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HomeMy WebLinkAboutProduct Approval Shutters Accordion^VA �C .T ��]l •. Y _ _ .� � N1JLeC1G1 ' a BCIS Home j Log in User Registration i Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links i Search ' Honda '��+ �rEe Product Approval pr ',� +_ � USER: Public User Product A proval Menu > Praduct or Application Search > eeplicatlon Us t > Application Detail FL # FL389-RIO Application Type Revision Code Version 020 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley I rodrig uez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category OAccordio' Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Waiter A.. Tilllt, 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 Kampmann Jr. % Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL389 RIO COI COI ASSA BLADE] pdf FL389 RIO COI COI ASSA BLADEI Z pd( FL389 R]0 COI CO1 ASSA BLADE3 pdf Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 ear 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 FL # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks (top 3 - (Non-HVHZ) - Drwg 20-165 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 RIO II DRWING ASSA BI.ADE3 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 R10 AE PER ASSA BLADES 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, W-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. or- 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: BLADE1.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 16'-0" for 30 p.s.f FL389 RIO AE PER ASSA BLADES pdf negative ASD load depending on centermates and locking rod Created by Independent Third Party: Yes conflguration for the HVl blade, 8'-0" for +64, -72 p.s.f.` A:S.D. load for HV blade for Keystone mountings 7'-0" p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f. for HV1A working in unison. See sheets 7, 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 Approved for use outside HVHZ: Yes FL389 RIO II DRW ASSA BIADFI 7 pdf Verified By: American Test Lab!,of South Florida, Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load FL389 R10 AE PER ASSA BLADEI 2 df for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, Created by Independent Third Party: Yes 25 and 28 respectively Back Next Contact Us :: 2601 Blair Stone Road Tallahassee Fl, 32399 Phone: 851L487-1824 The State of Florida is an AA/EEO employer. C jay-nght 2007-2013 state of Florida :: Edyacv 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 einall 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 Approval Accepts: 0 M,M] GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE WITH THE 2020 (7th EDRION)OF THE FLORIDA BUILDING CODE THIS ACCORDION -SHUTTER SYSTEM SRALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 162D OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICnON WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASIDE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASIDE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (AS.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 RESTED• WERE NOT OVER STRESSED. A 33 R INCREASE W ALLOWABLE STRESS FOR WIND LOADS WAS IM 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 1602.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: —HV BLADE (D #0214.01-03. #0715.01-03, 81004.01-05, #1214.01-05, 00317.02-06. 00609.01-10 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) & 01220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE. —HV WINDOW BLADE @ #0505.01-08 AS PER AISTM E-1886 AND E-1996 (MISSILE LEVEL 0• WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND B 0725.01-88 AS PER TAS 202 PROTOCOL 2. HV BLADEG) AND HV WINDOW BLADE e 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 814x2.75' AND 014x1.75' RESPECTIVELY, 410—HT MINIMUM SERIES STANLESS STEEL. SCREWS WITH 135.0 hi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS 'ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063—T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR 6005—T5 ALLOY. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 01-6 OF THE 2015 ALUMINUM DESIGN MANUAL. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi 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 SERIFS STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE ID : 12,13.14.15 AND 20 HV BLADE Q & @ WORKING IN UNISON: 12, 13 & 15 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 06-779.502. COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S. PATENT g5'458,179 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/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN 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 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. LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 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 17 AND W WINDOW BLADE 1nA (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 SHEET 18 AREA 3: HV WINDOW BLADE IAA ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: W WINDOW BLADE n ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 13. (a) THIS P.E.D. PREPARED 13Y THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; L. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.E.D.. PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. 0) ORIGINAL P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 02020 TILTECO. INC. © 2020 EASTERN METAL SUPPLY, INC. ..:..: BERTHA HVTM \CEN :`�9' A S S A Accordion Shutter System ■ L E ■ RV. BLADE y1 W/ OR W/o RV WINDOW MADE No. 441, 7 American Shutter Systems EV. N DESCRIPTION DATE DRLWN.ITr: M.v ' y TILLIT TESTING & ENGINEERING COMPANY * • * /✓\ — LW KW. 36MJ0 . SL. Ste. 5. Vdtc1r011 GAIMENS. FLOID4 3JI6 Association, Inc. I OLD 17-107 /2/202 wTE: 7/z/zozo o' STATE F //� �� Phone : (305)671-1530 . Fax : (305)871-15J7 4268 Westroods Drive 2 DRAWING No e-ma4t�v0c6®191.eom West Palm Beach, FL 33407 3 20-164 S �ORI G � ORIDA u 8 44167E 5 SHEET EAL/SIGNATURE/DATE 5 1 OF 20 FOR WNDON 0 E 0.454" ,Inr—t4 4.385� B57' 4.999' COVERED DER US PATENT 5458179 IMITATIONS BLADE ® ON SHEET 19 60 16 A 0 AND TEMPER FOR USE W/ BLADE n c 1.917' .060" 7`A � - 0�o-1 670 1.686' 11 HV CEILING HEADER QOKLIFIED FOR USE W/ HV BLADE ONLY, SEE SECTIONS FOR VAUDI 6063-T6 ALLOY AND TEMPER X MN X NN. Y MN t 1' 1' 0.062• 1 t 1® SIDE ANGLES QUAUFlED FOR USE W/ HV BLADE Q1 6063-TS ALLOY AND TEMPER O 6063-T6 ALLOY AND TEMPER �j VARIES 1" 1.915' Mo'. o 'ol .100• R .060' O60" o j 0.1 (670 3.sgn- 1� �V HAD/ER/S/� QUAUFIE FORT6SE W AND BE PEROONLY T1 ALUMINUM ANGLES QUALIFIED F0USE W/ HV BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER \`� ,GEN �✓ No. 441 7(;� �0STATE 0 .�' • �ORID .•' a 6063-T6 ©HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY A D TEMPER 'ol 1936'. FT n .09J" 'o� ini o� QZ3_ o nl 670 3.5, 13 . HD CEILINGHEADE�AIL QUALIFIED FOR USE W/ HV BLADE O SEE SECTIONS FOR VAUDITY. 6063-T6 ALLOY AND TEMPER COMPONENT A I B T1 T2 17 2" 5' MAX. 1/8" 1/8" 18 2' 5' MM. 0.192' 0A.2- 19 2.5' 7' MAX. 0.190" 0.190' ® 2" 5' MAX. 0.139" I0.131" 02020 TILTECO. INC. /T-1L TECOm.. TILLIT TESTING & ENGINEERING COMPANY 6= N.W. 36th. SL, Ste. 305. NROMN GARDENS. nDR1M 33 Phone : (305)871-1530 . Fax : (305)871-1531 e-moD: 61tecoGoot.eom CA-0006719 WALTER A MLLIT J, P.E. FLORIDA Uc. ® 44167 1.491' 1,200' 0 1 A[' ( 5)HV 90'/1 t30' STARTER QUALIFIED FOR USE W/ HV BLADE 1Q 6063-T6 ALLOY AND TEMPER 2.670' .994" 7 1.000" a . ( HV TRENCH TRACT �SE W/ BLADE 01 0 Y. 5063-T6 ALLOY AND MP 14Hb, WALLE EOS L QUALIRED FOR USE Ytl HV BbkQE 1Q ON 6063-T6 D TEMPER . {' . . % Y t 40 3' 3' 10.090' L CORNER POSTS QUALIFIED FOR USE W/ HV BLADE 10 6063-1-6 ALLOY AND TEMPER 1@ HV RAINGUARD QUALIFIED FOR U5,E W/ HV BLADE 1 6063-T6 ALLOY A D TEMPER FLORIDA BUILDING CODE (Non High Velocity Hurricane Zont © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM A S S ■ ■ Accordion Shutter System FLV. BLADE #1 W/ OR WAO H.V. Wilt W RADE American Shutter Systems EV. NJ DESCRIPTION DATE DRAWN BY: M.P Association, Inc. , OLD 17-107 /2/202 MTE 7/2/2020 4268 Westroads Drive West Palm Beach. FL 33407 2 s. DRAWING No 20-164 ONLY E C.'—I ODD* r I PLAN •Y FROM ELEVATION © _LOCKER FOR "T" LOCK-CENTERMATE QUALIFIED FOR USE W/ HV BLADE (DONLY 6063-T6 ALLOY AND TEMPER 1.917 063 La� lo 31 D C OCKING ROD QUALIFIED FOR USE W/ HV BLADE & A 6063-T6 ALLOY AND TEMPER VARIES. 12' MIN. CREWSOR 3/B'0-16 ACETAL THUYEIS. (SEE OEFARS) o�r-- ® LOCKING RODS n QUALIFIED FOR USE W/ HV BLADEG1 ,� 6063-T6 ALLOY AND TEMPER 0 INSTALLATION WILL REQUIRE A 7/16- HOLE DRILLED AT TRACKS FOR PROPER EMBEDMENT 22 HV Ei-OATING E �" QUALIFIED FOR USE W/ HV BLADE (1)& M ONLY 6063-T6 ALLOY AND TEMPER 2.874' 1.756' .9In 7) n a Q6 it o ri { 1 •a: ® HV MA —"T" LOCK CE TE T QUAUFIED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 1.130' �- 375'0 © HV 3f8"0-16 ACETAL THUMBSCREWS (2� HV CORNER CENTERtr Q ALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-176 ALLOY AND 3.161 063' i —,r I � n .405 1/4-20x1/4 1/4•-20 DIE CAST M7 HEAD THREADED HOUSING ENMIEL 1/4'-20 SS.M.S 6AKED PAINTED (2 TYP.) °� ME CAST '© I HOUSMG ENAMEL BAKFD PAINTED 0}i M •m = ins pl GR�BNRN-� U n A O 8 .318' _ 1 L BRAss CYLINDER BRASS CiUNDER ' Nk I2Y5 (CHROME (CHROME PLATED) lPIATED) ® HV LOCK ® V EGRESS .875' QUALIFIED OFO� USE W/ HV QUABN D FOR US ON 1. HV BLADONLY 0' O.D. .518' P EAD N D.70�� ° T., 360' AFTER RIVETING .025' I BEFORE RIVETING 1 "0--20 x 3/ C4 N� S. U BSC E 1 /4"0-20 RIVNUT* ES 9444 AL M (2024-T3 ALLOY) LARGE FLANGE THIN SH NUFSERT. P 9 0820. AS MANUFACRIRED BY AVDEL CH PARSIPPENY• NEW JERSEY 07054 OR EQUAL gmAIE ® HV "T" LOCK ® HV ALTERNATIVE LOCK ONLY QUALIFIED FOR USE QUALIFIED FOR USE W/ HV W/HV BLADE (1) ONLY. BLADE Q ONLY. (§ HD C N 'S INSERT QUALIFIED FOR USE W/ HV BLADE 1)& Q� 6063-T6 ALLOY AND TEMPER tt/2' L- 1 /4'0 0-20 ANSI 304 ERIES S.S. THUMBSCREWS QUAUFIED FOR USE W/ HV BLADE iQ — o .545' HI o Op c1Oi mI G. o m eoa' l o� -\-THUMBTURN CYLINDER OR KEY CYLINDER 0.875' Min. 1 125' Max. m P 6 I N _ I THUMBTURN CYLINDER OR KEY 1.57 Min. CYLfNDER 1.78' MOM. ® HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE D& OA FLORIDA BUILDING CODE (Hon HiQh Velocity Hurricane ``�V��•A,• 'v,\GE• = No. 44.67 o'• z .• STATE ' O •, F ORI c •' )1/'�I7��'' T��,: = F '/�Q• 4/ P , 02020 11LTEC0, INC. L E C ®t N C . A ■ ■ ■ SSA ■ American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. MXX #1 W/ OR W/O H.V. WINDOW BLADE TIWT TESTING & ENGINEERING COMPANY 6359 N.W. 36th. St.. Ste. 3a3. vD GMu GARDENS. FLORIDA 3316 Prone : (3054)671-1 L5 Fm : (305)871-1531 CA-0006719 wFLORIDA c. 111 4a167 DEscwPnDN DATE DRAWN 6Y: MP , OLD 17-107 /z/zazq GATE 7/2/2020 2 DRAWING No 2 64 3 4 .............. I.. ^ 5 SHFFT SHUTTER ASSEMBLY .SCHEDULE FOR .. HV '.Y H.V 10 . HV BLADE 1 ® HV BLADE IA ®.. HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING _® HV NYLON HAT WASHER . ® HV WHEEL OARRIAGE.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 .a 40 n 315'0 EXTERIOR ll1 I 4 ,47 ' (DOR ® (j=® or REQUNOTE FOR IRE ENTS) , I , OR REQUIREMENTSUy PIN 91-0 (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3® NNo (BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV 1@ BLADE. LYPICAL SHUTTER ASSEMBLY N.T.S. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 00.324- BLADE WHEN CORRESPONDING TO INSTALLATION "11 ", SHEET 7.48"'Ir (3) HV PIN ® OR ®3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 y SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET QO WHEEL CARRIAGE DETAIL N.T.S. ITO �EGGE T HY WWIX BLADES OPENIN T KNUCKLE (P) n' , S FIAT PORTION e 2 7/8' MIN. p� HV WIND( CLEAR SEPARATION BETWEEN BLADE OPENINGS �JJ / I f 5 ON C'. ` 2 1/4' E CLFM B T ESEN N.T.S. ro, 12' IN. C TO BLADE Bc ICE TTOM 0OR ® II ,k.I ® E j EXTERIOR NV PIN (g) OR AT EXTERIOR . BLADE'S KNUCKLE. (SEE NOTE * FOR REQUIREMENTS) I i� i ASSEMBLY LAYOUT ..S. n HV BLADE SOLID & QA HV WINDOW BLADE DETAILS N.T.S. \\CE4 F i NO.44 67E 0'1_ STATE OF 162020 TILTECO. INC. IL EC O TILLIT TESTING & ENGINEERING COMPANY 63M N.W. 36U, SL, SW. 303. NR000A GARDENS. FLORINS 33 Phone : (305)871-1530 . Fax: (305)871-1531 e-1n9I: tilt—O.W.wm CA-0006719 WALTER A. TILLrr Jr. P.E. FLORIDA Ue. 8 44167 .0625' .1875' BLADE .0625' s�cnoN x_z •06253 .0625" T%IERIOR EIfVATION TYPICAL HV WINDOW BLADE 2 AND. POLYCARBONATE HV WINDOW HV WINDOW DETAIL i POLYCARBONATE IMPACT RESISTANT HV.WINDOW. SAYER 'MAKROLON 3103 POLYCARBONATE RESINS, UV —STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 44 TPMJ¢ PROPERTIES APP MANSE SYAMDARD - RESULT uro r"Psane EKE �x � 3�im ��px louu ,m as eLD�:e1: 'SPEPTC CRANE/ AM D702 OD43 RM' C.043 D/0 eLEsw6raL: TEAS1LE YIELD STRENGM ASTM D638 9,400 -1 9AO0 paJ. FLEXURAL STRENGTH AT YIELD ASTM DM 125D0 Pal 13,400 pa:. FLEXURAL MODULUS AM D790 340.000 P41. 345.000 pal LMP6GC NOTG+m RAD TRF m,RNnAi cN.P.i+s",axe. ASTM D236 16 TY R & 17 FT- t STONE DE RSTY AM D26x3 47.2 A ".5 % MAx RATE OF SUR? M, ASTM D635 C-1 CLASS C-1 CLk% SELF IG10fxR1 AM 01929 1040 T 9w •F ASN C155 TEEBLE STRDN AFLFR N TNERIN ASR1 636 9302 pal 8640 pal TENSRE STRESS DEFORE WEAMUNG , 638 11461 wl D66D I—L. A.S.S.A. AmertIn Shutter Systems Assoclatlon, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane. Zone 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H,V. WINDOW BLADE (AWING No 20-164 TYPICAL (-1) HV BLADE SHUTTER ELEVATION N.T.S. \,\GEN, No. 441 STATE 0 •90 F ZORID a 0 u 2NER ;MATE *NOTES ON HV LOCKS AND CENTERMATES: 1. MANDATORY CONDITION Jt: ONE W LOCK ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BF,I�OW J.[2 OF SHUTTER SPAN FOR SPANS UP TO 105', AND FOR INSTA710NS�T ANY HV ELEVATION. LOCK 1� orf MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 1 OR CENTERMATES W/(2) 1/4'0-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2..QtLf1: IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS 1OR N MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCA ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONOTTION #2 MUD ONLY WHEN MDAMRY COMIDITION JI OR LIMITED MANOAMRY CONDITION %2 IS USED W/iW0 H.V_ IOr.KS): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS Oj OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION /2 ONE HV LOCK ® ® 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. 5. OR 22 : ONE ALTERNATE HV LOCK 25 MAY BE USED IN LIEU OF HV LOCK 0 or qq FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK ® 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*0-200/4' ALUM. RIVNUT AS SHOWN ON SECTION WE. SHEET 8. ONE LOCK SHALL. BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION J3 FOR KEYSTONE MOUNTING INSTALLATIONS. ONE HV LOCK ® or @ or 0 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 96, AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or 0 or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHE) 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 0 W/ 0 OR. ® TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND.CENTERMATES: 1. SECOND ALTERNATE M MANDATORY CONDITION #j VAUD ONLY FOR HV -r U= OND MUERMAM Q AND I&ONE ALTERNATE HV 'T' LOCK S0 MAY BE INSTALLED IN LIEU OF HV LOCKS ® OR FOR ANY SPAN AND I STAU.ATION AT ANY ELEVATION. ALTERNATE LOCK ® Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER, AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES ® AND ® W/ 1/4'0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32' WINGNUT OR W/ 1/4'0-20x1' S.S.M.S. INTO A 1/4'0x 5/8' RVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 'MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 0 TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENIERMATES: 1. HO LOCK (34 W/ NO CENTERMATES (3� OR (P W/ pia ;ONE ALTERNATE HD LOCK ® MAYBE USED IN LIEU OF HV LOCKS 1�.A 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 ® TO ® IS W/ 3 88 x 3/8' F.H. S.S.MS., AND INCLUDES REINFORCEMENT INSERT 0 AS SHOWN ON SECTIONS HDB-H1B AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ® IS COMPLETELY OPTIONAL 02020 TILTECO. INC. f-71L TEC0imc, TILLIT TESTING & ENGINEERING COMPANY 5355 N.W. 361h. SL, Ste. 305. VR rAM GWDM RDR10A 33 Phone : (305)871-1530 . Fax : (3D5)871-1531 e—mo0: b1tecocool.com CA—.OD06719 WAITER A TILLR Jr. P.E. FLORIDA Uc. S 44167 A.S.S.A. American Shutter Systems A93ociation. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Hurricane © 2020 EASTERN METAL SUPPLY, INC. BERTH!' HVTM Accordion Shutter System H.V. SIDE #1 W/ OR W/O H.V. W NWW BLADE 3 DRAWING No I 20-164 E TO CLASS ( I i i ,1 FOR � Am II TON BLADES m ® $ E. D Ire=--` �-CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE ON EET 13) POURED ONCRETE ANCHORS POURED CONCRETE .. . (SEE SCHEDULE ON OR CONCRETE BLOCK . CON RC ETE SHEET 13) REQUIRED , ' 1/4'0-20x3/4' S.S. REQUIRED CONCRETE ANCHORS MACHINE SCREWS 17 18 A r0R E (SEE MOUNTING ON SHEET 7) / (SEE. SCHEDULE ON w/ 1/a'-20 O� ® j/'' SHEET 13) JjEO] TS 0 12' O.C. Min._I 1/CHINE SCREWS S.S. / !/ r-EO EQ�.MACHINE SCREWSEOI USING 1/4H-20 NUTS — _ 19 0 12' Q.C. Max. D L= II� 'jj 13 oR 15 D r_-_- . m .. 13 15 1 1 .250' Max. �/d� E. '11 1 OPTIONAL PRONAI 1 n Ii OR �� ' ' E%ISRNG � MIN. SEPARATION TO GLASS ,g! GLASS (SEE SCHEDULE ON SHEET 11) , II! �( MIN. SEPARATION TO CLASS) I y ' I E �f I r 1 SEE SCHEDULE ON SHEET it 9 EXISDNG G 55 I 1 © HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE � MIN. SEPARATION TO GLASS ' 0R `(SEE SCHEDULE ON SHEET 11) ®� I I I 1 1 `MIN SEPARATION To cuss EXLSTW i (SEE SCHEDULE ON SHEET 11) IPP Irlj GLASSG� EASTING ! Hi 14N i l OPTIONAL i !� 1/4' Max. I l a I I 1 Max. - uq OPTIONAL E. 1 M ��% 13 oR OS i l -1 1/2' 19 LEG I ED- 13 OR1© `1/4'I-20a3/4H S.S. / / Min. LEQ EQ PHIWPS TRUSS HEAD 1/4'I-20.3/4' S.S. PHILLIPS 17 18 MACHINE SCREWS USING CONCRETE ANCHORS TRU55 HEAD MACHINE SCREWS 1' 1/4'-20 NUTS 0 12' O.C. (SEE SCHEDULE ON W/ 1/4'-20 NUTS 0 12' O.C. POURED CONCRETE SHEEP 13) OR CONCRETE BLOCK OR CONCRETE BLOCK WALL REDUIRED OD HV WALL SILL INSTALLATION——u lCONCRETE ANCHORS (SEE SCHEDULE ON REQUIRED OHV WALL SILL INSTALLATION POURED CONCRETE— SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS, INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY • E. D. EDGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR � `' H 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE to ON SHEEP 19 \ I l Y B LA D E IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ````1�1 jllill1111 ........... NO.441 *; *. ' STATE 0 '����� �ORID s '•••.....• (� �Y`/,' / �,,, 9'--; 7 - - — 02020 TILTECO, INC. TEE C O N . A, S . S �A, American Shutter Systems Association, Inc. 4268 Westrocds Drive West Palm Beach, FL 33407 02020 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System N.V. R.AM y1 W/ OR W/O KV. WNDCW BLADE 740r.Li - •�� '•(� L/SIGNATURE/DATE TILLR TESTING &ENGINEERING COMPANY 6355 N.W. 36t St. Ste, 305. WIGDAA GARDENS. FLO— 3716 Phone : (305)871-1530 . Fox : (305)871-1531 e-mail: 41teco®aol.com CA -000571a WALTER A. TILUT Jr. P.E. FLORIDA ua• 1 44167 Ev. N oEscIDPnON DATE DRAWN Br. M.P 1 OLD 17-10i /2/202 DAtE: 7/2/2Q2D 2 DRAWING No 20— 64 3 4 SH 6 OF 20 6 POURED CONCRETE ANCHORS 3) EDGE OF LA — SB IF APPUCABLE © HV CEILING INSTALLATION EXISTING GLASS 8 014.3/4' HEX HEAD_ TER SCREWS ® 9" O.C. OR 1/4'0-20 S.S. M.S. W/ NUT ® 9" O.C. EDGE OF - SLAB IF APPLICABLE OR ®POURED - *CONCRETE REQUIRED 1O aws (SEE SCHEDLLE 1 aAADE mINV ON SHEO ,6 FOR BLADES m a ALTERNATE-\ ANCHOR 1� OR ®W EXISTING GLASS - HEX WASHER HEAD IS a 12' O.C. ANCHORS DULE ON SHEET 13) EDGE OF SLAB IF 1 toa srPNunaN r(srs sa6nuE � oN SOFT , a I � I ,I II i II .I I % / 101 EXISTING GLASS 8 EDGE OF SLAB IF APPLICABLE „)11 R k, APPUCABLE POURED . POURED-' FLAT HEAD CONCRETE ANCHORS ONCRETE CO ENCRErE REQUIRED D 4 REQUIRED (SEE SCHEDULE ON SHEET 14) FLAT HEAD CONCRETE ANCHORS E D! E D.—(SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70. -75 PSF A.S.D. Q HV F OR INIRTAII ATIONt O HV WALK —OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3. SHEET 11 CONCRETE ANCHORS (SEE 5CHEDULE ON-( IF SHEET 15) 1/4'D me EaaLeoc TA -co" W/ °N SHEET (ISTING--{ I I EXISTING TEOpmLO Y 4'0 POTTERS GLASS -1cs¢ SammE NN t TO TTIA 9—, t1 ' GIASSFASTENDS TAPPER+ ANCHORS AV/ i 1m1 SfPMA,10N m t 3/4' WN. ESBEDLEM o C '� (SfE so®uc aN ,o O.C. FOR UP TO V-W SPAN AND 4' OC, FOR SPANS URGER THAN / 1/4' IR TO 8•-0' IU7L APPLY FAX, / SU4ANf AT EYE1i! FASTFI$E FffAO MP.) (SEE NOTE FIOR SFfkT `1 lY 3 D.4 i i WASHER AD E Ej a WASHER HEAD T T I TER SCREWS ' SEALANT—, 1 381 _`_ ® 12'O.C. �/}! n 3/ a 9" 00. CS.D.S. / I I 1 111/4" {e' -J- Mo.. �`• Cie i • _ 17 oR 18 1/2' CE OF E.D. Y' -AB IF A \\-B14v3/4' F.H. S.D.S.Mlk: UCABLE CONCRETE ANCHORS / a9" O.C. SEE NOTE 13(b) POURED CONCRETE-3(SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 "'.�•� �; REOUIREO OR CONCRETE BLOCK OPTIONAL-% POURED REQUIRED © KEYSTONE MOUI�' CONCRETE QK HV WALL FLOOR INSTALLATION © HV WALL WALK —OVER INSTALLATION MAXIMUM AS.D. DESIGN PRES REQUIRED - - MAXWUM SHUTTER SPAN V-1 L3 OR \J CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) OF I/4'0-20t3/4' SS MS -USING I/4'0-20 NUTS 0 12' O.C. 00MG NON STRUCTURAL WALL TRW (DECORATIVE OJ HV RAINGUARD INSTALLATION t NO: BE NO FOR OMBINATION OF SECTONS • E. D. - EDGE DISTANCE t RREEMSO INSTALLATIONPE�RFOLRMED 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OADDJACEC ADJACENTTO AN OPERABLE EXIT • SEE �UI,AA LIMITATIONSUSE FOR INSTALLATION DETAILS W/ O HV BLADE 2- MOUNTING 2- MOUNTING SECTIONS CAN BE COMBINED FLORIDA1� IN ANY WAY TO SUIT ANY INSTALLATION. FLRIBUILDING CODE Non High Velocity Hurricane Zone 02020 TR.TECO. INC. 02020 EASTERN METAL SUPPLY, INC. ............ "•'•" ��CEN ' No. 44 * , 7k .o :• y 9 •• STATE '•Oc �(pRl / ••.••• /vA7An04AL •• /T /., F' :`/9 -; 67 = ; ,'�• � ?D /EO _ F p .�t \Ai`•�ASEAL/SIGNATURE/DATE _ /TiL E C Nc' � A.S.S.A. ■ ■ ■ A S S A American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 BERTHA HVTM. Accordion Shutter System N.V. RARE #1 W/ OR W/O FLV WNDOW BLADE. TILLIT TESTING &ENGINEERING COMPANY 6355 N.W. 36M St.. Sta Spy, MRGLVA GARDENS. TIMM 331 Ph.. ; (305)871-1530 . FO.: (305)871-1531 '-"°'I`BR"'®°°I'`°m CA-0006719 WALTER A TIu1T Jr. P.E.4 FLORmA Lfu B 4N67 Ev. N DESCRIPTION DATE DRAWN BY: M.P I OLD 17-107 /2/202 DATE 7/2/2020 2 DRAWING No 20-1 64 3 S 7 ET OF 20 6 6 INSTALLATIONS W/ _HV SEE NOTES AT LOCKING RODS 3Q , ET LOCKS® ar 2© UT 90' I i I N EXISTING GLASS c ** AND ALTERNATE HV LOCK ® ON SHEET 8. BLADE SLACK DETAIL HVF 15 YAUD FOR ALL BLADEW HV CENTERMATES CENTERMATES APPLICATION WITH BIADEQ OR SEE END WALL CONNECTI01 10 r OS ©+ @" Q.©� EXISTING GLASS DETAILS ON SHEETS .10 & 1 2•4-0/8•w•-2 3 t/a• 7 s t/z• 7- (6D63 ALLOT) -T6 ALUM- OPPOSING oil ANGLE W/(z) 1/ao TAPCDN t/z• m ®+®SYMMETRYCAL ANCHORS To CONCRETE I - CENTERMATES 274-0/8-xO--�2 CrOP/BDTTOM) a g10 3/a s.M.s. ®tz• CENTER MATES MIN. SEPARATION (a)gtDAT E S.M.s. To ) i a.c. FULL LENGHT. W/ HV LOCK 1 or Ct5) W/ HV LOCK o (25s (sue C^u�uu AT H ANG N I 1 5 �l ® - 35 � I N (3�7 ON SHEET „) ©+O7 • ©°R©+O + 8 � 1 EXISTING GLASS +®wO9•�3�19+�5-J GIMINTOSfPARATIO� ©+® ® a 1/- CHED (SEE SULE \\ I N OPTION& ON SHEET 11) \. (INTERIOR) OUT SAP•' �\CEP No. 44 STATE �ORI OUT (EXTERIOR) W—iwipml ■ �... M a ® HVB ------------ SYMMETRICAL * IN CENTERMATES. f W/ HV LOCK fL666 II `OOPnGNAL rINTFIl I HVE 02020 TILTECO, INC. TILLIT TESTING & ENGINEERING COMPANY 6755 N.W. 36M Sl Ste. =. YPlfiwA Wool l 33 Phone : (305)871-1530 . Fox : (305)971-1531 ice?. e—..[I: b1t000OaoLco. Gill 9 WALTER A 71UTT J, P.F— FLORIDA Ul g sa167 `!1%SEAL/SIGNATURE/DATE -w OUT 10 ®00 00© HVC ou a 6 • $ 1 • 3 a+ POURED CONCRETE OR EXISTING GLfsS CONCRETE BLOCK WALL +@a+©•T1 �,+©an— iT REOU RED MIN. SEPARATION �@ TO GLASS (SEE SCHEDULE ,Q)y, 19+a.n.n ON SHEET II) a ANCHORS 16, O.C. e+ ® OUT I 6 1/2• MAX. SLACK I / HVF** FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone' © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM ■ ■ ■ ■ S A Accordion Shutter System KV aaDE #1 W/ OR W/O RV WINDOW BLADE American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 me DESCRPT6N I DATE I DRAWN Br: MP 1 OLD 17-107 /2/202 DAM- 7/2/2020 r. 2 DRAWING No 20— 64 3 ALTERNATE INSTALLATION W HV "T" LOCK 0 HV MALE/FEMALE ."T" LOCKS.CENTERMATES a8a 9 & LOCKERS W/ n HV BLADE SEE END CONNECTION DErA1LS ON SHEETS -AO k 18 E6-0-11 EIRI`1`_°�°C CLASS I 8lA0E QSUCK DETAIL NVF, INDICATED ON SHEET 8. IN CATEWELAS UNIVERSAL S E FLOATING RUDE WrFH THIi-IS X00-FiVD . 6 7 8 10 INDICATED ON THIS sXEEf, uAr BE USED wnTl THIS ALTIOTNA 10 ®�©• ©'®°" INSTALLATION DETAIL HIM SHOWN IN THIS SXEEr. # SEE NOTE 0 FOR HV U)CK® •T• LOCK, ON SHEET 5. 1 SERIES 94N ALUM - (2024-T3 ALLOY) URGE RANGE THIN SHEET NUTSERT, PART 10820. AS MANUFACTURED By AVOEL CHUM TEXTORN. PARSIPPENY, NEW JERSEY 07054 OR EQUAL L__________________„_----__—____----_— sM.s. o Tr FULL LENGHT. n * 1N .-. ,Iiv T" V oUT 2 _1/4" 0-20 x 1 1/2" S.S.M.S. * W/ 7/8"0 x 3/32" WINGNUT. ©0 HV "T" LOCK (OUTSIDE) -J HVG* INSTALLATION 0 HV BLADE W/ HD. CENTERMATES M ., i& . a (OPTIONAL) -------- ---- ----------- (4) H.V. IN (4) Pais (TYP.) 5 5 e• 7 3/4• PWS � A 1 31 OR©2 J 31 oa 32 31 OR 32 4(0Pn0NAL) H35 * DB—HVS OUT SYMMETRICAL HD CENTERMATES W/ a` LOCK (EXTERIOR) .BPD—HVD** FLOATING STACK n 4 f 1 n .. To GIAs HDC—HVC SYMMETRICAL HD CENTERMATES WZ (2t LOCK (INTERIOR) * SEE NaTrs W LOMHO RODSDETAa®N RD0CKS LOON SHEET S ## UWDtS& FLQAIMG SLAMO 1w-Nw a VALID FOR ALL anwxi Rs APPUWx)NS WIRi MADE rLUIVUA DUILUIPIb UUUC s non nlgn velocity nurncane , cone 111 II)' 02020 TILTECO. INC. 02020 EASTERN METAL SUPPLY• INC. J BERTHA HVTM ��CENS ' •� --�0, � A���S�A� Accordion Shutter System No. 441 7 _ H.V. MADE #1 W/ OR W/O Kv WINDOW MADE TILIJT TESTING &ENGINEERING COMPANY American Shutter Systems EV, DESCRIMON DATE DRAWN BY. Mr 6355 N.W. 36th. SL, Ste. 305. VIRGVM GARDENS. FLORIDA 3316 Association, Inc. , OLD 17-10� /2/zo2 DATE 7/z/zozo A ••• STATE I Phone : (305)871-1530 : Fax : (305)871-1571 4268 Westroads Drive 2 DRAWING No °-mOCA T 6719I."° West Palm Beach, FL 33407 i 2 c A i `� WALTER A. TRLR Jr. P.E. 20-1 64 FLORIDA U. ®44Ts7 6 SHE 9 OF 20 —POURED CONCRETE OR r— POURED CONCRETE CONCRETE BLOCK WALL REQUIRED OR CONCRETE BLOCK WALL REQUIRED —EXISTING GLASS CONCRETE ANCHOR ® 18' O.C. IXISRNG GLASS _ _ T MN. TO ASS A A EQ MR SEPARATION EQ TO GLASS (SEE (SEE // SCHEDULE ON SHEET 11 FOR RUDE ©ALB) / I I / SC}✓FDULE ON SLEET 1, FOR RAD'c ®AND 1/16'x3• MAX. (6063-T6) CONT. ON SHEET 19 FOR BLADES (D & 9 •-- (LOCATE AT ) EITHER SIDE ON SHEET 19 FOR 1AUtb0&QA ALUM. CLOSER PLATE. (LOCATE 1/2'' / OF 5Q) AT EITHER SIDE MIN OF(D) f /2• MIN. �I a 10x1 2 S.M.S. ------ (710x,/2" S.M.S. ®,6• Q.G. / C ® 16• D.G-J _� -----� 4 1/ SEE DETAIL X ;(D1 OR ®� SEE DETAIL X FOR t OR ®� SIDE To TRR w 6 8 f0 •Ina SIDE CONNECTION TO TRACKS w 6• 7 a 8 w10 •®w x7 �w ©O ©w©O ®w ©•p•©w©•p•®w ®• ®w©• Ow0• ®w ®•®w�• Ipw®. ®w O•®w0•®w®•Ow®•® ®•®w®•®w�.0 wp.® END CONNECTION DETAIL (11) END CONNECTION DETAIL n 16' O.C. — — — — — ziIXISRNG GLASS 7( MN SEPARATION TO GLASS (SEE B10 1/z• S / ® 16• SCHEDULE CN SHEET J 11 FCR MADE RAND CONCRETE ON SHEET 19 FOR ANCHOR 6 �! 1 BLADES ID& 0 12' O.C. f BLOCK WALL REQUIRED EXISTING GLASS MN SEPARATION / / / LE TO ULESS (SEE SCHEDON SHEET 1/1 1/ 1 11 FOR UADEOAND ON SHEET 19 FOR '/ RACES I)&9 � 1 / I 1 4• USE 1' OR 2' MAX. (AS APPLICABLE)x2-x1/B'xD•-2• ` ALUMINUM CUP ANGLE (6063-T6 ALLOY) AT MIDHEIGH_T - (1) 810x1/2• S.M.S. TO®& (2)1/4'0 TAPCONS ANCHORS TO ^/ WALL AT 1- O.C. (LOCATE AT V OR EITHER SIDE OF 04 ) ©O7 w®w•wO TO • SEE DETAIL X FOR C 10 • Gib w0h• Iwn.®w SIDE COO TRA KN O•�w0•®w®•5w� D NEC ETAIL POURED CONCRETE OR EX15TiNG CONCRETE BLOCK WALL GLASS REQUIRED _ _ _ _ Llj .N. SEPARATION \/2' MIN. TO GLASS (SEE SCHEDULE ON SHEET — T _ I 1 I FOR MADE OAND ON SHEET 19 FOR RADIO (D& ILOCK WALL REQUIRED L/ EXISTING 7jG"L''ASS MR SEPARATION gjO CLASS (SEE DULE ON SHEET 11 FOR MADE Q ON SHEET 19 FOR BLADES O & M OR G S I lJ•1V"CJ'V�V'l"J' —©•p •©w©.p.®w ©•®w®•Ow0•®w END CONNECTION DETAIL ♦ REQUIRED ONLY FOR SPANS GREATER THAN 121-0' -- EO --� - MIN. ♦ SEE UMIIATIONS OF USE FOR ©ORS OR(BOR BLADE IA ON SHEET 19 Q3OR©0RUORUOR 1© VIEW Y 1 OR ®' PLAN +- POURED CONCRETE OR (D OR ®• 6 , �w©• 7Ow® ,° •®m DETAIL X END INSTALLATION CONCRETE BLOCK WALL �,°"®w©•®„©•®w©�Oo©w0 O ®w 1 HV BLADE OR HV WINDOW BLADE INTO REQUIRED ®•®w®•®wp.®w CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL®w®®END CONNECTION DETAIL© Ow®•®qp FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone, 111 111 (( 02020 TILTECO, INC. ® 2020 EASTERN METAL SUPPLY. INC. ``' BERTHA HV TM :`�� =, AI. S � S I.AI. Accordion Shutter System L E C O . KV. No. 44 6 '#t w/ OR w/o Itv xtNoow BIADE *� * _ TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems t11. N DEscR6mDN DATE DRAWN EN: M.P o' STATE 6353 N.N. 36M St. Ste. 303. VRGWA GNMENS, FLOWOA 3316 Association, Inc. 1 _ OLD 17-107 /2/�2 DATE 7/2/2020 F ' 9 Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive z F(ORLae a-maD: G1Leco0aol—m West Palm Beach, FL 33407 3 DRAWING No FS •.., CA-CD0671920-164 WALTER A TILLIT Jr. P.E. 4�SEk/SIGNATURE/DATE FLowa La g a4167 5 SHED 6 to OF 20 OR®OROOR DROOR(BOR(3 OR SCHEDULE #1 MAXIMUM SHUTTER SPAN' "L+" OR "L-" (ft.). FOR INSTALLATIONS W/ 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 ® TOP & BOTTOM (SEE NOTES tit)//yy luxtuw ASD. DOAGN PRESSURE 6TINO (+ DR ) CONCRETE & WOOD INSTALLATIONS 0 WALL MOUNTING FLODR/CEILING MOUNTING L + (ft) L - (A) L + (e) L - (ft) 30 OR LES 16'-0' 16'-0' I6'-O' 16'-0" 35 14'-10" 14'-10' 15'-2- 16'-0" 40 13'-10' 13'-10' 14'-2' 15'-2' 45 13'-1- 13'-1' 13'-4- 14'-3' 50 12'-5' 12'-5' - 12'-B' 13'-7" 55 IV-10' 11'-10" 12'-1' 12'-11' 60 11'-4• 11'-4' 11'-7• 12'-4" 65 10'-10" 10'-10" 11'-1' 11'-1 . 70 10'-6' 10'-6' 10'-9' 11'-5' 75 10'-Y 10'-1" 10'-4" 11'-1" 80 W-10' W-10" 10'-0' 10.-9. 85 9'-6" 9'-6' W-9• 10'-5' 90 9'-3' 9'-3' 9'-5- 10'-1' 95 9'-0" e'-9' W-2- 9'-10' 100 8'-9' 8'-4" 9'-0- 9'-7' 105 8'-7' 7'-11" 8'-9' 9'-4' 110 W-4" 7'-7" 8'-7" 9'-2- 115 8'-2' 7'-3" 8'-4' W-11' 120 W-0' W-11" 8'-2- -8-9- 125 7'-10" W-8" 8'-0- 8'-5' 130 7'-B' 6'-5' 7'-10' W-1" 135 7'-7• 6'-2• 7•-9" 7'-9' 140 7'-5' 5'-11' 7'-7" 7'-6" 145 7'-3" 5'-9' 7'-5" 7-3" 150 7'-2- 5'-7- 7'-4" 7'-0" 155 7'-0' 5'-5" 7'-2' W-9' 160 V-11' S'-2" 7'-1' 6'-7" 165 V-10" 5'-1' 7'-0' W-4' 170 6'-9- 4'-11' 6'-11' 6'-2" 175 6'-7' 4'-9' 6'-9' 6'-0" 180 6'-6 4'-B' W-8' 5'-10' 185 6'-5" 4'-6" 6'-7" 5'-8" 190 6'-4" 4'-5' 6'-6' W-6- 195 6'-3" 4'-3" 6'-5' 5'-5' 200 W-2- 4'-2- W-4- 5'-3' 205 6'-1' 4'-1' 6'-3' 5'-1' SCHEDULE #2 MAXIMUM SHUTTER SPAN* "L+" OR 'L-" (ft.) FOR INSTALLATIONS W/ ONE HV LOCK or ®o�r W/ NO LOCKING RODS (SEE NOTES t, it) °14mR y ASA DLVW CONCRETE &Ns W000 IN. n FRFSGIRE ItAnxc ( "J') I. OR -) WALL MOUNTING & FLOOR/COUNG MOUNTING L 4_ (0) L - (ft) 30 16'-0' 16,-0" 35 14'-10' 14'-10" 40 13'-10" 13'-10" 45 50 55 60 IV-4- 11'-4' 65 10'-10" 10'-10" 70 10'-6- 1O'-6' 75 10'-1' 10,-1" 80 W-10" W-10' 85 W-6" 9'-6' 90 9'-3" W-3' 95 9'-0' 8'-9" 100 8'-9' 8'-4" 105 e'-T 7'-11" 110 8'-4" 7'-7- 115 8'-2" 7'-3" 120 B'-0' 6'-11' 125 7'-10' 6'-8" 130 7'-B' 6'-5" 135 7-7" 6'-2' 140 7'-5- W-11' 145 7'-3" 5'-9' ISO 7'-2" 5'-7- 155 7'-0' 5'-5- 160 61-11' 1'-2' 165 W-10' 5'-1' 170 6'-9" 4'-11' 175 6'-7" 4'-9" ISO 6'-6" 4'-B' 185 6'-5' 4'-6' 190 6'-4" 4'-5' 195 6'-3" 200 6'-2" rj4-3- -2" 205 6'-t' a'-t' MAXIMUM SHUTTER SPAN* "L+" OR 'L-" (ft.) INSTALLATIONS IN .TES & W/ ONE HV LOCKS OR W/ NO LOCKING RODS (VALID FOR MOUNTING I@ SHEET 7) yypy�y CONCRETE AsD. omw INSTALLATIONS F M.G FLOOR/CEILING MOUNTING (µs -) OR I. OR -) FLODR ALL MOUNRNG L + (R) I L - (6) 30 16'-0' 16'-0" 35 15'-2' 40 14'-2' 15'-2' 45 13'-4' 14'-3' 50 12'-3' 13'-1' 55 11'-1' 11'-11' 60 10'-2' 10'-11' 65 9'-5" 10'-1' 70 8'-9' 9-4" 75 INSTALLATION ATION ND CONCRETE & WOOD MANSORY WALL A, B. C, D. E. M, N, 0, P, Q. MOUNTING F. K & L R. S, & V. FLOOR/CEILING G. H. I, 11, J T. U. W & X MOUNTING & M V MAXIMUM SHUTTER SPAN "L+' OR -L--FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. A.S.D. DESIGN PRESSURE RATING. t HV CORNER CENTERMATE 83 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE 05, SHEET 5. t 1 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 UMrfED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. AND 8'-0' SPAN. SEE MOUNTING MOON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" T HV BLADE 02020 TILTECA. INC. L E C O *:I TILLIT TESTING & ENGINEERING COMPANY WSS N.W. 36tA. St., Ste. 303, MGM GUM94% FLORNR 33 a' STA OF _ Phone : (305)871-1530 . F.: (305)871-1531 O A ^ e- M 67teco®ooLcom j(• Q )QP �� CA-0006719 WALTER A TILLIT Jr. P.E. 7ji 5/nni .k t�"4�n1`` Foin.,.T„n� in.rr FLORIDA U. N 44167 A.S.SIL,A, American Shutter Systems Association, Inc. 4268 Westroods 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/CEILING 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: Lt+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: L1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'L7+', 'L2+', "b-" AND "L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. ligh Velocity Hurricane EASTERN METAL SUPPLY, INC. rrarcr� ■ "*4 n v na Accordion Shutter System H.V. BLADE #1 W/ OR W/O KV. 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No.441 7.�_ TILLTESTING do ENGINEERING COMPANY *D STATE 73S oN.W.Wone 76U. SL Ste. 305. NRGRM GARDENS. fLORIM 11 F(*ORl e ` Ph : (305)871 -1530 . Far: (305)871-1531 e mai: mleco0od.eom '�� ss CA-oo99719 WFFLORIDA U +_`\�` oiaAi •• c`rAl i�ineiAT��nr .n •rr e 44167 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID —SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 ♦ SEE 11Mf�ATIONS OF USE FOR BLADE 1A ON SHEET 19 ' n HV BLADE ORn HV BLADE W/ 19 HV WINDOW BLADE WORKING IN UNISON A.S.S.A, American Shutter Systems Assoclallon, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 CODE (Hon High. Velocity Hurricane Zom 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System KV. MADE $1 W/ OR W/o KV. WWDOW F1 !AWING No 20-164 E. G. & H ON SHEETS6 POURED CONCRIEiF/CONC ETE BUCK C POURED CONCRETE uAmu SPAN QE WALL SILL MOUNTING ©CEILING MOUNTING @ FLOOR MOUNTING (f) kS& IESZN NFGBNE PtRi98E RUM (Pdj LSD. DESCH KRIM PRESM RA1RG SA OEM 1SG0NE T6mIlE RANG (P70 30 40 60 75 9D 120 160 205 '30 40 60 75 90 120 160 _ 205 30 40 60 75 80 120 160 205 14 14 12 12 10, 10 9 9 .8 8 B, 8 6 6 5.5 8 14' 14 12 12 10' 10 9 _ 9 B 8 6. 8 6 6 8 8 14 14 12 12 10' 10 B -9 8 8 S e 6 e 8 6 OR 14 12 10 0 B 8 6 e 14 12 10 9 8 8 6 8 14 12 10 0 8 8 6 5 14 12 10' 9 B B e 7 14 12 10 9 8 6 6 ' 6, 14 12 10 9 8 B 6 6 14 12 10 9 e 7 53 3.5 14 12 10 9 6- 8 6 6 14 12 10 9 8 0 e 5 16 12 10 9 8 8 6 8 14 72 f0 9 8 6 6 6 14 12- 10 9 B B 6 55 14 12 10 9. 8 8 6 4 14 12 10 9 8 8 6 4.5 14 12 10 9 S 6 4 35 -14 12 10 B e S a 45 14 12, 10 9 8 8 8 5.5 14 /2 10 B e 8 6 4b ' 14 12 10 a 7.5 35 3.5 - 14 12 10 -9 8 'B 6 5 M 12 10 9 8' 7 5.5 4. 5'-0' 14 12 10 9 8 8 6 6 14 12 10 9 8 e 6 5.5114 12 10 9 6 8 fi 45 /4 12 f0 9 6 7 4 - 14 12 10 9 8 83 5 3.5 14 12 10 8 85 5 SS 3 14 12 f0 8 75 45 - 14 12 10 B 8' 'B 6 4.5 14 12, 10 9 B 6 4.5 3.75 14 12 8.5 75 65 4.5 - - 14 12 10 9 8 75 55 4 14 12 10 9 0 B 4.5 3.8 6'-0. 14 12 10 9 8 B 6 - 14 12 10 9 8 8 B 5 14 12 10 B S 85 5 15 14 112 110-1 B 17.5 5.5 3 - 14 12' 10 85 7 5.5 4 3 14 12 8 65 55 4 3 14 12 10 9 8 B 14 12 10 9 B 8.5 5 .75 14 12 10 85 8 5 4 14 12 8 6.5 SS 3 - 14 12 10 B 8 6S 45 JS /4 12 10 e 7 5 !.5 3 14 12 10 9, a 8. - - 14 12 10 9 8 7 . 5 4 14 12 10 9 7.5 SS 4 ..3 14 12 10 B B.5 4 - 14 12 9 7.5 6 4.5 3.5 - 14 f 05 7 5.5.4.5 SS - 14 12 f0 &S 7 4 - 14 12 f0 9 7.5 5.5 4 - 14 12� 9 7 7.5 45 - 14 11 7' 55 4.5 - - 14. 12 10 9 75 55 4 - 14 12 9 7 6, 4.5 3 6•_O• 14 12 10 9 '8 6.5 - - 14 12 10 9 8 8 4 - 14 12 10 8 65 5 3.5 - lf 12 B5 7 9.5 S - 14 12 a 8.5 SS 4 ! 25 9b 6 5' { 3 14 12 9T 75 6 - 14 12 95 6 85 5 - 14 f2 e 6 85 13 9.5 85 5 3.5 - - - 14 12 10 8 65 5 - 14 12 8 6.5 5 4 9,_0. 14 12 10 B 8 - - - 14 12 10 9 75 45 - - 14 12' 8.5 7. 55 4 - - 14 1/5 75 0 4 - 74 7 55 5 S.5 - It 8 55 4.5 3.5 - 14 12 8 5.5 43 - - 14 -1- 12 85 7 55 { 14 10.5 7 55 6 4.5 - 11.5 85 55 4 - 14 12 9 7 6 45 - 14 111 7 5.5 4b 3.S - 10'-0' 14 12 10 9 7.5 - - - 14 12 f0 6 6.5 5 - 14 12 8 6 5 4 - - 14 105 7 5 3.5 - - 13 9.5 8.5 5 4 3 10,7.5. 5 4 3 14 11 7b 5.5 - - 14 11.5 9 6 5 ♦ - 2.5 95 6 5 4 4 105 8 5 14 12 - 8 6.5 5.5 4 13 f0 &5 5 4 3 14 12 10 - - - - - 14 12 0 7 6 4.5 - - 14 10.5 7 55 4b 35 - - 2S 85 5 _ - 72 9 B 45 4 3 B 7 4.5 3.5 3 14 10 7 - - - - 14 10.5 7 55 4.5 1.5 SS 55 4.5 3.75 - - - 9.5 7 4.5 - - 14 11.5 75 6 5 12 9 e 45 4 12'-0' 14 12 10 - - - - - 14 12 B 6.5 54 - - _ - 13 10 6.5- _ 115 85 45 - - 11 8 5.5 4 3.5 - 8 6 4 7 35 9.5 5 - 13 95 '6.5 5 . 4 OS e 5 4 B 85 - _ - 14 10.5 7 55 4.5 - 11 S.5 55 45 SS - 13'-O' 14 12 - -I- - - 14 11.5 7. 6 5 - - - 12 '9 6 45 4 - - 10.5 - - - - 10 73 5 4 !. - - - 7.5 53 4 !. - - - - 12.5 83 - - - - - - 12 9 6 45 4 - - - 9.5 7 5 4 - - - - 8 6 13 93 B5 5 OS 7.5 5 4 14 12 - - - - - - 14 105 7 55 - - -_- - - 11 &5 5.5 4.5 - - - - 10 74 - - - - - - - , 8 7 4.5 35 - 7 S 3.5 3 - - - - 1.5 e' - - - - - 11 a 5.5 4.5 - 9 6.5 4.5 - - - - - 7.5 - - 12 9 8 - 0.5 7 4.5 - 15'-0' 14 - - - _ - - - 3.5 10 6.5 - - 058.5 6.5 4 - - - 6.5 5 Jto - - - - - -----11.5 - 105 B 5 I - - BS 6 4 8.5 55 - 9 6---- 16'-0'14 - - - - - - - 2.5 9.5 8 - - - f0 7.5 5 - - - - - 9.5 - -9.5 7 5 :`SAP•' �,\CE Sic'••` c .ND. 44 67 4 STATEfF '.,�,o'• '�CORI P..�� ''�a4S/DNA ANCHORS SPACING IEGEND TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ • sEE u Arms DF use rTIR BVDEnON SHEEP 19 1 HV BLADE OR Cl)V BLADE I& HV WINDOW BLADE WORKING IN UNISON 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. fe - 3 ks)) 1/4'0 TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (Min. V. = 3 ksi) 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. fc - 3 ksi) 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. fc - 2 ksl) - 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 REGSSTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. fc - 3 ksr) NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4', AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'. A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE ND EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE E)OSTNG WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES At) & 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. (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. 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 UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES 9.1) 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'. 8.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLACK, NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO. EXIST, AND 1' MINIMUM FOR WA115 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 MAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) & B2) 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. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: MAXIMUM ANCHOR SPACINGS ARE VAUD 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 SPAaNG OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE FACTOR ACTUAL EDGE DICTANCE TAPCON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ CAP TAPPER + MIN. SPACING E.D. MIN. SPACING - 3' MIN. SPACING - 3' MIN. SPACING - 3 1/2' MN. SPACING - 3' 3 3/4' 4' POURED CONCRETE & pOL� CONOElE CONCRETE q POURED CONCRETE & POURED CONCRETE & PO 0 ORJOEiE OON6IEIE HDOC COIJMFCRETE BLOCK MN E'D.•3 1/Y MN M.1/2' CONCRETE BLOCK MN EA•3 1 CONCRETE BLOCK MR mar MIN, ED.-3 1 / 3' 1.0 0.90. 1.0 0.78 1.0 0.84 1.0 2 1/2' 0.81 1.0 - 0.67 1.0 2' 0.71 0.51 1 J/4' - 051 - - - 0.43 - 1 1/2' 0.35 028 020200r MLTTEEC+CO, INC. 1L 6�•r®INc. TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36M St. St.. 30. MGM GAOEN9, FLOWDA 33 Phone : (305)871-1530 . Fox : (305)871-1531 e-m0: tilt-O ol.com CA-0006719 WPLTER A 11LUT JE. P.E FLORIDA Lic, a 44167 A.S.S.A, American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 ligh Velocity Hurricane EASTERN METAL SUPPLY, INC. TOCiws N "A% 9-1r TM Accordion Shutter System KV. BLADE #1 W/ OR W/O KV. WINDOW BLADE OLD 17-107 I DRAWING No I 4 1 1, 1 20-164 r r FORM _.r : •.4:: a.'rtr. „r JI. 91' 74: hr� :il •: h4. :il c r, .'1 :Ir. POURED CONCRETE POURED CONCRETE CONCRETE BLOCK . . MGMI SPAN 00 WAU( OroRU�nlh 'G1 1RENCH JQRNNGUARD MOUNDNG AS& DEsSR NEGANE ROM 30 40 60 75 90 120 150 205 (8 WALL/FLOOR MOUNTING DESIGN NEGANE PFMM ROM 30 40 60 75 90 120 160 205 ©WALL/WALK OVER MOUNRNG DEM RECKEVE PAESM RANG 30 40 60 75 90 120 160 205 DL9GN NLONE PRE4111 E RANG bd 30 40 60 75 90 120 160 205 3'-0' 14 14 _12 12 10 1D 9 9 e e 8 B 8 e 6 6 12 12 12 12 12 12 12 12 12 12 1.5 12 B.5 9.5 6.5 7 7 7 7 7 7 7 7 7 , 7 7 7 7 7 5.5 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 R LESS 14 12 10 9 8 8 6 6 12 12 12 12 O5 8 6 4.5 7 7 7 7 7 7 7 6S 5 5 5 5 5 5 5 5 14 12 10 11 12 12 12 12 12 10 75 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 B 6 8 12 12 12 12 15 65' 15 5 7 7 7 7 7 7 55 4' 5 3 5 5' 5 5 5 4 4'-0- 14 12 10 9 8 8 6 6 12 12 12 12 12 95 7 KS 7 7 7 7 7 14 12 10 9- 8 5 0 B 0 12 12 95 8 6 45 3.5 7 7 7 7 7 7 6.5 5 5 5 5 3 5 5 5 5 14 12 10 9 8 e B 5 12 12 12 12 10 75 55 4 7 7 7 7 7 7 7 55 5 5 5 5 5 5 $ 5 14 12 10 9 8 8. 6 6 12 12 12 11 9 7 9 4 7 7. 7 7 7 SS 4 3 5 5 5 5 5 5 4• 3- 5'-0' 14 12 10 9 8 6 6 ii 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 S S 5 5 5 5 14 12 f0 9 0 a 6 B f2 12 9S 7.5 a 4S : J.5 - 7 7 7 '7 7 7 5 3.5 5 S 3 5 5 5 5 4 1{ 12 f0 9 B 6 6 8 12 12 12 9.5 a 4.5 - 7 7 7' 7 7 7 5S 4 5 5 5 5 5 3 5 4 14 12 10 9 B 8 6 8 12 12 15 9 75 55 4 3 7 7 7 7 7 45 3.5 - 5 5 9 5 9 45 3.5 - 6'-0' /4 12 10 9 8 6 6 B 12 12 12 10 8 6 45 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 72 10 9 8 8 6 8 12 12 8 6 5 4 3 7 7 7 7 7 5.5 4 5 5 5 3 5 5 4 3 14 12 10 9 8 8 8 8 12 12 10 6 e5 5 .75 - 7 7 7 7 7 6 45 - 5 5 5 5 5 5 vs 1{ 12 10 9 e 8 8 e 12 12 10 -5 8.5 5 35 - 7 7 7 6.5 5.5 4 - - 5 5' 5 3 S 4 3 7,-0• 14 12 10 9 8 e B 6 12 12 /2 8.5 7 5 4 ] 7 7 7 7 7 7 7. 6 5 5 5 5 3 5 5 5 14 12 10 9 8 8 6 6 12 10 85 5 4.5 3 7 7 7 7 65 3 3 3 5 5 S 5 5 JS 3 la 12 10 9 9 B 6 8 12 12 &S 7 5.5 4 7 7 7 7 7 5 5 5 5 5 5 5 1 14 12 10 9 6 6 8 - 12 12 fly 7 3.5 4 3 7 7 7 5.5 4.5 3 5 S 3 9 4.5 33 - 6'-0. 14 12 10 9 8 8 6 - 12 12 0.5 7.5 6 4.5 35 - 7 7 7 7 7 7 7 4 5 6 6 S 5 5 5 S 14 12 10 9 8 8 6 - 1Z 9 6 4.5 4 J 7 7 7 7 5.5 4 5 5 5 5 5 4 3 14 12 10 9 e 8 6 - 12 11 7S 6 5- .75 - 7 7 7 7S a 45 - S 5 3 5 S 45 - 14 u w a e e - 12 LS 75 6 5 35 - 7 7 65 5 4 5. s s s 4 3 9.-D. 14 12 10 9 8 8 - - 12 12 95 85 5.5 4 J 77 7 7 7 7 e 3 5 5 5 11 12 10 9 5 8 0.S 8 5 4 J.5 - 7 7 7 6 5 }.5 - 5 5 5 S 5 4 3 14 12 10 9 e e - - 12 10 85 5 45 - 7. 7 7 6.5 55 - 5 5 9 5 5 4 11 12 10 9 5 e - 12 0.5 7 5.5 45 3.5 - 7 7 35 45 3.3 - 3 5 S 45 35 - 10'-0` 14 12 10 B 6 8 - 12 it Bs e S Y5 - 7 7 7 7 '7 7 45 5 S 5 3 S 5 5 45 14 12 10 B e 8 - _ 9S 7 45 3.5 3 7 7 7 55 4S - 5 3 5 5 45 J.5 - 14 12 10 9 8 8 - 12 9 e b 4- 7 7 7 6 5 5 3 5 45 5 14 12 10 9 8 5 - 12 95 0 5 4 J 7 7 5 4 3 5 5 5 4 35 - 1l'-O� 14 74 12 12 10 f0 9 9 5 8 8 - 12 5.5 10 85 7 4 5.5 J.5 4.5 J 3.5 - - 7 7 7 7 7 6 7 5 7 4 5 5 3 5 5 5 4 S 3 5 4 1a 12 - 9 5 e - = 11 8 5S ♦ - - - - 7 7 7 SS 4.5 - - - 5 5 S S T. - - - 14 12 10 9 8 - - - .1.5 D5 5.5 4.5 J.S - - - 7 7 a.3 J.5 - 5 5 4.5134 3 12'-0• f4 14 12 12 10 10 9 9 0 8 - - - - - 12 B 9.5 6 63 .4 6 ! 4 J - - 7 7 7 7 7 5S 7 4S 7 35 �8 - 3 - S 5 -5 5 5 5 5 4.5 5 5 43 3S 14 12 10 9 8 10 7.5 5 4 7 7 5 5 5 S 5 5 4 14 12 10 9 D - OS B 5 1 35 - 7 65 4.5 3.5 - 5 5 4.5 3.5 3 13'-O- 14 14 12 12 10 10 9 9 8 5 - - - 15 7 0.5 5.5 6 3.5 4.5 J 35 3 7 7 7 5 7 4 7 3 45 - - $ 5 5 S S 5 3 4 5 S 5 45 33 14 12 70 9 8 - - - 9 7 4.5 .75 - 7 7 55 45 5 5 5 4S 4 14 12 10 9 - 10 7S 5 4 3 7 6 4 3 5 5 4 3 14'-0�114 14 14 12,0.5 12 10 9 - - - 6S B 5 Ss 3 4 35 - - - 7 7 7 7 7 5 7 35 7 - 4 - - 3 5 5 5 5 5 5 { S - 5 - 4 - 3 - 12 10 9 - - 8.S 6.5 4 - - 7 7 5 4 - - - - 5 3 5 4 ---- 14 12 10 - - 9 7 45 3.5 3 - 7 5.5 3.5 -_ 5 15'-0" 14 4 12 12 10 10 - - - - - - - 10 8 7.5 4.5 5 3 4 - 3 - - - - - - - 7 7 7 7 7 45J 7 7 S. - - b 4 3 4 12 10 - - - 6 6 ♦ - - - 7 7 S - - - - 5 14 12 10 - - 85 8.5 4 JS - 7 55 S.5 - 3 J54. 14- 16'-0�14 14 12 12 10 10 - - - - - - 95 8 7 45 45 3 SS S - - - 7 7 S14 7 7 8 ! - - 5 - - 12 10 - - - 7.5----77 4.5 - 5 02020 11LTEC0, INC. EN., IL ECO�N�. No. 44167 - TESTING & ENGINEERING COMPANY *TILLIT55N.W o' STATE :'Q ••• F -/ 4T� 5 N.W. }: (' 5)t. 51n 305, . F..(305)GARDENS. FLOR1-15 p J] Ph... : (305)87/-1530 . Fax : (J051B7I-15}1 i�'� Ss� •..... �` •'N'�\� a-maCA-G0woO wALns1 A. n1.UT 4Ja P.E. .� nn\\\rrni /c.n..4n inr /n.rr .L FLORIDA U. B 44167 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY "ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VALID ONLY FOR UP TO +70, -75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 11 HV BLADE ONLY A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricone © 2020 EASTERN METAL SUPPLY, INc. Accordion Shutter System RV. BLADE #1 W/ OR W/o H.V. WINMW BLADE iAWING No 20-164 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN.'NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING. MOUNTING TYPE. (SEE MOUNDNGS ON SHEETS 16 & 17). ZE3 u B_�;TFZATE M410NUN. SOUTHERN PINE No. 2 W MIN. G=0.55, / DOUGLAS FIR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G-0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 1/2" MIN. COX PLYWOOD SOT ERN IN o. 2 W/ MIN. G=0S5, VLAS 190V G ii W/ SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W MIN. G=0.36 SPAN (ly WALL MOUNTINGS M. N. 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M. N. 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL- MOUNTINGS P& 0 B.O. WALL MOUNTINGS S& v B.O. WALL MOUNTINGS S& v B.O. WALL MOUNTINGS S& v 56. 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UYRATION6 DF DSE FOR B., Q GN sz 19 -F NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID W000 SOFFIT SHALL BE AS FOLLOWS: 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G-0.55 (N.D.S) - 1/4'e TAPCON ANCHORS, AS MANUFACTURE) BY I.T.W. BURDEX W/ MINIMUM EMBEDMENT AS INDICATED AT -D000LAS FIR W/ G-0.50 (N.DS.) EACH SECTION ON SHEETS 16 & 17. -SPRUCE PINE FIR NORTH W/ C-0.43 (N.DS.) EXCFPIIOW SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.DSJ -MN. 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 2016 SPECIFICATIONS. 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOIDABOATIONS AND SPECIFICATIONS OF THE ANCHOR'S "UFACTURER. NOIJIM1111 �� ''6 02020 TILTECO, INC. l`/ `�P�C�PpEN /TIL ECO�m.. N0. 4.14. 67'. - n TILLIT TESTING & ENGINEERING COMPANY STATE C Zepe WfiS N.W. 36 F..: (305) . 1-153 1] 5) Eta. 306. PnoDe Foa (3os)s7rs3, at FLOR P ,. . : : (3os)871-1530 . ( e-maC 61Lec67191.com oA-oOO67,e ��'''A�.cFSSinti FLOORIDA U e 44167 �.a., , ..,._., �, . r FLOMDA BUILDING CODE (Non High Velocity Hurricane Zon1 ■ ■ ■ ■ A S S A American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System KV. RADE #1 W/ OR W/O H.V. WINDOW MADE Ev. N DESCRIPTION DATE DRAWN BY: UP 1 OLD 17-107 /2/20Z DATE: 7/2/2020 2 DRAWING No 20-164 3 4 .ATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & 1(lA HV+ BLADES (AS _APPLICABL MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL WALL FlNISH BE LIMITED TO 105.0 120. A.S.D. DESIGN PRESSURE RATING SEE SHEET .19 FOR MAX SPAN & —1/4'0 TAPCON OR A.S.). DESIGN. PRESSURE RATING FOR INSTALLATION WITH BLADE 1 •&_ A WORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4.0 TAPCON OR W/ 1 1/2' Min. PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY •-��__ _ OF THREADED AREA TO W/ 1 1/2' min. PENETRATION OF THREADED AREA TO EXISTING O EXISTING WOOD HEADER. I j)("' WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 1 Lot SEPARATION I , , (SEE SCHEDULE ON SHEET 15) ` \ ( �O 1/4'0-20x3/4' S.S. MACHINE 1 TO MASS (SEE SCHEEDULE ON SHEET 1 GR 1 18 SCREWS W/ 1/4°-20 NUTS 1— 11 FOR MADE®NTp x 1' Min. ® 12' O.C. I aT SHEET 19 FOR llli tl 1 \ x EXISTING 1 BIAD6 p h J I I I 4 � (I �EO E GLASS—l7 ci ,r I-i m- ?'. FlNISH I I T t I I lu 1.� _ . COSTING MIN. I I ' \ - . 'FlNISH�il\ 1 2°x4' WOOD I f_EXISTING MIN. J"',• 9 HEADER REQUIRED 1 OR ® 0 ,`--2"x4' W000 EXISTING G 9 HEADER REQUIRED `` _ 1%4'0 TAPCON OR TAPCON WITH ADVANCED MN. SEPARATION I I 1 —O 1 n LTHRE'ADFORM TECHNOLOGY W/ 1 1/2- GLASS--I ro QASS (� I I ' ' Min. PEN ON OF THREADED AREA To I_ SCFODIJLE ON SHEEP MIN. SEPARATION TO GLASS f EXISTING WOOD HEADER. 1 1ON 9� 79. EXISTING�-II (SEE SCHEDULE ON SHEET 11) I {'. \\(SEE SCHEDULE ON SHEET 15) 1 BLADES (D QA� 0 ` 2"x4' CONT. SILL PLATE REO'D. OM HV WALL HEADER INSTALLATION ON HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION I I I ¢ Mw. CHEDULRON TO CLASS _....f1� EXISTING k— MIN. SEPARATION N To Guns 1 (SEE SCHEDULE ON SHEET 11) y O E%GLASS (SEE SCHEDULE ON SHEET 11) E7US11NG x MIN. SEPARATION TO GLASS I t /1 WOOD PLATE (SEE SCHEDULE ON SHEET 11) G� E I ' REO'0. x 1 +i;•-.r, I 1 1/4"0-20.3/4' S.S. v e MACHINE SCREWS I T I {` l�J - 1/4"0-200/4- S.S. 1 USING 1 4•-20 NUTS -.ate k .. MACHINE SCREWS W/ / 11: 1/4"-20 NUTS 0 12� . 1 ®t 2' O.C. FlNISH I I I O.C. I I T B , 1 < f _�t�a O l I . � � _.; . .;I � @ JI 1 ;; WOOD PLATE I I' I 1 I STr .I I-EOM--EO W LEQ-=-EO REOD. L----1' Min. I ^ " N �1" Min. .r • I l 1 \1L s 1 1 t 1/4.0 TAPCON OR TAPCON WITH ADVANCED OR 0.3 ' ` 2'x4' 1t1.1 THREADFORM TECHNOLOGY W/ 1 1/2- 1/4-0 �-)1 ` Min. PENETRATION OF THREADED AREA TO TAPCON OR TAPCON WITH ADVANCED L 51LL plA7E THREADFORM TECHNOLOGY W/ 1/2°1/4'0 TAPCON OR r2-MOUN7ING IE: / REO'D. �EXISTING WOOD HEADER. Min. PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON WITH ADVANCED SEE SHEET 4 FOR TYPICAL 't 11 -1� (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEEP 15) EXISTING MIN, 2'x4' 1/2 MIN. C01�` THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. ( ` WALL FINISH - SPUDS O 16" O.C. NA%.� PLYWOOD REO'D. WI 1/2' Min. PENETRATION OF SECTIONS CAN BE L-t/2' MIN. CD% PLriV00D REO'D. WALL FlNIS THREADED AREA INTO PLYWOODCOMBINED IN ANY WAY TO REp'D. PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15)SUIT ANY INsrauAnoN. ®HV WALL SILL INSTALLATION EXISTING MIN. 2'x4' STUDS 0 16' O.C. MAX. REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WfTH SECTION 2308 OF THE F.B.C. SECTION 230EI OF THE ® HV WALL SILL INSTALLATION ♦ SEE w ARDNS OF U E OF ©HV WALL SILL INSTALLATION F.B.C. BADE 1(ION SHEET 19 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone, ` %,tVlJlllutlttfl�` ����''' - 02020 TILTECO, INC. 02020 EASTERN METAL SUPPLY, INC. J BERTHA HVTM �Q ' ��GENs '•.9 - A■ S �+.A. Accordion Shutter System IL ECO�N�. No. 441 H.V. BADE AEI W/ OR W/0 KV. WINDOW BLADE TILLIT TESTING EL ENGINEERING COMPANY American Shutter Systems REV. N DESCRIPTION DATE DRAWN BY: M.P o'• STATE 0 r IQ$55 N.W. J6lR St. Ste. 305, NRGINIA GARDENS, ftDRRN JJI6 Association, Inc. , OLD n-1o7 /2/zoz DATE: 7/2/202o �'. PMna (J05)871-15J0 . Fax : (303)61-153I 4268 Westroads Drive 2 O� . FCORlO. �' ��� ,-ERR: UIt-9-1.eaxn DRAWING No �C' •. „ ,• ��` CA-0006719 West Palm Beach, FL 33407 J �.......r, �..r� FLO DTER uLLIT E 20-164 8 44167s � n WALL FINISH �• •- 1/4.0 TAPOGN OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO 1 EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) r M j \'V t s \—j'> I \—OPTIONAL I � 1_/_ I LE)asnNG MIN 2"x4" EXISTING —II HEADER REO'D GLASS 1} MIN. SEPARATION TO GLASS 1 (SEE SCHEDULE ON SHEET 1 4%8" (Min.) EXISTING WOOD BEAM REQUIRED. 1/4'0-2Dx3/4' S.S. STRUCTURAL ADEQUACY - PHIWPS TRUSS HEAD OF EXISTING WOOD BEAM TO BE CERTIFIED BY MACHINE SCREWS REGISTERED ENGINEER OF W/ 1/4'-20 NUTS ARCHITECT PRIOR TO ® 12' O.C. SHUTTER INSTALLATION. QS HV WALL HEADER INSTALLATION 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASS SLY 2-UOUNnNO SECTIONS CAN BE COMINED IN ANY WAY TO SUR ANY INSTALLATION. 1/4'0 TAPCON OR / TAPCON WITH ADVANCED / 257' THREADFORM TECHNOLOGY / Max. W/ 1 1/V Min. PENETRATION /J OF THREADED AREA TO EXISTING WOOD HEADER.- (SEE SCHEDULE ON SHEET 15) �J I EXISTING CLASS—, 1414. SEPAWT —I It CR SLADE 11 SH OUOF I oN 3etr to 1/2• 814x3/4' S.M.S. — ®6'O.C.I or 1© or 15 OPEN HOLE AT EACH -I STUD TO ACCEPT 5/16'0 LAG SCREW AT CENTER OF TUBE. n EXISTING eO4 SPA"' GLASS I D SCHEDULE ON �_ 1Q OR ®• ') 11 FOR ake I 19 asD6 m ME (IF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER o 24' O.C. REQUIRED EXISTING SOFFIT 3/4' Max. THK. 1'x4'x1/8" CONT. ALUM. TUBE (6053-T6 ALLOY) W/ or 13 or 15 EAACH 16RAFTER ORCR�EWS TO LOCATE TAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 2' Min. PENETRATION OF THREADED AREA VAUD FOR INSTALLATIONS WITH 72paf MAX. A.S.D. DESIGN LOAD AND 9'-0' MAX. SPAN. THIS INSTALLATION IS ONLY VAUD FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS 1 OR ®• FIR OR SOUTHERN PINE N0. 2, OR EQUAL T OR 1 MIN SEP.VWION • MIN. SEPARATION TO GLASS I S HUXLE CN SHEET I MIN, I I 11 FOR BIDE OAND SEPARATION (SEE SCHEDULE ON SHEET 11) I EXISTING 1 I I EXIC RNA 1 GLSS� , (IAL>:stDh� a (SEE SCHEDULE 1 . \ll I I ION SHEET 11) 9 I I 0 I ALTERN ANCHOR I I I 8 I I \ O WALLS I LOCATION EX STING �- I --I O •*y._•n •FWISh/ I I j1 4. I s/6 uVl. tOz3 4" HEX I Lul J/ / ©+• 7O I 8�21x6' MIN. W000 SCREWS ® 122' oc I I (NOKFlN6HUIRED 1�OR 2"x6" MIN. WOOD G. i) DECK REQUIRED (NO ALLOWED) a \ FINISH ALLOWED ) EDGE J EDGE LI DECK-` --�'— OF EDGE OF DECK E0 EOL/. ' / ( '0-20x3 4" S.S. IF APPLICABLE--�,,APPLICABLEE IF IF APPUCA13LE 1/4'0 TAPCON OR WinIWPS TRUSS HEAD _ 2�,y�--"- TAPCON WITH ADVANCED MACHINE SCREWS '2'x4• CONT. �- TRREADFORM TECHNOLOGY 1/4"0 TAPCON OR TAPCON WITH ADVANCED I ���-� I ;SILL PLATE ( • \ W/ 1/4'-20 NUTS i/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM THREADFORM TECHNOLOGY2' MIN. W/ 1 1/2' Min. PENETRATION 0 12' O.C. �Y MIN. PENETRATION OF THREADED i ` OF THREADED AREA TO TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER (SEE I ( ! X•-: EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) • SEE UN AMONS OF USE FOR OX .HV WALK -OVER INSTALLATION �V HV WALL SILL INSTALLATION BLADE 7A ON SHEET 1� OW HV FLOOR INSTALLATION (1 i11 uYY� 02020 TILTECO, INC. FLORIDA BUILDING CODE ( © 2002 EAon STEVelocityN ALSUPPLY. UH LYri NC. Zone BERTHA HV Tm rya?•'\GENS �L E C O �N�. A.��,'�S�A� Accordion Shutter System No. 441 7KV. BLADE #1 W/ OR W/O RV. WINDOW BLADE k TILLR TESTING RT ENGINEERING COMPANY American Shutter Systems LY. N DESCRIPTION DATE DRAWN 9Y: MP p * '• i1{7/�A Association, Inc. t OLD 17-im "s O'• STATE 0 Z. 055 N.W. 3SLA. S1.. Ste. 305, VIRG" GARDENS, FLOMDA 331E /2/202 DATE: 7/2/2020 PIt— : (305)871-1530 . Fax : (3m)871-1531 4268 Westroods Drive 2 %��c F(ORIO •����` o-maGt�Ccso191— West Palm Becch, FL 33407 3 DRAWING No �aSS�ONA1 �� a �� ALORIOA U. � 44167E 4 20-164 A to At Aolnaxr Ynxr� / 5 1�L �R '-__- ==°� xjx\ M COX M7. CLASS COMM CLASS SIDE CON Yo TRAM SIDE CC%74xnoN To TR� AND CONNECTION IDETAII (2) END CONNECTION DETAILIV END CONNECTION DETAIL -END—CONNECTION DETAI locLAI Xxi M�a)_ MADE (RON SHEET 19 rim DETAIL AND CONNECTION DETAIL (0 END CONNECTION DETAII @ . 05, FLORIDA BUILDING CODE(Non High. Velocity Hurricane Zone,' 02020 TILTECO. INC. 02020 EASTERN mErAL SUPPLY, INC. f. No. 4416 7 Accordion Shutter System tilt.. DRAWING No 6 IS OF 20 -------_---_ EXISTING GLASS �___ i I ! tfl 44 CR 5 !Il In y U � 1G gM�i B�g'Sy( 3gaapp PLAN FOR REQUIREMENTS) I �� TOP & BOTTOM TH ELEVATION MM SEPARATION To am STE SCHEDULE ON SHEET 11 FDR BLADE ---� _--_----- AM ON THIS SHEET FOR HADES a) —_—___�7�_ __ 21 �_________________ A W�/M2 I 5 ANTI 21 ® MATES Z W/0T (Se NOTE 4 ABOVE) PLAN ' TYPICAL (1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* N.T.S. I. MAX A.S.D. DESIGN PRESSURE RATING: +110, — 110 pa.f. 2. MAX. SHUTTER SPAN: 96' 3. ALLOWED MOUNTINGS: A. D, G & H ON SHEETS 6. 7; AS WELL AS MDUNTINGS M. O. T. U & W ON SHEETS 16 & 17. NAG MUST 2�E1 OR P G LAY O�IIN CASE OR @D ARE OSIDE FYOPP�NG 5' (A) HV WINDOW BLADE $HALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES) FOR ® PERM AT SPACINGS SHOWN ON SHEET 4. (8) MIN. CLEARANCE FROA TOP OR BOTTOM EDGE OF HV WINDOW BLADE OF ANY 3'0 HOLE FOR /4 SMALL BE 12': (C) FIST OR LW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE W WINDOW BLADE 1 (D) HV WINDOW BLADE IT MUST BE USED ALTERNATE TO A SOLID HV BLADE iQ THROUGHOUT SHUTTER'$ WIDTH. (E) CIE(!, RNATES $HALL ALWAYS BE INSTALLED ADJACENT TO A SOLID WBLADE f AT EITHER SIDE OF THEM. (F) POLYCARBONATE HV WINDOW Q SHALL BE INSTALLED SO TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. HV MIL. MUST BE ONLY INSTALLED AND LOCKED USING A NV SETTING TOOL PROVIDED BY ASSA, INC. & SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS E$ ON SHEET 15. AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOT 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). e. MINIMUM SEPARATION TO GLASS SCHEDULE. PER ASTM E-1996: WIND ZONE MINIMUM SEPARATION TO GLASS 1 THRU 3 1' 4 6.25' / 21:w22 \ 1 4 zz� 1 \ / t4fl 111 \CEN EN * . No. 441 = * Z � •, STATE 0 D'• F ,�ORIO ',-L' ANAL *7jrbAF /lry/7r A, �,,, 9' 7 — ;•A �,�/� �'�� �'`„` r``` CCAI /CIr_`AIATI IDC/T)ATC 02020 TILTECO. INC. I L E C O a �. hLUIiIUA BUM N' N ■ S ■ S ■ A ■ American Shutter Systems ASSOCIOtiOn� Inc. 4268 Westroods Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zone 02020 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System KV. BLADE #1 W/ OR W/O Kv N7 NDOW BLADE TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St. Ste. 3D5, VIRLIN4 GNtDEN9, rLOMDA 3316 Phone : (305)871-1530 . Fox : (305)871-1531 —ma9: URecoOooi.wm _ WALTER A. TLLIT1Jr. P.E. iLOR�A LG S Ni67 EV. N oEsCIRPnoR -ATE DRAWN BY: MP 1 OLD 17-107 /2/202 DATE: 7/2/2020 2 DRAWING No 20-164 C.-, M 61. 1 1/2'x 0.035' THICK - ".'V : .in. ASfM A-653 GRADE 40 �n• Min. G-60 GALV. STEEL +'.2"Tlox.� METAL STUDS AT 16' O.C. w --------- o w 1 -------- 1/2" 6 1/4' 0.035' THICK Min. 43C `43a 1ALV. STEEL TRACK CHANNEL 1 ® 6- O.C. 0 6' O.C. n -653 GRADE 40 Min. G-60 1 ZED FASTENED TO STUDS I O I & &EXTERIOR FACE �" AASSI APPLI ABLE 39 1 1 EXISTING GLASS—i MIN. SEPARATION TO GLASS —(SEE SCHEDULE) INSTALLATIONS WZ M HV BLADE & HV CENTERMATES INTO METAL STUD WALLS * * GENERAL LIMITATIONS AND CONDITIONS 0 SE FOR BERTHA 1 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 OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT -EXTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. 6 1/4'x 0.0356 THICK Min.I 1ALV. STEEL TRACK CHANNEL I EXISTING FINISH I AS APPLICABLE i I , [. ir `I -653 GRADE 40 Min. G-60 I ; , I �1 ZED FASTENW 70 STUDS j..1/2' TEK BREWS ON 43c 43a77. 4 &EXTERIOR FACE ; ® 6. O.C. Ei O.C. N ** BLADE SLACK DETAIL HVF IS ALSO VAUD FOR 1/2" 38 O CENTERMATE 21 APPLICATION WITH BLADE 1Q �O 1z 1 1/2•L y 0 6 O.C. Min Min. ASTM A-653 GRADE 40 653 G ADE wn. G-60 GALA. STEEL METAL STUDS AT I6' O.C. '• ;.,.2 •�'610jil MS WALL HEADER/SILL INSTALLATION VA Min. w — — _ — — - EXISTING GLASS _ - I -.. — — — — — 43a 436 43C { SYMMETRYCAL ; ,; :.; SYMMETRYCAL -I 2.000' MO r ® 1/4"o NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE N 3.000 M WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1• 4 4. EXISTING FINISH AS APPLICABLE (TYP. TOP & BOTTOM) MIN. SEPARAnom.'VARlE57.: I - CENTERMATES W/ CENTERMATES W/ :• ; ;'.' ::' ro GLASS 2• ,:.>•I ; :: r; :.. ; I .`:. :.:EXTERIOR ACCESS SIDE:' I I:,,...1. (SEE SCHEOULE)1f ------�_ - -- — ---- INTER OR ACCESS SIDE A 6• (�) -- — ----IN - ---------�(s' Min.) -- IN--i---------- -- L ax. . -Iffv 43a LENGTH + I" L 1/4"0-20W BOLT MUST PENETRATE 43G 1' 1.373" � 250' r O50• L_ Iq nT L1/4"0-2 THREADS ® 1 /4"0 ELM CONSTRUCTION PRODUCTS FAR—LOK HD COMPONENTS SCALE: 3/8'= 1' 1 3/4'x 6 1/4"x 0.035' THICK Min. COM. GALV. STEEL TRACK CHANNEL, ASTM A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS W/ (2) #6x1/2' TEK SCREWS ON INTERIOR & EXTERIOR FACE a �----------- -' - - I L I - —�r--- _ _.. .\ /�./�_--___ \J -----______—__ 4 2 3 1/4• (Typ.) � (s. Min.) �_ _ 24 (Cont.) ~ 6 1/2' (Typ.) 7' 7'— 6 1/2" MAX. SLACK **� HVA VI3 BLADE SLACK DETAIL HVF VC FLORIDA BUILDING LOCH ETD AT 112211 HV HEADER/SILL ENDS VIEW Y SIDE CONNECTION TO TRACK CODE(Non High Velocity Hurricane Zone 11 ``�T►I�TSt(1�1t1 1�C.. _ ND. 44 STATE .0 ; • F .� ZOR1 �i f '••...... ")s uoAt {y FA�'/ C•(��d'p�,, F 6'_ F P $ .• ♦ LHfF`��SEAL/SIGNATURE/DATE 02020 TILTECO• INC. —��- 11 L 1 E C O A�S�S,A.ccordion American Shaffer SySf6RIS AaaOClOfion, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Shutter System H.V.HvBLADE1 w/ OR w/o H.V. WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St, Ste. 305, NRGWIA GARDENS, ELORM 3316 Phone : (305)871-1530 . Fax : (305)871-1531 e- I: tatewoaol.com G-0000719 WR°Ra u j ulsi EV. N DESCRIPTION GATE DRAWN BY: M.P 1 OLD 17-107 /2/20z DATE: 7/2/2020 z DRAWING No 2�-�64 3 5 SHEEP 20 ec 20 6