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i M&I ^-_ .acts Home .Log In i User Registration Hot Topics Submit SurGtorce I Slats Facts 1 publications Contact Us i DCIS Site Map links j Search I b4ProduCt Approval - USER:Public User L*,%r, Product Approval Manu>Product or Analicalion Sran:h>Application I ist>+Application Metall R E C E I V E D _ _r FL# FL389-R9 e Application Type Revision DEC ® 2019 Code Version 2017 Application Status Approved IST. Lucie county, Permitting 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 im 00%opy Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer n Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the,Evaluatlon.Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. ID Validation Checklist-Hardcopy Received Certificate of Independence X89 R9 COt AMERICAN SHUTTER SYSTEM ASSOC INC DRAWING 17-107 CERTIFICATE OF INDEPENDENCE PDF F1389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-105 CERTIFICATION OF INDEPENDENCE f 11 PDF FI389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) Standard ear ASTM&1886 2005 ASTM E-1996 2005 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 08/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Descelption 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks(top 3-.(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FI 8899 R91I AMERICAN SLJU TER SYSTEMS DRAWING:7 Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYMM PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the EL389 R4 AE AMERICAN SHLrrTPRSYGTFj45 DRAWING t HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION R PORT PDF HV3 blade w/o window blade and 8'-11"for 62 psf,8'-11"for Created by Independent Third Party:Yes 55 psf HV3 blade w/window blade working in unlson,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 f pressures, 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks(top 2 Only-(Non-HVHZ)-Drwg 17=107 and bottom)for storm protection Limits of use Installation Instructions Approved for use In HVHZ:No E1389 Ra 11 AMERICAN SHUTTER SYSTEMS�4_SOC., Approved for use outside HVHZ:Yes INC,, DRAWING 17.107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM,PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other,Large missile level"D".Max,Span is 16'-0"for 30 Created by Independent Third Party:Yes p;s.f negative ASD load depending on centermates and locking Evaluation Reports rod configuration forthe HV1 blade,8'-0"for+64,-72 p.%f, FL382 R4 AB AMERIC6N SH ITER SYSTEM ASSOC_ A.S.D.load for HV blade for Keystone mountings 7'-0"p,s,f. INC (DRAWING 17.107 PRODUCT OF EVALUATION TION for metals stud mountings and 81-0"for 110 p.s.f.for HV1A RPQR,T,PDF working in unison.See sheets 7,11 and 20 respectively.of Created by Independent Third Party:Yes 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 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL382 RS II AMERICA MS ASSOC INC, Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max.16'-0"span at 30 p.s.f ASD load Created by,independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively FL389 R9 A£ AMERICAN SHUTTER SYSTEMS ASSOC..INC. DRAWING 17-106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party:Yes 0acit next Contact Us::7601 Rlalr Stolle RnadTallahassee FL 32390 phnneT 850-497-1814 The Statept Florida is an WCEO employer.rgpvdriht 71107-7013 State of Florida ;;Privacy Stateement:;�ccessibitity SiaMment t;gefund statement under Florida law."email addressees are public records.If you do not warn 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 Dctdber 1,2oI2,licensees licensed under Chapter 455,F.S,must provide the Department with an email address if they have one.The email$ 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,FS.,please click here Product Approval Accoptst GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOY/N ON THIS PRODUCT EVALUATION UMUNE4T MEG-)HAS BEEN VERIFIED FOR COMPUMCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SPALL NOT BE INSTALLED AT HIGH%ELOCRY HURRICANE ZONES. DESIGN WAND LOADS SHALL BE GERIU ED AS PER SECTION 1620 OF TFC ABOVE MEJTCNED CODE,FOR A BAS.0 V.WD SP®REQUIRED BY THE JUMSDICTIO N WHE[L SHUTTER WILL BE MSFALLED WITH A GIRECDONAUTY FACTOR Kdd1.85,THING ASCE 7-10 AND SHALL liar EXCEED THE MA MUM(A.S.D.)DESIGN PRESSURE RATINGS LYOr-ATEO TABLE OF CONTENTS EE - 04 SHUTS 11 7HRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CON0ITIO0.ULT-VATE DESIGN WIND LOADS GETERIANED PER ASCE 7-10 SHALL Be FIRST REDUCED TO ASD,DESIGN WIN,D LDADs AREA 1: W BLADES(1)& 494 BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/LAX.(ASA)DESIGN PRESSURE RATINGS LNOICAIM ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 U7 OLDER TO VERIFY THAT COMPONENTS AND ANCHORS ON DES P.E.D..AS TESTED,74ERE NOT OVER STRESSED,A 33 R INCREASE IN ALLONABLE STRESS FOR WIND LOADS WAS Ka USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSTS.HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V.ACCORDION SHUTTER SYSfEWS ADEQUACY FOR WIND AND LARGE MISSILE ALPAL•r LOAD HAS BEEN vMM IN ACCORDANCE WTD"SELL 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER STEM COMPONENTS 21-37 SHEET 3 ATL REPORTS' _ TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADED ANDARDS(MI, LLE LEVEL. XID ZONES 4-05.(b'1214L71-05,#031720,01 10 CS,AS PER TAS A0 X0213 PRC1 AS PER TAS-201,TAS-202 AVD TAS-203 PROTOCOLS AND ASIA E-1886 AREA 2• W BLADE(1)AND HY WINDOW BLADE CIA) AND E-7996 STANDARDS(MISSILE LEVET.D,WSIL3 ZO1V3 i,2&3)&11211141-10 0.S PER TAS 201,203&20.3 PROTOCOLS LARGE LLISSILE (WHERE APPLICABLE) -HV WINDOW BLADE©10505.01-08 AS PER ASTLS E-1886 AND E-1996(USSIE LEVEL D.WIN®ZONES 1,2.3)BASIC PROTECTION ONLY AND @ 0725.01-68 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 2.EI!BLADE. AND HV WUJOaN MADE INSTALLATION DETAILS A-F,CONCRETE/BLoCK SHEET 6 O (9 ARE ENGINEERED TO WORK N UMSON 00TH EACH OTHER UNDER THE GENERAL.IMITATIONS AND CONDRPONS OF USE LSD:CASED ON SHEET t9 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PNS(FN SCRE41S).USED AT BLADES IQNCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114.2.75'AND$14x1.75'RESPECTIVELY.41G-Hr MINIMUM SEMES CENTERMJATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 W YIELD STRENGTH AND 180 Ra TENSILE STRENGTH.PINS SHALL BE COALED WITH BERTHA HV DACROSMELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTFRMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEX S/SSOMMIGM PNS MUST BEAR THE KV UARKINO ON THEIR HELD. 4_ALL ALUMINUM EXMUSIOUS SHALL BE AMUNUli ASSOCIATION ALLOY AND IIELRP'R AS INDICATED OY SHEETS 2 ANO 3.MINIMUS!YIELD STRENGTH FOR 6063-TG ALLOY IS 304 k8i AEND CONNECTION DErALLS 1-6,CONCREW/BLOCK SHEET 10 0005-T5 ALLOY. NO 35,7 ksi FDR VAOOMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIM SF38E5 OR CCRROS)N RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 Tm MAY.YIELD STBENGIN AND 90 k4 MIN.TENSIE SIR-_AIGTN ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY V!/FLORIDA BUTUnZG CODE SECTION 24t133.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6_BOLTS TO BE ASTM A-307 GALVANIZED EE STM-OR 014 304 OR 376 SERIES STAINLESS STEEL vATH 35 Tali SNMLRJM VREN YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPMRCATIONS:HV B(FDE O' :12.13,14.15 AND 20 INSTALLATION DETAILS M-R. WOOD SHEET 16 HV ELADE O&® WORKING N UU]SON: 12.13&15 INSTALLATION DETAILS S-X.WOOD SHUT 17 8.THIS BERTHA H.V_ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779.582.COMPONENTS CF THIS APPROVAL ARE COVERED,N WHOLE OR IN PART BY U.S.PATENT 15'458.179 ISSUED TO EASTERN EDD CONNECTION DETAILS 7-12&X.WOOD SHEET 18 METAL SUPPLY,INC. 9,IT SHALL BE THE RESPONSIBILITY OF THE COMPACTOR TO VEUY TIE SOUNONESS OF THE STRUCTURE YMERE SHUTTER IS To BE ATTACHED TD INSURE PROPER ANCHORAGE_CONTRACTOR To SFAL/CAULK AREA 3: HV WINDOW BLVD ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,DHRU FASTEIING IN CONRNUCUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN NTRUStON. TYPICAL SHUTTER ELEVATION _ SHEET 19 TO.EACH UNIT MUST BEAR PERIWN NT LABEL N A VSTHLE PLACE WITH W%FMIG NOTE DURING FFERCQGS OF HURR.CM'E WAANWGS HOME OWNER,TENANT.OR OTHERS UMPROPE PROPERLY CLOSE ALL HV AND HD AN CENTERMATES AND ENGAGE OR LOCK ALL EPI D HO LOCKS. AREA 4• HV WINDOW B enF n ON Y 17.SHUTTER LUVNFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER N ACCORDANCE 111TH SECTION 1709,93 OF FLORIDA BUJLDENG CODE ONE LABS.SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY VAN SECTCN 170932 OF THE FLORIDA BD4CL\G C00E. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S 05TALLATICH SHALL COSY WITH SPECS ItD€CATED IN DNS OWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY SHE JURISDICTION WHERE PERMIT is APPLIED TO. ` 13.(a)THIS PLED.PREPARED BY THIS D=hEER S GENERIC AND DOES NOT PROVIDE INSORUATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE. P.ED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND WSOILLARON INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS PFA.,PROVIDED RE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED SAFETY Ar ON DOCUMENT-CONSTRUCTION SAFAr SIT IS THE CONTRACTORTIY. 'S RESPONSt81L (e)THIS P.E.D.WALL BE CONSIDER-`D INAJp IF ALTERED 81f AIRY Il=._ANS OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARE)HY A FLORIDA REGISTERED E14MNEM OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.OR)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FCR THE PROPER USE OF THE PLED.ENGINEER OF RECORD.AGING AS A CELEGATED ENGINEER TO THE P.E.O.ENGINEER SHALL SUSMIT 10 THS LATEER THE SCiE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL PED.SHALL BEAR THE DATE AND ORIGINAL SEAL AID SIGNATURE OF THE PROFESSIONAL ENGINEER CF RECORD THAT PREPARED IT. 'I'A'A"�" FLORfDA BUILDING CODE(Non High Velocity Hurricane Zone: 1++1 V 1 •. l'i S 02017 TILTECO.INC. ®2017 EASTERN META,SUPPLY,INC. BERTHA HVTM A.S,S IL E C O ���. ,A KV.BLADE#1 W/OR W/0 KV."MON StADE IMP 6� TICCIT TESTING & ENGINEERING COMPANY Americatt Shutter Systems Tv. DFscRwTr6N DATE DRUU4 By, Lc. am aw.36m SL,St.,3Ls ARxw rsruDs F<�330E Association, Inc I OLD ts-OBS k /27/11 DVI@ 07/27/» Phone:(30.5)871-1530,Fax:(30)571-Asl 4268 Westroods Drive 2 Y�� ...... •t.•(��+\�,7�� e-atat-vo•ten West Palm Beach, FL 33407 3 DRAWING No uVIoNAT�4•".,7' WALTER A TEllTT Ja P, 4 17 —107 P.E ISM/LSWAYORE/DATE rLOpDA Uc.1 44167 5 SHEET 6 1 OF 20 3•o rcR xemDx 61Arc X23 1.491+ o �� • 0.56' g o1 Mac n id t. 1 fes• a e t esr 0..999' 6 O1 HV SOLID BLADE '75 1�. 5 HV 90• i8STARTER ®HV UNIVERSAL FLOATER � J�• O f COVERED UNDER US PATENT 5458179 QUALIFIED OR USE W QUALIFIED FOR USE Y!/ Hv BLADE OI ®HV DIRECT MOUNT HV SLADE�1 1A HV WINDOW BLADE- 6005-75 ALLOY A110 TEMPER QUALIFIED FOR USE Y!/ HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 BLADE(I) 6063-T6 ALLOY At TEMPER 6063-T6 ALLOY AND TEMPER3. 6' + .085' � a G cc ;� (TYP.) 2.670' r '? 994• 1.000' aa1 .670' 2,225o 0.72 842 0 0 v -f 4.897' o 615• 2.092' ngD7z HV ADJ. ADAPTER WHIP ``'- '12 H 1 2'- QUALIFIED FOR USE W/ HV I)HV WALK—OVER TRACK —1.920— ©HV ADJ FLOOR TRACK BLADE(D QUALIFIED FOR USE Y!/ HV ( HV TRENCH TRACK 355 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE Ty/ HV BLADE iQ QUALIFIED FOR USE W/ HV � BLADE 1 6063-TG ALLOY AND TEMPER BLADE Q ONLY. `+..`1 HM RAINGUARD 5063-T6 ALLOY AND TEMPER '_�'1 IMES �. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 1' 915• S SLADE(1) 1817- Mor. VARIES 1.936- 6063-T6 ALLOY A1177O TEMPER 33 1.917- m ax. 3. .100 .083' ' I ci:pl a 6O' .160• 3' .093'of �Y670 1 1.686• O Z 670l 670 ' .g2p• 11 HV CEILING HEADER (p HV HEADERLSILL t3 �iD CEILING HEADER/SILL3.522. O -IED FOR USE W/ HV BLADE(T ONLY, QUALIFIED FOR USE W/ FIV BLADE 1 ONLY SEE SECTIONS FOR VALIDNY.-- 6063-T6 ALLOY AND TEMP QUALIFIED FOR USE Y!/ HV BLADE tO 14 HD WALL HEADER451 1 SEE SECTIONS FOR VAUDRY. QUALIFIED FOR USE W% HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE10 ONLY. 6063-T6 ALLOY AND TEMPER I COMPONENT A B TI T2 X Y t Fix 1Da. scu,e 2' 2' 0.125• 19 17 2' 5-MAXI 1/8• I 1/8' 3• J- 0.090'�6 Z' S•VAXi 0.192' 0.192' FLANGLES 0 CORNER QUAQUALIFIEDED ED FOR USE Y!/ tPf ALUMINUM ANGLES 0:9) 2.5' r POSTS• MAX 0.190- 0.190• �u BLADE 1 ALIFIED FOR USE W/ HV Q QUALIFIED F0&USE W/ HV BLADE 01 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. �p 2' 5'MAX. 0.139' 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER urnii�}�A FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 111111Vt lf��� ID2017 TXTEC0,MC, 02017 EASTERN METAL SUPPLY,INC. CENSF l�!p BERTHA HVTM A.S■S■A■ Accordion Shutter System KV MADE#1 W/OR W/O KV.WINDOW MADE �� TRJJT TESTING & ENGINEERING COMPANY American Shutter Systems _• DESCUPM" DATE CRAwN er: Le v"+�OF t F,355+La Utti s+51e•305.�r,ARGEN'S.Fto�3,71 Association, Inc. 1 OLD 15-085 7/27/1 M1E 07/27/17 Flaae:(305)871-1530.Fax:(305)071-1531 4268 Westroads Drive 2 f`AA�� RIDP.. ''���, �1 tltacaoaalaa* West Palm Beach, FL 33407 3 DRAYIIPIG No t7 �•'•-.....••' '�7 tt EB-0006719 7 y�7/O % F/lt RU.TER A.T41R 4,P.E. 4 / O7 P.E:'T3EaTj�ilA�R'�E/DATE naROA Lk-f 44167 5 SHEET 6 2 OF 20 4,576- S14- 20 CAST 4 2 I.MM h0vSWG MAVM /4'•E-F20- sou PAIMD .746 a 1'2 6 DEDCAST 11 ous-x amum BAM PdiHSFD W1 C11 -316- CL-r-- &RASS V1010M CRksms yy4 pace. j &KEYS(CHROvE (CHRCUE PU=) I'Law) HV CENTERMATE BY OC BY EGRESS LOCK QUALIFIED FOR USE W/ W BLADE(D&(g)ONLY 2 FF CENTERIWAJ� D FOR USE W/ W Y JZEE It FOR .87-1 QUALIFIED FOR USE%11/ QUAIL 6063 T6 ALLOY AND TEMPER OUID Y USE VI/ BLAVE(q&QA)ONLY 13LADE(D& @ ONLY. 8 (0 ONLY. 6063-T6 ALLOY AND TEMPER HV QRNER CENTERMATE ®R IFIED FOR USE W/ HV BLADEUI ONLY —1 250,0.0' 74- 6053-T6 ALLOY AND TEMPER PLAsnC HEAD VOL DED TO SCR 75r I .82 —3W AFTER R[VET= .82BEFORE RIVETING 1/4' --20 x 3/4 4 S.S. THUMBSCREW 114-0-20 RIVNUT* ri *SUES 6u4 AWLL%UU{2024-73 al.00 LM-.I:FLAI,*C SNEER NUMU,PAW#0620,AS I4kWrACT!MW eY AVVEL 1 -4 Z' CFVW MMRV,PAFMPPWY,NCIN JERSEY 07054 OR EQLvL PLATTPROW ELEVATION 12& HV MALE "T" LOCK CENTERMA E 2BLADE(9ONLY (2% HV FEMALEENTERMATE HV "T" LOCK HV ALTERNATIVE LOCK "T" LOCK C OUALIFIED FOP ',USE W/ KV ,D7 LOCKER FOR "T" LOCK CENTERWA-1 QUALIFIED FOR U.SE0111/11111-1v QUALIFIED FOR USE HV BLADE nIONLY BLADE(1)ONLY- "063-76 TEMPER OVAUFFIED FOR USE QUALJFIED FOR USE VI/ HV BLADETONLY 6063-T6 ALLOY AND TEMPER' VI/HV BLADE ONLY. 6063-176 ALLOY AND TEMPER r 3.161 77 -\.THLMSTURN CYLINDER OR a- KEY CYLINDER 0 .214*?!i ! ... . .4 .21 o *� 4 0,075'Wn. HD CENTERMATE W1 NO LOCKING ROD (3 HD CENTERMATE W/ LOCKING ROL) QUALIFIED FOR USE V// w BLAGE(g& CA) QUALIFIED FOR USE V// W BLADE())&UA .4 HI) CENTERMATE'S INSgRT 5D3 6065-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER VARIES, 12*MIN, QUALIFIED FOR USE W/14V BLADEQ)&(CA, KEY 6063-T6 ALLOY/AND TEMPER CYU1 100 OR tis �#• ,-�-^--Ct�� 157 11;n. CfI.INDER O=K=G3M t�' HQ—Lqcx QUALIFIED FOR USE W/ W BLADE(J) HV 20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOCK BOLT LOCK. 6063-T6 ALLOY AND TEMPER 0-16 ACETAL %lr:,RIFS S.S. THUMBSCREWS QUALIFIED FOR USE%1/liV BLADE(D& @ In', fs)wsTALLAnoN ML REQUIRE A 7116-HOLE THUMBSCREWS QUALIFIED FOR USE V11 W BLADE G) DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR-.y,%,yjjjW BLADEG) FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY.INC. BERTHA HV-n—, — Accordion Shutter System /7-MME7c 7o a 7. A.S.S.A. I-LV.BIAX#1 W/OR W10 KV.WNDON ELdX American I DATE CRAIM 7 Shutter Systems 4EV.W DMRWDDI BY. LC. TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 712711 U&M 07/27/17 OSS5 14W.36%h.SL, 4268 Westroods OCive V.ns,VXWA CARDEN%rdxm%33W STATE OF P14W. (305)S71-1530.Fc.:(3115)871-1531 2 DRAVANG No !R... / —I:W—O-Lc West Palm Beach. FL 33407 S 17-107 ......•T MLTMMA-01WX6U"tI9 P.E.le. FLOR"Lil-j 4+167 5 SHEET P.E. t R DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 12•MIN, LEAR INCE HV (1-1 HV 41 40 1 TO BLADE 74 p W BLADE I W WtNOMW SLADE A6w S .0625 @ HV BLADE to .1875" ty 46251& HV LONG RECESSED NYLON BUSHING KINVOCLE .1625' 3 QYP) F0; K I ;I: HV SHORT RECESSED NYLON BUSHING R1 7 0 FLAT PORDON W NYLON HAT WASHER Q OR(D 3 w so -303 SERIES x @ KV 11affa CARRIAGE AJS1 302 (i�'j 1 4 @IJ i \-@ 0.870-x3/16- THICK NYLON WHEEL 2 711 MNL acv Isxoarr 03. 0.188'0 AISI 302 SERIES S.S. RIVETS 315'0 SEPARATION 3.75or BMW4 I i�l BLAU @ KV 1 3/4-ACCORDION PIN '1// #8 HEAD EXTERIOR i OPENINGS 5 3/4" r CENTERS .75W 44 a -2'1/4' HV 2 3/4-ACCORDION PIN W/ #8 HEAD POLYCARBONATE IMPACT RESISTANT HV MNDOV/ TYPICAL BY WINDOW BLADE AND FTIp F I POLYCARBONATE W WINDOW DETAIL (DOR 0 or @ -?B ajOTE MFrs)OR OR @ POLYCQt!ATE.IMPACT RESISTANT HV V4NVO .E : I '] - AF BAYER tAk<ROLOIJ 3103 POLYCARBONATE RESINS, UV-STABIUZED GRADE OR SABIC U TO MADE SOT7 IM INNOVA111irt PLASTIC LEXAN 103 RESIN F- ON SHEET 19). OoR (1) w PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR "i all BOTTOM KNUCKLES OF HV ACCORDION SYSTEM V// W(D POLYCARBONATE SOURCES FOR 44 OR EXTERIOR W(9 BLADE. TYPICAL SHUTTER ASSEMBLY rovm PROpaun N.T.S. " W PIN CAUQ Air (2) HV PIN 0 MAY BE USED IN UEU OF (9 AND ONLY AT 40 t Plfy!r�- EXTEPJOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HV(D BLADVS KNUCKLE. 0go w/w, aw iv,9 (SEE NOTE*Foil SPEC=CPAVTV ASTO OM BLADE VAiEN CORRESPOND114G TO INSTALLATION "ll". SHEET 7. p 1a REOUMEMENTS) Tome yea 534MIM, AMU OW SAW I-L 9=V." nmamL siRv=ii Ai ASM UM 13,400 A.1 IFLOMMIL UWUUJS A=W" Q=�x Z.&M pl.�k (3) W PIN @ OR @ V11 1/2" O.D. 1/16' THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, "tcKw Izw A"am is R-bf. 17 rT-40". SHEET Iii 0== Asw 028-3 V2 Z C"S x UM PATC OF OW04 AMU CM N.fEL CARRIAGE DETAIL C-1 OLASS C-t 01,42; A MF CKOW AS71,Dig" IC40 T BATF ASW 6155 ,.REMEILY LAYOUT TflSSE STIR-r"M"FaR, .5w ca VIM Rai. am .I. M HV BLADE SOLID A to HV WINDOW BLADE DETAILS '.....=0 . U6,pI . I'm"" . N.T.S. 1j1FFAAFtrfiiiy� k 711 FLORIDA BUILDI CODE(Non High Velocity Hurricane Zone ?-�- . --p ............I - � • 04 .2017 ULM=002017 dtTM METAL SUPPLY,INC. - L EN - BERTHA HVTm Accordion Shutter System "IL ECOsmc- A.S.SAIIIIII KY.BADE#1 W1 OR W/O H.V.WMOW BLADE TILLVT TESTI & ENGINEERING COMPANY American Shutter Systems qEv.N. uwmn= DAIC MAww BY. L�- Assoctafion, Inc. t OLD 15-085 D7/27/11 DATE- 07/27/17 NG a Inv..0` 6=Am�ze%�st�Sti,_es.VIRM"th CAROMFLORICIA 3310C . F",-(3051971-1530.F-: 4268 Westroods Drive -2 West Palm Beach, FL 33407 a DRAVANG No 17-107 6 %ALURIRA.TA10 .II.E. T= FLORIDA,Lit-#"167 SHEET P.E. SEAL/SIGNATURE/DATE 4 OF 2D NQS ON HV LOCKS AND CENTERMATES• A D c o '"�•*j"�'-' 7 µ x g T a ,Fry,�,a 1 1.MMOATORY CONDITION It:ONE HV LOCK®or 9 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE Oft OW 2 OF SHUTTER SPAY OR SPANS UP TO 105•AND FOR MST TIONS AT ANY ELEVAITOH.HY tOCK�or�MAY BE USED AS kFl INSIDE OR OUTSIDE LOCK,ATTACHED TO OR CENTERfiATES er/(2} 1/4'0-20 x 1/2'IANC FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON tYPtCAL SHUi7£R ELEVATION. 2.OPflgW COVDIRON IT:IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO EIV�i �afj^ LOCKS 23.25 OR qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES(g ORSTALL BE AS ItMi ATED ON NOTE(1)ABOVE. LOCAVON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. opMM CONDInON 02 OW4D ONLY - RY CONDITION III OR LIMITED MANDATORY W/iW0 H.V. LOCKING RODS ARE NOT REQUIRED AT_HURRICANE POSITION, BUi tAAY 2�a 29 BE USED tF DE5iRrsi i0 ENHANCE SHUTTER PETTED MANCE. LOCKING RODS 3,*OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), 4. TORY GO Ohl i2.ONE HV LOCK® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN yy.. AND INS7AUAM0W0 AT ANY ELEVATION.HY LOCK 2 or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, S.TWO LOCKING RODS ° ATTACHED T80 OM�SHALL BERNER USED. LOCATION O LOCK SHALL BEOAS INDICATED ON TYPNG FLAT HEAD S.S.ILCAL SHUTTER ELEVATION. I MA)aML t SHUTTER.SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. E1RxT ALTERNATE TO LMOATORY •(O_tjyyjiON,#1 V!1�1"Y FOP HL'LWL MA;fTRtCyt CENTEf2AtaTES •Or^iE ALTERNATE HV LOCK 2 MAY BE USED IN ULU OF HV LOCK Q�or Q FOR ANY SPAN AND E€;5L•3e WST TIONS AT ANY ELEVATION.ALTERNATE LOCK I0 MAY BE USED AS AR-INSIDE OR OUTSIDE LOCK,A77ACHMEP[T k g OF tjf a-20z3j4"S.S.THUMBSCREW TO @I OR I CENTERMATES SHALL BE MADE W/1/4'4-2Dx3j4'ALUM. H D- x K� `03� RNNUT AS SHO.TN ON SECTION WE. SHEET B.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6,MANDATORY CONDITION I's FOR KEYSTONE MOUNTING INSTALATKTNS: ONE KV 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 96'.AND FOR iNsTALLATIOtiS AT ANY ELEVATION.HV LOCK @ or @ or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO @ or(D SYMMETRICAL CENTERVATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD SS. SEE END t M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL.SHUTTER ELEVATION. USE OF LOCKING RODS SEE _ OR ID TOP AVD BOTTOM IS COMPLETELY MANDATORY. Or-IT Q:! D r C H I J K 4 Y P 4 n W Y shinA 0&FULLi, _ *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. i OF CORNER ,j 7,ecrnND ALTERNATE TO f.,uDATORY CONDITION§j„V Ir(y ONri�`I�_ft}S -AND CENTE?MATi"S rr2A AND 4•`""" CENTERMATE �:ONE ALTERNATE NV Y'LOCKAMAY BE INSTALLED IN LIEU OF HV LOCKS ej OR 24 FOR ANY SPAN AND k'1 ,F-. (e5.('1�r`1�TO•'`1 INSTALIA AT ANY ELEVATION. TE.LOCK Y BE US AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT �5' 1. lJ l:J l�! OF LOCK t INCLUDES USING REINFORCING LOCK IA..AS SHOWN oti SECTION HVG.SHEET 9, WHICH MUST BE T4,15 4e •�' f. ,{i�' CONNECTED TO CENTERMATES I&AND @ W/ 1/4'4-20 x t 1j2'LANG S.S.THREADED BOLT W/7j8 C x 3/32' 1).7+@Q`L@•`1.01•�� ANMAXIMUM ABOVGNUT OR E A l•BELOWT _MIDSPAN.SSJA.SSEF TWRODS U OP AND BOTOM I5 MANs/s"wNur.-LocK MAY BE INSTALLED AN OR T2' f1�5•�sa01l R is•�'}3 Ts•I�5�5�`• *NOTES ON HD COCKS 8c CENT RMS RTES: �•�/ BLADE u �• T p� t NO LOCK X,Nb_O£lU1EftMATES OR 30 W1.i33:ONE ALTERNATE HD LOCK(D MAYBE USED IN LIEU OF TYPICAL PICAL l 1 1 HV BLADE SHUTTER ELEVA}IM HV LOOM q�CR ZV FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK®MAY BE USED A5 AN INSGOE OR OUTStO LOCK.ATTACHMENT OF NIA ROCK Cy TO IS W/3 Q8 x 3/8'F.H.SS.M.S..AND INCLUDES N.T.S. RSHFORCEMENT INSERT AS SHOViN ON SECTIONS HOB-HV$AND .SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAV OR 12'UAJOMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS a,IS COMPLETELY OPTIONAL iAirpAUaiir.��� FLORIDA BUILDING CODE(Ron High Velocity Hurricane one f{1�1�r~. ... 02017 TLTECO.ING 02017 EASTERN METAL SUPPLY.INC. BERTHA HV,T, Accordion Shutter System /�MLE C a NC. A■�EIr .�. (tV.MADE gT W/OR W/0 H.V.' WON BOLE American Shutter Systems UESMPaDH DATE DWIN By L.C- "a �/*� T`IUJT TESTING & ENGINEERING COMPANY AS80Ctat(On, Inc. t OLD 75-OSS I/27/1pA1E 07127!17 �p s• Q+> c...xe.s5m 81 s`305." �'DAI03cS.rtD0.W u1i Pf—:(305)871-1530.rax 4268 Westroads Drive z:(305)071-1531 DRAWING No •.,,1•, 1 e-,..4 ut.wo-a mn !'lest Palm Beach. FL 33407 s ssj�l IAL fc� �a1`', r,�M���'a:T�7F' 17-107 P.E. SFlV�SIGCSA`fUREf t)ATE s SHS OF 20 POURED CONCRETE r-CD,qCRETE ANCHORS OR CONCRETE FLOCK POURED (SEE SCHEDULE On REQU,ED 1/4`0-20%3/4'S.S. POURED CONCRETE SVw 13) r CONCRETE ANCHORS tJACHu(E SCR£t'+s t'A7,S'RETE REWIRED Tdi ���' (SEE SCHECULE ON RErnxRED CONCRETE ANCHORS t 7 T 8 �4Y694 E(ss U=-VtG Qat Stw 7) ` t ,` ' % t ,' i f I` SHEET 13} NUI's o 12-D.C. (SEE SCHEDULE ON SHEET t3) i r 1• ,`" / 1' 1 fa'0-20%3f4'S.S. 2 CR{(4. / ! EQ tJnCHRiE RENS r , ' _/_ 0 USING 1/a•-2o Hors 19 , 3r r�5 E.0.' " um� .fiIto. E.D.` / .250• I / 11-/ OPnptui o`tai55 ' S. * ; EX15DNG )JW.SEPARATION TO GLASSi 19 t ---OOR ® tans i M�--f—(SEE SChEDULE On SHEET c 11) ; D,asHlap suN. PARATDaN rD-wi -(SEE SCHEDULE ON SHEET i,) 1 t EMSTING Gvss-; �C WV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE LIM EXISTFtG --�-- WNG (SEE SCHEDULE ONON rSHEET 11) � anss .; vy sTPu�ut t t 1 OR @* uc1 s PARATcaat m tx ss ; ; i O MASS IX - i i"(SEE SC1tECA1LE On SHEET ill ' i ,f TULN�FQ�1R ,.rfyy, rh r QPSStlitAL r r s r 1 1 4- ,' ' Ifo:. !J ' ,/ `' III iIi �' / , i 1 1 1/a•1du%, r oPncNAL EO.`t r I I 1 r i Irl/2 i - 71 L ?L oSCR£Cf5 If5c !µtrT%R4U'SoS-2H0PHUAJPS TCRETE ANCHQRSCON-- 1/4-0-2 x3/4-S.S. OR(& FJx.3Of4'SS.PHLUPS 6fACH1NE SCREt45 '- !iCRETE ANCHORS ti '/ ,/ , 1',,; 1/4'-20 NUTS C 12'O.C. (SEE SCHEptAE ON Sy/1/4"-20 NUTS B 12'O.C. SEE SCHEDULE DY SHEET 13) � / f.Gn. POURED CONCRETE SHEET 13) ( ' ,r. ,' J OR CONCRETE FLOCK POURED CONCRETME i; / •/ r.� r REQUIRED OR CONCRETE RLOCit t x1'LtCRCTE ANCHORS WALL REQUIRED (g) HV WALL SILL INSTALLATION (Sm Sci£Daz ON FOHV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) . CR CONCRETE ELOCK WALL REQUIRED HV WALL SILL INSTALLATION TtDTE�aR ccug(,enDrT aP INSTALLATION [yDETAILS W/ 1-SEE SHEET 4 RUR TYPICAL.SHUTTER s G p.�.EDGE OWAnt'-c « SEE LOaTATCVS OF USE MR (1) H V L7 LADE 2-MOU NWiG SECTKJtLS CAN BE CW OTED (SEE SPECt-1CATIOns ON SHEET 13) EtAD£ 1�ON SH ET 19 94 ANY WAY TO SUI'ANY R(STALLATMU- -01011t/v, -- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ,1, ::•';rJSt�.._`� 02017 i1L,CC0.TIC. ©2017ETHA HLY TTA a 4 7A Accordion Shutter System 1 L E C-q ..c. A. . . . KV.aaDE#i w/OR WIO H.v.WNDnY er.aaE TILUT TESTING & • }Y ly"� ,/•Q G ENGINEERING COMPANY American Shutter Systems _ OrKaPnON DATE ORAVI St 1_C. Association, Inc. 1 OLD 15-085 7/27/1 DAM 07/27/17 5355 R8.35:R A�10..5 YS' XA tiAF}3t$.TiaRat 3315 '�Q DP' �' '� Prwn:('OS)871-1$30.Fox:(SC3)871-153, 4268 Westroods Drive z DRAYIING No L c-aa:ttt-ca,r.Ecm West Palm Beach, FL 33407 a 17-107 r* r%,A E9-0006719 4 L}JLTER A.Talff Jr.P, +'''rr••rrrrrr rLa=u-14a167 5 'SHEET P.E. SEAL/SIGNATURE/DATE 6 6 OF 20 POURED CONCRETE ANCHORS , SEPAIATM C=� 7.(SEE SCHEDULE ON SHEET 1.3) TO CASS= OR SOMAE 04 SHU E)OSTING EDGE OF 11 FUR WX MAIV GLA� TO CLAIM ou sw MWAX SLAS S I,) AL APPLIME EYJgS%FNG1 W=02 6.N E)OSTING LLOCAMMM HEX WASHER HEAD SCMiS 0 12O.C." EDGE OF IF 0R,SHEET 13) S A 7 (SEE SCHEDULE APPUCABLE CONCRETE AN`CH0 EDGE OF SLAB IF /2 EDGE OF APPLICABLE D EDGE W1 s7L .0, SLAB IF 10 DAM APPLICABLE POURED FLAT HEAD CON ANCHORS SMEDLILE ON C CRETE --1 10 FOR RMED' PMIO CONCRETE (SEE SCHEDULE ON SHEET 14) 0.S41T 19;FR OR @*CONCRETE FLAT HEAD CONCRETE ANCHORS REQUIRED REOURED D..— D.-- (SEE SCHEDULE CH SKEET 14) @ TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. BY FLOOR INSTALLATION t (3)HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING k FOR SPANS PER Q HV CEILING INSTALLATION SCHEDULE J3, SHEET 11 CONCRETE A%=4CRS CLASS-if I (SEE 9CHEDULE SHEET 15) 114'0 aw BLUMaR SKMf 11) DUST-iq DaST=G EXISTING AVWXW awW/ow GLASS CLASS @ MASS----; Twe'OR FAS�TAPPER NOCAS W1 T "'0 pow FZ4 0 Arm= a 1 3/4 wL Cianxeir o 6' C.FOR UP TO 6*-W SPAN AM O.C.FOR SMS.THAM 1/4- W-O"UP TO X-O'W.AFFLY �7 II IIA AT R 7, 3/8- r-LfAX -f—,N"3/4'HEX `11 ff F/2 @ MASHER HEAD SUM 11 TIM Luum WL TEC SCREM CMIT. D.C. 114K3/4 ROC WAD 0 12 8 TEC SCRVIS 0 9' JC. COWMETE ANCHORS #14.3/4'S.D.S. gli- 114'a-20.31C sS us OR tled-zo S.S. 6 7 3 L", (SEE SCHEDULE ON I Iz 1 7-);.- __ __ tits.Ile] i/%A—USNG 1/4•a-20 NUTS w/IVJT a 9,SIS. 9"a C. 11/2 U— 0 22'O.C. SHEET 14) • -Z—@.@ EXMr=KW4 STRUCTURAL 2.00-kN. WALL TRIM(DMORWE OF E.D. SILL) F.H.SID.S. MIN, APPU V POURED CONCAM CONCRETE ANCHORS NOTE -----F (SEE SCHEDULE ON 13(.) OR CONCRETE BLOCK SHEET 14) D j, POINZED CCNCRETE-A skim POURED CONCRETE- C14 SHEET REQUIRED OR CONCRETE SLOCK (F) BY WALL FLOOR INSTALLATIONRECURED KEYSTONEMQ REWRW Q HV WALL WALK-OYER INSTALLATION UAXLMM SHUTTER SPM W-O' N"?LALLATION (a)HV RAINGUARD INSTALLATION- t NOTE, I TH NOTE FOR Cou OF SECTION IS INSE4LATION SHALL BE S: EDGE MANCE ` ANCE RE147ZABLE WEN PERFORMED I-SEE SHEET 4-FOR TYPICAL SHUTTER ECIFICASMS M4 SHEET 13) AMIACENT TO 1-4 OPERABLE EW SCE LIMATIONS OF USE FOR ASSEVZLY OR ENTRANCE eLADc(9 ON SHEET 19 2-WER(MG SECTIONS CAN BE COMIJED INSTALLATION DETAILS- W/ T HV BLADE IN ANY WAY TO SUIT AW INSTALLATION. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' ........... 02017 TILTECO.INC. 02017 EASTERN uETAL SUPPLY.INC. sF BERT-HAHVTM 0.4 Accordion Shutter System 71"1 1EC01--- A.S.S.Aw H.V.a"#1 W/OR W10 H.V.WNDOW BLADE 07/27/17 TILUT TESTING & ENGINEERING COMPANY Amerrccin Shutter Systems Irv.w 0mcwRolf DATE op nN./.10,11 6=IL®.Nee,"SL.S!e-MS,VJ=VA GOMZNS,FLOFXA 331U Association, Inc. I OLD )s-Das 7- '-'"----C''4......... PJ—::(305)971-1520.1-:(3M)871-1531 4268 Westroads Drive 2 1"v _.I: DRAWING No EB-CO06719 West Palm Beach, FL 33407 3 WALTER A-TILLIT Jr.P.F 4 17-107 P.E. SEAL/SIGMTURE/DATE FLORIDA Lk-#44167 5 SHEET 6 7 OF 20 SEE -END WALL ON DM ON SWEETS 10 & 18 SEE NOTES ON LOCKING RODS®,W LOCKS ID or 1� `r INSTALLATIONS W/ n HV �*am ALTERNATE H�Loa®GN SHEET 5. OUT IN ��Exlslwc clAss BLADE sLAc1c DErAD.Hr.Is VALID/DR ALL BLADE W,/ HV CENTERMATES CENTEFWATES APPLICATION WITH 81ADEC EwsnNG GLASS SEE ENDETAILS O WALL COM'OErnnu ©•O•p�©•O•®� F � ------------------------------------7.-------- — O O ® O 3 1/4- 7' a 1/2' (60W-TS XMr)ALM I 8 - 8 9• 01 19• 5 ANGLE W/�z)1/ae TAPCM 1/2 ®•® OPPOSING SYMMETRYCAL RNCH (T To ncu)TE I CENTERMATES CENTERMATES (T�/�TTOta) : ®fo.3/e-s-eu.0 12- I MW.SEPAM ON (a)}foAT/Ek H AN E 111 oc f1,Lt LEr�r. kl HV LOCK or � To CLASS AT rAr}t ANGLE(m) l WJ HV LOCK �or 'LW5 (SEE;CHEOULE 5 p " * 35* IN 3 * 3 ON SHEET 11) ------ - ---- --- -- ------- --- ---r----- ,--- ------- I I 5 9o' * 1 1/2. � XT �ap� a0 ®a®�©•p�®�,o .®� O ® HVB ouT p Hyc O ®a'©�®�'©•©� HVA ©�®O7©• 7O0°O 10 •D°R EXSTitIC GLASS -POURED CONCRETE OR O.O-©��•O-�( m©'Owp` ?----------- 10'� ® r ! CONCRETE OLGCK ft 1 �F70 "c ®"®�®"®• EOUM @�`� SYMMETRICAL * (N �'�•©°'�•�•®°" M,N.6T�,PARATION---- L— _8 ®°'_�•®_"� p J� s' CENTERMATES* rp p•p,,p.pa,®.Q DR TO CLAss — (SEE SCHEDULE lAN.SEPARATION ®~® p w ®* o W v LOCK OPTIONAL ON pw O•®W 1®•®S ON SHEET 11) { ( To GLASS SEE SCHEDULE L N OPROtltt, / ON SHEET 1 f) - (INTERIOR) — — — — ----- - OUT CONCRETE' u+cRs -- --- -- ----�r * 1 1 HO HO0 VARIES \/-C3)-'\ 1 �* `-1%77 c• r�•A 0 U T 5 1/2-WWL SLACK / * (EXTERIOR) "Cll ** HVD OUT LI11�7�,,,,�,,,,,,,,! HVE HVF FLORIDA BUILDING (ADE(Hon High Velocity Hurricane Zone 1 1 •' ^ 02017 TD.TECO,INC, m 2017 EASTERN METAL SUPPLY,INC. + - BERTHA HVTM A■S■&A■ Accordion Shutter System MIL E C O xc. Itv.MAX , w/OR w/o Hv MNDON!B!40E •';�1'� i TILLIT TESTING & ENGINEERING COMPANY American Shutter SyS}9mS EV. DESCRIPTION DATE DRAIN!M L.C. rp • YAnA � +` 6363 NW.U—St-S:a Las,V/t=%-A GMDEI6.RCRQA 331C Assoetottan, Inc. 1 OLD 1$-C65 7/II/1, DATE 07/27/17 (305)971-1530.r-:(305)871-1531 4268 Westroods Drive 2 "- �1ROo� DRAVAmG No Ee-00067ls �Yest Polm Beoch, FL 33407 3WALTER A.TILUT lr.Px1 �-107 n0.-fi OA Uc j"167.E. SEAL/SIGNATURE/DATE 6 SH8 OF 20 ALTERNATE INSTALLATION W -T" LOCK PQI HV MALEZFEMALE "T" LOCKS LOCKERS - Wj Q) H-V BLADE SEE M CONNECT[Off DETAILS ON SHEETS 10& 18 INSTALLATION n HV BLADE F ��IDCMASS VW o-6-71 _, I*WZZ0)WJ:X MIM WF.ft=CARV a'MIT 9�_ WZ HD CENTERMATES I AS W04 AS 1=0MV.110M.'UVE CD MUL H09-1011 I US-Wmf M u SEE END WALL CONNECTION DETAILS ON SHEETS 10& 18 (6765 TB Wg R 41` (0R1+auU Vw/80M* ,f ---- ------- --- 'T Eux'umL aw) (4)WV. pm".y. jopw/r sm--w nsE F 1 (41 12 same (9HV 'T' Pic*' Pais M71) I'm MP.) 5 = 3 LOCK (INSIDE) I A N . ----------- 5 f 28 29 1 wr 1/4" 0-20 x I Ijz 5.5-M-5. 351 (OPRUMAQ SIM uoyr 6 FOR KV L=(D W1 7/8"0 x 3/32' WINGNUT. (s +W 140-Hya Fo-u-T1 HOC-141AC Ir too(w M4 55fiewmUT S. SYMMETRICAL RD CENTERMATES 0CK OHV "T" LOC (OUTSIDE) —HVG* W/ 1! LQ (EXTERIOR) !TERIOR) t mms 9.""WO'U (=4-T3 AUDY)U=FLAX=nUf ,W VsM FART I am AS VAMFA=AIW EiTiUM 0`VW M(TUM FAR9PMR.WN 4MLY =54 CA CMIAL ---------------15k------------ VM'w==M Lop.=Fasp a M(q ratCrtr w 5•w5 MVM�Rc M MX40 COAL WD-WID 15 MM rw u Cvm3w=APMXATI=Uug ww(D FLOATING STACK ST k AL h., FLORIDA BUIDING CODE(Ron High Velocity Hurricane Zane 02017T6,TEC0,M 2017 EASTERN METAL U . INC. BERTHA HVTM Accordion Shutter System E.C AS.S.A. FEV.BLADE#1 W1 OR W/O H.V.WINDOW RAM INC, . American Shutter Systems XV.H. DESCRIPTICH DATC DRAWN SY.� LM % TILLIT Association, Inc. I OLD 15--oa5 V127/17 QAM- 07/27/17 TEsnNG & ENGINEERING COMPANY 6=".36th st, CAROM ruxm 3316 - OR ..1% St.30 WKWI& 4268 Westroods Drive 2 . ........ Fb-(MS)871-1530.F.*:(305)871-1531 West Palm Beach. FL 33407 —1 DRAWING No Z� WALTER A TMILIT U.P.E. rear FWMA U,#44167 5 SHEET SEAL/SIGNATURE/HATE 6 e OF 20 POURED CONCRETE OM�URED CONCRETE POURED CONCRETE OR CONCRETE POURED CONCRETE OR A OR CONCRETE OR CONCRETE SL=WALL REWRED —7— BLOCK WALL REQUIRED CONCRETE BLOCK WALL BLOM WALL REQUIRED v REQUIRED EXGMC CLASS EXISTING CLASS % EXISTING GLASS GLASS CONCRETE ANCHOR* / • LM SEPARArCJ I 2-Ila To CA'Ass.M F a 16"O.C. WL SEVARX104 ,' "DULE ON fix, TO MASS(SEE LM SEPARATION MIN.Ss6lxv SCHE S, TO QASS(SM 11 FOR ELAZEMAIM 0 CLASS SCHEDULE ON SHEET SCHEDULE ON SHEET ED/ ON_FM 9 MR 11 FOR SLAM LAND SDIEDLILE Off SHEET /16 RADER(D'.0 11 MR SAX 0" i1 FOR SLADE MAIM 104 SLEET 19 FOR A ON SHEET 19 FOR [> is FOR I SLAMS f2 RAGES(D&(9) 1121 SIDE (LOCATE AT BLADES(D PLATE (LOCATE 12' AT EITHER SME MIN CFO) 4 USE I*OR 2'MAX. t ...... . (AS APPUCABLE)x2*x1/8'xD'-2' 1/2-Illri flaxilr--"$. I ALUUINUIA CLIP ANGLE 110.1/2-S.M.�L� a 16"D.C. -—-—-- (6063-TS ALLOY) S.U�S.TO@& 0 16*O.C. 4 i (2)1/4-0 TAPCONS ANCHORS TO JI/ N, - WALL AT I-D.C. (LOCATE AT SEE DETNIL X -j I OR (W ER SIDE OF(D) cc, SIZE NNECDON EITHER (1)OR 60 TO TRAM (COR� SEE DETAIL X FOR OR SEE DETAIL X F 4 SIDE CONNECTION SIDE CONNECTION 8 TO TRACKS .6- 7-3 1 '0- TO NTRACKS L41- END CONNECTION DETAIL END CONNECTION DETAILS END CONNECTION DETAILn_i END-CONNECTION DETAIL Ell RET7USRE0 0.YLY f0R SPANS GREATER THAN 12- POURED CONCRETE OR CONCRETE BLOCK TALL r-- EXISTING 0- —EXISTING GLASS REQUIRED CLASS �,I ---------- ----- i/:r S. ------------ WL -1 To GLASS(SE-1 -'C. y < r /9 UN.SEPA. SO-IMLtE ON SKET TO GLASS(SEE 11 MR SADE 000 CONCRETE -/z,IAIN. SCHEDULE ON SHEET ST- @GR@0R(qOR@ ON SHEET 29 FOR A19CHOR 0 r-1 11 FOR BIKE ----—- ON SHEEl'19 FOR BLADES 0&(9) 12-O.C. I L OR@ 5 CONCRETE ED 4 —1/2 MAI.— t I/r JLT-4 EE OF USE FOR VIEW 2 i ;1AN. FELIE imr is @GR@CR(qOR(j3OR(p (CO R &N PLAN DETAIL X POURED CONCRETE OR END INSTALLATION CONCRETE BLOCK WALL 833 1 HV BLADE ORdo HV WINDOW BLADE INTO -CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL(�) NNECTION DETAIL @ «p FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone 02017 EASTERN LETAL.SLIPRLY.INC, ......:"fe,-%. 0017 WOOD,Wa E BERTHA HVTM Accordion Shutter System -r L Mc:o:7im 7 A.SwSaAm KV. RXE#1 W/OR W/O FM WMOW MAX 7M E 3EV.ft DIESCWTION DATE DWAN Dr. L.C. ,7 CrTICCIT TESTI American Shutter Systems 37/27/17 CAM, 07/27/17 NG & ENGINEERING COMPANY Assoclation, Inc. I OLD 15-OSS 2 DPAVIING No 4268 Westroods Drive .—I.at West Polm Scoch, FL 33407 3 17-107 "'01VAL VN o"' ES-DOC67191 4 ftLTER A.TWT.Y.PZ n.0RVA Ur-#4410 S SHEET D.E. SEAL/SIGNATURE/DATE s 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE 93 MAXIMUM SHUTTER SPAN*- "L+' OR MMIAUM SHUTTER SPAM* "L+* MAXIMUM SHUTTER SPAN*-L+- NOTES, (ft.). FOR INSTALLATIONS W/ OR "L-' (ft.) FOR OR IL-1 (ft.) INSTALLATIONS INSTALLATION LEGEND CENTERM @ &@ or Q9 or INSTALLATIONS W/ rl W 29METIRMAL CENTERAtATES CONCRETE & WOOD (1)L+,.MAXIMUM ALLOWABLE SPAN FOR A GIVEN V11 ONE H.V. LOCK 0 or 0 or or cm F/p ONE W LOCKS MANSORY POSITIVE A.S.D.DESiGN PRESSURE RATING. ONE HV LOCK V, L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATNE HD LOCK (9 kV/ NO LOCKING RODS or OCK LOW,16 T 'OR, NO LOCKING WALL N B. C. D, E. M. N. o, P. o. A.S.D. OES*N PRESSURE RATING. W1 No LOCKING RODS 'ON CENTERIM0 28@ 29 VI/ ONE IDS MOUNTING F. K & L R. S, &V. f01" LOCK 330 Vl/M�O LO`MNG (SEE NOTES t tt) (VAUD FOR MOUM3CI (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 'a G RODS 35 TOP ez BOTTOfAtk5EE SHEET 7) FLOOR/CEIUXG G, H, 1. 11. j T, U. yj & X WALL MOUNTINGS(IOP/EOTTO&)OR FLOOR/CEILING: Coftffig-1 ttd UiSrALATIGNS ccticltm&WOOD ukx� 0074CME MOUNTING & 1.4 GIVEN A POSRIVEE A.S.D.DESIGN PRESSURE RATING. Mk*VM UAXUW IrISTAl I-ArONS A.Sm Cc= INSTALLATIONS xM 0=4 &So DETERMINE WAWAUM SPAN"L+'FROM SCHEDULE mzswom WALL MOUUM40 FI.0CR/CEJLlRG PMSWX ZALL=W1104c pRessuz PATM & ml= "MR/MWA;tiorms GIVEN A NEGATIVE A.S.O. DESIGN PRESSURE RATING. UCL[tl=G (No.) FLOOR/Count Umumr. (A-0 OR DETERMINE MAXIMUM SPAN*L-'FR(94 SCHEDULE. L-M) (-w-) L f (0 1 L-M (+ FLOWRAM 0 UAIaMUM SHUTTER SPAS 71.4�"OR ll_�-FOR Lf 04 L-(ft) L4 N L-M INSTALL41WNS"to WOOD SHALL BE LLYITED TWO FINAL MAXIMUM ALLOWABLE SPAN 6 EQUAL TO THE 30 167-W 1 IV-0- 30 16r-0, 16*-w 105 psf.A.S.D.DMGN PRESSURE PAT44G. MM-UM DETERMINED SPAN BETWEElf-L+-AND 30 OR LM I6*-Q` IW-0" t57-O' 1 167-0� 1 35 -74;--Io, 14-10- t5-2, IS-W 35 14'-10' t4'-10' 35 15'-2` lisw 40 ly-lor 131-10, W-2" W-2' 40 137-10, 12v-10' 40 le-2- tfi'_:r (3)PROCEDURE To DETERMINE MAXUUM SPAN FOR 13'-1' 1 IX-4" %4.-3. 13'-4" 14'-31 t Kv CORNER CENTMMATE#3 MAY BE USED AT ALL COMBINATIONS IN"EvIEEN WALL MOUNTINGS 45 IS-*' . 45 IV-1- 131-1- 45 MOUNTING INSTALLATIONS LOCKING SPECIFICATIONS W/FLCOR/CEILWG MOUNTINGS 50 ly-s" 12-5, 1 I:r-S, tx-7- so 12'-S* IV-s' 50 55 11-10- 12._I. 127-11- 55 I7'-10" it'-to' 55 SHALL Be AS INDICATED ON U94DA70RY CGUOITION #2 FOR A GIVEN FUGITIVEA.S.D.DESIGN FRESSURE NOTE p.SHEET 5. RATING: 60 1 V-4- lll*-4' 1 C-7' 12'-4" 50 1'-4- ll*-4' ED IV-2- IW-11, -7- 10-10- 4F'-i" ;— — 65 w_S* IV-1- DETERMiNE STALLATIONS. 65 TiO-10- o -11. 65 le-10, Io'-Io Ll+- X. SPAN FOR WALL MOUNT44.INS — — 70 107-6�' 10*-S, L2+-MAX,SPAN FOR FLOOR/CEILIVC MOUNTING 70 to`-6' IV_Er 16-VI 70 9-4, iNSTALLATIONS. 6 75 lo!-I" 10-I" tor-4- 75 75 tt ExcEFT THAT uwwm qwnrm [I�_, , " :0 so W-10- W-10, lo'-o' ID*-o` 50 9�101 9'-Io- SP"'L+'OR`L-'AND I.WTMUM ASD.VESM FOR A GIVEN NEGATIVE A.S.P.DESIGN PRESSURE FRRESSLRE RATING FOR MSTALLATIONS INTO CC14CREIE w_v- as er-61 9*-S' RATING, OR CONCRETE BLOCK SHALL BE LIMITED AS FCUZ'fx DETERMINE: 90 1 9,-r 91-r S`_-_ go 9--y 9,-3* 1- CONNECTIONS TO KEYSTONE MOUNTING Ll-- MAX. SPAN FOR WALL UOUNTING INSTALLATIONS. 95 W-a" 9-2- W-10. 95 9'-w V-9, LIMITED TO +64,-72 pxJ,AND 8'-0"SPAN, SEE L.--- MAX.SPAN FOP FLOOR/CETUNG MOUNTING ..4 1 q, —Do MOUNTING G)ON SHEET 7. INSTALLATIONS. 100 8--g- 8--4- 9'-0- 105 8*-7' -r-It' W-V 1 105 81-71 r-11 FINAL MAXIMUM ALLOWABLE SPAN!IS EOM TO THE 110 8'-4- r-7' 87-7- 9_2 110 W-4- LENIMUM BETWEEN L*+,.'u+". 'u-*ANT;lz--, 115 W-2' S`-s- I V-11" 115 SEPARATION TO GLASS SCHEDULE 120 8*-0' T-2* W-9* 120 W-0, t4j GO M ANCHOR SCHEDULE WITH FINAL MAXIAUM 125 7--10' --'i7 8- S.-O' W-5* 125 7•-lo" 6!-8 ALLOWABLE SPAN AND NEGATIVE-A.S.D.DEStGN 150 7*-8' W-5" 7'-T0r W-l" 130 7*-Br 6*_51 WIND ZONE MINIMUM I PRESSURE RATING TO DETM.IUNE UAXt!(UM ANCHOR SPACING_ 135 7*-7' 61-2" 7'-4' r-S, 1,35 r-7- 6*-2' SEPARATION 140 7'-5- W-11, -7--7' 7'-6' - 140 7'-S' 5*-Il' ASTM E-1996 TO GLASS 145 7-3r W-g, -r-51 7"_3" 145 7'-3` 1 5-9- 150 7'-2 -9-7- —150 7'-2- W-7- 155 T-or I..,. T-2' W-91 t55 7'-Cr W,5r 1 THRU 3 160 W-11- 5-2- r-l- W-r 160 W-11, 5*-2" 165 6`-10' 5-1, 7*--6' 6'-141 165 _w__lD 170 61-9" -w_II_ 61-2' 170 61-9, 175 47-9* 6*-9* 6,-0" 175 6*-7- H* V 180 fi-Er 4*-6* 6'-8' 5*-Io" ISO V-6, 4-W BLADE 185 V-5" 1 6'--r 5'-S" 1-85 4*-6" 190 6-e -Sr 6--er e 190 6*-4' 1:25 V-3` 6'-5* 195 6-3" 4!-3' 200 6'-2- &-+ 1 5-3- 47-2- 205 6-3r 205 FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone' V..- 62017".TECO.INC. 02017 EASTERN METAL SUPPLY.Wt % B BERTHA HVTM % Accordion Shutter System /"T RL WE�ot m. A.S.S.A. RV. RAM#1 Yj/OR W/O H.V.WNDOW RADE AmerEcan Shaffer Systems DESMFMII CATE CRAWN GY,WMY,/L0. COMPANY TILLIT TESTING & ENGINEERING Cc Association, Inc. I OLD 15-085 ELZME DATO 07/27/17 ROW. Ph- (30518711-1530.Fax (305)871-1531DPAVIING No 4268 Westroods Drive It %Vest Polm Beach, FL 33407 3 ......... X*7 Sofa lrvALK.- ER-MOS719 4 17—So107 WALTER ATlUff Jr.P.C. 5 SHEET rL0$Mk LLia1P.E. SEX/S[WfURE/DATE 6 11 OF 20 '..1. :� ..+• 7••wu ,?I i+• l/y� . lila;. :Ill •:i•T ::1� :�. : q+::?-... , •.. �IItl• •: .� :al +: q+� :al El[OR r mm�®El�lm�3 m •m�®mm� • �IL]C7®Elmet • ©L�m®A�'t•Tmf� 6><l®iI7000)OIv®mt��lQi70D lafE3m[IQDi�a ID®mOOOQO m�I-1I7Tz>1Q�i OODODDD© ' 0mm[•�Q©QOm®I{IOO[7ll�AQ1m0000i�DmmII�OQQQOm®m0i�I7QA[1D000DDp --�. • >'0®m000OlnlammD00i�DiLlif3II]IaOODA�J.!®mQOQQ06iIDm0OOQQDODOODO� mmmQOQO[p�Qi®itIE7QpQD mm[�EZOQ[3[7ruc�a®mE10nQIIEam0i7I�QQA ODDOI7DDA m®mODOQ[1��IID]0000 IDII®m0000O�®m000©OIDmmOUQn000��0�00 LLI>mQQQQQ OmmQOQmA�ffIImlF7QOI1pQlmm0000OiF1m000QnAQlmQQ170QAD00Ot70m® 6!®mOOQOt! m@Ali)i0Q[76ilaiL•7QOI•�00ID0II7000AOmmmnnnnaDDi�OODDp ®Ik!®QIOOQ)�iOalmi[TQOL-�Q�6�m@DOQDI�IL�®Q7�7t�i0QOII�3II7)nfE•3Ft3AaQOI7C1®E�IDD « . mmmQO[IQ3OIiim�©[7IyQID[C7m@E�QQOAILImmQt•7laL7OQll�3IL7E7L�t7i�A0i7DO0i7i7O • 0mm00IDn01,S�mm000©0[LamD0OI7Q©II!®mOQE1llQa iLImIDE�I�Eina IIDOppOD©0 mmm00i7QO IDmII1QI1•I7p�]IIlmII]Qn[1i�D 6immOl�npa Q1miL7i7OIDOO i7I7l7ddi�l�p mmmOQE�E�O m1amI7I7i>t�ia Am00nQQi•7 mmEE1IDDaAA�®l�IDID�]OA DOD®©Q�3©O mmOQ[�QOOmmmlFa©nmaurmm>FaonQQastmmnQOAn MIR "mm==mmD000D® ' QlmmQOQaaIIimmnQOOOmmmaOO©DR!®m0©OnammDlapnOOOi7aF�7©pp mmmooQnol tt7miI7lE1QQ[iO IIlmm0Il00ID R>1mIIlI>lE�aAO mmII70l7mAA OIIIIDOD®O ®mOmQOOm®mpQpQO��mmmF�000�00mm00a0�mmlD�DOIIO�IYJQ-• �OmnmO AmQ7Q®�3IInII1lmQ7�7Q[�IIIIL7mII7Qt1ODa®mILIE>IIaaO�t[7L�)IIOgiannnn©�itstlo m®mQ�IF�nO iLlgi�]IF71QmAA 63m000QAa Rilmt7aaaAO R3II1DID»Aaa iIOD�iiLi�]aC m00©QOOARmiIDIIm3OFQ700o0�m00�nOm®�FDlv000�®a00n000�Q�@nQ= 6lmm00alaa ®IDililOnOf�mmOi� •nty�tia0m�inOIIIIOIDm4�lmnnaDIIO®laLF7p0 � 00©AaA m®II]II1�30OA mmmIDOi�aQa[FImOOAIIQIIIDi�iI;7FF3vAIIII OQL70pppp immlmvana mmII7nIDOna m®m00nna RItmO©aaC�A mmii7Q©AAA OQOOOQC� m®L�iDAaIIOIIiIDif7�7L�iAAORImm©IDIIAOm�ILF7vAn00W®mnaIIC�a[�amDOIDAo lammQOaaOIL�mIt7JaIIIIOn6lm@i10IIna II�mE�IIIIAIIOy�ID7mOL�nOIIapaDQmE�]QIIa m®m©QQIIO�mmoOIIIE311muml�OnIIn6�!®©OVOOaQ!®piC7m�IInnt]a000�mAp �mQm©OnOQIn IIO�nO�mm�nQ�n®mn000n_Om�maannaDlQ-�IDp�©QOIIn ���DAo000�mm p�pIIO�m o000OmmovoQOA�mnIIaooa�[l���n0 mm[�iOOIIIIa Rlmif]nannII mmmOnOOa pmaaanAO iLiiI7�7nnII0a ili7Dl�i�iaOO OmOnAnAaQ>tg3mIIaAOammIDnAOIIamOAIIOIICIO• Dl�lAnAnAODmQ©A00 mmOOAOnamIDmnnaIIaal�3m»�aaoaf27m0IIvaAOm®�AIIanaOnnnnnOfa mmE7aOIIOi7IDmAnOIIIIO Q3m000nna�t�OIInaaO61�4 lOnnAa[lO®®t.7na0 mmOnIIaIIaRimB]nnna 0m@OnnOAttYY�R]]44}}ffnQOaAa®»mananann>o©onnn =us=OAaAAR NM====a Ex 0 Oan >4©AaAIIAa ©aaIIaaAQIEi®oon>Qa �_ � t � � rmmmamm �OmIIIIaaaa ® nn IInaa IIilODmno ' a?ImnOtaIIIIal�mIInnnnOulmnnnnna�E�lIInQnQa�nnnaaa�tlIIO©O00 >I • «. � RlmnOaaaa>S>imIIanIIIIII mmanaIIna�QAQIIOIIa�]paIInnIIa DD©®na0a • mmaOOIInOQIImIIAaanalamAIIAOIIaDE7OaaII®QOIIIIIIOnaQi7aDl0aap � ' � iS�maannOa a®annIIOO RIlmaanAIIO mOIInaaaammanaAIIO appomQnO iLllDIIaaaaa6=maaAIIOO®mOIIIIIIOOmOaaIIIInaII7®anIIIIp an®DODaOO m�annIIOaa>imnnnIIAO almnnnaIIO�DIIaanna��•]Onaaaaa QIl©QnnOn ®mAanIIAAO i�anAlQaIIO6faAaaIIIIa®aAaann�i F2 IOnaIIIIAa®D©Elnaaa mOIIOaaaO maOIIAAAO mOIIIIIIava 6lIIOanaOA LOaIIaIIIIIIO[7QODD©Oa ' OOaaQaOOB�Ln10IInIIa�aIIIIaaODaIIIIIIIIAOOnnnaIInaII©LEIp©An0 OaIIOaaaO>iLlnIIAIIAa10 aaaanAnlI]nAOaIIVOmaaM SamO[7Fi310Ol�npp faaalaQIIOI»3>tAiiaaaaOmana0aaa�7annaaaaIDDOaAaOaODmE aammm . �IIvov000�IInIIana�monl�nn0Ofl0aoaavO0�000O�0ap��0000no fDaaIIIIIIIIaILfIIanaaIIOQlanl�lO�f�IDIInC�aIIaOmIInOnnIInpD[flpppp0 1.1 I 1) • t • - of MMMUM ANCHORS SPACING (Fn.T SCHEO n F FOR A GIVEN MAX. SFR RR SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASD DESIGN NECATNE PRESSLT)E RAl1NG AND A CORRESMNDM IAO=NG TYPE FOR CONCRETE OR CONCRETE BLOC(lEMWATIOh (SEE OOONG:IGS E 0,&H CN SHEETS 8&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS,- POURED OLLOWS;POURED OONCR WCONCREM MOCK I Potam ATE (A) TO DaSTI1C POURED CORCRE E(Nin rc-3 Ix.) fIA1 m EQ VALL SILL !:COUNTING ©CEILING MOUNTING QH FLOOR MOUNTING - 1/4'0 TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS VANISACTURED Sr LT.W.BURDEX. (Lon,rc=3 Nal SFNI ANCHORS SROM LEGEND - 1/40 z 3/4•ALL POINTS SOUR-SET ANCHORS,AS DGMBUTED BON Y ALL PIS SCREW,BOLT&SPECIALTY COMPANY. (wn. 1'c c 3 fs1' (I) OFSfJN OEG[L£F4S9.F£FANG DTE!"fEW.E PnSREE RA1.0 00 CUM LFWNE PRMIRE FAT=M TgPCIIN OR 1/4-0 FLU TAP CONCRETE ANCHORS Al CAP AS MANUFACTURED RY FLORIFM FASTENERS DIRECT,INC.(w,,.rc-2 ks� _ 30140 EA 175190 tm 760 205 30140160 75 9D 72[1 1W ZOS 30 40 75 90 120 160 205 TAPWN MTH ADVANCED - 1/410 TAPPER+ANCHCRS AS MANUFACTURED 6Y POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POONS SCREW.BOLT&SPECIALTY 14 12 1101 9 1 8 0 1 6 15.5 94 112 10 9 8 8 6 6 14 12 10 9 8 8 6 6 TH.GEADFOW TEOf4�'M= PA1Y OR Aly OTHER APPROVED UCENSED OR AUTHOR=VENDOR REGISTERED 1NDN THE AUEICjNJ SHUM SYSfELIS ASSOCt4i[08,NC. 14 12 10 9 6 8 6 6 14 12 10 9 S 8 6 6 14 I2 10 9 8 8 8 0 (wn.re-3 Gro) ALL POMS SOUD-SET OR 14 12 SO 9 6 8 6 6 l4 12 10 9 8 8 6 6 14 12 90 9 8 8 6 5 BLUE TAP W/CAP NOTES: 14 t2 10 9 8 8 6 7 14 12 10 9 8 8 6 6 14 12 IO 9 H H 6 H Al)LW ARA ELEBEDUENT INTO POURED CONCRETE CF TAPCON OR TAPCCN YM N ADVANCED THREADFORU TECHNOLOGY ANCHORS AND TAPPER+ u 12 t0 9 8 7 6s 6 14 12 10 9 8 8 6 8 74 12 IO 9 B 0 6 5 +' ANCHORS 5 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4,-O• 14 12 10 9 0 8 6 6 1< /2 10 9 B 8 6 8 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 4 14 12 10 9 a 0 6 45 14 12 10 9 8 5 4 35 A2)MLN XUM EIC3EOIENT OF 1/410 4 3/4'ALL POINTS SOUO-SET ANCHOR$< BE 7/8•INTO THE POURED CONCRETE NO EMBEGUDU 14 12 10 9 . 0 6 SIS 14 12 t0 9 H 8 6 5 14 12 /0 8 8 8 . 4.5 •MA u5i F>72 INTO STUCCO SHALL BE'PIRNMED, 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LCNC M}O.UUTA SHOULD STUCCO 14 12 70 9 75 8 6 - I4 12 10 9 8 8 6 . If f2 /0 9 6 7 33 . �`+9t2719 DOST,ANO/'UNUUM FOR WATTS WITH NO STUCCO, 5•-0. 1{ f2 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 14 12 f0 9 8 8 8 f5 �' 14 12 10 9 8 7 a - 14 12 90 9 8 65 5 35 14 12 10 8 &5 5 3S 3 A3)IN CASE THIS PRECAST STONE,PRECAST CCHCNETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE COSTING WALL OR FLOCK, 14 12 f0 9 8 75 45 - 14 92 70 9 8 8 6 45 14 12 10 9 H 8 45 75 ANCHORS SHALL BE LONG ENGUGH TO REACH THE 901 STRUCTURE BEIM SAID WALL FINISHES_ANCHORAGE SHALL BE AS IN=gW ON 14 12 95 75 65 SIS - - 14 12 to 9 6 73 59 4 t4 12 10 9 H 6 45 15 NOTES At)&A2)A8CVEE FOR INSTALLATIONS ON VOM SMUG OR EFS WITH CR WITHOUT METAL STUDS CONSULT THIS ENWiEER.FOR ISI 12 10 9 8 8 6 - 14 12 10 9 H B 6 5 14 12 f0 B H 65 5 35 WSTALLATIM RND EIS WITH UETA.STUDS SEE SHEET 20. 14 12 10 9 75 55 3 - 14 12 10 BS 7 53 4 3 94 12 8 &5 55 4 3 14 12 10 9 8 B - - 14 12 f0 9 0 93 S 75 14 12 f0 d5 8 5 4 (8) TO COSH'CONCRETE BLOC(:(ASTM C-90) 94 12 a 63 a.9 3 - - 14 12 f0 9 8 65 43 35 14 12 10 8 7 S 15 3 - 1/4'0 TAPCOfI OR TAPCGN WITH ADVANCED THREADFORM TECHNO(AGY ANCHORS,AS MANUFACTIRD BY LT.W.BLRLDDL B a - - 14 12 f0 9 8 7 5 a t4 t2 10 9 75 SS 4 3 -1/4'0 A 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,EOLT&SPECIALTY COMPANY, iF f2 10 8 &S 4 - - 14 12 9 75 8 45 3.5 - f4 03 7 55 4.5 35 - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MAINUFACTIRED BY FLORIDA FAST00S LYRECr,WC_ 14 12 10 05 7 4 - - 14 12 t0 4 75 55 4 - is 12 9 7 75 45 - - - 1/4'0 TAF'PER+ANCHt34S AS MANUFACTURED 8Y POWERS FASTENERS,LNG.AND DI$iR19URlD BY ALL POINTS SCREW.BOLT&SPECIALTY is 17 T71 �1�5 a5 - - - i4 12 10 9 73 55 4 - 14 12 9 T 6 s5 3 - COINPANY QR ANY OCHER APPROVED CI[ETNSED aR Al1THORQEO VENDOR REG6IERED WPIFI THE AIdELTC?N St1U1TFR SrslEMS ASSOLRATWAIDNC.0. I< 12 a 65 - - f4 12 10 9 8 6 4 - 14 12 t0 8 69 5 3.56TOTE5: 74 12 l55 3 - - t4 12 8 65 55 4 3 - 25 9S 6 5 4 3 - - 8.1)L4MUUM EMSEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W /CAP AKCHORS Alio TAPPER+ANCHORS ISI / 4•A:D TAPCOY 14 12 B - - - /4 92 95 8 0.5 S - - 14 12 H 6 &5 4 - - WITH ADVANCED 1F6NFAOFORM TECHNOLOGY ANCHORS l$1', 13 93 6.5 5 S3 - - 14 12 10 8 85 5 - 14 12 a &5 3 4 14 t2 10 9 8 - - - 14 12 10 9 75 4.5 - - 14 12 85 7 SS 4 - B'-0' 14 IS 75 6 4 - - 1< 11 7 53 5 3.S - - 1t a 55 45 33 - - 82)LUNPAUtA EMBEDMENT 1/4'0 a 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTLCELY Ep/BE00E0 ONTO THE CONCRETE BLOCK 110 OMML T,NT INTO SWCCO SHALL BE PERMITTED, 1/4'0-20 SS.ItAC19NE SCREN USED SHALL BE 1 1/2'LONG MiewUU SHWLD STUCCO [f 12 8 0.S 45 - - - fb t2 05 7 55 a - - 14 105 7 5.5 6 45 - - EXISr.AND 1'U=Ulf FOR WALLS YAM NO STUCCO. is ELF 55 4 - - - I< 12 9 7 6 4,5 - - 14 /1 7 55 43 35 t4 I2 f0 B TS - - - 14 12 10 B 63 S - I4 12 8 6 5 4 T0-O' - 8.3)W CASE THAT PRECAST ST0.NE,PREGST CONCRETE PANELS.PAVERS CR ANY VENEER E=FOUND ON TFC DOSDFNG WALL OR FLOOR, 1319S 65 5 4 3 - - IO 75 5 4 3 - - - ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAN STRUCTURE E�9 SAND WALL F3N15H=Ta.At.CHORAC�SHALL BE AS INDIGUFD ON tf a 75155 - - - - 11,1113 9 6 5 4 - - 2S 95 6 5 ♦ 4 - - NOTES B.1)&82)ASOV.FOR INSTALLATIONS ON WM SIDING OR ERS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER t03 e S - - - - - 14 12 8 65 Ss 4 - - 13 10 65 S 4 3 FOR II�STALLITFCN Wr0 EFS WITH METAL STUDS SEE SHEET 20. 11,-0' 14 12 t0 - - - - - 14 t2 9 7 6 45 - - 14 0.5 7 5.5 45 35 - 125 95 B 43 4 3 - - 9 7 4S 1S 3 - - - (C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE R ECOWAETNOATIWS AND SPECInMICUS OF THE ANCHOR'S&WIUFACTURER. 14 IO T - f4 10.5 7 55 45 - - 115 83 55 45 75 BS 7 4.5 - - - - - 14 71.5 75 H 5 - - t2 9 6 f.5 4 - - - (D) SEE SCHEDULE EELDL9 FOR EDGE DISTANCE(ED-)VERSUS SPACING RUATIONMCP FOR ANCHORS, f4 12 to - - - - - 14 12 8 es 5.51- - - 13 10 HS 5 4 - - - EDGE DISTANCE VERSUS-SPACING crwcnwe FOR Bur e NIS 85 45 - - -I- - 11 B 53 { 35 - - - 8 6 4 3 - - - - UAXMOAI ANCHOR SPACSNGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN TIC INDICATED,REDUCE ANCHOR SPAM.,G 115 95 8 - - - - - 13 93 65 5 4 - - - 05 8 5 4 - - - - BY INULTrL=SPACING SHOWN Off SCHEDULE BY THE FOLLOVANG FACTORS. 9 &5 - - - - - - 14 O5 7 35 4.5 _ _ _ It 8.5 55 45 3.5 - - - REDUCED SMUG CBTAINED USING FACTOR SHALL NOT BE LESS THAN MMUM SPACING MICATED FOR EACH ANCHOR TYPE T3-0' l4 12 - - - - - - tf 115 75 6 5 - - - t2 9 6 45 4 - - - FACTOR to 75 s F 3 - - - 7s 55 a 13 - - - - ACTUAL TAPC70N WITH ADVANCED TAPPER+ 17-5 a ss - - - - - - u B5 63 fs S - - - .a5 75 s 4 - _ _ _ V B D D EDGE TAFCON CTANCETHRFADFORM TECHNOLOGY �'POINT SOLID SEF BCUE TAP W/CAP f,N,N.SPACING 14'-0' 14 12 - - - - - - 14 O.5 7 55 - -Z6.5 f 83 55 4.5 - - - - ' ` ED. wN,SPACING-3' LIN.SPACNC-3' MIN.SPAUCING-3 1/2• MIL SPACING-3' 3 3/4' 4' 10 7.5 _ _ _ _ _ _ 9 7 <5 15 - - s 33 3 - - - - 1 V LADE W POUFCD OUWF W& papc�a��E MOVE ODON POURED CONCRETE& POURED CONCR.ITE&parlp C 115 8 - - - - - - 17 8 53 43 - - 83 a5 - - - - - CONCRETE TT.00C CONCRETE BLOC( CDNCRETE BLOC( 1. - -1- - 11 9 0 7 45 - _ HV WiNDOW NCL EA.3' 10a F4.7 1/Y TIL EIl•2 1/Y 104 Ea.3 I ICL M.w1 EII.J 1 1/.•L E0..3' �'14 35t065 - - - e 5 - - - _ BLADE WORKING 3' lA 0.90 1.0 0.78 1.0 0.&4 1.0 9 _ _ _1- - - - as fi5 4 - - - s 3 - - - - - IN UNISON ♦ 2 f/2" 051 T.0 - Os7 LD 10 - - - -I- - - to5 8 5 - - - 6 4 - - - - - 2• M71051 ItsL59 - - - 65 45 - - - - T 3/4' 0.91 0 416'-0' T{ _ - - - - - - 125 95 6 - - - 73 9 !- - - - - 6 a 45 3 _ _ _ _ _ 1 t/2' OSS093 7 5 - - - a 4 _ _ _ _> FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1LL1 SER A�/.'� 02017 TIUEco,LNC., 02017 EASTERN METAL SUPPLY, INC. �P''V N IN.' BERTHA HV TM p cE s A S S A Accordion.Shutter System o, IILICCD m. ■ ■ ■ ■ ItTr.BIAwE#T w/OR w/o H.v.TSTNOOW I1DDE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems .N DEBCRPf011 D,OE DPAW19.: LC. p TA7F OF *' 6 ss 1L4R asa 9t Se.las.tRCda CARa05 rtnavA 33, Association, Inc. t OLD 15-085 /z7/I DATE: 07/27/77 ' PHManc:(305)871-1530.FB<:(305)871-7511 4268 Wastroacs Drive z -_�Lf1S•;ORIOI�, 'tNAA`` a EB- 9 ce n west Palm Beach, FL 33407 3 ORAVNING No / •••••E• ' ,tt WALTER A TULIT Jr.PX- a 17-107 P.E. SfANN6/ JaR�/DATE FLORaA LIo. 441675 SHEET e 13 OF 20 0 N zC) 4 in r w. O s W'ts � m0 � J o Q Zo � NnYNb �o N q �M 0�3 m E o � _ 0 � T aw azar 0� w p, � wc�rnN N co 1-T4D m O 6 _j O 20 ryry'► 0���7 W �.'.. ani N v ~ 3Hin � oyE Uy w C fl�vl > ■ coiQNn°, am E � a ra W r8 'i N T- . 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N. 0 & R FLOOR MOUNTINGS P & 0 S&Y 5&v S&v W & X W&X W& X .tB.Ziet'E,i Rt^x489*„dg 03A IBES O021IBOB t<') 03s1in f6klbf?XtS{} @SaaIDGi£ 63'E3Ac(y�}4ii'a4a OSlaL wt39ff2iCSG ty9 aF90tK f#77ga (FQ 1EM%wzf0M'x2a Gw mo KDman an:w tR�eq=EMS'iF. wow a 1mmarf'i,.f?umancw, 30 40 60 75 9d 05 30 40 60 75 90 OS 30 40160175 30 OS 3a 4a 6l1 75 Sa O5.Ta 4a 60 75 90 O5 30 40 60 75 9D 05 30 40 60 75 9tl O5 30 40 60 75 90 05 30 i4 6075 90 OS 30 40 60 75 90 05 .p•OR 12 10 10 9 8 8 6 6 6 6 6 6 12 70 10 9 8 8 6 6 6 6 6 6 12 10 t0 9 6 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 72 12112 12112 12 12 12 12 i2 t2 72 12 12 12 12 [12 10 10 9 8 6 6 6 6 6 6 6 t2 10 10 9 $ 6 6L64S 6 6 6 12 10 10 9 $ 8 fi 6 6 6 6 6 6 5 4 4 4 3 12112112 i2 12 12 l2 7Z 12 72 72 12 12 12 72 12 12 12 10 10 9 $ 8 6 6 fi b 6 5.5 12 10 10 9 B B 6 6 6 5 12 70 1D 9 8 7 6 6 6 6 6 5 .6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 72 12 12 12 12 O» 6',..0" 10 10 9 8 65 6 6 6 615-514-5 12 10 10 9 8 5 65,515 45 12 10 10 9 6 3.5 6 B 6 6 5 45 6 5 4 4 .5 - 12 12 12 12 12 12 12 12 12 12 12112 12 12 12 12 10 8.5 10 10 9 OS 4 6 6 6 .5 4S 4 t2 10 t0 9 5 3 6 5 4 55 12 10 10 7 35 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 72 12 12 12 12 12 70 12 12 12 058.5 7.5 8'-0td fp 75 45 3 6 6 6 5 4 3.5 12 10 10 6 35 - 6 5 5 3 12 10 10 4 - - 6 6 5 .5 S 3 6 5 4 - - - 12 12 12 12 12 12 12 i? 12 12 11 95 12 12 15 9 75 6.5 g'_p" i0 70 5 35 - 6 6 5.5 5 3S 3 12 10 9 4 - 6 4 3 3 12 1D 4 3 - - 6 6 4,5; 3 3 6 5 3.5- - - 12 12 12 12 12 0 t2 72 22 7 9,58.5 t2 /2 10 8 85 5.5 10 7,5 4 - - 6 6 5 4 3 - 12 14 6 3 - - 6 5 3 - 12 10 3 - - 6 6 4 .53 - 6 5 - - - 12 12 12 i2 t, 9,5 12 12 12 8.5 75 12 12 9 7 6 5 1t'-p' i0 SS - - - 6 6 45- - - i2 14 45- - - 6 - - - 12 10 - - - 6 5 4 - - - 6 5 - - 12 12 22 t2 t0 85 22 12 12 45 $ 7 12 12 12'-0' 72 10 4' - - 6 6 4 - - - 12 1p 3.5- - - 6 . - - t2 10 - - 6 5 3.5- - - 6 5 - - - 12 12 12 1-95 $ 12 12 11 85 7 6 12 1.5 75 6 5 4 13'-0` 12 10 - - - - 6 6 - - - !2 t2 ,5 - - - 6 5 - - - - 5 4,5 - - - 12 12 12 85 5 t2 12 24 $ 55.5F2-1041715,514-514 14'-0• 12 10 - - 6 55 SS 4S - - - - 12 7 - - 5.5 4.5 - - - - 6 3 - - - - 12 12 12 9S 8 6 12 12 95 75 8 4.51f2 9.516-91 5 4 3 t5'-0' t2 - _ - 6 - - - - - 12 - - - - 5 - - - - 12 - - - - 4 12 9 6 5 4 12 - _ _ _ 6 _ _ _ _ 12 _ _ _ _ 5 12 111 no UR%16 5 4 12 12 $ 6 5 3 1 555 14-513.51- �, HV BLADE OR C HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* .SEC U4n A OF USE FDR MAX(aDN 1,1t9 f NOTES ON ANCHORS REQUIREMENTS: WMD SU85TRATES. 1.ANC14Lit5 TO WALL.FLOOR OR SOUO MOD SOFFIT S11LLL BE AS FMLCWS: J.SUSSI ATE St1ALL CO'NSW OF THE FTXLOWRIO: -Sa400.'t FL'E No.2 W/OQOSS(NAS) -1/4"O TAPOGN AHM ORS.AS NANUFACNRED Y LT,W,SU015'Jt W/U-70NUM Ekewv l7 AS 219CATED AT -DOUGLAS FIR W/Ge050(N.AS) EACH SECTCt4 ON SHEEti.t6&17. -SPRUCE PRE FIR NORTH W/G=0.43(NA.S.) ' EXCFD04t:SEE NOTE 2 Saa.N. -SPRUCE PJLE RR Sam W/G-0.35(U.O.S.) -UML 7/2'COX PLYWOOD(1988 APA) 2•A21CHC+TS t0 HOLLOW CIBI=SHALL L BE AS PER MMM40 TYPE U.SHEU 27 AND SHALL CC1151ST OF l,AG SCW4S AS PER RDS 2015 SPMnCAMOW- 4.ANCHORS SHALL BE RMAtLED FOLLOW 40 ALL OF THE RECOWJDMAnONS At*SPE'COCCU)1S OF THE ANCHOR'S MN4V CIURM FLORIDA BUIID[NG CODE(Non High Velocity Hurricane Zone ....,• 02017 RUEC0.RtG 1]'2017 EASTERN N£TAL sl11WLY, INC. +' ..,�I....r =_ T - M=, BERTHA HVTM L 1 . A►■ ■ ■JA■ Accordion Shutter System Itv BLADE#1 w/OR w/o tiv WttaDw tAo£ 71LLIi TESTING & ENGINEERING COMPANY American Shutter Systems Dt3CRI W.4 DATE DRWt Br. LG ASSCCIatI4n, Inc. t 0!D t5-485 7/27/1 DATE: 07/27/17 �+ ; * 8754 WK-lett St..Stn.7D3.Y:R WA GARD`.RS,RCRrA 331 + 4268 Westroads Drive 2 DRAWING No Y Phone:(SOS)871-1530.Fu:(305)071-1531 �1�•.,••"y•,.:'`�'1TA+++t+ a- ta-w-asaa77 oLcom West Palm Beach. FL 33407 a 17-107 /O�HL 4�p14111 Wim,tic.If 4167 5 SHEET P,E SFIf/3tI1filAIJIRE/DAZE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 0) HV & j& I-IV♦ BLADES AS APPLICABLE MAX, SHUTTER SPAN + OR L— FOR INST LLATiONS INTO WOOD WITH HY BLADE T17—ONLY SHALL 11'ALL FINISH BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE A NG SEE SHEEI I FOR MAX SPAN & W TAPC0.N OR A C DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE CI)& A WORKING IN UNISON TAPCON VATH ADVANCED ,( Ila C TAPCtfit OR +� T}tRF�23FOR1 TECHNOLOGY y ! f '1/=1T WMH ADVRh"CED THR£ADFdi2!TEptNOLOGY i YJ/1 1/2•Mi..PEN'_iRA11D:i l� f ( OF THREADED AZFA TO ! •t T!1 1 ,/2" a PEtiETRATiGir QF TFEfi£AL)ED AREA Ta£165i0tG { Nfti SEPARATYAu i D OSTING WDOD HEADER. ) TTOOD N¢'ADER(�E SOHEDUIE oar StffET 15) I TO MASS(SEE 1 OR ( ! (SEE SCHEDULE ON SNRT 15) •;s M � 1/f"0-20:3/4"S.S.MAMIE SDiEUtE ON SHEET I t 8 SCREWS wJ 1/4-_20 tatTS ( ON MR SHLEr�,9 r�oR`.' tlll{1 CR i g 1 �_ ®12.O.C. IX1STNG { eAiEs Orc aR @ FVaSH I Lir � I 1 r 7AvuAL VAU �V �� EXISTING uirt. I FirL'SN1 I ��1.i. ., o OR 1� 2"R4"WOOD E*STNG MIN. t HEADER REQUIRED t OR 1 2"x3"71000 y•} t n '` I?_+ 1,44-6 TAPCON OR TAPCOtr WITH ADVANCED o2mia T 1 ') t "* R£OL&R£D fj 1 `� R PENETRATION EADFORM COF THREADHNOLOGY ED FR.-"AJ 0 CLASS--i TO GLOSS(SFE. 47 fir.S:Ft3t43iCN i0 GCA55 1 l /j t ^4 EX6I1?.Yi WOOD HEADER. L `SOu to ON:i`rEi ry0S11r:G 3""—{SEE r�CH�U4E a^r sH"tET 77) t , i '{� (SEE SCHEMJLE ON SHEET 15) t 11 FCR GLADE QIA1.91. GLASS-y 11, tl '� 1 F2i DES( IS FOR PLATE RE b.SiCt £1AOE5p& L"JFIV WALL HEADER INSTALLATION @0 HY WALL SILL INSTALLATION 9HV WALL HEADER INSTALLATION 1 I I LETT.SEPARATION TO GLASS �1 1 m aoxLLE O TO GLASS 1 E10STirlG "`{SEE SCILEDULE ON SHEET i t)—CA E"14b'TItiG 1-"—{SEE SOEtEDOLE.O.Y SHEET it) 1 p7�,t.G t 2"�""CONT'. NCH.SEPARATION To CLASS 1 1 t � PLATE (SEE SCHEDULE ON SHEET 11) I 1 1/4**-20.3/4•SS. 'e ---;1/a"0-20v3/a"S.S. USNsCRE,:s z 1 it s USING VACKWE SCREWS t/4•-20 NUTS i 1/4•-20 NUTS o 72' I t FLY I _`_4_ 0 12'o.c. I I '�-v1. ,•R.j.r �t I O 'J //�' i FnrsH ' C i\ ,` 1 CRIB I L ! �crs18 -t�c4t5 VIO PLATEPLATE -E L a ! ' � �;, REOb. I i , L j i•LEE:. !i/'�! '`�`{` r 1'urt+. 1/4-0 TAPCON OR TAPCON VATH ADVANCED � ` s$ ��t THREEADFORM TECHNOLOGY N/1 1/2• 'lz za•COHT. I I Vim PENETRATLON OF THREADED AREA TO t/a o TAFLCN OR TAPCON VATH ADVANCED 57tL PLATE t EXISlR1C rrbo0 HEADER. THREADFRJRu TECHNOLOGY PJ/t/2" S t s ilf•0 TAPCON OR 1Y2TE: j� 11Reab. i r (SEE SCHEDIAX ON SHEET 15) 1' i tt11 t' �2 N'n.PENETRATION OF THREADED AREA INTO PLYNO� tf luL4. ' TAPCON riRTN ADVANCED t-SEE 9{E.ET a FOR tYPLCAL 1. :I. `' THF2EADFOR4i TECHNOLQGY SHUTTER ASaSELSLY. s � WALL FTN7STi t'^�' ,� ,� 1 (SEE SCHEDU E ON SHEET 15) t-)n&NG uEr.2•x3' PLYY[COO REQ'0. l'!/ i/2•u"m.PErik'TRATIMI OF 2-11OWMIG SECTONS CAH BE CCU-- LI/27 u'ti.COX PLYWOOD REO'DL STUDS®1G•O.C. ri.4LLT1/READED AREA WTO PLYv'O43{i CCNz+- LY ANY WAY TO {�1r�, RM'O.PLYVI*w TO 9E (SEE scif CULE ON SHEET is) SLIT ANY WSTALtATmN.. V H-V WALL SELL INSTALLATION W1L 2•:a"SCUDS o W O.C.MAX.ROWEL ATTAC�m STUDS W PL1WAM TO BE.ATTACHED TO STUDS W AOCOROUXE ACCORDANCE WITH 'tiGtT SECT7Drt 2308 OF THE FS.0 SECTION 23M OF THE @ HV WALL SILL INSTALLATION i s tn_ATc7`.1S OF 13 OF PHV WALL SILL INSTALLATION Fec. GLAEIWaN"EEr s rA,ciiw. FLORlI?A SUlLDfNG COpE(Nan High Velocity Hurricane Zone A�..... . T/ ozo»TaTEGo.iris X2017 EASTERN METAL BERTHA siHIY. ucE�s�•. r -�oi A Accordion Shutter System 4 VU ■ JI RADE#t w/OR W/O KV WIDOW MADE ? American Shutter Systems V DESa4Pn0H DATE DRAWN Uri LG iILLR TESTING & ENGINEERING COMPANY '*r Association. Inc. 1 OLD 15-Das 7127/I7 DATE: 07/21/17 6355 N%35LR SL.Ste.3D3,t'WWA GWOUIS FLOM&3316 Pr- :(305)871-1530.r-:(305)871-1531 4268 (Vestrcads Drive 2 DRAWING No •Ist"tr�Ri�l�r.•l t�� a-=a:wt w*a L m West Palm Beach. FL 33407 3 17-107 �l1131 rULD R0.105 J.67 5 P.E' N, DACE FLDRMA L c/sa167 6 SHEET OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & C HV* BLADES (AS APPLICABLE). MAX SHUTTER SPAN Lf OR L-- FOR INSTALLATIONS INTO WOOD WITH HV ROME()ONLY SHALL BE LIMITED TO 105.0 sf. A.S.D. SIGNEPRESSURE RATING SEE SH 9 FOR MAX PtALL FINISHSPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & AM WORKING IN UNISON t/4o TAPCON aR �, 2 MW. TAPCON WITH ADVANCED C D(B:A}d REOUfRE. / 1` !EXISTING � � EDGE(if APPLICABLE) { •"` 1 THREADFORM TECHNOLOGY STRUCTURAL ADEQUACY J I1 J ~�- — I W/1 1/2'inn,PENETRATION 1/4-0-2003/4'S.S. OF EYISTING TMOD BEW —_{" a. II OF TH.RFFDED AREA TO y PHILLIPS 7RUS5 HGO TO 5E CERT&'im BY fi' 1 f t �--�-^-•S �`'�--^--A 00SPNG WOOD Demo V'MD HEADER Ntn. RtCC11RiE SCFENS aEt iYEa£D IDX TIEER OR•/ I •• �-- �,S TRUSSES OR (SEE sC+EOueF ort SHEET 15) W/1/4--20 IaITS ARCHITECT PRIOR To RAFTER! + t9 a t2'O.C. SKITTER JUSTAt1RTIQN. f f� Al I / O.C.REOUIim 15 1 44 00T Wr3�L oOovANceo . rr / `1 i, ..r —I J /� 3°043° SOFFIT f t / w/I IIr A TECt6TOLQGY / 'x4'xt 1 14x3 4` O^T ! /$`CONT.ALUM.TUBE Tim L °fpx OF Th o a is T'a' d / I iP (Tera-Te ALLoq w/ Existata MOOD flx ::t. � sats s (SEE SomMULE ON SHEET 15) / , ;� ®6-°'c I Dor 13 or @5 EACH 6 C LAG R R US 70 or (�or i�S ! RAFTER AOSCRR�AT . w WOtliDTH of EMSTNG WOOD Q) I k 6tEtiBER{2"1Fn.NOMWAL Exisra G LDL 2111_ S OPEN HOLE AT EACH ' r00iH)w/z 111, E�S,^.—It F{£.IND EVI.SEPARATION 70 GLASS E%I5nuG ! STUD TO ACCEPT (((fff x� PE aUlliON OF THREADED t (SET_SCHEDULE ON SHEET 11) ! 5/16'11 LAG SCIFEW 3 AREA VAUD FOR GK'S 1 AT CENTER OF TUEE. s LNSTAL'L4nONS VATH 72W { e k MAX ASLO.DESIGN LOAD AND d HV WALL READER-INSTALLATION e;S ' E � I ' r s'-Q-ATIO SPAN.THIS Guts-- m aAss ra> Ir.STAUAnoN s oNlr vuw it FM @AX Ono ♦ s2aTA>�a,ssT FOR WOOD W/Mw.SPECIFIC I as 3aM 1s VOR TO OR ')1a�csa GPAmn OF os0 As DOUGLAS y HOCF5 m4'8 I (SAPS QIg� ♦ FIR OR SOUTHERN PINE No.T. 1-$WJE';tf�s FtQ tYPKK SIRITIER tSSE}In1Y OR OR EQUAL z-UOLLtT`G,Tclolrs�y DE C06 FS LD T HV CEILING INSTALLATION at ALA'ralr To suT arr csTNumR U V CEILING INS ALLATId t moL TO GLASS Ort 1 ! ( MIN,SEPARATION TO MASS SEPARATION (SEE SCHEDULE ON SHEET tT) DUSIatG tar lsg'�aa E I 1 1 SCHEDULE I 1 E1 txnss—E 1 d ass\ s�cEstD \ of L It1 { 1 I C I LOCATIONI( T?OSTONG ` ( I I I VrAtL 7 I aAa WASHER/4 HEAD Tac � I I DECK o. OUarva 3 OR z'.6-&M.L,aoO ; SCRews a W Qe (NO FINISH DECK REQUlftEO(No J__- s ALLOWED) k1 i9 I EDOF O ' t 2` cr GE tom•---"--"'-- �- EDGE OF DECK OECK IF s LF APPLICABLE t ��• { 1. 1/4`0-20x3/4'S.S. G'APPt,IfJBiE APPLICABLE y j I ;i 11! c' • 1/4'0 TAPCON OR PHtLLlPS TRUSS HOD 2 sN`�-•�-- -- -- L--"'`----- --,, Mn>_ •— 1/4'15 TAPCO;t OR TAPCON WITH ADVANCED THREAD ORM TECHNOLOGY raAC14NE SCREWS _ 2"xa'Cortt. iHREADFYORM TECHNQLocY W/1/4'-2o Tans PCKEMow TECH-A:'*D w/1 1/z•1rn z'tanT. SIL PLATE 4 1/4b TAPCONCLOGY CR 1 1/2- LATH ADVANCED F THREADED 2'MaL. PENETttAnOx OF TifREA3E0 (-' 1 OF t tf2`rd�n.PE CITATION 4A 12'O.C. { RECD. i OF THREADED AtztA Ta TECHrotocr vr/1 1/2'ems.P�rrurort a:THREADED AREA To EbsT¢:G v�o H�Dat.(SEE E)3=,'C Y,=HEADER AREA To Ewsm V.r10o HEADrM(SEE SCKWULE ON SHEET 15) SCHEDULE on SHEET 15) v (SEE'.ON s1 EI'ts) SED M�1r of usE FaR O ITV WALK-OVE INSTALLATION HV WALL SILL INSTALLATION aT _ HV FLOOR INSTALLATION F!(l f!?A BUILDING CODE(Mon Nigh Velocity Hurricane ZOnO71 02017 TRTECO,INC. 02017 EASTERN METAL SUPPLY.INC. �crrsF �� BERTHA HVTM Accordion Shutter System�C� 1 CA S S A�� NV. BLADE#1 Wj OR W10 N.V.14tNWIN RAM TILLIT TESTING & ENGINEERING COMPANY American shutter Systems sc .N ncaPnCw OTC CAAWN BY a L 6335 aw.no.Se, ,1: A 1:.RDa,S.FLasA 3T, Association, Inc. 1 OLD is-oBs tett cAtE- 07/27/17 Ff...:(=)871-1330.Ta,:(305)871-1531 4268 .Westroods Drive 2 �,�. No -'�1j1 at Lxlxoaca�orn West PalmBeach. Fl 33+07 s 0 17—1 a7 SAL EV E3-CA MJr.�T1 •'""- WALTER Ur P.E. RESE1SS jSIGtdATt)E2EjDATE TwRmA Lk-l 44167a S 17�OF 20 END tNSTALLATtONS HV BLADE 0R tib WINDOW BLADE INTO 2"W MIN. WOOD STUDS xfm= sMM ratU ra�a><a6a M.D. .x-1rcL t . t .. ! .� ! ! !Ir -CM snm vs uta i '� ia/rn �1 I j _ (As WaCKMO �mos. R Av 1Iff V044LM, tA=CR IIx.mss /5 1- m'=cmc 7 .{ r1.nc06 r w ygi j ' 1Y6TmG cuss '( /� cwmo cuts I /f^�1�I 1h uas PYr fEn toy — I raa 1 fr:0satrar: Kmoa • `f/Y ews PLY.moo. +, ^ !CT:fa.R.of s�RT fca aPA1a'I vx:a-7s�sm:1 is roa sO%7 1/16.3•"X. to s*wI MAX 0� 4) its£a� 11" � ss�L�w,C�1 w sea 151 rw (ett>>-Is)c�r1. Iec>, 1R' .oTx ax 1s rw 1 11 rat a.ce Ave ih• ff rb.61 s@aa sAasoo-vJ i A�1t f x vswnw, ak�s9a -/ t a, m W W M uae t� �--— ar°) 1rf /ei�eh•sus. t •utt r•oa x" -.-r 1e.1/r SxS, - .11ereY-t o e o.1z 015 4 0G. �vC -'T k I OR�I` ! 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C�•�ti-'c3•% 'g•ti- f�-[e.{�..(..a;.£P tl• - -L- •C DETAIL, END CONNECTION DELL 31 END CONNECTION DETAIL t2 FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zane 1111��Q`.G• ...• �, 02017 TILTECO.wr. (0 2017 EASTERN METAL SUPPLY.INC. '�iy •'tii rr,F.%Yy= _=— BERTHA HVTM ANSA i�E CC O ENS. A.S.S.A. Accordion Shutter System liY. MAX#f Wj OR W/0 H.Y.XSNDOW t3LADE / r T)LLR TESTING & ENGINEERING COMPANYAmerican Shutter Systems IV.r CE:CRN6 Wf1 DATE M%N Bt: Le Association, Inc. 1 OLD 15-085 Jaz/1 paTE 07/27/1 GW.W6 rlcamA 331e• sus tua 3ca sa s4_as 1tv0saA Ffnnc:(365/871-1530.Fax:(305)6377-1531 4268 Westroods 1CSr4ve z pF2AVnNG Na _ e- 0:ufacar Lem„ Vest Palm Beach. Fl. 33407 s "ssraNAl���'0 E8m66714 4 17-107 rc7.LOR A. l-#44 per. SHEET P.E. SEAL/SMNATURE/DAic F46RaA 1 8 u1e7 6 ET OF 20 (gyp 1(,.�o��p3 ®� •GENERAL �MITAT10NS AND CON13MONS OF. ISE FOR BERTHA ===LM'M5 WORKING IN @r7'T t 1.M ASLO.M3011 PRESSURE RATING:+1 to,-170 Psl. `,1 Z.VAX S1LUTIER SPA33:48' I ALAVAD UOUN TINGS:A.D.G&H Ott SHZETS 6.7.AS'WELL.AS {6pNiRNGS U.0,T.U&W ON SHEETS 16&17. S x' 0lLLY C£Nll:17MATES Q®t60TH ttf�4 QR^�Ai{E til.OWED 117TH Z�i or-G SEE INCLUDED.ONLY APTP84tEXIERIORtAYOAIXESS GSIDE CSE OF OPPOTiiRG .)6�✓ � TLr^.EA.EM • • • r• (SAW kiV YANOO'N BLADE'7.7 SIULL ONLY ALLOW A VNYON SOF 5 OPERINGS {3 a HOI.fS)POR�PER BLADE AT SPACINGS SHOWN ON sFtEEr A. A (B)URL ND EARAYCE n30M TOA OR BOTTOM EDGE OF HV VAKDOW MADE Q U.AX 5 27LNi'm'/ls • • • • �f,�) OF ANY 3'O HOLE FOR o SHALL BE Lr. ALLam At FN ,ail 11. i• YANW&BLADE • 14 r (C)FW5r OR BLADE a 1.'LO our FROM ssARSEF25 AT Erms MAY BE Hv NNINOOW l3LADE� s • • • • r• r• (0)10/YtY60Yl BLADE l'9'MUsf BE USED ALTERNATE TO A SOLID f'V BLADED THROUGFIQaT SHUTTai'S WIDTH. i r ) AATFS SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV .o • • • • r • lux • 67FCE t AT L9Tf1ER 57.E OF not. • e .L ' r (P7 POLYCAC6O ATE W%ANDOW®SHALL BE WS A LED SO TIW TADS FACE 5 ELN g§ P.INTMOR OF THE OPE78LA7 651' PROTECTED.W WWDW%p DUST BE w'j='IO N s • • • glF$4P •• � nol INSTALLED AND LOCKED iF,2NG A 1P/51'niNC T001 PROMDm 0Y A55A, DErANLS CN SH1T15 G5� RHO. 1O&LS TYP. AP €tett i,'E NT. S 0170 Woo FRWE S ffi24r BLUZVOS ANCHOR6SEE SlEEi 5 AS LIUDEDFSY SPOR AN A N L ONCESIGN LOAD(SEE NOTES 1 1P ��: 7&2 AEMOL 2 Lzg$�- 4d 7.SEs TE OR SPACING SCHSLOCKl7WA L O SKEErS 12 a13 POURED LIMED til fXlNfRETE OR CONCRETE BLACK P1At ON SHEETS 72&13 As UIdDED ELY SPAN AND DEMO LOAD(SEE NOTES i&2 A901E). 6.NINMUM SEPARMON TO CLASS SCHODULE.PER ASTM E-1996: a ff PVN FOR REOU3I£1,04s) TOP&BOTTOM W YtIND Za`7E MIGAtUM SEPARATION TO CLASS D H v.z TY? T r.R•s 7 UtteD WOTH t TttRT 3 1' V2L SEPARATION TO GLASS ELEVATION srratat am Sim n PON&AM(D LDOSTING Loss M an 7AS%w Luz MaLs(D& /off ------- - ---- --- --------' =---2�— �` (21)11 M(/f2MRIOR ONW `----- -- ---- ---------- 4sy1 ,CENTERUATES2(�1 Q, 0„1' !ri / nu2nr'�+ x Wf 22 W/o t NDTE A AEDNE) PLAN TYPICAL C1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADEt1A SHUTTER* 1Lr!j1'Nra g'" FLORIDA BUIf.M CODE(Non High Velocity Hurricane Zone' ............. (02017 EASTERN MEIAL SUPPLY.INC. 02017 TILTECO.INC. BERTHA TM�G4i �NcA.S�INKv.MAX#1 w/OR W10 KV.WINDW B /DE.t1E Accordion Shuttersystem American Shatter Systems .N DE6anme 1 VATS DRU-14 EY: L.C. TILLR TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 /Z7/T OAT- 07/27/17 a•' o A �4�` 6 ''� ssos•1" 'z'vADas'`L°w°A a31 4268 westroads Drrive 2 Ph,—:(305)971-1530,I":(305)871-1531 DRAWING No • '��•rrl a mcEaBnkw Cwn West Palm Beach, FL 33407 s —107 WL.TER A TLLLIT.'v.ME A FLORDA Lk.1 44167 5 SHEET P.E. SEALfSiG4zi RE/DATE 6 19 OF 20 ., 1/2,0035'TKCK INSTALLATIONS WL(D J HV BLADE & HV CENTERMATES T-I z.aoa LD - wn.Ana A-653 so 5 n. z1' I 436 INTO, M STUD WALLS {-- V_.G 6a cAtu sTm +I L UETAL STUDS AT 16'Q.C. W oc. 40 41 114"o NOMINAL 2 w -- --- ,/r _ - '� L IMT ON O ON OF USE ALUMINUM St—EVE FOR BERTHA 1-W BLADE ACCORDION SHUTTER 6063-T5 ALLOY T 3tr.6-t/+=OMSTic ..; 43c 435 'oma f 2 �N a t- SY�TFtyt INSTALLATION TO METAL STUD WALLS SEPARATION TO GLASS SGHERULE tour.CALV.STEEL TRACK gUF'NEL,a 6'O.C- 1s 6-a c.^ 1 •u'Ora 3.000' AMU A-653 CRACE 40 Un.C-60 I CALVARIZED FASTENED To snlcrs , i. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) W/(2)/6rt1/2"TEK SCRLYtS oN , E)fSPtIG FT.-REdi 34 ,NTETnnR a Ex1EaDR FACE 1 AS APtR.rc�atE f a 2. MAX. SHUTTER SPAN: 84' WIND ZONE MINIMUM ASTM SEPARATION Ida.+ T" I UUM.SEPARARON �' 3. ALLOWED MOUNTING: MS ON THIS SHEET. -199 TO GLASS E74ST7NG GLASS—t TO CLASS " " (SEE CLASS ' 4 = 43 1 J4 0-20X3 BOLT ) 4- ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOYED T THRU 3 3' MUST PENETRATE 3c T" WITH 21 ARRANGED A SYMMETRICAL LAYOUT. i , USE 0 (2) 35 (6' LONG, MINIMUM) MUST ALYIAYS 8E 4 4' r /a':a 1/r.o.Dss^Dcuc 7rnt EusTM RMSH f INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF 250' t373' GOtR.6ALV.STEEL ACJSITVUATA7C-6b i APPItCAEE .± � CENTf2AATE- j ja A-E33 CRAM 40 1 ZED FASTENED TO SIMS G W!(2)(S.1/2-TEK SCRE1r5 ot1435 a+7ExoR z EkTTSOR FACE 0 6'o.r. 0 6'oc N 1/4"0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43 1 J4"� EECO CONSTRUCTION /�— T2 3B CENTERMATE 2T APPLICATION tYlTti BLADED pROOUCIS F/�B�,OK 140 { 5 43b 1 ,/2-><0035•nnac W ` _ � :� �,-O.C. COMPONENTS k6m.ASTU A-653 GRACE 40 ..,:c'_v,�a�7t; 16,n.G-6D GA AT srEEL ,- MS WALL HEADER/SILL INSTALLATION —EXiSTRiG RUSH As APPLICABLE SCALE: T- !L•TAL SilIU6 AT 16'O.C. 1fn. (TYP. TOP&64TTGL) __——.— 6 Ile.0.035'WCK MM GALV.STEEL.TRACK CK%UE1. E70STI-GLASS - - AS[7d A-653 GRADE 10 Ill.-0-60 GALVASt2E0 FASTENED TO 57L{DS !� '' SYMMETRYCAL SYMMETRYCAL i I � F+t(2)E&D TER FACE 0-1 4 3a 436`43C: t. �- E(uv.sEPARAnaT vuD s NTERX R x ExTERIOR FACE Q. CENTERMATES W/:•%' i#"` 'CENTERMATES IN 1 TOGvss z ` ;: °;- i ':EXTERIOR ACCESS SLOE_ I IvINTERIOR ACCESS SIDE (SEE SCN�ILILE) tAa., - ---- - I - — 6' } — its" (6-�srt) tN 4 I , 12 2)42 — 1 � 21 - — 21 21 — 21 1 � LDCAT As T 2 W HEADER/SILL ENDS VIEW 4 2 — 3 (`o'Min.) 24 SIDE CONNECTION TO TRACK --- -- -- 3 i/a-(TyP.)-6 r s 1t2'MAX sutx (Cont•) t VB BLADE SLACK DETAIL HVF HVC FLORIDA BUILDltT1G CODE(Non Nigh Velocity Hurricane Zone a o ty,PL Tl f�lr 02079 MTECO.NC. 2017 EASTERN IdETAL SUPPLY,INC. BERTHA HVTu 11 R.I E aZ. ■ . . ■ Itv.D.Accordion #1 W/OR W/o hltvttwCitrDW aADE T}••, // `) =7tf T1LL1T TESTING Fc ENGINEERING COMPANY American Shufer Systems .R DESCRipnom DATE mm sT. LC. eTI T TES IN St..Sas,v wax canD�+s,O�rA a3t Association, Inc. r OLD 15-085 7/27/7; DATE: 07/a7/T7 �' Ftm-:—5)e71-ism.Fin:(3ww'-1537 4268 Y/estroads Drive 2 DRAVANG No �` m-n oT:atarAflomL�m West Potm Beach, FL 33407 3 • •,C�OA(©Q,•� `i',,l` ES-ODC6979 a 17-107 C 'S yaa WALTER A.TILT J1.P.E. P.E. 1FlI?I 1DATE FLORat Lc B c4767 6 SHE 20 OF 20