAPCON A OR 40 60.ZS 90 120 160 205 30. 40 60 '75 :90 120 16v 205 JD 4D., 60 75 90.;120 160 205 TAPPER+Y 6HORS AS MANUFACTURED BY POWERS FASTENERS, INC.,At4d WITH TH BY ALL.N SHUTTER REW,:BOLT A SPECIALN .. TAPCON lYRH ADVANCED. COMPANY OR ANY OTHER.APPROVED.LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE FAIERIGAN SHUTTER SYSTEMS ASSOCViTION,INC: 14' 12 10 '9' '8 S. 6 5.5 _14 12 t0 S. 6 e 6 6' 14 12 10 9' 0 .e .6 6 IRREAD50RAI,TECHNOLOGY ' 3'-0' 14 12:_10 9 8 e '6 6 tt 12 10 B' B 8 6 6 14 12 J09 8 '8 6 8' (Min,.Ve-.3.ki, OR;IE55 14 12 10 9 8 8: 6 6 14. 12 '10 9' a 8 6 6 14 12 ALL POINTS SOLID-SET14 12 10 9 8 8 6 7 14 12' 10 9 8 8 6 6 14 12 8 86 8 BLUE TAP W/CPP NOTES:1412 109e 7 5.535 14 12109 -8 8 6 6 14. 12 a e 6 5 TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF ANCHORS I T1. 1/2 WRH AOVANC(:D THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS1,:3/4,AND fOft BWE TAP W/CAP ANCHORS 15 t: 1/24' " 14 12 10 9 0 B 8 e {4 12 10 9 B 8 6 6 14 11 8 e B 5.514 12 f0 9. e a 8 4 :14 12 10 9 .8 8 6 45 14 11 e 6 4 35 A2)MINIMUM EMBEDMENT OF 1/4'0 x3/4 ALL.POINTS SOLID-SETANCHORS SHALL BE 7/B'INTO THE POURED CONCRETE NO EMBEDMENT 14 12. 10 9 a 8 5 4.5 14 12 10 9' 8 'a 6 55 14 12, 8' 6 6- 45 INTO STUCCO SHAD-BE PERMITTED.1/4'0-2D S.S.-MACHINE SCREW'USED SHALL BE:1 1/2''LONG MINIMUM$HdULD:SriIC00. 14 12 10 9 7.5 5.5'3.5 - 14 12 10 9. 8 8 e 5 14 12 AO 9 8 7 5.5: 4 4:5EE'tw0A00N5 OF U6E FOR EXIST;AND I"'MINIMUM FOR WALLS WITH'.N0 STUCCO.. 14 '12 10. 9 B 8 8 6 14 12 10 .9 _8 8. 6 6.5. 14. 12 10 ,9 e 5 8. 4.5 9tA0E'�0N 6HtFf 19 5'-0' yt 12 10. 9 e 2 '4 - 14 12 10 9' 8. 0:5 5 3.5 14''12 10 8 6.5 5 3.5 3 A.3).IN CASE THAT PRECAST,STONES PRECAST.CONCRETE PANELS,PAVERS OR.ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 12 10 9 8 7.5 4.5 - 14 12 10 .9 8 8.- 0'14.5114 12 16 9 .8 6.4:5. .75 ANCHORS SHALL BE.LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID'WALL FINISHES.ANCHORAGE SHALL.BE AS INDICATED ON 14 .12 9.5 7.5 6.5 4.5 - - IA 12 10 9 8 7Jt 55 4 t4 '12 10 9 0' .6 4.5 35 NOTES',At)B A.2)ABOVE FOR INSTALLATIONS ON VINYL SDING'.OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR , 6�-0" 14 12. 70. 9 e e 8 - 14 12 10 ,9 -e 1 6 5. t4 12 10. 9 e 8.5 5 3.5 INSTALLnON INTO EIFS WITH.METAL.STUDS SEE SHEET 20. 14 12.IO' 9- 7,5 S.5 3 - 14 12 10 0.5 .7 5.5 4 J 14 12 8 6.5 5.6 4 3 - 14 12 10 9. 8 6 - - 14,112 10 .9 6. 6.5 S 3.75 14' 12 10 8.5 8 5 4 - (B) TO EXISTING'CONCRETE BLOCK:'(ASTM C-90) 14 12 a 6.5 45 J - 14 T2..10 9 e 6.5 4.5 }5 14 12 f0 6 7 .5 J.5 3. - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED.BY I.T:W.BUILDER. 74' 12' 10 9 -5 8 - - 14. 11..iD' B e 7 .5 4 14 t2 10 9 2. 5.5 :a J. - 1/4%s 3/4"ALL POINTS'SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,,BOLT&SPECIALTY COMPANY: - 1/4'0 BLUE TAP CONCRETE ANCHORS.W/`CAP'AS MANUFACTURED BY FLORIDA,FASTENERS DIRECT.'INC. 14 12' 10 S. 6.5 4 - - 14...12 9 75 6 4.5 3.5' - 14 COS 7 5.5 4.5 3.5 - - - 1/4"0 TAPPER+'ANCHORS A5 MANUFACTURED D1'POWERS FASTENERS INC.,AND DISTRIBUTED BY.ALL POINTS SCREW, BOLT&SPECIALTY 14 '12.'10 85 7 4 - - 14.-12 '10, 9 7.5 5.5 4 14. 12'. 9 7 7.5 4.5 - 14 t1. ?"55 a.5 - - 14' 12 10 9 7,5 5.5 4 - 14 12 9. 7 9 45 3 COMPANY OR,ANY OTHER'.APPROVED..UCENSED OR AUTHORIZED VENDOR REGIStERF,O WITH THE AMERICAN-SHUTTER SYSTEMS ASSOCWAION,.INC. 14 12 10 _9 8 6.5 - 14.12 10 9 1 B 6 1 4 - 14 12.10 a 6.5 --5 1-5 -. _O. NOTES:, 14 12 8.5 ;7 5.5 3 - _ L4 12 8 6.& 5.5 4 1 3 12.5 9.5 8. 5 4 3 14 12 9.5 75 a - 14. 12 9.5 8 6.5 5 _ - 14 12 8 6 6.5 4 8.1)MINIMUM ADVANCED CONCRETE BLOCK H RS IS 1,BLUE TAP W/OAP ANCHdR5.AN0 TAPPER+'ANCHORS IS 1 1/4.".AND TAPCON WITH ADVANCEd THREADFORM TECHNOLOGY ANCHORS IS 1 13, V.S.6,5 5 3.6 - - - 14 12 .10" 8 05 5 - 14 '12 a 6.5 9,_D. 14 12 10 9 6 - - - 14 111v B- 75 45 - 14 12 8.5 .7 55 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/+`ALL POINTS.SOLID-SET ANCHORS SHALL BE ENRRELY EMBEDDED INTO THE'.CONCRETE BLOCK.NO 14 115 7.5 6 4 - 14 11 7: 5.5 5 3:5 - 111 8 5.5 4.5 L5 - EMBEDMENT INTO STUCCO SCULL BE PERMITTED.,1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2",LONG MINIMUM SHOULD STUCCO 14 112. 8 6.5 4.5 - 14 12- 8.5. 7 5.6 4 14 105 7 5.5 6 4.5 - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 8.5 5.5. 4 = - - - 14 112 9 4.5 - 14. 11 7 S.5 4.5. 35 14 12 w 9 7.5 - - - 14 12 10 8. 6.5.5 - - 14 12 8 6 5. 4 - - 9.3)IN CASE THAT PRECAST STONE:PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER.BE FOUND ON THE EXISTING WALL OR FLOOR. .14 10.5 7 5 3.5: r. - - 13 9,5 6.5, 5 4 3 - - 10 75. 5 4., 3 - - ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID'WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON; _ _ _ _ FOR INSTALLATION INTO EIFS WITH METAL STUDS.SEE SHEET 20. GINEER 14 71 7.515.5 14 t.1:5 9 6. 5 4 2.9 9.5 -6 5 4 4 NOTES 8.1).&8.2)ABOVE FOR INSTALIAT!4S ON VINYL SIDING OR EIFS WITH OR.WITHOUT METAL STUDS CONSULT THIS.EN 10.5 :8 5 14 12' 8' B.S 5.5 4 13 10 6S 5 4�..'3 14 12 10 - - - 14 12 9 7 6 4'.S - - 14 10.51 7 5.5 4.5 13,5' - (C) ANCHORS'.SHALL BE INSTALLED FOLLOWING ALL OF THE RECDMMENDATIONS.AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, 125 9.5 5 12 9 6� 4:5 4 3 9 7 a5 J.5 3 I4 10: 7 - - - - - 14.10.5 '7 5:5 4.9 - - 11.5 8.5 5:5 4.6 3.75 - - - 9.S 7 4.5 - 14 tt5 7.5 6' 5 - 12 9 6 4.5 ,a - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCES(ED.)VFASIS SPACING RELATIONSHIP FOR ANCHORS. 12'-0" 14 12 10 - - - - - 14 12 'e 6.5 5.5 - - 73. 10 65 5 .4 - - - Fnr.P.DISTANCE YER�U�SPADING SCHEDULE FOR ANS,HOR$ 11:5 6.5 4.5 - - 11 8 5.5 4 3.5 - 8 6 4 .7 MAXIMUM ANCHOR•SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW:FOR E:0.LESS THAN THE INDICATED.REDUCE ANCHOR,SPACING 13.9 9.5. 8 - - - - 13 9.5 6.5 9 4. - - - t05 6 5 4 -. - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - --' - - - 74 10s 2 5.5 a.9. - - - n es 55 4.5 3.5 - - - REDUCED SPACING.OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDIC4TED..FOR EACH ANCHOR TYPE 13-0" 14. 12 - - l4 1157.5 6 5 - - 12 9 6 45 4 - . '. . 'FACTOR- 10.5 10 7.5 5 4' 3 - - 7.5 5,5 4 3 - - - ACTVPI. TAPCON WITH ADVANCED TAPPER + 12.6 65 - - - 12 0 .0.4',5' 4 - - 9.5 7 5 4 - - EDGE TAPCON ALL POINT$OLIO,SEf BLUE TAP'W/CAP :e 6 - - - - 13'.9 6.. 5 - - - - to.6 7.5 5 4 - - - - DICTANCE THRE>,OFORM TECHNOLOGY :... MIN. SPACING _ _ _ _ Y B � E.D. MIN.SPACING 3" MIN.SPACING 3" ..MIN.SPACING=3 1/2'. MIN.-SPACING=3' 3 3/4" 4' I4 12 - - - - 14 105 7 S.S - - - 11 8.5 5.5 4.S - 19'-0' 10 1.5: - - - - - 9 7 4.5 3:5 - - - - 7 9 3.5 3 - - - - V -BLADE W/ POCONCREIE'BLOCKRED CONCRETE ro1Aan 1E CO11CFiElE BLODI POURED C ETE 6LOC CC& POURED coRETE 81ACK CONCRETE& BLOCK 11.5 e. - - - - - - tt a 5.5.4.5 - - - - 9 8.5 4S - - - - ' HV W DD MN ED."3' MN E4•3 1/2" MN E0.=2 1/Y MN.EA."3 1 MN.'ED.=3' tltl ED."J 1/2'MIL E0."21/2' 75 _ - - - - - - 12 9 a - - - - 9.5 7 45 - - - - 3r 1.0 0.90 1.0 0.78 1.0. 0.84. 1.0 - - - 3.5 10. 65 - - - - - 10.5 B 5 - - - - BLADE' WORKING' 15•_D, u - _ - s.5 5 3 - - - - - 2 1/2" - 0.81 1.0... 9 - - - - - - - 83 6:5. 4: {N.UNISON ♦ - 0.87 1.D 10 - - - 10.5 8 5'. '6 4 - _ - ._ .2" - 0.71 - - - .. 0.51 7. - - -.:. - - 11.5 8.5 5:5' - - - - 9 8.5 4.5 -. _ - '1:3/4' O.B1 - - 0,43 T 1 2". .0.35 0.35. . 16'-0"14 _ - - - - - t2.5 9'.S 6' - - - 10 7.5 5 - - - _ _ _ 8 _ _ _ _ _. 8 6 .4 - - - - 6 4.5. 3 - - - - - _ 9.5 - 9.5 7 5. - -p - FLOROA BUILDING CODE(Hon: High Velocity Hurricane Zone ,11,1T�1A`.(CC,`L.. r/, �_ 02017 1iLTECO,INC. 02017 EASTERN METAL SUPPLY. INC: i.`. EA�s�._( y BERTHA HVTM i E c o A SS A Accordion Shutter.System 0, 1(v c: ■ ■ w H.v. BLADE#1 w/OR W/o H.V.WI DW RAM �a ° .Am'erican Shutter Systems a% ci 7- '� ' TILLIT TESTING & ENGINEERING COMPANY Y Ev.:rv6 oLswlPnox .DACE DRAWcian. Lc. i-�p TA OF �• �• 6355 NYI.36%h 6L.5t<.305,a1RGNAo&RDENS.,PLORIDA.33i6 AssoCidllon, Inc. 1 OLD 15-OB5 7/27/) DATE 07/27/17 !' 4268'Westioad9 Drive 2 P11 ne:.(3os)671-1s3D.Fox (309)871-1531 DRAWING. No fn1a OgIpR ,. `k,, 1lC -mall:wo.. M.eom West, Palm Beach, FL 33407 3 ��,v1111 YlALIER AOWBrt1.tr.P.E: 4 7-1 07 1-: ��1 �NG FlORIDA LiO,g 44167 5 SIIEET- P.E.SEA 6tiib$E-DATE--- ----- -- - - - - -. - -- - 6 13 .OF 2O MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A S D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE)JOUTITING5 1,J.K k L ON SMtT 7) POU CONCRETE POURED CON CONCRETE BLOCK ANCHORS SPACN_LEGEND 1 W�OaEf19�k 1 TR[NCH Oj RAINGUARD MOUNTING (RK WALL/FLOOR MOUNTING ©WALL/VIALK OVER MOUNTING TAPCON OR 0.0F3241I NE9+anE_PRMIM MMI(p SO,_CMG14 NEGATNEPRMRE ROM A5.0.6mo11FCcarh'Phi mE tam, (as TAPCON WITH ADVANCED , 30 406 60175 190 1120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205`30 '40 60 75 90 120 160 205 THR ADFORM TECHNOLOGY 14 12 9 8 6., 8 6 12 12 12 t2 12 15 0.5 6.5 7 7 7 7 7 -7 5.5 5 5 '5 5 .5' S' 5 5 ALL POINTS SOLID-SET 3,-0" 14 12 10 9 a B. 6 6:12 12 12. 12 12 12 9.5 7 7 7 7 7 T 7 7 7 5 s 5 s 5. s 5 5 BLUE'TAP R LESS 14 12 10 9 8 8 6 6 12 12 12 72 a5 8 G 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 14 12 f0 9 8 B 6 6 12 12 12 12 12 f0 7.5 6 7 7 7 '7 7 7 7 7 5 5--5 5 5 5 5 5 TAPPER+ I4 12 10 9 8 8 6 6 12 12 12. 12 15 8.5 6.5 5 7 7 .7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 4._G. it '12 .10 9 8 8 6 6 12• 12 12 12 12 B.5 7 5.5 7 7. ]. 7 .7 7 7 7 5 5 5 5 5 5 5 5 - _ I4 12 10, 9 S. B12 12 12 B.5 8 6 4.5.3.5 7 7 7..7 7 7 6.5 '5 3 5 5 5 5 5 5 5 14 12.. 10 9 B ,8 6 6 12 12 12 12 IO 75 5.5 4 7 7 7 .7 7 7 7 5.5 5 5 5 5' 5 5 5' 5 14 12 10 9 8 .8 6 6' 12 12 12 11. 9 7 5 4 7 7 7 7 7 5.5 4, 3 5 5 5 5 5 5' 4 J S'-O 14 I2 fO B e 8 6 6 12 12 T2, 12 10 7.5 5.5 4 7 7- 7 7 7 7- 7 7 5 -.5 5 5..'5 5 5 5 14, 12. 10 9 8 8 6 :6 12 12 9.5 7.5-. 6 45 3.5 7 7 7 7. 7 7 5 3.5 5 :5 5 5 5 5 5 14. 12 10 9 8 8 6 6 I2 12 12 9.5 8 6. 4.5 7 ''7 7 7 7 7 5.5 4. 5 '5 5 5 5 5 5 4 * SEE ANCHOR 14 12 10 9 8- 8 6 B 12' 12 15 9 75 5.5 4 3' 7 7 7: 7. 7 4.5 3.5 - 5 5 5 5 5 45 35 - SPECIFICATIONS 6'-0. 14 12 10 9 8 8 6 6 12 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 - 14 12 10 9 6 8 6' 6 12 12 8 5 5 4 5 7 7 7 7 7 5.5 4 5 5 5 5 5 5 4 J 14 12 10 9' B 8 6 6 12 12 f0 6 6.5 5 .75 - 7 ,7 7 7 7 6 4,5 - 5 5 5 5 S 5 4.5 - 14 12 10 9 8 8 6' 6 12 12 10. 8 6.5 5' 35 - 7 7 7 B5 5.3 4 5 5 5 5 5 4 3. 7'-0• 14 12 10 9 a 8 6 6 t2 12 t2 a-5 '7 5. 4 3� 7 7 7 7 7 7 7 6 5 5 5 5 5 14'12 10 9 8 6 6 6 12 10 6.5 5 45 3' 7 '7 7 7 65'..5 3 5 5 3 5 5 5 3.5 3 14 12 10 9 .8 B. 6 6 12 12 8.5 75.5 4 - 7 .7 7 7 7 5 - 5 5 5 5 5 5 4' Q VALID ONLY FOR UP TO +70,..-75 14 12 10 9 6. 8 8 - 12 12 8.5 7 5.5 ,4 :3 7 7 7-5.5 4.5' >3 - '.5 5 5 5 45 3.5 - PSF A.S.D DESIGN PRESSURE 8'-6„ 14 12 10 'B 8 B 6 - 12 f2 0.5 7.5 6, 4.5115 7 7 7' 7 7 7 7 4 <5 5 5 5 5 5 5,. 5 RATING & FOR SPANS PER 14 12 10 ':9 B 8 6 - 12 9' 8 4:5 4 :3 - - 7 7 7 7 6.5 4 - - 5 5 5 5 5 4 J. - .SCHEDULE #3, SHEET 11 14 12 9 8. 8 6 - 12. 11 7,5 5 5 .75 - 7 7 .7 7.5 6.4.5 - 5 5 5 5. 5 45 - 14 12 10 9 8 B - 12 11.5 7.5 6 5_35 - 7 7 6.5 S 4 5 5 5. 5 .4 3 9,-G„ 4 12 9 6 8 - 12. 12 9,5 6.5 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5. 5 5 5 5 5 5 4. 12 f0 9 6 8 0.5 8 5 4 3.5 - 7 7 7 B 5 35 - 5 5 5 5 S 4 3 14 12 10 9 8 8 I2 1D 6.5 5 4.5 - 7 7 7 65 5.5 - 5 5 5 5 5 4 14 12 10 9 8 B - 12 0.5 7 55 45 3.5 - 7 7 55 4.5 3.5 - 5 5 5' 4.5 -1 - 101-0'14 12 10 9 8, '8 - 12 11 BS 6 5 3S - - 7 7 7. 7 7 7 45 - 5 5 5 8 5 5 5 4.5 14 12 10. 9 8 8 - 95 7 4S 35 3 7 7 7 55 45 - 5 5 5 5 4.5 3:5'. '- 14 12 TO 9 8 8 12' 9 6- 5' 4 - - - 7 7. 7 6 5' - - - 5 5 5 4.5 5 - 14 -12'10 9' 8 8 - - 12 9.5 6 S 4 3 - 7'. 7 5 4 '3 - - - 5 5 5' 4 3.5 - - 7 11,-0„ 14. 12 10 9 8- 8 - - 12 10 7.5,5 4.5 3.5 - - 7 7 7 7 7 7 3,5 - 5 5 5 5 5 .5 5. 4 1412 '10. 9B 8 - - 11044J - - - 7765 . - _ - 5555 . 3 - - HV BLADE ONLY 14 12 10 9 8 8 - - 11 B 5.5 4 - - - - 7 7 7 5.5 4.5 - - - 5 5 5 5 4,5 - I{ 12 10 9 8 - - - 1.5 8.5 5.5 45 3.5 - - - 7 7 4.5 35 - - - 5 5 4.5 3.5 3 - - 12'-0„ 14 12 10 9 6 - - - 12 9.5 6.5 5 4 3 - - 7 7 7� 7 7 8 3 - 5 5 S 5 5 5 4.5 3.5 14 12 10 9 8 6 6- 4 J 7 7 55 4.5 15 - 5 5 S 4.5 4 3 14 12. 10 9. B - 10 7.5 5' 4 - - - - 7 7 B5 5 5. 5 4 14 12'10 9 8 0.5 8 5 4 35 - 7 6.5 4.5 3.5 - 5 5 45 }J5. 3 13,-0„14 12 10 9 B - - 15 8.5 6 4.5 3.5 3 - - 7 7 7 7 T 4.S - �S 5 5 5 5, 5 4.5 SS 14 12 10 9 8 7 5.5. 3.5' 3 7 7 5 4 3 S 5 S. 4 3 14 12 10 9 8 9 7 4.5 .75 - 7 7 55'4.5 5 S 5 45 4 14 12, 10 '9 - - - 10 7.5 5 4 3 - - - 7 6 4 3 - - - 5. 5 4 3 - - - 14'-0„14 12, 10 9 - - - - 0.5 B 5.5 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 J 14 12 t0 9 6.5 5 'J 7 7 5 3.5 - 5 5 5. 4 14 12 10 9 - 8.5 6.5 4 7 7 5 4 5' 5 5 4 14 12 10 - - - 9 7 4.5 3.5 .3, - - - .7 5.S'3.5 - - - - - 5 5 3:5 3 - - - - 15'=0„14 12 IO - - - - - 10 7.5 5 4 .3 - - - 7 7 7. 7 7 35 - - 5 3 S 5 5 5. 4 3 14 12 10 - 6 4.5 3 7. .7 4.5 3 14 12't0 - - - - 8 6 4 - - - - -. 7 7 5. - - - - 5 5 5 .4 - - - I4 12 10 - - - - - B,5 6.9 4 }.5 - - - 7 S.5 J.5 - - - - 5 5 - 14 12 lO 7 7 7 7 6 3 - - 5 5 ,5 5 - 14' 12 10 - TT 4.5 3 7 8.5 4 5 5 {'. 3.5 - 14 12 10 - - - - - 7.5 4.5 .75 - - - - - 7 LdA. - - - - -5 5 4.5 - - - - FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone .... i- 02017 TILTECO.INC. a2017 (ASTERN METAL SUPPLY, INC: 'T10ENSF BERTHA HVTM IL EC O,N A.S.-S.A. Accordion System H.V. BLADE#1 W/OR W/O H.V. WINDOW BLADE ' J7J "`� TILLIT TESTING d6 ENGINEERING COMPANY American Shutter Systems EV,N DESCRIPTION DATE DRAWN BY: LC. 1 Q "� ', 6355 N.W.361T.St,Ste.305:MRGIMA GIRDOiS,FLORIDA'3318 Asecatuticn4 Inc.. '1 OLD 15-flQ$ 7 2T/1 DATE: O7/27/17 Ph-:(305)871 1530.FOR:(305)871-1531 4268 Westroods Drive - '2 DRAWING-No "1SS� .... ��1 f1111 -.i AI°nDuC-1 P.E. West Palm Beach, FL 33407 4 ONAL EN 17-107 FLOPIDA Lie.f9 A-4167 5 SHEET P.E. S�lC/3TGNAYURE/DATE ^ __ _ __ __ - -6-- - - -`74-OF 20- MAXIMUM A.S.D. DESIGN PRESSURE RATING (p_ ) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GNEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, (SEE MOUNTINGS ON SHEETS 16& 17), Z�E; L--J Bic-T Fz�*, E . SOUTHERN PINE ND. 2'WJ MIN. G=G.55; SPRUCE PINE FIR NORTH SPRUCE SOUTHERN PINENo. SPRUCE PINE SPRUCE. INE, 1/2" MIN. COX PINE FIR SOUTH 2 1%MB4.G=0.55, FIR NORTH FIR SOUTH W DOUCGLAS nR W/ M DOUGLAS FIR W/ MIN. G=0.50 /.MIN. G=0.43 W/ MIN. G=O.36 PLYWOOD MIN.G-0.50 W/ MIN. G=0.43 W - MIN. G-0.36 MAXHV SP94 01) ALL MOUNTING72!1 CEILING MOUNT T WALL MOUNTINGS: CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, 0 & R Y OOR MOUNTINGS M, N. O & R FLOOR MOUNTINGS M. N. O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL.IAOUNnNGS e.0. WALL MOUNTINGS 0-0. WALL MOUNT1NCS W& X W & X W &.X .- P & Q. S&V S &V - S&.V Dsa Nmml 8739R Em Viij ,[L901 RWX MMF-FIR,(W) DWI IFTAfie_MMff 04 M AS➢..TIM FA V FMK PA1C M .TZI IMME FPc41Id RM M .O M MME m5sm PAW(F4 cm WAW Rmff U10(c�SA 6L90 HwK P84DR W N(F4}A56 OLWI N7AM'RELRFd P.9ryG(y9J 30.4 60 5 90.106 30 40 60�5 90: 05.30 40 60 75 90 05 30 40 60175 90 05 30 40 60 75 90 05 30. 40 60 75 90 OS 30 40 60 75 90 05 36� 40 60 75 90 05 30 40 60175 90 05.30 90 60 75 90 05 '-0'OR LESS 12 10 9 8 8 6 6 6 6 6. 6 12 10 10.9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 ,6 6 6 6' 6 6: 6 5 ;4 4 4 3 12 12 12. 12 12 12 12 12 1.2 12 12 12 12 12 12 12 12 12 4'-0' 12 10 10 9 e, 8 6 6 :6 6 6 6 12' 10 10 9 8 8 6 6 6 6 6 6 72 '10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 t2 12 12. 12 12 12 12. 12 12.12 12 12 12 12: TT 5'-0' 12 10 10 9 8 8, 6 6 6 6• 6 5:5 12 10 10 9 e 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 12 12 12 12 12 12 12 12 I2 12: 12 12 12 OX 6'-0' 12 10 f0' 9 8 6.5 6 6 B 6 5.5 4:5 12 10 10 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 6 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 12 12 10 8:5 7'-0* 12 10 10 9 6.5' 4 6 6 6 -.5 4,5 4 12 10 10 9 5. 3 6 6. 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.5 8.5 7.5 12 10 7.5 4.5 3 6 6 .6 5 4 3.5 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 12 12 12 12 12 12 11 9.5 12 12 1,5 9. 7.5 8.5 9'-0' 2 10 10 5 3.5 6 6 5.5 .5 3.5 3 12 10 9 4 - 6 6 4.5 4 3 3 12 IO 4 3 6 6 4.5 4 3 3 6 5 3:5'- - 12 12 12 12 12 D: 12 12 12 1: 9.5 8.5 12, 12 10 8 .6.5.5.5 12 10 4 - 6 6 5 4 3 - 12 10 6 3 6 - 12 12 12 10. 8L5 7.fr 12. 12 9 T 6 5 I V-0" _12.10 5.5 - 6 6 4.5-' - 12 10 4.5- 6 5.5 3.5- - 12 10 r - 6 5.5 4 - - 6 5. - 12 12 12 12.10 8.5 12.12 12 9.5 8 7 17-0' 12104:5.- - - 66. 4 12703.5- - 6b3.6- A7L1290 - 653.5- - - 68 - T212121.59.581212118.576121.57.56 54 13'-0' 12 10 - 6 6 - 12. 1D - 6. 4.5 - 7.5 - - - 6 4 5 - - 6 4:5 - 12 12 12 lO B5 Z5 12 12 108. 6,5.14'-0• 12 10 - - 6 5.5 - - 12 7 - 5.5 4.5 - 7 - 5.5 4.57.5 6 15'-0 12 - - - 6 - 5 - - - - - 5 - - - 616'-0' 12 - 6 - I2 - 5 - n HV BLADE OR n HV BLADE W I� HV WINDOW BLADE WORKING IN UNISON* •SEE UM11A110NS OF USE FOR 6 E A ON SNEET 19 t NOTES ON ANCHORS'REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOUP WOOD SOFFIT SHALL.BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST.OF THE FOLLOWING:' -SOUTHERN PINE No.2 W/G-0.55(N.U.5) 1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EM13EDMENT AS INDICATED.AT -DOUGL/S FIR W/G-0.50(N.D.S.) EACH SECTION ON SHEETS 16&17, -SPRUCE PINE.FIR HORTM.:W/G-0.43(N.D.S,) E)(CEPTION:'SEE NOTE 2 BELOW. -SPRUCE PINE FIR.SOUTH W/G-0.36;(N.D.S.) 2.ANCHORS TO HOLLOW CEILING SHALL BE/5 PER MOUNTING:TYPE U,SHEET 17 AND SHALL CONSIST OF -MIN, 1/2'CDX•PLYWOOD.(1906 APA) LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. 4.ANCHORS SHALL SE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA.BUILDING CODE(Non High Velocity Hurricane Zone 01 02017 TIl7ECC.INC._ . -.' ��p 02017 EASTERN METAL.SUPPLY, INC. vc NSF. BERTHA HVTM A,S,S,A, Accordion Shutter System H.V. MADE#1 W/OR W/O KY.W INDW ROAN TI LLIT TESTING & ENGINEERING COMPANY American Shutter Systems. EV...N DESCRIPTION DATt DRAWN.BY. L.C. Association, Inc. I OLU 15-Da5 07/27/17 DATE. 07/27/17 Q ,! 6355 N.W.3Tlft SL,Ste.303,WRGINN GARDENS:FLORDA J316 4,268 Westr6od9 Drive 2 1 Phone:(305)871-1530..FOR:(305)871-1531 DRAWING No r e-mail,6Recovoo'com West Polm Beach, FL 33407 3 1 7_'07 ...... �\ 1I1I EB-0006719 •V.70NAL E0 o YfALTER A.k,j 4 1-1 4 - 11 RORIDA UI §J.P. 5 SHEET P.E._SEAL/3t�i1dA1URE/DATE____' _ _ -- -- -- - - -- a 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & ff1A HV♦ BLADES AS, APPLICABLE SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH H BLAD 1 ONLY SHALL WALL nylsN BE LIMITED TO 105,0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN A --,t /4.0,ravcoN OR A.S.D. DESIGN PRESSURE RATING FOR. INSTALLATION WITH BLADE 1 & A WORKING .IN UNISON "� + TAPCON WITH ADVANCED THREADFORM TECHNOLOGY iAPCON OR _ 1 WI 1 42 Afin.PENETRATION t/ TAPCON W1TH ADVANCED THREAOFORM TECHNOLOGY ' O THREADED AREA TO i y�` I W/ I 1/2`Min. PENETRATION OF THREADED AREA TO EXISTING 1 MIT.SEPARATION EXISTING WOOD HEADER, I t WOOD HEADER. (SEE SCHEDULE ON SHEET 15) TO GLAu( I I I I ) DR t, it (SEE SCHEDULE'ON SHEET 15) I •� 1 /- 1/4"0-20X3/4"S.S.MACHINE t SCHFDUIE'ON SHEET 1- + j I � 1 '• / i �d 18 /' SCREWS W/1/4--20 NUTS �-11 FOR BIDE(Dr I i i I DR ! + - Q 12-O.C. @ ON SIW 19 FOR 5 I� � I Min. EXISTING. 1 9AfiE5(17 %\ ;:' Q GLASS-4 1 f '. ( ,� ; I ' .T, �iOR E WALLFINIS J PTIONAL ( E WALL I i o r EXISTING MIN. I FINISH ! —� OR 1 2"zR REQUWOOIRED ! I ♦ ! EXISTING MIN. I / _1 1 4 0 TAPCON OR TAPCON WITH ADVANCED HEADER REQUIRED T DR O ) 2'STI G MIN I ! { S HEADER REQUIRED THREADFORM TECHNOLOGY W/ 1 1/2" E%I5'0NG 9 WN.SEPARATIONI III ( ! ! 1 { 1 +i i Min.PENETRATION OF THREADED AREA.TO G - pN�SIE I MIN.SEPARATION TO GLASS I I! ii it t + •I EXISTING WOOD HEADER, II FOR BLADE®AND , EXISTING (SEE-SCHEDULE ON SHEET II) I )- , ll l ' ! (SEE-SCHEDULE ON SHEET 15) ON SHEET 1 9 FOR GIPSS--j I 1 ;I 1 f i '.� 2'z4^CONT. SILL 1 PLATE REO'D. O OO 'HV WALL SILL INSTALL T 0 � HV WALL HEADER INSTALLATION T H I V t 1 OM HV WALL HEADER INSTALLATION EXISTING t MIN. SEPARATION TO'GLASS !I I 1 .MIN.SEPARATION TO GLASS F'r' 1 GLASS--u 6 /i—SEE SCHEDULE ON SHEET II 1. (SEE SCHEDULE.ON SHEET 11 MIN.SEPARATION TO GLASS EXIG INLp55-� ( ) EXISTING CLASS--ll 1 2'x4'C ON SHEET 11) I F I 1. 1 I . WOO PLATEp - I 1/4"0 20M3/4"S.S. REQ'0. ! .I 1 -� I.: I IF'1� -"�•<,1/4'0-20x3 4 S.S. MACHINE SCREWS / I 1 USING 1/4'-20 NUTS I I MACHINE SCREWS W/ I. 1 WALL 1/4"-20 NUTS® 12' fill FINISH y i I I I ��., I j .I O.C. ....� !� I ' 1 OR - 2"x4"CONT./ (I o I j I O L. WOOD PLATE + Min. 1"Min, .. /� 1/4"0 TAP O4 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/1 1/2" �2 x4 COM ! ( Min.PENETRATION OF THREADED AREA TO 1i 1 E•^; 1/4^0 TAPCON OR'TAP.CON WITH ADVANCED 1� +,11` 1 �/ SILL PLATE I t, EXISTING WOOD HEADER. THREADFORM'TECHNOLOGY Y!/ i/2� i_+--(=�y1-�' ' 1 1/4'0 iAPCON OR r2-KIOUNTINGAISSECTIONS E: ;RE O D j� (SEE.SCHEDULE ON SHEET 15) y!i,'i ' •!) ;j; Mini PENEiftARON OF THREADED AREA INTO PLYWOOD TAPCOIJ WITH ADVANCED SEE SHEET 4 FOR TYPICAL I i ,ll 1 2"LAIN.CD%. THREADFORM TECHNOLOGY SHUTTER EMBLY. cL i"!.!. " WALL FINISH (SEE SCHEDULE ON SHEET 15) EXISTING MIN_. 'z4" 1, / �( 1,PLYWOOD REO'0. 'W/ 1/2"AIiG.PENETRATION OF CAN BE-1/Y MIN.CDX PLYf000 REQ'0. STUDS 0 161 D.C.,fAA%. y WALL nNl THREADED AREA INTO PLYWOODOMBINED IN ANY WAY TO REQ'D.PLYWOOD TO BE - (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION EXISTING.MIN 2'k4"STUDS 0 16'D.C.MAX. REQ'D. ATTACHED TO STUDS IN , PLYWOOD TO BE ATTACHED TO STUDS IN;ACCORDANCE ACCORDANCE WITH WITH.SECROtJ 2306 Of THE F.B.G SECTION 2308'OF THE O NY WALL SILL INSTALLATION ♦SEE UM AbONS OF UAE.OF P HV WALL SILL INSTALLATION F.B.C. BfAOE lA ON SHEET 19 .tCAorrrir,�y FLORIDA BUILDING.CODE(Hon High Velocity Hurricone: Zone 1111 02017➢LTECO.INC. ©2017 EASTERN METAL SUPPLY, INC. + P ..........{!iT=. BERTHA H YM IL E C O .Hc. A■S.SI.A■ Accordion Shutter System 7� 17A KY. 81AD6#1 W/OR W/O H.V.WHIM MME ZyTILLIT TESTING k ENGINEERINGCOMPANYAmerican Shutter $ySfem9 Ev.N DESCRIPTION- DA1E ORaWNaYi LC;i �, 7� Association, Inc. 1 OLD 15-085 7/27/I DATE: 07/27/17 !C 't 6555 NW.]6tli•SL St, 305.YRNNN GARDENS,FLORCA 3316 Ph ne:(308)871 1530;F :(305)871-1531 4268 Westroads Drive z DRAWING No .-..a tiRdwo a: West PGIm Beach, FL 33407 3 7 !..y�1/A•.........���V1111 WALIER A.O7RUTt Jr.P.E. 1��1 O/ _ IN 4 ~ JYi1 - / FLORIDA.Uo.8 44167 .5 SHEET --- --- -- 41fEL_DATE_ - _ -- ----- — - - - — — - — 6 16 OF 20 INSTALLATION DETAILS .ON EXISTING WOOD BUILDINGS FORM HV & a _HV# BLADES (AS APPLICAOLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS- INTO WOOD WITH HV BLADE.:C ONLY SHALL BE LIMITED TO 105.0 120. A:S.D. DESIGN _PRESSURE RATING. SEE SHEET 19 FOR MAX , WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION. WITW BLADE '1) & A.WORKING IN UNISON h. 1/4 0 TAPCON OR - 1 E0. EO '�----2"THIN: I/'`�• -- TAPCON WRH ADVANCED 4 r8'(Min.).EXISTING 1 r EDGE{IF APPLICABL£ THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. ) W/1. 1!2"IAin.PENETRATION STRUCTURAL; J i ! --�- OF THREEFADDED AREA TO 1 4"0— z3 4'S or ExisnNG WOOD BEAM i ! PHILLIPST TRUSS HEAD r ! _ ... EXISTING Vio HEADER. 1' TO BE CERTIFIED UY ,J ! I a H I Min. MACHINE SCREWS REGISTERED ENGINEER OR�/ % J EXISTING WOOD (SEE SCHEDULE ON SHEET 15) Iy/1/4'-20 NUTS ARCHITECT PRIOR TOJ` Wit= �• TRUSSES OR 1.8 ,X10 a 12'O.C. SHUTTER INSTALLATION., / r r' 1/2• 1/2' O.C.REQUIRED 1/4'0 TAPCON OR / - / �• .— — I _EXISTING SOFFIT' TAPCON WITH ADVANCED .25T THREADFORM TECHNOLOGY t r/% d/4'Mo THK: .Mar: W/. 1 1/2"Min:.PENETRATION '/i ! OF THREADED AREA TO �' EO E A1iz3/4" EO EQ 1'x4 r1/0 CONT.ALUM.TUBE r. fr r , S M S. i (6063 T6 ALLOY)W/ ff 1 OPTIONAL EXISTING WOOD HEADER. N RAFTER OR EWS' tz (SEE SCHEDULE ON SHEET 15) / i'/ m 6'O.C. I. 1' of 13 or 15 (3)5/16'0 LAG,SCR TRUSS.S Or 13 or t5 I ELAOLCATE LAG SCREIYS AT ;MIDWIDTH OF EXISTING WOOD EXISTING MIN 2"r4' - 1 _ ! MEMBER 2'MFn. NOMINAL E%1STINC-�S HEADER REO'D .. OPEN HOLE AT EACH WIDTH)W/ GLASS" ,L. MIN.SEPARATION TO.GLASS I E%ISTING. �- STUD TO ACCEPT I �_ PENETRATION OF THREADED 9 {SEE SCHEDULE'ON.SHEET 11). clAsB I 1. + 5/16'0 LAG SCREW AREA VALID FOR I '� AT CENTER OF TU.eE, INSTAL�TIONS WITH 72Psf., MAX.A.SA..:DESIGN LOAD ANC' 1 QS HV WALL HEADER INSTALLATION I TO Q�ASSaJ(SEEGLETT I N E's}rnL"ss To aAss(si' INSTALLATION,S9 ONPANL LY VALID 11roR GLItE XDA4D �(riT 11 FOR WOOD JJ MIN.SPECIFIC ON STEEP 19 FOR -1Q OR I I FOR IA/DE FOR GRAVITY OF 0.50.AS DOUGLAS GLIDES m Ai. ON SNEE'f'19 FOR . I ��© --4@ OR OFIR OR RE EQUAL. PINE N0.7; 1-SEE SHEET a FOR lYP1CJA.SHUTTER ASSt)J61Y )HV CEILING' INSTALLATION 2-ANY WAY O SUB"S TAN BE:COMBINEO —�--�� IN ANY WAY TO SUR ANY INSTALIARON. �-� ) ) V ,CEILING INSTAL TION. 'T I TO CASS(SEE I: I �-0DR �• I MIN. G 'MIN.SEPARATION TO GLASS I I J IISG4.AD3EEdt vw SEPARATIONTOR . L) (SEE SCHEDULE.ON SHEET 11) I. i I EXIGSTIN 'EXS I av SHEET I9 fa?" I 70 GLASS Z'l Ot.iD69(D&a �IOEE SCHEDULE GLASS--S I I 1 .� I ON SHEET 11). I ) I I L. I. C A T�NCHO I . . EXISTING OCAIONYALL- + J/a MM OA$S II)II I ` 2"w6 MIN.WOoc FNIS 1J � 10x3�4°NIX DECK REQUIREDMox, I /B InN; _WASHRHEAO TEK IL'— JI 13 OR 2'><. MIN,WOOD 'o - �L OWED). ;. - .DECK REOUIRED,(NO -�_�, - (NO SC REWS� 12"'d y FINISH ALLOWED) �-/ - DOE - EDGE OF DECK _ - --.- O 1 2 1' - F APPLICABLE U K DECK IF 41 1. 1/4"0-20M3/4"SiS. - -� APPLICABLE l [ F APPLICABLE � - _ 1/4'0 TAPCON OR Min.. P RLLIPS TRUSS HEAD 2AI � __�_ - o TAPCON WITH ADVANCED MACHINE SCREWS 1/4"0 TAPCON OR TA CON WITH ADVANCED , I 2'z4 CON1, I T THREADFORM TECHNOLOGY W/ 1/4'-20 NUTS THREADFORM TECHNOLOGY W/1 1/2"Min. 2"MIN. SILL PLATE I/4'o TAPCON OR TAPCON WITH ADVANCED'THREADFORM,, 2'lAIN. PENETRATON'OF THREADED t IE W/"I 1/2'l.1in.PENEIRATIOtJ @ 12'D.C. TECHNOLOGY W/ t i 2"Min.PENETRATON OF THREADED ,J i OF,THREADED'AREA TO / AREA TO,EXISTING'WOOD HEADER 1.I. It'. ,' EXISTING WOOD HEADER; AREA TO EXISTING WOOD,HEADER. (SEES SCHEDULE ON SHEET 15)' ,SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15): SEE LIMIT T AS OF USE FOR. O HV WALK-OVER INSTALLATION V HV-WALL.SILL INSTALLATION B er slre6s,9 WOJiY FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02017 TILTECO.INC: QM17 EASTERN METAL SUPPLY,.INC. SE RTHA H 7M A $ S A A.ceo ion er System . . . . H V. BLADE#, W1 OR HeY.lMNDON GLADE $ L ' American Shutter S stems Y EV:N ..DESCRIPTION DATE DRAWN DY- L.C. TIWi TESTING &<ENGINEERING COMPANY 6155 Hri...Jblh.SL,St..305 Y1RCI4A MOMS,FLORWA'J318 A$SCCiatlCn. InC.. I OITI 15-085 7 2>/1 DATE:, 07/27/t7 ` V Plone:(305)871 153o..For (305)871-1531 4268 Westroods Drive 2 DRAWING No 5+/.l J•I• . �\IIT1L, a aEB t0006Qt 91cem West Palm Beach, FL 33407 i 17_107. N/A L EON WALTER A TILUT Jr.P.E. FlonDa uz.p aa167 s -SHEET -- P.E, SEAL%SIGNATURE/DATE- _ -__ - --- ----- - - -- 6 17 .OF 20 r END. INSTALLATIONSn HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS v 2•.1•4N-WOOD STUDS REO'O. 2•.1•MIN.W000 21A•NIII. \, \�: \ r SIL65 REO'0. W000 STUDS 1/4'0 TAPCON " (As MPltCAELE) J \ !4 NiCW.^i.Y e-o.C. ,I J "t • • / /•. IN'OWO STUD& 1/2 it.. \ \ PENETR4TIGN two I \\ / i (AS API'I1CABlE) i51UD5FDIETP.\n,ON �I 1 ( •+••I \\ / •�+ r ro,/2•CDR ,� C A NFXSrwC CUSS7 EXST.� EALsNNO CUSS' i 1 'EDIST=CLASS H DUST NO CLASS 1/7'NYAO t I T�-•:7/EfJ 0\ TO(LL4 SEE �-�IS'YIN.C. i0 a/SS(S.E. W SEFARAMON 011 SVIAROIDN 'nRD1E ON(I PLYWUCD. .AtRD'A.E-(%,T TO LASS(SEE 1/2•MIN.COY ro aws(sEP. 11 FOR HHE"1)RD ,/,6'•3• W ,I!OR 8"CE(1) D ~ SOFA,L QI S[ET FLTIYODO. 50EDUIL CH(DAN 11 6Nc-EF 19 FTA (6083-T8)CCNT: NI191 1/2'-YW.CON' W 9>�1 19 FCQ 11 FOR MILE mMD 1/2• 11 FLR H/OE.mND 9ADE5 RTe® {1VY.'CL05EA PLTN90D., sLAU tr® WNL Q1 9Q,19 FOR CR 9*Er,is FOR r .NIn. PLATE(LOCALE 'f�2' FlHISN 91�0ES�tr� PL ET�NER SIDE RN. OF& I •USE,-TR Y I.. oi6D.C.•S.as p0;t/2•.SH.6 PI - - (u sFu�mna•,-•b•_F• K9.0 6 D.0 �� (FpF}i0 AU."��VTO M3. v(rrt.,r,' sloe❑oNNEdnON 1 OSEE OEIAL`It FOR OR� ' TO TRACKSSEE oEFNL XTo. /rllSDE COh`NECnON �'.rg'•ti- O ll rT.)'60 f0.•�- SIDE CONNECTOR '�•®- TO TRACKS IO 'L3 Y•J'•L:" •�• END CONNECTION DETAIL(� N DETAI AND CONNECTIOL,�0 END CONNECTION DETAIL Q END CONNECTION DETAIL C? - CXISR.w^ •REOURLD 016T'FOR SPANS GREATER THAN 12=0• cLlts 2 1•.WA'WOOD •e AI+CON ANCKORS _— duds FEao W/i Ih ,ua Vre TA-CON ANCNCR /10.1/z..SOS 3E%rSTIMC CV55 .PEREITUnDrI O 12.O.G W/II/2IN OBI'ENEr1aiIGN Iou• . TO a.s(aa:• ♦ SEE LI TATIONS OF USE TOR 1/2•Nt.. so®ILE al SIQT q 4 BLAOE 1�ONSHEET 10 ro C As ," % SD®ILE D19fET FOR SLtDE �D' ! fillX9mtr :- ON StW 19 FOR 1/1 YN i 1.I \ / ` / ' D/ __� �'<�---- - 6 CR®Y,eR�oa I � - / .� y' •YIN ���i -. __ -�� L�-- - �CF�.T/0ifIN046 st 4 GDR a , _ i 6 OR®OR�OR- \ W'Al!nNs 2.1-PIX WOOD wu LP-©•O•Q_,0.L3_ 1(�oR13mg I�cRN13' VIEW Y STUDS FEO•D. PLASH PLAN ,DETAIL,X END CONNECTION DETAIL (9 END CONNECTION'DETAIL 12 ;F��""""'��.• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1,11�\Q`'�,,...:...,,•. - 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY;INC, BERTHA HVna /75L EC O A■S.S.A. Accordion Shutter System 1 N C N.V. BLADE#1 W/OR W/O H.V.W NM BADE e 6� * - TILLIT TESTING & ENGINEERING'COMPANY American Shuffer SyStenlS REV.N DESCRIPTION DATE DRAWN p:. LC. y • 6355 NW 36;K.S4 SN,,305,YIRGINA GARDENS.FLORIDA.3316 A§SOCIO�{OIL, Inc. I OLD 15-OBS 7/27/1. OATS: 07/27/17 Ph (308)871-1530.Fe.T(305)871-1531 4268 Westroods 4Nve 2 DRAWING:No �4 a- .I:eaee�eQea,:wm West Palm Beach, FL 33407 3 p..�.L1........• 7 T AL 4 � EB-00067fe 4 �1 07 WPLTER A.TIU-fr0057 Jr.P.E. FLORIDA lic.144167 5 SF.{E� P.E. SEAL/SIGNATURE/DATE_ - _ 6 --- JEST OF 26 r(AI qHL=R WORKING IN �� �perry 1 13 Q .14 • ENERAI LIMrrA710Ng AND CONDfT oNs OF Use FOR BEgniH A G 1 5• Y Y 0 UNISON WITH NV WINDQW—SLAUL.W j.MAX.A.S.D.DESIGN PRESSURE RATING:+110, -110 p.e.f. 2.MAX.SNUTTER'SPAN:96" ,I 3.ALLOWED MOUNTING$:.A D.G&H ON SHEETS S.7S AS WELL AS MMOOUNBNGS M.0,T.U&W ON SHEET$16&17. TES ARE �— 410T. ..0 UYOUT,,CmNURSMTAB SINUONRLY AT QN .LUACCESIN SA90E OF E OF OPPO ING CENT.MA E `IYP.EA.END • • / / [' 5.(A)HV WINDOW BLADE O SHALL ONLY ALLOW A MAXIMUM Of 5 OPENINGS / (3.0 HOLES)FOR:O4 PER BLADE AT SPACINGS SHOWN ON SHEET:4. MAX:5 WINDOWS as ♦ ♦ OF ANY 3 O0 CLEARANCE OLECFOR,FROM 4 SHALL BE TOP OR BOTTOM EDGE OF HV WINDOW BLADE to ALLOWED'AT HV in ' 12 4ANDOW BLADE 1& � (C)FIRST OR LAAT BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE_19 (D)HV WINDOW BLADE O MUST BEUSED ALTERNATE TO A SOLID 11V BLADE(!) THROUGHOUT SHUTTER'S WIDTH. � e FIiMATES SHAJ1 ALWAYS.BE INSTALLED ADJAOENT TO A SOLID HV c / • / • / • / BUR)E�AT ERHER.SIDE OF THEM. 1� (F)POLYCARSONATE HV'WINDOW Q4.SHALL BE INSTALLED SO Tf§TABS FACE ,SEE ENDS, 1a THE INFERIOR OF THE OPENING BEING PROTECTED,�HV WINDOW 4V1 MUST BE CONNECTION __ / / / / • • �8 2 ONLY INSTALLED AND LOCKED USING A M/SETTING TOOL PROVIDED BY ASS4, DETAILS ON SHEETS / / /• 10& 18'TYP. 3bi INC. FULL HEIGHT. I g$3( 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME r,7,l 6BUILDINGS ON SHEET 15.AS UMTTED BY SPAN AND DESIGN LOAD(SEE NOTES. P `7 1 &2 ABOVE). 7.SEE'ANCHOR'-SPACING SCHEDULE FOR INSTALLATIONS INTO'POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS-12& 13 AS LIMITED BY T SPAN-ANO DESIGN LOAD(SEE'.NOTES 1,&2.ABOVE). B.MINIMUM SEPARATION TO GLASS SCHEDULE;PER ASTM E-iB96i PLAN D H SEE TOP iREMENT$) W ). -a �6 . 6 NAND ZONE MINIMUM SEPARATION TO CLASS NUNITTED WIDTH 1 THHU 3 1' MN.SEPARATION TO GLASS. LxISTLNc cuss ELEVATION �.�;��sir„��p 4 s.2s' ..�— —�..` ANb oN iNiS SHEET FCN2&'—F!7 �A 1 \ ------ ----40 _.----'— -----7`---- —��---------- / I R ONLY) (24 TYP. SYMM�ETRICAL CENTERIMTEB 21 2�i� W/(ZQ OR E5 AND ' w/o(S5(sEE'NOTE 4 ABOVE) PAN— \ i TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE C8 SHUTTER* --- T++ FLORIDA BUILDING CODE Non, High Ve)ocity Hurricane Zone ' +'' E..'S"s ©2017 T,LIEGG.INC. ®20BERTHA SUPPLY, VTM •y IL E.0 O �N�. A,S,S■A■ H.V Accordion Shutter System 7� * .BLADE#1 W/OR W/0 H.V.WIPD(7N BLADE .q American Shutter'Systems EV.H. DESCRIPnon DATE DRAWN BY: LC. ;'•Q' TILLIT TESTING g ENGINEERING COMPANY Association, Inc. , OLD 15-085 7/27/1 DATE 07/27/17 na 111�.:'��/1�a 8353 N.W.361( 5 51 385,NRDINLA.,CAROE)871-153 3318 - T1 Phone:(30e-. 1530.Fox:(305)871-133; 4268,Westroods Drive 2 DRAWING No 66'�� e m I.6R000eooLoom West Palm Beach, FL 33407 3 T `uslol'lMLC�Vr' EB-0006719 4 17-107 4 • WALTER TiLLIT Jr.P.E. --••,•'••• FLORIDA.A U.p 44167 5 SHEET _ _----- P.E.-SEAL/SIGNATURE/DATE__ - -- ----------- -- — -6 - —`19 OF 20 , ,/2'x 0.035-THICK VARIES. INSTALLATIONS W/ n HV BLADE & .HV CENTERMATES �2000 MoK'- Arn.AST/A-653 GRADE10„ '2-Max; Min.G-60 AT Is" METAL S STEEL _ w 43b INTO METAL STUD' WALLS METAL AT 7 B"0 C. ------ - 112 3 * GENERAL LIMITATIONS AN CONDITIONS 3a 1 f4"a NOMINAL.. 4 POR BERTHA 1 "HV BLADE ACCORDION'SHUTTER AL 606NUM So EV_ E'. (.1 3/4'x 6 1%4'K 0,035•THICK Min:; 43C — 430. o _. �? N 5 .SYSTEM INSTALLATION TO METAL STUD WALLS CONT,GALV.STEEL TRACK cNANNEL,,.0 6"O.C. ri 6 O.G.^ , �(' .0 '3A00'AST/A-653 GRADE 40 Min.0-60' I SEPARATION .TO I ASS HEDUL GALVANIZED'FASTEREO TO'STUDS I '' , - N_:f 1//.(1)160/2'TEK'SCREWS,ON I EXISTING FINISH 39 �, 1. MAX..A.S.D. DESIGN PRESSURE RATING;.' +75, -�75'(psf). MeX. 'INTERIOR&EXTERIOR FACE AS APPLICA13LE I I "f a 2. MAX. SHUTTER SPAN: 64" MINIMUM I u WIND ZONE SEPARATION I,tic LENGTH+ t- i -LIIN.SEPARATION 3. ALLOWED MOUNTING: MS''ON THIS SHEET. ASTM E-1.996 TO GLASS EXISTING GLASS----I TO GLASS ' (SEE.SCHEDULE) •' 43 N .. .43 1/4"O-2OX3" 60LT �) 4.-ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" MUST PENETRATE 43c 1"" I WITH 21 ARRANGEDV,A SMETftICAL LAYOUT. O ' 6 USE 0'(2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE d 4" I 3/4•.6 1/4'„0.035'THICK Min.i EXISTING FIIJISH I f .INCLUDED AT�RIOR OR INTERIOR ACCESS 'SIDE OF t.3i3'-I CONT.CALV,STEEL 1PACK.CNANNEL,I AS APPLICABLE III ,, -1 CENTERMATE. ra.I .250' rLA IZED STEM 40 MiS 0-60 1 GALVANIZED FASTENED C STUDS ' n w/(a)g6.1[2 1hlf.SCREYIS ON � ,43c 43a �' INTERIOR Lc EXTERIOR 6 OG ®6.D.C.FACE, N 1/4 11-2G'THREADS I ® � BLADE SLACK DETAIL.HVF'IS ALSO VALID FOR 43 114"1� ELCO CONSTRUCTION W w tl2' 12 38 CENTERMATE 21 APPLICATION. WITH BLADE 1 — --- _ O O PRODUCTS FAa=LOK HD 0 43b 6'K i 1/2'i 0.035",THICK °1 VARIE5 @ 6"'O.C. pIL� [['' Nn.ASTM A-653 GRADE SO x.' (A'C1t COMPONENTS Min.L STU S AT STEEL t J MS WALL HEADER/SILL -INSTALLATION INSTALLATION- --:EXISTING nwsH As APPLICABLE scnLE: a/a^= ,• ;METAL,STUDS A7 98.O.C. in (TYP.TOP&,DOTTOM) (t-— ——— — ———— — — --——— ———-- -r -r 1 3/4'.6 1/4 H'0.035,'THICK Min. ZEXIST NG GLASS _ _ _ _ _ _ 1, 1 - 'COU:CALV.STEEL TRACK CHANNEL, ,'� CAL�VANIZEO FAST�ENEO 0 Min, eO SYMMETRYCAL SYMMETRYCA W/(2) �6k1/2'TEK SCREWS ON c ( 43a 43b 43c ;; j MfNTO EGLAS$IOIJ VARIES I CENTERMATES 'CENTERMATES W/ 1 INTERIOR h EXTERIOR FACE i I ' I i •.I , :� (SEE SCHEDULE) Max. , I ' A " I (;;,EXTERIOR ACCESS SIDE:' '-INTERIOR ACCESS SIDE I ^h I I ,• --- ------------ ----------- ------- ----- ---------------------------- ------ ---- -----------—---------------- ------ ------ ------------ --- ----------------- 6• IN 3 (6"Min.) - IN q.: 24 _ - - ------ 1-— 1 -- - ------------ ---------- -- ------- ------------------ --- - ------ -:}-. _ ---- ---- ---- ---- -- -- - ---- --_ -- ---- --- ---------------------- --- _-- -- ------------- ------- -- c j 2)42 HV HEADER/SI5n1122E IJDS 2 3 (6 Min.) ` 2A I SIDE CONNECTION TO TRACK 3 1/a"(rYD•) 6 1/2"(r9P) 7 I - - Z, - —•6 1/2'MAX: SLACK **—=-1 (Cont.) HV8 BLADE 'SLACK DETAIL HVP fjYQ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone r Jj1(�A• r�j A!�i! 02017 TILTECO..INC. G�'2017 EASTERN METAL SUPPLY, INC. 4 ^C B RTHA HVSM } 1L E C O �N�: A.S.&A Accordion utter System HN. GLACE#1 W/OR W/O H.V.`WINDOW BLADE `' //�',t�•� 7�' TILLIT TESTING do ENGINEERING COMPANY ARIerLCOD. $hU1f6F SYS}BR75' EV•N DESCRIPTION DATE DRAWN BY: L.C. 6359-IiYI 36.3,._SL 51= OS ViAGNt4 CAAOENS,TiORIW,J]16 ASSOC1a1IOfl. Inc. 1 0-D 15-085 7/27JT DATEp 07/27/17 - of-- Q 0, Ph n (3Mj1171 1530.Foi:(305)1171-1531 4268 Westroods Drive: 2 DRAWING,No 1 0- I aTI=cuBgoL=om West Palm Beachi FL 33407 3 '•...DA�OP ''�,1 _ EB-0006710 17-107 [ '•• �•�,,t WALTEP_A T14LR:Ir.P.E. 4 - - �q p FLORIDA U=:$a4T67 �5 .SHEET P.E SEX� AIUDATE- -- - — — — — -- -- - -6— - --- — -- —20.OF-20 L BU/LD/NGS PEAK ROOF H£/GHr vs DESIGN WIND PRESSURE FOR COMPONENTS h CLADDING (P.SF.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET at BASIC WIND SPEED - 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) , PEAK -L••LESS THAN 7'-9' L••GREATER OR EQUAL THAN 7'-9'AND ROOF LESS THAN I2'-J' I-GREATER OR EQUAL THAN IT'-!' HEIGHT POSITIVE NEG,AITVE POSITIVE NMI" POSIIM NEGAnVE (h) ULTMATE A.S.D. ULTIMATEr65.2 ULTIMATE A.SO. ULTIMATE A.S.D. ULRMATC A.S.D. ULTIMATE A.S.O. * INDICATED DESIGN WIND PRESSURES 0'- 15' 6J.0, J7.BJ 84.3 60.2 36.1 78.7 47.2 56.4 J3.B 71.2 42.7 CORRESPOND TO THE MAXIMUM END -20 - 66.9 -`40.1 89.6 63.9 8.3 83.6 50.2 59.9 35.9 75.6 45.4 .two R ALL ROOF AND INTERIOR ZONE CONDITIONS SLOPES. 70.1 42.1 93.9 67.0 .2 87.6 .6 62.8 37.7 79.2 47.5 ,yT*L-STORM PANEL LENGTH, >25'-JO' 72.9 43.7 97.6 69.6 41.8 91.0 54.6 65.3 39.2 82.J 49.4 ACCORDION SHUTTER BLADE LENGTH OR BANAMA 77.4 46.4 103.7 74.0 •44.4 96.7 58.0 69.4 41.6 87.5 52.5 SHUTTER HEIGHT. >40'-50' B1.2 48.7 108.7 77.5 46.5 101.4 60.8 72.7 43.6 g1,7 55.0 PRODUCTS WHICH BEAR A >5o'Bo' 84.3 50.6 112.9 80.6 414 105.4 6J.2 1 75.5 1 45.3 g5,3 57,2 M1 MI-LADE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS h CLADO/NG (P.S.F„? FOR An'E 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 F£PTAr BASIC WIND SPEED - 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) &*VIEUJD'FOR PEAK L••LESS THAN 12-3' L••GREATER OR EQUAL THANi 12'-5' CODE COMPLIANCE ROOFHEIGHT ST. L CIE COUNTY HEIGHT POSITIVE NCCAIIVE POSITIVE NCyAHVC ' (h) ULTIMATE A.SO. ULTIMATE A.S.D. ULTMATE A.tO. ULGMA i A.SO. BO/•�/'�161M/� >60'- 70' 79.7 47.8 146.2 877 7.25 44.1 129.4 77.6 V��OO BUILDING SCHEAGITIC >70'-80' 82.0 49.2 150.4 90.2 75.6 45.4 1J3.0 79.8 >80,-90, 84.1 50.5 154.1 92.5 77.5 46.5 136.4 81.8 >90'- too' 86.0 51.6 157.6 94.6 79.2 47.5 139.4 83.6 > 100'- 12O' 89.J 53.6 163.8 98.3 82.3 49.4 144.9 86.9 > 120'- 140' 92.J 55.4 169.2 101.5 85.0 51.0 149.7 89.8 > 140'- 16D' 94.9 56.9 174.0 104.4 87.4 52.4 15J.9 92.3 - > 160'- IBo' 97.J 58.4 178.J 106.0 89.6 53.8 157.8 94.7 61.3 >2000'-250' 104.2 62.5 191.1 114.7 96.0 57.6 169.1 9101.5 �`�```P� �••••S(/Tr ' >250'-J00'. 108.3 65.0 198.6 119.2 99.8 59.9 175.7 105.4 ��` :• �,\C EN F••,9 >300'-J50' 111.9 67.1 205.1 123.1 103.1 61.9 1 181.5 108.9 = No.44167 >J50'-400' 115.1 69.5 211.0 126.6 106.0 63.6 186.7 112.0 >400'-4S0' 118.0 70.8 216.3 129.8 108.7 65.2 191.4 114.8 =-o'. STATE OF ' >450'-500' 120.6 72.4 132.7 221.1 111.1 66.7 195.7 117.4 Z •,• F ,• NOTES, 1UnN11111110% 1.)THIS CERRREO SIGNED AND SEALED WIND LOAD CHART PREPARED BY THIS ENGINEER•S45ED ON ASCE 7-10.FOR A BASIC WIND SPEED OF 170 MPH,AND 2017(6th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN, ST. LUCIE&IND14N RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&E(POSURES,lS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMARON FOR A SITE SPECIFIC PRLMECT ASCE 7-10/ WIND PRESSURE CHART L.C. T)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND GATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. S70RM PANELS ACCORDION&BV44M4 SHUTTERS e•* DRAWN BY J)CON PRESSURES ARE PERMITCTOR OR HOL DER TO 1E AND BE R PONSIBLESFOR THE SELECRON OF DESIGN WIND PRESSURE BASED ON PaS GENERIC WIND Law CHART. RISK CAT.If SLOGS 06109117 WIND4.f THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID/F ALTERED BY ANY MEANS. L E C O nic. WIND PRESSURE CHART 0A/C TTLLET TE311N0 f ENGINEERING COMPANY BASIC WIND SPEED- I70 mph 17-176 3.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY Vasa MW.MIA v a..W W GAaeDVS n!flee EXPOSURE 0,Kd-0.B5 THE CONTRACTOR OR PERMIT HOLDER(e.g..SPREADSHEET,OPENING SCHEOULE/TAKE OFF SHEET•ETD). Pnw.+(aw)eTr-rea,r:(ane)en-IJal DRAWING No A-T7LLU Jr.-P.E__ FLORIDA Ue. 44167