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HomeMy WebLinkAboutProduct Approval `'1/612021 Florida Building Code Online •' »''�S M1W Q ECIS Home Log In User Registration ! Hot Topics ! Submit Surcharge I State&Facts ' Publications Contact Us aas site map ? links Search reProduct Approval ,USER:Public User Product Ap�rovah M1henu>PmA,I ct or application Search a QQpiicatian Ust>Application Detail Y FL# FL389-R30 D Application Type Revision oft Code Version 2020 `0 Application Status Approved CO 0101 1�1 Comments (;Archived 13occ 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@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters -FileCOVY Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Harddopy Received Florida Engineer or Architect Name who developed the Walter A..Tlllit,3r.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 R10 COI COI ASSA 131R10E1 .qdf Ft.aa rii n r01 COI ASSA iji AL�E1 2 pd FL989 R10 COS C.Oi ASSA BLADE3.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012' ASTM E-1996 2012 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code www.tlortdabuilding.org/pripr_app dtl.aspx7param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaLBB72zg%3d 1�3 116/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10115/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products i 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 F $10 II DRWING ASSA BLADE, 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 E089 R_IOAE_PER ASSA_EjLADE3.pd positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf,9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max,ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade i Extruded aluminum interlocking blades reta ne y racks(top only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No F�389 R10 II DR�iUG ASSA BLADE1.p�i 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.P_df negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HV3 blade,W-0"for+64,-72 p.s.f.A.S.D. load for Resist 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 lades retalne y c s(top COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZt No t-L�)as 1%10 11 DRW ASSA 8,ADE1 2.pd 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 FQGQ 910 AE PER ASSA BLADgi 2.g f- for Blade i and IW-0"for Blade 2.See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively • ¢ar; [dcxa Cont"ct Us::2§R1 Blair Stone Read,lBllahassm R 32399 Phonr.:850.487-1624 The State or Florida is an AA/EEO employer.fsQRgrlpht 2007-2013,State or Florida.::Privacy.Statement::Pccessibillty S ment::Refund Statement Under Florida law,omall 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 phono or by traditional me".If you have any questions,please contact 850.487.1395."Pursuant to Section 455.375(1), Florida Statutes,effective(October 1,2012,licensees licensed under Chapter 455,15S.must provide the Department with an email address If they have one.The emails provided may be used for 4 lclal 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 amp[[address which can be mado available to the public.To determix if you are a licensee under chapter 455,F.5„please dick Itero. Product Approval Accepts. 11 Credit:Card safe www.flaridabuilding.org/pripr app db.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaL8B7Zzg%3d 213 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(7ih EDRWN)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 TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED - - ON SHEETS I,THRU 15, 19&20, IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES(D& QOJ BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 9 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. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM's ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATIL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL —HV BLADE OO 00214.01-03.#0715.01-03,#1004.01-05,#1214.01-05,#0317.02-06, 10509.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 (WHERE 2: HV BLADE(1)AND HV WINDOW BLADE C1AA (=1 AND E-1996 STANDARDS(MISSILE LEVEL D,,WIND ZONES 1,2&3)&#1720.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. HERE APPLICABLE) —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 8 0725.01—B8 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A—F, CONCRETE/BLOCK SHEET 6 2.HV BLADE(D AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMTTATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G—M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE g14x2.75"AND g140.75'RESPECTIVELY,410—KT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIEID 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—T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 6005—TS ALLAY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 01-6 OF THE 2015 ALUMINUM DESIGN MANUAL MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL.3D4 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 56018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksl MIN.TENSILE STRENGTH, ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 13- AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kW MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE—WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE ,O: 12,13,14.15 AND 20 INSTALLATION DETAILS M—R,WOOD SHEET 16 HV BLADE '0& WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S—X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 B.THIS BERTHA H.V:ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT 05-458,179 ISSUED TO EASTERN METAL SUPPLY,INC. - 9.T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED M INSURE PROPER,ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: HV'WINDOW BLADE R ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND-HD LOCKS. AREA 4: HV WINDOW BLADE In ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LA13EUNG TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM's INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT S APPLIED M. - 13.(a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITECONDITIONS 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. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA-REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME-THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 DLTECO,INC. ®20 SD BERTHA HLVTM AS A Accordion Shutter-System ■ ■ ■ ■ H,V. MADE#1 W/OR W/O KV WINDOW BLADE No.441 37, American Shutter Systems 3EV.No DLseRipiioK _ DATE DRAWN.BY: M.P TILLIT TESTING.& ENGINEERING COMPANY *= * Association. Inc. , OLD n-1o7 2 6356 N.W.]BTU.SL.S1o.]05,NRGPIM CNt0ET16,FLOAIDA]J78 I/202 .DATE: 7/2/2020 ?�20 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 STATE DRAWING NO o—maiCA 0006719 West Palm Beach, FL 33407 a i 20-164 A i (( \ WALTER IILUT Jr.P.E. °''�.Ss��NAL •G�`SEAL/SIGNATURE/DATE TLORIDA ue.q 44167 5 SHEET OF 20 ��;;i 3'a TOR WIxDON t1IAD VARIES 1.916' 1.491' 0 4'�PT�o �� P.454'�1 c �v Q M.09D• �v (n � 1.200' L 4.371' 4.365' • 4.857' 4.999' ��• y 1 V r 375' ymN `r , 5 S (3)HV UNIVERSAL FLOATER CO ED UND US PATENT# 54581 O °� UALIFlED(OR USE W/ QUALIFIED FOR USE W/ HV BLADE ¢ V U BLADE 1 HV 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 60 -T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 6063-T6 ALLOYBLA AND TEMPER .s7 6063-T6 ALLOY AND TEMPER 3.226' 1.5m, 12q• tl=' ��r 670• �p� 2.670• F 3.556' n .994' r�w N .670'. 2226' _072 $�4.897' cI615' .092'HV ADJ. ADAPTER W/LIP 4.436• n1.375• o.o7z' D.o7z' szo- 3.226' QUALIFIED FOR USE W/ HV ©HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK BLADE QUALIFIED FOR USE W/ HV 0 HV TRENCH TRACK amass 6063-T6 ALLOY AND TEMPER 3.75D' QUALIFIED FOR USE W/ HV BLADE 1 OR USE W/ HV 6063-T6 ALLOY A D TEMPER BLADE ONLY. HV RAINGUARD BLADE 10 n 6063-T6 ALLOY A TEMPER 6063-T6 ALLOY AND TEMPER VARIES n QUALIFIED FORE W/ HV 1.936" t' 1.915• BLADE 1 Max. VARIES 1.936' 6063-T6 ALLOY A D TEMPER c 1.917• c o� ox -..083' _r083' I .D83 o .063' .093' .D93•$I .060• `a .060. '� m .06D' .060'of 670 I w .09J' .093'• .m ito 0pft 670 1.686' $ aAq;3 3_520' o .520' 1] 3.529' 670'.• .,y�, 1o1 HV CEILING HEADER a HV HEADER/SILL - 3. QUALIFIED FOR USE W/ HV BLADE 1 ONLY 13 HD CEILING HEADER/SILL QVAUFlED FOR USE W/ HV BLADE 1 ONLY, 6063-TS ALLOY AND TEMPER O QUALIFIED FOR USE W/ HV BLADE 1O 4 D WALL HEADER/SIL SEE SECTIONS FOR VALIDITY7 SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-TS ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 1Q ONLY. 60 6 ALLOY AND TEMPE 71 ry -- COMPONENT A '6 Ti T2 fqI-. n MN.XNNYMNt1' 1' .062' a' I12, 0 2' S'MAX. 1/8" 1/8' i8 2' 5"MAX 0.192' 0.192" UA SIDE ANGLES ©0 CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM.ANGLES 1s zs' 7'MAX 0.190" 0.190' QUALIFIED FOR USE Y!/ HV BLADE 10 QUALIFIED F0k USE W/ HV _ BLADE Q 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER ® 2" 5•MAX. 0.139"I .131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ` IjL11�ILti(i ' 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY,INC. .....Nt/ / BERTHA HVTM _ __ A S S■A Accordion Shutter System No.441 7 = Z7� E C O Nc. H.V. RAM#t W/OR W/o H.V.WNDOW MADE *� * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.He DESCIIIP0011 DATE DRAN11 Sri M.P a STATE 0 63555 KW.361A.St..Ste.30.%IRGIRA CARD6NS,FLORA 331 Association, Inc. I OLD 17-107 7/2/202 DATE 7/2/2020 _ �lO2fJ Phone:(305)871-1530.Fax:(305)871-1571 4268 Westroads Drive 2 DRAWING No �•<' 'P4ORID `'/ a-mall:61eco6awmm West Palm Beach, FL 33407 3 F,...........•••\Z-,? CA-0006718 2�-�64t i s WALTER A.TWr Jr.P.E �'". S1.. �1 "ISEAL/SIGNATURE/DATE FLORIDA Lk 8 44187 3 SHEET e 2 OF 20 4.660' .929" 6.576 1/f'-20xf 1/4'-20 DIE CAST 2.293' .745' 745' 2.293' p.334• fur NFAD THRCADFD ""-,ENANEL f S5 t/4'-20 p I eN(a1 PANTEDT![ffADED DIE CAST ="�p• c�'( m .� (2 TYPJ HOUSING ENAMEL RqJ� Ort - a BN(D)PNNIED �Od, fl l - m • c 'm u�i y •a ® EGRESS TURN 2. .062• n n - p 0 / m N n cq NNoa mo 875' .318' 4 21 0l \.4 -I_.-�•� BRASS CYLINDER 6RAS5 CNNDER 'T� in . Q, &KEYS(CHROME . (CHROME PLATED) J �N 21 Pis• o s 1.325 If = HV LOCK PLATED) QUALIFIED FOR USE W/ HV BLADE 1O&�ONLY 2 FLOATING yy• �2,� ® ® HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER QU ED FOR USE W/ HV BLADE(1)& 1A ONLY �� °y? 3.023• a75' QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ 6063-T6 ALLOY AND TEMPER 1L31 C E TE BLADE Q1 & ®ONLY. _ BLADE 7Q& ®ONLY. •� Q ALIFTED FOR USE W/ HV BLADE 1 ONLY 250'O.D. 2.674" 6063-T6 ALLOY AND TEMPER P1AST cis 1.756' .922' 2�-- SED TO CREW �i urr 4.045' Q 2.079' 1_zs,T' N if /.0Dq'� °� 6ti a�� n .360' AFTER RIVETING 0 N NI e5.6-61 1/4"�-2U5X+3/4" BEFORE RAFTING S.S. THUMBSCREW*�ISERIES 9444 ALUMINUM(20 4 T3 ALLOY)IMGE FANGEI---2'7I m - 822 �T NUISERF.PARE/082.AS MANUFACTURED 13Y AVDEL FRONT ELEVATION e " CH TEKTORN,PARSIPP ,NEW JERSEY 07054 CR EQUAL ® HV' E LOCK CE TER E © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY 2CJ9 HY FEMALE "T" LOCK CENTERMATE ® HV "T" LUCK OCK 6063-T6 ALLOY AND TEMPER (� QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE LADE(a)ONLY QUALIFIED6FOR USE ALLOY HV aND iLEDEMONLY W/HV BLADE QI ONLY. BLADE 1QONLY. 6063-T6'ALLOY AND TEMPER 1917. 1.917' - L� h 3.161 io c 0 �3y Q THUMBNRN .214' a .063 DER OR .062' m • KEYCYLINCYLINDER .214' •,� I I ,� .545' o } •� '� N 0.875•Min. .405 m n O cmi, ml 1 .125'Nox. 31 HD 0 LOCKING ROD ® HD CENTERMATE.W/ LOCKING ROD M O o 0 QUALIFIED FOR USE W/ HV BLADE(1)& A QUALIFIED FOR USE W/ HV BLADED&Q � 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INSERT VARIES, 12'MIN. 6063-T6 ALLOY AND TEMPER 804' o QUALIFIED FOR USE W/ HV BLADE 1Q&0t/4'4-Zo ss.OR 3/8'e-te 1130' 6063-T6 ALLOY AND TEMPER ACEfAL_iNU1JB5CREWS. t1/2' THUMBTURN (SEE DETAUS) CYLJNDER OR KEY r 1.57 Min.L. Cri1NDER ® LOCKING ROD 0 1.76 Mc m -I 1375 0 1/4�P ® HD LOCK QUALIFIED FOR USE W/ HT BLADE 01 HV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER © HV 3/8"fb-16 ACETAL c� FRIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1 & A J,1,lINSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS DIALLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE W HV BLADECI� QUALIFIED FOR USE W/ HV BLADE 1Q ROMA BUILDING CODE(Non High velocity Hurricane Zone ,Y1�1`�TL j1%'�I7A 02020 TRTECO,INC. 02020 EASTERN METAL SUPPLY, INC. ii ��GE ���; BERTHA HV 1L E C O �N�, A,S,S,A, Accordion Shutter System No.44 67 Kv_a fwEi w/OR w/o H.V.wNDOH BLADE _ American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY .N DESCRIPTION DATE DRAWN BY: UP q STATE F '20?.o 63"N.W.361h.St.,St.3D7,VMINA GARDENS,FLORIDA 3318 Association. Inc. 1 OLD 17-107 /2/202 DATE 7/2/2020 ��p'•, �c / Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 �� • /DRIP •� ( e- 11: West Palm Beach, FL 33407 3 DRAWING N�o+ 6719 70NALEn�\�A�i'S WALTERR A.VLLLIT J,P.E. 4 0-1 V4 AFF31NI111 W SEAL/SIGNATURE/DATE FLORIDA U../44167 5 SHE OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 41 3/B 12•T MIN. UI O BLADE TPCE 0525• iO HV BLADE t r@ I I EgOE- 1A .1875' ---7 ® HV BLADE 1A 3 � ! �J\ HV WINDOW BLADE .0625- a625� .0625' SEC110N x-x BLADE'S 1875- Y ® HV LONG RECESSED NYLON BUSHING I I �z� I M KNUCKLE .0 OPFrIm .0625 ®®® 3 I (T�) FLAT � 0.0625II / t H SHORT RECESSED NYLON BUSHING PORTION RI 7509 HV NYLON HAT WASHER @OR(a ME OCTMOR 3750' HV WHEEL CARRIAGE AISI 302-303 SERIES //02.650• x oq 0.870'x3/16"THICK NYLON WHEEL. N 1TINDOW2 7/8'MIN. 0.788'0 AISI 302 SERIES S.S. RIVETS CLEAR �L315'0 r SEPARATION °3.0D 1I 3 BETWEEN .0625•J 3.7500• �0625• ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR i F 1 4�" C, OPENINGSF �� o C NT/E4RS +ate r-Y 7500' ® HV 2 3/4"ACCORDION PIN W/ J/8 HEAD 4• EXIE180R ELEVAl10Y C ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i I i ' BEiWffN TYPICAL HV WINDOW BLADE AND -c Y 1 POLYCARBONATE HV WINDOW DETAIL OR ® or N.T.S. ((SEE NOTE FOR 1 1 1 1 L 1 kEQU,REMENTS) I I (DOR (9 I � *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12'NJN.c cE RESINS, UV—STABILIZED GRADE OR SABIC Hy PIN gEouwmms AT Exrmoa.BLADE KNUCKLE FOR TO BLADE B M INNOVATIVE PLASTIC LEXAN 103 RESIN x I I (SEE NOTE "F" ON SHEET 19). z� I i (D OR 0 (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3® 1 N0 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR Y!I (SEE POLYCARBONATE SOURCES FOR ® EXTERIOR Hv BLADE. TYPICAL SHUTTER ASSEMBLY Ta xAL PROPFA FSAPPLICABLE RESDLTN.T. 42 OR�lw.yAT REFUDICE(2) HV PIN 0 MAY BE USED IN LJEU OF ® AND ONLY AT EKTER,DE'S KNUCKLE. •fi fs= EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D e0324' NOTE* FOR { sT�le C'U'm AS1M U792 oua mM• 0D 3 mom'BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. 3REQUIREMENTS) 1 •n,P- Ir M E 1IID STRDIM ASM D= 9.400 Nl 9=Ps. FLEXUM SiRENG1R AT TR1D 'ASM IrPm 12.500 pal Mmo 0.v. (3) HV PIN ®OR ®3 W/ 1/2" O.D. 1/16- THICK S.S. WASHER O > I I FIEINRAL MODUWS AM DM N0A00 pal. N5,00o"I. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 0 SHEET O �a I r:D1 m¢oD A67M Dz5a a Fr-m/m n FT-m/n WHEEL CARRIAGE DETAIL SMox DENSDT AM MO 47.2 x w s— N.T.S. ASSEMBLY LAYOUT IRATE OF�1W.RL0 AMD83S C-1 CLASS D-1 CLASS TLIr$, SELF IDNIDON ASTM Wan 1010 7 9a0 T AM 0155 TENSLE SIT01 IR Ar1FR 1PEATRFAWD ASiM aN 9302 p.&L am Rai. n HV BLADE SOLID & _QA' HV WINDOW BLADE DETAILS "'WZaN0w`G ""°6W �' °' �°"`` N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane tone 02020 TILTECO,INC. 02020 EASTERN METAL.SUPPLY, INC. '�1Q"' I"u� BERTHA HVTA; ,'*, ... .... . ``'� FMS S A Accordion Shutter System �: E C O INC. A■ ■. ■ ■ H,V. BADE#1 W/OR W/0 ITV WINDOW BLADE NO,44 - 71LLIT TESTING & ENGINEERING COMPANY American Shutter Systems LN.N. OESCR PRON DATE DRAt�N BY: N.P * &tF — Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/202D 7S /�/1Q BJ55 Phone Ja1( St..Ste.JOS,NIi Fox (31)5),FIDRI7A J316 STATEPAane:(305)61-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No e-ma:N:ocoOPOLcom West Palm Beach, FL 33407 3Off• FC CA-0006719 , - 20-164 Q{�I O'�F'— YrFLORIDA Ue.(I 44167E 5 SHEET p3t_AL/SIGNATURE/DATE a - 4 OF 20 lIIIIIIII A B Ic G �• Y N. f r u �^�'•® *NOTES ON HV LOCKS AND CENTERMATES: a ®.,•®d�.®a® 1. MANDATORY CONDITION /1: ONE HV LOCK or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN /7y1 OR 12'ABOVE OR.D OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105 AND FOR WSf TIONS T ANY ELEVA710N. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TOU OR 1 I n.1 CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON OqO� TYPICAL SHllITER ELEVATION. 2. ;IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR qq MAY BE USED AS AN INSIDE OR OUTSIDE LOOK.CONNECTION OF LOCKS TO CENTERMATES 1 3 V OR Q SHALL BE AS INDICATED ON NOTE(1)ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDMON f2 0M QNLY WHEN MWATORY CONDMON #11 OR LIMITED IMANDAMRY CONDITION LOCKS). LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY ¢� � °R® � " MAY BE ALSOSED BE USED AT STACKINGRED TO ENHANCE POSITION UR(NONE HURRICANE CANE POSITION). RODS 0 OR AN ALTERNATIVE DEVICE v1 r 4.MANDATORY CONDITION ! ONE HV LOCK(5 ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN C7 II AND 1NSTALLA7'K)NS AT ANY ELEVATION. HV LOCK�or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO @3 CORNER CENTERMATE W/(2) 1/4 0-20 z 1/2' LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS AT-TOP&B OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. xDc-Nvc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. FIRST ON J1 VALID ONLY FOR _O•I�I o ga€ M OR 22•ONE ALTERNATE HV LOCK Md Q6 MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN INSIDE-OR OUTSIDE LOCK.ATTACHMENT� 3 a_ OF 1/4"0-20x3/4'S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4'ALUM. ( 1 x a ND°-xvo RNNUT AS SHOWN ON SECTION WE.SHEET 8.ONE LOCK SHALL.BE USED AT 1/2 OF SHUTTER SPAN OR TWO ( CE888 s LOCKS AT 1/3 OF SHUTTER SPAN. ® 6.M CONDITION MANDATORY J3 FOR KEYSTONE IJIOLT ING NSTALATIONS ONE HV LOCK 0 or®or !@ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO�t I 96.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK®or®or®MAY BE USED AS AN INSIDE OR .OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/ (2) 11/4"-20 x 1/2"LONG FIAT HEAD S.S. SEE END I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E H I J K L Y P 0 • V V! % - SHEETS 10& - 18 TYP. FULL Il ' *'NOTES ON HV "T" LOCKSHEIGHT AND CENTERMATES:, OF CORNER I . SECOND ALTERNATE TO MANDATORY CONDITION All VAL10 ON11Y FOR KV-r LOC6 db-4ND COHMMM 0 AND CENTERMATE W ONE ALTERNATE HV'T'LOCK S00 MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND ©°"®61©•O°x®�10♦�w ALLATIDN AT ANY ELEVATION.ALTERNATE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER I,AS SHOWN ON SECTION HVG, SHEET S. WHICH MUST BE 10+ 15 ox T�7•�3 1©+1©m CONNECTED TO CENTERMATES®AND®W/1/4"0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8"0 x 3/32" WINGNUT OR W/ 1/4"0-20xl'S.S.M.S. INTO A 1/4"0x 5/8" RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' ©`O`©°R©`O'18 p MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. :NOTES ON HD LOCKS-& CENTERMATES: i. H��,(ND CENTERMATES r3� OR(33 W/&y:ONE ALTERNATE HD LOCK®MAYBE USED IN LIEU OF TYPICAL n HV BLADE SHUTTER ELEVATION HV LOCKS(2I OR 9 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. - AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK e TO®IS W/3 Q8 x 3/8'F.H.S.S.MS.,AND INCLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC.SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ``a �Ii1i11 7i 62020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVT�P ....... ). \CEN ' Accordion Shutter Ss temA S S A HV. MADE#1 W/OR W/0 H.V.WNDON BLADE No.441 — TILLIT TESTING & ENGINEERING COM American Shutter Systems V.N. DESCRIPTION DATE DRAWN ErY. MP * PANY Y>! 5M N.W.36th.ST.,St.307.MRDRM GARDaS.F10RxM rile Association. Inc. 1 OLD 17-107 /2/2020 DATE: 7/2/202D STATE 0 = Phone:(305)B71-1530.Fax:(305)871-1531 4.268 Westroads Drive z DRAWING No %�'•, a-m.D:Ut.ca0a.1— West Palm Beach, FL 33407 3 20—�64 4 FS ., OR10 .•� ``� 719 waaER a nLur Jr.P.E SHEET �����i`S/ONAL �• EAL/SIGNATURE/DATE I noR(DA Da.t 44167 e 6 5 OF 20 ONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE SHEET 13) REQUIRED '1/4.0-20x3/4'S.S. REWIRED REQUIRED CONCRETE ANCHORS MACHINE SCREWS - CONCRETE AN ORS f 17 18 ^q FDR E(SEE uoUNIWG ox SNEEr 7) (SEE SCHEDULE ON W/ 1/4•-20 (SEE SCHmULE ON SHEET 13) O�`-� ® SHEET 13) NUTS O 12.O.C. 1• 1• �0R14 in: 1/4'0-20x3/4"S.S. Mtn. / ' EQ -EQ (-MACHINE SCREWS (� ( 1,p• _ ___ O 112 O.C•-20 NUTS 1/ 19 L-E0 EQ E.D+ 1/2• / I� I1 .250*Max. / 13 OR 5 / / - Ij1I 0 / 13 oR 15 / E. E.0 �1' r I .250• .250'Max. Max. OPTIONAL tt tat BADE mRD Ti 1 1 OR ' 1 i y1!+� O I 'EXISTING NIN. SEPARATION TO G1A55 -- LE GLASS EXISTING °N Sim re I I ' i I O -- (SEE SCHEDU ON SHEET 11) BA0¢O✓r� 1 MIN. SEPARATION TO CLASS `"(SEE SCHEDULE ON SHEET 11) EXISTING GLASS-- ©HV WALL HEADER INSTALLATION QA I LAT ON © HV WALL HEADER INSTALLATION + KEYSTONE EXISTING MIN.SEPARATION TO GLASS OU55—� � �`—(SEE SCHEDULE ON SHEET 11)— 1 TO mAM(SE ,1 t 1 1 OR ® I I I 1 EXISTING_ I 9DC E ON 9FE7 t MIN.SEPARATION TO GLASS t CLASS I 11 FOR BAMI)AND rl, `(SEE SCHEDULE ON SHEET 11)— I 1 W SHUT 19 FOR BLA—M k® I s' EXISTNG ' I// f i�OPTIONAL i�it ili / / 1/4'MD:. E. Max. OPTIONAL .� . E D. _ O L.EO - 1/2�� 13 ON 1© EQ / t / r114-0-20x31C S.S. PHIWPS TRUSS HEAD 1/4'o-2W/4•S.S.PHILLIPS MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CONCRETE ANCHO `l-""1B 7•J 1/4'-2D NUTS O 12.O.C. (SEE SCHEDULE ON W/1/4•-20 NUTS O 12.O.C. SEE SCHEDULE SHEET 13) Min. POURED CONCRETE SHEET 13) POURED CONCRETE / OR CONCRETE BLOCK OR CONCRETE BLOCK .NCRETE ANCHORS REQUIRED WALL REQUIRED (p) HV WALL WALL SILL INSTALLATION INSTALLATION r (SEE SCHED 1 4) ULE ON POURED CONCRETE SHEET FaHV WALL SILL INSTALLATION OR CONCRETE BLOCK—� WALL REQUIRED O HV WALL SILL INSTALLATION SILL INSTALLATION N "�F�� INSTALLATION DETAILS W/ 1—SEE SHEET 4 FOR TYPICAL SHUTTER 4 E.D.s EDGE DISTANCE ASSEMBLY SEE LINFTATIONS OF USE FOR �J\/ BLADE 2—MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE to ON SHEET 19 nl H Y IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ```A1111III�III ((y��r 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HWA 771 E C O �a�. A.S1.S.A1. Accordion Shutter System NO.441 7 — KV. aaDE y1 W/OR_W/0 KV.WINDUN MADE *: * TILLIT TESTING 6c ENGINEERING COMPANY American Shun®r Systems EV.N DESCRIPTION DATE DRAWN BY: MP 'iA Association. Inc. t OLD 17-107 /2/20z DATE: 7/2/2020 .9 ?.02p 9355 N.W.34th.Ss,St..305.VIRGNIA GARDENS.FLORIDA 3316 STATE 0 Phone:(305)571-1530.Fa.:(305)571-1531 4263 Westroads Drive 2 '�O'•, F o-maa:l4t.cocool.com West Palm Beach, FL 33407 3 DRAWING No �0R10 -�� WALTER A TILLJT at.P.E. 4 20— 64 �''vi 1111011 t�t��``SEAL/SIGNATURE/DATE FLORIDA Uc.�44197 a SH 6 OF 20 POURED _CONCRETE ANCHORS I 10L SEPARATION —��^ ! '- CONCRETE (SEE SCHEDULE ON SHEET 13) ' To GLASS(SE r I '�l OR ® EXISTING i 1 t M GLASS I O REQUIRED ON- EDGE OF 'i SO M�m I GLASS--I I-(�Sqt� i SLAB IF ON Sw 19 FOR I S�AMn@I I I SHEET t)) E-. APPLICABLE EXISTING r—(SEE•p�1EmnE ' g GLASS-'' ALTERNATE i i i it i i i 1 Ii i E%I LZAI ' ANCHOR i I I I I CA55 I l r I I I LACATION i t 1 @tOz3/4-HEX MASHER HERO 11 OR 13Y TEK SCREWS 0 12.O.C. EDGE OF V. Va ualm CONCRETE © (SEE ANCHORS 8 / LAB IF i _\ _ SCHEDULE ON SHEET 13) EO 1 E I /APPLICABLE II / EXISTING ' LIJI 1 I / '/ mCE OF GLASS--' EDGE OF II / SLAB IF SLAB SUE I 1/2 1 EDGE OF APPLICABLEAPPDCABLE SUB IFTD GIAS(SEE , APPLICABLE POURED A- POURED ON CONCRETE FLAT HEAD CONCRETE ANCHORS 1�EamE� ®� POURm / CONCRETE E D. REQU RED (SEE SCHEDULE ON SHEET 14) M'BEET is FOR 1 OR CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS aAzSw&8 REQUIRED E O. D. (SEE SCHEDULE ON SHEET 14) 11) TRENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF AS.D. HV FLOOR INSTALLATION t (1)HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER (0) HV CEILING INSTALLATION SCHEDULE 13, SHEET it ' I CONCRETE ANCHORS OLA ro�ia,ts —! (SEE SCHEDULE ON I - (S 11J ' wsn) i i l: 1 i SHEET 15) t/4'e r11Y eAA'AUhS'SD T I O 1 i I ' EXISTING TECHNOLOGY OR 1/4'O POWERS i 4• I' EXISTING i EXIGLASSSTING _1 WL�Awim to Glnss .I GU5S--1 FASTENERS UPPER+sNCHdS w I / i�_ 1(�9 4�i InE ml 51.2T it) I �1 (SEE SHEOuLE n m SHEET 1 3/4-W 06M M W O V- i i I (5�SOEDIIE O1 SND.Y 11) 'I j D I I I I 4- FOR OR SPAN•LA GER AND I . � 11 I I I I 4'O.C.FOR SPANS LARGER FPLY I _t* / •. I I F. 6-OT' T EVERT FA MAY AMD MAX. I 1 CTYR)SEALANTAT NOTEoN SHEET HEAD `1/' -O O . / DYP.)(SEE tro1Eitoff sIEET f1 i Y13 U+ 15 d10x3/4-HEX E :, iIXt UtIITAD3MAX. '� WASHERHEAD • COHr.SEALrNf--�'.I r0 1 SCREWS1ax3/a- HEx HEAD /' ® t2-o.c. X/F TEK SC I OR 1/4'0-20 S.S.M.S. CONCRETE ANCHORS -�+ 7 [�/4 A 4x3/4'S.D•S. I I 11/4•W/NUT®9-O.C. i (SEE SLH_DULEON 9 9-0.C. MOx.SHEET 14) 17 ':t/z _ 1 17 R 18 2.00-MIN.EDGE OF •SLAB IF ` ' $14x3/4-F.H.S.DS. ; MIN. FWceFD E 1 7/8-' _ 1 7/a- /( APPUCIHLE L ®9-D.C. �RE�CONCRET CONCRETE ANCHORS SEE NOTE 13(b) D PflED CONCRETE (SEE SCHEDULE ON ON SHEET 1 POUR®CONCRETE O ON N SHEET OU 13(b) D. OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK / REQUIRED OR CONCRETE OPTIONAL POURED ®KEYSTONE MOUNTING INSTALLATION CONCRETE (g HV WALL FLOOR INSTALLATION U HV WALL WALK—OVER INSTALLATION MAXIMUM AS.D.DESIGN FRESSURD+64.-72 cat REQUIRED - HAXIUUN sHURER SPAN W-O• QJ HV RAINGUARD INSTALLATION t NM* NOTE FOR COMBINATION OF SECTIONS: t THIS INSTALLATION SHALL BE E.D.- EDGE DISTANCE REMOVABLE MEN PERFORMED 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRAADJACENTNCE AN OPERABLE EXIT' •BLADE®ONSEE NSHEET OF U 9 FOR ASSEMBLY INSTALLATION DETAILS_ Wf O HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. .1 ' RONDA BUILDING CODE Hon High Velocity Hurricane Zone 01 µ11R'lII I)fC{(!�/'' 02020 TILTECO•INC. 02020 EASTERN METAL SUPPLY, INC. `., + . BERTHA'HVTM A S A Accordion Shutter System 1 L CO _ E sit c. ' . . . . H.V. GLADE#, w/OR w/o RV.N1NDOtV elaoE ND.44 67 American Shutter Systems ezo TILLIT TESTING & ENGINEERING CO'GPANY Y EV..N DESCRIPTION DATE ' DRAWN BY: MP 'O STATE F = N330 N.W.36M St'Ste'305,WiGWP GARDEN''FLORIDA 3316 ASscdction4 Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 Z f)'.• Phono:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING NO mn11:U11...0oal.aorn West Palm Beach, FL 33407 3 F[0R1 p4ck': 06719 / 'j'?=�t WALTER A DLUT J,P.E. 4 20-164 S��NAL �SEAL/SIGNATURE/DATE FLORIDA u`'Q 44167 5 SHEET 6 7 OF 20 SEE END WALLCETS 10 & IS SEE NOTES ON LOCKING RODS D,HV LOCKS®or 2© OUT 9Tr I N EXISTING GLASS INSTALLATIONS W f 1 .HV **BLAANDDE E SLACK DETAIL HV LOCK®ON SHEET 5. BLADE W HV CENTERMATES C�NATES APPLICATION(WITH�o OR SEE END WALL CONNECTION 10•�5 Q,�3 6RQ.©� EXISTING GLASS DETAILS O ©•�] ,©OR©,O•®011 I \ ©,®-@'®-®.©- ----------------------- -----------------Oo © ® 00 z':z':1/a1D•-za`�, B • 8�, 9• m 19• 5 3 1/a' 7• s 1/z' 7- t— (bow-T6 ALLOY)ALUM. OPPOSING ANGLE W/(z)1/4•0TAPCGn1/z• ®•® SYMMETRYCAL ANCHORS Ta CONCRETE CENTERMATES CENTERMATES17MIN (TOP/BOTTOM)kB10x3.4 S.MS.® 12• 111111/2'S.M.S.To TU6E O.C.FULL LE 12" HV LOCK or J HV LOCK " or 2_5 AT EACH ANGLE(1YP) / Z * 3 / ® � @� 35* IN I -� - ------ -- -- (----- ---�- -- ------- ---- -- ----- — I I 1 „®oR©•0�0�10,�„ OUT' 10'O°^©-0�©•©� HVA HVB © ® O'O O�O © HVC as oR 6 7 w 8 1 Q• �^ POURED CONCRETE OR EXLSTING GLASS CONCRETE BLOCK WALL ©'O•©°P©'O•1$ I '10'�$�t©*�oR 1 ,©oR REOU ED 8oR1 • goR 8 • 7 owl L———————————————— • — EXISTING ©'O © � O SYMMETRICAL IN �' 70'©-�'o ® rcuss a a 9• 3 w 19• 5 �ETusnNc CENTERMATES 6 r�, © � Q MINTO SEPARATION / I GAS 1 * II S m+1 • 8 on E ' 7 (SEE SCHEDULE / W/ HV LOCK 6 j (INTOnoN&) O' Og,©°R 19•®5 ON SHEET 1 t) MIN.sEPARAnON ro cuss 3 "'®'® "7 (SET SLHEOULE I N OPNONAL _ — ON SHEET 11). (INTERIOR) _—_—_—_---_ Ak _—_—_—_ —_—_—_—_—_- - - - OUT _ �rANGRE0 f Oi /ANCHORS C. ` '� I ��[ARIE 16'O.C. 11 r 3 i VARIES / OUT 6 1/2•MAX.SLACK OUT �� (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM F _ S Accordion Shutter System No.44 67 I L E C O >IHc. ■ ■ ■ ■ Itv. anDl g1 w/OR w/o xv WINDUY BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems v.N DESCRIPTION DATE DRAWN BY: MP 's STATE F 6355 N.W.36th.St-Ste.303.VUMMA GARDENS,FIDRIDA 3316 AaSOCTOtIOnA Inc. , OLD n-1o7 /2/za DATE 7/z/2o2o �'. Phone:(305)871-1530.Fox:(305)671-1531 426E WOStroads Drive 2 DRAWING No %O�•. �(DRI P, ` e-man:UTLoco6001- West Palm Beach, IL 33407 3 'lQ-1 64 °NIAI at1E.�%SEAL/SIGNATURE/DATE W LOORIDA u 1"167E e - SHEET OF 20 I _ ALTERNATE NS ION W HV "T" LOC 0 V MALE FEMALE 'IT" LOCKS CENTERMATES 8 9 & LOCKERS W In HV BLADE SEE END CONNECTION DETAILS ON SHEM 10 & 18 INSTALLATION (1) HV BLADE OUTLASS V IN ' °�— TNG` LIIADEOSLACK DE,AIL HVF,INDICATED ON SLEET 8, W/ HD CENTERMATES (D�i��. 1®a®O9O O O O AN WELL AS IRAVERSN.T,WAY USEDADE DETAIL THIS XALTERN . `0 6• 7 a 8 w 10• 3� INDICATED ON 7105 SNEEf,NAY SEE USED WITH THIS ALTERNATE I 10• ®. ®.®a NSTALIATION DETAIL HVC SHOWN IN THIS SHEET. DETAILS ON SHEETSN10 &018 (e°fi4-76 ALLM KUW ANGLE w/(27 1/4'0 TIFWN I e/e- II •® 35 t * 35 AN 0 CON F= ' — (OPIIDNAL) 4 (OPTIONAL) (TOF/Uorm)& L------------------------- -- --- -- (a)110a1/2-eJ15.70 RQE i /10.]4'S.MS.O 12' --------------------- ---- AT 2 ANGLE.(5 O.D.RRL LFNCM. * IN (4)H.V. IN (4)N.V. 3 YNro@ApiripN C 5 3 30 HV T" PNS(TTP.) e J • 7 J/a. IAxs(Trn.) / °° \ G LOCK (INSIDE) Q - � I 11/aT \ $ 28 s t o- 1 J/e- ® 3 0 UT 31 oR 2 3 31 DR 32 31 oR� 31 oR 32 * 35 a1 SEE NOTE s FOR xv LE OK 3 %�rT_IW/4- 0-20 x 1 1/2" S.S.M.S. 435 (ornoNAL)/ 7/8"0 x 3/32" WINGNUT. (oPnoNAU HDB—HVB OUT HDC—HVC r LDCx.ON SHEET S. * SYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE) � SYMMETRICAL HD CENTERMATES HVG* W/ [n` LOCK (EXTERIOR) W/ Qf LOCK (INTERIOR .t SERIES 94"ALUWMM ) (2024-T3 ALLOT)LARGE FIANCE THIN ®y,©•OaOo,1D•®� %IEET NUTSERT,PART/Ga". AS MANUFACNRED Be AVM CHERRY 1O•�®a®•®w®•®w TE%TORN.PAR 71,1Y.NEW JERSEY ©•O•®�°©•O•®°•07054 OR EQUAL s•®a®.®vp.�„®.® O *SEE NOTES ON LOD"RODS B&ND®LOOS ON SFFET S Z! 1 **UNNESQ.FLOATING%AXQ DRA1L 1DD-N R YAUO NOR ALL CENiFA1NTEs APPUWIONS rA1V1 9VDE O HDD—HVD** FLOATING STACK FLOPoDA BUILDING CODE(Hon High Velocity Hurricane Zone 1111E LH 02020 11LTECO,INC. 02020 EASTERN METAL SUPPLY. INC. BERTHA H VTM ?yam?='��GENS '•P I L E C O -N�. A,S,S.As Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V.W IA M BLADE 3 No.44111 _ American Shutter Sysfems TILLIT TESTING & ENGINEERING COMPANY Ev.X DEscTaPnDX DATE DRAWN BY. PAP Association, Inc. , OLD n-1o7 /z/zoz uTc /z/zozo _ bJ55 N.W.JINN St,Ste.M.YIZGVOA GARDENS.FLORIDAF 3318 's O'•, STATE Phone:(3Ds)e71-1530.Fax:(305)Ln1-1531 4268 Westroods Drive z DRAWING No " 11:tiftc jlg West Palm Beach, FL 33407 3 �/��C`S•• •�(� �- WALTER A,nLW Jr.P.F_ . 207164 oAa 0Sl �,i"IEAL/SIGNATURE/DATE FLORIDA Uc.p H167 s SHEER 6 9 OF 20 T/' POURED CONCRETE°R �/ • POURED CONCRETE POURED CONCRETE CURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED BOCK WALL REQUIRED R CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED IXISTING —- IXISTING GLASS IXISRNC GUSS —� 2'MIN/ IXISi1NG CUSS MIN.SER.11ONY NIN. TO GLASS(SEEIJ/ WN.SEHaFATIONN.SEPARARONS1 FOR ON (DAN TO GLASS SEE M10 GLASS EQ GLASS(SFE - SC1EDlAE ON SHEET 1 SQ®tqE ON SHEEP / ON SHEET 1/16'x3'MAX. 1CN SHEET 19 p 11 FOR HpDEOAND ' EE 11 BLADE FOAND (6063-Tfi)CO ER BIAL6S Q&QbJj ON SHEET 19 FOR 11 FOR SIADE®AND (LOCATE AT ON LLT 19 FOR ALUM.CLOSER 1/2 / ON SHEET 19 FOR EITHER SD ) m&® PLATE (LOCATE +/2• ` BLADES &QI� Tel BLADES m& CFO) I. AT FJTHER SIDE MIN. 1 MIN. OF I •F USE 1'OR 2'MAX. 0'.' 2,S.M.S.�I _-- (AS APPUCABLE)x2'x1/8'x0'-z' 1 _-- �lOxt/2' M J ' -- ALUMINUM LUP ANGLE ` -- ® 16"0. . ----- (6063-T6 ALLOY)AT MIDHEIGHT J (1) d10x1/2"S.M.S.TO®& J ' Y 4 a• SEE DETAIL FO� 2)1/ P I D.C.S ANCHORS TO ALL AT 1'O.C. (LOCATE AT SIDE CONNE ON )U OR ER SIDE OF®) O OR OR ®� SEE DETAIL E FOR OR �y TO KS w® O 7OwOw©O.®w 4. SIDE CONNECTION �+ w 6• SEE DETAIL X FOR w 6• 7°•B 0•®v TO TRACKS w m 6 !71 v,_8 10.®w 1 ,®v®'�©•®m SIDE CONNECTION TO TRACK 1 w®v©•(O7�vOM�"�'®w 1 •®m©•®w©•©m • L 6•�7 6 7 �•®"®•`L9'_©•®m � •©v�•�•®w ©•O7 .©w©.07 .®w END CONNECTION DETAIL 01 END CONNECTION DETAIL ENDNECTION D L END CONNECTION DETAIL -POURED CONCRETE OR 1 L REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' -—————�EXISNNG CLASS CONCRETE BLOCK WALL EXISTING - 4, REQUIRED GLASS 4 �ARATION �70 1/2'S.M. ' It / MASS(� ® 1s" .a AEL Y i------ I SCHEDULE MA ON(SEE / SEPARATION a -- 17 FOR BLADE(DAND CONCRETE 1/2'MIN. TO GLASS(SEE ___ ___.. ____ ©OR®OROOR ON 9W 19 FOR ANCHOR® ® 1�TH� __ _� _ OR OR(9 OR 1 CONCRETE MPDES a)&Q) 12 O.C. 4 ANCHOR 5 BLADES m& ® 16' 1/2'MIN. 1 / O.C. �_-__ --_—_ --_ - J _i 2"LAN. _ / EO. l 6 S OR0OR 2'MIN' • SEE BLADENSHEET 19 FOR @O13OR ) OR@ VIEW Y OF 5 MA ON 11I// 1Q OR ®' PLAN (!)OR ®• w©,Ov© 10•®^+ DETAIL X POURED CONCRETE OR ®w®•�©•®w END INSTALLATION CONCRETE BLOCK WALL 10• REOUiRED '°'•®w©•®°'©•®w ©•O•©w©•O•®w 1 HV BLADE OR HV WINDOW BLADE INTO ©•O•©w©•O•®w C� ® ®w®•�O•®m ®'®w®'®w�'®w CONCRETE OR CONCRETE BLOCK WALL. j END CONNECTION DETAIL Q O ®wO ® + ®m®•® END CONNECTION DETAIL© ®w® ®wp FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone I% w�nl ,.. �a... ®2020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. - BERTHA HVTM F IL E C O�m- American A■S■S■A■ Accordion Shutter System No.44 67 Hv elaDE gt w/OR w/o Kv YANDOVJ BLADE *; '* j •�/li7 TILLIT TESTING & ENGINEERING COMPANY Shutter Systems ry,N. DESCRIPTION_ DATE DRAWN BY: M.P = b STATE F — 6355 N.W.35U,St,S1e 305,VRMNA GWDMS,n°PoM J318 Association. Inc. , OLD 17-107 /2/20 LATE! 7/2/2020 '9•, P : `; Phone:(305)871-1530.Fax:(305)1171-1531 4268 Westro°ds Drive 2 %�,tF F�ORf ?� No °-mmCC DILWO5719L°°" West Palm Beach, FL 33407 s DRAWING QQ G164 '','',�Ss�ONAI111k{d BSEAL/SIGNATURE/GATE WFLORITER A n. Jr.P.E a FLORIDA Ue.8 44187 s SHEET i0 of 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN "L+" MAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L ft. FOR INST IATION GFNn • NOTES: CENTERMATES.0 &® or or ( ) R "L-" (ft.) INSTALLATIONS INSTALLATIONS W/ !� NTERMATES W/ ONE H.V. LOCK ® or ® or or W C06UWSORY& WOOD POSE S.IDUDESCN PRESSURE RAT FOR ING. GIVEN & W/ONE HV LOCKS HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or® OR W/ NO LOCKING WALL A, 8, C, D, E, M, N, 0, P, Q, L-' MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES ®& ®W/ ONE HV "f" W/ NO LOCKING RODS® A.S.D. DESIGN PRESSURE RATING. LOCK® W/TWO, LOCKING RODS ®TOP & (SEE NOTES t,tt) RODS MOUNTING F. K & L R, S, & V. (muo FOR MOUNTING Q BOTTOM (SEE NOTES ,1t (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING G. H. I, 11, J WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR CEILING: CONCRETE&WOOD INSTALLATIONS CONCRETE&WOOD MOUNTING T. U. W & X / ' CONCRETE & M ASADESIGN Arun D¢vat I T N, A.S.D.DESIGN INSTALLATIONS GIVEN A POSITIVE A.S.O. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/CEILING v RE WALL MOUNTING vramwE DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE RATING MOUNTING RA°"G & RRLIND FLOOR/CEROR MOUNTING GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. (POR (•°•t•) FLOOR/CERING MOUNDNC (p.at.) OR (+OR-) I.OR-) FLOOR ALL MouNnNc - DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. L+ (N) L-(eJ 'L+ (III L-(fl) L+ (N L-(8) L+ (IQ •.L-(6) O MAXIMUM SHUTTER SPAN "L+"OR 'L FOR 30 OR LESS I6'-0• 16'-0" 16'-0- 16•-0' 30 16'-0' 16'-0' 30 16,-0" 161-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10- 14'-10- 15'-2" 1B'-O' 35 14'-10" 14'-10' 35 15'-2' 16'-10' 105 psf.A.S.O.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND 'L-'. 40 13'-10" 13'-10- 14'-2' 1572- 40 13'-10' 13'-10' 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13•-1' 13•-4"_ 14'-3' 45 13'-11 13'-1' 45 13'-4' 14'-3' 't HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8' 13'-7' 50 12'-S' 12'-5' 50 12'-3• 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10- 1V-10' 12'-1" 12'-11• 55 1V-10" 111-10" 55 11'-1' it'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 1V-4' 1V-4" 11'-7' 12'-4• 60 11'-4- 11'-4' 60 10'-2• 10--11- NOTE#5, SHEET 5. RATING: 65 10,-10" 10'-10" 1 V-1' 11'-11' 65 10'-10" 10,-10' 65 9'-5- 10'-1" DETERMINE: 70 10'-6' 10'-6' 10•-9' 1V-5- 70 10'-6' 101-6' L 70 8•-9' 9-4• - L2+= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. += MAX.SPAN FOR FLOOR/CEILING MOUNTING 75 10'-Y 10'-1" 10'-4' -11'-1- 75 10'-1' 10,-1" 75 - W-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN"L+'OR INSTALLATIONS. 80 9'-10' 9'-10- 10,-0- 10,-9" 80 9'-10' 9'-10' 'L-'AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A CNEN NEGATIVE A5.0.DESIGN PRESSURE 85 9'-6- 9'-6- 9'-9' 10'-5" 85 9'-6' 9'-6- INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3' 9'-3' 9'-5' 10'-1" 90 9'-3- 9'-3- SHALL BE LIMITED AS FOLLOWS: DETERMINE: 95 9'-0. 8'-9" 9'-2" 9'-10' 95 9'-D' 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 C 100 8'-9' B'-4- 9'-0- 9'-7- 100 8'-9" 8'-4' /FILING MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8•-7' 7'-11' 8'-9' 9'-4' 105 8'-7' 7'-11' 110 8'-4- 7'-7- 8'-7' 9'-2• 110 8'-4- 7'-7- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8•-2- 7'-3- B'-4' 8'-11' 115 8'-2' 7'-3- MINIMUM BETWEEN'b+'. 'U+'."Li-'AND "U-' 120 8'-0' . W-11- 8'-2- B'-9- 120 B.-G. 6•-11' SEPARATION TO GLASS SCHEDULE (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10" 6'-8' 8'-O' 8'-5' 125 7'-10' 6'-8• ALLOWABLE SPAN AND NEGATIVE A.S.D.DESIGN 130 7•-8- 6'-5' 7'-10' 8'-1" 130 7'-8" 6'-5' PRESSURE RATING 10 DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2- 7'-9- 7•-9' 135 7'-7- W-2- WIND ZONE MINIMUM I SPACING. 140 7'-5- 5'-11' 7•-7' 7-6" 140 7'-5' 5'-11' ASTM E-1996 SEPARATION 145 7•-3- 5'-9' 7'-5' 7'-3" 145 7-3' 5'-9' TO GLASS 150 7•-2- 5'-7- 7'-4' 7'-0' 150 7'-2' 5•-7- 155_ _ 7'-0• 5'-5- 7'-2- 6'-9" 155 7•-0- 5'-5' 1 THRU 3 1" 160 W-11, 5'-2' 7'-1- 6'-7" 150 6•-11" 5'-2- 165 6•-10' 5'-1- 7'-0" 6'-4" 165 W-10- 5'-1' 170 6'-9' 4'-11' 6'-11" W-20 170 6'-9- 4'-11- 175 6'-7" 4'-9- 6'-9" `-O 175 6'-7'. 4''-9- 18 ' 5 - '- - -8 8 -10 4'-6' 185 6'-5- V-6' 6'-7' 5•-8' 185 6'-5' 4-6" HV BLADE 190 6'-4- 4•-5- 6'-6" 5•-6' 190 W-4- 4'-5- 195 6'-3' 4'-3' 6'-5" 5•-5' 195 6'=3" 4-3 200 200 8•-2- 4•-2- 6'-4- W-3' 200 6'-2' 4'-2- 205 6-1• 4--1- 6--3- 5'-1' 205 6 '-1 4-1' FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' 02020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY,INC. (� BERTHA HVTM & S S A Accordion Shutter System =-E -C O N . ■ ■ H.V. BADE#1 W/OR W/o H.V. HINDOW aADE s No.4 11 American Shutter Systems REV.N DESCRIPTION DATE DRAWN 9tt MICN.LG. *: • TILLIT TESTING & ENGINEERING COMPANY Association, Inc. f OLD 17-1D7 /2/20 r1 8155 N.W.35tA.St..Ste.305.VIRGINIA GARVENS.FLORIDA 3316 DOTE: 7/2/20204268 Westroods Drive 2 i o STA OF / Phone:(305J871-1530.Fm:(305)871-153I DRAWING No a-mnR:1RlecvOaol.ccm West Palm Beach; FL 33407 3 'ry�iC'•FZO Iul`— � G-0006719 4 2�—�6'� ,,(CS G,�'`p• WALTFR A.T1 L1r Jr.P.E. ,,7jAi�s/0N L1/SIGNATURE/DATE FLORIDA Uc.0 44167 8 SHE OF 20 MAXIMUM ANCHOR* SPACING (in) SCHEDULE FOR A GIVEN MAX, St;InTr_a SPAN. A.S.D._DESIGN NEGAP E PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRION ETE OR CONGRETF ANCHORS SPACING 1 FCFNn POURED CONCRETE (5EE YOUM9+G5 ti B,C,D AND F ON SHEET a POURED CONCRETE CONCRETE BLOCK TAPCON OR M"MU WWALL HEADER MOUNTING (9 WALL HEADER MOUNTING ®WALL HEADER MOUNTING _)WALL SILL MOUNTING D WALL SILL OUNTINC C& WALL HEADER/SILL TAPCON WITH ADVANCED SPAN W/ W/ 4 W/ W/ MOUNTING THREADFORM TECHNOLOGY (R) AsA MEN N1rATNE P ssm RAlIN6 ASD.061a1 NFrAlhf PRS5M RA1&0 es ASD.DE=TOWNE PR=RE FA[9AT ASO.DEN NEi"1K PW591RE RA910 L ASO.OFSNN NFfANE PPECS11f7E iP&(pet!en Val NErAi6T Pf855UBE ATMALL POINTS SOLID-SET 30 40 60 75 BO 120 180 205 SD 40 160 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 206 30 40 80 75 90 120 160 205 BLUE TAP 14 12 10 9 8 a 6 6 14 12 10 9 8 B 6 6 14 12 10 9 8 B 6 6 14 I2 10 9 a 8 6 - 14 12 10 9 8 8 6 5S 8 8 8 8 8 8 7 5.5 3•-0- 14 12 10 9 B B B 6 14 12 10 9 8 8 6 6 14 12 f0 6 5 8 6 6 14 12 10 B 8 H 6 8 14 12 70 9 8 8 8 8 B 8 B 8 B B 8 a TAPPER+ OR 14 12 ,0 9 6 8 6 S 14 12 10 9 B 8 6 B 14 12 ,0 9 B 8 B 6 14 12 10 B 8 8 6 3 14 12 10 9 B I 8 B 1 6 e 8 8 B B B IS 65 14 12 10 9 14 12 10 9 8 8 6 6 14 12 10 9 B 6 8 B 14 12 10 9 8 8 B - 14 12 10 9 e I a 8 1 6 B 8 B 8 B 8 0 7 14 12 10 9 8 8 6 4 14 12 10 9 8 B 6 B 14 12 10 B B 8 a a 14 12 10 9 0 7 - - 14 12 10 9 B 7 55 - 8 e e 8 8 7 5.5 4 4•-0- ,4 12 f0 9 8 8 6 4 1, 12 10 B 8 a 8 6 /t 12 f0 9 0 8 6 6 14 12 10 9 B B 5.5 - I4 12 10 9 B B 8 6 8 8 B 8 8 a a 8 14 12 f0 9 6 B 4.5 - 14 12 f0 9 8 B 6 4 14 12 10 9 8 8 a B 14 12 10 9 8 8 - - 14 12 10 B B 8 6 a s a e 8 B e5 5 14 12 10 9 8 8 6 4 14 12 10 9 8 0 6 e 14 12 10 9 B 8 6 6 14 12 10 9 a 8 14 12 10 0 B B 8 - B B e a e a 7 S5 14 12 10 9 0 8 45 - 14 12 10 9 8 0 6 35 14 12 10 9 B 8 8 5 14 12 10 9 7.5 - - - 14 12 f0 9 -5 5.5 - - 8 B 8 8 75 5.5 4 3 SEE ANCHOR 5•-0" 14 12 10 9 B B 45 - 14 12 10 D e 8 6 A,5 14 12 10 9 8 8 6 6 14 12 f0 9 8 7 - - 14 12 10 9 8 8 8 - 8 a e e a 8 B 8 11 12 10 9 8 54 - - 14 12 f0 B a 8 4.5 - 14 12 10 9 8 B fi 5 14 12 10 B 8 3 - - 14 12 10 9 5 7 - - 8 B 8 B 8 7, 5 4 SPECIFICATIONS 14 12 10 9 a B 4 - 14 12 10 D 8 0 B J-5 14 12. 10 9 B 8 8 6 14 12 10 9 6 - - - 16 12 10 9 B 7S - 8 a e a a 7.s SS 4 ON SHEET 13 14 12 10 9 8 55 3 - 14 12 10- 9 8 a 4.S - 14 ,2 10 9 8 B 6 6 14 12 9S 7S 4 - 14 12 9S 7.5 E.5 JS - _ 8 B 8 7S &5 4.5 35 6,_0- 1♦ 12 f0 9 B 53 - - I{ 12 10 B a 0 IS - 14 12 10 B 8 8 B 6 1/ 12 f0 9 B 4 - - 1L 12 10 9 B B 4 8 8 e 9 8 8 8 7S 1{ 12 10 9 8 3 IL 12 ,0 9 e 8 - - ,4 12 10 9 a a S9 3.5 14 12 10 9 4S - - 14 12 ,0 9 75 4 _ B 8 8 8 7.5 5S 4 3 14 12 10 D B 5 - - 14 12 f0 9 a a 1 - 11 ,2 10 9 0 0 6 5.5 74 12 10 9 5 - 14 12 10 9 B 45 - B B 8 a e B 45 - 1t 12 10 9 8 4 - - 14 12 10 9 8 6.5 ! - 14 12 10 B a a a - 14 12 8 44 - - 14 12 B 8.5 SS - B 8 8 6S 15 4 3 7,-0- 14 12 10 9 8 4 - 14 12 10 9 0 6.5 J _ 14 I2 10 B 8 8 6 - 1, 12 10 9 8 - - 14 12 10 9 B 7 - - 6 fl B D 8 B 7.5 8 14 12 10 9 4.5 - - - 14 12 ,0 9 e 4 _ 14 12 10 9 8 7 4 - 14 12 10 SS - - 14 12 10 8 65 - __ B 8 B B 85 5 3.5 - 14 12 10 9 7.5 75 - - 14 12 10 9 a 6 - 14 12 10 9 B B e 14 12 10 6 14 12 10 85 7 e 0 B B 7 5 4 14 ,2 10 9 5S 3 - - 14 12 10 9 B 45 - - 14 12 10 9 8 8 - - 14 11 7 - - - _ - 14 1, 7 5.513.5 - 8 8 7 5.5 4S J5 - 14 12 ,0 8 5.5 - - - 14 12 10 9 8 4.5 - - 14 ,2 10 9 8 6 - - 14 12 10 7 4 - - 14 12 10 9 8 3 - - 8 B B 8 8 74 7 4 6•-O- �q ,2 ,0 S5 3' - - - 14 12 ,0 9 6 - - - 14 ,2 10 9 8 5.5- - 14 12 Bs ] - - - - 14 12 8.5 7 , - - - 8 8 8 7 55 { J - SEE UM ATIONS OF USE FOR 14 12 10 9 5 - - - 14 12 10 9 B 4 - 14 12 10 9 8 8 - 14 12 95 - - 14 12 9.5 7.5 4.5 - a a a 7.5 6 46 GLADE 1�A ON SHEET 19 1{ 12 10 fiS 4S - - - 14 12 10 9 7.5 - - - 14 12 10 9 B - 13 95 4 - I- 13 95 65 5 8 8 6.5 5 4 3 14 12 ,0 S5 4 - - - 14 12 10 9 7.5 - - - 14 12 10 9 a - - - 14 12 f0 5 - - - - 14 12 10 9 5.5 - - - a a a a B 6S 6 3 14 12 8.5 4 - - - - 14 12 10 9 45 - - - 14 12 16 9 7S _ - 14 115 4.5 - - ,4 11.5 75 6 6 8 75 B 5 4 14 12 10 e 4 - 14 12 10 9 7 14 12 10 9 6 14 ,2 5 14 12 8 BS - 0 8 8 I5 55 4 _ 14 ,2 95 5 35 - - - 14 12 10 9 S5 - - - 14 12 10 9 B - - - 1.5 8.5 - - 11.5 85 5.5 - __ a 8 55 45 3S - 14 12 95 5 35 - - - 14 12 10 9 5.5 - - 14 12 10 9 8 - - - ib 12 7 - - - - - f4 12 10 75 5 - 0 8 5 a 8 7.5 4.5 - 10•-0" 14 12 S.S 3 - - 14 ,2 10 6 J - 14 12 10 8 8 - 14 10-5 J _ ,4 10.5 7 35 - 8 0 7 SS 45 15 - _ 14 ,2 9 {5 3 - - - 14 12 10 8 3 14 12 10 9 B 14 11 74 11 7.5 - _ - _ 8 8 7S 8 5 14 12 7 - - - - - 14'12 10 - - - - - 14 12 10 - - _ - 05 B - - - - - _ 0.5 8 5 - - - - 8 B 5 4 ]5 - - - 14 12 7 - - - - - 1{ 12 10 - - - - - 14 12 10 - - - - 14 12 5 - - - - - 14 12 10 - - - - - B 8 0 B 8 7 3.5 ,1•-0" 14 12 4 - - 14 12 10 - - 14 12 l0 _ - 2.5 9.5 - - 2.5 9.5 8 -- B 8 B 5 4 3 14 12 95 - - - - - 14 12 10 - - 14 12 10 - 35 10 - - 14 -TO- 7 B B 7 5.5 4.5 - f4 12 5.5 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 9_5 7 - - - - - - 95 7 3.5 - - - - - e 7 45 3.5 3 - - 14 12 S5 - - - - 14 12 10 - - - - - 14 12 10 - - - 14 12 4 - - - - - 14 12 10 - - - - - 6 8 ii e a 6 3 12'-0"IT4_ - ___ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ 14 12 J - - - - - 11 12 a - _ - 14 12 10 1.5 8.5 - - 11.5 85 4 8 B. 5S 4.5 4 12 14 12 10 - - - 14 12 10 - - - - - 25 9.3 - - - - - - 13-s 9.5 4.5 - - - - - a 8 6 5 4 - - - 14 12 - - - - - - ,4 12 - - - - - - 14 12 - - - - - - 9 4.5 - _ _ _ _ _ g ,� _ _ _ _ _ _ a 0.5 45 3.5 s - - - (� HV BLADE OR n HV BLADE ,3•-D- 14 12 - - - - - - ,{ 12 -_ - - -_ - „ ,2 - - - - - - 14 12 - - - - -- 1{ ,2 =_ - - - =6 B B B B .5 - - W/ 1A HV WINDOW BLADE „ 2 - - - - - - 14 12 - - - 4 12 - - - - - - pS 55 - - - - - - 105 8 - - - - - - a 8 5 4 3_5 - - - 14 12 - - - - 14 12 - �- 14 12 - - 11.5 6 115 83 - -- 8 8 5.5 4.5 - 1„2 - - - - - - ,, ,2 - - - _ _ - ,4 ,2 - - e ] - _ _ - - a 6 - a 6 4 ! - - _ = WORKING IN UNISON 14'-0- 11 12 __ - - - - 14 12 - - - - = 14 12 ____ - 14 9 - - - _ 14 12 - - - - - _ B 8 B 8 7.5 4 - 1{ 7 - - - - - - 14 f2 - - - - - - 14 12 - - - - - - 10 4 - - - 10 7.5 - - - - - - 8 7.5 5 ♦ ! - - - 11 115 - - - - if 12 - 14 12 -- 0.5 4 10.5 B 8 a 5 4 ,4 1. _ _ - 14 _ 74 - _ _ _ _ _ = 7.5 - _ _ _ _ 7.5 _ _ _ _ _ _ = 75 SS JS 3 _ _ _ 15•-0 14 __ _ _ _ _ 14 _ _ _ _ _ - 14 _ _ _ _ _ 14 _ _ _ _ _ _ _ �4 _ _ _ _ _ - 8 a 8 7 7 J.5 - - 14 - - - 14 - _ _ 14 - B -- 9 8 7 45 35 J to _ _ _ _ _ - T4 14 - _ 10 = 10 - - - - - - 8 7.5 5 4 1` - - - - - 14 _ - - - 7 - - - - 7 - - - - - - 7 3.5 3.5 _ - - - - 14 14 _ _ _ _ _ _ 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ _ _ 1q _ _ _ _ _ _ B . B 75 8 3 _ _ ,6•-0" 14 - - - 1{ - - 14 - --- B - -- 0 6 6.5 4 J.5 _ _ _ - - - - ,4 - - - - - - - 74 - - - - - - 9.5 - - - - - - - 95 - - - - - - - B 7 45 - - - - - FLORIDA BUILDING CODE(Non High velocity Hurricane Zone 111 111 02020 TILMCO.INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM A.SI.S.A� Accordion Shutter System Kv aADET w/OR w/o H.V.HINDCTW> aDE No.441 1 � / American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY 6J5 Y n.n DESCRIPTION DATE DRAWN er: r N 5 N.W.35th.SL.Ste,305.VRONA G,ADENS.RINOM 33,6 Association, Inc. I OLD 17-107 7/2/202 DATE 7/2/2020 o'• STATE Phone:(305)871-1530.Fox:(305)071-1531 4268 Westroads Drive 2 9'• le BReeeo,e1-mac' West Palm Beach, FL 33407 3 DRAWING No ra-00067,9 20-164 e, F••''••.••• '••r� I WALTER A.TILUT J,RE 4 I''4gS/ONAL ��``SEAL/SIGNATURE/DATE FLORIDA Ue.11 44167 3 SHEET 6 12 OF 20 MAXIMUM In.) SCHEDU X SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.DESIGN NEC•!TME PRESSURE RATING AND A CORRESPONDING MOLRmNG TYPE FOR CONCREIF OR CONCRETE BLOCK INST11ATIONS ' (SEE MOUNINGS E:G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED 001 CIE WCONCRETE BL= POURED CIUNCJ&TE (A) TO EXISTING POURED CONCRETE:(Min.Cc-3 Imi) MAMIum EQWALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDE)L rn:r•c:3 k.0 SPAN ANCHORS SPACING IEGEND -1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. Min.VC 3 kxt) (1QkSjZG,DESKN KEGAIME fRF19IH RUING F0 .DESIM KEIM PRL551AE RANG-_kSD.DESIGN NE6VNE PREMISE W= - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.Fc-2 k0i) 90 2O 30 40 60 75 90 120 160 205 30 40 6D 175190 120 160 205 30 40 60 75 120 160 S TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY TAPCON WITH ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. Min.f c-3 k9i I4 12 ID 9 ,B B e ss 1a 12 t0 9 'e e 6 6 14 12 10 9 8 e 6 ,6 THREADFORM TECHNOLOGY ( ) 3, 14 12 10 9 13 8 LL 6 6 14 12 10 9 B B 8 6 14 12 10 9 8 8 6 6 A POINTS SOLID-SET NOTES: OR LESS 14 12 10 9 B 5 8 6 14 12 10 9 B 8 B B 14 12 10 9 e B 6 6 e 7 14 12 1D 9 B BLUE TAP W/CAP A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 B B 8 6 14 12 10 9 8 8 6 6 14 72 10 D 5 7 ]5 3.5 14 12 10 9 8 5 6 e 14 12 10 9 0 B 6' S TAPPER+ ANCHDRS IS 1 3/4-,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. 14 12 1D 9 B B B 6 14 12 fO e 5 B 6 8 14 12 10 6 8 8 6 5.5 14 12 1D 9 8 B 6 a 14 12 10 9 B B e 4.S I4 t2 10 9 0 6 { 3S A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 e B 6 8 {.5 14 12 f0 9 8 B e S.5 14 12 10 9 B e 8 45 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO D35i,AND I4 12 10 a 75 55 35 - 14 12 10 9 B 5 b 5 14 12 10 9 5 7 S 4 •SEE u AnONS OF USE. 1'MINIMUM FOR WALLS WITH NO STUCCO. ib 12 10 9 B t4 - 8 1! 12 10 B 8 B 6 5.5 14 12 10 9 8 8 6 {5 BL10E�i ON SHEET 19 5'-0" 14 12 10 9 8 - 14 12 10 9 8 85 6 3S 14 12 10 B 0S 5 36 -7 A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 B - 14 12 10 9 8 8 S 45 14 12 10 9 B e 4.5 3.75 NOTES A.1)&A.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 14 12 9.5 7.5 65 - 14 12 10 9 5 7.5 53 4 14 12 10 9 B 6 4.5 35 INSTALLATION INTO ETFS WITH METAL STUDS SEE SHEET 20. 6'-0- 14 12 10 9 B = 14 12 10 9 8 8 8 5 14 12 10 B B 8.5 5 3.5 1! 12 10 9 75 - 14 12 10 & 7 5.5 { 3 M t2 8 &5 3S 4 3 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) to 12 10 9 B 1♦ 12 10 ee.5 5 3.73 14 12 10 8.5 5 5 ! - -1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDETL14 12 8 6.5 5S - 14 12 10 9 8 &5 4.5 35 14 12 10 8 7 5 3.5 3 - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0' 14 12 10 9 e - 1♦ 12 10 9 5 754 T4 12 10 9 75 55 4 3 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 4 12 10 a 65 - 14 12 9 75 8 4.5 J.5 - 14 10.5 7 5.5 45 3.5 - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECW.TY COMPANY OR ANY f4 12 70 83 7 - 1♦ 12 10 6 73 52 4 - 14 12 9 7 1.5 45 - OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERIGW SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 55 45 - - - 14 12 10 9 75 5S 4 - 14 12 9 7 b 45 3 - NOTES: 8'-0' 14 12 10 e 8 6.5 - - t4 12 10 9 8 0 4 - 14 12 f0 a B.5 5 35= 8.1)MINIMUM EMBEDMENT IWO CONCRETE BLOCK OF TAPCON,BLUE TAP W CAP ANCHORS AND TAPPER+ANCHORS IS 1 1 4 AND TAPCON 14 12 " 7 3.3 3 - - 14 12 a b-5 5.5 1 3 - 25 8-5 B 5 4 1 - - / /" 14 12 9.5 7S 6 - - 14 12 9S 6 BS s - 14 12 e e Bb 4 _ _ WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 13 95 65 5 33 - - - 14 f2 f0 8 8.5 5 - - 14 121 B 16.5 5 4 - - B2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO 14 12 10 9 B 12 10 9 76 IS - - 14 12 85 7 55 4 9'-0' 14 11.5 75 8 4 /4 11 7 55 5 35 55 4.5 JS - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO _ - - EXIST,AND i'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 8 65 4.5 - - - 14 12 A5 7 SS 4 - 14 124 7 SS B 45 - 11.5 8.5 SS 4 1- - - - 14- 12 9 7 B 45 - - I4 11 7 5.5 !.5 3.5 - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DaSIING WALL OR FLOOR, 10,-0" 14 12 10 9 75 - - 14 12 10 8 BS 5 - _ 14 12 8 6 5 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 I03 7 S 33 - - - 13 95 62 s 4 3 - 10 7.5 5 a 3 NOTES ELI)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7.5 55 = - - 14 115 9 6 5 4 - 12-5 9.5-6 5 4 4 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 0.5 B 5 - 14 12 8 65 5.5 4 13 10 65 5 4 3 11,-0' 14 12 10 - - - - - 14 12 9 7 6 4.5 - - 14 105 7 5.5 4.5.3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 2.5 95 5' - - - - - 12 8 6 45 4 3 - - 9 7 4.5 JS 3 - 14 10 7 - - 14 1D.II 7 1S 4.5 - -.11.51 8_5 55 4.5 3.75 - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 1 I5 1-5 e 3 - - - 12 9 6 4.5 4 12'-01/' 12 10 - - - _ - 14 12 8 8.5 5.5-_ - - 13 10 65 5 4 - - - EDGE DISTANCEVERSUS SPACING SCHEDULE FOR ANCHORS: 11.3 BS 4.5 - - - 11 8 55 4 35 -_ B 6 4 J - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS 7I1AN THE INDICATED,REDUCE ANCHOR SPACINGJS 9.55 - - - - - 13 9.5 5.5 5. 4 - - OS e 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 16.5.- - - - - 14 10.5 7 SS 4.5 - - 11 BS 55 4.5 35 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE I4 12 - - - - - - t1 tt5 75 6 s - - - 12 9 s a4-5 4 - FACTOR - - - - - 0.5_B - - - - - - I0 7s 5 4 3 65 4 8 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER+ 12.5 I5 - - - - - - 12 9 6 45 4 - - - 9.5 7 5 4 - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W CAP 1 HV BLADE OR THREADFORM TECHNOLOGY / B - - - - 13 9.5 6.5 5 - - - - 03 75 5 a - - - - DICTANCE MIN.SPACING 14 12 - - _ - - 14 tO3 7 53 - - __ 11 6S 5.5 4.5 - - - = E.D. MIN.SPACING-3' MIN.SPACING-3" MIN.SPACING-3 1/2- MIN.SPACING-3- 3 3/4- 4- 10 73 - - - - - - B 7 4.5 JS - - - - 7 5 J.6 3 - - - - V BLADE POURED CONCRETE& p(1�DDE7E Hl%]C POURED CONCRETE& POURED CONCRETE&POIED CDt�E LIIRQE7E Bt000 11 8 5.5 4S - - - Y 6.5 4.5 - - CONCRETE BLOCK F�-31/Y Lf1 EA•21/Y CANCREIE BLOCK CONCRETE BLOC MN Fes.-31 MN EO.2 1/2' 7.5 - - 12 9 6 - - 9.5 7 43 - V WINDOW tnt En-r MN FD•3 t z MN FA-3 /2 14 - - - - - - - 3.5 10 ss - - - - - 0.5 B s - - - - - BLADE WORKING 3• 1.0 0.90 1.0 0.78 1.0 0.84 1.0 8.5 6.5 4 - - - - - 6.5 s 3 - - - - - 2 1/2- - 0.81 1.0 - - 0.67 1.0 - - - - o5 e 5 - - - - - B5 6 4 - _ _ _ _ IN UNISON ♦ 2" 0.71 - 0.51 - 7 - - - - - - - 11.5 B.5 5-1 - - - - - 9 1-5 4.5 - - - - - 1 3/4' - 0.91 - _ _ 0.*y. _ 14 - - - - - - 25 9.5 6 - - - - 10 7.5 5 - - - - 16'-0'8 8 1 6 4.9 3 - 1 1/2' C.35 p, - - 9.5 35 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 111111 1lfyrr� 02020 MLTECO,INC. 02020 EASTERN METAL SUPPLY, INC. Al BERTHA HVTM _\cE sF ✓9P A S S A Accordion Shutter System 1 L E C O N ELV. BLADE 1 W OR Q' ■ ■ ■ ■ W HV.N7NDON 81AOE *: .NO..4k4 67 _ T1LLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DE CRIPTION /DATE DRAWN BY: UP STATE F IPW' 409:11 6355 N.W.36tA.S0.Sta.303.AROMA GARDENS,FLORIDA 3316 ASSOC1OtIoD. Inc. 1 OLD 17-107 _ /2/202 DATE: 7/2/2020 �'•• PAone:(305)871-1530.Fox:(305)871-1557 4268 Westroads Drive 2 - fit' `CORI F ��� a-mon:F 006719 04ot.wm West Palm Beach, FL 33407 3 DRAWING No G-0006•..- ��r, 20-164 E�,c°• WALTER AILT E T JE.P. Ss/DNA FLORIDA �rrrrllllllll R1t�`A�EAL/SIGNATURE/DATE ARIDA LIc./44167 b - S 13 OF 20 MAXIMUM ANCHOR* SPACING (jn?SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN AS.D DESIGN NEGATNE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS AXONS _ (SEE MOUNNNGS 4 J.K k L ON SIM 7) POURED CONCRETE POURED CON CONCRETE BLOCK ANCHORS SPACING F•END h 1 TRENCH YAAINY I WALK OVER 1 MOVNDRO JO TLVNGUARD MOUNTING QK WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNRNG TAPCON OR ASaAS DEZN 1BMM PRESSURE PANG(PA Ia US= ATK PIS SM RAW W 0.D13 M 18TM P2155Ut✓E RAING .DM NEGCW PKWE WONG TAPCON WITH ADVANCED 30 40 60175190 120 160 205 30 40160175 eO 120 ISO 205 3D 40 60 75 90 120 16D 205 30 4o eo 75 so t20 160 20.5 THREADFORM TECHNOLOGY 14 12' 10 9 6 B 6 e I2 12.12 12 12 15 8.5 6.5. 7, 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 S ALL POINTS SOLID-SET 3,-0" 14 12 10 a B- a B 6 I2 12 12 ,12 12 12 D.5 7 7 7 7 7 7 7 7 7 3 6 5 5 s 5 5 5 R LESS 14 12 10 8 B 8 8 8 tz 12 12 12 O.S 6 6 4.5 7 7 7 7 7 7 7 s5 S. S 5 5 5 5 6 5 BLUE TAP 14 12 10 9 8 8 6 5 12..12 12 12 12 10 75 8 7 7 7. 7 7 7 7 7 5' S 5 3 5 5 $ 5 TAPPER+ 14 12 10 9 B B 8 6 12 12 12 12 1S a5 6.5 5 7 7 7 -7 7 7 65 4 8 S S 3 5 5 3 4 4,-0" 14 12 1D 8 8 a 6 6 12 12 12 12 12 D5 7 5.5 7 7 7 7 7 7 7 7 S 5 b 5 b 5 5 S 14 12 10 9 a a. a 8 12 12 12 9S 8 6 4.5 3S 7 7 7 7 7 7 6.5 5 S 5 3 5 5 3 5 5 14 12 10 8 a S 6 8 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 39 3 3 5 5 b s $ 5 14 12 10 9 e a 6 8 12 12 I2 11 9 7 3 4 7 7 7 7 7 5.514 3 5 S 5 .5 3 3 4 ] 5'-0" 14 12 1 0 9 8 B 6 B 12 12 12 12 10 7.5 5.5 4 7 7 7 7 .7 7 7 7 S g 3 5 3 s S S 11 12 f0 9 8 a 6 8 12 12 95 17.5 16 14.5 35 - 7 7 7 7 7 7 5 3.5 6 6 5 5 3 5 5 4 14 i2 f0 B 8 a 6' 6. 12 12 12 95 B 6 4.5 - 7 7 7 7 7 7 55 4 5 s s s 5 5 5 4 * SEE ANCHOR 14 12 10 9 8 B 6 6 12 12 15 9 75 55 4 3 7 7 7 7 7 4.5 AS - 5 a 5 5 5 {5 3.5 - SPECIFICATIONS 14 12 10 9 8 e 8 .6 12 12 12 to a 8 {5 JS 7 7 7 7 7 7 7 7 5 3 5 5 S S 5 ! 6'-0" _ - ON SHEET 13 14 12 10 9 8 a 8 a 12 12 5 6 5 4 ] 7 7 7 7 7 S5 4 5 5 5 3 6 5 4 3 14 12 10 9 B B. 8 6 12 12 10 8 a.5 3 77 - 7 7 7 7 �7 B 45 - 5 5 5 3 g S 4S 14 12 10 9 8 8 e a 12 12 10 B 85 3 SS - 7 7 7 6.5 55 { 5 5 5 1 5 5 { 3 '7'-0" 14 12 10 9 a e e 6 12 12 12 B.5 7 5 4 ] 7 7 7 7 7 7 7 8 6 5 S 6 5 3 5 S 14 12 10 B 8 8 B 6 12 IO a5 5 45 3 7 7 7 7 65 5 3 S 3 3 S g 3 J5 3 14 12 10 5 8 a 6 6 12 12 85 7 5.5 4 - - 7 7 7 7 7 3 - - 5 5 5 s s s 4 - 0 VAUD ONLY FOR UP TO +70, -75 N 12 10 B 8 8 '8 - 12 12 85 7 5.5� 4 3 - 7 7 7 5.5 4.5 S - - 3 5 5 s 4s as - - PSF AS.D DESIGN PRESSURE 14 12 10 9 B 8 6 - 12 12 OS 7.5 6 4.5 3.5 - 7- 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 14 12 10 9 B B 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 55 4 - - S 5 S 5 5 4 3 - RATING & FOR SPANS PER _ _ SCHEDULE 3, SHEET 11- 14 12 10 9 5 B -8 - 12 11 7S 8 S 7S 7 '7 7 73 6 4.5 - 5 5 5 5 5 45 - 14 12 to 9 o 8 - 12 h 1.5 75 6. 5 35 - 7 7 ES 5 4 5 6 5 5 { 3 f4 12 10 9 8 B - - 12 12 95 eS g5 4 J - 7 7 7 7 7 7- e ] 5 g S S 5 5 6 5 14 12 10 0 a a 05 B 6 4 ].5 - 7 7 7 8 5 35 - S 5 3 3 3 4 3 14 12 10 9 a 5_ - - f2 10 95 g 4S - 7 7 7 6.3 5.5 - 5 5 5 5 5 4 14 12 10 9 8 8' - - 12 10.5 7 5.5 4.5 3S - 7 7 ]5 4.5 3.5 - _ 5 3 5 45 15 - 10,-0"14 12 10 0 8 8 - - 12 11 B.S 5 a 3.5 - - 7 7 7 7 7 7 45 5 5 5 5 5 5 5 45 14 12 70 9 8 5- - - L5 7 45 35 3 - - 7 7 7 55 4.5 - 5 3 3 5 4.5 35 - 1{ 12 10 9 8.18 - - 12 D 6 5 4 7 7 7 6 g 5 5 5 IS S 14 12 10 9 6 8 - - 12 95 6 3 4 3 7 7 5 4 3 5 S S 4 ]5 11,-0"11 12 10 9 8 8 - - 12 10. 7 5.5 45 3.5 - - 7 7 7 7 7 7 3S - S S S S 3 S g 4 14 12 10 9 e 8 - - e5 a5 4 35 J _ _ _ 7 7 B g 5._ _ _ 3 g S S . 3 - ]&55 O H V BLADE ONLY 14 12 10 D 5 B' - - I1 8 5.5 4 - - - - > 7 7 5.g {5 - - - 5 5 5 5 45 - -14 12 10 9 8 - - - '_L5 95 5.5 15 35 - - - 7 7's,5 J.3 - - - - S 5 4.5 SS J - -14 12 f0 9 a - - - 12 BS 65 5 4 3 - - 7 7 7. 7 7 5 5 5 5 5 S 5 S 45 12,-0 14 12 f0 9 8 - - - 8 6 4 3 7 7 9.5 4.5 39 - 5 5 8 {.5 4 3 14 12 1O 9 8 - - - 10 75 5 4 - _ - - 7. 7 6 '55 5 ! 5 4 f4 12 10 9 a - - OS B 5 4 35 - 7 65 45 3,5 - S S 4S13,-0"14 11 1O S 8 - - - 15 es' 8 4.3 S5 ] - - 7 7 7 7 7 {5 - 5 3 3 5 5 5 4.5 14 12 iD 9 e 7SS is ] 7 7 5 4 3 5 5 5 4 314 12 10. G 8 9 7 4.3 75 - - - - 7 7 SS {5 - - - - S 55 45 4 - -14 12 10 9 - - - 10 7.5 5 4 3 - - - 7 6 { 3 - - - S 5 4. 3 - -14'-0"14 12' 10 9 _- - - .0.5 B SS 4 ]5 - - - 7 7 7 7 7. 4 - - 5 3 5 9 S 3 4 3 14 12 jttk - - - - 6.5 5 J - - 7 7 5 35 - 5 5 5 4 - _ 11 12 10 9 - - - - 85 BS 4 - - - 7 7 5 {' - - - 5 5 3 4 - 14 12 10 - - - - - 9 7 4S T5 -3 7' 5.5 J.5 - - - - - 5 5 35 3 _ - - _ 15'-0"14 12 10 - - - - - 10 Ts S 4 J - - - 7 7 7 7 7 J5 - - 5 S 3 5 3 3 { 7 14 12 10 - 6 45 ] 7 7 {.5 3 5 5 {5 JS 14 12 10 - - - - - a 6 ! - _ _ - - 7 7 5 - - - - 6 5 5 4 - - - 14 12. 10 - - - 85 &5 4 35 - - - _ 7 5.513.5 - - - - - 5 5 35 - - - - - 16,-0 1{ 12 10 - - - - - 0.5 7 45 SS 3 - - - 7 7 7 7 6 3 - = 5 S 5 S 5 4.5 35 = 1{ 12 f0 - 8 S { 35 - 14 12 -IF - - - - - 7S 55 75 - - - - 7 7 4.5 - - - - - 3 5 4.5 - - = - - FLORIDA BUILDING CODE Non High Velocity Hurricane Zone `\„1E�jLt11)111, Ej.7v77j 02020 TILTECO,INC. @2020 EASTERN METAL SUPPLY, INC. �```QN��' �-{••F�'••CC•`!�' BERTHA HVTM ,' EN F T 9 r cordion Shutter System ■S S A■ H.V.HV. erDENo.44157 L �CO 1W y1 W/OR W/O KV.VArDOIY BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV_N .DESCRIPTION DATE DRAWN BY: MP a' F / .6355 N.W.36M St..Ste.305.VIRGINIA GMDENS,ILORIDA 3316 Association, �nc. I OLD 17-107 1212 DATE 7/2 2020 STATE L'Q Phono:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 RA AzOR► r\� e- .11: 0o0eo0aot.wm West Palm Beach, FL 33407 t s O 20 WINC 1N64 S•••••••• 5^om` 3 WALTER A TILUT Jr.P.E. 4 ,fill A� N�`��SEAL/SIGNATURE/DATE FLORIDA U.®441b7 5 SHEET 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p a f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHU1.T'ER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). !S3 U EEB !�T i=;;Z A-F- E_ SOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 2 W/UT ER N o. SPRUCE PINE SPRUCE PINE AIB DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 1/2 /PLYWOOD OX DOUGLAS VF7R W/5, FIR NORTH MR SOUTH MYVM MIN.G-O.0 W/ MIN. G-0.43 W MIN. G=0.36 SPAN(N) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & 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 S&V S0.M=NwK T65RIH Mw w , 1L9D wxm KM E KC W)aa N9UI IBARL RMK wK M MMUMMMEWS IW kSD.03n1 OM FROG TA716 M LZ DA01 OM MM WDG W LUMPIMMOME BMW SO MR N3M 16911E WK W)=IF9T8 M M TM9M M IF{)W MZ 1606E K=IBDB W _ 30 40 60 75 90 105 30 40, 60 75 90 05 30 40. 60 75 90'105 30 40 60175 90 1105 30 40 60 75 90 05 30 40 60 75 90 05[30 40 60 75 90 05 30 40 '60 75 90. 05 30 40 60 75 90 05 30 40 60 75 90 05 0'-OR- 12 10110 9 8 8 6 6 6 6 6 6 12. 10 1D 9 8 8 6 6 6 6 fi 6 12 10 10 9 8 8 6 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 12 12 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 fi 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 12 12 5'-0' 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 B 7 6 6 6 6 6 5 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12.12 12 i2 12 12 12 12'0. 6'-0' 12 f0 10 9 B 6.5 6 6 6 6 5.5 4.5 12 10 10'9 8� 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 6 6 6' 6 5 4.5 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 T-0'_- 12 10 10 9 6.5 4 8 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 8 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.58.5 7.5 8'-0' 121010 7.54.53 6 6 65 43.512101063.5 6 6 5 .53.531210104 - 6 6 5 .5 .53 5, 4 - - 121212,12121212121212119.512121.597.56.5 9'-0' 12 10 10 5 3.5 6 6SS .5 3.5 J 12 1O 9 4 8 8 4.5 4 3 3 12 10. 4 3 - 6fi4.5433 5 3.5- - 12 12 12 12 12 10. 12 12 12 11.5 9.5 8.5 12 12 10' 8 6.5 5.5 10'-0' 72 10 7S 4 - 6 6 5 4 3 - 12 10 6 3 - 6 65 - - - 8 6 4 .5 3 5 _12 12 12 12 1.5 9.5 12 12 12 10. 8.5 7.5 12 12 9 7 6+ 5 11'-0' 12 10 5.5- - - 6 6 4S- - - 12 10 4.5- 6 5.5.3.5- 112 10 - 6 5.5 4 - - 6 5 - 12 12 12 12 10 8.5 f2 12 12 5.5 8 7 12 12 86.5 5.5 4.5 12'-0' 12 10 4.5 - - 6 6 4 - - - 12 10 3.5- - _6 5 3.5- 10 6 5 3.5- - 6 5 - 12 12 12 1.5 9.5J- 1 12 11 8S 7 6 12 1.575 6 5 4 13'-0' 12 10 - - - - 6 6 - - - 12 10 - - 6 4.5 - .5 - - - 6 4.5 6 4S - - 12 72 12 10. 8.5 1210 8 6.5 5.5 12.V 7 5.5 4.514'-0' 12 10, - - 6 5.5 - - - 12 7 .5 4.5 - 7 - - .5 4.5 - - - - 6 3 - - - 12 12 12 9.5'8 12 9.5 7.5 6 4.512 6.5' S 4 8 15'-0' 12 - - - - 6 - - - - 12 - - - - - 5 - - - - 5 - 6 - 12 12 11 9 7.5 12 8.5 7 6 4. 12- 12 - - - - - 5 - - - - B - - 12 12 10 8.5 6.512. 8. fiS 5 3 11.5 (� HV BLADE OR n HV BLADE WZ HV WINDOW BLADE WORKING IN UNISON ♦ UYRADONS Or USE FOq BLADE©ON S SEE LEET 19 I + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-0.55(N.DS) ' -1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUI7DEX W/MINIMUM EMBEDMEW AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.DS) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-D.43(N.DS) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.OS) 2.ANCHORS 70 HOLLOW CEILING SHALL BE AS PER MOUNTNG TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN.1/2'COX PLYWOOD(1986 APA) TAG SCREWS AS PER.NOS 2018 SPECIFICATIONS. - 4,ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDAITONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane ,II0IHIIIIIU lFgA 02020 TILMCO,INC. ©2020 EASTERN METAL SUPPLY, INC. ```��.�`` ...:T! C/�R ''4, BERTHA HVTM Vie`•`��EN 9 Accordion Shutter System 6� I L E C O rM C. A.S.S.A. I{X. gADE , W�at WHO KV.WNDOW BLADE ND.44 - L. American Shutter Systems FY.N DESCRIPTION DATE DRAWN BY: M.P TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 17-107 2 j C 63ss N.W.3B( 5)S1e.153 VIRGIN. (305).1-1 DA 331B //2 DATE: 7/2No ?,o•.• /2020 STATE r PAona:(JOS)B71-1530.Fa::(3f15)871-1531 4268 Westroads Drive 2 DRAWING No �•� FLOR P''� ° fl:t1 West Palm Beach, FL 33407CA- 6719 3 %,��•�Fss..... • 520-164WAETcJRL L a 0 A,AAA, r�N LLSIY��EAL/SIGNATURE/DATE -B 5 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & a HV♦ BLADES AS APPLICABLE MAX, SHUTTER SPAN L+ 0 L— OR INSTALLATIONS INTO WOOD H HV BLADE O Y SHALL 1 wu FINISH BE LIMITED TO 105.0 sf. A.S.D. DESIGNPRESSURE RATING _SEE SHEET 19 FOR MAX SPAN & /4'0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4'0 TAPCON OR W/1 1/2'Min,PENETRATION I TAPCON WITH ADVANCED THREADFORM TECHNOLOGY i OF THREADED AREA TO W/ 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING MN.SEPARATION 1 OR 1 EXISTING WOOD HEADER. WOOD HEADER. (SEE SCHEDULE ON SHEET 15) ( I t S SCHEDULE - SEE EE C EOULE ON SHEET 1 O EET 5( a () } , �j SCREWS 1/S.S.MACHINE I—SCHEDULE ON SHEET M Il/OR 1$ SCREWS W/1/4'-20 NUTS 11 fT1H ET 19 FUR 0 ®" 7n, ® 12'O.C. I ON SHEET&F(IIi EXISTING I ®ADESO& GUSS�JWALL FINIS`HH EXISTING MIN. a 2'x4'WOOD �,_�- EA EXISTING NIN. L\ - \ a HDER REQUIRED 1 OR ® 1 2'x4'WOOD EXISTING a a HEADER REQUIRED I 1�• 1f'0 TAPCON OR TAPCON WITH ADVANCED LAN.LASS(SEE I I R 1THREADFCRM TECHNOLOGY W/ 1 1/2' GLASS-a TO'GLASS(SH I I —O 1 Min.PENETRATION OF THREADED AREA TO (-__saFDILIE ON SHEET 4 MIN.SEPARATION 70 GLA55 �;a EXISTING W000 HEADER. 11 FOR BADE DAND EXISTING (SEE SCHEDULE ON SHEET II) (SEE SCHEDULE ON SHEET 15) a M STET 19 FOR GLASS-j BIADES O& 1 -2'x4'CONT.SILL PLATE REO'D. ON HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION OM HV WALL HEADER INSTALLATION I '!I I I IXIS�TIpNqC��'v I MIN.SEPARATION TO GLASS I I I I MIN.SEPARATION TO GLASS T G___ C EXISTING -(SEE SCHEDULE ON SHEET 11) —O (SEE SCHEDULE ON SHEET 11) I MIN.SEPARATION TO GLASS I I O GLASS-�1. I a�LANSS-� I I I x WOOD PIA (SEE SCHEDULE ON SHEET 11) I REO'D.-T " I E I I 1/4-0-20x3/4-S.S. ' 1 i _ 1/4-0-20x3/4-S.S. MACHINE SCREWS I MACHINE SCREWS W/ I, I USING 1/4'-20 NUTS a 0 12'D.C. (I T T 1/4'-20 NUTS 0 12� a 1 ✓'i�-i �FINISH I I �.•O.C. _ II T (90RO �.�? 1 oR1® 2'x4'CONT. T�A WOOD PLATE lmi= OREQ'D. ?1'Min. � �. ////T/ \ N I- 1'Min. A111/4.0 TAPCON OR TAPCON WrH ADVANCED I CONT. A1inR PENFETRATIONORM COF THREADEHNOLOGY D AREA TO 1/4'0 TAPCON OR TAPCON WITH ADVANCED - �,THREADFORM TECHNOLOGY W/ 1/21/4.0 TAPCON OR :2-MOUNTING SILL PLAEXISTING WOODHEADER. Min.PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON WITH ADVANCED SHEET 4 FOR TYPICAL REO'D. (SEE SCHEDULE ON SHEET 15) A1 (SEE SCHEDULE ON SHEET 15) IXISTINC MIN.2xb' 1/2'MIN.CD THREAD_FORM TECHNOLOGY TTER ASSEMBLY. WALL FINISH STUDS 0 16'O.C.NAX. PLYWOOD REO'D. W/1/2 Min.PENETRATION OF SECTIONS CAN BE `1/2'MIN.COXPLYWOOD REQ'0. REQ'D.PLYWOOD TO BE WALL FINIS THREADED AREA INTO PLYWOODBINED W ANY WAY TO C MIN.2'x4'STUDS® 16'O.C.MAX.REO'D. ,ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) ANY INSTALLATION. ®HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2J08 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION •SEE uM TIONS OF USE OF ©HV WALL SILL INSTALLATION F.B.C. BLADE ION SHEET 19 t! ROBIDA BUILDING CODE(Hon High Velocity Hurricane Zone ���up1tr► /T , ``�V\ Y���i 02020 TLTECO,INC. 02020 EASTERN METAL SUPPLY, INC. ENs '':��=. �■�■�■�■ BERTHA HVTM IL E G O �N Accordion Shutter System No.441 _ H.V. I�"#1 w/OR W/0 KV Wr>oDw BADE 1• TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ym .11 DESCRIPTION DATE DRAWN BY: Y.P I ^� '5=N.W.36tA.St,Ste.305.VIRCA'IA GARDENS,HDRMA 3318 Association, Inc. 1 OLD 17-107 -o'• STATE 0 r /2/202 DATE: 7/2/2020 �'•, Rhona:(305)871-1530.F0x:(305)871-1531 4268 Westroods Drive 2 D,t'• FLORID •��`` a-moll:Ult...0..1— West Palm Beach, FL 33407 3 DRAWING No sSiONIAi1 SEAL/SIGNATURE/DATE FLORIDA U.Bf617E 3 SHEET2�164 WALTER A-TILLIT Jr. 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR "n HV & 9 HV* BLADES (AS APPLICABLE MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEWDE n ONLY SAL BE LIMITED T 105.0 sf. X.S.D..S D. DESIGN PRESSURE RATING,G SEE SHEET 9 FORM X WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON t/4'0 TAPCON OR I TAPCON 'RR RH ADVANCED 4'x8'(Min.)EXISTING I _ EDGE(IF APPLICABLE) THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. W/1 1/2"Min.PENETRATION STRUCTURAL ADEQUACY= ., OF THREADED AREA TO 1/4.0-20x3/4•S.S. OF EXIST WOOD BEAM a _r — — I� I EX-.WOOD HEADER. I. PHIWPS TRUSS HEAD TO BE CERTIFIED BY I\ 1yMln. MACHINE SCREWS REGISTERED ENGINEER ORT'' (SEE SCHEDULE ON SHEEP 15) W/ 1/4'-20 NUTS ARCHITECT PRIOR TO EO EO ,"�.�---� F705RNG WOOD �•-- -" TRUSSES OR 19 EO EQ ®12'O.C. SHUTTER INSTALLATION. / 19 �r r ^ 1/2' RAFTER m 24' II O.C.REQUIRED 1 OR 15 1/4.0 TAPCON OR l TAPCON WITH ADVANCED EXISTING SOFFIT N- �3\ �•. �� .257' THREADFORM TECHNOLOGY II �'• /�- / 1 3/4'Max. /B THK. 1 I( Max OF 1 EAD Min. PENETRATION EQ EO OF THREADED AREA TO � EO E B74x3/4' 1'x4'x1/8'CONT.ALUM.TUBE j OPTIONAL EXISTING WOOD HEADER. S.MS. (6063-T6 ALLOY)W/ / I (SEE SCHEDULE ON SHEET 15) / t9 6' (EACH 16'0 LAG OR SCREWS TO L O7 or 1©or 15 or 13 or 15 LOCATE LACEWS AT I MIDWIDTH OF XI WOOD EXISTING MIN 2'x4• I EXISTING_ HEADER REO•D I OPEN HOLE AT EACHMEMBER, (2'Min.NOMINAL GLASS 1I MIN.SEPARATION TO GLASS I 1 (SEE SCHEDULE ON SHEET II) EXISTING 1 I' STUD TO ACCEPT —I PENETRATION OF'THREADED GLASS— 5/16.0 LAG SCREW AREA.VAUD FOR I AT CENTER OF TUBE. I � � INSTALLATIONS WITH 72pef MR SEPAR4gR N I MAX.A.S.D. DESIGN LOAD AND QS FIV WALL HEADER INSTALLATION I TO GASS(SEE EwsnNc I ^� s'-o NAx SPAN.THIS . _ _J'ON EM ENAO"DC�� :IASS— TD oAs(SEE INSTALLATION IS ONLY VALID 11 FUR E AD�� I FOR WOOD W/MIN. SPECIFIC I a+CESC to Falt N OOR ® ,1t FUR NNE mArD I-SEEINOTES NA�s O)r<® I H�®g MR GRAVITY OF 0.50 AS DOU Na.2 1-SEE SHEET 4 FOR TYPICAL SHURETi ASSDdDLY • OFR OR R EQUAL PINE o.2. IN ANY WAY tow"�INATAALILATIO�N"M (j)HV CEILING INSTALLATION ' 1 OR U HV CEILING INSTALLATION MN LASS(SEE 1 OR 1 IN.SEPARATION TO GLASS I _J StNrn.c CN�9Ex7' I I I MIN. (SEE SCHEDULE ON SHEET II) EXISTING 11 im NArEpeNo TacALass I I EXISTING ffff I GIASS� I FW16Q h� TO SCHEDULE I I 1 GLASS—� \l I ON SH[£r I I) I I ALTERNATE_ I I I 9 AN WALL ,• _ I LOCATION \ EXISTING FINES I IUEO T T I 7/e•1m1• GLp55— 1 '�^ 1/4• ©� 7 . SIOx3/4'HEX 2'x6'MIN.WOOD 3/E Ian. .. � Max. WASHER HEAD TIX ..r. 1 DECK REQUIRED R 2'x6'MIN.WOOD - DSCREWS® 12' (NO FlNISN DECK REQUIRED(NO - ALLOWED) FlNISN ALLOWED) EDGE _ — EDGE OF DECK � 1� OFEO "—�— DECK IF �— EDGE OF DECK IF DxJ/4'5.5. APPLICABLE {3 -C�'- APPLICABLEIF APPLICABLE 1/4.0 TAPCON OR TRUSS HEAD 2TAPCON WITH ADVANCED SCREWS 1� 2'x4'CONT. JJJ 1/4'0 TAPCON OR TAPCON WITH ADVANCED SILL PLATE _ THREADFORM TECHNOLOGY W/ 1/q'-20 NUTS W/ 1 1/2'Min.PENETRATION ® 12'D.C. 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2•MIN. PENETRATION OORM F CHNOLOGY THREADEDP'/1 1/2'Min. 2'MIN. REO'O. OF THREADED AREA TO TECHNOLOGY W/1 1/2'Min.PENETRATION OF THREADED I EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) AREA 70 EXISTING WOOD HEADER(SEE (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) ♦SEE UMRADONS OF USE FOR OX HV WALK—OVER INSTALLATION 0 HY WALL SILL INSTALLATION BADE�ON SHEET 7R OW HV FLOOR INSTALLATION FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ' 02020 TILTECO,INC. @ 2020 EISTERN METAL SUPPLY,INC. ���`�"••" '''% BERTHA HVTM ��CENS '• • S / OtN�. AmS,S,A, Accordion Shutter System = � No.441 7 ' = IL E_C Elv. aaoE#1 w/OR w/o Kv N1NDU4 aAOE *: * TIll1T TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION I DATE DRAWN BY: MP z-O'• STATE 0T. gT;q0-2-2 e35s N.W.36".SL.Ste.305,vwaMacwDTrvs,FLowDA33te AS30clotlon, IIfC. t OLD 17-t07 /2/202 DATe 7/2/2020Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive nOR10 . 6_011:DlteEo6od.com West PQIm Bedch, FL 33407 3 DRAWING No �, (- Tt3�?: CA-0006719 A WALTER TILUT Jr-P.E. 4 20-164 A1 "SEAL/SIGNATURE/DATE FLORIDA U.s 44167 5 SHEET �ILIIII 111E 6 17 OF 20 END INSTALLATIONS Cl) HV BLADE OR Q—'- 6 WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 214'YM.wmD S1tAs PEOb. 2'a4'NM wD00 214•MIN. "i\\ \ \\\\ / / /F'e S�REOh '0D sI,Yl6. .1/4•1 TA„CON � WOOD M. (AS APPLICABLE) \ / ANCHOR o a'O.C. I / / //I / \ / (AS&MUCASLE) A=,Uw. —x STUDS OR W/Yal. _ ( \ / ?_/-- PENETPATON I v r rFDaw E1asma GLASS ! 1' PLM C ff NO -.j.. EJfISTNG fU15 'I :_ /a\ STUOS EJItSI. I MS,INO GIA4 - I /A ` 03STWG GLASS 1/2'MVL COX -1 / \ is Spl ---� TV 3PAwlw PLVAVO- 1py m aA4(9E '"• K..,�.k I, �•.:%`-1/2'L 1Nr1COX •':r•• ^, .; m aAs(SEE 1�0 p( 1/2'wN.wxJ m c-s m -.;r , Sa¢TItE W SfEi.T , sD+EnaE a s1Dx t/,sa•Y.u. wxr. n sw BLADE m+++o .1 Yt,t-I-'i"'a tia,.. / 11 RA 9AE mRA "�;:.... 93EaAE W SiIE RYWOOD. 1/2•" 1�1 E H mkO IMFBADE O)NU �@ fae}-m)c@Ir. ED✓8,J`�i/2'MN.az fH s4a 19 Ern / ON SMxr V rm J— a sm la ra w sm+s fTxi (xw.cLnsER PLrAmD. M/DES me® wAtL J EwaLs m e Q1 ' / , "e l9 aNfSme® I P M(LOCATE 1/2• rwSN 1 2'EDN. AT EI,HDtgD� NN ' oie 18.c•s.ua M. ws.-/f -—-^� .LUY da:Ymcl/aw r ,041 53Ls. Eeasi-m Y,mt AT Yea¢ort / o,a as 4 pl�,0.,/2•SN; m 4 e U ve.Tuma m S I IXt®� —mev47 11 OR®o TZOR SEED CCa NDMN SEE DETAA x FOR 1 OR®� TO 7Me6 } S��Nec N r'� ®-(4.80'TO•®-(191•�- -Q-O•Q-^1?,®� SIDE CONNEC110N ` -GD•©•p•e 0) TO TRUPs �4•€�-©•�'• •®- ®•®'i3•i�r-©•®- TO TRACKS Q•�-©•Ca>°©•®- ©•70•©-©•0%•d�- C�•®-®•(�-O•i�i- END CONNECTION DETAIL Q9 END CONNECTION DETAIL END CONNECTION DETAIL END GONNEGTION DETAIL • PEOVWFD ONLY FOR BANG GREATER TIUN f2'-0' /--GLASS _ / I 214'YPL Nvao 1/4.0 TAPOON ANC)P1R6 ,/{'P TAPE•at AYO,D45, �,DII/2•S.YS -- J--1 STUDS Pm'a W/,1/2•,aN, AP 1 1/2•Y]1 #16 O.c GLASS PENEfiN116V O 12.OF. �flpppN O IY os i y �}_ ♦ SEE LIMITATIONS OF USE FOR \\I\\\\ \\' \t/z•YN. SC,EDAE at saxT L/ EI ADE to ON SHEET 19 w SFEr 5- aIOCTm.9 (DAM < H (D&rOR A- X1 - 4- c j.-"_-•/1 OoRR�1 O7 OR @OI@DRBM(5 VIEW @.�jj-�{IO)•®w WALL ilNmt 2•a1•ION.M000� w+lE •®-®•�V�Y®•9- PLAN �Y.�"®-©•7©•®- SRAS REO'0. EtwSl . aO'®-®•®-®•® O'®-Q•�-®•® DETAIL X END NNECTION DETAIL ® END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ®2020 TIL7EC0,INC. 02020 EASTERN METAL SUPPLY, INC. ITE,•,, BERTHA HVTM cFNs No,4416 I L E C O �N�. A.S.S.A. Accordion Shutter System * tLV. BI ADE AFT W/oR w/0 IiV.WINDOW BLADE * ' American Shutter Systems EV,N DESCRIPTION DATE DRAWN BY: UP TIlN.W TESTING & ENGINEERING COMPANY As3aaiatiOn. Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 �.•• STATE OF ����� a}6S h. 36,h. 5)Ste.306,.V.F..:(30515,ILDPIw J}16 O •, F '�v_C' J' 4268 Westroads L49Yve s A<` �ORYDP A�-.1' Phone (305}Blf-i53t .Fo::(305)871-1531 DRAWING t•10 S•TdTT a-m C: 00067loat.wm West Palm Beach, FL 33407 } 20-1 64 w�IOEPoR�uMIST aslsiE' S SHEET P.E. SEAL/SIGNATURE/DATE 6 OF 20 i 11, I +IS 9-0 UMITATIOHS AND CONDITIONS OF USE FOR BERTHA ACCORDION RHIR ECM WORKING IN A C 1 1.MAX A.S.D.DESIGN PRESSURE RATING:+110.- 110 P.J. 1 2.MAX.SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A D.G h H ON SHEETS 6.7;AS WELL AS f MDUNTINGS M.O.T.U&W ON SHEETS 16 k 17. � �� RA�Jf� 2�A. ® 1� '<JOR UTL,p5E.N AT BSYM4ETR�CALBOR E INCLUDED ONLY AT OSWG o YOUT.�INS CASE SIDE OOF 0 POSING MATE 66m 0)�-- TYP.EA.END ♦ • ♦ • • t T•I 5.(A) L WRDOW BLADE 1�SHALL ONLY ALLOW A MAXIMUM S EE 5 OPENINGS 'U (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET s. 4 (9)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1Q MAX.5 WINDOWS ♦ ♦ • ♦ • OF ANY 3'0 HOLE FOR�4 SHALL BE 12% ALLOWED AT W Di WINDOW BLADE (0)FIRST OR LW BLADE COMING CUT FROM STARTERS AT ENDS MAY BE HV {� t♦ WINDOWBLADE 1 H • _ - _ HV WINDOW BLADE -MUST B NY E USED ALTERNATE TO A SOLID RUDE 1Q THROUGHOUT ' THROlM.HOUf SHllfTER'S WIOOT. • I ♦ I !•1 (E) TES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID W - g U BLADE 1 AT A. SDE OF THEM. /' • 33 (F)POLYCARBOHATE FN WINDOW®SHALL BE INSTALLED SO TABS FACE CONNECTION _ A I ♦ • • I 1 ��\ I THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW Imo,MUST BE SEE END � 2 +I, • ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVOED BY ASS/, DETAILS ON SHEETS 3g U INC. 10 a'FULL HEIGHT.is gd $« 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAidE :26.1 P B BUILDINGS SKEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES TYP "T�� 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED 1.R �`c CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 k 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 @ 2 ABOVE). �11LU IL 1 l e.MINIMUM SEPARATDN TO CLASS SCHEDULE.PER ASTM E-1996: �r 1YP Top BOTTOr�IREMINTS)_ D N W, 1 -f\GR�6 WIND ZONE 'MINMUM SEPARA710N 1D G1A55 'NUMITEO WID ''11�SERARAMON 4J,�/ I THRU 3 1• ELEVATION T°''E ON-9IN 7D GLASS a 8.25' EXISTING G AND ON THIS lE E FOR 11 ES ClAOEm - AND ON 7N15 --FOR 9A- O& 6. 4 1P�22 TYP. SYM 1CAL CENTIERM TES 21 W/2 OR !�5 AND W/0 ( NOTE 4 ABOVE) pIAN� I\\Qoa2 4 ,✓! TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE CAA SHUTTER* N.T.S. FLORIDA BUILDING CODE(Non Nigh.Velocity Hurricane Zone Irll♦A♦♦' 02020 TLTECO,INC. Q2020 EASTERN METAL SUPPLY,INC. BERTHA HVTM �•''��c�ro ''•`'�-, S A Accordion Shutter System No.44y I L E C O iNc. ■ ■ ■ ■ KV. RARE#N W/OR W/0 FW.VdNDOW MADE * American Shutter Systems Ev.N DESCRIPTION D ATEDRAWNBY: * r TIWT TESTING & ENGINEERING COMPANY STATE Association, Inc. 1 OL.D.17-107 fJ95 N.W.380L S6,Sta.3DS.MRMNA GARDENS,iLGRIM 331D %�O'•, F 0 4268 Westroads Drive 2 Phone:(309)871-1530.Fox:(305)871-1531 a—rtw1:URt¢c0000l.=m West Palm Beach, FL 33407 3 `. CA-OD067,2 a ''♦A♦♦'Sr�rNE�j off SEAL/SIGNATURE/DATE w�s'DA U LL/44t66E 5 SHEET OV 6'-1 1/2*x 0.035'THICK Min.ASTM A-653 GRADE ES, INSTALLATIONS W-1 10 HV BLADE & HV CENTERMATES 2.000"Max. I G_60 Ain: DALY.STEEL W METAL MDS AT I G"O.0 . '.I -(436 INTO METAL STUD WALLS 10- 83- NLO - -------- 0 6-O.C. 40 41 - 475' 114"o NOMINAL GENERAL LIN QN$ AND CONDITIONS OF USE ALUMINUM SLEEVE Lt EQIR.-BERTHA(1)IN BLADE ACCORDION SHUTTER 6063-T5 ALLOY 3/4x 6 1/4'x 0.035'THICK Min.1 (�� - /-@ I.. -I CCW.CALM SMEIRAIK IL 1 C. SYSTEM INSTALLATION TO METAL STUD WALLS 0 Min. 0 ASTM A-65 4 60 _C. .9 3.000 I#r.1/2 SN Max. GALVANIZED FASTENED TO STUD T SEPARATION TO GLASS SCHEDULE W1(2) -TEX SCREWS 0 EXISTING FINISH 39 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) "I' INTERIOR&EXTEROR FACE I AS APPLICABLE I - Vff1ULffZUfZ!VZfffZIZQn77JM 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM I-F i MIN.SEPARATION ASTM E-1996 SEPARATION EXISTING GLASS—t TO GLASS 3. ALLOWED MOLINTING:@ ON THIS SHEET, — TO GLASS =V—(SEE SCHEDULE) ¢3 s 4. ONLYAIENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1 4.3 1/4"0-2OX3' BOLT (TYIP-) MUST PENETRATE WITH(21)ARRANGED V A METRICAL LAYOUT. USE OF (2)n35 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4' .1 3/45,6 1/4'x 0.033*THICK Min.I EXISTING FINISH INCLUDED AT 250'�QY GALV. TRA%:IANNEOL US APPLICABLE -EXTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. ASTM A-653 STEEL 40 IZM FASTENED TO STUDS N1(2)j6x1/2'TER SCREWS ON TERIOR&EXTERIOR FACE \0 6-O.C. 0 6'O.C. L 1/4"0-20 THREADS '7 BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE APPLICATION WITH BLADE @ 1/4"0 ELco cqNsTgqqn0N Jb I PRODUCTS EAR—LOT HD o 1 1/2.0.035'THICK6"O.C. /Min.ASTM A-653 GRADE 40 Min.G-60 GAUV.STEEL COMPONENTS METAL STUDS AT Is-O.C. • MS WALL H @ EXISTING FINISH AS APPLICABLE SCALE:3/8'= I" 4n. HEADER/SILL INSTALLATION (TYP.TOP&BOTTOM) 0 EXISTING GLASS I 3/4'x 6 1/4'x 0.035'THICK Min. ONT-� M El- z------- �RA ..%. =E4.'Ki.C.'T'60 "ED SYMMETRYCAL 'j x SCREWS ON % 40a.4.�D S MME R CAL SEPARATIO INTE RIOR EXTERIOR FACE 4 i 1,.;:CENTERMATES TES W CENTERMA (SEE SC • HEDULE) Max,.... -�XTERIOR ACCESS SIDE. :.INTERIOR ACCESS SIDE' a -:1 � ---------—-——----------- r--- (TYP-) /�J3 (15"Min.) 4 ----—----- 12 y ---—--- ----q, (2)1— 2)42 /19 21 21 LOCATEDAT(1-2) ---------—- ---- --------- --------- HV DER/SlLr`ENDS -— —-- ---- ----- VIEW Y 4 6 1/2*(TYPO— 7 (6"Min.) 7-�L2 4) 'Ile SIDE CONNECTION TO TRACK (Cont.) 6 1/2'MAX.SLACK VA BLADE SLACK DETAIL HVF BVIC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, kz "' 02020 TLTECO,INC, 02020 EASTERN METAL SUPPLY.INC. f" BERTHA HVTM S" A,S.S,A. Accordion Shutter System. No.44 6 KV.MADE#1 W/OR W/O KV.WINDOW MADE American Shutt6r Systems REV.N, DESCRIPTION DATE DRAWN BY-. M.P TILqT TESTING & ENGINEERING COMPANY 7 gzt;1, Association, Inc. Ih STATE F 2111 -S1�--10.—1A .10810A 33165 1 OLD 17-107 7/2/202C DATE-- 7/2/2020- phan.; 4268 Westroads Drive 2 (305)871-1530.Fax:(305)871-1531 0 R I West Palm Beach, FL 33407 3 ­q:tilt-Q-1— DRAWING No CA-0006719 WALTER A.rLUT Jr.P.F- 4 20-164 ONA 'iE ;X"' FLORIDA Uc.111 44167 5 SEAL/SIGNATURE/DATE SHEET 20 OF 20