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Home My WebLink About Product Approval I 1/13/2020 Florida Building Code Online _,:... ..,k or v''a?� BCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map i Links Search i '�^vrCc e a Product Approval USER:Public User Product Approval Menu>Product or ARplica[ion Search>ARplication Lis[>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved - 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 jEvaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. 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. ,o 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 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 1/13/2020 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D i Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products ----...-..........-_......._..-----.........-- FL# i Model, Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks(top : 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection .I Limits=of-Use.- __,_ .,_.- -_ Installation"Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes i 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida,Inc. j Design Pressure: N/A € Created by Independent Third Party: Yes i 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 17 HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and W-11"for 62 psf,9'-11"for 55 psf ' Created by Independent Third Party: Yes 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. _...._._..---....----.._.._.......-----........----- - ----......................_.....--- :--......_----------._... 389.2 Bertha HV Accordion Shutter-Blade 1 =Extruded aluminum interlocking blades retained by tracks(top Only- (Non-HVHZ)-Drwg 17-107 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 p.s.f i Created by Independent Third Party: Yes negative ASD load depending on centermates and locking rod I Evaluation Reports configuration for the HV1 blade,8'-0"for+64, -72 p.s.f.A.S.D. € FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC_ load for HV blade for Keystone mountings 7'-0"p.s.f. for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HVSA working in 1.REPORT.PDF unison. See sheets 7, 11 and 20 respectively of installation I Created by Independent Third Party: Yes drawings for other spans and pressures. i - ---.................__-.___._.._.-..._....._-. j389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top I COMBO- (Non-HVHZ)- Drwg 17-106 and bottom)for storm protection j 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 j Verified By: American Test Lab of South Florida, Inc. Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load for Created by Independent Third Party: Yes Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, 25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF i Created by Independent Third Party: Yes 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 ement::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://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 I;I GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THISIPRODUCT EVALUATION DOCUMENT(P.E.DJ HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (61h EDITION)OF THE FLORIDA BUILDING V. THIS ACCORDION SHUTTER SYSTEM SHALL NOT;BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USINO.ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHE 11 THRU 15. 19 &20. pl IN ORDER TO VERIFY THE ABOVE CONDITIOtI, ULTIMATE DESIGN,VIIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV B DES 0) & 0 BY MULTIPLYING THEIR BY 0.6 IN ORDERTO COMPARE THESE YL%MAX.(A.S.U)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. nl 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 A 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: tl d l TYPICAL WINDOW BLADE & WINDOW DETAIL -HV BLADED #0214.01-03,y0715.01-03,01004.01-05„(11214.01-05,$0317.02-06,P0609A1-10 AND t0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1885 AREA 2: HV BLADE(1i AND HV WINDOW BLADE (1A AND E-1996 STANDARDS (MISSILE LEVEL D.WIND 20NES 1.12&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE -HV WINDOW BLADE 0 #0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1.2, 3) BASIC PROTECTION ONLY AND P 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 r INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV BLADE(Ji AND HV WINDOW BLADE © ARE ENGINEERED'T 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 It CENTERMATE DETAILS HV SHEET 8 3.BERTHA HN.ACCORDION PINS(HV SCREWS).USED AT BLADF%KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE$14x2.75'AND R140,75'RESPECTIVELY, 410-HT MINIMUM SERIES CENITERMATE ALTERNATING DETAILS HV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND I180 ksi TENSILE STRENGTH, PINS SHALL BE COATED WITH BERTW,HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER Sr STEMS ASSOCIATION. PINS MUST BEAR THE HY 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 10 600.9 ALLOY. MAXIMUM SPAN TABLES SHEET IT ?j ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2h 11:3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR1316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD SIRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR.ANCHOR SPECIFICATIONS:HV BLADE(D 12.13.14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV'BLADE(D WORKING IN UNISON: 12. 13 & 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 S. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT J5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. AREA 3: HV WINDOW BLADE CA 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 SHATTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RA)N 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 CR LOCK ALL HV AND HD LOCKS. I AREA 4: HV WINDOW BLADE ff)ONLY I 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 YJALLS SHEET 20 PLACED FOR EVERY OPENING. LABEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AI4D ZONING REGULATIONS PROVIDEDDY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND'OOES 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 RESPONSIBILTTY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY'MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (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 SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 4I 1L31i�\'W ,•, �j r®� U2017 TILTECO.INC. CD2017 EASTERN'METAL SUPPLY, INC. y BERTHA HVTM i L /► Accordion Shutter System E C 0 1 N c. ■ ■S■ ■ H.V. BADE #1 W/OR W/0 KV. WINDOW RUDE ,�� w' . �G i ll t t TTLLIT TESTING & ENGINEERING COMPANY American Shutter SySt0R15 REV.N OESCRIPRON OATS DRAWN UY: I.C. C+ fii J s Association, Inc. 1 OLD 15-085 7 27 I DATE: 07 27 17 � ,\ el55 rLt'!.l61n.St.,Sle.lUS,YIRCIXq dA9095.FLdtaa]}I6 / / / / Phone:(305)871-1530.Fox:(305)871-1531 4268 Ylestraods Drive 2 DRAWING No -mo;I:Lilt e.oao l.com West Palm Beach, FL 33407 } } T-107 I, �1�'Q Ii HL � i ILWW WATER A.07LURJr.P.E. 4 P.E. bTAt/SIGMAY6RE/DALE FLOR10A uo.a;4,67 5 SHEET s 1 OF 20 I, 't' 1-3-0 FOR KNOON EWE IA 1.49_1 r72—go- 6 1\n- o9 811 4.37 1 4. 3�Ib— EV 01/180* START R_ SOLI BLADE H '('3'-),HV UNIVERSAL FLOATEIR QUALIFIED FUR COVE NOER US PATEN ' 5458179 Ou!�LEIFIEO FOR USE W/ HV 8LAOE(._1) (�)HV DIRECT MOUNT El �R US�� (1DA HV WINDOW BLADE 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV _-&�AL�TEMPER BLADE 1 373' 'SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 6063-T6 ALLOY AQ TEMPER 6063-T6 ALLOY AND TEMPER 3.226 1.5c0, .085" (TYP.) 670' 1� 2.670" V 8 RT H�ki .670 o72 j� 4 .' -L"S 4. T-T �, 4.4361" 0_07 —Mv HV ADJ. ADAPT IN Ll(�C _j 1 25L; 1375' HV .92D �JOUALIFIED FOR USE W1 (�)HV WALK—OVER TRACK .226' LA W/ BLADE QUALIFIED FOR USE W1 HV C1+ TRACK 3.750- LOOR RACK oy 'D (i)HV TRENCH HV ADJ. OY AND TEMPER BLADE ))) QUALIFIED FOR USE W/ HV QUALIFIED FOR USEW/ HV,,"' 6D63-T6 ALLOY AND TEMPER BLADE(]!ONLY.ONLY. (1-9 HV RAINGUARD �'D BLAID. I —QUALIFIED FOR USE 'N/ HV 6063-T6 ALLOY AND TEMPER 5U63-T6 AL TEMPER , VARIES P. 1.936* 1915, BLADE 01 'VARIES 1.935- 6063-T6 ALLOY AND TEMPER —kt- L nj 1670 11 .083, Iti I, — & oo 1 •�0 It''6 7a' N 67oi 1.686' , V L .529 -3.5 a. 2 J Lou- 6_1 HV CEILING HEADER12 HV HEADER/SILL QUALIFIED IFIED FOR USE %V/ HV BLAOC(1)OM1 I L:HO CEILING HE DER SIL 0 , W/ V HD WALL HEADER/SILL �SILIL obALIFIED FOR USE W/ 14V BLADFI��_,ONLY. 6063-TG ALLOY AND TEMPER" T� QUAL�IFIED FOR USE Ill/ HV E(�I) SEE SECTIONS FOR VALID] SEE=SECTIONS FO ITY. QUALIFIED FOR USE VI/ HV TY 6063-176 ALLOY AND TEMPER 6063-T6 TEMPER BLADE.01 ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A !3 T1 T2 2' MVx. 1/8'. I I/a"2' 5"MAXJ0.192-10.192- i x (5 SIDE ANGLE I r2'6 CORNER POSTS 6i)ALIFIED FOR USE W1 HV (ALUMINUM ANGLES 1:9) i 2.5 CIA`)o" 0.190" 'eUALIFIEr FOR USE W HV BLADE I I ;QUALIF!ED FOR USE W/ 14V BLADE(_1'! -T6 A AND TEMPER BLADE ONLY. if I 6063 ALLOY 1 2" 15"MAX-1 0.1,39" 1,0. �6063-1[6 ALLOY AND TEMPER 131" 6053-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 't'j. A. o2017 TILrECO.INC. 82017 EASTERN METAL SUPPLY, INC. BERTHA HVTM z% �"% Accordion Shutter System TTIL FEC Olim.. A.S,S,A. H.V. BLADE#1 W/OR W10 H.V. WINDOW BLADE American Shutter Systems N,_ DESCRIPTION DATE I DRAWN 131. L.C. Association, Inc. OLD 15-085 07/27/17 CATE: 07/27/1 TILLIT TESTING & ENGINEERING COMPANY OF -' :__ j, 6355 ri,.3m.st,51,20, GARculs.RCRI�3316c 7 51 Ph— (305)871-1530.F.,:(305)871-1531 4268 Westroods Drive 2 —DRAWING No 0, 0:DlteeooeoLeom West Palm Beach, FL 33407 3 EB-0006719 Nq 17-107 /0 �S % WALTER A'TILUI J,P.E. P E�"A%)PVN",��'E'/DATE FLORIDA U, 44167 5 SHEET 6 2 OF 20 4,66Q` 29' 4_576" -74" 2.293 -i- FlA?NEfL' 7NRFAOED I J " .7G5'.--., I D I 1, i • 0.� i P,,"E C ENA,4EL 1/4"-20-� 293_ S.S.M.S. BAKED PA!N1E0 1 O I I I iHRCAOED DIE CAST 54p. I -- "h'.p.EE EDa TEL al I or n � II i''6.E, , .062• rv� --3 �i 1,3!:_ n 11 6 I '^ / 1 ROk_nlL\ey" f4A� 3 i (C'+ ED 1; CE T 2; H FLOATING C e° ' `ea•', `=25- HV LOCK HV GRESS LOCK QUALIFIED- F USE W/ LAOE.(01�1& '(1 ONLY '� my A 6063-1 AND TEMPER ;OUALl�1ED FOR USE W/ HV BLADE�1,;'& A�01`JLY o- L-03i-_� Irfi�s_a QUALIFIED FOR USE W/ HV OUALIFIEO FOR USE W/ HV 6063-T6 ALLOY AND TEMPER r23; HV CORNER CENTERMATE BLADE(t,)& �1 At ONLY. BLADE 1Q& Lfy ONLY. r ` QUALIFIED FOR USE W/ HV BLADE(1 I ONLY •-250'O.D. s 2.87� 6063-T6 ALLOY AND TEMPER ..i PLASTIC HEAD 1.7A6",,,:922'I 2 ' =- SCREWMOLDEDDEO TO-` �} mI Y; 1 i 4.045 , SC of & i V, I{ - .825i�! .300'AFTER RIVETING A'N•, 'f oI I 4.J 3 `'e• '06p. o I ' BEFORE RRETING 1 4"0-20 x 3 4" S S. THUMBSCREW 1/4"0-20 RIVNUT* 4 o - I �/ ! SERIES 9444 ALUMINUM 2O24-T F4CILARGEJPE, FLASICE 14IN a.ISp_� _ I-_.__]yISD' l�� m,_�� L ' CHER SHEET NLIfX70RN�PAR51PPEnY.NEWn�JERUSEY C 054 OR E0FACTURED 0 � PLAN " FRONT ELEVATION & HV MALE "T" LOCK CENTERMATE 4s_s.6` t i2 LOCKER FOR "T" LOCK CENTERMATE ouALF1Ep FGR USE W/ HV BLADE(I"ONLY ;29 HV FEMALE 'IT" LOCK CENTERMATE HV 'IT" LOCK Fe HV ALTERNATIVE LOCK QUALIFIED FOR USE V!j HV BLADE t`1:ONLY 6063-T6 ALLOv AHD TEMPEP. QUALIFIED FOR USE W/ F1V BLADE(1 ONLY OUhUFIED FOR USE QVAUF(ED FO�R�USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER W/HV BLADELI_:ONLY. BLADE`:)ONLY. t--1.917 1.917" I I __ 3.161 —I r J ' THUn9TUWY CY 2 UNDER O Efi-j .0 _ - �1 _ 63 _6 E2 KEY CYLINDER 4 2 30 1. - •Io L� -I e n m �'^ i _..-1 • 0.875" 0 4 ^ .405 `r^ o �i c; 7 .125`A!ar. `3T HD CEN ERMA NO LOCKING ROD ,37 HD CENTERMATE W/ LOCKING ROD `�I �� 0°o mo v \J QUALIFIED FOR USE V!/ HV BLADE(J& Al QUALIFIED FOR USE VI/ HV BLADEII?& Ilk, 6063-T6 ALLOY AND TEMPER L3a HD CENTERMATE'S INST ` .aa4•. I 1 5063-16 ALLOY AND TEMPER ✓ i vAR1Es, 12"ML11Y _ .7UALIFIED FOR USE W/ HV BLADE va&e,A: "`+1 I/4'0-20 S.S.OR 3/8'-16 ! 1' lr_730" 60E3-T6 ALLOY AND TEMPER �. rTHU.M8TURN (SEE D IHUMB 1v5. I A18"O 3'i/2" ! - CYLINDER OR KEY t15- { �■wgy' i CYLIYDEF.2 ✓ LOCKING ROD _ _1/4%_ t34 HD LOCK QU IFIEO FOR USE W/ HV ,DE',,�, '37i HV 1/4" 0-20 AISI 304 BY REGENT HARDWARE:V.ORMSE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND MPER ;36iCETA 35)I TALLATIOP7 WILL UIRE A 7/16" HOLE THUMBSCREWS '7�ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE(I)& @Ay DRILLE OR PROPER EMBEDMENT O LIFIED FOR foy'1 FI ,LADE(D QUALIFIED FOR USE iV/ HV BLADE(J) FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ` 11 ,e� 02017 EASTERN METAL SUPPLY, INC. A2017 TILTECO,INC. `Z fir' V ERTHA HVTII L E C O 1 N �,S.S�A. Accordion Shutter System H V. BLADE #1 W/OR W/0 KV. WINDOW BLADE American Shutter Systems REVw Mc DESCRIPTION DATE DRAWN BY: LC. TILLIT TESTING & ENGINEERING COMPANY ` �•; ST,4fE QF 6335 W.Y..3616.St..,Ste.205.YRC' GARDENS.FLCROA 3316 Association, Inc. I OLD 15-C85 7/27/I7 DATE: 07/27/17 ., Ae Phane;(305)871-1530,(az:(305)871-1531 4268 Westroads Drive 2 -DRAWING No S. T.-C,�+n•'•.�(OH- -i ` °Et - 611a.ocam.oam West Palm Beach, FL 33407 3 -7 �} S rJ • 4l° VIALTERS COLLIT 4c P.E. / O/ _V 4 z ! FLORIDA ac,k 44167 5 SHEET P.E ofL�!SLu'�AJJ E%DATE 6 — 3 OF 20 I' pJ SHUTTER ASSEMBLY SCHEDULE FOR It —� IV Q HV If441 12-MI LEAR kNCE 0625" ¢ 3 I 0 BLADE?qP O HV BLADE 1 ;j; I EDGE I —.7`1% .l A7s•n> :-iE '�"�""' ' sE5"o1�10�N'i Ys 06125, M,WINDOW BLADE .0625" HV BLADE 1A .1675 YBLADE'$ HV LONG RECESSED NYLON BUSHING KNUCKLE .0625 (TYP) HV SHORT RECESSED NYLON BUSHING o R1.790 HV NYLON HAT WASHER OOR PORTION BLADE— HV WHEEL CARRIAGE h151 302-303 SERIES "o 40' 0.870"x3/I6" THICK NYLON WHEEL. @J MI ,2 / - '2 7��HV VVINDOW "i--- CLEAR 0.188"9 AISI 302 SERIES S.S. RIVETS "I ,31Sc I SEPARATION' j c3.oa BTVEEN ( — —�7 .0625 J .0625• 1 3.7500" 4 HV 1 3/4" ACCORUIOlJ PIN W/ 8 HEAD * EXTERIOR I I;L OPENSLAI cs I i ' sT N OHN CENTERS•'� " .750D" HV 2 3/4" ACCORDION) PIN W/ #8 HEAD 1 —iL I_ 41 �/k„ .o r 2 1/4 =xIf830R E!LVAL;O]' ® POLYCARBONATE IMPACT RESISTANT HV WINDOW j j F-1, �•i eETN;ESE'4 TYPICAL HV WINDOW BLADE fl-Al AND [ N^39 �� i POLYCARBONATE HV WINDOW DETAIL ® FOR or 3^\ I ((SEE NOTE FOR REQUIREMENTS) OOR ® j i I POLYCARBONATEIMPACT RESISTANT HV WINDOW Iffi _:1 i I i BAYER MNKROLON 3103 POLYCARBONATE t 12•MIN.C'LEARSt7CE RESINS, UV-STABILIZED GRADE OR SABIC * FOR J r '4 I I TO SLsDE SOTTPM. INNOVATIVE PLASTIC LEXAN 103 RESIN -fliti Qo� I I — 4 (SEE NOTE "F" ON SHEET 19). V HV <Q� Q1 OR (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 38 --' tvN0 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM, W/ HV l) OR �~ � POLYCARBONATE SOURCES FOR 44 j I EXTERIOR HV 1 BLADE. TYPICAL SHUTTER ASSEMBLY APFLkAB E RESULT N:T,S. TYPIGL PROPERTIES STANDARD .a wswrtY m I HV PIN 47 OR a3 AT RO`LVNO (2) HV PII4 ® MAY BF usm IN LIEU OF (g AND ONLY AT ;-I EXT�IOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 90.324"- £ BLADE'S KNUCKLE. \ eLTsr�L 1 (SEE NOTE FOR sPEr.is v-+A.� A,•7u sz D.Du m/;; C.."u rol;n BLADE WHEN CORRESPONDING TO INSTALLATION 11 ,,.SHEET 7. D< -`v REQUIREMENTS) Ta.:LE 11aD SLRa:GIN AST.EE33 9.40 9..L 9300TYPI D.ai AT HELD D79l 12so0 P...;. 13.+00 (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER 1\m�5\ I j: 'I fEEtvRAL 4R uc04^US Rbt sru D]90 s•D.cco P...;. 3.S.oco-..P.+1. SHALL BE USED FOR DIRECT MOUNT INSTAI UATION PER DETAIL X, RExupiL u t SHEET I C I i i j Ia,cm alto Amn 025e IS 17 i!.' Rx fiuRR NC e4eA�TCFittye. WHEEL CARRIAGE DETAIL KkT S:'GRE ODIM ASTV D]9.3 +7.2- fa.5 3 It"rLts, ASSEMBLY LAYOUT PRE or euW".. A6TN D835 AS9 C-I OL C-I cuss N.T.S. SOr 01NON ASIN nt929 10.o'r fBo'F .F WEFM : ASTM GISS i_45iLE 51Rr1VTN ATi[R AEAn!E;.G ASi1A en 9302 P.s;. e8+0 p..i. (1-) HV BLADE SOLID & '(-A HV WINDOW BLADE DETAILS ENS 51RE55 e:Fo;E%E TNER:ND I ASTV 538 461 Pei Salto P.:. .N.T.S, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, Ci ``V,i1. 02017 TILTECO.INC. ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM `�` IL. E C O INC. �,S,SN�N Accordion Shutter System 7 H.V. BLADE#1 W/OR W/0 H.V. WINDOW BLADE j TILDT TESTING k ENGINEERING COMPANY American Shufter S siems Y REV*N DESCRIPTION DATE DRAWN BY: LG ('T.C7 A ASSOCIOflon, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 '. "•, x!n ro YA 6355 N.W.3E•Ji.St..51..305."It..4 GARnJ'15,FLaR S318 p —pC—RC �_ Ph.D.:(3o5)a71-1530.r°::(305)e71-1531 4266 Westroads Drive z No West Palm Beach, FL 33407 3 DRAWING - 41 S�O nJAI 1111 °Ee-0oc6712 17-107 W,FLO R A.TILLIT Jt,P.E. < P.E. S[AL/SIGNATURE/DATE RORtOA Lk.F<4167 6 SHEET 6 4 OF 20 (3f+•33 N ():'�_ 1 (3�•(1�3 wry 'WSJ *NOTES ON HV LOCKS AND CENTERMATES; A B C G l 2>'•E�• J Y N 5 T V 'ZJ 'p�-g'.•�%: - , jJ ( '�91«�wy 9!•:.LS•o•�2 1. MANDATORY CONDITION /1: ONE HV LOCK�¢or:g SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BEj,OW V2 OF SHUTTER SPA-4 FOR SPANS UP TO 105",AND FOR INST TIONS AT ANY ELEVATION. HV LOCK E25 or l5 MAYBE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO I OR ,l I ifn n CENTERMATES W/(2) 1/4.0-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON ,\ 1 TYPICAL SHUTTER ELEVATION. 2,OPRONAL CONDRIQN 01.IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV (16)M2COy1 v I LOCKS 22_: ,q5 OR 0 MAY BE USED AS AN IN OR OUTSIDE LOCI(. CONNECTION OF LOCKS TO CENTERMATES 12�I: LO &SHALL BE AS INDICATED ON NOTE (1) ABOVE. v °klCy�7 LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 00-Ha I I 1 ,...A �2 IS USED W/1Y(O H.V, LOCKSI:.LOCKING RODS� ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4 oR;2 aQfi O 006 cJ , 8E USED IF DESIRED TO ENHANCE SHUTTER PERFdFSMANCE, LOCKING RODS'J OR AN ALTERNATIVE DEVICE v MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). v v 1 4. MANDATORY CONDITION F2c ONE HV LOCK(F r�'p6 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 4'or Q3 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS'35 #a AT TOP& 80TT01.1 SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVAiION,` NDG-NVG I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. �ssrB. 0 5. FIRST ALTERNATE TO MeuOATORY coNDITIDN 11 VALD ONLY FOR HV LOCK W/SYMMETRICAL CENTERMA7LS_ft: HV _ t� EjY�Svo ; OR ONE ALTERNATE LOCK Q6 MAY BE USEQQ,,IN LIEU OF HV LOCK R�4+;or FOR ANY SPAN AND ^7� INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK @6 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT 4 / I jy��x3a I + 'JizV OF 1/4'0-20x3/4' S.S. THUMBSCREW TO Cl.,OR C CENTERMATES SHALL BE MADE W/ 1/4'0-2Dx3/4" ALUM. N o-n o_ a� •g �no�D-nyv0 re RIVNUT AS SHOW N ON SECTION HVE, SHEET S. ONE LOCK SHALL DE USED AT 1/2 OF SHUTTER SPAN OR TWO -:VrCI V I �Sg LOCKS AT 1/3 OF SHUTTER SPAN. t \I6. t'eNDATORY CFINOITION 93 FOR KEYSTONE MOUNTING INCTAUATIONS• ONE HV LOCK'fj or 75 or BB SHALL BE I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96%AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK;or @�or @ MAY BE USED As AN INSIDE OR OUTSIDE LOCK, ATTACHED TO or 4 SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG FLAT HEAD S.S. END-- I ; \ M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 35 W/36 SEE SEE EN TIOri OR 3�TOP AND BOTTOM IS COMPLETELY MANDATORY. OEIAIl' ON o r [ 0 v w x a 18FTYP, FULL j It " - ; *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER. SECOND ALTERNATE TO 'ANDATO CONDITION Y1 V UD ONLY FOR-HV "T' IOC 0 AND HTFRMA S N lm[D ILIITERMAIE L ¢ R5k'S K O Tf 1L 1 $$y ONE ALTERNATE HV 'T'LOCK ,`.dJ MAY BE INSTALLED IN LIEU OF HV LOCKS OR Q�FOR ANY SPAN AND ,�;o, 7":ca.C�'"tl i,;v oa IRS7ALWION AT ANY ELEVATION. ALTERNATE LOCK-n MAY BE USED AS AN INSIDE OR OUYSIDE LOCK. ATTACHLTEWT J -�. OF LOCK CO INCLUDES USING REINFORCING LOCKER @, AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE ��.(✓ C7t GA .!13 IES,icF(17;. - CONNECTED TO CENTERMATES @ AND E3'W/ 1/4"0-20 x 1 1/2"LONG S.S. THREADED BOLT W/ 7/8"m x 3/32" WINGNOT 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' ,6 �;�;;�•;�•(iw MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 03':TOP AND BOTOM IS MANDATORY. �s•p1YIi3.7aGx,�s�,n_j« (s)•(i a:_L)•i ox(i j 6-s;�A!�2• A� * OTE ON HO LOCKS CENTERMATES: _ 1. HD ,S( S HD CFNTERL(ATES G1 OR T31 W/i31 : ONE ALTERNATE HD LOCK i3-0 MAYBE USED IN LIEU Or TYPICAL '1) BY BLADE SHUTTER ELEVATION HV LOCKS(24 OR QB FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK 541 MAY BE USED N,T,S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK!34)TO i�S IS W/3 #8 x 3/8"F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT 31 AS SHOWN ON SECTIONS H08-HV6 AND HOC-WC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS OS IS COMPLETELY OPTIONAL. 1{1j ydt1FD�P,•ser FLORIDA BUILDING CODE(Non igh Velocity urriccne one' klkt`1��\ ••• n4 2017 EASTERN AIL?AL SUPPLY, INC. rJ'`+ E2017 TILTeCC.INC. ��crs BERTHA HVTW.A r I L IE C O ►N�. S, Accordion Shutter System Sttv. B-ADE;</1 w/OR w/o H.V. NiNIJOW BLADE T TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DCSCRIPTION DATE DRAWN BY: L.C. TILLI �+'•, - +4 t��' y�,. Association, Inc. I OLD 15-085 7/27/1 DATE, 07/27/17 �. ••t++. ,i 6355 N.M 3!11•.St.,S11.YJS.N`tGI a GA DENS FLCROA 3316 �.--.•=+!. k prone:(305)871-1530 Tox (305)571-1531 4268 Westroads Drive 2 DRAWING No t rrr „ ='r' 1 -,�oa:eu.00eooLwm West PDlrn 6eoch, FL 33407 3 •. sV /y p� Ik ES-0006719 17—1 0 7 -_ja'VAL ij.�} rI III WALTER A.TILUT Jr.P.E. 4 • +� ...DA U..d 44167 5 SHELT P.E. [lL�51GIUA�UREjDATE 6 5 of 20 --CO POURED CONCRETE . NCRETE ANCHORS POURED i (SEE SCHEDULE ON OR CONCRETE BLOCK POURED CONCRETE REQUIRED S.S. CONCRETE SHEET 13) CONCRETE ANCHORS 1 MACHINE SCREWS REOuIREO % REQUIRE r-\FrR SCHEDULE ON W/ 1/4-20 (07 _E SEE CONCRETE ANCHORS I. I SHEET 13) MOUNTING SHEET 7) (SEE SCHEDULE ON SHEET 13) E(S- NUTS 0 12"D.C. 1/4 -2Gx3 4'S.S. 7 --ED a M —ED ACHINE SCREWS Ell] USING 1/4.-20-NUTS 2 'a 12-D.C. 1/2,- 13E. 13 OR 15 .250' E. 250"M... E.O' MI OPTIONAL -OPTIONAL N,SIPARAT'ON TO=SEE so�Dt".E ON SHED 'SMIN' SEPARATION To GLASS EXISTINGEXISTIIIG SCHEDULE ON SHEET 11) j I FOR IXACE O.ND OR ON 19 LASS EE SC� .1-ZION TO GLASS GLASS— LLyy (SEE SCHEDULE ON SHEET )I)— EXISTING : GLASS--; !CC)HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION .83, HV WALL HEADER INSTALLATION + KEYSTONE EXISTING MIN.SEPARATION TO GLASS ---(SEE SCHEDULE 0:4 CLASS- SHEET 1 1) 10 OR I EXISTI TO OMs(SEE I MIN. SEPARATION TO GLASS CUSS 5 O+SHM —(SEE SCHEDULE Or,'SHEFl I I)— SS 1'1�FOIr W�_d)AAD___ rl I IMT 19 FOR KAOU(1&(9 EXISTING OPTIONAL GLASS—. i OPTIONAL � P 114"M.r. 13 D @ E.D. E. D. CIS - ------ �OR Cl .. f 1 1/4'0-20.3/4"S.S. PHILL PS ED EO� i TRUSS HEAD 1/4"0-2Ox3/4'S.S. PHILLIPS I MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS '---CONCRETE ANCHORS 1/4"-20 NUTS 0 12"D.C. (SEE SCHEDULE ON W1 1/4-20 NUTS C.- 12-D.C. (SEE SCHEDULE ON SHEET 13) POURED CONCRETE- SHEET 13) CONCRETE POURED CONCRETE OR REQUIRED BLOCK OR CONCRETE BLOCK 1J.(XNCRETE NCHORS (SEE SCHEDULE Ott D., ,HV WALL SILL INSTALLATION WALL REQUIRED HV WALL SILL INSTALLATION POURED CONCRETE. SHEET 1"4E) OR CONCRETE BLOCK WALL REQUIRED "ff) HV WALL SILL INSTALLATION NOTE FOR CnIABi p�, - _110NI5: y INSTALLATION DETAILS W/ I- SEE SHEET 4 FOR TYPICAL SHUTTER E.D- - EDGE'DISTAN SEE LiM)TATiONS 0;usl�TOR A 2- MOUNTING SECTIONS CAN BE C0148INED (SEE CE BLADE -1) HV BLADE ASSEMBLY SPECIFICATIONS Q.�)a N SHEET r r 19 IN ANY WAY TO SUIT ANY INSTALLATION, FLORIDA BUILDING CODE(NonHigh Velocity Hurricane Zone: 02017 INC. C72017 EASTERN METAL SUPPLY, INC. BERTHA HVTI4 .�441 Accordion Shutter System /171LEC 0 ,,-- A.&S.A. H.V. BLAX#1 W/OR W/o H.V. WINDOW R-ADE American Shutter Systems REV"No DESCRIPTION DATE DRAVIIII BY: LC. 15 TILL! TESTING & ENGINEERING COMPANY s 0.% .' �11 As ociation, Inc. I OLD 15-085 37/27,117 DATE: 07/27/17 6355 N.".36%.St.,511.J-05.Vin(NIA CAROMS.FLOR�A 3316f 4268 Wesiroods Drive 2 ......... Fr,- (305)871-15'0.Fax:(305)871-1531 —DRAWING Na West Palm Beach, FL 33407 3 17-107 E-0005719 1 WALTER A.11LUT Jr.P.E. FLORIDA Li:.AF 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 6 _OF-20 CONCRETE ANCHORS POURED to EXISTING M GL�s CONCRETE N I (SEE SCHEDULE ON SHEET 13) a�(SEE _tse, GLASS- S�EDU ON- S.Ect FOR EDGE 0' S=9 Tw REQUIRED SLAB IF • il-A--- A a. LE EXISTING APPLIC GLASS A ALTERNATE-' I EXISTING f GLASSY -#10.3/4'HEX WASHER LOCATION F� HEAD -OR 1 CRIB TEK SCREWS 0 12-0.C EDGE OF -SLAe IF -CONCRETE ANCHORS (SEE ED APPLICABLE SCHEDULE 014 SHEET 13 ECCE OF EXISTING ED,,E Or— SLAB IF APPLICABLE 112" J I E A; SU IF GLASS SLAB IF OF 1PUCk9LE p APPLICABLE sapw'w POURED- FLAT HEAD CONCRETE ANCHORS TO 0_`SS tsa POURED 1 Sa4wUU:ON I i CONCREW�j D." CONCRETE (SEE SCHEDULE ON SHEET 14) I rw v_0E ID-z POURED REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED I)OR fA_1#cDNCRETE CT!S�w 9,0. (T 0 REQUIRED (SEE SCHEDULE ON SHEET 14) (DI TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. BY WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER HV FLOOR INSTALLATION SCHEDULE #3, SHEET 11 HV CEILING INSTALU�TIO EXISTING CONCRETE ANCHORS M-.W (SEE SCHEDULE CN17 -CON Sw i/Ir'O M,BUILDEX TA. SHEET I!:) Aol-mzz witt"Mw EXIST114 TECH14OLOGY OR.I/ T ON I.W.it) EXISTING EXISTING---- GLASS -�, I ;mSrEN_ERS TAPP -al GLASS t D� I')i - ,,sL 1 3/0...ENSEWO.Xt 5' o.-MUIX 0 M It) OC.FOR UP TO 6'-0'SPAN A�Z 1 4-O.C.FOR SPANS LARGER THM_0 67-,Q,�TO M.�Lv FASTENER HEAD t j MAX. (TY-.)(SVE Nox t cN.1, t 1/2 11 FOR UMTMXXI�) IZY.--1 3/8"J SHEET Sf MAX. I.Sev-gir OR • CCN TEK 12"D.C. AT 01-3/4" HEX HEAD.. USING I 4"2D NUTS UR 12.0�C. 1/1*2W/4'SS.5 /4 0_79 (SEE SCHEDULE ON 1 11, Y, `if NUT N,- ANCHORS 14.3/4-S DS TEK,SCREWS 0 S'D.C. 40 7_�/ CONCRETE 6 w/ a 9"O.C. ',_EXIM;D NOR STRUCTU2 '--J • L:j2.oO-'iIIN. WAIL TRIu(DECORAIINE E.D SILL) 114.3/4-F.H. S.D.S. MIN., POURED CONC�ETE SHEET 14 !j 4�OR 1/2'1 EDGE OF SLAS IF ...... C.9,D.C. REQUIRED 7/8" APPLICABLE CONCRETE A14C140FRS 'SEE NOTE 13(b) -�E I/ . -SEE NOTE 13(D) 0.- POURED CONCRETE (SEE SCHEDULE ON 014 SHEET 'POURED CONCRETE-2, SHEET I I J ON 0 CONCRETE v R ONCRErE BLOCK SHEET 14) OR CONCRFIE BLOCK REQUIRED REQUIRE,' (q)KEYSTONE MOUNTING INSTALLATION OPTIONAL-' POURED CK) H V WALL FLOOR INSTALLATION HY WALL WALK—OVER INSTALLATION "M "MUNI A.S.D.DE GN PRESSURE: 64,-72 pf C ONCRETE-- mAximA spurtE.;SSPAN 8'-0- G 1-7;EAINGUARD INSTALLATION t NOTE., t THIS INSTALLATION SHALL BE NcTF FOR COMBINLTIzL�Tj SECTIONS: REMOVABLE WHEN PERFORMED '."s OF USE FOR M F TIE I'fAl" S E,0. �EDGE DSTANCE LE ZX I- SEE SHEET 4 FOR TYPICAL SHUTTER H SHEET 13) ADJACENT TO AN OFLRAB (SEE SPECIFICATIONS 0 OR ENTRANCE ON HEET 19 ASSEMBLY .......... INSTALLATION DETAILS W HV BLADE 2-MOUNTING SECTIONS CAN AL "U"T IN Ahy WAY To SUIT ANY INSTALLATION. ITlltjIR A. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone" C2017 TILTECO,INC. CO 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM A S S Accordion Shutter System , , . . 0.4 A KV. MADE#1 W/OR W10 H.V.WINDOW MADE American Shutter Systems ICY.N. DESCRWTIO" DATE DRAWN BY. L.C. TILLIT TEST ING ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 DATE, 07 355 H.W.39 .St..SJOS. IPGM VARDVA.ROROA 531SE — - _2YELL-A rt It 4268 Westroods Drive ...... i(305)Brl-1530.F..:(335)871-1531 1 DRAWING No- e—ll:t1te.o0col.— West Palm Beach, FL 33407 3 EEI-0006719 4 17-107 WALTER A.TILLIT Jr,P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.y 44167 5 SHEET 6 7 OF 20 SEE END WALL CON ECTI TAI LS O H O .i'•18 SEE NOTES ON LOCKING RCOS 5.HV LOCKS 01 1� I 1 INSTALLATIONS W/0 / HV **SANDLA ALTERNATE HV LOCK®ON SHEET 5. V 9� j N EXISTING GLASS BLADE W H V CENTERMATES ENT E SIf.GK DELIC HVFION W VALID FOR L CENTEHUATES APPLICATION WITH EIADE 1 � L OR iL SEE END WALL CONNECTION -10 15 OR 1©-@3°(9 0 OR r —EXISTING GLASS DETAILS ON SHEETS 10 & 1> i �1!,1 i �$�1 8 era�.'�8 oa®.�7 re �-.—--—•————— -- -'-——— ——' —--—————t———._ --'—— —--——._ —._.__. _ ... _.. .._— —--—- (fi0E3-i6 ALLOY)ALUM.2 �J I 3 1/4" 7^ 6 1%2^ _ 7" ' OPPOSING SYMMETRYCAL I AJIGLC W/(2) I/9^a TFPLON I/2" �+�•® I ANCHORS TO CONCRETE f - CENTERMATES CENTERMATES (TGP/90TTG") s10xS/•'S.ALS.O 12• !I �dlfJ.SEPARATION (4)#100/2'S.I S. TO TUE�! /r D.A. LP 12" HV LOCK 4_or S ! W HV LOCK o (25* TO GLASS j (SEE SCHEDULE AT ETCH ANGLE.(TYP)i j i i ; , m �_ * 5*• IN I' UN SHEET 11) t05 02 CG l — - �/ Q°n 4 c6 6 7 on 8 ca 10 •�3°' �. i '�.._0°R`0, o U T ® °. `trJ* H V C ,o• 1s°°�.��°R1(�.rl,°a HVA �J! HVB © ® O v oR ^✓.+ 6 EXISTING GLASS POURED CONCRETE OR CONCRET©'O •Q�©'O' 1�8_� EQ U6REDE BLOCK'HALL rdN ExlsnucC O7TRICAL * -1N r�' ©FO O �. •�.,� M'N.SEPARATION rcuss © O O O © I MATES -�6 I is-©°RQ•®°R® �a 8« 9• 3 oR 19• 5 `r.IsnTO G Ass V_ �• ,——..J G1A55 "� * i (SEE SCNEDULF. Opt I - -)— W HV LOCK OITEfiOR ON SHEET 11) N �* ( ) i ® ® t9. 13on19•®5 I.IIIJ SEPARATION 1 4.7 °` —'; —�� 00.©•®— —. ___ 'TO GLASS (SEE SCHEDULE ` lV OPTIONAL. ) 7 ON SHEET 11) •� (INTERIOR) ,�, / _ _—_—_— ' , } OUT — �CONCP.ETE V \ O / -- �_ ANCHORS & i e; l— 1 — — -- 35 �a �� v;RhS 6 i MAX. SLACK OUT I ouT f ! *� (ExTERIOR) HVE HVF** H V D jT 467/9 A raxm+yi I:T �• �• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' q� ff•'s Q2017 EASTERN METAL SUPPLY, INC. 11 `" "e"'••, W '0•2017 TILTECO,INC. ti�G` S ''• BERTHA HVTM % S/TINEC® iN�. SA Accordion Shutter System �e H.v. BLADE #1 w/OR w/o H.V. NANDOW e(aoE / American Shutter S slams T,• r> • Y REV.N OESCRIPNDN DATE ORAY:N BY: L.C. 'I'TY L1 TILUT TESTING & ENGINEERING COMPANY •:'y`4 a 268 W stton, Inc. I OLD Is-Das n/27/1, DATE: 07/27/17 YRczlT�4. _<x. d� 6355 N.N.J6:6.sl.,71 Jos. .TO,:(305s. 1-153 3 JI6 Fnone (JG6)9%1-1530.Far (JOS)871-t3J1 4268 Westroads Drive z DRAIYUJG-No td O(� '••• C\ It°- °-.T°n:uK°°oo°oL°om west PDIm Beach, FL 33407 3 - - ,- L)/AN/�1 '��a`�14e` ED-000671P K 17-107 '••� V�I YYM1. 11 ILTEP,A. ,ILUT Jr,P.E. rrrr/P' rLORIDA lie,d 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK C HV MALE/FEMALE "T" LOCKS CENTERMATES 6) _�9 & LOCKERS ��i W/ n HV BLADE err END CONNECTION DETAILS ON SHEETS 10 a I8 INSTALLATION (1i HV BLADE oUT �, IN `'""" 55 li.E DSLACK DETAIL INF,INDICATED ON SHEET B. W/ HD CENTERMATES D 6 NTLL AS UNNERSAL FLOATING BLADE 0 OEAT.HCD-NVU, ®a®•Oa`�a"to'Ow INDICAIT-U ON THIS SHEET.MAY BE USED WWI THIS ALTERNA I IUSTALLAMON DETAIL NNc S—N IN THIS SHEET. SEE END WALL CONNECTION— y f0 ©°'©•®09r�®O1 DETAILS ON SHEE75 10 & 18 ':'� � ©.©�,�•©�©;.gym (EDN-16 KLO'n ALUM. • j 2r � a:cLE°1!(z)I�4'e TAamN "/a• ,:® (oP araL) I 54 ' �oP710ta) AI=NDIX 0 C0;<CfiEi[ j (4)1-1/2•S.N.5.TO NEC i •r[I0.3FLLL o I]' i I,f 3 I T Al W.11 Arms 0YP)1 I // D.C..c.FULL LENGHT. I N N 1, J Zt j 30 HV "T' � PINSN(TYP.)^ .• PHIS1mp.) \; 4"'9 s°" O !S/11•I 1 J/.•_ / • t=r (SS SCMv^A 5 3 / LOCK (INSIDE) or s:Ec ) n n _ 1 1 7\051 28 r't 29 •` 35 `-3© CUT 31 oR 32 j !33 `31 OR 32 31 oR 32 35 i 1'-31 AIR 32 a-, 1/4" 0-20 x 1 1/2rr S.S.M.S. :J 35* (cPner:u) SEE NOTE 6 FOR HV LWKQ W/ 7/8"0 x 3/32" WINGNUT. (OP➢D.-o HDB—HVB CUT HDC—HVC -Y LOCK.ON SHEET 5. * HVG* SYMMETRI W � LCAL OCHDK CENTERMATES SYMMETRICAL HD CENTERMATES QO HV "T- LOCK (OUTSIDE)— 26 k W�)* LOCK (INTERIOR) (EXTERIOR) t SERIES 9444 ALUUINUM (2024-T3 ALLOY)LARGE FUNGE THIN a®w 6 7 8 f 0 SHEET NU-SERT,PART/0820. O OHO •©`" AS VAMUFACTUREO BY A'NEL CHERRY --10•©^•©•©3 w t©0- T TORN,F RSIPPa1Y,HEY1 JERSEY ©•O•©a.©.O.®Pa 07054 OR EOUAL. .-_S I }O *SEE ROTES ON--G—1(1)G HD 1�LO.KS ON SHER 5 L'-\J v AL•-� UYAERSLL MCATiNG DuA,HDO- O 6 VLL'D OR Ail MI A-'S-U^-AICNS MTH eLIOE()D HDD—HVD'* FLOATING STACK 'E+dd4!!//ar Sa k A. 71 ""� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' I A ti L •' ;U6�•.. �+ 02017 TILTECO,INC. 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM •4' S Accordion Shutter System H V. BLADE #1 W/OR W/O H.V. WINDOW BLADE Y n % • { TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems • Q y REV.N DESCRIPTION OATC ORAYM BY: L.C. `• /�` •••• V '•'EIJ rtt4 6355 N.IV.361A.SL.Sle.305,NROIN:A CNiDENS,fIORIJ0.]SIB Association, Inc. 1 ai.D 1$-09$ 7�p7/1 OATS• a7�[7/17 Pb— (305)871•153D.F-;(305)871-1531 4288 PJestroads Drive = DRAWING No .-A! •'l•J"{"t yS: LtL' _ "- 0:oa0000aoLaom West Palm Beach. FL 33407 s ' �'Ylyl•4; A,EEI ER-0006719 17��07 • IVALTER A.TILLTT Jr,P.E. 4 ` FLORIDA Llc.F 441G7 5 SHEET P.E. SEAL�SIGNAGNATURE/DATE 6 9 OF 20 SCHEDULE.#1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER. SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" INSTALLATION LEGEND NOTES:(ft.). FOR INSTALLATIONS W/ OR '•L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS CENTERMATES. ® & ® or O or INSTALLATIONS W/ P W/ SYMMETRICAL CENTERMATES CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W1 ONE N.V. .LOCK or or or N ATT . 1 & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIG14 PRESSURE RATING. HO LOCK ®W/ NO LOCKING RODS or ONE HV LOCCK L4 or y or , OR s W NO LOCKING L-: I'.AX.ALLOWABLE SPAN FOR A GIVEN NEGATNE CENTERMA�E iB�F 29 VJ/ ONE W/ NO LOCKING RODS / WALL A. B. C. D. E. M. N. O, P. Q, A.S.D. DESIGN PRESSURE RATING. ® OUS Qy MOUNTING F. K & L R. S. & V. H "T" LOCK 30 W/TWO LUNG (SEE NOTES t.tt) (VAUD FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM EE SHEET 7) FLOOR/CEILING G. H. I, II, J T. U, IN & X "ALL MOUNTINGS (TOP/BOTTQ'.1) OR FLOOR/CEILING: NAJr[1177��c ii CONCRETE k Y7000 MOUNTING C014C12ETc&•l.VO INSTAIJATIONS 6 CONCRETE & M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, MAx1✓VIA AS.D.c sGI: INSTA TID S AS.D ocslcR INSTALLATIONS DEFERMINE MAXIMUM SPAN •L+"FROM SCHEDULE. A S.O.DESIGN PRESSURE WALL MOUNTING PRESSCRC PRESSURE WALL MOUNTING FLOOR/CEPUNG ES Rizlp FLOOR/cEIUNG L!OUNTING GIVEN A NEGATIVE R.S.D. DESIGN PRESSURE RATING, (p.m.)RATING MOUNTING ,• N (P.",I,) OR (Pc./ FLOOR/CEILING MOUNTING(t pR_) „If,OR_J (+DR_) RGOR/WALL MOUNTING /�, DETERMINE MAXIMUM SPAN "L-' FROM SCHEDULE. L f (ft) L-(II) L+ (.1) L-(R) L 1 (11) L-(R) L t (R) L-(11) C) MAXIMUM SHUTTER SPAN "L+"OR "L FOR 16'-0" j i6'-0" I6'-0" 16'-0" 30 i6'-0' 16•-0' 30 15'-0" ,6'-0" INSTALLATIONS INTOWOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LESS _ - 105 PSI. A.S.O. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN L+"AND"L- _ 35 ,4'-f0• j 14'-TO" 15•-2^ 16'-_0^ " 35 14'-10' 14'-10' 35 15'-2^ _ 16•-10" 40 13'-10• 13'-,0" 14'-2' 15'-2" 40 13'-10" 13'-10' 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13,-1" IN-1' 13'-4' 14'-3" 45 IS-1" 13'-1' 45 1S-4" 14'-3 t HV CORNER CENTERMATE,§3 MAY BE USED AT ALLCOMBINATIGNS I.N BETWEENMOUNTItGS 50 127-5" 12'-5" 12'-8' 13'-7" 50 12'-5" 12'-5"T 50 _12'-3' I3'-1^ MOUNTING INSTALLATIONS. LOCK114G SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS:GS: S: Ir-10" i 1V-10' 12-1" 12-11" " 55 I7'-10" 11'-10• 55 71'-1" 11'—I1' SHALL BE AS INDICATED ON MANDATORY CONDITION SS (.'2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE __.. ----- NOTE #5, SHEET 5. 0 11•-4' 11'-4" 11', j 4" 60 1V-4" 1l'-4' G0 10'-2" 10'-i 1" RATER _.._... ._ _ _.-.-_.._..._ 5 0'-10 10'-10' 1'-I~ 11'-1 ' 65 IO'-10• 10'-10" 65 9'-5" To'-I" DETERMINE: LI+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' t0'-6' 10'-9' 11'-5" 70 _IO'-6" t0•-6• 70 9-9' 9-4' Ls+= MAX. SPAN FOR FLOOR/CFILING MOUNTING _7S 10'-1" f0•_-1" 10•-4" 11'-1" 75 10'-1' 10_'_-1" 75 - 8,-9" tt EXCEPT THAT MAXIMUM S4UTTER INSTALLATIONS, 80 W-10' 3'-10" 10,-0" 1 t0'-9' 80 9'-10' 9'-10" SPAN"L+"OR 1-'AND MAXIMUM A.S.O. DE-SING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE _85 9'-6" 9'-6• 9'-9"� 1a' 5" 8S 9•-6" 9'-6' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: -00 g_ 9'-3� 9'-5- ,O'-1" -90 V-3" V-3• OP.CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS'. DETERMINE: _ -_. _ .__-- -- -- _ 1- CONNECTIONS TO KEYSTONE MOUNTING Li-- MAX. SPAN FOR WAIL MOUNTING INSTALLATIONS. B'-9" 9'-2^ W-10 _95 9'-0• B-B LIMITED TO +64,-72 ps.l. AND 8'-0' SPAN, SEE L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' 8'-4" 9'-0"~ 9•-7' ')00 8'-9" W-4' MOUNTING M ON SHEET 7. INSTALLATIONS. 105 B'-_7' T-11" 8'-9' 9'-4' 105 8'-7 T-11' 110 -B'-4' i T-7" 8•-7" 9'-2""-Y - 110 7'�-7• FINAL MAXIMUTA ALLOWABLE SPAN :S EQUAL TO THE 115 a'_2=—[—r-3- e•-a• -B•-11~ _ 11s e'-2• �'=3' SEPARATION TO GLASS SCHEDULE MINIMUMBER'/EEN "LI+". •'La+`, "!I AND "L2-" rl 8'-2' 8'-9" 120 8'-O_ C-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM --- 7_-1-0" V-8"' W-0" 8'-5" 125 7'-10' 6-8" ALLOWABLE SPAN AND NEGATIte A.S:O, DESIGN _ 7'-B`I 6'-5' 7'-10' 8'-1' 130 .7'-8" 6'-5 MINIMUM PRESSURF RATING TO DETERMINE MAXIMUM ANCHOR i-7 6'-2" T-9' �'-s' — las 7'-7' 6'-2= WIND ZONE SPACING. -- - T-5" 5'-11' T-T T-6' 140 T-s--- s-,r _ ASTM E-1996 SEPARATION T._3• 5-97'-5' 7'-3" I45 T-3' S-9 TO GLASS 0 7V-7" 7'-4- 7'-0' '1 SO 7'-2" 5'-7" 5 T-0" 5'-5' T-2" 6'-9" 155 7'-0• s'-s• 1 THRU 3 1" 5'-2• 7'-1' 6•-7' 160 _ 5-1 1" 5'-2'^ 165 6'-10' S'-1' -7'-0' E'-4'- 165 6'-10" - 170 6'-99' »-11' W_I 1' 6'-2- 170 - 6'-9" 4'-11' 175 6^T 4'-9' V-9• 6-0" 175 - -_ 4•_8^ 6—_8'- _10' 1fl0 6'-6" <'-B• �� H V BLADE 185 C-5" 4'-6" 5-7" 5'-B' 885 _6.-5" 4•-6" 190 '-4' i <•-5" 6'-6' 6'-6" 190 6=4` +-5" 4'-3" 6,-5. .-5" _ 195 - 6'_3^ 4'_3^... - 200 6'-2• 4'-2" 6'-4" j 5'-3" 200 6'-2" 4'-2' 205 1 6'-1" 4'-1" 6'-3' S'-i' 205 6'-1' ,J4at ,rai��„ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' F1 �5.'"•,• f C2017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM 1 L E C O N �■ ■S■�■ Accordion Shutter System H.V. BLADE#1 W/OR W/o H.V. 1MNDOW BLADE American Shutter Systems RE16 OESCRIPTIDN DATE ORANN @f:MLRV, L.G. TILLIT TESTING & ENGINEERING COMPANY '�T �a 7N�![f :-zg•`5 Assoctatfon, Inc. I OLD 15-085 J7/27/1 DATE: 07/27/17 6755 N.W.:5:A.SL,SIe..CS.\1P.GINIA GeRDENS,RORIDA J]i6 c7.•'• r/^^'^ '('• 1 Ph—:(305)871-1530.r-;,(305)671-1531 42E8 Westroads Drive z DRAWING No n ••'<,, Id -T.�9:une�ca4o1.4,m 'Ne=_( Palm Beach, FL 33407 r �, 1 EB—CGD6719 4 1 7—1 Q 7 1 ft wu, -;'TILUT:r.R.E. 5 SHEET �'' FLORIDA L;e.IT 44167 P.E. SEAL/S(G`F1k_1'6P.E/DATE 6 11 OF 20 . . � . :111 ? ::1. ,:.. •:: '•.. . „• ally �1' • .- ' •. :71 •: .• :i . . 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O ® Cfi®0000 0 ®��OQ�� ID00 �0��® O321M=M� O ®a�00000000.1 00oiia�ORa000nMMMMOOoiaO��000000m®©O as o�ogm oi��i®o��i�� ov�ogoo��i o�i��o o��o©i�0 as o00 o snv0000� ®�oo®o�io�oogv� �ao�a •• i m vo 0 0 o aroosao m MAXIMUM ANCHOR- SPACING Tin) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESh•N NEGM PRESSURE RATING MD A CORRESPONDING MIDUNENG TYPE FOR CONCRETE OR CONGRETF BLOCK INSTALLATIONS (SEE MOt1MINGS L G:✓k:H ON SETTS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS! POURED CONCREWOONCRflE BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min. f'c - 3 ksi) AIAIDMuM QE WALL SILL MOUNTING ©CEILING. MOUNTING @ FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFCRM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. (Min. T'e=3 UL) SPAN ANCHORS SPACING LEGEND - 1/4 0 x 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min. Fc 3 W) .OES CI MTG+LVE PRF751RE RAIDX; )ISO.DESC.Y PRF59F.E PA r sI), s.0.DEIGN_IIEGM c f4LE551Y.tE 9A1LVG psl) - 1/4"m BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLDRIDA FASTENERS DIRECT,INC.(IAin.Ye :,2 ksi) 70 <0 60 75 90 120 16D 205 >D a0 60 '75 90 120 16U 205 SO 40 60 75 90 120 1fi0 205 TAPCON OR _ 1/4"0 TA PER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT &SPECULIY I TAPCON PITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED B1TH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 1 9 I g 1 B 1 6 5.5 14 12 10 1 9 1 9 8 6 6 14 12 1 10 8 1 8 6 6 THREADFORM TECHNOLOGY (Min T'c 3 ksi) 3'-0" 14. 12 10 9 e 8 6-6 la 12 10 9 8 B- .6 6 14 12 10 9 8 e 6 6 ALL POINTS SGLID-SET OR LESS 14 12 10 9 0 8 .6 614 I2 10 9 B B ,6 6 14 12 10 9 8 8 6 5 DLUE TAP iV/CAP NOTES: 14 12 10 9 B 9 6 7 14 12 10 9 6 B. 46 6 14 12 10 9 a e 6 8 A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 6 7 5.5 3.5 14 12 10 14 12 10 i 9 8 e 6 5 TAPPER4 ANCHORS IS 1 3/4'.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2. 4'-0" 14 12 10 9 8 8 6 6 14 12 t0 9 6 8 '6 6 16 12 10.9 9 8 6 5.5 14 12 10 9 8 8 6 4 14 12 f0 9 8 8 .6 a.5 14 13 10 9 8 6 4 3.5 A.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE, NO EMBEDMENT 1, 1_ t0 9 B 8 6 4.5 t4 12 10 9 9 e '6 I5.5 14 12 10 9 8 8 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S,MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO t4 12 10 9 5 5.5 1.5 14 1Z 10 9 8 E. '6 5 14 13 10 9 8 7 5.5 4 •SEE unnaT:0N5 OF USE FO6 EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 f2 10 9 8 8 6 6 14 12 10 B 6 8 -6 5-5 14 12 10 9 8 8 IF 4.5 eL4DE i�:W SHEET IE 14 12 10 9 8 7 4 - 14 12 10 9 e 6,5 •5 3.5 14 12 10 B 6.5 5 1,5 3 A,3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 6 7.5 4.5 - 14 12 10 9 8 8 '6 4.5 14 12 10 9 8 E 4.5 3.75 ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID Y)ALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 7.5 6.5 4.5 - 14 12 10 9 8 7.5 5.5 < 1d 12 10 9 8 b 4.5 3.5 NOTES A1)&A2)ABOVE, FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER,FOR 6'-0" .14 12 10 9 B 8 6 - 14 12 10 9 _8 a 6 5 14 12- 10 9 8 6.5 5-3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 ,2 '10 9 7.5 5.5 S - 14 12 10 0.5 7 5.5 !a. 3 fa 12 8 6.5 5.5 4 3 - 14 42 to 9 e 6 - - 14 12 t0 9 8 6.5 ''S 3.75114 12 10 8.5 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 1 4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED DY I.T.W.BUILOF,X. 1} 12 6 6.5 5.5 ] - - 14 12 10 9 8 5 4.5 3.5 11 f2 10 8 7 5 3.5 3 / 14 12 10. 9 8 8 - u 12 la 9 8 7 5 4 u 12 �0 9 7.5 5.5 i 3 - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. T_G. - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFAGIUREO BY FLORIDA FASTENERS DIRECT, INC. 1/ 12 10 8 5.5 4 - - 14 12 9 7.5 6 4.5 3.5 - 14 10.5 7 5.5 4.5 7.5 - - - 1/4-0 TA PER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS', INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY t4 12 10 8.5 7 4 - - 14 12 ID 75 5.5 A' - Ia 12 9 7 7.5 4.5 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. It 11 7 5.5 4,5 - - - li 12 10 9 7.5 5.5 4; - 14 12- 9 7 6 4.5 J _ i B'-0 1t 12 10 9 e 6:5 - - 14 12 10 a 6; 4 - to 12 fO 6.5 5 3_5 - NOTES: 4 12 6.5 7 5.5 ] - - 14 112 6 6.5 5.5 4' 3� - 12,5 9.5 6 5 4 3 - R.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON. BLUE TAP W/CAP ANCHORS ArID TAPPER+ANCHORS I5 1 1/4'AND TAPCON 14 12 9.5 ].5 6 14 12 9.5 8 6.5 5 14 12 8 1 5 6.5 4 - - WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 6.5 5 3.5 - - - 14 12 10 8 6.5 5 - - 14 12 8 6.5 5 4 - 9•_O, 14 12 10 9 e - - 14 i2 10 9 7.5 4.5 - - 14 12 8.5 7 5.5 / - - B.2)MINIMUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO u 11.5 7.5 6 4 - t4 11 7 5.5 5 3.5' _ - n B 6.5 1.5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. t/4'm-20 S.S. MACHINE SCREW USED SHALL DE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 a 6.5 4.5 - 14 12 6.5 7 S.5 4 -1 - 14 10.5 7 5.5 6 4,5 - EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 11.5 8.5 S.S 4 - - - 14 12 9 7 6 4.5, - - 14 I1 7 5.5 4.5 1.5 - - 10'-0" f4 12 l0 9 7.5 - - 14 1-2 10 8 6.5 5 - T< i2 e_ 6 5 4 - - B.3)W CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING VIALL OR FLOOR, 14 10.5 7 5 3.5 - - - 13 9.5 6.5 5 4 ] - - 10 7.5 5 4 3 - - - ANCHORS SHAH BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON I4 ,I 7.5 5.5 - - - - 14 I1.5 9 6 5 4 - - 12.5 9.5 6 5 a - - NOTES B.1)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT fills ENGINEER _ _ _ _ _ _ FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 1o.5 8 5 14 12 8 5.5 5.5 4 - 13 10 6.5 5 t 3 11,_D• 14 12 10 - - - - - 14 12 9 7 6 4.5 - - 14 10.5 7 5.5 4.5 3-5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1Y5 9.5 5 12 9 6 4.5 a 3 - _ 7 4.5 3.5 3 - - - 14 To 7 - - - - - u 10.5 7 5.5 4.5 - I- n.5 B.5 5.5 4.S 3.75 - - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - - - - 14 115 7.5 6K4 - *- - 12 9 8 4.5 4 - - - 12'-0" sI4 iD - _ - - u 12 s 6.513 10*6.s 5 4 - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS• 115 4.5 - - - - 11 a 5.5 4 1 - _ -__ .LAXIMUM ANCHOR.SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPP.CING L5 4 - - - - BY MULTIPLYING SPACING SHOWN'ON SCHEDULE W THE FOLLO'11NG FACTORS. t3.S 9.5 6 - r- - - - 13 9.5 6.5 510,5 8, 8.5 5.5 4.5 3.5 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAII MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0' 14 12 - - - - - - 14 11.5 7S 6 _S = = - 12 9 6 4.5 4 - - _ FACTOR 10.5 70 7.5 5 -, -3 - 7.5 5.5 4 7 ACTUAL - TAPCON WITH ADVANCED TAPPER + 12.5 8.5 - - - - - - 12 9 6 4.5 4 - - - 9.5 7 5 4 - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP DICTANCE THREADFORM TECHNOLOGY MIN.SPACING 13 9.5 6.5 5 - - - 10.5 7.5 5 14 - - - - 1 HV BLADE OR E.D. MIN.SPACING= 3' MIN. SPACING - 3' MIN,SPAC114G 3 1/2' MIN.SPACING - 3• 3 3/4- 4' 14 I2 - - - _-_ - - /1 10.5 7 5-5 - - I- - 11 0.5 5.5 i4.$ - POURED CONCRETE& POURED CONCRETE& POURED CONCRETE& BLOCK 14'-0' 10 7.5 - - - - - 9 7 4.5 3.5 - - - - 7 5 3.5 3 - - - A1)HV BLADE W/ CONCflETE BLOCK POUID EDlY� t30GC CONCRETE BLOCK CONCRETE BLOCK FaIEQD CONCRETE OUJLTCIE 1 t.5 e - - - - - It B 5.5 a,5 - - - I- 9 6.5 4.51- - - - - bAl HV WINDOW m ED. MN ED.•J I/Y MN E0..21/2• MN.ED. 1 MN.E0.•3. lGV,ED.•3 1/Y TAN ED.•21/2' 12 q B -,..._. _=._ -I, ;os s 44 - - - - - BLADE WORKING 3" 1.0 0.90 1.0 0.78 1.0 0.84 _ 1.0 115'-O• ,. _ - - - - - - t1s 10 ss - - - 2 1/2. o.et %o.- - - o.B7 -..i.o _-'�-bs 5,_ 3 - - - - - IN UNISON 10 - 10.585 - 8.564 '- - - - - 2' 0.71 - - - - 0.51 - - 3/4" - 0.91 ifi,_D• 11 _ _ _ _ _ _ _ 12.5 9.5 6 _ _ _ _ 10 7.5 5 - - - - _ _ _ _ _ 1/2' 0.35 0.35 9.5 - I I- 19.51 7 ,3 1- - - - B 6 4 - -qq{{ -} FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' -, 111Et Y'1'16 !�/••� O20I)T11.TEC0,INC. ©2017 EASTERN METAL SUPPLY, INC. S4 •"'•••A. C`�r BERTHA HVTM Accordion Shutter System H,V. B H.V.ADE#1 W/OR W/O .V. N7hIDOW&JADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV,No DESCRIPTION DATE DRAWN BY: LC. i Association, Inc. OLD 1s-cas 7/27/r DIE: 07/z)/n 6:55 ttly.36N.St..Sle.305.vR.'s.NIA GMaTDO19.FLORIDA]316 4268 Westroods Drive 2 id ri Ph-:(305)871-1530.FPF (305)571-7531 DRAWING Mo - n•,l�RIQp"wtL ,_moa; aLeoPa:oL<,r West Palm Beoch, FL 33407 3 4J cW 1 E-a-0006712 4 17-107 «.. S/A '• • , 1�l WALTER A.TILLIT:r.P.E. 5 SHEET oiYAIrNV FLORIDA Lic. 44167 P.E.SEAL,_ M bw g OATE 6 13 OF 20 MAXIMUM ANCHOW SPACING (in'I SCHEDULE FOR A GIVEN MAX. SHt1TTTiR SPAN. e c D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE NOUNTtNGS I.J.K&L.ON SHEET 7) POURED CONCRETE. POURED CONCRETE CONCRETE BLOCK ANCHORS SPACING LEGEND 1 WALK OVER& 1 iRFNGI QRAJNGUARD MOUNTING QK VIALL/FLOOR MOUNTING ©LVALL/WALK OVER MOUNTING ummu0 _A10.UN,DUA .. ••• •- TAPCON OR SPAN -_... ..__-....._.._.__._..-.__..__.._.__._.___..___..__...._._..___..-.._...... PA ISO.DE9GN NEGIINE PRESSURE RARNG 0 AS.D.DES101 NECATOE PRESSURE RATNG(or ISD.DESVI NEGATIVE PRESSURE RADN GAT G(ptt AS.D.DESGN NENE PRESSURE PATING(e1 TAPCON WITH ADVANCED 30 40 1 60 175 190 1 120 1e0 205 30 40 1 60'1 75 50 T120 160 205 30 40 6n 75 90 120 iB0 205 30 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY 14 12 10 9 a 8 6 6 12 112 12,1 12 112 01.5 8.5 1 6S 7 1 7 1 7 1 7 7 7 ] 15.5 5 1 5 5 1 5 1 5 1 5 1 5 1 5 ALL POINTS SOLID-SET 3--0' 14 12 t0 9 a 6 6 6 12 12 12J 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 8 6 fi 12 12 12� 12 D.5 8 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 6 8 6 6 12 l t2 12 12 12 t0 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 11 12 10 9 8 8 6 6 12 12 121 12 ,S 8.5 6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4•-O" 1{ 12 10 9 8 8 6 6 12 12 12 12 12 9.3 7 5.5 7 7- ] 7 7 ] ] 7 5 5 S S 5 5 S- 5 14 12 10 B 8 8 6 6 12 12 12 9.5 B 6 4.5 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 t4 12 10 9 8 8 6 6 12 12 12,12 IO 7.5 5.5 4 7 7 7 7 7 _7 7- 5,5 5 5 S 5 5 5 5 ,5 14 12 10 9 8 fl 6 6 12 12 12.•'1T 9 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 5 5 5 , 3 5--0- 14 12 f0 9 8 8 6 6 12 12 12 12 IO ].5 5.5 4 7 ) 7 7 7 7 7 7 5 5 5_ 5 5 5 5 -5 I4 12 f0 9 8 8 fi 6 12 17. 9.5'7.5 6 4.5 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 a t4 12 10 9 e 8 6 6 12 12 12 9.5 8 6 4.5 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 s 5 4 * SEE, ANCHOR t4 12 10 9 e B 6 6 12 I2 1.5. 9 7.5 5.3 4 3 7 7.. 7 7 7 4.5 3.5 - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 6'-0 14 12 10 9 e a 6 6 12 12 12 10 6 6 4.5 3.5 7 7 7 7 7 7 7 ] 5 5 5 5_ 5 5 5 5 ON SHEET 13 14 12 10 9 8 6 6 6 12 12 8 6 5 4 3 7 7 7 7 7 5 5 5 5 5 5 1 3 14 12 10 9 8 a 6 6 12 12 10' 8 6.5 5 .75 - 7 7 7 7 7 fi - - 5 5 5 5 S 5 4.5'- 14 12 f0 9 8 B 5 6 12 R 101.AL Ifi.S 5 3.5 - 7 7 7 6.5 5.5 4 - - 5 5 S S 5 < 3 I4 12 10 9 8 8 6 6 12 12 12 B:5 7 5 4 J 7- 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 10 6.5' S 4.5 3 7 7 7 7 Cl 5 3 5 5 5 5 5 5 3.5 3 ._i to 9 a e 6 s t2 t2 es 7 5.5 4 7 7 i )� 7 s - s s 5 5 5 5 4 0 VALID ONLY FOR UP TO +70, -75 14 12 to 9 a 0 6 - 12 12 8.5 7 5.5 a 7 7 7 7 s.5 4s ] _ _ s s 5 5 4:5 3.5 - PSF A.S.D DESIGN PRESSURE 14 12 f 0 9 8 8 6 12 12.10.5 7.5 6 4.5 3.5--7 7 ) 7 7 7 7 { 5 5 _ 5- 5 5 5 5_ 5 RATING & FOR SPANS PER 11 12 10 9 8 8 6 - 12 9 '6, 4.5 4 _3 - 7 7 7 7 5.5 4 - - 5 5 5 5 5 4 3 -_ SCHEDULE n3. SHEET 11 11 12 110 9 B 8 6 12 11 7.5 6 5 .75 - Y 7 7 7.51.6 4.5 - 5 5 5 5 4.5 - Wf210 11 8 8 12 1,5 7.5 5 5 3.5 - 7 7 6.5 5 4 5 5 5 5 4 3 a - - 12 12 9.5 6.5 5.5 4 3 - 7 7 7 ) 7 7 6 J 5 5 5 5 5 5 5 98 e _ _•. . 7 7 6 5 3.5 - 5 5 5 5 _5 9 8 B 12 10 6.5 5 4.5 - 7 7 7 6.5 5.5 - - 5 5 5 5 5 , - - [14 12 10 9 8 8 12 10.5 7 5.5 4.5 1.55.5 4.5 1.1 - - 5 5 5 4.5 3.5 - - - 12 10 9 a •5 - . 11f 8.5 6 5 S9__--,-. 7 7 7 7 7 7 - = 5 5 5_ 5 5 5 5 1.5 t0 9 e B - 9.5 7 4.5 3S } - - 7 l ] 5A 4.5 - - - 5 5 5 5 4.5 3_12 10 9 8 B 12 9 6'�5 { 7 7 7 6 5 5 5 5 4,5 5 12 10 9 6 fl 12 9. 6:'.5 4 3 7 7 5 4 3 - - - 5 5 5 3.5 - - - 12 10 9 a a - - 12 I10 7 5.5 4.5 3.5 7 7 7 7 7 7 35 - 5 5 5 5 5 5 5 4 12 10 98 8 - - it 6e , 34 _3 - 7 7 6 5 . 5 } 1, HV BLADE ONLY 12 10 9 a 9 - 11 9 59,`i - - - - '7 7 7 5.5 - - - 5 5 5 5 4.5 12 109 8 1.5 8.5 5.5,4.5 3.5 - 7 ) 4.5 .3.5 - - - - 5 5 4.5 3.5 3 - - - 12 io 9 a __ - i2 9.5 6.5 5 4 3 - - ) 7 7 7 7 fi 3 _ 5 5 5 5 5 5 4.5 3.5 12 108 6 4 '] 7 7 5.5 4.5 3.5 - - 5 55 9.5 4 12 10 9 8 f0 7.5 5 4 7 7 6 5 - - - - 5 5 k41 4• - - - [114 .12 10 9 6 5 14 3.5 - 7 6.5 4.5 3.5 - - - 5 5 J - - - 12 10 9 B - - f.5 8.5 6 4.5 J.S J 7 7 7 7 7 ,.5 - - 5 5 5 5 4.5 3�5 13-0' t2 10 9 6 7 SS 3.5 '3 - _- .�.- ] 5 a_ J - 5 5 3 12 10 9 8 9 17 4.5 .75 - - j- 7 7 5.5 4,5 - - 5 5 4 - 12 10 9 10 7.5 5 4 3 7 6 4 3 - - - - 14'-0" 12 10 9 - - - - 0.5 8 5.5 '4 3.5 - - - 7 7 7 7 7 4 - 5 5 517 12 10 9 - 6.5 5 3 7 '7 5 3.5 - 5 5 12 10 9 - 8.5 6.5 4 74 5 5 I2 f0 - - - 7 4.5 3.5 3 - - - 7 S.5 J.5 - - - - 5 5 _ 1$'-0„ I2 10 - - 10 7.5 5 1 J - - 7- 7 7 7 7 3S - - 5 5 5 5 5 5 f J fa 12 10 6 14.5 3 7 7 4.5 3 5 5 4,5 3,5 14 12 10 - - - 9 6 , - - - - - 7 7 5 - - - - 5 5 5 4 -a - ta 12 t0 - - - - a.5 6.5 4 3.5 - - 7 5.5 3.5 - - - - - 5 5 3,5 - - 16"-0" 14 12 l0 - - - - - 9.5 7 4.5 3.5 ] - - 7_ 7 7 ] 6 J - - 5 5 5 5 5 - 14 12 10 - - - - - 6 3 - - - - 7 fi..5 4 - - - - 5 a 4 3.5 -14 12 11D - - - - 7.5 5.5 .75 - - - - - e.rFl7 l6✓K - - - 5 5 4s - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 4 o2017 TILTECO.INC. Q2017 EASTERN METAL SUPPLY, INC. ''4E icE v � BERTHA HVTM e .P F7i L. E C O INF. A.S.S.A■ H.V Accordion#1 W/ORR W Shutter. WDO ystem RARE American Shutter $Vstems I s' TILLIT TESTING & ENGINEERING COMPANY / EV.N DESCRIPTION DATE Dq By. Lc: :M 7D7 y'•. r�� Association, Inc. 0!o I5-065 7/27/I D.ATE: 07/27/17 e355 1LW,35U.51.,Ste.305.NRGCfIA C0.90EN5.ilAR1D4 3316 ,�1 Phone:(305)871-1530.Fax:(305)871-I531 4268 Westroads Drive 2 DRAWING No -�4Ssi,1`4 a- 0:caee,ea-I--m West Palm Beach, FL 33407 3 E8-0006719 4 7 .r 107 \ j11 Y:ALTER A TILUT J.P.E. FLORIDA Uc.k 4r4167 5 SHEET P.E. SEdE/3t�NAfURE/DATE 6 - 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (O s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOU141INGS ON SHEETS 16& 17). U B !E�;;T- f;ATE THE I SOURN PINE No, SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN.'G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W/MN. G=p.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD DD tG O.SIR W/ W/ MIN. G=0.43 W MIN. G=0.36 MOM I SPAN(II) WALL MOUNTINGS CEILING MOUk T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS R.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS & X W & X P & Q S &V 5 & V S &V -._.._ _... ........ ............'--.....-.... _ _....- --...__....._ _._._.....................---' --.._...-_...-...__..__..,_....---.._�.-. __.....__.-......_ ...-..---.._..._ iD.DST IEW;h PFMQ FWlr.(CJJ D.IW ATVIIh iR_S R:Q1R6(l 0.DSOV!IIUIM1T fNa1F,F1RY,(p!J 4 6.RN KG47A•I43RfE FAOG(oil LSD.L@"T IEGRh Fn3H PAWN;(,d) SA V&27*UTAE PTSAFF MIX W) 7 ISO 09A NVD4 F3W Fd 6(III 75 LOS 6 OS 4 9Y0 40 0 0 0 75 900p7 190 33 0 6075 90 OS W. OS 30a0 60 5 90 105 30 5 0 0'-0"OR LESS 12_10 10 9 8 18 6 16 6 @ 6 I 10 10 S 8 8 6 6 6 6__6 _6 12 10 W 9 8 8 6 1 6 6 6 6 6 6' 5 4 4 3 12 12 12 72 12 12 72 12 12 12 12 12 12 12 12 12 12 12 4_0' 12 10 10 9 A 8 6 6 fi 6 6 ID 10 9 8 i 8 6 E 6 6 6. 6 IZ lU 10 9 8 8- 6 6 6 6 6 6 E_ 5 4 a 4 3 72 12 12 12 12 12 12 72 12 12 12 12 12 12 72 12 12 12 12 10 10 9 8 8 6 6 6 6' 6 /0 10 9 8 j 8 6 5 6 6 6 5 12 70 10 9 8 7 6 6 6 6 6 5 6 5 4 4 < } 12 12 12 12 12 12 12 12 12 12 12 12 12 12 72 12 72 0.5 E'-0' 12 10 10 9 8 6.5 6_ 6 6 6' S'.5 10 1D 9 8 5 6 6 6 i.5 _5_45 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 t2 12 1212 t0 1p 9 fi.5 4 6 E 6 -,5 a.5 10 10 9 5 8 6 6 5 4 3.5 72 10 10 7 3.5 - 0 5 6 5 4 3.5 6 5 4 a - 12 f2 12 72 t2 72 12 12 12 12 12 10. 12 12 12 0.58.5 7.5 721010 7.5 4.5 36665 :4 f0 10 6 3.5 , 6 6 5 5 3.5 3 12 10 10 4 6 6 5 ,.5 3.5 3 6 4 12 12 IT"12 12 12 12 12 12 12 12 li 9.5 12 12 1.5 9 7.5 6.5 5 - - - 9'_0, 12 10 10 5 3.5 - 6 6 ,5 3.510 9 4 - I- 6 6 4.5 4 3 12 10 4 3 - 6 4.5 4 3 3 6 5 3.5- 12.12 12 12 7210. 12 d272 11.59.5 8.5 12 12 10 8 6.5 5.5 10'-O" 12 TO- 7.5 -0 _ 6 6 �5r 4 i3 10 6 3 6 E 4 .5 J 12 10 3 - 6 6 4 .5 3 6 5 12 112 T2 12 1.5 9.5 12 12 12 10. 8.5 7.5 I2 17 7 6 512 1C 5,5 - 6 6 4.5-I - 10 4.5- - _ 6 5.5 3.5- 12 10 - - 6 5.5 4 - 6 5. - - _ - 12 12 12 12 10 B.5 52 12 12 9.5 e 7 =12 5 5.5 4.5t2'-0" 12 10 4,5 - fi 4 - 10 3.5 - - j- 6 5 J.5- - 12 10 _ 5 3.5- - - 6 5 12 12 12 tl75 9.5 B 12 12 11 8.5 7 6 5 41}'_p' 12 10 - - - 6 6 _ 10 - I- 6 a.5 - - 12 7.5 - - - _ 5 :.5 4la'-0" 12 10 - - - - 65.5 - - - 7 - - - - 5.5 4,5 - - - - 12 7 - - - 5.5 4.5 - - - - 6 3 - - - - 12 12 12 95 8 6 12 12 9.5 7,5 6 a.5 5 4 3IS'-0" 12 - 5 4 - IG-0' 12 - 5 ,5 3.5 - Q HV BLADE OR n HV BLADE Wf HV WINDOW BLADE WORKING IN UNISON* •SEE UIIUADous GF USE P. BLADE(,ON S:yFfT t9 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SCUD WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 Y7/6=0.55(N.D.S) - 1/4"0 TADCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILOEX W/MINIMUM EMeEOIAENT AS INDICATED AT -DOUGLAS FIR W/0-0.50(N.D.S.) EACH SECTION ON SHEETS 16& 17: -SPRUCE PINE FIR NORTH W/G-0.43(N.O.SJ EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(N.O,S.) -MIN. 1/2-COX PLYWOOD(1986 ARA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U,SHEET 17 MID SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECInCATIONS OF THE ANCHOR'S MMUFAMRER. F AAAjr'/FFFFI/pt FLORIDA BUILDING CODE(Non High Velocity Hurriccne Zone 11L713 p�.,. I ��r C4'2017 ESSTERN METAL SUPPLY,INC. ` fi` S20t7 TILTECC,iNC. i / �trvs >,�, BERTHA HVTM w A.S,S,,�, Accordion Shutter System r 2 / H.V. BLADE1 W/OR W/0 H.V. WINDOW BADE ` ..; TILLIT TESTING & ENGINEERING COMPANY American Shutter 8ysiems EV.H DESCRIPTION DATE DRAWN BY: L.0 ''. Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 6]55 N.1Y.36I1,.SL,SIe.111,11101,W GARDENS.FLCRP? 33!E q.YYS Poone:(305)871-1530.Far:(305)871-1531 4268 Westraads Drive 2 DRAWING No IJ, �,t a- 0:eneoosoo;aom West Palm Beach, FL 33407 17_107 tS Y •.......%r' � 3 ' Sj re;s,J, Ifti EB-OOD6715 4 Q�TAi F1;., IIFF1 15'ALTER A TILL iT J..F.E. P.[.'SEACfSiGNArURE/DATE FLORIDA Ue.@ 44167 5 SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & IA HV* BLADES AS APPLICABLE MAX. SHUTTER SPAN L4 OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL -WALL FItJl6" BE LIMITED TO 105.0 Rsf, A.S.D. DESIGN PRESSURE EATING, SEE SHEET 1.9 FOR MAX SPAN & .�` —1/*0 TAPCON OR A.S.D. DESIGN_ PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & W WORKING IN UNISON TAPCON WITH ADVANCED I THREADFORM. TECHNOLOGY I�; 1/4.0 TAPCON OR Yfj I i/2'Min.PENETRATION _TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY 1 - OF THREADED AREA TO -r I Y1/ 1 1/2-Min.PENETRATION Or THREADED AREA TO EXISTING = - �+ i ) 1t0 GT.tSS(TEE! �!7�' EXISTING 1Y000 HEADER. WOOD MEAGER.(SEE SCHEDULE ON SHEEP IS) c I I '"--�OR I (SEE SCHEDULE ON SHEET 16) i ll; J _ 1/4'e-20x3/4"S.S.MACHINE SCHEDULE ON SHEET qiiliiti\tQttl R 18 I SCRl=7S W/ 1/4• 20 NUTS �.� I FOR BLADE 1 12 OR�: 0 IV O.C. 1 ON SHEET 19 FOR x I'Min'. FxCLSS--{. BLADES.IIA��. \ /' z �I I H i t '-._ !rI• ( WALL•- �s I' jI )V-OPTIONAL I II -_L5'ALL E%ISTING MIN. FINISH ' �' ttL I +' . `12 CR� 2"c4"WOOD I ++- /'.♦ 1�1� EXISTING!.TIN. I Q 1 HEADER REQUIRED 00R =V'' - \- "x4-WOOD ! I L EXISTING j 1 i HEAD'P.REQUIRED �L t�, .t I ' .4 THRESOFORN. ECHNCLOGY7Y✓/H lAD/ADVANCED MN.SEPARATION I j - ' GLASS TO WAS(SEE 1 I - I {I { Min.PENETRATION OF THREADED AREA TO IJ.IN.SEPARATION TO CUSS H EX,ISTING WOOD HEADER. SCkcLULE Ct!$MEET { EXISTING I; it FOR 6LAL1-cTANO (SEE SCHEDULE ON SHEET II) I - II '-� (SEE SCHEDULE ON SHEET t5) ON SHEET 19 FOR GLASS—F '`� 2"x4'CONT. SILL PLATE ftE0'D. ON HV WALL HEADER INSTALLATION �O HV WALL SILL .INSTALLATION M HV WALL HEADER INSTALLATION ,. ! !I'+ 1 _(�--�._---— 4 ��- -- I MRJ.SEPARATIUN TO..LASS -- F%LTiNG -.T--- -- - E—'-SEE SCHEDULE ON ToIN. SEPARATION GLASS I 1 j 'SEE SCHEDULE ON SHEET 11) +. 1 GLASS--, EXISTI d ( )•-- / 8 LAIN.SEPARATION TO GLASS I Gl.•SS✓`L t I EXIST:N� { a 2'x4"CONT-'i(SEE SCHEDULE ON SHEET 11) I: J I _ WOOD PLATE) I T �• - I s 1/4'0-20.3/4•S.S. REVD.� � u I''1 MACHINE SCREYIS 1 2 I -1j4"C-20x3/4'S,S. 'MACHINE SCRF%VS W/ 11 I ti \ [ USING 1,14'-2e NUTS ,I, .I;i� t'1ALL I (i 11•/4--20 NUTS 8 12'O.C.-� 1 I (�FlNISH .itll IT O.C. 7 / ti —�OR18 17OR 18 —' 13CR 15) — 33OR 5 o I \ 2-.4-CONT 1- w� a1tl� J HOOD PLATE a- i E o -=1''Ain. '--Ll"Min. - = - L. I/a'e TAPCON OR TAFCON WITH ADVANCED 0R� 1 THRF.ADFORM TECHNOLOGY W/ 1 1/1- t L )II •1� f 2•x4 CGNT, .I£ 1� Min.PENETRATION OF THREADED AREA TO 1/4-0 TAPCON OR TAPCON WITH ADVANCED r•-SILL PLATE } - EXISTING P1000 HEADER. - t II V -` THRFADFORM TECHNOLOGY of _.... ._...., 1/Sb fAPCON OR NOTE. ---REDD 7 , - - c II. j 'j2" �. TAPCOH WITH DYANCEp 1-SEE SHEET 4 FOR TYPIC<L -\ (_EC SCHEDULE ON SHEET 15) 1 fAin, pE'JETRATOI[OF THREADED AREA INTO PLYWOOD 'N -YJALL FINISH _-.1- - s (SEE SCHEDULE OtJ SNEEf IS) EXISTING Mlfl.2'x4' lj2•MIN. CCX, THREAL'FDRN TECHNOLOGY SHUTTER ASSEMBLY. =1 STUDS FD 16'O.C.MAX._ PLYWOOD REO'U. �, W/ 1/2'Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE - � ' KAN.COX PLYWOOD REO'0. REO'D.PLYWOOD TO BE WALL FINISii—� TMR�DED AREA INTO PLri'JOOD COMEINEG IN ANY WAY TO IACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) SUIT AN NSTALLATION, �HV WALL SILL INSTALLATION `-E%ISTING M.M.t.IN 2'x4'STUDS 0 i6'O.C. MAX.MA.X REQ'0. ACCORDANCE WITH PLWJOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2308 OF THE F.B.C. SECTIO14 2308 OF THE U HY WALL SILL INSTALLATION •SEE LII�.LjATIONS OF USE OF (�HV WALL SILL INSTALLATION F.B.C. BADI TA H.EET(I ppAT;7r�:i,,yy.. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone IJIIII•��GTI rff �' ©7017 TILTECO,INC. L 2017 EAST METAL SUPPLY, INC. I�TI �� iCEF,+ C/✓"'a e �•:' YsAc BERTHA HVTM I E ® 1NCA S S A Accordion Shutter Sy stemL H.V, 8llDE //1 VJ/OR W/0 H.V. w1ND01N(.ALE y American Shutter Systems TILLIT TESTING & ENGINEERING GGMPANY Y E`'•R DescRlPnou DATE DRAWN BY: L.C. 6355....36:1+.St.,S:e.305.M401MA GAAOENS,FLORIDA 3316 Assoclatlon, Inc. I OLD 15-085 7/27/17 DATE: 07j27j17 Fhone `05)671-1530.rox:(305)671-1531 4268 Westroads Drive 1 ...............O .�P. .•�'�\{y�tl� m°CO-000fi�'LOert1' - West Polm Fieoch, FL 33407 3 DRAWING No SjA j �t3 I7 WALTER A,TILLfT Jr.P.E. 4 1 7-1 07 l FLORIDA Lic.1 44167 5 SHEET P.E.�SEALI W e DATE 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR P HV & a HV* BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY WALL FINISH ISPALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE. BATING, SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE Cl) & A WORKING IN UNISON a" TAP R OR _ —_— 0- MIN.--- -EDGE ( ..PL CAB ) i-TAPCON 1'/I?H ADVANCED a"x6"(Min.) EXISTING TH D ORM TECHNOLOGY I ____ _ ,^f FT--_- ( u' W/1 1/2"Min. _._._..-..._ - - .._- _ 4 0- a c S 1 OF THREADED AREA TO PNILL!PS fiU55 HFA.D - rIEDCBY •�, '' IF •a ' CTURAL ALE U&C ;I, EXISTING WOOD HEADER. -I'-T TG BEI CERG BEng %•/ __._..___... _ _.. �..._....____ ( ) µ;n E SCREY(S REGISTERED ENGINEER � - '' _ _ _— I _ EXISTING WOOD ;. lAA.CHIN -:: -. I ,•: I E SCHEDULE ON SHEET_ , a 12 O.C. NUTS ARCHITECT PRIOR ON. EOi - y1/Z__-._..— RA� � 2 " SE HEG LE ET IS V!/ I/4` 2p Ea- _ '. 5 '"' TRUSSES 1 JtltlJ :. � / 19 j'EO-t-EO/- /l;• _-.-___. O.C.EREOWRED f -'--1�oa 1$ 1/4-0 TAPCoN OR \' r - / EXISTING SOFFIT I, p11�1 TAPCON WITH ADVANCED v / • z y .2&i" THREAOFOP,IA TCCHNOLOGY —•]/a'Max.THK S \ Me W 1 1/2"Min.PENETRATION i I / EO�rE0-1 Y14x3/4' EO 'EO•� __� __I'x4•x1/B"COUT.ALUM.TUBE ?- 1 I OF'fHP.EADED AREA TO r ;lr \-OPTIONAL : EXIST NO V100 HEADER. y S.M.S. - --- :I 1 (6063-T6 ALLOY)Y.'/n >"` ! SEE SCHEDULE ON SHEEP 15 ®6'O.C. I ,•-, (3)5/f 6b LA SCREWS TO ( ) 11 or 13 or 15 ..—Ol or 13 or 15 EACH RAFFER DR TRUSS. LOCATE LAG SCREWS Al 1' I / MIDWIDTH OF EXISTING WOOD I I-EXISTING MIN'2'x4" I --� I ' J MEMBER, (2"Min. NOMINAL EXISTING—x HEADER REO'D l OPEN HOLE AT EACH WIDTH)W/2"Alin. GLA55 [I LAIN. SEPARATION TO GLASS SiUO TO ACCEPT —I (SEE SCHEDULE 014 SHEET 11 EXISTING I PENETRATION OF THREADED { ) I GLASS----; I Imo' 5/I6'o LAG SCREW AREA.VALID FOR a AT CENTER OF TUBE. I INSTALiJ.T10145 WITN.72ps/ !.^L SEFA ATIIXI I : MAX.A.S.D. DESIGN LOAD ANII Q/s(� `•n` EXISTII4G u.N.SEPA9AROtL 9'-0•MAX.SPAN,TY.15 SO HV WALL HEADER INSTALLATION D Ac Y!EHE IL cuss To Eu�(SEE INSTALATION!S ONLY VALID I ro9 eArr.(✓PA't9 ( ♦ '`-O�!7N SHE'-T I 'I I N FOR IyOOD tY/MIN.SPECIFIC N,461 19 iOR O OR 1� 11 FOR BIAT.Twp GRAVITY OF 0.50 AS DOUGLAS p;a II p I • FIR OF. SOUTHERN PINE No. Z. 1-SEE SANEST<FOR :AL SHUTTER ASSEMBLY ��,�— --" 1- _ _- -�--- 0OR OR EQUAL. 2-IAOUNTING SECTIONS CAN BE COIABINED T 'HV CEILING INSTALLATION �— IN AffYWAY TO SUR ANY INSTALLATION. �U;HV CEILING INSTALLATION TO aur(SEE I 1 — 0OR ®♦ MIN. MIN. SEPARATION TO GLASS I I `SOiED!nl C!N SFIEET I I: I x SEPARATION �....:r•. EXISTING It fd7 e-aDE QI. 1� 11 I I n (SEE SCHEDULE ON SHEET 11) (' I•, GLASS\ J TO CLASS EXISTING I _ n atf-5:1'e` •I I 1(SEE SCHEDULE —V.J \ I ION SHLTf 11) I I I I! ! ALTERNATE._ I. - j I I I _I A"NCHOR 11 I 8 i I I i ___ 'LOCATION EXISTING I WFJ.L-- I i - .D(e IAIN, GLASS-- --'l FINISH/ k I Dx] 4-HEX I i 1 ' - 1/4`� O R1l '.�, / I i DECK MIN. RED Ibx. 6 . 7 ]/B'IAD`+. WOOD WASHER HEAD TEK ( OECY.REQUIRED 103OR 2"x6`MIN.WOOD� SCREWS� t2•a.c (NO FINISH REQ IRED(NO ALLO. PREO'D. rECFINISH UFLLO'WEDj _- -- __ EDGEl 19 1 E OF DECK .-..____._ _ ___._._._______ �OEC _- '- DGE OF DECK oi '" I --EO EO� FDA PLICARLE __ •� CD ! -_ _....__._ K IF _.- _ _-._ E PLICABLE Y. /4'O-20X3Ja'S.S. APPUCA3LE::. 4 TAPC N OR t-I \ p - _ _ _I , :' 1/ c O Min. HILLIPS TRUSS HEROld— __ __ _.._TACONVIITH ADVANCED MACH114E SCREWS - --^-•m --.-- - - 1 4-0 TAPCON OR TAPCONWITHADVANCED_.�- /UIII. `1 THREADFORM TECHNOLOGY n'/ 1/4"-20?ITS y f __� THREADFDRM TECHNOLOGY W/ 1 1/2'Min. '—'2 M.IN.A?E r .� 1V 1 1 2"Min, pENETRP.i1014 1/4"O TAIACON OR TAPCON WITH ADVANCED THREADFORM-' _--2' MIN.OF iHFE.DEO AREA TO, 8 72"O.C. TECHNNOLOGY VI/ 1 1j2'!Jin.PEN'_TFAT;UN OF TNREPDED PENETRA.7ION OF THREADED AP,EP.TO E%ISPING WOOD HEADER. (SEE SCHEDULE ON SHEET I5j AREATOEXISTINGWOODEADER..(SEE •:: •—_EXISTING WOOD HEADER: - : •- _„_ SCHEDULL ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦ SF.E I.IM.ITATJJO�N FUSE FOR X i HV WALK—OVER INSTALLATION CViHY WALL SILL INSTALLATION BL,IQFf .tV4�S11LT}r9 ,�WJ!HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �2017 TILTECO,INC. .A 2017 EASTERN METAL SUPPLY, INC. .. iiii Lw4ly ,.........;.�l�T..� h 0C ',F•,�� BERTHA HVTM Mom` !L Accordion Shutter System EG O �N�. S A RV. BEAUS#1 W/OR W/0 FLV. MWIN BI.SDE 1 American Shutter Systems REV.N DISCRIPTIO14 DATE DRAWN BY'. LC. TILLIT TESTING & ENGINEERING COMPANY �'; „r••t• �� 6355 11.W.]61p,St.61a.306,NR'uIAU Da9DENs,iL0994]JI6 Association, Inc. I OLD 15-085 7/27/1 D.47E: 07/27/17 c Pncne:(3GB)B71-1530.Fa.:(3a5)B71-1331 4268 Westroods Drive z DRAWING No ,y��' ••:...•''"��\ 1; -mcEa-006719;.Ee„ West Palm Beach. FL 33407 3 17-1D7 QpA�AI � Ci Ea-caasns 1YALT0.A_RLUT Jr.P.E. a P.E. SFAL/SIGNATURE/DATE FLORIDA Lk. 44167 6 SHEET 6 17 OF 20 ----- — �j '-, $0.7�r.:�4t •r�NEReI LIMRATIONS AND CONDITIONS OF USE FOR BERTHA —f25i•1�7 (MA)> (OA)> (7Ap (UA)> Y . 3`5" 1.MAX.A.S.O.OESIGN PRESSURE RATING: +110.- 110 p.,f. 2.NA%.SHUTTER$PAN:96' FT -1.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6,7;AS WELL AS l MOUNTINGS P.0,T.U&W ON SHEETS 16& 17. a ONLY CENTERUATES 21 2(BOTH W/( OR A ME ALLOWED WITH 21 yr V 'E.4�''ORi2$7 1 ARRA�rj�[5)ED IN A 5YM OR OPP0 LNG LA OUT.IN CASE OF OPPO ING `. 4�, YOUT, T IAUST BE INCLUDED ONLY AT EMERIOR ACCESS SIDE Of CEHTERUATE.TYP.EA..E ^5.(A)HV WINDOW BLADE�'SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS / (3'0 HOLES)FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 4. (8)MIN.CLEARANCE FRO 14 TOP OR BOTTOM EDGE OF HV WIw00V!RUDE 7Q' ALL 5 WINDOYlS as 1 ALLO'NEU'AT IN ,n '4v! OF ANY 3'e MOLE FOR�44�SHALL BE 12', WINDOW BLADE fiA � ' �r (C)FIRST OR L7�T BLADE COALING OUT FROM STARTERS AT ENDS MAY 9E HV k VANDOW BLADE 1 � I (0)HV WINDOW BLADE @ DUST BE USED ALTERNATE TO A SOLID HV OtAOE01 >5 THROUGHOUT SHUTTER'S WIDTH. (E)CENJERMATES SHALL ALWAYS BE INSTILLED ADJACENT TO A SOLID HV 6j SLAO_`1 AT EITHER SIDE OF THEM. • / / B�" I / (F)POLYCARBDNATE HV tWNDOW SHALL BE INSTALLED SOT TApS FACE SEE END �� THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINGCIW MUST BE CONNECTION �`. I ♦ aB. a !+1 !Il (/1 DLTr'JLS ON SHEETS'1 +/ I/ // " 5� \,.Gl fill l`.C/ ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PRONGED BY A55A 10& 18 iYP, ! ��8 INC. FULL HEIGHT._J I •� I 8&^* 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME n Q. BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES TYP YP A4: �yA I &2 ASDVE). Cs 7,SEE ANCHCR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED L = o CC NC'nEiE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY i I SPAN AND DESIGN LOAD(SEE NOTES I &2 ABOVE). B.MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTU E-1996: (SEE PLAN FOR REQUIREMENTS) I TYP TOP &BOTTOM W W ZI rq,4)cqC6-.TJ� WIND ZONE MINIMUM SEPARATION TO G1A55 UNLIMITED WIDTH-- ----- ELEVATION SEIIARATION TO CLASS EXISTING GLASS __ _ _ Oii 25'q�scH�D�7LE oN SHEET r1 FOR By —,�` 4d3 O'1 TMS S'.EEf rTAi 6ADE5'tJ L A 4 , `6 w �21- f'-1 2 TYP. SYM!JLAER � R5AN (SOT PLAN V7t a I TYPICAL (1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A SHUTTER* _-- AAk. 171 FLORIDA BUILDING CODE(Non Niqn VBloc;ty Hurricane Zone, !A,',��`-•,+� F•�.� ``.,/r/„�'•,• 02017 71LTECO,INC. L�2017 EASTERN METAL SUPPLY,INC. C BERTHA HVTM S Accordion Shutter System ■ ■ ■ ■ H.V. MADE#1 W/OR W/0 H.V. N71�CM BLADE ' "� �1➢5, 'tt; TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION DATE DRAWN 6Y: L.C. • ,. . 6TI N.W.TES Sl.,SN.]CE ENGINEERING RIRCJIS,fLCP�OA JJl6 ASSOciaflO R, Inc. I OLD 15-085 7/27/L DATE: 07/27/17 Phone:(305)871-1530.Poz:(305)871-1531 4268 Westroods Drive 1 '� •1 •"••••'' \�'t'I -mo:I:nl«oaga.com DRAWING No_ --."ZONAL 1�C5 West. Palm Beach, FL 33407 s" -7 •„ ' vtALlit?7� .I:LR P.E. P.E. SEAL/SIGNATURE/DATE FLORCA UC. A P.E. 5 SHEET 6 19 OF 20 F. 16% 1 1/2-x 0.035'TH!CK 1.` INSTALLATIONS W/ CID HV BLADE & HV CENTERMATES 21 -;2.000"Me,.= Mm.ASTM A-653 GRADE 40 Min. VARIES_ Min.G-60 GAIV,STEEL ( , META,STUDS AT 16.O.C. b 2"Mox• ' 43b INTO METAL STUD WALLS ' - -0 ©6 O.C.. 40 41 QSao. 0 ---'-` 1/2" / .47s' 3a 1/4"m NOMINAL /- .TI `-(,' 38 * GENERAL LIMITATIONS AND CONDITIONS OF USE ALUMINUM SLEEVE I '43c `� 12 0' T FOR BERTHA�1�HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY L.1 3/4 x 6 v4'.0.035 TNIGK ui�.i" 430 .,, �' SYSTEM INSTALLATION TO METAL STUD WA 14 CONT.GALV.STEEL TRACK CHANNEL,I a 6.O.C.J QI 6"O.C.^. I 4''' •Q ASTM A-653 GRADE 40 Min.G-60 I --F SEPARATION TO GLASS SCHEDULE 3.000- GALVANIZED FASTENED TO STUDS I / ' III 17 ( `� I Mcx. W/1(2)�0.1/Y TEK SCREWS ON I _EXISTING FINISH 3g I 7 z 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf) INTERIOR,k EXTERIOR FACE I AS APPLICABLE i$ , 1 a 2. MAX. SHUTTER SPAN: 84" I WIND ZONE MINIMUM MIN,SEPARATICTJ r + �'i ASTM E-1996 SEPARATION -;43< LENGTH + 1' EXISTING GLASS---1 To clAss 3. ALLOWED MOUNTING: MS ON THIS SHEET, TO GLASS (SEE SCHEDULE) I' 43 N 43b I/4"0-20W BOLT 1 THRU 3 I (rrP) 4, ONLY ENTER1dATE 21 A 24 HV LOCK ARE ALLOWED 1 tdU57 PENETRATE '3c 1" I rl t ei WITH 2�ARRANGED A S METRICAL LAYOUT. { n USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" ! 3/4• E i/4'x 0.035•THICK IE',,i EXISTING FINISH ; 11 1 _, INCLUDED AT �XTERIOR OR INTERIOR ACCESS SIDE OF 1.373 �CONT.CALV.STEEL TAACK L•H4NNEL,; ;AS APPLICABLE I I II i CENTERMATE. .250'-3 I ASTIA A-653 GRADE,40 Min.C-60 1 f i -.,)_-•,_L „i GALVANIZED FASTENED C S'U G w/(2)d6xt/2"TEK SCREWS on' I , 43c 1 iu 43a I i ,, n?—L--'�7UVII I,Ihr:ER10R k EXTERIOR FACE I 6`O.C. t ,C 6'O.C. I I' H 1/4"0-20 THREADS ailW\1 , .t�..• \� 38 ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43C 1/4"0 ELCO CONSTRUCTION CENTERMATE 21 APPLICATION WITH BLADE O 1 12 PRODUCTS FAB-LOK HD o ' _',....�..• � 43b; .6•x I 1/2"x 0.035"Tt11CK w ::i-:VARIE5� 1 0 6. O.C. COMPONENTS Min.ASTM A-653 GRADE 40 7^•,.I({3K;.,'! um.c-TU S AT STEEL I' I MS WALL HEADER/SILL INSTALLATION METAL STUDS AT 16"O.C. N.in. :.':i —EXISTING FINISH AS APPLICABLE SCALE: 3/5"- 1" I (Typ.TOP k BOTTOM) -7 ._. _..._ _—w..._ — ___ —_ _� 1 3/4'x a 1/e"x •'THICK h1fn. y T 0.03� LExisTlnc cuss _ _ _ J CC`!T.GALV.STEEL TRAC'"CWJJYEL. •,y W_Y_ - - - - :ASTIJ,A-653^RAGE 40 Min.G-EO ! ! - ,�I I t ' •'" , I - t r.GALVANIZED FASTENED TO STUDS 43a 436 43c, SYMMETFYCAL I SYMMETRYCAL i' �� VA/(2) p60/2'TEK SCREWS ON .: N ( INTERIOR k EXTERIOR F I , , MIN. SEPFRATIO VARIES I FACE CENTERMATES 1 I ;CENTERMATES W TO GLASS 2" I ' I W/ ! , (SEE SCHEDULE) tAox. I (;,EXTERIOR ACCESS SIDE ; INTERIOR ACCESS SIDE,:+;I i 4Q 6•(ttP.)—.-- IN ,r4e"teen.) tN i �-7� -- 102 --------------------------------- ----------- _ v ---------- -- 24 ---------------------------- ---- ------ ---- ------- ------------- -- =- --'--'--'- --'---'--'----------'-- -'--'_---'-------•- ----....................... - -- '-- - J-- ----'---'-- - '- _._.-'-'---'-- Y _......... ---- ----------------- --- ----- ------------------- ----- ----------- ---- - ------- - ---------- ---------- ------ --- --T--- -------- -- ------ - - (2) 42 ------�- I 21 \ I / 21 i 21 �- 21 I i /_1 LocATEe Ar-- ---" -------- --- -- \ / \ HV HEADER/SILLENDS-------- _—- ----- - -- - VIEW Y J 1 (Typ.)- 7 �35(6 13in') �_ 24^ __ I SIDE CONNECTION TO TRACK -6 I/2" 7" ___._? 7" -J-.—6 1/2"MAX. SLACK 'k*--.) HVA HVB BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone .Ti201J TIITECO,INC. CEi'2017 EASTERN METAL SUPPLY, INC. t BERTHA HVTM N,S A 1 1 L�rqO �LV�. � � � � Accordion Shutter S}stein H.v. BLADE#1 w/OR W/o H.V. YdNDCA4 LADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION DATE oRAwN er: L.c. Yea t ,T4 i1F W55 nl.Yi.]6t�.S(.,St,.3D5,MRv^�NI4 WR091S,RCRM1A 3316 Association. Inc, t OLD 15-085 7/27/1 DATE: 07/27/77 -- pb—:(305)871-IS}0.Fax (}06)871-15]I 4268 Westroods Drive 2 DRAWING No . J.-///gyp y'� '4y;e� a-mall:Ot� ced.— West Palm Beach, FL 33407 s 5A "••••••' ,�t4�1 1'l4LTER A.TILLIT Jr. P.E. 4 FLORIDA Lie.A 44167 5 SI.{EET P.E. E L�/-'.t4°�}, A�JkE1DATE 6 20 OF 20