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HomeMy WebLinkAboutProduct Approval (2) Business & Professional Regulatiot? ' . SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links "i✓71,I1C � � (A��� Product Approval USER:Public User Product AWK2yAl Menu>Product or Application Search>Application List>Application Detail FL# FL389-R10 Application Type Revision Code Version <020 1 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email G0 Category LAccord)io te `�� Subcategory 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 the Walter A..TIIIIt,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 2/31/2021 Validated By 7ohn-#enr—Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence i-1-389 R10 COI COI ASSA BL.AQ-', _p!jf Ff_389 R10 CnI%QI ASSA BLADEI 2.pdf FL389 RL0 CDI COI ASSA BLADF3_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 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(top 3-(Non-HVHZ)-Drwg 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADES.pdf 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 Rip 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 W-11"for 62 psf,W-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 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 RIO II DRWINLG ASSA BLADEI.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 Evaluatlon Reports Other: Large missile level"D". Max. Span Is 16'-0"for 30 p.s.f FL3&9 R11 Hf_PER ASSA BLADE].�d negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes 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(top COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ: No FL389 R10 II DRW ASSA BLADE1 ? pdf 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 FL-192-R10AL PLR ASSA BLADEI Lpdf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.QQypght 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click hem. Product Approval Accepts: ElEr-71 ® fCtK (,re(.1ik(arcl Safe GENERAL NOTES: 1 BMW H-V.ACCORDION SHUTTER SYSTEM SHOWN ON INS PRODUCT EVALUATION DOCUMENT(P.ED)HAS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE WITH THE 2=(7%EDNgN)OF THE FLORIDA BUILDING CODE.THIS ACCORDION$MUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SWILL OF DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.6.5, USING ASTE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (ASH.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO AS.D.DESIGN WIND LOADS AREA 1; HV BLADES(D dt w BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.0)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 JW USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER A WINO OURATION FACTOR CD-1.60 WAS USED FOR VEPoFlCATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1800.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HY BLADE O 10214.01-03,/0715.01-03,11004.01-05.11214.01-05.#0317.02-06. /0609.01-10 AND 00210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 E n AND HV_WINDOW BLADE AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZOTRS 1,2&3)&#1220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. [WHERE APFIIJCABLE) -HV WINDOW BLADE @ 10505.01-08 AS PER ASTM E-1886 AND E-1996(ML49LE LEVEL 0,WIND ZONES 1,2,3)BASIC PROTECTION DULY AND/D725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV BLADE( AND HV WINDOW BLADE (R ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 IN5TALLATION 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/14r2.75'AM #14.1.75"RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA EN DACROSHELD COATING SYSTEM AS MANUFACTURED OY APPROVED CENIERMATE ALTERNATING DETAILS EN SHEEN 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HIV 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 6G63-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY.ALL ALUMINUM EXTRUSIONS!N 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 MS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kei MIN.YIELD STRENGTH AND 90 kei MIN.TENSILE STRENGTH, ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SWILL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 &BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0 12,13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE G) WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAS 7-12 & X,WOOD SHEET 18 B.THIS BERTHA KV.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779.582. COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15-458,179 ISSUED TO EASTERN METAL SUPPLY,INC. bad 9. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 6 TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK na_F_A 3; W WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGE'S WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 IO.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PUCE 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 1 I/ONLY 11.SHUTTER MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE:ABET SHALL BE INSTALLATION DETAILS. METAL SPUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE- 12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS 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.(0) 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 OEVVATE FROM THE P.E.D. (D)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 CONTWCTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)TINS 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 SHALL SUBMIT TO INS UTTER THE SITE SPECIFIC DRAWINGS FOR REVEYL (a)ORDINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL.ENGINEER OF RECORD THAT PREPARED R. BU CME Man High velocity Hurricane Zone 02010 TITECO.INC. ®2020 EASTERN METAL SUPPLY.INC. , - -BERTHA HV•-,_ - �P y�CEN �9--; C s Accordion Shutter System E O�Nc ■ ■ A fLV. etADE r>n W/OR W/o FLV.WINDOW anDE r No.441 7 -y American Shutter Systems v. oExwnHMi awrx "-P TILUT TESTING & ENGINEERING COMPANY -- _ MlE 6Y LL Association, Inc. `, ,laO n-ioi /z/ LMTB i/z/zozD _ /�� 6sss N.W.3a1s.s.,s1..305,titpGeA1 CAADENS,rL00a 3316• - 'O•• STATE F ,� O f 6,6/�� PM1 e:(305)071-1530.F-I(305)871-1531 4268 Westroads Drive ^? _ y �'IiAWING No .•ty men laecoom C'm West Palm Beach, FL 53407 3 i�Q•'•. �'��__ a CA-0006719 �- _. ...___ - 7d" ZORI WALTER A TLUT Jr.P.E. - 4 2Q� �� /ANAL ..' SIGNATURE/DATE -s I, - ? "I FOR ZN Mw. AMR% 4.371. 4.355' 4.857' 4.M' 10 HV SOLID RLADF .375' C DER US PATENT 111 5 79 Y UNIVERSAL FLOATIF 05 Hy goviiicr STARTER QUALIFIED FOR USE W/ HV BLADED QUALIFIED f_OR USE W1 (�A' V HV BLADE�V V 6005-T5 ALLOY AND TEMPER QUALIFIED FOR "11EAgWri 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE IN SHEET 19 BLADE 1 6063-1`6 ALLOY AND TEMPER 3.226' so ALLOY PER .373" 1.500, 4 1 sm. 124-- 2.670' .994'- -67. -p7q 842' 4.U7 :015:- ..092- ----------------------- n toil on 0.072* 07 HV AW, AWT 4.436' 3.225" O.C72" .12�' I�M FOR .920 L Cogiff WALK-OVER TOAtkl 81 ADE(r W/W N RACK ,6)HY ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W1 W I Ivj MY TRENCH TRACK 55- 3.750" QUALIFIED FOR USE W/ HV BLADE(j) QUALIFIED FOR USE W/HV BLADE 063-T6 ALLOY ARD TEMP BLADE(D ONLY. HV RAINGUARD ALLOY -T6 ALLOY AND TEMPER QUALIFIED FOR UAE W/ HV 1.936 ( 6063-T6 TEMPER VARIES 6063 BLALDE�V 1,217' 6063-T6 ALLOY AND TEMPER 0113- - 083" k .083" 7: 100' .093 .125::, 4 2 Oro 10. • 670' .09 .003 : of 3.570' 3.S . 670' Hy CEILING HEADER1_14 1 H V HEAD/ER/SILL 13 HD CEILING HEADER/SILL 3.520' Ot7XLJFlED FOR USE W1 HV BLADE(I ONLY. QUALIFIED FOR US � BLADE ONLY SEE SECTIONSFOR VALIDITY 6063-T6 AL-0E W A HV ND TEMPEO QUALIFIED FOR USE W/ HV BLADECi) I 6063-T6 ALLOY AND TFMPER SEE SECTIONS FOR VALIDITY 0 ED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER B74 I ONLY x 6063-T6 ALLO TI COMPONENT A IT - x Y t T 1 1 T2 2" 2* 0.125" 3' 3" 0.090" (1:0 SIDE ANGLES IT 2' 5'MAX. 0.192' 0.192- x QUALIFIED, FOR USE W/ HV ALUMINUM ANGLES 09 2.5- 7-MAX, 0.190" 0.190" CORNER POSTS BLADE OUAUnED F 0OR USE W1 HV QUALIFIED FOR USE W/ HV BLADE 0 6063-T6 ALLOY AND TEMPER BLADE ONLY 6063-T6 ALLOY AND TEMPER 2' 5'MAX. 0.139' 0.131- 6063-T6 ALLOY AND TEMPER FLOW BULM Cw(NOn High Velocity Hurricane Zone 02020 TILTECO.INC, 02020 EAsrERN MEAL SuppLy.INC. -'A ......... V\C EN, BERTHA HV-... Is Accordion Shutter System =T L FEcoolwc-\ A.S.S.A KV. BADE#1 W1 OR W/b KV. VANDOW MACE No.4411 butter SysteZ wp 7 10 /��� TILLIT TESTING & ENGINEERING COMPANY ZFV.tit INESCRwrion DATE DRM VY-.am N.W.W&L 9L.S�Mo.Vm=-GARMM F Association. Inc. I OLD 17-107 7/2/2020 DAN: 7/2/2020 STATE O�;; Ph- (305)571-15W-F.;(305)V7IL-01W53AI"6' 4268 Westroods Drive 2 .--il:IN..ft.1- DRAWING No West Palm Beach. FL 33407 3 CA-OD06719 _4 20-164 'y W&YER A rLUT Jr.P.E. 0 SEAL/SIGNATURE/DATE 15 2ET FLORIDA Lic.0"1157 I SHE OF 20 4•01110' '929- 1{--20.1/.- I/4--20 DE CAST 1�-. �: -� - �.29J" _._7u" - - {.33{• 1LT.M.ff.AO MRUOED NOUSMc ENAMEL .0 1 E L M a _ •, BAKED PAINTED 11NIfEADEO HOUSING EMNIEI J 8, ; L MJ S ©1 p _ m. ,:-. WED PNNEEO �7. w.082' rL 6a _ q {_f EcwEss Nra KNOB. _1.325'' 3F .Jle'073_ Y, ._S ",43'. - �.T1$ INASs cn,oER �" suss CYUIIDER ©1 HV CENTERMATE _ °pJ V'�-�4 = KAffED)(CHROME \ (cYnwE PUTm) '' g i� HV LOCK 0 ED FOR USE UD HV BLADE R & ONLY I 0. '9y 0 _t.326'_ •' i^ 6063-T6 ALLOY AND TEMPER) QU IED FOR USE W/ HV BLADE 1 & tA�ONLY {EY Q�_ J.023" A76_. QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ LIV 6063-T6 ALLOY AND TEMPER �y� CENTERMATE BLADE 10& ONLY LADE l0& Q ALIFIED FOR USE W/ HV BLADE,1 ONLY .Z1, 250'O.D. 2.874' 6063- R -T6 ALLOY AND TEMPE • - ,�518• _ 1.756• _,,922' ED Tp 3 w 14 2.079' 1.753' �1 4M'E+7 1 J1o0 4 p61 p ,/� .825- + - .'�•AFTER RIVETING �V,.• - 1/4"�-20 x 3/4 BEFORE RNETWG "t THUMBSCE/ 1/4"0-20 RIVNUT� A � L]SO• _ - L76p• a $ �'Ck ? _� SERIES 9444 ALUMINUM 2024-T3 ALLOT)LARGE FLANGE TARN 822: 511EET NUTSERT•PAW Y AS MANUFACTURED BY AVOEL PLAN FRONT f].EVATgN 4.588- dIVM TEKTORN,P Y,NEW JERSEY 07054 OR EQUAL �-, � HV MALE "T" LOCK CENTERMATE - _ �T 1QCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE`iQJNLY HV FEMALE "T" LOCK CENTERMAT HV "T" LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV OUALiFIFD FOR USE W/ HV BLADE IOONLY QUALIFIED FOR USE W/ HV BLADE(I�ONLY W HV BLADE'�7_.ONLY. BLADE ONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' / - I.S17 1.91Y y:6;. __ rE 3.161 • 3 _ .0-.3' .432 432 _ •214' - e 063'_.062 _ L ._._7.0: __ 0 CYLINDER OR r ^• N .214' m -' KEY CYLINDER OR -----. � ,i ,.° •ems' 'Oo .•. ei o �• 0 0.875'Min. 1 .125'M... 31 H OD ® HD CENTERMATE W/ LOCKING ROD r 405 m O o i QUALIFIED FOR USE W/ HV BLADE 17& A QUALIFIED FOR USE W/ HV BLADE 1 & 1A 6063-T6 ALLOY AND TEMPER 3 HD CENTERMATE'S IN$ ppT 6063-76 ALLOY AND TEMPER O- ice• --. VAPoFS.12". IN. _ OUALIFIED FOR USE W/ HV 9LADE.`)&�� 7� r R,g 1/4'.-20 S.S.OR 3/0 i 16.E 1.130' 6063-T6 ALLOY AND TEMPER ACETAL THUMBSCREW \ TI UMBEURN (SEE DETALS) - - i1/2• CYLINDER - IS - O0 - OR KEY s 1.57•Min_ CYLNDER o\ ® tFORPROPER DS ,i{. ®- ;.78 MO.. n \QUALIFIED BLADE Ot � m - 375'0 - HD LOCK � 6063EMPER Cis HV 3/8"0-�E ACETAL •+Ei HV I/4" 0-20 AISI 304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HO�OK BOLT LOC.c. a,;l T.O. RE A 7/16' HOLE THUMBSCREWS ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADED& (C^/ 0 ILLED TPER EMBEDMENT QUALIFIED FOR USE W HV BLADE 1 QUALIFIED FOR USE W/ HV BLADE;-I" FLORIDA BUILDING CM(Bon High Velocity Hurricane Zone `�� �1. •:. l E"/i���i 02020 TILTECO,INC. 0 202o EASEERN METAL SUPPLY.INC. ��Q:,\CE F:��' BE NVTM No.44 67 1 L C O L N c cor utter Stem Accordion S Sy * H.V. BLADE#1 W/OR W/O FLV.WNIDW RAM TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems FLY.M. 0VWMPnOM OM[ 'DAMN W. YF I$:•. STATE IF WW NN.3&h.SM..S9•.30.vI A GMpE„s.ELORX)A 3316• Association, Inc. I _ OLD 17-107 i/2/20a1 alMr: 7/2/• 0 / Phone:(305)871-153D.Fe,:(3os)en-1s31 4268 Westroods Drive 2 •� '20RI P .- I:1d1e<o"..I.<om -IoRAWINc No Fs •'•�� ar _ CA-0006719 West Palm Beach, FL 33407 3 +c S/ ---- WAL7FA A TIIR J• PE 4 20-164 y�PEEDMA�� "SEAL/SIGNATURE/DATE FLORIDA U<.#44167 s SHEET 6 SHUTTER ASSEMBLY SCHEDULE FOR HV CL HV 14 3/8" ts'MIN. `UNAANCE O 41 • TO BIADEI Trp A625" 1 HV BLADE 1 `? , EucE to 1e7s•' 1 ® HV BLADE IA NV WINDOW BLADE y1s l — 06P5" ffTelLi ® HV LONG RECESSED NYLON BUSHING /I IZx KNUCKLE`II -y iJ .1675' Y O< , / 006 14* HV SHORT RECESSED NYLON BUSHING � � �� / 4. ® If y { Z., HV NYLON HAT WASHER OOR �'w FLAT QF BLADE I' Rt.75111Q'„ 4� HV WHEEL CARRIAGE AISI 302-303 SERIES I a 4 y" 4 TX R 44 0.870"x3/16" THICK NYLON WHEEL. q3' I i ® .1 w n 2 7/8`MIN. -IV W�NDOW 0.188"0 AISI 302 SERIES S.S. RIVETS c�EAR / SEPoY2pTJON ® HV 1 3/4- ACCORDION PIN W/ #8 HEAD BETWEEN _ * BLADE -.0825' Y '�" . .•' CD OFENrc1Gs ON CENTERS ® HV 2 3/4- ACCORDION PIN W/ R8 HEAD * I t75"�m •- - POLYCARBONATE IMPACT RESISTANT HV WINDOW ( I'-' BETW'�N TYPICAL HV WINDOW BLADE 1A AND } ® ® Ta4S I I rl I. '! �YCARBONATE HV WINDOW DETAIL ® OOR ® 5W®ENTS® II OOR !• •� NS.S. _ - t _ pE 1 ® I '! *PQLYCARBONATE IMPACT RESISTANT_HV_yJIyQOM I ! SAYER MAKROLON 3103 POLYCARBURATE 0* i IM RESINS, UV-STABILIZED GRADE OR SABIC I& �M REOIRMFNTS AT EXTERIOR BLADE MMME FOR 1 _._ _ To euoc 1TIiuE INNOVATIVE PLASTIC LEXAN 103 RESIN Hy W C� s F I (�OR ® I I ` (SEE NOTF -F- ON SHEET 19). - — o (1, HV PIN ® SHAL; ALWAYS IRE USED AT. ALL EXTERjCR 3® Nye BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVO OR ® Ii ( PCLYCAP.BONAEE SOURCES FOR -IV ® BLADE. rT ASSEMBLY `I' LI �! EXTERIOR AODUnea ro1'3`. `' ' +rw-x Dn,>DRma sMMYR9 s, .s.r*- (2) HV PIN ®MAY BE USED IN LIEU OF ®AND ONLY AT I.HV PIN 43°R T p i EI(TEM R EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVO 00•324• BLADE'S KNUCKLE. P1O d! BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. i3 f (SEE NOTE * FOR ME—rn-f ASD 079D 0. w/- CD.3 ep REQUIREMENTS) IESltlhCdL' •TYP 1'X I ,EM9AE YIDJ SIRENFER AS1Y O6J! 9.ND D.D• 9509 p., 1' fcxlW SNFNGT A'V*kf: Im DND 12.5=-J. 13.4w SHALLL PIN SLD F ®W/ 1/2" O.D. STALL THICK S.S. WASHER Oc FLEtNRk M^ I S AM 0799 940"D Dom,. 345,=w.;. SHALL BE USEU FOR DIRECT MOUN1 INSTALLATION PER DETAIL X. "B•,;. I i beam SI-EE` Q I r.mc.r, x: Msr ZM IS F•,-ah 17—wi", WHEEL CARRIAGE DETAIL S� MsR uti 02t.-I n.z x .D a DA. N•� EMBLY LAYOUT Ria Iv.•y: As aN v G wo sue- C--.t us D,29 teiAl}IE68M• am mss MALE"R(N4Th uTF'NEA'"ERI% A"M 93r Da: All"PA:. 1 HV BLADE SOLID & 1A HV WINDOW BLADE DETAILS �`-SvzE? Y.i WT..:'HE—G AST« ]B E 9 'D.; am P.. N.T.S. FLORIDA BUILDING CODE W n Hi�h Velocity Hurricane Zan•... Ill�llf 7 .•.Dl.''9'E'�. r.•,. t2020(ASTERN META S.1">LY, WC. ... ERTHA Hy.... vNCE! 'Fe-`:p'Z A.S.S.A. Accordion Shutter System H.V. BLADE/1 W/OR W/0 RV. WN OW I3tADE NO.44 S -�� TILLIT TESTING 3 ENGINEERING COMPANY American Shutter Systems REV.N 0E6caIRnON DATE DRAWN BY: lop=1r Assoctatton, Inc. a� 1/-107 z_ * �LO�lO EJ5'+».W.3ea sl,sa.ws,kRGncA c�tRODfs rLDaoA 33, / 2ti2� DAr� 7/2/m2o %'�•• /�� (3D5k71-1530 Fox 305)e7T-1531 4268 WestToods Drive 2 z p STATE I F f� ,_^ 6.Wwofta.c West Palm Beach, FL 33407 3 DRAWING M1�c+i per•• ��ORI WALTERA.TOpLLIT J,.PA 20-164 '. FS.• a �i � FLaaiDA lit./sate] s SHEET 4 q,*-A„SIGNATURE/DATE a unna ®•®`" •® •NOTES ON HV LOCKS AND CENTERMATES: +5e � e.®.6-0 1. IIAlMI{1d a0MM10M{t- ONE HV LOCK�or�'SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR B�I,OW 2 OF IS: SPAN FOR SPANS UP TO 105%AND FOR INST TIONS T ANY I ELEVATION. HV LOCK(�f or MAY 8E USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR 6 CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SWILL BE AS INDICATED ON TYi'ICAL SHUTTER ELEVATION. ®w20 f- f I 2. L�1.IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV )))) I I 13 LOCKS OR 6f� MAY BE USED AS AN INSIDE OR OUTSIDE LOCI(. CONNECTION OF LOCKS TO CENTERMATES(D OR,� SHALL BE AS INDICATED ON NOTE (1)AEOYE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �rIf __ 3. RED AT :4°"1EJ°R�) �e 24w® BE SED I2 IS IFF DEESIIRR,EEDINTO ENHANCE SHUTTER KS1 LOCKING RPERFO PERFORMANCE LOCKINGODS �5$ ARE NOT RODS _HURRICANE OR ALTERNATIVE DEVICEMAY MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. ONE HV LOCK�2� ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. FN LOOK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, t■ ATTACHED TO CORNER CENTERMATE W/(2) 1/4• 20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS r• I _ AT TOP +Ar BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 1 �1 MAXIMUM SHUTTER SPAN SWLLL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, �� �� 5. _ALTO' �,f DnQN Al VALID ON!Y�Q$ 5 9 �;ONE ALTERNATE HV LOCK ', MAY BE USED IN LIEU OF HV LOCK �V(or FOR ANY SPAN AND tO 1, gB- q p{ INSTA LATIONS AT ANY ELEVATION. ALTERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT I elt lab a; 11 i� OF 1/4"0-20x3/4"S.S.THUMBSCREW TO J(t OR 0 CENTERMATES SHALL BE MADE W/ 1/4"4-20x3/4'ALLRA. i I 6 i t ZJ RNNUT AS SHOWN ON SECTION WE, SHEET S.ONE LOCK SHALL BE USE p AT 1/2 OF SHUTTER SPAN OR TWO . cKgLj I IVI LOGICS AT 1/3 OF SHUTTER SPAN. 1 �f 6.1TA DATOTTY CONOTIION {3 FOR KEYSTONE MO I ST I♦ ONE HV LOCK a or 93 or a SHALL BE j USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP _ — TO W. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK t)or @ or®MAY BE USED AS AN INSIDE OR t@_ J �� OUTSIDE LOCK,ATTACHED TO 6 or SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2' LONG FIAT HEAD S.S. SEE STD 1 M.S.�LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION 1` l 111 1 (11�� � � 1� L'!TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS 10 r. L Y Y ('►� Y V � (:T. SHEETS 10 & `VVVI Y VV �/ l/ "%%II HEICHI FULL 35e OF CORNER 'NOTES ON HV "T" LOCKS AND CENTERMATES: _ Mom WOTR CENTERMATE 1 ONE ALTERNATE HV 'T" LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND w®w�• ]Ow$ ♦�wALIATION AT ANY LLEVATION. ALT MATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT I OF LOCK INCLUDES USING REINFORCING LOCKET AS SHOWN ON SECTION HVG. SHEET 9, WHICH MUST BE 10•�w©•®w©a®,(�w CONNECTED TO CENTERMATES®AND(:4 W/ 1/4-0-20 x 1 1/2' LONG S.S. THREADED BOLT W/7/8'0 x 3/32- ©aO a©w©aO�a�9' WINGNUT OR W/ 1/4"0-20x1'S.S-M.S. INTO A 1/4"Ox 5/8' RWNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" 7 w MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS S@ TOP AND BOTOM IS MANDATORY./ O$ ''JwIft'l�)wC0'@w31•� "NOTES ON HD LOCKS do CENjER111ILTES: t.H ,��W(X0 CEKTFNUA.TFS i1 OTI x9 W/33 : ONE ALTERNATE HD LOCK�73 MAYBE USED USED IN UEU OF TYPICAL _1_HV.BLADE SHUTTER ELEVATION AHV S AN KS 24 OR OUTSIDE ANY PAN AND INT AL HD LOCK A ANY TOELEVATION. 3T RNA 3/D LOF.HCK (SM.SY BE USED INCLUDES N.T.S. REINFORCEMENT INSERT#AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXh M BELOW OR ABOVE MIDSPAN-USE OF LOCKING RODS�$IS COMPLETELY OPTUNM_ _. FLORIUq �ILDNrG (ADE Non High Velocity Hurricane Zone 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. B I THA HVTM V\GEN :!!:�S e Q Accordion Shutter System H.V. BADE#1 W/OR W/O KV. WUDOW 9AM NO.441 T - TIL IT TESTING # ENGINEERING COMPANY American Shutter Systems y_K -- rm - DATE I DRAWN BY: MP L*: * / 63W N.M.36W.SL,5U.=.Y,X A WOLNS,FWRIDA 3 16 Association, Inc. I OLD 17-107 2020 WE: 7/2/2020 STATE 0 Ph.-� (305)871-+5W.Fca:(aos)671-+s31 4268 Westroods U"Nye = DRAWING No I =9••. •' a-,Mee:tilt—cool-m L o F 0R10 West Palrn Beach, FL 33407 - .--.__..__ WAITER A�L71Jr.P£. 4 20-164 i�tss - •�� FLORIDA U,1 44.67 S '�q 10NAL ;a`tEAL/SIGNATURE/DATE SHEET ONCRETE ANCHORS POURED CONCRETE Poumm (SEE SCHEDULE ON OR CONCRETE BLOCK PO REQUIRED 1/4'�-20.3/4'S.S. CONCRETE SHEET 13)CRE R1RTm REOUIftE CONCRETE ANCHORS MACHINE SCREWS QON011m 44C110115 1 i8 `L°Nx we(sEt MOUN NG aN sNEEr 7) (SEE SCHEDULE ON W/ 1/4'-20 (SEE SCNEDUIE ON SHEET 1� @ 0 , ` SHEET 13) NUTS a 12'D.C. 1 fl 1.- �___... 12_.ri, _Min. t/s q�- /4•ss. wn. - ! ""\J Eo--FQ-. W�CNNE SCREWS _ .___ -EO--EO 1 1/%- --- USNG 1/4'-20 NUTS r 1/ ,...'_ 9 - -- e 12.O.C. - _ I ED, -- - L 5 1S oROS 1 L y E.D.4 130' � T } 011'i ___.._. 1_� F D• 11 .250'1b.. U.• 6 1 a7TIDNN. 1 1 i \-OPTIONAL ' TD am l![l!�[l Z mwo 1 EXISTING _ MIN. SEPARATION TO GLASS IDm11110 r 19I�eA 1 1 I I 1 CUSS MN. (SEE SCHEDULE ON SHEET lt) II ate, m• t I I SEPARA TION TO GLASS^ I 4 SCHEDULE ON SHEET 11) t I'HY WALL HEAD ©HV WALL HEADER INSTALLATIO �1 ER INSTALLATION '• - BO RV—AA HEADER INSTA�.LATION + KEYSTONE EXISTING _ CLAS ut (To am am �- 1 OR �• r I i EXISTING (SEEMIN SSEFARATION TO GLASS CHEDULE ON SHEET 11) �' 1 9plAlE am M� 1 1 MN.SEPMA'ION TO GLASS III i GLASS 1 I �-11 FOR RAM MAp `(SEE SCHF.OJI LCN SHEET 11) IS vaam<® = 3 I Ck SHOD FOR EXISTING t. OPTIONAL j 4 i CLASS---I K.D.• n i i i i 1/4.. i rFL i I�IJ 1 11 _ 1/1'6N.. E.:! -�r•; Na.. _.OPTIONAL E.D.• II it i•i E.0• I , t ---a- _ �..�1✓ 13 OR OS V D• ' ___ �.. -EOM-fA- op 12 OW 14� r r__.._ _ - - 1/4'0-20.3/4'S.S. - '- A• PHRL I TRUSS HEAD � 1/4'#-2043/4•S.S. PHiL-iP5 -EO--EO- MACHINE SCREWS USING TRUSS NEW MACH E SCRFWS CONCRETE ANCHORS I 17 18 (SEE SHE ANCHORS W/1/4--20 NUTS NO 12.O.C. 1' 1/4•-20 NUTS a 12'O.C. (SEE SCHEDULE ON (SEE SCHFOU.E ON SHEET 13) -min.- POURED CONCRETE SHEEP 13) POURED CONCRM OR CONCRETE BLOCK OR CONCRETE BLOCK CONCRETE ANCHORS REQUIRED WA L REQUIRED ,D' H WALL SILL INSTALLATION (SEE SCHEDuIE ON �HV WALL SILL INSTALLATION \-, POUR D CONCRETE SHEET 14) L` OR ONCRETE BLOCK Y!KL REQUIRED E} HY WALL SILL INSTALLATION '"°"`QR OF SECTION5: INSTALLATION _DETAILS . W� 1 SEE SHEET 4 FOR TYPICAL SHUTTER •E.D. - EDGE DISTANCE • SEE LIMITATIONS OF USE FOR .E j`' nY RC SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) SLADE 1A ON SHEET 19 I 1 I-7 Y BLADE IN ANY WAY TO SUIT ANY IASTALLATION. _ _. fL_ORIDA BUDDING CODE(Non High Velocity Hurricane Zone ItIlIti IWA,A� 02020 T!LTECO. INC. �r-- 0 2020 EASTERN METAL SUPPLY.INC. - ........ �,, - BERTHA HV ., — . \GEN 9'=., ` Accordion Shutter System L E C Q 1.,. KV. RAM#1 Wi OR wp KV.W NWN RAM ix- No.441 7American Shutter Systems Tt; * TILUIT TESTING & ENGINEERING COMPANY )nems c OESCI�TION art OLTA-- 7 or 2 O Association, Inc. 1 OLD 12-t0T /2/m2 DATE: 2 2020 �' E 0 63"N.M.36m.St.SI, 303•VOO"GAR9En.FUIRM 3316• $' STATE. �'r PNom:(3a3)671-1330.F• (305)871-1531 4268 WestroOds Drive 2 DRAWING No F �t-4.i R-Nroa:tilt- c.l..— West Palm Beach, FL 33407 3 �'['t• CURIO v 0 CA-OW6719 ZOO+1 64 ��I�V•'••...... -" •_�— INKIER A Tull J..P.E. 4 ti��i,,s�ONAL �?SEAL/SIGNATURE/DATE FLORIDA .If4.1s ` SHEET POJRED CONCRETE ANCHORS ' MN SewAx. ! CONCRETE (SEE SCHEDULE ON SWE- 13) ' 10 am an 1 OR EXSTIG �: ' A aYw1M rl REOU:RED SUE oA MET sS( ' SCHMUM or EDGE OF r W 9WQ a fN01 i CLASS.�i ,wl fYMl110i I SMY!1) . E D.• APPLICABLE EXISTING MALWS Nk Q� . _ . GLASS- ED �9/ 1N EO!1.E�_ ALTERNATE EXISTING f i N l'i., ✓ LOGTION . N I ' GLASS t I « i i 1 11, '10.3/4•HEX WASHER HEAD i N Ii i ' EDGE OF 1 ._ Sy,, 3/9'Yet. TEK SCREWS O 12'O.C. _.. n \\ s/e� A CONCRETE ANCHORS -. ---+--1--- a ' 8 5U(g R 4 7 I (SEE SCHEDULL ON SHEET 13) FQ APPLICABLE _ E XISTING _..___. . _ i I I EDGE h(� F.t ASS-- 1 EOFE,1F---•--N SLAB' E D• sAe F I 1/z'f-t 1'- EDGE of APPL LE _ W APPUCAdF ASLA9� _.-_ ._ M''HFAD CONCRETE ANCHORS aa,AiHr POURED �_ E D A...—_ CONPOUREE '- n Fat IL,CF Q:RO O " CURED CONCRETE (SEE SCHEDULE ON SHEET 14) ON Sw 19 EOA 1 '1 OR I�A1 CONCRETE - _ REO'J1RED FLAT HEAD CO _ REQUIRED aID6;Ck� 11 REQUIRED L D' E D.• (SFT SCHEDULE ON�,:_ ":1 Ifj, TRENCH INSTALLATION VALID ONLY FOR UP TO +70• -75 PSF A.S.D. H HV FLOOR INSTALLATION t 1)HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING 8 FOR SPANS PER tllflY CEILING INSTALLATION SCHEDULE e3• SHEET tt EXSTNC rN.sn"A" I CONC.RUE ANCHORS MAS$ a q 10 rlus U ' (SEE SCHEDULE ON t/.'0 rnr NusnEx TNCON w/ <at�tilvtea I O I 1��d saw* SHEET S5; iFOf+4uLi'OR,s r P / ✓+ EXCL SS _ EXISTING - EXISTING A'HYim 4't P FdW GU55 GLASS - w s.r s, l 11 GLASS--! I I - rAFIpiM(AFFV+ wi I 1/4� I i - - •' s "wld w¢ l t 414'Yw.EWT(d4R G' r, MAx. li G� �.I.I ...i• , _ _.—., �E>Q 9dfDIRL d 9141 11) pi 4COC-UP`Hp$P'- IANGER P Y• �I i I/4• ( -CC'FO TO ANS MAX. TK%--' MAX { 'SFA{AW At ENIW FASIEIVt WAD(TYP NO w' .)(SEE NOTE tt ON S1EIT t: W' I��•.• n 3 OR 15 E D.• 1 - !!'1 #10x3/ WAS COW. HEX E.O• FOR UMTAWD,E) 9A' 2/8'- /2. HFAO MAX TFK SCREWS ( COW. SF+V.InE i N - i f14x3/4- HEX HEAD 1 315, ' , O 12"O.C. TEK SCREWS O 9'O.0 ' i + 3/g• OR 1/4'0-20 S.S. V.S. CONCRETE ANCHORS 1 :6,- : 3 #.14x3/4•S.Us. 4. 1/4:-2os!/a•s5 N5 W/NUT'O 9'O.C. (SEC SClEDULE ON t.:. �-' O 9'0. C. _-- U " Max. • ! aPNL �_ I (jlox 18 t/z•._T.1. . {\�pR 18' 7� - :2.00iAty wu mtY(oE•xPwr �., EDGE OF 1:• E.D. Ski) #14.3/4'F.H S.O.S. MIN. SU9 f POUR CONCRETE 1 7/8' __ 17/8'- APPLICABLE .- _.._ CONCRETE ANCHORS - O 9'O.C. -_ SEF NOTE 13(D� RECi'e1ED - E.U.- POURED CONCRETE (SEE SCHEDULE ON UN SWIFT / "SEE NOTE 13(0) OR CONCRETE B..00K SHEET 14; POUREC CONCkEiC ON SHEET 1 .• REQUIRED OR CONCRETE BLOCK DFTIOKA_ POURED .EAUIiFO CONCRETE k'. Hy WALL FLOOR INSTAu!TION M wEYSTONE SiAOURSS-,- -IP. 1? 0 LLATION L HY WALL WALK—OVER INSTALLATION REQUIRED uwvJN SNViTEH SPAN 6-a' J, HV RAINGUARD INSTALLATION t Rom; ^1LL"E=OR COM&HAjy,{DF SEChONc; 'r THIS INSTALLATION SHALL BE --- E. I,- EDGE DISTANCE REMOVABLE WHEN PERFORMED '- SEE SHEET 4 FOR TYFCAL SHUTTER • (SEE SPECIFICATIONS ON SHEET i3) ORA TO AN OPERABLE EXr- �ENTRANCE S�N7AOONSOUSE ?_ %IDLY - INSTALLATION DETAILS WZ t HV BLADE 14Y AA NG SUIT AN CAN BE CfION. L` iN AN1'WAr To Si'0 ANT INSTALLATION. RM BUILDING CODE Mon H; h Velocity HUrricone Zone, 02020 YX'EC0,INC. 02020 EASTERN METAL SUPPLY. wc. BERTHA T A.&S.A. M • �" F •'� = � 1 I L E C O �K�. Accordion Shutter System No.44 67 _• _= KV. RAIX f1 W/OR W10 Kv VAMOW 11" * American Shutter Systems DExwvnoN CAM DRAWN er YP s * �l0 TIWT TESTING & ENGINEERING COMPANti" 'I,' STATE c fm"w �R.sw "S.14RG1k!`�Av,FLC vA n o Association, inc. 1 OLD t7--1c7 /2/2 DATE 7/2 2020 9'•, i*rn :(305)e71-1530.Fa..(303)971-TS3, 4268 Westrcods Dive 2 '���CC '2UR1 .•��� •-"'w `can West Fol.•r Biecch• FL 33407 a DRAWING Nc /�,SSA•••••• -'�" ' WALTER A.T1Lur Jr.P.E. 4 2O-16A' 'yip„NQNAL `S�SEAL/SIGNATURE/DATE FLORIDA Uc.14419T s SHEET s t- - SEE END WALL SHEETS jok 1A -Ir r SEE NOTES ON LOCKING RODS© HV LOCKS©p® AND ALTERNATE HV LOCK ON SHEET . our (� 1 IN r EXISTING GLASS INSTALLATIONS Wl c�,; HV ** ' I °UDE SLACK DETAIL NJ=IS V/110 FOR ALLI B W V C NTERMAT GEN,ERMATES AP�T>oN WITH wao _ _ QR SEE END WALL CONNECTION f 10•®q©•�©.©q rEXISTING GLASS DETAILS ON SHEETS 10 & 18 2•x2•xl/B-x0•-2 ♦Hj \� I 1 ®.®w®a®q�.® - 3 1/4• -._ 7• _ 6 1/2• 7. (eoBS-Te ALLOT)IPCALUN OPPOSING SYMMETRYCAL ANCLECHOR IO TAPCON I : ,/2• q©•® ANGHo1Ts TO wam)TE � C N�TERMA S CENTERMAT_ES (�/90TTQ1) 1 /10.3/4-S.M.S.O 12• J MIN-SEPARATION (4)/1Oxl/2•S.M.S.TO TUBE ' W-/ HV LOC o1_ TO GLASS AT LACH ANGLE. i O.C.FULL LFNCHi. (n'P) w/ Hv__��K Or (SEE SCHEDULE > 5 1 ®. �* '351* IN I 35 oN sNEEr „) _ >---- - 57 20 1O 22•© HVB �"j LOUT ® � 25 HVC . 10•®a©•®w©.©w HVA w q 6 7 q 8 1 w POURED CONCRETE OR ©`O.©-©•O.i2U•f• 1 © ® O`O O�`® EXISTING GLASS CONCRETE BLOC(WALL EXISTNG ®`®°A©�®°.®.��L®99',.�w T L. .- _. __————————————- 10®— •0.�• -_.— - < q© REOUWED EXIST SYMMETRICAL * MIN.SEPARATION —�•®q®�®w�'®_j "S G 1 CNTF-RM..AT� 26 I N ®.®q©.®w® ©q (SEE SCHEDULE ASS5 1 h MIN. SEPARATION w®•_® ® ®* T.t m W1..HV- K.. s. (INTERIOR) , Q8 •®w®•®w�.® ON SLEET 11) i0 GLASS Z _._.....__.__._. —.___._... -_ (SEE SCHEDULE IN OPTIONAL ��- 2 3 , _-- ON SHEET I i) ..— (INTERIOR) I i � .. _._.- _ . q r _� OUT j ; -<� JRiLZ'ffA ! ANCHCRETE ORS 0 R O ''4w 16.O.C. 21 .0 OUT 6 1/2•MAX.SLACK (°MM0R) FIVE HVF** HVD 0 ��,��MyI FLORIDA BUILDING CODE Non Nigh Velocity NUrriCOne Zone. ��V�lp1• I:. •`/AAyi, 02020 TILTECO.INC. — _ 02020 EASTERN METAL SUPPLY.INC. ���[� rBERTHA HVTV A S A =c I L E C O �N�. Accordion Shutter System �• No.44 6'n �� ltv MADE f1 w/OR wp H.v WNXIW BlJ°OE TILUT TESTING k ENGINEERING COMPANY American Shutter Inc.SfeTS EV.M onar,H,N wTc DRAWN e�: YP a STATE F OM N.W.36tx.St..fit,.305.vAKaNH cARDals EOROA n, Association. n T OLD 17-107 /z/zo2- wTE 7/2/2020 S'Q Pho- (305)671-1530.Fa.:(3O5)071-1531 4268 Westroads Drive 2 --- - y0�•. F(ORI ,P # a-mac UK—Owl.xxn West Palm Beach„ FL 33407 s -- OF AWING No •..... G-DTILUT J -- 20-164 �-- WALTER A WLLR Jr.PE. 4 yiAAAAsAO pN �1!`.ANSEAL/SIGNATURE/DATE �+IDA LK.f 44167 ° -- - SHEET 5 8 OF 20 ALTERNATE INSTALLATION W HV "T" L V _ MALE/FEMALE "I'" LOCKS CENTERMATES ' �' LOCKERS ; W-/ 1 HV BLADE # SEE END CONNECTION DETAILS ON SHEETS 10 k 19 _ INSTALLATION 1 HV BLADE LOUT] IN tY / aADEOSUGK DETAIL AnT.WDICAIEO ON SHEET Ati W/ HD CENTERMATES 31 7 �°'O O �� As wwusK r"nw BANE 0)DETAIL Mop-EAru. 8• 7.8 f 0. AMDxA1EO ON 1SAAs SNFLT.MAY BE USED WITH nSAs MTERlu-( 1 ®d®.0-0 •0 d `ALLAIpN DVA&IM 9i0eN N T wxt-._--_1 SEE DID WALL CONNECTION *, ©•O,©d©,O•®d OETAIS ON SHEETS 10 R If! 35 s 4 t 3P µCIE e/2 ,/.•x T.RTx �. -------- - -------- -- -- ------------ - --- c.nar.LEMON. 33 � IN NAM IN (4)M.V. e 5 $-- `J LOCK(INSIDE) Pam ')ARM s a: snsw rwu 1 1 J ® ~ 3 LOUT .' 3 -32 s * O O 35 V1-U2 33 31 Dag (pop 32 31 oR 2 SEE MOTE a EEMt My LOLK®.I 2© 1/4" 0-20 x 1 1/2" S.S.M.S. 34 .35 (o Po-) 'r Lm ON Sims � � W/ 7/8"0 x 3/32' WINGNUT. (aAmorm)HDB—HVB OUT HDC—HVC ®HV -T- LOCK (OUTSIDE) SYMMETRICAL-HD CENTERMATES SYMMETRICAL HD CENTERMATES t som WI44 ALUMINUM H'_ 3£` LOCK %EXTERIOR; W.' 4' LQCN LINTERIOR; (2024-T3 M. ART 1M'SIM FLANGE THINS A �d©.�r�J�dOd�•®d 0520. AS MANUFACTURED BY AVDELRx.PA9PPENY-NIER JERSEY 07054OREQUAL_ I ---------- ----------- 03' -- #ea AAoo ax EAOWAD ADDS®.Iro 0 L.o xs Ov s.En ',� ##1eWaea nasxc Ar.,,OrQ tx�w NOD-•«n s wnD m e Ri r x ERw1Es nv vunoxs xDN euDe p HDD—HVDa� FLOATING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Zane �l 'y f2D2O TILTECO,INC. 02020 EASTERN METAL SUPPLY, MC. f..L . BERTHA V`CEN 1L E COIN. A.S.S®A® Accordion Shutter System No.441 7 _ KV MADE f1 W/OR W/b H.V.WHIM BLADE — TILLIT TESTING # ENGINEERING COMPANY American Shutter Systems Ey, aw1r1DE1 ATE DRAWN WY: YP ales K w 3 .SE.SW.SOD.hR GARDENS.FLORIDA,SAE. Association, Inc. 1 OLD 17-107 /2/202 DATE 7/2/2020 -q STATE ,�__ Ph—:(305)871-Isw.Fox:(3D5)e71-1531 4266 Westroads Drwe 2 DRAWING No 'Y IlA,2T •-^'^vUpt.. 9�d^ West Palm Beach. FL 33407 I 20— 64 0a1�.!20R1 ••�S WALTER A.TILN Jr.P.E. 4 �NpSs�ONA `�EAL/SIGNATURE/DATE FLORIDA Lic. /44157 5 __�SHEET -POURED CONCRETE OR POURED CONCRETE ... POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE REWIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED OR CONCRETE , BLOCK WALL REQUIRED /---EXISTING CLASS A EXISTING GLASS ' FCONC-RVER I EXISTING,CUSS C r -7. - 2'MIN,. E_XISTINC CLASS r ) YN.5 PARATION_ ro MASS(SEEI - (',O-.- MIN SEIVIRAT" i-EO I R1 CLASS SEE 1111�g�Q)� TO MASS(SEE F 1 '��SEPARATION I SCHEDULE ON SHEET 1/16'R3-MAX. ON SHEET 19 FOR I SCHEDULE ON SHEETGLASS(SEE -- --. - I FOR MADE OA D (6063-T6)CONT. MADES m tr A ---._1 E��"ro (LOCATE AT. ON SHEET 19 FOR ALUM.CLOSER __—.. !ON S+EEL 19 FTft� Tom. ____ I FOR_.. _-- EITHER SIDE RACSm&® PLATE. (LOCATE 1/2" �--. . __ __ ` RADES C)&0 ON SHEET 19 FOR OF SO) I AT EITHER OE MIN.' ' RAGES m h a 1/2"MIN. 1 4) I ' -I I _ r *L15E 1"OR 2'MAX. 1 _ /10XI/2'S.Y.S. I #10.1/2"S.N.S _. ___ _ r ----- (AS APPLJCABLE).2'v1/6'•O•-2' ' -- ---- O 16"D.0 r�e -- O i6'O.C. ( ayr__— -_ _ ALUMINUM CLIP ANGLE _ L __ '4'. , (6063-T5 ALLOY)AT MIDHEIGHr ;4 + --- -- - ' (1)/10.1/2'S.M.S.TO@k /`J 1r__.__. // (2)1/4'w TAPCONS ANCHORS TO )5 ./ / WALL AT 1'O.C.(LOCATE AT SEE DETAIL X F 1 ( SIDE CONNECTI �r OR (� EITHER SUE OEM) (J)OR OR SEE DETAIL X FOR �'i,OR N{LM TO TRAC SIDE CONNECTION 'L7 � O O O�•®- wl�wci; 7�-Ze1.�•®w TO TRACKS "O-©'Q-L/-�'• - SEE DETAIL%FOR '4 t ®w�ywr6•(71. 0••®. ' N(1Ey��� s7._ SIDE CONNECTION NrsE(•��,' , ®•®w®•(�-©•©- ®"®•®"©•®- TO TRACKS !� ©•O7 '©"©•O7 •®- ©.Oj .©w(©�.O.®. ®•®-©.f'.1J1•®w 0•0wO.0.0- ®•®-©'®°1®•©•' ®'®"©'l9"'lJ•®- Q•®-®•0--VVV•® V'-l7 ®•®s.®.®uOB.®a END CONNECTITION-DE®® 10 �® END CONN C ON DET®®Q� (1 END CONNECTION DETAIL 40 AND C CTIO •' __ +fT.-__-- _- Y FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR i REWIRED ONLY - - ....-_ L -EXISTING GLASS �� CONCRETE BLOCK WALL EXISTING ,{N . REQUIRED CLASS (d; 4 ` MIN.SEPARATION II1:`I/2'S.Y., roMASS(SEE O 16' .,. PAN.SEPARATION SCHEDULE SHEET 1 MADE(DANO CONCRETE I 1 roGASS(S?:E I --------- ON 94EET 19 FOR ANCHOR a •_ SOEOIAE ON BEET J 3i -----_--__-- 11 FOR MADEmI1D CONCRETE RIOt3�k QA �-_ 12'O.C. /•. ,4�.' ----'-- ' ANCHOR _- L J (D ® �- ---- OR O.C. • -1/7'MIN. MAOES h � ft -b - 2' MIN. O� L�EE __. � � ESHOE' S ) oR1 OR 1 QR 1 OR 1 VIEW Y2 IIIIII. UM TATIONS OF USE FOR PLAN POURED CONCRETE OR I OR ®• --- -- 8• 7-B 10• DET_ AIL X CONCRETE BLOCK WALLEQURED END INSTALLATION 1 -HV BLADE OR 1 A HV WINDOW BLADE INTO ®•®-®•®-O•®- CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL SQ Q•®-®•®w®.®-®.® ©'®-® ®-® END CONNECTION DETAIL© -©® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ` H11 111 X� 02020 nu ECO. INC. -._.. __02020 EASTERN METAL SUPPLY,INC. ��`� X•, " � BERTHA HV •: ____� I L E C 01k \ ss ■S p■ Accordion Shutter System No.44 6 � = KV. MADE;1 w/OR W/b KV WNWN IAADE stems MY. �—— TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems DESGRPT'ON DATE DRAWN BY: M.P STATE F r 6355 N.w M.,St.St..3a.v 1c6w 61RDa$,RdUM 3316 Association, Inc. + OLD_ 17-107 It 7/2/2020 Z�O:• �. Ph— (7O5)87t-1530.Fm :(305)871-1531 2268 Westroods Drive 1 Sr ��.• (QRi P.�•,•1•a��-`= .-maa:tilt-0 i.wm (Nest r alm 9eoth, FL 334( 3 ---_-._ WING ND F20-164 YO ION TM E \N wYTM A TILLR Jr.P.E. 4 — -_--- AHlenul �1SEAI_/SIGNATURE/DP.TE FLORIDA L c. 144167 s ET 0 OF 20 1 I SCHEDULE a41 SCHEDULE N12 �`t4c�jt MAXIMUM SHUTTER SPAN "L+" OR -L-" MAXIMUM SHUTTER SPAN* "L+" AXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR -L-" ft. FOR INSTALLATION LEGEND �IAM ® ® ( ) R 'L ETRI INSTALLATIONS $ or or INSTALLATIONS Wf W.. CONCRETE & W000 (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK or or or T a jWf/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING.HO LOCK ®W/ NO lKI RODS or ONE HV�ortx4y/ NO LOCKING WALL A, 8. C, D, E, M, N, 0, P, O, as:M DE�IgfOp�nl E pAN GA('NEM NEGATIVE CENTERMATES®&®W/ ONE HV 'T" W/ NO LOCKING RODS® :ID MOUNTING F, K & L R, S, & V. LOCK®W/TWO LOCKING RODS®TOP & (SEE NOTES Y,It) MAID FOR MOUNTING(ED (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM :SEE NOTES I,it coNcaclE•WOOD SHEET 7) FLOORI/ GNG G. H. 1. 11. J T, U. W &X WALL MOUNTINGS (TOP/WTTOM)OR FLOOR/CEIU NIG: "AN." CONCRETE k WOOD NSGLLATIONS YWIIIW MONAN CONCRETE & M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. ABA on m A9.o.0C1fWI wf2L oOMN INSTALLATIONS ""am WILL MOUNTM 1 DETERMINE MAXMAUM SPAN'L+'FROM SCHEDULE WALL MOUNTING 1100R/CFYJNG RA1WG k Aa61G TLOOR/COLMG MDUN(WO GIVEN A NEGATIVE A.S.D. fA.jl MOUNTING (►'7-) ROOR/CEIING MoIMRI1G (1-0 OR DETERMINES MAXIMUM SPAN E'SI-C''I PRESSURE SCHEOLILEN.G, I.as-) I.OR-) 17OOR/WML UMNaM L+ (IQ L-N L+ (11) L-(q L+ (a) L-N L♦ (U L-(Io 0 MAXIMUM SHUTTER SPIN 'L+'OR'L FOR INSTALLATIONS INTO WOOD SHALL BF L.MITED TO Fw&MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES' IV-0' 16'-0" IV-0 16'-0' 30 16'-O" 16'-0" 30 IV-0" 18'-0' 105 W. AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+'AND 'L-'. 35 IV-10" 14'-10- 15'-2' IW-O' 35 14'-10' 14'-10" 35 15'-2' 1W-Io' 40 13'-10' IS'-10' 14'-2- 15-2" 40 IN-10' IV-10" 40 14'-2' 15'-2' (3)PROCEDURE TO DETERMINE MAXIAUM SPAN FOR 45 13•-1" IN-1" 13'-4" 14'-3- 45 13'-1' 13'-1' 45 13'-4" 14'-3' 1' HV CORNER CENTERMATE/3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8" Is-7- 50 12'-5' 12'-W 50 IV-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10" 11'-10' 12'-1' 12'-11- 55 11'-10" IV-10" 55 11'-1' 11'-11- SHALL BE AS INDICATED ON MANDATORY CONDITION/2 FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 6D IV-A" I1'-4" 11'-7' 12'-4" 60 11--4- 11'-4' 60 10'-2' 10'-11' HOTE #5,SHEET 5. RATING: 65 10-10" 10--10" 11,1. ti'-tt' 65 10'-10" 10'-10- 65 9'-5" 10'-1" DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' W-6' 10'-9" 1V-5' 70 10'-6- 10'-G' 70 8'-9" 9-4" L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1- f0'-I' 10'-4" IV-1- 75 10'-1' 10'-1' 75 - V-9" I tt EXCEPT THAT MAXIMUM SHUTTER SPA(11.+'OR INSTALLATIONS. BO 9'-10" V-10" 10.-0' 10'-9- 80 9'-10, W-10- -L-'AND MAXW.LM A.S.D. DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 V-6- 9'-6" 9'-9' 10'-5" 85 9'-6' V-6- IbTALIATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3' 9'-3" 9'-5' 10.-I' 90 9'-3- W-3' SHALL BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING L1 MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 6'-9' 9'-2' 9'-10' 95 V-0" W-9" LIMITED TO +64,-72 P.6-f. AND W-O" SPAN. SEE 12 MAX. SPAN FOR FLOOR/CEILNG MOUNTING 00 8'-9. W-4" 9'-0' 9'-7" 100 8'-9 B'-4' MOUNTING©ON SHEET 7. 9NSTALLATIONS. 105 8'-7' T-11" 8'-9' 9'-4" 105 W-7- 7'-II' 110 V-4- 7'-7" 8'-7" W-2- 110 W-4- - 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE 115 W-2" 7'-3" -4- W-11' 115 W-2- 7•-3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'L1+", 'L2+', 'L1-'AND%2-' 12D V-O" W-:1' V-2" W-9' 120 8'-0' V-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-1D' 6'-8" V-0- V-5- 125 7'-10" W-B" ALLOWABLE SPAN AND NEGATIVE AS.D.DESIGN 130 7'-8 8'-5' 7'-10' 8'-1' 130 7'-8' 6'.-5" WINO ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7-7- W-2' 7,-Sr 7'-9' 135 7'-7' W-2 MINIMUM sPACNc. 140 7'-5- ' 5'-11" 7'a" T-6' 140 T-5' ' 5'-11" ASTM E-1996 SEPARATION 145 7'-3' 5'-9" 7'-5' 7•-3' 145 7'-3' 5'-9" TO GLASS 150 7'-2' V-7' 7'-4- 7'-0' 150 T-2" W-7- 155 7'-0- W-5- 7'-2- W-9' 155 7'-D' W-5' 1 TH RU 3 1" 160 6'-11" V-2- 7'-1- W-7- 160 V-11' 5'-2' 165 6'-10" V-1" 7'-0' W-4- 165 V-10" 5'-t' 170 6'-9" 1'-11' W-i i' W-2' 170 6•-9" A'-11' 175 B'-Y 4'-9- w-9- 6'-0" 175 6'-71 4'-9' ISO V-6- 4'-8" V-V` W--10" 180 V-V` 4'-0" 1 H V BLADE 185 W-5- 4'-6' W-7' 5'-B" 185 V-S- C-6' 190 V-4' 4'-5- C-6" V-6" 190 W-4" 4'-5' 195 W-3' O-3' 6'-5" S-5' 195 6'-3" 4'-3" 200 V-2- V-2' V-4" 5'-Y 200 V-2- 4'-2' 205 6'-1' A'-I" V-3" 5'-1" 205 1 W-I" 4'-'- FLORIDA BLIM CODE(Non High Velocity Hurricane Zone ( ( INrr 02020 TILTECO.INC. _ 02020 EASTERN METAL SUPPLY, INC. ,•••`"'�' �i� BERTHA HV .• A S S A Accordion Shutter System ■ ■ ' ■ ■ RV. RARE*1 W/OR W/0 KY. MI SOW MADE e N0. '1 by_. - American Shutter Systems REY.N DV=wrM __ LTE DRANK 9r:M.aV. G. TILUT TESTING M ENGINEERING COMPANY Assoalatien. Ine. I OLD 17-107 ,/2/2D2r wL- 7/2/2D20 GG SM&W.3M.X'Va.x1'VPKM�wx n°M°A u1 4268 Westroads Drive 2 'a. STA OF PAW-:(305)071-15M.F• :(SOS)071-1531 DRAWING No '�0-c'•.'`CO 101 •'�` •-m°ci 0�006aeo"'"m West Palm Beach, FL 33407 20-164 WALTER A TUB Jr.P.E. 0N :i .ypA1/SIGNATURE/DATEa ua 0 44167 a SHEET1 OF 20 i MAXIMUM ANGYOR4 SPACING (in.) SCHEDULE FOR A MEN IAAY SHLITTFR A c n- DESIGI� NE�!Tl4E PRESSURE RATING AND A CORRESPONDING OEM iYP FOR CONCRETE OR GONCRETF POURED CONCRETE SEE 91D5 A .BLOCK INSTALLA:.: ..: •.s+¢T e. CONCRETE BIACK - TAPCON OR ft A WALL HEADER MOUNTING &WNl HEADER MOUNTING 0 WALL SILL'IOUNnNG 0 WALL SILL VOUNnNC C ek F WAIL HEADER/SILL TAPCON WITH ADVANCED MAXIM WALL HEADER MOUNTING W W/-a MOUNTING iF1READFORM TECHNOLOGY TI M1I 1Y/�__ W/74 /^.2 (1D Asa Gav,a w IRSa1E R91e: .sb OE M WWK nESln[INaC •a-9 NJM PRl36FL srv.� .-r m7DL MOUNT PRIM C Wiec to•.so.M3M NMM.FFOSLK 01w p nF571 IH+9NL fRSaQE iN166 G" ALL POKM SOLID-SET )0 40 001731 00 120 180 205 30 40 50 75 90 120 IW 205 30 40 a0 75 90 120 150 205 30 40 60 75 90 120 160 205 30 40 60 7S 90 120 160 205 30 40 60 75 90 120 160 205 BLUE 14 1x o e 8 14 12 10-9 a 8 6 6 14 12 10 a 6 6 14 12 10 0 8 a 6 - 14 12 10 6 ,SS 8 a e a a 7 �SC - - - TAPPER+ -- 3'-D. 14'I T'10 Y e 8 'S'8 t{ 12"10 9 e 5 'e 'a 14 12'10'0 8 8 8 6 14 12 10 0 e a 6 '6 14'1 x'10' 9 r • e 8 e' a' a a' a' a' e OR lA. 141210 • e e 'e 's 11'12'10 9 a a e % 14 12 10 2 e a 5 6 14 12 10 9 '5 8 9 '3 14 12 10'9 t•1� a e' e' •I • &• 141210 �1a 'a'6'a 14'1z1o9 ' 6 e a 14 12 t0 9 a'.ee 6 U 12 10 9 e 6 8 '- 14 12 W'9 'aTTTa1i' s e e' e'ets T i - - - - _ 14 ,2 10 4 14 12 10 9 e-e 11 12 10 _ _ 4 / 14 12 10 9 a 7 - - 14'-12 ID 0.-'8 7 53 - D" e-8 a 4•-0' 7 4,S 10 -"� .-t (/ t o 12 f o 6 6 14 12 +o'9 i e 14 a 10 0 e a 5.5 - 14'12 10 9 6 e 6 6 e e b' a e t a • .__ _ /4u110 • ea � - 14 f210968e41{ 12109 • a • 814121099 8 - - 141210� 9eae aeea eaaBS 141ta 10�•1e_,-5 • 4 14 112'10'9 a a 6 0 K 12'10'0 8 '� _/ 14 12*10 9 0 8 - - 1{ 17 to19 a 8 _6 _ a_ e' n' a e a 7'Sb 14 12!is a e a - 1412 10_9e_1.•-1 0T4-12 SD 9 a U 1y-50 B'7.S - - 1412 ,O 9 75 Sb - e B �8-E'7b 55 4 3 i 14 12'10'! e0 4.8�- 14 12 10 9 9 86 '3.5 14'12'10'08e66 14 12 10 98 7 _ - 14 12 10 9 85 '6 - 6 a a 8 5 e a' • STfC�ICAT10N5 4 1210O a '65 - - 14 12 to 9 a a 43 - 14 12 10 0 5 a 6 5 14 12 10 9 0 3 14 12 10 9 8 7 6 6 6 a e 7 i s 7t3 14'12'10'9 e e / 11 12 10 9_6 e a �3 ,1'12'l0 9 a _e e 6 14'12 10 6 e - - - 14 iz'10'9 a 73'- - s a 8 n e 75f10'4 14 12 10�0 8 55 J - 14 12 10 ➢ e!4A`- 1a lx ID s-s e 6 11 lI 93'7.5{{ --- - 14 12 9 7.5 E.S 33 - a 8 8 7.5 6.5 Ib 16 8•�. 14,12'to 9 A 55 - - 14 12 10 9 a 5 '4b - 14 12 10 0 a a 6 6 14 12 10 9 5 4'- - 14 12 10'8 8 a 4 1- ■ e 9 e' a 6 e 73 14 112 10 9 8 _3 - - 14 12 10 9 a • - 14 12 f0 / • 6 eb 35 14 12'10 9 4.6 - - - /4 it 10 9 73 4 - - a II 8 8 6 7.5 55 1 3 14 12 10 0 a 5 _ - 14 12 10 9 a • 4 - 14�12 10'e • a a 5' +4_12 10 9 S - - - 14 12 10 9 •' a e 6 e' 6_4.5 - 14 12.10 1 A 4 - - 1%-u 10 9 a 6.5 3 - 14 1 12 10 • I a !- t a 12-e-i.'S•- - - - 14 12' 8 8.5^5.5'- - - !' - 7,-0• 14 12 10 9 8 4 - - 14 12 10 9 a 6.53 14 12 t0'0 S e 6 - 14 12109 6 - - - 14 12 10 9 9 7 - - e s a a 0 0 7.5 6 14 12 10 9 '43 - - 14 12 10' 9 6 4 - 14'12 10 9 8 7 4 - 11 12 t0 &5 - - - - 14 12 10 a 65 - - - • e 8 9 65 5 3.5 - _ 1411210 9 *73175^•- 14 12'10 9 e 6 - - u 12 10 9 9 e 6 _14'12 10, 1 - - - - 14 2 to_E.5_7 - -_ 8'a e e 7 5 4 - i4 12 +0 0 SS 3 - - 14 11 10..9 a{b - - 14 12 W / 6 a'"- - 11'11--�T - - - - to lV' 7 S5 SS - - a 0 7 55 4.535 - - 8'-0' 14'12'10 9 SA - _ - 14 12'10 9 e 4.5 _ - 14 12 lei 9 5 e - - 14 12 10 7 a = _ - is 72 10 9 e 3 _ _ s e e e e ZS 7 1 f(�•SEE UYITA170N5 OF USE 14 12 14 12 10 55 3 - 14 12 10 9 Q - 14 12 1 10 y 0 a 5.5 - 14 12 8.5 3 - 14 12 5.S 7 4 e a 8 1 55 4 3 L 14 12 10 0 5 - - 11 12 10 1 8 4 - - 14 12 110 1 a 8 - '- 14 12 9.5 - - 14 12 95 75 45 - - - e 0 6 76 5 4 5 POE OK SHEEP 19 10 65 4 - - - 11�1] 10 7b - - - 14 t2 W 1 a - - - 1]9.5 4 - - - - 13 95 6.S S - - - - 8-6.6.5 5 4 3' l2 10 65 ♦ _ - - 14 12 10'9 7.5 - _ - 14 12 10 9 5 - - 14 12 10' 5 _ _ - - 14 12 10 1 b.s _ _ - a 8 5 e a'6.5 5 3 14 12 e5'4 - - 14 12 10 9 4.3 - - 14'12'10'9 7.5 - 14 11.5 45 - - - 14'11.5 7.5 a - e 8 7.5 6 +5 4 11 12 10'e 1 - - - If 12 10'9 7 -- - - 14 12 10 9 6 - - - N 12 S - - - - - 14 I2' 8 05 - - - - 8 a 8 6.5'55 4 - - 14 lz as 6"SA=- - 14 a 10 9 es - 11 a Io"`-9 e - - - s as - - _ - t5 s-s�5'_-'_-... _ -i a ss7si.5 _- 10'-0• 14 12 9S 5 35 - - - 14 12-10'0 53 _ - - 14'12 10 9 'e '- - - 14 12 7 - - - - - 14.12 10'7-5 5 = - - 8 8 8 a 8 73 4.5 - 14 12 55 3'- - 14-12'10'0 3 - 14 12 ,0 9 e - - 14 105 3 - - - - - 14'1o51 7 35 - - - 0' a 7 SS 4.5'35 - 14 12 1 '45 3 - - - 14 12 10 a 5 - - - 14 _12 :0 14 14117.5 _ _ _ _ - e 8 75" e'S - - - ----- 74 11 T - - If 12 10 - - - - 74 12 10 - - - OS 6 - - - - - - 03 a S a 5 4 35 - - - 1 11 12 7 - - - - - 14 12'10 - - _ _ - 14 12-10 - - - - - S - - - _ - 14 12 10 - - - - - 8 8 8 8* 8 7 3.5 = 11 ,:'4 - - 14 12 10'- - 14 R 10 - - - - _ _ _ _ _ _ 2A 15�6 - - _ _ _ 8 5 8 5 4 3 - _ 14 a a5 - - - - 14 a 10 -_ _ 14 _12 10 - - - - - 35 - - - -_ - - 14 to 7'- - - - !'a 7'S.5'_4b - - - 1{ 11 12 10'- - - - - 14�12 10 - - - - - - - - - - - -5 1 3.3 -33 3-'- - f4 12 SS'- - - - - 14 12 t0 - - - - - 14 12 10 - - - - - 4 - - - - - 4 12 10 - - - - - 6 9 8 6 8 6 3 12'-0'14 12 3 - - - - - 14 12 5 - - - - - 14 12 10 - - -'- - - _ _ _ _ _ _ '.5 &5 4 - _ _ _ 8 8 5 _ 5 4.5 4 _ _ _ 14•12 5 - - - - - 14 12 10•- - - - - 14 12 10 - !_ _ _ _ - _ _ _ _ _ .s' _9.5 4.5 -_- - - e a a 5 4__ - 1 HV BLADE OR 1 HV BLADE 14 12 - - - 14 11- - 1{'Iz'- - - - - - _ - - - - - 9 6.5 - - - - - - 8 6b 45 Jb s" - 13•-0 14 12 _ - - - 14.12-- - - - - - 14 12 - _ _ - - - - - _ - - - '412 - - _ - - - 0' S 8 e. a - - = W/ tA% HV WINDOW BLADE 14'10' 14 12 - - - - 14 12 - - - - - - - - 8 3 4 15 - _^ 14 12 - _ _ _ _ - 14 12 - - - - - 14 12 _ _ _ _ _ _ _ _ _ _ _ _ 59'S S54.5 ,. ,2 - - - - - - 14 12 - - - - - t4 12 - - - - - - - e- 6 - - - - 8'a 4 3 WORKING IN UNISON 14 12'- - - - - - 14 12 - - - - - 14 12 - - - - --- 14,9-- - - - - - 14 12 - - - - - e'8- e a 7.5 4 - - 14'-0 14 7 - - - - - - 14 12'- - - - - 14 12 - - - - - - 10•4 - - - - - - 10 7.5 - - - - - - a 7.5 5 4 3 - - - 14 11.5 IS 12 _ 14 12 _ _ _ 0b'4 - _ _ _ _ _ Q _ _ _ _ - _ a' a s 4 - - - 14 _ - - ti^ _ _ 14 - - _ - - - - _ - _ _ _ - _ '.5' - _ - _ - - 75 Se 3.53 - - - _ 14 - - - - - - - 14 - - - - - - - 14 - - - - - - - a a 9 7 7 35' - 15'-0 14 t4 _ _ - - 14 - _ _ _ _ 9 '_ _ _ _ _ _ _ 9 _ _ _ _ _ 8 7 45 3.5 3 - - - _ _ U - - N - -_- - - 10 - - - - - - - 10 - - - - - - 8 755 4- - - - - 11 _ 14 - - - - - - 14 - - - - - - - 14'-'- - - - - - 8 e' 8 7.5: 6 3 Anolft 14 114 Is,- 1♦ - - - - - - 14 - - - - 14 - - - - - • - - - - - - • a5' 4 3514 - _ 14 _ _ _ 14'_ - - - _ 9 - - - - - - - eb - - - - - - - s7 4.5 - - - (Non Ni h Velocity Hurricane Zone. II�IIITf.VAT 02020 TLTECO.INC. _ 02020 EASTERN METAL SUPPLY, INC. 19 t/P� BERTHA 3; EN �'••. = Accordion Shutter System A■S fS■A■ H.V. BADE 11 W/OR W/D KV.WINDOW RAM 2 No.441 American Shutter Systems - "-- „k: TIWT TESTING B ENGINEERING COMPANY r �''a D 17-10N _ 2/2 oa59N aY: Mr e3ss tow.NO.51,6a.305.wNGWA GAPKE/4,FLOOCT 331 AseOClatlOn, Inc. 1 OLD i7-107 � DATE 7 2020 �Q STATE PI-:(335)071-1530.1-:(Sos)s71-15J, 4268 Wastroads Drive 2 _ DRAWING No T�yO �ORI .--fl:9it..o•901.w9 West Palm Beach, FL 33407 3 20-164 fly.��•. �► U- aL 0006710 4 • wFLORI A T0 Jr. 7 iip4,N�ONAI,n f SEAL/SIGNATURE/GATE iwNOA uc. 1 44,6 ` SHEET OF 20 MAXIMUM ANC.kR4 SPACING SC14EDU F mER SPAN SPECIFICATIONS ON ANCHOR REQUIREMEW&POURED CONCRETE OR CONCRETE-BLOCK SUBSTRATES (SEE MOININGS E,G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POUM Omcna1 4WEIT■DOT OOIlIIID OONgETE (A) TO EXISTING POURED CONCRETE:(Min.Vc - 3 W) EOWALL SILL MOUNTING O CEILING MOUNTING �N FLOOR MOUNTING - 1/4'0 TAPCON OR TAPGON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS'AS MANUFACTURED BY t.T.w.BUILOFXL. (W..1'. - 3 Hai) momm9PAM /1itIGIQRS SPACING LEGEND - 1/4'0 6 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. (Min.Yc - 3 Hui) PA SL FIEWK P03M ROBa :_•. �� PRE35lH Blllf: SA MB:V6f PI®/E 1117►C'.:1 -. .._ -_. - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Mn-f"c - 2 Hai) TAPCON OR 1 4 0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT, INC.,AND DISTRIBUTED BY ALL POINTS SCREW. BOLT&SPECIALTY COMPANY OR ANY 30.40 60 75 90 t20 160 2 b 40.BO 75 90 120.160 205 30.40 b 75 eD 720 160 205 - / ♦ 12 tD 9 B 8 e ':.5 1 _ _ , 6 6 t4 10 9 8 6 TAPCON WITH ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMEIRCAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. rc -3 km) 7 4 4 12 10 9 8 6 '6 6 14 to t0 T a a 6 6 8 14'12'1D'9 a 6 6 6 -ME TECHNOLOGY 14'12 10 9 a 8 e 6 14 tl /0 aia f 6 8 14'12'to'9 a 'a a 6 ALLKTA W/ .1) 9 6 6 6 7 14'12 10'• 6 6 6 a /4 12'10 9 6 6 6 6 ■ TAP w CAP A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED iMREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 ,1 10 9 6 fJ 3.5 14 t2 10 9 a 5 f • 14 1-� 2 10 9 f 0 6 0 TA_PPOt+ - ANCHORS IS 1 3/4 AND FOR BLUE TM W/CAP ANCHORS IS 1 1/2 4.-0. t♦'ti_/0'9 6 f f 6 14 12 10 9 a 8 I t 6 14 12'10 • f 0 t 6 15.5 A2)MINIMUM EMBEDMENT OF 1/4 0 x 3/4'Nl POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 • .�I f 4 14 12 10 9 6 a)6 i13 14 12 10 9 5 0 4 33 INTO STUCCO SHAD.BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO EXISF.AND __. ... 14'12 10 9 a a • 4.a 14 12 10 9 a f f I a.5 14 12 10_9 6 'a 0 '43 - 1'MINIMUM FOR WALLS WITH NO STUCCO. -- - 11 ti i0 tl 7.5 03 3b'- 14 t2 10 9 a 0 0 S l4 t2 iD Y 8 7 ^.5 4 48Q aF Ala Wlt N/IO[ 9lLW 19 14'12 10 9 8 8 6 6 14 12 10'9 8 12'a 5.5 14'12 10 9 0 0 6 '48 A. IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 5•_0• 14 12 10 9 6 7 4 - 14'12 10 9 a '193 5 34 14 12 10 6 83 5 •5'3 ANCHORS SHILL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 8 7.5 _- 14 12 10 9 8 9 6 43 14 12 10 9 8 8 45 375 NOTES A1) &A.2)ABOVE FOR INSTALLATIONS ON VINYL SKIING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14-12 93 T5 65 4.5 - - 14 12 10 9 8 7.5 5.5 4 14 12 10 0 6 6 43 JS INSTNIATION INTO EIFS WRH METAL STUDS SEE SHEET 20. 14 12 10 9 6 0 6 - 14 72 10 9 8 6 0 5 14 12 10 9 5'•3 5 33 (9) To H70SnNG CONCRETE eLorx:(Asru c-ao) 14'12 10 0 75 53 3 - 14 12'10 8.5 7 5.5 4 3 14'12'8 &5 53'4 3 - 14 12 10 9 '6 6 -__- 14 12_10 9 '_6_6.5_5 3. 14'11 10 9.5 9 5 4 - - 1/4"e TAPCON OR TAPCON WITH ADVANCED THRFitDFORM TECHNOLOGY ANCHORS.AS MANUFACTURED By T.T.W.BULDEI(. 71 12 8 8.5 55^3 - 4-12 t0-9 v 8 6 5 t.S JS U 12 10^0 7 S •` 7 - 1/4"0 4 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. t4 12't0 9 e 6 - - 14 t2'10 9 8 7 5 a 16'12.10 9 73.55 4 7 - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 7'-D" 14 12 10 0 69 4 - - 14 12 9 73 6 4.5 1.5 - H 1a5'7 -53'43'3.5 - _ - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY OEWALT,INC.,ANTI DISTRIBUTED BY ALL POINTS SCREW. BOLT&SPECIAL TY COMPANY OR ANY 14 12 10 e8 7 4 - - 14 12 9 -9 6 4.5 . - 14 12 9__7 73 H` - - OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. -- 14 i 7 SS 45 - - - 14 12 10 9 75 53 4 - 14 12 9 7 6�-13 3 - NOTES; 8'-0" 14 12 10 9 8 6.5 - - 14'12'10 9'a 0 4 '- 14 12 10 8 8.5 6 33 - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON 14 12 8.5 7 55 3 - 14 12 a 6315'4 3 - L5`93 6 5 4 3 WITH ADVANCED TWXADFDRM TECHNOLOGY ANCHORS IS 1 14 12 9.5 75 6 - - - 14'12 9.5'6 '6.5 5 - - 14 i 19'6 6 a 3_♦ - - 13 9.5 63 5 3.5 - - 14 112 10 a 63 5 - 14 11 0 K5 S 4 - B.2)MINIMUM EMBEDMENT OF 1/4"0.314"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 9'-0" 14 12 10 9 11 - - - 14 12'10 • 7.5 4.5 - - 14 12'&5 7 5.5 4 - - EMBEDMENT INTO STUCCO SFA BE PERMITTED, 1/4-0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14'11.5 7.5 6 4 - - - 14 11 7 5.5 S 33 - - 11 a 5.5 4.5 33' LL- - - FXIST,AND I'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 8 6_5 4.5 - - - 14 12 83 7 L5 4 - - 14 1" 7 5.5 6'45'- I.S a3 53 ♦ - - - - 14 12 6 7 11 4.5 - - 14 11 7 5.6"4-5 1S - - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 1O.-0 14 12 10 9 7.5 - - 14 12.10 'a 6.5. 5 - - M 12 0 6 5 '4 - - ANCHORS SHALL EK LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAD WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 10.5 7 5 3.5 - - - 13'L3'63 5'4 3 - - 10 73 5 4 3 - - - NOTES B.I)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7.5 5.5 - - - 14 11.5 9 6'a 4 - •LB'93 6 5 4 4 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 03 a S - - ^ - - 14 12 s L5 S5 4 _ - 13 10 0_S'D 4 3 - - 11'-0• 14'a t0 - - - - ,4 12 9 7 6 14b - 14 10 7 5.5 43 33 _ - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. .2.5 93 5 - - - - - 12 9 5 4.5 4 3 - - 8 7 4.5 35 3 - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.DJ VERSUS SPACING REIA7ONSHIP FOR ANCHORS. 14 10 7 _ - 14 la5 7 Sa 4.5 - - - IA 03 53 4.5 175 - - - 98 7 i.5 - '- - - 14 �53 73 6 5 - - - 12 9 6 4.5 4 -� 112'-0 14 12 10 - - - - - 14 12 8 '63 B3'- - - 13 10 63 5 4 _ - - LDU-D15-AN;,E VEP.SUS SPICING.4CHWKE_FOR ANCHORS: I5 83'45 - - 11 a 5.5 4 3.5 - • 6 4 3 - MA10WM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 73 93 6 - - 13 . 6.5 5 4 - - - 06 0 5 4 - - - - BY MULTIPLYING SPACING SHOW ON SCHEDULE BY THE FOLLOWING FACTORS. 9 85 - - - - -_7+7 53 45 - - 11 65 55 43 33 - _ REDUCED SPACING OBTAINED USING FACTOR 94ALL NOT BE LESS THAN MINIMUM SPACING WD'GTED FOR F1CN ANCHOR 71'PE. 14 12 _ _ _ - _ _ 14 11.5'73 6 5 - - - 12_'9 5 43'4 _ _ FACTOR ��' _ 1Y-0 a5 6 - - ^ - 10 7.5 5 s . 3 -. .- 73 3.5'4 3 '- - - - AM ------ _.-�N WfTN ADVANCED Ay SOLID SETT /CAP TAPPER + 2.5 5.5 - - - - - - 12'9 0 '4.5 4 - - 03 7 '5 4 '- - - - T�ADPDRM TECHNOLOGY MIL saAClnc TAIPCON POINT 1w TAP w 6 6 - - - - 13 9. ss s - - - as 7 s 4 - - 1 V BLADE OR - - - i --- _ _ _ _ �-- MIN.SPACRIG-3 MIN.SPACIAL�3' MIN.SPACING-3 1/2"'MN.SPACING-r 3 3/4- 4- E.D. 14'-0 14 12 _ _ _ _ - _ 14'Ia5 7 53 - - - _ 11.� 55 43 - _ _ - _. - '-T-. . 10 73 - 8 '7 4.5 35 - 7 'a 3.5 3 ' 1 HV BLADE W/ URED CONCRETE• ,„an m1rffE m/pftE eLDo POURED concNET6& POURFD CONCRETE pq�Op1ppE mlalEiE um t.s a - - - - - - t,'a s.s 43 - - - - 9 t3 s.s - - - - - COW-AM LOCK bL EO.3 1/2'WE M-2 IA' �R 3� WK CONCRETE,� NL En.3 1/!WL CD-2 IT 73-- _ - _ - - = ,z:a- - ,- .5 7 43'- - - - -WINDOW 14 _ _ _ _ _ _ _ 1- 10 3.5 - _ _ _ _ •0.5 a 5 - - - - - BLADE WORKING 3' 1- QUIT 1.0 D_7a - DA7 1.0 15'-0 _ _ _ _ _ _ _ _ 1 QUIT 1.0 9 _ _ _ _ - _ _ .5:6.5 4 - - 6.5 5 J IIJ UNISON 2 Z - Q71 7-O 63 6 4 - - - - - 11• 9 63 4.5 _ - _ _ 1 3/4' _ 091 - - - 0.43 - t6'-0 14 - - - - - - L5's a ;- _ _ _ - 111 7.5 s - - - _ - 1 1 2' 0.35 - _.__�._ - - 0.35 - a - - - - - - - a16'4 - - a 43 3 '- p.5 _ _ OS 7 a _ _ _ a 6 4 '- - - FLORIDA BUILDING CODE(Mon High elocRy Hurricane Zone _ - - - - 11 I1h ill 02020 nLTECO.INC. - -�-� 02020 EASTERN METAL SUPPLY,INC. 4A __ ..�._ HV ,.. S S A Accordion Shutter System � - =Eq c. ■ a1 ■ ■ KV. RADE ll W/OR W/O H.V. WINDOW HXE No.44 67 *; - TIW7 TESTING ENGINEERING COMPANY American Shutter Systems pagwooS DATE ORA•N BY: 9.v s * rLo Association, Inc. I OLIO n-To7 wA 7/2 zozo a' STATE .F 6555 N.W.]Yn. S)Sh.]OS• .Fo,:(3CS).RAIWA]]t•. gp68 Westroods Drive 1 Pn.n.:(305X77t-15b.F..:(7C5)871-1531 DRAWING No =9p'•. .-moil:bR..0.a.Pan West PDIrn Beoch, FL 33407 1 ALTERCA-o0o6719 4 20-1 64 -'''�`-SU/ •4 WFLOR6M Tic r ♦r.RE f SHEET ..N... RI4609EAL/SIGNATURE/DATE ,��� - 9 13 OF 20 �I Mysm 1lYSaama6 � ge"Ma6R FOR A d11FL1 NA_Y S�6JirFR aoau ♦C.O OEMI NEB-A1NE t►It'Ft-`d■6'i RAI=AND A caeteai MOL■1n a TYPE FOR CENEMETE OR CCON21 TF M= WM ATiONS on 1101MIeN3 t t•a l am tow 7) >Ma MEMO00 . .,,41'. pROW-V O LOASM ®fuu/rwon 61MKFND ®ttull/4fu aIcit mouN m0 ( rAPC061 OR -- 1®I 19R[1�aE M16 lom 1m K Nf9YlE Ilia U 1s0 mw 6811E■�C amf1 W R86Ra f :. TAPCON WITH ADVANCED 30 4010 3 20'120 100= 30 40 00 75 90 7110 110 205 30 r 40 O 3 W 12D 140: 30'4o M•3'p 1120 1.0. i 1}IREIDFORY TECHNOLOGY f 1 1 t ALL POINTS SOLID-SET i 3'-O� t♦'12�10'0 �• • �0 6 1!'12 12'i!'12'u'/3 7 7 *7 '7 *7 7 '7 '7 '7 5 '6 '8:5 '6 '6 j6 'b ;R LESSi♦'12'10'• s • '6 "6 12*12'u'u;:65's 'e '4a 7 '7 'a '7 'a :7 '7 '•S s '6 'a S 'S :5 6 :5 t__. _ BLUE TAP 11 12'te'0 ■ '41 "4 12 12'12'1212'*0�73'6 7 :7_'7 '7 :7 7'7 7 S 'a 'S 5 'a '3 is :3 TAPPER+ 14 1 10 • 6 72•12.17 12 '1.5 03 53 7`7 7 7 7 Lb 4 6 6 0 5 5 0 i • ---•'--'--�-- 4'-0"'14 12'to'1 4 a 12 12:1! t!'12 03'7 �66 7 '7 '7 '7 777 7 S 'e a '6'6 '6 a '7 N'12'10 4 'a a 1 a 12 12'11 Lei'/ • '43!33 7 1 77 77 gas'a b 5 S b S -5 a S 14 12710 2 -6 0 f ■ 12'12'12 12 10�7A'6A 4 7 .7 7 '7 '7 �7 '7 :63 S 'a 'a 'S 5 4 '5 '5 I 14 12:f0 ■ ■ • 6 1f 12 12 11 • 1 5 4 7 7 7 7 7 ab 4 ] D 6 !"-6 b S Z"'�3 74 12'l0 a •'! 'i ■ 1!'11,1!'/3'10'7A'6A'4 7 777 7 7.77 5 6 14 12 s • '4 '■ u'ueA7.5 43'3A'- 7 7 '7 '7 '7 '7 'b '3a 5 '6 '5 a 'a 5 '5 '4 -' 14 12 10'e '8 • a 'a 12.12'to'a3'• 4 '4,5 7 77 77 7 'a5 • 5 '3 '5'5 '6 '6 '3 '4 i sSEE ANCHOR' 14 12 10 f ■ / a 6 113 ilia ea ♦ 3 7 7 a 7 7 - 5 a 3 0 4a - SPECIFICAMONS j 6'-0' 14 12111 f '• / 's 1 12 12 It 10 6 0 4.53.5 7 77 '7 a 'a 7 7 6 a 'a 5 a b 'S'5 ONSIIEETI3 14 12 10 f 'a •'f 4 12 u e 0 'S 4 3 '- 7 7 7 .7 7 aa'4 '- 5 a 6 's 6 5 4 '3 __-._ 14 12 70 a 0 '1 • 1 12 12'10 It 'aa 3 L3 7 77 '7 7 's '45'- 6 5 's s s 6 4a'- t4 12 10 • a 4 1!12 10 It l6 6 3{- 7-7 7 6L 4 14'12 10 a • / • • 12 12 12 all 0 .4 3 7 7 7 '7 7 7 76 • 66 '6 '3 'a '6 'a 14.12.109 '• / f / 12 10'6a 5 '4A"3 - - 7 7 7 7 '.5 b 3 - b b 5 b S 6']A 3 4'12'10 4 a / 6 '4 f1 12'LS'7 65 4 - - 7 -7 7 7 7 6 - - a a 5 5 :S b 4 "- 0 VALID ONLY FOR UP TO +70, -75 - 14 t2 I0 f / It - 12 to 13 7 as -i'3' - 7 7" 7 &B .A 3 - - 5 5 5 5 74A 35 - - PSF A.S.0 DESIGN PRESSURE B._0. ,4 I2:l0 f ■ 'e "a - 12 a `.'7A s '43 35 - 7 '7 7 '7 '7'a '7 4 s a a 5's 's 'a s RATING & FOR SPANS PER u u',6'f 'e '/ 4 '- 12 f '0 4.5 3 '- - 7 77 7 '•.5'4 - - 6 s 3 a 'S 43 '- 14 u.10'0 6 4 4 - 12'11'73 6 s .73'- - 7 *7 7 73'a 4A'- - s a 5 5 6 sa'- - SCHEDULE /3, SHEET 11 u 4'io's e'-i - u 1A 76 s s 78- i7 f76 - 6 3 1 2•_0. 14 12'10"4 '0 4 '- - 12"12'2.5 /b65 4 3 7 7 7 7 •7 7 :6 3 6 's 3 a 6 5 6 5 ,4'12'to'a 'a a - - 03 6 '5 4 35'- - - 7 7 7 6 *6 3.5 - - 0 5 '5 a 5 '4 '3 - 14 12°10 9 '5 a ' - 12 10'1 3 45 - 7 '7 7 Go 3 3 ,a 33 4 10 12 10.f s •.a3 7 SS sE z5 - - 7 i 3a 46 • - - - a E -46-�D -"r---- N a 10 4 3 0 - - 12 11 11.6 5 3.6 - - 7 7 7 7 '.` 7 u'- e S 3 5 .3 6 6 4A 14 i! 10 0 a 5 - - 0A 7 4A Q3 3 - - - 7 7 7 'SS'4.5 - - - b '6 6 5 '.4a.3A - u tz'1o'f 'a '6 - 12'f "e '6 4 ' 7 7 '7 '6 's - 33 a 42 3 - 14'u 10 1 a 11 - t2 sa e s 4'3 - - 7 7 a 4 3 - = - s a s s'&S - 11'-0 1a 12'to"f 'a e '- - u'11 7 55 4s'3s - - 7 7 7 '7 7 7 3A - 6 7 6 'S 0 "S 'S 4 14.11 1O'2 •a a _ .8 4 4 - _ _ _ , 7 6 _ _ _ 6 5 5 5 ., -_ . 1 HV BLADE ONLY if'12 1o'f s � - - n's 'aa ♦ - - - - 7 `7 '7 'ss4A - - - a 6 5 5 '43'- - - 1ii2`w i'i -� t s3 4A is-_ 7 - s 45 3a-� _ 12'-0 14 12 10'0 ■ - - - 12'e3 aD 5 4 3 - - 7 '7 7 7 7 '• 3 '- 6 5 5 6 '5 5 46 33 u 12 10 a 0 - - a 64 3 - - 7 7 65 43'36' 3 's a 43'4 3 14 12 'to 9 '0 - 10'7.5 34 7 1 / '6 - _ 60 6 5 '4 :- - - '- 14 f 10 • - - 0A s 1 3A - - - 7 as s3" 3 s as]a s ._ - 73'-0 14 12 to f a - - - 13'e5'6 4.5.36 3 - - 7 '7 7 7 1 43 - - 5 '3 'a 6 '6 14'12 to f • 7 53 33 3 '- - - - 7 7 5 4 _3 - 8 5 7. 4 .3 0 a _ _ _ f 7 43-33 - - - - 7'7 '6b 4a - - - - 3 8 b Ia.4 _ - 74 li'a -- - 10 7A s 4 7.4 4 3 = - 5 4 ! - - 1, to oz.a 8A'4 3A'- - - 7 '7 '7 '7 7 .4 - - 5 5 '5 S '5 5 4 3 f ^ -- - Ita. 7 7 '5 '3a - - _ _ 6 5 3 1 _ _ _ _ 14.12. 10 0 - Ail'63 4 7 7 3 4 ' 6 '5 '6 •4 • - - - - - 7 3a - - - 7 2' 3A - - - - - 3b _ _�•...�- 15'-0u7-12'10'- - - - - 10735 '43 - - - 7'7 '77 'a ;3/' s5 a 'a 5 'a '4 '3 u'is'10 - - 6 '4b 3' - 7 '7 '45'3'- 3535 - - u'12',4 - - - - 4 6 4 - - - 7 7'S ' - - a .a a 4 - - u _ - - - _ a 64 3s _ - - S 3s _ - - - a'-0 71 3.t0 - - - - 7 4.333.3 - - 7 77 '7 '4 '3 - 66 '6 '0 6463a f4'12'10'- - - - - .6.L5 2.75-- - - - -17 7"4-'-`- '- '- - 5 'a 43'-'-'- "- '- F H CM Non High Velocity Hurricane Zone NI s mo tiLIM W- ® B TwETASUPPLY, f4- HA HVTM Accordion Shutter System _ �� E c o INC. A.S.SmA. NO.44 7 '° - Kv.8"/T W/OR W t KV.WM M7 RADE ituJT TESTING R ENOINEERIN6 COMPANY Amerkan Shaffer Sye 1 100ww"m n672 orim sr. up L135 4.12 3■R m..f14 3M IMP 17YfA6 nan.331., AesoefaHOn. Inc , OLD 17-107 o4h 7 2 =. STATE F :':.'`;' Phan:(]W)/tt-13]0.FED:t303)671-1331 4268 WtIstroods Drive 2 DRAWNIG No z�S'C�OR) ' ---� '-1A0!`mioe6OeLa0A West Palm Beach. FL 33407 j - u-6o6s7t4 .--` 11 OM A 76u7 Jr.PE 4�r�r�H2ONA sSEAL/SIGNATURE/DATE nolmn l7a/41767 ` $MEET - MAXIMUM AS D4DESIGN PRESa R R♦TIN 9 f AND CORRESPONDING MAXIMUM AN ►�o (JL�J SPACI (jnA) SCHEDULE FOR GNEN_MAX. SHUTTER SPAN, NEC!TNE AS.D, DESIGN PRESSOR ♦TINE AND A -RRESPONDihG^. 6'�Lllv_d:G hPE• - _ (SEE YOUNONGS ON SHEETS 16 @ 17). L_J B -S;TRAT1= SOUTHERN PINE No. 2 W/ MIN, G=0.55, SPRUCE PINE FlR NORTH SPRUCE PINE FIR SOUTH SPRUCE PINE SPRUCE PINE 1/2' MIN. COX _2-W/MIN. D-055, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/MIN. G=0.43 W/ MIN. a-0.36 PLYWOOD a2 W/ W/MIN. G-0.43 W MIN. G=0.36 PM( SN WALL MOUNTINGS CEILING MOUNT T CEILING MOUNT T WALL MOUNTINGS WALL MOUNTINGS CEIUNG MOUNT T WALL MOUNTINGS M. N. 0 & R FLOOR HY ZINGS M, N, O & R FLOOR MOUNTINGS FLOOR MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS W & X M. N, O & R W & X P & 0 S &V S&v S& v .:R90111TR 1®E[900 y) S0.®10AF[11�1[TAR y�I -•.®I T®W 17®R!t(Fn m uml N(rAA[llFaE aic(�l.!69a TE9R IH9N RwD 6A sn hW�E TT7s91E 1Tw•M �.aODI TFrfOE IN1191E fIWG b4 omw 160rt9�p6 g.- •: 9391®aE latl9i iA ®19DL[Rt41E s(p 30'40 60 75 90"OS JO 40 60 7590'OS 30 40.60 75 90'OS 30 40 60'75 90 !OS 30 40 60 75 90 'OS J(I IO 60.75 90"OS 30 40 6075.90:'OS 30 40 60 75 90'C_ _. 40 60 75 90'OS 30 40 60 75.90'OS 70 10 9 8 8 6 6 6 6 6 6 12 10.10 9 8 .8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 fi b 6 6 8 5 4 4 4 3 12 12 12 12 12-1: 112 12 12 12 12 12 12 12 12 12 12 4'-0' 12 10 10 9 8 e 6 6 6 6 6 6 12 10•10'9 _8 8 6 6 6�8 b 6 12�f0 10 9 8 8 6 6 _6 6 8 8 6 5 4 4 :4 3 12 12 12 12 12 l; -12 12 12.12 12 12 12 12 12.12.12 12 70 10 9 8 8 6 6 6 6 6 S.S 12 10 10 9 B 8 6 6 6 6 6 5 12 f0 10 9 B 7 6 6 6�6 8 5 6 5 4 4 4 3 72 12 12 12 12 1: •12 '2 1212 12 12'12 12 12 12 .."O V-01 12 10 10 9 8 6.5 6 6 6.6 5.54.512 to;TO'S 'e 5 6 6 61.5 5 .4.5 12 10 10 9 6 3.5 6 •6 5 6 5 4.3 6 5 4 4 3.5'- 12.12'12 12'12*1: 12 12 12.12 12 12112.12112'10:&5 7'-0' 12 10 10.9 .'.5.4 6 6 6 .5 AS 4 12 10 10*9 5 3 6 6 6 5 4 }5 12 10'10'7 3.5 5 6 6-5 4 3.5 Ii 5 4'4 - 12 12'12'12'12•1: '12•12 12 12 TO. f2'12*121'0.S85'7.5 8'-0' 12 10 10 7.5 4S 3 6 6 6 5 4 3.5 12 10•10:6 3.5 - 6 6 5%.5 3.5 3 12 10 10 4 - - 5 6 5-:.5 3.5 3 6 S 4 - - - 12 12 12 12 112 1: •12 12•12 11 95 12�12 IS 9 9'-O' 12 10 10 3 •.5 - 6 6 5.5:53.5 3 12 10 9.4 - - 6 6 .4.54 3 3 12 10 4 3 - - 6 •6 4.5433 6 S 3.5- - - 12 12 12'12 12'IC 12 1211.S9.5 8512 12 1088.55.5 10'-0' 12 10 75 4 - - 6 .6 5 4 3 - 12 10_ 6�3 - - 6 •6 4 .5 3 - 12 1D 3 - il 6 4..5.3 6 3 - _ _ - 12 12 12•12 '1.59.- 12_�12 ,0.'*857.3 12 12 9 7 6 _ S 11'-o' '12 10 55 - - - 6 6 .4.5- - 12.10 4.5'- - - 6 •5.5 &5- - - 12 10 - - B S.S 4 - - 6 5 - - 12 12 12 12 10 &` ._ 12 12*5.5 6 7 12 12.9 .7 .6 4S 12'10 12 1 1J'=0. 12.10 10 4-5 - - - 6 6 4 - - -112.10 3-5'- - - 6 4-5 -S- - - 12 75 - _ 5.4 5.3-5.- •_ _ 6 .3 - - - 12 12 12*10. &5 . •-*12.10 5"66 55 '2.0.5 75 5S 4S 4 14'-0- 12 10 - - - - 6 ASS - - _ _ 1Y'7 .5 4.5 - - - - 12 7 - 2.95•&5 S. 4.3 5'-0' 12 - - - - 6 - _ _ _ _ _ - _ _ _ 15 _ _ _ _ _ 6 _ _ _ _ _ -12 12 11 9 •7S 5 12 85 7 6 4 12 9 6 5 4 - 5 12 p 16-0' 12 - - - - - 6 - - - - - 12 - - - .- - - - - - 1,5_ - - - - 15 _ _ _ _ _ 6 - 12 12 10:8.5 8.S 4 '. 12 8 A.5 5 3 '1.58.5 5.5 4.5.35 - 1 HV BLADE OR 1 HV BLADE WZ J A HV WINDOW BLADE WORKING IN UNISON' TRADE TER)ON N SS MEi I1'9 FCR I t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATE$, 1.ANCH10RS TO WAU.FLOOR OR SOUD WOOD SOFFtr SHAu BE AS FOLLOWS: 3.SUBSTRATE SHALL COMM OF IM F91EBA7D: 1 -SOUTHERN PINE Na 2 W/G-0.65 0" 1/4'4 TAPCON ANCHORS,AS LMUFACTURED BY I.T.W.BIALDEX W/MWIYUM EMBEDMENT AS INDICATED AT -D000LAS RR W/C-0.50(U DS.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-443(N.D.S.) n((tfPOON:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.34(N.OS.) 2 ANCHORS 70 HOLLOW CEILING SAIL BE AS PER MOUNTING TYPE U,SHEET I] AND SHALL CONSIST OF -MIN. 1/2-COX PLYWOOD(1966 APA) LAG SCREWS AS PER NOS 2015 SPECM1MATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOMNC ALL OF THE RECOMAENDATONS AND SPELInGTIONS OF THE ANCHOR'S LUMFACTLWER. FLOM BUN.DING CME(Non Nigh Velocity Hurricane Zone N`0' 111\ T1 AMlF,� 02020 TILTECO.INC. 02020 HAS-•:'.METAL SUPPLY. INC_` CE �r✓q' .� BERTHA HVTM �cEN I ��_CO , Accordion Shutter System No.44 -' _ ❑ ° H.v.13"#1 W/OR W/b Hv WINDOW RACE e$_ ------ American ShuRer SySlerrla Er, OOCp/11ON DATE "DRAWN BT:* * C TAU upT TESTING a ENGINEERING COMPANY G St.1 AasOciaflon. Inc. 1 OLD 17-107 R�NA'M1' Y.305.WROAIM GARDENS,ROMA 3]18 - -�-- /2/202 DATE: 7 -20 q •'4/" A PhRR. :(305)s71-IS30.Fu.:(3D3)871-1531 4268 Westroods Drive % OM( FC� DR At- a oD067 DRAWING No •���� �i9" West Palm Beach, FL 33407 = 20-164 = n7 ► JAL /SIGNATURE/DATEno"DA - - --- -- S'ES 8 nr J INSTALLATION_ -. DETAILS ON _EXISTING WOOD BUILDINGS FOR 1' HV & % HV'� BLADES AS APPLICABLE MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL WALL FINISH BE LIMITED TO 105.0 paf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN do ,/4•0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION TAPCDN WITH ADVANCED WITH BLADE 1 doA. WORKING IN UNISON ' - THREADFORM TECHNOLOGY 1/4.0 TAPCON OR W/1 1/2"Min.PENETRATION TAPCON NTH ADVANCED THREADFORM TECHNOLOGY • .i OF THREADED AREA TO W/1 1/2•Min.PENETRATION OF THREADED AREA TO E31SRNG YIN.SEPARATION o EXISTING WOOD HEADER. I WOW HEADER. (SEE SCHEWLE ON SHEET 15) I- 1 OR lA j (SEE SCHEDULE ON SHEET Is) i 1/4.0-20s3/4•S.S.MACHINE SCHEDULE ON SHEET ' �® SCREWS W/ 1/4•-20 NUTS I—II FOR&AIDE mMA 12 oR tl I I --- ®. ® 12.O.C. ON SHEET 1D FOR ) ) EXISTING I I -o .E.Y � cuss-11 , )1 I ( -- nI:11d T 1 13 ox 15 FINISH FINIS II OPTIONAL WAIT ..�.. .._I o i f�' -• - �� EI05i1NG ANN. �.r --� FINISH I :H:\l::\\1\t:\jl 12 2•<4"WOW I (y► __.,, LOSTING MIN i 9 HEN)"M REW 'IRED OJ 2.4•WOOD HEADER REUUIREC 1 ) if a TFORM OR TECHNOLOGY WITH ADVANCED EXISTING T..PENCRM TECHNOLOGY W/ t A TO GLASS-y- - - Mn.PENETRATION OF THREADED AREA TO I SD4 DULE ON�T I I I MIN. SEPARATION TO GLASS I I' 1 i EXISTING WOOD HEADER. II FOR FADE a)AND - EXISTING ' (SEE SCHEDULE ON SHEET I1) (SEE SCHEDULE ON SHEET 75) ON SHEID 19 FOR GLASS-- ( &AIDES�k I ' 2•.4•CONT.SILL PLATE REO'D. �,\ (N)HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION f( O HV WALL_HEADER INSTALLATION I EXISTING 1 MRJ. SEPARATION TO GLASS j�� MIN.SEPARATION TO GLASS GUdS---( t �--(SEE SCHEDULE ON SHEET 1') I 1 EwSTH4C ! (SEE bCHEOLLE ON SHEET 11) I i 2•.4•COAT-{ MIN. SEPARATION TO GLASS I _ QAee-^ GLASS— i ; WOOD PLATE I(�SCHEDULE ON SHEET I I)`. ( . L 1- I 1/4•o-zo.3/4' S.S. I '. 1EOb. 1 I ( LEI- -/4.0-20.3/4.S.S. •1 I MACHNE SCREWS - r-�- ) MACHINE SCREWS W/ --.�-I 0 12 !/4•-20 �_..' t i WALLI/4•-20 NITS 0 12" -----' - i e t2.D.C. ,P I I e - . it FPNSH .I - I I ).C. ::I•I n:;ar-�'.` 1 - - r 13OR 2' 2-.4•CDNT. I _ -- ,—-.——•... WOOD PLATE ! t\11\'L?:A\�,q 11 EO-'O J 1•Yin. I' '4N - 1•Min. li'.F\il�::'ii..- •��.. OR 1 I I I , --~I� 1/4-0 TAPCON OR TAPCON WCN ADVANCED THR_ADFORM TECHNOLOGY•W/ 1 1/2- 1/4.0 TAPCON OR TAPCON WTF ADVANCED i SILL COME' Min.PENETRATION THREADED AREA TO PULE - EK PE WOOD WADER. .. 7HREADFORM 7ECHNOL.CGY W/ 1/2• . tAPCON'APWITH ADVANCED !1-SEE SHEET 4 FOR TYPICAL CON OR REO:D. i I (SEE SCHEWU ON SHEET TS) Ni,PENETRATION OF THREADED AREA INTO PLYWDOO ♦ \ I wA'.l FINISH (SET SC14FWLE ON SHM 15) FXfSTING MIN. 1•.4- I/2"MIN.CCX; ?HTEADFORM TECHNOLOGY SHUTTER ASSEMBLY. STUDS O 1N.O.C. MAX. HLYWOOD REO'D. \\ w/ 1/2•Min. PENETRATION OF 12-MOUNTING SECTIONS CAN BE 1/2•MIN.CDX PI --D REO'0. WALL FINISH_`.THREADED MCA INTO PLYWOOD COMBINED,IN ANY WAY TO 1 RED'D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET IS) SUIT MY INSTAULATION. ®HV WALL SILL INSTALLATION E)ISTING MIN. 2•.4-STJDS a 16'O.G. VAX.REDO. ATTACHED TO STIRS IN - PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH ^— WITH SECTION 23M OF THE F.B.C. SECT 23M OF Tt!E ®HV WALL SILL INSTALLATION •L�r W4. OF©HV WALL SILL INSTALLATION FLONA BUILDING CODE(Nor. High Velocity Hurricane Zone c ``A`y��\\11 I ��'XXi 02020 TILTECO.INC. _ __ 02020 EASTERN NEW SUPPLY,INC. --- a`y�P�' CENS. t�9y' �,, BERTHA HV .. � oAccordion Shutter System No.441 - - =cam ' — ►tV. BLAX,l W/OR W/O KV vl COV SLAM TILLIT TESTING d: ENGINEERING COMPANY American Shutter Systems [41 OMMPT" DATE DR,WN,BY: MP -o.'• STATE 0 � 6! SM N...t6,.k.St..M.V�IGWIA GMIDIM.FLORMA 3316. Association, Inc. OLD 1�-1aT /2 DATE 7 z 2020-... 9'. Ph—: (305)0T1-1530.Fos:(305)671-1531 4268 West roads Drive NG No �� O'•.,�`'10 0 ` •- tiX.44e4a.�. West Palm Becch• F- 33401 RID ��� CA-iO06T19 '�F�n/....... _` 0' ` WELTER A I] Jr.P.E. — --_—___ 20—1 64- AAi4F 0NAL K. SEAL/SIGNATURE/DATE FLORIDA VI IF 44167 r s �_-- _ SHEET FAN III s 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & '(A HV* BLADES (AS" APPLICABLE MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE J. i ONLY WALL FINISH SHALL BE LIMITED TO 105.0 osf. A S D DESIGN PRESSURE MIIN, QFF SHEET 19 FOR MAX SPAN tSc DESIGN LOAD FOR INSTALLATfON WITH BLADE "1 & 1A WORKING IN UNISON rn 1/4Y THREAD OR 1 - THREAD WITH ADVANCED WOOD DEAM REQUIRED. - EO -' EO -- 2'MN.—-- I THR1 1/2 L TECHNOLOGY WOOD UAL REQUIRED. EDGE(IF APPLIGI9UF W/i 1/Z"Min. PENETRATION STRUCTURAL ADEQUACY ! ( ) 'I 1/4"�-20x3/1'S.S.j. OF TING W D AREA TO OF BECE T WOOD RE/1II I 1� EXISTING W(J00 HEADER. _ 1'_ PHWPS TRUSS HEAD TO BE CERTIFIED ETY I S (SEE SCHEDULE ON SHEET 15) If11 MACHIIJE SCREW$ REGISTERED ENGINEER ORj ! W/ 1/4'-20 NUTS ARCHITECT PRIOR TO i- EO EO - EXISTING TRUSSESTRUSSESWOOD -EO__EO a 17'O.L. SHUTTER INSTALLATION. -5 7ION. _ 1/2• -f�.. � . 1 OR /2' RAFTER a 24" j L----T•-,�- ---++i - - - - - - - O.C-REOU.RED •—'t�I� 1/4.0 TAPCON OR J i i tttgn)\tt {f —T I 13 OR 15 i I JI , - TAPCON WITH ADVANCED I = (!'l^''E•�I .257' 7HRF�FORM TECHNOLOGY EXISTING SOFFIT ir= \ ilil I.f`�• , Mox. W/1 1/2"Mn.PENETRATION _-_--' _ _.� 3/4' Mm. THK. I t-OPTIONAL OF TH9Ei1DED AREA TO -EO` EO- S14�J/4' I: ! Ea:•EO• 1'x4-x1 EOM.ALUM. TUBE I -- --- EXISTING WODC HEADER- S.M.S. $ (6063-T�6 ALLOY) W/ I (SEE SCHEDULE ON SHEET 15) (3).5/tB'e LAG SCREWS TO h7 ! --- -=1-`r r L� ,1 'I or T©or OS �; - Y1 1 or 1©or© EACH RARER OR TRUSS. EXISTING MIN 2'.4' f, 'I i�- � II � � LOCATE LAG SCREWS AT EXISTING-II DEADER REO'D 1 `"I' i.•�i, MIDWIDTH OF EXISTING W000 GLASS MIN. SEPARATION t0 GLASS _� I 1 I .1. J.7 I �'tldb6b4 11C._�1 !J MEMBER.(2"Min. NOMINAL ` OPEN HOLE AT EACH WIDTH W/2-Min. y (SEE SCHEOU E ON $HEFT i t) I EXISTING "F T -- I STUD TO ACCEPT I GLASS I' 1 I: 5/16-e LAG SCREW d { ( PENETRATION OF THREADED AT CENTER OF TUBE. 9 I AREA.VALID FOR 1 I I J I 1 I. M15TAUATIONS WITH 72P9f Q HV WALL HEADER INSTALLATION TO '° I `�' ( I VAX ASD.DESGN LOAD AND ' ixw ON SHEET I GLASS-] 1�D (SEE I I ) �' 9'-0'MWL.SPAN.THIS E FOR 8/ AND`" I �•' I INSTALLATION IS ONLY VALID . :- ---... .-- aAa ECDEe'��N 1 I ItDOR -1 1 a a „Mo:.l( : .I n FOR WOOD w/MN. sRECIIC q` t] GRAVITY OF 0.50 AS DOUGLAS 1-SEE$MEEI 1 FOR TICAN 6NUTIER ASSENELLV ( -� _ I LIA06a• ■I 1 I I • rR OR SOUTHERN PINE N., 2. 2-SEE$P IG SB:TM CAN E LUTIER D "AM NAr m ^AKr IISWUT Y _ HV CEILING INSTALLATION 1 DR® OR EOUAL U HY CEILING INSTALLATION MIN.SEPAMATXTII TO 61A55 �I I m aAs 15ff I I r - 1 OR Y �- (SEE SCHEDULE ON SHEET-.1) -1,{ I EXISTING 1a e a � i I SEPMZION 1 I ii IXLST S� 1 �$\I ELAIXSa,A Liz$ 1�.1 '� 'I I(SEE GLASS I I - 1 all jM(I I- - 1 I'"( ON SHEET 11). I I •�'11 i ALTERNATE IWAL W' - -_.-..--�,y ANCHOR •i`l` I ( - LOCATION 9' -..�.. 72".4' 1/4"' cuss -tOx3 4HEXWM TEx p I •.e•MIN. WOOD 2x6'tea M W 1 I: - SCREWS a 12'o.c / �� J , y'.� DECK REQUIRED DECK IEDIAI1Ep 1 (No FINISH FINISH ALLOWED) _.--___ 1 - . EDGE ..-_ ALLOWED) EO--C�- EDGE OF DECK /2 t- OFEDGE OF DECK IF APPLICABLE 7 DECK IF If:;E OF DEC11/4'0-ZOx3/4'S.S. -- i- J APPLICABLE e HREAD OR - PHIWPS TRUSSHEAD _ 2•E,•THREAD WITH ADVANCED Min- MACHINE SCREWS NT. THREADFORN TECHNOLOGY - 1 4 0 TAPCON OR TAPCON WITH ADVANCED - SILL PLATE W/ 1 1 W/ 1/4'-2C MIT$ / - REGD. I'.1 /2"Min-PENETRATION a 12"O.C. 1/4Y THREAD OR THREAD WITH ADVANCED THREADFORM --Z"MTh.-- I THREADFORM TECHNOLOGY W/1 1/2"Min 2'MN. OF 71IRFADED AREA TO TECHNOLOGY W/t 1/2'Min. PENETRATION OF THREADED - PENETRATION OF THREADED EXSDNG WOOD HEADER AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER. (SEE (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) V, HV WALL SILL INSTALLATION BADE �aE°i al T 1s f0R WO HV FLOOR INSYA LATION (j HV WALK-OVER INSTALLATION FLORIDA BUILDING CODE(NOn High Velocity Hurricane Zone. 02020 TILTEGO.INC. 02020 EASTERN METAL SUPPLY,INC. - : ��cENs BERTH lit/ E o L Accordion Shutter System a No.441 7 :.�,. _>'- Kv S ADE#1 W/CR W/o Kv WiNDOW RARE American Shutter Systems oExrrl1011PDRAVANG E20- M.P��) TILLR TESTING dI ENGINEERING COMPANY Y Ir. s o: STATE 0 . S'. W53 N.W.36th.St..S4.30l,VwGNEA GAWENS•nONDA 331, Association, Inc. I OLD 17-107 /2020 9'• 'V�/' Pnone (305)Q71-1530.Po.:(305)871-1531 4268 WeStroods Drive 2 - - �'`F"10R10 .��as a iE:tN-.o..f. u-Oa09719 West Palm Beach. FL 33407 s No ata`� WALTER A TILUT Jr.PE 4 64 SEAL/SIGNATURE/DATE "O1"O" r Nf6] 6 HEET 6 17 01 20 D INSTALLATIONS 1 _FIV_BLADE _OR ?A WINDOW BLADE INTO 27W MIN WOOD STUDS ]SP YK tan0 _._ YYC rL — SImS tm71 tzs APx,aetU \ /, ANCHOR•s'of \ / tt//1 1/�'Yx \ / rIPYOOgI t00 I ' I .. 3"N-,4Y SRW Q t/Yx 1\ / _-- 1FWn 5r11Oi TT '✓ rh'noatemox I \\ % s (AS���9 F).51Ne cewss qq M. ,/_•Co. 11! 1 r Fv� I I oa,Y�c— I \ emus cuss ? t /p m OARi(S —VZ Yx W[ ,h'Ot to i%@S-\1 soYrn.-a tm rtatsaa .. � o as yg RIi°°' � _ I j „rm ara ywo �' - _ YK sErm�o, ON s1G7 o 16 t/1Y•O•W.•` t.l• ,1 q s1¢mw.o -- - m Q.65(9E YK g3f/wo: MAM m. "' (A�W,mtlq�m! F.�r ,h'Yx tsrz a fe'T nF�1 >otAaai �` � t. ,/]•uR. OTr¢ �IhW1. 1 rhm a flZi if FRt /2' , 'Qr QI 0 TT r /0.6 WFOR OO. `• - nl f1wVY sus mLi`• SFL WAIL X FO 1 ' `.. S t m.WEC , (-(3-C -.O •(s- / sM�cv ECrvjt t V M iRACas 1 OR z MI FPt 4 '°'wcKs SEE YEf -t4--©C.p.®.�. SMCCNIJJ Y O-.7G�•G-@•�• ^O O i3-J'O7'(9• SF®-(�i(3yQrl.�. 4(�`1 -®• m nuaa 3-0-0-0-13.0- r Q•s9•©•LSO•»- O` (�i-'J•C•t3- G(A-1)•(Ic-43.@ ds•f3-(•3•C3-C.1"�• (�•Q11-®•(a-C)•(�- (;✓•id-(3•(3-.�.•t�- _END CONNECTION DETAIL 'O�'0'®- '� �' � ' '® Q•�'�'�'6 END-CONNECTION DETAIL END CONNECTION DETAI U AND CONNECTION DETAIL (� In wo o ata n r ,r-o:--.•Yn Yo D ,/.y arm,+u,tsrms S71F�5 Fm'O: r 1h.YrL I/Y. 7W/ Ir /tlkl/2" E%RTA SyS.. 0 G C{ASS—\ PEKIY.RCI O_ 'O tz�- Y,6 O.4 ... sa� 1/r 4 ♦SkE t_BATA710N5 OF USE FOR oY s\cr urns 1 'fi 5 a�sstg'10C,s 4 _---_ -.-OLOOV;CD ^— f....__ERADE 1A ON SNEE7 19---. . 41 1,Ful a/VE,DN¢ II ` _ r.1•Y. .1--- _.1 Q aas� r. DR A� 42VEW - }f - am AMH ©©-(;-© 7J-®1�Q- tom►111Yr1 !1A rL toot .va -(�-•J OO•e0-t3•i�• 3 o' " ti'® Y END CONNECTION DETAJ q� END CONNECTION DETAI DETAIL X rr. ,vi; Fl_ORIDA �ILDIII(i � Non High Velocity Hurricone Zone, `;•QV..,••••••.. /�' o o2ozo 71LTECO.mc. O 7020 EASTERN MEru SUPPLY. INC. /�oS®S■�= BERTHA HV,• No.4416' = C 1 L E C Am 01 INC. Accordion Shutter System 'G�"� KV. BADE#1 W/OR W/b KV. WINDOW BLADE 9'-- STATE OF Q j- _>/�y� TR UT TESTING h ENGINEERING COMPANYArna�C011 $FIUHC� Systems ,,, �Vftw By. �p�. '��'• RIDP �� "76 XA Y'""�' �' ' MON m ""aYmaS. 3„ Association, Inc. 1 ow ti-log oac /z/zozo :(3037871-1S3p-F..:(W5)971-1s31 4268 Westroods Wive ] ----- ''iFss•'NAL G`� ea<.o..a.aom West Palm Beach, FL 334G7 1 -'• DRAWING No ///lllllllllll\'\\ WALMR A TRUI Jr. P.E. P.E. SEAL/S;GNATURE/OWTE FL0R10"u.. "I p 3 �SHEET 1' ® 4 • OFIJFRII I INIMATTONS AND CONDfT1O11S OF ICF FOR BE MM � WORKING W 0.0 UNISON W1WALW2 ftCpSE 35 i 1.MAX.LSD.DESIGN PRESSURE RATING:♦I10,- 110 p..1. 2-MAX.SHUTTER SPAN:96 3.ALLOWED MOUI`ENGS:A.0.O x H ON SHEETS 6. 7;AS WELL AS }MOUNTINGS M.O.T.UQQ W®ON SHEETS 16&17. V�q .^ I ) i 1 I I [!�MARRAyGEy 9d A�SYYYEfWGL OR WOPPOSIN %r1N CASE OF P19. AT EXTERIOR ALCE55 SIDE OF I �16�„< I I cGCYENTIEO RMA E. I I TAP.EA ENO ` 5. (A)HV WINDOW BLADE lO SHALL ONLY ALLOW A RAKIMUM OF 5 OPENINGS I 1 • 1 (3-0 HOIFS)FDR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. 44 (0)YIN.CLEAR"E FR(1�1 TOP OR BOTTOM EDGE OF VN WINDOW BADE L� ' ALLOWED 94AOE®pFNS !01 �I 1�' 1 + II OF ANY}y HOLE FOR t(�SNAIL BE 12-. S ( I ] ii .VVV t ���T FAST OR (,�.� BLADE COMING OUT FROM STARTERS AT ENDS NAY I I ' � WINDOW BLADE ( I �j ,'J�j'-I/��1f1, V it (D KV WINDOW BLADE I MUST BE USED ALTERNATE TO A SOLID HV BLADE 1 r :0 :0 .0' i j I 1 THROUGHOUT SHUTTER'S WIDTH. O 3 1 1 (0 CE TES SHAl1 ALwAYs BE INSTALLED ADJACENT To A SOUR xv j f+ ii . 1 � BLADE CT A_ERIER SIDE OF THEY. 1 Till" Y t IVY t �• i I t 1. _ i! I' ! (F)POLYCARBONATE HV WINDOW P SNOUT BE OSTILLLED 50 T�y�TABS FACE SEE END gip, I ) ' 111 I THE ORFFgR OF THE OPENING BEING PROTECTED.HV WINDOW lW YUS7 BE SEE NECTI1Ox ,\.. { f�/ `E4 I 1 RDM€D ##CONDETA }j `,�B(��j��7 I�� 1 6 i (t/�a�{(� �{(((J���jy1 /t//�/�i, {pyJ/��� ONLY INSTALLED Mp LOCKED USING A HV SETTING TOOL P BY Am 10h '6 TYP 1 L +(v"I. y LY _ BA UI' 'I �i �Wia�I�L • '•V"I INC. , FULL HEIGHT. i t 1 I I , ~S; I. � BA I I 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME • .` .. N( 1' I BUILDINGS ON SHEET 15,AS UMOED BY SPAN AND DESIGN LOAD(SEE NOTES ' 44 1 @ 2 ABOVE). I 7.SEE AN SPACING SCHEDULE FOR INSTAl1AilONs INTO Pol1RED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 B 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE ROTES 1 &2 ABOVE). i :_1 ... _.) + 8. MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1996: �5 (SEE PLAN FOR REOUIREMBITS) (�� - - U .N TYP TOP A BOTTOM Ty _GR�pR� 7 I WIND ZONE MINIMUM SEPARATION TO CLASS a ..i ._. - Nfl11ETED WIO' t THRU 3 1' . ELEVATION MIN SEPARATON TO GASS 1 6.25' EXISTING GLASS- ELEVATION ON SHEET„ECR aAaE(Fj 1MO ON THIS LEFT FOR BIlD6©A A $ tA \ �16 / 1 4-@ i 1 ® TAP. SYMCAL�CENTERMATES W/ AND �/ t Tom. W/OOR S(SEE NOTE 4 ABOVE) L •\ �21a.._. J _ / TYPICAL 1 HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* N.T.S. FLORIDA BUILDING CODE Non High Velocity Hurricane zone AAAyMINI 111 71YA 02020 nLTECO.MC PPu 02MO EASTERN BsK1 IH7M,,,,EEETALL SUPPLY.INC. 10EN AY /AY - BERTHA 2 ;�''�• ,r '';✓9z s Accordion Shutter System IL EGO ➢ ., o o o s � No.441 7•=�°`�='�_ Kv. eI,AnE y1 w/OR w/o H.v MINIXAN aeoE * = T American Shutter Systems ram• EY.x TILLIT TESTING R ENGINEERING COMPANY DESCRIPTIONDATEMP �1Br:12/2020 5 �U � sociation. Inc. T OLD 17-107 '/2/ DRAWN wE �'•• STATE 0. � aus N.IL l81A SL.54}DS•�QQNN GNIDotS•FLORIDAElDA 5],6 p•. F �CC' PHm•:(305)671-1530 .F•.:(305)071-1531 4268 Westroads Drive 2 —1:Ult-411-1— West Palrn Beach, FL 33407 s DRAWING No CA-,��AA�uS O•-•••••� `,`♦ WALTER A. J,.V.E. • ._.. 20—1 V4 / V Aiq NAL AA FLORIDA U. /"167 5 SHEET �— IIInN1Nnu P.1. SEAL/SIGNATURE/DATE I I 1 19 OF 20 - — > . ,,�,�_� 53 GRADE HICK -„� :40 . , INSTALLATIONS WZ _� HV BLADE & HV CENTERMATES 1 -12•00r Mw. E. STUDS S AT I� "°` ,36 INTO METAL STUD WALLS METAL STUDS AT 18'O.C. W � ® ___-- -- e O.C. \+�) •OO 0 0+' 1/2' 47s' (*— 1/4"o NOMINAL W W — I r"1 vl GENERAL UMTTAJIONS AND CONDITIONS OF USE ALUMINUM SLEEVE !a3c,' !30 12 FOR BERTHA 1 HV BLADE_ ACQUION SHUTTER 6063-T5 ALLOY 3 4-.6 1/ox 0.035-TNCK w l y(i i SYSTEM INSTALLA IT ON TO METAL STUD WALLS GLV.STEEL TRUX CNATUEL•(O 6'O.c- O 6'O.C. ____ ASTM A-65zl GRADE AO Min.G-66 I r -- -( I SEPARATION TO GLASS SCHEDULE 3.DGo" w,%(2)06.1%�7EK CED KIS aN EXISTING FINISH t 1. MAX. A-S.D. DESIGN PRESSURE RATING: +75, - 75 (p6f)I - M0x- 6+rrnoR°onER1GR FACE _ I AS APPLICABLE 2. MAX. SHUTTER SPAN: 84' j Wytp ZONEMINIMUM ' MDI. SQ+ARA710N ••� 1a.1 ASTM E-1996 $EP/IRA710N 43G LENGTH - EXISTING GLASS . I I 3. ALLOWED MOUNTING: MS ON THIS SHEET. ( TO GLASS TO GLASS 1 t ) i43f � I/4"0-20X3- BOLT SEE SCHEDULE _Ty N 1 THRU 3 4. ONLY NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 o { MUST PENETRATE t #j1 1 m ' WITTi 21 ARRANGED A SYMMETRICAL LAYOUT. ' ji 6 I USE (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE I 4 4" �i � S, f-if�' .� 1.373 I s/a'=c Va-=aau-Tlax Kn.I LIX150NG FINISH ��, , INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF I CONT.CALV.STEEL TRACK CININ,I AS APPLICABLE f.: '�..I a 250'� - -_A50" ASTAA A-653 GRADE 40""G-60 Li, +,� CENTERMATE. I , � `�_ 1 _. e GALVANIZED FASTENED tO S1UD$ •4 7 _ — ' n T — R/(2)/s.1/2'TEX SCR INTERIOR ON - e+1ERlDna ExrFmoa LACE a-r fi"O.C. i '- -- -- ---..—. T/4•'0--2D THREADS BLADE SLACK DETAIL HVF IS ALSO VAUD FOR 43 1/4">s_ELCO CONSTRUCTION CENTERMATE 21 APPLICATION WITH BLQ P ADE 1 1 ---- - R_.�UCTS EA.�_LOh_.�IU •I36 4k 1 1/2'.DO35'THU 's VARMS ® 6"O.C. ' 116n.ASTM A-65a GRADE 40 �-M�;.. COMPONENTS win.G-e0 GYY Sam 1- `",STDDS�.-� _,,,,, 1iS WALL HEADER/SILL INSTALLATION EXISTING FINISH �FINISH AS APPLE SCALE: 3/6"= I" (TYP. ) _—�_--_ •-- _ �_-- ___. r— --•.--— __--� — -- I 3 1'x 6 t 4'v 0.035"THICK Min. , TOP ON,.GALV.STEEL TRACK CHANNEL. ASTY A-653 GRADE 40 Min. G-60 r :1 GALVA14ZEO FASTENED TO STUDS V/(2)/6A1/2-TEX SCREWS ON SYirt1 ETRY A ETRt Aj T I 1 :. SYMMj I ,,,d,,y s i INTERIM t EXTERIOR FACE r 43a 43b �3c CENTERMATES W/ CENTERMAT _Wf TO awe 2MM i i I EXTERN-ACC $I j �i INTER�R ACCESS SIDE eax' i i 4. lde011lil { e•plrra - IN 35(5"min.) IN A. MQ- 0 2)42 • .21 S` �' .2 LOCATED AT 1 HV HEADER/SILL NDS _ VIEW Y i!� 1 2. C (6"Min.) �`�y' •24 ` SIDE CONNECTION TO TRACK 3 1/4'(Typ-) 6 1/2'(T3'P-) -- 7• T -.. 6 1/2'MAX.SLACK ** ( '�) "V M BLADE SLACK DETAIL HVF HYC FLORIDA BUIIlNNG CODE(61-n High Velocity Hurricane Zone \\i1 will yrv�AAA 02020 T.-LTECO•INC. 02020 EASTERN METAL SUPPLY.INC. \ � BERTHA HVTM ck Accordion Shutter System {L E . o 3 No.44 67 -_s= FLY.a"g1 w/OR w/o Hv WNoow RAM A TILUT TESTING & ENGINEERING COMPANY Ame(lean Sh tu �tter Systems „ pp�ppa, DATE DRA,N,B15 ALP 6355 N.M.361n.St..Ste.X5.MMi6A GMpM.FLOFMA 3316• Association, Inc. I -OLD 17-107 �/2/202_ DATE: 7 2/2020 STATE 'F — �:(3D3)871-1530.F..:(305)677-1531 426H Westroads Drive : DRAWING ND %�0�'• FIORi p ''11`��r` .- 0:tilk aw— West Polm Beach, FL 33407 3 2�— 64 ;AAAASu��NA, / NFlOTER�LkL►aa16 E 6 __—.--_� SHEET )@. SEAL SIGNATURE DATE ��_ 6 20 OF 20