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Home My WebLink AboutPRODUCT APPROVAL SHUTTER ACCORDION _ I � wt = - PIZ . s -:`. ,.` :• ,. ..' � ',, itiW+i< i6iaf►➢f.ii"Wi�i7iiMii BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search bo 1 Product Approval r r USER:Public User Product AODroVal Menu>product or Application Search>Application List>Application Detail FL# FL 0 REVIEWED FOR • 4 Ri. Application Type Revisionvision Code Version 020 CODE COMPLIANCE Application Status Approved ST. LUCIE COUNTY Comments BOCC Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive Y West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetaI.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative 'File Copy Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordio 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..Tillit,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 7ohr-tteTsry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R10 COI COI ASSA BLADE1 pd FL389 R10 COI COI ASSA BLADEI 2 gdf FL389 R10 COI COI ASSA BLADE3t2d 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 i 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 HL, ti9-_RI O 11 DRWING ASSA HLADE3.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 R10 AE PER ASSA BLADE3.pdf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interiocking 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 DRWING ASSA BLADEi.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 16'-0"for 30 p.s.f FL389 R10 AE PER ASSA BLADEI.pdf 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.XS.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 FI-389 R10 II DRW ASSA BIADEI 2.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 FL389 R10 AE PER ASSA BLADES 2.pd for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively fJexl Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CQQyjjaht 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 here. Product Approval Accepts: E ® Ed Safe GENERAL NOTES: 1 BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(7th EORION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHUL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECT10MAUTY FACTOR Kd-0.85, USING ASC£7-16 AND SHALL NOT EXCEED THE MAXIMUM(AS.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 &20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASICE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES n& Q� BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19& 20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS bW USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WARD DURATION FACTOR CD_1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEOUACY FOR WIND AND URGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER An REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 01 #0214,01-03. 00715.01-03. /1D04.01-05.01214.01-05. 00317.02-06,#060901-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND AMM E-1886 AREA 2: HV BLADE n AND HV WINDOW BLADE AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1, 2&3) &11220,01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. JWHERE /4PP tL,:A Fa -HV WINDOW BLADE ®f0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D.WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND IF 0725.01-58 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 ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BODES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/14x2.75•AND #140.750 RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND )BD kei TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD, 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY MID TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-TS 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 IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 3NG OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AN SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AMSI 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:EN BLADE 12,13,14,t5 AND 20 INSTALLATION DETAILS M-R. WOOD SHEET 16 HV BLADE D&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT/6'779.582, COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT S5'458,179 ISSUED TO EASTERN ENO CONNECTION DETAILS 7-12& X, WOOD SHEET 16 METAL SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK AREA 3: {'IMF WINDOW BLADE (W ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRILL FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: OIRING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND NO LOCKS. AREA 4: HV WINDOW BLADE In ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709,9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SAID 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 JuRSDICTtON WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPOW48LE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D. WILL BE CONSIDERED MVAUD IF ALTERED BY ANY MEANS. I OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCH17ELT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) FOR-HE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SU13MIT TD THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. FLORIDA BUILDING CODE{Non High Velocity Nurricane Zone, a2020 TILTECO.INC. 02o20 EASTERN METAL SUPPLY,INC. �/T _ BERTHA VTV VCEN �9 A.S.S.A Accordion Shutter System C 01Nc. KV. 0"#1 W/OR W/b KV.WINM aADE ILE No.441 7 American Shutfer Sstems *: TILLIT TESTING & ENGINEERING COMPANY y Y, Y[7Cwmm DATE OIM761.BY: YP 6355 N.W.36W St..Ito.305.WRGNN GARDENS.FLOR!DA W16. A9SOCIatIOn• Inc. 1 OLD 17-107 WE 7 2 2020 •o STATE ;QJJJ_ lOZO Ph—:(305)071-1530.Fox:(305)B71-T531 4268 Westroods Drive x F e ^^ A °ft9 COm West Palm Beach, FL 33407 s -DRAWING No 100I a WKTEA A.7RUi Jr.P.E. 4 20-1 v4 -'''AASS�ONAI ,G•' EAL/SIGNATURE/DATE FLORIDA a 0 44157 a �� 3'Y i>N MOON NAo[® 'e • _ 2U5EW� .08 palC5)HV90f180' STARTER LID BLADE COVERED R US PATENT y sas OHV UNIVERSAL FLOATER - / � QUALIFIED FOR USE WQUALIFIED FOR USE W/ HV BLADEC) ({ HV BLAO"c•�V 6005-TS ALLOY AND TEMPER Q FIED 6063-T6 ALLOY AND TEMPER•SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 .J73:,6063-T6 A 6063-T6 ALLOY AND TEMPER _ 3.226' 1.500'_ ��•"" i08p) b'.. S24 z,a7a -,L n 67C 2.226• -1 L __ � _ � 72 g i842'' i8 `1 _--_--4.697' - r ' -----V C7:'HV ADJ. ADAPTER W/LIP ` 8--- .125: o�7z`T- o.on' - 3.zzs• --- ounuFlED FOR USE w/ HV OHV WALK-OVER TRACK -- BLADE(I QUALIFIED FOR USE W/ HV i9��HV CK ---'_ _255• 3.7. ��HV ADJ. FLOOR TRACK 6DE3-T6 ALLOY AND TEMPER J ' BLADE(1' OUA IED FOR USE HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY ARD TEMPER BIADF I ONLY. � HY IW14GUARD BLADE 60 -T6 ALLOY AND TEM R QUALIFIED FOR U{A��)E W/HV 6063-T6 ALLOY A TEMPER = VAF8E5 "' L-936'-.�, BLADE R r I' __ !.915' _ S. S 1.936" 6063-76 ALLOY AND TEMPER M x. G , u 083' $ 09J' D +. 44 •• 1l �-� .060 -- - ........ Deo. xI • n a70: OB3'.Q 1�A �^s" •- _ 44 L S�' -060• oLpl 6)0" _ 1.886' _ � •y^. .670" ' ellw�--• '3.520 � - 3.5�0'_-..--._.- 3.529' 11 HV CEILING HEADER `. BY HEADER/SILL l+� HD CEILING HEADER/SILL 04kFIED FOR USE W/ FN BLAOE(1)ONLY, QUALIFIED FOR USE W/ HV BLAUL(1)ONLY SEE SECTIONS FOR VALIDITY- SEE At AND TEMPER- QUALIFIED FOR USE W/ HV BLADE`l) SEE SECTIONS FOR VALIDITY QUALIFIED FOR W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE.0 ONLY 6063-T6 ALLOY AND TEMPER it .. Tj COMPONEN' A E TI T2 ' X Y------L- MN%MNYMN f 1• 1- 0.062• > 2' 2' 0-,23 f (7� 7' S'MA%. ,/e" 1/8' 3" 3' 0090' 15 2' 5'MAX. 0.192' 0.192" 1� SIDE ANGLES 6 _ X QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5• 7"MAX. 0.190- 0.190• CORNER POSTS BLADE QI QUALIFIED FOR USE W/ HV ______ _ - QUALIFIED BLADE 01 W/ HV 6063-T6 ALLOY AND TEMPER BLADE'`i'1,ONLY � i 2" 5'MAX. 0.139' 0.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, `-,Mv►LILIIIIII ' 02020 TILTECO.InC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA NT_, A�S S�A� Accordion Shutter System L E C O i 1M c. KV. BLADE#1 W/OR w/Q KV. WIN WIN BLADE No.44111 7 American Shutter Systems TILER TESTING h ENGINEERING COMPANY Y ry• xxRnaR DATE DRAM er_ rP 6355 N.W.36u.61.,sN.w5.vwvw aN+Oaa.RomoA>„ Association, Inc. , OLD 17-107 �7/2/ DA1E 7/2 2020 )871-1530.Fox:(=)871-1531 4268 Westroads Drive s STATE 0 ZO� Phone:(JO5 DRAWING No G e_OO;I:6w acPN West ObIrn Beach, FL 33407 a • .�`'• Z0RID r/ cA-00067,9 7 164 ��iy F�+'••. .. WALTER A nu7r J..P.E. A �yi�7If$0 Ax It SEAL/SIGNATURE/DATE FLMIM Lk./<II67 6 SH2 1/4'-20.1/,' 1/4-20 DIE MT FLAT ME40 �17�b --W.0.334 =G CKAMEL -"3 745 &S.M.S. 1/4 DIE CAST (2 ryp.) TH.WJIDE D ou E.14w, ell ks* 0 'i-x6c 15" 1 EGRESS rURM Am KNOB .9 Dun CYUKDEIR BRASS CYLINDER (CHIME PLATED) Q r, - 1� -M 0�@e XEM- E ENTEIRMATE EGRESS LO QUALIFIED FOR U HV BLADE ONLY "Uff"HV FLOATING C C68� EGRET' CK 6063-T6 ALLOY A A D FOR USE W/ HV BLADE,1)& QA 875 C�ALIFIED F R USE W/ HV DUAL FI)ftr,�LISE W/ HV 5063-T6 ALLOY AND TEMPER ONLY BLADE I ONLY BLADE E 1) HV CORNER CENTIERN= r-250'O.D. 2.874' 0 ALLRED FOR USE W/ HV BLADEU1 ONLY .5 18" 6063-T6 ALLOY AND TEMPER C HEAD MOLDED TO 4.045 1 2.079 SCREVI jj�' 1.7M- 1P AFTER RIVETNC .. .00". ;025: FORE RIVETING Aw- 'p- s. cr 4"0--20 x 3/4" 4"0-20 RI NU S. THUMBSCREW N'��.ES 9444 -T3 ALL"LMWX FLANGE TH14 r t 11 ------ 14 2.7w 2'?w NUISERT A72: CHERRY- �AS MANUFACTURE:)WY AYM PLAN 4.566' HV ALTERNATIVE JERSEY 07051 R EQUAL FRONT ELEVATION HV MA "T--LOCK ffE TIVIE LOCK LOCKER FOR 'T WICK CENTERMATECUAURED FOR USE H BLADE I ONLY CR HV FEMALE -T- LOCK CENTERMATE HV "T" LOCK QUALIFIED FOR USE W/ HV W/ 6063-TG ALLCIJ�Nr. QUALIFIED FOR USE W/ HV BLADE('1`)ONLY QUALIFIED FOR USE QUALiFIED rOR USE FiV BLADE 01ONLY W/HV BLADE CI)ONLY. BLADE 0 ONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER" 1.917 3 1151 C!, .432 THU TURN 432 FrrFrr CYLINDER CR .21 063 .062' KEY CYLINDER L u 0.87V .405 1 6. 1� 8 �00 1 .125 U... HD rFNTF'RMA NO LOCKING ROD HD CENTERMATE W/ LOCKING ROD '6 _7 �Illi!115FIED FOR US .4,1�11V B A,) QUALIFIED FOR USE W/ HV BLADE I & 1A " 6063-76 ALLOY AND TEMPER # HD CENTERMATE'S INSERT VARIES.12-MN. QUALIFIED FOR! USE W/ HV BLADE U'.&Q� 606 -T6 ALLOY AND TEMPER 10c-I -20 S.S. S CIR 3/re 1 ACIET&L.IFItAMISCREIIS -7141.111,113T FIN (SEE DEFAILS) CYLINDER OR KEY CYLINDER M.- (9 LINKING ROD L cl°• QU' !ED FOR USE W/ HV BLADE 0 375^0 HD LOCK 63-T6 ALLOY AND TEMPER C& HV 3/8"0-16 ACETAL W 1/4 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. L HV S.S. THUMBSCREWS QUALIFIED FOR USE W/ IIV BLADE 01 & (A) A 45DINSTAL WALL REQUIRE A 7/16" HOLE THUMBSCREWS 4k 'T QUALIFIED FOR USE W1 HV BLADE�) DRILLUED NENT QUALIFIED FOR USE W HV BLADE I ROMA BUILDING CODE(Non High Velocity Hurricone Zone, 07020 TMTECO,Pic. 0 2020 EASTERN METAL SUPPLY. INC. BERTHA- W. z Accordion Shutter System No.44 67 A.S.S.A. KV.PAZ In W OR W)b HV.WNWN RXE REV.ft DAU TILL TESTING doENGINEERING COMPANY American Shutter Systems Association, Inc. I OLD 17-1107 ?/2/2020 DATE 7/2/2M TATE F 1110�zo 635b N.W.Mtk SL,S..303,AWANA GAIDENS. �331V S % Phone:(305)571-15M.Fw�(305)871-1531 4268 Westroods Drive —2 S DRAWING No _0:tatecoeco—m West Palm Beach, I'L 33407 3 20 CA-0006719 164 W&YEA A TLUT&.P.L 4 FLORIDA Lic.1 44167 S SHEET OF 20 EAL/SIGNATURE/DATE, L 6 3 SHUTTER ASSEMBLY SCHEDULE FOR HV Q HV U'Y 41 Va. 1- MN C CE .0623"® I TO 9.AOE TOP 1Q HV BLADE 1 k ' � � - 1A. te7s'�� .OETS" 0625' ® HV BLADE 1A I� wlNDow BUOE .0625' sE^mH 7-x 1 ® HV LONG RECESSED NYLON BUSHING Izm I, n 11 KNUCKLE I 'e oPEN1n ac 4. ,Ie7s" Y ss - -- -- I + ('yp) D.oez HV SHORT RECESSED NYLON BUSHING !- ® HV NYLON HAT WASHER Q OR ® M E 'I, a .-FLAT BLADE rPlca R•f � 3750- a I o FIAT PORTION I :5 0� ra 4 HV WHEEL CARRIAGE AISI 302-303 SERIFS nN n X �/e2:6750" r;� I a 4 .44 0.870"x3/16"THICK NYLON WHEEL. C3 I ^1 1l 2 7/6"MIN. i / Hv WNDDP' ' ^ I/ 0.188"0 AISI 302 SERIES S.S. RIVETS ( SEC-EARPARARON 93. t37500 9EWEEN .I .CO.i -__0625' --® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR .Ci— i "�) '(_- :1 CF LADE 1 ±5 3/4' ;7C]P�S=Y ..__ ___ Ar _ 4 ro _ ON CENTERS•�- 7500' ® HV 2 3/4" ACCORDION PM W/ 08 HEAD * I -- z 1/4'CLEAR 3�aaTtay - ---- _ _. r ® POLYCARBONATE IMPACT RESISTANT NV WINDOW ^� ^I I ; BETWEEN TYPICAL HV WINDOW BLADE 't,�� AND TABPOLYCARBONATE HV WINDOW DETAIL _ (D OR (13 t+EVUIR TE rFOR III OOR I I '® i *FOLYCARBONA,E IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 FOLYCARBONATE !I ` I Q OR `'MIN..A F a TrOM (SEEVNO E -F-ON S EET 19)3 RESIN RBIC RESINS, UV-STA8IL'ZED GRADE OR S * HV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR -- x 1 Tc HV HV 1A' S ® 1 (1) F-V FIN ® SHALL ALWAYS BE USED A- ALL EXTE=. 1 ® ^yrc BOTTOM KNUCK_ES 0- HV ACCORDION SYSTEM W/ HV V OR { ® _ POLYCARBONA-E SOURCES FOR It EXTERIOR HV I�jA BLADE. PiCAL SHUTTER ASSEMBLY r (•= NPVLCAW xTCLIILT ! T"M"RIPERTRS STAt•0Aa0 ILNeI Nv PIN OR(�t.-.AT aEFTAENOE .orNNiT�a (2) HV PIN ®MAY BE USED IN LIEU OF ® AND ONLY AT ® EXTERIOR I y� 806f!L' EXTERIOR BOTTOM (NUCKLES OF HV ACCORDION SYSTEM W/ HV BLADE'S KNUCKLE. 1Q 00.324` i 1 (SEE NOTE * FOR 1 SFECTIC GPANTT, ASTW 0722 0.0.3 m/.II C043 m/I' BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7, 045 4.1 REQUIREMENTS) T T'F_ I i TENSILE ITELD STRENGTH i-w 06.75 900.a D.*i. 9.300 P...;. (3) HV PIN " " THICK ,,G� I ! PiExuac S*RET14'N ar rE.a Asm 0790 a w0 P-a,. 13,ao0 P..,. ®OR ©W// 1/2 O.D. 1/16 S.S. WASHER Q O-ia�/ i F1E%L'FAL N00'J.LS AM D790 3aC.000 D.a 3a5.000 ali. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 6� Ream i I i Rosxma r nsrN S-Ec^^ um to rr-m! T7 FT-m/M ® � �.. WHEEL CARRIAGE DETAIL WOKE GENS-1 ASIN 0me3 172 x a5 x v 7 S ASSEMBLY LAYOUT DAM cr NL.INNc Sw 0635 C-1 CLASS C-I CLASS ATE SELF ONmCN Am 01909 111.T 960-F •TaM I= ASTM 0155 TENSILE STRENGTH A,-TEa'.CATRERIN ASTM m 11=Pa+. 6640 P•,.;. 1 HV BLADE SOLID c& 1 A HY WINDOW BLADE DETAILS 'ENS E STaE 6 WE E Mr.A TRNG ASPW 636 I 6R1 P.u. I moo P i. N—�. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricene lone , uII111) 1204 TIGECD,IN- 072020 EASTERN METAI SJPPLY, INC. stemA� HVTM Accordion Shutter System S S A. HV. BLADE#1 W/OR W/O HV.WNXIW BLADE NO.44 S TILL17 TESTING & ENGINEERING COMPAN't American Shutter Systems E'!.N DESCRIPTION DATE DRAWN BY. M.P *; t ti 7f 5353 Nlt.361N.St..Ste,305.YR6IN4 G•RDENS,RGNIJA J31E Aeaaelatlan! Inc. 1 OLD v-tC7 /2/20 DATE: 7/2No �'O'• PIwOe (303)87+-t530.Fax: (305j671-1531 4268 Westroods Drive 2 STATE = DRAWING No •, .-mole tdtecoecolz West Polm 8eoch, FL 33407 3 ��F.�ZORI waLTER A.CA-�IUTiJr.P.E. 4 20-164 iii�43Tsi•...... ••' • FLCRIDA UC.0 44167 5 chEFT �i ON �d�Al/SIGNATURE/DATE 6 ®"O- IW O a ®'®_. _02 *NOTES ON HV LOCKS AND CENTERMATES: 35• ,®°1'N.�•�O119 1. MANIQUORY COt10R1011 ft ONE HV LOCK 0 cr 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BF,I�OW g2 OF SHUTTER SPAN FOR SPANS UP TO 1D5 AND FOR WSTALl,0NS T ANY ELEVATION. HV LOCK(�f or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO�J`OR CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON F'^ 4TWICAL SHUTTER ELEVATION.a20 0 I I c5 2. 9LC61N IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS��}} �#OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR 0 SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. V 3. OFIMMAL CONDITION J2 (VAUD ONLY WHEN MaypMay 0ONDMON J1 OR LIMITED MAN II 42 IS L H.V_IOCKS1e LOCKING RODS ARE NOT REQUIRED AT RRICANE POSITION, BUT MAY 24.�®• 24 BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANIIATM CONDITION U2. ONE HV LOCK I ' CK S1;i USED AT CORNER CENTERMATES FOR ANY SPAN 8 AND INSTALLATIONS AT ANY ELEVATION. HV LACK 2 or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK ROTTOM , ATTACHED TO A CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS' AT TOP h SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. "; ts8 Il 5. FIRST "' • ONE ALTERNATE hY LOCK c MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND g^-Ti'V I INSTALLATIONS AT ANY TO ALTERNATE LOCK MAY DE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT / � 3 OF 1/4'0-20x3/4'S.S.THUMBSCREW TO 01•OR®CENTERMATES SHALL BE MADE W/ 1/4"0-200/4'ALUM. f 1 ! 4� RNNUT AS SHOWN ON SECTION HVE. SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 I t�.Vg ( LOCKS AT 1/3 OF SHUTTER SPAN. "�` I 8. YNb■TO1N COMMON/3 FOR KEYSTONE MOUNTING INSTALIA O S, ONE HV LOCK 0 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 W.AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or @ or®MAY BE USED AS AN INSIDE OR I. OUTSIDE LOCK,ATTACHED TO 0 or @)SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE FNDON Y.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS CONNECT' DETAILSON fl F Et;-' xOR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY.SHEETS 10 kHEIGHT. FULL 3s' "'NOTES ON HV 'T' LOCKS AND CENTERMATES: - OF CORNER 1 . SECO111110 ALTERINCE TO MANDATORY CONDITION jj WM ONLY FOR &CENTERMATE O O •� ONE ALTERNATE HV"T'LOCK JC)MAY BE INSTALLED W LIEU OF HV LOCKS OR FOR ANY SPAN AND a a■ 6• 7 a 8 1 ■■ ALLARON AT ANY ELEVATION. ALTERNATE LOCK ,IAAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKE �7 AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 10•®�©• ©+®a CONNECTED TO CENTERMATES®AND®W/ 1/4-0-20 x 1 1/2' LONG S.S. THREADED BOLT W/7/8'0 x 3/32' WINGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4'Ox 5/8' RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' a•0•�'a©•O•,(®�a MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS @ TOP AND BOTOM IS MANDATORY. 08 •®°'®•®■R 1®.®OILS• *NOTES ON HD LOCKS & CENTERMATES: 1. HD Snr=K 34 W/ HO RYA c xt OR x2 W/ U: ONE ALTERNATE HD LOCK 3� MAYBE USED IN LIEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION Hv LOCKS 2d OR FOF ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK�4 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO @ IS W/3/8 x 3/8'F.H. S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT(5�AS SHOWN ON SECT.ONS HDB-HVB AND HDC-HVC. SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS�4 IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE(Son 1& h Velocity Nurricone Zone 02020 TLTECO.INC. ®2020 EASTERN METAL SUPPLY, INC. 1 III ur' A S S A BERTHA HVT �CEN ''`/� Accordion Shutter System L E C O N RV. �i1 Wi OR W,c H.V.VM W RJIOE W. N0.441 - American Shutter Sysfems Y,M. DESC111"Im RATE clan, MP *; TILUT TESTING 8 ENGINEERING COMPANY Assoclafion, Inc. I OLD 17-107 ./2/ oa[: 7 2020 s * 11300 N.W.3an.St-St.30.VIRGM GAx)ENs,DaRm 331r STATE Q ? (305)BT7-1530.FRz:(JOS)871-1b31 4268 Westrooas Drive = DRAWING No %�'•, 1111� R a:Mt—ft.1— West Palm Beoch, FL 33407 3 o�,•. Fc0RIU � CA-000G710 20-164 y F'•., WALTM A n UT Jr.P.E. 4 �'r``�EAL/SIGNATURE/DATE FLc��U` 1 µ167 5 SHEET --CONCRETE ANCHORS POURED CONCRETE POURED OR CONCRETE BLOCK BETE CONCRETE SHEET 13)DU� REQUIRED ._1 1'1-20.3/4'S.S. REOUIRED REQUIRED CONCRETE ANCHORS HNE SCREWS TOR (SEE SCHEDULE ON W/ 1/1'-20 • (SEE SCHEDULE ANCHORS ON SHEET 13) -- ---- ©18 Sow swF.Er,) SHEET 13) NUTS O 12.O.C. ____ _.1 Q OR I . MMr 1/4-0-20a3/4-S.S. Min. --_ 1 _ r _,.-. -E°--ED MACHINE SCREWS __- -EO EQ 1/2• --_._ USING 1/4'-20 NUTS - r_-• '191 r. ' ___ __ ._.�__ O 12-O.C. E.D.• I I .230"wo.. p .: � ;13':OR11�5j --- __ 13 OR©5 r ' c I .250"Mar. D � I.. 1, •� E.D• i i ___ E.O.• r I' OPTIONAL I,� �-GPnONAL i —I • m HHAts O1a , 1-1wt aACE mNo-- I - 1 OR ®♦ i w !I EXMING MIN. SEPARATION TO clAss f EXISTING °+suT,.RA I I , p ---. --(SEE SCHEDULE ON SHEET 11)' '=1 KNIS mA Q� __ MIN. SEPARATION TO GLASS H '- 1 CU55 I I EXISTING (SEE SCHEDULE ON SHEET 11)"'(I� t I •I ol GIASS— (� HV WALL HEADER INSTALLATION 1 1 el HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE EXISTING - _ MIN SEPAPA11ON TO GLASS h S ® . w SMRWIWI (SEE SCHEDULE ON SHEET 11) cuss--•+ IAE SIM t G I _ 1 OR ♦ MIN. SEPARATION TO GLASS ,' I �- GLA soWO SS"-- i 11 Fall RAR 0 W0 _ �I, ,I1 `(SEE SCHEDULE ON SHEET 11) M 9EET 14 MR ■W■ w, ; -- eLZm*0 RI ; EXImNc ' -TT-- OPTIONAL cuss e.D.• ' E. I OPTIONAL E. D. �I ilyg� i i EX' �• ;1 5 J IH 191 r + r. .. -E°�--E°- Off ..12 aR® r ,... _..- ' 1/4'0-20+3/4'S.S. Min. _ED--ED_ PHWPS TRUSS HEAD 1/4'1-2az3/4'S.S.PHlk_IPS CONCRETE AlIC110R5 MACHINE SCREWS USNG CONCRETE ANCHORS -TRUSS HEAD MACHINE SCREWS SEE CONCRETE AN F.ON SWEET 13 _1'_ 1/4'-20 NUTS O 12"O.C. (SEE SCHEDULE QN W/ 1/4'-20 NUTS O'2'O.C. POURED CONCRETE ( ) MM. POURED CONCRETE SHEET 13) OR CONCRETE BLOCK OR CONCRETE BLOCK CONCRETE ANCHORS REQUIRED WALL REQUIREDD HV WALL SILL INSTALLATION (SEE SCHEDULE ON POURED CONCRETE SHEET 14) C1HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED EO HV WALL SILL INSTALLATION I-TE S COMBINATION 4 FOR PI SECTIONS INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER • E.O.-EDGE DISTANCE ASSEMBLY ♦ SEE UWAMONS OF USE FOR 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEE"13) IxADE�ON SHEET 19 1 HV B LA D E IN ANY WAY TO SU,T ANY INSTALLATION. FLORMA BUNI)ING CODE Non High Wl.city Hurricane Zane 02020 TA.TECO•INC. 02020 EASTERN MEAL SUPPLY. INC. BERTHA HVTI, A S S A Accordion Shutter System E L C O N c. KV. BIACE 01 W/aR W/b KV.WM W BADE No.441 7 _+ AmerlHsan Shutter Systems *: * TIWT TESTING & ENGINEERING COMPANY LY artelerlTOH1 DATE DRAW BY. MF Association. Inc. ?GYlp a388 nw.3en St.Sic 3W vaHwAA erHeova.TLa11w 331e + OLD 17-107 7/z DATE: 7/2/2020 "O�'. STATE 0 _ Ph—:(303)871-1530.Fm:(305)871-1531 4268 Westroods Drive : 's�0,�•. F(ORIp ,, 44,�y. •-+"off !�:�^ West Polm Beach. FL 33407 s DRAWING No ais, - G�`� Li`y 4�i,ei 4 20-1 64 �HH SEAL/SIGNATURE/DATE SHEET -- POJRED CONCRETE ANCHORS wl SFPARATgx CONCRETE (SEE SCHEDULE Of,SWEET +3) ro GUTS(SE - ---:1 OR i d _ ' v Wagw1moN 1 RECUUTEO Y.OR 11"11 a3 .. EXISTING I .'9 ..� i'(RE SC mu�al• _"'._. EO(:E OF - +I TORE CN 511r. 3 -' 1 aj Mn snAwnxN 1 LIFET,1 9 StaE IF nxtsa�4 rl -E.D.• APPLCABLE EXISTING -a GLASS-r \ ox sw¢T EFi,�=EG- ALTERNATE ✓ ' ANCHOR " ' EXISTING LOCATION GLASS- r 1 1 -/10X3/4'HEX WASHER HEAD MN. EK CREWS 0 12'00 H , !f�MIN. • - ONCFUE ANCHORS ! __...8 ' SLAB IEDGE F S ` C I i , �,1 4 7•'- (SEE SCPEOULE ON SHEET 13) APPLICABLE EXISTING EDCC OF 014C r : GLASS— EDGE OF—4. �I .I SLAB IF SLAB IF 1 ,1/2-I--r = EDGE OF = APPLICABLE _ `.• -.. APPLICABLE - - ' - S:AB IF 1 -. TO QAFs(SEE' - APPGCABIE ... 1. _.._ S>"UE ON SMFET - - E D.—J AT HEAD CONCRETE ANCHORS POURED POURED ONCRETE -7 11 FOR BADE 1.0 ' POURED- i. ..... -_ REQUIRED� REQUIRED (SEE SCHEDULE ON SHEET +4) O+91FE'19 FOR '1 OR CONCRETE _�_. I FLAT HEAD CONCRETE ANCHOR$ REWIRED - C D.` ---E.D• (SEE 3CHE3U_E ON$MEET 14) '11) TRENCH INSTALLATION VALID THV WALK-OVER INSTALLATION DESIGNONLY PRESSURE RATING & FORFOR UP TO 170, S SPANS PER (GJ HV CEILING INSTALLATION HV FLOOR INSTALLATION t SCHEDULE /3. SHEET 11 EXMTNG xW sFSMwx:x ' ' f •,a T CONCRETE ANG•ORS "u`S (SEE$GHE7ULE OV ,1 TP EMss E. , ._ I .. ..�,•• _ I (SEE spE0lAis- gg +/.'B my BU`UwX Tmcw r _Xi5T•4G $HEc 15) ADVANCED,H40f0� { U'- -�:'LING _ IXIST'rNG - IECHaOLOGY OR 1/4.9 PMM GLl$S GA55 MN.;,vAwmx I'.! GLASS ..'I FA TD4EF`7NIEt4 ANCHOAS• 'I 1Af/Afl. 14 fsr Se+F:1AF cv sr.Cr� - t 1: r Tex.s4nmTrJx m r,;,es "I 3/4'MN.DABS"e r tsOe SaflXAE on s'•r n) O.C.FOR FOR VANS LmiY'F.ER TIPm Ili ,I I I -r'4AX. �' �l SFAS AT TEVER ASMIER HIM 13 OR 15 E.D.- , I' #ICx3/4`HEX F. r.y, (TPJ;SkE N01E CUS OfQ ,•_ 3•9,_ /2, 3 ; T___.- _ I,it 1 WASHER HFAC ) _ - MAX. TEK SCREWS _ i cOxi.BFALAM, _ 514.3/4' hEX HEAD 1 1 3/8` r ® 1' OC. 5"8- �J ''!1 T EK SCREWS m 9"O.0 C47 1/4"4e-20 S.S. M.S CONCRETE ANCHORS E`--r. - 1©a� ' ,;/ ¢14x3/4" G. _ i i1 �� i rl,1/4•� I' '/I`e-20+314•SS MS '70 %UT 49 9"O.C. (SQ$GHCDULE ON 1/2, 0 9'G. C ^( _____ 1 � M4X. x iu: JS&4 +/4-e-20 NUTS SHket :4) 1i.1•..r _.. ` r]ox 18 EX•SN 1/2 NG NOW STR•ICT.10L EDGE OF - J '—__1 R 2.W'MTV. . A 17 18' n Ti'• E.0 rrAAU TRIM(DEccRArnT _ -- SLAB IF 1 -#14.3/4'F H. S.D.S. WIN. - 1 7/8____..1 7/.>./-- APPUCAELE.`�:._. ___ O 3"O.C. __ PaJRED ca+caErE CONCRL(L ANCHORS -SEE NOTE 13(b) '. +. .."- REWIRED - POURED CONCRETE (SEE SCHEDULE ON ON 5F1E_R 1 -SEE NOTE 13(b) OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET i •• •• _ OR CONCRETE Ei OCK ._ ___._._.�_..........-_ _._ REQUIRED •: OPTIO'A Pa_RED �-. REomREo LU KEYSTONE MOUNTING INSTALLATION CONCRETE ,K; HV WALL FLOOR INSTALLATION AL_L-AT_10_N r HV WAL WALK—OVER INSTALLATION MAXIMUM AS.O.DESGN PRESSURcv:8.,-T?�., RFCU'.RF_D - M0.NIMUM Slump SFV.f'-0` HV RAINGUARD INSTALLATION t t� t THIS INSTALLATION SHALL BE NO =L1R COMBINATION OF SECTIONS E.D. - EDGE DISTANCE REMOVABLE WHEN PERFORMED I-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECInCAT1ONS ON SHEET 13) QJACJEMT Q ENTRANCE OPERABLE EXIT O SEF BLADE CIA ON CFF 9 FOR ASSEMBO' INSTALLATION DETAILS WZ I HV BLADE IN MOUNTING SUIT AN CAN BE COMBINED E�/gyp r�� BUILD (� (1� IN ANY WAY TO SUIT ANY INSTALLATION. RNIDA BUILDING CODE Hon High Velocity Hurricane Zene `�Iglti ' 0=0 TILTECO.RIC 02020 EASTERN METAL SUPPLY, INC- BERTHA........ ' E HA TM ��cEM A.S S.A. Accordion Shutter System 0 M E C o 1 N c. ►iV. BLADE 1 W OR w•• No. 44 67 � / /o H.v WINDOW tXanE i* American Shutter Systems DEscMwlal/ DATE DRAWN By. MP TILLtT TESTING & ENGINEERING COMPANY STATE F = 0355 N.W.301N.31.,51, GC.-GNIA GWDENS.FLORIN 2v5 Association. Inc. OLD n-1w r/2/202C BATE. 7/z/2020 9'. PnoNe:(305)871-1530.F..,(305)871-153- 4268 Westrood!s Drive 2 S Off;•' F�GRI k�a .-male rx«POPR.<xm West Palm Beach. FL 33407 3 DRAWING No ' Fs•.., a a CA-OW57.9 20-164 iyfAiF TONAL N AAA�t WFFLLO�RIDAAu 144,67E y S FFFfF L`• SEAL/SIGNATURE/DATE 9 SHEET OF 20 SEE END WALL CONNECTION DETAILS ON SHEETS 10 & 18 SEE NOTES ON LOCKING RODS 0,Hv LOOKS©a.® OUT IN r EXISTING cEAss INSTALLATIONS Wf �j HV **AND ALTERNATE HV LOCK®GN SHEET S. — I BLADE W C NT MATES B'A°E SLACK DETAIL 16 VALID F CDIIFAWlES APPLICATION WITH SLAMCD i (D-0-o'0- I OR SEE END WALL CONNECTION 10•®-®•®-©•®- EXISTING GLASS DETAILS ON SHEETS 10 & 16 2.2K1/850-2 B oR 9• aRl 3 1/4' - T. .. -_ . 6 1/2. _ 7 (6o61T6 ALLOY)ALUM. OPPOSING SYMMETRYCAL ANGLE M/(2)I/4-r rAPcon j '_1/2- n®•® C NT RM S /+�-�7' ANCHORS TO CONCRETE f 1 Y_h IT T MIN. SEPARATION (T0P/BOTTDM)& I 1 `o. /10A3 4•sms.a 17, TO CLASS (4410a1/2'S.M.S.TO TUBE i I �C.FULL LENGHFT. W H L W/ HY LOCK or r (SEE SCHEDULE AT EACH ANGLE OW) I N �* (33 ON SHEET 11) > = L—--- D------------- -- ----- T11 5 0-- pc_- ..� t I. �f—426�� Fz u _ —t—_ — - - Vr ae®-©`O-© 10•©°` - .20: --" O 10•®-®•®-©•®- iOUT HVB ® n �J' ( NV=C POURED CONCRETE OR CS CONCRETE BLOCK 0'0•©-O•O'r7 I REOU:IED FXISTING SYMMETRICAL———_*——— IN � — �� '©-�'O`®- MIN. SEPARATION__ __ T Guss II GX,ASS�,°,G '.. E TE * 6' (SEE GLASS SCHEDULE 5 t ------ q ® ® ® ®# p W/ H LQ (INTERIOR) ®'®'"®•®eA®•® ON SHEET t t) MIN. SEPARATION ._— — TO GLASS _ -- (SEE SCHEDULE IN OPTIONAL _ --_ ____. _-__ _—_ ON SHEET 11) , _ - - (KITERIOR) •`l, _—_—_—_—_ _ ... ._ -__—----- __ _ _ _ __ -- ®' 1 - 1 _ ---—-- - I OUT ^ ANCHORS V 16'O.C. =---- -- . 3 f -- __ J r *24 a 6 1/2-MAX.SLACK * (EXTERIOR) HVF** OUTS' 35 HVE 6>•Iv FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane C2020 T&TECo, INC. ©2020 EASTERN METAL SUPPLY, INC. r�P�� \GAEh_ .`/4,9; BERTHA HV,. Accordion Shutter SystemIL CO1N7 ■ ■ ■ ■ KV. SA # WRRW101N" XIE No.44 67 �--��_; American Shutter Systems LEV.N. oEsl llrrl0l6 IMTE DRAMH BY: ALP ': * TILLIT TESTING & ENGINEERING COMPANY a STATE F � 6355 N.W.M.a.St,30.NPGINA GWOENS.R RIW 33tP Association, Inc. I OLD 17-107 / OATE: 7 2 2020 Phone:(305)671-1530.Ea,:(305)a71-1531 4268 Westroads Drive x DRAWING No y��p�•, F�DR( P .-eWl:tlt,aabaol.cam West Palm Beach, FL 33407 a '4i FS "••••• '•"t\��`` wALTER AO0°B719 TLUT r.P.E. 4 ZOO 1 V4 JJriJrJSIONIAI oke!%%SEAL/SIGNATURE�DATE rLORIDA u./ +67 6 SHEET 20 ALTERNATE INSTALLATION WfHV "T" LOCKQVIV MALE/FEMALE "T" LOCKS CENTERMATES & LOCKERS (2T WZ 'f' HV BLADE *J SEE END CONNECTION MAILS ON SNEEIS 10 t in INSTALLATION 1' HV BLADE IN '1� DIAS, ft a4)S1ACK DETAIL NW.NDIri11m oN smw a W/ HD CENTERMATES 3 t /�_ AS MOLL As tRINFR44 FL011TM0 aAOE m DErNL NOD-Nw. N00CM ON TNa SIIFET,MAI'DE usm Imll TIRs N.1mN4'• 1 N DETNL IhC N 716 SEE END WALL COMND'-'TION DErAa.S aN SNEETS 10 t to 01q0•0-0 ��//((��MI�� = q 35�s .35'* . 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BADE#1 W/OR W/D KV.WINDOW aADE c ' N0.441 7 AmsTican Shutter Systems TILLIT TESTING & ENGINEERING COMPANY OE1CIDfTIM DATE ORAMN Err: YP j��2p 2a Association Inc. I OLD 17-107 /z aATE: >/z/zozo (�'__ 6M NX 3MR St.,su.302L VRO M WHIMS.ROOOM 33,6 R 's o'•- STATE = Phq :(303)871-1330.FON:(303)R71-1331 4268 Westroods Drive 2 DRAWING No 90.• c�DRI k,s= •- 11 s.caR West Palm Beach, FL 33407 3 I d S- MR A MIT 3r.P.F.. 4, 20— 'a20NA EAL/SIGNATURE/DATE FLORMA Uc'A"107 65 SHEET s F 0 —POURED CONCRETE OR POURED CONCRETE POURED CONCRETE POURED CONCRETE -- CONCRETE BLOCK WALL OR CONCRETE. OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REWIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED r EXISTING GLASS /EXISTING GLASS / CONCRETE ANCHOR EXISTING GLASS - —T'— / O 16"O.C. r S I _./ '- -2'MIN. EX1571NC GLASS 1- 2"NIN. - r ..) - MIN.SEPAMTLON f- S .._ 1• . Z_ —i MN. (SEPARATION TO GLASS(SEE EO--14 EQ ro OASS(SEE SCHEDULE ON SHEET NO GLASS(S I I MIN.SEPARATOR 11 FOR BLADE 0)AND _ 1 I SCHEDULE ON SHEET 1/16"a3"MAX. ON SHEET 19 FOR . 1 I 11 FOR MALE OAND (6063-T6)CONT. BLADES a) -- III�BADE� _�( ro GLASS(SHEET SEE (LOCATE AT `�SHEET 79 FOR ALUM.CLOSER 1�2' / + L 11 i�B ACE 19 ONO ON SHEET 19 FOR 2- -- .. EITHER SIDE(..Y —._ _-__. ��♦Q) PLATE. (LOCATE 1/2 �`- _._ 1 BLADES®k QT) ON OF 5O) AT FITHFR SIDE MIN.' I NI I ! DAMS mB 1/2"NIN. -_- __ OF ) .. (A USE 1. B 2"MAX I t /10xt/2"S.M.S., p10x 1/2"S.M.S. I - ___.-_ 1 ` _— (As APPLIGIBLE)c2511/B10•-2" 0 '6"O.C. -- 0 16"O.C. I- ,` __. ALUMINUM CUP ANGLE —� (6063-T6 ALLOY)AT MIOHEIGHT , •+ (1)�It Ox1/2"S.M.S.TO k +� (?)1/4"e TAPCONS ANCHORS TO _ y l�,•' I � '< SEE DETAIL X FOIL/ ^ WALL AT 1"O.C. (LOCATE AT !SIDE CONNECTION C OR �y EITHER SIOE OF Q) O OR 0 DR SEE DETAIL X FOR ({� TO TRACKS `` S!DE CONNECTION _ OOR�`7W�,'- "4 --- 1 6e��'O"B v.®' , �!•®e,O.O•O 10•®^• SSIDE CONNECTION �41 + ®w©• 7 S 6•7 a,8 •®w TO TRACKS 7 ljyS ®•�©•®°" TO TRACKS lOi�w�•®w 10s®w©'�©•®w �a®'®'`1.3"©•©"' I ©•O7 •©w©•O7 •®s 49•®w0•`LB'-©•0- 0-0-0•®-® 0- O•®w®•0-0•®w0-0 END CONNECTTIONw DETAIL 10 ®® END CONNE�CTI®Of®DET®®O®® �3 CONNECTION DEM END CONNECTION DETAIL END �\ \ ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12--0• j '-----_--" / --- POURED CONCRETE AL i '� - — —L-EXISTING GIA55 , r REQUIRED GLASS BLOCK WALL " GLIB --•.4).... -- D ------------ To MN SEPAMTON /1}•1/2•S.M. i SHED "C. MN SEPARATIONSCH Y ---'•---- -------. 1 E QE O(SE - O 16 O ® TO GLASS(SEE ---- F) ORS OR 11NFOR SHEET 19 m CONCRETE _1/2•MIN. SCHEDUE CN SHET ._.________._ .________ ON SHEET 19 FOR ANCHOR O---'- -__ 11 FOR HARE(,D ._ _~ 1 OR OR q OR) CONCRETE- ___.... - BLADES m♦ 12.O.C. -_ ®.• ANCHOR O BADS me 0 t6` D0 ._____._ �j OR(p O.C. -1/2"MIN. A-- 2" _ _ 1 1- ___ EQ �� .. ©OR®OR(DOR ' A11N. 2"MIN. �, ♦ SEE LI AONNS OF USE FOR © ® ® ® © 1/I Y t -5 _ MADE ON SHEEP 19 OR OR q OR 3 OR 1 �_ 1 J f I 1Q DR li,� kd DETAIL X POURED CONCRETF OR TOR w�w©•OwOw®•0. ----_-- -- ---T-- w�'©•Ow®'�•®' END INSTALLATION (D-O•®w CONCRETE BLOCK WALL •®w0•0-0.0a REQUIRED •®'®• 0.0w ©•O.Ow©•O•®w 1 HV BLADE OR .A' HV WINDOW BLADE INTO O•Q•©wO. ®•®w®•��•0w CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL END CONNECTION DETAIL© ®w® ® � �cal�`nl FLORDA Bl11LDING CODE(Non High Velocity Hurricane Zone, A 02 M TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. .�'vP� BERTHA HVTM 'V\cE P •'�'�; A■S.S■A. Accordion Shutter System IL ECO .Ne- No.44 67 E--��, H.v.a"#1 W/OR II kv. WINDOW IXADE * * - �J� American Shaffer Systems ,, QE „D„ DATE , ,e,; M.P c�/�/ TIWT TESTING d1 ENGINEERING COMPANY STATE F 53M X.W.36M St.st.-M MipMM CIPX .FL1X6DA 331 Association, Inc. 1 OLD 17-107 7/2/ DATE: 7/2/2020 n7 f. Ph—:(305)671-15M.I-:(305)971-1531 4268 Westroods Drive 2 CpR( P,.�t�k a: a-male r,E«oe-0=79l— West Palm Beach, FL 33407 s DRAWING No '910NA ��d`A�? WALTER AUTou/ai16P.E a 20-164 "+++r11111E L` SEAL/SIGNATURE/DATE SHEET 6 10 OF 20 SCHEDULE !1 SCHEDULE !2 SCHEDULE !3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" F"AXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L-" ft. FOR Nrr II A�( ) (ft.) INSTALLATIONSSEl�BIISTI .® ®®or or INSTALLATIONS W/ OPP051ur CONCRETE & W ONE H.V. LOCK or ® or or `�'+ Wppp (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN s W/ONE HV LOCK$ �� POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®W/ FO LOCKING RODS Or ONE HV LOCK or or® W/ NO LOCKING WALL 0. B, C, D, E, M, N, 0, P, Q L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES®&®W/ ONE HV "T" W/ NO LOCKING RODS® MOUNTING F, K & L R, S, & V. A.S.D. DESIGN PRESSURE RATING. LOCK ® W/TWO LOCKING ROD$ ® TOP & (SEE NOTES T.1'UUD FOR MOUNTING(@ (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM (SEE NOTES SHEET 7) FLOOR/CEILING G. H. I, 11.J T. U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: IMXaAr CONCRETE A: WOOD INSTALLATIONS tlAtaAM CONCRETE&WOOD CONCRETE MOUNTING & M ASJL OFSaaI Asn.DOIw ` n ASD Desm INSTALLATIONS GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, PIMA WALL MOUNTING 'LOOR/CDLNG RUM WALL MOUNTING AILSS{a- DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. MOUNTING RMB10 FLOOR/�'MOUNTING (r0. (w.l.) FLOOR/CELL�MOUNTING (A.at) OR GIVEN A NEGATIVE AS.D. DESIGN PRESSURE RATING, (+a-> _._ I+OR-) (-at-) ILOOR/Ak1 MOUNTING DETERMINE MAXIMUM SPAN'L-"FROM SCHEDULE. L+ (IQ L-1111 L+ QO L-(IQ L+ (IQ I L-QQ L+ 00 L-M MAXIMUM SHUTTER SPAN 'L+'OR-L-"FOR 30 OR LE 16'-0' 16'-0' 16'-0' 16'-o' 30 16'-0' 16'-0' 30 16'-0' 16'-0" INSTALLATIONS INTO WOOD SHALL BE LWRED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10' - -- - - 1 14'-10' 15'-Y 16'-O' 35 14'-10' 14'-10' JS 15- - '-2 16'-10" - 105 paf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+"AND 'L-'. ' 40 13'-10" 13'-10" 14'-2' 15'-2" 40_ 13'-_10' 13'-16" 40 _ 14'-2' I 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 1 13'-I' 13'-4' 14'-J" 45 13'-1' t3'-1' 45 13'-4' I 14'-3' t )N CORNER CENTERMATE/3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS .. -...- -___ t IS-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: _ 50 t2'-S' 12'-5' 12'-8' � 13'-7" 50 12'-5' .I_12'-S' SO 12'-3' 55 11'-10' 11'-10' 12'-1' 12'-11' 55 _11_'-10" 11'-10' 55 11'-1' 17'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION /2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4' IV-4' I1'-7' 12'-4' 60 11'-4' 1t'-4' 60 10'72' 1W-11' NOTE /5, SHEET 5. RATING: 65 10'-10' 10,- 0* IV-1' 11'-11' 65 10'-10' 10'-10' 85 9'--5• _L 10-1 DtETERMINE: 70 1a-8' 10'-6' 10'-9' 11'-5" 70 10'-6' 10'-8' 70 B'-9• 9-4' MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. - . - ------- -- ... -. � L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 70'-1' 10 1• 10 4- 11'-1• 75 10'-1' 10'-1' 75 - B'-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN t+'OR INSTALLATIONS. 80 9'-10' 9 10' 10 O' 10'-9' 80 a 10' 1 9 10' _ .._. ._ INSTALLATIONS AND L4WMLM A.H.D.CONCRETE OR PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 _ 9'-6' I 9'-6' 9'-9• 10'75' 85 9'-6" 9'-6' INSTALLATIONS INTO CONCYtETE OR CONCRETE BLOCK RATING: 90 9'-3- 9'-3' 9'-5- 10'-1' 90 9'-3' 9'-3" SHALL BE LIMITED AS FOLLOWS: DETERMINE: I- CONNECTIONS TO KEYSTONE MOUNTING 95 9'-0' 8'-9" 9'-2` I 9'-f0' 95 9'-0' I 8'-9' Lt-= MAX. SPAN FOR WALL MOUNDING INSTALLATIONS. LIMITED TO +64,-72 p.a.f. AND 6'-0" SPAN, SEE L2 MAX. SPAN FOR FLOOR/CDLING MOUNTING 100 __6'-9' 8'-4' 9'-0' 9'-7' 100 8--9" 8'-4- MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7- 7'-I1' 8'-9" S'-4- 105 8'-7' 7'--11' 110 8'-4- 7'-7- 8'-7" 1 9'-2- 110 8'-4• - 7'-7'- FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE 775 8'-2' 7'-3' 8'-!' 8'-il' 115 8'-2` 7'-3" MINIMUM BETWEEN 'Lt+", "L2+", "Lt-'AND "L2-' --- -- - SEPARATION TO GLASS SCHEDULE 120 8'-O' 8'-t 1' 8'-2' 8'-9' 120 8'-0' 6'-71' ---- - - - (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-8' 8'-0" 8'-5" 125 T-10' B'--8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6-5" 7'-10" 8'-I- 130 7'-8" 6-5" PRESSURE RATING 10 DETERMINE MAXIMUM ANCHOR 135 7'-7• ' 8'-2' 7'-9" 1 7'-9- 135 7'-7'----6'-2`-- WIND ZONE MINIMUM SPACING- 1a0 V-5 j 5'-11' 7'-7" 1 7'-s' 140 7`-5- T-11' ASTM E-1996 SEPARATION 145 7'-3' 5'-9' 7'-5' I 7'-3" 145 r-3' , 5'-9• TO GLASS 150 7'-2" 5'-7• 7'-4- 7'-0' ISO T-2' 155 1-0" ` 5'-5' 7'-2` 6'-9" 155 7'-0" 5'-5• 1 THRU 3 1" 160 _ _W-:1' - 5'-2' T-1' 6'-7• 160 W-11 5'-2- 165 W-10" 5'-1' 7'-0" 6'-4' 165 W-10' 5'-1" 170 6'-9' 4'-1 1" 8'-11' 8'-2' 170 _ 6'-9"_ � 4'-17• 175 8 7- 4'-9' W-9" 6'-0" 175 6 7 4'-9- , 16 6 6' 4'-8' 6'-B' 15-8 185 6 fi- 4'-1' : 1. H V BLADE 16 5 a-s" 4-B' 6-7 I s*-a' es 6-s• 14-6 - - - -- - 190 6'-4' 4'-5' e'-6" 1 5'-6' 190 6'-a' � 4'-5" 195 6'-3' ( 4'-3' 6'-5- j 5'-5- 195 _6--3' t 4'-3" -..__. .. _ 200 6'-2' � 4'-2"_ 8'-4' 1 5'-3' 200 6'-2' 4'-2" 205 8'-1' T 4'-1' 6'-J" 5'-1' 205 8'-1" 4'-i" fLWMDA BUd.DMIG CODE Non High Velocity Hurricane Zone `,tyL11t11 IWLMy)� 0202D TILIECO,INC. C2020 EASTERN METAL SUPPLY,INC. ,.,,�\, Izz/l" BERTHA HV- Accordion ';y,P." � �711 E C O �N�. A.S�S�A, Accordion Shutter System ND. 16—i.L — Am�rtcan Shutter Sysfsms V.N et,+nE p1 w/OR w/o ATE DRAWN B BLADE *: TILUT TESTING & ENGINEERING COMPANY fl'•N OLICRImOR DATE DRAIN N:Y/CPV. G. 6355 N.w.3m.st,Inx.305.vmm Gvt"s.RDAOA 331a AtiOCletlon, Inc. , a� 17-107 /2 DATE: 7/2/2020 o= � STA OF Plena (303)871-1530.Fox:(SO3�71-1531 4268 Westroods Drive 2 f Q : '��iC'• F(Q ID4" •'��.`�� a Mat-wt-7ts mm West Palm Beach, FL 33407 3 DRAWING No ��i F ''•... ...•' WALTER A.11LLTT Jr.P.E. 4 20-1 64 ��rV7ApS1ON ++L/SIGNATURE/DATE FLGRIOA 441e7 6 SHEET 9I OF 2 MAXIMUM ANCHOR* caAgNG (In-) cruFTrin i FORA `ME" MAX. ti MEER P . A.S D DEaGN NEGA PRESS 1 R�TIN AuD A 0IMPONDI mouNnNr TypF FOR CON BETE OR CONCgETEA IONS ANCHORS SPACING I 1"GFND POURED CONCRETE tME MOVIONO A.S.C.C AI:D eN SHM e, POURED CON CONCRETE BLOCK TAPCON OR A:WALL HEADER MOUNTING ,A.WALL HEADER MOUNTING ®W�HEADER MOUNTING D'WALL SILL �IOUNRNG Ci WALL SILL VISITING 'C'•&,-r"WALL HEADER/SILL TAPCON WITH ADVANCED SPAN / W/74 W/1 W/74 MoUN11NC THREADFORM TECHNOLOGY - (N &5A owi@ 16Hec Rae 11 DEM NMTK PPMK M(P+I Au.am IBJ 1E PRIMA X RAW.(me A5!•OEM MMUK�a■M ASD.RC=I■iOBE 141MW 1•itc ASA om NWK PRISM RATt6 ALL POINTS SOLID-sE 30 40 a 175190 120 160,203 30 40 60 75 90 120 160 205 30 40 e0!75 90.120 160.205 JO 40 60 75 90 1120 100120a 30140.e0'75 901120 160 ]0 40 a0 7•J 90 120 100 205 -_- -- I i _ ■ 6 11 f2 10 9 6 a 11 11 1 9 1 14 12 10 9 a e a - 14 j1 10 9 B e 6 ss e: S.5 __ 3'-W - 12 10 0 • e e 6 14'12 1 10 9 e`■ b i e 14 12 i 10 9 5 a 6 6 14 i 12 10'9 a a e a 14 -- f0 9 1 a a It e • 6 1 6'a' e /I B' a RAPPER+ I 1 -�1 1_ _ _ I Ie'e;e ! p p3 OR LM 14 12 t0 a a- a _• 6 t4 12 f0 9 • ■ e • u 12 110 t a a 6 a 14 112 10 9 e a 6 "3 1i 12 10 9 s 's a s a 6 14 12 TO 0 i a a e 14 @ I0 l e • a 0 • 14 12 10 9 e e 6 6 14 12 10 9 A •a 'e '- 4 12 la a a (a f e 1i • B' a a- 6 7 1{ 12 10 9 ■ • 4 14 12 10 a 6 14 12 10 9 • e e 14 12 10 9 a 7 - - 14 10 fi 7 5A - a ! a a • Lb 4.-0. 14;12 110 a ■ 0 6 4 14 12 10 ■ • 6 6 • /1 12 1fi e a 6 14 12 110 9 e 'a as}- 1{ 12 10- a a • • ■ a ■ 14 12 f0 • �_ {.d'-- 14112 10 Y a B '6 { 14 12 ,o'9 a a ! 'e N 12 j10 9 a j e - 14 i� 10 • •- .._ -IL 12.101• a a a a t1 1No • e i e 6!6 14!12'10.9 a "�"" • • 11 1211a • e le 1{ 12 10 a • a - • • • • ■ ♦1 7 14 12 to ■ ■ - �H412 0 9 e e 6 1.514'12 10 9 a e 11 10 • 173 - _ t 1• L•�aDl- ----- 14'i: 'IO's ■ a as -12 10 � J51412109 111 61D12 10 • r ala - • ■ 0 aaI-a� a aa 12 to • a 5.5 3 1• 12 1a0 •e e i4.5 ist2 i0 f a 'li a �10 i1! i0`_f • 7 - - • s 'a p 1 7 S i SPECIF:CAT70NS 14'11 10 ■ 12 10 9 a B 6 JS 14 T2 10 9 l a 6 6 a 14 12•10 1 9 1• - - - 14 12 10 9 a 7.5(- • ■ O/a'a 7.5'SS 4 ON SHEET 13 10 9 e a 4.S - t{ 17-10 9 8 ■ 6 6 14 12 t9.6 7.3 4 - - - 14 12 9.a 74 E.5 J.5 - - • e 75t 6.5 13 ]S - --- 14 12�fa • 1e '33 1- 11 t2t0�9 a a '45 - 11 12,10 9 a • i6 �6 14 I2 10 9t6 �• ' - u >21109 Ee 4 - • ■ s e e'e" e '7s _- •'-0' 14 12 10 • 1 6 3 - I- 14 l i l 0 3 e 8 '- - 14 i 2 I,0'9 '6 • /ss 3 5 14 12 1 O 9 Is =1- - 1• 1:r 10 9 7.5 j 4 - - • 0 • B 7.5 5.5 4 ] 14 11 f0 0 e 5 - - 1{ 12 10 9 a e 4 - 14'12 to B 6 • 1• 14 12 10 0 • - - 14 12 10 9 B {s - • • • e a' B 4.5 - ♦ 12 10 a { - - 11 12 10 B e �p.5 ] - 14 12 10 9 a • e - 14 11 - 14 • H3 35 - e • e 5. 33 4 ___- _ 7'-0' 14 12 110 • 6 4 - '- 14 12 10 9 e '6,5 3 - 1{111 10 9 8 ■ 6 '- 14 11 1• ■ a - _f 14 12 10 9 a _ _ ■ - 3 - t t - b'a e ' o f e zs' a 7 14'f210 9�f.3 - - - 1112 f0 9I6 4 i4112'lD B a 7 1 - 14 11 /O S.e - - 1{ 1! 101Ie 1a5' - • _■_ e B 6.3 3 '3.3'- /{ 11 10 9 7-5 J.75 - 14'12 10 9 a a - i- 14 113"-10 9 8 e 6 ,4 12 l0 f{ - - - - 14 12 19 t63 1 - - - e a B B 7 3 _4 11 12 10 SS J - - H 12 10 9 B 45 - 11 112 l0I 9 D e - 14 11 7~ - - - 11 7 153 3.5 a_ 7 5.5 4S B._0. 14 t2 f0 • 5.3 - •- 14 112 10 9 e 4.5'- 14•12 10 9 8 a - it 12 /0 7 4 - - 14 12 TOT'!3 - - • e e 6 9 7d 7 4 -- I - ... - I-. - - • • e 7 55 4 - ♦S�EIAQATIONSHEETUSE roR 14 11 Ito SS 3 - - 14�12 10 9 e - - 14 12'10 9 a 55 - - 14'11 a5' 3 - - - 11.Int - 7 • -y - �j�A 14 t1211019 5 -_ - 14I12 10 9 e 4 - - 14112 10I9 a e '- - 14 12'9.5 - - - - - +4I 12 95/7.54.0 - ■ ■ 5'7.5 a K9 - 19 - 14.1210 6.5 4.5� 14 12 10 9 - - f1 1S 10 9 a - - - 13 9.5 4 - - 13193 e5 5 • ■ ■5 S 4 H•t 2-t0 65 4 - '- '- 14 12'10 9 73 - - "- 14 12 110 9 a - - - is 12 is 3 - - - - 14 12 10 0 a0 - - - ■ e •s a ee 0 3 11412 B.5 4 - - '- - 14•12 10 9 4e - - 14'12 It t0�9 7.5�- - - 14113.45� - - - - 14111a 7a'e 7d ■ 6 i 14 12 10 6 '4 - - - 14 12 10 9 7 - - - 14 12 10 9 B - - - 14 12 5 - - - - - 14 12 a 'OA - - - • • ■ t9 6,S { 14 12 9.5 a 33 - - - 14 12 10 a &a - - - 14 12 f0 9 j e _ - 1.5 A5 - - - - - - 1.5 65 5.51- - - - ■ ■ _ 1.5 H 12 93 6 3.5_ -'_- - 14 12 10 •�461- - - 14 112•I6 9 I a - 14 12'7 - - - - - 14 12'10 7a e _ - - •t•_■ a I - 1,5 {!I- 14 12 5.5 3 - - 14 12 +0 e 3 - 11 12 10 9 e - - 14�105 3 - - - - - la'1aS:7 �u - - - - B 0 7.SS 45 3 - -ii"12 94.5�31- - - 14 12�IO 19 "5 - - /4 /2'100 A - - - 1a,11�- - - - _ - 14'if 7A - - - -- - 14 17 14 12 10 - - - 14 11 to _ - - - os e S • a a e'7} a S - - _..i._ _ - - - - - - a e 5 e'e 11'-0� 14 12 7 - - 1{ 12 10 - - 14 12 10 - 14 12'S - 14 - - B_e B 11.12'4 - - •- 11.13 10 - I 14 12 f0. = --•- �9.1- _ _ It 7 �' 14!12 B5 '- '-'-' 14 12 10 _ _ _ _ 14.12 10 - f- -- - 13�•3 0 -; - e 6 6 5 4 3 - - -_-- -'_ _ 3.3 10 _ 7 _ _ _ _ _ e 6' 7 5.5 4.51 -r- 11 112�551 - - - - 14 lI 10 - - - - 1• 12 10 - - - - - 9._ 7 _ _ 14 12.55 - - 14 11 10 - - 14 12 10 - _ - - 1 12 4 - - - - 14 r12 10 - - e5 a • 3 12'-0- 74 112 3 - _ 1f 12"10 - 114 4 1 12'10'- 14, 9.a 1A•S / °i 6.1.514.1 {' - 1 - - - a 14 125 1 - - 239.'J - - - -+- •55'95'4.3•- _ 8'8' 4 5 4 - - 1 HV BLADE OR 1 HV BLADE 74.11-?J- - - ,- - u",1' f - - - I Is'- - .- - - - 4 12 - - - - -1_. 14 I - - - - -'- !-.15 It a..V i_. _ - 14 12'- - - I - I- s'tz' - - - - u ii _ -_ "_ - - - -t- - -!- csle - - I- - - - aia a 4rJ5I 4- W/ lA' HV WINDOW BLADE 14-- 12 - - - - - _ 14 17 - - - - 14 n - - - - -- aa.• - - - - - - e l LS - - - - - ! ! a• 4s!_ _ - - t4'- 1{ 12'- ._ ;- t- __ - 14 12 '_ }' _. 14 12 - - - - I- - 14'9 - - - - - - 14'ti+- - - - 8 i 6 ■ B 1731 a _- f1 i - - - 14 14 - = _ '4 '2 - G- _ _ I_ �° 4 - - - - - - +0'78 _ - - e 7! i � 3- - WORKING IN UNISON Tr - - - - 14 1 - - - - 14 - - - - - - - - - 14 - _ _ _ _ _ _ _ _ _ _ _ _ 15 - , - - f4 - ! Y _ 19 _i_-1 _ _ '.5 3■ _ _ • 7'4.3 3.5 3 10 te'-0 1 I I ��'.�.RRR _ - - - - _ � '•° �•° u75r48 f41J " _ 14 -1414 14 - ] - -_ RIM� ING ( Non Nigh VelocityHurricane Lone- ' - ` .•'. �� 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. `,�P� �� 9 A.SI.S.A. BERTHA HVTrA �T�IL �COI N Accordion Shutter System No.441 _ H.v 9340E#1 W/OR W/b Kv wroow eiADE American Shufter S stems *: * TILUT TESTING QI ENGINEERING COMPANY y n•ft oesce►11RH *Alt DRAWN Er: ALP STATE a355 aw.3aM.3..s+..]95,VROM GAROu45.NaaOA a]Ie ASEOa10flon, Inc. I CLD 17-107 /2/ We 02 2020 Ph-:(3D5b71-15J0.r9.:(305)971-1531 4268 Westroods Drive 2 -� �•• .--d:Im-11-1 m a DRAWING No 'SOi4 n'• OBI !� CA-00067SO West Palm Beach, L 33407 3 /x R 4' ``r WAIWR A TUR Jr. P.E • 20-1 64 'yiyrrru/DNA SEAL/SIGNATURE/WE "LOBO'` (44.67 a SHEET • 2 OF 2 SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A c D.DF51C-N NECAINE PREOM RANG AND A OOMPONDNG IIDL�N!RY_TYPE FOR SHUTTER1E OR CANINE SM INSMWTICNS (SEE MOUNTINGS E G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: IN28®comateigboicism a= POUM CONOEIE (A) TO EXISTING POURED CONCRETE:(MIA.V.-3 kTi) Mai EQWALL SILL MOUNTINGQH©CEILING MOUNTING FLOOR MOUNTING - 1/4'/TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. (Wn. f.- 3 kW) 7PAN ANCHORS ^_PACINO LEGEND - 1/4•e x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,DOLT&SPECIALTY COMPANY. (Min. fc- 3 kai) QQ ASA DESIGN NIBME PIS mm.9s',ksI OEM NWNE PRMK PAIt6 =Di9W MMALIK PRESSURE IWYO - --- -- 1/4"/BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. (Min.fc- 2 ksi) 30,40 60 78190'120'1160 205 30 1 40 60 1 75 90.120 160 30 40 60.75 90 1201160 TAPCON Z.H.E. - 1/4"/TAPPER+ANCHORS AS MANUFACTURED BY DEWALT.INC.,AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY OR ANY TAPCON RM C OTHER APPROVED UC04WD OR AUTHORIZED VENDOR REGISTERED WITH THE AMERIGW SHUTTER SYSTEMS ASSOCIATION,INC.(MIA.f'c -3 ksi) is 12.10 _ B 9 5.5 14 12 10 9 I e 6 _6 • 0 9 THREADFORM TECHNOLOGY 3,-0• 14 112 10 9 e'B 6 6 14 t3 i 10 9 6'B 6 1 6 11 12 10• 9 • t 6 6 OR 14 12 100 It e'e 6 6 11 12 10 9 6 8 • 6 14 12 10 9 • • 6 5 ALL PODS' 14 13 10 A s's 8 7 f1 7! 10 • 0 8 • • 14 12 to'9 • 6 6 BLUE TAP W/CAP A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 1♦ 72 f0 • • 7 U 14 /2 /0 9 • • 5 11 12 10 9 t 6 6 TAPPER+ -- ANCHORS IS 1 3/4•,AND FOR BLUE TM W/GP ANCHORS IS 1 1/2 4'-0• 14 1I12:10 • t • 6 6 14 1! 18 • •1•_ • • 14 12 10 9 •I• 6 5.6 A2)MINIMUM EMBEDMENT OF 1/4"/ 3/4'ALL POINTS SOLID-SET ANCHORS 3}WL BE 7/8"INTO THE POURED CONCRETE. NO EMBEDMENT 14 I12 110 ♦ 1411! f0 9 • B 9 4.6 14 12 10 9 B 6 _4 Si INTO STUCCO SHALL BE PERNTTEO. 1/4"9-20 S.S. MACHINE SCRLY/USED SHAG BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 6 9 6 4A 14 1! 10 • 6 8 OA 14 12.10 9 8 0 6 M 1"MINIMUM FOR WALLA WITH NO STUCCO. 14 12 10 9 73 _ - �!4 10 • B 6 t 6 N 13 10 9 6 7 3 4 •3EE u 11oN9 OF5'-0• 14 12 109 ! • 8 • 10 9 8 e O.e 142!10 9 a a 8 4b A3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 a 7 4 - e e5 6 SA 1/ 1Yt0e_6.5:35t3 ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 B 7i 4b - 9 a 8 6 '.. 11 12 10 9 e(6 45"` NOTES Al)&A.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WrrHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 11 12 9.3 75 51.3 15 6 7.5 33 4 14 12 10 9 B 6 43•J5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 1412 10'9a•2 10 • B 68 5 14.12i 10 9I B 65 5 �3.9 14 12 10 9 7.5 5.1 3 - 1•'12 10 as 7 5.5 4 3 14 12 I a 6.5IS5 { 3 I- (B) TO EXISTING CONCRETE BLOCK: (ASTN C-90) 14•12 10 9 a a 14 12 10 8 6.5 S 13,73 14 12 10'as'8 3 4 - !/4•/TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDER. 14 12 a &S 53 3 - - 14 12 10I 6 &S 4.513,5 14 12 110 8 � 7 5 -t 3 - 1/4•/x 3/4•ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 7.-0• 14_12 10 9 a a - - 14 t2 I to I f 6 7 5 4 7s 12 10 9'7 S 55 4 3 - 1/4•0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 11 - 1 4•/TAPPER+ANCHORS AS(MANUFACTURED 8Y OEWAIT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 11 12.10 6 6.5 4 - - 14 12 9 7.5 6 4.5 3.51 - 14�10.517 5.5'45..M -}- / 14 112 10-83 7 4 - 14 12 10 9 7.5 &5I 4 - 14 121 9 7'7y ♦., -- OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERMMI 510/TTFR SYSTEMS ASSOCIATION,INC. 14 11 7 53 45 - - - 4 12-,10, 9 75 531 4 - 14 12 9 1 6 45 3 1- 14 12 10 9 1 e 6.3'- - 14 12 10 • It 1 6 { 1- 14 12 to'a 'e5_5 '33 - NOTES: 8,-0- --# 8.:) MINIMUM EMBEDMENT INTO CONCFETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4•AND TAPCON 14 12 •3,7 15.3 3 - - 14 12.e 83 58 4 3 - 2.5 85: 6 5'4 3 =t= WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1 14 12 9.5 73'6 - t4'12 I93'6 T83�5 - /1 /2I 6 6 55 4 1 J 83au : 11 12 6 fi.5 5 4 - ♦. 8.2) MINIMUM EMBEDMENT OF 1/4"/x 3/4"ALL POINTS SOLID-SET ANCHORS St1A1 BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK-NO 14 12 - - - I{ 12 10 9 �751.5 e,_0. 14 11.! - - - 14 11 7 55 S 3.5 - - 11 6 55 4.5 3.5 - - EMBEDYFM INTO STUCCO SHIALL PERYTTTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG NIMMUM 51100LD STJCCO /4 12 .- 14 12 &5• 7 53 4 - 14:10.5 7 33 6 15'- _ E)(W.AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 151 8.51 5-5_4 i- - - - 14 i 12 9 7 6 4.5 - - 14 11 7 B.5 43 FLOOR. 3A - - 9.3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR 10,-0 11 12 1 10 9 73�- - - I{112 10, 6 65 5 - - 14 1 12, e I e 9 4 = ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 103� 7 5 l35'- - - 13 I lLe �S 4 3 - - f0,73 5 ♦ 3 - - - NOTES B.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR ETFS WITH OR WITHOLFT META STUDS CONSULT THIS ENGINEER. 14 11,75&5 - - I4 lA • 8 5 4 ' - 251951 9 5 4 ♦ FOR IN5FALLATION INTO UPS WITH METAL STUDS SEE SHEET 20. 11 72 a 63 SS 4 - - 13 10 63 s 4 3 - - 11,-0 14'12 10 - - - - - is'_12 9,7 6 '43,- - 14 ito.s 7 Sb M SD - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIDNS AND SPECIFlGTONS OF THE ANCHOR'S MANUFACTURER. 239.3 3 - - - -T- 12 9�6�454�3 9 � 71.33.3 3 -- 14 10'7 - - -1- 14'ID.5'7 '&5 4.51- - - 1.5 6.5•53 s5!170 - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. •s 7 4A - - - - - 14 :I S 7.5 6 5 - - - 12 9 6 43 4 - - 12,-0 f1 2 10 - - - - - 14 12 a 65.5.51- - 13 to.6.5}!1 4_ - _ - jNSTANCE VERSA($.,4�AQINS!-$.GHEDIILE FOR ANCHORS;: to 6.6 4A - - - - - 11 a 551 4 3.SI= _ - B 6 4 3 - - - MAXIMUM ANCHOq SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 3A 9.6 6 - - 1J �' 49 5 1 'OS 8 5 4 BY MULTIPLYING SPACYNC SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 14 '-51 7 5.5 4.3 - - - 11 ds' 45 REDUCED SPACING OETTNNED USING FACFOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13, /4 u!- - - - - 11'I131 75 6 512 9 6 1.S i - - - FACTOR OA ! - _ - _ _- - 10'73'5 4 3 1= _ - is'S5 4 _ _ _ - ACFLFAL 2A by;_ _ _ - _ 12'9 6 45 4 .-..--= 9.5 7 5 4. - - - EDGE TAPCON THREADFORM TECHNOLOGY All POINT SOLD SET BLUE TAP W/GAP TAPPER -__ T ER + _ - 0517.3 5 • - - - - V BLADE OR DICTANCE MIN.SPACING 14,-0 14 12 - - - - - 14;1as 7 53 - - 11 55'S.5 1.5 - - - - E.D. MIN.SPACING-3 ON.SPACING-3• MW_. SPACNC-3 1/2• INL SPAL7NG .7• 3 3/4• 4' 10 7A+- - 9 1 7,4.5 33 _-- _ - - 7 ; 5 -3.5 ]f_ _ W -vURED CONCRETE& EORD OAOEIE�CONCRETE 9D0L BECONCRETETE BLOCK& C�ONCRETTEE BETE(& 1t 8 3.5 U" - - - - 8 'Ll 43 _ _ _ _ - MIL ED•J 1/C'19{Ea•2 1/Y WE�� E Ep73 p llr - - -- - 12 9 6 - - L 43 - EA- EA-3 EA 15,-0 '4 =I L - .- J lo-1.S' - - a6 e e - _ - - - BLADE WORKIIA; HY ONG -�• _ 1•L 1_0r ago to _ w 0.78 2 MK 1_0•r 0.64 1.0 .- 9 -I_ H5 65' 4 -- I.• D 7 = - - - 2 1/2 0.51 yu _1= _ _t- - ,...�e'5' - - - - 6A s • - - - - - IN UNISON ♦ -z• - IOTA 14 - - - -1 • - •13 9 - - - - - - - - _ 1 3/4• - 0.91 - .. --' _ -- O.t.S ------ te-0 - - - - 2a 9s'e H- - - - - _ - -- - a - - -1-'- �-'- 6 04 - -'- - '- s 4A 5 - - _ tale 0 - 7 t - - - - 1- • • i - - - - - �( DA BUONG CODE(Fort igh elocity Hurricane 02020 T9.TECO.INC. ®2020 EASTERN METAL SUPPLY, INC. ,,,`P�''�� :. ! A/ _ BERTHA HV ,.'' \cEr ,F ._ A S S A Accordion Shutter System No.44 67 L E C O i N c. ■ ■ ■ ■ Kv M"/1 W/CR W/O KV.WtNWW RACE American Shutter Systems ZEV.Ph DESCMTaN DATE DRAWN BY: NP TILLIT TESTING & ENGINEERING COMPANY 2 DATE: 7 2 2020 STATE f 6335 N.W.3 51 St,.30..VRG1 GARDENS.f11AG J31r, Association, I 20 Inc. 1 OLD 17-107 7 I:( / Pnor4 305)071-1530 Foxx (305)871-1531 4268 Westroads Dnve 2 DRAWING No `CORN 0,. _-1:tiltac90ca- West Palm Beach. FL 33407 3 20 SS ONA ' ` -- WATER A TILLIT J -164 r.P.E. FLORIDA Lk.f 44167 5 SHEET AAAAYYAYN��NHA R16,``�EAL/SIGNATURE/DATE 0 13 OF 2 MAXIMUM ANCHOR* SPACING In.) SCHEDULE FOR A GIVEN MAX SHATTER SRAu A-c D DESIGN NEGMT PRESSURE RATING AND A CORRESPONDING Moupid TYPE FOR CONCRETE OR CONCRETE BLOCK 1 C'r t I ATIONS (SEE MOUNTINGS 1,J.K AT L ON SHEET 7) POURED OOMCREIE P013LED CONCRETE CONCRETE SIM ANCHORS CPACI FlTENO 1 WALK OVER& ,It I TRENCH YAIMW MO-)VIN4l : JORAFIGUARD MOUNTING ®WAU./FLOOR MOUNTING (L WALL/WALK OVER MOUNRNG r SMAN OEM MWK FR3RME ROTC 70 CESw11■w■E KQ9•E RIM(pd S0.tort Msi K FIMIRE RAT9C .NSW NEGATE PeS9AE M TAPCON ORTMO'pe(e) TAPCON WITH ADVANCED ]0 10 a0 73-W 120 1■0 201 a0 40 60 1 75 90 12O 150'205 30 40 Go 7S •0;120'160,20.5 30 40 60 75 90 120 150.2W THREADFORM TECHNOLOGY ,4 I �_ �1;2 12 12 1 1 _ 7 _ _ _ 5 5 5 5 AL_L POINTS SOLID-SET 14 121st / s e I■ 6 » ' 14 It 1I D.5'7 7 7 7 7 7 7 7 7 S 6 5 ■ �5 5 6- R ,4 /x(loe e I s / 1: a 12 a,■,e e '4.5 7 7 7 a 7"ss s ssa s s 0 ■ BLUE TAP4 12"70 � a .e_ / 12. 12'12 12�110 7.5'6 i 7 7 7 7 �7 7 7 3 �1 '6 s" 5 TAPPER+ ,. ,2 10 t 6 _ _ to 9! 12 '14 I.■u 1&5 5 7t;7 4 •_ 6 a a ■ a 4H 12a a 12 12 12 12 12 a3'7 55 i7 7 - 7 7 _F 8 .4'-O" 12'to a 8 I.■ / /2 1 1] /14 12 to a e { a 12 » ix » 10 73 s 71 7 -7- 7 7 '7 SS !- s e- 6- ■ 8 'S ra 12 10 e 3 e / 6 1! 1 1 i1 / 7 a 4 7 7 7 7 4 J S D 3 4 ] 5'-0- 14'12`'`to'D e 5 a r 1! » 12 12 10'n 5.5.4 7 '7 7 .7 7-f 7 �-i-'7 5 '5 -■ 6 ■ 6 S �S 11 12 Ii0 D e a '-/ / 12 » u 7d8-'�3 3.5'- i 7 I77 7 715 3.3 5 5 ■ 5 .a �S S 4 14 12 I0 9 e a ■ e 1! » 14 L3 1 8 6 �4.5 - 7 7 7 7 7 7 tea 4 3 3 t S 3 I S 5 3 4 « SEE ANCHOR 14 12 10 1 e a / 1 12 12 13 9 13 53 4 ] 7 7 7 1 7 u�3.3 a 5 a 5 a 43 &5 - SPECIFICATIONS 6'-O" r4 12 10 a e a f{ 1 12 1! 12 TO a a sa l 3 7 .7 7 7 7 s 7 7 6-.-5 1, s S s a_T■. ON SHEET 13 ,4 12 10's a s ■- 12 12 a a 'S '• 7 - 7 7r7 '7 7 sa I I S 3 S 'S '3 S 1 5 14 12 10 -a 6 I0_ aF 12 12 10'e u 5 7D - 7 7 7 7- -1 5 5 '5 5 S 5 43 14 12 10 e e / e 12 12 ;10-■ 6 ; - 7 ;7 7 • - - 3 S 3 5 s t a 7•-0" 4 ,t2 t0 a e • - a lz 17-i:LLeA'a e 4 ] 7 7 '7 7. 7 7 ?-i s -6 a.�6.�s N'12 -10 /- 8 It 6 12'10'e31! 4.a I3 �- - 7 7 7__7 sA a_ -] 0 5 la3,a } ,♦ ,z 'l0 I a' s • s- a 12 ,z-8.5 T 1 as 4 -- - 7 -7 7 7 a e' - _ 5 a a ■ s s 4 - Q VAUD ONLY FOR UP TO +70, -75 14 ,2 l0 e ■ - 12 @ e3 7 ss { 3 - 7 7 R _ _ - - s 5 s a s3'Js - - PSF AS.D DESIGN PRESSURE 14_12 12 10 f- • • I t - 72 12 '03,74 6 4.5 157 7 7 7 7 4 S 5 5 3SS 5j RATING & FOR SPANS PER 11 12 10 9 ■ It 6 - 12 9t �6.a 4 3 - - 7 7 3 ♦ - - 3 3 S ■ -3 { J - ii'12 10 9 'e a 8 - ,2 n 73 1 s s am - - 7 7 t 6 4a - - 5 3 s (S ?a 45 - - SCHEDULE /3, SHEET 11 14 12 10 9 0 5" - ,2 '1A 3 S as 7 7 63 3 4 - - 5 ,S a a 1 J I 14 12'10 9 a a l- i 7 12 93.�!&5 4 1 J 7 '7 7 1 7 7 7 �e a 5 5 3 1 5 5 :5 5 5 9_O" 14 12'10 9 a a _ - O.S•• a 4 •aj' _ - 7 I7 7 :�6 5 3-5 = = 5 5 S 5 5 4 -3_-- 1{'1210�/ 'a e - /2.100a5 �43� 7 *7 ] 165'` S _3S S 5 4 14 12 j 10 f e • - - 1] 1 7 {55 43 Ass 7 7 53 43 3' S 5 5 15�15- 1C'-0 14 1] 10•1 a ■ 1- '- 12 11 63 I a '5 IS3 - - 7 7 '7 1 7 7 13 - 5 i 5 5 5 5 _5 S 4S .__ - . _ N 12 10 1 e ■ - '-_93 7 '43 3.5'a - - - 7 ] 7 'SA I4.3 - - - S 5 S 3 '4S ].5 - - +1�12'10 9 'a 't - T- 129654 77763 � 355 �435 '. 14 12 10 9 ■ 3 - - 12 !b 6 5 4 3 - 7 7 5 { 5�- S S S 4 a3 - - 11'-0 14 12 lO I/ 1 e a - 65 161)•7 ISA 43 ia3 - 7 7 7 7 1 7 7 - S .s S S 3 S 5 's 14 1] 10 f 's I e - t2 I1o I 4 >s a - - 7 7 6 S 4 - - 3 5 5 5 • 3 14112 t0 f 'a�e n -6-'S,6 • - - 77- 7a54.5 5 '5 i354.5- - - ,4 ,2 1a D a 2 93 �° - - 7 4¢ 35 - __ 3 5 45 as 3 - 1 H V BLADE ONLY u 1x 10 f s - 3 as _ - - - 12'-O" Ie.S 6 • 3-' 7 7 7 7 7 a 3 I S 5 5 5 5 5 a3 3.s 11 13 H) 2 a 6 a { a - - - - 7 7 6.6 1.■ 73 I- S 3 ■ �13 4 a tt 12�10 1 f •-_ '_ _ 10'73 I a 4 -_ _ 7 7 ■ 6 --- a ■ ! ■ '.4. 14 12 - T O.a 4 3.5 - - 7_ 1 S 3.S - - 6 ■ 4A 3• 3 i4 12 710 9 a - 13 e3 • 4A 3.3 a - 7 7-+7 7 7 43 - - • 3 ■ 5 5_ /.b laA 9 7 '.S.a a3 2 7 7 1 3 ■ ■ l e • _2 To 9 .a - f 1 7 to 7s - - - I- 7`7 33 43 - 5 3 3 43 4 14 12 10 D - - - 10 73 4 - - - 7 16 4 3 - - - - a a { 3 - - - - 14'-0� 14 '12 10'D - 03 • ■.�1 4_ - 7 1 7 .7 '7 7 '4 - - 8 6 -- ■ -0 'e_4 .3 14 12.10 9 - - - ■ 3 _ _ _ 7 7 5 I73 - - a !f S 4 _ 14 12 10 D - - - - 63:1.8 4 -?- ' 7 7S ♦ ' 5 3 ■ I� • 14 12 10 _ _ _ _ _ p a _ _ _ 7 5' 3.S - - - - - 5 5 _ _`_ _ 14'12 101- - I- '= 1O'i3 6a a 7-'S 7 '7 .7.� - = s s '8 a 5s -i� 15'-0'14'12'10I- - ;- - - a .0 5 - - - - a .711.-s"s.._ - _ 5 '5 'em u'- •- - - 14 it 10 - a a" 4 - 7..7 is - _ - a 's e 4 1 1 - - - - - ■5 y- - - 7 5.5 3.3 14 /2 10 1_-_ - - - - 9S 7 4.3 a,■ 7 '7 '7 7 a 16'-0 "1� 12 10'- _ - 6 4.5 a - t_ _ 1__• 7_�63 4 •__ - _- T ■ �S { S3 - _ - 14 12110'_ - - - - 7.5.5.5':.751' - - 7 17 S'_ - - f' S - - - ' FLORIDA BUILDING COX(Non High Veloci Nurricane Zone `` �9111�111.) 02020 MTEOO,INC. 02020 EASTERN METAL SUPPLY, INC. P�� ' ' ' ' /r4 _ BERTHA HVTM �.' \CEN �'."9's= ASS A z _ Accordion Shutter System = No.44167 _ - • • • • N"v.9ICE/1 W/OR W/b KV WNDOW BU1OE * * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems cppprroN DATE DRAM FIT MP �'' STATE F 6]53 N.M.361N.X,S N.JCS,MRGnIA GNpENS.ILORCN JJI^ Aa=OCIOIIOr1 Inc. , OLD 17-107 /2/202: GATE: 77272020 4268 Westroads Drive?9'• P7one:(305)e71-7530.Far:(J05)871-153, ! O F •-man: Nlecoe9olmm DRAWING H0 �ORI. ..� z. CA-OW6719 West Palm Beoch, FL 33407 a 4 s '•NC �N MALTER A T(UT J..P.F. 4 20-164 ''4ps/INA SEA_/SIGNATURE/DATE FLORIDA co /44167 5 SHEET 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in) SCHEDULE FOR A GIVEN MAX. SHLTrER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16& 17). !S3 LJ E=3 !S T RAT E SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN T' SPRUCE PINE SPRUCE PINE 1/2• MIN. CDX 2 W�/MIN. G-0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD 0NU G 050 W/ W/ MIN. G-0.43 W.' MIN. G=0.36 MAUMur SPAN 00 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS COUNG MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.D.WALL MOUNTINGS B.O. WALL MOUNTINGS D.O. WALL MOUNTINGS M. N. 0 & R W & X M, N. O & R W & X M, N. 0 & R W & X P & 0 S &V S &V S &V ;c B9DI Mrax�s Itus WaL nN MW F713M Net C Wl KM RIM P"A WK(.4 Sa CM KOM 11BBR BOR(MI LW®IsrE 1i61H ACID(0 Sa MM NWA FIMIF INK W S D9a R0B1E R MW WK W WD WK less M a) OM l ROM Ee0 W :E av EM MWK M W 30 140 60 75190 OS 40 W 665 90 05 30�40 60175 90 •05 30 40 6065 90:OS 30 40 6075;9C�'05 30'40 BO 75 �90 -05 30 40 60'75 90 005130 140 60175 90 'L 10 80 75 90 05 JO 40 6p 175 190 05 _-0'01 LESS 12 10-10 9 e_ e 6 6 8 6 6 6 12 f 0 10 9 0 8 6 6 6 8 1 8 6 12 10 10 9 6 8 6 6 B 8 1 6_-6 6 5 4 4 4 J 12 A 12 12 12 12 12 7 12 12 12 12 12 12 12 12 12 172 12 4'-0•-- 12 10•10 f ! 0 6 6 6 6 6�6 12 f0 10 9 8 -8 8 6 6 6 6. 6 12 10 10 9 _B 8 6 IB---B 6 �6 6 6 5 4 a 4 3 12 i12 12 12 12 12 12 12 12 122 12 12 M_12 rl12 ,72 L12 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 0 8 6 e 6 6 8 S 12 110 10 9 18 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 12 12 12 I12 12 60. _ - . -J __ . _ _ _ _. - _ _ ( _ 8'-0' 12 10 10 9 6 6.5 6 16 6 8 3f4.5 t2 10 /0 9 0 S f 6 6 3 5 43 12 10 10 9 6 .5 8 8 0 6 S 45 6 5 4�4 12 12 12 12 12 12 12 12 12 12 12 12 12 12 t2 t2 �70`8.5 12 16 10 9 63 4 6 6 8 3 4 12 10 10 • S 3 e s e S 4 3.5 12 10 10 7_ S - 6 e e S _4 _S 8 5 4 4 12_ 12 12 12 12 12 12 12 12 12 12 RO 12 12 12 05&S 7.5 12'10 16 73 TS 3 8 6 0 S 4 3.5 12 10 10 6 33 - 6 6 S .S 3 12 10 10 4 - - 6 6 S .S 3 3 6 S 4 - - 12 12 12 12 12 12 12 12 12 12`11 I9.5 12 12 Iti319 T7.5 .5 p'-0" t2 to to,a ]3j- 6, 0 S3 3 __y3 12 10 9 4 - - 6 6 4. 4�7 3_12 10 4 3 - - 6 6 4.3 4 3 3 e 5 - 12 12 12 12 12 0. 17 12 12 t.58.5.8.5 12 2 10 s 5 10'-O" 12 10 75 4 _ 1- 6 6 S 4 3�- 12 10 6 3 - - • 6 4 3 3 - 12 10 3 - - - 6 6 4 3 3 __ 0 5 - - - 12 12 12 12 1 9.5 12 12 12 O.SB.S 7.3 12 2 9 7 8 5 1t'-O• 12 10 5.5 - -7- 8 6 43- - 12 10 4 - - - 6 S3 3.6- - - 12 70 - - - 6 i55 4 - e S t - - 72 12 12 12 10 8.5 12 12 12 9.5 8 17 12 2 0 83 .5 4.5 _._ -- - _ _ ___ _ - _ t 12 10 4.5F- - - 618 4.- - - 12-i10 - - - 6 S 3. - - - 12 10 t- - 6 5 •3.5- - 6 5 - - - 12 12 12 1 9.5Ll 8.5 7 �6 12 1 7.3 6 5 4 13'-0" 12 10 - - - 6 6 - - - 12 10 6 43 -_1 12 7.5 - - 6 N 5 _ - _ 6 S - 12`12 12 10. 85 8 6.5 5.5 12 0.5 7 S.S 4.S 414'-0" 12 10 - - - - e 5 5 - 12 7 } - - 3 43 - - 12 7 - -.5 i4 5 - - 8 f 3 - - - 12 r t2 12 19.5 87.5 6 �4.5 12 '9.S 3_ S I 3 2 - - - - - 6 - - - - 1- 12 1= - S - f - 12 I I- - 5 - - 6 - - - 12 12 11 9 .S 7 16 ♦ 12 9 6 S 4,2 - = = - - f- - - - - ,z - - 5 - - 1 - e '- = 12 12 t0S+d5 3 3 5 3 '1.58.SS3 4333- �I) HV BLADE OR (1) HV BLADE W/ 1 A HV WINDOW BLADE WORKING IN UNISON* ♦SEE LBI (IONS GI USC FOR 8V0' ON SME[T IB + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. I.ANCHORS TD WALL.FLOOR OR SOLID WOOD SOFFIT SWILL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE N.2 W/C-0.55(N.D.S) 1/4"0 TAPCDN ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX W/MMIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.DS.) EACH SECTION ON SHEETS 18& 17. -SPRUCE PINE FIR NORM W/G-0.43(N.DS) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(NA.S.) -MIN. 1/2"COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SMALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2018 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING All OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLIM BALDING CODE(Non High Velocity Hurricane Zone, ``1\1111�71P %, TI ,�� C2020 TILTECO.INC. 02020 EASIER-,METAL SUPPLY. INC. •... . T;'%; BERTHA A VTM P�•' EN 9 A■S e S.A. W Accordion Shutter System HV.131"#1 W/OR W/O HV.WNM MM E ND.44167 TILUT TESTING & ENGINEERING COMPANY American Shutter Systems ME V.1W DESCRIPTION DATE DRAWN BY: MP TIC'. * 63M N.W.3WI.St,fie.H15,W NA GARDENS,FLOMDA 3516. A06OC�atIOnM Inc. 1 OLD 17-107 ./2/2 DATE: 7/2/2020 STATE-f Phom:(305)571-1530.To.:(3C5)071-1531 4268 Westroods Drive : s -O••. DRAWING No O P -oil: OM6OMa.eom l4est Palm Beach, FL 33407 3 CA-i WALTER A TILLIT�,. P.E 4 2U- �� '''FSSI&N1A`��`LAL/SIGNATURE/DAZE R01"0A u�.R 4416J 5 SHEET OF 20 INSTALLATION-DETAILS ON EXISTING WOOD BUILDINGS FOR L) HV & 9 HV♦ BLADES AS APPLICABLE MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATION INTO WOOD WITH HV BLADE(1) ONLY SHALL WALL NISH BE LIMITED TO 10PRESSURE RATING, SHEET 19 FOR MAX SPAN 1/CON TMCON OR ADVANCED A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE c 1 `& I& WORKING IN UNISON REAOFORM TECHNOLOGY - — 1/4•0 TAPCON OR W/1 1/2-Min. PENETRATION _ TAPCON WITH ADVANCED THREADFORM TECHNOLOGY • - OF THREADED AREA TO I W/ 1 1/2-Mi.. PENETRATION OF THREADED AREA TO EXISTING I - EXISTING WOOD HEADER. MIL SEPARATION WOOD HEADER. (SEE SCHEDULE ON SHEET 15 I ' I 1N (SEE SCHEDULE ON SHUT IS) 1/4'e-2Ox3/1'S.S.MACHINE TO GLASS(SEE I, ]_ -,� 1AS ♦--SCHEDIAL M SHEET 11 11A"A\A\wN .t _ y Z�oN t , SCREWS W/ 1/4--20 NUTS 11 FOR m4oc(DA D 12'O.C. ON SHEET 19 FOR 1•Min.-- - LI ' EXISTING Is d• �.; , , \ullntkll ; -ED-• E'. GLASS--I d z 1WALL It y 3 a 15 FINISH Of WALL i NG MIN. ,I, J_.-..-.. FINISH 2'x'WOOD EXISTING NM. 'T � 2 :I HEAD REOUIRED I •OR I 2'x4'WOOD _ �' r EXISTING �y 11ON (�I ) HEADER REQUIRED f 1'••I TAHCOA OR TAPCON WITH ADVANCED GLASS I I I (_ 1� I� 1, THREADFORM TECHNOLOGY W/ 1 1/2- -f TO (SEE 1( I c - I Min.PENETRATION OF THREADED AREA TO SCHEDAE sfET VAND _ +j 9 _ MIN. SEPARATION To GLASS EXISTING WUOU H,EAIDER. ON 19 FOR I CLASS--I LSEE SCFEDUIE ON SHEET 17) --- ` i (SEE SCHEDULE ON SHEET 15) BLADES k�I 1 _- I 2'x4'CONT.SILL • -I "- PLATE REO"D" HEADER INSTALLIKTION O C HV WALL HEADER INSTA4ATION I OO HV WALL SILL INSTALLATION EXISTNG T I _ MIN.SEPARATION TO GLASS +i' i q _ WN.SEPARATION TO GLASS GLASS-, I,I I EXISTING ~—(SEE Sc.EWLE ON SHEET 11) ) "(SEE SCHEDULE ON SHEET 11) NIN. SE TO GLASS I 1 LASS_ FT<ISTING 1 3 WOOO T (SEE SCREW ON SHIM 11) � G 1 GLANS REO'D. t CI TI ACHINE SCREIYS S.S.M 1/4'I-20.3/4'S.S. , MMOLE 41REIlS W/ t 14 USING 1/4'-20 NUTS I WAIL 1/4'-20 NUTS 12' 11 93, HI IFI I I - O 12'O.C. FINISH O.C. n I I ;-13-o- nl11�,"pV 2"x4'CONT. O WOOD PLATE ,T -1211\:•�111 1\ j.! T =E0—EO- pi \ '11 _ •-, ` REO'D. I,Min i 'I A \ --_"1'Min. - 1/4.0 TAPOON OR TAPCON WITH ADVANCED II 'x4'CONY. I� I THR;ADFORM TECHNOLOGY W/ 1 1/2' 2 1/4 OR TAPCON WITH ADVANCED �x_ SELL PLATE , _ Win. PENETRATION OF THREADED AREA TO THREADFORM TECHNOLOGY W/ 1/2• I/ 1/4'0 TAPCON OR lIOTC: REO'D. — EXISTING WOOL'HEADER. ' Min.PElETRATIIX4 OF THREADED AREA INTD PI YWDOU TAPCON WNH ADVANCED 1-SEE SHLET 4 FOR TYPICAL (SEE SCHEDULE ON SHEET 15) -. (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2•x4' 1/2 HMI.F�� HREADFORM TECHNOLOGY SHUTTER ASSEMBLY. �I WALL FINISH PLYWOOD RE W/1/2'Min. PENETRATION OF 2-MOUNTING SECnCNS CAN ff 1/2'MIN. COX PLYWOOD REO'D. ��O IB'O.C.MAX. W THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO REO'D. PLYWOOD TO DE (SEE SCHEDUI£ON SHEEP 15) suR ANY INSTALLATION. C HV WALL SILL INSTA t eTION EXISTING HIV.2'x4'STUDS O 16'O.C.MAX.RFO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED To STUDS IN ACCORDANCE ACCORDANCE WITH wmF SECnON 23Oe OF THE FB.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE TONS OF USE OF ©HV WALL SILL INSTALLATION F.B.C. L°�O N,HD�ry� �11Ae1.• fLORIDA BUILDING CODE(Non High Velocity Hurricane Lone, ````_.f1�......... : /NI, 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. ��cEN8 '9'' BERTHA VTR, MLE C O INC. A,S�S�A� Accordion Shutter System No.441 Kv. elaoE 11 w/as wp tt v 1MNIXIW BLADE 9* * TIWT TESTING & ENGINEERING COMPANY AfiI�tICOF1 SFIU}I�r Symms Y.MI' aEscRrrwM DATE DRAWN W. M.P &W N.W.Wh.SL,sa.SIX.YIRfXF1W GARDENS,FLDIIOA 331 AgOGION011R Inc 1 OLD 17-107 /2 TIME: 7 2 2020 o'•, STATE C r / Pt_*:(3055)571-1530.Fox:(305)e71-1531 4268 Westroods Drive 2 FLORID ��1�'`� _—H: o B71a West Palm Beach, FL 33407 a DRAWING No S%"•'• C��`- WALTER A TDI.R h.P.E. 1 ONAL �.A0-164 'AAAFNnunul SEAL/SIGNATURE/DATE FLORIDAF uE/sslln 5 SHEET 6 IS OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & I& HV♦ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BG42E jl�ONLY SHALL BE LIMITED TO 105.0 f DESIGNP R SHEET FOR WALL KNISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1` & ,A-- WORKING IN UNISON r 1/4- 0 TAPCON OR 4"x8" Min. IIr E0-^- EO 2�Mft TAPCON WITH ADVANCED ( )EXISTING !- THREADFORM TECHNOLOGY SWOOD BEAM TRUCTURAL AOEOOUACY ! '�__�.. EDGE(IF APPLICABLE) W/1 1/2"Min. PENETRATION 1/4"�-2ftr3/4"S.S. R IXI571NC WOOD BEAM !� OF THREADED AREA TO 1"_ PHLiJPS ifiU55 NERD TO BE CERTIFIED BY � ' ! r WTI. MACHINE SCREWS REGISTERED ENGINEER OR _� -- i --- - EXISTING WOOD EXISTING M000 HEADER. (SEE SCIIEOULE ON SHEET 15) W/1/4"-20 NUTS ARCHITECT PRIOR TO EO -CEO - •F ---- -- —"'"'�fj' -=—' - - TRUSSES OR -/T/?t/Ill// - E0-�-Eq O 12,O.L. SHUTTER INSTALLATION. _ I/2"-_�. � r 1 -- RAFTER O 24' �• O.C. REQUIRED 1/4-0 TAPCON OR - \ll\ll\}\l\ TAPCON WITH ADVANCED --- �-- - EXISTING STI G SOFFIT \ .257" THREADFORM TECHNOLOGY _ Max. W/ I EAD Min. PENETRATION I I( -- OF THREADED AREA TO -EO,-EO-- i11s3/4' -'EO EO- .IT _ 1'x4"x1/8-COAT. ALUM.TUBE �� I OPTIGWL i EXISTING WOOD HEADER. S• -'-- '- (8003-TG ALLOY)W/ (SEE SCPEDULE ON SHEET 15) I II •8'O.C. I , ® © (3)5/16"0 LAG SCREWS TO Or ©Or 1S ) •�.Of Of EACH RAFTER CR iS11S5. II 1 iIf_ LOCATE NAG SCREWS AT - MIDNIDTH OF EXISTING WOOD EXISTING MIN 2•x4" I¢ t I MEMBER,(2"Min. NOMINAL EXISTING—I HEADER REO'D I1�4 1 OFEN HOLE A7 EACFI i WIDTH)W/2"Mn. GLASS ;_ ,IN.SEPARATION TO GLASS - ! (SEE SCHEDULE ON SHEET 11) EXISTING ! STUD TO ACCEPT PENETRATION OF THREADED GLASS— 5/16"0 LAG SCREW AREA.VAUD FOR Al CENTER OF'UBE. INSTALLATIONS WIl1 72Pef (' uW SFPWY:TXW I ^ MAX. AS.D. DESIGN LOAD AND (�S NV WALL HEADER INSTALLATION TO G�(WE II ry FxS7Ns j Tom,sPARa1a+ 9•-0"MA)L SPAN.THIS GAF a'SMi1 �. I SIIHE�E INSTALLATION IS ONLY VALID 11oN ia FOR af 9 mad i 100R 1�4 TI II MR MA(DATO ( FOR WOOD W/MIN. SPECIFIC aAMS(D&0 r O SHEET 19 F01 GRAVITY OF 0.50 AS DOUGLAS INDIES1-SEE SHEET 4 FOR TYPII'AL SHITTER ASSEMOIY �T,, I -- n l HA15(Tt® I .I DR ®O f1R OR SOUTHERN PINE Ao.2. 2-NouNn"`SECTIONS("II LIE LXIMIKNEO U CEILING INSTALLATION --- c - OR Eaua.. IN ANY WAY TO SUIT ANY�N.IAnON _ U HV CEILING TION -!I y I{I .1.OR®O (SMIN.SEPARATION TO GLASS S MIN. EE SCHEDULE ON SHEET 11) EXISTING ' 9;Q� EP F I TO GLASS EXISTING CAS\ , M/OES0 (SEE SCNE GLASS; DU L E �- 11)' 17+ ALTERNATE ANCHOR WALL : LOCATION FINISH 3/° i —I /4"HEX1/4 � /�"A" pox" Max. WASHeR HEW EXCISUTISNGS LI I ----_ I "CK REQUIRED 2.6'WN woo o 1f:OR r 2'.E• MIN. WOOD DECK REOURED (NO ALLOWED) FINISH ALLOWED) --. EDGE 311\S\ll\l\\ I9 EDGE OF DECK ��• �� OF EDGER DECK -ED__EL_ DECK IF IF APPLICABLE _ _- a- "-E� - g APPLICABLE -- IF APPLICABLE •" \ 1/4"4 20x3/4"S.S. _ _ 1 1/4"f NTAPCONWITH OR - 1•.' PHIWPS TRUSS HEAD Ems- -.-2"ys; - �� TAPCON WITH ADVANCED MI^' MACHINE SCREWS 1 2'x4'CONT ! THREAOFORM TECHNOLOGY W/ 1/4"-20 NUTS 1 4•TAPCON OR TAPCON WITH ADVANCED THREADFORM. / -- 1/4"4.APCON OR TAPCON WRH ADVANCED _ 2"MIN.RE PLATE W/ 1 1/2•Min.PENETRATION 0 1Y O.C. / 2"MIN. PENLTRAT ONMOFFCHNOLOGY THREAOED "A 1 1 OF THREADED AREA TC TECHNOLOGY W/1 1/2-Min. PENETRATION OF THREADED AREA 10 EXLSnF WOO XS D HFADLR (SEE EXISTING WOOD HEADER. AREA TO ERNG WOOD HEADER. (SEE SCHEDULE ON SHEET 15) - (SEE SCHEDULE ON SHEET 15) SCHEDUF ON SI�E'i 15) o HV WALL SILL INSTALLATION e�OQ"S"OF FOR ul HV FLOOR INSTALLATION �HV WALK—OVER INSTALLATION FLOMDA BUILDING CODE Non High Velocity Hurricane Zone �eIII11R11! AA 02020 TILTECO.INC. CD 2020 CISTERN METAL SUPPLY, INC. FRLA �'Ir , ,........ !ram'% B RT A HVTI, Accordion Shutter System No.441 7 .' = 7T17L E7C07, ~c American ShuiMr S ems Kv IXA0E/1 W/DR W/b Kv 1WN]OW BADE *; * TILLIT TESTING& ENGINEERING COMPANY Y» Lv.n DLxRrr1DN DATE DRAWN BY: MP ol• STATE 0 �� 4357 N.W.34U.SL,SM.30,VRGNIA GARMNS,RONIDA 331p Association, Inc. I OLD 17-107 7/2/202 DATE: 7 2 z020 Pnane (J05)871-1530.Fax:(305)671-1531 4268 WeStrOOds Drive 2 y�0'( FCQR10 ``•��t1�� •-na�°�a?•9•Ea^ West Palm Beach, FL 33407 3 DRAWING No �i�,(CS+'••.•.•••• \,O� WALIER A TILLR".P.F. 4 20—1 V4 '��Ap,S�ONA� ��``�SEAL/SIGNATURE/DATE FLORIDA Cc.If 44167 5 SHEET END INSTALLATIONS 1 HV BLADE OR '1 A WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS r1a'YM.wooD St1.eS wEo'D. 2 a1'r[N.woW _ S.rtEDb. 2 ia'NW. nO020 A1A6.. - /i.cwWn _ W sNos. (AS YFJFJWtE) rtY®t v L m'Ir�Wz Fs+sn+c cuss C \ I- vuTt6W r w I rnsnNc wss Ezannc awls - i / \ rx6TY+D cuss — rIt Y3 Wio+ RTYDDD �/M1T1 _. -3 _t/2'YIN.W% �- .. _ m QlSS(3E -•- _ - iD D.�(!Q m . . ,.ZS 'LRM . 1 sDEvl.IE w 5141 .- - - m QA55(SFL(SFE 1/3-WN.mll- 2 S.43 E w 9BT ams 9]�EL w 9e 1/1W'a]•W' Wnl•' w 9fEIs r�DN�° .•• r DQM B/Jh M)wO RTY'oDD. .� O twt ai-9I mI 76 (6DW3-m)DDnI. - fN Sn 1/2 YIN.COof t n Fd19N£m�`O e/ccsmr I Jt[.<wrwrz 1/r gTNOD°. a/Dlsma 39 ONt - a1®If© -. w sra*IY ILQ FWM AT EMXR OF 14 __ •YSE.•a rwr._ -- b QCCC ml sY.s. � __ - (wu-w w+uvt o Yn.ewNr t>;Vati urine nY>�ro 5 4 E .ro t OR�� Dnorpmc vj G 1 OR � - N xE DEINL I,FOR t OR t0, - °NECDD'R'L1S - sSEEVE c° `wncciw� 4.. 'C�-!(?i-Ce�•OO-O'®'�' SIQ C TFWECTR�cNs ®®- -V'V'-VZY'•V- ro i .s -O-O•SJ-®�•t;'t-` ro T—�~p i.p.p�•®- �•Ls-Q�•(�-©•®- e �®-(�•t�-Eir©-- +E3•fl-©•C�-©•E9- Q•,p•�•p•Q•r�. �Q•C�-CO•Q•O- n O ©O- O O 0--0) r0°- 0•(0-©O-0 Cii• Ci•®-Q�(�-(y»- 0 o-0 c a• O L4-©o-o c�- 0-o-0.0-0.9 c o-r.r�.e�•® 0-•0.0.0-0.0 END CONNECTION DETAIL T END CONNECTION DEAiL® END CONNECTION DETAIL LnsnNc wouml DADA Iar+tans cWUTDt WPn Ira•I suss /DAY TNCDM MICIY6 1/4'/TMODN Mlwo': /'Cxl!r S.YSi ' e/v 1/2•IK e/1+/r rIX e+5 C.C. ti YS41M1CY! Ens.Nc GL ss-- PEYEtN.WON•t2.ot. FEIl1NDVD •Ir D.C. i To a.•ss(g 4 ♦ SEE LIMITATIONS OF USE FOR .. _ wr Im WIOXIEaw.a©Yin 4 _ BLADE•1A ON SHEET 19 sFseWmw + ,w ` Cyan DADA' VIFV OML i1NSI' 2%4'IOI.WOW ONL ELM • °-�'�-�'©- Stull WQ*O. IWW91 •(�-®.�.�. ELM c�•Q•e�-©•Q•0- DIETAIL END CONNECTION DETAIL 111 END CONNECTION DETAIL(12' ROMA Bl1MNG COM Nan High Velocity Hurriccne Zone \sV•S fir\?\• //hb ®202D TILTECO.MC. A- 02020 EASTERN NEfAI SUPPLY. INC. Pam' S /Tli'•� BERT�1 A HVTV �•�. ' _\CENS •. 7LrE7qO IMc. A■S■St.A. Accordion Shutter System No.4416Itv.BLADE#�w/OR W/O Nv.MAN]ON 9lADE American Shutter Systems n. DEsc111"" DATE DRAW Of. Y.P STATE OF TILLIT TESTING d ENGINEERING COMPANY =•o`• ,�f�I�AT AssoalaHonY Inc. 1 OLD 17-107 r/z/zoz' DATE 7/2/2020 i 9'• / W'w "55 H_w.161n.SL.S+e.J05,MGiN4 VJNIEMS,fEDnM 3J1 �ORIDQ w� 4268 Westrooda��e 2 O •. R PnoM:(305]a71-:Sw Faa (3os)ar1-1s31 DRAWING No -,.wa. cOG06719.=om. West Palm Beoch, FL 33407 3 S/ONAL V' WALTER A°TI T_', P.E s 20—1 64 /'/rl/IUIIINIIII,\\ FLORIDA Uc. I .167 6 SHEET P.E. SEAL/SIGNATURE/DATE e i I I O g.C.�-t4, • GENERAL i I FTATIONS AMD DriIONS OF I ISE FOR RFRTHA �> 3 0 0 5 1.MAX.AS.D.DESIGN PRESSURE RATING:t110,- 110 pat. 2.MAX.SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A D.C h H ON SNEER B,7;AS WELL AS MOUNTINGS M.O,T.U @ WON SHEETS 18®h 17�}�ONLY C DTERW 5�2� WH OPPOSPIC LAYOUT.M CASE OF OPPOSING >. (D2�NDARRA�CL Y o,Oa I3WI A MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF '`jo2O CEBTERW E. TYP.EA.END 0 A 5. (A)W WINDOW BLADE�SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3.0 HOLES)FOR O PER BLADF AT SPACINGS SHOWN ON SHEET t- 44 I I I ' (R)MIN.CLEARANCE FRO TOP OR BOTTOM EDGE OF HV WINDOW BLADE 9 MAIL 5 WINDOWS Z A A OF ANY 3'0 HOLE FOR�4 SI44LL BE 12'. ALUNIEWIKDOWDBLADE I AT HV ' ! (C)FIRSTT OR LW BLADE COMING OUT FROM sTARTERS AT ENDS MAY BE HY WINDOW SLADE (D)HV WINDOW 1�S ILADE 1�/ MUST BE USED ALTERNATE TO A SOLID HV S ADE 1O THROUGHOUT SHUTTER'S WON. A (E) TES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV p I n g3��x' BLADE 1 AT ERNER SIDE OF THEM. �T)Fj SEE END .o ! I I N` I (THE INTERIOR OFATE HV WINDOW THE OPENING BENG PROTECTE SVINL,BE D.HIV WINDOW III MUST E E CONNECTION �iY 4 4 ONLY INSTALLED ANO LOCKED USING A HV SETTING TOOL PROM BY ASSq DETAILS ON SHEETS,a TYP I ■ INC. FULL HEIGHT. III.SEE ANCHOR SPACING SCHF:DUIE FOR INSTAIURONS INTO W000 FRAME EET?, .TPi75 BUILDINGS ON SH 15.AS UNITED BY SPAN AND DESIGN LOAD (SEE NOTES 999 x 1 :2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTAUATIOFfS INTO POURED 1• �4( 11 1 �I CONCRETE OR CONCRETE BLOCK WALL ON SHEER 12 A 13 AS LIMITED By 4 i SPAN AND DESIGN LOAD (SEE NOTES 1 &2 AB0MC). 1.! B.MINIMUM SEPARATION To GLASS SCHFDUI&PER ASIM E-1996: I D .�ry;.:• (SEE PLAN FOR REOUIREMENTS) ..,�. I N_ND --IB3S TYP TOP BOTTOM t% �M Cl M..SEPARATDN_TD I-_A5_5 NUMTTEDDWID'• - 1 THRU- GLASS cognNG GLNss: ELEVATION :SEE SO�ULr ON s�;,fOR�m 4 —— AND ON TI9s SHEET FDR eADFS M& 5 (SEE NOTE 4 ABOVE) 1-6 N-0 J ,� 21:,22 \ TO. s,'Y ./1L_CENIkRMATES �, \ / 1•NW .'-- W/2 OR L ANT W/O I ( NO_4 ABCVF) - TYPICAL 1 BY BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* N.T.S. FLM BUILDING CODE(Non High YeloCity Hurricane Zone ®2020 EASTERN METAL SUPPLY, INC. ��c :L Irbil , v2D2D RLTEW.INC. BERTHA HVTM �*�'�!: uCEN `-✓9 /TL E C O 1Nc. A.S.S.A. Accordion Shutter System - No.441 7 KY.RADE t1 w/OR W/O Kv. wwDM SAM 3* American Shuster S stems * TILUT TESTING B ENGINEERING COMPANY Inc. REV. otm7-10 2/2 DRAIN BY: 2 STATE Association, c , OLD Ir-Toy /z/2 DATE. zl212o20 0755 N.N.J61A.St,SN.J11S,MRGIMA:GINS,RDRIDA J]16 �•�'. 0 � PHo�r:(3osbn-T53o.Fax:(3O5)971-Issl 4268 Westroads Drive ■ DRAWING No ��HI� ;'��4 •-,,,oIL Bn.wowLwm West Palm Beach, FL 33407 3 20— 64 WALTER A TILLTT Jr.V.E. A�'A%NNAIIuL ASEAL/SIGNATURE/DATE FLORIDA Lc.j 4A767 ` SHEET F 20 11/2'N MOW THICK — in '... INSTALLATIONS W 1 HV BLADE & HV CENTERMATES 0 Min ASTM A-153 GRADE 40 Yin. .'VAFEES:'_I / -1 2.000"YRN.I- Mln.C-n0 SAT ISE"D.C. " �'9K` NTO METAL STUD WALLS * 1- METAL STUDS AT 16-O w '- r --- - e P.I.C.a ID 4 t 4- ' i 47s" * 1/4'■ NOMINAL ® GENERAL LIMITATIONS AND CONDIflONS OF USE ® pLU111NU11 SLEEVE I r—� J ; FOR BERTHA`1 HV BLADE ACCORDION SHUTTER I 6063-TS ALLOY CONT. G a'/TEE oTRAC•THICK Min.i _, $ I ,ti SYSTEM INSTALLATION TO METAL STUD WALLS COI.CALV.FEEL TRACK CHANNEL I O 6'O.C. a a'O.C.^� - SEPARATION TO GLASS SCHEDULE 3.000' ASTY A-453 GRADE w Mn.G-60 I _-_ f GALVANIZED rASTENED TO STUDS I ' R/(2)Jax1/Z-TIX SCREWS ON i EXISTING FINISH (5 i. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) Y°"- WTER!ON&EXTERIOR FACE _ ; AS APPLICABLE Q 2. MAX. SHUTTER SPAN: 84" MINIMUM WIND ZONE gel MIN SSEPARATIONpp55 ASTM E-1996 SEPARATION LENGIH r 1"- EXISTING GLASS .sS—�- Glass E 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS (SEE SCHEDULE) -® 1 THRU 3 1" ® 1/4"l-20X3" BOLT �) 4. ONLY 1 ARRANGE 21 A M HV LOCK ARE ALLOWED MUST PENETRATE 43c 1' WITH 21 ARRANGED A METRICAL LAYOUT. I O a USE (2) (6" LONG, MINIMUM) MUST ALWAYS BE 4 4- 1 b/A'x 6 1/4•v D.°]5-THICK"i,; EXISTING flNISH - t INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF -1.377"-• CONT.GALV.STEEL ASTM A-.GRADEWALK CHANNEL,I AS APPLICABLE G-601 CENTERMATE. 250"- r --.050" GALVANIZED FASTENED TO STUDS I i-- W/(2)+8a1/2"TEX SCREWS ON 1 >43c I.TO -QR-x I In INTERIOR&EXTERIOR FACE 1 __....__-_ 1 o s'O.C. o Be oc. 1/4"0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR ® �!4"A ELCO CONSTRUCTION ---___ 1/2' ® CENTERMATE 21 APPLICATION WITH BLADE 1 - 2 O � PRODUCTS FAB—LOK HO win.1 112n-8 3 cru THICKD W. I --VARIES. ® O.C. r M°,. COMPONENTS MIT. Sr NILt FEE` '" MS WALL HEADER/SILL INSTALLATION METAL STUDS�tA1a"O.C. vin.�- �� FX671NG FINISH AS APPLICAaE SCALE: 3/8'- I" (TRIP.TOP a Bontom) - - -. EXISTINGI A1S1L1T1 A-F-CaS 3'/ TDRACK THICK -z �——— SS RE CHINNEL, 40 Yin.G-60 . I ,. ..-:.• .. , - .I• GALVAWED FASTENED TO STUDS SYMMETRYCAL �; SYMMETRYCAL iI N/(2)(irut/2"TEN SCREWS ON I 143a 436'43c. I ; ' I MIN,SEPARATION,.WIPoES..: , urtERIDR d EXTERIOR FACE I CENTERMATES W/ CENTERMATES W1 I; I• EXTERIOR ACCESS.SIQE ; . INTERIOR ACCESS SIDE (SEE sa1EDLLL) ►MK.. ` :4 --- -- — _ ----------------------------- a"(TYP.) - IN (6"Min.) IN —_'— --- I -------! 4 ----- -- ------ _=-- Gm 21 al N -'�r;r° `2LOCNIAT L------_------ - --------- ----- --'------- '�----- - __---- ------ — '—__, -- �'�� HV MEAM"I ENDS 3 1/4'(TyP)-- Min.) 24'1 '�r SIDE CONNECTION 0 TRACK -.-` _____---.-a 1/2"(ryp-) __ r____ _.____. _ ._ 8 1/2'MAX. SLACK 'k'k (c°n1., jY kn BLADE SLACK DETAIL HVF SCE fIORDIA BINLDING CODE Ncn High Velocity Hurricane Zone JET.$1 My, 92020 TLTECO,:NC. 02020 EASTERN METAL SUPPLY, INC- �`��P�� '' " /�l✓9-s BERTHA HVTM �.• ,\cEr _ A S S A Accordion Shutter System IL EC O—� �Nc. N0.44 BFs+�+=_�3�?`__ ■ ■ ■A. Nv.BLADE/t w/at W/ONv.WINDOWr3ADE * * TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N, DESCWMDR LATE DRAW"er: M.P "0•• STATE F ` C=1 N.R.36M.St..Ste.005.VIRGNA GARDENS.FLORIDA 33169AeeOCIatIOn, Inc. T OLD 17-107 /2 OATE: 7/2/2020 %'p'•, Plw e: (305)871-1530.Fox:(305)871-1531 4258 Westrocds Drive O F P 44 —.11:tflt—ooNl.eow 2 DRAWING No =, c�.• (ORI west Palm Becch, FL s3ao7 s 20-164 '�hA�L�s/O••• G• ` -- wKTEPG ALUr Jr.P.E. 4 G FLORIDA Lie./44167 a SHEET AAFFAAng11R1 LPf@��SEAL/SIGNATURE/DATE