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HomeMy WebLinkAboutProduct ApprovalILL 44 ."#! All I BCIS Home i Log In User Registration Hot Topic Submit Surcharge stats & Facts I Publications Contact Us BCIS Site Map } Links Search j Ploi da Product Approval -iM/ USER: Public User ur Product Approval Menu > product or Application Search > gpplication List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL389-R10 Revision 020 Approved Fill e, Cop. REVIEWED 11R CODE COMPLIANCE S'T. L CIE COUNTY Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley I rodrig uez@ easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordio Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tillit, Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 2/31/2021 Validated By o ry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FI.389 R10 COI COY ASSA BL.ADEI_.pdf FI.389 R10 CSII COI ASSA BLADEI z pd FL389 R7.0 COI COI ASSA BLADE3pdf Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Year 2012 2012 2002 1994 Sections from the Code 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 PL # 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 RIO II DRWING ASSA BLADE3 pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab'of South Florida, Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D".Max span Is 12'-3" for 40 psf FL389 RIO AE PER ASSA BLADE3.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 W-11" for 62 psf, 9'-11" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79" for max. ASD pressure rating of +72,-72 and 84" for +64,-64 psf. See sheet 5 for other spans and ASD pressures. Bertha HV Accordion Shutter -Blade 1 389.2 Extruded aluminum interlocking blades retained by tracks (top "�— Only- (Non-HVHZ)- Drwg 20-164 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 RIO II DRWING ASSA! BLADEi pd Approved for use outside HVHZ: Yes Verified By: American Test Lab,of South Florida, Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f FL389 RIO AE PER ASSA BLADE].p f negative ASD load depending on, centermates and locking rod Created by Independent Third Party: Yes configuration for the HVi blade, 8'-0" for +64, -72 p.s.f x1.S.D. load for HV blade for Keystone mountings 7'-0" p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f. for HV1A working in unison. See sheets 7, 11 and 20 respectively of Installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks (top COMBO- (Non-HVHZ)- Drwg 20-163 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FI-389 RIO iI DRW ASSA BIADF7 2.pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab lof South Florida, Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load FL389 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 Bacic Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. CoRyljaht 2007-2013 State of Florida.:: Pnvacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls 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 App,,.�roovval Accepts: Credit 0ard Safe 1 GENERAL NOTES: 1. BERTHA N.V. ACCORDION SHUTTER SYSTEM SHOWN ON INS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE WITH THE 2020 (7th ED1HON)OF THE FLORIDA BUILDING CODE THIS ACCORDION, SHUTTER SYSTEM SMALL NOT BE INSTALLED AT NICH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 162D OF THE ABOVE MENTIONED COVE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTONALTY FACTOR Kd o.85, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A-S.D.) DESIGN PRESSURE RATINGS MICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-18 SHALL BE FIRST REDUCED TO AS.0. DESIGN WIND LOADS 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. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS RED., AS TESTED, WERE NOT OVER STRESSED, A 33 9 INCREASE IN ALLOWABLE STRESS FOR WIND LOA13S WAS = USED IN THBR ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA-H.V..A000RDION sHunER SYSTEM'S ADEQUACY FOR -WIND AND LARGE -MISSILE IMPACT LOAD -HAS-BEEN-VERFED IN ACCORDANCE WITH SECTION 1669.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: -HV BLADE O #0214.01-03, #0715.01-03, #1004.01-05, #1214.01-05. 00317.02-06, #0609.01-10 AND 00210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-I886 AND E-1996 STANDARDS (MISSILE LEVEE D. WIND ZONES 1, 2 & 3) & 01220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE -HV WINDOW BLADE ® 10505.01-08 AS PER ASTM E-1586 AND E-7996 (MISSILE LEVEL D, WIND 20NE5 1, 2, 3) BASIC PROTECTION ONLY AND a 0725.01-88 AS PER TAS 202 PROTOCOL Z. 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 N.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TD TRACKS SHALL BE 014x275' AND §74x1.75' RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 W. YIELD STRENGTH AND 180 W. TENSILE STRENGTH. PINS SWILL BE COATED WITH BERTHA HV DACJROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSDCATIOM PINS MUST BEAR THE HV MARKING ON THOR 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 WL AND 35.7 ksi FOR 6005-75 ALLOY. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 11I-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 NsT MIN. YIELD STRENGTH AND 90 ksT 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 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS HV BLADE (D 12.13,14.15 AND 20 HV BLADE O & 0 WORKING IN UNISON: 12, 13 & 15 B. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 06'779,S82 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. 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/CAUL( ALL SHUTTER COMPONENr EDGES WHICH ROM. 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 NO CENIERMATES AND ENGAGE OR LOCK ALL HV AND HD 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. LARELNG TO COMPLY WITH SECTION 7709.92 OF THE FLORIDA BUILDING FADE 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PINS ANY BOL PERMIT IS APPLIED TO. DING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE 13. (e) THIS P.ED. 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. W 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. (e) THIS RED. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. SITE SPECIFIC RESPONSIBLE FOR PROJECTS THE PROPER USE OF THE PEE..D ENGINBY A FLORIDA REGISTERED ENGINEER ASRAODELEEGATTEEDD ENGGIINEEEERYTO THE P.E.D. ENGINEER SHALL SUBMIT TLL 13ECOME THE ENGINEER OF RECORD O THIS LATTER T14EFOR THE SISTE SPECW14D WILL IFIC DRAWINGSFORREVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED T. 02020 TILTECO, INC. V_%CEIU I L=EC 7N,. No. 44137 TIWT TESTING & ENGINEERING COMPANY S]01 N.W. 3611L SL, Stc. 30L "M MA GARDENS. a STATE(F r, j � W20 FIDMOA 33 Phone : (30S)B71-1530 . Fax : (305)871-1531 D,c 'C�ORIC —.11. IM-0ao1.eom GA-MI1719 .1 FG.'`CA17clrhunlDCAnATc s%neiei RE FLOORIDAU.144157 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 Rl AnE M AND HV WINDOW 13ApE 1�iA (WH R APP T .eRl Fl TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTAUAnON DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 CEHTERMATE DETAILS W SHEET 8 CENIERMATE ALTERNATING DETAILS FIV 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 SHEET 18 AREA 3' HV WINDOW B eTTF a ON Y TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW 9 DE CT� ONLY 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 ING CODE (flon High Velocity Hurricane Zone _ _ 02020 EASTERN METAL SUPPLY. INC. EGA a f7M r1 C RA Accordion Shutter System H.V. BADE #1 W/ OR W/0 H.V. NINDOLY MX E CAWING No 20-164 FOR WDOW COVERED UN US PATENT 8179 1� HV LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063=7`6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE J 60fi3- AND TEMPER • —63= �.083• n QFl 60J L 1:886� 1 m 11 HV CEl ING HEADER Q InED FOR USE W/ HV BLADE(2)ONLY. SEE SECTIONS FOR VAUDITY. 6063-T6 ALLOY AND TEMPER --x-- r- 1 Yt � MN. X MR Y MN 16 SIDE ANGLES QUAUFiED FOR USE W/ HV BLADE D 6063-T6 ALLOY AND TEMPER o 94 4�999; QHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE 1O 6005-175 ALLOY AND TEMPER (7)HV ADJ. ADAPTER W/LIP QUALIFIED FOR USE W/ HV BLADE D 6063-T6 ALLOY AND TEMPER 1J , HV HEADER/SILL 1 OUAUFlED FOR USE W/ HV BLADE 1)ONLY 13 6063-T6 ALLOIT' AND TEMPER f T1 i a; r AWMI UM ANINUM ANGLES QUALIFIED FOR USE W/ HV BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER Q. ........ No. 441 STATE 0 1.918' �� MMooxs09jj10iit� 1.491" _ N� 4 ! 3,5',� OHv eaftso• s C4 DIRECT MOUNT QUALIFIED FOR USE HV BLADE(a) QUALIFIED FOR USE W/ HV BLADE 1 3-76 ALLOY AND 6063=T6-ALLOY "TEMPER - , �670 ( el 072 •o 2.670• 87 1 000" I f.84Z'I ?a o, ly i c LB155•i ___7.092-__, � 1 .� I II 4.136,�l� t J� _L i12�-I� �.920 HY WALK —OVER TRACK TRACK FtEL�R u1 w/ HV BY —TRENCH TRACK B 6063-T6 ALLOY TEMPER / QUALIFIED FOR USE HV BLADED ONLY.. 1_936' 6063-T6 ALLOY AND TEMPER 093' _m I .72 •� TL i i6. 70" ; v _093 1_ 093• o• m! L702 SI HEADER/— �.. _.� 3-CEILING ,Sp7�� f ED FOR USE w/ HV B E 14 HD WALL HEADER/SILL ECTIONS FOR V 363- OY MPER QUALIFIED FOR USE W/ HV BLADE 10 ONLY. 6063-T6 ALLOY AND TEMPER I COMPONENT A I B I T, I T2 17 2' i 5' MAX.! 1/8" j 1/8' .._ - 18 _t 2' 5' MAIL; a., 92' ; D.,92• 19 2.5" 17" MAX.1 0.190' . 0.190' __.....2' i 5MAX.' 0.139' j 0.131' 02020 71LTTEpECO. INC. TIWT TESTING & ENGINEERING COMPANY 6355 N.W. 3e1h. SL. Sta. 305. N01 RWGARDENS. M91M 33 Ph...: (3D5)871-1530 . Pm : (305)871-1531 -a: t9t1xa13aN.cDm CA-OOC6719 WALTER A TILUR Jr. P.E. FLORIDA U. 0 44167 % Y t 3' I 3' 10.090- ©0 CORNER POSTS QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER AmeNcan Shufter Systems A930c10HOn, Inc. 4268 Westroads Drive West Palm Beach. FL 33407 1� HV RAINGUARD QUALIFIED FOR USE W/ HV BLADET 6063-T6 ALLOY A D TEMPER In High Velocity Hurricane 2020 EASTERN MErAL SUPPLY. INC. ■ 0M " ■ "" n r iL1 Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE AWING No 20-164 USEWHO& ® ONLY (ftLO T G' LPR OU ED FOR USE W/ HV BLADE (1)& (0 ONLY 6063-T6 ALLOY AND TEMPER I I 7 l 1 � L ---VM-' PLAN FROM ELEVATION KOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(@ONLY 6063-T6 ALLOY AND TEMPER 1-1.917 m 1�~ 31 HD NTE M TE W NO WICKING ROE QUALI BLADE(()& A. 60 -T6 ALLOY AND TEM ® LOCKING RODD UAUF EEII FOR USE W/ HV BLADE � 6063-TS ALLOY AND TEMPER 0 4L INS IATION WILL REQUIRE A 711 HOLE I 1.7,66__ 9�yi1 r�L I 61 �I rl Vj' .I m ® V LE " " LOCK CE TERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER w 6063-T6 ALLOY AND TEMPER 1.130- iv m_ m © NV 3/8"0-16 ACE THUMBSCREWS QUALIFIED FOR USE W/ HV E * No. 44 67 STATE F ��Ep2a FOR USE W/ HV B U ONLY LT6 ALLOY AND ER QUALIFIED FOR USE W/ HV BLADE ONLY 6063-T6 ALLOY AND TEMPERR'' 3.187 .0W 2 .43201 Tn :�1 1 405 ® HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADED& 6063-TS ALLOY nNO TEMPER F1/2' 5 HV 1/4" 0-20 AISI 304 IES S.S. THUMBSCREWS OUAUFIED FOR USE W/ HV BLADE U 02020 TILTECO, INC. IL ECO EN6. TILLIT TESTING & ENGINEERING COMPANY 6353 N.W. 391h SL, St. 303. VIRMNA GAREIM RDRUX 33' Phone; (30.9)871-1530 . Fax : (305)071-1531 e-Mit Iiteco0ad.cam CA-0006719 WALTER A. TNLIT Jr. P.E. FLORIDA U. 17 44167 1/4'-20x1/2� 1/4'-20 MSS KM 111E CAST �HOUSNC ENED (2 TYP.) ffffff BAIOD PNNfFD L np1 .318' BRASS cramot —. �--� & KEYS (O RONE PLOW) BY LOCK - ILQZ5_11 QUALIFIED FOR US BLADE 01 & ONLY. r—PL —32j of i n H` ^ I_E)22_l ® HV "T" LOCK QUALIFIED FOR USE W/HV BLADE 1Q ONLY BRASS CVUIWER (OmOBE PIANO) - - HV noc . 7 1 To'•: REW ��518;' 11 �1 i I.360' AFTER RNENP —20 xa3/4„ BEFORE RIVETING THUMBSCREW 1/4"0-20 RIVNUT*. *S 7 9N4 ALUIBNU (2024-T3 ALL010 LARGE FLANGE 7HLq ERT, PARE OB20, AS NANUFACIURED BY AVDEL CHERRY IPPENY, NEW JERSEY 07054 OR EQUAL ® HV ALTERNATWE LOCK QUALIFIED FOR USE W/ HV BLADE Q ONLY. A THUMBTURN CYLINDER OR KEY CYLINDER 0 0.875- Min. 1 .125• Max. I mr �I p m� N R.5 rTHUMBTURY'' CYLINDER OR KEY Mi CYLINDER --1 1.78' MOx. ® 80 LOCK BY RECENT HARDWARE MOROSE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADEQ& (DA FLORIDA BUILDING CODE (Non High Velocity Hurricane ©2020 EASTERN METAL SUPPLY, INC. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 &O W." ■ "M n E TM Accordion Shutter System H.V. RAGE #1 W/ OR W10 KV. W[NlDV BLADE ?AWING No 20-164 SHUTTER ASSEMBLY SCHEDULE FOR HV C1) HV aA� O HV BLADE 1 HV BLADE 1A -HV ® ® LONG RECESSED NYLON BUSHING Y 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/ #8 HEAD ® HV 2 3/4' ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW DWI EXTERIOR or 403 rE FOR AENTS) z` NV PI EQUIPEIVIENTS AT EXTERIOR! r HV� 1 rc W (i) HV PIN ®SHALL ALWAYS BE USED AT ALL EXTERIOR ®-/ ctyrc BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR HV Q BLADE. TYPICAL SHUTTER ASSEMBLY N.Y.S. (2) HV PIN Q MAY BE USED IN LIEU OF (9 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 00.324' BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. D, PI oa= (3) HV PIN © OR©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER, ,A®� SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X,B�pr a.5 SHEET OO WHEEL CARRIAGE DETAIL N.T.S. NI LL OOR —° I I I+ O OR @ 177. 1.- 38 HV PIN ©2 OR 43 AT . EXT t OR -_ }1 BLADE'S KNUCKLE. (SEE NOTE * FOR REQUIREMENTS) 12 C MIN. t.t4(.hCE TO B. 7CP 0825" _Face lA) .1575"L�1 - __.-_ ; lJ W{NOOW BLADE .0625- Rom x-x .0625 .0625" � BLADE'S --.� r p IN. _ ° '+ Y j ` °P 0. } 1875 KNUCKLE .0625' (TYP) j 0.06251 rs r � I ',faf PORTION I j' R1.75CQ/ I �--OE BLADE 1 'xTERICR f �l 375C' �/o2.8750• -i X 2 7/8' MIN.1 - HV 4YNDOIN OXAR o3.00�"- SEPARATION. PPP BEiNEEN �' -•-- ei- __- - _ -f .0625"._f, .0625' 'fi3.7500' BLAME d ± 5`3 d OPFNNCS/ , , ON C;N7ERS EXTERIOR '1) HV BLADE SOLID & fA HV WINDOW BLADE DETAILS N.T.S. III !!) o 02020 TILTECO. INC. \C EA • =T F". - L�LrE COnae. rd0. 44 S TILLIT TESTING & ENGINEERING COMPANY �•,• STATE F File N.W. 361h. SL.5) S,e. 303ITRF GfF.0EN5, A 33 PF.crte : (JOS]877-750D .Fox : (305)B71-151-1537 e-mail: �'MCA 'i F AlF OR I ! S MO67col.eom CA-Wa6719 '��i, stS///.� :" n\�4?�.0 A��..., .r�„•.e A...-.� WALTER A. riiLLIT Jr, P.E FLORIDA lie. @ 44167 ,eEnvEENJ TYPICAL HV WINDOW BLADE 2 AND TABS "1 I POLYCARBONATE HV WINDOW DETAIL 1 POLYCARBONATE IMPACT RESISTANT HVVINODN BAYER MAKROLON 3103 POLYCARBONATE CE RESINS, UV -STABILIZED GRADE OR SASIC �Trom INNOVATP/E PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 44 AAPL4,mE Y'uSO:T T ](AL FRxUlr.a STAIQIgm REz'VEZZ tmv�fm es ✓LC91C GRAYRY u-cR��.•.�. AST" 07S2 C.043 M&' TLHSU I= STRiNMH A61M awe 9,400 -1 9.:70 P.ai. FLEXURAL ST6 GM AT VFID AST11 0700 12.5'"0 psi 13..va Psi. FLMRA;. mmaus Ill AS]M 07M liv.ocD P.1 345.CCa pa.L 1:070ZD Im7 £? aV9rAA:- CHeAAme9r^v� ASTM 0256 1T UZ8.3 18 FT -I A 47.2 : 17 FT-Ibjm 645 R VAII SVOxE 00CM RATE of SUR11MG ASM o635 C-1 CLASS C-1 CLASS SERF I-VEM' ASTM 01929 1040 Y 9V -: arm, ATM G155 TV-IE SIRENGTN ..- RFATHE9`1c ASTM 6S8 8302 P:+, M40 pm . TEYS LE SMSS C9'ORE N^-.VI!rAY :C A."TN 679 BG61 pa6 Ee9a psi, C2"SB�e� m�m American Shutter Systems Association, Inc. 4268 VJestroads Drive West Pelm Beach, FL 33407 CODE(Non High Velocity Hurricane egonL ©2020 EASTERN l.1ETAL SUPPLY, INC. BERTHA H TM Accordion Shutter System H.V. MADE #1 W/ OR W/0 RV. W MOW BADE AWING No 20-164 1 v II r� 24 a:�op90 96 V �) Spa I � �'a xoc-xve I ' - - lO-�--- � ® oo-x N I H IT I 1 11 1 11 1 II 111 ld llllI I [fill1;11 11I 1 ! hill SEE ENO ---r 1 1 Lq q ft DETAILS ONN D SHEETS 10 & YY YYY 44Y�� 444///""" tititiiiY" 18 7YP. FULL o • I: HEIGHT. t 45" ©a®cav+ 7Oa®a 10 +1Z3 a ®•®aQs•Qals+®SaTz+® TYPICAL 1, HV BLADE SHUTTER ELEVATION N.T.S. *NOTES ON HV LOCKS AND CENTERMATES 1. MANDATORY CONDITION &- ONE HV LOCK 4@ or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105'. AND FOR INS< MONS T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 21 OR CENTERMATES W/(2j 1/4"0-20 x 1/2' LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2- 9211M PPHUM j1j: IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP 70 TWO Hv LOCKS_ _ OR_ _MAY BE USED-AS_AN_INSIDE-OR-OUTSIDE-LOCK. CONNECTION OP LOCKS TO CENTERMATES-® OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALT. BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ARE NOT REQUIRED ATgURRICANE POSMON, ANCE• LOCKING RODS (S9 OR AN ALTFRNAMVP MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION) 4. MANDATORY COND100N /2. ONE HV LOCK (B ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 4 or ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO @ CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FIAT HEAD S.S. M.S. TWO TACKING 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 LOGIC ® MAY BE USED AS AN`fNSIOE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"O-20x3/4" S.S. THUMBSCREW TO ® OR ® CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4" ALUM. RNNUT AS SHOWN ON SECTION HVE. SHEET 8. ONE LOCK SHALL.BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDDTON &3 FDR KEYSTONE MOUNTING qW ATIONS 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 98'. AND FOR WSrALLATIONS AT ANY ELEVATION. HV LOCK 18 or ® or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ® or ® SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2" LONG FLAT HEAD H.S. MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS (P W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES. CE CORNER 1. SEONEO ALTERNATE YD YANDATORY COIJOmON �1 Vpm oN1Y FOR HV '1' Or ®_AND CFA.�:IiA1ES CENTERMATE ONE ALTERNATE HV 'T• LOCK �Sd MAY BE INSTALLED M UEU OF HV LOCKS ®OR FOR ANY SPAN AND } I STALLATIDN AT ANY ELEVATION. AL NA7E LOCK QQ�� Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACf-0dENi OF LOCK ®INCLUDES USING REINFORCING LOCICETF AS SHOWN ON SECTION HVG, SHEET 9, WHOCH MUST BE - CONNECTED TO CENTERMATES ® AND ® W/ t/4'0-20 x 1 1/2' LONG S.S. THREADID BOLT W/ 7/8"0 x 3/32' WINGNUi OR W/ 1/4'0-20xf' SS.M.S. INTO A 1/4'0x 5/8' R11MUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ®TOP AND BOTOM S MANDATORY. 'ONOTES ON HD LOCKS & CENIRMATES• /� I. ND LOCK �3i1 W/ ND CENTERMATES (31 OR (72 Wks ; ONE ALTERNATE HD LOCK & MAYBE USED IN LIEU OF HV LOCKS (25 OR /25' FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK ®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK fii4 TO ® IS W/ 3 08 x 3/9' F.H. S.S.MS., AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS H1D13- AND HDC-HNC• SHEET 10. TACK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ®IS COMPLETELY OPTIONAL ILVIUUn UUILW1117 UWULLx.VII mgn velocity nurrlcane cone, �G�III 02020 7ILTEC0, INC. © 2020 EASTERN METAL SUPPLY, INC. /!�O­' �e�e�e�u BERTI�A F1111TM EN �L ®�p� Accordion Shutter System KV. BLADE #1 W/ OR W/0 KV WNDOW BLADE . 441 i� American Shutter System8 Ev N TIMCR ON oAtE DRAwx Trr up TILLIT TESTING & ENGINEERING COMPANY WS9 N.N. J6N. Sl• SG. 304 VROM GAR004% TIMM 3318 AssocfatTon. Inc. 1 OLD 17-107 /2/202DATE: 7/2/2020 fl ' STATE 0 a! ` PAwa : (30s)sY1-1530 . F. (3a5)8i1-1531 4268 Westroods Drive s �0�;•, F� : L e-mm1471ew00oL1am DRAWING No ORIO s West Polm Beach, FL 33407 3 ,, Fs WALTER A THLIT Jr. P.E 4 20-164 '�....s/nAlAl' �1�?.z�AI ACIBII TIIOC/fIATO FL0FUnAUc.844167 9 �--CONCRETE ANCHORS POURED CONCRETE POUREDPOUREDPOURED 1 (SEE SCHEDULE ON OR CONCRETE BLOCK REOURIW ` REQUIRED , SMEEi 13) REQUIRE n CONCRETE ANCHORS j J�J•`v + r� ,7 ^ 7 , f / Q 18 S�Lyy7pNE (SEE YOUNTM@)ON WEET 7) (EE SCHEDULE ON SHEET 13) j t f` f �f -- i1oR® I� j % `� ' �j N n. j-1/4•m_zo 3/a• ss. / '='' EQ—EQ-f/� MACHINE SCREWS / )) I 1 USING 1 a'-20 NUTS f' E. a.* D.C. /1/ 7 T' % �I r.250, Max. / i .250' Max. j +— ' �f r511 I .I iG ,�E.D.• •-fT /`y ! OPTIONAL 1 , . , • -L i'' -�I�r eA �.'i / � �• � TO�(1FE I 1M1 `saeamE a sax? _ �5 l-_!1 )OR `'7' �* EXISTING C1/455-.( eON® 1 r 4 MIN. SEPARATION TO GLASS r(SEE SCHEDULE ON SHEET I I) --a I yLi i `� .. EXISTINGss---i Cu HV WALL HEADER INSTALLATION 6� HV WALL HEADER INSTALLATION + KEYSTONE EXIW GLASS (� saa 1 MIN. SEPARATION TO GLASS 'I i i I -� 11 FOR RACE OAw- II `(SEE SCHEDULE ON SHEET i 1)'� d i ® 71 S y'LR CH Sur 9 E70SRNG ! 1 h ,:/ J ♦ I i +1 — f OPTIONAL i i ;11;,_f1/4' Max. E. D.°' r'�: i I II �II: •I i `O.• OR 14 I- -'� ___ f �. ._ 1/4'a-20,3/4' S.S. '-Ea EO - PHILLIPS TRUSS HEAD ,• MACHINE SCREWS USING 1=..,-•-.-�' -,,'_- CONCRETE ANCHORS• �r• r T. 17 18 N•--- '/'� F 1- 1• 1/4'-20 NUTS ® 12- 0.1 POURED CONCRETE -�' (SEE SCHEDULE ON SHEET 13) I,. ` } OR CONCRETE BLOCK ' WALL REQUIRED (p) HV WALL SILL INSTALLATION s 1• ,CONCRETE ANCHORS (SEE SCHEDULE ON POURED CONCRETE.-- SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: 1- SEE SHEET 4 FOR TYPICAL SHUTTER 4 E D. EDGE DISTANCE ASSEMBLY ♦ SEE LIMITATIONS OF USE FOR 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECInCATIONS ON SHEET 13) BLADE lA ON SHEET 19 IN ANY WAY TO SUIT ANY INSTALLATION. ```pz*LJ ,9114+ LW 0=0 TIUECO, INC. /TI No,441 7 �— L E C 0 ,Nc. * * TILLIT TESTING & ENGINEERING COMPANY 'O : STATE 0 9 ••, 6355 N.W. 360. St.. Sk. ]O5. vutmlu O ROM. FWiMl 33'. PAane i �rP••..'`lDRIU •'\�4`� : (305871-1530 . Fa:: (305)871-1531 a-maD: tl Mjka[_ %i Fs ''•.....•• '••3?'�? CA-0006719 P.E. NAL , Nv�` �1L` SEAL/SIGNATURE/DATE FLORRIIDA0. ST 441 1/4'0,-20x3/4' SS. CONCRETE ANCHORS MACHINE SCREWS (SEE SCHEDULE ON I W/ 1/4`-20 SHEET 13) I NUTS ® 12' D.C. 13 aR ©5 .25D' • �( 'Ii -OPTIONAL 6E ii , EXISONG _ ! CLASS MIN. SEPARATION TO GLA' (SEE SCHEDULE ON SHEET 11)-�';I, 0 ry +�!� 4 '-� 1, `J HV WALL HEADER INSTALLATION -` MIN. SEPARATION , EXISTING( TO GLASS )".-__-. SEE SCHEDULE ON SHEET 11- 1 7- GU55 i GPRONAL ,f.0 �•' ,' 1 -T Lam-'-•. 3V--'a Max. _13ORQ i,r ,: •� 1 i I_ 1• , ; Min._ 1 -- 1/4•0-20a3/4' S.S. PHILLIPS CONCRETE AN ANCHORS '� (SEE SCHEDULE ON `— TRUSS HEAD MACHINE SCREWS POURED CONCRETE- � SHEET 13) W/ 1/4'-20 NUTS ® 12' O.C. OR CONCRETE BLOCK REQUIRED OF HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ (J"'I HV BLADE &&SA, American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 CODE(Non Nigh Velocity Hurricane Zone 02020 EASTERN METAL SUPPLY. INC. BERTHA H V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O KV. WIMUN BLAX CAWING No 20-164 POURED _ CONCRETE ANCHORS e SCHEDULE ON SHEET 13) To 0 k t1'IOR O CONC f REa ED i yEEf I r EItlSTSS t t t , Yora/5, rtf! -- 1 TTTff -T EDGE I F as FOR t GLASS--! 7 S t1� t (SFr_ SnCEMMEu II) °N / -SLAB IF 18 FOR t ra:t imuATuxt I 1 swEt 11j E. D. ,-APPLCABLE EXISTING (,)Is r-(•g t O �. fi/•' / t�{�r/!%. l; ALTERNATE �\ I /Y / '` / ' i LO^,.ATION 'Pit I i i ` t -j I i G r . ! z I I '--#I Ox3/4' EX WASHER HEAD �) °R 13 OR ; ]/B�ltal - TEK SORE 0 12' O.c. ; ` i �.` r f ' 'r'• y ]/e^u¢im �,..r" CONCRETE At HORS __�8� i %i/ ,' / f.'•'�,`/ �SIfGE5 �F ®t f i '. i `-- i-(SEE SCHEDUL ON SHEET 13) /r 'r� fl / / J/' ! �` >' tt . t t / EC Ed r ' i 'Y , ` APPLICABLE ._EDGE of GL EDGE OF- SLAB IF SLAB IF i•.f� Y I f,` 1 2'+.1.%�. _I ' / - j / i r'r/ i//• /:p a. __ Yti sRwftmn �, APPUf:ADLE r" /H ! r+`� / { w�-1 ."• r _ EDGE OF / / / APPLICABLE ;(i :l di •. :% t rf ,',•=-y'E.D. o: •. -1 .I/ SLAB IF V POURED •^1 „i/r/ APFUClv�LE CONCRETE-1 !/ .^".E d s CONCRETE ~FIAT HEAD CONCRETE ANCHORS It Txz auE ®Ativ �; O POURED-" _..J..1� �'_.:-,_' ' /� . d._�.,!� 1 (SEE SCHEDULE ON SHEET 14) Ct SRS 18 Fm t = ^-t1, OR •'-`-' REQUIRED .^._FLAT HEAD CONCRETE ANCHORS REOUIREO t]A0E5 ®� CONCRETE REDUIREA L-`---/E. 0'-- ----E. D.—(SEE SCHEDULE ON SHEET 14) I1 TRENCH INSTALLATION THY V'JALIC—OVER INSTALLATION DESIGN ONLY FOR UP TO +70, -75 PSF A.S.D. (1� H FL00 INSTALLATIONt DESIGN PRESSURE RATING & FOR SPANS PER ©H EILING INSTALLATION SCHEDULE g2l. SHEET 11 ` Dasmt; xv::xPmnnc+ B ,� .T CONCRETE ANCHORS MASs_Jr_--_..u-�i�� � ;- . (SEE SCHEDULE OtJ.. , _-. _' _(91 112LnLs-_ -.— cr arm n) tl SHEET 15) V S.3^.S.D 7H�POFO /i om :ham t, J! 1 EXISTING I = EXISTING --� 1 _.. 1/a'O ITV IM-IM irrCtxt ci ) G I _ GLASS i GLASS rm. 5&-manca To axss a O EXISTING ' T �t FAS7a8R5 1APFW+TEGINMOTY OR /Ancitotis v IE I O 4­ _ -(sTF s:nmmc at s[n ttl t� i t I / MAX. t .I , I t , eIX •..EP4GTL^J ro q/u`I C I t 3/4' 7LK F7li'4uc'tJf o tY i �,.../ ' i , i .-) ! ' d -'t 4`� 5as'D,CE tLv 11) O.C. Fd: L9 TO W-W SPAN AND I ��; I 4• D.C. 7,C) 0R SAYS VFW FS, ' 1` . �; I i i , •� ,' ,; ;; . ,r , rlt4 rt , Yf °E'hR! �1At L , s' I 11 I MAX.'" `yg - �L%D / _ .. tOx3/4' HEx f p • (, I M (1rr.) ( Ha1E tt ON STET ,i �,y 3 {8u-- -- -- 1 MAX. I t W E.,ti , y Fcn U. WAS _ER HEAD �.' • ' `' _ _ i I {_-S. F 1 t � � • t7QttT. SEAWR__� tay- TEK SCREWS ri'-i.-Y (j14x3/4' HIX hT..PD 1I3f8' /' { G, 12' O.C. • TEK SCREWS 0 9' G.C. ' I r int i.. f 't s/8 `I OR 1/4'4-20 S.S. M.S. CONCRETE ANCHORS ^ {' L f- _+O' T j 614x3/4` 5.U.5. 111/4. I .. •2 ji if/'J/ 1/4's-m1x]/a' S5 tlS W/ NOT 0 S. O.G. SSEE HE -IT S74EDULE ON 12�: / i ,.. 0 9' °. C. t f1LLr^� - -� Nax.(L; fi• a 2' 0.ca-� Nurs •'� y 1 . ' L I EDGE OF 1 �O O / • �RO 'Y I - V4ALLEXISI.•G t. 51RATAr. L l / ,7 GR 18 1/2•�: _�1•._:_2.00"�NIN Y^, "i 17 18 1 r j•�. . EA TILN <cE.:cRAra 1 •',� I r ( -_ SLAB F r'. T 1 - (714x3/4' F.H. S.O.S. MIN. . 7/8`..._,1 7/8APPLICABLE - M H] 9" O.C. POURED wr.cRETE t --.CONCRETE ANCHORS _EFF. NOTE 13(b) !` •., __ Y,. __ FECV.n-ems POURED CONCRETE_ _. (SEE SCHEDULE ON ON SHEET 1 -SEE NOTE 13(b) - . •• - T"-'E-D.-- --'�- / OR CONCRETE BLOCK SHEET 14) POURED CONCRETE=' ON SHEET 1 i_• _._.. REQUIRED OR CONCRETE BLOCK--1116`-.� �. OPTIONAL - ± POURED REOUIREO CONCRETE- ' K� HV WALL FLOOR INSTALLATION ®KEYPJMUUS AQA E—MJ0 NTIIMG_IN2STALLATION O ZREOUIREO �/ G HV WALL WALK —OVER INSTALLATION VMV413 st R1ER sPa, G•-°• RAINGUARD INSTALLATION t CO NOTE "OR t THIS INSTALLATION SHALL BE . "OREJBRJgTIt1N OF SECTIONS '� E. U. EOGE DISTANCE REMOVABLE WHEN PERFORATED I- SEE LYSHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE TO AN OPERA13LE IXIT • BIADEIT`Aj 04,JSHEETU79 SE SE FOR 2- MOUNTING SECTIONS CAN BE COMBINED INSTALLATION DETAILS ONE C) HV ®LADE IN ANY WAY TO SUIT ANY INSTALLATIMI. FLORIDA BUILDING CODE (Non High Velocity hurricane Zone' ,uyj1t111�111) 02020 TILTECO. INC. 02020 EASTERN METAL SUPPLY, INC. �� ........ BERTHA HVTN C & S S A accordion Shutter System L G C 0 !Nc. ■ ■ RV. MADE , W NO. 44 67 ;f} / w/o Kv vJ„ter BLADE Ann®el6an Shatter Systems EY. N 06Gi1PTION DATE DRAWN Of. N.P */1'�'.c ri0 �LlJ TILUT TESTING &ENGINEERING COMPANY ' 'O •• STATE F t1355 N-W. 3Eth. St.. sit. 305. Lnm= GMENS. FlARIOA 33t Association, Inc. T OLD 17-107 /2/202 DATE 7/2/2020 9�; F PhOno : (305)871-1530 . Fox : (305)871-1531 4268 Westroads Drive 2 A.- ZORI 4C ��. ° "°J�� ae°19 °n West Palm Beach, FL 33407 3 DRAWING No 4ssi�N/iL � ��SEAL/51GNATURE/DATE FLOR1DA ` 0 64167 ' S � � 6�} 0 7 OF 20 OUT B•) j t 6G83-T6 ALLOY) ALUM. • W/(2) 1/4'0 TAPCON WCHORS TO CONCRETE. 3.1/7' S.M.S. TO TUBE, AT EACH ANGLE (,YP) l IN SHEETS 10 & 18 `r INSTALLATIONS W f Ii HV SEE NOTES ON LOOKING R® ©SHE LOCI(S©o�p AND ALTFANATE Hv LoncON DIN-] —E7II5nNG GUMINSTALLATIONS ** BIAGE RACK DETAIL W, IS VALID FOR ALL BLADE WZ HV CENTERMATES -EN,Ea,A,1s APPLICATION WITH B,ADEo 10 • �5®• pm©.©« SEE END WALL N EXISTING GLASS DETAILS ON SHEETS 10 & IS—j ®. p¢,p•©°A 19 •® ' 3 1/4" �• 6 1/2' ' I OPPOSING—..--------______.__�_-- _ _._�...__ .— . � ?'--__—_—� 1/2' w©'® SYMMETRYCAL I f j CENTERMATES CENTERMATES B1mu3.C. FULL a 12' / W/ HV LOCK _ or �ZS�` MIN. SEPARATION + W/ HV LOCK r or `rQ ' O.C. FULL LENGHL t TO GULSS ' +r (SEE SCHEDULE IN i ( r; ON SHEEP 11) i 5 35 + 38L j— 1 xa,14 u 0.0 6 ] • 8 �I ®HVA HVB pm®©.(2) ©�' EXISTING GH�� -POURED CONCRETE OR © O O O•©�© �� CONCRETE BLOCK WALL _ 10 3 ©•®m' r i REOUL?ED EXISTINGI©•®��•®°+®..p,A1 I I 7 .�-- — *— —��O �Q�T �O�©� •ED r cuss 1 SYMMETRICAL 1 6 lVJ —� — — — — — (W 8• 8 ,u 9+ 3 19. 5 EX SnN r, I I N MIN. SEPARATION i� r of O CENTERMATES * j2✓ , ©+ ®� �. �0.0. �7 oa (SEE scHEOULE 5 ; — I — ' — oA ®. ®— — — * W HV LOCK 26 OPTIONAL ON SHEET 11 1 (IN. SEPARATION(INTERIOR)� O•®gyp•®0°®+® ) To cuLss 23 SEE SCHEDULE IN OFTONAL ON SHEEP 11) (INTERIOR) OUT •—'�°—� "� 'CO�� /� " I NCRETE' __—_--..—_—�•tc- _—_�-3� ��..-- * 1 _ I ANCHORS® �< Z II-_Vpc(IEs' � ! � 16' 1/ c0i\ VARIES -�- II a�-��-- + ®w 4 OUT �' (EXTERIOR) 6 1/2' MAX. SLACK HVD oUT - `435 HVE HVF** 1 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone ``V:Ijt(IIAIII (JfI//// 02020 TILTECO• INC. m 2020 EASTERN METAL SUPPLY, INC. rk BERTHA HVTTA IL��EcO1R�. Accordion Shutter System No. 44 67 FLV. BLADE #1 W/ OR W/O H.V. WINDOW 81.AM TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems ZEV. Pit OMRMON DATE ORAWN BY: MP 3 a STATE F 1O_do a= NW. 361A. 5L, St.. =. VMMA OARDM ,TCRMA 3116 Association. Inc. 1 OLD 17-107 /2/- oA,E: 7/2/2020 9'•, Ph..: (305)871-1530 . F. : (305)871-1531 4268 Westroads Drive 2 y�O'�Cc F(ORI P ; \� `��� rmaa�G-0tt�oOml.mm West Palm Beach, FL 33407 3 DRAWING No ��aSEAL/SIGNATURE/DATE �GDA U. # "167 4 S EEr 64 s 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK P0, HV MALE/FEMALE "T" LOCKS CENTERMATES 8)— 9 & LOCKERS 0 WZ n HV BLADE SEE END CONNECTION DMUS ON SHE M 10 & ja OUT [I--XjIN O SUCK DETAIL tW . INDICATED ON SKEET S. WELL AS UNIVERSAL FLOATING OWE®OEEAD. HUD-MINDICATEDON ROSSKEET.WYBEUSED iQN THISF la +,�j oA II /J•��W - INSTALLAWN_OEfA7..fNC-SNOWN. W-TTOS.SNELT.__ ®• ®°' rf) uuu I TCF= ONaCC _. ,ro• TO T E L= * SEE NOTE 6 FOR KV LOCK®' 'r LOCK. ON SHEET 5, 1 SERIES 9444 ALUIONUN (2024-T3 ALLOY) URGE FLANGE THN SHEET NUISERF. PART / 0320. AS UANUFACOIRED BY AVDEL CHERRY TExTORN, PARSIPPENY. NEW JERSEY 07054 OR EQUAL INSTALLATION n HV BLADE W/ HD CENTERMATES -- SEE -END -WALL CONNECTION-= DETAILS ON SHEETS 10 1e I ---------------*—„------------'N--------SAs 4Tr(olmowul------ — — — — — — — — (4 —�-3FULL WNW. I3 —� - -- -----•— -� IN (4)x.Y. 1�.,1 3A 30 LOCK T(INSIDE) , �l PINS (M.)/,. a fits \.i 7 3��. _ vatsr., ,—T- sf i � ., I (Six SCLASS olo Egi- ------------- -'� OUT 30 * W/ "7/8 0 x 3/32" W NGNUT. HV "T" LOCK (OUTSIDE) — HVG* No. 441 o STATE 90 • 40RI, HDD—HVD** FLOATING STACK 02020 TRTECO. INC. IL EC A �Nc. TILLIT TESTING & ENGINEERING COMPANY 5355 N.W. 36tN. SL. Ste. 305. WRGODA "Rom. FLOBLDA 33 Phtme : (305)871-1530 . Fbx : (305)877-1531 O-end. Oltec.0wLe CA-a008718 WALTER A T1LLIT Jr. P.E tE/DATE IFLORIDA U. 9 44167 ( 9 DB—HVB OUT SYMMETRICAL HD CENTERMATES W1 G- LOCK (EXTERIOR American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 HDC—MC SYMMETRICAL Ht) - N ERMATES W1 3-d1 LOCK INTERIOR SEE NOTES ON LOCI@x RODS® a NO® LOOTS ON SKEET 3 @OVOIS& RACING BLADEQ DET.1a NDD-H IS VALID FOR Au CENTO WESS AMQi D0N6 WDN BLADE O CODE (Ron High Velocity Hurricane Zom ® 2020 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System H.V. MADE #1 W/ OR W/O H,V. VNNDOW BADE ?AWING No 20-164 -POURED CONCRETE OR \• r-''- POURED CONCRETE %-�� t r-'POURED CONCRETE A POURED CONCRETE CONCRETE BLOCK WALL If J '1 r"� J OR CONCRETE ._1 , %- OR CONCRETE f� l OR CONCRETE REQUIRED ! / f BLOCK WALL REQUIRED J • • I- .%-' .: BLOCK WALL REQUIRED]z �_— `' JJ ' i S BLOCK WALL REQUIRED EwsnNG GLASS It' j i` / EXISTING GLASS CONCRETE ANCHOR`-�t r EXISTING GLASS f`� r�• i % f' - -S i /"', ® 16. O.C. i ` _ _ !, / /! ` EXISTING class f L / , -2' MIN �,,-2•'MIN.»•-- `L• A6t1 SEPAPAlION ��' •" i+ ! / /% MN. SEPARATION I ' r : J ,.1 ,i ro MASS (SEE !'FJ , } - i• JJ '/„ 141• j�rf 'jT''' -7 E0, r--� -! EQ : ARATION TO GLASS (STE % % ,1 FOR MSCHEDULE � � % TAD GLASS (SEE ``i r" ,r� r , / MN. SEPARATION SCHIDn c ON SHEET 1/16•a3- MAX. _ ON SIM 19 FOR I �� SCHEDULE ON SHEET ro MASS (SEE ` ! / 11 FOR MADE AND �"-- i s I7 FOR RIME OAFID i / i' / SCFHEDULE ON SHEET (6063-T6) CONT. BLADES Q� 7 (LOCATE AT ON SHEET 19 FOR ALUM. CLOSER / ON SHEEP 19 FOR ,/a• t it FOR BLADE(DAv EITHER SIOEO-' I MALES m& Q) PLATE (LOCATE 1/2• I ` ®ROES©& ® ON OES 19 T- OF�). I_ AT EITHER SIDE MIN,=r/ -j �- - - i_ - 8<apES�&.Q[� 1/2" MIN. - I OF®) ,,�/ 1.__ [1 1 I F I -_! i• USE 1. OR 2" MAX. �IOx1/z' S.M.S..-- ' I I (AS APPUCAETLE)x2•a1/87xW-2 {j10x7®2'63.00_ Fe' —_—__ ® is" O.C. I e _—_ _ _ --t Il; ALUMINUM CLIP ANGLE ( II M \ ,41 (6063-T6 ALLOY) AT MIDHEICHT.r �. ®J -/ /�I� O P --o TAP S.M.S. TCONS HOI SEE DETAIL % FOf�/ rj^ WALL AT 1' O.C. (LOCATE TO ! \ I �...\(jr i O OR ♦ ; SEE DETAIL X FOR f _ ♦ SIDE CONNECTION D OR EITHER SIDE OF ®) j 1© OR I ® SIDE CONNECDON O OR ® TO TRACKS :1 --± i 1 a 5 • 7 a 8 10 • TO TRAC S - I °'®�©• 07 °' 8O 10 •®� SEE DETAIL X FOR._, 4 _) ! I g�a�(��.j u8 f0 •®� TO SIDE CONNECTION L7�, 8 of0 �•®a©'�-®'®" re®�®•vJ-�©� Cbi•®�. ©si6l./, TO TRACKS Ipp®a©•,LJ-®•©m END CONNECTION DETAIL 01 END CONNECTION DETAIL® END CONNECTION DETAIL 03 END CONNECTION DETAIL POURED .F REQUIRED ONLY FOR SPANS GREATER THAN 12•-0• i IXISDNG GLASS - - CONCRETE IN1 -C _ GLASS G CONOR CONCRETE B • - - - _ - _ .: � REQUIRED >� 4 LOL SEPARATION �TOi1/z" S.M.S� L ro MASS (SEE f ®16" ^:C. MN. SEPARATION Y f " y---- ------ L 11 BLADED I CONCRETE jf 1/2" MIN, TO 1RJL4 (SEE D! _ _ _ ___ ©OR®OROOR ON SHEETr ON 19 FOR ANCHOR ®—r'- C-' 1LL1 FOR H/E mPt3) ! L."�-"'-'�_________J��I ____ _ _=} CONCR - 0& a12 O.C. ,% j " I ON SHEET 19 FOR J I ______- _ �__ OR@OR(BOR(5 a'® 6. J J' __ .- BLADES O& ® OR� 1/2 MIN. O.C. ;�- i J� iJ�/• ---- i---_ EO - ® CR®OR0OR r" 2 MIN. , i 2" MIN. /' • ♦ SEE UMRATONS OF USE FOR ® O ® ® © VIEW Y BLADE OA ON SHEET 19 t OR 3 OR t OR t OR ) i f ib OR ®� PLAN ®.DETAIL X =-- POURED CONCRETE OR O oR ®�©•O�® +p •®a I �'®a®:®•®;,®' END INSTALLATION CONCRETE BLOCK WAIL REQUIRED + •®"®•�®•®� ©4•6466an HV BLADE OR A& HV WINDOW BLADE INTO ED-@-@•®-O•®- ®•®'�•®"�'®' CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 ep•®�®•®al®•®ap.® O•®'®•®�•® AND CONNECTION DETAIL © a®•® FLORIDA BUILDING CODE (Non High Velocity Hurricane tone; �1t �• 02020 TILTECA. INC. 02020 EASTERN METAL SUPPLY, INC. �-�9 BERTHA HVTM v sF ! L E C O �M�. Accordion Shutter System No. 44 6=� s e o e Kv v wlw �t w/ oe w/o How MADE z *' * r ,�� American Sbutter Systems a,_ H DESCRIPTION DATE DRAWN By Y.P c_�-yTIWT TESTING &ENGINEERING COMPANY Assoctatton I a STATE F 5355 N.w. 3M. St, SW. 3D3. YslmaA GAImM RAWDA 3316 nC. I OLD 17-107 1/2/2D2 DAIS: 7/2/202o 9 •. R Phone : (305)971-1530 . Fax : (305)871-1531 4268 Westraads Drive 2 West Palm Beach, FL 33407 s DRAWING No %0,e� CORI P =��`� frmaCA-000719lcort 20-1 �� A�isSONAL f�►►i"SEAL/SIGNATURE/DATE FLOWATER AU1 f Ni6� 5 SHEET 6 10 OF 20 MAXIMUM SHUTTER SPAN* "L+" OR 'L-" (ft.). FOR INSTALLATIONS W/ CENTER (D & ® 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 ® TOP & BOTTOM (SEE NOTES tttl CONCRETE &WOOD IISTALLATIONS V ASD.. 1Xs1Gi _ WN,WALL MOUNTING FLOOR/CEIUNG �I,1 MOUNTING MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) FOR INSTALLATIONS W/ OPPOSING W/ NO LOCKING RODS (SEE NOTES t, tt) WALL MOUNTING RAOR/CEUNG MOUNTING �P• ��C Ns, * No. 4 �:. STAI FOF �.(:.• :'��0: LOP SCHFDI71 F Ax MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) INSTALLATIONS ate,L CENTERMATES & W/ ONE HV LOCKS OR W/ NO LOCKING 2ODS (VALID FOR MOUNTING Q SHEET 7) MAXN= CONCRETE -ASJIr061GI- INSTALLATIONS--- PROMNORE FLOOR/CBUNG MOUNTING U_MOUNTING _ n22 LF (IJ� L -w 30 16•-0' 16•-O• .35 _ 40 14'-2•- _ 50 ^ 12'-3' _ 13'-1' 55 _ _ 65- 70 8'-9' 9-4' 75 21CrALIATION Lr.END CONCRETE & WOOD MANSORY WALL A, B. C, D. E, M. N, 0, P, 0, MOUNTING F, K & L R, S, & V. FLOOR/CEILING MOUNTING C, H. 1, 11, J T. U, W & X & M 0 MAXIMUM SHUTTER SPAN t+• OR 'L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. A.S.D. DESIGN PRESSURE RATING. t HV CORNER CENTERMATE ®3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION @2 NOTE J5. SHEET 5. tt EXCEPT THAT MAXIMUM SHUTTER SPAN "L+' OR "L-' AND MAXIMUM AS.O. DESING PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. AND B'-O' SPAN. SEE MOUNTING MOON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 0 HV BLADE 110RIDA 0 02020 TILTECO. INC. IL. E� O tpe. //�� /IDlaSAAe T TESTING &ENGINEERING COMPANY American Shutter ILW 36s N.W B. 3GN. SL. Sta. 3(6. MGMGAMMARORIDA MIS Asseclation Inc.ncstems Phony : (305Is71-ISIO . Fm : (305)871-1531 426E Westroads Drive e-max 61t."C"I... CA-=6719 West Palm Beach; FL 33407 WALTER A TUH Jr. P.E. FLORIDA Ue. 0 44167 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE RATING. L MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RATING (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/130TTOM) OR FLOOR/CEILING: GM-A-POSTIIVE N.S.D. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE GIVEN A NEGATIVE AS.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/CEUNG MOUNINGS: 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.O. DESIGN PRESSURE RATING: DETERMINE: LI-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BERV_-qN 'L1+'. 'L2+". 'LI-' AND "L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR CODE(Hon High Velocity Hurricane Zon, O2D20 EASTERN NEr& SUPPLY. INC. BERTHA HVTFM Accordion Shutter System H.V. BADE #1 W/ OR W/0 H.V. WINDOW BADE .V. N OFSCRIPTION DATE .DRAWN B14 MM%V./LG I OLD 17-107 /2/202( DATE: 7/2/2020 3 DRAWING No 4 20-164 DR IFSt 5'-0' 7,-0' ® WALL HEADER MOUMMG d 1 0 d 6 J5 14 12 10 9 B 18 6 e 12 10 9 B B 4b - 14 12 109 ! e 8 6 15 14 12 10 9 0 8 6 fi t2 I10 8 8 55 - = 14 12 10 e _ 8 e 4b - 14 12 iD ➢ B e 6 1-5 12 1101-➢ 8 B 1! - 14 12 110 B 8 0) B 7$ 14- 12 10 9 B 8 8 16 t2I 10 B A. SS 3 - 14 12 10 8 8 8 {.5 - 14 12 1D 9 8 e k16 12 jfO ➢ 8 5S _ - 14 12 10 B e a IS - 14 12 10 B 8 e12(10 9 D 3 - - U 12 10 B e _� -4 12 9 8 8 12 I10 9 8 1 5 - 14 12 10. D 8 8�4 - 14 12 10 9 14 l 12 10 9 8 4 - 14[12 2 10) 9 8`6L5 (1�3f-14 112 1 4.5 = - - 142 10 9 8 I4I-r- 14 12 10 9 0 712 f0 9 7.5 �3.75 - 142 10 9 1 0 11 12 70 9 8 B 0 �121..O((9 Sb 3 - - 14 12/0 9 0 45 - 1{ 12 9 SS -- f1 12 f08 e 4b _ - 14 12 10 8 B B 14 12 W ' 9 e - 14 12 10 e e 95fl S I - = 14 12 . f0 9 8 4 - = 11 12 f0 8 0 0 - 12 110 61 4S - - - 14 12 10 9 7.5 - 1 - - 14 12 10 _9 e 12 10 ,6S 4 12 BSI 4 - - - 14 72 10 9 45 11 14 12 fD 9 7 I412 10 9 1 B T I2 9S S 3.6 - 14 72 d 8 6.5- 12 14 12 ➢ SS - - 14112 70 9 11} a - - 12 14 12 6 314 12 9 -I1 F. - - r- 10 12 7 - - - - - 1412 �f0 I----7412 12 4 - 14 12 ' -- 12 65 - --1 - = 14 12 f0 --j 14 1Y s-r —1- - 1- - - g1 1 = f-- iT �x to i= f __ _- -�4 12110- 12 _ - _ - - 14 112-_ 14 12- 1 - - �_ 14 12 I - �- - V1O =114 12 14 112 I7}- 14 12 14 II y1j--- 1S 1- -)-- - - 14 = 1 = _ t4 _ _ = 14 = _ __ 74 14 - 74 `_ . _ 1 - - T4 .-' - - - - - - 14 _�i - - 14 - 00 No. 441 a STATE I . I. e 8 - - A L 12 12 l0 9 B 0 8 12 10 D - f4 10 B 12 1014 12 101 9 75155 - 12 f0 e e 7 to B 8 B B I- _ Ii---= - 12 10 8 14 12 10 19 8 7 - /2 10 9 8 - - - 14 12 10 9 B 7.5 - 12 BS 7S 4 - - 14 12 96,1[7t-7—% 12ID e 8 412 10 �_B 4S12 109 - 1211o18-6 2 109ji4 .5 12 B 45 -_- 12 10 9 a - j - - 14 1 12 10 9 B 7 - 12 10 SS -- - - - 14I 12 70 a ds - _ 12 f0 -8 - 14 12 10 85 7 H121074 _ - - 14 12 10 1 9 0 3a5 J - - - 14 12 eS 7 4 14 12 93 7S 45 - 9.51. 1 - I - - I - - 13 BS 16.5, 5 1 - i- - 12 10 s - 14 12 10 D 55 - - - 111_ 54.5 14 nS 75 e 12 9 14 12 0 6.5- B.5 12 7 - - 14 12 10 75 5 - - - 103 3 - - - - 1s 16.7 7 35 - -- — 11 - - 14 11 7.5 - - -I - 9 0 _ - 51 - e l4 5 - - - `12 5 _ _ _ _ - 43110 _ 49 BS B 10 - 14 10 7 05S ` - i 14 o _ t-- I - _I d12 �.-..14 10 t4- --) 1- OS 01 -- _ _= T _ i = 7 _ — 14 __ _- - _ - - _ - - - 02020 TLLTECO. INC. IL ECOIWC. TILLR TESTING & ENGINEERING COMPANY 6355 KW. 36M St. Ste. 305. MOM WOW. FLORIDA 3316 Phone : (30S)871-1530 . Fax : (305)871-1531 e-maR: 4lteeoDod.ewn _ 0-0006719 PALTER A. TRLT Jr. P.E. /Harr FLORIDA U. 0 44167 6S,Sb� 4 3 1 8 8 a 75 e a 7 s s - 35 T437- _ - 8 - ➢5155 4 i = le ai54'S=_ Ss {S 375 41IS - 'B 5 4 3 u 3 - 5 4^ e 3 Y7 3 � ss 3 e 75 4 ] - - 7 f 7 35 = 4- 4 1- - - 55 6 i' TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 • SEE LIMRATI0 S OF USE FOR BLADE 1A ON SHEET 19 Q HV BLADE OR I HV BLADE W/ n HV WINDOW BLADE WORKING IN UNISON 9 American Shutter Systems Association, Inc. 4268 Westroads Dr)ve West Palm Beach, FL 33407 VODE(Hon High Velocity Hurricane Zon1 0-0 EASTERN METAL SUPPLY, INC. BERTHA HVTu Accordion Shutter System KV. BADE g1 W/ OR W/o KV. WNDDW BADE f I OLD 17-107 7/2/2020 DATE 7/2/2020 2 i DRAWING No 20-164 POURED OMQROr /OpcRTIE am Fo11RFD 1:OHlYS7E -, wxm SPAN (E)WALL WALL SILL MOUNTING ©CEILING MOUNTING @ FLOOR MOUNTING (11) UA om MTATNE PI✓fS90iE I*=- C3 kSa. MISR IfFFAAE PIZESSEE WO1F OE76V tiI91TAE RUN; 30 ,o 80 75 +,0 12O 160 2ELS JO ,o eD 75 80 12O 16Drz9s 30 40160 iP�FE�MIRE 75 1 a0 1ZD 16O 205 3• 14 12 12 10 e 9 B 8 S. 5 14W1.10 8 B 8 6 e 14 12 10 8 a B B 8 OR 14 12 70 10 a e e B aE e 8 a 1 14 9 9 e a e e a IT e e 74 14 12 12 12 10 9! 9 6 e e 8 6 e 5 14 12 10 9 B 8 e 7 14 9 9 8 a a 14 12 10 8 8 5 6 6 4 12 10 9 B 7 5.5134 14 12 10 8 5 8 8 6 74 12 10 9 0 5 6 S 4'-0' -14--22 10- 8 '9 B 8 -8- 14-'12 70- 9 5" a B '"6- 1�� 12- 10 9 8 - 8 5S 14 12 70 9 B B B 4 14 12 10 9 8 e 6 4.5 74 12 f0 9 8 6 4 3S 14 12 10 e 5 B 8 /S 14 12 10 B a B a SS 14 12 10 9 B 8 8 4.5 1 12 10 9 7S SS JS 1- 1 12 10 9 8 B i a S 14r12 10 9 6 7 55 4 5•-0' 1/ 12 10 9! 8 8 _8 I B 14 12 10 9 B B 6 55 14 tO 9 8 84S14 12 f0 9 j a ! 7 4- - 1 12 10 9 a es S JS 14 10 8 6S $ 3 14 72 1D 9 jj 8 j7S <g = 14 12 10 9 8 B 6 4.5 f1 10 Y 9 B 4,5 3.75 14 12 19.5 7.5 65 6S - - 14 12 70 9 B 75 5.5 4 1 12 B B 4S 35 6•-0' 14 12 10 9 B 0 e__ 14 12 10 9 8 6 B 5 14 12 1 10 B B OS 5 JS t4 12 f0 B 75 SS J - 14 7] 70 BS 7 SS 4 J 14 12 E B.5 SS 4 J 74 12 10 9 8 e - - 14 12110 e 5 Ie5 5 79 14 12 10 IFS 6i 5 i 4 1{- 1 - f1 12 B 6S 55 3 - - 14 12 t0 9 a 6S 45 J.5 tf 112 10 e 7 5 33 S 7•_a. 14 12 10 B_ a 8 - -_ 14 12 70 e 8 7 S t 14 12 10 e 75 SS J 1 12 10 B (L5 4 - - 1{ 12 a 7S a 4.5 13 - 1 105 7 55 4S 3.5 - - 14 12 f0112 f0 8 7:S 53 4 - 1 12 B 7 7S 45 - - 8•-0' 14 1 11 12 7 5.5 10 9 4-5 - 8 65 - 14 14 12 12 10 10 9 8 751S51 81 8 4 4 - 14 12 f4 12 9 10 7 8 a BS 45 a 3 3S - 74 12 fesT7 5.5 3 _ - 74 12 B eS ssl4 J � IZ585 6 5 - 74 i2 LBS B BS - 14 f2 a 16 85 73 14 93 65 12 10 5 �e 119M- B j 14 12 10 1 8 85 55 - 14 12 8 6S 5 4 - ,.-a.- 115 7S a 4- 1{ 74 12 10 11 7 9 6S 7b 5 45 3S (- (- 1 - - 14 12 11 8 85 55 7 4b S74 3.51 12 B 8S 4S - 14 12 8.5 7 SS 4 1 - - 1 10S 7 55 6 45 - 10•-0' 1.g 8S 5S 14 12 10 4 9 - 7S - _ 1 (-7 12 10 a 6 6S 4.5 5 (_ (- - 14 11 I4 12 7 B_ 5.5- 5 15 4 - - 14 105 77 5 35 _- 65 S 4 3 - IO 75 8 4 1 14 (111 7S 55 - - - - 1 113 9 6 $ 4 1 - 25 95 6 5 1 4 1 4 - _ 105 B 5 14 12 B 8S 5.5 4 I - - 13110 65 5 4 J - - 1T•_0• 14 _. 12 I% - _ - - - _ 14 12 9 7 6 4b - - 14 fOS 7 55 4.5 3S - - 125 95 5 - - - - - 12 9 fi 45 4 3 - - B 7 4S- 14 10 7 - - - - - 14T105 7 55 43 - - IS 8S 55 4.5 175 - - 12•-0' 5 7 14 12 4.5 10. - - - 14 16 172 )8 fi5 55 - 13 10 &5 S / -_T 115 B5 45 11 8 55 f (= B 8 4 3 - -35 9S 6 - ` 13 9_S BS 5. 4 _ t :0.5 E 5 4 - - 9 SS fff - 14 tOSI 7 5.5 45 -_ 55 4.5 15 -_ 13•-0' 14 12 _ �___ - 1411373 a 5 B 454- _ IOb 8 = - 10 7.5 6 4 3 _ - +75.5� 4_12i _ _- e a- 14._a. 4 19 1W 12.5 f71r7M5. 17S jt u - = 15- i1 8 35 - (&55- _ - 2945 15'-0' 9 ;o _._ -.. _ _ - 1 = 8.5I- _ - -Il - - - gS 55 = t -31{_ _ (r-- - - es 6 14 7Z: o b - _ 8.5 •�:\CESF' No. 441,67 STATE F ANCHORS SPACING TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLCGY ALL POINTS STUD-SEr BLUE TAP W/ CAP TAPPER+ • SEE LIMIT.M. OF USE FGR DUOS b'ON SHEET 19 1 HV BLADE OR 1 V BLADE W 1 HV WINDOW BLADE WORKING IN UNISON 43, 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS (A) TO EXISTING POURED CONCRETE: (Min. re - 3 9yl - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THW"ORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDE)L (Mn. rc = 3 k3l) - 1/40 x 3/4' ALL POINTS SOLD -SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Jr.. rc = 3 kei) - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. (Min. rc - 2 Wi) - 1/4.0 TAPPER+ ANCHORS AS MANUFACTURED BY DE:WALT. 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. (Min. 1•c - 3 kmj NOTES- AL7) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS 6 1 3/4•, ANO FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'. A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLID -SFr ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMIT. 1/4.0-20 SS. MACHINE SCREW USED SHALL BE 1 t/2• LONG MINIMUM SHOULD STUCCO COST, AND 1• MINIMUM FOR WALLS WITH NO STUCCO. A3) 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 MAW STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A7) 61 A2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR BFS WEW OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR WSTALIATo INTO EIFS WITH METAL STUDS SEE SHEET 20. (B) TO EXISTING CONCRETE BLOCK: (ASHY C-90) 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. BUaDEX. - 1/470 x 3/4' ALL POINTS SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4.0 BLUE TAN CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRE CT. 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 ALSSOCIAMON, INC. NOTES B.1) 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 SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SS. MACHINE SCREW USED SFW.L BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. AND i' MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE; PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE I asnNG WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 9.1) & B2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR ETFS WITH OR WTTHOUT METAL STUDS CONSULT THIS ENGNEER. FOR INSTALLATION INTO DFS WITH METAL. STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. 00- DISTANCE VERSUS SPACING SC),REQUyE i0R ANCHORS; MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E.D. LESS TWIN MIE INDICATED. REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHAD. NOT BE LESS TWLY UMMUM SPACING INDICATED FOR EACH ANCHOR TYPE FACTOR ACTUAL EDGE EDGE TAiPCON TAPWN WITH ADVANCED ALL POINT SOLID SET BLUE TAP W/ GIP TAPPER + DICTANCE THREADFORM TECHNOLOGY SPACING ED. MN. SPACING m 3' MN. SPACING a 3• MN. SPACING m 3 1/2' MN. SPACING = }• 3 3/44'- 4' POURED CONCRETE & CONCd:EIE Br TO JRED �E CINME POURED CONCRETE & POURED CONCRETE & t�PBD mt✓�lE awaiTE euxx YN. P�.•J' t6LL ED•! 1/2• 7I /M LDt ED.=2 t CONCRETE BLOCK 18L ED.-3 172' CONCRETE BLOCK MN EO•r Nil Ea.31/t MN. EO.2 1/Y 3' 1.0 0.90 1.0 0.78 1.0 0.84 z - oat _ -- --- ost --- - 1 t 2• U.35--- -•- _-- - - -- - - ---- -.. _ _ _ - _----- - oss--- _ -- 02020 TLLTECO. INC TILLIT TESTING & ENGINEERING COMPANY 63W N.W. 3RA S4 St. 30. VIRGWA GIRDIM FIORW 33 Phone : (305)871-1530 . Fax : (305)071-1531 -al. Wt_0a01.wm CA-OOw 9 WALTER A TILUT Jr. P.E. FLORIDA LT. 1 44167 AnSmSxAn American Shutter Systems Association. Inc. 4268 Westroad5 Drive West Palm Beach, FL 33407 L'UUt (Non High Velocity Hurricane 2020 EASTERN METAL SUPPLY. INC. Y`fz E "am " V TIA Accordion Shutter System FLV. MADE #1 W/ OR W/0 RV. 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St, St4. 305, VRM A " MM n u60A 31 ' �'•, '%�.��; • `�ORI P �� - Phone : (305)871-1530 . Fax : (305)871-1531 e-mciL 67teco0w.wm '''''isS�ONAL G-0508719 WALTEIIa .a Al /CII.1-1-/n.Tr FLORMAU11144167 ANCHORS SPACINO LEGENE TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ LANCHORCAnoEET 13 0 VALID ONLY FOR UP TO +70. -75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 HV BLADE ONLY hL WA BUILDING American Shutter Systems AeeOC1at10n4 Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane ton B 2020 EASTERN UEr& SUPPLY, INC B o Accordion Shutter SystemA.S,S.A, VBDg1 W/ OR W/0 KV. WNWN BADE Er. N IIESCRIPIION DATE ORANN BY. MA 1 05 17-107 /202: DATE 7/2/2020 2 DRAWING No 1 20-164 s i 4 I MAXIMUM A.S.D.DESIGN PRESSURE RoTIN (p Q f ) AND CORRESP13NOIN MAXIMUM k HOR SPACING ((9� SGEI I) FOR A GNEN MAY. SHUTTER SPAN. N Al AS.D. D SI N PRIESSUR Ann AND A CORRESPONDING MOLNSMNG TYPE (SEE MOUNTINGS ON SHEETS; i6 & 17). U B 2�;TRATE- SOUTHERN PINE No. 2 W/ MIN. 6=0,55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX SO ERN IN D. 2 W// MIN. G=0.55, SPRUCE PINE SPRUCE PINE OOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. 0=0.36 PLYWOOD OUGIAS W/ I'tIN. FIR NORTH FIR SOUTH c=G.;u W/ MIN. G=0.43 W MIN. 0=0.36 ��N WALL MOUNTINGS CEILING MOUNT T FLOOR WALL.MOUNTINGS- _ CEILING-MOUNT_T -.ggll MOUNTINGS - - CEILING- MOUNT T WALL M. N. 0 & R UMBUNTINGS M, N. 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. 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ANCHORS TO WALL. FLOOR OR SOLD WOOD SOFFTr SHALL BE AS FOLLOWS: 3. SUBSTRATE SHALL CONSIST OF THE FOLIDWOIG: - 1/4'0 TAPCON ANCHORS• AS MANUFACTURED BY LT.W. BURDEX W/ MUM EMBEDMENT AS INDICATED AT -SOUIHVVI PONE No. 2 W/ G-0S5 (NMS) -DOUGIAS nR W/ Cr050 (N.O.S) FAM SECTION ON SHEETS 16 B 17. N: EXCEPTIOSEE NOTE 2 BMW. -SPRUCE PINE FIR NORTH W/ G-0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ 0=0.36 (N.OSJ 2 AHpi0R5 TO HOLLOW CEILING SNAIL DE AS PER MOUNTING TYPE U. SHEET 17 AND SHALL CON56T OF -MIN. 1/2• COX PLYWOOD (1986 APA) TAG SCREWS AS PER NOS 201E SPECTMTION9. 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOID(ENDATWNS AND SPECIFICATIONS OF THE ANCHDFeS MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 0,%%gplIIII Tl �P EN \rj ND. 44 i ,o: STATE ''�i�/O���i '• /Ai..S�ON onji, r✓q'-,� _ 67 = 02020TLTECO. INC. il Ec ®�a�. �e���aAe A merican Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach. FL 33407 02020 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System KV. BLADE g1 W/ OR w/D Kv WNWW BLADE TILUT TESTING & ENGINEERING COMPANY GM N.W. 36M St. Ste. 305, VMG M GARMM, ILoF= 31t6 Phofm : (305)871-1530 . Fox : (305)371-1531 e mm tatewORRleom cA-a0os71e WALTER A 71WT Jr. P.1- FLORIDA L� 111 4411;7 \� ``_ Ev. N DESlyuvn0x DATE DRAWN BTING t OLD 17-107 /z/202 wiE 7/ 2 DRAWING' 2C♦- ��« 3 f 5 ''(G `�� rs\l�cA1 /ar-AfernorinA� INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & (g HV* BLADES AS APPLICABLE WALL FINISH MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1) ONLY SHALL ,- BE LIMITED TO 105.0 0. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & — ? / rTIA wrrH ADVANCED A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON THREADFORM TECHNOLOGY 1�1 1/4 0 TAPCON OR W/ 1 1/2• din. PENETRATION 4� TAPCON WITH ADVANCED THREADFORM TECHNOLOGY �__�.__ _ I W THREADED AREA E /`"'�_ r W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING ~�J' fL -J EXISTING WOOD HEADER. �� J ! 1LY SEPARATION r'�,` i • = WOOD HEADER. (SEE SCHEDULE ON SHEET 15) + I , O (SEE SCHEDULE ON s1EEr ts) - / 1 m aA55 (sFE k QOR `g ,, 1 1 f i f�'�' 1 4'O-20x3/4' S.S. MACHINE 9OiDlAE � SF!<E'1 v '\ SCREWS W/ 1/4'-20 NUTS (— 11 FOR BLADE(DAND v1Min:-i- 012' O.C. x ON SHEET 19 FOR g 11 \lllli i\11 t i , i EXISTING ! HADES O ® t GLASS-7 ,1 I (. -GOR�i ii !� FINISH,' 1--OPTIONAL !—_1 ;�� --^I- I C�IIr III,+i("E�•\ � � I EXISTING MIN. r---� FINISH f I 'I'I O ' I;'_ .-•_-_� _ • L- 2'x4' WOOD (IJ,^-Lf1 - (� i - •—nitritltllLll _ ._ HEADER REQUIRED ( __ OGR @6 __ I _ EXISTING MIN. j(111 d oR I - 27x4' WOOD EXISTING I , gpApA I •I 1 HEADER REQUIRED I I + r - d ' {, I 1 1 `0 TAPCON OR TAPCON WITH ADVANCED GLASS-"-1 TO MASS (SEE I,II T14READFORM TECHNOLOGY W/ 1 1/2- I li + Min. PENETRATION OF THREADED AREA TO I-- SiiEDULE CH SHEET _ MIN. EXISTING WOOD HEADER SEPARATION TO GLASS ION SHEET 19 FOR CEXISLASS-1 (SEE SCHEDULE ON SHEET 11) - I ,'I, L' , 1 I'` 1 (SEE SCHEDULE ON SHEET 15) 2.4' CON7. SILL PLATE REO'D. ®HV WALL HEADER INSTALATIOON HV WALL HEADER INSTALLATION OHV WALL SILL INSTALLATION N 1 MIN. SEPARATION TO G1A55 EXISTING -.I .. 'i.__r- �_ MIN. SEPARATION TO GLASS _ - 1 _- F MIN. SEPARATION i0 GLASS I I EXISTING (SEE SCHEDULE ON SHEET 11) ,5' Q (SEE SCHEDULE ON SHEET 71)-" — - —_- - -.--- _ 2'x4' COhT-.-( GLA55� } EXISTING x WOOD PLATE j (� SCHEDULE ON SHEET 11) 1 y ') GLASS --I 2' RLro D. i I s I a a S.S. a ( 1/4'0-2a.3/4' s.s. ' r ! I) I! MACHINE SCREWS 1/a'm-za�/ - tYALL II MACHINE SCREWS W/ I I I USING 1/4•-20 NUTS ,I, .L,y - 1/4--20 NUTS 0 12-- 1 012' O.C. - _•� FINISH .I I O.C. �.. 13 l l - oR �'^ I Flog 15+ WOOD I Yx4' CONi. o .• tl o__-----4lZi1R_lllt I1�1 - ;-E0-f0� I ' i EO'D.PLA� E0 L EO -1' Min. ,•i i `-� H ' �.-_.-1' Min. OR, • `E, 1 I `,;'I \ r11��, �(II 1/4'0 TAPCON OR TAPCON WITH ADVANCED t I) +y THREADFORM TECHNOLOGY W/ 1 1/2' I' 1 •` j l 1 1/4'0 TAPCON OR TAPCON WITH ADVANCED J I 'S _ , 2'x4' CONT. 1 Min. PENETRATION OF THREADED AREA TO THREADFT)RM TECHNOLOGY W/ 1/2' _ 1-�i' 1� _ - 1/4'0 TAPCON OR NOT£: • SILL PLATE II .:�.� EXISTING WOOD HEADER 1I,Y 'I 1• + Min. PEYETRATION OF THREADED AREA INTO PLYWOOD 'lu \ TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL `1'REOb. i (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) EXI511NG MIN. 2'x4' 1/2' MIN. CD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. S WALL FINISH • ? PLYWOOD REO'D. W/ 1/2' Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE ��, -t iS_ + ' STUDS ®16' O.C. MAX. THREADED MEA INTO PLYWOOD COMBINED IN ANY WAY TO 1/2' MIN. COX PLYWOOD REO'D. WALL FINS REQ'D. PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. -EXISTING MIN. 2i4' STUDS 0 16' O.C. MAX REWD. ATTACHED TO STUDS IN ® HV -WALL SILL INSTALLATION PLYWOOD TO S.E ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH wm4 SECTION 2 .07 8 OF THE F.B.0 SECTION 2308 OF THE ®HV WALL SILL INSTALLATION SEE LRI TIONS OF 115E OF F.B. P HV WALL SILL INSTALLATION BLADE to ON SIIEL7 19 FLORDA BUILDING CODE (Non High Velocity Hurricane Zone' AP���„11 ````a1111Dt• /�J'''' 02020 TILIECO, WC. 02020 EASTERN METAL SUPPLY, INC. 1Rv�C1F��ENrr�s •.� . —�--� BERTHA HVTL, = A■ S Accordion Shutter System No. 441 A.S.S.A. KV. BLADE #1 W/ OR W/0 HV. WNDOW IIIADE * ; * TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EY, , � off LUTE DRAWN BY. Np •'D STATE 0 atss RW. 36UL 5L. Ste. 3M, VROM CARDENS, FU)MM 3316, Aeeoclation. Inc. 1 OLD 17-107 /2/202 DATE 7/2/2020 ' 9'. Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westrocds Drive 2 D,c'- "(ORID ."' --a. t..00 1— West Palm Beach. FL 33407 s DRAWING No wALTER 0. TIU1T Ur. PE 4 20-164 ''�FFnuuum W SEAL/SIGNATURE/DATE FLORIDA U . 0 aa167 O SHEET 6 16 OF 20 -WALL FINISH - - 1/4"0 TAPCON OR +� TAPCON WITH ADVANCED i 11 i THREADFORM TECHNOLOGY W/ 1 1/2" MI .PENETRATION OF THREADED AREA TO r EXISTING WOOD HEADER. I. ! I I (SEE SCHEDULE ON SHEET 15) I I� ovnoruL 416' (Min.)0STI E7NG WOOD BEAM REQUIRED. 1/4"0-20x3 4" S.S. / STRUCTURAL ADEQUACY - OF EXISTING WOOD REAM PHIWPS TRU55 HEAD MACHINE SCREWS TO 13E CERTIFIED BY W/ 1/4--20 NUTS REGISTERED ENGINEER OR ARCHITECT PRIOR TO 0-12'-O.0 SHUTTER INSTALLATION. EXISTING-3 1... EXISFNG MIN 2'x4- GLASS HEADER REDID MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11)` �S HV WALL HEADER INSTALLATION t�SEE SHEET 4 FOR TWRAL SHUTTER ASSDHLLY 2-MOIINfiNC GECTIONS CAN � C01t901E0 M ANY WAY TO SUR ANY WSTALIATXIµ i- MIN. SEPARATION TO CLASS EXISTING I (SEE SCHEDULE ON SHEET CU1S5� 0 1 II i I WALL -- FINISH; ( I M J A 2 x4' CONT. Ii SILL PLATE 1/4"0 TAPCON OR -"— TAPCON WITH ADVANCED 257' THREADFORM TECHNOLOGY Max. W/ 1 1/2- Min. PENETRATION 1 OF THREADED AREA TO T EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) /.� OUSTING G.._. 1 I To 1Mmi 1a I To sM EXISTING 11W 9 ,•� GASS\ , CIA ALTEF ANCH LOCAI Mac •�- 2ti6" MIN. WOOD-4, DECK REQUIRED (NO 11413/4' S.M.S. ---- -11L- ® 6' O.C. or 1© or 15 1 ( 1 OPEN HOLE AT EACH STUD TO ACCEPT 5/16'0 LAG SCREW AT CENTER OF TUBE. � E]0�1So1RS G7D aA_1QOR ®'a a ( ON SLIT 19P i O OR ®• 1 r �tox3/a' IiEx -- WASHER HEAD TEK 11SCREWS ® 12' o.a .a i FINISH ALLOWED) --- _EO-I-EC-111 EDGE OF DECK-' IF APPLICABLE --r g„=?�-__. N 1.'` 1/a'0-20x3/4' S.S. 1/4"0 TAPCON OR - f'HIWPS TRU55 HEAD �- TAPCON WITH ADVANCED M'^• MACHINE SCREWS THREADFORM TECHNOLOGY W/ 1/4'-20 NUTS ! V W/ t 1/2' M(n FENETI1A710N 1/4"0 7APCON OR TAPCON WIT ® 12 O.C. H ADVANCED THREADFORM - _2- - -_ OF THREADED AREA TO TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) • SEE UMRAHONS Or USE FOR Q HV WALL SILL INSTALLATION MADE lA ON SHEET 19 ®HV FLOOR INSTALLATION ATION ���jL1���11111 ..... 1 / ' 02020 11LIEC0, INC. i 7�1� A1� TC ®,Ne. No 441 *' * o'• STATE 0 7ILLIT TESTING & ENGINEERING COMPANY rays N.W. 3611. St.. Ste. 30% WIGIDM WDEN5. RaRDA 3315 ZORID 4d" (305)971-IWO . Fox : (305)871-1531 a-ma0: tltewOwfl \ra\1, T` ` WILIER A 0CS7719 P.E.a.,,S�OIVAL p��.�``SFAI /SIGNAnIRr/nATr FLOR03A U. f 44167 (IF APFUC49M DOSTING WOOD TRUSSES OR- -1/2' ---- RAFTER ® 24• O.C. REQUIRED LXISHNG SOFFIT 3/4' Max. THK. CONT. ALUM. TUBE (6063-T6 ALLOY) W/ Of Q Or Q (3)5/I6'0 LAG SCREWS TO EACH RAFTER OR TRUSS. I LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD I MEMBER. (2- Min. NOMINAL WIDTH) W/ 2' IS.. PEN AREA_ VALID FOR ON OF THREADED INSTALLATIONS WITH 72psr I MAX. A.S.O. DESIGN LOAD AND 11 9'-0" MAX SPAN. THIS INSTALLATION IS ONLY VALID FOR WOOD W/ NUL SPECIFIC GRAVITY OF 0.50 AS DOUGLAS I ' 1 ®• FIR OR SOUTHERN PINE N. 2. _OOR OR EQUAL. MIN. f i ._ SEPARATION I l TO GLASS (SEE SCHEDULE ION SHEET 11) I I I I I EXISTING OIASS—i I I �I 2' REN. Woo RED (NO FINISH ALLOWED) _! _EDGE DECK IF _ - EDGE OF DECK APPLICABLE IF APPLICABLE 1/4 O TAPCON OR TAPCON WITH ADVANCED ( THREADFORM TECHNOLOGY W/ 1 1/2" Min. i -- 2' MIN. --- PENETRATION OF THREADED AREA TO EXISNNO WOOD HEADER (SEE-------�� SCHEDULE ON SHEET 15) QX ITV WALK —OVER INSTALLATION FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone m 2020 EASTERN METAL SUPPLY, INC. Accordion Shutter System ■ ® ■ 9 KV. HIDE #1 W/ Qi W/o ITV. WINDOW BLADE American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 IAWING No 20-164 END INSTALLATIONS n HV BLADE OR CA WINDOW BLADE INTO 2"x4" MIN. WOOD_ STUDS ]i{' IOL WOOO Y.a' SUM REM. _ 2 i�' eaL 110oD 10l. `; '+, \ i / : / / 1 / r1 r 2 OCOD STUDS._.., ' \ ` f/VY TAPCON UA5 REOh (As APPIIrAetE) - j / \ /riNexoq a e• I1G 4� / \ / r W 11/] V1x. ''` \\ // v / / r i .` t/ / r / r i r r .•dam, zia• IO,W (ASDDAFMCAM0 EXISTM awpi m f/r wn f t _ '• y 1 \ f� SNOS EOST. 1--E7t67MG Gl/S: 4 `F� 1 V /� (0•�1 Eaird\ ;�E705DNG QA55 •i /�� E7Oy�D.4 LASS rut SIT Maw i/z• M mz —1/]' GLASS �_ IOL Sena�xIM PLTIP)00-'- TO(sT>: 5 n-v :. IAN. tox - ro GA6 (sE IRt srfRnaul 11 FOR HIS mtea f' 1/i6's5' W1. -• I1 FOR 9Q �-�— mQA4 (SS 1 • UK CORi , BII� ®Y ® 6 ( i - MASKIML- /]' M, CM a Ism {•a�i.. I EOMS PLINCOD. ,ri• fma PUR aauTE 1/2'r , RYAtIOD. 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Inc. , OLD 17-fo7 ORID PIIM.: (305)871-1530 . F- : (305)871-,1531 4268 Westroods ^9Yve 2 ��` °—na - DttiaoO°O'0OA West Palm Beach, FL 33407 S ''''•, No ,S�0NAL 1SIC;1?\`\ WALTER A TDTMjff'Jr. P.E. s —DRAWING 2O G1 G4 _ P.E. SM/SIGNATURE/DATE FURMA u`. 1 "167 3 F. 1s GLAD---aj TYP. EA. END MAX 5 WINDOWS 3 ALLOWED AT HV y VANDOW BLADE 0 1 SEE END CONNECTION DETAILS ON SHEETS'•_ 10 & 18 TYP. i I FULL HEIGHT. . s 2 1 r LL UNLIMITED K10TH---------.. 1 aisn,G GLASS-1 ELEVATION 1W. SPAPA`IDV TO GLASS I (SEE SQBDICE ON sDET 11 FOR GLADE p -------------------L.—_---� Am ON THUS SHEET FOR 8Al6 & A --------------- RYP. ( ' X, a 1 / V TYP. SYMMETRICAL CENTERNATES 21 @ W/ OR s AND W/O (S NDTE 4 A50YE) PLAN— TYPICAL_ -_1: HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE lid, SHUTTER* N.T.S. I. MAX A.S.D. DESIGN PRESSURE RATING: +11D, - 110 pa.f. 2. MAX smunER SPAN: 96' 3. ALLOWED MOUNTNGS: A. O. 0 & H ON SHEETS S. 71 AS WELL AS MOUNTINGS M. 0. T. U & W ON SHEETS 16 & 17. 4, W11.Y CEMERWTES 2(ll ®fGTH W/ (ta DR (23h AtaE AupW'Eu WRN (2f1 Ary ED IN A SYNi(, E-iAED OR OPP G IA OUf. IN CASE OF OPPOSING ID, MUST !3£ DICLIJOED ONLY AT D(TEFUOR ACCESS SIDE OF CETd1L71W E 5. (A) KV WINDOW BLADE @ SHALL ONLY ALLOW A MAIOIAUM OF 5 OPENINGS (3'0 HOLES) FOR © PER BLADE AT SPACINGS SHOWN ON SHEET 4. (8) MIN. CIEWANCE FROA TOP OR BOTTOM CAGE OF HV WINDOW BIDE 1Q OF ANY 3'0 HOLE FOR A4J SHALL BE 12'. (C) FWT OR L§ BLADE COMING OUT FROM SfARN76 AT am MAY BE NV -D W MADE I (D) W WINDOW BLADE lO MUST BE USED ALTERNATE TO A SOLD HY BLADED THROUGHOUT SHUTTEq's WIDTH. (E) CE�ERMATES SEULL ALWAYS BE INSTALLED ADJACENT TO A SOLD HV WIDE 1 AT EITHER SIDE OF THEM. (F) POLYCARBOHATE HV WINDOW P SHALL GE- INPROTECMEDSTALLm 50 7F�T1 TANS FACE BE TONLY HE WTSTA LED �E OPENING LOCKED USING'A W SETTING TOOL PROVIDED BY ASSA. INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME DIN BUILGS ON SHEET 15. AS UNITED DY SPAN AND DESIGN LOAD IS NOTES 1 & 2 ABOVE). 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: WIG ZONE MINIMUM SEPARATION TO GLASS 1� 1 7HRU 3 1' 1 1 ( 6.25' ALTIE 4.AN 11115 ii2A,!..ftE=RIQR ONLY) ca+, 055c1 ,�vj�'� N ` %WJmlfll SAL``` �ti R.. f''7iA ``"Al�P�uCEN • `/T' �9- No, 441 7Q� �' /�,o/� STATE E 0 in -i .. �Crr 'Lc -10RID ��,��� /ONAL �'.��`'? �fff1H111T111 p.1=. SEAL/SIGNATURE/DATE 02020 TILTECO. INC. IL E C ®too. 1 wluun oulLlnnu �■�.�■�� eFICG11 Shutter Systems Association, Inc. 4268 Westrcods Drive West Palm Beach, FL 33407 bUUL loon nigh Velocity Hurricane Zone ®2020 EASTERN METAL SUPPLY, INC. BERTHA HYTM Accordion Shutter System H.V. BADE #1 W/ OR W/0 RV. BINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY OW XW. 36h. St.. Sta 30% VRMIM C1R0019. ILOWDA W16 Phwe : (305)871-1530 . Fm1 : (305)871-1531 a-ma0 ORacoOaoLcom CA-a006719 1YALIEI3 - TILLR 9 P.E. FLORIDA U`' a 44167 y „ DFSCdPaGN PATE ppAWB gV. Mp 1 OLD 17-107 1/2/202 DATE 7/2/2020 2 DRAWING No 20-164 3 6 SHEET 19 OF 20 6 1 1/2 a D.035' THICK (• -4 ASR1 A-653 GRADE 40 m. VAR]FS•`,�,;1 G-60 GALV. STEEL 2' , Mcie.'.^'I L STUDS AT 18' O.C. W ,J o� 6 --- -,-- / ® 6- D.C. / o e- O.C. 1 ExisnNG GLASS MIN. SEPARATION —1 TO GLASS i �I:F (SEE SCHEDULE) 4 = i rt'E5! mI (n•P•) a - 0.035 T10CK V- . EXISTING FINISH CIWAIELAS APPLICABLE �' I OEEL,RICK I 7FDE 40 Min. G-60 , .Tom TO StuOS TEX SCREWS ON FAIpQ FACE 1 10 6• D.C. �� 1t 0 6" O.C. II i I1 ' ��• �' - -- r . . , ... -- --- — 1 .. vVl. T LT\Tq/'14 LJ �-12.000- Max.r INTO METAL STUD WALLS * �a�s•L� GE ERAL LI 0 S AND COMMONS OF USE FOR BERTHA(I) HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS I. 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 OF (2) 35 (6• LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT -EXTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. ^l Wlt 1/2"� 38 +�� BLADE SLACK DETAIL HVF IS ALSO VALID FORT CENTERMATE 21 APPLICATION WITH BLADE 1Q c - 436 6'x 1 1/2 i 653 G THICK ' =:VARIES -. ` ti Min. ASTMC-6 GALV- GRADE 40 �-- '•:Mox --1 ®6" O.C. Min.ET SAI S AT STEEL '- - = :=1 MS (MALL HEADER/SILL INSTALLATION METAL SiU1R AT 16' O.C. !din. - - - - - - ZEXISTING CUSS _ - i I I SYMMETRY61L CE :,..:...:•;.,, NTERMATES W/ !;EXTERIOR ACCESS SIDE::. --------------- ---- ----------------- IN r (Cont.) uuvv1AA^- 1/2• (Typ.)-- q•00 ®3 1/4"e NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE 9 —3•000• )_ Max •� 43c t.ENGiH + 1' ® 1/4-0-20X3- BOLT MUST PENETRATE .-7.373" j aI 250'-I--I•-..OSD- nT—l��b i1/4"s-20 THREADS 43c 1 /4'0 ELCO CONSTRUCTION PRODUCTS FAB-LOK HD COMPONENTS ,-.EXISTING FINISH AS APPLICABLE SCALE: 3/8'= 1" it (IYP. TGP & BOTTOM) I SYMMETRYCAL CENTERMATES W/ .:INTERIOR ACCES�S_SIDE "; ;;:• .:;• - ---- ------ ! 1 \ .-.' (6" Min.) I. •"` i - 24 flV@ BLADE SLACK DETAIL HVF Bvc �lu�nt \\\Vt�HH fAAAA 02020 MTECO, INC. ��'�,10EA ` No. 44 6 =�_ �� 1 L E C 0 mc. TILLIT TESTING & ENGINEERING COMPANY GM H.W. 361!. S7. St. 3M%VI9fa0A GA990s, FLORIDA 33 * • * STATE �1 ��?02J F i�.P'•. FCORI t-A( P ' `� Phone : (305)871-1530 . Fax: (303)871-1531 a-maa: tateeo0aoleom ��, �1��_t\\ CA-0006719 *1117DNA. p P�\"CFAI /Cli' An!OC 7nerr FLOC Fhb 44167E N WIND ZONE MINIMUM ASTM E-1996 EPARAMON TO GLASS 1 THRU 3 1- 4 4- 1 3/4•11 6 7/4•x 0.035' THICK Min. - - (GONE GALV. STEEL. TRACK CHANNEL, A0N A-653 GRADE 40 Min. G-60 ' .(` ! •..-. •, + GALVANQED FASTENED TO STUDS ... •� 1 "•.: ' - :' "I'� •:: ' I I ;.. T2 J W/ (2) 064/2• TEK SCREWS ON .MW. SEPARATION•, VARIES,:: TO GLASS 2• i i -' I INTERIOR &EXTERIOR FACE •? --': (SEE• SCHEDULEj. Max : -.�i€-. - -6 1/2• MAX. SLICK A■SfS, A13 American Shaffer Systems Assoclafion, Inc.-'- 4268 Westroods Drive West Polm Beach, FL 33407 I a --__-- -=--v- 12 -�1 �J LOCATED AT 12 J HV HEADER/SIL ENDS VIEW Y SIDE CONNECTION TO TRACK JulNG CODE(Non High Velocity Hurricane Zon @ 2020 EASTERN METAL SUPPLY, INC. BERTHA HV,, TM Accordion Shutter System H,V_ aADE #1 W/ OR W/o H,V. HINDON BLADE CAWING No 20-164