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HomeMy WebLinkAboutProduct Approval; Accordion Shutter11612021 Florida Building Code Online Florida BCIs Homa Log In User Registration Hot Topics submit Surcharge stats & Facts ` Product Approval 7 USER: Public User �..• Produrr Annrnvai Menu > Prnduct or AIM Search > ApRlieation List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL389-R10 Publicationsu Contact U eas si Map Links &arch File jb9v REVIEWED FOR Revision CODE COMPLIANCE 2020 Approved ST. L CIE OOUN 1( Approved ^(/�_�♦t, / BOCC 7l American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Bill Feeley Irodriguez@eastemmetal.com Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Waiter A.. Tllllt, Jr. P.E. 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. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Validation Checklist - Hardcopy Received FL382 R10 GOT COI ASSA BLADE1 i2dP FL989 R'iO Cr)i S, DE1 '> Ddf FL3R9 R1n COI COI ASSA BLADE° odP Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Yeas 2012 2012 2002 1994 www.flaridabuilding.org/pr/pr app dd.aspxTparam=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaL8B7Zzg%3d 1/3 1/6/2021 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/15/2020 11/06/2020 11/06/2020 12/15/2020 FL V 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 20-165 and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D".Max span is 12'-3" for 40 psf positive ASD load and 13'-O" for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and W-11" for 62 psf, 9'41" 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. Installation Instructions FL389 1110 iI DRWING d9ca RI ont:a psf Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports F 80 RIO AE PER ASSA BI ADE3.p� Created by Independent Third Party: Yes 389.2 Bertha HV Accordion Shutter -Blade 1 Extruded aluminum Interlocking blades Only- (Non-HVHZ)- Drwg 20-164 and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure- N/A Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the HVI. blade, W-O" for +64, -72 p.s.E 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 HVSA working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. Installation Instructions FL389 R10 II DRWIN0 ASSA nl nDFi pA Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports FL309 RIO AE PER ASSA i3LADE1 pg Created by Independent Third Party: Yes --- - ! ccruta nv wccoralon snutter- Extruded aluminum interlocking lades retalneYb-y fi COMBO- (Non-HVHZ)- Drwg 20.163 and bottom) for storm protection Limits of for Installation Instructions Approved for use in HVHZ: No Pl�n� Rio II oRw ASSA fiLADEX 7.p ut 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 F1399 R10 AC- PER ASGQ Rt ADFS 7 pdf for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, Created by Independent Thi 25 and 28 respectively Third Party: Yes B cc Nest contact s :: 2601 Blair Stone Road Tellahas en Fi, 32399 ph"nn: 85e-487-Se24 The State of Florida is an AA/EED employer, Bd9W statement : �ssibglty Statement ••Behind 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 mall to this entity. Instead, contact the ofrce by phone or by traditional mall. 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 4S5, F.S. must provide the Department with an email address if they have one. Thu 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 45S, F.S., please click ram. Product Approval Accepts. ¢SGF-NED EE BEE]@9 E m ,uL%610 51, V�� ®m Credit Card Safe www.floridabuilding.org/prlpr app dti.aspx?param=wGEVXQwtDgVYYHH2vJyx53MwsXdCOtOXPGxaL8B7Zzga/a3d 2l3 GENERAL NOTES: BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.] HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (Rh EDITK*QGF THE FLORIDA IS ING CODE TOM 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 BE INSTALLED WITH A DIRECNOMAUTY FACTOR Kd=D.O.S, USING ASCE 7-18 AND SHALL NOT EXCEED THE MA)OMUM (A.S.D.) 0F31ON PRESSURE RATINGS INDICATED ON SHEETS 11 7HRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDE7RTO COMPARE THESE W/ MAX. (A -SD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY TNAT COMPONENTS AND ANCHORS ON THIS RED., AS TESTED, WERE NOT OVER STRESSED, A 33 P. INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS M USED IN THEIR ANALYSIS. HOWEVER, A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. 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- -W BLADE (D 00214.01-03. #0715.01-03. 01004.01-05, 01214.01-05. 00317.02-06, 00609.01-10 AND 10210.01-11 AS PER TAS-201. TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL D. WIND ZONES 1. 2 & 3) & 01220,01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE 0 #0505.01-08 AS PER ASFM E-1886 AND E-1996 (MISSILE LEVEL D. WIND ZONES 1, 2. 3) BASC PROTECTION ONLY AND A 0725.01-88 AS PER TAS 202 PROTOCOL 2. HV BLADEOQ AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF IOSE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x275' AND 114A.75' RESPECTIVELY. 410-HT MINIMUM SERIES STAINLESS STEEL. SCREWS WITH 135.0 W. YIELD STRENGTH AND 180 W TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA IN DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED 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 60B3-T6 ALLOY IS 30.0 WO AND 35.7 WR FOR GODS-75 ALLOY. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION II-6 OF THE 2015 ALUMINUM DESIGN MANUAL 5. ALL SCREWS 70 BE STAINLESS, STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 5D018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksl MIN. TENSILE STRENGTH. AND SHALL COMPLY W/ FLORI6A BUILDING CODE SECTION 2411.3.3.4. 6. BOLTS TO BE ASRM A-307 GALVANIZED STEEL OR ANSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 W MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE D : 12.13,14.15 AND 20 HV BLADE ( & 0 WORKING IN UNISON: 12, 13 & 15 B. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT'115179.582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT 05-458,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 70 BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WAND/RAIN INTRUSION. 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 KV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCALS. I I- 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 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH 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 SPEGFIC PROJECT. L. 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 THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (C) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WALL 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 SCULL SUBMIT TO INS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. W ORIGINAL RED. SHALL BEAR THE DATE AND ORIGINAL SEAT. AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2: HV 8LA.DE l AND HV WINDOW BAD tnfl OMERE APP I .AaI F) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS - SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS FN SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X. WOOD SHOT 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 AREA 1 HV WINDOW BLADE ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW BLADE ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA KURIDA BUILDING CODE (Hon High Velocity Hurricane Zone; -,� ,tlllllil YA4 02020 TLLTECO, INC. 02020 EASTERN METAL SUPPLY, INC. ,,o``Q��.• c/Tf'•,,� BERTHA W, �.•' ��CEN 9ik IL E C O INC.©SeSl3Ae Accordion Shutter System HV. MALE #1 W/ OR W/O RV. NIMW MADE L: No. 441 i7 American Shutter Systems Lv. N gE5CE1PITDN GATE DRAWNBr: M.v * TILJJT TESTING &ENGINEERING COMPANY . y 1R13 N.H. 36IG SL. St. 3a5. VEMNA GARDM. FU00A 3318 Association, Inc. 1 OLD 17-107 7 /202o DATED 7/2/2020 "OL STATE F ,'Q:` o W-Ap Fh.e : (305)871-1530 . Fa : (305)671-1531 4268 Westroads Drive 2 I '. 'aCORIC a -mat: Uft..G.L.. DRAWING NO O CA-MOS719 Wesi Palm Beach, FL 33407 3 S•I/1A1n1 WALTE9R A TDUr Jr. RE !� ^ZOO 1 64 tS•""' �_1i%rn1 /evni• rAn.rr FLOIUDA U.4416E FOR wMw cOVLHED UNDER US PATENT Q 5458179 1�e H NDO ' D e UMRATIONS OF O�FBLADE 6063-T6 ALL D TFMPFN I _670' 2226'�y o o �b - J 0_072• ` i o_072: _ 3226__,__ ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE D 6063-T6 ALLOY AND TEMPER • 1.917' oso• — 2___ )6W 0Opl .�- 1670 i L`1.686_ � c1_ .I 11 HV CEILING H ADE Q IFlED FOR USE W/ HV BLADE�ONLY, SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER r- y' btN 1f MNL Y M0L t 1' Y 0.062' 1 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER s 0.45{' 6 I� 4365' 3QHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADED 6005-TS ALLOY AND TEMPER 19 J226' � 1.500' (TYP.) _ n' ^I_ O7 HV ADJ. ADAPTER W/LIP QUALIFIED FOR USE W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER nl VARIES O1• I. I q�y of T T of 1 .083' mo� 083' m .060' m � M1 060' ?,7 1� HV HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063-TS ALLOiY AND TEMPER 71 ai I � N ALUMINUM ANGLES QUALIFIED F% USE W/ NV BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER No. 441 Tt; STATE 0i 's��•••.'��ORID+ BLADE 6063-TS ALLOY I m LOW) g_092' LA4.436' -JI ®HY WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE 6063-TS ALLOY A (1 O TEMPER a 1.936' L >' __ �97� 13 HD CEILING HEAD R/AIL QUALIFIED FOR USE W/ HV BLADE SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER I COMPONENT I A I B I TI I T2 17 2- is' MAXJ 1 8' 1/6- 2' `I 5' MAX. 0.192' � 0.192' 19 2S' ; 7' RW.! 0.190• , 0.190' ...2'. _. 5' RM.: 0.139' j 0.131' � I 02020 TILTTEPECO, INC. II� E b 0 1NG. TILUT TESTING k ENGINEERING COMPANY 9333 N.W. 3eR SL. Ste. 305. Va=M GARM6, FLcg= 33' Phone : CM51871-1530 . F0:: (305)871-1531 a—m 0 W 00671 oisom WALTER A. 7R.UT Jr, P.E. FLORIIIA Lk. B 44167 I A91' 1.20D—'ry1 OS HV 90•/180• STARTER QUAUFIED FOR USE W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER .920 ADE (1) ONLY. ALLOY AND TEMPER IV 1.936' �L pe3• o � � I '670j 14 D 4 I QUALIFIED FOR USE W/ HV BLADE tp ONLY. 6063-T6 ALLOY AND TEMPER (i X Y t > 2' 2' 0.125' 3' 3' "0.090- ©0 CORNER POSTS QUALIFIED FOR USE W/ HV BLADE Q 6063-TS ALLOY AND TEMPER A,SeS8A8 American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 HV RAINGUARD QUALIFIED FOR USE W/ HV 6063-T6 AB ODYEATD TEMPER COVE(Non High Velocity Hurricane Zone 02020 EASTERN METAL SUPPLY• INC. BERTHA HVTA, Accordion Shutter System Kv. BADE #1 W/ OR W/O KV. WIDOW BLADE WWING No 20-164 I _ 4.650' .745' r-2.283' I 6.1 li QUALIFIED FO SE W/ HV BLADE 1O ®ONLY LIFl V FLOATING 6063-T L0Y AND TEMP QUA ED FOR USE W/ HV BLADE (1)& 1 ONLY 6063-T6 ALLOY AND TEMPER iJ Z759_ __ZTSo_ N //�� PUN FROM ELEVATION 177a BYLM&LL-!jLL0CK CQaERMATE LQCKER FOR -T- LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE MONLY QUALIFIED FOR USE W/ HV BLADE IOONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER e Nf ----- 214' ��in 31 D CAT W J NO L C QUALIFIED AW USE W/ HV BLADE !1_) 6063 ALLOY AND TEMPER VARIES, 12' MIN. ® LOCKING ROD n Q %ED FOR USE W/ HV BLADE 063-T6 ALLOY AND TEMPER 0 55 IN TION W)LL REQUIRE A 7 16' HOLE I >� u- .063 n .21a' HD CENTERMATE OUALIFIED FOR USE W/ HV BU 6063-T6 ALLOY AND TEMPER 1.130' I •i L ��—� I_.37s•D © HV 3f 80-16 ka No. 44 67 9: STATE fr/�ip2a .I C EN O AU'n FOR USE W/ HV BLADE 1 ONLY 6063-TG ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 6063-76 ALLOY AND TEMPI 1/4'-20x1/2: I/4'-20 - -EM LYGT T118F/DED / NOU54lC EtUNII. SSJL4 KO® PNN1E0 c2lYP.) i+ L Rf6L55 CA1NOa1 & 1Q.Ys (CwMw r ®BY LOCK OUALIFlED FOR USE W/ HV BLADE & a.6LZ ® HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADE lO& 9 6063-T6 ALLOY AND TEMPER .tL HV 1 /4' 0-20 AISI 304 ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE U 02020 TILTECO, INC. IL ECO �N�. TIWT TESTING & ENGINEERING COMPANY 0355 N.1L 391b SL. 5L JIM VQ2 M GAIr,>M 11DRMA 33 Ph— : (3W)871-1530 . Fox a (305)871-1531 e-n M 67teecftol. o M-0006719 WALTER A TILLIT ". P.E. FLORIDA 11- 0 44167 W® PPNNIED l�EGIiXNw. N ' QIOG. L Gass CYIOLDFR (MR= PLATED) )R USE W/ HV & ® ONLY. READ 'o PUTS MOLDED M01DE0 TO -- Zia' N SCREW �.360 .^^ . AFTER RIVEn " 1 /4"0--20 x 3/4' BEFORE RNE)ING "1 S.S. THUMBSCREW' - -20 RIV U m *SMES 9444 ALUMINUM ( 4-T3 ALLOT) URGE FLAME TM SHEET NUISERT. PART 6 0, AS MANUFACTURED 8Y AVDEL _622J LOCK CHERRY TCMRN, PARSIP ® V . NEW JERSEY 070.54 OR EQUAL 71wr I OC QUALIFIED FOR USE ED FOR USE VI/ HV W/HV BLADE Q ONLY. BLADE Q ONLY. �r _ THUNRIRN 1 , CYLINDER OR KEY CYLINDER 0.675' Min. 1 125' Mox. VlI � m, ooa 0 mI � i 80a' l a M o N O VF �THUMBTUFIN ' D ___,. CYLINDER O OR NEY 1 - CYLINDER --- 1.57 Ming BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LACK. QUALIFIED FOR USE W/ HV BLADE 1O& OA RORIDA BIIMING CODE (Hon High Velocity Hurricane Zon1 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTY �� ■ A ® Accordion Shutter System FiV. BLADE #1 W/ OR W/0 RV. WINDOW BLADE American Shutter Systems Assoctation, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CAWING No 20-164 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV a 40 38 41 ^(:t Q HV BLADE 1 1I d --LONG / LL{�i ii —.2Y oas ® ci I I` \' ® HV BLADE 1A HV RECESSED HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHERQOR ® HV WHEEL CARRIAGE AISI 302-303 SERIES J 0.870"x3/16" THICK NYLON WHEEL. '� D.188"O AISI 302 SERIES S.S. RIVETS I----1•--- EXTERIOR ® HV 1 3/4° ACCORDION PIN W/ #8 HEAD * ®3 HV 2 3/4- ACCORDION PIN W/ #8 HEAD ! ®' POLYCARBONATE IMPACT RESISTANT HV WINDOW or 4@3 rE FOR JENTS) 7�4V P N ME S EXTERIOR BLADE KNUCKILF EORJ y V i1�a �QQF+ or N6 (1) HV PIN ®SHAL ALWAYS BE USED AT ALL EXTERIOR •- 3®.' ryyir BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV 9 BLADE. TYPICAL SHUTTER ASSEMBLY N.T.S. (2) HV PIN ® MAY BE USED IN LIEU OF Q AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q ro,324- BLADE WHEN CORRESPONDING TO INSTALLATION "11". SHEET 7. 9 •048�jT- (3) HV PIN {4[ OR ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER L\� SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. -0d�0_.., g D' SHEET 1�0 WHEEL CARRIAGE DETAIL SLADE'S KNUCKLE (TYP) I i 2 7/B- "I" 5PARATI ON NBET/ISSN J BLADE OPENINGS EXTERIOR ASSEMBLY LAYOUT N..�. 9, HV BLADE SOLID & 1A, HV WINDOW BLADE DETAILS N.T.S. 0625" 1575' BLADE .0625- n� ,1•x_x .062.0625" 5' 1e75° p j- - -i -01325" 1 �� --- 1 + 5 3/4" gmcy v_r l_ ON CENTERS:*- L-i ..75 ELRro110V LW TA�sAR B aS TYPICAL HV WINDOW BLADE 1�1A AND i POLYCARBONATE HV WINDOW DETAIL N.T._. I =k POLYCARBONATE I_ MPACT RESISTANT HV 'WINDQ_d SAYER MAKROLON 3103 POLYCARBoNATE I,CE RESINS, UV —STABILIZED GRADE OR SABIC 0', INNOVATP/E PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). I POLYCARBONATE SOURCES FOR 44 APPUCJtlE RC RT MXAL FRCPFF.T:'S STATARD G� tax RUUM CE �tcx / a21m mcxui stm ESL: MM CRA111 _ewexn, ASTM 0762 04t1 T! ' C.043 Dre To.= MOD SFRENOTN ASIM OWE 9.w0 poi. 9.5m -3. FLDMRAd S7h 4711 AT VRl) FL�llURAL UCULUS IRFAT' ASTU 0790 ASTM D790 [2SC0 A* 34OD00 —1. 13..00 P. , 315.000 -1. r.01tR-M 17CO F= Rt•eTrrrcr^c ASTM 0256 AS1M 0280. IB rr-,bin 47.2 w 17 Fr-M/in UF.5 2 U. SMOKE 0c•'SITI RAZE CF EJ.WANG ASTM DW5 C-1 CUSS C-1 CLASS SELF Ir:.TOCu ASM 01929 10A0 s 930 'F my-D 'VD AMIA G759 ,V,, r SiRBN N-TER M1EATh'E05' ASTM 03 9302 P.Z+ 62Q Psi. ,mz SIR= CIMQ E MTATHER:C AS1M fist) 5.61 P.I. W.0 psi. tLUwUA BUILDING CODE GIon High Velocity Hurricane Zone; I11711 U 102020 7IL ECO, INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVT1 �• Q\0E4 Se :�� ®�N �e i� ��B Accordion Shutter System a NO. 44 6 Z American Shutter Systems HV. fA,4DE 1 W/ at W/0 HV. 4NnIDOvI BLA!)E TILUT TESTING & ENGINEERING COMPANY T Ev. N DESCRUM011 DATE DRAWN BY: UP 5355 N.W. 36th. SL. Ste. 305. "0"A GWDE14S. FLORCA,33te Association, Inc. 1 OLD 17-107 /2/202DATE: 7/2/2020 y �'•• 'STATE F PEone : (•_05)871-1530 . Fox . (305)071-1531 4268 'AAestrcads Drive 2 O •, F e-mRR: 61t9eDCcol.eem West Palm Beach, FL 33407 3 DR�A2WING N�o+ i, T�•.�OCA RI ' -- WALTER A.000673Jr. P.E. 4 ss/OAjq� ��3AL/SIGNATURE/DATE FLORIDA La 441F7 5 SHEET Y n17mIa 6 OF 20 24' S 6 06 9 v tNig / - lg x� I IIS^& 2 1 i Ijjl _ fIT1 MID SEE END - -I CONNECTION DETAILS ON D F E X• 1 J K L it I 1 1 Y P 0 Y SHEETS 10 & 18 TYP. FULL II HEIGHT. I i ©'O'��©-@+ 70�1'��oJ��a' TYPICAL 1 HV BLADE SHUTTER ELEVATION N.T.S. *NOTES ON HV LOCKS AND CENTERMATES, 1. MANDATORY CONDITION IJU ONE HV LOCK ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BEJ�OW j(2 OF SHUTTER SPAN FOR SPANS UP TO 105', AND FOR INSTAIWONS-f ANY ELEVATION. HV LOCK( or g MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR Q� 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 TYPICAL SHUTTER ELEVATION. 2. QM08L QRHMW ft IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCA ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. )HQMQN d2 MUD ONLY WHEN RATOWY CONDITION #I OR LIMITED MANDAWRY CONDITION �2 6 UStD W/INfO W-v i nr-Yc)' LOCKING RODS ARE NOT REQUIRED AT�IURRICANE POSTION, BUr MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS Sri OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY_ DN /� ONE HV LOCK ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LAC or ® 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 AT TOP & BOTj'OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. I—IMIJIHVN� Al ANT r,.VADUN. ALTEKNATE LOCK IU MAY BE USED AS AN INSIDE -OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-20x3/4' S.S. THUMBSCREW TO !a OR ® CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4' ALUM. RIVNUT 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. MANaATORY COND111ON 03 FOR KemroNF uoumma awALIAnoNs., ONE Hv LOCK ® or ® or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 90'. AND FOR INSTAU ATIDNS AT ANY ELEVATION. HV LOCK IS or ® or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ® or ® SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS @ W/ OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. OF CORNER NOTES ON HV "T" LOCKS AND--CENTERMATES; . SECOND AILTERNANE M MhNDATORY CONDITION #j VALID OMY FOR RV 'I' UK CENTERMATE 1 ONE ALTERNATE HV -r LOCK (p MAY BE INSTALLED IN LIEU OF HV LOCKS ® OR FOR ANY SPAN AND I ONE AT ANY ELEVATION. AL NATE LOCK , Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCK172 dA: AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUSE 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' WINGNUr OR W/ 1/4'0-20x1' SS.M.S. INTO A 1/4"0x 5/8' RWNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MNOMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS T@ TOP AND BOTOM IS MANDATORY. *NOTES ON HO LOCKS & CENTERMATES• 1. ND LOCK (3d W/ ND CFtMHAIE51 J1 OR(_'M W/ra ; ONE ALTERNATE HD LOCK® MAYBE USED IN LIEU OF HV ANY SPAN AND WSTALLAMONS AT ANY ELEVATION. ALTERNATE NO LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATrACHMEN, OF HD LOCK ® TO ® IS W/ 3 P8 x 3/8' F.H. &S.M.S., AND INCLUDES REINFORCEMENT INSERT OjAS SHOWN ON SECTIONS HDS-HVB AND HDC-HVC. SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MA70MLRd BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ® IS COMPLETELY OPTIONAL It�IIi 1�/ 02020 TELTECO. INC. @ 2020 EASTERN METAL SUPPLY, INC- �,o�°��,..•..... � �����o� BERiH/� HVTM uGEN elf, I E C () No Accordion Shutter System 1, KV BADE #1 W/ OR W/o KV. WNDON BADE 5 No. 441� TILLIi TESTING &ENGINEERING COMPANY American Shuffer Systems EV. N D6aaP110Y PATE pRAYm ar YF Association. Inc. 1 OLD T7-107 r z zo2 DATE. 7 2 2020 .� B.W N.B. �6W. St, 51.. 3D3, VLarBIU GeRDa.S. FlptimA STI6 / / / / z STATE 0 EI'000 ° (30)871-153D . Fox : (m)an-1s31 4268 Westroads Drive s Z ��•, • �. • ••'� `�tDlee.0aWmm DRAWING No (OR1101 -� ca-pp0ans West Palm Beach, FL 33407 3 I� c A 11 Jr. P.E. 4 2O- 64 l� ��L`CAI /Clrunn for /Herr FLORIDA Lk- 8 44167 3 C4JFLT ONCRETE ANCHORS POURED CONCRETE POUREDTE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK/ CONCRETE CONCRETE- REQUIRED _ REOUIRI]1 \ SHEET IJ) REQUIRED 1/4•0-20x3/4' S.S. t-,� CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORS (�J . OR �7-^ 7- - f (SEE SCHEDULE ON SR 13) (� �� / Q 18 A (SEE NOUNnNG®aN SUEET 7) r1M / .,f (SEE SCHEDULE ON W/ 1/4'-20 _ ,jjl SHEET 13) NURS ® 12' O.C. i 112)oR® G /J -1M;n. _1/4-0-2Ox3/4• S.S. f / 'r //,,.� I. . J•• J � ii �.. r-EQ EGI- MACHINE SCREWS I•: :J' 1 i i Mfi. ' J I /p• .y_=l% I / I USNG 1/4•-20 NUTS /�P- •/EO--`E0._ E. a•®1z- O.C. 1si/y • _ ` ._ 1 y Max. i J L r 15 11 / —' 13 OR f !E. por J� r -i? N +�) j i j{ !> - ({11 13 OR I5 �•/ % ,i 1 1 I �! , i zsD Max FID'4:' /-% N 11f� r i� — zsD' fE.D,' �°/OPTIONAL ii ii1 i !%_U•JJJi (-MO:. S➢iRulrtRt iI , lT i { i• , i 1 ,� �• J•.'ii/'t.'+ le Ai.�! �� I IC�II �I ,� it �I`.� ,; `oPnaNAL IIr, r �I[ v`�'i i pi I FORBM@� IIRRaI1 1'O ��aBAO Od f� -�a' D3STINC!__ MIN. SEPARATION TO Glass1MIN. SEPARATION TO GLASSI 'i -- CLASS (SEE SCHEDULE ON SHEET 11) 1"(SLY SCHEDULE ON SHEET 11)'I EXISTIN AQ w LL HEADER INSTALLATION . ----- -- ©HV WALL HEADER INSTALLATION © HV WALL HEADER -INSTALLATION j+ KEYSTONE I� , @• —(SEE SCHEDULE an SHEET tq -a' �__ _ _______-, a 1 IX S 1—(SEE s�m En oN SHEEETT1i1) --- ? I— -L GRHSS-1 I v" _9. v_ ... BN SOYRO+UN _ _ _�.._.I 1 , U 1 ro a.Lss (SFE I I I r 1_; 0 , I F 0 i- 1 FOR a 0)ua ' MIN. SEPARATION To EET 1 h I',�_i jR A �!l 9EET 18 FIIt t e �, i ( 1, , a N/1[i50d® rRLj f EXI$RNG FIFI� J1,11 ,;OPTRONPL li i i iI '•Jf, P, II �I , e iII .• J;� 0 --1 i1E.R 4 \ IR1 ,I 1/4•j +t i I I • .R- + 1 �/ OPTIONAL i i4P i1 �� rl/4' Max. a' Max. ..2 mac_ _ 1 - Q E. D.�; /: �ii fill _..i y'%/ EO. J%'J, li �` iJ;Rr '._ - 5 _LE� NOR J L 13OR EO ;u-EO - -=r7 (12'OR® r— ;�— f 1 ! JI _ 1• _i / . !".7, ,\ i J.. %.t_.._ f _�7 1-Ep �Ep-...IWPS�TRI/1S5 HEAD Min. -,...�_.ICONCRETE ANCHORS t --. 1i 1$ I 1 • . _. L I i r J MACHINE SCREWS USING CONCRETE ANCHORS 1/4'0-20x3/4• S.S. PMILUPS •i j _-20 NUTS ®12" O.C. '- (SEE SCHEDULE ON —TRUSS HEAD MACHINE SCREWS POURED CONCRETE (SEE SCHEDULE ON SHEET 13) Y . ` , ° • J i `� Min. POURED CONC W/ 1/4•-20 NUTS ® 72" O.C. OR CONCRETE BLOCK OR CONCRETE BLOCK SHEEP 13) WALL REQUIRED �: —_ ;,CONCRETE ANCHORS REQUIRED HV WALL SILL INSTALLATION POURED CONCRETE- SHEETSCHEDULE4)ON `F HV WALL SILL INSTALLATION OR CONCRETE BLOCK CIWALL REQUIRED EO HV WALL SILL INSTAATION OTE FOR C�pNeIHAnoN OF SECf��: LL I- SEE SHEET 4 FOR TYPICAL SRurrm INSTALLATION DETAILS W/ ASSEMBLY • E. D. a EDGE DISTANCE SEE UMRADONS OF USE FOR MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET f3j BLADE IeA ON SHEET 18 i.�l HV BLADE IN ANY WAY TO SUIT ANY INSTALLATION. IvvT Il�tllilR ( FlARIDA BUILDING CODE Non High Velocity Hurricone Zone' `A 02020 DLlECO, INC. ©2020 EASTERN METAL SUPPLY, INC. r BERTHA HVVJ %,\CEN e L O „� Accordion Shutter System No. 441 7 _ — KV. BADE y1 W/ OR W/o Kv WINDOAT MADE * * TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems Ev. N 06CWPTION OATS ORAwN f1T: YP STATE 0p o3ss N.w. 361h S:, s1c 305, vllGow CIRKNS. F10RmA 311e Association. Inc. 1 oLD f 7-f oT /z/2oz1 aTe 7/z/2O2o Phone : (3O5)871-1530 . Fox : (30.5)871-1531 4268 Westroods Drive 2 DRAWING No e--fl: tnteeooca.eom u_OOM57ls West Palm Beach, FL 33407 3 c iiA'LSS%O ••••• N�?`��V WALTER A. TIER Jr. RE 4 ZO-164 ccAI /CirKIAT, IDV /11— FLORIDA uc. 1 44107 POURED __._ CONCRETE ANCHORS + Ysa RFARi^.O ri _`--- II I 1 OR CONCRETE t (SEE SCHEDULE ON SHEET 13) iaA.C•5�( EXISTItG REOU:R'cD - - -' 71 PoR BI1Le BIND �' CLASS--i I� i! A r (`•-.E S:tL*CVLE 4Y QQQ EDGE OF ON SNIV 19 FOR 666-saAIIAIM f 9 , staEi f1J • l-i /Y�` ri f r-a E D a-^�-aFFUFA5LE SLAB IF IXISTING H26m&tf1 yTOs r� GLASSY dFp I a+ aua ll) 9 r t 9 ERNAr. I I1 _ 7 ; ANCHOR \ _ 1 +' e'XISTItiG� " �, /•/,r '/4l /ilt���/%%././r`/ LOCl1TIOH (-�'i �, i (ii ii 'Li 1 t i! I i! t-6iOz3/4' HEX WASHER HEAD --� I'it 1Il -11 OR 13 OR 1$, N I 3/e' ISt. :' TEK SCREWS ® 12. O.C. , •.A. • r , ; • r -� EDGE OF i �I _�l�l a I 3/e',raLwt41 :._, /-CONCRETE ANCHORS 9.:.9 IF { ' ; I��� ©• ' 7 ;-- -- ; T— (SEE SCHEDULE ON SHEET 13) 1/ E I rC ' , " / / :`/ // ; L»J, ; / S APPLICJiRL_ EXISTING n Y' ---, r' / / / F ,i r , ' /, , r / ' /, .f ' �. ' EDGE OF r/ C,LA55—i " 4 EDGE aF--+. ' / `l �•' //� / i n'l:/�r' /f' , $IAD IF E, p"�• ' I' SLAB IF j / �J`..' ] 2"-{:+Jj��1 ;.t EDGE aF i' .r / ' . '/ / MPUCA°LF ;% /' ,',i; f �e +' !I APPLICABLE 11, / r/ / f - SL:9 IF' ✓♦' r.•J- S i r r'/ ' 1L•L �3iAPAirS+ I f ? :r'E.O.= O =r'- .✓ c/:.1_/� f -`11. TO GUSS (F3E I +, -'mot./tE APPUCA5LE POURED I _ POURED-' -FIAT HEAD CONCRETE ANCHORS sOITLVU: ON sir + + i ; .; j' / / CONCRT J - ...E. D. CONCRETE '- 1+ FM eAOE ®ua ." 'I 0 PCURED ..-. / `I ' / REOUIREO nEOUIPED (SEE SCHEDULE ON SHEET 7Q ' O+ •Sy 19 Fox I , } 1 . OR ( CO2CRETE '�--1 -V' FLAT HEAD CONCRETE ANCHORS -_± aAM(DIL(0 d --_ REQUIRED I-- - -E. D.•---- 1 --.—E. U.• (SEE SCHEDULE ON SHEET 14) F 11 TRENCH INSTALLATION r VALID ONLY FOR UP TO +70, -75 PSF A.S.D. Of \�I HV FLOOR INSTALLATION j' HV WALK —OVER. INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER G HV CEILING INSTALLATION SCHEDULE �3, SHEET 11 _ E)dSTU:(; CONCRETE ANCHORS .,LASS--iO.Yt � ��— tO LTA FF 111II 1 (SEE CONCRETE ONE _ .. 1 SHEET. 15) ' 1/4.0 @4 EmP u TA-M, N/ IN 5671 111 + EXISTING - ARsit ED THIRWFQFi �•_ EXISTING-� - -------•._..-1 , 7FCHNDXOCr OR 1/+'!1 porlm- v'LASS 1 i GLASS X. �ontic, m cuss , GLASS-i ! i U. , FaggE ERS tua'Di. uKxCry W/ I 1/4' i j + , etY CmauO:N Ta aAa L W t 3/4' S^_t 0201LOn O C' 1 D Ili ! i i } jjff �1, n L"-rE =a1tE a, se'x n) ' i + O.C. srMR.i w to 6'-O• SPAN RV _ i , �, .� A'tp TO O.C. FM SFAx15 tAF.r�-B iliF;I c!'f; MAX. I `?{{{{ i . I t ua AA, EVV?r r • ' Ejl • I (1Y2.) (� NCI1E tt LI W, 1 g E, o.• j WASHER HEX E..4 �r t11 I • i fcR u+ ru �' L•-' _ _ '-.__ - - -i era I:f j' :'•� i i s-pia I I -i YJAS CR HEM (.: F i I - I I _--C. } TEV. _CREfia _I ,.i•- f.__f i , CONi. SFA'1t1r- l cx3/4" HEX HEAD 1 } 3i8' !.� { Y" • ' © 12' O.C. - ,� i i j i i --j - • .r"y .../,_ F/ f✓" ' tilt 7,3f8' f ` Ts i/ 'TE{ SCREWS 6 9' O.C. U I _r' r• - - I t , I.,.• %+%" CONCRETE ANCHORS 1. ct_ O _ S74x3/: SA.S. , , I 117 4' ,•I +' / /SS US OR 1/4.0-20 5.5. M.S. „j 'f_-- - 6 + ] 3/ ,,; I� �� U9SO 1/a•c-2O N475 W/ NUT O 9" 0_C. (SEE SCHEDULE CON n 1/2 ^7f� . ,•. ! O 9. 0. C. 17/2 !_ T__._ Max. !, t�1 •• ; i/ir O t2' 0.c. l -' SHEET 14) °_ 17 O • • ! .. y/ 'i ti- DIRWG NON STRUCTURAL ____� `. __ _._ Jig f _'t E0� OF !' 'r• OR 18 7/2'- (T 1'� ' I- 1] R18 h �._!2.00'E.Dh'ItJ.- ViALL su 7RTI(D-CRATNE '-$(AS IF t ' - _ 1Jidx3/4' F.H. S.DS. MIN I r- 7 7/8'-•'-L 1 7/8' =' APPLICABLE`-'; - .._ ; O 9, O.C. POUR.-D CO.-X_=__ ( . -- CONCRETE ANCHORS -SEE NOTE 13(E) - + - - REOLnED +" I -----.-E.0 • . _. - POUTED CONCRETE (SEE $CHEDUIf ON ON SHEET 1 -SEE NOTE 13(h) -- OR CCNCRT BLOCK SHEET 14) POURED CONCRETE- ON SHEEP 1 _ -_ __.17_' . _.. REQUIRED OR CONCRETE BLOCK �'-- ��s;'.' -_ OPTIONAL POURED -1 RcT.U!RED L KEYSTONE iNOUNTiNG INSTALLATION corlcREtE .. HV WALL FLOOR INSTALLATION © HV WALL WALK —OVER INSTALLATION MIX MUM AS.O. 0=11 FR.';SURE 464: 72 Fst RECU!'nED GAXL•fUM 54VDER SPAN 8'-0'� L HY RAINGUARD INSTALLATION t THIS tiOTE FOR CO!.IeINATtCN OF SECTIGYS; _ " ON SHAL-L BE E. D. - EDGE DISTANCE REMOVABLE WIWHEN PERFOrMED t- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJCEITF O AN OPERABLE EXIT SEE LffTAON J5HOF U19E FOR OR 2OUY 2- MOU1fiItJG SECTIONS CAN BE COt.'B1NE0 INSTALLATION DETAILS W/ I Hi/ ®LADE - FLORIDA� tTte' /�/7T1 ■■�� l IN ANY WAY TO SUIT kV JJSTAILATION. FLRIBUiiDING CODE Non High Velocity Hurricane bone 02020 TiLTECO. INC. C 2020 EASTERN METAL SUPPLY, INC. t/ BERTHA HVTM A.S.&A® Accordion Shutter System No. 44 67 ' L ®� a 6' H.V. BLADE # 1 W/ OR W/O Kv V4ND069 Ja DE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems !KLtLc OESCRwnGR DALE 0FA'A11 eh. MP "a •• STATE F 6355 N.N. 3E1R St, So. JUT. MRGL'tA GMEK% FLMDA 33,r ASSOCiatl9nF Inc. , OLD 17-107 /2/202 OATS• 7/2/2020 ? � Fhono 1 (305)571-1530 . Fax : (305)871-1531 4268 Westroods Drive 2 'cZWest Palm Beach, FL 33407 3 DRAWING No F oRi R A.71L TJ 20-9 64 S •' • • • • • '�� � YlALTER A TILUT Jr. P.E. 4 L EAL/SIGNATURE/DATE FLORIDA u`' 0 44767 5 SHEET 5 7 OF 20 OUT sal 2'x2exI/9'a0'-2I I (6063-T6 ALL" ALUM. E W/(2) 1/4'0 TAPCON ANCHORS TO CONCRETE O1o7GNF& 0:1/2OEh AT EACH ANGLE. (TTP) I W \0- — t - - 2- N SHEETS 1 O IS SEE NOTES ON LOCKING RODS ® . W LOCKS ® m ID IN r C1A53 INSTALLATIONS W/ 1 HV ** ALTERNATE aL�®VALID�� 15 �E]OSDNG BLADE W HV CENTERMATES aDT1o+w,Fs APPLICATION WITH KRADEQ ©-G-@`�°0. 0.©. (2 t , (22 OR Q SEE END WALL CONNECTION EKISTING GLASS DETAILS ON SHEETS 10 8E 1 8- ---------------- /r — — — — — ----------- 1------ ---- I 3 1/4' 7- i ®® OPPOSING CENTERMATES SYMMETRYCAL � CENTERMATES ARATIONt MIN. SEPARATION g10,3/4' S.M.S. 0 12' D.C. FULL IENCM. >' W/ HV LOC�r _ ) Wf HV LOCK o f I TO GLASS (ONESHEEf I _ I * IN 35. 4 `%J` 11) I I r IL_41------------—'.0.8..--- ---1 2j, —EXISTING i ©' ®m1O+ @ GLASS `p$ ,p$�Rpp.p�ts'p J� MIN. SEPARATION\ TO GUL55 (ONESH1EETT 1 I N (INTERIOR) ' 1 I L - - - OUT t� I_—.------- - -' ----- --- / - ---- -- '------- i--- ---- -- �—� - - 1 1 40 -- 1O ' —f22 °' ® OUT I ® - (5J HVC t-14 HVA HVB 10'03- EXISTING GLASS (-POURED CONCRETE OR CONCRETE BLOCK WALL 1D'®_�_©___ I REOITSED r-- 1'— — — — — — — — — — — — 6 .7 oe 6 « 7 ' 8�* 1'- - SYMMETRICAL �* I I N r� O ' ©� O ® MIN. SEPARAl10N - — — I �� CENTERMATES * a Q61 L 4 ©'®°"Q'®°�®'@7 w (SEE sc GLASS E i W HV LOCZ<26 1 (�IOR) O*®�,Og'©��'® ON SHEET 11) ( ----- 4 -------- --- ------ Tr' I OUT''CONCRETE-' I" (/7��— I ' ANCHORS ®, * 16 O.C. 1 i. 1305_ VARIES Hi I � ' j OUT jI `5 1/2• MAX. SLACK (3 (ETROR) HVE i HVE** J FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane 02020 TILTECO. INC. m2020 EASTERN METAL SUPPLY, INC. X << BERTHA HVI'.: _\ZEn Accordion Shutter System ' No. 44 6 1 E C O INC. ■ a m ■ KV SAX #1 W/ OR W/o M. WINDOW IN TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems TEV. N. DESCRIWION DATE OWN BY. Mi o = STATE F 'w'w 633s N.W. 36°` St. M.' 305. VVQM �, iDf°00. MIC Association. Inc. / OLD n-1o7 aTE 7/z/2ozo Ph.- : (305)871-1530 . I- : (305)971-1531 4268 Westroads Drive 2 DRAWING No FZOflI 4, c1 �.�� e-mnGU�Mc08oOaol.com West Palm Beach, FL 33407. 4 20-1 64 • 1s ONA WALTER A. TILUr Jr. P.E. FLORIDA 5 SHEET ''qs-! �_.d�` -- •-.--•_-•-- --- L•a 1 "167 _ ..� nn ALTERNATE INSTALLATION WI/HV "T" LOCK 0 HV MALE FEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS W In HV BLADE SEE END CONN crinu nrrAMAx ON currrc . OUT 1 rl�Exrsnm Aass TED ON TMADE OW& DETAIL KW. IN=TED oN 91LET e. A5 WELL A5 UMYERSAL FLOATING SME0GUAM HDD-M . 6 7 a 8 1Q • IEAIG10S SNFEf, MAY BE USED WTHIS ALTERNATEI U MLLATWN OE.L H.E SN WN w THIS SHEET. FL 'k SEE N01E s roa xv LOIX 3® , T LOCK, ON SNEET 5. SEMES 94" ALULUNUM (202{-T3 AiLCQ WHOE FLANGE THIN SHEET NRSERT, FART / ono. AS MMUFACNRED BY AYDEL o1e N' TEI .. PA.PDJY, NEW JERSEY 07OS4 OR EQUAL INSTALLATIOR In HV BLADE W/ HD CENTERMATES Q�6� SEE END WALL CONNECTION--- pETARS ON SHEETS 10 R is i r I _'ro• -,v -cry r--�i s � r 35 * — ' L-------------------------------------- (oFnDNAL) 64* _� (aP1wNAq '/IOr3 f S" o u'---------- ----- *- FULL LENaff. �� 30 HV "T" IN paysxv. T ` IN (a) N.V. ! 3 l ua+. SmARAnm� , " f LOCK (INSIDE) 1O') llt s slut \T__ 7 -/.• _ Pws InP•) r /i s,� f ��S_ © z ouf 2-' '--1/4" 0-20 x 1 1/2" S.S.M.S. a W/ 7/8"0 x 3/32" WINGNUT. (oPnowu) DB-HVB OUT (OPTIMAL) HOC-HVC ®0 HV "T" LOCK (OUTSIDE) ® SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTE MATES VG* WZ (_84- LOCK (EXTERIOR W/ 9 ! LOCK (INTERIOR) HDD---H-V-P-** FLOATING STACK SEE NODS ON LOO= RODS(! k FD ® 1006 ON 51GET 3 01auwL na=G MADEo lETAa IW-NYO 6 YAW YDR AIL CMEFDu APRIW016 etN !HOED ` „E (j11111ll' L to T-( ...E.. ��c s n No. 441 =k; iC_ STATE F 4s OF-.• to Ri � Fs •••.. • '/4i. -8/DNA C�� s / !T�/.., 7 �` •�C�-,,.� NV ` �AI /CICAIA7I IDC /nnrr 02020 TILTECo, wc. Mo i wo.®a� RDRIDA BUILDING a m� American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE(Non High Velocity Hurricane Zone' ©2020 EAS RN METAL 5(1PPLY, INC. BERTHA HVTA1 Accordion Shutter System FLV. BLADE #1 W/ OR W/O H.V. WINDOW MADE TIWT TESTING &ENGINEERING COMPANY e53 N.N. ]61h 51 Sla 305. MGM GARDBHS, FLDRZ% 3316 PAo"e : (305)871-1530 . Fm : (305)871-1531 e —3; N(0O0 01— CA-0006719 WALTER A. TUff Jr. PE FLORIOA Lie. 9 14167 DEscs�nox DATE DRAWN BY: Mr 1 OLE) 1T-TOT /z/zoz DATE 7/z/zozo 2 DRAWING No n c 20-164 3 { P r� f CONCRETE ANCHOR 0 16 O.C. MIN -� jr EO iII�EO III . i �i (LOCATE AT FM SIDE OF5) I/Ir MIN r--- jIOx1/2- S.MS_ 0 16" O.C. - POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING CLASS MN. PA j TO GLASS (SEE ON SKEET 19 FOR 1 B'AMSQ& Q ALUM. CLOSER _ PLATE (LOCATE 1/2 1 AT EITHER SIDE MIN,-- O OF Q) /I flIOxi/2" S.M.S..__.'� I 0 16" O.C. I b OR ®� 1 ®��lJq 8� ,0 •®a 10i•®a®'�©•®q ©•0•10a0•0.6a END CONNECTION DETAIL nl SEE DETAIL %FOR -� (D (j� OR SIDE CONNECTION ! TO TRACKS ! " EXISTING GLASS ' LAN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR MADE ®AND ' OR SHEET 19 FOR ' CONCRETE'= ANCHOR �•, r' �® OA. a� ._.1%2"I MIN. 2" MIN. �� I T fp OR ) ;- POURED CONCRETE ` ®a©•07 a CONCRETE AOF L REQUIRED BLOCK WALL 10 \—v®q®•®a ©•O • ©4). & END CONNECTION DETAIL 5 ®•®a® ���� •VCEI No. 44 IA: STATE OPe:%FCOR1 - POURED CONCRETE OR CONCRETE JF, BLOCK WALL REQUIRED EXISTING GLASS {�•'_._.../��,: % ! f MIX SEPARATION � •�,' TO CLASS (SEE SCHEDULE ON SHEET 11 FOR BUIDE ®ANDON SHEET 19 FOR BLADES (j)&Q$ {• '` 11 SEE DETAIL X FOB 1 SIDE CONNECTION I "a' �q B f0 •®- �_&O_ D•O•®a �an•Oa POURED CONCRETE POURED CONCRETE OR CONCRETE J�) f OR CONCRETE BLOCK WALL REQUIRED ( '—" r - f �� BLOCK WALL REQUIRED �EXISTING GLASS I r EXISTING GLASS SEPARATION GASS (SEE MIN. SEFARxnoN ON SHEET i i I GlA4 (SEE fGAND r ON� 19 FOR /• 1 / 11 11 TOR BLADE BLADES 1 &Q� ION SHEET 19 FOR BLADES; O&a 1 _ j E I- OR 2" MAX --_-__ .� ( APPLICABLE)x270/8"W-2" II V,-'; ALU INUM CUP ANGLE A(60 -T6 ALLOY) AT MIDHEIGHT,i(1) _F!((6 10x1/2" S.M.S. TOQ4 (2)1 4-0 TAPCONS ANCHORS TO AT 1. O.C. (LOCATE ATI �WAL `OR ST 910E OF®)! OR ®- .Q�a©•Q7 6 10 •®q SEE DETAIL X FOR_; 1 4 L.. 0 �gn_OgOI 10 •®a SIDE CONNECTON ( ®a©•VJ-©•®a TO TRACKS V'�1� I0•a®a®•@-0.0 L.A.A. -p•®a / ,V f :- POURED CONCRETE ORCONCRETE BLOCK WALL _ LOOSTING REOUiRED Cl/lSS 4 ® ,s• yc. Y CONCRETE ' 1/2" MIN. WX sE16RATION TO MASS (SEE SCIEDUE ON SHEET ANCHOR 0 12" O.C.r: a� 11 FOR BLADE AND ON 4 ,r. i SHEET 19 FOR 1 EO D � ' 2" MIN., i ♦SEE UM AOONS OF USE FOR BLADE A ON SHEET 19 i(1) OR ®' •®q �a©•Oq® 1D •®a 1a v®a®•®°'®•®q a a-0•0.0-0•0•®a END CONNECTION DETAIL © O ®a0 02020 TILTECO• INC. q I DETAIL END CONNECTION DETAIL ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-O• ---------------- ------------ Df �y------ --------�� i ©OR&ROOR ®J ------- ' - OR S OR 1 OR 5 ____ OR© I ©OR®OROOR OOROOROOROOR t© VIEW Y PLAN DETAIL X END INSTALLATION 1, HV BLADE OR EB HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. FLORIDA BUDDING CODE(Hon High Velocity Hurricane Zone'. © 2020 EASTERN METAL SUPPLY. INC. BERTHA HVTM h E C O 1_m�. A S.S.A® Accordion Shutter System 1 KV. BLADE #1 W/ OR W/0 H.V. WNDOW BLADE /SIGNATURE/DATE TILUT TESTING & ENGINEERING COMPANY GM N.R. 35M S1. SW 30. %== GARDM FLOM 3316• Ph- : (305)871-1530 . ra : (305)871-1531 a 4: ult-.ft f.Wm CA-0006719 WAL70 A TILUT Jr. P.E FLORIDA Lx> / 44167 American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 tEV. H DESCRIPTION DATE DRAWN LTC UP 1 OLD 17-107 7/2/20 DATE: 7/2/2021 2 DRAWING No 20-164 3 4 6 SHEEf to OF 20 6 SCHEDULE #1 MAXIMUM SHUTTER SPAN' "L+" OR "L-" (ft.). FOR INSTALLATIONS W/ ® & ® orla or W/ ONE H.V. LOCK ® or ® or or HD LOCK ® W/ NO LOCKING RODS or CENTERMATES ® & ® W/ ONE Hv -r" LOCK ® W/TWO LOCKING RODS ® TOP & BOTTOM (SEE NOTEStit) MAMIJUM CONCRETE & WOOD INSTALLATIONS 0 WALL MOUNTING FLGDR/CEIUNG ASA DESIGN PRESSURE pJam MOUNTING (-�Vi) L+ QQ I L - (IQ L+ (1Q L- IT) 30 OR LESS 16'-O' 1 16'-0! 16'-0- ( 16'-O' 35 14--10" 14'-10' 15'-2' ) 16'-0' — 40 -- 13-10 13'-10' 14'-2'_l 15'-2"^ 45 13'-1- 11T-1- 13'-4' I 14'-3' - 50 u 12'-5' 112'-5_ 12'-8' 13'-7' 111�12'-l1- 11^-TO�J tt'-10' 12--1' __75 -_—_10'-4" 11'-1' _ 80 9'-10" 9'-10' 10'-0' 10'-9• 55 9'-6" 9'-6• 9 _9— i0 _5• _ T 105 8'-70�-T-7 110 ._-8_7 : - 125 V-:i& - __-s 8'-0' 1 8,-i52l" __ _ 6'-5" - 7'-0' ._ 8B'-l"130 _ 135 T-T I 6'-2' T-9' 7--9' 140 7--5' ' 5'-I1" 7:-7" 7•_e . —_145 _- 7'-3- _ 5'-9' 7'-5'._. 7'-l— _ 150 7'-2' 5,_7:..-7._41 7'-0.- -- 5'-5' 7'-2- 6--9' 170 .- 6'-9" 4'-11" 6'-11" 6'-2' _ 185 -190 4'-6' - _6'-5" 6'-4' 4'-5' 6'-6" 5'-6" 195 -6'-3" 4'-3" _ 6'-5" _ . 5 -3:_ 8•-2-- 4,-2•_ 8•_4" _ 205 SCHEDULE #2 MAXIMUM SHUTTER SPAN* "L+" OR "L-- (ft.) FOR INSTALLATIONS W/ PSI PEMMERA & �7 ONE HV LOCK Qq or ® or W/ NO LOCKING RODS (SEE NOTES t, It) CONCRETE & WOOD MAX71" AS0. GISDN NSTN h FJr+ WAIL MOUNTING PRESSURE RATING 6,0•) (-) & FI.ODR/CELLLNG MOUNTING L i . (fl) L -_ 30 16'-0- I 16'-0- _ 35 14'-10' 14'-10' _ 40 45 13'-1- 13'-1 50_-_ - 12'-5' 12'-5' 55 11'-10' 11'-10' - 60 1V-4" - 111_4•- 65 _ 70 ._' 10•_6. •__10._8�_• 75 — 80 W-10' W-10' _ 85 9'-6" _- 9'-6' _ 95 .._ 9'-01 8._9. _ _ 8'-9- e'-4- ' - T-tt' 6'-4" 1 7-7' �120 8--0- _ 6'-t 1—_ 125 6'-8-- 7'-10' 130-- -'-7•-B''— 6,-5" 145 7-3' _ 155 7'-0' 5'-5" _ 160 _.._ 6'-1t' 5'-2" 165 170 175 W-7" 4--9' �- -_--195 6'-3" -- 200 205 8'-t" MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) INSTALLATIONS W M A 1 & & W/ ONE HV LOCKS OR W/ NO LOCKING RODS (VALID FOR MOUNTING 11 SHEET 7) MAXIM CONCRETE a .O Olygv INSTALLATIONS FLOOR/CEDING MOU M OR FLOO ALL MOUNTING C. OR -) 30 16'-0" 16'-0' ^ 35 15'-2: t t.. 16'-10" 40 14•-2• -1-- 15,-2• _ 45 13''-4' -_ _ W--3- _ _ ---50 12'-3" IJ'_I' _ 55 11'-1" - 11'-11' ��-10'-11" 60 _ 10'-2'- _ 65 9'-5' - 10'-l" _._ —_I_.-_, INSTALA11ON LEGEND CONCRETE & WOOD MANSORY WALL A, B. C. D. E. M. N. 0, P, 0, MOUNTING F. K & L R. S, & V. FLOOR/CEIUNG MOUNTING C, H, 1, 11, J T. U. W & X & M 0 MAXIMUM SHUTTER SPAN -I+- OR 'L-' FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 PSf. A.S.O. DESIGN PRESSURE RATING. t ITV CORNER CENIERMATE B3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION B2 NOTE d5, SHEET 5. t 1 EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+' OR 'L AND MAt(M.UM A.S.D. DESING PRESSURE RATING FOR INSTALLATIONS IWO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. AND B'-O" SPAN. SEE MOUNTING MOON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" n HV BLADE I�WF II (( ?'��c Ilfr/r7j 2, 02D20 TILTEOD. INC. IL E C O uac. N0. . a STA (� "'Y1S//)AI 1 OF �� - TINT TESTING & ENGINEERING COMPANY BTS1 &W. 36N. St. St. 706, Yi MVA GA®:N$ RD=A 33 Phone : (305)871-1530. I-: (305)871-1531 WALTTR A TOUT Jr. P.E.'" FLORIDA U. 0 44107 ` A.' ` \1N...............- i...� American Shuffer Systems Association. Inc. 4268 Westrcads Drive West Palm Beach; FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A5.0. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEUNG: GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 'L-- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: LI+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RAYING: DETERMINE: Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX SPAN FOR FLOOR/CEUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO III. - MINIMUM BETWEEN "Ll+". "L2+". 11-" AND "L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. ligh Velocity Hurricane EASTERN METAL SUPPLY. INC. ®�nrrnw nenA Accordion Shutter System H.V. BADE #1 W/ OR W/0 H.V. 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E- : (305)871-1531 •-ma9: U7lemO4d.mm ''/ S�ONAI WALLIER A TI Ur Jr. P.E. �? r•, 7rin.,er, ,.,.- n..� FLORIDA Um j f4767 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 • SEE UMITATIONS OF USE FOR BLADE ® ON SHEET 19 (1� HV BLADE OR n HV BLADE W/ 1A HV WINDOW BLADE WORKING IN UNISON AwSwIS . American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 In High Velocity Hurricane 2020 EASTERN METAL SUPPLY. INC. Yrn ■ "0% n r TM Accordion Shutter System )LV. BLADE #1 W/ OR W/O KV. WINDOW IXADE UIWING No 20-164 MOUNTINGS E 0. & H ON SN1303 6 & POURED COIC@TVICONC107E [TOOT POURED CONCRETE MUMN (E)WALL SILL MOUNTING ©CEILING MOUNTING ©FLOOR MOUNTING NIN A DM9I-xffANE EliFS97tS WIIDI9 r kSIL DIMON NIEKINE PFI•SSME RA6a S➢. 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B fa f 10 6 12 - _ - - _I-- - 1J !93 ,14 jlas 6.5 7 5 Ss - = - - -_ - __ - .05 „ 7 7.5 ; 5 es 55, S I l.S 4 4S 3 - = _ = - - - - 11 tr 7 8 4.5 5.5 3S 4.5 - - -_ - 115 8' - 12 B 6 - - AS T 4-1 15'-0' 14 . - _- - .- - ._. - - - - - 115 10 6.6 _-- 9 = a5 65 4 -', - - - 65 SCO 10.5 8 5 ---- - 95 6 4 -i- -1= 7 - e - - - _ - _i^ 1 - - N _ (- _ 1SeL5 125 ! 9.d 6 s31-!_ �B 4_ I 44 - I_- 1 - -9 654514 -_ - - - 10 75 S�_0 -g 795 =..1. - - - - - 95 7 5 -- - 1 - _- - - 8 6 - c .No. 4467 ANCHORS SPAdNC LPT-cAB TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL LLPO-SET I BLUE TAP W/ CAP TAP TAPPER+ • 5£E1111TA. OF USE FOR B.0 Q90N SNEP7 19 1) HV BLADE OR (1) HV BLADE W,[ IN HV WINDOW BLADE WORKING IN UNISON b 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS (A) TO DUSTING POURED CONCRETE': (MI& rC - 3 kM) 1/4-0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LTW. BUILDE%. (MI.. re = 3 Id) - 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED Br ALL POWs SCREW. BOLT & SPECIALTY COMPANY. (W.. rc = 3 by 1/4-0 BLUE TAP CONCRETE ANCHORS W1 CAP AS MANUFACTURED 1/4.0 TAPPER+ ANCHORS MANUFACTURED BY DEWA.T.IC. AND DISTRIBUTED BYALL POINTS SCREW` BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED UCENSED OR AINWM M VENDOR REGISTERED WITH THE AAERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. rt - 3 Ills) NOTES: At) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED TIMADFORM 7ECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4', AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/27. A2) MINIMUM EMBEDMENT OF 1/4b x 3/4' ALL POINTS SOUD-SEr ANCHORS SFULLL BE 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW USED SHAD. BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINMUM FOR WALLS WITH NO STUCCO. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE DINING WALL OR FLOOR, ANCHORS SHAD. BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SWILL BE AS DIDICA70 ON NOTES At) & A2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EtFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR WSTALlATION INTO EFS WITH META. STUDS SEE SHEET 2D. (B) TO DUSTING CONCRETE BLOCI(- (ASTU C-90) 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREIDFDRM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUMEX. 1/4'0 x 3/4' ALL POINTS SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORZED VENDOR REGISTERED WITH THE ALERICAN SHUTTER SYSTDAS ASSOCIATION, INC. NOTES 9.7) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AM TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS IS 1'. B.2) MINIMUM EMBEDMENT OF 1/470 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLACK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO OAST. AND I' MINIMUM FOR WAUS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE DOSING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES ELI) & E 2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGUSEER FOR INSTALLATION INTO OFS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL. BE INSTALLED FDLLOWNG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE P.1 VICE V $US SPACINrS;C(IE_DULE FOR ANCHO --; MAIaMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BODY/. FOR E. D. LESS DUW THE INDICATED. REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SNFLLL NO7 BE LF55 THAV MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE FACTOR ACTUAL EDGE DICrANCE TAPCON WITH ADVANCED TAP7NRPCON OFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ CAP TAPPER + MN. SPACING F.D. MN. SPACING - 3' MIN. SPACING - 3- MIN. SPACING - 3 1/2- MIN. SPACING - 3' 3 3/4' 4' ?CURED CONCRETE & CONCRETE K P01EiD 0@IIiE1E 1@L E0.3 1/Y @[7ZDE HOC( IDE ED.•2 1/2' POURED CONCRETE & tOL EM-3CONCRETE � POURED CONCRETE & CONCRETE NB,J� POURED CO OVE MIL M-31 Y OOdA6E HOIX IBR. FD •2 1/Y _ 3• 1.0 0_.90 _ 0.81 _ 1.0 0.78 t o 0." 1.0 1.0� - _ _ O.67 1.0 ILSI 02020 111TEC0. INC. �-CO, TILUT TESTING & ENGINEERING COMPANY 6333 N.B. 36UL SL St& 303. VINUM GARDIUM FIOBDA 33 Phone : (305)871-1530 . Fcx : (305)571-1531 -IL Ct-ftol CA-00067,9 WALTER A TILUT Jr. P.E. FLORIDA Uc. f 44167 AwSES®A , American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Hurricane Cr72020 EASTERN METAL SUPPLY. INC. BERTHA HW., Accordion Shutter System H.V. wx #1 W/ CR W/o H.V. 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INC. �GEAI � Z:TT C�O,,c No. 44" = � fl STATE F "/J ^' TILLIT TESTING & ENGINEERING COMPANY a= NAR J67k St, St- 303, V .LRr M GJAD1S. RpeM 331 . 0-R,R. Phone : (305)871-1530 . F- : (J0.5)871-1531 a-mal: G1ta411ool.cem `FAT StONAL \ /CI( NATIIRF/WATT ALM U QT14{,P. ANCHORS SPACING I EGENO w RVANCEDHNOLOGYup—sEr MANCHORCATIONSEET 13 0 VALID ONLY FOR UP TO +70, -75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3. SHEET 11 HV BLADE ONLY tLUXIDA BUILDING CODE (Non High Velocity Hurricane Zone Aw S, S.A. American Shutter Systems AssoclatIon/ Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ® 2020 EASTERN MEr& SUPPLY, LNG BERTHA HVTM Accordion Shutter System H.V. BADE #1 W/ OR W/0 Kv. WINDOW MADE , N oE50R�naR DAIT CZ;W RY: M.v , OLD 17-107 /2/2 WR 7 2/2020 1 J DRAWING No 2.0-164 4 MAXIMUM AS.D. DESIGN PRESSURE RATING .s.f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in) c_CHEDULE FOR A GIM MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16 & 17). cE3 LJ EEB !� T RAT E- SOUTHERN PINE No. 2 W t!IN. G=0.55, / SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MW. COX SOUTHERN IN a 2 W/ HEN. G=0S5, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD 6j� WOR W/ W/ MIN. G=0.43 W1 MIN: G=0.36 mAwwm SPAN (N WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS WALL MOUNTNGS CEILING MOUNT T FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS M. N, 0 & R W& X M. N. 0 & R W& X M, N, 0 & R W& X P& 0 S& V S& V S& V w. 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ANCHORS TO WAIL. FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3. SUBSTRATE SHALL CONSIM OF THE FOLLOWING: -SOUTHERN PINE NO. 2 W/ G-0.55 OLILS) - 1/4o TAPCON ANCHORS, AS MANUFACTURED BY LT.W. BIRLDDC W/ MRUMUM 011BEDMENT AS PAICATED AT -D000LAS FIR W/ G"O`.A EACH SECTION ON SHEETS 16 & 17. -SPRUCE PINE FIR NORTH W/ G-0.43 (N.D.&) EXCEPTION: SEE NOTE 2 BELOW. -SPRUCE PIKE FIR SOUTH W/ G"0.36 (N.DS.) -NON. 1/2' COX PLYWOOD (1986 APA) 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TKU 'TYPE U. SHEET 17 AND SHALL CONSIST GF LAG SCREWS AS PER NDS 2018 SPEOFTCATDNS. 4. ANCHORS SKULL BE INSTALLED FOLLOWING ALL OF THE RFLOIOaNDAI0NS AND SPECIFICATIONS OF 1HE ANCHOR'S MANUFACARER. 'oA HTj (%T,''oo 02020 nLTEco, INC. \G � IL EMQI@le. 1J0. 44167 * - TFUUT TESTING & ENGINEERING COMPANY it STATE F / SM N.W. 361n. St. Ste. 311% NROU GAIRDENS. FLORIDA 33 Phan Faa s /` , : (305)871-, Wt . : (305)871-1531 mtecamawsam '•. is p LOIN o-maC �w Goos7ls W k«6DA a # 44167 ........ ..,.� A.S.S.A� American Shutter Syatema Aaaoclation, Inc. 4268 Westraads Drive West Palm Beach. FL 33407 CODE(Non High Velocity Hurricane Zon1 02020 EASTERI METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BADE 01 W/ OR W/O H.V. WINDW BUIDE (AWING No 20-164 ,-WALL FINISH J 1/4'0 TAPCON OR •.` TAPCON WITH ADVANCED �...j I THREADFORM TECHNOLOGY I W/ 1 1/2- Min. PENETRATION OF THREADED AREA TO i J EXISTING WOOD HEADER. ` 1 \ (SEE SCHEDULE ON SHEET 15) S •tll�l4l i fit---! EXISHNG MIN. �- 2"x4" WOOD I j 1 I HEADER REQUIRED EXISTING (I WL SEPARATION GLASS--y I TO GAS (SEE t-- SUEDULE ON SHEET 1 11 FOR SLAM WARD ON SHEET 19 FOR e 1 OM HV WALL HEADER INSTALLATION EXISTING�T 2 i4• CON E MIN'CHSEPARATION TO GLASStill, WOOD PLATE (�SEDULE ON SHEET 11REO'D. -I N -EXISTING PLYWOOD WITH SEC WALL FLASH OR ®* 2'x4' CONT. m u 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING HEADER. (SEE SONEDULF ON SHEET 15) 1/4 O-2Ox3/4' S.S. MACHINE SCREWS W/ 1/4'-20 NUTS 1" Min .'j0 12' O.C. EOz41 s �t�nrtrgt itt fil I+ r 1 1 1 1� I t� 1�! I Ai z. T c`1 it_ I HJN � '. \. V'OPTIDNAL -WALLFINISH EXISTING M. W 4 '- 2'x4' WOOD B HEADER REQUIRED 111 Y I ( 1`—o! EXISTING J__MIN. SEPARATION TO GLASS GLASS —'I (SEE SCHEDULE ON SHEET II) - ._ _Tr ON HV WALL HEADER INSTALLATION 3 ' API. SEPARATION TO CLASS 1-• --�-'- MIN. SEPARATION TO GLASS -- i -- - I`- 1J', TING (SEE SCHEDULE oN SHEET 11)-- -- - yJEI' C DIM�N �(sEE SCHEDULE ON SHEET II)- -- 2 I < t 1/4'0-20x3/4' SS. I e 1 6 USINGI 1/4�-20 NUTS T 0 12' O.C. - _ /4%-20x3/4- S.S. MACHINE SCREAMS W/ 1 4'-20 NUTS o 12'-. • ��I >... --CR18 1 IdN. SEPARA1IDV I ToGtAss (SEE 1 T- (f)OR IT FOR RIADE (D - —_-] 1 ON SHEET 19 FOR fl EXISTING / RAGES 0&( j CLASS—§ _ I )t ♦ _— gllillll{1{{t { _ - n �I � 1 1%4'0 TAPCON OR TAPCON WITH ADVANCED 11 •,}-• '`i`"`l '� t I H •,l� << 7HREAOFORM TECHNOLOGY W i 1 2' 1 Min. PENETRATION OF THREADED AREA TO I H• .ti I� 1 ' •,I L� EXISTING WOOD HEADER i (SEE SCHEDULE ON SHEET 15) 2'x4' CONT. SILL PLATE REWD. WOOD PLATE 1t 1 III f I I ' REO'D. ' I { ll( it i=-- --1 Eo- i EO- O -. fltt\\\Ltll1 1_ED--.EO. I ° f• 1� ' •--•-1' Min. j ��� 1' Min. ` t i 1/4'0 TAPCON OR TAPCON WITH ADVANCED 11 ,' •y I I T. ZIDFORM TECHNOLOGY W 1/4'D TAPCON OR TAPCON WITH ADVANCED I ' 2 x4` CONT• Nin. PENETRATION OF THREADED Al 1/2- THREADFORM TECHNOLOGY W/ 1/2` -- _ _ �• il •'�.,• 1/4'0 TAPCON OR T SILL PLATE I; r�=.t EXISTING WOOD HEADER Min. PENETRATION OF i1RRFJU)ED AREA 9Ri0 PLYWOOD - '1- TgpCON WITH ADVANCED IN-� SHEET 4 FOR TYPICAL 1 REO•D' (SEE SCHEDULE ON SHEET 15 •• (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2'x4' 1/2' MIN. CD� THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. _ •,ice±,,;��'` -- WALL FINISH ) STUDS O 16' O.C. NAX,_ PLYWOOD REO'D. W/ 1/2' Min, PENETRATION OF 2-MOUNTING SECTIONS CAN DE - - 1/2' MIN. CDX PLYWOOD REO'0. To WALL FIEUf THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO 2 x4` STUDS a 16' O.C. MAX. REO'D. ATTACHED TO�STUDS BE ­ (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. R NY WALL SILL INSTALLATION IE ATTACHED TO STUDS 1N ACCORDANCE ACCORDANCE W(IH 23D8 OF THE F.B.C. SECTION 2308 OF THE ©yY_ WALL SILL INSTALLATION ♦ SEE ATIONS OF USE OF SILL INSTALLATION F.B.C. RIADE I�A ON SHEET 19 _.... _._ i NO.441 f STATE 0, qORIO 02020 TiLTECO, INC. 11 E C ® 1MC. TILLIT TESTING r!; ENGINEERING COMPANY a= N.W. 36t4 St, Sta DDT, VIRGINIA, GMt0W. R"'"A'3 Plrone : (305)871-1530 . Fox : (3M5)s71-1531 e--1 tilt—Onni.— CA-GODM719 WALTER A TILUT Jr. P.0 FLORIOA U. 0 44167 A.S.S.A. American Shutter Systems Assoclatton, Inc. 4268 Westroods Drive West Palm Becch, FL 33407 CME(Non High Velocity Hurricane Zonl ® 2020 EASTERN METAL SUPPLY, INC. BERTHA M V TL, Accordion Shutter System KV_ 9A X #1 W/ CR W/O H.V. IW=N WX ?AWING No 20-164 ,-WALL FINISH SPAN & DESIGN LOAD FOR° INSI -• 1/4.0 TAPCON OR �' r j TAPCON ;WM ADVANCED THREADFORM TECHNOLOGY 4'x8' (Min) EXISTING WOOD BTNd REQUIRED. W/ 1 1/2- Min. PENETRATION OF 71 1/2 AREA TO 1' 1/4'0-20x3/4' S.S. PHILUPS TRUSS HEAD STRUCTURAL ADEOUACY - OF EXISTING WOOD BEAM TO BE CERTIFIED EXMNG WOOD HEADF31. (SEE SCHEDULE ON SHEEP 15) J-'�- j TyMJ 1/4INE SCORLNU S '- BY RARCHITEECT PRIOR TO OF rd 1-•EO-II�E�I ® 12° D.C. SHUTTER INSTALLATION. j � i 11 iV• `I j PTTONAL }J L1j- EXISTING MIN 25k4' F EXtONG--4 HEADER REO'D I CLASS_ MIN. SEPARATION TO GLASS —(SEE SCHEDULE ON SHELF 11) (S)HV WALL HEADER INSTALLATION ,-SEE SHEET IU 4 FOR TYPICAL STTOR ASSEMBLY 2-MOUNTING SECTIONS CAN BE COUICRED IN ANY WAY To SUIT ANY DWALLTTION. I MIN. SEPARanoN TD GASS �� �---------(SEE SCHEDULE ON SHELF EXISTING GLASS O A F1 1 r.-:1•: C? w, WALL-, FINISH,, - "iiil►� r ,1'I M2'x4' CUNT_ i? SILL PLATE SRED'D. r f Y 1/4-0 TAPCON OR ______ 15 TAPCON WITH ADVANCED r'� ; \` �� • '--___. + ( .257• THREADFORM TECHNOLOGY (I'1 Mox. W/ 1 1/2- M, PENETRATION ! _ J OF THREADED AREA TO EO� -,EO -, f Ir 11413/4 -_- -i EXISTING WOOD HEADER. C I (SEE SCHEDULE ON SHEET 15) 1 '3 1 •j ._7 ..EN HOLE AT EACH -. r EXISTING I g STUD TO ACCEPT GLASS P ,11-0OR 5/16'0 LAG SCREW j AT CENTER OF TUBE. I I m ass ' E)aSTINc � �, sF�, SCKB= ON MAN _ ITOON SHM �Lsm" 0I CH arap' OT HV CEILING INSTALLATION -�— h I %somXE�OB 9Mg"NffLT - Q OR EXISTING ') 1t 0R 8!D<ORiI CLASS I a s+aT 19 Ew j 1 , I II ; ALTERNATE p, . J ANCHOR t �j' -- i LOCATION !1 OF APPLICABLE) EXISTING WOOD TRUSSES OR 2' _ _ . i RAFTER 0 24' D.C. REQUIRED EXISTING SOFFIT ' 1 . _3/4' Max. THK. 1'x4'xl/B' COM_ ALUM. TUBE (6063-T6 ALLOY) W/ 13 15 (3)5/16'0 LAG SCRL-YNS TO or or EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT 1 MIDWIDTH OF EXISTING WOOD MEMBER, (2- Mir- NOMINAL WIDTH) W/ 2' Ma,. PENETRATION OF THREADED AREA. VALE) FOR ( INSTALLATIONS WDTI 72ps( MAX. A.S.D. DESIGN LOAD AND 9'-0' MAX SPAN_ THIS I ry INSTALLATION IS ONLY VALID FOR WOOD W/ UIN. SPECIFIC 1 GRAVITY OF 0.50 AS DOUGLAS ^ �J OR 0* MR OR SOUTHERN PINE No. 2. OR EQUAL --- I --- I� MIN. SEPARATION I TO GLASS t(SEE SCHEDULE I I O I ON SHEET 11) I I I I I 1 I I _ EXSTING � �jI .1• I I I ®1Ox3 4- HEX © +O _ - I I II I • - 27x6- MIN. W00 Max. CREWS HEAD TEK (NO FAH IRED Z1fi' MIN. WOOD--]-,,_ \n, ;i DECK REQUIRED (NO ALLOWED) • y qq it _ ED -EtTI 1/4 0-2Cx3/44 S.S. FINISH ALLOWED) _ - -'- --- _EDGE EDGE OF DECK-' �_=_--t---' _- S 1 �- __. �- IF APPLICABLE _ J;--' - 5 -_-------- DECK IF -� . _-..- _ EDGE LI DECK •-- "�_- �.��- � -_ ____ APPLICABLE � --` _=- ---_�--- iF APPLICABLE - 1/$0 TAPCON OR ` PHIWPS TRUSS HEAD-- _ _ �'-�--__-""`+� '_-"�- _ _ _ _ __ j-' -_.- -yt--- �;___. - TAPCON WITH ADVANCED MACHINE SCREWS TECHNOLOGY W/ NUTS _ _ — ....____ 7 1/4'0 TAPCON OR TAPCON WITH ADVANCED 1'THI W/ 1 1FORM W/ 1 1/2' MFn. PENETRATION ®12' O.C. 2' D.C. OF THREADED AREA TO 1/4-0 TAPCON OR TAPCON WITH ADVANCED 7HRFADfORM- THREADFORM TECHNOLOGY W/ 1 1 2 Min. - 2' MIN. - •- -2- MiN. PENETRATION OF THREADED / - 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 SHELF 15) • SLAB LWRAlIdYS aF USE FOR SCHEDULE ON SHEET 15) Q.HV WALK —OVER INSTALLATION �V HV WALL SILL INSTALLATION BLADE IA ON SHEET 19 WO,HV FLOOR INSTALLATION FLORIDA 6UILDING CODE (Non High Velocity Hurricane Zone ` (((111111W1) q MIA,' 02020 TTLTECO, INC. m 2020 EASTERN METAL SUPPLY, INC. Q7 V TM��°ENS .BERTHA ir*No*.*40 L O N c Ae Accordion Shutter System 7/ ' = — _ eAa KV. RAM #1 W/ OR W/O RV WMW BLADE o'• STATE 0 ';9�,e� .FLOR1� NAL :� ��`� •\C� N'.0``crel .�,n.,-,nr.n.r.- TILLIT TESTING k ENGINEERING COMPANY 635s N L 34U. SL. Sea. 305. YJuwu G,RDEEs• nmaDA 331f : (305)371-1530 . F Phase F. : (305)871-1531 .-moeGO�M 9— WALTER A TALIr Jr. P.E. FLORIDA U. 1 441E7 American Shuftor Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ey, N DESCRIPTION DATE DRAWN BY. MP I OLD T7-107 /z/ DATE 7/2/zD2L 2 DRAWING No iO— 64 .., .,-.-.. 3 4 s END INSTALLATIONS CID HV BLADE OR _1 WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS - aA 2'AV IM WOOD STUDS REQD. WGGo N N STUDS MU Z WOOD SrUDS.- 2'XV WL (AS APPLICOGLE) V M IT= STUDS. (AS A-UCASLE) E705TUA3 GLASS- PLYA000 IF NO EEMMING CLASS Al �Mvwc aus STUDS ow AM PLYM03- I UDL Cox STUDS OR W/ M I PARG" 10115�G GLASS SCHEIRKE 01 SHEET 11 FUR ELAPE 1/2' 01 11 9W 1ev . FIR ON slat PLYWOOD, *I SW 19 FOr �SUAVEII)AND I 0, 0.0 AWL CLOSER PLYjMW. SLAMSO&O C. w 1. = I 1/2Y�L SHM 9 FOR lwe LT BAMED&O 11 t OF -USE Vr" ­6 D.C. JIM1112' S&S. - C. 4am W �4 - 43=z AT SEE DUAL X Rn 03 SIDE CO�' 4�j SEE DRAT. X To TRAM SEE DUAL X M_' SIDE CCNNWM •SVE DMIEC710.4 TO TPACKS TO TPA END CONNECTION [)UAIt. (7) END CONNECTION DETAIL (4) END CONNECTION DETAIL (9) JEND CONNECTION DETAIL .Sn=• REMERED O.VLy M SPANS GIMM �2'-W 2"=,=, T� ANCHORS- - � #1GA1/ZS3AS p 4 T DGDTw1w a 12' D.C. PDMMTM a 12 'Gt C' W& MAW= 2: 04. I/e Ux TO- (4, SEE LIMITATIONS OF USE FOR CAN SUIAIVM -&a BLADE @ON SHEET 19 1.19R� (DAM 19 FOR MACM(ID&O QNS 1/2.L�T­L� Ifmuz= ry. - , - I < 7 01 R go .4 01 27W M "GGG WALL @C7@CRBCfl(13 VIEW STUDS RED D. - nNS" Rim @2 @ QUAIL X END CONNECTION DETAIL (0 END CONNECTION DETAIL (12) ...... • FLORIDA BUILD] CODE(Non High Velocity Hurricane Zone: g'�'g'K.......02020 TrLTECO, INC.02020 EASTERN mETAL suppLy, INC. ... BERTHA HVT)A z Accordion Shutter System 0.44167 ' 'r c �M, im �c A.S.S.A. KV. MAM #1 W/ OR W10 KV. WINDOW MADE American /Iri ME STATE OF TIWT TESTING & ENGINEERING COMPANY ;huffer Systems EX W DESCUMON DATE DRAWN BY.- 1U.P Association In- e355 N.W. 36UL SL, S1,. 3A V2GM GARDONS, FLOFMA 3316t 1 OLD 17-107 7/2/20Z DATE: 7 2020 Phone : (30)871-1530 . Fax : (305)871-1531 4268 Westroods 4Wive 2 Uft ..a..— West Palm Beach, FL33407 3 DRAWING No CA-OW6719 WALTM A. TQLff Jr. P.E. 4 20-164 FLOFM Uc. 9 "167 5 SHEET 6 18 OF 20 1� 13 1 � 16+2G-- TYP. EA. END MAX. 5 WINDOWS ALLOWED 'AT ,N °u3 WINDOW BLADE O fn 1 SEE END CONNECTION ' DETAILS ON SHEETS' 10 & 18 TYP. I r FULL HEIGHT. — z 2 _L -ii u�ls pia i ®�® > C� � " 135`-' Era Toa &'I�arioM �'�`"�•'�A -UNLIMITED W1DRF'-__,.- _.___ .__Y�_. ELEVATION AM MPAM11ON To LASS . NSFE SdGDUIE ON SHEET 11 MR -BLADE (D -------------- NG GLJ�SS L------'__-- AND ON THIS SHE, FOR BLADES Q&@ 7 .-- ------------- - - - - - - TYP. SYNM (CAL CENTERNATES W/ 2 OR �ISI.AND W/0 Is NOTE 4 ABOVE)— TYPICAL 11 ) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE U SHUTTER* N.T.S. 02020 nurco. INC. No. �L E�COae. Tr: d : * %�/ �o STATE 0 7� _ = v /� TILLR TESTING $ ENGINEERING COMPANY ass N.W. 36IA SIN., S 4 303. VIMM GARIQS. 11ORIDA 33 f 'CC • �ORlD '�� Plane : (305)I371-1530 . Fax: (305)871-1531 a-Gw6: wMscc000Lcan '�� / O AK .�: \\\\ WALTER A 7IUR J, P.E. ►1RmnM p.l . SEAL/SIGNATURE/DATE FLORIDA U. s 44167 1. MAY A.SD. DESIGN PRESSURE RATING: +110, - 110 pcJ. 2. MAY SHUTTER SPAN: 96• A ALLOWED MOUNTINGS: A, D, G & H ON SHEETS 6. 7; AS WELL AS MOUNDNGS M. O. T. U & W ON SHEETS 16 & 17. ONLY GEMERMATESU &%- W/ 4 OR Q1 ARE ALLOWED WTIN 21 EN1EftM ED IN A SYM OR G IA UT. IN CASE OF DPPC NG MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF C 5. (A) HV WINDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3-9 HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHEET 4. (8) MIN. CLEARANCE FROM TOP OR BOITOU EDGE OF HV WINDOW BLADE 1� OF ANY 3.0 HOLE FOR 14 SHALL BE 127. (C) FIRST OR UST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BANE kw (0) HV WINDOW BLADE tO MUST BE USED ALTERNATE TO A SOLID NV BIDE iD THROUGHOUT SHUTTER'S WIDTH. (E) CE TES SHALL ALWAYS BE INSTALLED ADJACENT TO A SCUD HV BLADE 1 AT EITHER SIDE OF THEM. (F) POLYGRMBONA7E HV WINDOW ® SMALL BE INSTALLED SO TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW MUSE BE ONLY (STALED AND LOCHED USING A HV SETTING TOOL PROWD BY ASSA. INC. & SEE ANCHOR SPACING SCHEDULE FOR DNSTALURONS INTO WOOD FRAME BUILDINGS ON SHEET 15, AS UNITED BY SPAN AND DESIGN LEAD (SEE NOTES 7 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 8. MRDMUM SEPARATION TO CLASS SCHEDULE, PER ASTM E-1996: WIND ZONE MI@NUM SEPARATION TO CUSS 1 7HRU 3 1• 4 6.26 Lw:sz o5ei i \ 4 / AnSmvSwA■ American Shutter Systems Aaaoclotion, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 Non High Velocity Hurricane ® 2020 EASTERN METAL SUPPLY. INC. G T R7 ■ ■ 10 -G n - TM Accordion Shutter System HV. RADE 01 W/ OR W/O KV. WK M IMAX ?AWING No 20-164 We 1 1/2•x 0.035' 1E6CK Arid• Min. ASY VAPoES•' ) A-653 GRADE 4D Min. 0-60 CALV. STEEL �; y - 2.: •u9x-:.� METAL STUDS AT 16' O.C. I- ci Lj 1/2 ` 6 1/45, 0.035 Twat Mi. i 43c ! 430 �T . :RLV. STEEL TRACK CHANNEL I O 6. O.C. O 6' O.C. -653 GRADE 40 M". G-60 I , n� EED FASTENED TO STUDS NISH FlCABLE 39 I,& EXTERIOR FACEi irAS APPU I EXISTING GLASS—i MIN. SEPARATION TO GLASS (SEE SCHEDULE) -- ( W1 3 15, 6 1/4'x 0.035• T . GALV. STEEL TRACK i I ASTM A-633 GRADE 40 Ma W%V(2 06. �TEX ED SCRC 11:01OR & EXTERIOR FACE I 67x 1 1/21 0.035 Min. ASIM A-653 f Min. G-60 GI1LV. S METAL STUDS AT 11 IM EXISTING FINISH ,AS APPLICABLE d3c 11 1 - 430 INTO METAL STUD WALLS * * GENERAL UMRAj1ONS AND CONDITIONS OF USE - FOR BERTHA (1) HV BLADE ACCOR010N SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (PSf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT -EXTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. < ® 6 O.C. , 0 6 O.C. a o1 '`"- • >�. • .' BLADE SLACK DETAIL HVF IS ALSO VALID FOR ^.'j h -- 1/2- CENTERMATE 21 APPLICATION WITH BLADE 1Q 12 I ° 43b aCK)E 40 ; '<CvaRIEs: i ®6" O.C. '• ) MS WALL HEADER/SILL INSTALLATION RMATES ©1-12,000• Max. �-0 " ®1/4"o NOMINAL A_ UMINUM SLEEVE 6063-75 ALLOY SEPARATION TO GLASS SCHEDULE .9 _3.000•�� L Max. WIND ZONE MINIMUM ASIM E-1996 SEPARATION TO GLASS 1 THRU 3 1' 4 4" EXISTING FINISH AS APPLICABLE t (IYP. TGP & BOTTOM) •-ETaSDNG CLASS 43a 43b 43c ;�>. • .1 '" ;': SYMMETRYCAL :_. i- _.. ; ; _ :,.:.::. , ::..:.. '; •.' :"':" i ;:-CENTERMATES W/ i ;.EXTERIOR ACCESS SIDE: 6' (fYP.) - ---- --- - I I -- J i.:. ..:. i t i .; SYMMETRYCAL .i MINSEPARATON,VAE:5:•. W/.'".CENTERMATES To GLASS • 2 (SEE SCHEDULE):Max_INTERIOR ACCESS SDE.:i j•::..1:• :d.. -.: "A38)(6" Min.) r 43e LENGTH + 1' ® I4"0-20a. BOLT MUST PENETRATE 3c 1' 1.373"-( a) 250 -IQj� ^ 05�0' m -1/4.0-20 THREADS ®c 1 /4"0 ELCO CONSTRUCTION PRODUCTS FAR—LOK HD COMPONENTS SCALE: 3/8"= 1' 1 3/4'x 6 1/4N 0.035' THICK Min JCONT. GALV. STEEL TRACK CHANNEL. ASTM A-653 GR ADE 40 Min. G-60 GALVANQED FASTENED TO STUDS it, W/ (2) 86x1/2' TEK SCREWS ON INTERIOR & EXTERIOR FACE (40 r---- A * 1 - 'L z) 21 21 = �- 21 I -� LOCATED AT 122 ----'�---••--- ---- • i 1 -- _ _-+ �__ NV HEADER/SILL ENDS - --- - - - s-- _= - ® 1 2 r37 3 t/4' (Igp•)-- i (6''in .) _ __._ ,- 24 SIDE CONNEEW YTO TRACK (Cont.) -_-- 6 1/2" (T7P•)_ . _ _-_ .-_ _y._.-. _ __ ----T • �' -�.._ 6 1/2' MAX. STACK #Ik__ BLADE SLACK DETAIL HVF EVC 111 tli RORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone �{ a 02020 TILTECO. INC ©2020 EASTERN METAL SUPPLY, INC. r`• A��i cn BERTHA HVTM F �s��v7a�® Accordion Shutter System H.v aADE #1 w/ OR w/o H.v WINDOW aaDE — American Shutter Systems * -' STATE F * TILLIT TESTING &ENGINEERING COMPANY Y °• H D6CNaPi1DN DATE DRAWN BC ILP ��� 6`s.' Kw. 35 Sa St.- W3, VNcwA GARODS. ROOM 3316 Association, Inc. I OLD T7-1O7 /2/z DATE: 7/2/2020 'Q ••, Phone : (3o5)B71-1530 . Fax: (305)871-1531 4268 Westroods Drive 2 O,�Fp• F(OR I P :`��A .-maa: Vt�000uoLcom West Palm Beach, FL 33407 a DRAWING Noo+ ''•"•••' •' ` WALTER 'nUJTT1Jr. P.F- 4 20-164 �41 %um IRS`\\SEAL/SIGNATURE/DATE �+mA Ik. s 4a6T e SHEET20 OF 20