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Home My WebLink AboutProduct Approval S I R � ��, � - .•.,fib( �� ! C BCrS Home f Login User Registration Hot Topics f Submit Surcharge ! Slats&Facts Publications I Contact Us Itl BCIS Site Map Unix ' Search j Florida '`� Product Approval r USER:Public User UEr:i76:+i LCpr} 2 n,s�rBlYa:a Product Anproval Menu>Product or Application Search>Application List>Application Detail FL# FL389-RID t/1R Application Type Revision Code Version p20 R�yE■v�'E�p� Application Status Approved YY�D fr CODE COMPLIANCE Comments STo LUCIE C Archived B4^��^a ®uN Product Manufacturer American Shutter Systems ASS®ation,Inc. J/7' Address/Phone/Email 4268 Westroads Drive C I v West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative File COPY Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category oAccordrio' Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tlllit,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 ry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FI389- R10 COI COI ASSA BLADEi ,pdf FL389 R10 COI COI ASSA BLADEI 2 pdf FL389 RID COI COI ASSA BLADE3.pAf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R10 II DRWING ASSA BI.ADE3.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 RIO 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,S'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf,9'41"for 5S psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top -I- Only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 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 RIO 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.E A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p,s.f.for HV1A working In unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 RIO II DRW ASSA BLADEI 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 BLADE1 2.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copvright 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 mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 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: "l G' jr—SVEM 150M.4 ECtE^k 51 Credit Card Safe •� e GENERAL NOTES• I.BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.OJ WAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(7th WITiON)OF THE FLORIDA 13UILDNG CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SWILL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE ME NTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISO10ON WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM(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: W BLADES(1)& QA BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. _ GENERAL NOTES SHEET 1 IN ORDER TD VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS I1N USED IN THEIR SYSTEM..COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR C0-1.60 WAS USED FOR VERIFICATION,OF FASTENERS IN WOOD. - -37 SHEET 3 Art.REPORTS: BERTHA-H.V.ACCORDIONS SHUTTER SYSTEM's ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1 SYSTEM COMPONENTS 21 MENTIONED .2 OF THE ABOVE MENTION CODE AS PER TYPICAL SHUTTER ASSEMBLY 3 -44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV SLADE 0 e0214.01-D3,#0715.01-03,#1004.01-05,01214.01-05.#0317.02-06, f0609.01-10 AND 00270.01-11 AS PER TAS-201•TAS-202 AND TA.S-203 PROTOCOLS AND ASRd E-11186 AREA 2E (•((/ BLADE G)AND W WINDOW BLADE_7(lA AND E-1096 STANDARDS(MISSILE LEVEL D•WIND ZONES 1,2&3)&11220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICAM -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1.2,3)BASIC PROTECTION ONLY AND®0725.01-68 AS PER SAS 202 PROTOCOL TYPICAL SHUTTER ELLVA7ON&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 5 2. IN BLADE(D AND HV WINDOW MADE e 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, CONCRITE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2.75'AND 614xl.75'RESPECTIVELY,41D-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEEr 8 STAINLESS STEEL SCREWS WITH 135.0 keE YIELD STRENGTH AND 180 ksl 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 AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-TS ALLOY IS 30.0 W,AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 T 11 6005-75 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALSSHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL MAXIMUM SPAN TABLES SHEEMATERIALS ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 Ad MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411,321.4. ANCHOR SCHEDULE- CONCRETE &BLOCK SHEET 14 6.BOLTS TO BE AMU A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksl MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE fO: 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 END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6779.582. COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT g5'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: HV WINDOW BLADE Q ONLY 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.COH[RAC70R TO SEAL/CAUL( ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BURRING TO PREVENT WIND/NUN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 ALL HV AND LOCKS. 10CEACH UNIT MUST AND BEAR POR LO K IN A VISIBLE PLACE WITH WARNING NGTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR LINERS, MUST PROPERLY CLOSE ALL HV AND HD AREA 4: FN WINDOW BLADE Cl)ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 17D9.9,3 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 GUILOING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO_ 13.(c)THIS P.E.D. PREPARED BY INS ENGINEER IS GENERIC AND GOES 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 CONTRACTORS RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED NVAUD IF ALTERED 13Y ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL 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 SWUL SUBMIT TO IRIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, (a)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' IL III 02020 RLIECO.INC. @2020 EASTERN METAL SUPPLY,INC. BERTHA HVT.M 01 \\CEN F' OL C O inc. �,S0S0A0 Accordion Shutter System FLV. BADE#1 W/ol?W/o FLV.WINDOW BLADE N0,441 37 ' Amerf ShuHer Systems V. OESOMMM DATE BRONZY. U.P TILUT TESTING &ENGINEERING COMPANY Association. Inc. I OLD 17-107 /2/20 tuTE 7/2/2020 =_*• * 6369 H.W.36th.SL.St4 30.WRGx1M GNMOS.FLORIDA 331E 42fit3 WeStfOOdS Drive 2 STATE !° �� Phone:(305)8mal t1t .Fax:(305)B7I-1531 o �/ DRAWING No FCDR(C WN7mEdRGil�aR0671 P West Palm Beach, FL 33407 ! 7771 20-1 64 ��''�o`,ss�ONAL '•G`'SEAL/SIGNATURE/DATE noRwA ua.I 44167 B SHEET OF 20 L x\o/DE® sb,' iV V _ 1_918_ 494a'Ta✓�,'__ __� �1 HVBLADE HV 90-/1SO' STARTER COVER HYENT y s4sBne 3OHV UNIVERSAL FLOATER QUALIFIED OR USE W/ QUALIFIED FOR USE W/ HV BLADED V 0I ECT U HV BLADE FQ1VB s 6005-T5 ALLOY AND TEMPER Q RED FOR USE W 6063-T6 ALLOY AND TEMPER •SEE LIMITATIONS BLADE ON HEFT 19 B[AOEQ 37' ® 6063-T LOY ANU PER '144'I r6063-TD TEMPER 3226' 1.500• ! . • i (¢- H - .670• 2.226* 1 n •994'' 272 oLB15�f_092' I T nl -0072- I`"-- I o.o7z HV ADJ. ADAPTER W�LIP - QUALIFIED FOR USE W% HV ®HV WALK-OVER TRACK `- -' �HV ADJ. FLOOR TRACK BLADE 1(D QUALIFIED FOR USE W/ HV 9� R NCH C 1. 6063-TS ALLOY AND TEMPER BLADE 1 0 ED FOR USE HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER SLADE0ONLY. 1l HV RAINGUARD BLADE TQ 6 63 T6 ALLOY AND TEM R QUALIFIED FOR USE W/HV 6063-T6 ALLOY AND TEMPER ^1 VARIES al 1.976__-, 1 1.9j5-__� r B ADE 1 I T s 1.935" 6063-76 ALLOY AND TEMPER 1_stt bl o L-C83' _�!083• I �( .083• mol I -06'" o' ..093" 'n; m 1 N i _093 .125_ { •"i If -- - 0 .F- - - • :060• .O6D• mt A60" n� 1670i•oo N� :0__ _ , @?l 670 1.886•. o mom$ 167a'1 , --- \' ? ,•+ L_ L-----. 1� 33T9_-_- 670J ?1a, 1 HV HEADER SILL 91 HV CEILING HEADER F L 13 HD CEILING HEADER/SILL Q LIFlED FOR USE W/ HV BlAOE(1�ONLY, QUALIFIEC FOR USE W/ N BLADE 1 ONLY SEE SECTIONS FOR VALIDITY.- 6063-T6 ALLOY AND 7EMPE QUALIFIED FOR USE OR A BLADE 14 W LL S L SEE SECTIONS FOR VALIDITY QUALIFIED FOR USE W/ h'V 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER Y ,, II COMPONM7 A a 71 T2 -- x r t ' full( bV1 X M71 Y MN t !J >� 2• 1_2" 10.125" Y 15•MA%. 1/8• 1/8• 3• + 3" 10.090• —' 18 2• 6•M". 0.192-i 0.192• 16 SIDE ANGLES e j_... _._� ^� OUALIFIED FOR USE W/ HV ALUMINUM ANGLES `, ; rqJ CORNER POSTS n I zs• 7 MAx. D.1so• o.t9o° BLADE 0 QUAUnED FO�USE W/ HV __ ____�__I __ OUAUFlEDBLADE ADEU(D W/ HV 6U63-i6 ALLOY AND TEMPER BLADE 7 ONLY.6063-T6 ALLOY AND TEMPER 5 2" IS`MAx.10.139•I0.731" 6053-T6 ALLOY AND TEMPER l FLORIDA BLIEUNG CODE(Hon High Velocity Hurricane Zone' 11 III 02020 TILTECO.INC. ©2020 EASTERN METAL SUPPLY, INC. ,,,,.��P 13ERTHA HVTM a CEN pp ��8�® Accordion Shutter System ir, 01., E Co Q NC. H.V. BIADE#1 w/OR W/O KV.WINDOW MADE N0.441 7 a American Shutter Systems a* _ TILLST TESTING & ENGINEERING COMPANY Y Lv. DEscn�naR DATE eRAWR 16r: a.P 63"NW.36th.St,Ste.364.Vrt?MA Wi6W9,iLCKOA 331c. Association, Inc. , OLD n-to7 7/2/262 11VE zo 7/z/zo $ STATE 0 ��L02tJ Pha+ro:(309JB71-IS30.Fm:(305J371-1531 4268 Westroods Drive z DRAWING No ,e a mot fatttoOaacom West Palm Beach, FL 33407 3 0 O• R YGLIER A.TIL!rt r.P.E 4 EET 20� 64 +jb SEAL/SIGNATURE�OA'IE FLORIDA u�g 44167 6 SH2 OF 20 29, t/4'-zmt/t7. t/s•-2° r-DIE cssT R, 229 6.SDS 'mA-U) }I- HOUSING �GP�NEN�IFMDE L S ') f-OM °- 0— PA E.NAEMGRFLE SS T URN KNOB. r ?. ,.062• n �� 0, r. n�f o ci-, --_ oil A_..._.�OE__ � •.__. 1 1 ri�•i avI - yy I c L326' UMER IS SPAM(CHROBRASS OME (CHROME I PPLATEO) I t 21 V C E M sr. 1�._ :- .o ® HV LOCK V EG ESS OC QUALIFIED FOR U B 1O& 1A ONLY i]F H FL O G y�O�;.,1, "60 ?5,_„j I o. ii]]FF y� s.Ts l QUAUF(ED FOR USE W/ HV UALIFIED FOR SE W 6063-T6 ALLOY AND TEMPER QUA IED FOR USE W/ HV BLADE(1)& lA ONLY _ 3.OZS•---- / Hy 6063-76 ALLOY AND TEMPER IL,]I C CE E BLADE Q1 & ®ONLY. @ ONLY. r O ALIFlED FOR USE W/ HV BLADE 1 ONLY 250'O.D. sta^ 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD o' 18' T^I�1.766" .922_I 4_, _21� MOLDED TO_._,-} M - N SCREW t 2+1 ry •\ 6til f �i /lam I olY I al .360'AFTER RNEnNG .77 I n o �% iv c� PN4, si- si 111 �T- `625� " BEFORE RNETING ow P.I n 1/4 @-20 x 3/4 " THUMBSCREW a. 1 4 0-20 RIVNUTe *SERIES 9444 ALUMINUM(2024-173 ALLOW)LARGE FLANGE TF9V '�_2150• `� __.2TR:-,-.J I I ---'�'S-+-'-i5 "'1 m SHEET N01$NT.PART(f 0820.AS ILWUFACIUFEO 9Y AV°Fl PLAN I FRCNr ELEVATION HV MALE " " OCK CEN ERMATE CHERRY 1O00RN•PARSIPPENY•NEW JERSEY°705<OR EQUAL ® _LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE t ONLY 2� HV FEMALE "T" LOCK CENTERMATE ® HV " " LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/HV BLADE 1Q ONLY QUALIFIED FOR USE W/ HV BLADE(71ONLY A/HV BLADE 01 ONLY. BLADE 7Q ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND 7EMPE 1.9177, ,�65 063^ 1tt,QQQ 063• c '�_._L�l�L��• 4y2�_� t,0'��I 2 i ( I --.._� - THUMB" 214' -2I v A63�"062" �.1 ! ;!1�=^' i KEY CYLINDER DR m I i is -q HEY CYLINDER .5w Jj yIn tn la I - Tn r I 0.875 win. 5 m ml g� n m� t .125'Nar. 31 D NO LOCKING ROD ® HD CENTERMATE Wj LACKING ROD o QUALIFIED FOR USE W/ HV BLADEiT)& A QUALIFIED FOR USE W/ HV BLADEM&tIA) 6063-T6 ALL ®3 HD CENTERMATE-S..INSERT *- YUNDER 6063-T6 ALLOY AND TEMPER 2'MIN. QUALIFIED FOR USE W/ HV BLADEC& 2A-20 s .cN y/e o-te 1.130" 6063-T6 ALLOY RAND TEMPERTHUM95 HUN9TLIRN (SEE DETNLS) _ YLINDER OR KEY /2"t15' m __ L . __ -�-- _—r`.._. — a! LOCKING ROD A �f _ - -I HD LOCK QU LI ED FOR USE.W/ HV BLADE C NV 1/4" 0-21) AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 63-T6 ALLOY AND TEMPER © HV 3L8" �1t] ACETAL E IES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1 & A INST TION WILL REQUIRE A 7/16 HOLE THUMBSCREWS QUALIFIED FOR USE W/HV BLADED DRILLED A CKS FOR PROPER EMB DMENi QUALIFIED FOR USE W/ HV BLADEC1i FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2020 iILTECO.INC. @ 2020 EASTERN METAL SUPPLY,INC. '�CE9 BERTHA HETM 1 L, i�C O i a e- Accordion Shutter System No.44 67 © E9 El ® KY.BL.AOE#1 W/OR W/0 Kv WNDON BLADE * * Amerlcan Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y v.n °Es°wPTI°w DATE °RAWN ev' M-P STATE F /��issoclation. Inc. I OLD 17-107 /2/202 wee 7/2/2020 z ��0-20 BSSS N.W.NN.SetH se s�.yw•wmwu GAROE76 ELDHM mIe Ph—.(3a5)871-I530_F-: 305)871-1531 4268 Westroads Drive 2 O •.. IORI � L ma4,tCA-�eeom491.eom West Palm Beach, FL 33407 3 20-1 64 w�DAu 8 ul P.E. s SHEET Y�'E� SEAL/SIGNATURE/DATE a 3 OF 20 SHUTTER ASSEMBLY SCHEDULE—FOR—] HVL�V 1 'w. C 6CE -0625' TO BLADEP HV BLADE I --f, .1875' .11A) V&6MV BLADE ,065 W BLADE 1A SLATE'S "o OpCNltjli�I 1875" Y -14IN W LONG RECESSED NYLON BUSHING KMNUC14LE .062 ---------- ----- C3�-' W SHORT RECESSED NYLON BUSHING W NYLON HAT WASHER (DoR(13 :X1EyrJR 14V WHEEL CARRIAGE A1S1 .302-303 SERIES 40 0.870-x3/16- THICK NYLON WHEEL. MIMMY 2 7/8'MIN.1 CLEAR 6.1880 AISI 302 SERIES S.S. RIVETS EPAPATIC14 L SETMEEN 06' BLADE 1 -5- HV 1 3/4- ACCORDION PIN W1 #8 HEAD R X:a—;I FENINGS I I 0 5 3/4" EXTERIOR :ki 141'as fF— f _'w -- I 1 /4� HV 2 3/4- ACCORDION PIN W/ #8 HEAD AND RESISTANT HV WINDOW _EEN TYPICAL HV WINDOW BLADE Q-A POLYCARBONATE HV WINDOW DETAIL Ti. POLYCARSONATE IMPACT RES] N.T.S. (SEE NOTE FOR I REQUIREt,ENTS) POLYCARBONATE IMPACT RESISTANT HV WINI)DW (D oR BAYER ?AAKROI ON' 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC HV pill 1 11 .1 CE 1 11 1 116 PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR -. : = -2, - BLADE 8,rip INNOVATIVE PLASTIC LEXAN 103 RESIN Z (SEE NOTE "F" 014 SHEET 19) HV I HV(A G)OR (1) I-.V PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM A'/ HV(D OR i POLY AT SOURCES FOR 44 P5 HV BLADE. EXTERIOR TYPICAL SHUTTER ASSEMBLY ".. . I."I Srx=V — 1 HV PIN OR AT f (2) HV PIN WAY BE USED IN LIEU OF AND ONLY AT EXTERIOR BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF 141V ACCORDION SYSTEM W/ HV(f) J, (SEE NOTE S FOR BLADE WHEN CORRESPONDING TO INSTALLATION! "11", SHEET .048 41 REQUIREMENTS) ae M;sw 1W SinEl:Gli Ism vl- 9.4D,Rzi 9-:0 PLj. ST&r?,GW AT 1,RQ 11.4CO,1.1i. (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICKWASHER S.S. WAC FLEXURA4.MODUWS ASm D730 0.0 . 00 0 ,L 345, ,J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET NOT. moo $Gw MU I?17-1/k itff-/. WHEEL CARRIAGE DETAIL ASTO 92M 11.2% -5%— N.T.S. #.??EMBLY LAYOUT Pitt Cr liumma ASM Dan C-1 CLIW C-1 CLASS SELF*111= ASM 0192a IGQ-F wo-r VEATFMHI- AM CISS TOME Mezw AFTE2 MATOSI-4: fzw 633 9wz HV BLADE SOLID & 1A HV WINDOW' BLADE DETAILS MISLIE STRM WME WN 7d G AST1 03 8"61 ZZ63-I. FLORIDA BUILDING CODE(gon High Velocity Nurricone Zone11111 , 02020 TILTECD,01 02020 usrmi mETAL supFLY.INC. BEIRTHA FfVTfA ,x%;,p Accordion Shutter System ye...fps- Flo A,SmS,Ao RV. MADE#1 W1 OR W10 RV.WNDOW BLAJ)E 44 6 American Shutter Systems 1EV.W UESCRIF11011 DATE OWNIN BY: IAP TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17-107 7/-2/202C OATE: 7/2 2020 5M3 N.W.3111h.St..Ste..105.V.RQ?itA WDO43,FLOP19A 3316 Fhcna:(305)871-15410_Fax%(3115)(171-1531 4268 Westroads Drive 2 DRAWING No P F FL 33407 3 STATE —W:tiltu.ftd... West PaIrn Beach, 20-164 CA- 0571EI --- WAITER A.TtULIT Jr.P.E. 4 AL/SIGNATURE/DATE FLORIDA UG.#44167 5 SHEET a 4 OF 20 �_ ®' •�'��'� *NOTES ON HV LOCKS AND CENTERMATES: D c c �' 9 Y x s r, D °�• L35� (' 1.MANDATORY CONDITION N: ONE HV LOCK @ ar @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN -ri 1 OR 12"ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105%AND FOR NST TIONS T ANY 1 1 ELEVATION.HV LOCK ar MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED T0 }T 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 I TYPICAL SHUTTER ELEVATION. �S 4a '� fI � _ i b�J u ~y es 2.OPTIML PPNDMPU IV: IF DESIRED, FOR BETTER PERFORMANCE OR FORSECURTIY_PURPOSES,UP-To-TWO HV 1J�IZ�Ii 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. i LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. xva fS USED LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY aa�(',as i�0 ca® �'f --24'm ' BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS®OR AN ALTERNATIVE DEVICE ly MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSRION). vet, i 1 4, MANDATORY CONDITION/2:ONE HV LOCK Q� ®5 BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.HV LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO®CORNER CENIERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS o H°_c-Hv_e I AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �C MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. I I o 'cs8�3�5 5. .. OR 22•ONE ALTERNATE hY LOCK CS MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT N 19By I = OF 1/4"0-200/4"S.S.THUMBSCREW TO @1'•OR®CENTERMATES SHALL BE MADE W/ 1/4"0-26x3/4'ALUM. RNNUT AS SHOWN ON SECTION HVE,SHEET B.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. f6.MANDATORY CONDITION J3 FOR KEYSTONE WOUNONG INSTALATIONIk ONE HV LOCK 0 or 0 or @ SHALL BE 1 USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR Ir ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP i I _ TO Or.AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or®or®MAY BE USED AS AN INSIDE OR 71 OUTSIDE LOCK,ATTACHED TO Q or®SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. SET END—' 1 I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS @ W/ CONNECTION '� t i� ""3 OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON L SHEETS 10& YV i I r 18 TYP. FULL a -- *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. -35 ' OF CORNER I 1.SECOND ALTERNATE TO M&NDMW CONDITION#11 VALID ONLY FOR NV Ir L005 66-Ap CENIIERHATIES AND CENTERMATE ONE ALTERNATE HV'f'LOCK !Cd MAY BE INSTALLED IN OF HV LOCKS OR FOR ANY SPAN AND Qcn®�©+0�0�10 +O op I srauaTION AT ANY ELEVATION.AL NATE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATrACHMENT O ©+� OF LACK®INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION MG.SHEET S.WHICH MUST BE 10+ 5 oa 3 1 1 a CONNECTED TO CENTERMATES @ AND®B 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. NTD A 1/4 Ox 5/8'R(VNUT.LACK MAY BE INSTALLED AT MIDSPAN OR 12- C+70 7O'�1'�8 OR MAXIMUM ABOVE AND BELOW MIDSPAN.USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. g ®��e O9+1©a 19+Q5 eR 12• *NOTES ON HO LOCKS & CENTERMATES: 1. NO =K 134 W/HD CENTERMATES(31 OR W W/T38: ONE ALTERNATE HD LOCK 33 MAYBE USED IN UEU OF TYPICAL !1) HV BLADE SHUTTER ELEVATION HV LOCKS t4 OR @5 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK IA MAY BE USED N.T.S. - AS AN INSIDE 00 OUTSIDE LOCK.ATTACHMENT OF HD LOCK TO®IS W/3#8 x 3/8"F.H.S.S.MS.,AND INCLUDES REINFORCEMENT NSERT®AS SHOWN ON SECTIONS HD8- AND ADC-HVC.S�4HEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @ IS COMPLETELY OPrKNAL FLOW BUILDING CODE(Non High Velocity Hurricane Zone' ` WII�IiI 02020 TILTECO.INC. @2020 EASTERN METAL SUPPLY,INC. j{l BERTHA IHVTM � .-%,\CEN '��= �' Accordion Shutter System {I1 ® sae. to to e ® KV mane g1 W/OR W/0 KV WWW SIZE _ ND,441 TlLL1T TESTING 8 ENGINEERING COMPANY American Shutter Systems lv.N. amouPDON DATE DRAWN at UP 5* Association. Inc. I OLD 17-107 7/2/202 DATE: 7/- 2020 eaaa N.W.a:( 5.)s:a J00. .F. O 305)8RDDN%1-153FLOM1 J318 4268 Westroads Drive E DRAWING No a' STATED PAone:(JD5Q9.00:BUT e-ft l.min 5)e7t-157I West Palm Beach, FL 334D7 ,20— 64 F :' � cA-acca71s4OR10 WALTEA A TRLIT Jr.P.E.EAL/SIGNATURE/DATE IDA Uc.d 14167 S S�OF 20 —CONCRETE ANCHORS POURED CONCRETE - POURED POURED (SEE SCHEDULE ON OR COND CRETE BLS/ -1/4'0-20a3/4'S.S. CONCRETE CONCRETE SHEET 13) ; CONCRETE ANCHORS I MACHINE SCREWS REQUIRED -y--- _ REWIREp _: 20 /�\j� roR I;^ (SEE SCHEDULE ON NUTS/®•12"O.C. ,"�.�'- _ CRETE ANCHORS lrf�' j' / 17 18 R$�tEYSfpNE(SEE wuxm+c®ON 5HEE7 7) I / F !SHEET 13) I (S CHEDUL ON SHEET 13) ,� /`. .• ) 1• I/,r'•, % ,'.` I-M.n.- r I �� :-/ J / 1 Min. 1/4"0-20x3/4"S.S. r •" !' -ED -EO� •-L L'.__r. r i ,-_t___ ^-EO—EQ MACHINE SCREWS �,!• 1 USING 1/4'-20 NUTS =- /• / Jr / rEE 1•'__rr!__. ' ) a 12'O.C. r1/2'' r ' E.0.* `', r r.250'NOx. r .f_%t� 13 - { ((JJl 3 oR 15 / / E p f r)' •r'!�' I+'11II i i� rE.D.� f' � ~ i i t OPTIONAL I )II� ,t' i `OPTIONAL ro EU6c� .I I 1 t�i feraE®No--ii 'IY i1--Jl)OR 1 ',ii I EXISTING MIN.SEPARATION TO G1h55 _ t w sta i8 iat t I ;I' i i GLASS - (SEE SCHEDULE ON SHEET 11)'- i , ' '� ; MIN.SEPARATION TO CLASS ' I ' 1 t E%ISTI i BIADE508® I h I, I, !'(SEE SCHEDULE ON SHEET I E LA QA HV WA HEADER INSTALLATIONy-I I _^_� I ©HY WALL HEADER INSTALLATION — —`—^v �— HV WALL HEADER INSTALLATION + KEYSTONE ,�.__...—__._,.__.._ �_-_..__-.._..___ _...--MIN.SEPARATION TO GLASS EXISTING r , , '7' iii CLASS—i -,'{ , f - �.L . , d (SEE SCHEDULE ON SHEET 11) �11 - 1! ----01 EXISTING(SOE I+3 gI I I MIN.SEPARATION TO CUSS + + CLASS-�- ' ON - (SEE SCHEDULE ON SHEET it)-- +Oa (Da,Q) ' ' EKISTING ' I / OPTIONAL Il 11 , 2 { + I{ J,' + { ; GLASS--� i I �;� 1ff1a ,r /�• i I I t I i/4"J 1 Ma. OPTIONAL I, t f }.,.. i ..©3 a+@ E D.* LEO"' ! rr, i1 DR 1' 'I/• -(t2'oR 4 %'L -r---f I I 1/4'0-ZOx3/4'S.S. PHIWPS TRUSS HEAD r /' 'I f 1/4'O-20x3/4'S.S.PHUIPS i EQ--Ea-- ( ; CONCRETE ANCHORS --_TRUSS HEAD MACHINE SCREWS MACHINE SCREWS USING _ __.:t,..:_._yA-_ `_ '-CONCRETE ANCHORS �` r --O O L 1•� I/4'-ZO NUTS 0 12'O.C. (SEE SCHEDULE ON Y!/1/4'-20 NUTS 8i:2'O.C. (SEE SCHEDUIF-ON HEFT 13) •, - j 1` Min. POURED CDNCREFE� SHEET 13) POURED CONCRETE � OR CONCRETE BLACK OR CONCRETE BLOCK I L i:_.-_• REQUIRED WALL REQUIRED t � ��C-ONCREIE ANCHORS OD HY ILL SILL INS 0 (SEE SCHEDULE ON HY WALL SILL INSTALLATION POURED CONCRETE_' SHEET 14) OR CONCRETE BLOCK WALL REQUIRED G HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ 1-SEE SHUT 4 FOR TYPICAL SHUTTER •ASSEMBLY E.0.= • SEE LIU,ATIONS OF USE FOR !,EDGE DISTANCE �' - 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE A ON SHEET 19 1'j I"I Y BLADE IN ANY WAY TO StRT ANY INSTALLATION. FlORIDA BUILDING CODE(Non High Velocity Hurricane Zane' Et�ytl)I(�1II (Wj� 0202071LTCEA,INC. 02020 EASTERN MEAL SUPPLY•INC. BERTHA HVIII Accordion Shutter System 7E�Eq o�,,mc. AASAIMKV RAE#1 W/OR W/o KV WIMO r RADE ' No.441 7 `~ American Shutter Systems im x usemPnoN DATE DRAWN BY: M.P *; TIWT TESTING k ENGINEERING COMPANY * Association. Inc. 1 ow 17-107 /z/zD DATE. 7/2/2020 �. �YlQ BS98 N.W.aft.St.Ble.SW.MRDRiN BNtD0V5.FLOIBD4 3318 :.• STATE 0 Ph...:(305)8Ti-153o.Fm:(305)871-1531 4268 Westroads Drive 2 DRAWING NO e-mail:tat«oeaa.e West PQIm Beach, FL 33407 3 ' ° FLORID .•;�/ CA-M;1B 20-164 Fs''••..,.• WALTER A TWO J,P.E. 4 �''rips�ONAL t rlp SEAL/SIGNATURE/DATE "°'u�.g 441w 6 SHEET OF 20 POJRE'D CONCRETE ANCHORS .. t WL SFPARVI21 1 I-I___-_ I A r -._.. t 1' i uFv.SEPARAG2. CONCRETE t (SEE SCHEDULE ON SHL•Ei 13) i ro was5(sa I •.1 i OR p9) EXISTING i I' TO aAss REQUIRED '� 't i�� s'¢T GLASS-- "��_, EDGE Or - mww I, { uN.�Mattox { i(%EFJ ai- ' ) SLAS IF trl:3Gi7 19 fa1 I . I to tam I r f�, APPLCABLE EXISTING ��Qq I { _ -(FE5C8SME- GLASS--' I \ I NI s m n) \ { ( I EXISTING //,I I I II '! y, Ed•-�✓ ANCHOR GLASS) i r r ' LOCATION i I' I i {I 0x3/4'HEX tYASHER HEAD i�,-�' -11 13 Olt)$ i 3!a'`MIN.' TEK SCREVSS A 12'O.C. - ^ , EDGE OF i i1�1. �� ry t 3/a'I vIJ7g1\ CONrRETE ANCHORS I / __I8 ^%� :1/ !�—SLAB IF �'•,,7:...i ,, f-'-- ' (SEE SCHEDULE ON SHEET 13) /r;` t=n l I it E� `l�/, !%j" r JI;ty i�'/APPLICA6LE XPL— EXISTING I t 11 I( ,.__� �� i'. i I i,'/• p r i / ,f. _.EDCB OF GIA55-- I i f .I EDGE OF /.,• /•,�I- %. �r� i •/,. ..� _ I{ l! /r' APPLICABLE /_�—Y•!, J -E'ti.r;t t , SLAB IF I /J't i 1/2",i--'{, EDGE OF {f•,' %{ ,q ,'r ' Mn:sauAlts+ I 1 E.Q.- 0. I, y --SLAB IF L� ILa1.tl!_L..: I POURED i (jr� 1"] . "'f r i A?PUCPBI£ POURED _.__ E.D. J FLAT HEAD CONCRETE ANCHORS all DCT pt IPpPpPi 4POUREDJ , ) -J" CONCRETE_I CONCRETE (SEE SCHEDULE ON SHEET 14) _7 tt FM LTILE DASD. I - �' .11.� _ . REQUIRED ✓y :I`L P 5F'♦r fa FOR iI it I--fl OR 'ACONCRE(E -'--1 - " f REQUIRED FJA7 BEAD CONCRETE ANCHORS i gA0F59e Ltg , REWIRED -- -C D.° - ---E.D.- (SEE SCHEDULE ON SHEET :4) 19 TRENCH INSTALLATION VALID ONLY FOR UP TO +70. -75 PSF AS.O- I( HV FLOOR INSTALLATION t HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER CGS V CEILING INSTALLATION SCHEDULE #3,SHEET II —--- --. tt __ _ _ CONCRETE ANCHORS GLp55c '.- _ ur,.�N ___ •___ Iu..srwarx:e _ ,D PVFa __.�jl -_....�_ _- -_ _ ____ { 55}tE SCHEDULE ON, t/<'6 DW EIRIL;X TA�LD.V t9/ _Oa�i { --(,�ESnD)LR:---y•,I I vv - ET 15) Q EXISTING APIw�YID 7Na5U EXISTING 7 II DUSTING -I , - _- I _ ` -. _ !. I ../ {,-,._ ._ TEOCtOLOGY CR 1 ,-PRS / 4' CLASS i J I I �S tity.2uuicx,o ruz GLASS--I J! f { FwSfEt.7s TAPP,7t+:N,7,Cts MAX- (S•£SC,ES1flE GN SI•iEr„) , 1.'I-.. I M SSiRA, 7U Min I 1 3/4�UN.E4fx--MIT 019 10 I i I t, fit I i I I I •`I(SG S01211L GI S'�t tt) ,I I I O-G FOR LP TO e-D"SMN Oc FOR SPr.•n usIIAR 7" I' f LP TO W",IJ.NL A�-FIY� I 5L•IAN(AT PIGIE TAMER FW . f B , _ 111------ AA74 .: I j J cry (5�xcE 1t! —P E D.�,• (<7Ox3/4' 1!/AX. 1 3 6R 105 ✓ 'I WASHFA HEAD % - 9 r I ! f� -TEK SCRE85 1714x3/4' HEX NERD I ),. 7, (1 3'/8 1 I I �.1 / /%.,. ,4• a 3 4 1EJC SCREY75 0 9'O.C. I ,I I, �•-2., 'SS Ha concRErE ANCHORS 1 _ = 6 - , br4x3/4's.D.s. 1� --- ( 1/a'J , /!- /4:-m Nu1s OR 1/4"0-ZO S.S.M.S. SEC SCHEDULE ON {1 nl ;i` +O' 0 9"O.C 1• -i La- .._ , t I Mo.. 1'I t�r%%%` 6 11 U . `tl/NUT Ct 9-O.C- ( n / — _ 1/21 •j�/ t SHEET 14) i r' -- '(r i; Ewrl..O NON MJCNR& --7•aap'-_.._ '1- .� cDv OF �� r -17 OR I8 ./2•--'—`t'' r ' ♦ f 1� R18 %7?, 'I•. �;-y2.00" N. rs'nuL mna(DEer.RATNE {, \ 14x3/4-F.H.S.D.S. MIN. PcaH3'�cONGAr. LP9 IF _ 9"O.C. --RE4mR Y'• r 1 7/8- -1 7/e---I) - APFUCAbLE l- i -.CONCRETE ANCHORS -SZE NOTE 13(b) '' '-c„Ee NOTE a 7It� r`cAr� FOURED CONCRETE— (SEE SCHEDULE ON SHEET 1 i- L--,E_ -' OR CONCRETE 8LOCK SHEET 14) ON POURED CO?JCRETE O4 Sk'eE'T �, REQUIRED R ROR CONCRETE ELOCK y�y�-J•/�p� OPTIONAL_ POURED 0 @CEYSTf�NE OUdV7'ING INSTALLATION CONCRETE' (� HV WALL FLOOR INSTALLATIO14 J HV WALL, WALK-OVER INSTALLATION NA1CdU11 A.S.D.OS.GN FRESSLRB+CL.72 PSI RECUIRED Mwru,Du SHUTTER SPAR 13-0' C HV i2ZNGUARD INSTALLATION t NnTE I E. Us INSTALLATION SHALL BE D. -EDGE DISTANCE REMOVABLE 'HEN PERFORMED 1107E:OR COA/RIiJATiON DF 5ECT10N5: `p g ��g / q �y�g p 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ERTRM<CE ADJACENT TOAN OPERABLE E%17 A S�SEF£)Q 7NSHEETUI9 SE FOR INSTALLATION DETAILS VV./ �J fl V ®$../'r1®E ASSEMBLY 2-MOUNTING SECTIONS CAN 8E COMBINED - - ' IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE{Ron High 99elocity Hurricane one, 1 11j It1 12020 EASTERN FOETAL SUPPLY, INC. i i / 02020 TLTECO,INC.iN BERTHA lime GEN FC Accordion Shutter System No.44 67 = 1 E C ® `"`' E ® m W KV. BIADE 11 W/OR W/O FLV.WM=FADE TILLIT TESTING & ENGINEERING COMPANY AP710TICan $17U}tTdP SystemsELT_N DEc�R1PnaN DATE DRAWN 6w H.P 0353 N.W.3E1h.5t.Ste.303,VIRGNIA GIRMS.FLOf5114 Z316f Association, Inc. I OLD 17-107 712/202C DATE: 7/2/2020 �9' SATE Y Phono:(305)871-1530.Fox:(305)87I-1531 4268 Westraads Drive 2 • DRAWING No % �� .F10R1 �ti�� a-m i`Arift.ci.... West Palm Beach, FL 33407 a 20-9 64 H "0RE S��NAL ��`SLpL/SIGNATURE/GATE FL�U 44167 6 SHEET 7 OF 20 SEE END WALLCON CIffS 10 & 18 SM NOTES ON LOCKING HODS®,W LOCKS®er zQ OUT 9�:� IN 5. r,-E><I�TING GLASS INSTALLATIONS Wi n HV **�ALTERNATE CK DEraLOCK HVF 1ISVALID OR • f/ ALL BLADE Wj HV CENTERMATES CENTERI AXES APPLICATION WHH MADEQt OR SEE END WALL CONNECTION i—E1aSHNCGoss RETAILS ON SHEETS t0 & t8 i ©+Q7 •©GR©,O7 +to ` I --------------L---------------------- I 1 000 ® OO 2-4•aI/85A•=2 ' a + s W s• �t i s+ s (6083-76 ALLOY)ALUM. / , r •-----_�.._I-.__ _ _�...�__----_�—._.. AN W/(2)1XO TAPCON 1/2• �+®•® I OPPOSING SYMMETRYCAL ANaoHs m cDNrnETE I — I CENTERMATES CENTERMATES (TOP/eoLroM)a 1104/4•S.M.S 0 12' W/ HV LOCK I or 25 MIN. LASS (.)�1D:1/z•s.Ms.To n GE 11 W HV LOCK mar j GLASS AT EACH ANGLE(1YP), ' O.C.FALL LENGHr. i (SEE SCHEDULE i N• i * ON SHEET 11) ) IN ON , 5\ u I „® O°"®�©+p°"©�to•lU3 a t— 0 —r2 ® HVB I OUT ® � HVC HVA Qml®°R©+O7 w®mtQ♦Oa POURED CONCRETE O AL E%ISTING GLASS CONCRETE BLOCK WALL REaWR ED 10•�_©_'�_� © _ EXISTINGIO+OD1 ©7 "I {�-"' f SYMMETRICAL �'�'©°"�`�'®°' — ----- -,;;1 - I - — --� GLASS _ IN (- IN. SEPARATION f I e + a a 9+ 3 is• 5 GLASS I ' , L, CENTERMATES ;LZJ �5,®��+��Q+ o� To GLASS 5 ——1 GLASS I !I # . (SEE SCHEDULE � 1 ' II i m� �� W HV LOCK6 OPTIONAL 8 • 8 9. 19+ 5 ON SHEET 11) `— ©+® ®w (INTERIOR) i O O O ® O• MIN.SEPARATION', - }G JI i TO GLASS (SEE SCHEDULE �'• I N OPTIONAL ON SHEET 11) (INTERIOR) 1� j _-_—_—_ j—_—__, - _—_—_- _.____�_._.— --_.__ i /• r/ MIN 0—UT �� —r $ I / - coNCRETE r i ANCHORS C. j I V O.C. _�c s VARIES n3 L ;I I •, �//'��1 /^� ` �1 1��(Jl-A�,0 ® OUT I 6 1/2•MAX.SLACK / V Y _— �'� OUT J �(351 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ` �) ll�ll IwljA ' O2020 T2TECO,INC. ®2D20 EASTERN METAL SUPPLY,INC. °�cE BERTHA ICl11r TIA Accordion Shutter System No.44 67 8 L �� >t bc' AnZAA® KV BLADE#1 W/OR W/o KV WWN GLADE * IF TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EN.K DESGHIPTIDN DATE DRAWN 6f: MP•a% STATE F +�� Bass N.W.3EM.St.SW.303.11ROIMA GROW.ILDRIOA 331E Associaflon. Inc. 1 OLD n-1o� /z/zoz DATE /z/2ozo PAone:(3O5)871-tSlD.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING ND %gyp' F ¢ �� a-ma7:8ltacomoot.mm West Palm Beach, FL 33407 3 ,o COflI nm L�'�.`��SEAL/SIGNATURE/DATE W FLORIDA"e144167 5 sHe�OF 20 ALTERNATE INSTALLATION W HV "T" LOCK i3`10 HV MALE/FEMALE 'IT" LOCKS CENTERMATES (2S �9 & LOCKERS at Wf r) HV BLADE f SEE END CONNECTION DETAILS ON SHEETS 10 1e INSTALLATION 0 HV BLADE OUT E IN ��EwsnRo anss MADE 0W"OEENt.NYF•MOIGTEn ON SHEET B, `'l HD CENTERMATES (tl :N +AELI. O I7HS SHE I,AIAY RUDE WITH ALTO . SEE END WALL CONNECTION---, a®mL/-O�mbm l0•®a INQIG7ED ON 7M I SHEET,NAY BE USED SHE , ALTaO16� ®�'®• ©•© INSGLHATION DETAIL FILY:SHOWN M TIFS SHCEi DETAILS ON SHEETS 10 a 18 I ti ®.®p�•�pp•©m N7BHa,/r is us.To,Le2E i j @ I ®�•3m0•3 mm 0•® (S2Yu�NaW 11m __(aPnnOR AL) 4 6 -d,0a/4•SAS o 12- �P,IOR)A-L) - IN Ar E+CH ANCLE pm)I �� O.C.FULL LFNOM. * O (4)H.V. _! (4)x.v. I A¢l RmARUICN @t l of 3D HV "T" IN PHNS(TYP.) !il S.I .i----- 7J/•._.._ PNS pYvJ�/' =su _ 3 1 -- --- - --— s�T J--�--_^--•--LOCK (INSIDE) u -- It 31 oR 32 ' I i 337 l 31 oR 32 31 DR 32-' j 35 31 32 1/4" 0-20 x 1 1/2" S.S.M.S. i- *1 (ten ) SEE NOTE 6 FOR W IAOKp, # o- W/ 7/8"sex 3/32" WINGNUT. (ormONAL)HDB—HVB OUT HDC—HVC T Loa,ON SHEET s. SYMMETRICAL HD CENTERMATES 0 HV "T" LOCK (OUTSIDE) 26 SYMMETRICAL HD CENTERMATES s © O WLt3-s LOCK (EXTERIOR) J Q LUCK (INTERIOR) t SERIES 64N AlADN1VU �^_•* y (2024-TJ ALLOY)LARGE FVNGE SHM ®m®m©• 7Om 8Om 10•®m SHEET N111SERT,PANT f 091Q 10•®®�•®71®'�m AS MANUFACTURED BY AYDEL CHERRY 1Ex,ORN,PARS0,PEN1•.WO JERSEY ©.O♦©p©•O•®p 07054 OR EQUAL e ®m0 ®a+�®p+�•® —© B'SEE RMES es Loom R0058 n M to=ON SUET 5 ", �ti':• `--Q •. #*UWAVrAL FUMMG&/.OEQ'MAIL wo-xW 6 �--`�� YO110 FOR ALL mGFWLtIFS IPPUU10N5 6TM WDE O HDD—HVD+'� FLOATING STACK FMDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 IILTECO,INC. C 2020 ERSIERN METAL SUPPLY.INC. Y�tt��fps BERTHA Y iLA �\\ZENS ✓ IL E C® �N�. �g�mSo�>o Accordion Shutter System H.V. BLADE#1 W/OR W/O KV.WMM BLADE No.441 7 _ American Shutter Systems IEV.H. OFSCRO'TLON GATE OR WH BY: UP TILLIT TESTING &ENGINEERING COMPANY Association, Inc. , oLo 17-107 /z/zoz Eu,E 7/2/2020 -�- 5=N.N.J8 A 54,3ta J05 Y2iPNA GARDENS,ftOOW J718 'z o`•, STATE = Ph4 :(305)671-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No tr.0:ulteco600i.c0m West Palm Beach, FL 33407 3 ZC+- 64 CA-Ooo6719 /�''FS•••....... .•`�j`` WALTER A.1LLLR Jr.P.E. 4 'A. S�ONA `•� FLORIDA Lk- ®44167 5 SHEET A AYS1 SEAL/SIGNATURE/DATE 6 9 OF 20 -...... r---• POURED CONCRETE ,._POURED CONCRETE P, r-POURED CONCRETE OR / POURED CONCRETE f+, - r CONCRETE BLOCK WALL - / / / OR CONCRETE _ ,f OR CONCRETE 'f� __.-- OR CONCRETE l /-��- BLOCK WALL REQUIRED i BLOCK WALL REQUIRED REQUIRED /� BLOCK WALL REQUIRED / / �/ !V f'r /, i/ -EXISTING GLASS , / i r �, EXIS71NG GLASS _ ....-.... /•• ' 1 EXISTING GLASS CONCRETE ANCHOR'-1, w/ EXISTING GLASS - '['' /�, f /� 2'MIN,r� ® Ili'O.C. 1 i T ''�` = !_ -(j TAN.SEPARATON ; / r/ �.. - '�-'2"MIN..- I TO GLASS(SEE f' 4t // MN,sEPoViA140N 1_ c]mnAC ON SHEET v 190 APADON lil .i MIN.SEPARATION E0.'IT EQ.' TO C-IASS(SEE :. i, 11 FOR LADE.®AND r /• : TO ( TO Id.ASS(SEE ^''�4 SOiEDULE ON SHEET 1/1 6-x3-MAX.__...__ ON SKEET,9-FOR / ,,�R SST SO§OI1.E ON SHEET ' ! 1 11 FOR MAW OAND (60 3-T6)CONT_ SLAM O.a ON g�I F� • -11 FOR SLADE(DAND ON SHEET 19 FOR ALUM.CLOSER , - MA=� 0- 1/2" ! ON-SHEEr..19 FOR ELL ERESII\.7- il B�'0&® FLAW-(LOCATE 1/2•I,} T� 1 91ADES�h Qf� OF SQ) I AT-EITHER SIDE MIN.- . .\ L. I 1 I OF®) !� I 4 USE 1'OR 2'MA%. iO10x1/2"S.M.S . #IDXI/2"S.M.S. I _--� �, _—__ .� .1( APPUCASLE)x2a1/8"xO•-2" O.C. l _—_--i < UMINUM CUP ANGLE V ® 16'O.C. 'I. ( 3-T6 ALLOY)AT MIDHEIGHT..,•1 �� r •`I' #10xl/2"S.M.S.TO(E) .)1/4-e TAPCONS ANCHORS TO j ALL AT 1-O.C. (LOCATE ATS(WW O.___! SFE DETAIL XFOP- O '�SIDE CONNECTION O SIDE OF®) V OR (!)OR 1�' ! sly DETAIL x FOR OR TO TRacxs O; ®a0 O'e°I •®a SIDE CONNECTION I 6• 7 n 8 10• SEE DETAIL%FOR_i 4 0 ®m ®'��O O Oa0 ® 1 s 1- a m 6�• 7 8• 10• TO TRACKS F SIDE CONNECTION � a.�a 6. ,u8 IO•®^+ 10•®A©•��•®a TO TRACKS0. ! 10•�®^'®•0'©•®' END CONNECTION DETAIL 10 END CONNECTION DETAIL 2� END ONNE DETAIL® END CONNECTION DETAIL •}REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' �-POURED CONCRETE OR ` EXISTING GLASS / CONCRETE BLOCK WALL EXISTING,''"- GLASS I- �- �' REQUIRED G 4 I j ----- -�--( r r---------- --•---'] r' MF1 STPARATKA4 i (11 O3112'S.M.S= I '`.3_ /1��LOR TO CLASS(SEE i O 16"7..c. °' bO LASS(SEE D' "'y----- , ©"-@ OCR 517�FOR SLADEO I CONCRETE I/2'MIN. ON(�r (1 .' - ON SH ET 19 FOR ANCHOR®---=• �, h-i 11 FOR MADE QARD �_,! Q ORQOROOR(3 CCNCRFTE= DES a)g Gb 12"O.C. .• / v _- ON SHEET 19 FOR 43 __-' ____ ANCHOR I I �\ :EO ®�•., I LM6 0& I 1 _____ OR � 1D I6• i' ,�' ! 4 0•• O.C. '� 1/2'MIN. r"_"` _y MIN.Eli '`2°IMIN. - 2'MIN.J `� ♦SEE UM ATIONS OF USE FOR ,,! SHEET 19 (@OR OR(qOR@OR@ VIEW Y 1,'' s —"k� 1 f' p oR ®• PLAN 1D OR ®a©OHO 'o.®m DETAIL X +-PC RED CONCRETE OR -; 10,E �•1_ END INSTALLATION CONCRETE BLOCK WALL ®w0•0-0.0- REQUIRED '°•®«©•0�®•®� ©•O•©�©•O•®a �?HV BLADE OR 1A) HV WINDOW BLADE INTO �©O•®�©•O-®a ® ®�®•®a0•®a CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5 ®•®P -®a �'�°'®•®"®•® O ® ®'®a•® @—@`® ENQ CONNECTION DETAIL© ap.® FI.ORIDA BUILDING CODE(Nan Nigh Velocity Hurricane Zone, -"��111)Iit t ''' 02020 TILTECO•INC. @)2020 EASTERN METAL SUPPLY,INC. ,,\`,O •...... .. ram• BERTHA H1/TM ,'a': ucE F .•� ®��®w® Accordion Shutter System o No.44 67�y I 1 Wc. H.V. MADE#1 W/OR W/O KV.WINDOW BLADE * * * TILUT TESTING &ENGINEERING COMPANY American Shutter Systems try.N DESCRWROK DATE ORATM BY. MP STATE F Association, Inc. , OLD n—lD7 /2/292 DA,e /z/2ozo s-p'. WSJ N.W.J:( 5)71 JCS,MFWNA GNi00/5.FIDWOA J710 4268 Westroads Drive z %�'• Ph..:(JOS)871-1530.F.:(3O5J871-1531 DRAWING No OX".F(ORI �` �w.` a.aR:Bft-00 oL West Palm Beach, FL 33407. J F ? 20-164 WALTER A muff Jr_P.E. 4 ��''+.ss�0NAL `% L/SIGNATURE/DATE FLORIDA U Y744167 a SHEET JW 10 -OE 20 SCHEDULE #1 SCHEDULE 12 SCHEDULE #3 MAXIMUM SHUTTER SPAN' "L+" OR "L-" MAXIMUM SHUrrER SPAN* "L+" VtAximum SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR 1-- (ft.) FOR OR %-" (ft.) INSTALLATIONS INSTALLATION CENTERMATES.® &®or ar INSTALLATIONS W/ I W/ CONCRETE& WOOD (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ®or ® or or .t & ! &)W/ ONE HV LOCKS M/WSORY POSn'NE A.S.D. DESIGN PRESSURE RATING. HD LOCK®W/NO LOCKING RODS or ONE HV LOCK or®ar® 7 ORW NO LOCKING WALL A, B, C, D, E, M, N, 0, P, 0. LA.S.D.IDES ALLOWABLE SPAN RATING. A GIVEN NEGATIVE CENTERMATES®&®W/ ONE HV T" W/NO LOCKING RODS® / LOCK W TWO LOCKING RODS ODS MOUNTING F. K & L R, S, & V. ® / ®TOP & (SEE NOTES i.1t) (vau0 FOR MOIINIING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM (SEE NOTES ',1'r) SHEET 7) FLOOR/CEILING G. H, I. IT.J T, U. W k X WALL MOUNTINGS (TOP/BOTTOM)OR FLOOR/CEIUNG: CONCRETE&WOOD INSTALLATIONS CONCRETE&WOOD MOUNTING ASID DMCH AS DA E.�UAXOAW INS N. n NS - A9A olvan INSTALLATIONS - & M GIVEN A POSITIVE A.S.O.DESIGN PRESSURE RATING, PRESSIRE- WALL MOUNTING FLOOR/CEILING � WALL MOUNTING mE DETERMINE 144MMUM SPAN 'L+'FROM SCHEDULE RAmu TIRING & HATING FLOOR/CEILING MOUNTING MOUNTING GIVEN A NEGATIVE AS.D.DESIGN PRESSURE RATING. (oOR ( .) RooR/cF�u11c 1NouNntic (p.•IJ oR (+Oa-) ___ _ _ (a oa-) __ (.oR-) FLOOR uoUNRNC AFL DETERMINE MAXIMUM SPAN 'L-`FROM SCHEDULE. L+ (A) L-(A) L+ (A) L-{A) L+ (A) L-(A) L+ (A) L-(A) O MAXIMUM SHUTTER SPAN•L+"OR 'L-'FOR 30 OR LE 76'-0•_ 16'-0' 16'-0• 16'-D' 30 _ 16'-0• 16'-0• _ JO i6'-0" tg'-O• INSTALLATIONS INTO WOOD SHALL BE UMfrED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE — ----.I.-- ---- 105 psf.A.S.D.DESIGN PRESSURE RATING. I U DETERMINED SPAN BETWEEN •L+•AND `L--' 35 t4•-10• 14'-10" 15'-2" 16'-0 �35 - 14'-10' la'-10' 35— 15'-2- t6'-10' ..__ .. ___40 IN-10' 13110" 14'-2' 15'-2' 40 13'-10' 13'-10"_ 40 14'-2` 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM.SPAN FOR -�`-- ----- �- - '--'---- '�---' ""'- COMBINATIONS IN BETWEEN WALL MOUNTINGS 45 13'-1- 13'_1' 13_'_-4' 14'-3" 45 13'_-1�_ _13'-7•_ _ __ 45 t3'-4" __7_4,'-3__ 'r HV CORNER CENTERMATE�7 MAY BE USED AT AL,L _ 50 _t2'-5' _12'-5•__ 12'-8' t3'-7 _ 50 - 72'-S' 72'-5•^ 50 12'-3"_y_13'-1- MOUNTING INSTALLATIONS.LOCKING SPECIFICA71ON5 W/FLOOR/CEILING MOUNTINGS: 55_ 11'-10• 11`-10" I2'-1' 72-11' S5 ii'-10• 11'-10" 55 11'-t• 71'-1T SHALL BE AS INDICATED ON MANDATORY CONDITION g2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE .�._ ._- _ ..._._.�_ _ NOTE#5, SHEET 5. RATING: 12'-4' 60 11'-4' 11-4' 60 10'-2' i p'-11` __._ .. DETERMINE: 65 10'-10' 16'-10' 11'-1' 11'-11' 65 10'-10' 10'-1D" 65 9'-5' iD'-1' L1+=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 10'-6' 10'-9" 11'-5• 70 _ 10'-6• 10'-6' 70 B'-9 9-4' (2+= MAX.SPAN FOR FLOOR/CEILING MOUNTING _ ._ .._ 75 101-1" lo'-1' 1U-4' 11'-1"_ _ 75 10'-1' 10'-Y 75 - 8'-9' tt EXCEPT THAT MAXIMUM SUM SPAN•L+"OR INSTALLATIONS. 80_ 9--10'_ 9'-10°_ 12'-0'_ 10'-9• - 80 9'_10"__9'-10' 'L--AND MAXIMUM A.S.D.CFSI,NG PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 9'-9• 105"- 85 9'-6' 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING •- 90 8'-7_ 9'-3"_ 9'-5" 10'-11 90 9'-3' 9'-3" SHALL BE LIMITED AS FOLLOWS: DETERMINE 85 __ 9'-0_ 8'-9' 9'-2` 9'-10' 95 9'_W 8'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING LI MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. --- LIMITED TO +64.-72 p.S.f.AND 8'-0' SPAN. SEE L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING '-TOO 8'-9' 8'-4' 9'-0` 9'-7' IOD 8--^9' B'-4' MOUNTING MOON SHEET 7. INSTALLATIONS. 105-- 8--7- 7'-11' 8'-9" 9-4 105 - __ 110 8'-4• 7'-7• 8'-7" 9'-2- 110 8'-4• _I 7'-7- FINAL MAXIMUM ALLOWABLE SPAN S EQUAL TO THE -2' 7'-3' 8•-4' W-11' 115- B'-2' ; 7•-7- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 11+. "L2+" "LI-`AND'2-" -2' 8•-9• 120_ 8'-0 6'-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10•_ _6'-8' 8'-0' 8'-5- _125 77'-10_ 6'-8" ALLOWABLE SPAN AND NEGATE A.S.D. DESIGN 130 T-8' 6'-5• 7'-10" 8'-t' 13O• �T-8' 6'-5' - MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 77 7• 6'-2- 7'-9" 7'-9" --135 --- 7'-7' fi'-z• WIND ZONE SPACING. 140 r-s s•=1�•' �'=�•__�•-2• 140 - r_5• ----5•_,z ASTM E-1996 SEPARATION 145 7•_3• - 145 -__-7_3—_ 5•-g• TO GLASS 150 T-2' S'-T -T-4" T-o" 150 - T-2' 5'-7' 155 T-0' 5'-5' 7'-2- s-s" t ss Y 7-D' 5•-5• 1 TH RU 3 " 16D 6'-11' S'-2' T-1• 6'-7" 160 _ _ W-11" 5'-2• - 165 6'-1 ' 5--7' -7'-0"- 6'-4' 165 --_�_170 6'-9° 6' 6- -4'-17" -11' -2" 170� fi'-9' 4'-17• _--,75 -- _ 6'-7° 4'-9' fi'-9" -8•-Q"- - 175 6•_7" H V B LA D E 6'-8• 5'-10• 180 80 185 6._5" -4._6. _fi—_7_..._5-8- -B 185 s,-5• 4.-6. 190 6•-4' 4'-5' 6'-6" 5'-6' ----- _ - 6''--43"" 44''--53' 195 6- 5'-5' - 1953" 4'-2•-2U0 '- 42 6 gas W-1" " - 6'-1- --a•-1` FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone' u 02D20 TILTECO,INC. @2020 EASTERN METAL SUPPLY.INC.BERTHA MV M C � � � Y �? �c NS':P Accordion Shutter S stem e is D m RV.BLADE#1 W/OR W/0 H.V. WNDOW BLADE n ? N0. '1 A - American TILLR ShutFar Systems TESTING & ENGINEERING COMPANY ZLV.N DESCMMOH GATE umwH ar:YW N. G. * Association. Inc. 1 OLD 17-107 /2/20 DATE: 7/2/2020 5355 MY.JOIN SL.St.=.VRGDiM GAaDTXS,FLORIDA 3316 4268 Westroads Drive 2 s o STA OF yr" Rhona:(30)871-1530.F. (305)871-1531 DRAWING No ' e mail:LilbCoOool.cam West Palm Beach;FL 33407 3 O.('•'PZ0 IDA . ;c...� cA-GDD5719 20-164 �i (( WALTER A.TIUlr Jr.P.E. 4 - '��74sS�Q�N.•. G 1 SIG FLOPoOA 0e./44167 5 SHEET A / NATURE/DATE 6 1 OF 20 MAXIMUM ANCHOR4 SP NG �tn.� SCHEDULE FOR A GIVEN MAX_ SHU MER SPAN. A.S.D. DESIGN NEGATIVE PRESSURE RATING 0 A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGEND RL Ll POURED CONCRETE (SEE 1400/4141 A,MR.D. oN 519ET 0 POURED CON CONCRETE 6LDCK TAPCON OR $PA�11 A WALL HEADER MOUNRNG (A�WALL HEAD MOUNTING WALL HEADER MOUNTING (O�WAIL SILL NTING D WALL SILL 1�OUNMIG C do WALL HEADER/SILL TAPCON WITH ADVANCED W/ W/ ® W/Jr W/ �Il UOUNTING THREADFORM TECHNOLOGY (B) ASS nT�scB-t9c_arne wit ,Rmxc ns_D.Da�r_1_xFratrk I�sv�BltmD 11"A6D.OMM raranv¢FRWJU 611rsr•- �1 as5 ME=6WAM FRISM 99ac(w LSD.DTslz+pTGOM:17Ds51mE FAME_(pp kse t>Leal MAK wmsv9E B___ i ALL POINTS SOLID-SU ,w I w 1 80 J 7S 8D 1201780j205 sD ,0 60 175 90 120 160�105 30 40 60 1 75 90 120 18D 205 30 40 80 75 90 120�180 205 3D 40 60 7S 8D 120 160 105 JO�40 60 75 BO 120 18O 2O5 BLUE TAP 14 72 10 9 8 8 1 6 1 0 114 12 10 9 1 8 1 8 16 6 14 12 10 9 8 e 8 e 14 12 /0 B_ 8 8 6 - 14 12 10 3•-0� 14 12 f0 9 8 B 5 6 14 12 /0 9 8 e 6 6 1{ I t0 9 e 8 6 6 14 12 10 9 e 8 e 8 14 12 f0 9 8 p 8 B B 8 I B B 8 9 8 TAPPFJt+ OR LESS 14 12 10 9 8 8 6 5 14 12 10 9 Q 8 8 8 14 12 10 9 8 8 8 6 14 12 10 9 8 8 6 3 14 12 10 9 B 8 6 8 5 8 e B 8 8 0 6 5 14 12 10 9 8 8 B�8 14 12 ID 9 8 p Bid 14 12 1D 9 e p 9 e 14 12 10 9 e e 8 - 14 12 10 9 8 p 6 ti B 8 B e p B B 7 14 12 f0 9 B 8 e 4 14 !2 10 8 (8 8 6 6 14 12 1 10 9 8 8 0 6 if 11 10 9 8 7 - - t4 12 10 9 8 7.55 - 8 8 8 p 8' 7 S.S 4 4'-0^ 14.12 10 8 8 8 1 4 14 12 10 e 0 6 18 6"14 12 f0 v B B 8 6 14 12 10 9 6 6 _5.5 - 14 12 10 8 5 8 8 6 8 _0 B p 8 8 E B 14 12 f0 e 8 p 4.5 - 14 12 10 9 8 8 6 4. 14 12 1D 9 B B 8 9 14 12 10 ll 8 8 - - 14 12 10 8 B 8 e - 8 B 8 8 8 '8 63 5 14 12 10 8 B 5 6 4 14 12 10 i 9 5 8 6 6 14 12 1D 9 B B 0 B 14 12 10 9 9' B_- 14 12 10 9 p e e tl it e I B 0 0 77 S.S 14 12 10 9 B B 4s - 14 a to ii 8 B 6 35 14 12 TO 9 s e 6 5 14 12 10 9 75 - - - 14 12 10 9 z5 0.5 - - e B e_ a 7b 5s 4 s * SEE ANCHOR 14 12 10 9 e 9 4S - 1�12 10 9 8 8 6 3,S 14 12 to 9 8 8 6 6 1{ 12 '10 8 0 7 - - 14 12 10 1) 0 B 8 8 B 8 9 B e 8 8 5•-0^ 14 12 10 9 I B SS - - is I12 f0 9' e. 6 4.5 - /1 12 10 ll 9 B e 8 9� N 12 10 9 8.tt�3-J- 14 12 10 B 0 7 -�= 8 B 8 B 18 7 S 4 SPECIFICATIONS 14 12 10 9 B 8 4 - 14 12 110 1 9 8 e 9 35 14 12 10 19 8 8 6 6 14 t2 1D 9 6 I--T - 14 12 10 9 8 7. - - 8 8 0 p p 73 55 4 ON SHEET 13 14 12 10 9 8 5S 12 10 9 8 B 4-5 - 14 12 10 9 8 6 1 6 6 14 12 95 7S 4 - - 14 12 9S 7,5 ES JS - 0 8 8 7b 8.5 4.5 3.5 6'-0- 14 12 to 9 B 55 - _ 14(/2 10 9 p_a 4S _ 14 12 10 9 e 8 6 6 14 f 12 10 9 B 4 1(-- 14 12 10 9 8 8 4 - B 8 8 8 e 1 8 a 7S 14 12 10 9 B 3 - - 14 12 10 9 G B - -'14 12 t0 9_I 8 p ss 3s 74!72 1D 9 ¢.3,__l' _ �4 12 10 B t) 45 - B B e` 8 8{55 4 J 14 12 10 9 8 5 - - 14 12 f0 B B p 4 14 !2 10 8 8 8 6 SS 14 r12 10 9 5 - I 91"I- !4 12 10 914 1 10 a B 4 - 11 10 9 0 6b 3 - 14 12 10 B 8 �74 _74 12 8 3 - - - 14 1127._O. !2 10 9 B 4 _ - 14 12 f0 9_ p QS J - 14 12 10 8_8 _ to 12 1D 0 B =1L- - 14 12 109 ti I' 0 8 8 B 8 817.58 14 12 14 121l0 a 7b TSI tt-1112 72 10 9 8 6 '- - 14 11 10. B l9 - 14 12 10 56 - - I- - 14 12 10 &S &51- 8 0I 8 8 75 51 4g 14 12 10 9_[[�0�-9 31- - 14.12 10 9 8 4b_ 14 12110 9 _p_Ia - - 14 11 7 - - - - 14 11 7 53133 -I•=1- 8 817 5.514.63.5_- t4 12 10 t4 12 10 9 13 43 _ 14 12 f 10 e B I e - - 14 ,2 1D 7 4 a - - 14 12 10 9 8 3 - - 8 8 8 8 H 75 7; 8•-0- 14 12 10 5.5 3 `I= 14 12 f0 9 !8 14 12 110 9 'e 5Z - - 14 12 85 3 - - - 14 12 85 7 1tC--(t_ - 8 B B 7 55 { s SEE UM AnONS OF USE�FMOR 14 T7Z i 10 8 5 1-I- 14 12 10 18 1 0 4 T- - 14 12 110 B 8 B - 1, f2 i93 - - 14 112 9S 7S 451- I 8 B 8 7.5 B 45 - BLADE 1A ON SHEET 19 14 12 10 BS 4.5 - -1- 14 12 10 9 7.51- - 14 72 70 9 B - 13 9.51 4 - 1- 1- 14 12 76 9 AL 14 12 9'-0^ 1a 12 f0 e 1 - = 14 12 f0 9 14 12 10 9 49 � = 14 12 10 9 9 - - - 14 112 95 5 - t4 112 BIIF �I- - E B 78 85 55 45 14 12 95 S 35 -1-_ - 14 12 10 v 55 _ __ 11 72 10 19 8 - 1- 1.5 8b - __!,-. - - - 15 69 5S 1- - _,_ B a 1 55 4-1 t4 72 BS 5-39 -•- - ,f 12 10 a 5.5 14 ,2 f0�9 B _ 14 12 7 - - - - - 14 12 t0 Yb 5 - __ B B p B 8 73 4,9 ---__._. _ _ _ _ fa tz s5`(s - _ 14 12 1a e' 3 = t4 i2 tDLe_ a ` is fas 7 35 - - _ e e 7 s`5 - 14 /2 9 ITS ] -1- I- 14 12 t0 9 5 -yl 14 17 10 9 18 t-1 14 11 - 14 11 75 - i- 8 8 t 7S 6 15 -1-' 14 12 7 - - - - - 14 12 I0 1-_ - `!- 14 12 10 - -I- - Ob B - - - - - 705 p 5 8,_5 tt 4 35 -14 12 7 - - - - _14 t2 10 - - - -1- 14 12 10 - - 14 12 5 - - - - - 14 112 1C�- - - - 8 B 10r B B 14 12 4 - - - -1- 14 12 1 - - - - 1f 112 1D - - - _ - 25 95 - - - - - - 23 05 6 - - - - - 6 0 B 6 4 J 74 12 8.5 - 74 12 10 - - 1{i12 - - - - 14 10 7 I- - ^- B B 7 155 43 14 12 5.5 - - 1_- _14 12 10 _ - - - - 14 12 1D - - - - -_ 9.5 7 - I- - - - - 05 1 7 3.S - - - = 8 _7 45 35 W 12'^D^ 1{ 12 3.S - _ _ 14 12 10 - 14 12 10 - - - -_- Is 12 4 i- - - _ 14 12 10 - - E I{8 8 8 _U 12 3 - - - 14 12 ! - - - - 14 12 to - - - - +.5 8.5 113 85 - 6 1 B-6.5 ,9 _-14 ,z5 1- - 1 11r,21,D = _ _ ,, ,2 10 - - - --( 2.5 9.5 -1- _ - - - I3519.5 ..5 = == =1- 6188 1 = C1) HV BLADE ORS HV BLADE ,4 12 - I- - - - 14 12 I- 14 12 I- __ - 9 4.g - - - - _ = e 03 - - =I- - - 8 0S 45 3S 3 _ ,3•-D-;, ;o = _- � --=-;i;a i-= - - _ _ 1 I-z- o55s ='_ - _ - _ e= r=jj•= a a sl-,° W/ h�A NV WINDOW BLADE „,� _=r=1= = 14 12 = =-= _ = „ 12 i- =1-i-f 1.5 5' - - - - -,15 1u - - -i- 8 I e 55 .5 _= 4== WORKING IN UNISON p 4 12 - - - - u 12 1- - - - - - 14 12 - - - - s 3 - - - 1- a I fi - - L____ p e • s -_ - 1¢'-0'14 12 ^_ - = 14 12 - i- _e - if 12 _ _ _ - 14 9 - - ___ '� 14 12 - - -t- - __ 8 8 6_ 8 75 4 1, 7 - - - 14 12 - - - - - 14 12 - - - - - - 10 4 - - 10 7S - - - - - - tl 73 ! 4 - 14 1151- -i�-- 14 17 - - 14 12 - - O.$- 4 - - _ O.5 B - -- - -^-r- 6 a S i-I- - 14 I- - ;I_ _ ]- '144 _ _ - _ _ _ _14 ==_ - _ - 7.5 - _ S _ _ _ _ _ _ 7.5 55 351 3 - -I_ 15•-0-i4� _ _ _ _ _ _ - 14 __ 14 - - - 8 e 8i7r ]54 _ _ _ _ _ _ - 14 _ _ g _ _ _ g _ }- 1 T41477SS33 14I- 14 = = I= - _ - 14 _ _ - - 5 - - - _ = 851 - - _ _ _ - B 7 5 3S 8 __ =FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 111l111 Iksti� 02020 TLTECO,01C. ®20220 R 0 BERTHA METAL SUPPLY. INC. BE 1p� 7j RTTHA H i. C T Accordion Shutter System Am ®A® ` No.441 ' "� RV. R1�#T W/OR W/O Kv WINDOW BLACE i- American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Inc. REV.N 11617-1 9 DATE DATE' er: 1/P STATE �+h Js+(s)s14.3Ds.v.F.. (305)s,FLORIDA 3116 Association, c. + OLD n=,07 /z/zoz DATE' 7/z/zozo 9. V ro re:(30S)671-1930.Far:(305)671-ISSN 4268 Westroads Drive z DRAWING No •-m4B:tm4ce4d.44m West Palm Beach, FL 33407 3 20-164 '��1'';iiss��NAL ��`�SEAL/SIGNATURE/DATE W OROA U#T 14167 6 SHEET OF 20 MAIGM IRA a.t+OfriSPACINE (ID.) RCHEDULF FOR A GNEN MAX SHLrTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNIVIL:S 1.0,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS- Pam 0MCIUVOONME BLOCK POU10 OOM2�1E (A) TO EXISTING POURED CONCRETE:(Min.fc-3 kd) MAXIM QE WALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEK(ASn.fc e 3 k5p SPAN ANCHORS SPACING JFGEHD -1XIO x 3/4'ALL POINTS SOLID-SEi ANCHORS.AS D1SIRMUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(AOn.fc=3 kW) (H) -A am N1130 ME FRISSUIE RADXG(ps! S8.DESIGN IEWIVE RAI2& _ SD.OL961N HQ:11NE AWE KtipB sl - 1/4.0 BLUE TAP CONCRETE ANCHORS TU CAP AS MANUFACTURED BY FlDRI UT FASIIIJERS gRECf.MC.(Arm,fe 2 ksi) 30 40 60 75 90 120 tfi0 205 30 40 160- 90 120 160 2O5 30 {0 60 75 80 120 tHiO 2 TAPCCN OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED B(DEWALT.INC.,AND DISTRIBUTED BY ALL f+O1NT5 SCREW,BOLT&SPECIALTY COMPANY OR ANY TAPCON WITH ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC.(Min.Y'c=3 WL) 14 12 10 8 e a 6 5.5 14 12 e e e4 12 10 9 e 0 B 6 THRFADFORM TECHNOLOGY 14 12 B a 6 6 14 12 10 9 8 B 6 6 AEI.pDINTS SOLD1-SET NOTES: DR 14 12 70 0 5 5 8 8 14 12 B 6 8 14 72 1D 8 8 B 6 5BLUE TAP W/CAP A7)MINIMUM EUBEDMIIHT INTO POURED CONCRETE OF TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 1D 9 5 F 8 5 7 14- 12 8e B B 14 12 0 9 8 e 8 8TAPPER+ ANCHORS IS t 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1-1/2't4 12 iD 8 B 7 5d 3.5 14 12 8 B 6 6 14 12 f0 9 e 8 a 5 -.- 14 44 iD -9--8- e- 8--e"114'72 8 8 8 8 14 12 10 9 8 8 6 5S A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SEr ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT I4 12 10 9 e 8 6 4 14 12 8 B 8 43 14 12 10 9 0 6 t 35 INTO STUCCO SHALL BE PERMITTED.1/4.0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 7D 9 8 8 6 4.5 14 12 B 8 8 5.3 14 12 10 9 B B 6 45 t'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 ID g 75 55 JS - 14 12 10 9 8 _B 0 5 14 12 10 9 8 -T 5.5 4 •SEE u APaMG OF USE FOR 14 12 f0 9 e 5 6 6 14 12 10 8 8 8 6 &S 14 12 10 9 B I! a 45 eX.1OE ,�51�[L9 A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 5'-0' 14/2 IO 9 8 17 4 - 14 12 10 9 8 6.5 9 3.5 14 12 10 8 8.5 5 3.5 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SAND WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 8 75+S - U 72 10 I B e B e 4S t4 t2 l0 9 8 e 4.5 a75 NOTES A.1)&A2)ABOVE FOR INSTALLATIONS ON VINYL SONG OR EYS WITFI OR WTNOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9S 7.5 0.5 a5 14 12 10 9 B 7.5 SS 4 14 f2 10 9 e e 4SN35 INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 B B 0 14112 TO 9 B 6 8 5 14 12 10 9 8 6.5 5 3.5 5_p .__. 14 12 W 9 75 SS 3 - 14 12 70 05 7 5.5 4 14 7Y B 6S 65 4 3 - (B) TO EXISTING CONCRETE BLOCK(ASTd C-90) 14 12 10 �5 8 -I- la 172 f0 9 'B as 6 3.73 14 12 10 d3!S 4 - - 1/4O TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AN MANUFACTURED BY I.T.W.BUILDEX. T4 72 E.2-5-0�.3 - - 1472 10 9 _B_85 4.5 3.5 14 12. 10 e 7 e 3.5 3 - 1/4'0 x 3/4'ALL PODOS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL.POINTS SCREW.BOLT&SPECIALTY COMPANY. f9 eE _ - 14 12 f0 9 8 7 5 4 14 12 10 B 75 SS 4 3 - 1/40 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLOPoOA FASTENERS DIRECT,INC. 7'-0' -I--� ' '"'- _ - - ---V- - - 1/4'0 TAPPER+ANCHORS AS IAUNUFACTURED BY DEWALT,LNG,AND DLSTRIBIlfED BY ALL POIN15 SCREW,BOLT&SPECUII.IY COMPANY OR ANY 18tf 85 4 14 12 B 7.5 8 4.5 AS - 14 1D.5 7 5.5 45 33 - O1HERAPPROVED UCFNSED OR AUTHORZED VENDOR REGISTERED 7YUH THE ANERICAN SIRURER SYSTEM$ASSOCIATION,INC. 7931 7 4 M_ - 14 12 10 9 7.5 SS 1 - 14 12 9 7 7.514.5 - 14 11 7 55 45 - - 14 12�10 9 75 SS 4 - 14 12 9 7 8 4.5 3 - NOTES: 8'-0" 14 72 f0 9 8 BS - 14 12 0 8 8 4 - t4 12 10 8(8�5 5 3SB.S:MINIMUM EMBEDMENT INTO CONCTETE BLACK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 65 7 SS3 - - 14 12 SS 55 4 3 - 25.93 8 5 I 13 - WRH ADVANCED THAFAOFORM TECHNOLOGY ANCHORS{S 1. ib 12 9.517.5 8 - 14 112 8 8S 5 - 14 i,122 B 6 65I 4'- 1J 95 5.5 5 >5 - - - 14 12 10 8 &S 5 I- - 14 12 B 6.5 5 1 4 - = 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO y_D. 14 12 10 9 B _ - _ 14 12 10 9 75 451-L- 14 12 BS 7 55 4 - _ ELHBFDNFM INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 IRS 75 8 4 - - - 74 11 7 55 5 3.5=_=it 8 5b 4.5 3S - - EXIST,AND i'NINBIUM FOR WAILS WITH NO STUCCO. 14 12 a EN-f - - 1-4 12 a5 7 55 4 T- 14 105 7 5.5 a 45 1.5&5 S.5 4 - _ _ 14 12 9 7_ 8 4,5 - -F97 7 5.5 4.5 3S - - B.3)IN CASE TMT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 70'-0' 14 12 f0 9 7S _ - 14 12 f0' B 8S S = B 6 5 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 1 f!7 5 33 1]9S BS S 4 3 -i 4 ] - - NOTES ELI &B.2)ABOVE FOR INSTALLATIONS ON VINYL SOUIG OR E95 WITH OR WTHOUT METAL STUDS CONSULT THIS ENGINEER. 14(ft t 75 55 - - - - 1♦ 11S 9 6 5 4 - - FOR�AWLTION INTO 9IFS WRH METAL STUDS SEE SHEET 20. OS 8 5 - - - - 14 12 8 65 SS 4 - - 5 5 4 3 - 14 12 tD - - - - - 14 12 9(7 6 4b - - 7 Sb�s 35 - _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECDMMENDA11ONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 2.S Ls5 - - - - - 12 9 6 45 4 3 - - 5 3S 3 i4 10 7- - -7 14 1U.6 7 55 4b - - 5 45 3.751- _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(CO.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 95 7 45 - - - 14 1 L5 75 6 3 - - - 12 1 9 6 45 4 12•_D• 14 12 I tD 14 12 8 65 55_ - _ 13 to 85 5 4 EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 115!IS ♦5 - - - = 11 8 BS 4 3S - - I.8 6 ♦ _J - - _ - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING JS eS 5 - iJ 9.5 65 6.. - as 8 8 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 85 - - - - - 14 1D.5 7 55�45� - 11 &5 Sb 45 35 - - REDUCED SPACING OBTAINED UST1G FACtOR SHALL NOT 8E LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE /4 12 - - - - - = 14 /15 7b e S I- - - 12 9 8 5.5 4'_ - = FACTOR IX-0--._._._ -. - - a5 B - - - - 10 75 5 4 3 - - - 7.5 5.5 4 a - - - - �A- TAPCON YA1H ADVANCED TAPPER+ i15 BsT= - -R- - - 12 X 9 6 45 4 N- - - g.5 7 5 4 - - -1= EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP 13 95 Its 5 - - - - 05 75 5 4 - - - - HV BLADE OR DICTANCE 1HREADFORM TECHNOLOGY MIN.SPACING _'1-'--- E.D. MIN.SPACING.W MIN.SPACING-3' MIN.SPACING-3 1/2' MIN.SPAM o 3' 3 3/4' e t A'-O' 14 12 - - i- 14 105 7 5S - - = 77 &5 5S 4.5 - _ - 70 7.5I- - - --7-----_ 9 7 as 35 - - - - 7-s-75 J- - - - 1 V BLADE W POURED CONCRETE&Tq�ppp�E EEGGt POURED CONCRETE& POURED CONCRETE&POURED lWaOtTTE BOOR 1sl B - - - - - - 11 8 5-5 4s - - _ _B 8.6 4.5 - -- CONCRETE BLOCK Mx M-3 t(Y Mitt EA.2 Ilr CONCRETE BLOCK CONCRETE BLOCK IM E.1L.3 1/r 14L ED•2 7/Y te'-D'7b - -I- - - 3.5 12 io s5- - - = as s's-I - - BLADE WORKIONG 0.90 t o METI 1.0 14 = - - - - _. - __ - 6.5 3 _I== - -2 7 J2. oet - t.o -- - --... os7 1.0 MRL Ell- let EDe3 12' NBL ED.. t.o D.7B t o - 10- = - -I- - - to5. -I- - 85 9 4 - - - - - IN UNISON 4 2. - ----___-- o.7t _._. _- �__ _ _ 0.51 7 _ _ _ _ _ _ _ X ss& ss - _ _ _ _ B 1L5 45 - - - - 1 3/4' - �.OSt - _ 0.43 14 _ _ _ _ !).S _ _ 10 t 1/2' -- --- - - - - - 95 '4 - FLORIDA BUDING CODE(Non High Velocity Hurricane Zone ��(11111(Uugq 02020 TILYFC0,INC. 02020 EASTERN METAL SpUPPPPLY,INC. Accordion Shutter System _ .No.44 67 11�'IE�' INC. ° © Kv. a"#1 W/OR W/O H,V.WNDOW MADE TILER TESTING &ENGINEERING COMPANY ATTIe►ICan Shutter SysteRl9 EV,w, OmempTion DATE DRAWN BY: &P , s � � F375 NX 36m.St.Ste.3D WM w 5,77RCrOEHs.FLORiDA 331D A990C10tiODF Inc. 1 OLD 77-707 /2/202 w11E: 7/2/2020 off: STATE F _ phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 :�-p�;•. �GR( p :'ct; a-mal:GtecoDcot.com West Palm Beach, FL 33407 3 DRAWING NO W omDaALk p144167E g 520-164 HEET '�ArFilfill ICE`�EAL/SIGNATURE/DATE 6 13 OF 20 MAXIMUM ANCHOR* SPACING [m.l SCHEDULE FO A GIVEN MAX. SHUTTER SPAN. e S,D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE CONCRETE BLOCK IN .TIONS (SEE MOUNTIMMS L J.K&L ON SKEET 7) POUM CONCRETE POURED CONCRETE OONCRhIE BLOCI( ( WALK OVER& I7 TREN4i JO RAINGUARD MOUNTING QK WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING BNCHORS_SPAGING LEGEND SPAx DLM aM'DG1P'RR�F m RANG(om Dsa 150VIN:RaS4LVE Rmc 4sD.OISM NL M eim�_Rh= DEM 1Dra_m_E'Pi�RE RMO W N WITH DV (B) _ _ _ _ 7APCON VRT}1 ADVANCED 3040 60 75�90 120 180 205 30.40 8D 78 90 120 760j205 30 4o fi0 7S 90 12011fi0 205 30 40 j801 75190/2o I60 205 THREADFORM TECHNOLOGY 14 12 10 9 6 8 6 8 12 12 12 12 72 15 aS BS 7 7 7 7 7 7 7 5.5 5 5 s 5 5 3 _ _ ALL POINTS SOLID-SET 3'-0" 14 iz tD 9 e a a` s_ 12 �z is 12 1s fs 9s 7 7 7 7 7 7 7 `7 17 5 6 s s-5 55 5 s BLUE TAP R 14 12 10 0 8 B 6 6 12 12 12 12 OS B B 4S 7 7 7 7 7 7 7 aS S S S 6 3 e 6 5 14 12 10 9 s e 8 6 11 12 12 12 f2 10 7.6 8 7 7 77 7 7 (7 7 S 3 5 3 5 5 S 5 TAPPERt 14 12 70 9 8 B 8 B 12 12 11 12fi'2_5 tda 85 S. T T 7 7 7 7 SS 4 9 S 5 S 3'I5 3 4- N 12 iD `B E 8 e 6 f1 12 12 /2I9'S 7 9S 7 7 7 7 7 7 7 1 7 5 5 5 554._0.. _14 12 10 9 B a0.56 4S AS 7 777 7 BS 5 5 S S e 3 S 971 12 tU B a e 6 e t2 12 12 12 7.5 55 4 7 7 7 7 7 7 7 SS 5 8 5 5 a 5 5 B 14 12 1019 IS 18 9 18 12 72 12 11 19 7 S 4 7 7 7 7 7 SS 4 3 S 3 5 a 5 15 4 3 W-0"14 12 10 s a s 5 0 12 12 12 12 10 7.5 55 4 7 7 7 _7 7 7 7 7 6 5_ S S S 5 S 5 1�12 f0 9 e 8 6 B 12 72 BS 73 a 4S ]5 7 7 7 7 7 1 7 L5 SS S 5 5 S 5 5 3 4 1a 11 10 9 6 a1 6 1 6 f2 12 12 9.5 8 45 - 7 7 7 7 7 7 ISS t 5 {5 5 S 5 (5 5 4 *SEE ANCHOR 14 t�2 10 9_ B IS 6 6 T12 1s 9 >3_Ss_ 4 1 7_ 7 7 7 7 as_]s - 5 s s s s as Js - SPECIFICATIONS is"- 10 9 8 6 8 8 12 f0 a_6 4S WS 7 7 7 7 7 7 7 7 9 5 S S5 5 5 B ON SHEET 13 14 I12 /0 9 B a 6 8 9 8 5 4 ] 7 7 (7 7 7 5.S 4 - S 5 5 3 5 B 4 ] 14 112 I10 9 e 8 8 6 10 a eS 5 •75 - 7 11 7 1 7 7 7 6 4S - 5- 5' 9 5 j5 5 4S - 14 10 6 a 12 12 10 17 1� 12 10 9 B B 6 8 12 12 12 IBS T 8 4g ! 7 `_7-}{�7-,_7 79 t7 _7-Fe S_ 9 5 6_ 15 I13 5 S 8 5 7'�" 14 12 10 8 � a B lY 10 45 5 0.5 3 7 7 1 7 7 8S 6 J �9 5 S I S S a is 7 N nT2 io s i e i e'a s 11 12 115 7-Ss'4-1 = 7 7 7 7 7 5 1- - 5 a 5 5` s 4 = 0 VALID ONLY FOR UP TO +70, -75 14 112 1O 9. e a I e - 12 12 as 7 s 4 J 7 7 1 ll$5 4s!] - - s s a s 45 as PSF A.S.D DESIGN PRESSURE 14 12 70 9 a e 6 - 12�i2 as 7s B 4s .3 - 1 (7 17 i Ii._ 1 4 5 5 1i 5_ s s s 5' RATING do FOR SPANS PER 11112 10 98 8 6 - 12(918 43 4 3 - - 7 7 7 7 59 4 - $ S S 9 S 4 3 = 4a+1z 1'D s I e e s i= 12 1i 75 e s 73==7 T 7 7s s 1s s 5 s s 54`s - SCHEDULE 3. SHEET 11 1{•1z 10 a 1 e_ a - - 12 n15 7s 6 s 3.5 - - 7 7 e"s s 4 - s 5 s 5 1 a - - 9'-D' 14 12 io s e.!!e - - t2 12 9S as ss i_3`_ __ i 7 > >7 7 a ] 5 a 5 9 5 5 s`5 1412700616 - - 0.5 B'645.5 - - 77785JS =- 5taaSl543- 14 12 70 1 9 a 8 - 12 10 8 9 b 45 - 7 7 7 65 53 ^ 6r 9 5y 5 1 S 4 14 12 7D 1 9 8 a - - 12 105 7 S5 15 3.5 - 7 7 55 4.5 3.5 - _ 6 a )5 45]5 - 10'-0"14 12 1012 it 65 a b 5 I S_ 5 5 5 6 Ib 14 12 10a'a - = 9.S 7 43 S.5 3 _ - 7 7 7 53 45 +1- 5 3 i S 5 45 J3 =)_ 1a " 7 112 9 a s 122 to e a ai 4.5 5- - 1- 1- 14 112 110 19 18 Ie 1- I- 12 95 6 5 4 3 - - 7 17 8 4 S 1- - - 5 S SI- 11'-0 14 12 10 9 1 8 8 - - I2 10 1 7 55 45 3S 1- - 7 7 7 7 7 7_35 = 5 5 5 s S(3 S 4 14 14 1210 9 e s� s � u - I- ; 5 ` _ 5 4SJ9 ;_ 'I- - `1� HV BLADE ONLY 14 11 ,0 a a B 7r53 Ls - =t- 5 5 5 5 .:5 -y-- f 14 11 10 9 a l- 12 9S 63 5 4 J = 7 7 r715 7 8 3 - S 5 8 5 0 5_ _.14 I2 10 e 8 1- - - 8 6 4 �3 - - - - 7 7 35 - - - 5 9 S 43 4 J -1{ 12 10 9. 9 - 10 7515I4 7 7 -- - - 5 S S 1 1{ 12 f0 9 a - - OS 6 5 4 ].5 S.s - - - - S 3 4S JS 3 13'-0� 14 12 f0 9 e - BS a 4.S 7 7 7 7 43 - =S_5 T S_ 5_S_ 5 13 Jb 14 12 10 9 B - - - 7 93 S9 3 - - - - 7'7 5 4 3 - - 5 - 14 12 10 9 8 =1- 9 7 45`75 - 1- 7 7 55 4.5 - - - S 5 l i 4 14 12 10 9 I- - I- I- 10 7S 5 4 3 - - - 7 e 4_3_ - - S 5_ 4_ - 11 12 1 a OS1 8 5S 4 3S - - 7 7 7 7 7 _ 8 $ S 9 9 S 4 3' 12 itl .9�f!_ j(- - aS 5 3 - - - - - 7_ 7 5 55 - S 5 .5 4 - 11 tZ�10 8 I - I- - 8.585 4 - - - - 7 7 5 1 - 5 3 'S 4_ - 11 72 1O 9 7 4S 3S 3 - - - 7 55 J5 - -_ - - 1- 5 _5 JA ]__- I- -_ 12 10 - 1= -_ 10 7S 5 4 J - - - 7 7 7 7 7 35 - I__5 5 5 0 14 12 10 - - - 5 43 7 7 4S - f1 12 110 - - - 1- a 8 4- 7 I7 S _ --a 5 6 4 I- 14 12 10 - L_ - - _87 85 4 3.5 - - T6'-0�1a 1:10 } - 9.5 7 1.9 35 ] = I_ - 7 7 7 7 8 3 -I- 8 S_ 5_ S a 4S)35 - 6 4S 3- - - - 7 S5 1 4- - - 1- 5 5 4 35 - - - - 74 12.`10{ 1_ - - 7S !x5 73 - - - - - 7 7 4.5 - - - - - 5 S 4S - - - - FlORIDA BUILDWG CODE Non High Velocity Hurricane Zone tLl1Il1It Ia7j7 0=0 TIom%INC. ©2020 EASTERN METAL SUPPLY.INC. BERTHA HVTM F' . � A Accordion Shutter System No.44167 �` E�� 1 n c � s s � Kv MADE#1 w/OR W/0 KK IA1NWN BLADE ~_ TILLIT TESTING& ENGINEERING COMPANY American Shutter Systems 1v.K DESCRIPTION DAM D11A9N ar: 14P `✓/- � SM N.N.35t0.St.St1.305.yRGM OWDENS.RORM 331fi Aasoclotion, Inc. I OLD 17-107 /2/2M DATE 7/2 2020 STATE F Paona:(sos)a71-,5so.F4x:(J05)871-153, 4268 Westroods Drive z %9'• DRAWING No 0,;., F(DRI t�+�: a-mN:Ultee409o1.am West Palm Beach. FL 33407 S c<`' rti' CA-0008719 20-164 NA ip SS+"••••• aL`��! LTO A 711.UT J,P.E. 1 F WOA U.9 a167 5 SHEET /SIGNATURE/DATE I 1 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (n o f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (rn.) SCHEDULE-FOR G FAR A Se/eu MgY CHLITTFR SPAN N .ATIVE AS D D GN PRESSURE RATING AND A rARRE S NDING MOUNTING TYPE (SEE NOUNTINGS ON SHEETS 16&17). u B !E�;-r-F;;;Z SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX 2 W MIN.GFOSS, FIR NORTH FIR SOUTH DOUGIAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 Wf MIN. G=0.36 PLYWOOD DOU MIN. W/ W/ MIN. G-0.43 W1 MIN.G=0.36 MAXNLUM PANIft) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T -WALL MOUNTINGS CEILING MOUNT T _ M. N, O & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W &X W &X W & X P& Q S&V S&V Sdcv SC.DS®ow Pam MEOd)do,09Di mum wxow6(A OMMONBM HMMMF 6(4J SD DO[SIMERMED11SW LSD COM N0.N'ER3MOK(4 WRM BAN[NORM664 3AO9A WAKMMK wslw a 0➢F116.UEf88R REX I �I�MRe,9F[RGN:({t114:D ft9A B✓eff�IEftN6(,� 30 140 60 75 90 OS 30 40 60 75 90 O5 30 a0 180 75 90 •05 30 40 BO 75 90 OS 30 40 60 75 90 t0.9 JO 40 80 75 90 h05 30 40 60 75 90 I-OS 30 40 fi0 75 90 105 30 40 80 75 90 OS 30 40 60 75 90 05 -0'OR 12 110 11019 8 8 6 6 6 6 6 6 12 10 10 9 8 B 6 6 6 6 16 6 12 la 10 9 8 8 6 16 6 6 6 6 6 5 14 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 112 12 12 10 10 9 8 8 6 6 6 6 6 fi 12 f0 10 9 8 8 66 8 6 6 6 12 10 10 9 8 8 6 8 6 6 6 6 6�5 ! 4 4 4 3 12 12.12 12 12 12 12 12 12 12 12 12 12 12 12 12 112 12 _ 8'-0' 12 LOTTO 9 8 B 6 6 6 6_ 6 5�5 12 10 10 9 B 8 6 6 _6 6 6 5 12 I10 10 9 8 7 fi 6 fi 6 6 5 6 5 t 4 4 44 3.12 12 12 12 12 t2 i2 12 t� 12 12 12 12 12 12 12 12 0. 6'-0' 1210(f09 86.56 6 66554.512 /0109 8 5 6 6 6 .5.5451210109 6 .56 B 88154.56 �443.51- 121212121212121212121121212121212108.5 12 10 10 9 6.5 4 6 6 6 5 4.5 4 12 10 10 9 5 3 8 8 6 5 1 S.6 12 10 10 7 3.5 - 6 6 8 5 4 3.5 6 5 14 4 - - 12 12 12 12 l2 12 t2 12 12 12 12 f0. 12 12 12 DS&57.5 B'-0� 12 10 10 7.5 4.5 3 66 1}6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3S 3 12 10 10 4 - - 6 8 5 5 S 3 6_ 5 j 4 - - 12 12 72 12 12 12 t? 12 12 12 lil 9.5 12 12 G 1.S 9 7.5 65 9'-0'- 12 1 111 IO 9.3_5 i_ o (B 5S .5 3.5 J 12 10 9 4 - 1- 6 6 4S 4 3 3 12 10 4 3 _ - 6 8 4,5 3-3 fi 5 3.5- - - 12 12 12 12 12 10, t 2 12 12 p 1Si9.5&5 12 12 l0 8 8S S 10'-0 12 1O 7.5 4 1 6 11 6 5 4 3 12110 6 3 - j- 8 6 4 .5 7 - 12 10 3 - _- 6 6 14 5 13 6 5 - - -_ -_12 12 12 72�_ 7.5 9.5 12 12 12 70..A8.5 7.5 12 12 9 7 6 5 1210S.S -_-_1- 6 fi4.5- - 1- 121104.5- - 65.53.51- -_-[_12 10 - - -_- 6 54 - I- - 651- - - I-_12121212108.51212125.5.817.121286.55.54.5 _12'-0'_ 72 10 4.5 - - - 6 8 4 - - - 12 10 35- - 65 3.5- - - 10 - - - 6 1f`j,5�3.5- - 6S�L-- - 12_ 1_2 12 .1.5 9.5 6 12 :2 11 8.5 7 6 12 1.5 7.5 6 5 4 12 10 - - - - 6 6 - - - 12 10 - - -_-_ fi (4^5 - - - - 7.5 - - - - 6 14.5 - - 6 4S - 12 12 12 10.`.8.5175 12 12 10 8 8.5 5.5 12 0.51=14-0' 12 10 - - - - 6 SS - - - - 12 7 I - - _ - �.5 4S 7 - 5.5 4.5 �- - 6 3 - _ - 12 f12 12 9.5 8 6 12 12 9.5 7.5 6 a.5 12 95 65 5'4 3 f2 - - 6 - - - t2I- I - - - - 5 - _ - - _ - 5 - - - - 6 - - - - - 12 12 11 9 7.5I5 12 12 8S 7 I6 4 12 9 8 512 - - 6 r- - - - 12 - 1- - - - 5 - - .- -1- - 1- 5 1- - - f- - 6 - - - - - 12 12 10.SB.56.51 4 12 12 8 9.5 5 3 1158.5 35- �1) HV BLADE OR i1� HV BLADE W/ IIN HV WINDOW BLADE WORKING IN UNISON .8' Bun• aN 6,OET S1F,Dt A,n33 OT I!19 to iDR + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHILL BE AS FOLLOWS 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN POLE Na 2 W/G=0.S5(ALD.S) -1/4.0 TAPCON ANCHORS.As NANUFAmum BT 1.LW.euuEx WI mmw EMBEOuwr AS INDICATED AT -DOUCLAS FIR W/G=OM(N.Da) EACH SECTION ON SHEETS 16&17. -SPRUCE PILE FIR NORTH W/G-OA3(:LDS) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36 QLOS&) -LAN.1/2-COX PLYWOOD(1986 APA) 2.ANCHORS To HOLLOW CELUIC SHAH.BE AS PER MOUNING TYPE U.SHEET 17 AND SNALL CONSIST OF LAG SCREWS AS PER NOS 2010 SPECIFICADONS. 4.ANCHORS SHALL BE INSTALLED FOILO"G ALL OF THE RECONIAFNDATIOIS AND SPECIflCATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(bon High Velocity Hurricane Zone, 1111111111111) 111,! 02020 RLMCO.INC. @2020 EASTERN METAL SUPPLY. I=- ��,111�P:Tr /r%,,,� BERTHA HVTM �cEN �'9�' P Accordion Shutter System L E v® 1Me. ® ® o H,V. BLADE j#1 W/OR W/0 H.V.WMW MACE N0.44 American Shutter Systems .N 11Elm"ON DATE DRAWN Br: u.P y * - TILUT TESTING & ENGINEERING COMPANY AssoclOtlon, Inc. I OLD 17-107 7/2/2 OME: 7/2/202. �a 8353 N.W.38N.St.Ste.303, MS.PROM GUW .FLOWDA 3316 ,p: STAtE F �e� Phom:(3O5)871-153D.For:(305)571-1531 4268 Westroads Drive 2 DRAWING No '•gyp FCDR P�\ � M. ' 7ty West Palm Beach, FL 33407 i 2Q-164 �i, ��'•.. 1VALTER A TuX 3,.P.E P��EAL/SIGNATURE/DATE FLORIDA LT.p 44167 5 SHEEr s 15 OF 2O I INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & HV® BLADES AS APPLICABLE SHUTTER- SPAN + 0 L— OR INSTALLATIONS I TO 0 D o TH HV BLADE ONLY SH L -wau r1NISH BE LIMITED-TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAXSPAN & ^1/4'0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1)& A WORKING IN UNISON i r i TAPCON WITH ADVANCED Y I I:Cc� f THREAOFORM TECHNOLOGY �"� �- I 1/40 TAPCON OR W/i 1/2'Min.PENETRATION I/ / i�i TAPCON WRH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO ''�'\- W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING -p -- p ----_ r EXISTING WOOD HEADER. --��__�r_ �- WOOD HFADvR.(SEE SCHEDULE ON Sl1EE1 15) p TOMIN CUSS 1 I OR SEPARATION (SEE SCHEDULE ON SHEET 15) i lip, , 7/4'D-20x3/4'S.S.MACHINE _SC TO a CN SI�IEEr X r33 stilt \ �j'7fR l a i SCR w/1/a-z0 Nurs 11.FDA-..paND ...-5/{OR(q% t 1` iI �.� = f iV ./ ® 12•D.L',. I ON SHEET 19 FOR f ✓ 1 \ / I 1"win.l�' EXISTING I BRACES OS Ali W ,`. t1t11M rf: -Ea-�6" GLASS---I 13 m+F15 r iI WALL J I T I I LJ •• 'i EXISTING MIN. I � ! �' FINISH ,I'. I 1 W= _•7,ltt[1tt11C1\ ( WOOD .t .1 1 OR t ♦ .... -1. EXISTING MIN. 1 HEADER REQUIRED l - J ) —2•x4'WO 1) )' -�• II \ I HEADER REQUIRED I + 1 f 0 TAPCON OR TAPCON WITH ADVANCED FXSfING7,IN. I J l��I 'y Il; L THREADFORM TECHNOLOGY W/1 1/2' LASSO TO(LASS(SEE i I I 'I mi..PENETRATION OF THREADED AREA TO I--- � SHEET I EXISTING �-- MW.SEPARATION TO GLASS , 11 ff Ih ` EXISTING WOOD HEADER. 17 FOR B IDE®AND---.. { I{ (SEE SCHEDULE ON SHEET f I�--�- 1 t (SEE SCHEDULE ON SHEEP 15) 1 ON SHEET 19 FOR 4 ..'i ',� GLA�� ,11I{:S 2'x4'CONi.SILL BLADES 6)&(a ILiL44� '-➢._._-- ---_ 1� PLATE REO'D. ON HV WALL HEAD HV WALL HEADER INSTALLATION O�HV WALL_SILL INSTALLATION ® ER INSTALLATION ------ -- — - 5 I' I EXISTING - ....-...-- --. .,�.. .- I MW.SEPARATION TO CLASS 1 1, S r-----_- ---777 MIN.SEPARATION TO GLASS G I I ' ff-I _r IXISTMG -(9EE SCHEDULE ON SHEET I,,) —'O {SEE SCHmULE ON SHEET T1)- 2 x4'CO Tj MAN.SEPARATION TO GLASS I I. L� G h EXISTNG. I WOOD PIATEd(SEE SCHEDULE ON SHEET 11) 1 G 7` GLA55—{ I I !] I"I I1 " @ S < 1t ACHiNE SCREWS.5. REO'D:--i 1 �. s 1/4'0-20x3/4'S.S. •- p M .I 1 1 USING 1/4"-20 NUTS NACHWE SCREWS W/ 1,, -I,, i -WALL i1/a•-20 N TTs. 12_ u ® Iz•o.c. L�-FlNISH .11 O.C. III I t a l ` .i l I I ))�^7 I•. •\"� —Ct�ORO6 O' � s '""QOR t 6 -'13 0R� 1 1 2794"CONT. I t 1 i IS I w lIF;M EQb.WOOD PLATE tt .Lit t - `i •-EO--r---EO-! oh` /'.'LtSltl �1 - PCON WITH ADVANCED . OLOGY W/1 1/2- V.,- ( t I'1` ; 2'x4-COM Nin.PENETRATION OF 7NRFIIOEO AREA TO 1/4"0 TAPCON OR TAPCON WITH ADVANCED 1�' 1 11 _. I "-SILL PIATE k EXISTING W0012 HEADER. THREADFORM TECHNOLOGY W 1 2' 11`I 1' 1 • APCON WTTI,4-0 TAFCON OR ADVANCED 7m- SHEET 4 FOR TYPICAL I, 1 11, i 1 •• / / 4 I V REQ;D. (SEE SCHEDULE ON SHEET 15} 11I+� �I g111 ( Min.PENETRATION OF THREADED AREA INTO PLYWOOD 1,�1 I SI�1 I a --WALL FINISH 1 2"MIN.CD, THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. _. . ', (SEE SCHEDULE ON SHEET 15) EXISNNG MIN.2'x4' / \ 1 PLYWOOD REQ'D. W/1/7.'Min.PENETRATION•OF 2-NOUNTWG SECTIONS CAN BE STUDS a 16'O.C.MAX,_; ANY WAY-1/2'MIN.COX PLYWOOD REWD. REQ'D.PLYWOOD TO BE WAIL FINIS THREADED AREA N S PLYWOOD SUIT A Y IWhs7ALIATION.TO ®R-HV WALL SILL INSTALLATION I-EXISDNU MIN.2 k,a"STUDS 0 16"O.C.MAX REO'D. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET IS) PLYWOOD TO BE ATTACHED 70 STUDS IN ACCORDANCE ACCORDANCE WITH YATH SECTIOR 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE DONS DF.U9E OF ©HY WAIL SILL INSTALLATION F.B.C. BlAOE IA ON SHEET 19 FLONDA BUILDING CODE(Non High Velocity hurricane Zone `,��Ig11RlIt r/�''''' 02020 XTEC0,INC. 02020 EASTERN METAL SUPPLY,INC. .�`�Q�'��cENs ✓9,� � BERTHA H!T TI,, ET, � E C ® a�T� ,�i,SovS a�© Accordion Shutter System _ No.44i i Hv eLAOE;f� w/OR w/o tiv vnNDW BLADE 3 * TILUT TESTING do ENGINEERING COMPANY American Shutter Systems Wt.N DESCRIPTION DATE DRAWN 11Y: UP o'•, STATE 0, 6553 N.N.Stith.SL,Sb.306,wRcvO,CARDQ 5,R0 m 1 31,6 Association. Inc. 7 OLD 17-107 /2/202 DATE: 7/2/2020 ff. : Phone:(305)871-,530.Fox:(305)671-1531 4268 Westroads Drive DRAWING No D' fLQ D �'` e-moil:UTtern94olmm West Palm Beach, FL 33407 3 ., eA-0008779 �i�� SIQNAL ��`` WALTER A TILLY a..P.E 4 20-164 �;z FtaDDA uo.ty 44167 3 SHEET *111;nnnnu,IP1. SEAL/SIGNATURE/DATE 8 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & TA HV® BLADES (AS APPLICABL ) MAX.-_SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE ONLY !-WALL FINISH SHALL 13E LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE R TI G SEE SHEET 9 FOR MAX 1/4'd TAPCON OR SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON _ -•-.-i��-� ._ 4'x8' Nfi. 1 ED---.-^-EO- 2"MIN ✓/ .�/ ! �- TAPCON W7rti ADVANCED ( )EXISIMG i f7_I ; ; -..-� Y` -- ( CABLE) W00 EAM R E F THREAOFORM TECHNOLOGY D EDUIR --EDG I APPLICABLE) I + W/1 1/2'Min.PENETRATION STRUCTURAL ADEQUACY ,.il! '-i"----� ---r_ ' r OF THREADED AREA TO I/4'0-20x3/4'S.S. OF FX6TING WOOD BEAN r , -• I 1 1' FHILLIPS TRU55 HEAD •��jc..J{ EXISTING WOOD HEADER. j! _.._...� 5 _ 1 a fAn.� MACHINE SCREWS REGISTERED ENGINEER OR �/ (r i -O(STING-WOOD SEE SCHEDULE ON SHEET 1� ,�,',- _L ! I I I ( ) I 1 W/1/4-20 NUTS ARCHRECT-PRIOR--70 -Ed Ed-4 -, TRUSSES OR EO EQ^i'" 0 12"O.C. SHUTTER INSTALLATION. (' � RAFTER®24' I T1�7JJ{!!/I �-- �• 19 r �,i�' 1�_.-`__/ .'r1/2 i O.C.REWIRED j I 1/4'0 TAPCON ORM-W _I.__._.- / �• :gS>JlTlll lT -; .:/OR 15.1 TPPCON WITH ASIVANCEO i�'�: / t r EXISTING SOFFIT THREADFORM TECHNOLOGY `'. %i! f i �'✓ Il / i.� !'_"--'-3/4'Mox.THX. Maz. W/1 1/2'Min.PENETRATION 7 f,/ri E I�,\ I( -! OF THREADED AREA TO EOs Q-L•! B14x3/4' D�g`'-EO--I {«�� _- ._.__._--1'x4•x1/8'CONT.ALUM.TL13E ' OPTIONAL EXISTING WOOD HEADER. �/ � S.M S• 1"" "' (6053-T6 ALLOY)W/ I I 1 I (SEE SCPEDULE ON SHEET 15) 0 6'D.C. I w (3)5/16'0 UG SCREWS TO or 13 or 15 I (;'I _`=11 or 1©or Q EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT ! .ElCISRNG MIN 2"z4' MIDWIOTH OF EXISTMC W000 Li a _7 MEMBER.(2'Min.NOMINAL EXISTING-1. HEADER REQ•D I f I OPEN HOLE AT EACH- --I WIDTH)W/2•Min_ GLASS )_. MIN.SEPARATION TO GLASS I -(SEE SCHEDULE ON SHEET 11)"—' E%ISi1NG I I I , STUD TO ACCEPT AREA.PENETRATION OF THREADED 7 I I GLASS— �fI 5/16"0 LAG SCREW AREA VALID FOR N ._._.-__._-_-. _ _. '� _... 1 I )jf( AT CENTER OF TUBE, INSTALLATIONS WITH 72psf IIII I Yea gPMAMM I I I MAX.AS.D.DESIGN LOAD AND QS HY WALL HEADER INSTALLATIONro G (� EXSTISS I Mx spxw N I I r 9'-0•MAX.SPAN.THIS -1 9Om°r W 9EET a� G(p -_ To Gw4(9� INSTALLATION 15 ONLY YA11D It FMON sw 19 FAN) I _I OR 1�4 '�11 MR MADE MADEm FOR WOOD W/MIN.SPECIFIC I ON SHEET 19 971 GRAMTY OF 0.50 AS DOUGLAS D1AE5(✓I'a® ) __O OR®� nR OR SOUTHERN PINE No.2. 2-MO TING E FOR TYCA N.SHUTTER ASSFNDLY I --Ir'- 2-ANY WAY SECTIONS CAN BE COTUNNTD OR EQUAL N ANY1wYTD suR ANY INSTAl1A7DM. TOHV CEILING INSTALLATION ! 1'HV CEILING-INSTALLATION 9 -- -- ----- - - -y7 I ma�aa« ) - �OR®o I i _ MIN.SEPARATION TO GLASS � {� �-�� T 92¢unE AO 9WA I (SEE SCHEDULE ON SHEET 11)-._.____..--.- I EXISTING 11 RXr 1&9 am TO GLASS IXISTIN B 1 G1A55� I a � I(SEE SCHEDULE ( III` V I ON SHEET 11) I I �_ ALNA ANCCHHORr�' I)i( 1 WALL _ _T LOCATION I— EXISTINI FINISH• (� ( --L I 3/a`LtW. 1 GUSs---, f Y �. r I 1/4'i 6 7 3 a w1)nW }.• $Ox3/4'f1EX 2°x6'MIN.WOOD HEAD TEK I t DECK REQUIRED SCREWS 0 12•o.e 2' 'MIN.WOOD r^ C (NO FINISH o !, j I• . . DECK REQUIRED(NO - -^-__ _ ALLOWED) ,vl t • FINISH ALLOWO) _EDGE -4iRTRRU4. - 19 `(^ '-1/2'-� 7'--•I -_ OF _ �EO--£0= EDGE OF DECK-'—- { ._--_-_ -1--- _--`__ ___ _'- -EDGE OF DECK ..`� IF APPLICABLE -__J�LR. -:E"0 _ -. DECK IF --��_.- ---.� •, 1 1 4.0-2W 4 S.S. ---" " -Y-- APPLICABLE _ IF APPLICABLE R�. 1 ao TAFCON OR L. 1' / /" —;r —.__'.� / Mn' PHIWPS TRUSS HEAD _ 1._--"~--'."_ P 2'x4'CONT. TAPCON WITH ADVANCED -MACHINE SCREWS -- --ry` 1-- ==--- - 1/4.0 TAPCON OR TAPCON WI1H ADVANC— i ��SILL PUTE THREAOFORM TECHNOLOGY W/1/4'-2O NUTS J THREADFORM TECHNOLOGY W 1 1 ? -Y MIN.---- , I, WJ 1 1/2'Min.PENETRATION ® 12'O.C. 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM- ____.-2•MN• / /2'Min. PENETRATION OF THREADED OF THREADED AREA TO TECHNOLOGY W/i 1/2°Min.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER(SEE - !EA EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) -- (SEE SCHEDULE ON SHEET 15) SEE LwlrnnoNs Dr'USE FOR OX HV WALK—OVER INSTALLATION U HV WALL SILL INSTALLATION BLADE p ON SHEET 1s -HV FLOOR INSTALLATION FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone ```•�(g(1(INiRI� 02020 TCTECO.INC. @2020 EASTERN METAL SUPPLY,INC. �`CENs:T✓�, BERTHA HVTM 7771 Vr7EC70 7,.S S 0 Accordion,Shutter System No.441 7�1, ° e Kv #t W/OR W/0 H.V.WNDOW RAVE * * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.R DESCRIPTION DATE DRAWN BY. UP G-o: STATE Q I w� 9�9 K•R.7atn.st,St" 3051 VwdwA CA1NENs.RmRM 3716 Association. Inc. 1 OLD 17-107 r/2/2oz DATE_ 7/2/2020 Z •,• Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING p,AcA,,,rrFr111 1 •�r � Noa-mal61O8 West Palm Beach, FL 33407 s0RI'D �_001�1 20 6 41%,r4. •...• WALTER A MULTI Jn.P.E. 4 NAJ BL� SEAL/SIGNATURE/DATE TLOWDA U.9 s4167 5 SHE e OF 20 END .INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS -r.r UK VIDOD SHADS REOD. 2.4'UK WOOD 27W to. N STUDS RECTI, M.STUDS (AS APPLrAME) % ;rtsx"/2 i SODMWDS. 1rAu (AS APRICABLE) wo ;4, OR"WK I/Z'FUMM710H v 1MG OIL',-, TO lIr COX V PLY#=7 No -Ow. 10051NO CLASS ;A ELOSW CLASS "T '0 I1r UK COX WL SOIARM PLY""", AD, k -1/2-UN.COX TOCLAMM AIR.SOIARAGM w 9 11"S LYNCOO. ?0=INer TOR TO GLASS w%MME,/;/21 COX 11 FOR,191"(DAV 01 SHW log IT.) 1Ow ON SHEET 19 FOR MAGISM& MAW.CLOSER my,=,, OLM;(Das ON 19"OR ON!941T 197 /2' , MM(D.(g wzs4D& WALL 9w Av 1/2- AI A T U N-11M 2:MIES. OR 21 0'. 0,6 JINI/2*&ILS. 016 Mr. T �.�A G_ 'O'LL re).—Al 7/,r • (I,-OR MOE DETAIL W- J;OR SIDE COUNC!", SEE DETAIL X FC 70 TRACKI N I %-@-@3j- in TP-JM MOE COPeEVIG. MOE Cmikli ID 111cm END CONNECTION DETAIL(2) END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL(1) EMS= RE)GUIRD)Di FDR WMS GREATER 1XM /--CLAM; Tl N A)"ORS A,,GM, j g,llr EXIST= • .C. PEREWTIM a I.-B.C. I&L snMON 0'r D.C. TO OWNE, I + SEE LIMITATIONS OF USE FOR hl�531ARUM I" f/y UK MOE= 10 GLASS(M 11 FOR SLACEC)ARD BLADE(DA ON SHEET 19 SCHMILLE CO mqw.g (D MAOIST&11 FOR SIXEM"I" ON ism 19 rcr >T!� (4) ORO_v2= 8 QR@JOR I I I VIEW WALL 11�M 2.V UN.IROOD,' WALL Lo SILDS FtEQ11 - maul DETAIL X END CONNECTION DETAIL(0 END CONNECTION DETAIL CZ .... FLORIDA BUILD] CODE(Non High Velocity Hurricane Zone] AXIlUk2020 EASTERN MErAL SUPPLY.INC. %%. . .......... 0202D 711 INC.IND \�GENS, BERTHA HVI-M No.4418 Accordion Shutter System A.S.S.A. H.V.RAM#1 W1 CR W10 KV.WNDOW MADE STATE OF TILUT TESTING & ENGINEERING COMPANY American Shutter Systems 40.N, DESCRIPTION DARE DRWN Ill.. UP 10155 N.W.351b.St..St.M,VIRGORR GAIM-S.FLORIDA 33161 Asstaclaflon, Inc. I OLD 17-107 /2/2D2C QATIE-- 7/2/2020 , -t I Phi(305)71-CA15-3 09.0 7F—9 (305)871-1531 4268 Westracds 9rve 2 biftecooCOM West Palm Beach, FL 33407 3 DRAWING NowWq-. .e*,;, 0 I)- - WALM A.0170U1Jr P.E. 4 20-16 4 P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.f 44167 5 SHEET 6 10 IF. 20 r"+t l:�lt✓5�+Qm'�4 •GENERAL LIMRATIONS AND CONDITIONS OF USE FOR BERTHA Q w FILAOF ACCORMN SHILam 112in WORKIN• IN A g lN))• (Ol> Y i 1L7)) UN1gON WRH HV WINOW R AR Oe rJ5�� r Y Y 1.MAIL A.S.D.DESIGN PRESSURE RATING:4110,-110 Psf. •1 I 2.MAX.SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6,7;AS WELL AS 1 MOUNTINGS M.O,T.U&W ON SHEETS 16&17. � ;��4yJ ��pJt OR` oUFLY CEN61) IERWI E5IERBGL INCLUDED OOR NLYATPOS NG IA. � CASE O EXTERIOR ACCESS SIDE F WITH POS NG (ll2XXYY00 16 7U TYR EA.END • • • • • • ♦ ,' �' / 1 t 1 ! 1 / 1 ! 1 S(A)H!WDIDOW BLADE R SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS UYI I•VI lll/ U llfl (3b HOLES)PoR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX 5 WINCOWS 2 (8)MN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1@j/ ALLOWED AT HV uai • • ♦ Or ° OF ANY 3•G HOLE FOR 4 SWALL BE Ir. WINDOW BLADE (C)FIRST OR LET BLADE COMING OUT FROM SfM1ERS AT ENDS MAY BE HV WINDOW BLADE 1 rn • ♦ ♦ •♦ 0 ♦ ♦ 0 l.! 0• (D)HV WINDOW BLADE 0 MUST HE USED ALTERNATE TO A SOUP HV BLADE THROUGHOUT SHUTTER'S WIDTH. • ► • I • • • _ >js / 1 n (E7 CLjQEfTJAIES 'ILL ALWAYS BE INSTALLED ADJACENT TO A SOLID HY c 6 ,1111, V BIADEL,IJAT ERHER SIDE OF THEM. 'A SEE END I 1 I ( , �'9 nn (F)POLYCARBONATE HV WINDOW©SHALL BE INSTALLED 50 7W TABS FACE CONNECTIODETAILS ON SHEETS{'j 's ♦ •, ♦ • A �' $ TONLY HE IN�IOIR OF ALED ANDE OPENING BEING PROTECTED.W LOCKED USING A W SETTING TOE.PRiMDDED BY ASOW 4!9 MUST KS% 10& 18 TYP. I 1' — 3MW� INC. FULL HEIGHT.—"- I y''�Y 6.SEE ANCHOR SPACING SCHEDULE FOR OSTAUATIONS INTO WOOD FRAME P YP __ r � a� � BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES s A- I&2 ABOVE). 4 IL 7.SEE ANCHOR SPACING SCHEDULE FOR IN SHEETS 112 INTO POURED 2 ABOVE). CONCRETE OR CONCRETE BLOCK WALL ON &13 AS LIMITED BY L I 1w SPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE).). tttt _ B.MINIMUM SEPARATION TO CLASS SCHEDULE PER ASTM E-1996: 5�(SEE PLAN FOR REQUIREMENTS) r ` p H TYP TOP&BOTTOM W I :.rj Z�pq - 6 7 WIND ZONE 60FDYUM SEPARATION TO OIA55 .�- .. tNLIMED WIDT•+-- 1 THRU 3 1• . ELEVATION MR SEPARATION TO GLASS EXL511NG C1A55--� .15EE SafDLAE ON 3DET 11 FOR 9AOEm 4 G25' '!AID ON THIS SHEET FOR®AR"S 0& -------------------i----- 7t-- `__.----- - P. 12 CO TYP. SYMA�FREAL CF.N11R!MESQ� i\ �/ _._�_ � (vnm earl r �1 W/) ON�ANO W/D�( NOTE 4 ABOVE) 22 TYPICAL 1; HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A SHUTTER* N.T.S. FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone 02020111.1EC0•INC. 152D20 EASTERN METAL SUPPLY,INC. BERTHA HVTA s 'VNIGEN ''.�9:, Accordion Shutter System • Nn.441 7 J �� E� ® 1 K c. ® e la Itv MADE#1 w/OR w/o ttv H7NDOW a" s 7M ll — TIWT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: MP �� PP'-.• STATE 0 6355 N.W.36I1.SL,Sin 305.VIRcaa EN A GARDS,FLORIDA 33i6i AssoaPation• Inc. 1 OLD 17-107 7/2/202C DATE 7/2/2620 sD• �c Phone:(305)871-1530.Fax:(305)871-1531 4258 Westroods Drive z .rC•. ( 44+• DRAWING NO .� Fs., ORIO ��,�• e-DAD:uRecc�aoLmm West Palm Beach, FL 33407 3 WALTER A0TILL0Ir1Jr.P.E. 4 20-1 64 ,',•,�♦Fs�� niEAL/SIGNATURE/DATE FLORIDA U.144167 5 SHEET 6 19 OF 20 �Wx I 1/2-x 0 V THICK INSTALLATIONS Wj Cl) HV BLADE & HV CENTERMATES Min.ASTIA A-653 GRADE 40 Mi STEEL -METAL STUD WALLS I tU AU..0_60 GALV. METAL STUDS AT w O.G. INTO 0 6"D.C.[-@/,---@ 1/2' 1 Xg NOMINAL.475' @ GENERAL UM QNS AND CONDMONS OF USE ACCORDION SHUTTER 6063-TS ALLOY 12 �13 "4&0j%TNICK 6 1 A NEL 0 O.C., o V O.C. INsSYSTEM INSTALLATION TO METAL STUD WALLS GALV_ CHAN Mi.r ASTIA A-653 GME 40 _60 SEPARATION TO GLASS SCHEDULE 3.000 • _z_ M W/(2)1.111M.-RM-L /,-'SnNG FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf) INTEFL'OR&EXTERIOR FACE APPU 2. MAX. SHUTTER SPAN: 84" MINIMUM WIND ZONE MIN.SEPARATION ASTM E-1996 SEPARATION jgUENGIH+ I. EXISTING GLASS 3. ALLOWED MOUNTING:8 ON THIS SHEET. TO GLASS TO GLASSPPPP (SEE SCHEDULE) 1. 11/4"0-20M" BOLT 4. ONLYAENTERMIATE 21 W1 24 W LOCK ARE ALLOWED 1 THRU 3 4� (Typ.) %, MUST PENETRATE @)r WITH U1 ARRANGED A METRICAL LAYOUT. USE OF (2)nM (6• LONG. MINIMUM) MUST ALWAYS BE 4 4' FINISH INCLUDED AT-EXrERIOR OR INTERIOR ACCESS SIDE OF T1 -3/4.6 1/4'x 0.035"IMCK W... -1.373"-1 -WfrLICA13LE 2513-J -.050- CONT.GALV.MEL TRACK CENTERMATE. A5TM A-6S3 GRADE 40 W GALVAMZED FASTENED TO STUDS 2) &-1E/C2f'MT0BR(rSACaREWS ON 1?T ao UWI/IEF( A D.C. 1/4"0-20 THREADS • VAUD FOR cil 611`* BLADE SLACK DETAIL HVF IS ALSO CONSTRUCTION 'd t ., � ..1� : • TION CENTERMATE APPLICA WITH BLADE PRODUCTS FAB-LOK HD 12 A-.1 1/2-.O.OW MCX 6"0 COMPONENTS Mi. -653 GRAM C. IVIS WALL HEADER/SILL INSTALLATION Mig:AMM A D.C. @ — t'EXLSTING FINISH AS APPUCAELE SCAM I" G-60 GALV.STEEL I. METAL STUDS AT is' �,eln. (Typ.-Top&BOTTOM) VA —— ———— 1 3 6 1/4-x 0.035-THICK Min. _CHT.GAL11-STEEL TRACK CHANNEL, JL EXISTING GLASS M A-653 GRADE 40 Min.G-60 INTERIOR&EXTERIOR FACE 1A SEPARATION' VARI 43b -4 C' �;-'QENTERMATES Wj iT6 G 2 ESwT CENTERMATE LASS a 5CH ED U -_04 ---E A .EXTERIOR ACCESS SIDE', --- -------- --—------- 71- --Cj4 IN C3 12 7 k V 2@1 2 D AT 12 HEADER/SILL l 'sE [VIEW Y �4:(Ty (6"Min.) SIDE CONNECTION TO TRACK Z33 C41 op.) 6 1/2"MAX.SLACK 2� (Cont.) __2_6 1/2"(Typ-).-- ka SLACK BLADE K DUALL HVF }PVC— FLOPUDA BUILDING CODE(Won High Velocity Hurricane Zone] 02020 TICTECO.INC. @2020 EASTERN METAL SUPFLY,INC. Accordion Shutter System BERTHA HVTM q'o ,... A6S.S.A® KV.MADE#1 W/OR W/O H.V.WNDOW MADE iL E ND.44161C " tapir American Shutter Systems Uv.Nc DESCRIPTION DATE DRAMN BY UP TILLIT TESTING& ENGINEERING COMPANY 63M N.W.36Lh.St,St.309.VIRCM GOVENS.FLORM 3316 Association, Inc. I —OLD-17-107 7/2/202(-VZTE-—7/2/2020 STATE F 4268 Westroods Drive Ph— (.305)871-1530.F:(305)871-153f 2 DRAWING No • 11:otecoacol. m West Palm Beach, FL 33407 3 10 OR 1, (ir CA-=6719 20-164 4 111;1, S11 WALTER A.TILUT Jr.P.E. 4% ONAI'F FLDRIDA U.j"167 SEAL/SIGNATURE/DATE SHEET 20 OF 20