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Home My WebLink AboutProduct Approval 116/2021 Florida Building Code Online eas Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links ' Search Finri(�a P-41) Product Approval ra {' USER:Public User �aducr ApP�vil en++>Prn,�e;+ct or appjjeutlon Search>P�pfleatlpn List y ApytiEetlotl Detail FL# FL389-R10 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetai.com Authorized Signature Bill Feeley Iradriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Waiter A..Tililt,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence 1=1,38�R10 COi COI ASSA BLADE'1 ILdf FL389 R10 f OY COI AScSA KADE{ 12.2df FL389 RIO COI COI ASSA_LilADE3.orif 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.fioridabuilding.org/pripr app dU.aspx7param--wGEVXQwtDgvYYHH2vjvx53MwsXdCOtOXPGxaLB87Zzg%3d 113 1/6/2021 Florida Building Cade Online Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name _ Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No Ft 8o RiD I1 DRWING ASSA BLADE3 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,p ff positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64;64 psf.See sheet 5 for other spans and ASD pressures. 389.2 J Bertha HV Accordion Shutter-Blade 1 Extruded aluminum Interlocking blades reta ne y tracks(top Only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection Limits of Use Installation Instructions y Approved for use in HVHZ:No FL309 R10 II DRWING ASSA BLADF1.p IF 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 FL309 Rio AF PER ASSA BLADE1.py1 negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HVI blade,W-0"for+64,-72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f,for metals stud mountings and 8'-0"for i10 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 —7 Bertha HV Accordion Shutter- Extruded aluminum interlocking Ela`�c es retain—"de -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 +'+:3a9 RI o II oftw ASSA El-ADE1 2.p¢f 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 Fl.?89 Rio AC- PER ASSA 81ADE1 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 Contact Us::2601 87air Stone Road,,Tallahassen FL 32399 Phnrte:850-487-1824 The state of Florida is an AAJEEO employer,Cogydpht 2007-2012 State of Florida.:;Eg2AW 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 pubfic-records request,do not send electronic mail to this entity.Instead,contact the Office by phone or by traditional mail.If you have any questions,please contact 850.487.1395,sPursuant to Section 4Ss.275(1), Florida Statutes,c¢active October 1,2012,licensees licensed under chapter 455,F.S.must provide the Department with an email address If they have one.Thu omails 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 emoll address which can be made available to the public.To determine if you are a licensee under Chapter 455,FS„please dick_tmm. Product Approval Accepts: Credit Card Safe www.floridabuilding.org/pripr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaL8B7Zzge/a3d 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(7th EDITMNJ)OF THE FLORIDA BUILDING N. THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 162D 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 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-18 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES(D& AA BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED.A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SfSTEM'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 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE O Q0214.01-03,00715.01-03,#10014.01-05.#1214.01-05. #0317.02-06. #0609.01-iD AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASIM E-1886 AREA 2: IN BLADE 11)AND HV WINDOW BLADE C1A1 AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE m#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND B 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 tD AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TD TRACKS SHALL BE#14x275'AND g140.75'RESPECTIVELY.410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSWELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPUCATORS,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 6053-76 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 6005-75 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL MAXIMUM SPAN TABLES SHEET 11 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 ON 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASIM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE IO: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 HV BLADE D&(D WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X. WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT p6'779.582. COMPONENTS DF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT 85'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X,WOOD SHEET 18 METAL SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS To BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: W WINDOW BLADE 1f�A 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 BEAR 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 HO LOCKS. AREA 4: HV WINDOW BLADE n ONLY II.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 WAILS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BURRING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(o)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. Le.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.O.•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 (c)THIS P.E.D.WILL BE CONSIDERED INVALD 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,ACTING 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(Hon High Velocity Hurricane Zone II III 02020 TILTECO.INC. m 2020 EASTERN METAL SUPPLY. INC. BERTHA HVTM =' P••'"" �''- Accordion Shutter System \�G EN F'•.9 1 L E C O N c. ■ ■ ■ ■ H.V. BLADE#1 W/OR W/o HLV.W1NDO'W BADE No.44137 American Shutter Systems REV.N DES cRWnoN DATE DRAx1.3Y: M.P _ TIWT TESTING & ENGINEERING COMPANY 6355 N.W.361h.St..Ste,305.VIIGWIA GARDENS.FMDA 3316 Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 STATE C F Phone:(305)071-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No -�,c'• FCOR4 c-npI1 b1CA-�fi0-I.cmn West Palm Beach, FL 33407 s ii,�S./....... .'' ` WALTER A TA.LIT Jr.P.E. ZO- 64 �'ns ONAI .�`'?EAL/SIGNATURE/DATE FLORIDA Uc.fl 44167 c SHEET 1 OF 20 C3'0 ON BLADE® �s7 N VARIES 1.491* Ii(1P3 \ po.1 090 N � I P5s 1 �- 4.857' 4.999' 0 o `.37s �J O5 HV 90'/180' STARTER HV SOLID BLADE yi w 3OHV UNIVERSAL FLOATER - COVERED NDER US PATENT /j 545 179 QUALIFIED FOR USE W/ HV BLADE 1 O QUALIFIED OR USE W/- WINDOW6005-T5 ALLOY AND TEMPER U 4 HV DIRECT MOUNT HV BLADE 1 QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF OF BLADE ON SHEET 19 BLADE 6063-T6 ALLO ER _ ' ' 6063-T6 ALLOY AND TEMPER I 3_226 1.500 A .124' 3.556` _ 70" 2.670" f .670' 2.226' o •� \• I '-�� .994' 1.000" N 072 -� ----- - - 0 HV ADJ. ADAPTER W/LIP a.as6' _ 1 .�T 1.375" o.o7z' a.o7z' 3.226 QUALIFIED FOR USE W/ HV ®HV WALK-OVER TRACK �920 BLADE 1Q i- 1 6 HV ADJ. FLOOR TRACK QUALIFIED FOR USE w/ HV 9 HV TRENCH TRACK 2s5' O-- 6063-T6 ALLOY AND TEMPER BLADE�� OQUALIFIED FOR USE W HV � 3.750" QUALIFIED FOR USE W/ HV / 6063-T6 ALLOY A D TEMPER BLADE 10 BLADE 10ONLY. 1 HV RAINGUARD 6063-T6 ALLOY AND TEMPER VARIES n 063-T6 AL D TEMPER QUALIFIED FOR U(��)E W HV BLADE 17 • 1 977, Max. VARIES 1.936" 6063-T6 ALLOY A D TEMPER tt of r083` -.083` 93`00 _093'oI.060` .060•of n� 870 •�� .093' _ .°93`V n d ` '. 01p1- 670 1-e86" 021A 'E 1 •-i 3.520• 3.520" �. 3.529 670• Pip�Q, o 11 HV CEILING HEADER (j HV HEADER/SILL 13 HD CEILING HEADER/Su Q LIFIED FOR USE W/ HV BLADE(i)ONLY,ONLY, QUALIFIED FOR USE W/ 1�4V BLADE 1OONLY �a SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1D 14 L A E $ SEE SECTIONS FOR VALIDITY. QU IED FOR USE W/ FN 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER E Q7 ONLY. TI 6063-T6 A COMPONENT A B T1 T2 �''I XMNYMNt X Y t 1' 1- .062' ( Q 2" 5'MAX. 1/8" 1/8. - 2" 5"MAX. 0.192` 0.192" ` i 6 SIDE ANGLES QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5- 17-MAX. 0.190" 0.190" -CORNER POSTS BLADE 01 QUALIFIED FOK USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE ONLY. BLADE Q1 6063-T6 ALLOY TEMPER 2` l5'MAXI0.139" 0.131` 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 11 III w. 02020 TILTECO,INC. @2020 EASTERN METAL SUPPLY,INC. iL '�?•''\,\cFN ''•.`��--, BERTHA HVTM L. E C O ,... A� S Accordion Shutter System No.441 7 s ■ ■ KV. BLADE#t W/OR W/O H.V.WINDOW BADE TILLR TESTING & ENGINEERING COMPANY American Shutter Systems REV.N, DESCRIPTION DATE DRAWN BY: M.P '0. STATE 0 6365 N.W.36 h.SL,Sle.30.l,VRWMA CARDDS.FARpO 331 Association, Inc. 1 oLD r7-1o7 7/z/zD w1E 7/2/2020 .p•, lzol?r/ Phone:(305)871-1530.Foy:(305)1171-1531 4268 Westroods Drive 2 D •. F ` e-male tilt.- .,d-. West Polm Beach, FL 33407 3 DRAWING No .� . �0RID ` r� d �ss•'... .•• ''�j�`` WALTER AOTLLIT19,P.E. 4 GO-1 64 ''1;, �0NAL 1�,g``SEAL/SIGNATURE/DATE FLORIDA U�g 44167 s SHEET 6 2 OF 20 4.660" _ g2g• 4.576" 1/4'FLAT 0a1/1: t/4•-2E DIE CASE 2.293' 745 .745• 2.29J' r _C.JJ4• MT NOtD THREADED HOUSING ENAMEL I----p 1— p � b - �29. ) B4KE0 PNNRA 7`wFADED DIE GSf M1 s Vm'm HOSING ENAUEL I a p e�6 ®{ I- i_ " eu EG.062' ^ Or c. .i ^ o -1^325' of °6�� { 4 -I.�-3�n' YUNDER BRASS CNNDER \ &7LI (CHROME (CI610NE PIAIM) 21 C R /, e PLATED) �,��J _ �s' L''325° Q I Yt ® CIS HV EGRESS LOCK QUALIFIED FOR Y HV BLADE 1O 1®ONLY �F V FLOATING G e`'�h' ja7s' pUAUFIED FOR USE W HV ALIFlED FOR USE W HV 6063-7s gLLO QUA IED FOR USE W/ HV BLADEII)& 1A ONLY / / 6063-T6 ALLOY AND TEMPER �2 V C. E E BLADE 01 & ®ONLY. DE Q& C�ONLY. QUALIFIED FOR USE W/ HV BLADE 1 ONLY 250 •� 2.874' 6063-T6 ALLOY AND TEMPER — P C HEAD --r-1 m 518- 1.756' .922' 4.045" 2 REO i 2..0-79' 1T,.7p- Ir -- � n ^ 1 lmo' o� 6Y- m, p f -- . - .360'AFTER RIVETING 'Q t Nrn 06�. „ .8��-' " BEFOR RIVETING 1 -20 x 3/4 —20 RI NUT " I U BS E " ; h r 9444 ALVNINUM(2024-T3 ALL LARGE DANCE THIN �_27.L 2750• I t � � 9,EET NU PART�0620.AS ACNRm BY AVOEL PLAN FRONT EIEVA71ON ® HV A " " 0 K CENTER TE 4.566' .822J CHERRY TEKTO A49PPENY,NEW J EY 07054 OR EQUAL LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE VJ/ HV BLADE 1 ONLY �9� HY FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® LOCK QUALIFIED FOR USE W/ HV BLADE(I)ONLY 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE I ONLY QUALIFIED FOR USE QUALIFIED F03-USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE� IV/HV BLADE Q ONLY. BLADE(iJ ONLY. 1�1.917 1.917' p � V 2 D 063" L" J _432 1.OZD I I �-THUMBTURN .214' .063 .062• I ___ 111111 7 I CYLINDER DR .214" m KEY CYLINDER •• I .545- m I n 31 HD 0 LOCKING ROD ® HD CENTERMATE W/ LOCKING ROD 405 m O°° —"I') OUALIFIED I USE W/ NV BLA ,�)& A QUALIFIED FOR USE W/ HV BLADE D&�TA1 606 -T6 ALLOY AND TEMPER ® HD CENTERMATE'S INSERT VARIES,AND MIN. 6063-76 ALLOY AND TEMPER o *L�5 n QUALIFIED FOR USE W/ HV BLADE 1O& I t/4'4-20 S.OR 3/6'o-ts t.t3o' DER 6063-T6 ALLOY ND TEMPER ACFTAL TRU/9SCREWS. — / �NBTURN (SFE DEd45) ft IOR KEY --- Min. CYLINDER ® LOCKING RODD m, QUAL IED FOR USE W/ HV BLADE �G-� ®}ID LOCK 63-76 ALLOY AND TEMPER CJ HV 3/8"0-16 ACETAL S 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. ins �5 INSTAILA WILL REQUIRE /16" HOLE THUMBSCREWS SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1O& �A DRILLED AT TRACK EF EMBEDMENT QUALIFIE}DD FOR USE W/ HV BLADE O) QUALIFIED FOR USE VI/ HV BLADE Q FLORIDA BUILDING CODE(Non High velocity Hurricane Zone CENIj<Tl�Ilk ��y 02020 TL7EC0,INC. ®2020 EASTERN METAL SUPPLY, INC. BERTHA H Y TM �\ S Accordion Shutter System No.44 67 /ILFE C ,Nc' ■ ■ ■ ■ H.V. MADE#1 W/OR W/O H.V.WINDOW BLADE g* * * American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Er.N DESCRIPTION DATE DRAWN BY. NP a' STATE 'F Association, Inc. , OLD 17-107 /2/20z DATE: 7 z 2020 s �10 10 6355 N.W.36th St.,S..305.MRGIN A GARDENS.FLORIDA 3316 1/ ' D F Phone:(305)871-1530.Fo :(305)671-1531 4268 Westroods Drive 2 �ORI P.•' a-mRR:6TtecR"OO,.ccm DRAWING No �`� CA-0006719 West Palm Beach, FL 33407 } ss•...... •Nam. 20-164 Y�ir /ONAL E A WFLORI A TILLR Jr.P.E. 4 r111NN1111t tP��EA�A`SEAL/SIGNATURE/DATE FLORIDA u�,p a1s7 s SHEET s1 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV (D HV A 41 3/8' 12 MIN. CE .0625' O O \ 4O 3 i TO BLADE T P i - 1 HV BLADE 1 ® HV BLADE 1A A L ' �3L I %- GEHV WIT DOW BLADE iB75'25. ,oe253 66251' ~T------- 11 I '�,% I----� I BLADE'S- V 1875' Y ® HV LONG RECESSED NYLON BUSHING z I n KNUCKLE , �®OPFJIIN J .0625 IJyr I I m a N (TYP) `.• Jl 0.0625' I ® HV SHORT RECESSED NYLON BUSHING a o I _FIAT PORTION R7.750� ® HV NYLON HAT WASHER O OR ® ry N - i--A�BLAp�- uaDR /{ 3750' 41 HV WHEEL CARRIAGE AISI 302-303 SERIES Ll O 1 1 / 3 'I �' � 3 .av'" 40 ,� ��`�' ��\ //o2.e7sD' _1 X 0.870°x3/16" THICK NYLON WHEEL. I I ® j - 1 1 2 7/8'MIN. / �-.`i HV WINDOW 'f 0.188"0 AISI 302 SERIES S.S. RIVETS I — 1 .315"0 SEPA CLEAR \ 03.0 BETWEEN 1 ! --_-___1 .0625'J�.0625' I b3.7500' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD 'I` EXTERIOR I - OPENWGS 1ry� ±5 3/4" N r-Y I I % ON CENTERS ircnn ©3` HV 2 3/4° ACCORDION PIN W/ //8 HEAD * I --�--- I � a'7�'�B V 14 ° {' 2 1/4' ExrtmCLEAR oaDE cyom ® POLYCARBONATE IMPACT RESISTANT HV WINDOW 1 0 L1 se ?• a— TYPICAL HV WINDOW BLADE ILIA AND POLYCARBONATE HV WINDOW DETAIL r 0OR 1((SEE NOTE FOR I I I I I I \ I II I2EOUIREMENTS) (DOR ® % *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE hi 11_j I 12'MJN.CI 14 ICE RESINS, UV-STABILIZED GRADE OR SABIC ek yREQUIREMENTS ,� .-I To BIADE B TT 1A INNOVATIVE PLASTIC LEXAN 103 RESIN i I / i i P g 1 I O OR ® [�L ' 1 i (SEE NOTE "F" ON SHEET 19). F 11 ? o<� 1 (1) HV PIN (D SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lD OR 4n� I'I ® -��I E POLYCARBONATE SOURCES FOR 4 EXTERIOR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY k TIPICAL PROPERRES APPUCABLE T _ N.T.S. 1t. 'HV PIN O2 OR AT RNTRNDE (2) HV PIN ® MAY BE USED IN LIEU OF (D AND ONLY AT Ex ERIOR_ @' EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00.324'- ) BLADE'S KNUCKLE. \ 3 e>rssal � (SEE NOTE FOR f1 w3 srsnD ouvDY isN 02s2 O m/1. Oa3 m!' BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 0 ® tJ 3 REQUIREMENTS) i 'TYP I(- I I I I TENSIE YIMD STRENONI ASTM me 9.400"l 9.5'JO Ps. I AT VELD ASTN 0'" U.S.-1 13.400 P. .SRS.Te0D1 (3) HV PIN ® OR ©3 W/ 1/2° O.D. 1/16° THICK S.S. WASHER ® I i RtXIWAL nD m N3Du us A D790 340.000—1. 345.000 J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, I III a�I SHEET OO f:0Ta1m NOD AM UM 16 rr-m/m n Er-m/m WHEEL CARRIAGE DETAIL SNOrE D m r Am+0280 a.2: a45 x NAx N.T.S. ASSEMBLY LAYOUT RAc a er�aNc A50J D835 o-,cuss c-,arcs .. -w RrTI110N ASW D192n 1040 T 980•r M£4THEAING ASTN 0155 1piVlE S1FWC1{1 AVTER WEATN AS'N 935 9302 pe.t. 884D per. �I HV BLADE SOLID & I—A HV WINDOW BLADE DETAILS �` � E'�`AT1iER14 �"53� —1 N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone III 111 02020 TILTECO,INC. ®2020 EASTERN METAL.SUPPLY, INC. �: /��`,,,,, BERTHA HVTM 3 T ME E C O�--, A. ■S.A. Accordion Shutter System H.V. BADE#1 W/OR W/0 H.V.WINDOW BADE N0.44 6. : American Shutter Systems EY.N. DESCRIPTION DATE DRAWN BY: M.P e*; TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 7}' /Z0 6.T55 N.W.35IR St.Ste.;M.WRGNIA GAROM rLORIOA MI5 �7: ' PDonP:(305)871-1530.Far:(305)871-1531 4268 Westroads Drive 2 DRAWING No STATE .- I:N1t...a.d.com �'•, West Palm Beach, FL 33407 3 20-1 64 O F CA-OOOB7IB \ WORD n uc UU 44167E 5 SHEET AA&L/SIGNATURE/DATE 6 OF 20 nun1L ®•I@ ex A r rc r ; • r r s r r 3•� 3 NOTES ON HV LOCKS AND CENTERMATES I ®�'®•Oa® 1. MANDATORY CONDITION/7: ONE HV LOCK or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTALLATIONS T ANY �I ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED To 6 OR In I I In1I I nn/ I I I I I IIn. I n I 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 O _ TYPICAL SHUTTER ELEVATION. 0 16 0•2�0- 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV -�\ LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES - OR.SHALL BE AS INDICATED ON NOTE(1)ABOVE. v 1 / .�,yr LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. V H _N 3. J2 IS USED WAWO N.V. LOCKS), LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY �O 24'aR�S oII oR@O. 4 - ,41m BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCI- LOCKING RODS 0 OR AN ALTERNATIVE DEVICE v / MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY CO jON h: ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSiALLAT10N5 Ai ANY ELEVATION. HV LOCK Il Ii II KO0-11vc or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK,v ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS 0 AT TOP&BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ii f MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. g �§g gg OR. ?;ONE ALTERNATE HV LOCK �6 MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND Y� INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOOK.ATTACHMENT g�s2? _ �� OF 1/4'0-20x3/4'SS.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4'0-200/4'ALUM. J N 0 4HC 1rou 'S RIVNUT AS SHOWN ON SECTION HVE,SHEET 8.ONE LOCK SHALL.BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. j 6. MANDATORY CONDTOON J3 FOR KEYSTONE MOLNIING INST I/�1 eTONS: ONE HV LOCK 18 or®or 0 SHALL BE I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 0 or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @ or®SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/0 CONNECTION ! I 1 iZ OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E H 1 J K L Y p O • y Y! x SHEETS 10& 18 TYP. FULL I *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER SECOND ALTERNATE TO MANDATORY CONDITION ill VALID ONLY FOR W"T'LOCK(Sb-OW CEINTERMA CENTERMATE I• W ONE ALTERNATE HV-r LOCK p MAY BE INSTALLED IN LIEU OF HV LOCKS q$OR FOR ANY SPAN AND Qoa®�©•OoR®aa 10 +O a+ I 1 STALLATON AT ANY ELEVATION.AL RNAIE LOCK R( Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE OR CONNECTED TO CENTERMATES @ AND®W/ 1/4'4-20 x 1 1/2' LONG S.S.THREADED BOLT W/7/8'0 x 3/32" WINGNUT OR W/ 1/4'0-200'SS.M.S. INTO A 1/4"0x 5/8'RNNUT, LOCK MAY BE INSTALLED AT MIDSPAN OR 12' ©'�7 `©7 ©' 7O'® MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND 80TOM IS MANDATORY. ®+®°" •©°"1 s+®s Da L©-® *NOTES ON HE) LOCKS & CENTERMATES: 1. HO I Q(;x(3a W f HD GENTERNATES(;� OR W W/r33 ; ONE ALTERNATE HD LOCK® MAYBE USED IN LIEU OF TYPICAL C1) HV BLADE SHUTTER ELEVATION HV LOCKS(24 OR�3.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 ISTO @IS W/3#8 x 3/8'F.H.SS.MS.,AND INCLUDES REINFORCEMENT INSERT 0 AS SHOWN ON SECTIONS HDB-HVB AND DC-HVC,SHEET 10. LCCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 0 IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ,� 11 III kYy 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY,INC. d BERTHA HVTM �\GEN -, �7�0 �CO A. A, Accordion Shutter System H.V. BLADE#1 W/OR W/0 H.V.WINDOW BLADE N0.441 i 7 - TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.H DESCRIPTION DATE DRAWN BY: UP 8353 N.W.3rth.SL,Ste.303.MROMA GWDEN5,FLORIN 33161A9SOCtatlOn, Inc. 1 OLD 17—t07 /2/202 DATE: 7/2/2020 a STATE 0 Phone:(305)B71-1530.Fox:(305)871-1531 4268 Westroods Drive z DRAWING No %y'•, a-man:MoeoOeol.— West Palm Beach,.FL 33407 3 20—�64 i��•, F� •�/� CA-0006719 GRID .•'� WAITER A TILLIT Jr.P.E. SHEET s/ONAL �• EAL/SIGNATURE/DATE FLORIDA U-#44167 s fi s OF 20 ONCRETE ANCHORS POURED CONCRETE - POUCONRED- POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE- SHEEP 13 REO"RED 1/4'0-20.3/4'S.S. REOUR EiED REQUIRED ) CONCRETE ANCHORS MACHINE SCREWS CONCRETE AN ORS 17 18 AFwi ONE(SCE MOVNIING ON SMELT T) / (SEE SCHEDULE ON W/ 1/4'-20 (SEE SCHEDUL SHEET 13) O�`-' ® / SHEEP 13) NUTS® 12'O.C. t— / ---- / 121 14 / �/r Min:! 1/a•0-20x314-S.S. Mln.' EO, -Ep / I USING 1/4'-20 NUTS j'� 0 12'D.C. E.LD.f 25D'ND.. 13 DR 5 _ Ii� iv ii I 13 1't 1$ .250' D.x;F/' 7 Max. �•250'Mar.E1 D�OPT OPTIONAL i \ DPnONAL SDEX.tE ON stEEr I OR ' ' EXISTING MIN. SEPARATION TO GLASS ' 1 EXISTING W 51EET O to Fm I I t i GLASSGLASS (SEE SCHEDULE ON SHEET 11) I ttt &Q MIN.SEPARATION TO CLASS I I GLASS•--� r-(SEE SCHEDULE ON SHEET 11) t EXISTING °L _ ©HV WALL HEADER INSTALLATION QA NV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE EXISTING _ _ i 1 t 1 MIN.SEPARATION TO GLASS _ GLASS----; SMWMONI rt `T� I t I —(SEE SCHEDULE ON SHEET 11)` Illl 1 So 0 0,ALLE S(SEEET t -�OR ® I 1 t t' 1 EXISTING_ t TO O/SS SE I t I ` MIN.SEPARATION TO GLASS t 11 FOR WCEmNO' 11 rl� ; (SEE SCHEDULE ON SHEET 11)' I GLASS ON star to KA EOSTINcj; OPTIONAL t cL.1_ss }j#f It OPTIONAL M- / / oPnoNu I l t/4'Max. Max. E.D.� P\7E2) t i E"D!/ I i%l r o/ -) 14 1/a'o-zo.3/a'S.S. / PH,LLIPS TRUSS HEAD r I� -TRUSS HEAD MACHINE SCREWS\ MACHINE SCREWS USING CONCRETE ANCHORS -CONCRETE ANCHORS /!/ �f 1' 1/4'-20 NUTS® 12'O.C. � LLL•.(SEE SCHEDULE ON W/ 1/4•-20 NUTS 0 12'O.C. (SEE SCHEDULE Old SHEET 13) NTut. POURED CONCRETE SHEET,3) POURED CONCRETE � < OR CONCRETE BLOCK OR CONCRETE BLOCK —J NCRETE ANCHORS REQUIRED WALL REQUIRED Op HV WALL SILL INSTALLATION (SEE SCHEDULE ON POURED CONCRETE SHEET 14) (F)HV WALL SILL INSTALLATION OR CONCRETE BLOCK { WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBIN moN OF SECTIONS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER • E D.=EDGE DISTANCE ASSEMBLY F SEE LIMITATIONS OF USE FOR �\ 1� 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE®ON SHEET 113 �1 J H V BLADE IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ♦♦�1I(tI(f1I {w� 02020 DLTECO,INC. 02020 EASTERN METAL SUPPLY,INC. ♦`�� R A. t/T'' /� BERTHA HVTM �P' \CEN A /77707gq O N,-. . . . Accordion Shutter System No.441 7 ►tv. BADE Alt w/OR w/o Nv.HtNDQW I3lALE *: * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Y Ev.N DESCRIPTION DATE DRAWN BY: MP -v Association. Inc. 1 OLD 17-107 // Z..o e249z� was NW.3etn.St..Ste.=.VRGM rARDENS.FLORIDA Daly /2/2 "DATE: 7 2 2020 STATE 0 Ph-: 30s 871-1a3O.Fa.:(3D5)871-1531 4268 Westroods Drive 2 ' ( e ntaa:tat.croc-L.- West Palm Beach. FL 33407 3 DRAWING No 0RID CA-00067I8 20-164 'i,FS '•.......• •�(? ♦ WALTER Amin J,P.E. 4 L 'A1E`"SEAL/SIGNATURE/DATE FLORIDA Ua.y 44167 a SHEET OF 20 POURED __CONCRETE ANCHORS SEE SCHEDULE ON SHEET 13 ro anSS(4E I I 1 OR i CONCRETE ( ) SOYDGLAULE ar EE I 1 -O ® EXISTING I 1 ' Nwio�cxA�'ss ' I�'' O REOUIREO �`_ EDGE OF 111 FOR TaAG6 mre41 i ' GLASS-i I"(.#E SCxtDVIE ON SLAB IF Or 91fEf 19 FlA I I NH'mAMn6N I I SNEEf E.D. APPLICABLE EXISTING a7usOh I i \ r ski 1,j 1 GLASS E I / ANCHOR j E%ISTING) . 1/��1 J./// I LOCATON g10z3/4'HEX WASHER HEAD G ' 1ff 11 oR 13 oR 15 J a Y41. �rTEK SCREVIS 0 12'D.C. DGE OF CONCRETE ANCHORS / _/ // ESLAB IF I I ©+ 7 I �` (SEE SCHEDULE ON SHEET 13) iI �dr j / j% j APPLICABLE EXISTING ! u I v-� r'/ % /I(/�,r ' / / /i�/ �j-EDGE IF GLASSY I it i EDGE OFF! �/ • ✓ / t:�J /li r / // SLAB IF -- ' SLAB IF I/ 1/2 T- 7. �/ / EDGE OF /i ' // / APPLICABLE YN SLPAfNnON r i APPLCABLE / / / •�1,r %�/ / ..! ' To QASS(s¢ r/ 0:-f % 1/ APPLICABLE POURED / r J. / / / /// / POUREO FIAT HEAD CONCRETE ANCHORS 1 E8 4SFM v 1 1 POURED /// // r r/%F ' / CON CRETE —E D CONCRETE (SEE SCHEDULE ON SHEET 14) ON SNEF 19 FOR II �)OR CONCRETE k I REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED REQUIRED -E D. E. D. (SEE SCHEDULE ON SHEET 14) IIII I1 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF AS.D. ® HV FLOOR INSTALLATION t J HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER C� HV CEILING INSTALLATION SCHEDULE A3, SHEET 11 DOSTBIG Af.N.6FDARAIIOH T I 1 CONCRETE ANCHORS OV` -'i ( TO clfs ro N i i OO --- (SEE SCHEDULE Ott `— a s�1111 tt7 ��' I- SHEET 15 1/4-0"BUIL EX TAPCON r/ I sl[R tt) I EXISTING ) ADVANCED THRE DFOFW 1 EXISTING I al�S- 1,pH to Guns GL/55-1 f ' 1 FASTENERS L'NO7+/iNClrols�w I -1 GVSS II -i(sr SCNpIR£off�m 111 `�' --� I I / I J SfPAMICAI i0 GL45 I MAX- 7 J/4'VA D.00AIarr O G' ILLS ON SHM 117 r O.C.FOR LP TO 6•-V SPAN AND I I I 4•D.C.FOR SPHS V.RGLR THAN 1/4' ; ./ / I�� 'A1 I1-0'W TO e'-0•MAIL PFRY I I 1 1 H., / AAX. 1 SEQANThiEVERfFI51EN11FAD� I - lyII (TY'.)(SIT NOTE 1T CN SHEET n15D LI70<3/4"HEX E p,/ umun © 3/e _ 1AX( , ,p , VIASHER HEAD �,,� Carr.S&u+rtr{ !lA%//, ' 'rTEK SCREriS#14a3/4' HEX HFADJ i ++t1 3 i 0 12'O.C.TEI: SCREWS®9'O.C. 3 .,iltII/ (014X3/4"S.D.S. !!! I 1CONCRETE ANCHORS 1-' - 1_,//_ ___ 1 I 1 / +/1, /1 1/�u 206/4'S5 1G OR I/a o-zo ss.Ms. 6 7 C-J/ / 1 4' ) / a W, NUT O 9'O.C. ; ( SCHEDULE ON 1 2 A +O O B'O.C. / ____ . �: ,6.. _•j•:•:' / /'p-2D NUTS SHEET _____.F..47 ____.__• ) I / I4 Vic? EXIST IS NON STRUCTURAL r t z" _ 1' / 17 18 _J 2.00'MIN.., wAu TTTa(DECORemT: / r J, EDGE OFF / /1�, Y\ f ..'1:•• E.D. al) / / r / / : r/:� SLAB IF 1 / \ \ f / ��14a3/a'F.H. S.D.S. MIN. / 1 7/a'/ 1 7/8' aPPucABLE ( - lL / ,: •: .':' `' PaUm coNcaTE T `CONCRETE ANCHORS `-Se-E NOTE 13(6) 1- �\ REOUrttm POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 POURED CONCRETE- -ONE NOTE SHEET 13(G) OR CONCRETE BLOCK SHE 14) --�-� REQUIRED OR CONCRETE BLOCK •' ~ REOUIREO oPTrona- POURED ©KEYSTONE MOUNTING INSTALLATION CONCRETE (� HV WALL FLOOR INSTALLATION O HV WALL WALK-OVER INSTALLATION MAXIMUM WA DESIGN PRESSURE+8a;1x pal REQUIRED MAXIMUM 5111/T1ER SPAN 8'-0• QJ HV RAINGUARD INSTALLATION t NMI THIS INSTALLATION SHALL BE NOTE FOR COMBINATION OF SECTIONS: »E.D.- EDGE DISTANCE t REMOVABLE WHEN PERFORMED 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRMCJACENT E�+OPQiAQIf EXIT •GLADE OA ONUTTATIOt4 FOR SHEETS OF ASSEMBLY INSTALLATION DETAILS W/ O HV BLADE 2-MOUNTING SECnCNS CAN BE COMBINED IN AIJY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone j��/'' 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. P� .........../T,,, BERTHA HVTM CEN F S A Accordion Shutter System L No.44 67 ° E 0 i a c. ■ ■ ■ ■ H.V. MAX#1 W/OR W/O RV.NINDON MADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION DATE DRAWN BY. Nr i�', CS'r,S N.W.36M SR-Ste.303.YIRGNM GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 17-107 /2/202 'DATE: 7/2/2020 $9., STATE' F Z Pho :(305)871-1530.I'm:(305)871-1531 4268 Westroads Drive x DRAWING No %y0�•,/F,s i sF(�7.U...... • ��'\t\-��r• � .."'V.." Gom West Palm Beach, FL 33407 JRI G71 7h1TER A.7Rf Jr P.E. 20-164 , SEAL/SIG FLORIDA UG.p 44167 6 5 7 ET 1TT NATURE/DATE OF 20 SEE END WALL CON ECTIONSEE NOTES ON LOCKING RODS D,HV LOCKS(D or OUT 9P� i `� INSTALLATIONS W f 1 HV ##� S ULK o�LLHVF®YALID Fo I N f/ EXISTING GLASS 5.BLADE W HV CENTERMATES CEN7ERNA7E5 APPLICATION WITH MADEO OR SEE END WALL CONNECTION 10•Q5 ©+�'J 1©•©°° EXISTING GLASS DETAILS ON SHE 10 6E 18 21211/a•x0'-2 I ®.®oa Q9+®aa t 9•15 3 1/4• — 7 -- 7" (6063-T6 ACLO1)ALUM. ®•® I f OPPOSING SYMMETRYCAL ANGLE w/(2)1/410 TAPCON _ 1/2' I ANCHORS TO CONCRETE I CENTERMATES (TOP/BOTTOM) I i , O,Dx3/a S.MS.® ,z / CENTERMATES MIN.SEPARATION W/ HV LOCK �4 o Z5 TO CLASS (a)g10AT�EACH ANGLE(TIP) I O.C.FULL LENGHi. W/ HV LOCK v or $ (SEE SCHEDULE D�J ON SHEET 11) ----------- - — --- 1- - ------ --- -- ------.--- ------ j� r1 I 2" HVAw oR 6 as w -POURED CONCRETE OR ®' 7O'©�©•OO '® � 1 O• 5 3 1 —EXISTING GLASS I REOIP.RRETE BLOCK WALL E705TING ——.- —————— \©' SYMMETRICAL 6 7 6 7 (-GLASS IN �'Q`© �`Q'® — ------- /17�,F — Q Q Q Q Q �l CENTERMATES ( O, MIN.SEPARATION 5 , I 8 • 8 n 9• 3 w 19+ 5 EXISTING J TO GLASS ———J GLASS 1 # (SEE SCHEDULE O l oA©:® ® � ®* 3 Wf HV LOCK 6 (,NTERIOR) O'®°RO+©0°�'�ONAL ON SHEET 11) MIN.SEPARATION -1 TO GiASS 7/ (SEE SCHEDULE I N (INTERNAL - - ON SHEET 11) (INTERIOR) l / __ _ _._ _—_—_—_ —_—_—_—._—_ \� I OUT — I �CANCREfE/ �� /ANCHORS 0 f l )-/ TV O.C. 1 * �/ `• ( 1 \ 3 VARIES /)v 4 ICI- OUT 6 1/2•MAX.SLACK / � v oUT 23 3 (EXTERIOR) HVE HVF** HVD '1, t FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY,INC. •.!T�,, BERTHA HVTM VI-EN - / S S Accordion Shutter System ' No.44 67 = ■ ■ ■ ■ H.V. aaDE g1 W/OR W/O RV WINDOW MADE TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems EV.N 0ESC0.1P710N DATE DRAWN BY: UP STATE F 6355 N.W.36,R SL,Ste.=.VIRIM GARDTHS.HDRIQA 3316 Association. Inc. I OLD 17-107 7/2/2020 DATE: 7/2/2020 �'. •. Phone:(305)871-1530.Fox:(305)871-1531 426E WCStroads Drive 2 DRAWING No tilt°°°®°ol.— West Palm Beach, FL 33407 a ��i t' ••...... �\ ?� CA-0006719 20—'64 �` wFFLLOORIDA Lc p.a167 5 '��TunN,H IRON-SEAL/SIGNATURE/DATE 6 SHEET OF 20 ALTERNATE INSTA CATION W HV "T" LOCK 0 HV MALE/FEMALE "T" LOCKS CENTERMATES 8 20 & LOCKERS at WL n HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & 1E INSTALLATION 1 HV BLADE OUT �( IN .Lx msTND CLASS BV0Ep5uCK DETAIL NW.INDICATED ON SHEET e. W/ HD CENTERMATES �w®wO OO AN WELL AS ITHTS SA1 FLOATING BLADE®DETAIL N0LTERN , 6 7 w O• 3 w INDICATED ON TMS SHEET,MAY BE USED WITH TTTa ALTERNATE INSTALATION QUAIL 1.SHOWN IN THIS SHEET. SEE END WALL CONNECTION—, I 'L1o•® ®w DETAILS ON SHEETS 10 R 1e 00 I © O ©w© O ®w (eeW-i6 ALLA'�KUY. aNcaE w/ %1*1 1AP01" sro• °'II 64 AHCH o CONCRETE (oPTIDNALI (°Pn°Nal) y (TOP/eaTraule L------------------------------------'-----'----- - ------- , { N)81m,/r S.S.1D„ATE I �/Im]/4•s.Ns.o lz• - ---- ---_---------�) 3 AT EACH ANCLE.(MM) I A D.D.FLAL ENGNr. : IN (4)n.v. — IN a n.Y. _ N..sFnAw wN I 5 ( 3 30 HV "T" PIN (1wJ s sre• T a/r5 '1 �r s e I E swmwE+l LOCK (INSIDE) O I \ 1 1 +. I �` /•' 6�. �� 5 -0-\ 28 29 oUT 31 oR 32 g 31 oR 32 31 oR 3©� -31 oR 32 35 * `-1/4" 0-20 x 1 1/2" S.S.M.S. 0 35# - (OPTIONAL) SEE NOTE 6 FOR NV LOCK 3®, W/ 7/8"0 x 3/32" WINGNUT. (wrimo HDB—HVB© oUT HDC—HVC t -r Loac,on SHEET s. 0 HV "T" LOCK (OUTSIDE)—/ 2 SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES WW/ LOCK (EXTERIOR) W/ Ci�"i LOCK (INTERIOR) t FENCES B4a4 AUWNUN HVG* ® (2024-T3 ALLOY)LARGE FLANGE THIN ®w®w©•OwOw IQ•Ow SHEET NUTSERT,PART f 0620. ANU AS MFACTURm BY AVM CHERRY 1Q•®w©•®w®•®w TD(TORN,PARRPPENY,TENT JERSEY / ©•O,®m©,O,®rA 07054 OR EQUAL •®w®•�wO•®w 8•®®O•®"'®•�ei®•® ` T #slNOTECANUc Ims(Da HD®IncaON&,Ms -® `--lU — ##.-O SA.FLwm+e BLADE®DUAL Hoo-HVV rs VNID fOlt ALL ORaUUl6 IPPDCJ4TDN5 YTIH BLADE HD)—HVDss FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone Ill)111LLU'E+AJ,� 0202011LTECO,INC. 02020 EASTERN METAL SUPPLY• INC. ,,,��'� .•:..+:;/TJ,,,,, BERTHA HVTM E 1. c a ��. �,$,$,A, Accordion Shutter System I H.V. BADE Q1 W/OR W/O H.V.WINDOW BLADE cNo.441 7 American Shutter Systems IEV.No DESMPTION DATE DRAWN BY: M.P TILUT TESTING & ENGINEERING COMPANY yr * f e�iLp St S BJSS N.W.3 Association, Inc. 1 OLD 17-107 /2/202 HATE. 7/2/2020 6N. L, n.30.�YRBtM CNNOENS,ROWM 3318 's o'•• STATE C Phone:(305)e71-1530.Fes:(305)871-1531 4268 Westroads Drive 2 DRAWING No e 01:"CCOCCOL o n West Palm Beach, FL 33407 3 =90 . RoR� �`` CA-OM6719 20-164 L,��. .•.y�; - WALTER A.11LLB FLORIDA ue.g N767 Jr.P.E. SHEET ss/DNA :?SEAL/SIGNATURE/DATE 6 9 OF 20 POURED CONCRETE OR ' r / POURED CONCRETE POURED CONCRETE OURED CONCRETE /�� /- d _f OR CONCRETE OR CONCRETE ��------��----��77��--��;;;••• -- CONCRETE BLOCK WALL / OR CONCRETE ___ REQUIRED BLOCK WALL REQUIRED / //•�-7 BLOCK WALL REQUIRED �j J�� l BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS Ir/ / CONCRETE ANCHOR/- /% EXISTING GLASS / / / / I, 2•MIN.h EXISTING GLASS f O 16•D.C. / - \ ! % % / i - - 'r(� '� / _,� _. [ ••�-2"MIN.//11 ASN.SEPARATION % TO GLASS(SEE 19N SEPARATION / 1 J EQ.. INi�E ro aaSS(SEE / / 15 SCHEDULE ON®,� ! j aAss SS04EDLILE ON EE / / I I; PTOµ.((. / I I SpaEWIE IXJ SHEEP 1/16"x3•MAX.-.-�` ON SHEET 19 FOR / 11 FOR BADE QAND I i %/ SDEDUIE ON SHEET / 11 FOR BIPIE QA ID (6063-T6)CONT. BLADES O& OAND ON SFiFf-19 FIX7 ALUM.CLOSER ON SHEEP 19 FOR 1/2• 11 FOR BLADE FOR (LOCATE ID �_- BUIDES O& PLATE(LOCATE +/2" / ` BLADES O&� ON SHEET 19 FOR ERHEOR SIDE AT EITHER SIDE MIN. 1 T� BACEiO& OF5) f 1/2"MIN. OF(D /r ` I II •i•USE 1.OR 2'MAX. #10x1/2"S.M.S._i I I I _—_—_,'./ (AS APPUCABLE)x2"x1/8"xO'-2' 1 #10x1/2"S.M.S_J' _—_—_—�' ® 16"O.C. I/ (/ ALUMINUM CUP ANGLE -� ® 16"O.C. �/^ (6063-T6 ALLOY)AT 111117GHTj Kl (2)1/4"0 TAPCONS AN TO/ SEE DETAIL X PaliWALL AT 1"O.C. (OCATE AT �OR O :(DjjR ' EITHER SIDE OF( ) OOR SIDE CONNECTION SEE DETAIL X FOR �OR ®� To TRACKSOSIDE CONNECTION m®m©.Om®wp.®m SEE DETAIL X FOECTION tlw 8• f0•®^• TO TRACKS I 6 w B 10 ®w �•®m®•®m®•®wSIDE C0a NTRACKS p®w©•�'®•®w / +o•®w©•�©•®w L©•p7 •©m©•7p•®w `©,�,©m©,0,®w ®w� END CONNECTION DETAIL 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL Q END CONNECTION DETAIL 20 O O OR ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12•-0" / r CON CERETE CONCRETE EXISTING ------�EX�ISTING GLASS / REQUIRED GLASS 4 I / UK SEPARATION #10x'1/2'S.M. jiy TO GLASS(SEE (SEE / : a 16 MN.. APAT iION -------- ---__-__ SCHEDULE ON SHEET TO GLASS(SEE D� __________< ©OR$OOR))OR % I FOR BLADE(I)AND CONCRETE 1/2"MIN. SCHEDULE ON SHEET / (BA�Qt&9 FOR ANCHOR O.C. 11 FOR BADE OAND ® _____ QOR@OR(90R(3 /CONCRETE"- / 12' C./ / 1 ON SHEET 19 FOR ANCHOR l \i//•EO _____/ OR(p ® . L— 1/2"MIN. / ' _—_ EQ -1 2•_MIN. _ _—_ ©OR® D.C.. 4 / 2"MIN. / /2"MIN. ' ♦ SEE LIM ATIONS OF ' USE FOR BLADE 0ON SHEET 19 @OR)30R(9OR(3ORD VIEW Y / / / / X 1 OR ®' PLAN iTOR ®� w©m10•®m DETAIL X POURED CONCRETE OR - ®w©•OwO +o•®w END INSTALLATION CONCRETE BLOCK WALL 10"®"'®'•lJ"©•®O1 REQUIRED �10p®w©•®m®•©w © O ®w©O ®w © O ©w© O ®m (1�HV BLADE O� 9 HV WINDOW BLADE INTO ®• .®m ®'®'®'®w0'®w CONCRETE OR CONCRETE BLOCK WALL. ®3®mp END CONNECTION DETAIL(5) O • Om®•® END CONNECTION DETAIL© ®'®w®•®Pp® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \00�It lwww�lll , 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY,INC. . �/T BERTHA HVTM A■ ■S�� Accordion Shutter System. H.V. !LADE No.44 67 � #i w/OR w/o kV.wIrnow BADE *` * TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIFMON DATE DRAWN BY: M.P o'• BDSS N.W.36N St,Ste.3D W qNU GMDQ 5,FLDPoDA 3316 Association, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 STATE F 9'• Phone:(305)B71-1530.Fax:(305)871-1531 4268 Westroods Drive 2 O'•. F DRAWING No Q� �� a-moil•U 00671 ol.com 20-1 C A %.t• �ORI rA-aooe7t9 West Palm Beach, FL 33407 3 L V'h s�ONA E �``� WFFLLooA~Uc#44167 a ,EAETAIF1111111 R� "%SEAL/SIGNATURE/DATE 6 SHEET s 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE-0 MAXIMUM SHUTTER SPAN'` "L+" OR 'L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION LEGEND NOTES CENTERMATES.® &® or or INSTALLATIONS W/ IJMES WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or or GENTERMATE & '�& W/ ONE HV LOCKS CO�SEOTREY& POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or®or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES ®& ®W/ ONE HV 'r W/ NO LOCKING RODS ® OR W/ NO LOCKING WALL A. B. C. D. E. M, N, 0, P. Q, A.S.D. DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,1t) RODS MOUNTING F. K & L R. S, & V. (VALD FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES ,tF SHEET 7) FLOOR/CEILING G. H, I, 11, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS CONCRETE&WOOD RETE MOUNTING A5A�D6 GN ASD.OmcN INSTALLATIONS A.sA�.owLVNcm INSTALA 0 S & M GIVEN A POSITIVE A.S.O. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. RAnNG RATING RA1R1G FLOOR/CEIUNG MOUNTING MOUNTING & GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (POR �'9'1') FLOOR/CEILING MOUNTING (P.,.TJ OR (+OR-) _ _____ (+OR-) (+OR-) BOOR uOUNnNG n DETERMINE MAXIMUM SPAN "L--"FROM SCHEDULE. L+ (fl) L-(fl)- L+ 6 L-(It) L F (ft) . L-(fl) L+ (R) L-(fl) V MAXIMUM SHUTTER SPAN •L+"OR 'L-"FOR 30 OR LESs 16'-0' 16'-0" 16'-0- 16'-0' 30 16'-0' 16'-0" 30 16'-0" 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.A.S.D. DESIGN PRESSURE RATING. U DETERMINED SPAN BETWEEN L+-AND 'L--. 35 14'-10" 14'-10" 15'-2" 16'-0" 35 14'-10' 14'-1011 _ 35 _ 15'-2" 16'-10' 40 13'-10" 13'-10" 14'-2" _15'-2• 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'-1' 13'-1' _ 45 _ 13'-4'- 14'-3"_ t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS _ 50 72'-5"__12'-5" 12'-8• 13'-7" 50 12'-S" 12'-5' 50 12'-3` IN-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 11'-70" 127 I 12'-11' 55 11'-10" 11'-10" 55 11'-1' 71'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION 82 FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 60 _ 11'-4' 11'-4' 11'-7' 12'-4'- 60 _ 11'-4• 11'-4" 60 10'-2' 1p'-71" NOTE�5, SHEET 5. RATING: 65 10'-10' 10'-10' 11'-1 11'-11" 65_ 10'-10" 10'-10" 65 9'-5' 10'-1" DETERMINE: 70 10'-6" 10'-6" 10'-9' 11'-5" 70 10'-6' 10'-6' 70 8'-9' 9-4' Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" 10'-1"- 10'-4' 11'-1• 75 10'-1" 10'-1' 75 - 8-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN'L+'OR INSTALLATIONS. 80 9'-10' 9'-1 a" 10'-0" 10'-9' 80 _9'-10' 9'-10' 'L AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-6" 9'-9•' 10'-5' 85 9'-6" 9'-6" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: SHALL BE LIMITED AS FOLLOWS: 90 _ 9'-3- 9'-3• 9'-5" 10'-1" 90 9'-3" DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING LI-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0• B'-9' 9'=2` 9•-10' _ 95 9'-0' 8'-9' LIMITED TO +64,-72 p.s.f. AND B'-O' SPAN. SEE L2 MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' 8'-4' 9'-0` 9'-7' 100 _ 8'-9' 8'-4" MOUNTING MOON SHEET 7. INSTALLATIONS. 105 7'-11' 8'-9" 9'-4" 105 8'-7' 7'-71• _ 110 8'-4" 7'-7" 6'-7` 9'-2" 110 B'-4" 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115— 8'-2" 7'-3- 8'-4' W-11, _ 115 _ e'-2• - 7'-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "L1+", "12+', "Lt-"AND •IZ-• 120 8'-0" 6'-11" 8'-2' 8'-9' 120 _ W-0" W-11' 125 7'-10` 6'-8" 8'-0' 8'-5" 125 7'-10' 6'-8" ALLOWABLE W TO ANCHOR SCHEDULE WITH FINAL MAXIMUM OWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5" 7'-10• 8'-1' 130 7'-B• 6'-5" MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7- 6'-2" 7-9 7'-s" 135-- 7•-7• W-2' WIND ZONE SPACING. 140 - 7'-5" 5•-11" 7-77•--7•=6• 140 7'-5• 5•-11' ASTM E-1996 SEPARATION 145 7'-3' W-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" W-5" 7'-2" 6'-9" 155 7'-0• 5•-5•— 1 THRU 3 1" 160 6'-11" 5'-2' 7'-1" 6'-7" 160 6'-11- 5'-2" 165 W-10" 5'-1• 7'-0" 6'-4• 165 6'-10' 5•-1' 170 _ 6'-9" 4'—it' V-11• 6'-2- 170 6'-9• 4'-11' 175 6'-7" 4'-9• —9• 61-0` 175 6'-7• 4'-9"—fi' 180 6'-6• 4'-B" -B• 5'-10• 180 6'-6- 4'-8" HV BLADE 185 6'-5" 4'-G' 6'-7" 5'-8' 185 _ fi'-5• 4'-6' _190_ 6'-4" 4'-5' 6'-6' S'-6" 190 6'-4" 4'-5" 195 W-3" 4'-3" 6'-5" 5'-5' 195 6'—J" 4'-3" 200 6'-2" 4'-2" 6'-4' S'-3• 200 6'-2" 4'-2" 205 6•-1' 4'-1' 6'-3— 5'-1'" 205 s'-7" - 4'=1 — FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone; 02020 TILTECO.INC. @2020 EASTERN METAL SUPPLY, INC. ! 11 i 1 11f`�" BERTHA HV A S A Accordion Shutter System L E C O w ■ ■ ■ ■ H.V. MADE#1 W/OR W/o H.V. WINDOW MADE c N0.4 1 American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY REV.N DESCRIPTION DATE DRAWN BY-.MICE. c. * Association, Inc. 1 OLD 17-107 /2/20 DATE 7/2/2020 (LISP N.W.J:( 51..71 153 Y.F.. (305S,1-15A JJi6 4268 Westroads Drive 2 "O•• STA OF Phone (SOS)871-1550.Faa (S05)871—i5S1 DRAWING No �� 5.r o-mail:tilloco®aol.cam West Palm Beach, FL 33407 3 . 0c 01 LOP •'�� CA-o005719 C hi��Fs `� WALTER A TILLIT Jr.P.E. 4 2�—�64 :� /SIGNATURE/DATE FLORIDA u`.g+41s7 B SHE OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D. DESIGN NEQATTVE PRESSURE RATIN AND A CORRESPONDING MOUNTING ME FOR CONCH OR CONCRETE ANCHORS SPACING LEGENIN POURED CONCRETE I.Mourawcs a,U.c,D AND ON SHEET 6 POURED CON CONCRETE BLOCK TAPCON OR A WALL HEADER MOUNTING A WALL HEADER MOUNTING ®WALL HEADER MOUNTING UW�SiLL OUNTING D WALL SILL OUNTINC C& WAIL HEADER/SILL TAPCON WITH ADVANCED SPAN W/ W/ W/ W/ MOUNTING THREADFORM TECHNOLOGY (H) A.S.D.BEEN NETAINE P�IRE RATING ASD.DESI(t7 NEON_M:PRE19JIrE PALING n A.S.D.DESIGN WATIVE FRESSfIRE riAElll:( AS.D.OEM NECKINE PREME R091G m0 AS,D.MEN NEGM PRES9M MTNG(pat A.S.D.DFSEN NEGATIVE 11=11RE PALING ALL POINTS SOLID-SET 30 40 BO 75 BO 120 180 2O5 30 40 60 I75 90 12D 160 205 JO 40 60 75 90 120 16D 205 30 40 60 75 90 120 I60 205 JD 40 60Tr_ 75 90 120 160 205 30 40 60 75 90 120 i80 205 BLUE TAP 14 12 10 9 a 8 6 5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 6 0 6 14 12 10 9 8 8 6 55 8 8 0 8 B 8 7 5.5 3•-0- 14 12_10 8 0 8 6 6 14 I2 10 B B 8 6 6 14 12 10 9 e 8 6 6 14 12 10 9 8 8 8 8 t4 12 10 9 a a 6 B 8 8 8 e a B B 8 TAPPER+ OR 14 12 10 B B a 6 5 14 I2 f 0 9 B B e 8 14 12 10 9 B B 8 0 14 12 10 9 a B 8 3 14 12 10 9 B B 8 8 0 8 8 B B 8 8 85 14 12 10 9 8 8 6 e 14 12 1D B� 0 0 B 8 14 12 f0 B 8 a B 8 14 12 10 0 a 8 B 14 12 10 9 a 0 6 6 B B 8 8 a B 8 7 14 12.10 9 _B 8 6 4 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 8 14 12 10 9 8 7 - 14 12 10 9 8 7 55 - 0 0 0 8 8 7 5.5 4 4•-0" 14 12 10 B B 8 6 4 14 12 10 9 8 B 6 6 1{ 12 10 9 B 8 6 8 14 12 1D 9 9 B 5.5 - 14 12 10 8 8 B e 8 8 8 B 8 8 8 a 8 14 12 10 9 0 8 4.5 - 14 12 10 9 8 8 6 4 14 12 10 9 8 a_ 6 a 14 12 10 9 8 0 14 12 10 9 8 B 0 0 B B 8 B 0 65 3 14 12 10 9 e 9 6 4 1! 12 10 9 B B 6 6 1412 10 9 8 8 8 8 14 12 10 9 e e 14 12 10 8 B B 8 6 B 6 B e B 7 5.5 14 12 10 9 8 8 4S - 14 12 10 9 8 8 6 3.5 14 12 70 9 B B 6 6 1{ 12 f0 9 75 - - - 14 12 10 9 7.5 a5 - - 8 B B B 75 55 4 3 * SEE ANCHOR 5•-0" 14 12 10 9 0 0 45 - 1{ 12 10 9 e a 6 J.5 14 12F-111100 9 8 8 6 6 14 12 10 9 B 7 14 12 10 9 8 8 8 - 8 B 8 B 8 8 B 8 14 12 10 9 8 55 - - 14 12 10 9 8 8 4.5 - 14 12 9 8 8 6 5 14 12 10 B 8 3 - - 14 12 10 B e 7 - - B 0 B 8 B 7 5 4 SPECIFICATIONS 14 12 10 9 8 B 4 - 14 12 10 9 8 8 6 35 14 12 9 B 8 8 6 14 12 10 9 8 - 14 12 10 9 8 7S - 0 a 6 8 0 7.5 53 4 ON SHEET 13 14 12 10 B B S5 3 - 14 12 10 9 e 8 4.SL 14 12 9 8 B_ 6 6 14 12 9.5 7S 4 - - 14 12 95 7.5 E.5 .5 - 8 a a 7.5 &5 4.5 J5 - 6•-0- 14 12 10 9 B 5-9 - - 14 12 10 9_ 8 8 4.5 - 14 12 B B a 6 6 14 12 l0 9 8 4 - - 14 12 10 9 B B 4 - B 8 8 B B B B 7S 14 12 10 B 8 3 14 12 10 9 a 8 14 12 10 9 8 B &5 3.5 14 12 10 9 4.5 _ 14 12 10 9 74 { B B 8 B 7.5 5.5 4 3 14 12 10 9 8 5 14 12 10 9 a 8 4 14 12 10 9 8 8 6 5.5 14 12 f0 9 5 - 14 12 10 B 8 4S - B 8 8 8 8 6 4.5 14 12 10 9 0 4 - 14 12 10 9 8 8.5 3 14 12 10 9 8 0 a - 14 12 B 45 - - 14 12 B B.5_53 - B 0 0 65 5.5 4 3 7,-0- 14 12 10 9 B 4 - - 14 12 10 9 0 &5 3 - 14 12 10 9 8 e 6 14 12 10 9 6 - - - 14 12 10 9 8 7 - - B 8 0 a a 8 7.5 6 14 12 10 9 4.5 - - 14_ 12 10 9 8 4 - - 14 12 10 B 8 7 4 - 14 12 10 SS - - 14 12 10 8 8.5 B 0 e B 6S 5 3S - 14 12 10 9 7.S 75 - - 14 12 10 9 a 6 14 12 10 9 8 6 6 - 1{ 12 10 6 - - - I{ 12 10 B.S 7 --- B B B B 7 5 4 14 12 10 9 5.5 3 - 14 12 10 9 8 4.5 - 14 12 10 9 a a - 14 11 7 - 14 11 7 5.5 3S - 8 8 7 5.6 4.5 35 - 14 12 10 9 5.5 - - - 14 12 10 9 8 45 - - 14 12I10 9 8 B - - 14 t2 10 7 4 - - - 14 12 10 9 B 3 - - a B B 8 B 7S 7 4 8•-0" 14 12 10 &5 3 - - - 14 12 10 9_ a - - - 14 12 10 9 8 S.5 - 1{ 12 8S 3 - - - 14 12&5 7 4 - - - 8 A. B 7 55 { 3 - +SEE LIMITATIONS OF USE FOR 1{ 12 f0 9 5 - 14 12 10 9 0 4 - 14 12 10 9 B 8 - 14 12 9S - - 14 12 S5 7.5 4.5 - a B a 7.5 6 4.5 BLADE OA ON SHEET 19 14 12 10 6S 4.5 - - 14 12 10 9 7.5 - 14 12 10 9 8 - 13 9S 4 13 9$ 65 5 - I- 8 8 B.5 5 4 3 14 12 10 65 ! - - 14 12 10 9 7.5 - - - 14 12 10 9 8 - - - 14 12 10 5 - - - - 14 12 10 9 5.5 - - - 0 a a B 8 .5 6 3 14 12 8.5 4 - - - - 14 12 10 9 4.5 L7 - - 14 12 10 9 7.5 _= 14 11.5 4S - - - - - 14 11.5 7.S 6 _ - 8 8 75 6 5 4 1{ 12 10 6 4 14 12 10 9 7 1- 14 12 10 9 B 14 12 5 14 12 8 6S - a D a 6S SS - 14 12 9.5 5 3.6 - - - 14 12 10 9 &5 - - - 14 12 10 1 9 8 - - - 1_5&5 - - - - - - 1.5 8.5 5$ - - - - e 0 5S 45 3.5 - 10•-0- 14 12 95 5 3.5 - - - 14 12 10 9 5.5 - - 14 12 10 9 8 - - - 14 12 7 - I- - - - 14 12 10 75 5 - - - 8 B B B 0 7.5 4.5 - 14 12 55 3 - 14 12 10 6 3 14 12 10 9 6 - 16 105 3 14 10.5 7 35 - --- 0 e 7 SS 4S 35 - 14 12 9 45 3 14 12 10 9 5 - - - i 12 10 9 B - - 14 11 - - - - - 14 11 7.5 - 8 8 7$ 8 5 14 12 7 - t{ 12 10 - - - - 14 12 10 - - OS 8 - - - - - - 10.5 6 5 _ - - - - 8 B 5 4 3.5 - - - 14 72 7 - - - - 14 12 10 - - - - 14 12 to - - - 14 12 5 - - - - - I4 12 10 - - - - - B B B B 8 7 JS - 11•-0" 14 12 4 _ - 14 12 10 - 14 12 ,D - _ 2.S 9.5 _ 2.3 0.5 6 _ 8 8 6 5 { 3 __ 14 12 W. - - 14 12 10 - 14 12 10 JS 10 - - 14 10 7 8 B 7 5.5 4S - 14 12 5.5 - - - - 14 12 10 - - - - - 14 12 10 - - - - - 9.5 7 - - - - - - 9.5 7 &5 - - - - - B 7 4.5 3.5 3 - - - 1{ 12 &5 - - - - 14 12 10 - - - - 14 12 10 - - - - IL 12 4 - - - - - 14 12 10 - a a 8 8 a 6 377 12•-0" 14 12 J - - - - - 14 12 0 - - - - - 14 12 10 - - - - - 1.5 6.3 - - - - - - 11.5 BS a - - - - B 8 S.S 4.5 4 - - 14 12 5 - - - - - 11-4 12 10 - - _ - 14 12 10 - - - - 2.5 9.5 - - - - - - 135 9.5 4.5 - - - - I- 8 B 6 5 4 - - - (1 HV BLADE OR n HV BLADE 14 12 - - I- - 14 12 - - /4 12 - 9 a - 9 &5 - a 6.5 4.5 3.5 3 ,3-D- 14 12 - - - _ _ - 14 12 - _ _ = _ - 14 12 - _ _ - _ - 14 12 - _ _ _ _ = 14 �2 - - _ _ _ -a a a a a s$ _ = W f 1�A HV WINDOW BLADE 14 10 - - - - - - 14 12 - - - - - - 14 12 - - - - - - 0.5 55 - - - - - - OS a - - - - - - 8 8 5 4 3S - - - 14 12 - - 14 12 - - 14 12 - 1.5 6 -- - 1S &5 - 8 8 55 4.5 - 14 12 - - - - - - 14 12 - - - - - - 14 12 - - - - - 8 - - - - - - a 6 - - - - - - a 6 4 3 - _ _ = WORKING IN UNISON 14•-0" 14 12 - - - - - - 14 12 - _ - - - - 14 12 - - - - - 14 9 - - - - - - 14 12 - - - - - _8 B B 8 7.5 4 - 14 7 --- -- 14 12 - ----_. 14 12 -_--- - 10 4 - 10 7S - - --- 8 7.5 5 4 14 113 - - - -- - 14 12 - - - - - - 14 12 - - - - - 0.5 4 - - - - - OS B - - - - - 0 e 5 4 - - - 14 _ _ _ _ _ _ _ 14 _ - _ _ _ _ _ 14 _ _ _ _ _ _ _ 7.5 _ _ - _ _ _ _ 7.5 _ - _ _ _ _ 75 5S JS 3 - _ _ _ 15•-0- 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ _ 14 _ _ _ _ _ _ _ 1! _ _ _ _ _ - 14 _ _ _ _ _ _ a 8 e 7 7 14 - 14 14 9 B I 14 - _ - _ _ 14 - _ - 14 _ _ _ _ _ _ to - _ _ _ _ _ - 1014 _ - - _ 14 _ - - - - _ 14 _ - - - - - 7 _ - - - - - - 7 _16• 0 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ _ 14 _ _ _ _ _ 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ 8 B 75 6 3 _ _ 14 - 14 - - 14 e 6.5 4 3.5 - 14 - - 14 - - - - - - 14 - - - - - - - B.5 - - - - - - - 9 .5- - = = FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone lit TIE 02D20 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. � : . � BERTHA HVTM ,ate?• ��CEN c. • 1 ': Accordion Shutter System IL ECO �H�. ■ ■ ■ ■ Kv BLADE1 w/OR w/o rtv.vr,NDow IKanE s N0.441 American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY YREV.N DESCRIPTION DATEDRAWN 8/: ND ,Y�/ 6355 N.W.J6tR SL,SN.305.V NW GARDENS.FLORIDA J316 /2/202 Association, Inc. 1 OLD 17-107 DATE: 7/2/2020 o'•, STATE ��` Phone 4268 Westroads Drive:(305)871-1530.Fe::(305)871-1531 2 DRAWING No e-meiL•unel:e®oel.00m West Palm Beach, FL 33407 3 ORt CA-0006719 20-1 G NAT4 %9�c'•., L 4 %•,,FSS ...... FLORIDA WALTER A.mLT al.RE SHEET .. 1ti>0� SEAL/SIGNATURE/DATE FLoaoA uc.a lat67 s 6 12 OF 20 I MAXIMUM • SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEGATNE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCREIE OR CONCRETE BLS INSTALATIDNS (SEE MOUNTINGS E G,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONC RFF/CONO3:TE BLOCK POURED CONCRETE (A) TO E(LSTING POURED CONCRETE:(Mtn.1'c-3 k5I) MAID QE WALL SILL MOUNTING ©CEILING MOUNTING 0 FLOOR MOUNTING - 1/4'0 TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER [Win.rc-3 ksi) SPANANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min, Fa=3 k8Q (ft) kSD.DESIGN NEGAM PRm171E RAING(0e)kSD.DESIGN NOANE PR7SM RMRC _ S.D.DESIGN NEGUM PRMM ftMWG ps7 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.Yc-2 k8i) 30 40160 75190 120 160 205 30 40 60 75 90 120 160 2O5 30 40 60 75 90 120 1fi0 ZOS 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.V.=3 k8i u t2 10 9 N88 6 S 14 12 t0 9 e e 6 e 14 12 10 9 B B 6 6 THREADFORM TECHNOLOGY ( ) 14 12 1D 9 6 6 14 12 10 9 8 B 6 6 14 12 10 9 8 8 6 6 ALL POINTS SOLID-SET NOTES: OR 14 12 10 9 e e 14 12 f0 8 B 8 6 8 14 12 10 9 8 B 6 5 BLUE TAP W/CAP AI)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 e e 7 14 12 10 9 B 8 B 6 14 12 10 9 8 8 6 B µCHDRS IS 1 3/4.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2' 14 72 10 9 8 7 SS 3.5 14 12 10 9 8 8 6 6 14 12 10 9 e B 6 5 TAPPER+ / 14 12 10 9 B e 6 e 14 12 10 e e e_ 8 8 14 12 10 4 B B 6 5.5 A2)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 9 E B 6 4 14 12 10 9 5 8 8 4.5 14 12 1D 9 8 6 4 35 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 14 12 10 9 B 8 e 4.5 11 12 10 9 8 8 e S.5 14 12 l0 9 B B e 4b 1-MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 7.5 5.5 35 - 14 12 10 9 S B 6 5 14 12 10 9 6 7 55 4 •Sai UIUTAl10.49 OF USE- 1a 12 10 9 e 8 6 6 14 12 10 9 8 .8 6 5.5 14 12 10 9 e e 6 4b 9LN)E ON SXFEf t9 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 12 10 t9a 7 4 - 14 /2 10 9 8 S.S.4 .3.5.14 12 10 8 6.5 5 3.5 3 ANCHORS SHAH.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 ID14 12 10 9 8 e 6 45 14 12 10 9 e e 4.5 3.75 NOTES Al)&A.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.s IS - - 14 12 10 e e 7.5 55 4 14 12 10 9 e e 4.514 12 10 8 8 - 14 12 10 98 8 8 5 14 12 10 9 B ES 5 35 6'-0' 14 12 10 5.5 3 - 14 12 12 &5 7 5.5 4 3 14 12 6 6.5 5.5 4_ S - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 t2 t0 9 - 14 12 10 B 8 6.5 5 SJS /4 72 10 B.S 8 5 s - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. f4 12 8 65 S: J 14 12 10 9 e 8.5 4.5 35 14 12 10 e 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. 14 12 fa 9 8 e - - 14 72 10 9 8 7 s 4 14 12 10 B 7.5 55 4 3 - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 7'-0- 14 12 10 a BS 4 - 14 12 9 7.5 a 4.5 3.5 - 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&SPECIALTY COMPANY OR ANY 14 72 to 83 7 4 - 14 12 10 B 73 5.5 4 - 14 12 9 7 7.5 45 OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERI AN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 55 4.5 - - - 14 12 10 9 7.5 5S 4 - 14 12 9 7_ 8 4S J - NOTES: 8'-0- 14 72 10 9 I- 1-1-5- - - 14 12 10 B 8 8 4 - 14 12 10 B _ 5 JS= BA) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPOON, BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 EL' 7 14 12 8 65 55 4 3 - 25 BS e 5 ♦ 3 - = WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 14 12 9.5 7.5 - 14 12 9S 8 S.5 5 - 14 12 0 8' 5.5 4 13 9.5 6.5 5 - - 14 12 t0 8 65 5 - - 14 12 8 65 5 4 - - B.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4"ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 12 10 9 - - 14 t2 10 9 7S IS - - 14 t2 85 7 5S 4 - - EMBEDMFM INTO STUCCO SHALL BE PFRMffiED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 11.5 75 6 - - 14 11 7 55 5 3.5 - 11 8 55 4.5 J.5 - - = EXIST,µD 1'MINIMUM FOR WALLS WITH NO STUCCO. 12 B (5 - 14 12 B.5 7 55 4 - 14 10.5 7 5.5 6 45 1.5 55 4 - 14 12 B 7_ 6 4.5 - - 14 71 7 5.5 45 35 - - 8.3)IN CASE THAT PRECAST STONE_PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE IXISDNG WALL OR FLOOR, 14 12 10 9 7.5=r- - 14 12 10 8 &5 5 = 14 t2 8 8 5 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 10.5 7 5 35 - - T3 9.5 6.5 5 4 3 - 10 7.5 5 4 ] __ NOTES 8.1)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7.55.5 = - 14 11.5 9 6 5 4 - - 12-5 9.5 6 5 4 4 FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. OS 8 5 - - 14 12 8 85 &S 4 - - 13 10 Bb 5 4 3 - 11'-0' ld 12 10 - - - - - to 12 9 7 6 45 - - 1♦ 19.5 7 55 45 ]5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 2.5 95 12 9 8 45 4 3 _ _ D SEE SCHEDULE BELOW FOR EDGE DISTANCE(E0.)VERSUS SPACING flELATIONSH8'FOR ANCHORS. 14 10 7 - 14 105 7 &5 45 - 1.5 85 SS 4.5&75 - () 9.5 7 4.5 - - - 14 f IS 75 6 S - - - 12 9 6 45 4 - - - 12'-0' 14 12 10 _= 14 12 8 es s.5=_ - t2 to a,S 5 4 - _ - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS• 11.3 B.5 4.5 - - - - 11 8 63 4 3.5 - - - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 135 9.5 B - 73 35 65 5. 4 OS 8 8 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE[Y THE FOLLOWING FACTORS. 9 65 - 14 10.5 7 55 4.5 - 11 85 55 4.5 3.5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 14 12 - - - - - - 14 115 75 6 5 - - - 12 9 0-4.5 4 - - - FACTOR 10.5 e - - - - - - 10 75 5 4 ] - - - 75 ss a 3 - - - = ACTUAL TAPCON WITH ADVANCED TAPPER+ 12.8 B.5 - - - - - - 12 9 6 45 4 - - - 95 7 5 4 - - - = EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP MIN.SPACING - - 1J11. 85 OS 73 5 I - - __ HV BLADE OR DIED CE NON.SPACING-3' MIN.SPACING-3' MIN.SPACING-S 1/2' EON.SPAGNG=J' 3 3/4" 4" I412 - - - - - - 14 7 5.5 - - - - 11 B.5 5.5 4.5 - 14'-0' 10 7.5 - - - - - - BIS 35 - - - - 7 5 3.5 J - - - V BLADE W POURED CONCRETE& Fa�D ar�TE GO C E E BUXX POURED CONCRETE& POURED CONCRETE&CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK i'Q14D C 3 1/7 CAllM- I T9.3 1.5 - - - - 9 6.5 4.3= - _-- 1 H WINDOW FIN.M. EA•31/2' lO1 FD.•21/2' N9E M. 1 Y MN E0.•r A@L ED•31/Y FIN.ED•21/Y 7.5 - - - - - - - 12 9 8 - - - - - 9.5 7 4.9 - - - - - u - - - _ - - =ss la es - - _ - = a e 5 =__ - = BLADE WORKING 3• 1.0 090 1.0 o.7B 1.0 o.B4 t.o 15'-0' - - - 2 1/2- - 0.81 1.0 - - 0.87 1.0 9 - - - - - - - &5 6S 4 - - - - - BS 5 3 -I- - - IN UNISON 10 - -I- - 0.5 8 5 - 8.3 6 4. - 2' - 0.71 _ ------- 0.51 7 - - - - - -1-15.5 Pis SS 4b 0.91 - - - 0.43 14f2.5 9.5 6 - - - 10 7.5 5 16'-0' 8 e 45 3 - _ - - - 1 1/2- 0.35 - - - - 0.35 - 9.5 - - - - - - - 9.5 i 5= - - - =a e 4=- _ _ _ = FLORIDA BUDDING CODE(Non High Velocity Hurricane one' ``` ��11111f ''' 02020 TILTECO.INC. @2020 EASTERN METAL SUPPLY, INC. .A ...• .. BERTHA HVTM p Accordion Shutter System No.44 67 i L E q ® 1 N c. A■�■�■/�. HV. BLADE#1 W/OR W/O H.V.WNDOW BLADE Z f)�p TILUT TESTING & ENGINEERING COMPANY American StlUft®r Systems ry, DESCRIPTION DAIS DRAWN BY: N.P STATE F1-z6355 N.W.36M St..Ste.305.NRGINIA GAADa:S,FLMQA 3316 Association, Ina. 1 OLD 17-107 /2/202 .: 7/2 2020PNene:(305)871-1530.Fox:(3a5)871-1531 4266 Westroods Drive x DRAWING No 05c' "ZORI P' �� _.111: 19.`°" West Polm Beach, FL 33407 3 20-1 64 S ••••• �- WALTER A_TIUJT Jr.P.E. R a EAL/SIGNATURE/DATE FIDRIDA Lie.E 44167 5 SHEET 6 13 OF 20 MAXIMUM ANCHOR* SPACING (jD) SCHEDUI E FOR A GNEN MAX, SHUTTER SPAN, A S D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTAL i ATION (SEE MOUNTINGS I,J.K&L ON SHEET 7) POURED CONCRETE POURED CONCRETE CONCRETE BLACK 11A>aINM I ALL(OVER& 11 TRENCH JORAINGUARD MOUNTING (E)WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING ANCHORS SPACINGFGEND ,.A1QUtt1IN _ SPAN A.S.D.OL9CX I>Et'AAE PRLSWRE PRNG(psi D.DIDCN NE,VNE P=11RE PAI910(NI D.DL9Ot NOANE PRFSSUPE PALING M.DESIGNIIFfAAE PIaAUAE RATING-- TAPCON OR TAPCON WITH ADVANCED 30 40 60 75 90 120 160 205 30 40 60 75 90 12o 160 205 Jo 40 60 75 90 120 160 205 30 40 160 175 90 120 160 205 THREADFORM TECHNOLOGY 14 12 110 9 8 e 6 12 12 12 12 12 1.5 8.5 6S 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3•-0' 14 12 10 9 5 8 6 6 12 12 12 12 12 t2 9.5 7 7 7 7 7 7 7 7 7 5 6 5 5 5 5 5 S R LESS 14 /2 10 9 8 B 6 8 12 12 12 12 OS 5 B 4S 7 7 7 7 7 7 7 BS 5 S 5 S S 5 b 5 BLUE TAP 14 12 to e e e 6 s iz 12 12 12 12 1D zs e 7 ] 7 7 7 7 7 7 s 5 5 5 5 5 5 5 TAPPER+ 14 72 10 9 B B 8 e 12 12 12 12 1.5 8.9 6.5 5 7 7 _7 7 7 7 55 4 9 5 5 S_ 5 5 5 4 4•-0- 14 12 10 B B 8 6 6 12 12 12 12 12 B5 7 &5 7 7 7 7 7 7 7 7 5 5 8 5 6 5 5 5 14 12 10 B 8 B 8 6 12 12 12 95 8 6 4.6 &5 7 7 7 7 7 7 65 5 5 5 S 5 3 5 9 5 14 12 10 B 5 8 6 8 12 12 12 12 10 7.5 6.6 4 7 7 5 14 12 10 9 e 8. 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 .5 S 5 4 3 5•-0' 14 12 10 9 8 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 11 12 10 9 8 9 6 6 12 12 93 73 6 4.5 35 - 7 7 7 7 7 7 5 3.5 5 5 5 5 6 5 S 4 14 12 10 B 8 a 6 6 12 12 12 9.5 8 6 4.5 - 7 7 7 7 7. 7 S5 4 5 5 5 5 5 5 5 4 * SEE ANCHOR 14 tz 10 9 e a 6 e 2 t2 IS ® 75 55 4 3 7 7 7 7 7 4.3 J.5 - 5 5 8 s 5 45 as - SPECIFICATIONS 6•-0' 14 12 10 9 8 5 8_ 6 12 12 12 10 E 6 4.5 35 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 12 10 9 8 a 6 5 12 12 B 6 5 { 5 7 7 7 7 7 SS 4 5 5 b S 5 3 4 3 14 12 10 9 B 8 8 8 12 12 10 B 6.5 S .73 - 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5 4.5 14 12 10 9 B B 8 8 12 L 10 B &S 5 35 - 7 7 7 65 55 ♦ 5 S 5 5 S ♦ 3 7•-O. 14 12 f0 9 5 B 6 6 12 12 12 B.5 7 5 4 3 7 7 7 7 7 7 7 fi 5 5 5 5 5 S 5 5 14 12 10 9 B 8 6 6 12 10 6.5 5 45 3 7 7 7 7 83 5 3 5 S S 5 5 5 34 3 14 12 to 9 e e 5 6 12 12 8.S 7 5.5 4 - - 7 7 7 7 7 5 = - s 5 5 5 5 5 4 = 0 VAUD ONLY FOR UP TO +70, -75 14 12 10 9 8 B 6 - 12 12 as 7 5.5 4 3 - 7 7 7 5.5 4.5 3 - - s s 5 s u 3.6 - - PSF AS.D DESIGN PRESSURE 14 12 10 9 e 8 6 - 12 12 OS 7.5 6 4.5 3.5 - 7 7 7 7 7 7 7 4 5 S 5 5 5 5 9 5 e'-0• 14 12 -10 9 12 9 6 4.5 4 3 - - 7 7 7 7 ss 4 - - 5 b s s 5 4 J - RATING & FOR SPANS PER _ _ _ _ SCHEDULE 3, SHEET 11 14 12 10 9 6 B 0 12 11 7S a 5' 75 7 7 7 7.3 6 4S - 5 5 5 5 5 4S 14 12 10 9 a B_ - 12 1.5 73 6 5 3S - 7 7 6,5 5 { 5 5 5 S 4 3 9,_O. 14 12 10 9 B 8 - - 12 12 9.5 &5 53 4_ J - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 6 5 14 t2 10 9 9 a 0.5 8 b 4 J.5 - 7 7 7 9 5 J.5 - b 5 5 5 5 4 3 _ 1{ 12 10 9 5 a - 12 10 85 5 43 - 7 7 7 6.5 5.5 - 5 5 5 5 5 4 14 12 10 9 8 8 - 12 0.8 7 5.5 4.5 3.5 - _ 7 7 5.5 4.5 3.5 - _ 5 6 5 4S JS - 10•-0"14 12 10 B 8 8 - --12 11 &5 6 5 J.5 - 7 7 7 7 7 7 43 5 5 5 5 5 5 6 45 14 12 10 9 e e - 90 7 4S AS 3 7 7 7 5.5 4.5 - a 5 5 5 4S 3.5 14 12 10 9 8 6 - 12 B 6 5 4 7 7 7 6 5 5 5 5 45 S 14 12 1D 9 6 a - 12 9.5 6 5 4 J 7 7 5 4 3 5 5 5 4 3S - 1 1•-0`14 12 10 9 B 6 - - 12 10 7 5.9 43 18 - = 7 7 7 7. 7 7 JS - 5 5 5 9 5 5 $ 4 ` ' 14 12 10 9 56 - - a.585 4 3.5 3 - - - 7 7 6 5 4 - - - 3 S 5 5 ♦ J � V BLADE ONLY 14 12 10 9� e e - - 11 8 5.5 4 - - 1- 7 7 7 55 4.5 - - 5 5 5 5 4.5 - - 14_72 10 9 B - - - IS B.5 5.5 L5 3.5 - I- I- 7 7 4.5 IS - - - - 5 5 43 J.S J - - - 14 12 TO 9 B = - - 12 BS 6.5 5 4 7 _ 7 7 7 1 7 a J - 5 5 5 S 5 5 4.5 35 12•-D�14 t2 10 9 6 8 6 4 ] 7 7 SS IS S.9 - 5 5 S 4.5 4 3 14 12 10 9 a - 10 75 3 4 7 ] 6 5 5 S ! S I 1{ 12 10 9 a '05 8 5 4 S5 - 7 IS 4.5 3S - 5 5 43 3.5 J 13•-O.14 12 1D 9 8 - - -- IS 8S a 4.5 AS 3 = 7 7 7 7 7 4.5 - - 5 5 S 5 5 5 1_5 35 14 12 10 9 e 7 35 S.S J 7 7 5, { J __ 5 5 5 3 14 12 10 9 B - - - 8 7 {5 75 - - - - 7 7 S.S 4S = S S 5 4S 4 _ - - 14 12[_1110[ 9 1D 75 S 4 3 7 e 4 3 5 5 { 3 14 12 9 _ - - - 0.5 9 55 4 35 - - - 7 7 7 7 7 4 - - 5 S 5 S S 5 4 3 14•-D� 14 12 9 - 6.5 5 3 _ ___ 7 7 6 S5 - _ 5 5 5 ♦ _ 14 12 B - &5 8S 4 7 7 S { 5 S S 4 14 12 - - - 9 7 4S JS 3 - - - 7 5.5 J.5 - - - - - 5 5 J.5 3 - - - - 15•-O"14 12 - - - - - 10 75 5 4 3 - - - 7 7 7 7 7 J5 - 5 S S 5 S 5 4 J 14 12 - 6 4.5 ] 7 4.5 3 6 5 4.5 &51{ 12 a 6 4 7 7 5 b 5 6 4 14 12 B.S6S435 - - - - 7 5.5 J.5 - - - - - 5 -S 3.6 - - -16•-0 14 12 - - - - 9.5 7 45 3.5 3 - - - 7 7 7 7 6 3 - = S S 5 S b 4.5 13S - 14 12 f0 - 8 43 3 7 B3 4 5 5 4 SS - t4 12 1a=I= __=zs &s 7s= - - - - 7 7 Ls - - - - - 5 s {s - - = - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `````\,�11ll,{ lilt' , �(�T 02020 TLTECO,INC. @2020 EASTERN METAL SUPPLY,INC. BERTHA HVTM �P' �N�. � 5 � � Accordion Shutter System ' No.44167 , , , . KV MADE#1 W/OR W/O H.V.WINDOW BLADE 71' ` TILLIT TESTING.W. $ ENGINEERING COMPANY American S 4- 011:UR0009001- West Palm Beach FL 33407 3 butter Systems EV.N P DESCRIPTION DATE DRAWN BY: M STATE F i� 6355 N 36M St.,St,.305.VIRGIHR GARDENS,FLORIDA J316 Association, Inc. 1 OLD 17-107 /2/2 DATE: 7/2 2o2D '�• Ph-:(305)671-1530.For:(305)B71-1531 4268 Westroods Drive 2 C F ` , DRAWING No c Ss 'NOS N`0 WALTER A TIUff Jr.P.E. 4 SHEET '''"n„�,NA;t ��SEAL/SIGNATURE/DATE FLORIDA V. 44167 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (F.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX SHI R SPAN NEGATNE AS D DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16& 17). !�3 L-J B �SE;TRATE SOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN N No. SPRUCE PINE SPRUCE PINE DOUGLAS FIR W/ MIN. G=0.50 W/ MIN, G=0,43 W/ MIN. G=0,36 /PLYWOOD DOUGIASNFI.50 FIR W/5' FIR NORTH FIR SOUTH MIN.G=0 W/ MIN. G-0.43 W1 MIN. G=0.36 MNONUM SPAN(R) 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 & 0 S &v S&v S&v IE9R 1&IIDE REBR PoO+e(ill 49m MMRd Riblls rove(f0) Dail tEc4tR RII9H PA10({� DaN BOm.T REs91E PAD6(A4) D®IF91M1f f&ID/E ili1D(� DaX�F�PAlIC(1+) OE4A IETALE R®e DUAC� la7 IEMWE F$191e P.00 Ipl D5a lHWtA:BIDIIE W1G(w)un Dai116e6E DFSIA PAeG(Plf 30 40 60 75 90 OS 30 40 60 75 90. 05 30 40 60 75 90 05 JO 40 80 75 90 05 30 40 60 75 90 105 JO 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS '-0.OR LESS 12 10 110 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 8 6 6 6 12 10 10 9 8 8 6 6 6 fi 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 1210 109 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 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12112 12 12 12 12 12 12 5'-D• 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 8 7 6 6 fi fi 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. V-0• 12 10 10 9 8 6.5 6 6 6 8 5.5 4.5 12 10 10 9 B 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 KS 7'-0' 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 8 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 _4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 OL 8.5 7.5 8'-0' 12 10 10 7.5 4S 3 6 6 6 5 4 3.5 12 10 10 6 J5 - 6 6 5 .5 3.5 3 12 10 10 4 5 6 5 .5 .5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 .5 9'-D' 12 10 10 5 3.5 - 6 8 55 .5 3.5 J 12 10 9 4 8 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - 12 12 12 12 12 0. 12 12 12 11._9.5 8.5 12 12 10 8 6.5 5.5 10'-O' 12 10 7.5 4 6 6 5 4 3 - 12 10 6 } - 6 6 4 .5 3 - 12 10 3 - 6 6 4 .5 3 - 6 5 - - - - 12 12 12 12 1.5 9.5 12 12 12 10. 8.5 7.5 12 12 9 7 6 5 IV-0' 12 10 =,S6 6 4.5- - - 12 10 4.5- - - 6 5.5 3.5- - 12 10 - - 6 5.5 4 - - 6 5 12 12 12 12 10 8S 12 12 12 9.5 8 7 12 12 8 6.5 .5 4.5 12'-O• 12 10 6 4 - - 12 10 3.5- - 6 5 3.5- - - 12 10 - - - - 6 5 3.5- - - 6 5 - - - - 12 12 12 i1.59_5 8 12 T2 krl.5 6 12 1.57.5 6 5 4 12 106 - - 12 10 6 4.5 - - 12 7.5 - -_ 6 4.5 - - 6 4.5 - _ - 12 12 12 10, 8.5 7.5 12 12 5.5 12 0.5 7 5.5 4.5 4 14'-D' 12 105.5 - - 12 7 - 5.5 4.5 - - 12 7 - .5 4.5 - - - 6 3 - 12 12 12 9.5 8 6 12 72 4.5 12 9.5 6.5 5 4 315'-0• 12 - - - - - - 5 - - - - 12 - - - - 5 - - - 6 - - - 12 12 11 9 7.5 5 12 12 4 12 9 8 516'-0• 12 - - - - - 12 - - - 5 --- - 11. - - - - 5 - - - - - 8 - - - - - 12 12 10 8.5 6.5 14 12 12 3 11.515.5 5.5 4.5 36 - n HV BLADE OR l HV BLADE W/ 4� HV WINDOW BLADE WORKING IN UNISON* ♦SEE UMnAnoNs or.FOR BVDE©ON SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS -SOUTHERN PINE Na 2 W/G=O.SS(N.DS) -1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.allUEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G=0.50(N.OS.) EACH SECTION ON SHEETS 18&17. -SPRUCE PINE FIRM R NOR W/G-0.43(N.D.S) DICFPnON:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.DS.) -MIN. 1/2'COX PLYWOOD(1986 APA) 2 ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNONG TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER!IDS 2018 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUMING CODE(Non High Velocity Hurricane Zone, ``\`dL�N11p11T��,�''' e2020 TILTECO•INC. @2020 EASTERN METAL SUPPLY, INC. ...... r�9,, BERTHA HVTM Q \rEN A A Accordion Shutter System 1 1 C . ■. . . KV. BADE#1 W/OR W/0 KV.WNM BLADE ND.44 67 � _ American Shutter Systems REV.N DESCRIPTION DATE DRAWN BY: M.P y * TILLIT TESTING & ENGINEERING COMPANY Assoclatian, InC. 1 OLD 17-107 /2/202 DATE: 7/2/2020 Z n 6]S!N.W.JBIR SL,Ste.JOl,Y8tC4nA GARDENS.FLORIDAJJ16 's a. STATE F PA0n0:(30!)871-1530.Fox t(305)871-1531 4268 Westroads Drve 2 DRAWING No mall:Ulteromaol.can West Palm Beach, FL 33407 3 CA-OOO6718 L D R P• 4 20-164 %��('•• ` WALTE:R A RLUT Jr.P.E p`SIQN ►��3```EAL/SIGNATURE/DATE FLORIDA Uc.A 44167 5 SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & HV♦ BLADES AS APPLICABLE WALL FINISH MAX. S U ER SPAN L+ L— OR INSTALLATIONS INTO 00 WITH HV BLADE ONLY SHALL - BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & r - -1/4.0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON TAPCON WITH ADVANCED _- ( THREADFORM TECHNOLOGY I/ 1/4'0 TAPCON OR ��. W/1 1/2"Min. PENETRATION V ' I .I TAPCON WITH ADVANCED THREADFORM TECHNOLOGY -�--- OF THREADED AREA TO 1 r W/ 1 1/2°Min.PENETRATION OF THREADED AREA TO EXISTING I` EXISTING W000 HEADER. WOOD HEADER. (SEE SCHEDULE ON SHEET 15 N MN SEPARATION ( ( (I)OR� (SEE SCHEDULE ON SHEET is) ' ) TO(LASS SEE \ j / - 1/4'0-20x3/4'S.S.MACHINE SCHEDULE ON SHEET OR C !/\ ' \ /- 18 SCREWS w/ 1/4"-20 Nurs 11 FOR® 12 ET 19 OR - I ` "O.C. ON SHEEP 19 FOR I I MITI. / Y ^� EXISTING HALES O h E l E GLASS-7 I f �' -I• OL".R WALL.-FlNISH+I \1 III -I IIOPT10NA11 1i � u •'/ I. �':� EXISTING MIN. I _ --� FlNISH I WOOD 'I �R ( _-_ LJ �- IXISRNG MIN. ` •' -©� I HEADER REQUIRED 1 O I -2'x4'WOOD - �--� 1TAP EXISTING I HEADER REQUIRED 1 1 �' ( THRE D1111.TECHNOLOGY 7ON W/ ADVANCED GLASS-I TO G_S SEE I I I -O '',I I LL NinR PENETRATIONOF THREADED AREA ID I B 1 �';:y: �-SO&DIAE ON(44L7 1 I MIN.SEPARATION TO CLASS I / 1'I EXISTING WOOD HEADER. I 17� 19 19 FOR EXISTING (SEE SCHEDULE ON SHEET 11)- I t ' i'1� II I�� (SEE SCHEDULE ON SHEET 15) HAOESO&Q� 1 p .,",'•,.\•��2'x4'CONT.SILL ��'- - PLATE REO'D. (�N HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION OM HV WALL HEADER INSTALLATION T EXISTING - - I MIN.SEPARATION TO GLASS I I MIN.SEPARATION TO GLASS t -,J Gll55--IT �r EXISTING (�-(SEE SCHEDULE ON SHEET 11)-i -O (SEE SCHEDULE ON SHEET 11)- x MIN.SEPARATION Tp GLASS 1 I O /I IXGL I I WOOD CON MIN. Gl!'S5�i I : GLA55-� I �° WOOD PLATE((SEE SCHEDULE ON SHEET 11)REO'D.-- -' I I 1/4'I-20x3/4-S.S. ' I Y1 " 1 L _ a I MACHINE SCREWS I �_`/ .•.'...r ,.;.�1/CHINE CRE"S.S. I II USING 1/4"-20 NUTS MACHINE SCREWS W/ 0 I O.C. FIN SH I \ \ / I O C'-20 NUTS 012'- t •I I I T -� �' � / L','/OR 1S ` 7.R 1 1 WOOD PLATE r% ( 1 LEa=£0 It�__ E0=-EO- I/ REO'D. f ICON GR TAPCON WRH ADVANCED THR-eADFORM TECHNOLOGY W/ 1 1/2" 1� 2'x4'CONT. `_ Min.PENETRATION OF THREADED AREA TO 1/4"0 TAPCON OR TAPCON WTIN ADVANCED ` - _ / -SILL PLATE EXISTING w00D HEADER _ 1 4'0 TAPCON OR (SEE SCHEDULE ON SHEET 15) I/ THREADFORM TECHNOLOGY W/ 1/2' I\1 1 1 1 T TAPCON WITH ADVANCED I--SSEEE SHEET 4 FOR TYPICAL ``1 S1` , l 1 Min. PENETRATION OF THREADED AREA INTO PLYWOOD THREAD FORM TECHNOLOGY SHUTTER ASSEMBLY. �L'._LJ�S y L 111iLL� I, ` I/2"MIN.CD 1��' -WALL FINISH (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2"" pLYWOOD REO•D. W/ 1/2"Min.PENETRATION OF 2-MOUN7ING SECTIONS CAN BE til STUDS P 16'O.C.MAX._ THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO L1/ST MIN.COX PLYWOOD REO'D. REp'D.PLYWOOD i0 BE WALL FlNIS (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®NV WALL SILL INSTALLATION `EXISTING MIN.2'x4'STUDS® 16'O.C. MAX.REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF TFIE F.B.C. SECTION 2308 OF THE &HV WALL SILL INSTALLATION ♦SEE ATOMS OF USE OF ©HV WALL SILL INSTALLATION F.B.C. BLADE to ON SHEET 10 ®zozo nLTEco,INC. FLORIDA BUILDING CODE(Non 02 HI Ve0 EASTERN locity suHurricane Zone FPS ) BERTHA HVTM S '' ��' CC ��5��■ Accordion Shutter System IL GCOINc. No.441 Hv. #t w/aR w/o H.V.N7NDCAN BLADE * *' TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems REVS t7 DESCFIPTION DATE DRAWN BY: MY o'• STATE 0 �� S333 N.N.J th.SL•SW.305,VIRGMA GORDENS.FLOWM 331 Association, Inc. , OLD 17_1077/2/202C DATE: 7/2/2020 p'• �� Phan.:(305)871-1530.Fax i(305)871-1531 4268 Westroads Drive z �c FLORID •'�� a-m il:tllteco0cal-m West Palm Beach, FL 33407 3 DRAWING No FS•.•......• '`�7 ram` WALTER AOnWT1 Jr.P.E. 4 20-1 64 'zjpyS;ONIALI `` SEAL/SIGNATURE/DATE FLORIDA U.g 44167 3 SHEET 6 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (n HV & HV♦ BLADES (AS APPLICABLE MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY -WALL nNISH SHALL BE LIMITED T 05.0 sf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 9 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE I & A WORKING IN UNISON / \ 1/4'm TAPCON OR �EO EO-- -2'MIN- I •.� TAPCON WITH ADVANCED 4'x8'(Min.)EXISTING W/1 1/2' TECHNOLOGY WOOD BEAM REQUIRED. / rEDGE(IF APPLICABLE) STRUCTURAL ADEQUACY- _ W/1 1/2'Min.PENETRATION 1 4'm-20x3 4"S.S. � ,,+^'—'-+ -' OF THREADED AREA TO / / OF EXISTING WOOD BEAM /' X / f N EXWWG WOOD HEADER. 1� PHIWPS TRUSS HEAD TO BE CERTIFIED BY --- Min. MACHINE SCREWS REGISTERED ENGINEER OR/ i� / L' --EXISTING WOOD (SEE SCHEDULE ON SHEE7 1S) - W/ 1/4'_20 NUTS ARCHITECT PRIOR TO EO--f—EO �'• - TRUSSES OR 19EO-�EQ-• - 0 12'O.C. SHUTTER INSTALLATION. , � ' 1/Y 12• RAFTER®I O.C.REQUIRED 1 4'm TAPCON OR. TAPCON WITH ADVANCED -------.257" THREADFORM TECHNOLOGY fDUSTING SOFFIT / 3/4'Nox.THK. /N \ 1Mox. OF THREADED AREA TO TION EQ1 E � $14x3/4' EQ 'EQ _ 1'x4k1/8"CONT.ALUM.TUBE ,� I OPTIONAL "� EXISTING WOOD HEADER. r / S.®65 O.C. n•' 8063-T6 ALLOY)W/ - I (SEE SCHEDULE ON SHEET 15) I EACH 1R6*0 LAG SCREWS AFTER OR TRUSS.TO -01 or 1©or 15 I J 11 or 13 or 15 EXISrING MIN 2'x4" ----� I I I IL MMIDWIDTHEMBER,LOCATE OF EXISTING WOOD EXISTING—II HEADER REO'D I OFEN HOLE AT EACH-/ GLA55 _ MIN.SCHEDULE SEPARATION TO GLASS EXISTING I STUD TO ACCEPT PENETRATION OF Tn. HREADED11 (SEE SCHEDULE ON SHEET 11)— AREA VALID FOR GLASS I �I 11 AT/CENTER OF TUBE. INSTALLATIONS WITH 72psf N21 YPAR410N I MAX.A.S.D.DESIGN LOAD AND SO liV WALL HEADER INSTALLATION 1 ro F.(� N EXISTING I MN�a � 9'-0•MAX.SPAN.THIS s2mAE a sm GLASS— TO aA4(5EE INSTALLATION IS ONLY VAUD I SaTDXAE a s+TEr I 11H�9ffi�18 wt QDR �• tl TON MADE OR FOR WOOD 10. MIN.SPECIFIC NOTIES: a�m g® W S4Ef 19 FOR CRAWTY OF 0.50 AS DOUGUS {— I fiAtf5a8Q� � W nR OR SOUTHERN PINE N.2. 1-SET:SHEET a FOR TYCAN SHUTTER COMBINED a5s13N1LY OHV CEILING INSTALLATION 2-MOUNTING O SUIT A CAN nA COYTmun U}HV CEILING INSTALLATION OR EQUAL IN ANY WAY TO SUR ANY 6,SrAUADON. 1 MIN.SEPARATION TO GLASS I I 10¢A4 ss , TO as a s[E. ��OR I M01. I 1 (SEE SCHEDULE ON SHEET II) 1 EXISTING 111#L tixE pAw SEPARATION EXISTING T GLASS NI HAa6Qte:� I(S TO GLASS SCHEDULE I I 1 ON SHEET I I) B IMOR r I'IWALL- it LDCATIONEXIsrINSc © IIH/ f I ] J/8 uk • #IGx3/4•HIX GLAS I f f f -Yx6"MIN.WOOD -WASHER HEAD TEK SCREWS 0 12"o.c DECK REQUIRED - ;:.� 2"x6"MIN.WOOD C (NO FINISH RI DECK REQUIRED(NO _ ALLOWED) n 1.r FINISH ALLOWED) /T tttttttt 19 LE.T"" I /2.1 1 /EECE __-- EDGE OF DECK• •- OFEDGE OF DECK IF APPLICABLE � E a- --- DECK IF - F APPLICABLE APPLICABLE _��1/4'm TAPCON OR Min. •PHILLIPS TRUSS HEAD 2 y,y' y-�- _ j' -�-ti 2'x4'LONT TAPCON WITH ADVANCED Fr{ACHINE SCREWS Vim{,- 1/4'm TAPCON OR TAPCON WITH ADVANCED / SILL PLAN THREADFORN TECHNOLOGY W/ 1/4'-20 NUTS 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM J I 7HREADFORM TECHNOLOGY W/ 1 1/2'Min. li � W/ 1 1/2'Min.PENETRATION 0 IV O.C. -2-MIN PENETRATION OF THREADED _OF THREADED AREA 70 TECHNOLOGY W/1 OD Min.PENETRATION OF THRESHED AREA TO EXISTING WOOD HEADER(SEE I, I' I '•' EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) SEE LIYRATIONS of USE FOR 0 HV WALK—OVER INSTALLATION HV WALL SILL INSTALLATION BLADE OQN SHEET,9 OW HV FLOOR INSTALLATION i FLORIDA BUILDING CODE Non High 'Velocity Hurricane Zone 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. EN A, BERTHA HVTM _ J �T:iLA.S.&A. y>Q ENs '.�'= E C O H�. Accordion Shutter System No.441 7C' r American Shutter S stems H.V. BLADE#1 W/OR W/o H.V.WNDOW BLADE TILLIT TESTING & ENGINEERING COMPANY y Ev.No DESCRIPTION DAIS DRAWN BY: UP -o'• �� 6355 N.W.361R St,Ste.305,YIRBIN4 f: MS.FLOFLORIDA3316 Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2 2020 STATE 0 9 Phone:(305)1171-1530.Fox:(3D5)871-1531 4268 Westroods Drive 2 �'a,0c' FLORID ,\•��ta�� GLIL°c67 ael•c°m West Palm Beach, FL 33407 3 DRAWING No -000 `� WALTER A TILLR Jr.P.E. 4 20-1 64 ONAL R1��\SEAL/SIGNATURE/DATE FLORIDA LIc.y aa167 6 SHEET OF 20 Illllll 1111 e END INSTALLATIONS n HV BLADE OR tlRA WINDOW BLADE INTO 2"x43' MIN. WOOD STUDS i'A4'Uft WOOD I I RED,.. 2.4'UN.WIDOI) 2•X4' % 7 STLIDS REQ*D. ,STUDS.— AIPI"114 OR o 5' 1, 7 7 7 77. rw "I III.. _�D STUDS. INTO S W/UK TUDS OR (AS�CAEILE) EXISTING CLASS F- 00' am— No r"M SwDS DST. .—EGM..MASS Ece Ex� LASS GLASS LUL 1/2'MDL COX WAFtATICHro� PLYWOOU� —1,12'MIN.COX so�ON COX—, I.CE. 1/161 11 FOR LIKED" ON SKET 19 OR�I." V1 /2'1=. QCE,D&8 11 K)R BIADE ME, 1 11 FOR�(DAUD PUN.CLOSER on SHEET 19 FOR ON�19 FQi NN or 2'MIN. �M(LOCATE 1/2' nUS" AT ONER g 12 "nWALL -—".2' 111C.Iff SA& W PlOxI/2*&M.S. 0kO16 QC I) C4 J I-04( _AT to f SEE DETAIL X FOIL/ (Ar"OR 69" _) SIDE CON.ECTON I/ I I OR SEE DEIAL X FOR To TRACXS SEE OETAL X FOR SIVE CONXECROw SIDE C�N TO TRADIS .0 TO TRACKS @ @.07 END CONNECTION DETAIL(2) END CONNECTION DETAIL(A) END CONNECTION DETAIL* END CONNECTION DETAIL Rzaum ox,..9Ahs.—TER THAN 2*-' LASS 2'W VOOD /.,.I— — — __/2_ RED• /,vr .. 1/4-0 WCON SYS �.c GLASS 'D�DGU Ir D.C. V/,V'='\ \ METRU'ON 0 12'O.C. L e __ - I , \ I _77 \ SEE LIMITATIONS OF USE FOR uN ZRAROICN \\1\I\ ,\ / / / / X/77/:, BLADE DA ON SHEET 19 To CLASS(SEE r SO4DAE ON -&, I I TOR RACE CIDAMO fl r(5D Sw V MR 1/2 > V @)-@)GR@CR M N. N L L I OI C CA— A 0o:&C7-jg Wev / ,_ . VIEWtw PLAN DETAIL END CONNECTION DETAIL END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone,' 02020 TILTECO.INC. @2020 EASTERN METAL SUPPLY,INC. 0 N BERTHA HVTM Accordion Shutter System No,4416 7 f7i LTEc�omc, A.S.S.A. RV. a"#1 W1 OR W/O KV.WINDOW BLADE Shutter Systems 3EV.Nc DESCRUFnDN DATE DRAWN 13Y. UP T`ILLIT TESTING & ENGINEERING COMPANY STATE OF SM N.W.35M St,Se,3175,VIRGINIA CAROEN5.FLORIDA 3316 Association, Inc. I OLD'I 7-107 7/2/202C DATE: 7/2/2020 Phone:(305)8711-1530.Fax:(305)871-'1531 4268 WestroadS i9rive 2 West Palm Beach, FL 33407 -DRAWING No CA-0006719 IV A L Al A.WAVER TQ.UT J.P.E. F4 , 20-164 P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.j 44167 5 SHEET 18 OF 20 � ACCORDION RHIMER P=M WORKING IN p�p �TA�� )_ Ir •��I L�(RA770NS AND CONDn1ONc OF Lice FOR BFRTTIe A G —®�•® I 'y Y Y ( Uv f 1.MAX A.S.D.DESIGN PRESSURE RATING:+110,- 110 pa.1. 2 MAX.SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A D.G&H ON SHEETS e,7;AS WELL AS TMOUMINCS M.O,T.U&WON SHEETS 16®&17. i ONLY C EE TERMD IN ATES 21 Q BOR OPPOSINGRI�IIT.IM F OPPOSING �- 2�4 OR� ALLOWED CAYpMUTR,A��jjf`L MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF Ow®Qf CENTERWTE. 16 a,�2U �._ 'i` �' S.(A)HV WINDOW MADE B SHALL ONLY SPACINGS S A MAXIMUM SHEET B OPENINGS TYP.EA.END • ' ♦ � ♦ 1 / � '� .,'�, (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. L-_ (B)MIN.CLEARANCE FRO�TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1Q MAX.5 WLNDOWS • s • • s r+1 OF ANf J'0 HOLE FOR SW.Ii BE tY. ALLOWED AT HV °vf lV/ WINDOW BLADE®wt (C)FIRST OR LW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HJ S WINDOW BLADE 1 agI 4V/ THROUGHOUT SHUTTER'SWIDTH. HV WINDOW BLADE tO MUST BE USED ALTERNATE TO A SOLID HV BVQI DE H 0 e WIDTH. • I ♦ ♦ pi TES=HALL ALWAYS FTHEM. BE INSTALLED ADJACENT TO A SOUR ETV .i ��X BLADE 1 AT EITTIER SIDE OF THEM. T ; 1 (F)POLYUT�ONATE HV WINDOW®SHALL BE INSTALLED SO 1}�j TABS FACE SEE END ON INTERIOR OF THE OPENING BUNG PROTECTED.NV WINDOW ILL$MUST BE SA CONNECTION _ • ♦ ♦ • • ♦ 1) � ONLY tNSTA1I cn AND LOCKED USING A kHV SlTl1N0 TOOL PROVIDED FIY PSSA DETAILS ON SHLP751/ M; INC. TD FULL HEIGHT. TTGHT.. �) d &isR S.SEE ANCHOR SPACING SCHEDULE FOR INSTALATIONS INTO WOOD FRAME — ? I !91 BUILDINGS ON SHEET 15.AS UNITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). z Pryp 1 C♦ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED N1 ul .E CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE).4 B.MINIMUM SEPARATION 10 GLASS SCHEDULE.PER ASTM E-1995: � (SEE PLAN FOR REQUIREMENTS) D 'H u�?-TYP TOP&BOTTOM W (.-1 -g-CR )6 WIND 20NE MINIMUM SEPARATION TO cVA ^_---UNLIMITED WID 1 THRU J I. us.SEPARATION TO GLASS ELEVATION S�SCHEDULE ON SEET 11 FOR BADE(D 4 B•zs' -----p(ISTING GLASS __ !19 ON THIS SHEET FOR®ADES O& ------- rJ J /(i G 1m6fJ'' �24 2Q TYP. SYM TRICAL CENEERMATES 2O 2�j� Z` W/(2Q OR AND onz�2� I W/0 ( NOTE 4 ABOVE) PLAN \\ �/ TYPICAL (1-) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A SHUTTER* --- N.T.S. FIARIDA BUILDWG CODE(Non High Velocity Hurricane Zone 02020 EASTERN MEM SUPPLY,INC. `,,Ty11�f 1 1 JJI,♦' ®2020 TILTECO,INC. ;��\�E..,.: t�l A BERTHA HVTM �' �10EN ✓9 Accordion Shutter System ` No.441 7 c' '' /71LrEC O i m e. ■ ■ ■ ■ KV. RARE#1 W/OR W/O RV,r�NDOW anDE * * - American Shutter Systems EV.N DESCRIPTION w7E DRAWN By. MP TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 635J N.W.]BN.SL.Sts]O5,NRGRM GARIENS, FLORIDA 3]1a STATED + 4268 Westroads Drive 2 fl'•, F Ph-e:(305)B71-1530.Fex:(305)871-1531 DRAWING No �F 10RI0 �� a ^°G �19L�°" West Polm Beach, FL 33407 ; 2Q-164 �i, ss'••.....• Cj WALTER A TRLIT Jr.P.E. ''♦♦,,f�NAL .A�` FLORIDA U..B 44167 5 SHEET 1111111111111 P��. SEAL/SIGNATURE/DATE 6 19 OF 20 AN 1 1/2--0.035-THICK INSTALLATIONS W/ HV BLADE & HV CENTERMATES -12.000"Max. Min.ASIM A-653 GRADE 40 M 083- ETALNTO METAL STUD WALLS Min.0-60 CALV.STEEL XU M STUDS AT 16'O.C.D.C. ---------- 1/2 5" IZ4"o- NOMINAL 12 GENERAL UMI OF USE ONS AND CONDITIONS L ALUMINUM SLEEVE Li 3/4'.6 1/4'.0.035'THICK MI..ILO ri 43 FOR...BERTHA W BLADE ACCORDION SHUTTER 6063-T5 ALLOY CONT.GALV.STEEL TRACK CHANNE a 6" IN s -SYSTEM INSTALLATION TO METAL STUD WALLS AM A-65 SEPARATION TO CLASS S 3.000 MVAWED3F=M40TCNi;iUDS6O SCHEDULE W/(2)#6.1/2-TEX SCREWS ON STING FINISH 1. MAX. A S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) Max. INTERIOR&EKTEMDR FACE /Z APPLICABLE 2. MAX. SHUTTER SPAN: 84' MINIMUM WIND ZONE j I MIN SEPARATION 3. ALI-OWED SW E-1996 SEPARATION g LENGTH + I" EXISTING GLASS-1 �O GLASS MOUNTING:(9 ON THIS SHEET. TO GLASS (SEE SCHEDULE) 4E 4. ONLY�OENTERMATE V21 (B HV LOCK ARE ALLOWED 1 THRU 3 1. 1/4"0-20X.3" BOLT WITH 21 ARRANGED A SYMMETRICAL LAYOUT. MUST PENETRATE e 1 USE OF (2)n35 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4. 3/4'x 6 1/4'X 0.035"THICK Min.i EXISTING FINISH INCLUDED AT-EXTERiOR OR INTERIOR ACCESS SIDE OF 1 373" 4 CHANNEL f AbTM A-6W GRADE 40 AS APPLICABLE CENTERMATE. _�-050' CONT.GALV.STEEL TRACK GALVANIZED FASTENED TO STU W/(2) 1/2-TEX SCREWS ON YNTERIOR&EX713aOR FACE p6-O:C. 1/4-0-20 THREADS - LA BLADE SLACK DETAIL HVF IS ALSO VALID FORI 1/2- CENTERMATE@APPUCATION WITH BLADE 1,�4"O Rg"ONSTRILIC110H PRODUCTS BELO HD 41 �6-.1 1/2. 2 :�� AR; 'O-o""me .. .in..A-6,13 GRADE :q.. ® 6' O.C. Mi..G-60 GALV.SMOMPONENTS MEDAL STUDS AT 15,O.C.. WALL HEADER SILL INSTALLATION @ EXISTING FINISH AS APPLICABLE SCALE:3/8'= 1' (TYP.TOP&BOTTOM) I 3/47x 6-1/4-x 0.035-THICK Min. EXISTIN CLASS ALV -z—---————C-7: CONT Q%V STEEL TRACK CHANNEL. ASTM'A-S GRADE 40 Min.G-60 -Y W/(2)#60/2'TE(SCREWS ON :--.z; SYMME R CAL SyM'M"E'TWY',dA 'MIN h C SEPARATION INTEMOR EXTERIOR FACE -rCENTERMATES W/ .0 GLASS : 2 T;-CENTERMATES W1 .'-.EXTERIOR ACCESS SIDE % 5.EE SCHEDULE)�:.Max., ::.INTERIOR ACCESS SIOE.:.". ——-—-------------- —------------ _6' 1111 1 1 4 --—------- ---——--------------- ------- -—-—----—-- —--—-—-—-——- <1 21 1- 21 L U) FU AT LL ---- ----------- HV HEADER/SELL ENDS /4"(Typ.)— SIDE CONNECTION TO TRACK 40 1�� 1 '6 1/2"(Typ.)— (6'Min.) VIEW Y (Cont.) 7- 6 1/2"MAX.SLAG B_VA BY13 BLADE SLACK DETAIL HVF PVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 1144, 02020 TILTECO,INC. 02020 EASTERN mETAL,suppLy.INC. LLLVVV BERTHA HVTM Eh 11 ig. I L E C O��..c Accordion Shutter System No. A.&SAIIIIII 44 6 KV.BLADE#1 W/OR W/O KV.WMW BLADE American Shutter Systems REv.N, DESCRIPTION DATE DRAWN BY. MP TILLIT TESTING & ENGINEERING COMPANY STATE F 6353 N.W.361h.V.,St,.305.VIRCDnA GARDViS,FLORIDA 3316[ Association, Inc. I OLD 17-107_7/2/202C DATE: 7/2/2020 Phone 4268 Westroads Drive(305)871-1530.Fax:(305)871-1531 2 OR .R:silk-C-Lea. West Palm Beach, FL 33407 3 DRAWING N CA-0006719 111;1,L9 8/0NA WALTER A.TILLIT Jn P.E. 4 20-164 L/SIGNATURE/DATE FLORIDA U..111 44167 5 SHEET 6 20 OF 20