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HomeMy WebLinkAboutProduct Approval Florida Building Code Online littps://www.tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGE.. 17-2 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search �iorda =- �, ) iea Product Approval IL.� sy z °`I USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R10 Application Type Revision RECEIVED Code Version 2020 Application Status Approved APR 15 2021 Parmitti:ng DzPartment Comments St. Lucie County rl`�y � I Archived c.l Product Manufacturer American Shutter Systems Association,Inc. �� Address/Phone/Email 4268 Westroads Drive 'QQQUUU```04 -- West Palm Beach, FL 33407 ,�NN�® ����V. . (561)209-8263 �p�`" bfeeley@easternmetal.com ®� ® �®`V 14T Authorized Signature Bill Feeley S L13C Irodriguez@easternmetal.com ®c Technical Representative Address/Phone/Email File COPY 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 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist- Hardcopy Received Certificate of Independence FL389_R10_COI COI ASSA_BLADEI_.pdf FL389_R10_C0I COI ASSA_BLADEl_2 pdf FL389_R10_COI COI_ASSA_BLADE3.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code 1 of 3 1/5/2021,5:00 PTV Florida Building Code Online https://www.floridabLlildino,.org,%pr/pr_app_dtl.aspx?param=wGE. If Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model, Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 3-(Non-HVHZ) - Drwg 20-165 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_RIO II DRWING ASSA BLADE3.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level"D".Max span is 12'-3"for 40 psf FL389_R10 AE_PER_ASSA_BLADE3.pdf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf, 9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls Is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only- (Non-HVHZ)-Drwg 20-164 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10 II DRWING ASSA BLADE1.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max. Span is 16'-0"for 30 FL389_R10 AE_PER_ASSA_BLADEI.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade, 8'-0"for+64, -72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. for HV1A working in unison.See sheets 7, 11 and 20 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 20-163 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10 II DRW_ASSA_BLADEI_2.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389_R10 AE_PER ASSA BLADEI_�df for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes 12, 25 and 28 respectively iBack 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 ::Pjy 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: 2 of 3 1/5/2021,5:00 PIV 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 2020(701 EDRION)OF THE FLORIDA BUILDING CODE.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-O.85, USING ASCE 7-16 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 CONOT ION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES(1)& d1 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 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HM 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 SHEEP 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 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE O 80214.01-03. #0715.01-03, 01004.01-05.#1214.01-05,40317.02-06. #0609.01-10 AND 80210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-mm AREA 2•• HV BLADE CD AND HV WINDOW BLADE (9) LA AND E-1996 STANDARDS (MISSILE LEVEL D,WIND ZONES 1.2&3)&#1220.01-10 AS PER TAS 201, 203&203 PROTOCOLSRGE MISSILE. (WHERE APPLIQAS a -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1.2, 3) BASIC PROTECTION ONLY AND 8 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 BLADE Di 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 INSTALIATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 814x2.75"AND 814xl.75"RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 kei TENSILE STRENGTH. PINS SHALL.BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 k61 FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-175 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 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 kei MIN.YIELD STRENGTH AND 90 k.1 MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksl MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7,SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE tQ: 12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE(D&O WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 S.7141S BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 86'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT 85'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 1 HV WINDOW BLADE 1C/�1 ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 1O. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE 6)ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS• METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WIBI SECTION 1709.92 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 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 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 CONTRACTORS RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. I OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (c) 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,' 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. µ1'L�IIIA11{� 1V BERTHA HVTM ZI MLTE�_co ,N ® ® © Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V.WINDOW BLADE No.44157 �?- American Shutter Systems q1V.N DESCRIPTION DATE DRAWN.BY: M.P TILLIT TESTING & ENGINEERING COMPANY /x 6355 N.W.36th.St..St..305•NRCMIA GARDENS,FLORIDA 3316( ASSOCIOtiOn� Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 -'0'• STATE F �,�� Phone:(305)871-1530.Fox:(385)871-1531 4266 Westroods Drive 2 DRAWING No �'., o-m II:tlll°oo®°°Loom West Palm Beach, FL 33407 a '' �iC'• F�0RI .��� CA A. 20-164 %��S''•....... .•'�\'�` WAITER A.TILER Jr.P.E. x AA' EAL/SIGNATURE/DATE FLORIOA Uc.8 44167 s SHEET OF 20 p. Ir.fDR WINOPN BME VARIES 2.- -- m.0'154 0 .41�' or iwax.-I F]200" 0. on 454 1z"s -7 M/UBT 51ARTER CI)HV SOLID BLADE (�)�HV UNIVERSAL FLOATER QUALIFIED OR USE W/ COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ HV BLADE 10 HV DIRECT )UN T HV BLADEI A H 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W1 HV 6063-TG ALLOY AN MPER .s" LImIT 6063 BLADE D TEMPER *SEE K or BLADE @ ON SHEET 19 6063-T6 ALLOY AND TEMPER -T6 ALLOY A Q 124%j-1 .085" 2.670" (TYP-) vn� on 670 2.226" P7 .904 ieazJ FF 4.436" 0 1.37.5' 0.072 1 0.072" 7 HV ADJ. ADAPTER WAIP !L 0 3.22.6" QUALIFIED FOR USE W1 HV (8)H-V WALK--OVER TRACK 0 920 IJ BLADE(D QUALIFIED FOR USE W/ HV 9 HV TRENCH TRACK 255' O6Li,Y-A DJ,-.FLOOR TRACK 6063-TG ALLOY AND TEMPER BLADE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A90 TEMPER 13LADE(1)ONLY, (:1-- HV RAINGUAR BLADE Q 6063-T6 ALLOY AND T1.P11 :21 VARIES 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ H --ua-- BLADE 1 VARIES 1.936" 6063-T6 ALLOY A D T ER IT 1 1, 1 .083" .0133 -,nt .093" 0 I Do"- �L_� II .093"- 25" as. mo of .093 ;67 —09Y T, on, L 11) HV CEILING-H-EAM (j4 HV HEADER/SILL I G R S JiD .,3.5W— QMLIFIED FOR USE W/ HV BLAD ONLY, QUALIFIED FOR USE W HV BLADEQONLY __jM 6063-TG ALLOY AND TEMPER OU IED FOR USE W1 HV E0 L HEADER/SILL SEE SECTIONS FOR VALIDIW) SE IDITY QUALIFIED FOR USE W1 HV 6063-T6 AL-OY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 0 ONLY, X 6063-T6 ALLOY AND TEMPER 'Til Y t 2" '0.,125' - _r-- 2- 15-MAX 1 1/8- 1/8- S. 3- 090" 1�7 1 M @ COMPONENT 1, 1 13 T 10.192" (13 SIDE ANGLE QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 2.5- 11 7"MAX.1I 0.190" 0.19o" 44 CORNER POSTS QUALIFIED FOR USE W/ HV BLADED QUALIFIED FO W/ HV -- &USE 0 BLADE(D 6063-T6 ALLOY AND TEMPER BLADEONLY. 2" :'5'MAX.;0.139" .131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER I FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 02020 TILTECC,INC. @2020 EASTERN METAL SUPPLY,INC. BERTH —HVT. Accordion Shutter System -71—7c—o - A /7TL E 100121S.Aw KV. BLADE#1 W1 OR W10 KV.WINDOW BLADE No.441( AmerIcan I DESCRIPTION DATE DRAWN BY M.P TILLIT TESTING & ENGINEERING Shutter Systems COMPANY Aswclafl.n, Inc. I OLD 17-107 /2/202C DATE: 7/2/2020 FLORIN L STATE Oi c Z02tJ Phone (305)87'1-1530.Fax:(305)871-1531 4268 Westroads Drive DRAWING No I moij;tIt'm0'oj._n' West Palm Beach, FL 33407 ii CA-0006719 0 R VY 20-164 WALTER A TLUT J,P.C. 0 FLORIDA Lf..#44167 SHEET C�,'r,,�.%SEAL/.IGNATURE/IDATE 2 OF 20 ---------- 4.576" .-.929", 1/4 /2,• 1/4�20 -DIE CAST 1 2.293" 1 FLAT HEAD THREADED �j , .745' 0.331" • 4�20 S.S.M.S. 0 P= (2 TYIP) HIREADED -DIE CAST EL I HOUSING ENAMEL Or,', -L BAKED PANTED :,Nb.10 7� Is ­%�SITURN L 7 T A.3113 _j & NOM(CHROME (CHROME PLATED) FOR USE W/ HV BLAI?E(��i CE L PC HV EGRESS LOCK C1 HV CENLERMATE QUALIFIED ONLY QUA HV FLOATING QUALIFIED FOR 6063-16 HV FOR USE W1 HV BLADE(.-l)& 1A ONLY E W/ HV QUALIFIED FOR USE W/ W 6063-T6 ALLOY AND TEMPER HV CORNER CENTERMAIE BLADE & ONLY. BLADE ONLY. VIALIFIED FOR USE W/ HV BLADED ONLY 250"O.D. 2.874* -T6 ENAMEL M PAINTED _R_S TURN NN.. ss YU 1.756- .9 HEAD 6063 ALLOY AND TEMPER P MOLD 0 4045 ,Z2t: s RETWO 2!Q7 �C. 4 -,..w qz"! .3 ;,825:i CA ER 4" S.S. THU CREW Jj_4_!9-20 06>. BEFORE R[VETIN .I.DD0`_ g :2 1/4" x 3/ V RI N T *SERE (2024-T3=rE THIN 'E 7 U. LARGE E 2.750' _Z7 .822 SHEET TEXTO LA -d NUTSERT �E MAN IFACTU I AWHE. CHERRY WIN,PARSIPP�Ny "�IET ' U PLAN FRONT ELEVATION HV MALE "I LOCK CEN19RMA11 .71lr4�DRIQUAL 47) ER FOR 'T' LOCK CENTERMAT QUALIFIED FOR USE W/ HV BLADE(I)ONLY HV FEMALE "T" LOCK-EENTERMATE HV "T" LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 13LADE M ONLY QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ IIV BLADE(DONLY BLADE()ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER- W/HV BLADE(1)ONLY. 1.917 3.161 .432 THUMBTURN .432 1- 1_1- :D(31 CrUNDER OR .062" — ICY CYLINDER .545' In V 10.8 Sp Min. '1 .125'M... (3)l HD CENTERMATE W/ NO LOCKING ROD AM' q: --- HD CENTERMATE W/ LOCKING ROD 0 UALIFIED FOR USE W11/ lit B V LA QUALIFIED FOR USE W1 HV BLADE!,.1,1)& (1A) MP 6063-T 5063-TG ALLOY 4 HD CENTERMATE'S INSERT ­12"MIN. QUALIFIED FOR USE WZ HV BLADE(?)& -s.—CiT 6 Y N 4'0-20 s. /r. 6063-TB ALLOY D TEMPER ACETAL THUMBSCRM. (SEE DETAILS) t 1/2" :THUMMRN CYU DER OR KEY CYLINDER ij.57_Mi..! LOCKING RQDZ�l -1 44 1/4'0 1.76'Ma.. 7A_375"O QUALIFIED FOR USE W/ HV BLADE@ 6 45�1 6063-T6 ALLOY AND TEMPER C 7:0-16 KErAL) HV /4" 20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK DOLT LOCK. NSTALLATION WILL REQUIRE A 7/16- H THUMBSCREWS I—ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W1 HV 13LADEO& 0 DE 0 TILLED AT TRACKS FOR PROPER EMBED T Qu IFED FOR USE W/ HV 8 QUALIFIED FOR USE W1 I FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02020 TILTECO,INC. @2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM E&I Accordion Shutter System No.44 67 11LIECO H.V. MADE#1 W/OR W/o H.V.WINDOW 9_qE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY _v.N-i DESCRIPTION DATE DRAWN BY. M.P. Association, Inc. STATE IF lzo�zo 6355 N.W.36th.St.St..303,VIRGINIA GARDENS.FUDRMDA 331V --I OLD 17-107 7/2/202C DATE- 7/2/2020 0 Az Phone (305)871-1530.F..:(305)671-1531 4268 Westroods Drive 2 �1, ...GIRI DRAWING No e-mail;tift'vaccol—m West Palm Beach, FL 33407 SHEET 3 OF 20 CA-006719 20-164 WALTER A-71LUT Jr.P.E. 4 SEAL/SIGNATURE/DATE FLORIDA Lic.#44167 SHUTTER ASSEMBLY SCHEDULE FOR HV 1), HV CA) 12"MIN t'LE1AF tNCE 41 400 .0625Qt " TO EILA6EJ 1'� HV BLADE 1 EDGE HV BLADE to IHV WINDOW BLADE u25' .0625' .0625" HV LONG RECESSED NYLON BUSHING K E -0 Orr .06Y5"I ec (rYP) 39 HV SHORT RECESSED NYLON BUSHING FLAT PO RI 7509 _-F LA "I PORTIO N_]j HV NYLON HAT WASHER (D OR 41 HV WHEEL CARRIAGE AISI 302-303 SERIES .87W" ­1 1 X 0.870"x3/16" THICK NYLON WHEEL. 2 7/8-MIN v WIND. I CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS rol SEPARATION 1 .0 01100 T .0625,BETWEEN : BLADE X62" HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR 17a-1 _t 5 3/4- 0 OPENINGS ON CCNTCRS 47p"/41 .7500" 43 HV 2 3/4" ACCORDION PIN W/ #8 HEAD -2.'1/4-i 47[ 1 TYPICAL CLEAR ' POLYCARBONATE IMPACT RESISTANT HV WINDOW B"'W"I'll� HV WINDOW BLADE AND "r 1 -331 TNO S POLYCARBONATE HV WINDOW DETAIL (D OR or % ,EUNOTE FOR REMENTS) i OOR 0 EQT.)LCAR3_QN6TE_jVPACT FKQSI,51ANLT HV W LQQ N W SAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC -IN. 'ICE_j TO M INNOVATIVE PLASTIC LEXAN 103 RESIN REQUIREMENTS 'F HV PIN REQ_V FOR III EI?Ccai.: (SEE NOTE ' " ON SHEET 19). 2 F= TOR @ ------------ og -HAI EXTERIOR(I) HV PIN (D S A ALWAYS OF USED AT ALL o BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR �=11 POLYCARBONATE SOURCES FOR 404 1. EXTERIORIIV (9 E3LADL. TYPICAL SHUTTER ASS MBLYA'pu—E DW1 MMAL PROPERTIES STMWD HV PIN OR 3 IAT (2) FIV Fim (9 MAY BE USED IN LIEU OF 0 AND ONLY AT EXTA OR EXTERIOR BLADE'S KNUCKLE. _-RIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ [-IV(D 00.324' BLADE WHEN CORRESPONDING 10 INSTALLATION "11", SHEET 7. (SEE NOTE * FOR spE.- .1.0792 O.D43 Ib/W 0.043 lt,&' ,04,11 REOUIREMENTS) TENSILE M�STRENGD1 —D�a 1,100 9,300 TYP (.5) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER FLEXIINk SIkIIIGTH AT nFllt .1m I Uw P-1. 13'.0 '-1. nfX l V.ODULt ASTM NN 340.000­;. 345.000 p.x.J. SHALL HE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, IZOD AST..256 1. IT WHEEL CARRIAGE DETAIL -Or.DENSITY ASW 021343 .1.2. 64.D X M N.T.S. ASSEMBLY LAYOUT RAW or DURI'l- ASTM D"5 C-1 CLASS C-1 CLASS SELF=11K). ASTM D1929 ­'F ow-F 39ADIVI. ASIM GM TENSILE STRENGTH/TER WEATHERING 6 8 93.p.'J' SMO TENSILE SMeSS MFORE WiDknIERNG AST.638 .61 P...;. WSO P.J. (1) HV BLADE SOLID & I'Ai HV WINDOW BLADE DETAILS N.T.S. FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone: 02020 TILTECO,INC. 02020 EASTERN METAI SUPPLY, INC. Ind, BERTHA HVM A G 0.S ' Accordion Shutter System " A.S.0 A14. KV. BLADE#1 W/OR W/0 H.V.WINDOW MADE American Shutter Systems REV.N, DESCRIPTION DATE DRAWN BY: M.P NO.44 6� COMPANY E / TILLIT TESTING & ENGINEERING r'k FLORIDA U..# t4167 5 SHEEP 1 6 4 OF 20 Association, Inc. I OLD 17-107 7/2/202( DATE: 7/2/2020 82t55'N.W.361t.,St..SW.303,MRGNIA WDENS.FLORIDA 331V --a CT . /� Phone (ia5)871-1530,fox:(-105)871-1531 4268 Westroads Drive 2 j J/ STATE DRAWING N � - ­­H:tilt—C.N.— West Palm Beach, FL 33407 3 20-164 OR WALTECA-00067 9 R A.TILLIT Jn P.E. 4 -.A06L/SIGNATIJRE/DATE F Q.0� w® © *NOTES ON HV LOCKS AND CENTERMATES (A 1. MANDATORY CONDITION i7. ONE HV LOCK®or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE ORB OW 4' OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTA TIONS T ANY 1 f ELEVATION. HV LOCK�or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO I OR 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 05 TYPICAL SHUTTER ELEVATION. f."'\ce70 vt I + 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LJ 1 LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR In SHALL BE AS INDICATED ON NOTE (1)ABOVE. • vr�---- I 'v , �( —b�°-�r LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. r\ I vB-xve v 3. OPTIONAL CDNDMON 42 JVAUD ONLY WHEN J1 OR LIKED MANDATORY CONDMON � � ®a #2 IS USED O H.V. LOCKSI: LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 1D� --24R 5 6oR 0GR 4 ,•-¢4+*® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 05 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSMON). RU= C tlr I TVI 4. MANDATORY CONDRiQN /2: ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN _ AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, I j 1 ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S.M.S. TWO LOCKING RODS AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ® x0cv rlv� I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ti o v Il 0m• 8� I 'a 5. FIRST ALTERNATE TO MANDATORY 6 MAY ON Al N ONLY x MAMS OR 22 r ONE ALTERNATE HV LOCK 2 MAY BE USED IN DEU OF HV LOCK or FOR ANY SPAN AND - •- - ----- - gEF �� � INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN IN OR OUTSIDE LOCK.ATTACHMENT OF 1/4"0-20x3/4" S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4"0-2ox3/4'ALUM. / 1 I x gF� � x�u-Frio o�3 RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6.ALA-NDATORY Q NDQION#3 FOR KEYSTONE MOUNTING INSTALLATIONS- ONE HV LOCK®or®or®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 Ll III TO 96'. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or 0 or®MAY BE USED AS AN INSIDE OR I I Ir, OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTION l i L1 -'3$ OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON F� E N �I J. K L N p 0 u V x• s SHEETS 10& HEIGHT NLL lL� -,�5, *NOTES ON HV "T" LOCKS AND CENTERMATES: 4- OF CORNER 1 . SECOND ALTERNATE TO MANDATOR 'r LOCK 4ND MMMATES a AND . - - uNUMREO MOTH-------.__...._ ._._ __. .- ...-� .- t CENTERMATE Q$ ONE ALTERNATE HV"T"LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND �w®ox©+O7 oR®oR 1Q+t3 w &ALLATION AT ANY ELEVATION. ALTERNATE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT O Ovx� O OF LOCK®INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVGI SHEET 9. WHICH MUST BE CONNECTED TO CENTERMATES®AND®W/ 1/4"0-20 x 1 1/2" LONG S.S.THREADED BOLT W/7/8"0 x 3/32' WINGNUT OR W/ 1/4"0-200" S.S.M.S. INTO A 1/4"0x 5/8"RNNUT• LOCK MAY BE INSTALLED AT MIDSPAN OR 12' ©+�] +QaR©*0+18 Gu MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. ®.®w t 9+QGpQ•QopQ ® *NOTES ON HD LOCKS & CENTERMATES: n 1, HD LOCK 14 W/ HD CENTERMATES(31 OR IN W/(3A ; ONE ALTERNATE HD LOCK(D MAYBE USED IN LOU OF TYPICAL ! HV BLADE SHUTTER ELEVATION HV LOCKS`.24 OR @5'FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF IN)LOCK®TO®IS W/3 #8 x 3/8"F.H. S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS HDB-HVB AND HOC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02020 TILTECO.INC. ©2020 EASTERN METAL SUPPLY, INC. \\\\`�,�Illir�iitt I w���� BERTHA H V TM �. \\GEIVA T� Accordion Shutter System ® � c. ® VI n III H.V. BLADE#1 W/OR W/O H.V.WINDOW BLADE = No.441 -- American Shutter Systems%-'--� TILLIT TESTING & ENGINEERING COMPANY EV,N DESCRIPTION DATE DRAWN BY: MP 1k: Association, Inc. I OLD 17-107 1/2/202 DATE: 7/z/2o2o 6355 N.W.36N.St.,St..303,MRGIMA CAROMS.FLORIDA M161. STATE D Phone:(305)871-1530.Fax:(305)871-1537 4268 Westroods Drive z DRAWING No y'. a-mall:tit000®ool.com West Polrn Beach, FL 33407 3 O •(,�F<DRIDI 2t. CA-000s71e 20— 64 :Z \\�C WALTER&11LUT Jr.P.E. 4 FLORIDA Uc.9 44167 5 SHEET ' ,,,&AL/SIGNATURE/DATE 6 5 OF 20 nw -CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK, S.S. POURED REQUIRED J CONCRETE , SHEET 13 CONCRETE REQUIRED ) ..-i CONCRETE ANCHORS I MACHINE SCREWS REQUIRED _..,.. .. ,1..-- FO SEE SCHEDULE ON W/ 1 ( /4"-20 CONCRETE ANCHORS { 1©18 oR SA ErSRfoNE(SEE MOUNTING®On sneEr 7) I' SHEET 13) ! NUTS® 12"O.C. (SEE SCHEDULE ON SHEET 13) , � 1' '. i12)oR 14 l i I Min 1 -.A4"0-20z3/R4"S.S. I L Ea EQ i CHINE SC EWS - ED L! USING 1/4" 20 NUTSa 12"D.C.E. D.* .250'MOx. d'- OR 15 oI, 15F D I I13D .250„ 1 I._ .1 250°Maz. I Er �i I OPTIONALuOPTIONAL n' i- I u ryry 9 1 11 ,I 55 'If��1 y IF7 149_...._. CLASS .j_._._.._...(SEE SCHEDLE00NTSHEET 71)... t I3xaL5 T04 __ I I OR 1 ♦ MIN.SEPARATION TO G1A55 I I S al) EXISTING EXIGLASS--I .. I EXISTING —(SEE SCHEDULE ON SHEET 1I)__ ( NV WA�), HEADER INSTALLATION GK� HV WAL1_.�H ER INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE EXISTING _.._. _.._..„r.. ........... MIN.SEPARATION 0 GLASS - , I I T I11�... ),_.. GLASS—, TO�SEPARATION i.l_�.. 7 I I ♦ I I I i I-... .__ ,.I EXISTING (SEE SCHEDULE ON SHEET 11 -`�' i',OR ,1, SD1tDAE ON VEET I I I I ' MIN.SEPARATION TO GLASS I I GLASS Ii I 11 F17i BLADE m,WO"-- I I I (SEE SCHEDULE ON SHEET 11 I x I I ON 9 19 FOR IT'S[De Q9) I II m $ EXISTING I ) I I I �-r--.' /-OPTIONAL II I GLASS 1/4" y t( ♦ _ III; 11111 I I ,1' / li iI Ij l 1/4'Max. I.'E.P 1 .-__ r J Max. 1 I; I�OPT i I LJ- 13 OR 15 E. 0.•' • i i F � i i I I; ED - N I i 1 l I , ... .' ` 9 ED I' 1121OR 14 .1.. r - I _._PHILLIPS RUS'HEAD I. M'n /4"0 CONCRETE ANCHORS / I `_ 17 OR18 I_.EQ.-I EQ ILLIPS TRUSS HEAD {' TRUSS HEAD 'S.S.PSCRES MACHINE SCREWS USING I CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS 1/4"-20 NUTS 0 12"D.C. '--(SEE SCHEDULE ON W/ 1/4'-20 NUTS® 12"O.C. - POURED CONCRETE- SHEET 13) (SEE SCHEDULE ON SHEET 13) ! Min. POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK --"—'U-y'-'l" CONCRETE ANCHORS REQUIRED WALL REQUIRED OD HV WALL—SILL INSTALLATION POURED CONCRETE.__I SHEET(SEE SCHEDULE ON ON (F)HV WALL SILL INSTALLATION OR CONCRETE BLOCK — WALL REQUIRED O HV WALL SILL INSTALLATION N.OTE_FC2..QOMBINA7JON OE--SECTLDHS: INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER EMBLY b(S I - EDGE DISTANCE `' ASS MOUNTING SECTIONS CAN BE COMBINED ♦ BLA E ONNSHEETU19FOR H V BLADE E SPECIFICATIONS ON SHEET 13) BLADE 1A IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ""'Z(fIIIjI ((o, 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. ,•��..' CEIV �''_ Accordion Shutter System �-, (I� ra c. o ® ® liV. RAM#1 W/OR W/O RV. WINDOW BLADE No.44117Nz�- TILLIT TESTING & ENGINEERING COMPANY ARl@fICOn Shutter S St@n15y LV.N DESCRIPTION DATE DRAWN BY: M.P 8355 N.W.35th.SL.Ste.305,VIRGINIA GARDENS.FLORID.A 33 Association, InC. I OLD 17-107 /2/202 DATE: 7/2/2020 STATE 0 Phane:(305)871-1530.F..:(305)B71-1531 4268 Westroods Drive 2 DRAWING No F e-mail.tilt...C.O.— West Palm Beach, FL 33407 3 .. .... .G WALTER ACA-.TILL �,.P.E. 20-1 64 4 NAL 1 �`�`\SEAL/SIGNATURE/DATE FLORIDA ua.8 44167 a SHEET OF 20 CONCREIE ANCHORS POURED I MIN.SEftRMION I_ TO CLASS 'I- IN Oul OR G 1 i - (SEE SCHEDULE ON SHEET 13) TO GLASS(SEE EXISTIN SDIMULE ON SHEET 11 CLASS- (SEE ScHEOU-ON- EDG Or FOR BVOE OAHD SHEET ILI) I 5NEET 10 FC41 SW—H. TO SLAB (D q4 ii.DI APPUCAFJ EXISTING ON�Ea GLASS ALTERNATE GLASS- I I , ANCHOR CXISIIN LOCATION GLASS -IT 41 Ox3/4"HEX WASHER HEAD OR 0 OR( 3/8 3/8'MIN. EDGE OF ula. ---CONCRETE ANCHORS IF (SEE SCHEDULE ON SHEET 13) FO APPLICABLE :Tlt G EDGE OF EDG.OF SLAB IV ,;I 16� S 0 IF 'T 1 2 EDGE OF APPLICABLE AP CABLE SLAB IF APPLICABLEPOURED V POURED FLAT HEAD CONCRETE ANCHORS of , CONG EIE ONJUE ON SHEET CONCRETE R REQUIRED -ACE(DAND (SEE SCHEDULE ON SHEET 14) II FOR A 140 POURED- REQUIRED a,s,�19 FeiI 1.1%OR ILA ONCRETE E. FLAT HEAD CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 14) (DII TRENCH INSTALLATION VALID ONLY FOR UP TO +70. -75 PSF A.S.D. HY FLOOR INSTALLATION t 01 HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER (0) H V G NS SCHEDULE #3, SHEET 11 EXISTING GLASS- I F­ CONCRETE ANCHORS (SEE SCHEDULE ON E S.EOUNDS" SHEET 15) 1/4-0 IIVi EIRLDEX TAPCOIA W/ SHau ADVANCED THREADFORM CxSI1w CIASS— FASIENE 0 P�S EXISTING EXISTING .... .. TEOINOLOGY OR 1/4 I ji" GLASS .111.ILI, GLAS .w q /R APPEERM+AHOHORS W/ _J 1FT­T.­-'l 1 j 4�IVN -w MAX. .3 em­ERME.1 SITLl 11) EDME C0.RrDRP STPOA�'-"SPAN AND LARGER THAN -1"IAX A I EALANT /4" _O'Up To FASTENER YZ AT ENTIZ 'Pf1. MAX. (rm.)(SEE NOTC tj OIU4 SiIDEr I 1� 3/1 1/2" IF/IDIII` #10x3/4'HEX FOR MRATIONS) 3/ IC'.1'. MAX. @ OR ASHER HEAD'TIF. RE115 8) 11 12'O*C, 4.3/4" ..... I IF[X HEAD �,C+R�vjs 4n 9"O.C. 14.3/4'S D S 0 1/4-1-20 S.S. M.S. CONCRETIF ANCHORS 1/4'1-20.3/4'SS MIS -USit -20 NUTS (SEE SCHEDULE ON 9-D.C. 1 110 1/4"M NU; 0 9"O.C. C 2*O.C. -7 C6) 3 7 EXISING NON STRUCTURAL 17 R 108 AU TRIM(DECORATIVE EDGE J. _547� - 7�2'00-'WN `_ OF E.D. SILL) SLAB IF 1114x.3/4"F.H. S.D.S. "IN 0 9"D.C. -,I .; I_ POURED CONCRETE APPLICABLE:— V " ` I I , RED ,-CONCRETE ANCHORS SEE NOTE 13(b) POURED CONCRETE- (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b)POURED CONCRETE ON SHEET I OR CONCRETE BLOCK SHEET 14) --- ­---------- REQUIRED OR CONCRETE BLOCK OPTION POURED C R;�%ALL TING INSTALLATION N.H g HY WALL FLOOR INSTALLATION WALK—OVER INSTALLATION MAXIMUM A.S.D.DESIGN PRESSURE: "4,72 plf REQUIRED I SIIUTTR GPM W-0, G ARO INSTAL N t NOTE- CIU t THIS INSTALLATION SHALL DC!L_C1)M[J1kJAjIQR OF SE E.D. EDGE Er To AN(SHEET DISTANCE REMOVABLE WHEN PERFORMED I P RABLE EXIT LIMITATIONS MITATIONS OF 1 FOR I- El 4 FOR TYPICAL SHUTTER (SEE SPECIFICAIONS ON _ 1�3) OR ENTRANCRUDECA ON SHEET ig AS1r`M'B'Ly'HF INSTALLATION DETAILS WZ (1) HY BLADE 7 MCUNTNG SECTIONS CAN BE COMBINED IN ANY WAY to SUIT ANY INSIALATION. FLORIDA BUILDING CODE Non Nigh Velocity HUrricane Zone: it- 02020 TiLTECO,INC. @)2020 EASTERN METAL SUPPLY. INC. ....... BERTHA HVTM \,\ A Accordion Shutter System 0EN 'M /7TI L FE C 0 No.44 67 H.V. MADE#1 W1 OR W/O H.V.WNDOW BLADE 11 American Shutter Systems K70 TILLIT TESTING & ENGINEERING COMPANY gww 3EV.Me DESCRIPTION DATE DRAWN BY: M.P 5355 N.W.361h.St.,Ste.3D5,VIRGIN IRDENS,FLORIDA�319 Association, Inc. I OLD 17-107 DATE-. 7/2/2020 Pho, Fax : 4268 Westroods Drive. -" STATE C F % (305)871-1530.Fa"G(305)871-1531 2 —164 DRAWING No ­11;tiftec'u"I.-M West Palm Beach, Fl. 3,)407 3 0 A I CA-0006719 or. 4 FLORIDA Lie.0 44167 5 SHEET WALTER A.TILUT 20 SEAL/SIGNATURE/DATE 6 7 OF 20 SEE END MALL CONNECTIO DETAILS ON SHEETS 10 & 111 SEE NOTES ON LOCKING RODS D,HV LOCKS(D°r z® INSTALLATIONS W � AND ALTERNATE HV LOCK®ON SHEET 5. oU I� 9U' I IN EXISTING GIASS �'1 HV BLADE SLACK DETAIL HVF IS VAUD FOR ALL BLADE WZ HV CENTERMATES CENTERMATES APPLICATION WRH BLADE CD lO7 oR®oR©� 7OQaQ°R10 +13a j) OR 23 SEE END WALL CONNECTION 10+ 15 oA©•Q3-6.©°R EXISTING GLASS DETAILS ON SHEETS 10 & 1$ i l I 6 • 7 • 1 Ofl 6 + I °R _f_2 —————.— _—__ ————.— ————_ I 5• 8 m 1 + 8 OR 8 • 7 OR - I - ' 2'x2'x1/B'x0'-2` ���� I Of®O°O.O3 on 19•� 3_1/4'. 7-_.__ _._6.1�7" _7' (6063-T6 ALLOY)ALUM.ANGLE W/(2> ,{,•o TAPCON 1/2" ®�® ORFQSING I SYMMETRYCAL ANc oes 0 CONCRETE ( ! CENTERMATES (TOP/BDTTOM)&, " CENTERMATES MIN. SEPARATION (,)y1Cx1/2 s.Ms.To TUBE I y1ox3/a"S.M.S.® 1z' w HV LOCK_U or��5 i / ro GLASS (7.C.FULL LENGHi. ) W LDl�K— AT EACH ANGLE.(TYPJ (SEE SCHEDULE �' I ,�l- 35* �� ON SHEET 11) _ (5OV 2 -I--1/2 ® i22 I ©oR®OR©f OCfl OoR1D•OOR K_�/� ou H VA H V B HVC 1 p oR 6 7 oR 8 °R 10• 3 oR POURED CONCRETE OR CONCRETE© ® O O O O 6 7 aR 6 7 *18 R I oR oR 1 E%ISTING GLAS REQUIRED BLOCK WALL O� 10+05 1©+O3 — —r-- ?—————————————-- --- - — -- -- -- ----- I_._ EXISTING 0' SYMMETRICAL s 7 1 oR s 7 8 oA GLASS _ IN �.O MIN. SEPARATION ` $ $oR 9+ 3 m 19+ 5 EXISTING ) O © © O O•® TD GL SS O O O D O O CENTERMATES 6 s- 8 oR 1 + 8°R 8 7 °R —J GLASS bi I I I * OPTIONAL (SEE SCHEDULE I I on©�® * m, WJ�"I_V L:OCx ( ) O.®°R Q+Qa+19+� ON SHEET 11-- a (INTERIOR MIN. SEPARATION /�^.r, _---_ —_—_--_ __.._.._.__--_.__...._—__ ® ®... {�/JSI .. To GLASS I N (SEE SCHEDULE C— � OPTIONAL \ —_.—__ ----.�— __.___ —. _ ,_1—_— 1 I ON SHEET SCHEDULE: _—_ (INTERIOR) ' --- ., - ® _ LO U� CONCRETE'' ,. —I.._ — ——__ --Ti 1. 'ANCHORS® �— ^ _O.. VA IES. I I 16'O.C. �__ * i l i 3� vnRIESV. J l— ---- — - --_—� 9T q ' ._.*.1�� °A '. O.U._.�,J I__.._...... 6...1/2",MAX oUZ �...i '__ (EXTERIOR) HVE HVF** HVD I FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, "\tT II III 4G77j 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. . , BERTHA HVIM vcE F''•� Accordion Shutter System No.44 67 — ��_C� �' �'c a .A. H.V. BIADE#1 W/OR W/O H.V.WNDCIW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems iEV.Ne DESCRI"ON DATE DRAWN BY: M.P Assa STATE F / - 110 N.W.3611.St.,5I°,305,VIRGINLA WRDEN6,FLORIDA 3316 268 Wcst oadon, Inc.DriOLD 17-107 T/2/2D2[ OA1e: 7/2/2oz0 �'. Phone (305)871-1530.Fax:(305)671-1531 4268 Westroads Drive z DRAWING No 'o�0,�- CA- • '\C, WALTE A�LLR19r.P.E. a °Ili ii1ON,A1 Ae SEAL/SIGNATURE/DATE FLORIOA u°.p 44167 6 SHEET OF 20 ALTERNATE INSTALLATION WZHV "T" LOCK Ed HV MALE/FEMALE "T" LOCKS CENTERMATES Q81 9 & OCKEP3S �_7 W/ (111) HV BLADE- SEE END CONNECTION DETAILS_ON SHEETS 10 & 18 INSTALLATION (1) HV BLADE F17N �p EXISTING SLAOE(DSIACK DETAIL HVF,INDICATED ON SHEET S. W/ HD CENTERMATES AS WELL AS UNIVERSAL FLOATING BLADE©DETAIL HOD-HVD. INOICATED ON THIS SHEET.MAY BE USED WITH THIS ALTERNAI ( m InSTAL 1ON DETAIL HVO SHOWN IN THIS SHEET. SEE ENO WALL CONNECTION—-, 1 10•QS m©.®"'©.©"' DETAILS ON SHEETS 10 & iB (D TES ALLAY)ALUM. I 1 . ---(35)*---; 1_..-.-`�'s ANGLE W/(2)1/.-F TAPCON 1 5/8' Ip•® `.. ANCHORS TO CnnutEiE I -- (aP1loNAL) ' DPIIDNAL) r OoP/GonoM)& I I_- L_______________________________________________( A -_____ ��*, _� _._ (4)01A1/2-S.M.S.TO NBEI .r#toa/4-SJM 0 1R' AT A� AN0.E.(rv) I D.D.FULL LENGHr. * I N (4)H.Y. ___ j I N (4)H.Y. _ _ M..SL RW xn , ml 30 HV T PLNS(TYP. PINS(T1'P.` } 1^ To 0 - -'r' LOCK (INSIDE) r O E —'--r- - ---- - (5 0.. - 0�11T 31 DR�32) * 33 I �3 OR 32 31 aR3 i 31 OR©2 4, -(D, * �..:.' S!'W/ /4' 0-20 x 1 1/2" S.S.M.S. O (OPGONAL) SEE NOTE 6 FOR HV LACK 7/8"0 x 3/32" WINGNUT. (oPnoNa.)HDB—HVB OUT ,hHDC—HVC •T•LOCK,ON SHEET 5. 30 HV "T' LOCK (OUTSIDE) P8 SY 1�ME��C-AL HD CENTERMAZES SYMMETR�AL_�C dTFJ3M.9IEs G* Yt'L` J OCK (EXTERIOR) �V� L9�K.SIL�TERLQS) t SERIES 9444 ALUMINUM ©w®�O O O O (zoza-TJ ALLOY)LARGE IDE FLANGE MIN6 .,(7'�4�8 a 10• 3� ASSHEET 0820. MANUFACTURED BY ANDS.CHERRY ..10•®°°©•�'©•®°" TFOORN,PARSIPPENY.NEW JERSEY ©•O•©�©•O 07054 OR EQUAL. ®0° 8 ®°^O•®ate O19k — --- __---------- — -- _ I � D *SEE NOTES ON LOCKING RODS®&HD®Loco ON sHEEr 5 UIL E FTDAIING 6 0 OR-1GTD-KJD IS VO FOR N.I.CENIFRIUTFS APPIICNIDNS WITH GLADE HDD—HVD** SATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM yaQ� ��GENS ✓p' C ® � �® ®�® Accordion Shutter System _ ® H.V. MADE#1 W/OR W/o H.V.WINDOW BLADE ND.441 7 == American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY y EV.N DESCRIPTION DATE DRAWN BY: M.P o� 0.753 N.W.I.st.,51a.J05._-Nth GARDENS.FLORIDAA 3316t Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 i a". STATE C � Phone:(J05)871-1530.Fax:(305)871-1531 4268 Westroods Drive x pRAWING No maa:tilte-Ga-com West Palm Beach, FL 33407 3 FCDHI .••\�'4 a CA-0006719 4 20-164 ��,��s• ` \`L WALTER A 7Ullr Jr.P.E. N� FLORIDA Uc.#44167 5 SHEET �A,,�S/ONO IAA SEAL/SIGNATURE/DATE 6 9 OF 2 - POURED CONCRETE POURED CONCRETE _POURED CONCRETE CONCRET—POURED CONCRETE OR ,.' OR CONCRETE _ _ OR CONCRETE OR CONCRETE _ REQUIRED BLOCK BLOCK WALL I BLOCK WALL REQUIRED BLOCK WALL REQUIRED I - "Ti: BLOCK WALL REQUIRED EXISTING CLASS EXISTING GLASS CONCRETE ANCHOR EXISTING CLASS j 2-MIN.r-- EXISTING GLASS W IS.O.C. — -( 2"MIN.^ -'. — !i MIN.SEPARATION rr TO CLASS SEE MIN.SEPARATION •I LAN.SEPARATION i SCHEDULE ON SHEET 1. ( I I MIN.SEPARATION EQ I--i 7-I EQ 70 GLASS(SEE _ 11 FOR BLADE(DANO - TO GLASS(SEE i i TO GLASS SEE II SCHEDULE ON SHEET i/i6"z3"MAX.._. ON SHEEP 19 FiFi - SCHEDULE ON SHEET I.1 (SULE ON EE 11 FOR BLADE QAND (6063-T6)CONT. BLADES(D&(a l 11 FOR BCE(DAND - (LOCATE AT �qq _—_.-._- 1 ON SHEET 19 FOR ALUM. CLOSER __ _J 10N SHFEf 19 FOR I 2 I --1 SCHFOR BLADE m EITHER SIDEC LY BLADES Ql PLATE. (LOCATE 1/2" ` I ' ` -- BLADES m&� / 1', �DN LA➢ESm& OF 5O) AT EITHER SO; MIN� �__�-.. 1 2"MIN. ___..__...- .—._ _ / ' _ � IA _—_�-- -- &USE 1"OR 2'MAX. #1D%1/2" M.S.- (AS APPLICABLE)z2"xI/8"xO'-2" #10x1/2' ® lfi O.C. ALUMINUM CLIP ANGLE O ((606 -T6 ALLOY)AT MIOHE16S O.C. IGHT 1) —� --- u<. i ._. #1Ox1/2-S.M.S.TO®& _-- >,a , _ WALL AT I- CCN(LOCATE AT S ANCHORS TO i SEE DETAIL X FOHR K Jll ♦ O ®♦ O SIDE CONNECTION )O OR EITHER SIDE OF(D) ) OR O OR ®♦" I SEE DETAIL X FOR OR ®♦�e� f TO TRACKS -�--• — - _ SIDE CONNECTION _ 7}—�w®w©.Oj w® IQ•uw SEE DETAIL X FOR; q �w©,Qw10•®m TO TRACKS �a�� g T10�, I SIDE CONNECTION O ©^'®°'®•Q7 m8Qm10'®m '6m` ®m ,o•®m® ®w®®m TO TRACKS I�•®m©•Om�•®m _ ,o•Qm©•Q�m©•©m ©•p7 •©m©•p7•®w i.©'07 •©w©.p7 .®w ©•O•©m©•O•®m © O ©m©•�`®m ®'®w�.®wp•®w ® ®m® Vim© ®m OON DDT I Om®® TAI END CONNECTION DETAIL 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL 10 END CONNECTION DEZA16 2� O O +REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR —— EXISTING GLASS ' CONCRETE BLOCK WALL '' EXISTING �...._.. ,.'' REQUIRED GLASS . MN.SEPARATION $10d'1/2"S.M.5, y ,, TO CLASS SEE i' ® 16 O:C. MIN.SEPARATION 1 11—_—_—__ ____ 1 --Y 70 GVSS(SEE ________ ____ OR OROOR ON SHEET 19 FOR ANCHOR®.... -,MIN. SCHEOUIE ON SHEEP ,c}t;La:�._:;___________=j SCHEDULE ON(SHFEf 11 FOR BLADE QAND CONCRETE 1/2' 11 FOR BLADE(DAND � "-�-- - _ @OROOR(90R@ CONIC E BASS m& 12"O.C. .i __— ON 91EEf 19 FOR q __ __ _ HOR I EQ O BLADES m&Q!� r—_ OR(g C O.C. 1/2"MIN. —_I —- - -- _ 1 2"MIN. _ ED 2" MIN. 2'MIN.,- ♦ SEE LIMITATIONS OF USE FOR © O BLADE(DON SHEET 19 ) OR)3OR t OR'I OR VIEW Y —�_ I *I---- �ij OR ®�� PLAN I)OR 16 I MEMALL X URED CONCRETE OR - --- JI ®w©.pw®w,D•®w — - - ®m©•OmOm,D•®m END INSTALLATION C CREIE BLOCK WALL _-----_ 10 wee©'®w®'®w REO CD LOP®m©•�©'®m ©.Oj ,©m©.Oj .®m ©O ©m©O ®m I HV BLADE OR hA HV WINDOW BLADE INTO ®.®wp•®wp.®w ®'®m�'�w�'®w CONCRETE OR CONCRETE BLOCK WALL. END CO Q O ®m0 ®w�"�w®�® END CONNECTION DETAIL© Om® ®w®.® RDRIDA BUILDING CODE(Non High Velocity Hurricane Zone; `\`0%�O,E11)III./tf4yyX m 2020 EASTERN METAL SUPPLY, INC. tC{�{p� C<`! , ®2020 TLTECO,INC. ® {�qD ���P�•��CEL BERT14A H iP TM �L O Accordion Shutter System No.4416 H.V. I)IADE q1 W/OR W/D H.V.WINDOW BADE *; TILLIT TESTING & ENGINEERING COMPANY American }Shutter Systems REV.N DESCRIPTION DATE DRAWN BY: M.P pL �Z_ w �L� 6355 N.W.]sth.SL.Ste.3W.VMWA GARDENS.FLORIDA 331 AssoclattOn. In0. OLD 17-107 7/2/202 DATE: 7/2/2020 STATE F4268 Westroads Drive z i�O F Ph— (305)tl71-1530.Fox:(305)871-1531 DRAWING No P e- 0:tllt♦DD®ael.wm 20-164 !e'C CDR) �� CA-000671E West Palm Beach, FL 33407 3 .,Rs'•..... •• ''J to 4 /'���7/ST0NTAI 'E ',SEAL/SIGNATURE/DATE VFL FLORIDA a LLs 44167 s SHEET 6 10 OF 20 SCHEDU F- #1 9-CEEQL&E-#2 SCHEDULE #3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN'(` "L+" MAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L-" ft. FOR 1d5TAl.l^IWA-F M tmll CENTERMATES. 0 & 0 or or ( ) .R "L-" (ft.) INSTALLATIONS OR j—OJ,W/ P O51NG. W/ {METRICAL CENTERMATES CONCRETE & 1 L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LUCK ® or ® or or-0 CENTERMATES. 1 & S MANSORY WOOD () HD LOCK W NO LOCKING RODS or ONE HV LOCK U or or 2 & W/ ONE HV LOCKS POSITIVE A.S.D. DESIGN PRESSURE RATING. ® / 'CJ ® ® L-: MAX.ALLOWABLE SPAN FOR A CNEN NEGATIVE CENTERMATES & W ONE HV 7" W/ NO LOCKING RODS -' OR W/ NO LOCKING WALL A, B, C, D, E, M, N, 0, P, Q, RODS MOUNTING F. K & L R. S, & V. A.S.D. DESIGN PRESSURE RATING. LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,it)® (VALID FOR MOUMINC It BOTTOM (SEE NOTES t,t1 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR //�� SHEET 7) FLOOR/CEILING Q H I 11•Q T. U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: CONCRETE&WOOD INSTALLATIONS V CONCRL�E&WOOD MOUNTING MAXIMUM MAXIMUM I STN T10 ." uAxluvu CONCRETE & M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, A.S.D.DCSIGN aS.D.DESIGN aS.D.ams INSTALLATIONS PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN •L+"FROM SCHEDULE. RATING MOUNTING RATING. & RAYING FLOOR/cEluBc Maurvnnc GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (P'a1') (P'O'1') FLOOR/CEIUNG MOUNTING (P.�I•) OR (+OR-) .__- __ __._. (a OR-) _____ _._„__,__-_ (r DR-) Fi00R/wALL MOUrtnNG DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. L+ (nj I i-(n)" i s (n)- L-(n) L+ (RJ L-(1t) L+ (ft) L-(ft) MAXIMUM SHUTTER SPAN "L+"OR"L-"FOR 30 OR LESS, I6'-0" 16'-0 _16'-0' 16'-0' 30 16'-0' 16'-0" 30 ".-a" 16•-0.' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE _.--- _-. __ _.._...._ 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+"AND "L-" 35 14'-10' 14'-10" 3516'-70" 40 13 la" 13'-10" 14'-2" 15'-2• _ _40 _ 13_7_0 _13'-10"_ 40 14_-__2 15-_2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13_'-4' 14'-3'_ 'r HV CORNER CENTERMATE ®3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5"_ _12'-B" 13'-_7" 50 ___12'-5"_—_12'-5' S0 12=_3'_ 13•-- MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11--lo" 11 10 12 1 12'-11" 5� 11 10 it'-10" 55 11 1' 11-11' SHALL BE AS INDICATED ON MANDATORY CONDITION #2 _. ._ _._ .._ "_. 2 ._.._ .. VF1J POSITIVE A.S.D. DESIGN PRESSURE NOTE/J5, SHEET 5. FOR A GI 60 11-4° 11 4" 11 7 � 12'-4• 60 11 4" 11'-4' _60_ 10 2' 10'-11" RATING: . _ ._.. ... .. __. .. .. DETERMINE: 65 1. 10` 10 10" 11 1 11-11" 65 10 10" 10 10 65 9-5" 10-1' .. _._. _._ ._._.._.. ........... .,-__...._... ._-_.. _. ............ t+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6° 6" - -5' 70 10'-6• 10-6" 70 B'-9" 9-4" L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING t0 1' 10 1 10 M1�� 10'-1' 75 - 8•-9" 'I'f'EXCEPT THAT MAXIMUM SHUTTER SPAN "L+"OR INSTALLATIONS. 9 10" 9 10 10 '-0 10-9 80 910 9•-10" "L-'AND MAXIMUM AS.O. DESING PRESSURE RATING FOR 6-""- 10'-5" --- _ -- --�` '- -- FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-6" 9-9' _ 85 9•-6" 9'-6' INSTALLATIONS INTO(bNCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9 3 9 5 10'-1 _ 90 9 3 --9 3" SHALL BE LIMITED AS FOLLOWS: DETERMINE: -- _-- 1- CONNECTIONS TO KEYSTONE MOUNTING 95 9'-0" 8 9 9 2 9-10 95 9 ,) 8 9 Li-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. --- - --- -- - LIMITED TO +64,-72 p.s.f. AND 8'-0• SPAN, SEE L2-= MAX, SPAN FOR FLOOR CEILING MOUNTING 100 B'-9" 8 4 9 0 9'-7 100 8 9 8'-4" MOUNTING MOON SHEET 7. INSTALLATIONS. / 105 8'-7" 17'-11" ._a'-s" s'-a" .._.. 105 8'-7- 7'-11' - -- _.._ ___..-.. __..._......_.__ 110 8'-4" 7'-7" 6'-7" 9'-2" 110 8'-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2" 7 3' 8 4 d-11" 8 2 7 3` MINIMUM BETWEEN "L7+', "L2+", "Lt-"AND °L2-" - - 115-- — SEPARATION TO GLASS SCHEDULE 120 8'-0" 6-11" I3'-2 e'-s 120 a-0' -- -6-11'--- 125 7'-10" 6' 8'-0" 8'-5' 125 7'-10" 6'-8" AL W TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ..-._-_. .___ _ .-.__- - ____.. .._..___ ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8" 6'-5" 7'-10" B'-1' 130. 7'-8• s'-5" MINIMUM PRESSURE RATING 10 DETERMINE MAXIMUM ANCHOR _-- ___--__-___ __ WIND ZONE SPACING. 135 7-7" 6•-z• 7'-6" i•-s" 13s 7•-7" 6'-z" 140 7'-5" 5'71," 7,-7" 7:_fi. --140 --�._5. -s=;;' ASTM E-1996 SEPARATION 145 7'-3" 5'-9'_ 7'-5" -_'7r_3:r 145 ._. 7'-3' .5'-9" TO GLASS 150 7'-2" 5•-7" 7'-4" 7'-0' 150 _ 7'-2" 155 7'-0" r �s s T z s=s lss 7 D 5 s - 1 THRU 3 160 6'-11' l 5 2 7' 1 6-7 _ 160 _6 11 165 6'-10" `I 5 1 T O 6-4 165 s 10 51 170 W-9" 4 1I 6'-11 6-2 170 _ -fi 9_ ---4 11 175 6'-7" 4 9 -6' 9 6'-0- -- 175 6 7 4 9 18 6'-6" 4 8 6' d 5_,D 18 6 6_ 4 B L1 ) H V B LAD E 185 fi'75' 4 6 -6' 7 5'-B 185 6 5 4 6 190 6'-4" 4'-5" 6'-6" 5'-6" 190 6'-4" .. .. ........... ..__..____ - ...,..._.,..___. 195 6'-3" 4'-3" 6'-5' S'-5" 195 200 6'-2" 4'-2" fi'-4" 205 6'-1" 4'-1" 6'-3" -1 zos s'-1° a' l" FLORIDA BUILDING CODE Hon High Velocity Hurricane Zane ml 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM tlil{I IW�4/// '��c Ns '� Accordion Shutter System _ �L E C ® i.a. ® m � ® H.V. BLADE#1 W/OR'Al H.V. WINDOW MADE N0.n 1�-- '_ ' TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EY,N DESCRIPTION DATE DRAWN BY:MWW✓L.G. Association, Inc. 1 OLD 17-107 7/2/202 DATE: 7/2/2o20 8355 N.W.38U,.St.,Ste.303,MRGIMA GARDENS,ILORIDA 3318t "a• STAI`OF a; Phone:(305)871-1530.Far:(305)871-1531 4268 Weslroods Drive 2 DRAWING No 9'• k R-mOII:UIt°=°o°cl.cum West Palm Beach; FL 33407 3 20—�64 O<' Az011DQ �� oA-0006719 a %, (CS '•... ...••�;�•` WALTER A TILI.IT Jr.P.E. ��'''•/,S/�N 1k,��LdiL/SIGNATURE/DATE FLORIDA u�.y aals7 6 SHEET OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDUL FOR A GIVEN MAX, SHUMR SPAN, A.S.D. DESIGN NEGATIVE PRESSURE RA71N AND A CORRESPONDING MOUNTING TYPE FOR CONCR OR ONGR ANCHORS SPACING FEND POURED CONCRETE SEE MOUMINUS&&c,D AND F ON SHEET 6) POURED CONCRETE/CONCRETE BLOCK TAPCON OR w ImuO (A)WALL HEADER MOUNTING (A)WALL HEADER MOUNTING ®WALL HEADER MOUNTING D WALL SILL AtDUMING (D)WALL SILL�OUN➢NG `C)&( WALL HEADER/SILL TAPCON WITH ADVANCED SPAN W/ 1 - W/Qh W/ .y W/ 4) MOUNTING THREADFORM TECHNOLOGY (n) A.S.D.DESIGN NEGATIVE PRESSURE RATNG,(pil;ASA•DESIGN NEGATIVE PRESSURE RATING _I A.S.D.DESIGN NEGATIVE PRESSURE RATIhY(jul A39.OESIGri NEGAIN£PRESSURE RABNO (A50..DESIGN,NEGIINE PRESSURE RhiWG(pel A.S.D.DESIGN NEGATIVE PRLS9IRE RATNG - ALL POINTS SOLID-SET 30.40 1 60 75 190 1201160 205 J0 40 1 60 75 1 80�120 160 2D5 JO a0 60 75 90 120 1801205 30 40 60 75 90 120j 160 205 JO 40 60 75 90 120 I60 205 30 40 1 80 75 1 90 12011601265 -"- --"-'-'- -- 14 12 10 9 e B TAP 6 8 14 12 10 9 8 B 8 8 14 12 10 9 8 8 6 6 14 12 10� 9 8 8 8 - 14 12 10 9 B 8 6 5.5 e e B e B 0 7 5.5 14_+12 10 9 8_ 8 6 6 14 _12 10 9 0 8 fi 6 14 12 10 B B B_ _8 6 14 12 10 9 6 8_ 6 6 14 12 10 _9_ B B 8 _B B 8 B e -e B _-_e'_ I3 �-RAPPER+ ._. __ _ .._____. _ ____... _._.._ _ __ .__ ._ DR LES' 14 12 I10 9 B e 6 8 14 12 1D 9 8 8 6 8 14 12 10 9 .8 8 6 6 14 12 1D 9 B B B 3 14 12 10 9 8 e 8 8 6 8 B B 8 B B 85 _ 14 12 10 9 8 8 8 6 14 12 ID 9 8 6 6 �6 -14 12 10 B 8 8 B 6 14 12 10 9 B B 6 - 14 12 16 9 8 9 6 �6 0-.8 a--9 -B '11-'a -i 14 12 10_ 9 e e fi 14 14 12 10 9 8 0 6 6 14 12 10 9 8 B_ e 8 14 72 10 B 0 7 - - 14 12 10 B 8 7 5.5 8 8 8 8 B 7 1"5,51 4 14 12 10 9 8 8 6 14 14 12 10 9 B B 88 14 12 10 9 8 8 6 6 14 12 10 B 8 8 5.5 - 14 12 10 8 B_ B 8 6 8 8 8 8 8 8 8 0 4-0" - ___ ._. ... _..._ 74 12 1D 9 8 B 4.5 - 14 12 10 9 8 B e 4 14 12 10 9 8 B 6 6 1f 12 1D B B 8 - - 14 12 10 B 8 B 8 - 8 0 e '8 8 B B.5_-5 14 12 10 S B 8 6 4 14 12 f0 9 8 B 8 6 ib 121 9 B B 8 8 14 Ti- 10 9 8 6 - - 14 12 10 B 8 B B - B 8 8 B �B 8 �7 5.6 14 12 10 9 B B 45 14 12 10 9 8 B 8 35 1 2 10 9 e e 1 I 4 1 6 6 14 12 10 0 75 1{ 12 10 9 �75 55 e 8 e 8 7.6 85 4 3 * SE 5•-O" 1a 1,z lD 9 e"e" as 1T 1z 10 s e e s J5 to t2 10 B e a 5 e 14 t2 10 B B i 14 12 io a B 6: 6 fi e e e e e e E ANCHOR 14 112;10 9 B 5.5 14 12 f0 9 8 0 4.5 14 12 10 9 e. 8 6 5 14 12 10 9 e S _1.14 12 10_ 9 8 7 6 B B _0 B 7 5 4 SPECIFICATIONS _._ 14 112 110 B 8 6 7 4 14 12 10 9 -B B 6 35 14 12 10 9 B 8 6 6 14 12 10 9 6 - 14 12 10 9 B 7S - - B 8' 8 8 �B 75 5.5 {` ON SHEET 13 14 I12 110 1 9 0 5.51 3 I 14 12 10 9.1_e B 4.5 14 12 f L0 9 _e B 6 fi 14 12 2.5 75 4 14 12 9.6 7.5 65 3S B 8 8 7.5 6.5 45 35 - 6•-0" 14 1 12 110 9 8 5.5� 14 12 10 9 0 B 45 14 12 110 9 8 B 8 6 74 12 10 8 8 4 14 12 10 9 8 B 4 B _8 8 8 B B 8 7.5____.__ 16 12 10 9 8 1 3 14 12 10 9 8 6 - 14 12 10 9 B B 5.5 3.5 14 12 10 9 45 14 12 16 9 I75 4 - B B 8 B_ 7.5 55 4 3 ____ _ 14 72 110 19 8 5 12 f0 B 8 0 4 - 14 12�10 9 8 B B 55 14 12 10 9 5 - - - 1♦ 12 10 9 B 4.5 - - 8 B 8 0 �B 6 4.5 - 14 _-_ 14 I12 1D 9 8 4 - 14 12 10 9 6 63�1 14 i12 10 98 B 8 14 12 10 9 8 _I 14 12 10 8 8 7 -i 8 8 e 8 0 B 75 6 7,_0" 14 12 10 B 45 -I 14 12 10 9 B 4 - 14 i 12 10 9 8 7 4 14 12 10 55 _ 14 12 10 B 85 - B B 8 B B.5 S 35 _ 14 12 10 9 75 J75 14 i7 10 9 B 8 14 12 10 9 B B6 - 14 12 10 8 14 12 10 85 7 - B 8 B B 7 5 4 14 112 10 9 55 3 14 12 10 B 8 45 14 12 1D 9 B B 14 11 7 14 11 7 55 3S - 8 _8 1 7 55 4a 35 - 14 i 12 10 B 65�, 14 12 10 9 8 45 14 12 10 B a 8 1- 14 12 10 7 4 14 12 10 8 75 7 ..4. 8-O" t4 i 12I{10 55 3 - I ia' t2 10 9 a - ,4-_12 ID B� a"5.5 14 12 8.5 3 "1I _ is 12 B 5 8_a`e- i 5.5 4 3 -_ O BLADE SEE MITAONNS OF HEET U59 FOR 14 12 10 9 5 - - 14 12 1 10 9 9 4 - - 14 12 10 B B B - - 11 12 9,5 - -r- - 14 12 9.5 7.5 4S - e B B 7.5 6 4.5 1A 14 12 1 10 6.5 14.5 - 14 12 1.19-,9_7.5 _ - 14 12 10 9 18 - - - 13 9.5 4 - - - - 13 9.5 6.5 F. - - - - 8 I 8 6.5 5 4 1 3 - - 14112I10 8.5 4 - f 14 12 10 9 75f_ = 14 12 10 918 - - - ib 12 10 5 - - - 14 12 10 9 65 - - �_8 8 B 8I6S 6_ 3-. _ _ 14 112 0.5 4.4 - - � la 12 t0 9 4,5 - - 14�12 10 9 7.5 - 14 11 5 4.5 - - - 14 11.5 75 6 - -6 8 7.5 fi 5 4 - 14,12 10 e 4 - - - 14 12 10 9 7 - - - 14 12 t0 9 0 - - - 14 12 5 - 1- 14 12 8 8.5 - - 98 B B.5 5.5 4 - - 14 112 19.51 5 35 - 14 12 10 a 155 14 12 10 9 B { 15 B.5 115 85 55 - 1 B B 5.5 45 3.5 - 12 10 12 9 10•-0" 14 I12�5.5 3 35.1.-�,,.. �_ 14 12 10 9 !5 14 12 -14 12 10� B g�'j- ^-- 14 --.3_ - - =­1 1 I 14 1025 '7 35�6 _ I .- - -8.._B 7.5 B 5 SS 45 _-_ 14 12 9 4.5 3 - 1- - 14 11 - i4 11 7.5 - 14 14 112 7 1 - 14 12 10 1- 14 12 io 1 - II`- OS 8 - - - 1057 e 5 - - - 8 1 8 5 4 J.5 - 4 4, 14 12 11•-0" 141112...� i +' 14.. 12 .10� -.. 14 _12�10 - I _�_I_ 3S B0 .5 - 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Y- > H v. eI ADE#1 w/aR w/o Kv 1MNDOW BLADE N0.441 7 _ American Shutter Systems stems TILLIT TESTING & ENGINEERING COMPANY EV.Nc DESCRIPTION DATE DRAWN BY: M.P B355 N.W.36tn.St.,Ste.305.MRGMIA GARDENS,F ORIDA WIV Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 o'• STATE Phone:(305)871-1530.Fo,l:(305)871-1531 4268 Westroads Drive 2 �y90�,. c(URI '\4a a-mall:ulte.omool.00m West Palm Beach, FL 33407 3 DRAWING No •` CA-0006719 WPLT 2�- 64 CC �t ER A.TILUT Jr.P.E. 4 ��.'`�SEAL/SIGNATURE/DATE noRIDA uo.g 44167 a SHE OF 20 MMIMUM ANCHOR* S ING (iRY-�-� FOR A GIVEN MAX, SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNnNG TYPE FOR CONCRETE OR CONCRETE BLOCK I cF 1LA7M (SEE MOUNTINGS E.C.&H ON SHEErs e&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONIM&WGVNpiETE BOCK CONCRETE TO EXISTING POURED CONCRETE:(Min.PC-3 kn1) MAXIMUM E@WALL 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.(Min.Vc 3 ksl) SPAN .. ANCHORS SPACING LEGEND - /4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY�ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min. F0-3 ksi) (n) +W.DESIGN NEGIINE PRESSURE DATING{pot)iSA DESIGN NEGATIVE PRESSURE NATPIc�) SA.DESIGN NEGATIVE PRESSURE,RATING Re - /4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Mtn.rc-2 kai) 30 40 60 75 90 120 1B0 205 30 40 6D 7 90 120 160 205 JO 4O 6D 75 90 120 160 20 T'APCON OR 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY _ _ THRPCON WITH ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC.(Min.f'c-3 kM) 14 12 10 B B I B 8 3.5 14 12 t0 9 B 8 6 6 14 12 10 9 8 B 6 6 3'-0 14 12 10 9 0 i B 6 8 14 72 10 B 0 0 fi fi 14 12 10 9 B_ 8 6 6' -- OR LE65 14 12 -10 B 8-_i-B 6 _B _14 12 10_l_g B_ B _8 8 14 12 10 _B 8 _e 6 6 ALL POINTS SOLID-SET NOTES: _ 14 12 10 f1 8 I B 8�7 14 i2 10 e B 8 6 a 14 12 10 B 8 8 6 6 _ BLUE TAP W/CAP A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 1D 9 e 7 5:5 3.5 14 12 10 B e B e s 14 _12 10 B e e 6 5 TAPPER+ ANCHORS IS t 3/a',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. f4_ 12 10 B 8 _5-_-8--6_ 14 12 10 -9_.a 8__B__���6 14 _12 10 �9�� _B _B 6 5.5 4-0' 14 12 10 9' 8 a 6 _4 14 _12 10 _8 8 -e _6_4.5 14 _i2 f0 _B__0 6 4 3.5 A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'Nl POINTS SOLID-SET ANCHORS SHALL BE 7/B'INTO THE POURED CONCRETE NO EMBEDMENT 14 12 to y 8 B 6 4,6 14 12 f0 9 8 8- 8 1i.5 14 12 10 a Ei- 5 a 4S INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND •SEE UMJ(A110N5 OF USE FOR 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 75 5.5 35 14 12 10 9 AIR- 6 5 72 10 9_ B 7 `i5 4 BIFDE 1(JR ONSNEET 1914 12 10 9 8, 8 6 6 I4 12 10' 9 5 B 6 66 14 12 10 9 9 B 6 IS0 - - A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 to B 8 7 d 14 12 10 9 8 65 9 35 14 12 10 8-65 5 3.5 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12� 1D 4 B >5 43 14 �2 16 9 6 -'B 6 4.5jj4�j 14-i2 16' 9 B 8 4.5 J.75 NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL.STUDS CONSULT THIS ENGINEER.FOR 14 112(9S 7S 6_S 4- - - 14 12 10 9 8 _7.5 SS 4 14 12 _10 g B 6 iA 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6-0' 14 12 l0 9 e 8 6 - 14 12 10�9 0 B_ B_ b ib 12 109 8�BS 5 JS 14 I12�10 I B 7S 5.5 3 _ 14 1E 10 &5 7 5.5 4- 3 14 72- 8 5.5 SS 4 J (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) _ 14 112 10' B e 6 - 14 12 16 8 8 6.5 5 3.75 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,A5 MANUFACTURED BY I.T.W.BUIIDEX. 14 12 a 8.5 5.5 13 - 14 12 10 9 e _6.5.4.5 3.5 74 12 10 e 7 5 3.6 3 - 1/4'0 x 3/4'ALL POINTS SOUD-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 12 la g -e e - - 14 12 f0 9- e 7 5 -4 14 12 10 B 7.5 5.5 Y4 J - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED ETl'FLORIDA FASTENERS DIRECT,INC. ' - - - "-- -'-` -`'--"" = --RmA - -`---= 1 4 0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC..AND DISTRIBUTED BY A11 POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 14 12 10 a 6.6 4 - - 14 12 8 7.5 B 4.5 3.5 14 10S 7 5.` 4.5 3.5 - / '- ""'_"."`` '""""-'"--'"`-'_--'-'- -- -- OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 8.5 7 4 14 12 10 9 75 5.5 4 14 12 9 7 7.5 45 14 11 7 5.5 4.5 14 11 f0 9 75 55 4 - 74 12 9 7 6 45 3 NOTES: 14 12 10 B 8 65 14 12 10 9 8 8 4 14 12 10 B 651 5 35 B'-0 - -- B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON 14 12 B 5 7 5.5 _3 _ _ 14 12 8 6S S 5 9_ 3 _12S 9S 6 5 ♦ 3 __ - WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS IS 1. 14 1Y 95 75(6 74 12 9.5 8 �86 B 14 72 0 5"65 `.. 13 19.5 6.5 5 3.5 - _ 14 12 10 _8_i 6.5 5 = _ 14 12 B_6.5_5_ 4 _`_ B.2)MINIMUM EMBEDMENT OF 1 4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO 14 12 10 9 8 - - 14 12 io g 1.6 a.5 __14 12 85 7 55 4 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 9_p 14 411.5 7.5 8 4 - _ -__ 14�11 7 5.5 S _3.5 _ 11 B 5 5 k!i 3 5 _ EXIST,AND 1-MINIMUM FOR WALLS WITH NO STUCCO. _ 14;12 B 6.5 4.5 - 14 U 8.5 7 5S 4 - 14 105 7 5.5 8 45 11.5 8.5 55 4 - 14 12 F. 7 6 4.5 _ _ 14 11 7 55 4 SS - , I- I .. _ __ B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 1 ''-0- 14'12 70 9 7.5 14 12 10 6 65 5 14 412 8 6 5 4 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES:ANCHORAGE SHALL BE AS INDICATED ON 14 110.5 7 5 3S 13 9.5 55. 5 4_ 3, t0 7S 4 3 _ ,,,_ NOTES B.1) &B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. _ 14,11 I7.5 5.5 - - - 14 11S 8 6 5 4 - 2.69.6 6 5 4 4 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. ],1112 8S - ,- I- I`- - 14 12 8 6.5 5.5 4 _-__13 10 6.5 5 4 S__-_!10 B 7 6 1'.5 - - 14 i0.5 .S (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. - 12 9 6 4.5 4 3 -_ '-i_ 1410.51"_---- -' -_'' ' 513.75 -_--_ 0 SEE SCHEDULE BELOW FOR EDGE DISTANCE E.D. VERSUS SPACING RELATIONSHIP FOR ANCHORS. 10 7 7 5.5 4.5 - 1.5&5 5.5 4.5 J.75 - ) 9.5IIy 7 '4.5 - I- - .-„(_ 14 1UEi 7.5 j_Fi 5 - - [12 B 12'-0" 74_I 12 O14 121 6_B5 S.5_- 3�1U 85 9 4 _ 19�ANCHOR5:114.5 - I- - - 11 8 5.5 4 75 -, 8 4 3� - _ _ __ MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING J.5 9.5 6 - I- - - 1S 9.5 5.5 5 4 ).5 8 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 �6.5 - - 14 f05 7 55 4S1 71 B6 5 4.5 S6 = REDUCED SPACING OBTNNED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 1 a 1211 5 i 9.-6 s 1 _.- .. 12 9 s -as a _-- FACTOR 10.5 B - I I-- 10 75 5 4 J _ -7.5 55 4 3 - ACTUAL- CON WITH ADVANCE 2.5'6.5 - I- -1 -1 9 5-45 4 - - B.5 7 5 -4 - - - EDGE TAPCON EADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP TAPPER + TAP D 0 I 6 - 13 95 65 5 _ _ 10.5 75 5 4 - �,ADE DICTANCE TMRMIN.SPACING fa 112 - I - - -14 105 7-55 - 17 85 55 4.5 - E.D. MIN.SPACING-3' MIN.SPACING-3" MIN.SPACING-3 1/2' MIN.SPACING-3" 3 3/4' 4- OR 9 7 4.5 3.5 - - 7 S 35 D _ 1 HV DE POURED CONCRETE& POURED CONCRETE taN✓LTtTE�� POURED CONCRETE& POURED CONCRETE&POURED OOMOEIE oaNuaTE Blanc 11 8 5.5 4.5�- - - - B 8S 4.5 _ - - - - (tA HV WINDOW CONCRETE BK Elk LOCK y '31/2' AQL ED.=21/2' CONCRETE LgIy ED.e3 IBLOCK CONCRETEMN0.B3'CK 0,M-31/Y MN E4.21/2' 7.5 - - - 12 8 fi - - 9.5 7 4S - - 10.5 B 5 - = BLADE WORKING 3• 10 oso 10 o7B 10 0e4 10 15'-O' 141- - { - I 1J5 10 55 - _ _ - _ .... ._.... .. _ _____ _ _ .._ g _ _ 1._... _ ._ .e 5 6s 4 _ __ ____- 2 1/2' _ - 0.81 1.0- 0 67 _ ._ O____ _ 6.9 5 3 - IN UNISON ♦ _ _.. 10 - - I- - 10.5.55 - 8.9 6 4 2- 0.71_ 0.51 - 7 - - IS 85 55 1.185 46 __ .. 1-3�4 _ ._.. - ...._ 091 14 - I- I- I....12 6 B 5.6-_. .. !-a 7 5 5 16--0-_I _ e B 4..._ _ 8�45 J _... _= 1 O.JS _ 0.35 1 2" 9.5 - 95 7 5 - - - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Lane ��i1t11111 ���Y' 02020 TLTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM EA i sF ' �� 1 E 0 I N C q a Accordion Shutter System No.44 67 = American shutter Systems Hv. eLaoE � w/oR w/a Hv WINDOW EaanE TIL.LIT TESTING & ENGINEERING COMPANY y Ev.N DESCRIPTION DATE DRAWN BY: M.P /.�:••'' Association Inc. 1 OLD 17-107 7 Z 2a2 DATE: 7 z 2020 A' STATE F �Qt 8355 N.W.36N. 5)61°.JU3•NRCINM CNt0EN5.Fl.ORICA 3316t 1 / // •. Phan.:(305)871-15J0.Fax:(JOS)671-15JI 4268 Westroods Drive 2 DRAWING Na IzoRIP '-`�� °-n°°'uI1°°°®°m'`°m West Palm Beach, FL 33407 3 -,,�S•.•• \. CA-0006719 4 20-1 64 S�ONA1{�L0?`�``EAL/SIGNATURE/DATE WF.RIDA u#44166E 5 SHEET 6 13 OF 20 MAXIMUM ANCHOR! SPADING (ja SCHEDULE FOR A GWN MAX, SHUTTER SPAN. A S D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUh NG 1YP FOR CONCRETE OR CONCR BLOCK Ihsr 1 I ATION SEE MOUNTINGS 1,J.K At L ON SHEET 7) POURED POURED_CON' CONCRETE BLOCK WOOMUN TlwA1x OYEH ri (I1 TRENCH Oj RAINCUARD MOUNTING QK WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING Q MOUNTING G TAPCON OR IN) A.S.D.DE51GN NEGATIVE PRESSURE AA1WG(pd ASD rAl7VE PRD3URE RAZING(psf ASD 06TR1 N611NE Pl�SIRE RATING( A6A.D6GN NEGATIVE PRSSIIRE RATING(MI TAPCON WITH ADVANCED 30 14D 60 1 75190112011061265-3fl 401 60 75 1 96 120 160 205 30I 40 80 75 90 120-1-661 2D5 30 40 f 60 75 90 1 120 160 205 ORM TECHNOLOGY 14 12 10 9 8 8 6 6 12 12 12 12 12 1.5 8.5 6.5 7 7 7 7 7 7 7 9.5 3 5 3 5 5 5 F§E 5 -- -" 3 0 14 12 1D B 8 8 �6_ 6 12 12 12 12 12 11 9S 7 7 7 7 7 7 7 7 7 b 6 5 5 5 5 s POINTS SOLID-SET - -- ALL P ID SET ?R LESS 14 12 10 9_ 8 8 B 6 12 I12 12 12 0.5 6 6 4.3 7 7 7 7 7 7 7 6S 5 5 5 5 5� 5 5BLUE TAPI4 12 10 9 e B 6 6 12 12 13 12 12IO 7.5 6 7 7 7 7 7 7 7 7' 5 5 5 5 5 5 5 TAPPER+ 14 12 10 B B 0 6 6 12 12 12 12 15 8.5 BS 5 7 7 7 7 7 7 5.6 4 5 5 5 5 5 5 5 4 4,-0• 14 12 10 BB B 6 6 12 12 12 12 1Y B.5 7 55 7 7 7 7 7 7 7 7 5 5 5 5 5 $ 5 5 14 12 10 9 8 B 6 6 12 12 12 85 e 8 4S J5 7 7 7 7 7 7 6.5 5 5 6 5 5 5 5 5 '5 14 112 10 9 8 8 6 8 12 12 12 12 10 7.5 K 4 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 10 9 B 8 8 6 12 12 12 11 e 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 5 5 3 4 3 5 0 14 12 10 B B 6 6 9 12 12 12 12 10 7.5 55 4 7. 7 7 7 7 7 7 7 5 55 5 6 5s 5" 14 12 10 9 11 6 6 5 12 12 9S 7$ .e 4S 35 7 7 7�1t 7 7 7 5 35 6 5 1 5 5' S 5 5 4 14 12 10 IV El 8 6 6 12 12 12 B S B 6 45 7 7 7 1 7 7 7 5.5 4 S 5 S 5 6 5 5 -4 * SEE ANCHOR 14 112 10 9 B 18 B B 12 12 11.5 9 75 5.6 4 3 7 7 7 7 7 45 3.5 5 5 6 5 6 45 S5 - SPECIFICATIONS 6 0 1{lit 16 9 9 8 6 6 12 12 12 10 6 _G as 35 -7 7 7 7 7 7 7 7 s 5 5 s 5 5 s 5 ON SHEET 13 14 12 10 9 6 6 6 6 Ti-12 6 B 5 4 3 7 7 7 7 7 5.5 4 5 5 5 S 5 $ 4 3__.- _ _ . _-_ - __.-... ____ _ -. .__._.__ ..__._._._-__._ 14 12 10 B 8 8 6 6 12 12 TD 6 B.5 9 .75 - 7 7 7 7 7 B 4.5 - 5 5 5 5 5 - 14 12 110 .9_ B B B 6 12 12 0 8.3 5 J.5 - 7 7 76S15.8 4 - S 5S {._7'-0- 110 9 8 8 6 6 12_12 1265 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 S4 12 10 9 8 8 ,6 fi 1P 10�!R_ s _5 4.5 3 - 7 7 7 7 6.6 5 ] - 5 5 5 5 5 5 u ix tog e e 8 6 12 tz 93 s5 a - - 7 7 7 i 7 s -s' s s s 6 s i - AL1D ONLY FOR UP TO + -7 14 12 19 9 B 0 6 - 12 12 B.5 7 7 7 7 55 5 3 5 5 5 5 45 3S _ _ 14 12 10 9 6 6 6 - 12 12 10.5 7S 6 4.5 3.5 7 7 7 7 7 7 7 4 5� 5 5 5 5 5 5 s 8 0 .- -- -- -�_- - - --..-.-- __ --. -- RATINGS&L FOR I SPANSE PER RE 5 14 12 10 9 5 B_ 6 -_ 12 9 e 45 4 3 - 7 7 7 7 ss i - - s 5 s s s a 1 SCHEDULE /�3, SHEET 11 _ 14 12 10 111 8 0 6 12 11 7.5 6 5 .75 - I- 7 7 7 73 8 4S - 5 5 5 5 5 4.5 - n 14 12 10 9 6 _B_ - - 12'11.5 7.5 6 5 3.5 - _7_ 7_6.5 5 4 - 5 5 _5 _5 1,41 3 -_.. ._ ___ _ __--_.._._.___.-_._ _ G_____ _._ 14 12 1D 9 B B_ - 72 12 9.S 6.3 S.5 4 J 7-'7 7 7 7 7 6 ] 5 3 6 55 I'35 5 g•_O. __._ __. .__. __._. _ __-.-____._......_________-._..__ 14 12 1D 9 I B - - 0.5 B 5 4 J5 _ 7 7 7_ 8 5 _3.5 - 5' 5 S 5- 5 I4 3 - ...__..._. _ _ _ .__.____ ._ ._ .... ._ __.. 14 12 10 9 B 6 I- - 12 10 6.5 5 45 - 7 7 7 6S 5.5 - - - 5 5 5 5 5 4 - - 14 12 i10 9 0 9 - 12 O5'7 % 45 3.5 7 7 55 4.5 35 - - 5 5 5 4S . - 10'-0"14. 12 10 9 B B - - 72 11 I8.5 e 5 3.5 7 7 7 7 7 7 45 5 $ 5 $ 14 12 S 10 9 8 B _ - 9.5 7 4.5 3.5 3 - - - 7 7 7 6.5 4.5 - - - _5_ 5 6_ 5 4.6 3.5 - - _14 12 10 9 8 B ._-..12 .B _e_-,5_.._4 _ _ _ 7 7 7 6 5 _ 4S.-6-,. 14.1 12 I to�9 It e - 12 B S 8 5 4 J I- 7 7 5 4 3 - 5 S 15 4 J.5 - 14 12 10 9 B B 12 10 7 55 45 3S 7 7 7 7 7 7 J.5 5 5 5 S 5 5 5 4_ ,-0. 14 12 10 9 5 8 - 11 8 . JS 3 - _ _7 7 6 5 4 _ S 5 1 5 6 4 J - H V BLADE ONLY 14 12 10 i 9 IB 0 - 11 8 5.S 4 - 7 7 7 S.5 4S - I 5 5 $ 5 4.5 - - 14 12 10 9 18 15 85 SS I45 15 - _ 7 7 5 J_,S - S _5 4S JS J - 12,-0" 14 12 10 B 12 85 BSI{IL5 4 3 7 7 7 7 7 6 J 5_ 5 5 5 5 5 45 3.5 14 12 10 9 B e 6 4 3 7 7 55 4S JS - 5_ S 5 4.5 4 3 - 14 12110 9 B - - - 10 7.5 'S 4 - - - --- 7 7 6 5 - - - - 5 5 5 5 4 - - 14 12 10 9 8 OS 8 5 L.J5 i 7 B.5 45 3.5 S 3 45 J$ 3 I - 14 12 10 9 B 15 BS 6 45 3.5 3 7 7 7 7 7 45 5 5 5 5 3 5 45 J.5 13 0 14112 10 9 5 7 55 3.5 3 1- I 7 7 5 4 3 5 5 5 4- J 14 12 10 9 B - I- - 9 7 4.5 .75 1- 7 7 SS 4.5 - 5 5 5 4.5 4 - (- 14 12 10 9 - - 10 7.5 15 4 3 1- I- T 7 6 1 4 3 - - 5 5 4 3 - - - _ -. ._ 14'-0" I4 12 10 9 I.- 77 7 4 - _ 3 5 5 5 I5 -5 4 ]- -- 14 12 16 9 - - 85 5 3 - 7 7 5 J.5 - - 5 5 5 4 - - -._ _ _- _ _. _ .. _ _ _.._ 14 12 10 9 - 8.5 IS!4 -��- 7 7 5 s - - 5 15 5 �4 - 14 12 iD - 9 7 4.s IJ 3 - - - 7 5.5 J.5 - - .-__-._-_ ll 15'-0"14__12 10 - 10 7 5 5-(4 3 - 7 _7 7 7 7 3.5 5 5 5 5 5_ 5 4 J 14 12 10 - - B 45 J ` - - - 7 7 4.5 IjrJ S5 45 35 - 11 1Y 6- 6''4'1_ __- - 7 7 5 I- I.- _ - ( .,` ..9 4 14 1x�10 - - BS 65 4 35 7 55 35 - - - 5 S 35 - 16 0 14 12 iD - 9S 7 4.5 33 3 7 7- 7 7 614 2 10 _!J _ 6 5 5 b (5, 451J5 45 _ - 1- 5 5 45 JS - wmm - _ FLORIDA BUILDING CODE Non High Velocity Hurricone Zone, .,1`t�tL1111,1I ''�G4 02D20 TILTECO,INC. ©2020 EASTERN METAL SUPPLY,INC. tC..H . � . BERTHA HVTM N Accordion F ••• ordion Shutter System No.44167� = '�' 1 Pd a '° '� ® ■ H.V. MAIX#1 W/OR W/O H.V.WKM MADE- 55 N American Shutter Systems TESTING & ENGINEERING COMPANY Ev N DESCRIPTION DATE DRAWN A' STATE F 6333 N.W.]fith.9t.,61A.3p5,V GINU GARDENS,FLORIDAFLORIDA3316[ Association, Inc. , OLD 17-107 /2/202 7 DATE: /2/2020 i •, c Phone:(305)871-1530.F°6:(305)871-1531 4268 Westroads Drive 2 CA oou'e®ieI'`°m West Palm Beach, FL 33407 3 D�OING'N° 111 SS'•"•••' •'•'S��`�� WALTER A TILUT Jr.P.E. 4 64 �� NA;A� SEAL/SIGNATURE/DATE FLORIDA Uc. 44167 s SHEET 6 14OF20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (per,) AND CORRESPONDING MAXIMUM ANCHOR SPACING fin) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE AS.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, (SEE MOUNTINGS ON SHEETS 16& 17). :Si3 L-1 B �=->TF;i�ATE SOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH S UT IN No. SPRUCE PINE SPRUCE PINE / 1/Z" MIN. COX 2 TWuA/UU7�MSINFPI�G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MQN. G•-0.50 W/ W/ MIN. G=0.43 W1 MIN. G=0.36 MAIN M SPAN IN) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS M N FLOOR MOUNTINGS M FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS M. N, 0 & R W & X , , 0 & R W & x , N, O & R W & X P & 0 S &V S&V S&V 11 1Lv1 WALK 1111"RUW:(4 M1 WWI RWK RNMW W) Sn.OUI M K KMK KM 04 Sa O NOW NE R_mv¢M_mc Lg tsD 030 MWIVE POW WX 64_sn_DCO II AE KMK M(P n so.DW KWIE R6K wnG(4 sn MO WAN t�Js_RM 1� sa Ism N XM ItmuE_ImN W kSO BW MM Res UM(A 30 40 60 75 90 05 30 I- 60 75 90 OS 30 40 60 75 90 05 30 40 160 75 90 OS 30 40 F60 75 190 105 30 40 60 75 90 It 05 30 140 60 75 90 105 30 40 60 75 190 05 30 140 60,75 90 05 30 40 60 75 90 OS )--O-OR LESS 12 10 1 IIO 9 8 8 6 6 6 6 6 6 12 10 10 9 B 8 6 6 6 6 6 6 12 10 70 9 B 8 6 6 6 fi 6 fi 6 5 4 4 4 3 12 12 12 12 12 12 t 2 12 12 12 12 12 12 12 12 12 12 12 _.. _ _ _. ___ __.__ -__ _ ____ __-_._ __ _ _.. _{ _ 4'- " 12 I`10 10 9 B 8 6 6 6 6 _6 6 12 10 10 9 B 8 6 •fi 6 6 6 fi 72 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 1 1 I 1 12 1 Ti _0 L 2 2 2 2 12 2 2 1 12 12 12 12 12 ._-- __ _..-..__ _ ___._ -.,.. ._. _.Y.._-. _ 5'-0" 12 10 10 9 8 8 6 6 6 6 6 55 12 10 70 9 8 8 6 6 6 6 6 5 12 10 10 9 B 7 6 6 6 6 6 5 fi 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.5 __ _ ___ _ _. ___ . - ...-. -.-_.._ . ._..._-__ 6'-0' 12 10 10 9 8 fi 5_ 6 6 6 6 5.5 4.5 12 10 f0 9T 8 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 8 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 12 10 10 9 6.5 4 6 6 6 5.5 4.5 4 12 10 10 9 5 3 6 8 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 _ 12 Ti-12 12 12 12 12 12 12 12 12 10.'12 12 12 0.5 B.5 7.5 8' 0 12 10 16 7.5 4 5 3 6 _fi 6 5--4 3^5 12 10 10 6T 3.5 6__6_ 5 i_5 3_5 3 12 10 10 4 - - 6 6 5 5 3.5. 3__fi_ 5 .4 - ., 12 12 12 12,12 ,12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 ..... __. ..._ -6 -4-.-5 -1-2 _. _.1"--' ___5 9' 0 12 10 10 5 3.5 - 6 8 ,5 5 5 3_5 3 12 L__I _^ 8 8 4.5 4 3 3 12 10 4 3 - 6 8 4 5 4 3 3 6. 5 3 5 _ - 1.2. 12 12 12 12 10 1_12 12 11. 9.5 8.5 12_12 10 8 8.5 5,5 10 O' 12 10 75 4 .. ,6- 6 5 4 3 _- 12 10 e 3 __ ._ 6 6 4 7.5 3 12.10.,3 _„ 6 6 4 9 3 6 5 - 12 12 12 12 11.595 12 12 12 1U''8.575 12 12 9 7 e 5 11 O 72-10 55 ,-_ _-,- „-6_�.6...5 _, - 12 10 4_5 6 5.5 3_5_ 12 10 -_. - .- 8 55 4 6 5 - 12 12 12 12 10 8512 12 12 9.5 8 7 12 12 B 8555 4.5 12 0 12 10 45 = _ -_ 6- 6 4 - 12 10 3.5- 6 5 3.5- - 12 10 6_.5 33 - 6, .5 - 12 12 12 1 9.5 8 72 2 11 85 _ 6 1212 10 6 6 12 10 - 6 45 - 1275 - 6 45 6 4.5 12 12 12 10 8.575 1 12 10 B 1�7 ,5 55 12 O. 7 55 5 4 4 12 10 _6.5 _ 45 12 7-14 0 5 - - 12 7 - - - - 12 9575 12 .565 5- 4 3- I_ 5 - 12 - - - 5- - 6 _ - 72.12 11 9 7.5 5 2 12 8.5 7 6 4 12 9 6 5 4 - 15 O 12 _ 6 L _ _ _ !I 16'-0' 12 - - - - - fi - -I 12 - - - - - 5 - - - 11.5- - 5 - - -. 6 - - I- 112 12 10_8.5 6,5 4 1. 12 8 5.5 5 3 11.58.5 En 4.5 3.5 -- n HV BLADE OR (1) HV BLADE W/ j� HV WINDOW BLADE WORKING IN UNISON® ♦SEE UVIIONS OF USE FOR BADE ILIA ON SWEET 19 -F NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING:-SOUTHERN PINE No.2 W/G-0.55(N.D.S) -1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUIIDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/C-0.43(N.D.S.)EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G--0.36(N.D.S.) -MIN. 1/2•CDX PLYWOOD(19B6 APA) 2.ANCHORS TO HOLLOW CEILING SHALL.BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER Nos 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone, `\\````�Iplllllllll ! 7j 02020 TILTECO,INC, C2020 EASTERN METAL SUPPLY, INC. A:T! /lam% BERTHA HVTM Qom' EN Accordion Shutter System 3: \ ® 1 N c. 0 s Is H.V. RADE#1 W/OR W/O H,V.WINDOW BLADE ND•441 67 American Shutter Systems CV.N DESCRIPTION DATE DRAWN BY: M.P TILLIT* TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD n-1o7 /2/202 DATE: 7/2/2020 �C T BJSS N.W.J6N.St.St,.SOS.MRGMIh GARDENS,FLORIDAJ]18! 4268 Westroods Drive z o. STATE P ' Phone:(305)871-1530.Far:(305)871-1531 DRA me WING No 006719, F e- n:tntee9®eoLeon, West Palm Beach, FL 33407 3 QQ-�64 4 0��..• .... .��\"L� WALTER ACA-OTU R Jr.P.E. 4 'A�'A SS.UN ,1,1 EAL/SIGNATURE/DATE FLORIDA LIe.j)44167 a SH15 F 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & Hill BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(1) ONLY SHALL -WALL FINISH MAX. LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & 1/4'0 TAPCON 0" A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 A_ WORKING IN UNISON TAPCDN WITH ADVANCED THREADFORM TECHNOLOGY 1L -I 1/4"m TAPCON OR W/ 1 1/2"Min.PENETRATION I I._TAPCON WITH ADVANCED THREADFORM TECHNOLOGY C , OF THREADED AREA TO W/ 1 1/2'kiln.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) E MIN SEPARATION 1 OR(1 EXISTING 1V000 HEADER. _ _ ! I I (SEE SCHEDULE ON SHEET 15) ! y TO GLASS(SEE -'� f I 't\ �', J 1/4'C-20x3/4"S.S.MACHINE SCHEDULE ON SHEET I I =.U11\\\,\1\\1 :I-•j ,.�pR�N : • :- �R 1$ SCREWS W/ 1/4'-20 NUTS ��`11 FOR BLADE OAND I ,\ i /� i _ ® I z'o.c. ON SHEET 19 FOR t 11 I-Min.- X \l\ll1\1(l\\ ,� EXISTING BLADES l])&1Ll� i Ir`{ • r I 111I I ..__'- EO EO-. GLASS--0 /I (13) (15) WALL- I� I- �Ih. 1 FINISH I_—OPTIONAL I tlf \ -WALL I. l r o ��_Il%I OR® I EXISTING MIN. J \ _.__ FINISH i�--- -� `T 2%4"WOOD I III i- �� _ _ EXISTING MIN. I I !A o { N \ ) HEADER REQUIRED ..`UGR I 0 `--2"x4'WOOD tRW}J) •- 1 II I I I �. ,.. 0 HEADER REQUIRED IL I I ' 1' tf'0 TAPCON OR TAPCON WITH ADVANCED EXISTING II MIN.SEPARATION I _ \ 4 I {d 1 1 I'I I I -THREADFORM TECHNOLOGY W 1 1 2 I I GIPS$—ry TO GLASS(SEE I `l { { Ilt ! Min.PENETRATION OF THREADED AREA TO N SHEET 19 I GLAS L_: !! 11\1y,{, EXISTING WOOD HEADER. SCHEDULE ON SHEET _ I I MIN.SEPARATION TO GLASS _ I ES 11 FOR BLADE OAND EXISTING II`(SEE SCHEDULE ON SHEET 11 I {' II ON SHEET 19 FOR I I 5-11 ) I 1 { (SEE SCHEDULE ON SHEET 15) ® " 2'x4"CONT.SILL PLATE REO'D. ON HV WALL HEADER INSTALLATION O0 BY—WALL SILL INSTALLATION ®HV ALL HEADER INSTALLATION III �I EXISTING - - - - , - 0 MIN SEPARATION TO GLASS I I III -� IN SEPARATION TO SHEET 1 GLASS I I EXISTING I~-(SEE SCHEDULE ON SHEEP 11)' -`- -�!J �`(EE SCHEDULE ON SHEET 11)-- - -l'J MIN. SEPARATION TO GLASS I I '!1) E%IrTING x 2"x4"CONT--.--��'' �"' GU1SS� ,; GL N5 WOOD pIATE d(SEE SCHEDULE ON SHEET 11) I Icy 0� I 8 I REO'D. '41 o L J I MACHINE1/4"0-2 3 R4'S.S. I I p ICI o� I - 1/4"0-2Ox3/4"S.S. 0 I MACHINE SCREWS I�J I ' MACHINE SCFtEl45 W/ I,: 0 12"1D.C"-20 NUTS WALL J I 1/4"-20 NUTS 0 12 —I _ FINISH W I O.C. OR@ oR(15) "'.'. 2"x4"CONT. 1 V { I W' f— LIEQ WOOD PLATE REO'D. I �y 1•\l 111\t --)I I-EG 1"Min. .,1 .\\ 1`\\1 ..I -'I•ry�" 11 1` 1�.II t ,•\ 1'Min. y �I { 1 1©OR 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" 1 { 1/4"0 TAPCDN OR TA CON WITH ADVANCED j {{lii{ II Iil,,'`.I �_ N9�. •1'�I SILL PLATE �I .1 Min. EN WOOD OHEADER. N OF THREADED AREA TO THREAOFORM TECHNOLOGY W/ 1/2' -La�_�L \ I . 1/4'0 TAPCDN OR I REq' (SEE SCHEDULE ON SHEET IS Min. PENETRATION OF THREADED AREA INTO PLYWOOD 1 TAPCDN WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL 'P I I ) II -; SEE SCHEDULE ON SHEET 15 1/2" IN.CDVU��THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. I WALL FINISH ' ( ) EXISTING MIN.2'x4" t - - .I I PLYWOOD REO'D. W/ 1/2"Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2"MIN.CDX PLYWOOD REO'D. STUDS W 16"O.C.MAX.__,\ WALL PINTS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO REO'D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HY WALL SILL INSTALLATION EXISTING MIN. 2"x4"STUDS® 16"D.C. MAX.REO'D. ATTACHED TO STUDS IN pLYW000 TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2306 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE UM ATIONS OF U OF ©HV WALL SILL IILSTALLATION F.B.C. BLADE�ON SHEET 19 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ��„1\1J11I �t ' 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY,INC. P� ......... BERTHA HVTM y�; ��GENS •.9 /777i—L �' Accordion Shutter System No.441 ---�g—s America Shutter SystemsH.V. BLADE#1 W/OR W/0 KV.WINDOW MADE TILLIT TESTING do ENGINEERING COMPANY t Y REV.N DESCRIPTION DATE DRAWN BY: M.P o'• STATE 0: !,y �� T'W7 N.W.361.St..St..305•VIRGINIA GARDENS,FLORIDA MI6! Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 'Q'•, �Y PAane:(305)871-1530.Fax (305)871-153I 4268 Westroads Drive x c Op1D •.'� West Palm Beach, FL 33407 3 2D-164 _mail:Ulte-CM -m DRAWING No a CA-0006719 `V '••••'••• \C^t\` WALTER A.TILLIT Jr.P.E. 1 °'��,,,S�ONIA�1 Ip� SEAL/SIGNATURE/DATE FLORIDA Lie.p 44167 5 SHEET 6 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 71 0 BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BDXDE C1�ONLY WALL FINISH SHALL BE LIMITED TO 105.0 psf. A S D DESIGN PRESSURE RATING. SEE SHEET 19 FOR—MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & IN WORKING IN UNISON .....1/4"0 N PCONWITH OR _ 1 -_ 2 MIN------1 1 TAPCON WITH ADVANCED WOO (Min.)M EXISTING -'-7- - ( -1 _.I - THREADFORM TECHNOLOGY WOOD BEAM REQUIRED j L ,-EDGE(IF APPLICABLE) W/1 1/2"Min.PENETRATION STRUCTURAL ADEQUACY I _ ' OF THREADED AREA TO 1 4"m-20x3 4' S.S. ;y / ,, I' 1- i / / OF EXISTING W000 BEAM r• 1• PHILLIPS TRUSS HEAD TO BE CERTIFIED BY •' -_P'} EXISTING WOOD HEADER. - n M'n. 1 MACHINE SCREWS REGISTERED ENGINEER OR r - EXISTING (SEE SCHEDULE ON SHEET 15) I W/ 1 4"-20 NUTS ARCHITECT PRIOR TO -ED --EQ 'C -r• 'r WOOD i - / r TRUSSES OR . YU/YdA/ t .i 19 ((-E0-1-EQ-•�- --0 12"O.C. 5HUTTER INSTALLATION. i A 1 �" 1/2 •� -i 1/2 RAFTER W 24• 'I .• ` - O.C.REQUIRED 14-0 TAP ON OR ••1\\\qll l\\ �1-1 ----`'�OR TAPCON WITH ADVANCED -- `�--1 _- -- �i EXISTING SOFFIT I� .257" 7HREAD ftM TECHNOLOGY ,'� I III 3/4•Max.THIN. Max. W/ 1 1/2'Min.PENETRATION _ -- _ 1 I -!I--T OF THREADED AREA TO EO EQ-I #14x3/4" EQ-L EO- ..1'x4'x1/B•CONT.ALUM.TUBE OPTIONAL --"1 EXISTING WOOD HEADER. I; ��•'.' I/ S.M.S. - - .Ir --� 11. (6063-T6 ALLOY)W/ •I I I (SEE SCHEDULE ON SHEEP 15) l i - - --1 1 Or 13 Or )5® 6"O.C. i I III 1I tj Of )3 Or Q EACH RAF LAG SCREWS TO RAFTER OR TRUSS. EXISTING MIN 2"x4" ____ I I M�DWIDTN OFSIXISTING WOOD I EXISTING--I n HEADER REO'D I II( �` i I I� 1 OPEN HOLE AT EACII ) I I ) MEMBER,(2"Min.NOMINAL GLASS ) _ MIN.SEPARATION TO GLASS _ WIDTH) " • (SEE SCHEDULE ON SHEET 11)- "` '- EXISTING STUD TO ACCEPT PENETRATION TH) 2 F T I GLASS-- I ' 1�• 5/16"0 LAG SCREW I I AREA. FOR THREADED AT CENTER OF TUBE. I I I I INSTALLATIONS WITH LOAD( MPL STru+nnON I I iUI, J I MAX.A.S.D.DESIGN LOAD AND I TO t#A55(EEE 11 EXISTING I IwN S6VnAn°N I F I B•-0"MAX.SPAN.THIS SO HV WALL HEADER INSTALLATION ��a14�T I f+Il Guns MADE(DAND56ro®ME a(6�MET I INSTALLATION IS ONLY VALID 1ai�s¢ErtS I I I_ -1Q GR ®♦ -I 11 roR uxE m'Np FOR WOOD W/MIN. SPECIFIC a+S11FZf 1D FGR GRAVITY OF 0.50 AS DOUGLAS (--aeOE_smh®. _I1 6.__Tl. mKESp@ I _ ♦ FIR OR SOUTHERN PINE No.2, 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSCNOLY .._... _.._._ ___ .. _.©_..�._ '.____-_ I- -OOR® Ofl EQUAL 2-MOUNTING SECTIONS CAN BE COMBINED OT HV CEILING INSTALLATION (U.I HV CEILI G IN ITALLATIO IN ANYINOT" WAY TO SUIT ANY INSTALLATION. pp •�. .-•' AxN SEPA44IICN �11 F -�OR _ MIN.SEPARATION TO GLASS I MIN. __ I- _ J11 11 Fui aAE(DAND 11111 I SEPARATION (SEE SCHEDULE ON SHEEP 11) I E%GLS I TO GLASS EXISTING I (� I� ff_ _, /' \ I BU060k 1(7g1 I(SEE SCHEDULE GLASS 0 19 II `'> `lll I I ON SHEET 11) b I I I �I1 I I ALTERNATE.� I IIII�'HHII I I d 9 ,) ANCHOR ...—I I C>- I I \ "1 I LOCATON •-�, _ EXISTING FIN SvAH/ © i TI EX cLAssI _ ALL- Max. A WASHER HEAD TE DECK REOUIREDO 0 2"x6"MIN WOOD e� SCREWS 0 12 o.c NO FINISH1/4_ n K C� 1 DECK REQUIRED(NO _ _ ALLOWED) Wi y, I FINISH ALLOWED) .. -- _EDGE •, CO!EQ- ! -- - -` 1J2"1- -I-- DECK IF - -- ---" -EDGE OF DECK EDGE OF DECKOF o, L I N I IF APPLICABLE _ CO - EO_ 1 - _ .- IF APPLICABLE APPLICABLE 1 4 0-20x3/4"S.S. 1/4"0 TAPCON OR 1•-I _PHILLIPS TRUSS HEAD TAPCON WITH ADVANCED Min' MACHINE SCREWS __---_. M1"CON( _ 1/4"0 TAPCON OR TAPCON WITH ADVANCED _I SILL PLATE I1 THREADFORM TECHNOLOGY W/ " 20 NUTS / I THREADFORM TECHNOLOGY W L REO'D. W/ 1 1/2"Min.PENETRATION 0 12.1/4- O•C• 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM. ._ 2"MIN. PENETRATION OF THREADED / 1 1/2 Min, `2"MIN.-- , +; OF THREADED AREA TO TECHNOLOGY W/ 1 1/2"Min. PENETRATION OF THREADED .. - EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER (SEE ----- (SEE SCHEDULE ON SHEET 15) ♦ SEE LIM7ATIONS OF USE FOR SCHEDULE ON SHEET 15) O HV WALK—OVER INSTAUATION �V HV WALL SILL INSTALLATION BLADE I ON SHEET S OW HV FLOOR INSTA TIO FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, l \� 7A 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. ``\\ �lll CIS u+� REP\ (C i ENs '9� IIERTHA HVTLI ® e w Accordion Shutter System No.441 7( ,� _, American shutter s stems H'V. RAM#1 W/OR w/0 RV I�LADE WNDOW `llC; T TILLIT TESTING & ENGINEERING COMPANY Y CV.No DESCRIPTION DATE DRAWN BY: M.P o'• STATE 0 =5 N.W.36th.SL.Ste.MS,NRGNIA GARDENS,FLORIDA 33161 A$$OCIdtIOfl Inc. I OLD 17-107 1/2/202 GATE: 7/2/2020 Phone;(305)871-1530.Fax:(305)871-1531 4268 Westrocds Drive 2 ''�� '• FLOR10 ������ / e-mcn:tlltecoccol.com West PQIm Beoch FL 33407 s 1i DRAWING No C2-`C? WALTER A TILLIT J 0 1 Br.P.E. 20-164 N , S OAL \` FLORIDA Lie.R 44167 5 SHEET '"F7a�TLT HL1 R` SEAL/SIGNATURE/DATE 6 17 0F 20 • GENERAL I IMRATtONS AND CONOMONS OF USE FOR BERIHA � ® U 135' f 1.MAX.A.S.D.DESIGN PRESSURE RATING:+11D,- 110 p.e.f. _ --_ _ 2.MAX.SHUTTER SPAN:BB" I I 3.ALLOWED MOUNTINGS:A D.G&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M.O,T,U&W ON SHEETS 16&17. 7 1 ' ONLY -E=MATES 21 �,7(BOTH W/F24 OR(1 ARE ALLOWED WITH 21 x , 4 OR 5 (2�ARRAy�ED IN A SYMME�0,OR Op'. NC LA`YO'lA.IN CASE OF OPPOSING �7 ®� CAYOUT,p5)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 0,20 ��,. .� CENTER E. S.(A)FW WINDOW BLADE�SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TYP.EA. END • �• • �' .� 4 '� (3"0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. 44, _ ( ' (8)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 10 MAX. 5 WINDOWS a OF ANY 3"0 HOLE FOR SHALL BE 12'. ALLOWED AT HV I , WINDOW BLADE (C) • FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 19 i • • • • II 'U' 'll. q.! (THROUGHOUT D)HV WINDOWSHURER�S WIDTH. BLADE @ MUST BE USED ALTERNATE TO A SOLID HV BLADED • • I A$ • • • , $ BLADE CE AT E11E-I SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE 1 AY EITHER SIDE OF THEM. (F)POLYCARSONATE HV WINDOW SHALL BE INSTALLED 50 TABS FACE 0 � � A SEE END THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW�iQ1 MUST BE CONNECTION I '♦ • • • • g� = ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, DETAILS ON SHEETS j 1 INC. 10& 18 TYP FULL HEIGHT. Ag R 6,SEE ANCHOR SPACING SCHEDULE FOR INSTALLAMONS INTO WOOD FRAME � gg� BUILDINGS ON SHEET 15.AS UNITED BY SPAN AND DESIGN LOAD(SEE NOTES zTYP DP '' 9 1 &2 ABOVE). C��ry 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS 112 INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY N I SPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). B.MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1996: (SEE PLAN FOR REQUIRE?A:NTS) p� WIND ZONE I MINIMUM SEPARATION TO GLASS D H 35 TYP TOP&BOTTOM W �'!1 2'aR®oR f' _.. .._...-UNLIMITED WIDTH.—_______.________...._.—_ .- .___..___....___..___....,_ _..._� 1 THRU 3 1" ._ ------- .- .. MIN.StPAF+ATION TO GLASS —_ Lxlslwc cuss ELEVATION a s.zs- -(SAP SCHEDULE E AR SLEET 11 FOR BIADEm AND ON THIS SHEET FOR BLADES CD& ----------� - -----I --------------- ----------- --------- ------- 21 \ ALTER _Qp .1��-��P--�./ �✓ ��� (� C;211�,l +24'a�5\i, / d �! ���� `(4' ©0 TYP. Sn' RICAL CENTERMATES 2t W/2 OR®5 ANO W/0 (SEE NOTE 4 ABOVE) ` PLAN TYPICAL 11 HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 11A SHUTTER* --- N.T.S. FLORMA BUILDING CODE(Non High Velocity Hurricane Zone, \Vitwa#LIII oil it JJA•• m2D2D TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordion Shutter System _ No,441 7 ' '�� �' ® '�'` �' ® H,v. �#T W/OR W/D H.v.WNDDW RAM American Shutter Systems EV,N DESCRIPTION DATE DRAWN BY: M.P TILL TESTING & ENGINEERING COMPANY "s9 STATED ram`� � ssociation, Inc. 1 oLo 17-107 /z/zoz DATE: 7/z/zozo W33 N.W.36M.St.,Ste.305,FIRGINM GWO(DIS,FLORIDAILOflDA 3316f 4268 Westroads Drive 2 r © •, F •" Phone (3O5)871-1530.F.X:(305)871-1531 DRAWING No r joRID �k; e-mail:tlltaoo®ool.com West PDIm Beach, FL 33407 s 20-1 64 —l\`f\ WALTER A G7 Jr.P.E. ���``` FLORIDA Le.p 44167 5 SH'E�F ZD `AJJnnuN1H pf�. SEAL/SIGNATURE/DATE 6 6'x 1 1 2 2.000"Max. h.ASTM A-653 GRADE 40 (3 0.035 THICK INSTALLATIONS WZ (Dl HV..BLADE & HV CENTERMATES -METAL Mir. -60 GALV.STEEL qx. , INTO -STUD WALLS METAL STUDS AT 16"O.C. _ 1 4.Q 0 6 O.C./ a 3u I Z4"g NOMINAL 1/2" 1 GENE RA L LIMI ONS 1611— AND CQNPJTMNB OF USE A�IJMINVM SLEEVE _ -T5 FOR BERTHA(l)HV BLADE ACCORDION SHLITTE 6063 ALLOY ✓ 1 3/4-.6 1/4-.0.035-THICK M'n.l 47- ILLATION TO METAL STUD WALLS CONT.GALV_S1,11 CHANNEL 6'O.C. SYSTEM INSTALLATION SEPARATION TO GLASS SCHEDULE '------.3.000'Max. __ GALVANIZED FASTENED TO STUDS 75 (psf) GRADE TMin. AS A-653 DE SCREWS GT. 10 S"O.C.a 1. MAX, A.S.D. DESIGN PRESSURE RATING: +75, - W/(2)'#6.1/2'TEN SON ON EXISTING FINISH AS APPLICABLE (&9 2. MAX. SHUTTER SPAN: 84� WIND ZONE MINIMUM INTERIOR&EXTERIOR FACE SEPARATION ASTM E-1996 LENGTH I EXISTING GLASS--I i MIN.SEPARATION -- - 3. ALLOWED MOUNTING:(9 ON THIS SHEET. TO GLASS 4"0-2QX,3" BOLT TO GLASS 1 THRU 3 1. i/ - (SEE SCHEDULE) q 403 4. ONLYAENTERMATE 21 W1 24 HV LOCK ARE ALLOWED MUST PENETRATE(9 1" I II 111. (TyPj WITH Ul ARRANGED(�A S METRICAL LAYOUT. USE OF (2)n35 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4 1373- INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF .'. '050- 1 31/4'N r 1/4'x 0.035'THICK EXISTING FINISH "'s APPLICABLE CENTERMATE. CONT.GALV.STEEL TRACK CHANNEL,1 ASTM A-653 GRADE 40 Mir.G-16E. I A, GALVANIZED FASTENED TO STUDS W/(2)#6.1/2'TEK SCREW ON C 1-1/4"0-20 THREADS INIERIOR&EXTERIOR FACE �,Q 6-D.C. a O.C. 43 1/4"0 ELCO CONSTRUCTION BLADE SLACK DETAIL HVF IS ALSO VALID FOR _T "" LAD 38 CENTERMATF APPLICATION WITH BLADE(Fj) PRODUCTS FAB—LOK HD_ 1/2- 12 COMPONENTS I G"x 1 1/2%0.035'THICK VAR[S 0 6" O.C. Mir.ASTM A-653 GRADE 40 METAL STUDS�i 76-O.C. I. @ WALL IJEADERZ-SILL INSTALLATION SCALE:3/8"= 1" Mi� G-6Q GALV MEL ..EXISTING FINISH AS APPLICABLE (TYP.TOP&BOTTOM) --- - I /4'x 6 1/4"x 0.035"THICK Mh --— tONT.GALV.STEEL TRACK CHANNEL. rM 7EXISTING CLASS IAST A-653 GRADE 40 Mi..G-60 NIZ9D FASTENED TO STUDS w SY SY E R 4C AL INTERIOR&EXTERIOR FACE _MM El R—Y :VARIES'!..-- TO GLASS .:�2' W CENTERMATES I CENTERMATES WZ (SEE SCHEDULE) `:L SIDE 1 NLERIOR40 --- ------------- -------—----— ---—--------------------—- -------------- _71 f I I------ _N ,l{3 (6 Min.) N C4) ...... 4 -------------------- --- -------—-- 2 --------- - ---z--- -----—---------—-----—---- -----—--- �4 -—---—------------------- ------------------- ------------ - — ---------! '2, y --—----- --—--- E----i -- ------—------- —----------- — -—-—-- ------ k - ;(2) 42 20 LOA AT O -- HV HEADER/SILL LL ENDS -------- [ VIEW Y SIDE CONNECTION TO TRACK 6 1/2" (Typ.) 3 1/4"(Typ.)- 6 1/2"MAX. SLACK (Cont.) _VA flyB BLADE SLACK, DETAIL HVE BYC FLORIDA BUILDING CODE(Won High Velocity Hurricane Zone'� 01.t0i it 02020 TILTECO,INC. - 0 zozo eAsTERN METAL SUPPLY, INC. �r4 BERTHA HVTM A Accordion Shutter System 71 71L7r:E7 C 0=,, #kU0.S,AE H.V. afiM#1 W/OR W/b N.V.WIMM BLADE No.44 6f. American Shutter Systems IEV,N� DESCRIPTION DATE DRAWN BY: M.P kj TILUT TESTING & ENGINEERING COMPANY Association, Inc. OLD 17-107 DATE: 7/2 2020 Ga55 N.W.35th.St..St�.305.VlRGM GARDENS.FLORIDA 3316( 4268 Westroads Drive —DRAWING No STATE F -1531 g Z/� (305)0 1-1530.Fax:(305)871_7_11:UIt...C...-m West Palm Beach, FL 33407 3 —164 a 20 0 WA�TECA-000 7 9 4 ..... ... R A.TILUT Jr.P,E. SHEET ONA, FLORIDA Uc.If 44167 5 B�_,%&L/SIGNATURE/DATE 6 20 OF 20 A