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HomeMy WebLinkAboutProduct Approval KNAPP RESIDENCE File copy 5001 TAM OKA CT. FT. PIERCE,FL 34951 OPENING WIDTH HEIGHT # 1 75" 126" #2 58.75" 66" #3 58.75" 66" #4 81.5" 53" #5 62" 66" #6 32.75" 41" #7 32.75" 66" #8 75" 66" KNAPP RESIDENCE g,� 5001 TAMOKA CT. File, COPY FT. PIERCE, FL 34951 Rear reA J � l T � ront 11612021 Florida Building Code Online BCIS Home Log to User Registration Hot Topics Submit Surcharge Stan&Facts PubResUorts Contact U BCts Site Map Links Se.arco FJb opr oo�l Product Approval File Copy USER:Public User R ) P[ntluLr�,pruval iAenu>Prnmict or AQ11llcattun Search>Apphcption Lst>Application Detail REVIEWED ■ O R FL ii FL389-R10 CODE COMPLIANCE Application Type Revision Code Version 2020 ST. L CIE COUNTY Application Status Approved BOCC Kl Comments [��7 IIJJ VV K Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed 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 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 RAU Lr)I COi ASSA BLApEj WU FL389 Rl0 Col COI ASSA B ADEI 2 odf FL369 Rio COI S:oI AS BLADe3.Qdf 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 www.floridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXOwtDgvYYHH2vivx53MWsXdCGtOXPGxaL8B7Zzg%3d 113 116/2021 Florida Building Code Online Product Approval Method Method i. Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 1 1/0 6120 2 0 Date Approved 12/15/2020 9Ylnnf� ary of Products FL f Model,Number or Name Description 399.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks(top 3- (Non-HVH2)-Drwg 20-165 and bottom)for storm protection Llmits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA SLADE3.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 1 FL389 R10 AE PER ASSA DL;I)E3.-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 s HV3 blade w/o window blade and W-11"for 62 psf,9'-11"for i 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations Into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 .Extruded aluminum Interlocking blades rats ne y tracks(top Only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection Limits of Use Installation InstructionsI,( Approved for use In HVHZ: No f'I_a]?9 GRW �QASSA BLADEI. 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 171389 R10 AE PER ASSA ULAUL.Ludf negative ASD load depending on centermates and locking rod Created by independent Third Party:Yes configuration for the HVI blade,8'-0"for+64,-72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7'-0"p,s.f,for metals '; 1 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. j 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking-bled-es re�ained 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 r_ R10 ti DRbb' ASSA 5LADE1 2.Rdf 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�ER_ASSA BLADEI z.pdt for Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively Contact Us::2601 01air Stone Road,Tallahassee.Ft 32399 Phones 850-487-1824 The State of Florida is an AA/EEO employer.sg- ht 2007.20j�,State of Florida ::Pn�y Statement::Accessibility Statement:;RefuLW Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questwns,please contact 850.467.1395.*Pursuant to section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 4S5,F.S.must provide the Department with an email address if they have one.The ema,ls 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 em;0 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: .nr E ® r.^r„E El Credt'Card _ Safe www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaL887Zzg%3d 2/3 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 EDRgN)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONAL"FACTOR Kd-0.85,USING ASLE 7-18 AND SHALL NOT EXCEED THE MAXIMUM TABLE OF CONTENTS (A.S.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 ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES(V BC BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19& 20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS(Ni THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND URGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 160Y.1.2 OF THE ABOVE MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE& WINDOW DETAIL -HV BLADE� 00214.01-03.00715.01-03. #1004.01-05. #1214.01-05. /0317.a2-06, 00609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2• HV BLADE n AND HV WINDOW BLADE CUl AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1, 2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPL.II;ABLE) ' -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1806 AND E-1996 (A1IS9LE LEVEL 0,WIND ZONES 1,1, 3)BASIC PROTECTION ONLY AND/ 0725.01-98 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. IN BLADE( AND IN WINDOW BLADE (9 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.Y.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14.2.75'AND/140.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 k9i YIELD STRENGTH AND 180 ksi 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 BEM THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLAY.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 SECTION SERIES ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 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 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.-3 3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE QQ 12.13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE(D&@ 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 PARE BY U.S.S. PATENT#5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 METAL SUPPLY,INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DLRRING 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 11/ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEWS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (o)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY- (c)THIS P.E.C. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SWILL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SMALL SUBMIT YD THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED T. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone iU1IIll 02020 TILTECO,INC. 02020 EASTERN METAL.SUPPLY,INC. a P .Hp...i. ,y - BERTHA VTM �\CEN ''.,�= I L �CO�,c A®S S A. Accordion Shutter System aT z H.V. BLADE#n W/CR w/o H.V.1WDOW BLADE N0.441 7 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N, DESCRIPTION DATE DRAWN BY: yP TIM N.W.36M.St..Ste.305.VIRGNIA GARDENS.FLORIDA 3316. AesxlatlOn� IflC. 1 OLD 17-107 /2/ DATE 7/2/2020 STATE Phore:(305)871-1530.Fox :(305)071-1531 4268 Westroads Drive 2 �y o R:1 6-9001.eors West Palm Beach, FL 33407 3 DRAWING No C0RI - G-0006719 20 -1 64 WALT s•.,•.... ER A.Tlln Jr.P.E. 4 ''yi,As/ONAL '. SIGNATURE/DATE FLORIDA uc. u167 s SHEET 6 1 OF 20 3•.,Da M:ME® nncs MWL 1.200- t •ll- 334. E- v `�=Lam! 4.1157• _ 4.999' 1 qL, �5)HV 90'z180' STARTER �1jV UNIVERSAL FLOATER COVERED DER US PATENT N 545817 ) QUALIFIED FOR USE W/ �� QUALIFIED FOR USE W/ HV BLADE(j r4) HV BLADE Q7 IS�! s 6005-T5 ALLOY AND TEMPER QUALIFIED FO E W HV 6063-T6 ALLOY AND TEMPER 'SEE UMRA\7110N5 OF US SHEET 19 E _ T I ALLO PFR .J73_ _ 51 6063-TG ALLOY AND TEMPER 3.226" L500" 124-._ $ (TYp) A ice• n - - .670_ 2 _ welt .i ' n I- — I�:L_.z ow S R uon- 07 HV ADJ. ADAPTER W/LIP — �m s7s-. 3.Y1¢'-_ - OLMUFIED FOR USE W w ' BLADE O QUAL D FOR USE W/ HV 9 HV TRENCH TRACK •- -zx• �9]HV AN. FLOOR TRACK 6063-T6 AlIOY AND TEMPER � TEMPER BLAD ONLY. lJ BLADE 1 Q OR USE W/ HV /.� BLADE G 6063-T6 Y A l'Y HV RAINGUARD QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER VARIES 1.938• 3-T5 ALLOY TEMPER QUALIFIED FOR U E W/HV BLADE _LMccx. - u tom. J6 1.1 ' 6063-76 ALLOY A D TEMPER 0 L977• _._ _.-__ -. $ ___06J• __.063• 063' $_._.083• `d �- 7•QI oeD• °6°• i� em' .l s 4�'1 �670' 1:6e6• e�11 •-`"y6m, 'P s• .__.-____ 3.529" _ ;p711' •��J*' 111 HV CEILING HEADER 1. HV HEADER/SILL 13 HD CEILING HEADER/SILL 1520 0 IF1ED FOR USE W HV BLADE{7�ONLY, QUALIFIED FOR USE W/ HV BLADE�1 ONLY `� / TYY``"" 6063-T6 Al AND TEMPT CUALIFIED FOR USE W/ HV BLADE 1 1 NS FOR VALIDI SEE SECTIONS FOR VALIDITY OUAUFlED / HV 63-T6 ALTO TEMPER 6063-T6 ALLOY AND TEMPER BLADE I ONLY X 6063-T6 ALLOY AND TEMPER TI 1-- COMPONEM A 8 T1 T2 X Y I IAY1%MN Y MN t t 1j T S•MAX. t/e" t/6• 3• 3' '0. 2" 5"MAX. 0.192• 0.192" ALIFIED FOR usE w/ HV ALUMINUM ANGLES zs• r MAX. D-,9o• a19o" CORNER POSTS QUALIFIED FOR USE W/ HV BLAOF Qi OUAUFIED FOR USE W/ HV - - - BLADE 1 6U63-r6'ALLOY ANC_TEM ER BLADE`nI ONLY '. 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' _ (DlQill 02020 TILTECC.INC. 02020 EASTERN METAL SUPPLY,INC._. -- V�'�� . BERTHA 3.• ��CEN 9 L E C O 6 N�. A.S S®�� Accordion Shutter System No.441 7 KV. RAGE#1 W/OR Wt KY.WNDDW BLADE - American Shutter Systems DES_ mP„o„ eATc DRWJN 61, Mr 3*; * TILUT TESTING h ENGINEERING COMPANY Association, Inc. pU) 17-107 /2 uaE 7/2/2030 STATE 0 /ZVI j 5 N.M.]: ( 51.,SU.15 NRG x CM0--)9 1-153 ]J' 4268 WestrO0d5 Drive !P1,one: (305)e71-,s3o.ro.:(30.`)671-un � •' . moa:6Aeeo�aol.eom o --- DRAWING No �:�•<`•'FZDRIO r c1-oo0e719 West Olm BeOcn, FL 33407 7 20—1 64 Owl' ''�•. WAITER A TILLJf Jr.P.E. e _ DNAL ` S�NATURE/DATE rLomoA Lk.r 441e7 : SHEET OF 20 CAST )fir`- L 1/4--2m1/2- t C-ZO DIE CAST �.74�• b "P gyp •-- I -�---- -r.334• TAT Hr I� HOUSNG OWL _ (2 T'P.) I.©1'q BAKED PLO 1 °L l �Ito M PJRNr- � 1KNOB.fo45'. 1 _ � OWS CYUNDE7t DER�/ NI+i- ..I'W' kA�(GNOME NED)1 HV CENTERMATEQUALIFIED USE W/ HV BLADE 1 1 ONLY 2 HV FLOATING CENTS M(�ATE ' --1.325' ^ ''' HV LOCKSS LOCK6063- ALLOY AND T OU LLD FOR USE W/ HV BLADE 1)&'1A�ONLY _J.O23' _ _ <875- QUALIFIED FOR USE W/ HV OR USE W T 6063-T6 ALLOY AND TEMPER HV C BLADE 0& ®ONLY O ALIFlED FOR USE W/ HV BLADE(I)ONLY 250'O.D. te' Te• 2.874• _ GO63-T6 ALLOY AND TEMPER PLASTIC READ 2 1.756• _922_ '�. _.. VOIDE 4.043' _ _2_ O SCREWR m " D T - I _ iDrD•_ o6ti y s 825' ' + BEFONE RNETYiC '0°r ��4"�-20 x 3/4" 1/ 4'0-20 RIVNUT� z r-; S. THUMBSCREW ai S+ �f21' *SERIES 9444 ALlNVY(2021-73 ALLDY)LARGE' [THIN z.750• _ 1 7 ..^r1��--' �' 01 2. HV MALE 'T' SH—NUTSERT,PART/D520.As MANUFACTURED BY AVDEL PLAN 'RCM - -ELEVATION LOCK CENTERMATE 4 PP- CHERRY iEKTORN,PARSIENY,NEW JERSEY 0705<OR EQUAL 47) LOCKER FOR "T' LOCK CENT RMATF QUALIFIED FOR USE W/ W BLADE 1 ONLY �' HV FEMALE "T' LOCK CENTERuerc ® HV "T" LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER U QUAUFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ !AN BLAME(1�ONLY QUALIFIED FOR USE ALLOY HV BTEMPER TONLY W/HV BLADE 01 ONLY. BLADE ONLY 6063-T6 ALLO" AND TEMPER fi063-76 ALLOY AND TEMPER' 1.917 T.917' _ ' 0 felt 'm 4 _ E . 6.Oe3. - - I .432 ' a — m _ .I 432 1.0." THUMBTURN ci I 214' m o 'p63 - -__ __. CYLINDER OR CCC214• . 1=� ' KEY CYLINDER ` -�'- !a b n .1 Yin. .405 $ 1 .125'VOA. cr HD ND CENTERMATE W/ LOCKING ROD I m m m 0°0 0 - QUALIFIED 6063 FOR US E 1)& A' QUALIFIED FOR USE W/ HV BLADE 1 & 1A ,41 CENTERMATE'S INSERT 6063-TB AND TEYPE 6063-T6 ALLOY AND TEMPER �'J CA) --- -... • QUALIFIED FOR USE W/ HV BLADE& 1/1•°-m ss.OR 3/e'.-t0._ 1.130' 6063-T6 ALLOY AND TEMPER ACETAL 1HUYBSCFE95. ------_ CAE DETAILS) -_._. ;1�2' - THUMBTURN CYLINDER I _ �0 I, KE" ___...__ + I H r _ CYLI S NDER ® LOCKING RODS 176 HD LOCK T -T6 ALLOY AND TEMPER HV 3/8 ACETAL 0 ED FOR USE W/ H BLADE Ci, �, FS� H�/ ' -20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK DOLT LOCK. us; '♦ti—�G � 5 INSTALLATI HOLE THUMBSCREWS SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ IIV BLADED& D ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE W; HV BLADE 1 QUALIFIED FOR USE W/ HV BLADE'`] FLOMDA BUIUAN7 Coff(Non High Velocity Hurricane Zone �1 11!' 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. i BERTHA HVT. IS % 1 L E C O 1 N Accordion Shutter System No.44 67 `, = ■ ■ ■ ■ H.V. MADE/1 W/CR W/O KV VANDOW MADE ='� * American Shutter Systems OESCA140N -- wrz ORAE91 Br YP -- TILLIT TESTING & ENGINEERING COMPANY STATE F ' /` Association, Inc. i'- // s •,• �Q�fp sss!t—l:( 5)sa.153.Ttc"u (305)5,Hama!!1B OLD 17-107 /2/202D M7C 7 2 20Z0 h268 Westrocds Drive Poona:(305)871-I' opp1C0(mDs)671-u31 = _ DRAWING No �r�/�S•-• .(`�\����� • n1Oa-aarre719 West .Ulm E3each. FL 33407 7 I� 7/A S/�.•• -��`'1"--_.. WALTFJi A TgLR Jr.P.E. ♦ 20�1 64 �7�7NNrNNA11 "SEAL/SIGNATURE/DATE FLORIDA Uc./44167 5 -_ SHEET r OF 20 SHUTTERA SEMBLY SCHEDULE FOR -HV (It HV_A HV BLADE I TO BLADE TOP .0625" EDGEJ 1875-1—t W BLADE 1A 1w Ww6w BLADE .0625' .11175" Y W LONG RECESSED NYLON BUSHING B1=5 0 .0625'-- re,i-------------- (IYP) W SHORT RECESSED NYLON BUSHING35 0.05 FLAT RI- HV W&ON HAT WASHER (D OR (9) BLADE LE 3750' W WHEEL CARRIAGE AISI 302-303 SERIFS 11w. L4 44 0.870*x3/16m THICK NYLON WHEEL. 14 2 7/8-MR. 141f w1wrAl 0.188'0 AJSI 302 SERIES S.S. RIVETS • .315'0 CLEAR -M -o&75W' ----------- BE WEEN --HV 1 3/4"-ACCORD SEPBALRAADE 1-062503 ION PIN W/ JS HEAD EXTERIOR Z�- -t 5 3/4' ----j8 HEAD 9 ON CENTERS HV 2 3/4-ACCORDION PIN W/ 0 2"Ile PaLtLR-LEYmi 4,5"� • ME" I' J POLYCARBDNATE NPACT RESISTANTL E— TAPS TYPICAL HV WINDOW BLADE 1 h AND POLICARBONATE HV WINDOW -DETAIL @ OOR al @ or N.T.S. WEOUIREME TS)NOTE.FOR I 1 (D OR (9 i ' *POLYCARBONATE RESISTANT HV WINDOW BAYER MAKROLORIT5 POLYCARBONA:rE C I:CERESINS, UV-STABILIED GRADE OR SABIC HV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR To 8 14 INNOVATIVE PLASTIC LEXAN 103 RESIN HV i, HV (D OR (SEE NOTE 'F* ON SHEET 19) Ii -V PIN (D SHALL ALWAYS BE USEC A7 ALA i7X7ERiOR BOTTOM KNUCKLES OF HV ACCORDfON SYSTEM W/ HV(D OR fl.....T, POLYCARBONATE SOURCES FOR HV ® BLADE. EXTERIORTFICAL SHUTTER ASSEMBLY I - PI lax CKAX L T�PRCPV� sr wvs (2) HV PIN 0 WAY BE USED IN JEU OF E) AND ONLY AT My PIN O&QAT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(j) I BLADE'S KNUCKLE. 00.324' f �anc ,SEE NOTE * FOR ASW D',12 a"3 ft/.., C043 lb/4* BLADE WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7. .04� REQUIREMENTS) ASw me SAW-L 9=P.J. THICK S.S. WASH F.—�STRFNGM AT YE,0 ASN M 11.500-A 13.400 FLIMIAL Uwl�s ASTU CM 34C.000— 30.000 AJ (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16 ER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. EtSHEET 0C1.=am AST.o250 a WHEEL CARRIAGE DETAIL W E ASIV M.3 47.2 2 #.*EMBLY LAYOUT RAM or wM. AM 0835 C-1 CLASS C-1 c4W 'ELF*14MC, ASTV 1,1029 low 21,81o'Blo, A911 CISS TE1.1va-3 �41M=p Ivu in 9= I HV BLADE SOLID JA HV WINDOW BLADE DETAILS �S-E ST�SM., AM 635 we, -i- 14.7 S. FLOW Ca(Non High Velocity Hurr;cor)e Zone, ^2021]TILTEGO, 0 2020 EASTERN METH SJPPL". INC. BERTHA H TEA 6, Accordion Shutter System A.&S.A. H.V. EI1.AOE#1 W/OR W10 RV.WNDOW BLADE NO.44 6 American Shutter Systems TILLIT TESTING ENGINEERING COMPANY ?E7w No DESCRIPTION OATE 3PA*%SY .P Association, Inc. I Seth.51.St..Job.MMA TTAFMM,FUGRIR 3'111 OLD 17-ICI -1212 OAT- 7/2/2020 STATE ho-:(305)871-1530.F. (305)871-1531 4268 Westroads Drive —2 Z West Poirn Beach, FL 33407 3 DRAWING No ST.0;*,%- A4 WALT CA-0006719 %e.. 20-164 �q .. ER A MLLIT J,P.E. 4 N FLORDA "167 5 =g�L-�." /SIGNATLJRE/DA-E 1 6 SHOT F 20