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HomeMy WebLinkAboutProduct Approval; Accordion Shutters6/s/2b21 Florida Building Code Online _3 BCIS Home Log In f User Registration ; Hot Topics I Submit Surcharge ! Stats & Facts Publications Contact Us BCIS Site. Map i Links Search Florida - ..prProduct Approval ;USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL389-R10 (O 7 Application Type Revision Code Version 2020 Application Status Approved VKEMME® FOR M� Comments. � p, r COMPLIANCE Archived 3u,}„ CIE COUNTY y t i�;RRnn�1/� Shutter Systems Association,°i�FP9 C Product Manufacturer American Address/Phone/Email Drive West Palm Bads West Palm Beach, FL 33407 . (561) 209-8263 —7//y/� bfeeley@easternmetal.com I Authorized. Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative File COnVi r 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 i.,,) Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tillit, Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Lam, Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL389 R10 COI COI ASSA BLADEI .pdf FL389 R10 COI COI ASSA BLADEI 2.pdf FL389 R10 COI COI ASSA BLADE3.pdf Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Year 2012 2012 2002 1994 Sections from the Code https:llfloridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaL8B7Zzg%3d 1/3 678/2021 Florida Building Code 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D".Max span is 12'-3" for 40 psf positive ASD load and 13'-0" for 35 psf negative ASD load the 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. Installation Instructions FL389 R10 II DRWING ASSA BLADE3.pdf Verified By: American Test Lab of South Florida, Inc. Created by,Independent Third Party: Yes Evaluation Reports FL389 R10 AE PER ASSA BLADE3.pdf Created by Independent Third Party: Yes Bertha HV Accordion Shutter -Blade 1 Extruded aluminum interlocking blades retained by tracks (top I Only- (Non-HVHZ)- Drwg. 20-164 and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the HV1 blade, 8'70" 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, 11 and 20 respectively of installation drawings for other spans and pressures. Installation Instructions FL389 R10 II DRWING ASSA BLADE1.pdf Verified By: American Test ,Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R10 AE PER ASSA BLADEI.pdf Created by Independent Third Party: Yes 1389.3 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (top COMBO- (Non-HVHZ)- Drwg 20"163 and bottom) for storm protection Limits of Use Approved. for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Installation Instructions FL389 R10 II DRW ASSA BLADE1 2.pdf Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R10 AE PER ASSA BLADE1 2.pdf Created by Independent Third Party: Yes ��ss:k YfexY 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 :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released. in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eCfieck `:. _ https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaL8B7Zzg%3d 2/3 M.IAcM►C�� 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCOMENr (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (71h mlilON)OF THE FLORIDA BUILDING CODE. THIS ACCORDION ,SHUTTER SYSTEM SHALL NOT BE INSTALLED AT -HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONAUTY FACTOR Kd=0.85, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS 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. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVER STRESSED, A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALYSIS. HOWEVER. A WIND DURATION FACTOR. CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: —HV BLADE Q #0214.01-03, #0715.01-03. 01004.01-05. #1214.01-05. #0317.02-06. #0609.01-10 AND #0210.01-11 AS PER TAS-201. TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL D, WIND ZONES 1, 2 & 3) & #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE —HV WINDOW BLADE © 00505.01-08 AS PER ASTM E—IB06 AND E-1996 (MISSILE LEVEL D, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND If 0725.01-88 AS PER TAS 202 PROTOCOL 2.. HV BLADE (D 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 3. BERTHA H.V. ACCORDION PINS (HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x275' AND #140.75' RESPECTIVELY, 410—HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED 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 6063—T6 ALLOY IS 30.0 ksi AND 35.7 ks, FOR 6005—T5 ALLOY. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 kel MIN. TENSILE STRENGTH. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 318 SERIES STAINLESS STEEL WITH 35 ksl. MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE 1) : 12,13,14.15 AND 20 HV BLADE (D & ® WORKING IN UNISON: 12. 13 & 15 S. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6'779.582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE. OR IN PART BY U.S. PATENT #5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. _ 9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 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 CENIERMATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. 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 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 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; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (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 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. (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 B. I�I►,1►I j .V 02020 TILTECA. INC. Mi No. 44137 a' STATE +9Q'• IC �ORi �iA7 `-lS'' • • • • • • • • TILLIT TESTING & ENGINEERING COMPANY 6353 N.W. 361h. SL. StA. 3a5,. --I- QAAOI3t5. RA RIM 37 Pnone : (305)871-1530 . Fax : (305)871-1531 —mail: tiltecoacol—m CA—OD06719 WALIER A. TILLIT Jr. P.E. Uc FLORIDA. 1 44167 _ F�� .•�� \ - ''-. ,r, ,., TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2: HV BLADE (1) AND HV WINDOW BLADE l (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A—F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G—M; CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE— CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE— CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE— CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE— WOOD SHEET 15 INSTALLATION DETAILS M—R, WOOD SHEET 16 INSTALLATION DETAILS S—X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD AREA 3: HV WINDOW BLADE SHEET 18 ONLY TYPICAL SHUTTER ELEVATION AREA 4: HV WINDOW BLADE (1j ONLY SHEET 19 INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO'�' OBTAIN PERMITS IN THE STATE OF FLORIDA American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 In High Velocity Hurricane 2020 EASTERN METAL SUPPLY. INC. OGFi I Q'Ibi "IYTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE AWING No 20-164 WINDOW RUDE ®. _..,..... a ...,. . `�r6' i•.q� � P SSm" �XV SOLID. BLADE COVERED UNDER US PATENT # 5458179 1A HY WINDOW BLADE' LIMITATIONS OF USE OF BLADE ® ON SHEET 6063-T6 ALLOY AND TEMPER - 3558 .670: __ 2226 J r _I o� 0.072__27V 7?;, ©HV ADJ. FLOORTRACK QUALIFIED FOR USE W/ HV BLADE G 6063-T6 ALLOY AND TEMPER �-1.917 o Imo:..-i 033'Ia,.:.063' m�`ig ��s7o'� 1.s6s• � (1 HV CEILING HEADER Q LIFTED FOR USE W/ HV-BLADEMONLY, SEE SECTIONS FOR VALIDITY- 6063-T6 ALLOY AND TEMPER >(__I MN. XMN YMN.t L 1' I 1° 0.062° SIDE .ANGLES QUALIFIED FOR USE W/ HV BLADE'J 6063-T6 ALLOY AND TEMPER 0 HV UNIVERSE FLOATER. QUALIFIED FOR USE W/ HV BLADE 10 6005-T5 ALLOY AND TEMPER r_. 085" ITYP') -T (7)HV ADJ. ADAPTER W/LIP QUALIFIED FOR USE W/'HV BLADE n1 6063-T6 ALLOY AND TEMPER 1® HV .HEADER%SILL QUALIFIED FOR USE IN HV BLADE 100NLY 6063-16 ALLOTT AND TEMPER TI I.... i i ALUMINUM.. ANGLES QUALIFIED FOR USE W/ HV BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER ?: V,\LENS I ND.40 STATE Oi F�ORIDI °;*L,", ONAt I _....... .. VARIES 1 918" °oi Mmx I t m ; T Ami 0 HV DIRECT MOt1�I QUALIFIED FOR USE W// HV BLADE� 6063-T6 ALLOY AND TEMPER 4 J670" ..{ I a f/ os 1ijr"y 072 S: � €g€ I o m t-819I �09?,_ - .._. 0 4436 �8J HV WALK —AVER TRACK QUALIFIED FOR USE W/ tIV BLADE 6063-76 ALLOY A 0 TEMPER of I' S._ 3� f ........yi 13 HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE SEE SECTIONS FOR VALIDITY, 6063-T6 ALLOY AND TEMPER COMPONENT A B Ti T2 MAX.( 1 /8" 18 2' i`5' MAX, 0.192' 0.192" 19 I 2.5 7" MAX. 0.190" 0.190" ® 2'^ 5' MAX,�0.139' i0,131"- 02020 TILTECO, INC. �ILIEC®,N,. TILLIT TESTING & ENGINEERING COMPANY .055 N.W. 36th. St., St. 305. YRGINLA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-1531 e-ma8: Gitoco®aol.cam CA-0008719 WALTER A TILLIT Jr. P.E. TE FLORIDA Uc. j 44167 1 20000" O; 0r 05NV 90/180' STARTER QUALIFIED FOR USE W/ HV BLADE 1 6063-T6 ALLOY AND TEMPER 2.670 .994 ! ..,.G70J) 000 1842 I f o . ( CjL o N tlz�: -t .920 9O.HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE 10 ONLY. 6063-T6 ALLOY AND TEMPER VARIES 1.936" _ ."TAmx�- .... _..... 125` 093 .093" w t.t Y _ F dfi7U'� f�J�" 14 IjD WALL QUALIFIED FOR USE W/ HEADER/SILL HV BLADE 10 ONLY. 6063-T6 ALLOY AND TEMPER U.. X Y t CORNER POSTS. QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER ANS.SAII, American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY Al TEMPER )n High . Velocity Hurricor 2020. EASTERN.METAL SUPPLY. INC. Accordion Shutter System FLV. BLADE #1 W/ OR W/O H,V. WINDOW ODE 3 i DRAWING No .- ---20-164 ........... . . ............. 2. 93n7 `6 �_.062" 0. 21 HV CENTERMATE QUALIFIED FOR USE W/ HV BLADE(> ONLY 6063-T6 ALLOY AND TEMPER PLAN FRONT ELEVAnON LOCKER FOR -T- LOCK CENTERMAT QUALIFIED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER 1.917 ............ 063' 31 HE CENTERMATE W/' NO LOCKING ROD QUALIFIED FOR USE W1 W BLADE(, )& UA 6063-T6 ALLOY AND TEMPER VARIES, 12- MIN. 1/4 01"UM.S. OU18'"S ACETAL8SCR (SEE DETAILS) ............. ...... . ............ . ...... (g LOCKING k0D,L QUALIFIED FOR USE W/ HV BLADE(j) 6063-T6 ALLOY AND TEMPER NSTALLATION WILL REQUIRE A 7/16" HOLE DULLED AT TRACKS FOR PROPER EMBEDMENT (2� HV CORNER CENTER 114'-20012.- 1/4`20 —DIE CAST FIAT HM I THREADED HOUSING ENAMEL sst "N'ED (Z TYPJ .318, L:EIRASS CYLINDER & KEYS (CHROME PLATED) HY LOCK "875- QUALIFIED FOR USE W/ HV BLADE @ & (9 ONLY. (MLIFIED FOR USE W/ HV BLADED ONLY 6063-T6 ALLOY AND TEMPER T.756.'._%2 4.045' HV M LE "T" LOCK CENTERMATE QUALIFIED FOR USE W/ W BLADE Q) ONLY H C CENTERMATE 6063-1`6 ALLOY AND TEMPER QUALIFIED FOR USE W/ W BLADE ONLY 6063-T6 ALLOY AND TEMPP 6063-T6 ALLOY AND TEMPER ES 3.161 405 4 HD CENTERMAIE'S INSKRT QUALIFIED FOR USE W HV BLADE & Q� 6063-TB ALLOY ND TEMPER ±1/2- _1 ' /4-0 W 1 /4" 0-20 AISI 304 ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE(!) 1/4'-20-" 'HAD'O r" 'E =11. 'I- 4 HOUSING ENAMEL BAKED PAINTED UORESS JTURN KNOB. BRASS CYLINDBt (CHROME PLATED) HV EGRESS LOCK. QUALIFIED FOR USE W/ HV BLADE &@ ONLY. r -. ---I 250P'i O'D g— 5i1 B PLASTCHT i rt 0 MOLDED SCREW r—N .360" AFTER RIVETING 20 x 3/4" BEFORE RIVETING S.S. THUMBSCREW 1/4rO-20 RIVNUT* mt *SERIES 9444 ALUMINUM (2024-TS ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART 1 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY. NEW JERSEY 07054 OR EQUAL HV -T- LOCK HV ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED FOR USE W/ HV W/HV BLADE (1) ONLY. BLADED ONLY. 0.875" Min. 1 .125' Me,. 00 .8 4• . .. ............. ­__rMBTURN CYLINDER OR KEY CYLINDER (�� HD LOQK BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W1 [IV BLADET& G FLORIDA BUILDING CODE (Non Hjqh Velocitv Hurricane rz n/", 02020 TILTECO, INC. @2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System T NECO�imc, AuS.&Allll N0.44' 67 HV. BLADE11 W/ OR W/o KV. WNDDW BLADE. American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY DESCRIPTION DATE I DRAWN wp STATE I IF 1710-ZO 6355 N.W.35th. St, St.. 2105, VIRGINIA GARDENS, FLORIDA 3316Z Association, Inc. 1 1 OLD 17-107 7/2/202( DATE- 7/2/2020 Phone ; (305)871-1530 . Fox : (305)871-1331 4268 Westroads Deive 2 I� DRAWING No tilt., G.W.— West Palm Beach, FL 33407 0 CA- 006719 TILUT Jr" P.E. 20-164 "'N' 8/0NAL 1� WALTER A.0 11/o ......... . oo FLORIDA Lic. 111 44167 5 SHEET SHUTTER ASSEMBLY SCHEDULE FOR HV (1). HV 6A 1� HV BLADE 1 .......... „._ ® _. .__...... _. wy ._... .....W-,__...._. HV BLADE to ® - .HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ......__._._..__..._.—._. ® _..._. _ HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0 188"0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #B HEAD �3 .._______.._._.. ....__._ _._.. — HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW, Y Q EXTERIOR 12" MIN TO, •• TO GLADE DE TOP r' 625" HV WINDOW BLADE , 06ECCTIONx 06257 .6625" nj N i KNUCKLE 0 OPF34IN (TYP) :.i 1 I I IFLATPORTION 315 m N 2 7/8" MIN �'"-��-`•"✓"I C` ' sEPARAnoN BETWEEN i•—•-•- OPENINGS j IT[ 1. D( HY WIND( . jj 5 I .476.0 I.:--s • ,V ( (_CN CI y ® or 4@3 (SEE NOTE FOR I I I REQUIREMENTS) , 1. � OR UWEMENTS AT EXTERIOR BLADE KNUCKLE I -UK L OR (1) HV PIN Q SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV((D OR HV IA BLADE. TYPICAL SHUTTER ASSEMBLY N.T.S. ,t : !NY PIN ®2 D�ioR R 4 AT (2) HV PIN (9 MAY BE USED IN LIEU OF 4J AND ONLY AT T ExT EYTERlOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO 00.324 BLADE'S KNUCKLE. � (SEE NOTE * FOR BLADE WHEN CORRESPONDING TO INSTALLATION '91 SHEET 7. 04}T�:. V'wl T,, REQUNT IREMES) - (3) HV PIN ® OR 0 W/ 1/2" O.D. 1/16" THICK SS. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATIONPER DETAIL X, 8.�; " I j SHEET @0 1(! HEEL CARRIAGE pETAIL �# EXTERIOR N.s. REMBLY LAYOUT ) HV BLADE SOLID & _QA HV WINDOW BLADE DETAILS N.T.S. A`���(sitlfiN Ip1�ly 02020 TILTECO, INC. 10�.P� •• NO, 44 TILLIT TESTING & ENGINEERING COMPANY -- 55N.W.Hit. SIC. '8, FLCRiOA 300%33 'O • ••• STATE /2�'W F Pmm(305)871-1530 . F.. : (305)671-1531 . aFl <-mall: 0004DOolsmrn 6 io y�h SC'/:.'••••• •'1C;ti� :il:�. r........ WALTER A TILLIT Jr. P.E. FLORIDA U.. # 44167 ORla-____RyLEVAy fi ( �kP—QI,YQAS@4N9E_1@SPACT RESISTANT HV WINDOW I BAYER MAKROLON 3103 POLYCARBONATE 12" MIN. CLEA ICE RESINS, UV —STABILIZED GRADE OR SABIC TO BLADE 8 rrOM INNOVATIVE PLASTIC LEXAN 103 RESIN J (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 44 APPLICABLE RESULT MCAL PHOPMES STMDAR0 RLTEMICE P105Kd1: SPEi.R. LRAYIN AST1t 0702 0.043 b/in 0443 Ib/tn HEGLLV35dU TENSILE YOD STRENGTH AMU OM9,400 Doi 0.50C 1, 1. F ExURA' SIRENGTH AT •1ELD a'W 0790 12.SEC 1.1 T3,400 p.aI. FLEXURAL M000UIS ASIM MO 340,000 Dal. M.000 ;,..L NO7Oi{rn IZOD NR: RORNINC• !'ILeob-TR:_^TM`S ASIM 0256 I6 FT-Ib/-" 17 Ff-Ib/M ' SMOKE OENSfrf AS11A 026A 47.2 R 54.5 A NAx RATE OF LURNiNG ASOJ OM c-t CUSS 0-1 GLASS SELF IOIM1 ASrM 01929 10" •F 950 'F METER Pm: ASM 0155 TEWLE SIRERGIN AFTER WFATHERINC A5TY 639 0502 P.J. 6840 D.".i. 10ISLE STRESS 6EFORE WFATHERINO ASTY 630 MI M0 ­1 ■.■I&Id American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE(Non High Velocity Hurricane Zone © 20220 EASTERN !4EErx SUPPLY, INC, r— .....__ BERTHA MNI"TM Accordion Shutter System itV. BLADE #1 W/ OR W/O Kv WINDOW BLADE CAWING No 20-164 ��1��5� I$aRQi®aR®rOoR I F11i®OR TYPICAL (t HV BLADE SHUTTER ELEVATION N.T.S. \-EN; No. 441 STATE 0 %��•�' . <0RI0 ,,—ONAL' *NOTES _ON. HV LOCKS AND CENTERMAJES: 1. MANDATORY CONDITION /1: ONE HV LOCK ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR B O2jW 2 OF SHUTTER SPAN FOR SPANS UP TO 105', AND FOR INSTA MONS T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TOOR q3 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. OPrnqWL PPNDfflptl ft IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR qq 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. C7 3. #2 IS USED W/IWO H.V. LOCKS): LOCKING RODS 0 ARE NOT REQUIRED ATtIURRICANE POSITION, BUT MAY ® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS qj OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). ' 4. M&DATQRY CONORION $- ONE HV LOCK 0 0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, 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. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK U MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-20x3/4' S.S. THUMBSCREW TO ® OR ® CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4' ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL.SE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION i3 FOR KEYSTONE MOMNUNG, INSTALLATIONS., ONE HV LOCK @ or ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 90'. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or ® or a. 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. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/. OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES: NER 1. SECOND ALTERNATE TO MANDAMSY CONDITION J1 VALID ONLY FOR HV 'r LOCK dh - AND CENTERMATES 0 AN S�j LATE INSTALOL.NATEION AT ANY ELEVATION ALTERNATE HV "T' CA14Y SPAN AND ALTERNATE MAY BE INSTALLED LOCK Pi rY INLIEU UU USED AS AN INSIDE OR OUTSIDE L LOCK, ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKE AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES 0 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. *MOTES ON HD_ LOCKS & CENT RMATES: 1. MO. LOCK134 UM OR (31 W1C ,ONE ALTERNATE, HD LOCK ® MAYBE USED IN LIEU OF HV LOCKS -2j OR vg FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK ® MAY BE USED - AS AN INSIDE OR 'OUTSIDE LOCK. ATTACHMENT OF HD LOCK e� TO ® IS W/ 3 #8 x 3/8' F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT 0 AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR tY MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ® IS COMPLETELY OPTIONAL 02020 TILTECO. INC. /TILIE C 0 TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SL. Sta. W5, VIRGMIA GMOFNS. FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-1531 t3te 0-Isom CA-0006719 WALTER A TiLLR Jr. P.E. FLORIDA Ltc. 1 44167 wSmShmAw American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 2020 EASTERN METAL SUPPLY. INC. LYw."49■.,..`1 VTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW MADE OLD AWING No 20-164 7- -CONCRETE ANCHORS POURED POURED (SEE SCHEDULE ON CONCRE'TEIN CONCRETE-. j SHEET 13) REQUIRED REQUIRED CONCRETE ANCHORS F J .y '{ ] 18 OR A FOR ONE (SEE NOUNRNG ®ON SHEET 7) m F� (SEE SCHEDULE ON SHEET 13) _ ffF!' OR® (+Min. l f'" ,,-.. i/4"6-20x3/4" S.S. rE0- MACHINE SCREWS I I.. �, USING 1/4'-20 NUTS ftf2 a 12' O.C. Eii 13 oR f-5 Max .250' Max. OPTIONAL I m astlw (�I '' leir�Eu°NnEntro- - :1 OR @♦ i XSISTING i BAOS6(Dk ToR ® I t I MIN. SEPARATION TO OPTIONAL t n � l 13 ON 4 PNIWPS „1/4'm-20x3/4' S.S. ,f EO EQ-.s TRUSS HEAD E :.jli 1 ] OR 18 t MACHINE SCREWS USING 1/4"-20 NUTS 6 12" O.C. U HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: 1- SEE SHEET 4 FOR TYPICAL SHUTTER * E. D. - EDGE DISTANCE EMBLY 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) ♦ BLADE ILA ONSEE NSHEETS OF U59 FOR 2- MO IN ANY WAY TO SUIT ANY INSTALLATION. i I SEAL/SIGNATURE/DATE FLORIDA )jf(1.1111 02020 11L7EC0, INC. ' IL E Pr-® �t�c. '• No, 441 7 TILLIT TESTING &ENGINEERING COMPANY aST%(TE�O ��' � 8354 N.W. 36th. St. Ste, 3, NRGINIA GARDENS, FLORIDA3576 09Phone : (305)e71-1530 . Poalx : (305)871-1531 e—moll: Ultaco®o.cam �C �i, Fs''' • • ...... G+r"; ` . ................ ...... WAITER A TILLff Jr. P.E. ' �rs�ONAL POURED CONCRETE OR CONCRETE BLOI REQUIRED •1/4'0-20x3/4' S.S. CONCRETE ANCHORS 'I MACHINE SCREWS (SEE SCHEDULE ON t- W/ 7/4'-20 SHEEP 13) NUTS ® 72" O.C. OR MIN. SEPARATION TO GLASS `(SEE SCHEDULE ON SHEET 11) �, i © HV WALL HEADER INSTALLATION [—(SEE. E ' MIN. SEPARATION TO GLASS _ n171I nx� EXISTING SCHEDULE ON SHEET 11)-W GLASSJ I I ! ���,-•' e/ � OPTIONAL ...... .-� Max ASS EXISTING 1/4'e-20x3/4' S.S. PHILLIPS CONCRETE ANCHORS TRU55 HEAD MACHINE SCREWS �l_ (SEE SCHEDULE ON W/ 1/4'-20 NUTS 012' O.C. POURED CONCRETE A SHEET 13) OR CONCRETE BLOCK REQUIRED OFHV WALL. SILL. INSTALLATION, INSTALLATION DETAILS W/ J) HV BLADE FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02020 EASTERN MTAL SUPPLYINC, 1VbVITHA left HfTM �.�,�� Accordion Shutter -System Itv. aaDE #1 w/ OR w/o Kv. WINDGN BIAOE American Shutter Systems EV. N DESCRIPTION DATE DRAWN BY: N.P Association, Inc. , OLD 17-107 7/2/202DATE: 7/2/2020 4268 Westroads Drive 2 DRAWING No West Palm Beach, FL 33407 s 20-164 GLASS POURED CONCRETE ANCHORS f MIN-S4YATiRTION f CGNGRETE (SET SCHEDULE ON SHEET 13) } 70 GUkM(SEE ,1 ---i,) OR Q ` i (' ..._.f{� I MIN �FpNIpT16N Y REQUIRED I 7.r 7fnuE ON StiET '' x EXISTING 1 .tl v r� CV55 EDGE OF ~ 11 FOR —I". M:E IUAND } G GLASS-1 CNi (SEE SCHEOl0.E ON' I - / I i1N.r 1411. I I I MIN, SEPAWnmfl 1 SNFET II, APPLICABLE: 11 EXISTING } 9A1ES(D& 1 :i 1 'v —CA�1q- d'�� �ikf F / '• GIASSf i F On stfxr tq i I J•ti� - °�/ F F ,+ F• =f .. ANCHOR EXISTING i i I , LOCATION (iDxHEX HEAD SCRY. WASHER SCREWS ®12` O.C.} � $) � // � EDGE OF 318 YIN."i CONCRETE ANCHORS V/I ' _'i "SLAB IF L7 i � r•''SEE SCHNULE ON SHELT 13) I-E y�'ef; )f} APPLICAD:.E G I i ! .IIII I / e fr .EDGE OFEXISTIN EDGE OFI'�_,(I5LAD IFSLAB IFf 12' i �F APPUCA9LE }'' aPPUGaBIE ..... %PPLICABLE `yOURREO 1 J t _._ ; pOURED-t TO nws (SEE I E. D.* c FLAT HEAD CONCRETE ANCHORS 5(].ELU.E W 9Y2T ' I ,/ —I 11 Fp T9 ¢E par } POURED ,' ! / d CC G FTf j CONCRETE (SEE SCHEDULE ON SHEET 1» CN SNTET 19 FlA y I --'i,j OR ®® CONCRETE - ...- REQUIRED l REQUIRED i elAOE50J& E _ I REQUIRED .....(SEE HEAD CONCRETE ANCHORS --c D E. D.+ (SEE SCHEDULE ON SHEET 74) I1 TRENCH INSTALLATION - VAUD ONLY'FOR UP TO +70. -75 PSF A.S.D. HV FLOOR INSTALLATION t. HV WALK —OVER .INSTALLATION, DESIGN PRESSURE RATING & FOR SPANS PER _.. © HV CEILING INSTALLATION scHEpuLEa, SHEET It CONCRETE ANCHORS GfAS--i v , I If31. S�AaAik'Yi - - I 7o c.Ass x jl ...::: Q1 (SEE SCHEDULE O!�...J "/ a S SWEET If I I-- - -I.. :....� ...... � ! / 1/{'0 fM' BUIIfAf TI�CQV W cN �JIEEf 11) I I I t"' - SHEET iS) l a S4ltT t., l 8 I I i ' I EXISTING .....__ ;l OR 1 4-0 POWERS _ i EXISTING---1 I GLASS--i -�-•- -� - SIBNERS TA OR 7/{-0 PIS W/ EXISTING MITI. sFVAnA7toN To G:Ak: 1 ^� i ['� _ I ' GLASS �1 § FAS1 /4" NIN. F+ IRO ORS W/ I I - �I(•3E sC4ECUlF fl .,pf[f 1? 1 I I MM. FEPAPAnON tt: R,.e.}y 1 1 1 1 3/{^ f-0N. EMBEA.ffM p 0" I Imo.. .' 1 1I 'IAaX. ON SHT 11) t 1 I' I j O.C. FOR UP TO W-0• SPAN 410 I. d I a OP_ FOR SPA4S URGER TWN i/4; . y / i 1 }I 11.. F� 8-0- UP TO 8'-0• Mw yl MAx. I a, I. I ; t•'•? i7)' (5E NOTE HASON� ffE ps } ({,'m''`d'."..'_`WASHER HEAD .�!u74... 1 rI 4�1,TEK SCREWS .{J ; CO . SEAWJT `,I. i MAX. m 12" D.C. #14x3/4" HEX HEAD - TEK SCREYdS ® 9" O.C. I Ft , _�"� S S I I I I rf 3. 1/4^0-20x3/4' SS MS OR 7/4"0-20 SS, M.S. I CONCRETE ANCHORS ro g +Orl.. 3/ '-�14x3/4" �r1 f 1 I }1 11/4•_ ``-'r ,--u,wG 7CJ+'m-20 tu75 W/ NUr a 9 D.C. ..� (SEE SCHEDULE ON :: ; 11 _ + u ®9' D. C D r 1 a 12' .^. 11 I SHEEN 14) ,, j- - } t $ i'ti (✓ - I EYJSING NON SIRUCTURAL J a/ 1 /1 y-,-•�. 1 ^ �R) $ t. D ' WALL 781M (DECORATNE �• / I •j2.0 MIP I ifil i i ' EDGE OF 1,?` ( t .• E.0 vlt. SLAB IF EJj:. flT4x3/4' F.H. S.D.S. •. MIN. 1 7/8^ 1 7 8 APPLICABLE' q 0 97 O.C. POURED CONCRETE 1— CONCRETE ANCHORS -SEE NCT, 1 (b) 3 �_ ' REQUIRED ✓ t r'' ED "�- POURED CONCRETE-- (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(D) ' -'- ,g.U. -_ OR CONCRETE BACK SHEET 14) POURED CONGRETE�--i ON SHEET 1 ... r�----:- .._.. _... t._._ _ _ r REOUIRED OR .ANC --�4 OPTIONAL--J POURED - ®KEYSTONE MOUNTING INSTALLATION cGNCR£rE' ®;NY WALL FLO{}R INSTALLATION HY WALL WALK —OVER INSTALLATIO MN INUM A.S.O. DE ION PRESSURE: +D{:-7z PxT REQUIRED .... .. .. M,VRMUM SNOITER spx4 V-0' (� HV RAINGUARD INSTALLATION t NOTE- ISINSTALLATION SHALL BE- NOTE FOR COMB NATIQry_Q�"SEi 14NS: * E. 0. - EDGE DISTANCE REMOVABLE WHEN PERFORMED SE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEEP 73) AtUACEM TO AN OPERABLE.. EXIT SEE LIMRATIONS i OF USE. FOR OR ENTRANCE BLADE 7A ON SHEET 19 INSTALLATIONDETAILSW f IHV BLADE I- EE_Y 2- MOUNTING SECTIONS CAN BE COMBINED - _ - IN ANY WAY -1.0 SUIT ANY INSTALLATION.- FLORIDA BUILDING CODE (Non Nigh Veioclty Hurricane Zone' 02020 TILTECO, INC. 02020 EASTERN METAL SUPPLY INC. BERTHA HV-_ 7 71EZ7I7'. � � Accordion Shutter System :` i ? - RV. UADE #1 W/ OR W/0 KV. WINDOW eta No. 67 20 " TILLIT TESTING & ENGINEERING COMPANY AmerlAcsa Shutter lter Systems H DESCRIPTION DATE ORLWN BY: N.P n e ev STATE F G fuss N.W. 33eh, se. see. 305, WRGINU GARDB:S, FLORIDA 331G SOC O On, Inc. 1 _OLD T7-T07 /2/202 DATE: "7/2/2020- - z Ph— : (305)871-1530 . Fox 1 (305)871-1531 4268 VJestroods Drive z - ������ ' ��DRI P •' w�` f .V: tlleecmpoo6ean DRAWING No y� F'•,, � � CA-000a71e West Palm Beach, FL 33407 3 Z0-16A fiFJ/ss, `� "? 1/FLORIDA UALTER A. 'LL(1 a4167E 5 ii�pAT�NAL tii� SEAL/SIGNATURE/DATE SHEET D 7 OF 20 SEE END WALL CON ECTION DETAILS ON SHEETS 10 & 18 INSTALLATIONS W/ t 1 / H V. SEE NOTES ON LOCKING RODS , ET LOCKS ® or Z® ; 77 q AND ALrERNA7E HV LOCK ® ON SHEEP 5. ( IN EXISTING GLASS ,. ... - .--'�'�- ** BLADE SLACK DETAIL HVF IS VAUD FOR ALL OUT 90',.y - ,I BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BLADE01 OR SEE END WALL CONNECTIAI EXISnNG GLASS DETAILS. ON SHEETS 10 & 1 _ � .� I 4 S m t + $ m $+ m z xz'a/6 xo 2 O O ©© O@ / 3 1/4" 7 6 1/2 -_ 8 + 8 9 + m 19 + 5 m 1{-' - �-a - ,/z m ®+® ___ _...__-- _.. .-_.._--.--.---- OPPOSING ! SYMMETRYCAL • CENTERMATES CENTERMATES ; (6083-T6 ALLOl� ALUM. ANGLE W/(2) 1/4"0 TAPCON ANCHORS TO CONCRETE 1 i I ! r, (TOP/BOTTOM) do (4)8f ox1j2• s.Ms. TO �; AT EACH ANGLE ! ! #10x3/4" S.M.S. 0 12 .� o.C. FULL LENGHT. ,W/ HV LOCK 2 -..Dr. ' W/ HV LOCK � or 7.` MIN. SEPARATION To class (SEE SCHEDULE 3 I 3 1 f 1 d ON SHEET 11) 1/2Y v 2• i �m®06©+Om®m10 +©m ) D + Qs m Q+ Qm©+Q•m ©+O EXISTING �'-CLASS 6 ®m Q+©m�+� r�EXiSTI 7r1_— MIN. SEPARATION ©+® 09 TO GLASS (SEE SCHEDULE IN OPTIONAL ON SHEET 11) (INTERIOR) OUT HVD 1 HVA ,OUT I (EXTERIOR) r No.44 671 7k• : 74' STATE F :��,o�• �COR1 1P , ex 1 q 1 03 �___ �_e� ........ ... HVHVC B ©®O+O O O+© T-POURED CONCRETE OR EXISTING CLASS f CONCRETE BLOCK WALL 1D+�m©♦®oR +Q on F .I REOUIkRED SYMMETRICAL * �+ 7Q+Qm�'�+®m T— — f CENTERMATES * r< Q+Q © O O © MIN TO GLASS ON i'5 I -IN — + W HV LOCK a66 O OmO ©m®+®m (SEE SCHEDULE f �"'-"C-/ i ON SHEET 11) (INTERIOR) I 8 * 6 op J • m 1 + rJ - '------------ ----- -- -----�__I I HVE 02020 TILTECO, INC. /- �lL. E.0 O TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St, Ste. 305, VWGNA WDENS, nDRIDA 33 Phone : (305)871-1530 . Fox : (305)B71-1531 e-mail: tiIWe,0a0Lcom 1A-D006719 WALTER A TILUT Jr. P.F FLORIDA Uc. S 44167 0 w, [§UT , A.S. i . American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 HORS ® ,i 16 O.C. I�� 6 I-J • MAX SLACK HVF** JILDING CODE(Non High Velocity Hurricane Zone; © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVp, Accordion Shutter System H.V. aaDE #1 W/ OR W/o H.V. WINDUP BLADE MWING No 20-164 ALTERNATE INSTALLATION W HV "T" LOCK 0A HV MALE F ALE "T- LOCKS CEN ERMATES 28 i & LOCKERS W ` 1' HV BLADE SEE ENO CONNECTION DETAILS ON SHEETS 10 !D 1s I ' BUSTING CUSS I N BLADE O SLACK DETAIL NW. NOICRTED ON SHEET S. IN WELL AON THIS SH r. UAYG USED WITH THIS H00-HVD , I INDICATED ON THIS SHEEP, WY BE USED WITH n11s ALTERN4 1 . I 641q14 IA%- 7 A A.a INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. EALil ANGLE �4�e'I.' 2i%!'I.. a/e. * SEE NOTE a FOR HV LOCK 3� , 'T' LOCK, ON SHEET 5. t SERIES 9444 ALUI NUM (2024-T3 Ml." LARGE FLANGE THIN SHEET NUTSERT, PART / 0820, AS MANUFACTURED BY AVOEL CHUM ` TEX .. PARSIPPENY. NEW JERSEY 07054 OR EQUAL L_____________________________________________ SIA.S. C 12' FULL LENGw. 1K 4 H.V. 30 HV "T" IN PINS (TO 3Q 'Q ( ©0*HV "T" LOCK (OUTSIDE) 1/4" 0-20 x 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. 26 HVG* INSTALLATION n HV BLADE W/: HD CENTERMATES 3 Ski ____-__ _-__ —� I N 4 s ern-i '\I 7 3/4' PINS comGmAL) HDB—HVEI OUT SYMMETRICAL HD CENTERMATES. W/; LOCK:(EXTERIOR) HDD—HVDsa FLOATING : STACK _w HOC—HVC SYMMETRICAL HD CENTERMATES Wj LOCK, (IPiTf,BI4R1. a©a M * SEE NOTES ON LOCKNO RODS@ & NOp LOOKS ON SHEET 5 ** UWARSAL FLDATNG DLADE® DETAIL HDD-HYV 6 VALID FOR AM CENRAl4VE5 APPLICATIONS WIN BLADE Q FLONDA BUILDING CODE(Non High -Velocity Hurricane Zone _ No. 44117 : o`•, STATE : ,, D ••. WMI 6 sS�ONA — ®zozD niTEco. INC. �� E,CC9 iwc. ■ ■ wAx American Shutter Systems grit St1U Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 02620 EASTERN METAL. SUPPLY. INC. 13ER HHA H10Tr.1' Accordion Shutte System KY. 1 w Kv WINDOW N / OR w/o Q / K/ � '� ; lcrQ7lffd77` /! t` •� �`��SEAL/SIGNATURE/DATE TILLIT TESTING_ & ENGINEERING COMPANY 6355 N.W. 361h. SL. Ste. 305. 'A NIA G<90ENS, FUOPJDA 3316 Phone : (305)871-1530 . FGK : (305)871-1531 —.If: Ulteto®OOI.— CA-0005719 WALTER A TILLff Jr. P.E. FLORIDA U.. 8 44167 fv N s DESCRIPTION oar E DRAW .P N BY. M 1 OL() 17-107 /2/202 DATE: 7/2/1020 2 DRAWING No 20—�'64 , 3. 4 _. 5 ,._... _,. SHEET 9 OF 20 6 A - POURED CONCRETE OR ,F+ l ,-• ---------------- ..-----. /:-- ._ CONCRETE BLOCK WALL d ,y REQUIRED, j.. CONCRETE !! CHOR EXISTING GLASS y - i �. .. .2:: MIN. s, MIN. SEPARATION • �' • EOIf_ EQ TO CLASS (SEE }: I I SCHEDULE ON SHEET 1/16"x3` MAX. 11 FOR BIAX(DAND (6063-T6) CONT. (LOCATE AT.�.. -'� 19 FOR ALUM. CLOSER EITHER SIDE - BLADES �& PLATE. (LOCATE OF SO) AT EITHER SIDE 1/2` MIN. .. _. OF(D) ;Qt Oxl/2` S.M.S. #10x1/2" 5 M S,,,^" ;;r+ a 16" O.C. OR Q - 1 SEE DETAIL X FOR SIDE CONNECTION a .+ 6 + 7 8i 10 •�' e• TO TRACKS w. END CONNECTION_ DETAIL(l) L. .f3.VQSTING GLASS ..._... _.1 MN. SEPARATION TO GIASS (SEE SCHEDULE ON SHEET 11 FOR BLADE OA O ON SHEET 19 FOR ...�._..._�..._...�.._-._..... BIADE.S(D&Q ANCHOR ® 16• O.C. -- POURED CONCRETE OURED CONCRETE --- POURED CONCRETE P OR CONCRETE .. _ _ f • OR CONCRETE A j _ _ OR CONCRETE ! BLOCK WALL REQUIRED may, �,. BLOCK WALL REQUIRED """"- /. \V II""' BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS ,�>r �; rrrr •-„�.�� "2' MIN.. EXISTING CLASS MN. SEPPAA710N� .,„''"� r S ,s''r I. 1 ,.:a.._1 # TO GLASS SEE I — _ 'l AlSCHEDULE ONSHEETMIN. GLASS !a ,; Ma SEPARATION 11 FOR BLADE SAND SCHEDULE ON SHEET : �I �' I _ ro aAss (SEE ON SHEET 19 FOR ISCHEDULE BIASES m & Q 11 FOR B ADE mAND ' `' 11FOR eLAnE QPND ON SHEET 19 FOR 1/2• E Am m & T� ON SHEET 19 FOR 19 , ' BLADES (D & Qt) .4 USE 1. OR 2' MAX.APPU ALUMINUMCUP 6"x0-2 y (6063-T6 ALLOY) AT MIDHEIGHT, ;V` ' Q w.— -- (1) #IOx1/2" S.M.S. TO ® &, I - i (2)1/4"0 TAPCONS ANCHORS TO % WALL AT 1" O.C. (LOCATE SEE DETAIL X FO h ♦ { I SIDE CONNECTION V OR ® I EITHER SIDE OF ®) AT r OR & () TO TRACKS SEE DE CONNECTION �...1 I ®°"©• Oj °"®"' 10 •®a 7 m 8 1 .•®O1 1Q•m®O1©'®°'©•®e' TO TRACKS I /10�4�54�+�.®•®o D T1AAIIL END CONNECTION DEMO) END CONNECTION DETAIL d• REQUIRED ONLY FOR SPANS GREATER THAN IV-0- POURED CONCRETE OR EXISTING r\ - /,v f// CONCRETE BLOCK WALLst REQUIRED .USS... ,--- ---- - 1g,1/v s.M Y ------ -- .C. MN. SEPARATIGN 3 i------ CONCRETE /2 MIN.SCHEDULE �f j�•-------- - ~ y ANCHOR 0 ' ...... ._._ i D € /�j�--- `pT.�. _..___ ...._ ON SHEET 19 FOR. "`_.._..._..__..._..... OR �.^� 1•.. _ 1/2 MIN. OR®OROOR OR@OR (9OR OR t rdLN. _ 2 MIN. %. ♦ SEE UMIJATIONS OF USE FOR . / 5 = I BLADE(BON SHEET 19 �ORQOR(qOR�ORg VIEW Y .. / OR ®•, . PLAN TAIL X POURED CONCRETE OR �� ®a©•Oa® 10 •�•^ END INSTALLATION CONCRETE BLOCK WALL O•®e1®`�®•®" REQUIRED 's'•®�'©'®'©•®a ��..."=©•O•©�©•O•®«• (1 HV ..BLADE OR :tle .HV..._.WINDOW BLADE INTO ® ®«p ®a0 ®a CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 END CONNECTION DETAIL FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 11 �11 11 'mac 02020 TILTECO• INC. © 2020 EASTERN METAL SUPPLY, INC. /TJ.,, BERTHA HVTM �:'• �,\CEO SF'.••�%; I L E C O ■�. : ■ ■ R.V.A�CorW Accordion' W . WIiwOM MADE di Shutter : No. 44 6 American Shutter Systems # / / *' '•-y i+ EV. N' DESCRIPTION _ DATE DRAWN BY: M.P 7k TILLIT TESTING &ENGINEERING COMPANY Association, Inc. + . OLD 17-IO7 Q STATE F 6355 N.W. 341n, 5L, St,. 305. VIRGINR WDINS, FLOWDA 3316 /2/202 MTE: 7/2/2020 LO ) ``�� Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 DRAWING No O'•. F R ` e-mDR: Ulteoo®eol.wm West Palm Beach, FL 33407 3 20—� 64 .•.•' \. �� CA-00008719 4 s/DNA E ��1 wALTER A Holt . P.E. SHEET ��+A+++TNmi h n%,SEAL/SIGNATURE/DATE FLORIDA uD. 6 44167 5 10 OF 24__,_ SCHEDULE 41- MAXIMUM SHUTTER SPAN'I`: OR "L-" (ft.). FOR INSTALLATIONS W/1-11 CENTERMATES. ® & ® or or W/ ONE H.V. LOCK ® or ® or or, HD LOCK ® W/ NO LOCKING RODS or CENTERMATES ® & @ W/ ONE HV "T- LOCK ® W/TWO LOCKING RODS 0 TOP & BOTTOM (SEE NOTES ,tt)n ua CONCRETE & WOOD INSTALLATIONS V - As.D. DESIGN DESI ..... .. .... __.. . ,.._ PRESSURE WALL MOUNTING FLOOR/CEILING MiMG (P. 0 MOUNTING I. OR -) 30 OR LES 35 14'-10' 14'-10' 15'-2 1W-O' _,,___40_•_, 13'-10' . 13'-10" 14'-2" 15'-2' _ . 45 13' 1 (»13'-1' 13'-4 14'-3° 50 _ 1P.-10 _ 11'-10 60 �- - 11'--4 I V-4' 1 V-7' 12'-4'�- -15 1' 71'-f1"- '70 10'-6' 'i 10'-6" 10'-9. . 11'-5'- _ ... _80...-....._9D-10_. ..9 �. .... 10'-0" 10 9.:r 85 9"-6' 9'-6" 9'-9° 10'-,_5.° 90 W-3' 9'-3" .,._. ... ............1.....,._,.... 9'-5" 10-1 ' 105 a'=> T-t i' a'-s`' ems'-4' 110 �� 8'-4' T-7" 8'-7" 9'-2' 115 � �8'-2' 7--3' 8'-11' --: 125 _._ 7'-10° S7_8. a:_fir 8,_5., 130 7'-8' 6'-5° 7'-10" 135 7'-7" i 8'-2" T-9" T-9" 140 7'-5" 5'-11" 7'-7" 7'-6' 145 150 T-2" 5'-77 7'-4' 7 -0" ..._..155 Y T-Q' S'-5" 7--2" 6'-9' �170 6'79".. _ 4'-11" 6'-11' _.; W-2" ...... _.... _........._......... 175 V-7" _. 4'-9" 6'-9" i 6'-0" 180 6 -6 ............ __ 190~ -. 6'-4; - - 4,_5• 6,-6• 5'_6" 195 ..200 W-3` ........... 4'-3" 6'-5" _ 5'-5' 6'-2'. 4"-2' . 6'-4"... 5'-.3- SCHEDULE _#2 MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) FOR INSTALLATIONS W/ FQ CENTER ONE HV LOCK or or W/ NO LOCKING RODS (SEE NOTES t. tt) CONCRETE & WOOD IM%IUUY &S.D. Omw MTN T S 1 PRESSURE WALL MOUNTING ROING (P.-I.) & BOOR/CDUNG NOUNTINQ I + (0) L - (ft) _.,.. 35 14'=10' 14'=10' :.. 40 13 10 13 10" ...... __...._ 45 50 ___---...__......-._...__...,_-._._._4 60 11'-4' . i'_11'-4" 65 ................. 10'-f0" ......... _..... ...... ( 10'-10" 10-6" _-75 10' 1 10'-1' 80 9'-10 9'-To' 85 9'-6' 9'-6' 90 W-3 9'..3" 95 100 105 a'-T T-t '1- .................._............ 115 .... ...... .._.....:.:......._.:...................:...._ 8'-2' 120 8'-0 125 7'-10 µES'-11' 135 140 ...I.......__._..........._.. 7'-5' V-11'. �. 5-9. . ......... 150 ...._7'_3 7'-2 5'-7' 155 160 _._..._.... ...... V-11'. ........ _.................... 5'72" -165 W-10" .-I' ... _........ 170 180 6 6 -4'-8" 185 ' 190 ....,_�.. 6'-4 ._.__-..,...__. 4'-5" 195 6'-3" , _....... 200 6'-2" 4'-2" 205 6•_7T 4._I. No. 4.1 1 a' STAI E OF SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" R "L-" (ft.) INSTALLATIONS VJ ZNMETRICAL CENTS & ONE HV LOCKS �W/ OR W/ NO LOCKING RODS (VAUD FOR MOUNTING (@ SHEET 7) unwNVM CONCRETE 'S.D. DESIGN INSTALLATIONS PRESSURE RACING FLOOR/CEILING MOUNTWG )) OR I. OR F100R MOUNONC _ALL -L + (n) 1...._` - (n) . 3- 5 - 15'-2" 16'-10" 45 - .13,_4' 14'-3" 50 12'-3" 13 1- .......... ._._..,....:. ........_. 6D 10'-2'�- 10'-11'? 70 -- 8-9" ...... _... ...._._-: I 9-4" _. 75 I 8'-9" INSTALLATION LEGEND CONCRETE & WOOD MANSORY WALL A, B, C. D. E. M. N. 0, P, 0, MOUNTING F. K & L R, S, & V. FLOOR/CEILING G, H, 1, 11, J T. U. W & X MOUNTING & M MAXIMUM SHUTTER SPAN °L+' OR 'L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. A.S.D. DESIGN PRESSURE RATING. 'I' HV CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON .MANDATORY CONDITION #2 NOTE #5, SHEET 5. '+t EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+' OR "L-" AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE UMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. AND 8'-0' SPAN, SEE MOUNTING g)ON SHEET 7, SEPARATION TO GLASS SCHEDULE. WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" Oj HV BLADE 02020 TILTECO, INC. TILLIT TESTING & ENGINEERING COMPANY 03SS N.W. 36M SL. Ste. 303. WtGINIA GNWEN5, FLORIDA 33 Phone : (305)071-1530 . Fox : (305)871-1531 .-.oil: 6lloca600l.cam ' CA-WO6719 - WALTER A TTLIT Jr. P.E. iri inr rnerr FLORIDA U. # 44187 American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach; FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING, L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+" AND "L- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS L2+= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: Li— MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'Ll+', 'L2+". "LF-" AND 12-' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR )n High Velocity Hurricane 2020 EASTERN METAL SUPPLY, INC. wGln 1 n#►."VTM_ Accordion Shutter System KV. SLAM #1 W/ OR W/O H.V. WINDOW 13ADE iI DRAWING No I t 4 1 1 20-164 POURED CONCRETE - SEE MOUNTINGS A. 'B,_C', D:AND IF- RED CON CONCRETE BLOC}( - (A WALL HEADER-MOUNi1NG- WALL HEADER MOUNTING ®tygLL HEADER MOUNTIN ,,p WALL SILL t,QOUNTING : D WALL SILL. OUNTING C & F`WALL HEADER/SILL g •,.. W/ t �. W/ W/ x W/ MOUNTING (!t -_ .__RE HATING -1:1 . OESIim 11EGOA¢ PRE551M PAWING Sps_ AS.Dti„DE9GN NEGt1A'E PRSSNRE RA11W 197G - AS.D, DESIGN NEG4TNF PRESSURE - AID.,�SCN.NOUTNE PRESSM ,1D1G 30 �. ' 75 80 120 1 205 30 i 401 60 75 90 120 160 205 30 40 60 75 90 120, 160 205 30 _ 75 . 0 _ j120�/80�205 30 40,j 80 , 75 90 1120 1801205 30 40 6D 75 90 120 180 205 -.74 3'-0`14 12 12 :10! 79 _1a 9 8 8.8 8 6 1 6 6 14 14 12 12 10 10 H 9 8 B8 8 t 6 66 6 1412`.10 14 12-''10 9 "s"'e' BLIt e 6 6 e '6 14 14 12 12 0 10 9 8 8 8. e' 8 a _1412. 14 12 10-'9�_,_0,' 10! 9' (B-8•�et -'AB 65 g g B 8 B 8 8Bj�8 8 _8 8 7 S,S OR LESS l4 12 !'70'-, Bee8 5 Y4 12 1D 9 8 8 .�. e 6 u 12 10 9 B 8' B 8 14 12 10 9 _...... e -8 8 ..6 3 1<. 12 10 9 e e e 6 e. B B e B 81 0'85 . 14 12 10 r 8 .8 8 6._ 14 12 IO 9 8 8.:1..5 6 14 12 10 9 8. 8 8 8 14 12 10. 8 8 8 14 12 10 9 B 8 8 8- 8! 8 e B' B 14 12 10 -9 8' "8 '6 4 "14' 12 '10 -9 8 e' '6-' 8 14: 12 10 -9' 8 8 8 8 14 12110 9 -8 7 -- "- '14 12 10 9 8 7- 55 - 8 8 8' 8' 8 12..10 88 8 414: 12'10 9i8 i8 6 '6-.14 1210 9� 8 fiB a 14 7211D' 8 8 55 - 14 12 10 9 B -B 8 6 8 8 B 8 812' f0 9 e B 4.5 - 14 12 f0 9 1 6 a B: 4 14 12 10 9 e e 6 6 1{ 12 110 9 8 (8 - 14 12 10 9 B! 8 e - 'e 8 8 1 8 8!6 j7j� 5 14, 12 10 8 8'"6• 4 14' 12 10''9 8'` B 6',6 14 12 10 9' -B -8 8'-8' 14!12 10 8 i 8 ,.- 14 12 10 9 8 i 8 8 - 8. 8 .8 8I 86.6 . 4 ".10 19' 8" 8 4.S - '14 12' 10"e"'8 8:-6. 3514 12 f0 9 B- 8 8 8 14 12. 10 9 7.5,- -: - 14 12-10 B 75155 B 8 8 8, 7.55.E 4 '3 5 0 _ 1 -•- .12 _ 12 _ ff 10 _. e _ e 1 4.5 - 14 _... 12 f0 9 B e 8 3 „S 14 '14 1 2 1 Oin F�-- _ 8 - 8 6 ....... -6 14 . 12 _.._.: 1D,9T"8 1 T7 - - 14 12110 9 --r 8 se 8 ... _L a "-8� -8 e �e e g: 4 1 12- 10 9' 8 SS t- - 14 12- 10 8 8 e 45 -. 12:10 1 0 e e e 5 14 12 10. 8 18 33 14. 12 101 9 8.1 7 - -8 8 6 J 5 . 12 .:!0 8 8. 4. 14 12 10 9 8 8 6 3.5 14 12 10 9 8 8 6. 6.. 14 12 10 B 1 14 12 j10'j 9 1-8 7.5 - ; '8 8 g 8 8 75 5,6` _4 4 4. '12 12 10 10,. 9 8 8-5:51 35l-3 - 14 14 1210 "12-j 10 9 1 9 8 8 8 B 4,5. 4.5 _- - 14 14 12; 10 8 9 8818'.16 8 8 14 14 12'B5. 12 5 4 14 12 •12 i9SpJ.56.5 35 - -I .8 e "'8' 75.8545- ___.__ .... �- 12 i f0 6 6 10 6 4 �- • 14 .•_ 10 9 8 B 4 t... 8 1. 8 0 e B 8 1.115 ) 7.S .6,-0• . 12 10 9' 8. 1:3 14 12 10 i D 8 6 - -, 14 12 10 9 8 t 8 ,5.5 J,S 14 12 10 9. 4.5 - ti 12 10 i 9 T 4 -­ 8 8 8 8 75 SSA 4 3 412 a 5 -14 12 =. 109 88 4'- 14! 12 109i�'B j8 65,51412'109 5 - 14 1210_-9 �84.5,--8 e B 8 8 614,5- ' ' 12 B -8 14'- - 14 12 10 9 8 93- 3T- 14112' 10_- 7 _p. 1 12 : 8 -. 4 - _. 14 I2 10 .. 9 1 6S�{{_3 14. 12 10 9.. 8 .8 6 - 14 12 10 e 8 14 12 10 9 0 ] ' - - B 8 8 8 8 ! 8 7.5 B 12 110 8 145 - 14 12 f0 9 8 4 i -.! - 14 12 10' 9 e - 7 4 '= 14 12� 10 55 14 12 10 8- 85- -" - - 8 6 8 . 8 f 6.5 S" S.S - 14: 12 ' 9 i 7.5 A75 .. - - ... 14' .._ 12 16. � 9 6 j - W- .14 14' 12 10 9 -8 8 8 ` - 14 12 ; 10 6 - - ,.._ .., - 14 12 10 85 7 - - - 8 ' _. 8 .. 8 . B j 7 5 d - E�X14. 12 SS 3 - .- 14 1T f0 _9. e', 451- - 14 12 10 9B 8 - 14 11I7 _ - - 11 7 5.5 35 8 -e i5,5 4S 3S - - 6,_p,. 1i,(12 ._ 55 .__ - - _ - 14 12 10 .9 1 8 4.51 - - 14 12 .w 10 9 8 e .._; - _ 14 i2' 10 7 4 - !i-12 10 9 B 3 - e' 9 _7 B 1 8 8 7.5 7' - 4 4 12 i' 1015.673'- - 14 12 10 .'9 :.e -'-' 14 12 10 9 6. 5S --"14•12'&5 •- 3' -;-'i12 8.5 h 4.. .fl a e.`7 S.5 4 3 14 12 j,10. , 9. 5 - - - 14 12 10 9 ' 8 4 1 -' - 14 12 10 9 `8 8 - 14 12 9.5 ! - - i - ' - ' 12 9.5 7.5 451 - ,__ - 6 ! 8 ! 8 7.5 '6 4,5 �- ! 14 12 !:10 6.545 _-- -..14 10 91J.51_. 1' 14 12 10 9 '8 -'- -= 13 '9.5 4 '--i-1- :9.565 5' -;- -!'-' 'e 8+6:5 S d 3 '14 12. 7'10 6S 4 14 .12 -12 }0 9 751 14. 12 10 9 g - -' -. 14 .12. 10 ( 5�.,, f-14 ,12 10 B 5.5, - - g ili 8 B 8: 6S5 6 3 14 12 8.5 4 - - is 12 10 9. 4S - 14 12 10 9 7.5 - - 14 11.5 4.5 ! 4 i - - - 115! 7.51 6 - - 8 ti7.5 6 -6- 414 12 �10)B 4 - --'- 14 '72 10 9;'7' - - - 14 12 1D 9 -8 - - - 1412. 9 - - - - 12 8'6S1 .--"- 8!8 B.gS SS. 414 12 12 9.5 9.5 5 5.. 35 35 1- 14 74 12 12 10 10, 9 9 L5.5 5.5 - -- - - 14 14 '.12 12 10.14 10T9 B j- i 14 12 7 12 1017.5 5�8 8i75 4514. 1255 'J _ 14� _72 -IO 6 _J - - - 14 '.12 10 f1 - __„•j !_.._. 14 10-5 3 14 10.5 7 3.3 - B -8 74 12 9 4.S 5 - - - 14 12 10, 9-1 8 - ! - 14 11 - - - 14 ,11 75 - 14. 12 7 - - - - - 14 12 10 - .j - 14 l2 10 E - - 10.5 8 - - - 0.5 a 5 '- - e• 8 - 5 : 4 3.5 11 0 _,.,,. 14. .., 12 _.... 7 -- 14 12 ,1 10 "- j _ 14 12 10 I -' �- ti /2 5 _ _ -- 14.12 .10 �8 - 1 - - w8- B 8..; B B 7 35" - _ 14 12 4 - - - 14 12 ! 10.-"-:i - 14 _12 10 - .25 9;5`! - - j -I 2.Sj9.5 - 1 - - 8 8 8 S 4 3 i I4: 12 6.4 - - - 14 12 . 10 1 - - - 1'- t412 10 - - 3.5 10 ! - - i - 14 , 10 7 8- - 8 i�7' S.5 4.5 -- + - 14 12 5514,,14 '12 10 - 95 7 i -'f 1 IL5-1 7 3.5 12 -0` 14 12 S 5 �; 14 112 10 - - - - 14 12 f0 _- t d 12 i 4 _ - j 14 12 10 8 8 B 8 8 8 1 3 14 12 3 t- 74 12 8 v- - - - 14 12 10 -!1SH5.,- 1 I-' 11.5 &5 4 -et B 5.5 4.S 4 �- 14. 14 12 10. - - - ; - - 14 12 10 - - - - - 12.519,5 I - , - 1 - - 13.5 9.5- 4.5 - e 6 ...5 5 4 _f - 14 12, -, - _-, .14 112. _. �,, _-_ 1 _- _- .14 12 - - - - 9 45 - i=-' 9 65 - _- - - I 8 6S 4.5 3,5 3 - 13'-0' /4 _. 12 __. 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S.S 4 3 14..-.t - 14 ...._..�.W...._ - - 14( ;_ f i_ - _.7 _7 - - 7'S51. - 14 _.__•' 14 - - - - - id ... s._ ._ 3 - 16'-0` 14 - _. 14 __ - - -- - _ ._. - } - �F s - Bj85 4 -7.5 14 - 1.- -"- .- 1 - 14 _ _ _ _ _ _ _ 14 --i- _ - - - ..... _ 9.5 _i_.:.- - _•. t_ _._ 951-7- _. 1-y._. _..1--._L."7' 45 __- _ ` �ILl97t, PP TT (,EN No. 441:C o'• ATE L STATE �i� Fs • •' • • • �,�a, 7 �/Zp2[7 02020 TILTECO, INC. �T�ILTE TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 361h. SL, Ste. 305. VIRGWW GARDENS, FLOMDA 331 Ph- : (305)871-1530 . Fax : (305)871-1531 e-mail; tilteco®ool.com CA-0006719 WALTI]T A. TIL UT Jr, P.E. FLORIDA U. B 44167 ��. - TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET'13 ♦ SEE LIMITATIONS OF USE FOR BLADE to ON SHEET 19 '`1 HV BLADE OR. HV BLADE. W/ �� HV. WINDOW" BLADE WORKING IN UNISON AM a *. ,AM - American Shutter Systems Association, Inc. 4268 Westroods, Drive West Palm Beach, FL 33407 CODE (Non. High. Velocity Hurricane Zonl © 2020 EASTERN META!• SUPPLY, INC. BERTHA W Accordion Shutter System KV. BLADE #1 W/ OR W/0 Kv. WNDCIN MADE :V. N DESCRIPTION DATE DRAWN BY: N.P "I OLD 17-107 - 1 /2/202 DATE: 7/2/2020 3 DRAWING No 4- 20-164 (SEE MOUNTINGS I. G. & H P'OLgm CONwM✓CANMwrE B10CK kawlx_ SPAN E@WALL SILL MOUNTING I G CEILING MOUNTIN - - QH FLOOR MOUNTING (f1) DEM NE89NE PRESSURE KITING D. DESIGN KEGOBE PRESSURE ftAT6HG Ps ' _,1 30 40 60 ,7*5 9D j120 160 205 30 40,1 1.7 90.(120 160 ... 205 . 30, __....... 40 5 90 120 160 205 ' u 12 10 S. e) fl e 5.5 14 121101 9 68 6 6 14 12 8 e' 6 6 3'-0' 14 12 10 :9 B 8 6 B 14 12 :10 ; 9 B 8 6-- 6 14 t2� Id" 9 .e e.. 6 ..6 OR 14 12 �. 10 _._...._. 8 8 _..... 8 _...._ e _..._ 8 .___ 14 ___�..__....__ 12 ; 10 a ............. 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ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. 1"e - 3 k01) - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT.W. BUILOEX. (Min. 1'c - 3 k.0 ANCHORS SPACING IEGEND - 1/4'0 x 3/4' ALL POINTS SOUD-SET ANCHORS, AS DISTRIBUTE BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. Pc =. 3 ks!) (Min' TAPCON OR - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED 13Y FLORIDA FASTENERS DIRECT, INC_ (Min. fc - 2 WI ADVANCED TAPCON WITH - 1/4.0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY THREADFORM TECHNOLOGY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min, fc - 3 kei) ALL_ POINTS SOLID-SEr NOTES:.BLUE �� TAPED/.CAP A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPGON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ TAPPER+ ANCHORS IS 1 3/4% AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2. A.2) MINIMUM EMBEDMENT OF 1 /4'0 x 3/4' ALL POINTS SOUD-SET ANCHORS SHALL BE 7/6' INTO THE POURED CONCRETE NO EMBEDMENT .. INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, AND ♦ SEE Uu MNS OF USE FOR 1' MINIMUM FOR WALLS WITH NO STUCCO. BLeDE ON. SHEET 19 A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON. NOTES A1) & A2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 1: V B D OR 1 HV BLADEW HV WINDOW BLADE -WORKING IN UNISON„ (3) TO EXISTING CONCRETE BLOCK: (ASrM C-90) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. - 1/4'0 x 3/4' ALL POINTS SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 1/4-0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT. INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR .REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC. NOTES: ELI) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4- AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SCUD -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO TIIE CONCRETE BLOCK NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALE. BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. AND I' MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES: ANCHORAGE SHALL BE AS INDICATED ON NOTES ELI) & 8.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER, FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.O.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE: VERSUS SPACING SCHEDULE FOR ANOFIQR -` ' --- - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE FACTOR _. .. ACTUAL EDGE TAPCON - TAPCON WITH ADVANCED ALL POINT SOLID SET BLUE TAP W / CAP TAPPER. + .....MIN. SPACING . . DISTANCE ---. THREADFORM TECHNOLOGY E.D. MIN. SPACING 3' .__.e _..._ _.. , MIN. SPACING - 3' -* MIN. SPACING -- 3 1/2' � MN. SPACING = 3' 3 3/4' . -4' POURED CONCRETE POURED CONCRETE CONCRETE HDIX POURED CONCRETE'& "POURED CONCRETE & N01➢iE➢ OONQ£IE OOtY.IifTE (AO(Y( CONCRETE BLOCK M!L M.3. A J W,, EE1.3 1/2" - MIL ED. 2 1/2' : CONCRETE BLOCK MIL E -3 1 2- CONCRETE BLACK MN ED,-3' 11t1 EA..3 1 MR. EM-2 1 Y / 3' 1.0 0.90:.:. to 0.78 1.0 - 0.B4 1.0 2 1/2 0.01 1.0._ .. ' _ _..... .. ....___ ` -_ 0 67 1.0 9.71 1 3/4' - 0.91 - _ 0.43+ 1 1/2' 1 0.35 - - - 0.35 - - FLORIDA BUILDING CODE Hurricane adRl f11111 11IpUAAih 02020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. �? �,cEP, s '' �'�BERTHA n V TM F Accordion Shutter System No. 44 67 American Shutter Systems BLADE #) W/ OR W/o ►iV. WINDQJJyMADE TILLIT TESTING & ENGINEERING COMPANY Accordion DESCRIPTION DATE DRAWN BY: UP ='d'• STATE F 6W5 N.W. 36th. St.. St,. 305, VOMINA GAMENS, FLOWOA 3316 ASSOCIOtIOn, Inc. _ N" OLDS17-107 /2/202 DATE 7/2/2020 Phone : (305)871-1650 . Fox : (JOS}871-1531 4268 Westroads Drive 2 'soc' PCORI F �a`��.�`� e .Ill:A-00tiilt..0...rn West Palm Beach, FL 33407 3 DRAWING No d 4 ....... C ' - .. - WALTER A TILLR Jr. P.E.l 20-16'4' /''YhY/ONA` n`riml\�`r.! ir,n•,ernnrinerr. FLORIDA Uc. B 44167 5 sHEEI•. . MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. 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TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. 36te. III.S e. 707, NRCIN A GN 0EN5, F7D M 73 *: STATE F W' . �'.• 'ZORI Q Lp; Phone : (305)871-1530 . Fax : (305)871-1531 a-ma8: ��i �stS ••••••• -000'6 ER A i10oal.wm WALTLUTIJr. P.E '''r l� FLORIDA U� # 44167 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VAUD ONLY FOR UP TO +70, -75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 HV' BLADE ONLY FLORIDA American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 P 2020 EASTERN METALSUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BADE #t W/ OR W/o H,V. WINDOW EVADE T7-1 3 I ' DRAWING No 4 1 1 1 20-164 C MAXIMUM A.S.D. DESIGN PRESSURE RATING (D c.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (jn,� SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE AS.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16 & 17). 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'12 12 9.5 0 " 7 12 12 8 6.5 5.5 4.5 864 �';-121035 6513.5--. 1210 E--853.5----65�- 121212,1.5'9567212118.576.121.517.5654 13'-0' 12 10 - - - 6 fi i- 12 10. i _, 6. 45) - -_I 12. 75 _ (^ - 6 14.5 - - - - 6 4.5 1- 12 12 12: 10:585 7.5 12 12 10 B 65 55 12 05.7 55' 45 4 14'-0' 1 12'0 -,-,- -. 6 5.5 -,-1- 72 �7 -i-"-••_Y 55451 {t 12. ,7, - .5 €45 :..,.. - 63 - ......._12 12 12 8 6 12 12 9575 '6 4512 9565 5 4.3- 15'-0' 12 - - - .- - 6 - - - ' - ; - 12 - - - - - '.5 - - - - - 12 - ' - - - 5 1 - - - - - 6 - - - - 12 12 111 9 i7.5 5 12. 12 �8.5 .7.....6., 4 19 9- 6 SW 4 - 16'-0" 12.1�- -;- - -6 - - -,-,- 121- .- - - 5. - - - -,- 11.5 - e '- 5 e-. -.-..- - 6-.-.. - -:- - 12 12 i10.`8.5--,6.54.53.5.-.. 1 HV BLADE OR t� HV BLADE W,/ HV WINDOW BLADE WORKING IN UNISON` ♦ SEE LIY ATONS OF USE FOR CLAD � ON SHEET 18 •I' NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL. FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: • -SOUTHERN PINE N. 2 W/ C 0.55 (N.D.S) WCONANCHORS.AS ANUFACTURED BY I.T.W. BUILDE% W/ MINIMUM EMBEDMENT AS INDICATED AT OUGLAS FIRN D EACH SECTION ON & 17. PFIR NORTH W G-0.43 (N.D.S.) EXCEPTION: SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/ G-0.36 (N.OS.) -MIN. 1/2" COX PLYWOOD (1986 APA) 2. ANCHORS TO HOLLOW CEILING 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 T14E ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 1t1111H11111 �bAA 02020 TILTECO, INC. � .". .., 1 S INC © 2020 EASTERN METAL, SUPPLY, A. Tf t/T J,' BERTHAHVTM ���EN 9 gAccordion Shutter System L i. it INC.. AN'*r MAN HV. BLADE #1 W/ OR W10 H.V. WINDOW RARE 1y0, 44167 = American Shutter Systems * _ TILLIT TESTING &ENGINEERING COMPANY Inc.Ev, N DESCRIPTION DATE DRAWN 7 2 L C • Q55 N.W. 38tn. SL, Ste. 305, WtGINiA GARDENS, F1.OMOA 3318 Association, c, OLD T7-1o7 /z/2o2: OAATEi 7/z/zo2o A,. STATE , r Phone (305)871-1530 . Fox : (305)871-1531 4268 Westroads Drive 2 DRAWING No '�.�� • F 11Q a mull: Ute=eoa1Isan West Palm Beach, FL 33407 3 ����'., FOR v,.• .. _..... WALTER TILUT19r. P.E. 20_ 64 �4i Fs �`� A FLORIDA Uc. 8 44167 .. s - - SHEET iprAr3lON, � ��A�EAL/SIGNATURE/DATE R t5 nr 9n INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & f�� HVf BLADES AS APPLICABLE I MAX. SHUTTER SPA L+ L— OR I L 7 0 S IN WO D I H E ONLYSHALL' r''Y"LL FI"'s" B LIMITED TO 105.0 s .S.D. DESIGN ---PRESSURE RAT G _ SHEET 19 FOR. MAX SPAN & =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 ` Y'' I 1/4"0 TAPCON OR rr� z" W/ 1 1/2' Min. PENETRATION >! >,./ _TAPCON WRH ADVANCED THREADFORM TECHNOLOGY T OF THREADED AREA TO W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING _ 1' EXISTING WOOD HEADER. 1" _..__: i; WOOD HEADER. (SEE SCHEDULE ON SHEET 15) R MIN. SEPARATION OR (SEE SCHEDULE ON SHEEP IS) > i i i ) T SEE 1 4'0-20z3 4" S.S. MACHINE TSCHtEDULE ONO GLASS SHEET SCREWS W/ 1/4'-20 NUTS a 11 FOR BLADE ®AND -........ o . I ®x ® ® 12" O.C. IX4 SHEET 19 FOR 3 tt' 1" Min, , .. : / J ,. EXISTING ®,TIES O k QTy I :r t I 1a itt cvss,.A1 a i^ Y. II Irl p f �:� 1 #'rYY�I 1 10✓ & WALL if 7 MT FINISH I,i 1 11 1i: j • Iz I .., Il_—OPTIONAL I u 1 ISTI.NG MIN. ,V ;l FINISH '•• DR2x4' WOOD &ISTING MI. 121 HEADERREQUIRED DR® —2x4" WOOD •) 1 \ v V HEADER REQUIRED I; I U 4 111 tiI !: 1%4"¢ TAPCON OR TAPCON WITH ADVANCED EXISTING LON. SEPARATION I I.l I...__f11 f l{[L t ;4 P. ?...,.7HRF1.[JFORM TECHNOLOGY W/ 1 1/2' CLASS—( TO GLASS (SlF 4::•1 # - }i 4 t( v Min. PENETRATION OF THREADED AREA TO I—_SCFif7DULE ON SHEET - I ry MIN. SEPARATION TO CLASS EXISTING WOOD HEADER 11 FOR BLADE ®AND ,,,(SEE —(SEE SCHEDULE ON SHEET 11) (SEE SCHEDULE ON SHEET 15) ON SHEET 19 ..4. 8 BlPDES m k 0.... .' �, t,t PLATE RED . SILL ®HV WALL HEADER INSTALLATION O HV WALL HEADE�t INSTALLATION OH. V WALL SILL INSTALLATION _...._.................. _........_...._. _ _ IXISTING-S-•---•--..- _.. _-. - —w--=. -.... -.. 1 MIN. SEPARATION TO GLASS -. _ , . GLASS fOfISTING (SEE SCHEDULE ON SHEET 11) t kkk i MIN. SEPARATION TO SHASS EET o--- ) (SEE SCHEDULE ON SHEET _J F?"jE '.T•. �I I I ;' ) 3 �` -L\ EXISTINGMIN. SEPARATION TO GLASS 2"x4CO (SEE SCHEDULE ON SHEEP 11)GLASGLASS —9 D PLATE ( S.S. WOO REQ D. 1/4'¢-203/4' MACHINE SCREWS 4•¢-20x34" S MACHINE SCREWS USING' -20NUI i II, ...I \ FINISH i' \ I \� �,. iI D.C. •_20 NUTS 012•-� + `i T r ..I l _ ® 12" D.C. i (� iK` K ,: `'✓ I -� ` -a �-y _....1,!/` f'y, t ) OR) 8 �(�(/�' ) OR) 8 - �I!R11 2"x4' CONT.- WOOD PLATE REQ'D. Sit XtlTl01 ..,.t ^f -^ @ OR 'I EFE 1 {fJ' i 1/4"0 TAPCON OR TAPCON WITH ADVANCED I�}5; 6S }k t=..-- i THREADFORM TECHNOLOGY W/ 1/2" ix- 1i..i,, I,' 1/4.0 TAPCON OR jgQg: { Min. PENETRATION OF THREADED AREA INTO PLYWOOD ;• TAPCON WITH ADVANCED, 1-SEE SHEET 4 FOR TYPICAL (SEE SCHEDULE ON SHEET 15) IXISTINC MIN. 2'z4' I/2 MIN. COJ�] L THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. ' STUDS 0 16- O.C. MAX. PLYWOOD REO-D. W/ 1/2' Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2' MIN. CDX PLYWOOD REO'D. WALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO REQ'D. PLYWOODTO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. MIN. 2'x4" STUDS 0 16' O.C. MAX. REQ'D. ATTACHED TO STUDS IN TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH ---"-- TION 2308 OF THE F.B.C. SECTION 2308 OF THE (§) HV WALL' SILL INSTALLATIONS ♦ sEE UM�TfONS OF UOF _L_ SILL__ INSTALLATION F.B.C. BLADE ON SHEET 19 `�a\ R l�• N `� ' JGENS V =` No.441 �Ij7j _ 02020 TLTECO. INC. TIE Nc. TILLIT TESTING do ENGINEERING COMPANY 6'. N.W. 36th. SL, Ste. 305, NRG.LA GARDENS, FLOR 0A 33 Phone : (305)871-1530 : Fax : (305)871-1531 —ail: tilteca0aol— CA-0006719 Wiowan Ll e 44167 o'• STATE O 4�,C FCORI� '���''�ii;,S�ONAL �` �� �� �f �� T,• �, ._� 1''Min. 1 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 4 CONT. t^ TECHNOLOGY W/ 1 1/2' Min. PENETRATION PLATE a OF THREADED AREA TO EXISTING WOOD HEADER. D• 1 l.I.L.1� ��"•WALL (SEE SCHEDULE ON SHEET is) FINISH ®HV WALL SILL INSTALLATION FLORIDA American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane 0 2020 EASTERN METAL SUPPLY, INC. BERTH/ HVTM Accordion Shutter Sys KV. MADE #1 W/ OR W/0'KV. WN M BIJ1 N. N -. DESCRIPTION DATE DRAWN BY: 1 t ..OLD 17-107 Ell.].: T 2i a DRAWING No I 4 20-164 WALL FINISH SPAN & DESIGN 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION 1/4"0-20x3/4' S,S. OF THREADED AREA TO EXISTING WOOD HEADER, 1" PHIWPS TRUSS HEAD MACHINE SCREWS (SEE SCHEDULE ON SHEET 15) W/ 1/4"-20 NUTS I /.'l ,--EO --Ep- •""- ® 12" O.C. 257 ��t ) � ( I OPTIONAL I (_EXISTING MIN 2 EXISTING-14 HEADER REO'D GLA55 I(-._____.....__.___,..— MIN. SEPARATION TO GLASS 8 (SEE SCHEDULE ON SHEET 11 ( HV WALL HEADER INSTALLATION 1N-S E SHEET 4 FOR 7ITM SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. MIN. SEPARATION TO GLASS EXISTING (SEE SCHEDULE ON SHEET 11 lA css 9 9 J Q WALL--, C"'T_1 Ifr.7."`w..,.._.. FWISHI 4"x8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY - OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OF ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/4"0 TAPCON OR '"'— TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Mi, PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) I I EXISTING GLASS I �. I roc #14x3/4' S.M.S. or 1© or Ili .I llt H--� OPEN HOLE AT EACH-./ STUD TO ACCEPT i � I T 5/16.0 LAG SCREW AT CENTER OF TUBE. EXISTING LEN SEPMALat GLASS-1 10 GL (E E 1DOR &—j 11 rGR a roaJof 1 I wA UT 19 xFIN w (IF APPLICABLE) - EXISTING WOOD -"" TRUSSES OR /2. OTC. R 0 24* —_. ... ___� EXISTING SOFFIT 3/4' Max. THK. .._.. _,.. 1'x4"x1/8"'CONT. ALUM. TUBE r(6063-T6 ALLOY) W/ or Q Or Q (3)5/16"0 LAG SCREWS TO EACH RARER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 2" Min. PENETRATION OF THREADED AREA VAUD FOR INSTALLATIONS WITH 72pof MAX. A.S.D. DESIGN LOAD AND 9'-0' MAX. SPAN, THIS INSTALLATION IS ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.52 AS DOUGLAS FIR OR SOUTHERN PINE No. 2; . OR EQUAL. 2"x6' MIN. WOC DECK REOUIREC (NO FINISH ALLOWED) Oj-^---",51AjW1111 .`e`�J 3 3 EDGE OF DECK''{,,✓ OF � q� '1� '•E0-' i IF APPLICABLE a _ EDGE OF DECK DECKIF!� - F APPLICABLE I 1/4'0-20x3/4' S.S. APPLICABLE..,...- I I k ` • }� 1 '� ^ 1/4"0 TAPCON OR 1QQ H"WPS TRUSS HEAD 2 1 I - i TAPCON WITH ADVANCED Min. MACHINE SCREWS 'I-.�—......- --ti 15 2 x4 CONT. I THREADFORM TECHNOLOGY W 1 4"-20 NUTS 1/4'0 TAPCON OR TAPCON WITH ADVANCED I SILL PLATE ; / / t! THREADFORM TECHNOLOGY W 1 1 2 Min. ( --2 MIN.— 1�a f 'i W/ 1 1 2' Min. PENETRATION 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM.--f L�_ p���TION OF THREADED / / eiiREOD L i1 OF / ® 12" O.C. TECHNOLOGY W/ 1 1/2" Mn. PENETRATION OF THREADED 2" MIN, , �" EXISTING�WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) AREA UL EXISTING WOOD HEADER. (SEE (SEE SCHEDULE ON SHEET 15) - SCHEDULE ON SHEET 15) ♦ SEE U1A ATIONS OF USE FOR (X).HV WALK —OVER INSTALLATION �Y HV WALL SILL INSTALLATION BLADE 0ON SHEEr IB WO HY FLOOR INSTALLATION - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone `/... 02020 TILTECO, INC. .._ , 02020 EASTERN METAL.SUPPLY, `�P\ ��CENs �� �VS . / No. 441 7 L d 6 . N Aw . .An Accordion Shutter System Am an Shutter Sy FL &ADE1 W/ OR W/0 RV. 1MIDON BLADE V. Tk -- TILLIT TESTING & ENGINEERING COMPANY American ShU r stems (v. No DESCRIPTION DATE DRAWN BY: M.P 'z -a'• STATE 6 � ���` N.W. 36Ix. $L. SM. 305. YIRCWW GARDENS, RDPoIM 3316 Association. Inc. 1 OLD 17-107 /2/202 DA1c 7/2/2020 Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 �OR1p ��� a -mall: tlltew®aol.com West Palm Beach, FL 33407 J' - DRrA�WING No +A / O'••••.•• \lll`crAl /clr"xi WALTER A TILLR Jr. -E. 4 A 1 FLORIDA Uc. 0 44167 5 CLJCC'r ......: AT. nor /„ Arr MR SEPAFWBON TO MASS (SEE EXISTING S LL'. IE,D. GLASS\ I CN� Q I ALTERNATE.... ANCHOR _ LOCATION Max. 2"x6' MIN. WOOD, --- DECK REQUIRED (NO :. , FINISH. ALLOWED) ,,�(.',_-:- #IOx3/4" HEX WASHER HEAD TEK SCREWS ® 12" o.c MIN. SEPARATION TO GLASS (SEE SCHEOUI ION SHEET 11 I EXISTING i ` GLASS j I z Ya• YD W000 SM (AS APPUGBLE EXISTING GLASS I_ END INSTALLATIONS i1 i HV BLADE OR GA� WINDOW BLADE INTO 2"x4" MIN. --WOOD STUDS 2 4 Wn WOOD SNDS REO'M 2 4' ON. WOOD STUDS REOb. iMCHOR O 6' O.C. f SIUW OR W/ MDL I-._ 1 l I. I ( '1 TO GLASS (ME I�..�~y.:LL:.,:.,yt a'' e ::.+..-1/z• MIN. CDx ty SQT .� PLWODU, 1/16'+3.4 11 PORADP TON SEEP 19 7iii ""WP11JM. I SAOM®s CLOSER ZER '1 2• N. PIAIE, (LOUTE AT EIMEA SIDE Of ©) - /1W1/T' S.M.S. 016 O.C. SY.S. 016 L D.C. O.0 OR 06.70•©-©•07•®- END CONNECTION DETAIL �CGSGNO GLASS � 1/z' T GISEE N ON �. .. J11 wGLACE m y( -1/2• MN, Cox ON SNkET 19 FCR PLYWOOD.I f1A06 m6.® OR ®� , END CONNECTION. DETAIL Dom C S 1/4-1 PENEI END CONNECTION DETAIL (A � t L �: -- �:: "A -=== EXISDNG GLASS 1/2' YIN CDx ✓' TO s^+?`�•• PLYWOOD. .:' 1/2' S�TO ON 11 W2 ELAE ON stEr is I ®h IUE 1• aR z• YA[ E15111uUliFf/t'it/olC z• 1, — — I — ---.,. . (BOGS-TE YOL4w1n J,A• '. AL" AT ✓ ��. Tu11111 AT 1= Z4,,.. AT arNER 6iaE a �) 1 J I L OR ®* F -END CONNECTION DETAIL • R=RW ONLY MR SPANS GRFATOW 111Mt 12'-0' SEE LIMITATIONS OF USE FOR BLADE to ON SHEET 19 CR®OROOR CR@OR qOR 1 •` i'—^�—��" 7' Q3-C•Q-Q-tiy'®- WAIL f1`a5H 2'•a' MEL WOOD ' L. �•�'-©•Q�-Q,�- SNDS REOb. END CONNECTION DETAIL (9 END CONNECTION 1� iJ WHL/. --©'�--@'@- - RNKII.. i •�-�j•�.© DETAIL 12 � UGRCR(gOA(to PLA �- CN N RETAIL X VIEW Y . FLORIDA BUILDING CODE( Non .".High Velocity Hurricane Zone; ``��� ,;,,• �P �C ENS No. 416 _ 4 = * ice•• STATE.OF s�O�•• �.� ^ ORID ''�i��FSST�••....••' A� (E ��/''Qi ;I�q; = �� _} : (` W�� .••' Q \�'� r 02020 TILTECO, INC. T L E C O N AN II III,Am American Shutter Systems' Association, Inc. 4268 Westroads L49ve West Palm Beach, FL 33407 02020 EASTERN METAL SUPPLY,, INC. BERTHJA HV7`M _. Accordion Shutter System H.V. BLADE #1 W/ OR W/0 RV. WN W I�ADE TIWT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SL, Ste. 305. WiGINIA GARDENS. FWRIDA 331 Phone : (305)877-1550 . Fax : (305)871=1531 e mGCAmW08C..I.— WAITER A TIN Jr. P.E. FLORIDA u.. y aals7 Ee R DESCRIPTIDN DATE DRAWN BY: MP 1 OLD 17'-107 /2/202 DATE: 7/2/2020 DRAWING No q �+ LOB � V4 3 _. p\� P.E. SEAL/SIGNATURE/DATE 4 s SHEET 8 DF 20 6 ELEVATION LIM SEPARATION TO GLASS EXISTING GLASS --(SEE 904DLIE ON SHEET 11 FOR HADEm --- ---- .._---___---_____ r.N SYMM RICAL CENTERMATES . 2� W/ OR 5 AND •--•- �' IN 0 (S NOTE 4 ABOVE) PLAN TYPICAL•T, HV BLADE WORKIbIG IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* N.T.S. 1. MAX. A.S.D. DESIGN PRESSURE RATING: +110, — 110 p.e.t. 2. MAX. SHUTTER SPAN: 96' 3. ALLOWED MOUNTINGS: A D, 0 & H ON SHEETS 6. 7; AS WELL AS MOUNTINGS M. O. T. Utt//��& W/�/���OrrN(( SHEETS 16 & 1777... C&ONLY T, C EDD RMA MUST ESYNMETRICA(BCLUDED AT SWG L O)UF. IN CASEEOXTERIOR ACCESS SIDE F OPP.QNG OR OPPO CENTER 5. (A) HV WINDOW BLADE 1@ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES) FOR ® PER BLADE AT SPACINGS .SHOWN ON SHEET 4. . (9) MIN. CLEARANCE FROA TOP OR BOTTOM EDGE OF HV WINDOW BLADE OF ANY 3.0 HOLE FORSHALL BE 12'. (C) FIRST OR L5kT BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE W (D) HV WINDOW BLADE 1© MUST BE USED ALTERNATE TO A SOLID HV BLADE(D THROUGHOUT SHUTTER'S WIDTH. (E) CEj{[ERtdATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE 1 AT EITHER. SIDE OF THEM. (F) POLYCARBONATE HV WINDOW ® SHALL BE INSTALLED SO TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW MUSE BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, INC. .6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15, AS LIMBED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABCVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 8. MINIMUM SEPARATION TO GLASS SCHEDULE, PER ASTM E-1996: WIND ZONE MINIMUM SEPARATION TO GIASs� 1 THRU 3 4 (i - P - G }{ _ = ? No. 441 * STATE o %� , �ORID �''���I,.NAL.. �'7 7 `�"-.... �TILLIT :f'-Ve� '`��� „\t`���. 7cln,ierlinr7rATr - 02020 TILTECO, INC. r L E C N I LvluII UlHLLA111 A S m an e ■ ■ A B�IC ShutF r SyStOrt13 Association, Inc, 4268 Westroads Drive W0S( Palm Beach, FL 33407 UUUL t,-■U'i■uyn retoctTy nurrlcane Lone' 02020 EASTERN METAL 'SUPpLY, INC. BERTHA HVTM Accordionutter System N.V. BLADE #1 W/ OR W/o N.V. WNDOW R" TESTING & ENGINEERING COMPANY 6356 N.W. 36th. St., St. J0.5, VIRGINIA GARDFTS. FLORIDA 3310 : (305)871 -1530 . Fox : (305)871-1531 e-ma0; tilt-0-1. CA-0005719 WALTER A TILLIT Jr. RE FLORIDA IJ.#44,67 EV_ N DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-107 7/2/202 DATE 7/2/2020Phone 2' - -- DRAWING No 20-164 3 � - 4 � 6•x 1 1/2•x 0.035' THICK Min. 1IVJ 1 ALLA Min. ASTM A-653 GRADE 40 T 'R'; hlax Min. 0-60 OALV. STEEL ' METAL STUDS AT 16• O.C. w._43b - !,® 6" D.C., 40 41 .1 NIT. e 1 4'x 0.036• THICK Mln. o 'I CONT. -ALV. STEEL TRACK CWJ4NEL, n� _V� + I..� ASTM A-653 GRADE 40 Min. G-fio ®6' O.C./ 0 6 'O.C. GALVANIZED FASTENED TO STUDS W/ (2) #60/2' TEN SCREWS ON STING FINISH INTEPoOR & EXTERIOR FACE AS APPLICABLE I y i MIN. SEPARATION EXISTING GLASS —I«"' TO GLASS -- (SEE SCHEDULE) i 1 >1gsl Ix I rh l (TYp,) I � i l 0 �l 3/45, 8 1/4'x O.OM' THICK Min, i EXISTING FINISH CONT. GALV. STEEL TRACK CHANNEL, I CAS APPLICABLE ASTM A-653 GRADE 40 Min. G-60 ._!..__ GALVANTZFD FASTENED 70 STUDS ......', W/ (2) 86x1/2- TEK SCREWS ON j . INTERIOR & EXTERIOR FACE N YY k 1 / rL V DL-MUC. dL r1 V I+LIV I ttCMA I L3. (L�-12.000• Max.r . INTO METAL STUD WALLS GENERAL LIMI ONS AND CONDITIONS OF USE: FOR BERTHAQ HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX A S D DESIGN PRESSURE RATING: +75, - 75 (psf) 2. MAX. SHUTTER SPAN: 84" ' 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK .ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT -EXTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. 'k* BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WITH BLADE 1Q TT6-x 1 1/2'x 0.035' THICK Min. ASTM A-653 GRADE 40 •) I 2;' .p110K 0 6" O.C. Mln, 0-60 cALv. STEEL 1 MS METAL STUDS AT 16' D.C. WALL HEADERISILL INSTALLATION n. t. .. ............_. _--_---_ _----� — EXISTING GLASS _ - #: SYMMETRYCAL I 1 SYMMETRYCAL I r 43a 43b 43c CENTERMATES ;CENTER ATES W ! l I 1 II "l (.;EXTERIOR ACCESS SIDE: l I ;.,INTERIOR ACCESS SIDE --- -------- ------- ----- ------------------------ ---- IN ---- AQY(6" Min.) -_ ---- - -- _— ---_ = ___ —_=_ — �. 21 rl' _ ,".21 __• t � ---- --_—y__---- 6 #.`✓ �12 - ._,,;_.3 1/4' (TyP•)—"` 11 (6 Min.) I_.:.....�__ _. 24 (Cont) - ..:.�....._._._6 1/2' (TYP)-::W:.7.-.-,7".....,.,.., _._ .__r 7•.:_..:. F� HVB BLADE SLACK DETAIL HVF EVC `flit n1 t1 ``````Ay �•. I,^;+��p�//'' 02D20 TILTECO, INC. ' 3 No. 44 6� /71 L7E::Ci �pc. _— * TILUT TESTING & ENGINEERING COMPANY STATE F fiTss N.W. 35n. sL, re 3D5, vwcHw GARDENS. FLORIDA331 L p •• Ph— : (305)871-1530 . Fax : (305)871-1531 tilteca�aoLcom �i F •''•...... •. •' � �� _ C4-0006719 ���A�ips1ONA1 �PSEAL/SIGNATURE/DATE FLORIDA U.. j 44167 3a _1/4"m NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE N 3,000'._�, WIND ZONE MINIMUM )SW E-1996 SEPARATION TO GLASS 1 THRU 3 4 -• •7" 4.. 43c LENGTH + 1 43 .1 /4"0-200- BOLT MUST PENETRATE 430 1" �1.373"-I a I 250 I- .050" n l" 1/4'•0-20 THREADS 4301 /4"0 ELCO CONSTRUCTION PRODUCTS FAD—LOK HD COMPONENTS -.._EXISTING FINISH AS APPLICABLE 1 (TYP. TOP & BOTTOM) SCALE: 3/8"- 1•' - - --�— 1 3/4'x 6 1/4•x 0.035" THICK Min. t CONT. CALV. STEEL TRACK CHANNEL, CI ..... t ASTM A-653 GRADE 40 Min. G-60 ; I 2- TEN SCREWS ON ri�W/ (2)MB60 MIN. SEPARATION•, VARIES ' TO GLlSS 2 .; INTERIOR & EXTERIOR FACE (SEE SCHEDULE).':.Max,.'.:; .,.• .:; , is :.: I • .' ' k-e = 12 ly -- 1(2) 42 --r - ----- - --------- LOCATED AT 12 . HV HEADER/SILL ENDS VIEW .Y SIDE CONNECTION TO TRACK -•--6 1/2' MAX. SLACK- FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' _ = ■ American Shutter Sysfems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accotdion Shutter System H.V. BLADE #1 W/ OR W/o H.V. WINDOW BLADE Ey, N DESCRIPTION DATE DRAWN BY. M.P T , OLD 17-107 /2/202C DATE: 7/2/2020 z` DRAWING No 20-1 64 3 5 SHEET 20 OF 20 '6