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1 - 11 . itt Professional Reo e r ,. BCIS Home Log In j User Registration I Hot Topics Submit Surcharge Stats&Facts i Publications FBC Staff BCIS Site Map ! Links. Search I Florida 4113roduct Approval rUSER:Public User Product Approval Menu>Product or Application Search>Application List,>Application Detail " -• FL# FL389 R8 Application Type Code Version 2014 Application Status Approved Comments ArchivedLE C i Copy Product Manufacturer �� ri American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com LL� ``C Authorized Signature Bill Feeley R L —r Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E-1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report _ Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE C_1 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.pdf e= Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A.INC. DRWG.15-086.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'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.1)df positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,S'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 [BerthaV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks (Non-HVHZ) Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A.INC. DRWG.15-085.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 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and 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 COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-084.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. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.1)df for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party: Yes 12,25 and 28 respectively Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product llApproval Accepts: WW I— 1-1- -,tom 11160 Credit Card Safe GENERAL NOTES: 1.BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.OJ HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. pp DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS S BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-OJT6,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA•1: HV BLADES Q& THAI BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX(AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE'NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL '-FN BLADE@ 80214.01-03.$0715.01-03.81004.01-05,51214.01-05, 80317.02-06,80609.01-10 AND 80210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 'AREA- HV BLADE n AND HV WINDOW BLADE R AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&81220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE (WHERE PA PI-19MLF�-, -HV WINDOW BLADE ®80505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVET.0,WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND 8 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2 LA/BLADE(DAND HV WINDOW BLADE 1D ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 8144.75'AND 814x1.75'RESPECTIVELY, 410-KF MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kel YIELD STRENGTH AND 180 k9i TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA FN OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENVTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.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 kei AND 35.7 li.1 FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALUDY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ks1 MIN.YIELD STRENGTH AND 90 kei MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 W MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE D: 12,13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 FIV BLADE 1)&m WORKING IN UNISON: 12, 13&15 INSTALLATION DETAILS S-X.WOOD SHEET 17 -8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 88'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PARE BY U.S.PATENT 85'458,179 MUM TO EASTERN END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 METAL SUPPLY.INC. 9.R SHALL.BE THE RESPONSIBIUIY•�OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SFAL/CAULK � 3: HV WINDOW BLADE ONLY ICAO ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL.IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENIERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS AREA 4: W WINDOW BLADE m ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS. METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.O.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR To BE RESPONSIBLE FOR 7HE 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 S THE CONTRACTOR'S RESPONSIBIUTY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED MAUD IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR - REVIEW. (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 1T FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ;��.``P�ZE A. /�A7ji�A' O 2015 EASTERN METAL SUPPLY, INC. y' ......... icEBERTHA H TM D /777iL E C O �.�. A.S■S.A■ cordion Shutter System *o: �',A 14 - American Shutter Systems H.V.FVBuwE t w/OR W/o KV. 1MLd70ry BADE Tf/ *- TII uT TESTING & ENGINEERING COMPANY AsgpClatlpn� Inc. 1 H o�17�192 4/ON 1J/t5 DATE- M. 114 •. F OF,..•: e355 N.W.36th.St,Sta 305.VIRGINIA GARDENS.FLORIDA 331 j� Phone;(30.9)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No (S' '••. 6lteeo®aol.com West Palm Beach. FL 33407 3 ;0NAL EACs.``% WALTTR A-07DIDLLR1Jr.P.1- , 15-085 P.E. SEAL/ MI TURE/DATE FLORIDA Uc.p 44167 s SHEET e. 1 . OF 20 .. ., 3•/NR WINOON BLADE® r VARIES 1.491' o mh 73• � ��• .. o o Max. � , 1.00' 4.371 � .385• p o 4.&57' 4.999' �• Ap�& 5 HV 90'/180' STARTER THY SOLID BLADE 3O HV UNIVERSAL FLOATER O COVERED UNDER US PATENT �} 5458179 QUALIFIED OR USE W/ QUALIFIED FOR USE W/ HV BLADE 1O ®bV DIRECT MOUNT Hv BLADE 1� HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 1 *SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 6063-T6 ALLOY A TEMPER .2,a' 6063-T6 ALLOY AND TEMPER 3.228 1.500• a 085' 70' hid 2*12' 870' m .556' ) .9 .670' 2.226' n 2 0 NO4 897" 815' .092' HV ADJ. ADAPTER WILIPaa36•0.072' 0.0 3.22s' QUALIFIED FOR USE W/ HV ®HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK BLADE IO QUALIFIED FOR USE W/ HV ( HV TRENCH TRACK 3.so• 6063-T6 ALLOY AND TEMPER BLADE(11 QUALIFIED FOR USE W/ HV QUALIFIED FOR-USE W/ HV 6063-T6 ALLOY AND TEMPER BLADEQoNLY. 1� HV RAINGUARD BLADEC1� 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A D TEMPER VARIES " 1.936' BLADE 1' 1•x15• ? VARIES 1.936' 6063-T6 ALLOY AlqD TEMPER Ma<. Max • 1917'. .100 g .OB3' m .083" .093• 083' 083' .093' o 0 .080' 093'p %. 71 .060' •0�,o n 870 � m n v 7A . j14 670 1.666' m 870 3.5 9' e? 3 0 5 670 *. 11 HV CEILING HEADER j HV HEAD/ER/SILL 13 dp CEILING HEADERAILL Q LIFlED FOR USE W/ HV BLADE(1 ONLY, QUALIFIED0603RT6 AL WoY AND BLADE RDONLY QUALIFIED FOR USE W/ HV BLADE 1D 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE10 ONLY. 6063-T6 ALLOY AND TEMPER 711-1 COMPONENT A B Tl T2 X Y t MN,XMNYMN.t 2' 2• 0.125' 1• 1• 0.062• 1 2' S•MAX. 1/8' 1/8' © 3' 3• 0.090' 1B 2' S'MAX. 0.192' 0.192' SIDE ANGLES a ©0 CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5' 7•MAX. 0.190' 0.190' QUALIFIED FOR USE W/ HV BLADEQ QUALIFIED FOK USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. ® 2' S'MAX. 0.139' 0.131 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY, INC. , BERTHA HVTM ENSFAccordion Shutter System CONc. A S S A LEHV. BLADE#1 W/OR W/0 HV.W1HX IN OXIE :'k 5 American Shutter SystemsEv.N 06C10P11DN DATE DRAWN Br: MA_ TIWT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 OA7- 4/13/15 11353 N.W.36th St..Sia 303.VIRGRM GARDENS.D.oRDA 3316' 4268 WestfOads Drive 2 Phone:(305)871-1530.F-:(305)61-1531 DRAWING No %SOF .-..It:Nlte..O.W.cum West Palm Beach, FL 33407 a 15-085 FLO Rte EB-0006719 Sl NX �'\\\```` WFFLORIDA l c.g 44167LLfr Jr. E 5 SHEET A P.E. 5��+�fdGi+hlY6E/DATE 6 2 OF 20 4.660• 929' 4.5 6' 1/4'-20x1/' 1/4'-20 IE CASE 45' 2.29 .JJ4' SMT.S. 7NRFADa1 MOUSING ENED 1/4•_2D 2.293• •745• (2 TYS. BAKED`PNNIED 7HRFADFD IE CASE_ 3 Oy• m ry~ (2 1YP.) HOUSING BAKED PNNTEP 8 1.9 IWOB RN • •f C m N 0 m m Os .062• n �i, � fO 17 N o .B7$' n c 1.325" G U• c .316 BRASS CYLINDER BRASS C1`UWER 0 ®•4$4. - N • • 3 KEYS(CHROME (CHROME PLATED) S Rq1 p^ m- PLATEN) 21 HV CENTERMATE ,��'�� s ® V O ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE D&®ONLY tE�JFLOATINGCENTEMATE o`'� ByD23' 675• QUALIFIED OR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QUALLIIFFIIED FOR USE W/ HV BLADE 1 & A ONLY �' BLADE(6& ®ONLY_ BLADE 1U& ®ONLY. 6063-T6 ALLOY AND TEMPER 2' HV CORNER CENTERMATE Q UFIED FOR USE W/ HV BLADE(I)ONLY 250.O.D. t6' 2.674• 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 1.756• .922' 4.045' 2 MOLDED To m m m r 2.079• 1.753• .� • mo 60'AFTER RNETING 0 06�' a0 ^ S• BEFORE RIVETING O N a °s• N 1/4"P--20 x 3/4" N N SS, THUMBSCREW I Z4"0-29 RIVNUT* ' mm m *SERIES 9414 ALUMINUM(2024-T3 ALLO'Q URGE FIANCE 11BN a 62. SHEER NTEMI.PARR'f 0620.AS MANUFACTURED 705 BY AVOEL PIN4 `� FRONT ELEVATION " " LOCKm 4.566 CHERRY TE)LIORM,PARSIPPEN'/,NEW JERSEY 07054 OR EQUAL. CENTgRMATE © LOCKER FOR 'T" LOCK CENTERMATE ®QUALIFIED FOR USE W/ HV BLADE 1 ONLY ® HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® Q ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1Q ONLY QUAUFIED FOR USE W/ HV BLADE W/HV 13LADE(D ONLY. BLADEQI ONLY. 6063-T6 ALLOY AND TEMPER 6063-•T6 ALLOY AND TEMPERR'' 1.917 1.917' 3.181 m o o D °m� 3 THUMDERRN '063, • CYLINDEFR OR .214• m .063 .062• KEY CYLINDER •,m .214' m .545• ^m m + n "� H 0.875'Min. e c 1 .125•Mm1. 0 D ER ® HD CENTERMATE W LOCKING 0 ^ •4a m Q o QUALIFIED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE 1 & 1A ® HD CENTERMATE'S INSERT 804 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER o VARIES, 12'MIN. QUALIFIED FOR USE W/ HV BLADED& 0 1/4'0-20 S.S.OR 3/rd-16 1.130• 6063-T6 ALLOY AND TEMPER 7TRUMITTURN AD:TAI THUMBSCAEXS. t1/2• CYLINDER (SFE OETNIS DO OR KEY CYLINDER 'm it S ® LOCKING RODA 1/am ® HD LO K 375'0 QUALIFIED FOR USE W/ HV BLADE(a n 1 4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES V03 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER 6 HV 3M"0-16 0-16 ACEnL ,,,CCC��� ® � FRIES S S THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1t�& Q DRI INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCR�S BLADE 1Q QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone D ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F N ```����•... •._••. ✓9��i ®2015 EASTERN MLTAL SUPPLY, INC. ENS, BERTHA HVTM L E C 4 N�. A.S.S■A. Accordion Shutter System ' FLK BADE#1 W/OR W/O KV.WINDOW MADE Shutter Systems REV.N DESCRIPTION DATE DRAWN BY: ML tl(j TILLIT TESTING & ENGINEERING COMPANY S L4� A!>lOCIOttOnx Inc. 1 OLD 71-192 4/13/15 DAIS: 4/13/15 A'. P •_` am N.W.3Bm.St,Sb.3W,VIRGINIA GARDENS,FLOWA 3318 4268 Westroads Drive z L, EBR ��Z Phone:(30.5)671-1530.Fax:(305)871-1531 DRAWING No �FFSSION A������\ a-mW®N01c00coocol.com West Palm Beach, FL 33407 6719 4 15-085 '',A/FA1/1111111111111\\\\` WALTER A TLlIT Jr.P.E. 5 SHEET P.E. SEAL/SIGNATURE/DATE FLORIDA u`' 3 OF 20 4ats7 B SHUTTER ASSEMBLY SCHEDULE FOR HV HV 41 3/8"0 12 TO MIN. BLADE PCE 4 �6zs' (D HV BLADE I JE lA .1875'HV BLADE 1A HV WINDOW BLADE .0625' Si%x .0625 .0625HV LONG RECESSED NYLON BUSHING 39 o� a IT KN )LE BLADES "0 O0625III 18006 5" Y ® HV SHORT RECESSED NYLON BUSHING 3 HV NYLON HAT WASHER (D OR ® NN FIAT B fif10N [Olt R7� // 350• ® W WHEEL CARRIAGE AISI 302-303 SERIES I I ! 4 I• 40 n ///oz. 50• X 6.870"x3/16•• THICK NYLON WHEEL. 3 I N 2 7/8"MIN. HV WINDOW 315'6 CLEAR 0.188"6 AISI 302 SERIES S.S. RIVETS SEPARATION o62s" o3D 3.7500' I 6ERYFFIJ 0626• ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR b oaEmNa aN 3/RS MUCH r-Y ® W 2 3/4•• ACCORDION PIN W/ X18 HEAD * 41 ,4 CLEAR°a 475"�� C�4• ?F IORIT 00w VON ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i BETWEEN TYPICAL HV WINDOW BLADE AND I I 39 3 POLYCARBONATE HV WINDOW DETAIL 3 OOR ® ® or ®3 n N.T.S. ((SEE NOTE Fag j I I poi YCARBONATE IMPACT RESISTANT HV WINDOW RE IUIREMENTB) (DOR ® i BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV—STABILIZED GRADE OR SABIC * z I 120 IN.CUEAVa ME INNOVATIVE PLASTIC LEXAN 103 RESIN HV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR (SEE NOTE "F" ON SHEET 19). wo)Hy g I TOR 0 (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR N BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR POLYCARBONATE SOURCES FOR HV BLADE. EXTERIORRESOIT ® TYPICAL SHUTTER ASSEMBLY TMCAL PROPOM APPLICABLE (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT N.T.S. HV PIN®eXrRJAATT RAE EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO 00.324• BLADE'S KN* FOR ��V" ADH Orel Opo 0n, O.M 510 BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. (SEE NOTE FOR REQUIREMENTS) TENSILE nEID sr+frcm Isla Dose 9,400 paJ. 9,500 va•L FuxUR&STRENGTH AT VELD ASTN Ono 12600 P.--L 13.400 P+L (3) HV PIN ® OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 5 FLEXURAL MDDULUS AM Oreo 340,000µpJ. 318,000 p.L SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, B� ° ' ® Horcxm¢ao ASTM D2s6 to rT ro/ n FT-m! SHEET =•�^•OS^DS' HEEL CARRIAGE DETAIL SMOKE DENSITY ASIM D2343 47.2% 64.5 s Tux WH N.T.S. ASSEMBLY LAYOUT RATE OFBIMMO AMU Deas C-1 apse C-1 CLASS N.T.S. SELF MNRM ASIY DIM 1040'F Bso'F AM 0155 TENSILE STRENGM AFTER WFNHFNWG ASTM ale 8302"L am P+L nHV BLADE SOLID A HV WINDOW BLADE DETAILS TENSILE STRESS BEFORE WPAIRMNo ASTM B19 1 5401 psJ. I ON p..L N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0(ER A TjA,,, 02015 EASTERN METAL SUPPLY, INC. <<ir''- BERTHA HVTM OCEIV,i I L E G O 1 N C. A■S■S■N■ Accordion Shutter System Hv 0,40E1 w/OR w/o KV.WINDOW BLADE l�� = American Shutter Systems EV.N DESCRIPTION DATE DRAWN Bw M.L. c TI TESTING & ENGINEERING COMPANY 'F OF '*' am H.W.36UL SL.�305•VIRGINIA GWENS.FLORIDA 3318 258 Westron. Inc. , OLD 11-1 s2 4/13 IS OArE q 13 1s PMne:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No E".. ORIDP �'��.`� s- 11:UltecoOa 1—M West Palm Beach, FL 33407 s s 15-085 .N N6�c;V��``\ WALTER AOTOLUT Jr.P.E. 4 ALEP.E. �61[1tZ'A URE DATE FLORIDA U..@ 44167 6 SHE 4 OF 20 Na °" *NOTES ON HV LOCKS AND CENTERMATES: ®+ Y N s 7 u ®��®��°A® 1•��.��CONDITION 11:ONE HV LOCK®or®SHALL BE USED AT 1/2 OF'SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BE,1�OW �2 OF SHUTTER SPAN FOR SPANS UP TO 105:AND FOR INSF TIONS T ANY ELEVATION. HV LOCK(�or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 OR CENTERMATES W/(2) 1/4"0=20 x 1/2"LONG FAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON OqO� TYPICAL SHUTTER ELEVATION. 2.GEMP08L WNDITIgU Old IF 061Rm, FOR BETTER PERFORMANCE R FOR SECURITY PURPOSES, UP TO TWO HV 18 m LOC OR q.9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES „__,,,,F OR®SHALL BE AS INDICATED ON NOTE(1)ABOVE --"ILC7y LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. OH 11 OPTIONAL CONDITION A (VALID ONLY WHEN MopmMMUIRWY Ow0NwD. #I OR LIMITED MANDAMRY CONDITION N - �vf 3. II . 2 IS USm W/TWO N_y_ LOCKSI: LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION. BUT MAY ° 4oa5ORIf6°a0oa® " ® BE USED IF DESIRm TO ENHJWCE SHUTTER PERFO MANCE LOCKING RODS t5 OR AN ALTERNATIVE DEVICE y MAY ALSO BE USED AT STACKING POSITION ®®(NON HURRICANE POSITION). �B- AND INSTALLATIED To ONS AT ANY ELEVATION. HVMATE //CLOS FOR ANY SPAN CK ® SHALL BE S 13E USED ASAT ETAN OUTSNER IDE OR INSIDE LOCK, ODS N NI AT ATTTOP& BOTTOM SHALL BENER ELLUSED. LOCATION OF CK S4 0-20 xHA L BE AS INDICATELONG FLAT D ON TYPICAL SHUTTER LOCKING ELEVATTION _ MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12 #11 VALID ONLY MR W O K� Q 333 ONE ALTERNATE HV LOCK MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN.AND y Gds INSf TIONS AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN N51DE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4"S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. / t H�-'9e— - °�° f§�� RNNUT AS SHOWN ON SECTION HVE, SHEET EL ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO I / F1 ���NS ty C 3 LOCKS AT 1/3 OF SHUTTER SPAN. ® B. MANDATORY cONDTIION is FOR KEYSTONE MOUNTING INSr11LATON_4 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 INSTALLATIONS AT ANY ELEVATION. HV LOCK®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 FIAT HEAD S.S. SEE.END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION OR Q TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E N 1 J K L Y P O ■ Y W X _ SHEETS 10 h TYP.HEIGH FULL I' *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 .SECOND AlIXERNATE70 MANDATORY CONDITION JI VAUD ONLY -uD AND CENTERMATE © ® Q•O Q O © ., WI ONE ALTERNATE HV"T'LOCK E MAY BE ALLED IN LIEU S OF HV LACKS OR FOR ANY SPAN AND 1 ALLATION AT ANI'ELEVATION.ALTERNATE LACK��1 nY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER�J•AS SHOWN ON SECTION TNG,SHEET 9,WHICH MUST BE CONNECTED TO cENTFRMATES®AND®W/ 1/4'0-20 x 1 1/2' LONG S.S.THREADED$OLT W/7/8'0 x 3/32' WING® MAXIM UT OR%AND BELOW x1'MIDSPAN. S. INTO A 1/4"0x KING RODS @ CK MAY TOP AND ETBOTOM IS MANDATORY.E INSTALLED AT OR 12' 6 + 7 a 6 + 7 + DI+ MAXIMUM AB AND BELOW MIDSPAN. USE OF TWO LOCKING RODS *NOTES ON HD LOCKS & CENTERMATES: 1.ND TOCK W/HD CENTERVATES W OR W/Go: ONE ALTERNATE HO LACK Q MAYBE USED IN UEU OF TYPICALn HV BLADE SHUTTER ELEVATION TAr LOCKS OR 0 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. REAN INSIDE OR REINFORCEMENT INSERT OUTSIDE®AS SHOWN ON SECTIONS HD13 HAND TO®DC-HYC,SHEET 0.BEA LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL on High—AVelocity Hurricane one ®2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM ,"\cENSF •,� 'o ,... A S S A Accordion Shutter System 1 L EC ■ KV.MADE#1 W1 CR W/o KV. WINXIN GLADE * lid/!.r' *= American Shutter Systems ?Ev. DESCRIPDON DATE DRAWN Ern ML TILUT TESTING & ENGINEERING COMPANY STATE OF B33s N.W.3Gn SL' Sm.30.YIRGGM GARMS.H°RM 331e Association. Inc. + OLD 11-1sz a/13/1s DAre a/13/ls Phone:(309)871-1530.F°z:(JOS)871-1931 4268 Westroads Drive 2 DRAWING No '�i''�F`i;S'�•......•�G\����� —.11:t'�BR 91.wm West Palm Beach, FL 33407 3 %, ONAL E WALTER A TIUJr Jr.P.E 15-085 P.E. SEAJCAf�SIIIfdIIIU�RE/DATt FLORIDA ue./44167 B SHEET OF 20 ONCRETE ANCHORS POURED CONCRETE POURED OR CONCRETE BLOCK _ _ POURED CONCRETE '(SEE,SCHEDULE ON REQUIRED 1H/ACHINEOX3/4- S CONCRETE CONREq REO SHEET 13) CONCRETE ANCHORS REQUIRED FON (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS ) 17 18 0(E -xE(SFE MDUmmG®ON$HEEr 7) SHEET 13) NUTS @ 12'O.C. (SEE SCHEDULE ON SHEET 131. __ 1• Min. OR 14 Min. 1/'0-20x3/4"S.S. --- _ EO _EQ_ DMSANC.CHN1 4CR220 NUTS � EO Q 12"O.C. E D.4 /2" .250'Max. __ 13 px 1$ -- O 1$ . s .250'Max. O• I Max. L III I I ED I� i i I -t .D• I 1 I I OPTIONAL II it I �PnONAL 'I ilj� I 1 WL SF WV= I 1 I 11 FOR 'N ♦ i i 11 10 CLASS(SEE MIN.SEPARATION TO GLASS 1 to is L I 1 OR ® I I G��G—{—(SfJ=SCHEDULE ON SHEET 11) E7(ISTING I gApLGmg® I I MIN.SEPARATION TO CLASS I I 1 I GLA55—i I`(SEE SCHEDULE ON SHEET 11) ' EXISTING I I 1 G'"� ©HV WALL HEADER INSTALLATION OA HV WALL HEADER INSTALLATION BO HV WALL HEADER INSTALLATION + KEYSTONE MIN.SEPARATION TO GLASS EXISnN_G NN sPlAalatl 1 I I —(SEE SCHEDULE ON SHEET 11) FI - LEQ 1 G' 10 aAW(SEE I I 1 1 GR ®♦ i MIN.SEPARATION TO GLASS I' I I 1 IXGLASS� w S 11101 B� I i`(SEE SCHEDULE ON SHEET 11) I I I I 11 TGR RADE mN I tUUO�� I I EXISTING I --' �-OPTIONAL.:.mD.• I N /4' y IMax.11 Max. EOPTIONALM. �+ 15 EQaN1. --- 12 OR® -- - 1/4"0-20x3/4'S.S. Min. --- E PHIWPS TRUSS HEAD CONCRETE ANCHORS 1/4'0-20x3/4'SS. PHILLIPSMACHINE SCREWS USING TRUSS HEAD MACHINE SCREWS ONCRETE ANCHORS @ R 1$ 1' 1/4"-20 NUTS® 12'O.C. (SEE SCHEDULE ON W/ 1/4"-20 NUTS® 12'O.C. (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK CRETE ANCHORS OR WALL REQUIRED OD }JV WALL SILL INSTALLATION (SEE SCHEDULE ON O HV WALL SILL INSTALLATION POURtD 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 4 E D.-EDGE OISrANCE ♦ SEE LJMT ATIONS OF USE FOR 10 H V B LA D E ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BLADE 1ON SHEET 19 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. uu1NFiT FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone r / ' m 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM ENs� A S s A Accordion Shutter System _ = 1 L ECO�N, ■ ■ ■ ■ TLV BIADE#1 W/DR W/O H.V.VdM=BRIDE American Shutter Systems .N DESCRIP130H DATE OiUWN BY: N.L 'a S OF TILLIT TESTING k ENGINEERING COMPANY Association. Inc. 1 OLD 11-182 4/13/15 GATE 4/13/15 �'•, 6755 N.W.J:( 5)Ste.153 Y.Fox (=)E.FLORIDA 3316 •�Q� 4268 Westroads Drive 2 Phone:(303)871-1530.Fax:(305)871-1631 DRAWING No .11: West Palm Beach, FL 33407 3 15-085 1t,�\� WALTER A TILLIT Jr.P.E. 5 SHEET P.E. SEALJSNATURE/DATE FLORIDA ua.g 44167 s E OF 20 POURED CONCRETE ANCHORS r TO "I 1r G � NN.SEPGIAARAIMo ® EXISTING Li(�Oscx[WtjGLASSCONCPEE (SEE SCHEDULE ON SHEET 13) _m( REQUIRED 1tFOR BEEDGE OF CAND stpAxanon _SLAB ON SHEET 9 FOR TO Cuss APPLICABLE N �r 1 ' EXISTING 1 uN s�H Tilj IaAOEsmar ® rI ' t r rr r rr t! r rl r ! ALTERNATE i t r l ! r r !r EXISTING t ANCHOR ; 11 t GlAS t i r l r LOCATION r 1 ! ! t t t t 810x3/4"HEX WASHER HEAD ! 1 I ! ITjJ13oq)$ iJ/a YIN. TIX SCREWS® 1 Z"O.C. ; 8 E L°ABB IFCONCRETE ANCHORS APPN ©+ 7 i (SEE SCHEDULE ON SHEET 13)VAI/���" EDGE OF EXISTING EDGE OF 1SLAB IF 0 GIISS— SLAB.IF 1/2 1 EDGE OFAPPDCABLE MEL SGi AnAPPUCPBIEQ. 0. STAB IF POUREDm t7As- APPLICABLE POURED 0. CONCRETE FINT HEAD CONCRETE ANCHORS 1 EaAwaPOURED ON RED REQUIRED (SEE SCHEDULE ON SHEET 14) 97 STREP 19 F1 OR ® CONCRETEFLAT HEAD CONCRETE ANCHORS . REQUIRED D. D. (SEE SCHEDULE ON SHEET 14) I1 .TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. HV FLOOR INSTALLATION t HV WALK-OVER INSTALLATION SDESIGN CHEDULE URE RATING&FOR SPANS PER ® ET 11 HV CEILING INSTALLATION ExISTING MN..""AMN IT)CAM CONCRETE ANCHORS rLyg�m ' I wN.SFPARRIW ' (SEE—SIE ON oN SHM tO I I t l O 1/40 IiW BIIM1DD(TAPODt1,W/ 1 r ! a TECHNOLOGY OR 1/410 POWERS ro 9 AQ 0— DN III� r i � r r ;I EXISRNG SHEET 15) Ap✓AEXfO TW3/DTt�E EXISTING I EXISTING--{MN. ro awm ' GLA55—� r FASMNERS TMRR+NEMRS W/ MAX —' GIA55 —I(ss x®0!c aN szffrT l O I r wvA srnin,OrON ro 1 1 J/4'MN.EMBEDMENT 9 6' GLASS (s¢sOrmals 91 t q 1' O.G FOR UP TO V-4'SPAN AND .' i 0 r i I i I 4'O.C.FOR SPANS LARGER THAN j r1 ' 1/4• t ) SENANT AT FASTFNBt HEAD MAX. Or.)(SEE NOTE NON 99ET 11 ! p a 810x3/4•HEX E, * FOR LMIA MAX. 9 3 OR 15 t WASHER HEAD CONr.SEALANT I f N1/21 TIX SCREWS . ' 1 8• ® 12'O.C. 8 I� �r .. 14x3 4 HIX MEAD r N 1 B• I ' +'•' ' TIX SCREWS®9"O.C. ; 3 _ ___ / F ! 1/4. '•` 's 1/4Y-20xJ/4.55 TS / CONCRETE ANCHORS _ _ 6 +O14x3 4 S.DS. I15U1C t/4•r-20 NtRs OR 1 4•te-20 S.S. M's. r 9 9.O.C. -- - Max. s o 12"O.C. W/NUT 9"O.C. i (SEE SCHEDULE ON n 1 •SHEEP 14) EXISTING NON STRUCTURAL O .00'MIN.?'•a WALE.TRW(DECORATIVE )7 OR)8O )7 R)6 ' ALL) 77 I i EDGE OF 81423/4'F.H.5.0.5. •r CMIN:1!rr SLAB IF ' POURED CONatEfE 17 8" 1 7/e APPDCABLE 9"O.C, REQUIRED CONCRETE ACHOSEE NOTE 13(b) SEE NOTE 13(b) .!•a.•''+~ •• D POURED CONCRETE (SEE SCHEDULE ON ON SHEEP 1 POURED CONCRETE ON SHEET 1 r'•'• � "'•'• p, OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK \/�EE�/ MOUNTING OPRONAL POURED RE0U1RE0 REQUIRED KMAXLMM AOO..DESPRE4LRE• 64-72�ALL.eTION CONCRETE KO HV WALL FLOOR INSTALLATION © HV WALL WALK-OVER INSTALLATION MAXIMUM SHUTTER SPAN 8•-0• REQUIRED QJ HV RAINGUARD INSTALLATION t NOTE' t THIS INSTALLATION SHALL BE NOTE FOR COMBINATION OF SEMNS: • E. D.=EDGE DISTANCE REMOVABLE WHEN PERFORMED SEE SPECIFlCATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT SPE UMI ATIONS OF USE FOR INSTALLATION DETAILS W/ O H V B LA D E 1-SEE SHEET 4 FOR TYPICAL SHUTTER ( OR ENTRANCE BLADE 1A ON SHEET 19 ASSEMBLY IN aM°wAS�ONuO "m, ANINSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. ����•����� OtC%T 5- BERTHA HVTM ENSF'' A S A Accordion Shutter System L ECO ■�. H.V. BLADE#1 W/OR W/o H.V.WINDOW MAX American Shutter Systems IEVO lk DESCRIPTION DATE DRAYm F3Y: YE TILLIT TESTING & ENGINEERING COMPANY 6Jyy N.W.J6R SL Sb.M.NR4TNU GARDENS.Fw9w„1 Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 Phone:(305)871-1530.Fax:(305)871-1531 4266 Westraads Drive 2 DRAWING No ,c' R 9-mall:URac99a91— West Palm Beach, FL 33407 3 %, Fs' ••.••• tJc���,.� EB-OG08719 4 15-085 %.,,s/ONA1 �LTA1A� WALTER A.TILLIT Jr,P.E. SHEET P.E. SE'I{LfSI�NA�fURE/DATE FLORIDARD^ua.®a4Ts7 6 5 7 OF 20 SEE END WALL0 (-, ON DEIA LS US 10 & 10 SEE NOTES ON LOCKING RODS®.HV LOCKS(D ar® OUT I N r INSTALLATIONS W-1 I HV * AND ALTERNATE HV LOCK®ON SHEET 5. �E%ISTING GLASS 1Ir// BLADE SLACK DETAIL M IS VAUD FOR ALL BLADE W HV CENTERMATES GEMERMATFS APPLICATION WITH BLADE(j) ORE ENO WAU. CONNECTION 0 ®on©«©on EXISTING GLASS DETAILS ON SHEETS 10 & 18 i �_� 01 1 �Y ©+®��+QUO+® - --------------------.---- ---------------�-�-- 1 I O @_@+@@_@ 3 1/4- 7" 6 1/2' 7. 2'xz-xt/a'x0'-2 8 + ('083 Te AU.DY)ALUM. OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4.0 TAPOON I 1/2- oR©+ AN RS TO CONCRETE CENTERMATES CENTERMATES MIN. SEPARATION (TOP/BOTTOM)h B1ox3/a-S.M.S.® 12' (a)JIOx1/2•S.M.S.ro TUBE I O.C.FULL LENGNT. W/ HV LOCK 4 of o �V/ HV LOCK or (SFEscHmuLE AT EACH ANGLE(TYP) Z %: kONET 11) 5 ® °^ * 35* I N J 5 1 "9(r - 2- Ulf, . 0 HVA/ 111 �! + HVB ©°n®an©+Oa1®°fl�D+®on POURED CONCRETE OR —EXISTING GLASS CONCRETE DLOCK WALL ©rO«©on©+O«k`)"'I ) }Q«®an Q«QQ+©«©oR r REOU LD EXISnNc 5« SYMMETRICAL *--- IN 6 + 7 +©q1W+O+®on MIN.IEPARAnON-- c1Ass CENTERMATES* 6 ©«®�,�.�g ®.Q aw ( To curls 5 W/ fL�o1 SEE SCHEDULE H.V ACK (INTERIOR) ®«®on Q+Qon(@«Q ON SHEET 11) MIN.5 N ® a OR TO GLASS I N OPTIONAL + (SEE SCHEDULE - J ON SHEEP 11) (INTERIOR) OUT -- —_---_ —_—_—_—_—_ CRETE I - - - i CON LL 1 ANCHORS® • •� , 16.O.C. * a ® C7 * a ® OUT 6 1/2•MAX.SLACK L -ZNor oUT * 5 cEXTERIaR) HVE HVF** HVD FLORIDA BUILDING CODE(Ron High 'Velocity Hurricane Zone 01111111111111111 ®2015 EASTERN METAL SUPPLY. INC. r�<<ir� , BERTHA HVTM Q CEN _ A S S A Accordion Shutter System ■ ■ KV BADE#t W/OR W/0 KV WINDOW BtaIX American Shutter Systems fl,,N DESCRI"OR DATE DRA Dr: H•L. TILUT TESTING k ENGINEERING COMPANY Assoclatlon. Inc. t OLD 11-192 4 13/15 DATE: 4/13/15 5353 N.W.36th.SL,SW 30.5.VJIGINIA GARDENS.FLORMA 3316 �'. 4268 Westraads Drive z Phone:(305)971-1530.Fox.:(305)971-1531 DRAWING NO .�'., o-mail:U1t.1®0 ol.ccm West Palm Beach, FL 33407 3EB- rj-085 WALTER A�OLUT J,P.E. 4 ss/C L�1P t4167 B SH 8 OF 20 P.E. L�al4i� E/DATE FLORIDA U�.B 4 ALTERNATE INSTALLOON WjHV "T" LOC6 HV MA E FEMAL "T" LOC 5 CENTERMATES 8 9 LOCKERS In HV BLADE SEE END CONNEcnoN omits ON SHEETS 10 A 1e INSTALLATION In HV BLADE OUT IN '�I�0�71N0 awe BLADE DETAIL Nw.w w o ON SHEET e, W/ HD CENTERMATES ® DI WELL A6 UTHIS SHL T.MAY RUDE®DETAIL NATER . o•6•7 a 8 10• ItmIgTFD ON iHl9 SHEET.wr ElE usm vrtnE THIS ALTER scc END WAL_CONNECIIDN ®q Iraruun0l DErAn. c SHOWN IN nes s,Ear. 0• � DETAIL ON SHEETS f0 h 1D (e663-Te A/LLOD ALUM. I a 4® 35# * 35* _ ANGIE W =)1M4 CONl531E 6 I (OPTIONAL) --- — -) L--------- — 4 (aPnawW t (4U,m,/3•sus miu� i /,au/a•sus ,x• . AT Ectal AxaE.(TTP) O.0.FULL WMIT. * IN (a)FEV. IN (4) b 30 HV T„ PINS(TTP.)77 Ve PINS(TTP.) TO 5 a 3 LOCK (INSIDE) 1 OIL ° SIFT 1 - - -------------- - -- — ------ 3L —-- „r 6/w O 5 1 2 s 1 1 5 OUT 31 oR 3 K 33 31 oR 32 31 oR 3 31 an 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (oanowW *SEE NOTE 6 FOR EN LOLT(®, * W/ 7/8"0 x 3/32" WINGNUT. (omm)I I�D —HVB OUT HDC—HVC r Lax.ON SHEET s. SYMMETRICAL HD CENTERMATES 0 HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES ® W/Q ! LOCK (EXTERIOR) W/ ft LOCK (INTERIOR) t SERIES 9444 ALLI N UM HVG* . (2024-77 AWDV)LARGE FLANGE THIN ®a©•OaO"�'®� . SHEET NLRSEITT,PART/CM. 10•�®q1©4�^©•©°1 AS MANUFACIORED eY AVOEL CROW TaDORN,PAANISPPENY.NEW JFRSLr ©•� ©a©•O•®a 07054 OR EQUAL ♦®dfl©.®4®.®4 (1•®W®'®a®'®��'® 3 *SEE NKES ON LOOORG ROW(5•IID®LOOK ON SHM 5 Z! ##um.D¢D.ELakim&AmOvam mw-TWO IS wFn FOR ALL O INEINNES APR==G MI NAOE:O },I,,)(D—HVD** FLOATING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Ione A".. A r'�(/r''�4� m 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM �— S S A Accordion Shutter System =1L C O INC. A. . ■ . H.V. BLADE#1 W/OR W/O H.V.WINDOW MADE Shutter Systems IEV.No DESCRIPTION DATE DRAWN eT: MA- o= TATE OF :�Q` TIWT TESTING & ENGINEERING COMPANY Assoclation. Inc. 1 OLD 11-192 4/1J/15 DATE: 4/13/15 .p•• LT3S7 N.W.36th.SL.St.30.7,VIRGOM GARDENS,FLOPICA 3716 4268 Westraads Drive Z Phone:(305)071-1530.FOM:(305)571-1531 DRAWING No o-man:Ulb—Gaol.com West Palm Beach, FL 33407 3 1 'I 5-085 WALTER A.11LLIfJ,P.E. a P.E.,StAtJS1INTNATURE/DATE FLORIDA U.f 4416 6 SHE 8 OF 20 POURED CONCRETE POURED CONCRETE OURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BL CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS �EXISTING 'I G -� / EXISTING GLASS J 2'MIN EXISTING GLASS CONCRETE ANCHOR /— ® 16'O.C. MIN.SEPARATION T � 1. rr A 2'MIN. TO MASS(SEE MIN.SEPARATION TAN.SEPARATION 7 MIN.SEPARATION SCHEDULE ON SHEET I EQ EQ ro BASS(SEE SEE 11 FOR RADE®ANO SCHEDULE ONTO GLASS SH T ISEE ro MASS O SH EET SCHEDLI E ON SHEET 1/16'x3'MAX. ON SHEET 19 FOR 11 FOR MADE mAND 1 BLADE m 11 FOR EIADE®MID (6063-T6)CONT. BLADES(D Q� ON SHFE7 19 FOR 1/2' ON SHEET 19 FOR ON SHEEr 19 FOR ALUM. CLOSER (LOCATE AT 1 BlA0F5 m&QA� PLATE. (LOCATE 112 I BLADES m&Q!� T—� BLADES & EITHER SIDE AT EITHER 510E MIN OF O) OF O) 1/2'MIN. I {.USE 1'OR 2'MAX. no 010x1/2'S.M.S. ®10x1/2•S.M.S. I _—_—_ (AS APPUCABLE)X2•xl/8'xO'-2' ® 16 O.C. ALUMINUM CUP ANGLE ® 16'O.C. ----- 4 (6063-T6 ALLOY)AT MIDHEIGHr 4 ` / (2)1/4-01/2"TAPCOS ANCHORS TO rj SrE DETAIL X I 1 QR�(W EITHERWALL SIDE OF(D)(LOCATE AT I OR ®� - SIOE CONNECTION OR SEE DETAIL X FOR 1 OR TO TRACKS SEE DETAIL X F° 4 SIDE CONNECTION a®a©•Q7 8Q 0`®a a®a©•O7 aQ 10•®a m�a&@_C 6 7 x 8 TO TRACKS a a 6.7 a g a O.®a iO, SIDE TO NTRACKS 10• d 10•®a©.®ap.®a 10'•®a©•®ap•®a ©.O.©m©.Oj .®a 6.0.©aO.O.®a ©•Qx •©"'©.Oj•®a ©.Oj '©a©.Q•®°' ®•®a®•®mO8•®a ®.�a©.®mOB•®a EO•®a®•®a�•®app OB`®a®•®a'®•®ate® END CONNECTION DETAIL 3 END CONNEC- DETAIL END CONNECTION DETAIL Q END CONNECTION DETAIL 20 0 .F RET]UIRFD ONLY FOR SPAS GREATER THAN 12'-0' POURED CONCRETE OR CONCRETE BLOCK WALL EXISTING 4 ((EXISTING GLASS GLASS 4 f REQUIRED MM.SEPARATION TO CXASS(SEE ® 16• .C. MIN.SEPARATIONSCHEDULY —'---- — --=- D B OR®OR(DOR 1I FOR BIADE® CONC ETE 1/2'MIN.ON SHEIET TO(LASS(SEE HEDULE ON SHEET _______ ____ ONSHEEP 19 FOR ANCHOR® 11 FORBlADE® 1 OR OR 1 OR 1 CONCRETE wmom&® 12'O.C. 5 ON SHEET 19 FOR BLADES m&Q ---- - OR@ ANCHOR Q I6• 1 2 MIN. O.C. — 4 ----- EO F) OR®OR�OR 2•MIN. 2•MIN. ♦ SEE LITONS OF USE FOR �� y BLADE ON SHEET 19 @ OR 1 3 OR(qOR 1 OR� ylEW Y 5 1 OR ®' PLAN DETAIL X 0 oa®� POURED CONCRETE OR OR ®a 6• o•®a ,a,®m®•�®,®m END INSTALLATION CONCRETE BLOCK WALL ,D'®a®•®ap•®a REQUIRED ©•O•©a©•O•®m n HV BLADE OR a HV WINDOW BLADE INTO �o•o•©ao•o•®m � o - ®.®a®.®ap.®a CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAILSO @'@'@'@'O'@'" END END CONNECTION DETAIL ©•®a®•®a®•® - � a®'® FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 0, A Tk' i/T7j'',' ®2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM 1 L ECO INC. A■S.S■A. Accordion Shutter System 6 �.v BLADE#1 w/OR w/o Kv WINDOW®.aoE L /J I:Ar AmerlcGA Shuffer Systems MV.No DFSCNIFNON oATs DRAWN Er: M.L. U Ir TICCIT TESTING & ENGINEERING COMPANY A390clOfio�� Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 S-TATE OF 6355 N.W.36M St,S1..305,VIRCMN GARDENS.FLaRm4 3316 �• Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING Na ORI a-m611:6IL.ce®aol.com West Palm Beach, FL 33407 3 ss/ONA�E�C.�' WALTER A TIIUJr Jr.P.E. 15-085 P.E. ��4vp 'URE/DATE FLORIDA uc.d 44167 a SH io OF 20 SCHEDULE fit SCHEDULE d2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR '•L-" MAXIMUM SHUTTER SPAN* "L+" AXIMUM SHUTTER SPAN*"L+" w NOTES: (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION I AnoN ND S ENTERMATES. ® &®or or INSTALLATIONS W/ ( W CONCRETE & W/ ONE H.V. LOCK or or Or ® WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR . GIVEN ® ® �l�i)= BC W/ ONE HV LOGITS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ® W/•NO LOCKING RODS or ONE HV LOCK or or L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W ONE HV "T" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B, C. D. E. M. N, 0, P. Q. A.S.D. DESIGN PRESSURE RATING. ® ® / ® ODS MOUNTING F, K & L R. S. & V. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t,tt) (VALID FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES tF SHEET 7) FLOOR/CEILING G. H. I, 11, J T. U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: tuwuUM CONCRETE&WOOD INSTALLATIONS 0 MAXIMUM CONCRETE&WOOD MMMUM CONCRETE MOUNTING & M As.O.DESIGN ASO.amcR ASJL oE9cN INSTALLATIONS GIVEN A POSITIVE AS.O. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR P'�� WALL MOUNDING rtasmtae DETERMINE MAXIMUM SPAN °L+•FROM SCHEDULE. RATING MO NTING R�ItnG & IwINo FLOOR/COLING uOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (ate,.) (�+•L1 FLOOR/CBUNG MOUNTING (adt) OR DETERMINE MAXIMUM SPAN 'L FROM SCHEDULE. FLOOR' ALL MOUNTING L+ (0) L-(R) L+ (D) L-(R) L+ (1� L-(0) L+ (6) L-(R) MA)GMUM SHUTTER SPAN 1+•OR 'L FOR 30 OR LES 16'-0" 16'-0' 16'-0" 16'-0' 30 16'-0' 16•-0' 30 16'-0" 16'-0" INSTALLATIONS INTO WOOD SHALL 13E LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND 'L 35 14'-10" 14'-10" 15'-2' 16'-0 35 14'-10" 14'-10• 35 15'-2" 16'-10" 40 13'-10' 13'-10" 14'-2". 15'-2' 40 13•-10" 13'-10' 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1' 13'-4" 14'-3• 45 13'-1' 73'-1 45 13'-4• 14'-3' t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8' 13'-7' 50 12'-5' 12'-5• 50 12•-3' 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10' 11'-10' 12'-1° 12•-11• 55 11'-10" 11•-10" 55 11'-1' 11'_11• SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 60 11•-4' 11'-4' 11'-7' 12'-4' 60 11'-4' 11'-4• 60 10'-2" 10'-11' NOTE#5, SHEET 5. RATING: 65 10'-10' 10'-10' 11'-1' 11'-11' 65 10'-10' 10'-10" 65 9•-5• 10'-1" DETERMINE: Lt+= MAX_SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6• 10'-6" 10'-9' 11'-5' 70 10'-6' 10'-6' 70 8•-9" 9-4' L2+= MAX.SPAN FOR FUDOR/CEIUNG MOUNTING 75 10'-1' I0'-1' 10'-4' 11'-1' 75 10'-1' 10'-1' 75 - 8'-9' t't'EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+'OR INSTALLATIONS. 80 9'-10' 9'-10" 10'-0' 70'-9' 80 W-10' 9'-10' 'L-'AND MAXIMUM AS.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9•-6' 9'-e' 9•-9" 10'-5' 85 9'-6' 9'-6" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3• 9'-3' 9'-5' 10•-1' 90 9'-3' 9•-3' SHALL BE LIMITED AS FOLLOWS: DETERMINE: 95 9'-0" 8'-9' 9'-2' 9'-10' 95 9'-0" B'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING Lt MAX.SPAN FOR WALL MOUNTING INSTALLATIONS.100 8.'-9" 8'-4' 9'-0' 9'-7' 100 8'-9' 8'-4' LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE L =2- MAX.SPAN FOR FLOOR/CEIUNG MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11' 8•-9' 9•-4" 105 I1'-7" 7'-11' 110 e'-4" 7•-7" 8'-7" W-2" 110 8'-4• 7'-7• FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 e•-2" 7'-3" e•—a' 01-11' 115 -2" 7'-3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'L,+'. "L2+'. 'L,- AND"' ' ' ' - "' '' • "L2- 120 W-0 6-11 8-2 8-9 120 8-0 6-11 . (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-8• 8'-0" 8'-5' 125 7'-10' 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5' 7'-10' 8'-1' 130 7'-8' 6•-5' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6•-2' 7'-9" 7'-9• 135 7'-7" 6'-2' WIND ZONE SPACING. 140 7'-5• W-n" 7'-7" 7'-6• too 7'-5• 5'-11• ASTM E-1996 SEPARATION 145 7'-3' S'-9' 7'-5" 7'-3' 145 7'-3" 5'-9' TO GLASS 150 7'-2• 5'-7' 7'-4' 7'-0' 150 7•-2' 5'-7- 155 7'-0• 5'-5' 7'-2• 6'-9' 155 7'-0' 5•-5" 1 THRU 3 1" 160 6'-11" 5•-2' 7•-1' 6'-7" 160 6'-11' 5'-2- 165 6'-10" 5'-1' 7•-0' 6'-4" 165 6'-10' 5'-1' 170 fi'-9' 4'-11' 6'-11" 6'-2" 170 6'-9" 4'-11' 175 6'-7" 4'-9' 6•-9" 6'-0•. 175 6'-7• 4'-9' 1806'4" 6'-8' S'_,D- 180 6'-6' 4'-8" O H V B LA D E 185 6'-5' 4'-6' 8'-7' 5'-8' 185 6'-5' 4'-6" 190 6'-4' 4'-5' 6'-6' S'-6' 190 6'-4" 195 fi'-3' 4'-3" 8•-5" 5'-5' 195 6'-3• V-3- 200 6'-2' 4'-2" 6'-4' S'-3' 200 6'-2" 4'-2" zos 6'-1' 4'-1• 6'-3' W-1' 205 8-1' 4'-1• FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. "„111111TIFf BERTHA HVTM _•''' -=; Accordion Shutter System/r1L1EC0 ,..-'\ A.S.S.A. Hv BADE#1 w/OR w/o H.v wlNotnv BLADE IILLIT TESTING & ENGINEERING COMPANY ®rlCan butter Systems Ev.N DESCRIPTION DATE DRAWN ar:FhaY.L.c. ` *'Y A330Clation. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 '!C - ISMN.W.761h.SL,St.30.9,YIRCWN CM0EN8.FiDRm4 331 - STAI _ Ph— (305)871-1530.Fc::(305)871-1531 4268 Westroads Drive 2 DRAWING No �4 o-m R;81L"co®aol.com West Palm Beach, FL 33407 3 O FCORIaP �� .-M.9; -0008719 15-085 �C G\`��� WALTER A.TILLR Jr.RE 4 FLORIDA U�#44167 5 SHEET E/DATE 6 11 OF 20 M. 14,11114010INTIM -1 w4vlxlm lAlieR , :111 :1aeff:.'!I Imixtill:: Noil ten • JIB 11' .: �� :al •: •, :al •,m Dim®mi��m��Omm�m���mmm��mmOmmm���MOMMOMEM F300MMMmm ®mn0000�mmn000nmmm©....mmm.... mmmooiov®...... mmmnonnommmom000mmmnoaooa•mmommvommmovoonoon00000 • � mmm0000©mmm000DO mmmODO[iO mmm000�©mmm0000O OO�OOOOm mmmoor�nnmmmon000mmmonno[�mmmonnnommmoon000n0000no mmmon000mmm00000mmmoonmommmn�ovoommmQnom000iomoomm mmmaiAonommmona000mmmvoovommmoonmmmmm00000n0000mno mmmnoo®ommmoonnommm000mommmoonoommmno�a000noonnm© mmmovoommmmnoovommm0000nmmmonneaommm0000v0000noom mmmonomommmoonommmmnvvoommmo®000mmmommoion000mmmo mmmvoo®ommmoono®mmm000mnmmmoovoommmoon0000000000 • mmmonmoommmoonmommmovmvva•mmoo©vommm00000000000©v mmm000ioommmn000®mmm000mnmmm000vommmon®0000000mmo mmmovv©ommmooumommmnonmommmmmvoommmmomv0000mmm®o mmmoomvommmannmommmovnoommmnmmvommmvoomm...mmoam mmmav©oommmoonoommmvoommmmmom000mmmnmmom....mmom mmmnn©oommmovumommmononmmmmvv000mmmnnm00000000mm mmmoomoommmnomvommm00000mmom0000mmomm000noommmoo ®mmoimmoommmoomvommmoovmommmnvovommm000v0000000mo ' mmmomovommmoomoommmonomommmm0000mmmom0000000momo mmmomoommmoonoommmonoovmmm00000mmmm0000000n0000 mmmomvvommmvo®oommmvonmommv00000mmommov0000m®moo mmmmmovommmnomvommmnv000mmmomomommmonvv000000mo© ,. , ,. mmmmoomommmn0000mmmoomoommm©omoemmmom00000nmmmoo : ., � , mmm00000mmmvomoeammmv0000mmmov000mmmmmov000mm�moo mmmmmovommmnmovommmovvvommmooaoommmvv000mom©©000 . mmmmmovommmo�movommmn0000mmm000vommmommv000nonmo© mmmmoovommmom000mmmom000m®®ovovom�mnv00000mo®moo mmmnmovommmnv000mmm00000mm©00000mmnm000000nmmmoo mmm©m000mmmov000mmm00000mm000voommm0000000mmm000 mmm©mvoommmov000mmmnoovdmm0000vomm¢•®©00000000mmo " mmmv0000mmmovvoommmvodvomm©00000mmomea000000m®moo mmom©ooammm00000mmmnn000mmvva000mmmoe00000m00000 mmv00000mmmvomoommm000raomooaoovomo©v0000n�nomm000 mmomoovommmvv000mmme•oovommv00000mmm0000000n000mo ' mmm00000mmmao0oommm00000mmoaovoommnam000000©0000 mmm0000emmm00000smmmoovoommoov000mmov0000000mm000 mmm0000mmmmoomoommm00000mv000voomo®0000000mm©000 mmm00000mmmvovoommmooe�ovmmm000�aommmoovoon0000000 mm©0000sammovoomommm000vomm000000mmmv000000mm©000 mm©v0000mmmvvaoommmovvoommvv000e�mmmoovvonoo©0000 0 , • • . O , • mm0000vomm000000mm000dvovm000000vmm000vommmm0000 _ mm0000vommoom000mmv00000mm0000vomm000voonooaomoo ' mm0000vommovoovomm000000�mavoovomoovoi000n000®000 �) � • : •� � mm000mommm000000mmovvvoomnvovvoommv000000nm®0000 mmm00000mmovv000mmov0000v00000v000000000000000mo • • • mmovoavomm000000mm000000mosaoovoommvv00000000m000 m00000vommoov000mmoov000mm000voommvv000vnm000000 mmvooQvomm0000momm000voommoovo®om00000000n©000�ao ®mQoomovom00000vomvv00000®m000iooa®oov0000mmm00000 m0000asomoov0000mv000000m0000000m0000000t�0000moo ' mov000Aomoov0000m0000000vvvvovoovvvoovv000m®0000 movv0000movv0000moov0000moovodoomv000ovonm©m0000 m0000000m0000000m00000vov00000vor�aoovvv000m®00000 mvoomov�amvv00000m00000vomov00000mov0000dnoomodoIS ' ' mmv000vom0000vQom0000000vovoovoovovoov000mom0000 m000voraomvovoo�aomovv0000m0000000m0000v0000mom000 �• ;, ; �� . 0 - 1 1 . MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A 004 MAX, SHUTTER SPAN- #SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCREFE OR CONCRETE DLOCI(INSfAI IATIONS (SFE MOUNTINGS E,O,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: F'Ol9tm BLACK POURED CONCRETE (A) TO(DUSTING POURED CONCRETE (Min.fc-3 kal) MAXIMUM QE WALL SILL MOUNTING ©CEILING MOUNTING HQ FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(AOR.fc=3 kal) SPAN ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.f c=3 kW) (R) km am NMM PIIFSSIII✓E RVIND W DE9LH WAK PTI MM RUM W AS.D.DISIN WAK RMIRE NAIM - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Mtn, rc=2 kai) 30 40160 751901120 780 205 30 40 60 75 80 120 160 205 30 40 BO 715 90 120 180 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 B e 8 8 5.5 14 12 1D 9 6 'a B 8 14 72 10 B 8 8 e e TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3•-0' 14 12 10 e e 8 e 8 14 12 10 9 B B 0 6 14 12 10 9 a 8 e 6 THREADFORM T. HNDLOGY (AgR,Pc-3 ksi) OR 14 12 10 9 8 8 8 6 14 12 10 B B e 8 6 14 12 10 9 B e B 5 ALL POINTS SOLID-SET 14 12 10 B e 8 6 7 14 12 10 B B B 8 8 14 12 f0 9 e 8 6 6 BLUE TAP CAP NOTES: 14 12 10 B 8 7 a 7 14 12 10, B 8 B 8 e 14 12 10 a B B 6 6 TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 B 6 8 B 14 12 f0 9 8 8 6 6 14 12 10 9 8 8 8 55 ANCHORS IS 1 3/4,AND FOR BLUE TAP YI/CAP ANCHORS IS 1 1/2. 4•-0• 14 12 10 8 8 a e 4 14 12 10 9 8 8 6 415 14 12 10 B 8 0 4 3.5 L4 12 10 B 8 8 6 4.5[14 12 10 B 8 B 8 .5.5.14 12 10 8 8 8 6 415 0.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'IMO THE POURED CONCRETE.NO•EMBEDMENT INTO STUCCO SIWl BE PERMITTED. 1/4'4-ZO SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 73 5.5 35 - 12 f0 B 8 0 B 6 14 12 10 9 B. 7 55 4 ♦SEE ux)(A7IUN5 OF USE FTM 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 B 6 12 10 9 8 8 8 55 14 12 10 B B 8 B L5 BADE 1�A ON SHEET IB 5-0' 14 tg 10 8 B 7 4 - 12 1,974 8 eb. B 155 14 12 10 B eS 5 J5 J A3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR 14 12 10 B B 715 4.5 - 12 B 8 6 415 1 12 10 9 8 5 415 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 75 0.514.5 - - 12 8 75 55 4 14 12 10 9 B 8 4.5 35 NOTES AT)&A2)ABOVE FOR INSTALLATIONS ON NINYL SIDING OR EFS WITH OR WITHOUT MErAL STUDS CONSULT THIS ENGINEER.FOR 6'-0' 14 12 10 B 8 8 B - 12 8 8 6 5 14 12 10 9 B 0.5 15 315 INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 1Z 10 B 75 55 3 - 12 7 55 4 3 14 12 8 BS 55 4 3 - 14 12 10 B 8 5 - - 12 8 BS 5 75 14 12 f0 83 8 5 4 - (B) TO EXISTING CONCRETE BLACK:(ASDM C-90) 14 12 B 8.5 SS3 - 12 8 63 43 3b 14 12 10 8 7 5 A5 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUI DE(. 7'-0' 14 12 10 9 8 8 - - 14 12 8 7 5 4 14 12 '10 B17.515.514 3 - 1/4'0 x•3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 12 10 8 65 4 - - 14 12 5 415 3.5 - 14 1OS 7 5.5 4.5 3.6 - - - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT•INC. 14 12 10 95 7 4 - - 14 12 7b 55 4 -[_L_.O 12 9 7 73 45 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 11 7 55 45 - - 14 12 10 9 75 55 4 - 12 9 7 . 45 J _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8'-0• 14 12 10 B 8 85 - - 14 12 10 9 B 6 4 - 12 10 a 65 6 JS - NOTES: 14 12 88 7 55 3 - - 14 12 8 65 b5 4 3 - B5 e 6 4 3 - - R7)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS t 1/C AND TAPCON 14 72 93 715 e - - 14 12 915 6 65 8 - - 12 8 B B3 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 8.5 6S 5 &5 - - 14 12 10 8 63 5 - 12 B 8.5 5 4 9,_0. 14 12 10 9 8 - - - 14 12 10 9 715 45 - - 12 8.5 7 53 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SEr ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 115 75 B 4 - - - 14 11 7 53 5' 35 - - a 2.6 415 J.S - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 B 85 4S - - - 14 12 ES 7 53 4 - - 10.5 7 515 6 45 - - EXIST,AND 1•MINIMUM FOR WALLS WITH NO STUCCO. 1115 eS 515 4 - - 14 12 9 7 6 4.5 - - it 7 63 43 3.5 - 10•_0. 14 12 10 8 7.5 - - - 14 12 10 B-16.5 S - - 8 5 4 - - B.3)IN GSE THAT PRECAST STONE,PRECAST CONCRETE PRIVETS, PAVERS OR ANY VENEER BE POUND ON THE EXISTING WALL OR FLOOR, 14 105 7 5 35 - - 13 9.516.5 5 4 3 - 10 75 5 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 1t 715 5.5 - - 14 11.51 B. 6 5 4 - - 25 915 6 5 4 4 - NOTES B.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. OS 8 S - 14 12 8 6.5 55 4 - 13 110 65 5 4 3 FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. ,.-,.:14 12 10 - - - - - 14 12 9 7 8 14.51- - 14 1015 7 515 45 3.5 - - 25 95 5 - 12 9 8 415 4 3 - 9 7 4b JS 3 '(C) ANCHORS SFU1LL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 14 10 7 - - - - - 14 105 7 5.5 45 - - - 115&S 55 4.5 75 - - - (D SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. BS 7 415 - - 14 113 75 6 3 - 12 9 8 43 4 12'-0' 14 12 10 - - - - - 14 12 B 8.5 .S - - - 13 10 65 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 113 65 4.5 - - - 11 8 55 4 3.5 - - - B 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 1315 915 8 - 13 95 6.5 5 4 - OS 8 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 815 - - 14 1015 7 SS 415 - - 11 85 35 4.513.51- REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13'-0' 14 12 - - - - - - 14 115 73 6 5 - - - 12 9 6 45 4 - - - FACTOR 05 8 - - - - - - 10 715 5 4 3 - - - 7.5 515 4 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER.+ 25&S - - - - - - 12 9 6 45 4 - - - 95 7 5 4 - - - - EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP MIN.SPACING 8 6 - - - - - - 13 915 Bb 5 - - - - O3 73 5 4 - - - - 1 V BLADE O DICTANCE 14•_0. 14 12 - - - - - - 14 10.57 55 - - - - 11 85 5.5 4.6 - - - - E.D. MIN.SPACING-3' MIN.SPACING-3' MIN.SPACING 3 1/2' MIN.SPACING 3' 3 3/4' 4' 10 75 - - - - - - 8 7 4.5 S.S - - - - 7 6 33 J - - - - 'I HV D POURED CONCRETE& TOM CONCRETE CONCRETE snot POURED CONCRETE& POURED CONCRETE&P0��1E CMIETE BOOR 115 a - - - - - - 11 8 55 45 - - - - 9 65 45 - - - - - V WINDOW CONCRETE E�D.B3OCK TJZ=31/Y AAL FD..21/7 CONCRETE 3 LOCK �Itr �M.BLOCK MEL E.0.=3 1/2'MN EB.•z 1/Y 7.5 - - - - - - - 12 8 8 - - - - - 9,5 7 45 - - - - - 3• 1.0 0.90 1.0 0.78 1.0 0.84 1.0 15'-0' 14 - - - - - - - 3.5 10 6.5 - - - - - 0.5 8 5 - - - - - BLADE WORKING 2 1/z• - O.Bt 1.0 - M67 t.a 9 - - - - - - - 815 6.5 4 - - - - - 6.6 5 3 - _ _ _ _ IN UNISON ,o - -_ 05 8 5 - - 8.5 6 4 - - - - - 2' - 0.71 - - 0.51 7 - - - - - - - 115 6.5 53 - - - - - 9 65 4b - - - - - 1 3/4' - 0.91 - - - 0.43 - 16•-O' 14 - - - - - - - 2.5 95 B - - - - - 10 715 s - - - - e - B 84 - e 14.5 J 1 1 2' 0.35 - - - - 0.35 - 1=19.5t 7 5 - - - - - B 6 4 = _ _ _ = FLORIDA BUILDING CODE on HI Velocity Hurricane Zone TI••••...�/�,JAS ®2015 EASTERN METAL SUPPLY,INC. p. C BERTHA HVTM A.S.S■A■ Accordion Shutter System H V. RADE#1 W/OR W/O EIV.WINDOW BLADE American Shull®r Systems E,,N pF5Cfl0 TION BATE DRAWN BY: N.L STATE OF ::�` TILLIT TESTING dL ENGINEERING COMPANY Association. Inc. t OLD 11-192 4/13/15 DATE 4/13/15 4755 N.W.36th.St.St.30.7.VIRGINIA GMOM,RDRIDA 3318 Ph :(305)871-1530.Fox:(305)871-1531 4268 WBStrOOds Drive 2 Ph— DRAWING No �% Q� .., OR ��\�: _Md:6ltaeo®aoi.wm West Palm Beach, FL 33407 3 SIONM-���`��� WALTER A EB-TILLUT7J,P.E. 4 15-085 P.E. SPAt-YO�IATURE/DATE FLORIDA Uc.B 44167 5 SHEET e 13 OF 20 MAXIMUM ANCHOR* SPACING (ID,) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, A,S.D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCREiE OR CONCRETE BLOCK INSTAIIATiONS (SEE MOON INGS I,J.K&L ON SHEET 7) POURED CONCRETE POURED.00 OONCREIE.BLOCK APICHORS SPACING LEGEND y I W�OYER&MOUNTING7AENCFI QJ RAINGUARD MOUNTING ©WALL/PLOOR MOUNTING ©WALL/WALK OVER MOUNTING 1 .I)MM KrL,M PZZIME R�T91GA.S.D.003ON 19.TAT6'E MMMMMM R,KIM .omcN NH'm PORE mm Om�N NEGONE mom ii-u TAPCON OR pt)SPAN TAPCON WITH ADVANCED 30 40 60 75 1 90 120 160 205 30 40 160 175 90 126 160 205 30 40 60 75 90 120 160 20.5 30 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY 14 12 10 9 0 B 6 8 2 12 12 12 12 15 15 6.5 7 7 7 7 7 7 S5 6 5 S 5 5 5 5 5 ALL POINTS SOLID-SET 3,-0" 14 12 10 9 8 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 9 R LESS 14 12 10 9 8 8 e B 12 12 12 12 0.6 B 8 45 7 7 7 7 7 7 7 65 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 B 8 B $ 12 12 12 12 12 f0 75 B 7 7 7 7 7 7 7 7 5 5 5 6 6 5 5 5 TAPPEfi+ 14 12 10 9 8 8 0 6 12 12 12 12 1.5 85 es S 7 7 7 7 7 7 &5 4 8 6 S 5 5 5 5 4 4'-0• 14 12 10 9 8 D 8 0 12 12 12t2 12 0.3 7 55 7 7 7 7 7 f--7 7 5 5 5 5 5 5 5 6 14 12 10 9 6 B 8 8 12 12 12 95 B 8 45 35 7 7 7 7 7 7 65 5 5 5 5 5 5 5 5 5 14 12'10 9 8 6 6 8 12 12 12 12 10 7.5 0.5 4 7 7 7 7 7 7 7 5,515 b 5 S 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 55 4 3 5 S $ 5 S 5 4 3 5'-0� 14 12 10 0 8 B 6 6 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 7 5 5 9 5 5 5 5 5 14 12 10 9 8 8 6 8 12 12 95 75 6 45 &5 - 7 7 7 7 7 7 5 3.53 5 5 5 5 5 5 4 14. ,2 10 9 8 8 6 6 12 12 12 9.5 8 6 45 - 7 7 7 7 7 7 55 4 $ b 5 5 5 5 5 4 'R SEE ANCHOR 14 12 10 9. B 8 8 6 12 12 1.8 9 75 8.5 4 3 7 7 7 7 7 4.6 3.5 - 5 5 8 5 5 4.5 3.5 - SPECIFICATIONS 6'-0' 14 12 f0 8 e e e e i2 12 12 10 a e 4.5 35 7 7 7 7 7 7 7 7 s 3 s 5 s s 5 s ON SHEET 13 14 12 10 9 8 8 6 6 12 12 B 6 S 4 J 7 7 7 7 7 5.5 4 5 5 5 5 5 5 4 3 14 12 10 9 8 8 8 0 12 12 f0 8 b5 6 .75 - 7 7 7 7 7 6 4.5 - 8 6 8 5 '5 5 451- .L 12 10 B a 8 8 0 12 12 10 8 6.5 8 3.5 - 7 7 7 &8 6.5 4 8 6 $ 6 5 4 3 �,_0. 14 12 10 9 B 6 6 8 12 12 12 &S 7 6 4. 3 7 7 7 7 7 7 7 8 8 S 8 5 5 b S 3 14 12 ,D 9 8 8 B $ 12 10 65. 5 4.6 3 7 7 7 7 BS 5. J S 5 9 5 5 5 3S 3 14 12 10 9 6 a e s tz 12 as 7 s5 4 - - 7 7 7 7 7' s - - s s s s s 5 a - Q VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 8 6 - 12 12 &8 7 5.5 4 3 - 7 7 7 55 4.5 -3 $ 5 s s 45 3.5 - PSF A.S.D DESIGN PRESSURE 6'-0" 14 12 10 9 8 0 B 12 1z 0.S 75 8 45 35 - 7 7 7 7 7 7 7 4 8 5 s' S 5 6 5 s RATING & FOR SPANS PER 14 12 10 9 B 8 B - 12 9 8 ss 4 3 - - 7 7 7 7 65 4 - - s s s. s s 4 3 SCHEDULE #3, SHEET 11 14 1210 8 B 8 0 - 12 It 75 e 5 .75 - 7 7 7 7.5 6 45 - 5" 5 5 5 5 4.5 14 12 10 0 8 8 - 12 1.5 75 6 5 35 - 7 7 65 5 4 8 5 5 S 4 3 9,_0. 14 12 10 9 8 8 - - 12 12 BS 6S 55 4 3 - 7 7 7 7 7 7 B 3 5 '5 5 5 5 5 5 8 14 12 10 9 8 B - 0.5 8 3 4 35 - 7 7 7 1 8 5 JS - 9 6 5 3 3 4 3 14 12 10 9 8 8 - 12 10 65 5 4.5 - 7 7 7 16.5 5.515 5 5 5 5 4 14 12 10 9 8 8 - 12 IM5 7 55 45 3.8 - 7 7 55 4S 35 - 3 5 6 45 35 10'-0.14 12 10 9 B 8 - - 12 i1 8.5 B 5 35 - - 7 7 7 7 7 7 4.5 - S 5 8 S 5 5 5 45 14 12 10 9 B 6 - 9.5 7 45 1513 7 7 7 1E.5 45 - 5 1 5 5 5 45 35 - 14 112 10 0 8 8 - 12 9 5 6 4 7 7 7 6 6 S 1 5 5 4S b 14 12 10 9 8 8 - 12 05 6 5 4 3 7 7 5 4 3 5 15 5 4 13.5 - 11�-0"14 12 1D 9 B 8 - - 12 10 7 S.S 45 3.5 - - 7 7 7 7 7 7 J.3 - $ 5 5 5 3 5 '5 4 14 12 10 9 8 0 - - 8565 4 JS J _ _ _ 7 7 e . 4 - - - 5 5 5 5 4 3 - - C1� HV BLADE ONLY 14 12 10 9 8 8 - - 11 -IF-35 4 - - - - 7 7 7 55 45 - - - 8 5 5 5 45 - - - 14 12 10 1.5 8.5 5.5 4.5 35 - 7 7 4S 15 - 5 5 45 J5 J 12'-0.14 12 10 9 8 - - - 12 95 6.5 6 4 3 - - 7 7 7 7 7 B 3 - 5 5 5 5 5 5 4S 35 14 12 10 9 e 8 8 4 3 7 7 55 45 14 12 10 8 8 - 10 75 S 4 7 7 6 5 5 5 $ S 4 1.4 12 f0 9 8 - OS 8 1 5 4 35 - 7 6.5 45 35 l S 5 45 35 3 13'-0"14 12 10 9 a - - - is&5 6 4.3134 3 - - 7 7 7 7 7 4S - - 5 5 5 5 5 5 4.5 35 14 12 10 0 8 7 55 35 3 7 7 5 4 3 5 5 5 4 3 ,4 I 12 10 9 5 07 45 .7S - 7 7 5S 45 - 5 5 5 4.5 4 14 12 10 9 - 10 75 $ 4 S 7 0 4 3 8 8 4 J 14'-0"14 12 10 0 - - - - OS 8 5,5 4 35 - - - 7 7 7 7 7 4 - - 5 5 5 S b 5 4 3 14 12 10 9 5 3 7 7 5 3.$ - S 5 5 4 14 12 1D ii 8.5.8S 4 7 7 8 4 S $ 4 _ _ _ _ _ _ _ _ _ _ _ _ _ I_ _ _ 14 12 110 - 9 7 45 3.3 3 7 5.5 3.5 - 5 5 35 3 15'-0' 14 12 /0 - - - - - 10 7,5 b 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 14 12 10 - 6 4.5 3 7 7 4.5 3 5 _ 14 12 110 1- B 6 4 7 7 5 5 5 5 4 14 12 10 - _ - - - 85 BS 4 3S - - - - 7 35 35 - - - - - 5 5 3.5 - - - _ - 14 12 10 - - - - - 95 7 45 3S 3 - - - 7 7 7 7 B 3 - - 5 $ 3 5 5 45 35 - 14 12 10 - a14.513 7 &S 4 5 6 4 15 - 14 i2 10 - - - - - 75 55 75 - - - - - 7 7 45 - - - - - 8 8 4.5 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone %'Av-R A. Tj��iT,��' ®2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM L ECO i W C. Iii■s■S■A■ Accordion Shutter System H,V.BLADE#1 W/OR W/O KV.WNDDN BADE ll�l 7 American Shutter Systems qf.V.N, DrscwPnaN Dsr6 D RAWN BY: STATE OF TICCIT TESTING $ ENGINEERING COMPANY Association, Inc. t OLD 11-192 4/1,3/15 �'. 8359 N.W.38th.SL,5n.303,wt61NIA GARDENS,FwwDA 3316 4268 Westroads Drive z Phone (305)871-1530.F. (305)871-1531 OgiDp . �r 6-mall:08ec.000I.com West Palm Beach, FL 33407 3 NAL E \ ��` WALTER A.7ILIff Jr.P.E 4 P.E. SEAt/�51ONA1N1N�/DATE �10A ua.s aa,67 6 6 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.fa AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A NEN MAX. SHUTTER SPAN, NEGATNE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16&17). U B !EE3TF=R ATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE*PINE FIR NORTH. SPRUCE PINE FIR SOUTH SOUTHERNPINE No. SPRUCE PINE SPRUCE I 1/2" MIN. COX oou6tA4NFTR W�, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN.G=0.50 W/ MIN. G=0.43 W MIN. G=0.36 SPAN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N. O & R FLOOR MOUNTINGS WALL MOUNTINGS 13.0.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & Q S&V S &V S&V kSJ1IES(XWAXM=F)MM 8901 bBJ M MW WOG(An .OM IBAM RMFE RONG(A RSDI n=fIII=W 4(pd) LLwl NCGAE RESSE IATIC fps I1;WI N1]mVE Ild'm1E RP.1G,(P>fl 1C10110ANE Rm9rE WJTIC(pdJ IF90R X60M14 PRml;E M816 Bml NCfRk R4n9E PARS( aSDI IBWM H®IE PA1C fjA) 30 40 60 75 90 05 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 OS JO 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS '-0'OR 12 10 10 9 8 8 6 6 6 6 6 6 12 10 1019 8 8 6 fi 6 6 8 6 12 10 11019 8 18 6 8 1 6 16 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0' 12 10 10 9 8 B 6 6 6 6 6 6 12 10 10 9 8 8 6 8 6 6 6 6 12 10 10 9 8 8 6 8 6 6 6 B 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'•a. 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 1Z 10 10 9 5 7 6 6 616 6 5 8 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 112112 112 10.5 6'-0' 12 10 10 9 B 6.5 6 6 6 8 5.5 4.5 12 10 10 9 e 5 6 6 8 5.5 5 4.5 12-.-10 10 9 6 3.5 6 8 6 6 5. 4.5 6 5 4 43.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0' 12 10 10 9 6.5 4 6 6 6 5.5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 O.t 12 12 112 P 0.5 8.5 7.5 8'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 4.5 3.5 3 12 10 10 4 - 8 8 5 .5 3.5 3 8 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6S 9'-0' 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 Rm 12 12 12 1. 0.5 8.5 12 12 110 8 6.5 5.5 10'-0' 12 110 7.5.4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 3.5 3 - 112 10 3 - - - 8 6 4 3.5 3 - 6 5 - - - 12 12 12 12 1.5 9.5 12 12 12 0. 6.5 7.5 12 12 9 7 6 5 12 10 5.5 - - 6 6 4.5- - - 12 10 4.5- - 6 5.5 3.5- - 12 10 - - 6 5.5 4 - - - 6 5 - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12 10 4.51- - 6 6 4 - - 12 10 3.5- - - 6 5 3.5- - - 12 10 - - - 6 5 3.5- - 6 5 - - - - $22 12 1. 9.5 8 12 12 11 8.5 7 8 12 1.5 7.5 6 5 4 12. 10 -1- - - 6 6 - - - 12 10 - - - - 6 4,5 - - - - 12 7.5 - - - 6 4.5 - - - - 6 4.5 - - - 12 0. 8.5 7.5 12 12 10 8 6.5 5S 12 0.5 7 SS 4.5 4 14'-0' 12 10 - - - 6 5.5 - - - - 12 7 - .5 4.5 - - - 12 7 - 5.514.5, - - 6 3 - -15'-0- 12 - - - 6 - - 12 - - - 5 - - - 12 - - - - 5 - - - - 6 -16'-O' 12 - - - - - 6 - - - - - 12 - - - - 5 - - - - 1.5- - - - - 5 - - - - - 6 I (� HV BLADE OR HV BLADE Wf. �A HV WINDOW BLADE WORKING IN UNISON* •SEE UM AWON9 OF USE TDR S ADE ON 9HFET 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,nAOR OR SOLID WOOD SOFRr SHALL BE AS FOLLOWS: 3.SUBSTRATE$HALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/C 6.55(NAS) -1/4Y TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMSEDMarr AS INOIGTED AT -DOUGLAS FIR W/G-0.50(N.D.S.) EACH SECTION ON SHEETS 18&17. -SPRUCE PINE FIR NORTH W/0-0.43(N.D.S.) FXCEPTON:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.D.S.) 2.ANCHORS TO HOLLOW CBUNG SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SWIM.CONSIST OF -MIN. 1/2'COX PLYWOOD(1988 APA) LAG SCREWS AS PER NOS 2012 SPECOCARONS. 4.ANCHORS SLNLL BE INVAUED FOLLOWING All OF THE RECOMM OAMONS AND SPECIFlGTIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM 4,,,LLLILLLH,,,, Accordion Shutter System ASSA „ � � � .` H.V.BLADE#1 W/OR W/O FW.WINDOW BLADE American Shutter Systems 3EV.N DESCRIPTION DATE I DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY Aln x4167 = 63W N.W.36th.SL.Ste.30,9.VIRGINIA GARDENS,FIARIM 3316 Association. Inc. , OLD 11-192 4/1J/15 DATE 4/13/15 Tcm ;"k C Phone:(305)871-1530.Fm:(305)871-1531 4268 WeStrOOd3 Drive 2 DRAWING No e-mail:tilt-0.0- West Palm Beach, FL 33407 s * STrA,TE,OF '� ®-DDD67,9 15-085 WALTER A TILUT Jr.P.E 4 �✓�E FLORIDA Ua.#44167 8 S 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & (% HV:♦ BLADES AS APPLICABLE MAX. SHUTTER SPA L+ OR — FbR INSTALLATIONS INTO WOOD WITH RV BLADE 9ONLY SHALL WALL FINISH BE LIMITED TO 105.0 Rsf, A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & /4P'C0OTAPCON OR A WORKING- IN UNISON N WITH ADVANCED THREADFORM TECHNOLOGY ,,. 1/4'0 TAPCON OR i W/1 1)2"Min.PENERtAl10N TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THR( ED AREA TO :> W/1 1/2'Min. PENETRATION OF THREADED AREA TO EXISTING I MU1 yTpT,pp t I t I ) OR nO EXISTING WOOD HEADER. �` WOOD HEADER.(SEE SCHIDULE ON SHEET'15) I 7p GLASS(SEE I l9' (SEE SCHEDULE ON SHEET 15) y, 1/4'D-20x3/4"SS.MACHINE �-SCFITDIAE ON SHEET SCREWS W/1/4'-20 NUTS 11 FOR BUDS mAND OR�o �t.O I ON SHEET 19 FOR ® 12"O.C. E7(iSLING I BLADES 0&Q� I I \ 'i GLASS—IWALL n ) OR1 r 1 FINISH a :`• _-0PTIONAL •.;xy I WALL �,1f IDOSTING MIN. I FINISH �J� iv ) OR 2'x4'WOOD 1 OR * IXISRNI MIN. I(J \ HEADER REQUIRED I ® I 2"x4'WOOD Nmj - IXISDNG I I HEADER REQUIRED THREADFORM TAPCON OR TAPCON W/ ADVANCED MV1 SEPARATION l l 1 ' I I 1 _ MI, PEN ORM TECHNOLOGY ED 1 1/2' Min. PENETRATION OF THREADED AREA TO GLASS—I TO GLASS(SEE I -•: L—S°an.E N St4LT EXISTING MIN.SEPARATION TO GLASS I ((SSEEE SCHEDULE ON SHEET 15) I 11N�T�E A GLASS—I (SEE SCHEDULE ON SHEET 11) !t. FOR2"x4'COM.SILL BODES O k a n PLATE REQ'D. ®HV WALL HEADgR INSTALLATION I OOHV WALL 5ILL INSTALIIION I ®HV WALL HEADER INSTALLATION LMIN.SEPARATI EXISTING 0 MIN.SEPARATION TO GLASS ] (SEE SCHEDULE ONTSHEET 11) I i GLASS--j II 1 D(IG NG (SEE SCHEDULE ON SHEET 11) I 1 IX �Iu M 2'x4'COMNF-I MIN.SEPARATION TO GLASS t LASS-� WOOD PLATEI(SEE SCHEDULE ON SHEET 11) I 9 W O'D. �i r I 1/4'0-20x3/4"S.S. I `i t.�. 1/4'0-20x3/4'S.S. MACHINE SCREWS 1 `i•:"-��;;'r'.';MACHINE SCREWS W/ I I \ I USING 1/4"-20 NUTS WALLI \ 1/4'-20 NUTS 0 12' I 0 ® 12'O.C. FINISH I I I An,O.C. I :�;•%th .. OR 18r ;.�t 1 aR1® 1 OR1 1 OR •7' 2•x4"CONT. WOOD PLATE 1'Min. REQ'0. E• 1'Min. I 7 M1 1/4"fl TAPCON OR TAPCON WITH ADVANCED OR THREAOFORM TECHNOLOGY W/1 1/2' 2'x4'CONT. Min. PENETRATION OF THREADED AREA TO 1/4'0 TAPCON OR TAPCON WITH ADVANCED SILL PLATE EXISTING WOOD HEAVER. THREADFORM TECHNOLOGY W/1/2" TAPCON OR f14TE: REQ'O. (SEE SCHEDULE ON SHEET 15) Min.PENETRATION OF THREADED MFA INTO PLYWOOD TAPCON Wlifi ADVANCED 1-SEE SHEET 4 FOR TYPICAL (SEE SCHEDULE ON SHEET 15) EXISTING M1N.2'z4' 1/2 MIN.CDD • THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. WALL FINISH ' SPUDS® IN'O.C.MAX. PLYWOOD REQ'O. W/ 1/2'Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2'MIN.CX PLYWOOD REQ'D. WALL FINIS THREADED MEA INTO PLYWOOD COMBINED IN ANY WAY TO REO'O.PLYWOOD TO BE (SEE SCHEDULE N SHEET 15) SUIT ANY INSTALLATION. bR HV WALL SILL INSTALLATION V.ISTING MIN.2'x4•STUDS 0 16'O.C.MAX.REQ'O. ATTACHED TO SPUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE UMDAMONS OFE OF AD ©HV WALL SILL I STALE ATION F.B.C. BLE IIbON SHEET 1�9 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY, INC. ,``,11(IEuluuluuT��,/' BERTHA HVTM A■S■S■A■ Accordion Shutter System ,/ { 1 L E C O INC. FEV. RADE 1 W/oR W/0 RV WINDOW RADE P'!°i�y9„' TILLIT TESTING dL ENGINEERING COMPANY American Shutter Systems EV•R 'OESCRIWION oA1( DRAWN eR M.L. 53”N.W.36th.St.Ste.JD5,NRGMIA GMOENS•FIDROA JJ76 Association. Inc. 1 OLD 11-192 4/13/15 DAtE: a/t3 is Phono:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No STATEa-mall:tilt—Gaol.com West Palm Beach, FL 33407 3 15-085 WALTER A.'nwT1Jr.P.E 4 FLORIDA Ue.S 44167 6 SHEET P.E'��i 11�� �YbATE 6 . 16 OF 20 1 . INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR n HV & ((1A HV* BLADES (S APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BENDEQ ONLY SHL LIMITED 105.0 f. A.S.D. ES PRESSURE RATING SE SHE 9 OR MAX WALL FlNISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & 1A WORKING IN UNISON 11 4'0 TAPCON OR 4518'(Win. EXISTING EO Q 2 MIN. "E.-NG ITH ADVANCED WOOD BEAM REQUIRED. EDGE(IF APPLICABLE) M TECHNOLOGY Min.PENETRATION 1/4'0-20x3/4'S.S. STRUCTURAL ADEQUACY D AREA TO OF EXISTING WOOD BEAM OF THREADED EXISTING00 HEADER. 1' PHIWPS TRUSS HEAD TO BF CERDFlm HY EXISTING WOOD a, ULE ON SHEET 15 Min. MACHINE SCREWS REGISTERED ENGINEER OR �F. ) W/1/4'-20 NUTS ARCHITECT PRIOR TO NRAFTET2 O 24' O 12'O.C. SHURER INSTALLATION. 1/2' 1/2' O.C.REQUIRED 1 OR 1 1/4'0 TAPCON OR EX SING SOFFIT TAPCON WITH ADVANCED 3/4'Max.THK. ,257' THREAOFORM TECHNOLOGY ••x \ Maz. W/1 1/Y Min.PENETRATION EO Q Q14x3/4" E Vx4NI/B'CONI:ALUM.TUBE N 2E I I OF THREADED AREA TO S.1.4 (6063-T6 ALLOY)W/ >: I EXISTING WOOD HEADER '* I �O"� (SEE SCHEDULE ON SHEET 15) O 6'O.C. I 1 or Q or Q EACH 6'0 LAG SCREWS TO Or Q Or Q I EACH RAFTER CR TRUSS. LOCATE UG SCREWS AT Li UI NIDWIDTFI OF EXISTING WOOD I IN MIN 2'x4" 1 I OPEN HOLE AT EACH WEMBER. (22'Min. NOMINAL EXISTNO—I HEADER REO'D GLASS )I MIN.SEPARATION TO GLASS EXISTING I SND TO ACCEPT PENETRATION OF THREADED 1 (SEE SCHEDULE ON SHEET 11) I $/16'0 LA0 SCREW AREA.VALID FOR GLA55--I I I AT CENTER OF TUBE. INSTALLATIONS WITH 72psT MAX.A.S.D. DESIGN LOAD AND SO HV WALL HEADER INSTALLATION I MJ. I ^ EwsnNG I ""`gPAFN10N INSTALLATION Max. SPAN.THIS 96�FT I N GLA55 TO aas(sTE INSTNIATION IS ONLY V/WO "1 11 IT1R MADE mAED ♦ I Sa®LUE ON�T FOR WOOD W/MIN.SPECIFIC I ON SHEET 19 RFL Q OR ® 71 +BLADE mavo GRAVITY OF 0.50 AS DOUGLAS INDIES I BIAOFS mk® I H ®SIM�a ♦ FIR OR SOUTHERN PINE No.2. 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY OR® OR EQUAL 2-MOULTING SECTIONS CAN BE COMBINED T V CEILING INSTALLATION IN ANY WAY TO SUR ANY INSTALLATION. U V CEILiNG INSTAELATION MaLsaARmwN _1OOR ®♦ L1 MIN.SEPARATION TO GLASS 'I 1I�EE"OONDE®AMI I SEPARATION I I 7 (SEE SCHEDULE ON SHEET 11) SHEET EXISTING I oN stv 19 TTx JI TO GLASS -t 1 1 GLASS BSA (SEE SCHEDULE I I EXISTING.NG 1 Q I ON SHEET 11) 1 IAL R I I 8 I I TF LOCATION E)OSTING WALL 3/e•KM CLAS 1 FlNISH I I 1/¢' ©� I e10x3/4"HIX I 1 I Z':6'MIN.WOOD Mux 7 3/e"EBIT WISHER HEAD TER I DECK REQUIRED 1.1•'x: 2'x6•MIN.WOOD SCREWS 0 12'o.c (NO FINISH ��'i::^ic:•1. 1 OR ALLOWED) `•' DECK REQUIRED (NO ti` 19 FlEDGE ) 2' 1" OF E EDGE,OF DECK IF APPLICABLE DECK IF IF APPLICABLE \ 1. 1/4'0-20x3/4'S.S. APPLICABLE 1/4'0 TAPCON OR PHIWPS TRUSS HEAD 2 Y Min. 2'x4'CONT. APCON WITH ADVANCED MACHINE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCED SIU.PLATE _ THREADFORM TECHNOLOGY W/1/4'-20 NUTS 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM THREADFORM TECHNOLOGY W/1 1/2'Min. 2'MIN. W/1 1/2'Min.PENETRATION 0 12'O.C. 2'MIN. PENETRATION OF THREADED WREI-D. OF THREADED AREA TO TECHNOLOGY W/1 1/2•Min.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER.(SEE EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦SEE LIM ARONS OF USE FOR 0 HV WALK—OVER INSTALL TA ION OV HV WALL SILL INSTALLATION BLADE .N SHEET 19 ®HV FLOOR INSTALLATION FLORIDA BUILDING CODE Non High Velocity Hurricane Zone A. T�� AArA7 ©2015 EASTERN METAL SUPPLY,INC. � �,,�Q� .........•�� BERTHA HVTM • I0ASS A Accordion Shutter Sy stemLEHMADE�1 w. OR w o HvNDvvI American Shutter Systems `�'•• iJ . Y EV. DESCRIPTION GATE OWnMJ- InILLIT BY:••��•• 6 TE5TING do ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATP. fiJYI N.W.Jet(. 5)51e.JDs,VIRGINIA CMOENS,1LORCA-153 3316 4268 Westroads Drive zPhone:(30.5)8711530.Fax:(305)871-1531 DR9West Palm Beach, FL 33407 sWALTER A.TILERJr.P.E. 4FLORIDA Uc.�44167 5 SP.E. SEAL�StitVAYURE/DATE a END INSTALLATIONS n HV BLADE ORlI A WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 21X1'S1R7.W000 SKIDS RMW'D. 244•MIN.w000 2'X4'MN. STUDS Rf0'0. WOOD SKIDS. 1/440 TAPCON 2k4"1@L (AS AFFUCA6LE) \ / ANCHOR o e•oz. \ / AF'Rl� TNN 9TIo 1-- r FDASN 15%2I�PE�NklwF.1R ( , RRGH TO1/1COXFxsnNG CUSS 1' YEVOD�T NO P. x aOSRNO CIASS 000TNO GLASS '1 / IXISRNO GLASS — -7 4Li Vy NH.cox /w 5DWwIaI wL StPAR(SCE R FutLt/r NN.Gnx ro G1Ass(aE O7MASS(SM PLYVa00. *„ ^• h SC EDUE ON SHBIT • ro 4A5^+(� .WxroMAS(4ESOE=ON sw 1tW MAMODANa 4 9]EDMEWS+FET 1'LTNoa0. 71-0.1 M/3E711 KR9 ®AND ,/161)' CNSRU1+9 9 11 FOR 9/(E mA1O(640.7-7 ... F1M571 t/2•�+cox t/r 1a srff w��AtuM.aosERQyWAL �� � N.OIe�W �4 G SNS. ,10+i/2. . 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FINISH �•ij�v®.�.©.®- PLAN QUAIL END CONNECTION DETAIL© END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Hon High Velocity Hurricane Zane '_ ©2015 EASTERN METAL SUPPLY,INC. R A. Tl BERTHA HVTM ti ��'' GEN ������°- A■S■S■A■ Accordion Shutter System a 1 L ECO N t. FW.BLADE#1 W/OR W/0 KV. WMNWN MADE TILLIT TESTING & ENGINEERING COMPANY American Shulfer Systems Ev,N DESCRIPTION DATE DRAWN BY: N.L *E Assoctatton. Inc. ( OLD 11-192 4/13/15 DATE- 4/13/15 z TATE OF &US N.W.36th.SL.SFE.JOS,VIRGINIA C.AROFNS.FIOROA 3315 4268 Westroads+Drive x O'.• �. .:�r Phana:(305)871-1530.Fax:(305)871-1531 DRAWING No '� �ORIOP .`4C. a- .11;hlteca0oaf.com West Palm Beach, FL 33407 3 ��•, s••'•''••• �`�.��'` WALTER ALUf18r.P.E. 4 15-085 P'E.�S3GAM1((»til ��RE/DATE FLORIDA U.g 44167 6 SHEET OF 20 (M� ( (])NV L TI ACC0RnI0N cHUITER WORKING IN A G ®«® Y 0 p� S! 1.MAK A.S.O.DESIGN PRESSURE RATING:+110.- 110 Pa.Y. 2.MAX SHURER SPAN:96" 3.ALLOWED MOUNTINGS:A D,C&H ON SHEM 6.7:AS WELL,AS MOUNTNGS M.O.T,U&W ON SHEETS 16&17. Q-q7} (•}��OMNIkYf��JC�E�NOAMAIES 2 (80TH W/ OR 2 ARE ALLOWED WITH Om®w r �0 5 OtYWT•(35J MUST BE�ON Y ATOR Op DOER=fO ESS LA IN SIDE OF OF OPPOSING 16 w CNMFAMA IYP.FA FIND • • • • • • • • S.(A)HV WINDOW BLADE SHALL ONLY ALLOW A MAIOMUM O 5 OPENINGS (3-0 HOLES)FOR©PER L AT SPACINGS SHOWN ON SHEET 4. MAX.5 WINDOWS • • • • • • • • • • • (B)MIN.CLE1IWif FRO TOP OR BOTTOM EDGE OF HV WINDOW BLADE 0 ALLOWED AT HV w OF ANY 3'C HOLE FOR SHALL BE 12'. WINDOW BLADE ® (C)fTRSf,OR l/�f BLADE COMING OlR FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE LULL �+ • • • •• • • • • (D)HV WINDOW BLADE to MUST OE USED ALTERNATE TO A SOLID HV BLADE 1Q THROUGHOUT SHUTTER'S WDM. . . • • • � (E)C TES SRTALL ALWAYS BE INSTALLED ADLACENr TO A SOLID HV M, d I 0 / • / I BLADE 1 AT ETROR SIDE OF THLTL SEE ENO 1 (F)POLYCARBONATE Hv WINDOW®SHALL BE INSTALLED SO Ing TABS FACE CONNECTION • • $ • , THE INTERIOR OF,THE OPENING BEING PROTECTED.HV WINDOW&MUST BE DETAILS ON SHEETS LM ONLY NLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASS& 10&1B TYP. g FULL IS g$Ag 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 1B T! BUIED(NGS ON SHEET 15,AS LWRED BY SPAN AND DESIGN LOAD(SEE NOTES z P P S9� 1 &2 ABOVE). H �^ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY IL .11 11 SPAN AND DESIGN LOAD(SEE NOTES i &2 ABOVE). ( B.MINIMUM SEPARATION TO CUSS SCHE DULF,PER ASTM E-1996: 1YP TOP&BOTTOM REQUIREMENTS) W °R®m� 2 D H +v) WIND ZONE MINIMUM SEPARATION TO CLASS NLIMITEO WI 1 1HRU 3 1- ELEVATION ION.SEPARATION TO GLASS a e z5- EOSTING GLASS SCHEDULE ON SHEET 11 FOR aV -------- AND ON THIS SHEET FOR SADE5Q& TYP. 1 1 \ 4 AND W/9fG3RfpJ'"G(SEE NOTE 4 AME) Q TYP. SWY/M2 OICAI�CINTERMATES w/o ((SEE��NDTE a AecvE) PLAN TYPICAL MAY BLADE WORKING IN UNISON WITH HV WINDOW BLADE �g SHUTTER* ���--- N.T.S. FLORIDA BUILDING CODE Non High Velocity HurricorTe Zone ``Yp111111111ErNEAAYYA ®2015 EASTERN ACETAL SUPPLY• INC. ��ER A, rr��/r.,,,- BERTHA HVTN .NXP' �F. -- A.S.S.A. Accordion Shutter System KV.MADE#t W OR W/o RV WNDDW MADE TIWT TESTING & ENGINEERING COMPANY Am®AcOn Shutter Systems Ly, pEsunrLTDN DATE DRAWN Br NL TATE 4185 N.W.36th.SL.S1o.305,MRCINM GNwms,HDROVI 331 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 S Of 4268 Westrdads Drive x Phe :(305)671-1530.Fm:(305)871-1531 DRAWING No ORIO a-EDM:Ult860oI.CCm West Palm Beach, FL 33407 3 �-�� •. .......... •'�`�: A. EB-0008710 15-085 -•,,•ISS+/ `Cj� �• WALTER A.TILUf Jr.P.E. 4 P.E. 36AQ ` TIE/DATE FLORIDA LIC.(1 44167 5 SHEET e 9 OF 20 0.035'THICK INSTALLATIONS W/ HV BLADE & HV CENTERMATES (�)l -12.000"Max. /...,.X."'WA-653 Tn, "'V'�*kz • Min.G_Go GALV.ME 40 • .0.083 Ut R METAL STUDS AT 16-O.P. INTO METAL STUD WALLS 0 6 D.C. 41 1/2' 114"o NOMINAL W GENERAL LIMITA110145 AND CONDMONS OF USE ALUMINUM SLEEVE *6'i FOR BERTHA ffl HV 13LADE AC a 12 CORMON SHUT I IR 6063-T5 ALLOY 0.035*THICK Min. MHEN INSTALLATION TO METAL STUD WALLS t CON17 G&V STEEL.TRACK 0 NEL. a V O.C.r� • ASTM A-65 GRADE 40 16n.HAN.60 SEPARATION M GLASS SCHEDULE 3.000 3 0 S CALVANIZED FASTEN.To STUD Mak. AWIUI/r TEK STS ON DUSTING FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, 75 (PSf) OR EXTERIOR FACE I AS APPLICABLE 1 PAN:MAX. SHUTTER S 84" w 2. WIND ZONE MXUM fJ LENGTH+ I* AMM E-1996 SEPARATION EXISTING CLASS MIN.SEPARATION 3. ALLOWED MOUNTING:@ ON THIS SHEET. TO GLASS TO GLASS A R (SEE SCHEDULE) 4. ON I THRU 3 1• 1/4"O-20W BOLT ') EN ATE 21 W/ 24 W LOCK ARE ALLOWED MUST PENETRATE @)I" =GED A METRICAL LAYOUT. ONLY WITH 21 USE 01(2) (V LONG, MINIMUM) MUST ALWAYS BE 4 4" U '&!V.l a4 �XISITNIG FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF I Oi%THICK Mi.. .250" 050" /STCor. As CABLE CENTERMATE. CHANNEI. M A-653 GRADE 40 ft.G-80 FASTENED TO STUDS� W1(2)J6.1/2"7EK SCREWS CN 43c 43a �— INTERIOR EXTMOR FACE a 61 D.C. N 1/4.0-20 THREADS I C,\. BLADE SLACK DETAIL HVF IS ALSO VAUD FOR� 1 0 ELCO CONSTRUCTION 1/2' 12 CENTE'iMATE@APPLICATION WITH BLADE 10 PRODUCTS FAB—LLOK HD 3b [w 0 6" O.C. ASTM A-MOWGRATONEICK40 Q COMPONENTS Mfit.G-60 GALV.srEEZ METAL STUDS AT 16 O.C. in. SCALE: 3/8"- V " -.- WALL HEADERAILL INSTALLATION NO FINISH AS APPLICABLE A .......... C-111 (Typ.TOP&BOTTOM) ------ —— I 3/4'x 6 1/4k 0.035'THICK Min. EXISTING GLASS TRACK CHANNEL ASTM A-853 1%n ME 40 MI..0-'0 r SCREWS ON GALVANUED FASTENED TO STUDS S 0 INTERIOR&EXITEFROR FACE I I• W/(2)160/2' I' CENTERMATES W1.14 �,'CENTERMATES Y TO G 2- .�SEE SCH:,.U QX •-INTERIOR ACCESS SIDE U4 S SIDE': EX IO ACCES a,(TYP-) (6"Min.) 2 a J 12 2 AT q0 ----------- + 21 t 2 21 21 21 LO AT liv ER/SIAENDS VIEW Y 4 12 3 1/4'(Typ.)—6 1/2r-(Typ :6-Min.) MAX.SLACK SIDE CONNECTION TO TRACK (Cont.) 1iYA ByJ3 BLADE SLACK -KTAIL HVF BV FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 01111111111010,1, 0 2015 EASTERN METAL sUOPLY.INC. rk IAA' BERTHA HVTm Accordion Shutter System A.S.S.A. Fm RADE'p wl OR W/O FEV.wmm aADE ff E TILLIT TESTING Amerlcan Shutter Systems ENGINEERING COMPANY V.w DESCRIPTION DATE DRAWN BY. M.L somw N.W.30th.SL,SU.3A%WMIA CARDERS,FLORIDA 331 ITT Assoclaflon, Inc I OLD 11-192 4/13/15 DATE 4/13/15 Ph a:(30)571-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No .-mail:bit—awl.c.,vi West Palm Beach, FL 3,3407 3 EB-01306719 15-085 ......... WALTER A.TILER Jr. P.E. 4 FLORIDA Uc.f 44167 5 SHEEP DATE 6 20 0F 20