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HomeMy WebLinkAboutProduct Approvals Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_4t.aspx?param=wGEVX. f' BCIS Home Log In j User Registration li Hot Topics i Submit Surcharge I Stats&Facts Publications j Contact Us SCIS Site Map •Links f Search bFlorida 4 Product Approval N COPY d, pr f � ,�Ti USER:Public User Product Approval Menu>Product or Application Search>Application List>Appliotion Detail - k� FL# FL389-R10 d Application Type Revision Code Version 2020 Application Status Approved CODE C MPLIA E Comments STa L E C TY Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley lrodriguez@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, Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By John Henry Kampmann Jr. Validation Checklist- Hardcopy Received Certificate of Independence FL389 R10 COI COI ASSA_BLADE1 .pdf FL389_R10 COI COI ASSA_BLADEI 2.odf FL389 R10 COI COI ASSA BLADE3.Ddf 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 1 of 2 1/21/2022, 8:37 PTv Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_4i.aspx?param=WGEVX.. s 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 FL389_R10 II DRWING ASSA BLADE3.pdf, Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Flori a,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level"D".Max span is 12'-3"for 40 psf FL389_R10 AE PER ASSA BLADE3.pdf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for +64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accor ' Ma - 1 Extruded aluminum interlocking blades retain ed by tracks(top Only-(Non-HVH - Drwg 20-164 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10 II DRWING ASSA BLADEI.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Flori a,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max.Span is 16'-0"for 30 p.s.f FL389_R10_AE_PER ASSA BLADE1.pdf negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HV1 blade,8'-0"for+64,-72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A working in unison.See sheets 7, it and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retain d by tracks(top COMBO-(Non-HVHZ)- Drwg 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_RlO II DRW ASSA_BLADE1 2.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Flork a,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389_RIO AE_PER_ASSA BLADE1_2.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively Bads Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Mind statemeJ3 Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Secti n 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the Ikensee.However email addresses are public record.If you do not wish to supply a personal addr s,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,ES.,please click here. Product Approval Accepts: "'M M] ® z M Credit Card Safe 2 of 2 j 1/21/2022, 8:37 PIV 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(7Lh EDTRON)DF THE FLORIDA BUILDING CODE.THIS ACCORDION.SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES.IGN WIND JDADI CHAII RF nEMRMINED_AS-PER-SECT10N-482"F-THE-ABOVE-MEMJONED-CODEff•OR-A-BASIC-WIND-SPEEB-REQUIRED-BY-i_HE-dURISDfCTION-WHERE-S.-.. YW1 _ -GE-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 WIND LOADS DETERMINED PER ASIDE 7-16 SHALL BE FIRST REDUCED M A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES C1 & BY MULTIPLYING THEM BY 0.6 IN ORDERTO 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 VERITY 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 bW 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 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(1) #0214.01-03. 00715.01-03,01004-01-05,#1214.01-05,#0317.02-06. #0609.01-10 AND 90210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-I886 AREA 2: HV BLADE(D AND HV WINDOW BLADE (Al 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 9#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2, 3)BASIC PROTECTION ONLY AND# 0725.01-88 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 (9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14z2.75"AND#140.75"RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 kei TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPUOATORS,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 ks1 AND 35.7 ksi FOR END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SHALL TO BE STAINLESS STEEL 3NG OR 316 SECTION SERIES .3 CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 k6i MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.J.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 ka1 MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7,SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE OQ &® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT/)6'779,562 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BYU.S. PATENT 95'458,179 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/CAULX AREA 3. HV WINDOW BLADE (W ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAJN 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 HD LOCKS. AREA 4: HV WINDOW BLADE Q ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.•PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.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. (a) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone; 02020 TILTECO•INC. ©2020 EASTERN METAL SUPPLY,INC. , .......' � � � � BERTHA H'YIM V ��CEN, Accordion Shutter System F z 7TiL E C �,Nc-� . ® . . H.V. &ADE#1 W/OR W/0 H.V.WINDOW BLADE No,44137 American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY 6v.N DESCRIPTION DATE ORAWN.eY: M.P - _ 6355 N.W.36th.St..Ste.305.MRGINW GARDENS,FLURIDA M161 Association, Inc. , OLD 17-107 /2/202 DATE: 7/2/2020 71. STATE F , �� Phone:(305)871-1530.Fax:(305)B71-1531 4268 Westroods Drive 2 DRAWING No m il:liltac°Q°°Lc°m West Palm Beach, FL 33407 -3o/O'• F[.RIL °CA.....TILWJ P.E. 20-164 ,Y CCss•.....,• ,G ` WFLORIDAER A'Uc d 44167 5 �nY /ONAIAh�`SEAL/SIGNATURE/DATE 6 SHEET Of 20 Y.FOR now ITWE VARIES 0.) .375"' 1 _HY_SOLID ■ (�)HV UNIVERSAL FLOATE 05 0' ART QUALIFIED FOR USE W/COVERED �NT # 5458179 QUALIFIED FOR USE W/ HV BLADE@ HV DIRECT MOUNTHV BLADE @ HV WINDOW BLADES 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W1 HV 606,3-T6 ALLOY TEMPER BLADE tAt t . -SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 26 6063-T6 ALLOY A2 TEMPER .373"-1 _­ 6063-T6 ALLOY AND TEMPER 124--l-I 11 08 2.570" L_7 k,"') 42 " 0.0 If --- 0.072" HY ADJ. ADAPTER WAIE 4.436 j 12 .-1.475 2 QUALIFIED FOR USE W1 HV HV WALK—OVER TRACK 0 J BLADE 0 1 00 QUALIFIED FOR USE W/ HV @)by- CK -5 6063-T6 ALLOY AND TEMPER BLADE(1) QUALIFIED FOR USE W/ HV QUALIFIEDFOR W/ HV 6063-T6 ALLOY AITO TEMPER BLADE(DONLY. HV RAINGUARI) JD) 606 -T5 ALLOY AND TEMPER VARIES 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV H. ...... BL M I VARIES 1.936" 6063-T6 ALLOADEY AW) TEMPER o 1.917' & -083- .093" il ml .125 n.g 060 A a, 670'� .993-.. V _.060 1 i0 L 67 1.686' illblf 670* _. 1 .529"3 L§70� % n1l HV CEILING HEADER (j� HV HEADER/SILL3r QMLIFIED FOR USE W/ HV BLADE(I)ONLY, QUALIFIED FOR USE W/ HV BLADE,(�)ONLY HD CEILING H R/SILL 529�___-.--I 6063-T6 ALLOY AND TEMPER QUALIFIED FO Sf W/ HV BLADE HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY. SE IONS FOR VALIDITY QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPER 063-T6 ALLOY AND TEMPER BLADE(D ONLY, 6063-T6 ALLOY AND TEMPER COMPONENT A IS X Y t 2" 2' '0.125" 2- 15-MAX. 1/8- 1/8 3, 0.090" 2' 1 5 MPX 0.192 10.1132 SIDE ANGLE 2.5" 7"MAX.,0.190"iO.1 90• 40_r'l POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADET QUALIFIED FOK USE W1 HV �V ONLY, BLADE 6063-T6 ALLOY AND TEMPER BLADE 2" 5"MAX. 0.139"�0.131- 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER I FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 02020 TILTECO.INC. METAL SUPPLY, INC. BERTMA KVTM Accordion Shutter System /77i7L17_E7co ,N..-\\ A.SI90.Aw KV. MADE#1 W/OR W/O KV.WINDOW BLADE No.4411 7 American Shutter Systems REV.N' DESCRIPTION DATE DRAWN BY: MP TILLIT TESTING & ENGINEERING COMPANY Association,Ste.SOS,I.G..GARDENS.FLORIDA ion I, Inc. OLDD 1 107 /2/202 DATE: 7/2/2020 D1Ph... (305)B71 4268 Westroads Drive STATE 1 .6��•?,j -1530.F..:(305)871-1531 2 --DRAWING No Q­Gil:tMeCOGODIXIM West Palm Beach, FL 33407 0 R ID CA-00 6719 -- 20-164 L9 WALTER A.TIOL Jr.P.E. 4 Ic 11117'/ONAL' FLORIDA Lie.L#44167 SHEET (i,�.%SEAL/SIGNATURE/DATE 6 2 OF 20 929:, -20 DIE 6. r _2.2 1/4'-20.1/. 1/4' I T14RMED wG ENAMEL I A PAINTED THREADED YJ HOUSING ENAMEL 45" 102 T" 1 -.E CAST GO 0 GAKEG 0 mgri d�" ate BRASS CYLINDER &KEYS(CHROME • (CHROME PLATED) -A BRASS CYLINDER 21 g PLATED) HV CENTERMAI-E MY LOCK ® HV EGR LOCK D FOR USE W/ HV BLA I ONLY 0111 Q LIFIE a2 E FOR USE W/ HV 6063-T6 ALLOY A EMPER QUA LED FOR USE W/ HV 13LAOE,'l)& UA ONLY QUALIFIED FOR USE W/ HV bWAFIV'D E(D& (0 LY. BLADEQ& ONLY. 6063-T6 ALLOY AND TEMPER HV CORNER CENTERM61E VIALIFIED FOR USE W/ HV BLADEU1 ONLY 250"O'D 1 518 1- .518.. --i - " .0-j 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 0 MOLDED .92 �21 7; -Z"il SO I r::, 2 079' 1.753" —1 -1 L;360" AFTER RIVETING c? BEFORE RIVETING 1/4"p-20 x 3/4- F S S THUMBSCREW 1/470-20 RIVNUT* , . R. *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FIANCE THIN —T SHEET NUTSERT.PART j 0820.AS MANUFACTURED BY AVOEL CHERRY TEXPORN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL 4,111 PLAN FRONT ELEVATION HV M LE "T" LOCK CENTERMATE _T' HV LOCK HV ALTERNATIVE LOCK LOCKER FOR "T" I-QCK CENTERMAT QUALIFIED FOR USE W/ HV BLADE Q)ONLY H FEMALE QUALIFIED FOR USE QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY BLADE(1)ONLY. QUALIFIED FOR USE W/ HV 13LADEOONLY 6063-T6 ALLOY AND TEMPE�) W/HV BLADE @ONLY. 6063-T6 ALLOY AND TEMPER 1.917" T 1- THUMEITURN 2 CYLINDER OR 063 062. HEY CYLINDER . ._ IZ--q cl ry 0.875'Mir. .405 -12S- HD CENTERMAI"/ 0 C G HD CENTERMATE W/ LOCKING ROD '6 'd 0 QUALIFIED FOR USE W/ HV B�A�E.IPER ,1 & QUALIFIED FOR USE W/ HV BLADEfl.)&IIAI HD CENTERMATE' ALLOYS INSgRT LADg E ER nT 411 606 ALLOY DT A 12'MIN. 6063-T6 AL QUALIFIED FOR USE W/ HV BLADE(j)&0 _7 0 5063-TB ALLOY AND TEMPER THUMBTILIRN --'-CYU11DER 20 S.S. 0 I 7L Mj OR KEY .5 rtj CYUNOER LOCKING RODA -.-I L 1/4'0 HD- LOCK *1-375-0 QUALIFIED FOR USE W/ HV BLADE 6 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063_T6 ALLOY AND TEMPER 6 hy-3/5"0-16 ACETA IQ QUALIFIED FOR USE W/ W BLADE(D& QA INSTALLATION WILL REQUIRE A 6" HOLE THUMBSCREWS D 11 D AT TRACKS FOR PROP EMBEDMENT 01-1 IFIFD FOR IISF W/--- AnEJ1 QUALIFIED FOR USE W/ HV BLADE 10 FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone, 02020 EASTERN METAL SUPPLY, INC. 02020 TILTECO,INC. BERTHA HVTM Accordion Shutter System No.44 67 E H.V. BLADE#1 W1 OR W10 RV.WINDOW MADE Ego . American Shutter Systems DESCRIPTION DATE DRAWN BY. M-P TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I I OLD 17-107 ?882LC DATE- 7/2/2020 STATE F 149'zo S=N.W.36th.SL.Ste.305,VIRGINIA GARDENS,FLORIDA 3716. 4268 Westroods Drive r2 Phone (3D5)871-1530.Fox:(305)871-1531 1 - DRAWING No --il:tilt..C.O.— West Palm Beach, FL 33407 FS CA-006719 _:�::-------- 20-164 WALTER k TILLff Jr.P.F 4 A SHEET w S L/SIGNATURE/DATE FLORIIDA LIc. 44167 T- 3 OF 20 SHUTTER ASSTioiKi SCHEDULE FOR J .3/8- 12"`11�.CL -',%NCE .0625' HV HV '0'S'DE T . ... .. (D41 -C (3- ECGE i 4DO .1Aj EXTERIOR .067v, 66n"— (D HV BLADE 1 il­IV WINDOW-BLADE----.0625- Y HV BLADE 1A BLADE'S -0 OPENIN .11175" iHK KNUCKLE I O"NI-1)"', .0625'�' . I [I 0.0624� @ HV LONG RECESSED NYLON BUSHING v�i.zo (TYP) . i I I I'll 0 0 111.7�0 39 HV SHORT RECESSED NYLON BUSHING FLAT RTIONJ .57-50" OF nERIOR FOR X 2.875'0" J X HV NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES NV WINDOW .4 2 7/8- IN.,0.870"x3/1 6" THICK NYLON WHEEL CLEAR All 03.00 J 1315'0 e3.7500" SEPARATION .0625".-, l625 0.188"0 AISI 302 SERIES S.S. RIVETS BETWEEN —C I' i YI --------- BLADE _t 5 3/4' E0Qj_y_j L I - "'.11— ON C�NTERS .766(� 1 0 L EXTERIOR (9 HV 1 3/4" ACCORDION PIN W1 #8 HEAD _17 -6 HV 2 3/4" ACCORDION PIN W/ #8 HEAD r _11-7- 0 CLEAR L_ B TW _4­ E EEN TYPICAL HV WINDOW BLADE �f TAP 6 AND IS IMPACT RESISTANT HV WINDOW POLYCARBONATE POLYCARBONATE HV WINDOW DETAIL (j)OR or 3 I. I. �EEU OTE FOR NIT 1Y WIN OR -0 AR ATE_jMEAQT RESTS A_--J- — -QQW ED N (L [_�_j_Y�_QN_ -1.5T IREMENTS) BAYER MAKROLON 3103 POLYCARBONATE N RESINS, UV-STABILIZED GRADE OR SABIC 1 12'MIN. WICE _j RI TTbm INNOVATIVE PLASTIC LEXAN 103 RESIN TO II BLADE EDCCz. 'F" ON (SEE NOTE SHEET 19) T OR' 0 S AT EXTERIOR BLADE KNUCKLE FOR 0 (1) HV PIN Q SHALL ALWAYS BE USED AT ALL EXTERIOR (33 POLYCARBONATE SOURCES FOR as BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV OR TI : EXTERIOR tea. wsuLr _CAL mol'STIlm �MDA`D HV (9 BLADE. TYPICAL. SHUTTER ASSEMBLY N.T.S. I NY PIN @ OR TV AT (2) HV PIN (9 MAY BE USED IN LIEU OF (9 AND ONLY AT I, EX RIOR BLADE'S KNUCKLE. 1p EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 00.324", I (SEE NOTE " FOR J1F SFE-1.­WlY ASTM D792 0.043 lb/ia oula lb/id BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. REQUIREMENTS) .1 TENSILE MO-D STRENGTHSTRENGTHAS M —" TIA DWO 9,4 9. 'J. Ty4'n FlEx" STRENGTH AT YIELD ASTM D7912 12.5. 13,Q0 p.,. FLEXU� ODUL� ASTM 0790 340.000 p-1. 345,000 P.J. (.3) HV PIN @ OR @ W1 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 0256 WNG C—Ell— nsuSHEET OOSHONE omsIT/ ASTM 02843 47.2 X 44x WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUI RATE OF B IIING ASTM 0635 C-1 CLASS C-1 CLASS N.T.S. SELF I,NITM ASTM 01029 10Q'r e90-F WAMEMIG'. AS11a 0155 'E'SLE SD BCM mllu,WEA.ER" w.— u302 p.,.i. Ulu p...i. IINILE 5MM MMRE WCAE�". ASTIA GM Ills, WS0 P...I. HV BLADE SOLID & I A HV WINDOW BLADE DETAILS S I N.T.S. FLORDA BUILDING CODE(Non High Velocity Hurricane Zone' (92020 EASTERN METAL SUPPLY, INC. 02020 ITLTECO.INC. BERTHA HVTM ........ ...41", Accordion Shutter System IJY/4" H.V. DLADE#1 W1 OR W/10 KV.//�—rm Ec Iq�. A.S.S.Aw NDOW BLADE American Shutter Systems REVO No DESCRIPTION _DATE -DRAWN BY: M.P No.44 ENGINEERING COMPANY -107 7/2/202C DATE-. 7/2/2020 TILLIT TESTING & Association, Inc. I OLD 17 eZa S�N.W.3et,SI.,Six.305,VRGINIA WD�S,F,0RICA 33IC( Phan, (305)871-153 .Fax:(305)871-Ml 4268 Westroods Drive DRAWING No STATE —mail:tilta­0 01­. West Palm Beach, FL 33407 20-164 D0067 9 4 WALTER".TILLIT J,P.E. FLORIDA U..#44167 5 SHED 6 4 OF 20 NAL"[,,&L/SIGNATURE/DATE ® *NOTES ON HV LOCKS AND CENTERMATES; M s r u •©w .--eNE-F 8K-®-or43�_S _E-USED AT�O.F-SHLF?ER-SPAN-FOR-ANY-SPA OR 12'ABOVE OR BEJ�OW j2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTAL�TIONS�T ANY -- -- --- I ELEVATION. HV LOCK(�or r�MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 1 OR CENTERMATES W/(2) 1/4"0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK-SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. nPTIQ IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV q n 1 I LOCKS OR q9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DOB-Hve I 3 . OPTIONAL CONDITION J2 OMUD ONLY WHEN b"DATORY CONDITION J1 OR UMITED MMIDATORY CONDITION HP',. �/ I . J2 IS USED W/TWO H.V. LOCKSS)a LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY v I ° --�240a 25 a6 oa `O oa® BE USED IF.DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE v f I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION/2:ONE HV LOCK® (8 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK) or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, I j v ATTACHED TO @ CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S. TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. c HDc, Hv� I I I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. J. `• - e I- 5. FIRST ALTERNATE _LL VALID ONLY FOR HV I OCK a IX/SYMMETRIML CENTERMATES OR 2 6,2 f ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND 0 INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT $ iF OF 1/4'0-20x3/4" S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4'0-2Ox3/4'ALUM. x D- Noe-xvo Is RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORf CONDITION 13 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK®or®or® 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®or®or®MAY BE USED AS AN INSIDE OR , q OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2"LONG FLAT 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 I JIB3S' OR(D TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON SHEETS 10& YYY 18 GH FULL HEIT j1 —3s• *NOTES ON HV "T" LOCKS AND CENTERMATES: II'_....----- ..4. OFCRORNERNERMATE 1. SECOND ALTERNATE TO I VALID ONLY FOR HY-r LOC4 kNp CMERMIATES 0 AND CENTEC ONE ALTERNATE HV"T"LOCK Gd MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND Qoa®oR©+Ooa®°R 10 +Q3 a+ I STALLATION AT ANY ELEVATION. AL RNATE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OO �•O �•© - _-' OF LOCK®INCLUDES USING R INFOR®G LOCKER ,AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE 10.15 Da aR I oa CONNECTED TO CENTERMATES AND W/ 1/4"0-20 x 1 1/2" LONG S.S.THREADED BOLT W/7/8"0 x 3/32' WINGNUT OR W/ 1/4"0-20x1" S.S.M.S. INTO A 1/4"0x 5/8' RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. ®+®°"0s+�3 1 s•�5 oaQ+® *NOTES ON HD LOCKS & CENTERMATES: 1.HD LOCK 134 W/ HD CENTERMATES 131 OR(32 W/fxj ; ONE ALTERNATE HD LOCK® MAYBE USED IN LIEU OF TYPICAL I t HV BLADE SHUTTER ELEVATION HV LOCKS(2¢OR 125 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 4 TO®IS W/3 R8 x 3/8'F.H.S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT j AS SHOWN ON SECTIONS HDB-HAND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®5 IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, II III 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. ��,.�•��+' �.'} "w,,, BERTH/ HVTM ���� - 7C7 Accordion Shutter System ��CEN, ® I Ai C. B U �A W H.V. BADE#1 W/OR W/O N.V.WINDOW BLADE No.4431 - TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV,N DESCRIPTION DATE DRAWN BY: MP Association, Inc. , OLD 17-107 /z/zoz DATE: 7/2/2020 �_Pliu 6]55 N.W.]61h.5t.,51".JOS,NRGINW GARDENS,Fl.OPoOA 3316STATED Phone (305)871-1530.Fax:(305)871-1531 4268 Westroods Drive x DRAWING Noe-men:1a,e�om0m.�em West Palrn Beach, FL 33407 3ORID .• CA-0006719 a 20—�64 "� WALTER A,TILLIT Jr.P.E. ��'��.ss/ONgL ��',���EAL/SIGNATURE/DATE FLORID U..9 44167 a SHEET OF 20 " II IIII I ---CONCRETE ANCHORS POURED CONCRETE OR POURED (SEE SCHEDULE ON REQUIREDRETE BLOCK; ..-1/40-20x3/4 S.S. POURED- CONCRETE-�, SHEET 13) _ _ __ CONCRETE ANCHORS I MACHINE SCREWS CONCRETE REQUIRED SEE SCHEDULE ON W/ 14'-20 I REQUIRED,. `• !,_._•__ I % ,��T:t 17 160R 5@(EYSIONC(SEE MOUNNNG®ON SHEET 7) T SHEEP 13) I NUTS O 12'O.C. y' -� .. CONCRETE ANCHORS \/ .'.I � 'I - ._Min. 1 4'0-20x3/4"S.S. '(12,ORD -1 i •_EO.--E0-1... MACHINE SCREWS t ,I I•EQ1 E0- USING 1/4"-20 NUTS 1/2 {-' - '"1 9 ® 12'D.C. F• j" I 1 1 . ;Ijz'J ij Ili I-.250'Max !'� I - ra -..C3) OR 15 I �• --- I —13 15 zsD^ E. .D I, /; % E; .250'Max. 'Max. I ��.'��;••� / III II / I /E.Di ,,� ii ' j ..I E.D.' 1 I L—_ 1 •'! f t�y+ I ! OPTIONAL IIr 'I —OPTIONAL 14N`.SPA MON / I roans(SEE -II�'I w ) l IIlj 1) _ EXISTING --(SEE MIN. SEPARATION TO GLASS ._I I 1 I �I 1, I rj:7 OR 1�♦ — (SEE SCHEDULE ON SHEET I ON SHEET 19`03 '' I i 1j Ij33p - 1) GLASS I 1I.I "l EXISTING I MANS QA I I I � I MIN. SEPARATION TO GLASS - C GLASS—i 1 II I I { (SEE SCHEDULE ON SHEET 11)- + 1 i Il_L EXISTING I I I Gvss-- I I ;j ©HV WALL HEADER INSTALLATION �A HV WALL HEADER INSTALLATION © HV WAI HEADER wsrAU R0A + KEYSTONE MIN SEPARATION TO GLASS ID _ EXISTING I- ._.____ _.__._. f _.._�T._____. 1 ((i j i j i tSEE SCHEDULE ON SHEET 11).. GLASS N>L 4PARATDN I ' 1 I ®♦ I I,I "_r I `1) EXISDNG� III Ny O I TO GLASS(SE I I I I 1 DR I MIN.SEPARATION TO GLASS _1 17 GLASS It I 909D16E ON sm I I —, (SEE SCHEDULE ON SHEET 11)� 11 FOR BLADE mAW' rh I Q SHEET FOR I S E}T EXISTING ET 19 9 FO {�1J1 �. OPTIONAL N / / L,•9 1 GLASS—I / f(Cig7{ I i FF 1 c I E.11* III 1/4•Max. f{no OPTIONAL 1 11. I. / ` _..13 OR 1 5 •t� / I I I I i I I 1 1/ _ H 2 E.D. 1 � ,• � ..1 I I 'I I. I �9) I_EQrI-d0 i^ — OR 1© _ D ,�L.;i ._1/'• 4, I _ I Min. L _I_._. '' .1 H4'0-20x3/4'S.S. 1 -(1210R14 ! J L _ �. l' 1/4'0-20x3/4'S.S.PHLLIPS . II ED- ED_i P ILLIPS TRUSS HEAD CONCRETE ANCHORS I_ _._.TRUSS HEAD MACHINE SCREWS Y MACHINE SCREWS USING II J 17 OR 1 S 1/4'-20 NUTS® 12-O.C. I, (SEE SCHEDULE ON W/ 1/4'-20 NUTS® 12'O.C. C. I... CONCRETE ANCHORS L t' POURED CONCRETE-' SHEEP 13) (SEE SCHEDULE ON SHEET 13) i /: .. Min. OR CONCRETE BLOCK POURED CONCRETE_J _ REQUIRED OR CONCRETE BLOCK '--"�i!—"_-'`- iCONCRETE ANCHORS WALL REQUIRED OD HV WALL SILL INSTALLATION (SEE SCHEDULE ON O HV WALL SILL INSTALLATION POURED CONCRETE._` SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE INSTALLATION I N STA LLATLIJO`'N DETAILS W/ . 1- SEE SHEET 4 FOR TYPICAL SHUTTER 4 E.D.a EDGE DISTANCE. ♦ SEE UMTTATIONS OF USE FOR 1.,1 H 7/ BLADE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) LADE 1A ON SHEET 19 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. - FLORIDA BUILDING CODE Non High Velocity Hurricane one, ©2020 EASTERN METAL SUPPLY,INC. 02020 71LTECO,INC. BERTHA C •emu pp as �o ®E�/HM H W TM �? cEN, ' '� Accordion Shutter System _ �� E 60 ra c. >a ® ® 0 FLV. aADE#1 W/OR W/O RV.NWNDCIN RAX No.441 7 ' - American Shutter Systems EY,H DESCRIPTION DATE DRAWN BY: MY TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17-107 7/2/202 DATE: 7/2/2020 FLORIDA3316 5359 N.W.J:( 5)Sim JOS,VI Fox G(3DEN5.1- 4268 Westroods Drive 2 STATED � Phone:(305)871-i53D.Fax:(305)871-1531 DRAWING No 9'•. e-meD:titemmncl.corn West Palm Beach, FL 33407 3 FCORID (4 CA-0009719 4 20-164 �s''•.,,,,,,• •'GTS� WALTER A nLLR Jr.P.E. 5 SHEET �'AAiVYYS/TONAL �`�SEAL/SIGNATURE/DATE FLORIDII Uc. 44187 6 OF 20 POURED _._ CONCRETE ANCHORS I wrL SFPe w i� �0 I I ' I. - 1 MAN.SEFAR4RDN CONCRETE - (SEE SCHEDULE ON SHEET 13) 10 WSS(SEE ' l DR I ---�j , I ;N•-`� REQUIRED t _I 504DUIE ON SHEEP I EXISTING i ' - �' SE[0 NFDUIE ON I I EDGE OF I tt FOq DAaE I CLASS-- EDGE i ( I SLAB IF J WYto cUMUT4°N � I SKEET I t) i r`l f :"E 0 APPUCABLE EXISTING �1A 1—sE 6CNEAUIE-" I I GLASS- \_ on srcs u) II I I •Ea Y Etl _ _. TERNATE`�/ , - I I E%ISTING ffANCHOR Y' i.V �' • r /� '� LOCATION N i` GLASS` I 'I1 ,-() OR )3 OR 1�5) ' -- i i I "-JT Ox3 4" EX WASHER HEAD I 1 I 3/s'�M1rc TEK SCREWS© 12"O C. EDGE OF n 1-•itTl '� I ry 3/RT MIN. CONCRETE AN ORS 8% _ SLAB IF ©+ 7 - \ -- (SEE SCHEDULE ON SHEET 13) I. Eq �4:. EO I I I� APPLICABLE ISTING I .1 / I / r EDCE OF i GLASS-i t I i I EDGE OF I I •./ I I I i SLAB IF C D I t ' I ( S F / 11 I/l } f 1'�' _ EDGE OF PPPLICABLE i M11 SLPpFnIiW I I APPU OLE -SLAB IF I`ft']jfI C.0 r .U. APPLICABLE I T - J POURED ' SCAroEDJLE I (�T Ii1I r r j C POURED ! _._ -•,E. D.4,� CONCHEIE }�T HEAD CONCRETE ANCHORS -I n IbEi 11LAOE fDA/0 I.hI III; _. - PO IRED _ _ _ _ _I_ _ _,,. ONCRETE.J ' (SEE SCHEDULE ON SHEET tq) ' a+sniT t9 Tat I I w tl;OR CON ETE - 1 _ - _ 1....„. REQUIRED `FLAT HEAD CONCRETE ANCHORS REQUIRED -i,OADIS 0e.a I�I JIL REO IRED '----' C D ---- - '- 'E. D.' (SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION 1 VALID ONLY FOR UP TO +70. -75 PSF A.S.D. HV FLOOR INSTALLATION ( HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER CG) HV CEILING INSTA�TION SCHEDULE �3, SHEEP 11 '----_.. _. ll EXI GLASS ,_.., _. _MIN SEP)RAiIN ux Ind I CONCRETE ANCHORS '1 - iO cuss swanalax _ - II I. "(SEE SC/IEOUHS- 10 Eves I tI .IT --O _ ! (SEE SCHEDULE ON _ _._ I n._.. SHEET 15) 1/4.9 DW OUIL TAPCON W/ ON SHEET DE.t tp EXISTING sN¢T tl) Y F 11 a EXISTING .� I EXISTING _ ADVANDED THREADEORM NPP tlI ♦ GLASS Muv.RT Ht 1 I -, ._-..O GLASS--t _ .(_ I �.. FASFNENS 1AP,ER+ANCHORS.W/ I ../X.I I i -r�- II 1ECIINOLOGf OR 1 4.0 M ERS CLASS t1 -t(stT:samutE on."m.f I 1 u.s txx.To aA•:s I 1 3/4'IAIN.EM3�"Nr O G- o ' MAX. 10saEtwus n+sx¢T t O I I I I .C.FOR UP TO 6'-'SPAN AND ' _ i 113 f I I 4'D.C.FOR SPANS vAGA niw � �-Ih�Y I / O 'III I 1 1 I it I I I` i \ SEALANT AT NOT FASTENER SHEET T I I 1 I III I I{ (TYP.)(SEE NOT tt ON SHEET 117 OR 5 'E. D j110x3 4 HEX I{( TH UMRARONS)' L'-'y 1 3 8" ... 1/2 * - I WASHEF HFAO IE MAX. _TEK SCREWS I DT � CO.T.SEALANT 1 3/B" f t _. yn+ 0 12"D.C. P14x3/4" HEX HEAD TEK SCREWS 24 9"D.C. 3 I I.�.' '--- 14x3/4'S.D.S. I i Ile t l - �/ 1/4'C-200/4'SS MS OR 1 4'0-20 S,S. M S CONCRETE ANCHORS _- / f m ( { L' •.©+ I_. 3- 1 ®9"O.C. I __ _ I I I I ,'• V .../,..:.• USING 1/4'0-20 NUTS W/NUT 0 9"O.C. (SEE SCHEDULE ON �, 1/2.1._._ 1.2r - MO'. �+ SHEET 14) /� "c l EXISTING NON STRUCTURAL __ 1 ll. - _ ( IT�)OR 1 8 1/2"I-I!I 1•- I i 7 R I$ ~� 1 2 00 MIN WALL TRIM(DECORATNE r / ) EDGE OF I �• ','1 E.D. sn_L) ,I �• Ii ---SLAB IF I - ..414x3/4'F.H.S.O.S. ; A11N 1 7/8 ---1 7/8 •+! APPLICABLE`"'"i - (.,' ' 0 9"O.C. _ POURED f.ONCRttE CONCRETE ANCHORS "SEE. NOTE 13(b) N - REQUIRED PO URED CONCRETE-'-' (SEE SCHEDULE ON ON SHEET 1 Y. -SEE NOTE 1J(b) /' ! - -/-�' -�' E.D -•T - OR CONCRETE BLOCK SHEET 14) POUR CONCRETE-- ON SHEET I REQUIRED OR CONCRETE BLOCK OPTIONAL---' POURED REQUIRED At KEYSTONE MOUNTING INSTALLATION CONCRETE--` O HV WALL FLOOR INSTALLATION (LJ Hy WALL WALK—OVER INSTALLATION MAXIMUM AS.O.DESIGN PRESSURE:+64,-72 pal (J IZREQUIRED MAXIIAUM SHUTTER SPAN 8'-0' RAINGUARD INSTALLATION t NO NOTE FDR cOMRINATl4DLOF SECTONS: • E.D. - EDGE DISTANCE t REMOVABLE THIS WREN PON HALL 11 CD 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICA71ONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT SEE UMRATIONS OF USE FOR ASSEMBLY OR ENTRANCE BLADE to ON SHEET 19 INSTALLATION DETAILS W Z C. H Y BLADE 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 11{IIII{I 02020 TILTECO,INC. 0-2020 EASTERN METAL SUPPLY, INC. �C�....... %� BERTHA H1/TM �\3E^1�F'' '��'; _ /Im Eo A Accordion Shutter System No,44167 stems IN H•V. BLADE#1 W/OR W/O H.V.WINDOW BLADE —? —° * ?02 American Shutter S0 TILLIT TESTING & ENGINEERING COMPANY Y EV.N4 DESCRIPTION DATE DRAWN BY: 5355 N.W.36th.St.,Ste.303,VIRGINIA GARDENS.FLORIDA 3311sU Association, Inc. I OLD 17-107 /2/2D2 DAIS: 7/2/2020 STATE FZ Ph°ne:(005)871-1530.F°x:(305)871-1531 4268 Westroods Drive 2 DRAWING No ORI F ' ��.`� e-"'e11:Llltee°®°pl.c°" West PQIm Beach, FL 33407 3 I`/ '+.]I� .w CA-0008719 4 20—1 64 SS L ``Y WFLTEROR11 A TI.# Jr.P,C NAL 'iA" EAL/SIGNATURE/DATE FLDRIUA ue.N a4tr,7 s SHEET 6 7 OF 20 SEE END WALL CONNECTION DETAILS ON SHEETS 10 & 18 SEE NOTES ON LOCKING RODS.HV LOCKS®orQ ( INSTALLATIONS W f (11 HV AND ALTERNATE HV LOCK®ON SHEET 5. Q UT 90' ,� ) I N I EXISTING G1A55 __ ** BLADE W HV CENTERMATES BLADE SLACK DETAIL HVF W H BL FOR L CENTERMATES APPLICATION VF IS V BLADE 1 OR l`Z SEE END WALL CONNECTION-- 10•�«©•Q3 m 1©.©°" _ EXISTING GLASS DETAILS ON SHEETS 10 & 18 ! r , ,/4" --- ------------- ------------------------- — S ANGLE W/(2) I/4.0 TPPCO I O O O O O 7• 6 1/T ._.._..._ _ ]•._. z•az•:1/ekD'-z i, �� 8 « 8 w 9, 3 aR 19+ 5 r' _.---_-._-- (6O63-T6 ALLOY)ALUM. 1/2" OR • - OPPOSING I SYMMETRYCAL ANCHORS TO CONCRETE I • - © ® I CENTERMATES CENTERMATES MIN. SEPARATION !. (TOP/BOTTOM)do �.. #10a3/4"S,M.S. C 12• (4)0100/2'S.M.S.TO TUBE b.C.FULL LENGHT. W HV LOCK_ _or I tAJ�{V TO GLASS AT EACH ANGLE.(IYP) SCHEDULE I� I I* * I - 3 I ON HEET 11) 35- IN I � C _ . Ile ©°^®�©,OOR®oa1o•O3°a `-__4 __ � .' � --t2� °' ® HVB H VA Q as®aa©,O7 (8) I 3 as POURED CONCRETE OR ————— CONCRETE BLOCK WALL O O*© O♦O`v.. - 10+Q Q+� TING LJ55 6 • ] aq 6 aR oR oR©,©°R REQUIRED _ 2 SYMMETRICAL 6 7 1 Oq6 • 7 r a� -- ,(- ;. EXISTING 1 O'© O O GLASS ':O. ©y O O �`* I N MIN.SEPARATION 8 8 OR 9 3 as 19• 5 �EXISTIN CENTERMATES ;(26� r©.®4a�,®°"Q,�7 OR To Goss 5 --——___———-J GLASS '�� 1K (SEE SCHEDULE 1 T �. OR©.® 1. Z, W V LOCK 6 OPTIONAL ON SHEET 11 { * _/ H--'- (INTERIOR) i O`®°ROB©°R 19a®5 ) � MIN. SEPARATION'1 OR ©- .�`-.� OR®,® —� __4CONCRETE, 0 GLASS (SEE SCHEDULE \ I N OPTIONALON SHEET 11) (INTERIOR) �..., OUT IES 1ANCHOR 0 167 0 C. ' I Ox 90' \ ..._. V�l /•T 1i o� (•)•/� OUT 6 1/2"MAX.SLACK ICL 4!! LJ �`J' 1 l (EXTERIOR) HVE HVF** HVD 7 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ``�`71 II III yISUI,,,z 02020 TILTE00,INC. ©20g200 CEASTERN META�Lg SU{PPPLLY. INC. RTHVTm Accordion Shutter System B L E C O H.V. 9.ADE#1 W/OR W/p RV.WINDON BLADE No.44 67 —' American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y Ev.N DESCRIPTION DATE DRAWN 7 M.P 6355 N.W.36N.6L,Sta.303,NRGINIA GARDENS,FLORIDA 3316t Association. Inc. 1 OLD 17-107 T/2/202 DATE: 7/2/2020 o' STATE F /�?02o phone:(305)871-1530.Fox:(305)671-1531 4268 Westroods Drive 2 DRAWING No :gyp . F� P ,.' � c mall:nlLa�o®aol.rom West Palm Beach, FL 33407 3 �,. CA_0006710 20-164 '•••• WALTER A TILLIT J,P.E. 4 FLORIDA Uc.#44167 6 SHEET '��2TruLIIIL EAL/SIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION WZHV "T" LOCK Lp HV MALE/FEMALE "T" LOCKS CENTERMATES 46)cr9 & OCKERS H BLADE -- SEE ENO CONNECTION DETAILS ON SEETS 10 �a INSTALLATION (1) HV BLADE OUT So. I IN Y��oGmnc cuss BLADE 0SLACK DETAIL HVF.INDICATED ON SHOT B. W/ HD CENTERMATES �5�1 w®wO O b O ®w AS WELL AS UTHIS SHE FLOATING USE WITH THIS HADTERN . 1 6 7 w B oc 1 INDICATED ON THIS SHEEP.MAY BE USED SHE THIS ALTERN41 I `10•®w©• 3�w©•®w Nsa UTIOH DETAIL Hvc sIOWN IN HIS SHEET. WALL N DETAILS ON SHEETS 10 111 Is I 212•N1/640'-2 �i-� I O�©w O•®w � L(EAfiN 0w 6/](o-YTT1)s6 1TA/o1a10e'�:T+AcIA PRLcUEoNN..I •5-'-. I �r;';.1/-.1.yI/-6-_-•im"lI FULL wI��VVV7"''•® Q -_ * I -I - (35)-*'I- ` NG TE OP_ONAL) '____4�-_ _� I-,O P nI ON U / (OP/BO L---------------- -____-___-_____-_-__ - _----__ �__.. _\_ II -_.... - (4)B1O1MS. 00 .,p1o.3/4•s.u.s. _-__- TM IN EACH C Lo .AT LE.(IYP) 4H`. 1 H(V. HV T PNSP) 1 - T 7 .• PINS(TV.) LOCK (INSIDE) N a6ln¢a 5 0'MT Al"10 iT41 - - - -O N I I OUT 31 oR�32) 4* 1'3* i 31 oR 32 31 oni321'~I. {3� Oi oR 32 3 2 1/4" 0-20 x 1 I/2" S.S.M.S. 5).. (DPWNALL) *SEE NOTE 6 FOR HV LOCK 3� W/ 7/8"0 x 3/32" WINGNUT. (ovnom4o HOB-HVB OUT DC- C T LOCK,ON sHtr s. SYMMETRICAL HD CENTERMATES SYMMETRICAL-ID CENTERMATES 30 HV "T" LOCK (OUTSIDE)' 26 �* O yJyL3 . L CK (DXT_RIOR 1VJ- d' LO K_(IIJLE@iOR) •I'SERIES 9444 ALUMINUM (2024-73 ALLOY)LARGE FLANGE THIN ©w®w©.O7 w®N1D•©ev SHEET NUTSERT,PART/0820, -1 O•®w©•�3 w®•®w AS MANUFACTURED Be AVOEL CHERRY ' TEXTORN,PARSPPENY,NEW JERSEY ©•Q•©°"©•O7 •®nN 07054 OR EQUAL ' 3 \ —_ 1O 4 SEE Holm ON LOOKING RODS®&ND®IDLT6 ON SHEET 5 --L) UNAERYL 1LQATNG BLADE®0 HDo-Hm IS --— '1 MO FOR Au¢NTIxMATFs uwGMtx5 WITH ovnE O HDD-HVDRs —I{ FLOATING STACK FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone' o202O TILTECO,INC. C 2020 EASIERN mu&SUPPLY,, INC. BERTHA H V TM Accordion Shutter System m ® ■ ■ H.V. BLADE#1 W/OR W/O H.V.WINDOW BLADE _ No.441 7 American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: M.P • y '�• /1!1 TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 *: n �� ✓f/ &SSS N.W.36tn.St..St..X5.VIRGINIA GARDENS.FLORIDA 33181 ' Phone (305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 's o'•• STATE DRAWING No -mDR;UnecoODDl.coln West Palm Beach, FL 33407 s FC0R4 � •� a CA-0006719 4 20-1 64 �//CF. ` WALTER A.TILLM J,P.E. L1�`�SEAL/SIGNATURE/DATE FLORIDA Le.I 44167 6 5HE 9 20 POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR PO OR CONCRETE OR CONCRETE CON OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED —EXISTING CLASS EXISTING GLASS ' 2'MIN.-` CONCRETE ANCHOR'- STI G GLASS EXISTING GLASS 0 16"O.C. � -/- MIN.SEPARATION r7 I — --) 2" -- 1 7, f TO GLASS(SEE MIN SEPARATION SCHEDULE ON SHEET MIN.SEPARATION IF I MM SEPARATION TO GLASS(SEE ED EQ TO'GLASS(SEE 11 FOR MADE(DAND To MASS(SEE SCHMUR UE ON SHEET SCHEDULE ON SKEET 1/1 15"x2l"MAX.- ON SHEET 19 FOR SCHEDULE ON SHEET 11 FOR BLADE OAND (6063-T6)CONT. BLADES Q)&a 11 FO BLADE FOR BLADE OAND ON SHEET 19 FOR ALUM.CLOSER ON SHEET 19 FOR 1/2' ON SHEET 19 FOR (LOCATE AT /2' BLADES(D&(9) EITHER SIDE BLADES(1)&(9 PLATE. (LOCAT-E 1/2' T AT EITHER SIDE MINJ­ np\ BLADES 1)1,0 -A USE I'OR 2' CFO) OF(D) MAX. Ij#10x1/2"S.M.S. (AS APPLJCABLE)x2"x _2" ALUMINUM CLIP ANGLE I/8"xO' #104/2" a 16"O.C. (6063-T6 ALLOY)AT MOHEIG 0 16 O.C. J HT Cl) #I Ox 1/2"S.M.S.TO(3)& R-i (2)1/4"0 TAPCONS ANCHORS TO f - 111L AT I D.C.(LOCATE AT SEE DETAIL X FO (1)OR EITHER SIDE OF®) 0 R SIDE CONNECTION (1)OR SEE DETAIL X FOR d)OR TO TRACKS SIDE CONNECTION SEE DETAIL X FOR TO TRACKS SIDE CONNECTION L, TO TRACKS &0•@_(D-0_@_ 0.0-@_&(D_@_ END CONNECTION DETAI (J) END CONNECTION DETAI END CONNECTION DETAIL END CONNECTION DEIAIL(A) 4-REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR CONCRETE O C N REVE BLOCK WALL EXISTING cEXISTING GLASS REQUIRED GLASS MIN.SEPARATION iy1 MC SC GLASS(SEE 0 16 MN.SEPARATION -—-—-- (00R(�)OR@OR LE ON SHEET TO GLASS(SEE 11 MADE(DAND CONCRETE 1/2"MIN. SCHEDULE ON SHEET ---------- --------- ON SET 19 FOR j ANCHOR 0 - —-<* — 11 FOR BLADE(DAND OR@OR(90R(a CONCR 12"O.C. ON SHEET 19 FOR ," @ BLADES(D&G) ------- ANCH OR@ 0 6. 112"MIN. 55 ED 6 OR OR(DOR MIN. 2' MIN./ SEE S OF USE -I, LADE ON SHEET 19 0 OR@OR(qOR(j3OR@ VIEW ♦ (D OR 13 PLAN QUAIL POURED CONCRETE OR CONCRETE BLOCK WALL END INSTALLATION REQUIRED (f) HV BLADE OR M HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL @'@-@-@-@-@-@'8ENQ CONNECTION DETAIL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02020 TILTECO.INC. ox%t @ 2020 EASTERN METAL SUPPLY,INC. z� ... BERTHA HVIM Se Accordion Shutter System No.44167(23 ® sacA,S.S,An H.V. RAM#1 W/OR W/o KV.WINDOW RAM American Shutter Systems ?EVM N� DESCRIPTION DATE DRAWN BY: M. TILLJT TESTING & ENGINEERING COMPANY -P Association, Inc. I OLD 17-107 7/2/202C DATE: 7/2/2020 AT F 6355 N.W.36 ,55. STATE 3th.�,Ste.305,VIIW WA WDENS.FLORIDA 33M Phan. (305e)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No 'ZORI .... .... . CA-.008719 West Palm Beach, FL 33407 3 20—164 \,A, TILL WALTER A.TI IT Jr.P.E. 4 /7j71 ONAI L FLORIDA . #441 67 5 SHEET fillj,,p 6�t SFAL/SIGNATURE/DATE 10 OF 20 5QHE.fD_VLE_#1 SC EDU L12 SCHEDULE N3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* '1+" MAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR '•L-" (ft.) FOR OR "L-" (ft.) INSTALLATIONS 1NSMLLAllON LEGEND __N9M; CENTERMATES.® & ® or or INSTALLATIONS W/- I CONCRETE & - - ---W --ONEH.V. LOG - or-- or or-- & __ 1 L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK . or® or® 11 & W/ ONE-HV LOCKS - - -- POSITIVE-A.S.D.-D SIG PRESSURE RATAN . 19 OR W NO LOCKING WALL A, 8, C, D, E, M, N, 0, P, 0, L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES ®&®W/ ONE HV 'T" W/ NO LOCKING RODS ) / A.S.D. DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS ® TOP & - (SEE NOTES t,tt) 20DS "MOUNTING F. K & L R. S, & V. (VALID FOR MOUNTING Il BOTTOM SEE NOTES ,ff SHEET 7) FLOOR/CEILING (GN (2) PROCEDURE T( DETERMINE MAXIMUM SPAN FOR /� CONCRETE a WOOD / I, 11, J T, U, W & X WAIL MOUNTINGSTOP/BDTTOM) OR FLOOR/CEILING: &WOOD INSTALLATIONS V CONCRETE MOUNTING & M a MA IoGSICN as.D�`'mum N I S t O s as.DD.. SI[N INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING PREssURE DETERMINE MAXIMUM SPAN `L+`FROM SCHEDULE. RATING MOUNTING MMa h RAYING FLOOR/CEIUNG MOUNTING (o•:F.) (P.0.) FLOOR/CEIUNG MOUNTING (P-1.) OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (+OR-) -_-_._-�..... _.__. ... .__.._.__._ I.DR-) _____._.___...__.._ (+OR-) _,ROOR/WnLL_MOUNTING_. DETERMINE MAXIMUM SPAN 'L--"FROM SCHEDULE. L+ (6) L-(R) L t (R) L-(ft) L+ (RJ L-(6) L+ (R) L-(IQ 0 MAXIMUM SHUTTER SPAN "L+"OR 1-` FOR 30 OR LES I6'-0" 16'-0' 16'-0" 16'-0' 30 16,-0• 16,-0" 30 16'-0" '6'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+"AND "L-". 35 14'-10` 14'-10" t5•-2° 16'-0" 35 7a'-10" 14•-10" 35 15'72" _40___ 13'`f 0"_ 13_10" 14'-2"_ 15'-_2' _ 4_0 _13'-10`_ 1_3'-10" _40 14'-_2_" I5'-_2_'_ (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR - - ---4 - .45 _ 13-1` 13 1 _ 13 4 14'-3 45 13 1 13'-1° 45 13-4" 14•-3` t HV CORNER CENTERMATE A3 MAY 8E USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS _.. ...___._ 50 12'-5' 12-5" 12-8 13'-7" 50 12-5' 12'-5' 50 12'-3" IN-I" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W FLOOR CEILING MOUNTINGS: ' -._..'-10___. -�- _.__. _. --.- ----- SHALL BE AS INDICATED ON MANDATORY CONDITION N2 55 11 10 11'-10" 12 1 12-11" 55 11'-f 0" 11 10' S5 11-1" 11'-11" FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE _.._ - _ _ NOTE#5, SHEET 5. 60 11'-4' 11'-4" I1'-7` 12'-4' 60 11'-4' 11'-4" 60 10'-2' 10'-11" RATING: - — .. ---_ 65 10•-10' 10 ,0IV-1,7 -1" 11'-it" 65 10 10 10 10 9•65 -. DETERMINE: -10 1` _ - ---- - - -- --- -- - -- LI+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 10'-6" 10 6 10'-9" 11'-5" 70 __10 6 10 6 _ 7O 9'-9" 9 4" L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1' 10 1 - -10'-4" 11'-t" 75 10 1 ,0 1 75 - 8'-9' •t't EXCEPT THAT MAXIMUM SHUTTER SPAN"L+"OR INSTALLATIONS. 80 9_-10" 9_-1-10` 10'-0" 10•-9" 80 9'-10" W-10` - "L-'AND MAXIMUM AS.D.DESING PRESSURE RATING FOR_______.__-._ -�.___...... FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: SHALL BE LIMITED AS FOLLOWS: 90 9 3 9 3 _9' S 10-1 , -- -, 9 3 9 3_- DETERMINE: -- -- - -� - 1- CONNECTIONS TO KEYSTONE MOUNTING _ 0 B 0 9' 2 9 10 95 __ _9-0'_ 8 9 LI MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. - LIMITED TO +64,-72 p.s.f. AND 8'-0' SPAN, SEE L2-- MAX. SPAN FCR FLOOR CEILING MOUNTING -_. 100 8_-9"_ -8-4" 9'-O' 9'-T- 100 8'-9` 8'-4' - MOUNTING MOON SHEET 7. INSTALLATIONS. / . __— -_.._ ..____..._._._____. _._.___-._ _- __.__ .. .. _. ___ .___ 105 B'-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` -8'-4•- _W_11" 115_ _ 8'_2" 7' 3. MINIMUM BETWEEN 11+`,"L2+`• "Lt-'AND "L2-" 87-2° 8'-9" 120 8'-0" _6'-11'_ SEPARATION TO GLASS SCHEDULE '--------..-_-- --------- --- ------ ------------ -- (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10" 6'-8' 8'-0" 8'-5' 125 7'-10' 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 T-8" 6'-5" 7'-10" 8•-1` .130 _ 7'•-8" _ -6'_5 - MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR _. _.._ WIND ZONE SPACING. 135 7 7 6 2 r-s 7-9" 13s 7 r' fi-2" SEPARATION — Tao �' S: -5,-11" V_7" 7:_6..- --iai --7,_5 -s=;, ASTM E-1996 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" i55 7'-0' s s 7 z s s 155 7 0 5 1 THRU 3 _160 W-it" 5 2 7' 1 6-7 160 _6 11 _5 2 _ 165 6_-t0' _5 1 Y 0 6 4 165__ _fi 10 5 1 _ 170 fi-9 4-11 6'-11 6'-2" --170 6 9 4-11"- 175 6 7 4 9 6' 9 6`0 175 160 6 6 4 B B.-B. 5 ,D ,Bo 6 4'-8- (1) HV BLADE 190 6•-4" 4'-5` 6'-6` 5'-6" 190 6'-4" 4'-5" _.- 195 3" 4'-3" 8'-5" 1'-5" 195 200 6•-2` 4'-2" zos s-t^ 4'-1` 6-3` -1` 205 6'-1` FLORIDA BUILDING CODE Non High Velocity Hurricane Zone UP1( 114% 02020 TILTECO,INC. m 2020 EASTERN METAL SUPPLY, INC. wi BERTHA HVTM /T1Accordion Shutter System L E C ® i N a. E3 e ® ® H.V. BLADE#1 W/OR W/O FLV. WINDOW BLADE No.4 41 American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Ev.n DESCRIPTION GATE DRAWNar:M1DW./LG. *: /✓ 7'//! O W55 N.W.36U.St..Ste.M3.MRGMA GARDENS,FLORIDA 3J16! Association, Inc. I OLD 17-107 /2/202 DATE 7/2/2020 "a STA `OF E Q i Phan:(305)871-1530.F..:(305)871-1531 4268 Westroads Drive 2 DRAWING No 0 D 6- 0:tlltecP®col.cPm West Palm Beach; FL 33407 3 20— 64 Oc'• `C11 .�k.- _ WALT CA-0006719 ER A TILUr Jr.P.E. 4 ''��ips/0N J�,EEt1/SIGNATURE/DATE FLORIDA u0.g 44167 c SHEET OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D_ DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGEND BLOG&K_206",IONS POURED CONCRETE SEE MOUNI1NGS A,B.C.0 AND F ON SHEET a POURED CONC CONCRETE BLOCK TAPCON OR UWALL HEADE MOUNTING ,(AA)WALL HEADER MOUNTING CD WALL HEADER MOUNTING D WALL SILL OUWING IJ WAIL SILL UNTING &(Fl14ALL HEADER/SILL TAPCON WITH ADVANCED -SPAN _ Y w a MouNTING THREADFORM TECHNOLOGY ITT) ASA DESIGN NEGATIVE PREMRE MONO(P+,.AS.01 DESIGN,NEGATIVE PRISM HATING{Fa ASD.DESIGN NEGI NE FRISSURE M'N'(Pc A50.DESIGN NEGATIVE PRESSURE-PATNG, tl,A5.0._DE SIGN NEGAINE-PRISSURE WING(pal ALSO.OEM NErATK-PRMRE RATING(PA - _ __ _ ___ _ _ ALL POINTS SOLID-SET_ JO 40 60 75 90 120 160 205 30 40 60 75I 90 I120 76N 205 30 40 60 75 I BO 120 180I205 30 40 80 75 19D I120I160 205 }0 40 60 75 eD 120 150 ZOS 30 40 BO 75�90 120 180 205 -BLUE TAP 14rl�2 10 9 B B 6 6 14 ]2 10 9 8 8 6 8 14 12 10 9 e e 6 6 14 12 10 9 B 8 6 - 14 12 10 9 LB 8 6 55 e e B B B B 7 553'-0" 14 109fi 6 14{j2 10 9 8 8 6 6 14 12 10 B B 8 6 6 14 12 10 9 6 B B 6 14 12 10 9 B 8 6 6 B B 8 1 8 8 B e e TAPPER+ OR LEES$ 14 la 9 B H 6 9 14- 12 1D 9 B B B 8 14 12 10 9_ B_ B 8 8 14 12 10 9 B B 8 } 14 12 10 B B B _B Ls _e e e e B B B14 10 9 B e- e 6 14 12 1D 9 B B 6 6 14 12 10 9 8 B 6 8 14 12 10 e B e 6 14 1210 9 B B 6 8 B B 8 B B B e 7 14 12 j:L0_j_fl_8_j_e B4 14 12 109BB66 14 12 10 9 e 8 8 6 1412 1D B 8 7 - 1412 10 BB 7 55 B 8 8 B 8 7.. _-_.._.__-_ _. .. _. _.12 10 B 8 e 4 14 12 10 9 B B 6 14 12 10 9 e 8 6 6 14 12 10 B B, 8 55 - 14 12 10 -9 B B _6 6 B9 B B 8 B B B 14 12 fa B- B 45i 14 12 10 B B B 8 4 14 12 10 9 B B 68 14 12 10BBB14 __ 10 8 B 88B B.._ -____-_-_ _ _- _, _, __.. _. ._ ._ ___-_ -__ _10 B B 8 4 14 12 f0 9 B e 6 6 14 12 10 9 B B 8 6 14 12 f0 9 11178 74 12 10 8 8 B 6 B B e B e B 7 6.6 14 12 10 9 B B 4.5 -_ la 12 f0 B e- B 6 3.5 14 12 10 9 0 B 6 6 14 12 1D B 7_5 - - - 14 12 10 B __ ANCHOR 6-0" 14 12 10 9 B B 45 14 12 f0 ,9 e 8 6 JS 14 12 10 9 B_i B 6 6 14 12 10 B e 7 14 12 10 9 B B 8 B_ e B B e B B 8 SPECIFICATIONS ._...-._ ._- _ 1� ._. ._.._ 14 12 116 1 9 B 59 14 12 10 9 B 8 4.S 14 12 10 9 B C i 6 5 14 12 10 B B 3 - 14 12 10 9 B 7 = B 8 B B B 7 5 4- TIONS ____ ._._._. ..___ _ __.. 14 12 10 B B B 14 - I4 12 t0 9 8 B 6 ]S /4 12 /0 B 8 8 6 6 14 12 10 B 8 - la 12 10 B B 7.5 - - 8 8' 8 0 B 7.5 5.5 ON SHEET 13 14 12 10 B 8 SS 3 - 14 12 10 8 IT B 4S - 14 12 10 9 e B 6 6 1♦ 12 8.5 7.5 4 - 14 12 9.5 7.5 E.5 3S - - B_ 8 8 7b 55 4.5 J.5 14 12 10 9 8 55 - 14 .12 -10 e 8 B 4S - 14 12 10 _B- e B 6 6 14 72 70 -9- 8_ 4 __ 14 12 10 9 B B 4 - B 0 B B B B 8 7S _._-- _ ._ ___ __�- _. -.-._ 14 72 10 9 8 3 _ 14 12_10 _9 B B - 14 12 10 9 8 8 _SS JS 14 12 _70 B 45 -(- -__14 12 10 9_ 7.5 4 _ _B 8�_B_ B _7.5 5.5 4 _3 14 12 10 B 6 5 - 14 12 f0 9 B B� d - 14 12 10 9 8 0 B S.6 T4 12 IO 9 5 I- - 14 12 10 9 B 4.5 - 8 B 6 �B B 6 4.5 - 14 12 10 9 e 4 14 12 10 9 B 65 3 - t4 12 10 9 B 8 8 - 14 12 B 45 - - - 14 12 B 6.5 55 - 8 B 8 6.5 5.5 4 3 - _ .__ _._ 7-0 -7 14 12 10 9 e 4 _ 14 12 10 9 B 6S 3 - 14 12 10 9 B 8 B - 14 12 10 9 _B - - = 74 12 10 9 8 7_ --I_ B _�B 14 12 10 9 4.5 - - - 14 12 109 8 4 - _ 14 12 10 e B 7 4_ - 14 12 10 55 - - - 14 12 10 B BS - - B B B 8 -6.5 S 3.5 147 12 10 B 7.5 3.75 - 14 12 10 9 6 e 14 12 10 9 B e 6 14 12 10 6 -I=- 14 12 10 8.5 7 8 8 8 B 7 5 4 14 72 10__9-SS -3 - - 14 12 10 B B 4.5 14 12 10 9 i B e - 14 11 7 i 14 12 70 9 5.5 - - - t4 t2 10 9 B 45 - 14 12 10 0 6 8 14 12 10 7 4 14 12 10 9 9 J - 6 8 8 B 8 8'-0 -- -------- -- - -- -- - -- - - - - _ -- i ATIONS OF USE FOR 14 12 10 55 3 - - - 14 12 L10 B e - 74 12 10 B 8 5S _ 14 12 8b 3 ` 14 12 8.5 7 4 ! 8 8 8 7 _65_ 4 _3 - SEE U 14 12 10 9 8 -f- - 14 12!10 9 B- 4 -- _ 14 12,10 9 B 8 -� - 14 12 9.5 I- -i- 14 12 9.517.5 4S - - !- �5 -0- 8 7.5 6 i4S - _ 1A ON SHEET 19 14 12 70 6.5 4S 14 12 10 9 7:5 - 14 12 10 9 8 13 8.5 4 13 19.5 6.5. 5 -I-I- e B 6.5 5 4 {3 9,-0. 14 12 la 8.5 4 1 14 12 10 9 7S _ - 14 12 10 B B 14 12 10 5 = - - 14 12 10 9 35 i e B B B 8 6S 6 3 14 12 B5 4 _ - I 14 12 10 9 4.5 - - 14 12 10 9 7.5 _ 14-115 4.5._- _ 14 11-5 7.S 6 I _ B _e �7.g 8 5 _4 -_ .._._ __ .. f ___ -.- 14 j2 10 6 4 - 1- - 14 112 10 B 7 - - - 14 12 10 IT 0 - - - 14 12 5 - - - - I- 14 12 B 6S - - - 1- B _6 8 8S 5S 4 114 12 jfl�4 U. B.5 5_SS - I_ 14 112 10 85.5 __ -- 14 12 f0 9_ 0_I } 14 1.2 17- f - 114 12 50 I7S 5 - B-_8 B 8 38 75 45I_ 14 12-5.5 3 _, - 70 6 ! �_ 14 12 10 9 6..1 14 105_3 _ I,.- - 14 1U.5 7 35 - B B 7 5S-4S 39 - __._ .-_._. J _.-.. _ ...- 14 12 4 4b 3 - I- - 14 12 TO 9 3 5 - - 14 72 10 9 e t- 14 11 I--I- - - - - 14 11 75 - - - - - B B 7.5 6 S - - - 14 112 7 - - - 74 12 l0_i=.- - = 14 12 10 _ I- t- DS B - _ - - lost B 5 - - _ _8 B 5 4. 35 _ 11-0" 14 12 7 _ _ 14 12 101- - - - 14 72 70 = {-^I-V- 14 12'S =i=_ _ 14 12110 I_ I- B 8. 8 B _B 7 J5 14 12 4 T - - 14 12 10 T[- - 14 12 10 - I- - 25 9.5 - - 25 85- 6 lI - 'ALL 8 S_ 4 3_ - 14 12 BS = - - 14 12 10 - - - 14 i 12 10 - - -i- - 3 5 10 - - - - -i- 14 10 7 - - - B B 7 5.5 4.5 - 14 I12 5.5 14 12 10 - _ ,2 9�5 7 35 - - B 7 45 }S 3 - 12'-0" 14 12 9.5_ 14 12 10 -= 12 10­11 -­11I4 17 4 _ _ -I- !4 12 10 - B- B 8 B B 6 3 -- 14 12 3 � 14 12 _11- 14_.� _ I -_,-- 2� 0 115 8I- I1.S eS 4 - e B S19 IS4 - 14 12 5 14 t 12 10 - II- 1 1 D -[12.5 B. 13.9 9 S bb - - B 8 B 5 I 4 - 14 1.12 14 112 L=i=4= 114 _12I .. --.I I._ 1B ,z 1,-_i. �_ -14 ez ;= - a'-85 eg+a5�e ,5 - DE OR �� HV BLADE 13'-0" 14 ;a _ i = 4 ;z i-=- 14..�Z'- _ - F _f= N 5 5 -_ D.5 e - - B e 5 4 1 J3 W f�A� WINDOW BLADE (1 14 12 - - ,s c - 1%5 B5 - 1- - a a 5b 4.5r- -1 = HV WIN _14 12 1_= = is 12 - 14 ii 1 f- B _J i 1 ,5 J= _ I__ e_ s 4 3 7S _ N 14'-0"-.- - - - _ - t4 7 14 12. -. -- _, 14 12_I -._ - _ 10 4 _ - _ 10 75 ,_.E - _8 7.g 54 3 4 - 14 11.5 - - - - - - 14 12 - - - - - 14 12 - - - - - - 0.5 4 10.5 8 I- -t-�_ - - 14. -_i= - 14 - .-- 14 _ _ - 75 - 7,5 1 i-=.1 79.5.5 J5 3 - - 14 - - II 14 _�14 -- _ = 14 __ 1{ - .1� I ...I_ -.. - 14 - - 9 - 9 - - - - B 17 4S 3b1 3I - __ __ - ._ __. I --. _._ - 14 -I=Ta - 1- to --�- 10 -- 6 i.5 5 4 - -I = i_ _ 14 _ _ _ 14 - 7 5_S 351 __ _= - --x--�_- -` - - - - 14 14 - _ - IT I B 8 75_ 6 3,. 14 - - _ - 14 - - B - _ - - e - - B_ _ _ - _ - _ - _ � 14 - i-I _ - j4' - I_7_ _ 99 - _f_ 1_ _ _ - 9b1_,._ I_ _ _ _^I_ 8745 _ _1 _� _ _ 14 - - - - - - - - - FLONDA BUILDING CODE(Non High Velocity Hurricane Zone `aElteij11111�t11 � /'''ii 02020 TILTECO.INC. ©2020 EASTERN METAL SUPPLY, INC. YG.Y�� 1' BERTHA HVTM �cEN \ w.S.&A® Accordion Shutter System 0� E C® I�I c. H.v. MADE#1 w/CR W/O KV. Wl=W a" No.441 American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y REV.N DESCRIPTION DATE DRAWN 8Y: M.P BJSS N.W.16N.51.,Ste.305,WiGINW GV2DEN5.FLORIDA JJI6: Association,ation, Inc. 1 CLD 17-107 7/2/202 DATE: 7/2/2020 o'• STATE L PNana:(305)871-1530.FaA:(305)871-1531 4268 Westroads Drive 2 UltecoG.W.- West Palm Beach, FL 33407 ! DRAWING No F Fs•7.OA �0R1 -0006719 d 20-1 64,n••....•• . WALTECA.uTIUT J '4 8/ONAL1i FLORIDA N 44167 a SHEET 12 OF 20 MAXIMUM ANCHQR� SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHQUER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEGAU E PRESSURE RATING AND A CORREMNI)ING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALATIONS (SEE MOUNTINGS E G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS- POURED CINCRETE/CONOEIE BLOCK (A) TO EXISTING POURED CONCRETE:(Min.Vc-3 kei) 1AAwMUM E WALL SILL MOUNTING G CEILING MOUNTI QH FLOOR MO TI - 1/4'0 TAPCON OR TAPCON W7H ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX.(Min.f'c=3 ksl) _ "ALL POINTS SOLID-SET ANCHORS AS OISiRIBIlfED BY ALL POINTS$CREW,BOLT&SPECALTY COMPANY. (Min. Yo m 3 ksi) (� ASD.DESIGN NEGATIVE PRESSOR RATING pvl S0.061 - __ _RATING SA.OE9GN NEGATIVE PR6AIRE,AAIWG(Psf - - - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS-MANUFACTURED-BY FLORIDA FASTENERS-DIRECT,INC.Nin.Yc -2 kai -- - ...._...._-_._..__.._. TAPCON OR 30 40 60 75 9D 120 180I205 30 40160 7 90 120 180 265 JO 40 60 7 90 120 160 205 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.Pc-3 ksi) -!-I- t2 to B e B 6 5.5 14 12 t0 e 8 0 6 6 Iarl12 10 9 e l e 6 6 THREADFORM TECHNOLOGY 14 12 10 B 6 6 6 6 14ALL POI NOTES: OR LESS 14 12 10 B 8 8 6 6 14 12 10 B 8 B 6 B 14 10 9 B B 6 5 f HT4 12 f0 8 e 6 6 14 72 10 0 e 5 6 B 14 10 6 8 8 6 6 BLUE TAP W/CAP A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANC ORS AND TAPPER+ 14 72 70 9 8 7 5S 7 I4 12 10 B B 8 6 6 14 12 10 B 8 B 6 5 TAPPER+ ANCHORS IS-1 3/4%AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. 4'-0' 1i 12 10 9 0 8 6 5 14 12 10 9 8 8 6 5 14 12 10 B 8 8 6 5.6 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 __.__.________.._.-.......__.___-.__..____._.___..__._..__.._...._-6- _.._F__.__. 14 12 15 B B 9 6 4 14 12 10 9 e e 6 4b 14 12 10 9 0_ 8 4 3S INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"TANG MINIMUM SHOULD STUCCO EXIST,AND ___. ___._____..__._.__-__-__..-......_.__..__.___...__. 14 12 10 0 6 6 B 4.8 14 12 10 9 e 8 8 5.5 14 12 10 9 8 B 6 4S 1'MINIMUM FOR WADS 1MT}t NO STUCCO. 14 12 10 9_7.5 5S__35_-R12 10 9 8 8 6_ 5 14_ 12 10 9 6 7 5.5 4 O SEE IIMJLAWNS OF USE FOR 14 121D '9 _0 8 5 6 12 10 B 8 e 6 5.5 14 12 10 9 8 e 6 43 BLADE�/ SHEET 19 AJ) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 5'-0" 4 12 fo 6 a � 4 - 12 10 9 B_63 S s.9 14 12 12 a 83 5 7.5 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10- 9- B 7.5 4.5 1- 12 10 9 8 �8 9 4.5 14 12 10 9 8 6 a.5 3.75 NOTES A1)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 7.5 6.5 4.5 - 14 12 10 _ 8 7S SS 4_ 14 12 10 B 6 6 4.5 IS INSTALLATION INTO ELF$WITH METAL SPUDS SEE SHEET 20. 14 12 10 9 6 8 8��- 14 12 10 9 e6 B� 5 14 12 10--9' B 8.5 S S.5 _0 i4 12 10 B 7.5$.5 3 14 12 10 &5 7 5.5 4- 3 14 12 5 5.5 55 '4 3 (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) -"- - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 8 B 9 9 - - 14 f2 i0 e 8 6.5.8 ..5 14 12 10 a e 5 - 1 4 0 x 3 4 ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECAM COMPANY. 14 12 8 BS 5S 3__ - 14 12. 100 0 _B__8 8.5 4.5.3.5 14 12 10 8 7 5 J.5 __3_ - / / 14_ f2 10 9 -e e _- _14 12 10 6 8 7 5 4- 14 12 10 B 7.5 S 4 3 - 1/4'm BLUE TAP CONCRETE ANCHORS W/CAL'AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. T-0' - -- - - --- - - - - 1 4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT.INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 14 12 10 a 6b 14 12 8 7.5 6'45 3.5 - 14 105 7 S.5 L.S 3.5 _ __ - / 112 _..__._..__.�_ __.._ is 12 s 7 7b Iw _ OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 89 7 4 - 14 10 9 7S 9S 4 14 11 7 6S 4.5 .,-_--_.._.. 14 4-2 f0_ 9_ 7b 5.6 4 __ 14 12 9 __7 6 4.5 3 14 12 f0 10 B 8 8 4_ 14 2 10 _B'_ 5 3.5 - NOB.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHOR$AND TAPPER+ANCHORS IS 1 1/4•AND TAPCON 8•-0• 12 8.5 7 SS 3 - - 14 B eS SS 4 3 -12S 9S 8 5 4WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 14 12 9.5 7S 6 14 BS 8 8.5 5 14 12 0 6'6.S f 4 - 13 9.5 6-5 5 J.5 - - - 14 12 f0 8 6.5 5 - - - 12 a 8.5 5 4 _-_ 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'Nl POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 12' 10 9 8 - 14 12 IO 9 75 45 - 14 12 85 7 55 4 ,-0• - __. EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 11 7 SS 5 3S - 11 8 55 45 35 - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 112 8 65 4S - - 14 12 8.5 7 5.5 4 - 14 10S 7 5.5 6 4.5 11.5 8.5.5.5 4 - _ - - t4 12 a 7_ 6 4.S - 14 i 11 .7 6.5 4.5 3-5 _ - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 10.-0 14 f2 l0 9 7.5 - 14 12 10 B 65 S - 14 L12 8 6 5 4 _ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES:ANCHORAGE SHALL BE AS INDICATED ON to 105 7 5 33 - T3 es 0.5 5 4 S - _ 10!7s 5_ '4 3 - NOTES NOTES EL 1) &8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 1 17 17S 5.5 - - 14 11.5 8 6 5 4 - 251 9S 6 _5 4 4 FOR INSTALLATION INTO FIFS WHH METAL STUDS SEE SHEET 20. +0.5!8 5 - - - - 14 1�6 6.5 5.5 4 - - 13 10 6.5 5 4 3 - - 11'-0°16.12if-_ 74 12 B 7_ 6 4b = - 14 iQ5 7.5b�4S 3S " (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 25 9S 5 __ 12 B jj 6__4.5 4 _3_ - - B 7 4 5 351 3 _ _ 14 10 7 - - - I- 14 13.5 7 5.5 45 - - - 1.5 55 55 4.5,.4 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.DJ VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - I 14 115 75 6 5 - 12 B 8 451..4 _- fa 12 to _ 14 1z I B -5.5 5 = 13 in 6S 5 1.4 - EDGE DISTANCE VER$1)�SPACING�QyEDS11E_E9$9N9H0.R5: 12'-O'- . _ .. 1.5 6S_4S 11 i _ 11 8 I5 5 4 3 5 _ 8 6 _4 3 _ `J MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 13I- 95 6.51 5. 4 0.5 8 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS.3.5 6.5 6 B 63 - - - - - - 14 10.5 7 5.5 4S i- - 11 B.5 155 REDUCED T BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. SPACING OBTAINED USING FACTOR SHALL NO 13'-0 to tz - id ,ts 75 a 57 12 e t 6 4s _4 FACTOR t05 8 i io 7s s 4 3 _ - is ss1 a a _-i - ACTUAL TAPCON WITH ADVANCED TAPPER + 25 es t 12 Li 6 as 4 - 9.5 7 j 5 a - I - �E TAN THREADFORM TECHNOLOGY �POINT SOLID SET BLUE TAP W/CAP MIN.SPACING 8 6 - - 13 95 65 5 - 0.5 75 5 4 - ' LAD OR DISTANCE f4 12 - 14 OS 7-5.5 - 11 85 55 45 - 1- E.D. MIN.SPACING a 3' MIN.SPACING a 3" MIN.SPACING-3 1/2" MIN.SPACING-3' 3 3/4- 4' 14'-0 70 7s A.Z.35 - - 7 5 35 3 - - D POURED CONCRETE& i'OIAED CDfl�IE C0f1QRiE LiDQ( POURED CONCRETE& POURED CONCRETE&pOy®�E OONoRE ELOO( .- -_ ._ . - _ _ _ WINDOWHY CONCR(1E BLOCK CONCRETE BLOCK CONCRETE BLOCK 11 3 e - 11 8 5.5 4.5 - - 9 8S 4 5 - - N1N E0..3 1/2 MR ED 2 1/2' A121 E0..3 1/Y MN ED•2 1/2' 79 _ 12 9 8 - - 99 7 45 - - ib iJ5 10 65 - - 10.6 6 5 15'-0 _ _ _. _ -.2_1j2 _ 081 ...... ;O ... _06 1 0 BL4DE WORKING Mw B.5 sS 4_ - - ea s 3 IN UNISON ♦ -- --- JI1 1 1 0 � D 78 1 2 MN o 3 `5 rS 5 4- 071 051 --- 7 - ,_ _ - - 1.5 8.5 5.5 - _ _ __ B )BS 4.6 - - = J/4• - 0.91 - - - 043-_- - - 14 9_5 6- _ 10 7S 5_ - _( _ -- ____ _____ _ _- _.- _ __ -_____ _-__ ..._. _ -. 16•-0� B - - C- - - 5 e. 4 - - - - - 8 i4S 3 - - 1 1 2' O.JS - - - - 035 - 9.5 - - - - - 9.5 7 5 = _ - = B B a -I- - - = FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' N10411tIN AAwA7''4i 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTAI �:• ��c Ei•se ® Accordion Shutter System �l L E ® I w c. o o e e'1® H.V. BADE#1 W/OR W/O FLV.WR•DOLN MADE No.44 167 American Shutter Systems TILLIT TESTING k ENGINEERING COMPANY y EV.N DESCRIPTION DATE DRAWN TU': UP STATE F �21J1lP Association, Inc. I OLD 17-107 A z 2a2 DATE: 7/2/2020 6355 N.W.36N.SL,S,o.305,MRGINIA GARDENS.FLORIDA JJIe[ 4268 Westroads Drive 2 Phone:(305)871-1530.Fox:(305)871-1531 gyp'. F p 4�c e-mail:Ulteco+Daol.com West Palm Beach, FL 33407 3 DRAWING No ,,,��•, [QRI) �. CA-00067,9 20-164 DNA .. ` - WALTER A TILLIT Jr.RE 4 FLORIDA Uo.$44167 5 SHEET /YYA!fILH ill Fil$"��EAL/SIGNATURE/DATE 6 13 OF 20 MAXIMUM ANCHOR* SPACING 11p SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D DESIGN NEGATTVF eRE��URE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTAL i ATION (SEE MOUNTINGS 1,J.K&L ON SHEET 7) POURED CONCRETE POURED CO CONCRETE BLOCK 1 WALK OVER& 117 TRENCH ANCHORS SPACING LFGEN ta11`_ MOt1H;Ir1e5 n J RAJNGVARD MOUNTING (R)WALL/FLOOR MOUNTING L WALL/WALK OVER MOUNTING SPAN D DESIGN NEGATIVE PRESSURE RATING(T4t ASD DESGN NEGATIVE IMMA7E M,IRG ASD.DESIGN NEGITNE I'MM E-RRING A.S.D.DEN NEGVIVE W✓1SSURE RKrNG(pf (R) _ .... _. .. .._,.... .._ ._ ... _._.. .. _ ..__ ._.._ ... _.. ._ __ .. ... . ._ - _._. TAPCON WITH ADVANCED 30 ao 60 75 9D 120 180 zos 30 40 60 7s 9D 120�160 205 sD 140 sD 75 90 tzD 180 206 30 40(6D 175 90 120i160 205 THREADFORM TECHNOLOGY 14 12 10 9 8 B 6 6 12 12 12 12 12 1.5 85 65 7 7 7 7 1 7 7 55 S S 5 5 5 5 5 5 - __ _..-_12 _ -j -- '. -- -_ -_- ALL POINTS SOLID-SET 3'-0" 14 12 1 D 9 8 B 8 6 12 12 12 12 12 12 9 5 7 7 7 7 7 7 7 7� 7 5 6 6 5 5 5 5 5 JTt lESS 14 12 15 11 B I 8 8 6 12 T2 12 12 0.5 8 6 45 '7 7 7 7 7 7- 7 6.5 5' 5 5 _5' 9 5 '1_ 5 BLUE TAP 14 1'2 10 9 6 F 6 6- 6 12 12 12 12 12 10 7.5 �6 7 7 -7 7� 7- 7 1 7 7 5 5 9 5 5 5 '57 TAPPER+ 14 12 10 9 8 8 6 6 12 12 12 12 1.5 B.5 8.5 5 117 7 7 7 7 4,-0" 14 T4 10 B I B e fi e 12 12 12 12 12 9.5 7 55 7 7 -7 7 7 7 7 5 5 S b' 5 5 5 5 _._ 14 f2 70 9 8 8 6 6 12 12 12 9.5 5 6 4.5 J.5 7 7 7 7 7 7 6.5 5 S 5 5 9 5 5 -5 5 14 12 10 9 8 8 6 6 12 12 12 12 10 7.5 55 4 7 7' 7 7 7 7 7 55 5 5 5 5 6 5 5 5 14 12 10 9 8 8 8 6 12 12(12 11 9 7 5 a 7 7 7 7 7 15.5 4 J 5 5 5 1 5 5 3 1 4 ! 5'-0" 14 12. 70 9_ B_e_ 6 6 12 12 12 12 10 7.5 5S 4 7 7 7 7 7 17 7 7 5 5 5 5 14 12 10 e B e 8 6 12 I12 9.5 73 6 4S 3.5 7 1 7 7 7 7 7 �5 35 5 5 5)5 5 5 5 4' 14 12 10 9 8 8 6 6 12 12 12 9S B 6 45 7 7 7 7 7 7 55 9 S 5 S I S- 5 5 5 1 4 * SEE ANCHOR 14 12 10 1.1 e 8 6 6 I2 12 1.5 9 75 S5 4 3 7 7 7 7 7 45 351. 5 5 6 5 fi 45 35 SPECIFICATIONS 14 12 t0 e B e e ,8_ 12 12 1T ID e 8 45 35 7 7 7 7 7 7 i 7 5 5 5 5 5 s I s -s ON SHEET 13 ;4 12 to B 8 8 -fi 6 12 12 8 B_ 5 4 3 7 7 _7 7 7 55 4 5. 6 5 5 5 5 ab 14 12 10 99 8 6 6 12 III 10 9 6.5 9 .75 7 7 7 7 7 6 4S - 5 5 5 5, 5 ,5 4.5 - L4L 10 12 10 8 &S 5 J5 7 7 7 6.5 3.5 4 - S 3 3 3 S 4 3 - 7'-0" 14 12 10 9 8 B 6 6 12 12 12 8.5 7�'5_ 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 3 5 S_ 14 12 10 9 5 8 6 e 12 '16 &5 5 4.5 3 i 7 7 _7 fi5 5 S 5 5 5 5 5 5 JS L Ti 12 10 9 a- 5 8 5 12 12 d5 7 5.5 4 - - 7 7 7 7 7 5 - 5 5 5 5� 5 5 4 0 VAUD ONLY FOR UP TO +70, -75 IL 12 10 9 e 8 6 = 12 12 BS 7 55 4 3-__ 7_ 7 7 5.5 <,5, E - 5 3 s s_.4s 3s - - PSF A.S.D DESIGN PRESSURE 14 13_10 11_ 5 8_ 8 - 12 12 f0.5 75 6 4.6 3.5 = 7_ 7 7_ 7 7 7 7 4 5 5 1 5 S 5 55_s RATING & FOR SPANS PER 11 12 1D f1B 5 6 - 12 9 8 4S { 3 - - 7 7 7 7 S.54 - 5 5 S_ 5 9 4 13 - 14 12 10 9 B -9 6- 12 11 7.5 6 5� .75 7 7 7 is 6 4.5 - 5 5 I s 5 SCHEDULE {{3, SHEET 11 14 12 10 9 8 B - - 12 1.5 7.5 6 5 351 7 7 L5 5 4 - 6 5 Vt] 9, 0 14 12 10 9 8 8 - - 14 12 9.5 6.S 5S I J 7 7 7 7 7 7 e ! S 5 51410 B 8 8 - - 0.5 8 5 4 3.5 1 7 7 7 6 5 35t.- 5_59E 1210 fi.5 5 4.3 - 7 7 7 6.55.5 - 5 5 55 4 14 12 10 9 6 e 12 0.5 7 5.5 4S 3.5 - 7 7 5.5 4.5 35 - 5 5 5 4S 3.5 - 1{ 12 10 B B B - 12 11 05 e 5 3.5 7 7 7 7 7 7 45 5 5 5 S 5 5 5 4.5 14 12 10 9 8 B - 95 7 j4S 35 3 - 7 7 7 5.5 45 I- 5 5 5 5 4.5 3.5 14 12 10 9 8 8 12 9 1 B 5 4 7 7 7 8 5 - C 5 5 9 {S 9 - I- 14 12 la L9 8 8 l 12 9.5 6 5 4 J - - 7 7 1 5 4 3 - 5 5 5 4 3.5 - 14 12 10 9 �8 8 -LL - 12 10 7 55 45 JS 7_ 7 7 7_ 7 7 3S 5 SF 5 5 5 5 5 4- 14y 12 10 9 5 6 I- _ i,5 B5 , 35 3 7 -7 6 8 4 _ __ 3 5 T5 6 •- J �I J HV BLADE ONLY 14 12 10 9 1 B 8 - 11 8 6.6 4 7 7 7 93 45 5 5 5 6 45 14 12R 9 8 - 16 85 5.5 45 3S - 7 7 45 35 -� S 5 48 JS J 1 14 12 - ^ 12 9.5 6.5 5 4 S 7 7 7 7 7 6 J 5 5 5 5 +__1412 9 1 8 I__ - e 6 4 3 __ i 7 SS 4S JS - 5 5 5- 45`4 314 12 B B 10 7.5 5 4 7- 7 6 5 5 5 5 5 4 - 1- /4 12 10 9 8 - - - 0.5 e 5L.79 35 7 B.5 45 ].5 S S 45 35 J_ I __ 14 12 10 IF lic 1S56 5 J 7 7 7 7 7 45 5 5 5 5 5 54.5J.513'-0'- _. . _ _._ _14 12 109 - - 7 S.53.5 I 7 5 4 7 5 5 5_._ ti __ .. __.._ .. _. .- _. _ ._ .._. _. t{ 12 ,0 9 e 9 7 4.5 f- 7 7 S5 14.5 - 5 5 5 L.5 4 - I- 14 12 10 B - !_ 10 7.S 7 5 4 3 - (__.1= 7 8 i 4 1:.- - - - 5 5 4 14 12 107 4 = S 5 _ .7 7 16.-4 5 5_�_S4 ._____�_..__ I4 14 10 9 _ _ 6.5 5 3 - 7 7 5 SS I 5 5 5 4 - I__._.__.__._ _.I_ i I4 12 10 9 8.5 8S<4 14 12 10 9 7 N.6 35 S 7_55 35 5 5 1 3 - 14 12 10 _ 10�7.5- 5� 4 5 7 7 7 7 7 J5 _ 6. 5_�5. 5 5_ 5. 4 J- 15 0 14 12 10 _- B_jj45 J� -7 7 4.5 3 5 5 45 JS - - 14 Ti-10 - 8 16 4 - - 7 7 5...i- I- _ - 5 5 5 4 - 14 12 10 _ - - - 8.5 8.5 f 3.5 - - 7 55 A5 - - - 5 I`5 J5 - - -7-7-, I:C14 12 10 _ - B 4.5 34.5 3S 3- - 7�- 5 4 ? 6..1 3 - S 5 4 3,5 6_45 135 -_ 14--12 10 -- - =7b 5-6 P.iS - - 7 4.5 - (-�I - 5 5 4.5 1=1- FLORIDA BUILDING CODE Non High Velocity Hurricane Zone, 02020 TILTECO.INC. ©2020 EASTERN METAL SUPPLY, INC. EN Accordion Shutter System E O I N t. ® e ■ ® No,44167 H.V. RUDE 1 W OR W/o H V.NINJCNJ BADE - Am®PIcan Shutter Systems !EY.Nc DESCRIPTION DATE DRAWN BY: M.P 71' TILLITH.W.TESTING & ENGINEERING COMPANY STATE F 6J55 N.W J6U.St,Ste.305.N GiNA GA80EN5,ROR U 3314 Association, Inc.DriOLD 17-107 2/202 OATS: 7/2/2020 Z 9'. Ph- (305)871-1530.Fat:(305)871-1531 4268 Westroads Drive 2 DRAWING No FC0R1 P \ -ma0:1lltacu®cel.cnm West Palm Beach, FL 33407 J i FS•'•...... tom\``` CA-0006719 20-1 64 S WALTER A.TILLIT Jr.P.E. 4 �ONA�1R�E`11`SEAL/SIGNATURE/DATE FLORIDA u�.B 44,s7 s SHEET 6 14OF20 MAXIMUM A.S.D. DESIGN PRESSURE RATING_(p.s.f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in,) SCHEDULE FOR A GIVEN MAX SHUITER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, SEE MOUNTINGS ON SHEETS 16& 17). LJ E B T R -- SOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOOT[/MI IN N0. SPRUCE PINE SPRUCE PINE DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G-0.36 T/PLYWOOD COX 00�u�NFlFlR W%5' FIR NORTH FIR SOUTH MI Gm0.50 W/ MIN. Ga0.43 W MIN. G=0.36 NANOMUM SPAN(R) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS M, N, O & R W & X M. N, 0 & R W & X M, N, O & R W & X P & Q S&V S&V S &V So am RWK ffimw ROA:04 MM wAg 1BS91E RUNG(F1J 0.ffWI I=K HMK(PNW W ISD Mn UM MRfptl UD MW WMK PIMA ROIL(4 ISAOW KWE POM WKM s o.01y711EWdE ffo PS RII10 s 0.DSOI WAM MSM R"IF!)kSO MM NLUM RMIX PANG f(4 u6 EM MNINE R1WF MIG14 30 40 BO 75 90 105 30 140 60 75 90 OS 30 40 60 75 190 OS 30 40 60 75 90 05 30 40. 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 OS S'-0"OR L.6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 0 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 15 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 B 6 6 6 6 6 6 12 10 10 9 8 8 66 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 12 12 12 12 12 12 12 12 _. -__-_ _� ______ _ _... _ _. _. _ _ -_ ___ --.._ _.- _. -- _ -___ ______._._ _ 8 6 6 6 6 6 5 12 10 10 9 B 7 6 6 fi b 6 5 6 5 4 4 4 3 12 12 1 12 12 1 12 12 1 12 12 12 1 1 12 12 0.5 gtp• 12 10 To 9 8 8 6 6 6 6 6 5.5 72 10 10 9 8 _ , 2 2-I. 2 2_ 2 -. - -__ _ __- -___ ..-.__ 6-0" 12 10 10 9 8 8 5 fi 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 6 5 4 4 J.5 - 12 12 12 12 12 12 12 12 12 12 72 12 12 12 12 12 10 6.5 12 10 10 9 6.5 4 6 6- 6 �S 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 72 12 12 12 12 12 12 12 10 12 12 12 0.5 8.5 7.5 B=0` 12 10 10 7.5 4 5 3 8 fi- 6 5 4 3.5 12 10 10 6 3.5 _ 6_ 8 5 1,5 3.5 3 12 10 10 4 = = 6 6 5 ,5 3.5 J 6 5 4 _ -_1 12 12 12 72 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 i9=p` 12_10 10 5 Y - 6 6 55 .5 3.5 3 72 10 9 4 - - 8 6 4.5 4 3 3 12 10 4 3 8 6 4.5 4 3 3 6 5 3.5 = - 12 12 12 12 12 10.'12 12 72 11. 9.5 8.5 12 12 10 8 8.5 5.5 ._ _-Ti __ _ __ . - __ . ._ - ___ _ ! 12 10 Z5 4 6 6 5 4. 3•.- 12 10 6 J _ _ 6 6 4 .5 3 12 10 3 _ 6 6 4 5 1 6__5 __. 12 72 12 12 11.5 9.5 1 12 12 0 _8.5 7 5 12 12 9 7 6 _S _. 11_0___12 10 .5 S __ - -- 6 6,4,5 v_ `12 10 4.5 6 5.5 3 5- 12_.10, _- _-, - 6 5 5 4 - 6 5 - 12 12 12 12 10 8 5 12 12 12 5 5 8 7 12 12 B 6.5 5.5 _4.5 _12'-0 12 10 _- _- _6_ 6 4 - -_12 10 3.5- - - 6 5 3.5- - - 12 10 - - _ -_ 6 5 _3.5-__- - 6 5 - - - 12.1.2 12111.519.518 12 12 11 8.5 7 6 12 �1. 7.5 6 5 _4 _ 6 4.5 12 7.5 _ - 6 4.5 - 6 4.5 12 2 12 10. B.5 7 5 1'+ 12 10 B fi.5 5 5 12 0. 7 5 .5 13'-0•_12 10 _, =_ 12 10 -- - - -- - _ - - _ - 1 _ _ 5 4 _4 14' 0" 12 10 - - __ - 6 5_5- - 12 5 - _-- - 6 - - - 72 12 11 9 7,5 5.12 12 8 5 7 6 4 12 95 6 5 5 4 3 5 _._ _ 5 _ _ 12 7 5 4.5 12 7 _ 5 45 _ 6 3_ 12 12 12 95 8 6 12 12 85 75 6 45 12 9. (1) HV BLADE OR In HV BLADE W/ QUA HV WINDOW BLADE WORKING IN UNISON* ♦SO:LI ATIONS OF USE FOR BIAOE ON SNEE1 19 •F NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR STUD WOOD SOFFITSHALL BE AS FOLLOWS 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING:-SOUTHERN PINE No.2 W/G-0.55(N.D.S) -1/4.0 TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) EP E7tCDON:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.D.S.) -MIN. 1/2 COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW COUNG SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2018 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone, �IIIITI Ill/IIAA 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. Q;•..... /TJ BERTHA HVTM P �CEN /T1 e ® ® Accordion Shutter System E C ® 1!ic. A■�®�.A■ H.V. BLADE#1 W/OR W/O KV.WIDOWftADE No.441 67 = American Shutter Systems EV.Nt DESCRIPTION GATE DRAWN BY: MP 1. J.. TILLIT TESTING & ENGINEERING COMPANY A33oclatlon, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 A� n 6J37 N.W.S6( 5)Ste.153 . Fox GPFtOENS.ROWM]]t 6. STATE f Phone;(JOS)871-i5J0.Foy:(J05)871-1531 4268 Westroads Drive x DRAWING No a'• ,-0011:611e=e®ecl.mm West Palm Beach, FL 33407 3 FLOR P' CA-0006719 20-1 V4 WFLO�A Lte 44167E 5 SHEET n„ L$���EAL/SIGNATURE/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & ti HV<� BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE J) ONLY SHALL -WALL FINISH MAX, LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & 1/a m TAPCON OR - - DESIGN-i?RESSt1f2E—RATING F-M"NSfiTALbk ION-1Nf-TI1-BL�k 6RKFNG'—IN—U ON TAPCON WITH ADVANCED - -- -------- — .. I I THREADFORM TECHNOLOGY - �� - 1 4"0 TAPCON OR W/ 1 1/2•Min. PENETRATION i - -TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO _ _ W/ 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING F I 1 ' EXISTING WOOD HEADER. _ WOOD HEADER. (SEE SCHEDULE ON SHEET 15) I MR SEPARATION --�OR I (SEE SCHEDULE ON SHEET 15) \ • I .. TO CLASS(SEE 1/4'0-2ax3/4"S.S.MACHINE 1 SCHEOUIEE ON SHEET I I ' SCREWS W/ 1/4"-20 NUTS I_—11 FOR BLADE(DAND" '- ` I © ®>< 1 ® 12.O.C. II ON SHEET 19 FOR - j I' EQ-Ir EO ! x EXISTING FADES O k dj�j rT uR�S) Y Fl INSH/- 1 1_-OPTIONAL WALL WOODIII._ II I II .'- FINISH EXISTING MIN, EXISTING MIN. - -� OR, DR -0 TAPCON TAPCON WITH ADVANC ED HEADERREQUIRED2z4 WOOD 1/4HEADER REQUIRED EXISTIN THREADFORM TECHNOLOGY W/ 1 1/2' CLASS—y y, 4 TO Qfiss(SEE I I III I I I ,11 { !i } Min.PEt.ETRATION OF THREADED AREA TO — � �� I EXISTING {-- MIN.SEPARATION TO GLASS -{I �;, 1 I I i11 ! y EXISTING W000 HEADER, 11 FOR ERADE OAt� -_ (SEE SCHEDULE ON SHEET 11)' V I (SEE SCHEDULE ON SHEET 15) ON SHEET 19 FOR I I G�S� m I i 1_}+ L 1 i1�{I_ BLADES & I - 2"x4'CONT.SILL ..LL .__. .. _ PLATE REO'D. ON HV WALL HEADER INSTALLATION ( HV WALL SILL INSTALLATION (M)HV WALL HEADER INSTALLATION ------.- - -- ----- ---- - 1 11 EXISTING r-. _.-_._.- ..____.___.-__..__... .. . ( MIN. SEPARATION TO GLASS I I I MIN.SEPARATION TO GLASS --- GLASS—� I { I EXISTING ~-(SEE SCHEDULE ON SHEET 11)`'-- - --"�01 �tSEE SCHEDULE ON SHEET 11)' t MIN. SEPARATION TO GLASS I I -OO EXISTING x 2'z4'CONT--.--tt 1 GLASS' I x G�g� WOOD PU17E (SEE SCHEDULE ON SHEET 11) II I x 0 I 9 1/4"0-20x3/4-S.S. REQ'D.-` 0 i + �_n 1/4'0-20x3/4'S.S. I d ( MACHINE SCREWS I I u MACHINE SCREWS W/ I,� \ USING 1/4'-20 NUTS WALL / 1/4'-20 NUTS 0 12" I 12"O.C.... i L_J FINISH I, I -.O.C. �t7- 17 OR 1$ u _ y7/10R $ OR 2'z4"CONT.- i i -WOOD PLATE REO'D. f f `-\\\ Vol .._... LEo-I EQ- - 1'Min. Min. t{ \ \,\U ] --)'�i` OR } 1 {• I 1 s I ! II 1 1/4'0 TAPCON OR TAPCON WITH ADVANCED 19 11.11 1 THREADFORM TECHNOLOGY W/ 1 1/2" ' I 2 x4-CONT I Mln.PENETRATION OF THREADED AREA TO I I } 1/4'0 TAPCON OR TAPCON WITH ADVANCED I, j I I {` -- ,-' SILL PLATE 1 � EXISTING WOOD HEADER. THREADFORM TECHNOLOGY W/ 1/2' 11, 1,.... •I 1/4"0 TAPCON OR NOTE: V }REG. ! S y '1 TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL P N I (SEE SCHEDULE ON SHEET 15) Min.PENETRATION OF THREADED AREA INTO PLYWOOD \ , -•--,Il I - + r (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2'x4' ', I/2"MIN.CO THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. :... 7.. -__I. 11.1 ( ( :_7 WALL FINISH I, \� STUDS® 16'O.C.MAx.-1 PLYWOOD REO'D. W/ 1/2'Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1 ,H-1/2"MIN.COX PLYWOOD REQ'D. WALL FlNI�THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO , 1 REQ-D. PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION -EXISTING MIN.2'x4"STUDS 0 16"O.C. MAX.REG-D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION ORDANCE WITH THE WITH SECTION 23DB of THE F.B.C. ®HV WALL SILL INSTALLATION ♦SEE UM ATIONS OF U OF P HV WALL SILL INSTALLATION F.B.o RUDE�ON SHEET 19 O FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone � 11PLI rf �Vi,2j'' 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. ��d1 HV °� BERTHA H Y TM '�P�''',,�GENs ''��'�; ���®��w� Accordion Shutter System No.441 7- /Vi E C ® �Nc. H.V. BLADE#1 W/OR W/0 HV.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev,rr DESCRIPTION DATE DRAWN BY: M.P ��� 6JSJ M.W.J81.St.,Ste.JO5 VWGWA UROQS,FLORIOA JJ16. Association, Inc. I OLD 17-107 /2/202 DATE: 7 z 2020 z o'• STATE 0. // Phone:(Jo5)871-15J0.Fax (305)871-1531 4268 Westrocds Drive z '�Dic'• FCORI� •'��'�` '-niaili tiltBO°®OOI.— West PQIm Beach, FL 33407 J DRAWING No 4C'•.,.... .. C?�� CA-0006719 20-164 ''��„SS�ONLALI SEAL/SIGNATURE/DATE WFLORIDA Uc B safei 5 SHEET e16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & 0-4 HV® BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL BE LIMITED TO 105.0 sf. A.S D. DESIGN PRESSURE RATI G SEE SHEET 9 FORMAX -- ALA flNs l� -- SPAN & DESIGN—LOA6��012-IRS 1/4"0 TAPCON OR '// 1 _ - �E.--� EQ �- -2 MIN -- - -- ;' 1/4-0TAPCONT WITH ADVANCED 4"x8"(Min.)EXISTING - - THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. -) -EDGE(IF APPLICABLE) W/ 1 1/2"Min. PENETRATION 1 4"0-2Ox3 4"S.S. U ADEQUACY STRUCTURAL .; OF THREADED AREA TO / / OF EXISTING W000 11 • I (I� r 1" PHILUPS TRUSS HEAD TO BE CERTIFIED BY EXISTING WOOD HEADER. I- REGISTERED ENGINEER OR f J (SEE SCHEDULE ON SHEET 15) Min' i w CF'IN4 520 NUT -EO E - •� _ EXISTING WOOD 1`I 1 I _ / /"- S ARCHITECT PRIOR TO 'T 0 t_ _ •RTRUSSES EQ--EO ice' ® 12"O.G. SHUTTER INSTALLATION. -i 1/2 - -�-7 1/2 RAFTER®024" O.C.REQUIRED i �'. 1, I _._ ,� 1 4"0 TAPCON OR _. / !fI .'_ - OR 1 � TAPCON WITH ADVANCED "' r/ --� - _EXISTING SOFFIT f ,257" THREADFORM TECHNOLOGY ,'r ' III • / \ I '�Max. W/i 1/2'Min.PENETRATION -y _ 3/4"Mox.THK. ice\ i; I I I t I-_l OF THREADED AREA TO -EQ EQ--1; �14x3/4 T-EO'F EO-1 - - - -,.1'x4°x1/e°CONT.ALUM.TUBE -- ___ OPTIONAL - I EXISTING WOOD HEADER. Ir S.M.S.S.6°D.C. 6063-T6 ALLOY)W/ I 1 (SEE SCHEDULE ON SHEET 15) I - EACH 1RAFTE OR TRUSS TO T`p i - ---1 S or 1©or 15 I (. i1 "y" 11�or 13 or 1© III. ��I I . M I LOCATE LAG SCREWS AT EXISTING MIN 2"x4" __-- 1 ) MIOWIDTH OF EXISTING WOOD EXISTING--11; HEADER REO'D �J LO I ) I U 1 I I,-) MEMBER,(2"Min.NOMINAL GLASS I;___-_ MIN.SEPARATION TO GLASS ____ OPEN HOLE AT EACH - , WIDTH)W/2"Min. I __-_._. I I STUD TO ACCEPT (SEE SCHEDULE ON SHEET 11) - EXISTING I PENETRATION OF THREADED I I GLASS-- I y 5/16"0 LAG SCREW I -I II �$AOEm I' !I IX LASS i (iA4( r I I I AREA.VALID FOR __-______.-_..-0,___-..___.--._-�..___-_-___-._____._.,__.,___ II INSTALLATIONS WITH 72psf PIR _,_ _ - I _ I 1 AT CENTER OF TUBE. I I I MAX.AS.D.DESIGN LOAD AND S HV WALL HEADER INSTALLATION I s'-D"MAX SPAN.THIS INSTALLATION IS ONLY VALID I ON SW 19 FOR _ _1�OR ® -'I I TV?MADE m,wD I I FOR WOOD W/MIN. SPECIFIC I I ON SHLET 19 F4R GRAVITY OF 0.50 AS DOUGL S L_-_--.,_.-.-®-- I ®ADESOA I - (1�OR®� FIR OR SOUTHERN PINE NO.2. 1-SEE TING 4 FOft TYPICAL SM OU91 ASSL7/8LY _._ _._...-� ._ _ -_ 2-MOUNTING SECTIONS CAN BE COMBINED OT HV CEILING INSTALLATION ---- — - - OR EQUAL. IN ANY WAY TO SUIT ANY INSTALLATION ST 0 I;U�I V CEILING ALLAT N 0 OR 1�� MIN,SEPARATION TO GLASS MIN. I I - -(SEE SCHEDULE ON SHEET 11) 'I EX ST NG n Fat aADEOWD SEPARATION I cuss I °N s�r"FDft I I ro GLASS I _-_ 1 EXISTING I I 1 1 1 � (SEE SCHEDULE I I -� GLASS O I�, I il, \ 'I 1 \ i ON SHEET 11) III(}��J I I ALTERNATE_ III I ANCHOR I I I T WALL "-1 'LOCATION `.� L-_ EXISTING i FINISH II (1 1/4"j O O I 3/B�Mw,111 #10x3/4°HEX CUSS -_ Max. 6 a• ] -L-_..___._ 3/8 Ma. -SCREWS HEAD TER I MIN.WOOD .� _ SCREWS® 12"o.c DECK FINISH REQUIRED o IIC xREQUIRED(NO -� _ ALLOWED) WI 1 1 FINISH ALLOWED) -'- - .-EDGE p .. EDGE OF DECK' - `f r. „_ _ G F DECK •I , I `i IF APPLICABLE --T 0 1'O- _. .. DECK IF .. F APPLICABLE _..i 1 APPLICABLE .I 1/4"0-20x3/4"S.S. 1/4"0 TAPCON OR 1"- PHILUPS TRUSS HEAD 2.uiN c_ _ _ I f I�i r J - - 2°x4"CONT '. TAPCON WITH ADVANCED M" _.MACHINE SCREWS - I - 1 ' ,, I THREADFORM TECHNOLOGY W 1 4 20 NUTS ../..-I - 1/4"0 TAPCON OR TAPCON WITH ADVANCED I - I r}SILL PLATE I I / / 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM-r THREADFORM TECHNOLOGY W/ 1 1/2"Min. ---2"MIN—.- REOb. pp i '.J W/ 1 1/2"Min.PENETRATION 0 12'O.C. ---2 MIN. PENETRATION OF THREADEU ( 1 I i11` ;i I ::'i OF THREADED AREA TO TECHNOLOGY W/1 1/2"Min. PENETRATION OF THREADED AREA 7O EXISTING WOOD HEADER (SEE --------t :;'t� '- EXISTING WOOD HEADER. AREA 70 EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15 �.� (SEE SCHEDULE ON SHEET 15) ) ♦ SEE LIM ATIONS OF USE FOR QX HV WALK—OVER INSTALLATION �V HV WALL SILL INSTALLATION BADE TON SHEET 1s WO HV FLOOR INSIALLATIONFLORIDA BUILDING CODE Non High Velocity Hurricane Zone, (��({((fiA'I�II,71,'ry1{• a//,, 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY. INC. \\CENS- BERTHA'.� A� ®S®A. Accordion Shutter System No.441 7 _ H.V. BLADE#1 W/OR W/o RV WINDOW BLADE \ American Shutter Systems iEV.Nc DESCRIPTION DATE DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY z a'• 0 6355 N.W.3&R SL.Ste.305,WRONIA GARDENS.FLORIDA 3315t Association, Inc. 1 OLD 17-107 7/2/202 DATE- STATE 7/2/2020 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 �,p'• FCORI��.•'•C�t'.`�� a .it:filta O.W.— West Palm Beach, FL 33407 3 DRAWING No r\ a-0006T19 4 20-1 64 4 ''•••••••• ' R`YTr WALT A.TILLR Jr.P.E. NA iyt."SEAL/SIGNATURE/DATE FLORIDA ua. 9 dats7 s SHEET 111k, 6 17 OF 20 END INSTALLATIONS (11 HY BLADE OR f—A WINDOW BLADE INTQ_.2"x4?' MIN. WOOD STUDS 2N4'MIN.WOOD- __ - - 7_ - STUDS REVD. 2*.4'YIN.WDO(I 2'.1'MIN. STUDS RE", WOOD STUDS 1 4 N (AS APPLICA" ANCHOR 0 6'Or. 2.4'MIN. 4'. W�l 1/2'MIN. woo MUSL PDE�4 INI.R. (AS�LE) MUm V, I_ = _'.. 'Y i. 't TO /, _r /I MSMG GLASS PLYWOOD I&NO RNW GLASS 'CE11111 GLASS 1/2-MIN.COX ED -11r MIN.OX SUL. 177=2 ft�l MN' MR.TO GLASS(SEE $�ON SHEET PL`WODD. 201. SUHEDIAE ON SHEET T;'GASS(SEE I/.,MIN.wx- _.z 11 1/16.3,MlY. S�M SHEET' 11 JoN BLADE a)� McLASS(SE ON '9 IJ 11 vE cl)" 112- 11 FOR OLAXE(DNID CUNT. /2-MIN.GUx (D' v MOSM /2";-, ON SHEET Is TOR PLATE.(L�TE IN,. MIER BADES(3)A,(9) AT ER1.SIDE OF(D) my6m. W SHEET 19 M eLAUcs(Dii(D _t?2"MIN. - , \, I #10.1/2-SA.S. FI0mI/2-S.M.S.- L ale D.C. (-.1.ALLUn AT Mormon 3110xl/2'SM;W& "'i 1,w— M , I TE Al Y I DTHDI-4) /_t'OR 01 EE DE7AU.X FOIJ (1)OR SIDE GON ECTION SEE DETAL x FOR—' TO TRACILS SEE D _ n G SUE GOKI ON SIDE CONNECTION MTERCA n TO TRA� 00 @-(j)-07-0- @_@ END CONNECTION DETAIL(7) ENOEND CONNECTION DETAIL -END CONNECTION DETAIL @ ROOLIRED GALT FOR SPANS SMDS EQ DII 1/4'0-ON Mum 1/4-0 TAPGON ANCHI /2,�.S "",NbOD /, /.-MIN. D.C. W/1 1/2' 01W C- DUSTING GLASS PENETRATION 12- PENo,,,,UN G. N.SEP—TION TO SU%=-, SEE LIMITATIONS OF USE FOR -Z 1/2 MN. %ET BLADE VA ON SHEET 19 11 FUR 0LNX0_ ON SHEET F_ ONI SHEET'1.POR 11 FOR BLADE OAQ, aADES(D.0 ON MEET 19 MR > >­� eLAUEs(D jtA). v F (D.R 08-0- 1/2-L 5 A� , _ -.", I/ �_: k _J (a),R 11 Z'It§ _,". I I I /. I % OR 11100t-' /,J21.", L, . 4z--` lS OR(�DOR(D OR 4.7 0/ VIEW %7G PLAN RM'D. ­ nNISH L W@.6-0-3. @ (9). DETAIL END CONNECTION DETAIL END CONNECTION DETAIL(9 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone� . ....A...... 111020 TILTECO,INC, 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTm N 0,44167 .&A Accordion Shutter System A.S 7 m E H.V. BLADE#1 W/OR W10 KV.WINDOW RADE ! t 7:$". STATE OF American Shutter Systems EV*N DESCRIPTION DATE DRAW TILLIT TESTING & ENGINEERING COMPANY _E N BY; M-P E355 N.W.36M.SL,St,.303,VIRGINIA GARDENS.ITDRIOA .: 33161 Association, Inc. I OLD 17-107 7/2/202( 7/2/2020 Ph— (305)871-1530.Fa.:(305)871-'1531 4268 Westroods-Drive 2 - .......... DRAWING No ND West Palm Beach, FL 33407 **,'UIO�A CA-000671g 20-164 WALTER&TIUJT J,P.E. 4 III will P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.#44167 56 SHEET 18 OF 20 1_1r-vm "©-(R • GENERAL IMMATIONS AND CONDITION OF Icc FOR g� A n F1(�y}� V B An A"COROION SH - W. WORKING IN A G M! 0! I I u ll UNISON WRH HV WINDOW BLADE AA 1 35 Y - ----- -- -- -- _ _ 1.MAX.A.S.D.DESIGN PRESSURE RATING:+LID,- 110 pa.}, 1 2.AVJ(.SHUTTER SPAN:BB" 3.ALLOWED MOUNTINGS:A.D,G&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M.O,T.U&WON SHEETS 16&17. --- I y ONLY CENTERMATS 1,(BOTH W/F214 OR 2�'1 ARE ALLOWED WITH(2_t� 4 0R 5 AR ED IN A AL OR OPPOSING LA OUT.IN CASE OF OPPO IN, N CENTER MUST BE INCLUDED ONLY AT ET(fERIOR ACCESS SIDE OF TYP.EA.END • • • ! • 1 / / � /eft) 5.(A)HV WINDOW BLADE 1 SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS '44i-- (3.0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. - MAX.5 WINDOWS • (8)MIN.CLEARANCE FROG TOP OR BOTTOM EDGE OF HV WINDOW BLADE ALL0WE0 AT HV OF ANY 3'0 HOLE FOR SHALL BE 12'. WINDOW BLADE® I - (C)FIRST OR LOAT BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV ! ! _ WINDOW BLADE Q0 (D)HV WINDOW BLADE 1O MUST BE USED ALTERNATE TO A SOLID FN BLADEO7 • . A , THROUGHOUT SHUTTER'S WIDTH. ! ! • ! LLC" (E)CECRMAIES SHALL ALWAYS BE INSTALLID—ENT TO A SOLID HY BLADE EC AT ERHER SIDE OF THEM. SEE END ,Y ggn 9 (F)POLYCARBONATE HV WINDOW®SHALL BE INSTALLED SO TABS FACE CONNECTION I ! !I 2 //t� /1't� /f•1� /7�.� f� J� j� THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW MUST BE DETAILS ON SHEETS L•I L./ U (, I 1,-I (•-I ONLY IN AND LOCKED USING A HV SETTING TOOL PRONDED BY ASSq, 1 O&18 TYP. ,.-_- -- K"' 11 V V 1I �./ ll INC. FULL HEIOHT. I d35a f I '� 6, 1 SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15,AS LIMITED 13Y SPAN AND DESIGN LOAD(SEE NOTES SM 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY L.._L___._ SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). I(SEE PLAN FOR REQUIREMENTS) _ _ MINIMUM SEPARATION TO GLASS SCHEDULE PER ASTM -1996: _ 8 NIN TON E TYP TOP&BOTTOM W till +� WIND ZONE MINIMUM SEPARA71ON TO GLASS UNLIMITED WIDTH.—_ 1 THRU 3 1' ELEVATION MN.SEPAPA11ON TO GlAffi — f7(ISTINC GLASS CISEE SCHEDULE ON SHEET 11 FOR BLADE 4 6.25' 1_ •""_ AND ON THS 94EET FOR BLADES O&O 1 /.. �21 \� .__ ©o �(z1 �- TYP. S1TAM RICAL CENTERMA7E5 21 2® ,. W 2 OR SAND ----------� W/0 (5 NOTE 4 ABOVE) � �i 2z• ! TYPICAL J) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (14 SHUTTER* N.T.S. 02020 TILTECO,INC. FLORIDA BUILDING CODE(Non High EASTERN METALLySUHurricane. Zone, `�AWglfllil q! 13ERTHA HVTM No, i L E C�O , . ®� Accordion Shutter System * 441 i' _ ■ ■ ■ H.V.T1.ADE#1 W/OR W/o FLV, WINDOW MAX * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.Nt DESCRIPTION DATE DRAWN BY: M.P $�••, STATE 0 �� 6J33 N.W.J6N.St..6ta]45,MRGMIA GMOal6,FLORIDA 3316' Association, Inc. 1 OLD 17-107 /�2�202 DATE: 7/2/2020 D�•, F r't( Phone:(305)671-1530.Fax:(305)671-1531 4268 Westroads Drive z ��RID West Palm Beach, FL 33407 3 DRAWING No a-mail• 00067 aol.com q .F�+,! '••''ss/ONAL �\\C,•` WALTf A.TILLI 1Jr.P.E. 4 20-1 VY }7}}4nuN1p Pf. SEAL/SIGNATURE/DATE FLORIDA LT..p 44167 5 SHEET 6 19 OF 20 i ,6"x 1 1/2'x 0.035'THICK 1. .!ADE AS GALV. S' 'CK INSTALLATIONS W/ HV BLADE & HV CENTERMATES (2ft -12.000"Max. FMin.ASTM A-653 GRADE 40 1 Min. r Min. _.. 7EL T in.G-60 STEEL METAL STUDS AT 16'D.C. INTO METAL STUD WALLS 2 1: W T-]- 6 0. Y seI 14"o NOMINAL -GE E L NS--ANQ-CONDITIONS-W--USE- -ALUMINU LIM TAT]Q -M SLEEVE-- III II� 12 ACCORDION SHUTTER (1 3/4-.r I/4'x 0-035'THICK Min 43a 6063-T5 ALLOY CONT.GALV.STEEL TRACK CHANNEL* . P - - I i�'!; - SYSTEM INSTALLATION TO METAL STUD WALLS ASTM A-653 GRADE 40 Min.G-60 10 6-D.C. a 6 D.C. i I 1 1 *1 U I SEPARATION TO-1 LE GALVANIZED FASTENED TO STU S $S SCHEDULE .9 0 EXISTING FINISH n39 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) I max.W/(2)#6.1/2'TEK SCREWS 0 A APPLICABLE INTEROR&EXTERIOR FACE: 2. MAX. SHUTTER SPAN: W WIND ZONE MINIMUM I ASTM E-1996 SEPARATION -(gLENGTH + 14 EXISTING GLASS—i MIN.SEPARATION 1"; 3. ALLOWED MOUNTING:(@ ON THIS SHEET. 0 T GLASS TO GLASS (SEE SCHEDULE) -2023" BOLT 4.WITH W1(B HV LOCK ARE ALLOWED 1 THRU 3 1. (470 (TYP.) qTH MUST PENETRATE 1 A SYMMETRICAL LAYOUT. INCLUDED LONG, MINIMUM) MUST ALWAYS BE 4 4 rC103 6 1/4".0 EXISTING FINISH -Q I.035'THICK Mi.. -AS APPLICABLE OR INTERIOR ACCESS SIDE OF GALV.STEEL TRACK CHANNEL, CENTtRMATE. r- ASTM A-653 GRADE 40 MIT. f C-60 GALVANIZED FASTENED W/(2) 6xI/2'TER SCRIESWTUDOSN 430 \INTERIOR&EXTERIOR FACE O.C. 1/4-0-20 THREADS BLADE SLACK DETAIL HVIF IS ALSO VALID FOR Ic 1/2' CENTERMATE APPLICATION WITH BLADE 0.CONSTRUCTION - PRODUCTS FAB-LOK HD "6-.1 1/2'.0.035"THICK ti-.VARIES 436 Min:ASTM A-653 GRADE 40 6" O.C. METAL COMPONENTS Min G-60 GALV-STEEL @ SCALE:318"= 1" STUDS AT A 16'EOL WALL HEADER/SILL INSTALLATION EXISTING FINISH AS APPLICABLE (TYP.TOP&BOTTOM) 1 3/4'.6 1/4"X 0.035'THICK Min. CLASS TRACK CHANNEL, % k------ -ZE-XIST-ING- fi . -GR-AoE 40 Mi-G-60 0 L i W/(2)#6.1/2'TEK SCREW ON -YMMURY&A'U S MV TO GLASS GALVANIZED FASTENED TO STUDS S INTERIOR&EXTERIOR FACE MATES TEF�MA 1 !-CENTER 2 TES W1 (SEE SCHEDULE),;Max.. ACCESS .,EXTERIOR AC s sinF!: (..'.INTERIOR ACCESS SIDE ----------------- ------------------ -1 r----- ------------- (TYP.)-,--, IN /,,1-( (r Min.) I N 40 -------------------------------- f --------- ------------------- ------ ------ --------- OD2 ---—----------------- --------- --------------------- _Q2 -11 y ----------------- 1-------- -7— , ---------------- -------------- ----- ---- —---- -- -- ------------ -- ------- -4 ----------------- ----------- t 21 -(2)42 LOCA ED 12 ..... W HEADER L ENDS VIEW Y Lq) 3 1/4 33(5 Min.) 1�2 SIDE CONNECTION TO TRACK (Cont.) "LTY-PIL-6 1/2' —----- 1/2"MAX. SLACK BYA BYB- BLADE SLACK DETAIL-HVF h—vc FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone: "alI�ITI P2020 TILTECO.INC. @2020 EASTIERN METAL SUPPLY, INC. BERTHA HVTm \,\ZEN r—co— Accordion Shutter System • No,44 6 ZTiL INC. AmSmScAu V. MADE#1 W/OR W10 KV.WINIM MADE American Shutter Sy ve N stems K Uc DESCRIPTION DATE DRAWN BY: M.P TILUT TESTING & ENGINEERING COMPANY STATE )F W55 N.W.35th.SL,St..303,VIRGINIA GWENS,FLORIDA 3316, Association, Inc. I OLD 17-107 7/2/202C DATE. 7/2/2020 Ph- (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 0,0:" 'ZORI —Wl:filt-a-corn West Palm Beach, FL 33407 —3 DRAWING No CA-00067191 WALTER A.TILUT J,P.E. 4 20-164 /,,,,,0NA1A FLORIDA Uc.#44167 5 111111111 BI?'!S`EAL/SIGNATlJRE/DATE — SHEET 6 20 OF 20