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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 RECEIVLD MAY 17 2916 Z^'f'7. ","�1y 3� •'i��i '' F � � Pte.... ,gyp d''��� � ..'Y��•a-'i,p,,y�W,,p � 4 d, �itl.-�'�"' 4 a'�V'��S ,y�� l�-� .�`��, �.-*�' FIoida Depaftiltentof SCIS Home Login I User Registration Hot Topics Submit Surcharge I Stats&Facts j Publications I FBC Staff ( BCIS Site Map I Links I Search,I 3usines. Profess i -�I USER:Pct Approval ��._,`:USER:Public User r, Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail ' � FL# FL389-R8 Application Type Revision Code Version 20 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 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 © 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 0 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ odf 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 h1.1Tc•//fl nrtriioll,,,lrl,ll.,r n«..�..«'� �..�.,. A4-1 ..,..�--�--__________!`TTr�T/1.....iT <TtTTTTTi1 1• env � �.�i��� i Florida Building Code Online Page 2 of 2 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 Summa ry of Products FL# Model,Plumber 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. DIWG.15-086.pd Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant,Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"W.Max span Is 12'-7'for 35 psf FL389 R8 AEA.S.S.A.INC. P.E,R. DRWG-15-086-pdf 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,5'-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 pre rating o +72,-72 and 84"for+64,-64 psf.See ,sfTe—et 5 other'spans and ASD pressures. 389.2�,/ Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks 1 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in-U_VHZ:No FL389 R8 II A.S.S.A.INC, DRWG.15-085.pd Approved for "Jiav HVHZ:Yes Verified By: American Test Lab of South Florida Inc. .Yes Created by Independent Third Party:Yes Design Pi Evaluation Reports n Y Impact I esis an 'Y .essur :N) '6�i. A Other:Large m ssile I el"D".Max.Span Is 16'-0'for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG. 15-085 HV.pdf le/0 p.s.fnegative AS oad 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 HVIA 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- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ:No FI-389 R8 II A.S.S.A. INC. DPWG.15-084.r)d 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.pdf for Blade I and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back tVe�t Contact Us.,*,1940 North Monroe Street,Tallahassee FL 32392 Phone:850-487-18 The State of Florida is an AAJEEO employer.Copyriaht 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 a-mall 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 haveeny 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 ernaft 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. 51R1 0 In gCLuritv.S&LT1uce httDs://f10-Hda.biii1tiinv,orcr/nr/,nr 11-ni, At'll GENERAL NOTES• 1.BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(Sth EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SH,UTIER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SWILL 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 AS.D_DESIGN WIND LOADS AREA•1: HV BLADES!j& 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. GENERAL NOTES SHEET 1 IN ORDER 70 VERIFY THAT COMPONENTS AND ANCHORS ON THIS PJ-O.,AS TEST D WERE'NOT OVER STRESSED,A 33 N INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS BU 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. SYSIFIM 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 A$PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 3(1-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE Q #0214.01-03.#0715.01-03. 1004.01-05, 1214.01-05.#0317.02-06.00609.01-10 AND 00210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA-2: HV @ A n AND HV WINDOW 81 A" AND E-1996 STANDARDS(MISSILE LEVET.D.WIND ZONES 1.2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE®#0505.01-03 AS PER ASTM E-1886 AND E-1996(MISSILE LEVET.D,WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 7 HV BLADE(D AND FIV MINDOW BLADE @ ARE ENGINEERED TO WpRK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTAUA71ON DETAILS G-M,CONCRETE/BLOCK SHEET'7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USEd7 AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#142.75"AND#140.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTFRMATE DETAILS HV SHEET 8 STAINLESS§1117.SCREWS WITH 135.0 k.T YIELD STRENGTH AND 180 Loi TENSILE STRENGTH. PWS SHALL BE COATED WITH BERTHA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CEMERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE FN 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 76 ALLOY IS 30.0 ksi AND 35.7 lisi FOR END CONNECMDN DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-75 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksT MN.YIELD STRENGTH AND 90 ksi 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 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 1$ 7.SEF THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:NV BLADE 0: 12,13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 W BLADE Q&(D WORKING IN UNISON: 12,13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 -e.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A US_PATENT#6'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY US_PATENT#5'45B,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 METAL SUPPLY.INC. 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOU14DNMS OF THE STRUCTURE WHERE SHUTTER IS TO 13E ATTACHED TD INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA 3. HV WINDOW BLADE GA1 ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONYACT WITH THE BUILDING TO PREVENT WIND/RAIN 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 W AND HD CENTERMATFS AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4• W WINDOW BLADE n 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 LABII.SHALL BE INSTALLATION DETAILS.METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING.LAKE UNG 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 DRAYANG PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PEWIT 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 THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.ED.,PROVIDED HE/SHE ODES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONRRACTOWS RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SHE 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 RRESPE�OVNSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.O.ENGINEER SHALL.SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR (e)ORIGINAL RED.SWILL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 9 FlRllr FLORIDA BUILDING CODE(Won High Velocity HUrricane Kone ,�A�E +�. 1 ��i��� ©2015 EASTERN METAL SUPPLY,INC. <o� .......... BERTHA H%TSI Accordion Sutter System ` ® ® H.V.MADE#1 W/OR W/0 H.V.WNDOW BLADE *v American Strutter Systems IEV.N DESCRIPTION DATE OW/N BY: ML TTUJT TESTING & ENGINEERING COMPANY ��•• F (` 305•V SLY S ,••'_: N.W.36Ut b. VIRGINIA GARDENS.FLORDA 3316 Association, Inc. 1 OLD 11-192 4/13/1$ DATE-- 4/13/15 OF 6355 No N Phono:(305)871-1530.Fox:(305)871-1531.m 4268 Westroods Drive 2 DRAWING e maD:bltecoOcalm West Palm Beach, FL 33407 s DRAWENG No WALTER A E13-0DTRIIT1Jr.P.E. 4 1 85 YY/Ir/ 1 10% FLORIDA Lie.#44167 0 SHEET P.E. SEAL�SI��SATURE/DATE 6. 1 .OF 20 .. 3'a FOR U70OW I]WE�A 'o es,�@. .Nn VARIES 1918° 1.491" o m' " c 4Og 0.454" o o M.X. .200° 0. .09 N N N W, 4.S/1 0 4" .385' 4- 4.999• r� V SOLID BldDE ®HIV UASI -375* A -9 O5 HV 90-Z180! STARTER VERSAL FLOATER VERED UNDER US.PATENT# 54 m QUALIFIED FOR USE W/ QUALIFIED FOR USE W/HV BLADE(D ®HV DIRECT MOUNT HV BLADE LADE* 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV - NO TEMPER *SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 6063-76 ALLO AND TEMPER 6063-T6 ALLOY AND TEMPER 3.226" 1.500' .144 670" ?� � 2.670• ° 670' 2.226^ .9947 .67 1_000' N 072 N o 842 'o 4.897^ o N n 815" 2.092' (�HV ADJ. ADAPTER W/LIP HV WALK-OVER 9.072" 0.072 -OVER 1.375^ 3.226• QUALIFIED BLADE Q FOR USE-W/ HV 920 8 TRACK ®HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV O HV TRENCH TRACK 3.7 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ FIV BLADE() QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 10 BLADE(D ONLY. � HV RAIWGUARD 6063-T6 ALLOY AND TEMPER VARIES@063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ 1^ 1.915" 1.936" B Max. VARIES 1.936" - D TEMPER '0 1917'. . `oax. a 083" X083" m .083" m '083" .093"` ° 100' .06D° ° a _060. .060• .060'o n ° 670 •o .093 .093" 0/cy. 670 1.686^ 0.�9A 670 3.520^ 3 5 • 3.529' 670 11 HV CEILING HEADER 1® HV DEADER/SILL sus^' QUALIFIED FOR USE W/ HV BLADE 1 ONLY 3 HD CEILIPIG FIEADER/SItL Q FlED FOR USE P!/ R BLADE 1 ONLY, 6063-T6 ALIoY AND TEMPERO QUALIFIED FOR USE W/ HV BLADE 1 14 HD WALL HEADER/SILL ' SEE SECTIONS FOR VALID SEE SEC710N5 FOR VALIDITY_ O O QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TE BLADE10 ONLY. X 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 X Y t MN.%MN.YMN.t 1' 1" OA62' 2° 17 2' 5"MAX. 1/8" 1/8" 3' 3' 0.090° 18 2' 5'W. 0.192" 0.192" . EQUAUFIED NGLEUSE ALUMINUM ANGLES, +g 2.5" 7'MAX. 0.190' 0.190^ CORNER POST QUALIFIED FOR USE W/ HV QUAUFIED FOR USE W/AND TEMPER BLADE 1 ON B 6063-T6 D TEMPER ® 2" 5'MAX. 0.139' 0.131' - ALLOY AND TEMPER FLORIDA BUILDING CODE(flon High Velocity Hurricane Zone 2015 EASTERN MLTAL SUPPLY,INC. ��`�Q�• ENSF �9•'fie BERTHA H WI TM 1 E C O Accordion Shutter System _ a L�c. ® ® M H.V.BLADE#1 W/oR W/O KV.WKM BLADE y1r: �C ✓ - TILUT TESTING & ENGINEERING COMPANY American Shutter Systems Lv,R DFscwrnoR DATE DRAWN RY, M.L S?ATE Of ;'r� 6555 N W 36 h 6t Sle M.NR4TNA GAMENS.FLORDA 5316 Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 P....:(3D5)871-1530.F":(305)871-1531 4268 Westroads Drive 2 ­.R: Goo..v..I m West Palm Beach. FL 33407 Ell DRAWING No SS/ONA1- WALTER A 7ILLR Jr.P.E 15005 P.E. 5�&i+/F16i W RE/DATE nARNA De p aa167 SHE OF 20. 4.660" •Os2.([.qg)�w .082" O Ov, mn ox�i a ' O" y (oG� �•Nri .ncl b 929' °a 7D 1/4°0 204.576' 745• 2.293' .33 / A7HREMm NE 2.293' .745" SNWCAsfm ¢ -D20p ] (2 TYP.) 11. 0 ENAEM mBAKED PAUITEDDRE t.S S TURN KNOB. o .875" ��4 m 1.325" .318 CYLINDER _ EYS DQE (CHROME PIATED) 29 H CEPIYERMATE .s n' m a Perm) �,,�'� m. o. so. 1325" a HV LOCK HV EGRESS LOCK QUALIFIED FOR USE W/HV SLADE I & 1 ONLY (ft b L® C NTERMA E 6 p y 3.023' 875' m^ QUALIFIED OR USE W ®QUALIFIED FOR USE W/HV 6063-T6 ALLOY AND TEMPER QUAATTIIFFIIED FOR USE W/ HV BLADE 1 &QA)ONLY Q 6063-T6 ALLOY AND TEMPER (2� HV CORNER CENTERMATE LY. BLADE 1�&®ONLY. Q A IFIED FOR USE W/ HV BLADEOONLY 250'0.1). te' 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD o - .518" 7.756' .922' 2 MOL SC �: 4.095' - SCREW 2.079' 7.753" r tm0' o p6Y• »o 9 n .825' .360'AFTER RIVETING N "m '06. o °n » » BEFORE RIVETING Ar y s N 1/4 x-20 x a/� S.S. THUMBSCREdV 114"0-20 RIbNUT'x N O • *SERIES 9944 ALUMINUM(2024-73 ALLOY)LARGE FLANGE THIN m m .822' SHEET NUfSERf,PART j OU20,AS MANUFACNRm BY AVOE1 PLAN q FRONT ELEVATION ® H "T" LOCK C N' ER A E 4.566' CHERRY TE%70IW.PAR9PP73JY,NEW JERSEY 07054 OR EOUN.. ®7 LOCKER FOR 0T" LOCK CENT R� QUAUFIED FOR USE W/ HV BLADE t ONLY ® HV FEMALE »T» LOCK CENTERMATE ® HV »T» LOCK ® Hb ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/HV QUALIFIED FOR USE W/HV BLADEQONLY QUALIFlFA6053-T6 ALLYOY ANDMPE�ONLY yy/HV BLADE 01 ONLY. BLADE 1Q ONLY. 6063-T6 ALLOY AND TEMPER 1.9177-9u7' S 3.161 D THUMBTURN m .063" .432m .083 CYLINDER OR .274• .062 KEY CYI7N1)(]t 2I4' �ro .545' m� o � 11-.0 875'Min. .125'HD CENTER ATE W O LO KING ROD ® HD CENT R ATE W LOCKING ROD 0cpQUALIFIED FOR USE W/HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE 1 & 1A 6063-T6 ALLOY AND TEMPER ®3 HD CENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER m VARIES,12"nRN. QUALIFIED FOR USE WA HV BLADE(& t/4'0-20 s.s,aR 3/e'0-ts 1.130' 6063-Tfi ALLOY ND TEMPER acErAL TKUMt150REW5. tt/2" CYUNDERRN (SE DETMS 0 OR KEY :LIS, 757 Min. OYUNOFR '� o LOCKING ROD 1./4.0. ® HD LOCK 375'0 Q ED FO HV BLADEQI m 1 4t' -20 ASI 304• BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK 6063-T6 ALLOY AND TEMPER © HV 313 0-16 ACETAL FLY � Iv FRIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1 & A Q 5 INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS QUALIFIED FOR USE W HV BLADE 1Q O O �LLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F N h V / FLORIDA BUILDING CODE(Non High Velocity Hurricane done ©2015 EASTERN METAL SUPPLY,INC. ERIFNW HVTM :' ---= I L E C G o _ ® ® ® .Accordion Shutter System H•V r .EIADE#i W/OR w/o ItV.V17MON MADE American Shutter Systems '•ill E�Cn gat; TILLIT TESTING & ENGINEERING COMPANY EP•R DEscwPnON DATE DRAWN BY: M.L x5 .•�C7� Association, Inc. 7 OLD 11-192 4/13/15 DATE: 4/13/15 S A.4_,. F OQ••,^�.` 0355 N.W.36th. 5)Ste 305.V.F":(305)5.1-153FLORIDA 3376 6$... Phone:(305)871-1530.Fax: 305 877-7531 t Pal W Beach, Drive z ��-••.. ,.• . C ) DRAWING No sS tGC� �` rmaEB-00067 aol.com West Palm Beach, FL 33407 3 15-085 1101.1 A01 , `�� WALTER ten OnwrtJrr.P.E. 4 P.E. SFAL/SIGNATURE/DATE FTG �a' '41�' 6 SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV Q 3/8^0 . 41 40 38 12 TO SLADE PCE szs 1D HV BLADE 1 _ GE 1A .1875" , (0HV BLADE 1A \I HV WINDOW BLADE .0625" S EON r X .0625 .0625' 1 3® HV LONG RECESSED NYLON BUSHING Y BLADE'S -0 OPENIN •1875• Y x o U •'1 KNUCKLE .0625 0.0625° ©9 HV SHORT RECESSED NYLON BUSHING 3r(31))OR � � a 3 i ) 4Q HV NYLON HAT WASHER N w T PORnON R7.750�/'N8IOR f/ 3 50'HV WHEEL CARRIAGE AISI 302-303 SERIES I �q I^ 40 n ///mz/ so' X0.870"x3/16"THICK NYLON WHEEL 3i, 3 I N 2 7/8'MIN. HV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVErs �(—I 315.0 C� SEPARATION 03.00 ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR i BBLADEEE s 3 a^25' 0625• 37500° OPENINGS / SnMDN Y-Y ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD 'z I 47 ON c ERs"=A .7500' ® POLYCARBONATE IMPACT RESISTANT HV WINDOW 41 �a7y5" - —I CLEAR FOOR FlFVARON I i I; I B T'WEEN TYPICAL HV WINDOW BLADE inA AND DDR I i i , 3s I 38 POLYCARBONATE HV WINDOW DETAIL ® I ® 1 N.T.S. Or '((SEE NOTE FOR liEQUIREMENT3) i j D OR I l i ® � =K POLYCARBONATE IMPACT RESISTANT HV WINDOW I ' BAYER MAKROLON 3103 POLYCARBONATE 1x 'RESINS, UV-STABILIZED GRADE OR SABIC HV PIP! REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR � I I fro 1BLAOE e M INNOVATIVE PLASTIC LEXAN 103 RESIN 1 j I OO OR 0 (SEE NOTE "F" ON SHEET 19). (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR N r BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q I I POLYCARBONATE SOURCES FOR 44 HV BLADE. ICAL SHUTT R ASSEAA L i EXTERIOR RaDLr N.T.S. - HV PIN OR AT TOM PwaMES R MAW (2) HV PIN ® MAY BE USED IN LIEU OF @ AND ONLY AT EXTERIOR C VONtl 9m wN1m 1®1 EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D Do.32a• BLADE'S KNUCKLE- 1tYIIs7rdj BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. 3 (SEE NOTE * FOR SPEORD=%M ASTM D792 01143 IhAM' 4043 Ib/0 .044P6'�I-- REQUIREMENTS) N •ulr•• 704SILE YEW SIRFLIGM ASM D838 9.400 PSJ. 9$00 P.J. psp I 00 psi- 13.400 ps (3) HV PIN © OR W 1/ O.D. 1/16" THICK S.S. WASHER ® y I FLFxML moon AM D790 300.0FUXURM SMENGM AT YIBD ASM D790 121500 i- 305,000 paL SHALL BE USED FOR DIRECT MOO UNT INSTALLATION PER DETAIL X. i SHEET ©0 I NOTCHFn Izoo ASTM DIS. 1D Fr mrD 17 Fr-iW npF 0 F+MNO HA^�TIMR'_�� WHEEL CARRIAGE DETAIL s9oHE Da1s 1r ASM D2943 472 X 645 x MAX amvc ASM DOS C-t CLASS o-1 Chis N.-S.SSEMBLY LAYOUT RATE of eu SELF IGNMON ASIN•DI929 1010 T 080 T 2✓v� .ASDA G155 TENSILE SMEHGM AFTER WEATHFRWG ASN 678C9 9302 Ps.i. 8840 p-.� HV BLADE SOLID & BY WINDOW BLADE DETAILS 191E STRESS DEFDREWE"ENNG ASM� 6,61 Ps,. 8000 psi N.T.S. FLORIDA BUILDING CODE(Mon Nigh Velocity Hurricane gone P��ER A. ©2015 EAMRN METAL SUPPLY,INC. VICEN ' BERTHA NVTM Accordion Shutter System e ® ® ® H.V.BLADE#1 W/OR W/o H.V.WINDOW BADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems Eu.H OFSCRIMN DATE DRAWN BY: M.L. 0355 N.W.36th-St.STS 309.MGM GARDENS,FLORIDA 3316 AsSOCIGtionD Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 �. QRII)P ` Ph—:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive z ,`�1_•_, .••`�`� a-rnp 6ES-00067791 com West Palm Beach, FL 33407 3 �DRAWING.L /�Noo/�`X, WALTER A TILLR Jr.P-E41��if®JP.E. S �IfURE/DATE FLOMD'u` '4167 s HEET 6 4 OF 20 a �R N ON H!/ LO ND CENTERM ®Y® N N s i u ®' �®+��® _MAe1DATnRy OONDIIION D1e ONE HV CK®or®SHALT.BE USED AT 1/2 OF'SHUTTER SPAN FOR AM'SPAN ®•lJ OR 12-ABOVE ORB OW 1 2 OF SH SPAN FOR SPANS UP TO tU5",AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK to or V 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 a TYPICAL SHUTTER ELEVATION. 16 0 2• IF DE51 FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES.UP TO TWO HV LOR CKSS MAY BE AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENMRMATES D- OR®SHALT.BE qS INDICA N NOTE(1)ABOVE LOCATION OF LOCKS S E AS INDICATED ON TYPICAL SHUTTER ELEVATION. oa� NDMONI D ONLY WHEN MMDATnRY CONDITION#j OR ILIMITEII) MANDATORY x - ° 4 5 oR6 oRO oR ZIS.U ED H V 1 OCICSI• LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY ® ® BE USED IF DESIRm TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS® OR AN ALTERNATIVE DEVICE v I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). a�s^ 4.MANDAIIDTLY CONOIiION&l:ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN o AND INSTALLATIONS AT ANY ELEVATION.HV LOCK�or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO�CORNER CEW MSEDAIE W/(2) 1/4 0-20 x t/2"LONG FIAT HEAD S.S. M.S.TWO LOCKING RODS H. xt1 AT TOP&BOTI`OM SHALL DE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. p�- ® MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. V y o v�z�oRffi 9.3 S. � � kF3 ONE ALTERNATE FIV LOCK MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND (D "of 2a � INSi 1TONS AT ANY ELEVATION.AL NATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT xpD-�Wp� � 34�a Nof wo d � OF 1/4 0-20x3/4"S.S.THUMBSCREW TO 0 OR®CEMERMAIES SHALL BE MADE W/1/4'0-20x3/4"ALUM. / { �,{• le, —C 6 og3 RIVNUT AS SHOWN ON SECTION HVE, SHEET 6. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO { / v S. V LOCKS AT 1/3 OF SHUTTER SPAN. ® 6.MANDATORY CONDgN a3 FOR KEYSTONE MOUNTING INHktj 110N_R_ 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 967,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LACK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) t/4"-20 x 1/2"LONG FLAT HEAD S.S. SEE END MS. LOCATION OF LACK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS®W/ CONNECTION OR TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON R V W X SHEETS 10& 18IYP. Ivu I+ HEIGHT. L& OF CORNER *NOTES ON HV "T" LOCKS AND CENTERMATES: CENTERMATE 1.SECOND ALTERNATE TO MANDAIDOX CONDITION¢7 VAUD ONLY FOR HV"I"LACK Ga.AND CEMEMMTES a AND © ® Q O Q O © ice ONE ALTERNATE HV'F LOCK MAY BE IN LLED IN UEU OF HV LOCKS®OR(2`�FOR ANY SPAN AND 08 oR 6• 7 cR 8 m+TO+ 3 oR "IL�Sf-ALLA71ON AT ANY ELEVATION.AL7S"RNNE LOCK Y IE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT O O © OF LOCK®INCLUDES USING REINFORCING LOCKER, AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE 10+ 5 @)-o-@oR CONNECTED TO CEMTERMATES®AND 0 W/ 1/4"0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8'0 x 3/32" WINGNUTOR W/ 1/4'0-20x1 SS.MS. INTO A 1/4"0x 5/8"RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12" 1 8 oR MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. O Mi 8 * s QR 9+ . eR t©+® 'NOTES0 HD LOCKS & CENT MATES: � 1. HD LAc 1/�:ONE ALTERNATE HD LOCK(4Y MAYBE USED IN UEU OF TYPICAL CIn FIV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY TSEVAIION.ALTERNATE HD LOCK(SM1 MAY BE USED N.T.S. .AS AN INSIDE.OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK&TO®IS W/3/18 x 3/8"F.H.SS.MS.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HDC-WC.SHEET f0.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR A80VE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL_ FLORIDA BUILDING CODE( on High Velocity urricane one A:.A< ©2015 EASTERN METAL SUPPLY, INC. BERTHA H l9 TM Accordion Shutter System A.S.SmAffl TLV.RAM#1 W/OR W/O H.V.WINDOW BLADE ' �dll sy-fl f'r'IECAmerican Shutter Systems Mv.I M.L.DESCRIPTION DATE DRAWN BY: M. TTLUT TESTING & ENGINEERING COMPANY STATE OF ;Q a G=N.W.36V1 SL,Se.=.MMINIA GNMENS.FIDRNA 331Association, Inc. , OLD 11-192 4/13/15 DATE 4/13/15 S Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 i iC`•. R�� iU1",.� 'ti - DRAWING No ��> F , ��:` o-mail:t teco®aol.com West Palm Beach, FL 33407 3 EffILJWALTER A UT .P.E. a 15-085 P.E. SEAr�f'S1Gf9RtUL6 5 OF 20 RE/DATE FLORIDA Lie.8 43167 D SHEET ONCRETE ANCHORS POURED CONCRETE ED POURED (SEF.SCHEDULE ON OR CONCRETE BLOCK POUR CONCRETE CONCRETE SHEET 13) REQUIRED 1/4'0-20x3/4'S.S. REQUIRED REgUIRED CONCRETE ANCHORS MACHINE SCREWS 2. CONCRETE ANCHORS 17 18 A FOR ONE(SEE MouNRNo©on SNB:T 7) (SHEET Ia) LE ON NUTS/®"12'O.C. (SEE SCHEDULE ON SHEET 13) 1" 1" -- 12 OR 14 Mln. 1/4"0-20x3/4"S.S. Min. _ _ EO EQ f.WCHINE SCREWS _ EQ USING 1/4'-20 NUTS 2� r - - ®12"O.C. 1/ E.D.* .250"Max. -- — N 13 5 ------� 13 OR 15 � I Max. II it E 11� .D.• I \ Ii ' I' I OPTIONAL I I I 11 i OPTIONAL III Ii t I I i ' I'm SERAMON TO (SEE I I I .I SCHUME mAhO i1 �' 1 OR ®® i EXISTING I MIN.SEPARATION TO GLASS 1 I ':W019 y�1g FOR III I I I I ---(SEE SCHEDULE ON SHEET 11) FJ(ISIING I I I I I I I 1 GLASS I att�Sm&0 I I I MIN.SEPARATION TO GLASS E'GLASS—I r(SEE SCHEDULE ON SHEET 11) 1 ' EXISTING i I' I G` ©HV WALL HEADER INSTALLATION 0 Hb WALL HEADER INSTALLATION O HV WALL HEADER INSTALLATION `I- KEYSTONE I i EXISTING � i i MIN.S[PARAIION TO GLASS I GLASS—I IM OEM i I i i L i 1 OR �0 I I L i i 1 I 1O EMSRNG�r—(SEE SCREOULE ON SHEET 11) MIN.SEPARATION TO GLASS I I GLASS I I--sa®utE aNT i i I i I (SEE SCHEDULE ON SHEET 11) I I 11OA SHEET 19 FOR MADEM EXISTING OPTIONAL i i i I i 0.A Max. I I � � Max. iiil 'I I� I OPTIONAL 1/4"Max- E. f ' 13 OR 15 E.rr/A7 E EQ- 13 OR 151— 12 OR® --- i/4"0-20x3/4"S.S. Min. EQ PHILUPS TRUSS HEAD 1/4"0-20x3/4"S.S PHILLIPS ONCRETE ANCHORS 17a 1$ 1" 1N%4w 2D NNE CUfS® 12REWS 1N O.C. (SEE SR CHmUIE ONS HEAD MACHINE SCREWS (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) 1Y/1/4'-20 NUTS® 12'O.C. POURED CONCRETE OR CONCRETE BLACK OR CONCRETE BLOCK C NCRETE ANCHORS REQUIRED WALL REQUIRED (p) HV WALL SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED ® HIV WALL SILL.INSTALLATION NQTE FOR COMBINATION OF SECTIONS: INSTALLATION D ETA I LS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER *E D.-EDGE DISTANCE G ��f ASSEMBLY 0 SEE E(B ON OF USE FOR LNC/ BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFlCATIONS ON SHEEP 73) BLADE 1A ON SHF£1'19 1-C V IN ANY WAY TO SUR ANY INSTALLATION. 1lrounr FLORIDA BUILDING CODE(hon high Velocity, hurricane Zone \``��\��`�•• ••���/T////' ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTm ® ��c ® ® ® Accordion Shutter System r- _ FLV MADE#1 W/OR W/o tLV WINDOW� • y �/Y :# American Shutter Systems IEV.N DESCRIPTION DATE DRAWN EN: M.L TE OF - TILLIT TESTING & ENGINEERING COMPANY �'•.• •��'' 6355 N.W.36111.St.,Str_30,VIRMUM GARDENS.FLORDA 5316 Association. Inc. 1 OLD 11-192 4/13/15 DAM- ¢/13/1$ .5 'SFr; Phono:(305)574-1530.Fox:(305)071-1531 4268 Westroads Drive 2 DRAWING No eFSS•..••....•�G\\\\ate °- 0®�pOAs7191�m West Palm Beach, FL 33407 3 ////rC/NNALL�;,`\\\ •WALTER A TILT Jr.P.E. ! 1 5_®85 P.E. SPAL ik%%TURE/DATE FLORIDA U.@ 44167 6 SHEET OF 20 POURED CONCRETE ANCHORS I •SEPARATiaP O 1 i IAx.so ON I I I CONCRETE (SEE SCHEDULE ON SHEEr 13) I 1D tiA15.(Sff I i I ) OR ® EXISTING I 1 1 i 1 1 'ZJ m clAss REQUIRED SO�tAE GN 9EF1 I. I �s5 GIlSS I I ' I(�scx ON f a{ I SIAB EDGE�F 1Q4 9aFEe"T t8 I `. i i ` —i 1m1.sTrawnaR i I ; SHEU i1) D. APPLICABLE oCl; � ®mEsmx� I \ r-(siEtUl' I 11 1 I ALTER HOR i II i i i i \ III EXISTINGIASS-' li it f I I I LOCATION l I l t! 1 10x3/4"HEX WASHER HEAD I t '() OR )3 Op'($ _ t 3/0'NLN. 7IX SCREWS®12"O.C. i 8 E OF Iroi i 3/B MIN. CONCRETE ANCHORS I I ©+ ] 1 (SEE SCHEDULE ON SHEET 13) E 1 p I APPLICABLE tl —EDGE OF IXISTINO I Ili 1 I EDGE OF t I 111 SLAB IF D. GLASS—i i i i SLAB.IF 1 1 1/2 1 EDGE OF APPUCABIE LAN. APPLICABLE Q q. SLAB IF W FIAT HEAD CONCRETE ANCHORS m aA4 1 APPLICABLE POURm POUR 19t 1nR aslg®Iltit 0 POURED REQUIREDD CONCRETER (SEE SCHEDULE ON SHEEP 14) 1 et sFIFEr to Prn 1 OR ® CONCRETE FIAT HEAD ULEOCONCRETE ANCHORS I1 TRENCH IWSTALLATION I MADESO i REQUIRED (SEE SCHEDULE ON SHEET l4) " VALID ONLY FOR UP TO+70, -75 PSP A.S.D. ® HV FLOOR INSTALLATION OI HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER HV CEILING INSTALLATION SCHEDULE y3, SHEET' n E7GSIING lUN.SmwgllON I I CONCRETE ANCHORS G�-I m� •i t m asp i ; O (SEE SCHEDULE ON 1 --(sD:snlmme 1 1 SHEET 15) L/49 �1�ORM I O EXISTING EXISTING-1 L I 1 EXISTING TECHNOLOGY OR 1/410 FOYERS /4• —t 1 ueL arnnwnoN ro cuss GLA55-� I t I / 1 GLASS I i I Gam$ -;ISFI SgIFDUIE ON 9165 11J t 11 xYL YPnP M TO I I FF1 3/4'LAN.fT�FD.4FM®6/ MA7(. 0 i 11 i 11 I i i (SPE SC�DNE rxP 11) I I 1 O.C.POR LIP TD SPAN AA 1 I I t 4'O.C.FOR SPANS NS LA LARCFIt 71L171 I.l i 1 i I 1/4" I I i t i 1 C-0•UP TO 8'-0'NAX APTLY ri i I I I .' I t _ I I SYAIANf AT DFRY FASRTIGI f€M 1 IPI 1 I (1TPJ(SFE NOPE it ON 9EtT 11 1/2" I 3 OR '1$ D-* t /ItOx3Ia"floc E. x I I i wR 4nomnDrs 3/B Max. t n WASHER HEAD I I con Sewn l Me TEK SCREWS I I I 7 8" ®12"O.C. g ii iI ii Ii •. 14x3/4" NIX HEAD _: r�qh TIX SCREWS®9"O.C. 1 �"" 1 8" 1 i i r' ": •s 1/4.0-201/4'SS DS OR 1/4`0-20 S.S. MS. i CONCRETE ANCHORS n 1 _ 6 +O 3/ ®i 9z3/OM1"CSAS. _ l P 1 i/4' .; d:.:�a:.•,•. ,••:. USING IIe 20 NUTS W/NUT®9`O.C. i (SEE SCHEDULE ON 1 -- •q" I SHEET 14) Mak. :•.^ ti' O 12"O.C. 17 OR 18 1/2" 1" 2.OD"MIN.''-r> nmTlNc N0SITLUCIUR/e. '7 R e$ WALL TRW(DECORATIVE fI J t EDGE OF SILL) / /)14x3/4"F.H.S.D.S. 'c .MIN: :,..:,•. AP�OBIE ®9"O.C. L ^'.'.•a':••::., ��"' POUR CONCRETE CONCRETE ANCHORS SEE NOTE 13(b) SEE NOTE 13(b) RED O POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 D: OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 z f7 REQUIRED OR CONCRETE BLOCK REOUIRm 6CEYSTOHE MOUNTING INSTALLATION oPnoNAI PourrED ® HV WALL FLOOR INSTALLATION © HV WALL WALK—OBER INSTALLATION M ub S O.O GN PRESSURE}84'-'2 p CONCR• REQUIRED �J HV RAINGUAR® INSTALLATION xDg1 O COMBINON S * 'I'THIS INSTALLATION SHALL BE E.D.=EDGE DISTANCE REMOVABLE WHEN PERFORMED 7-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT SFE UMRATIONS OF USE FOR ASSEMBLY OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATION ®ETA I LS W1 1C) HV B LA®E 2-MOUNTING SECTIONS CAN BE COMBINED IN.ANYWAY TO SUIT ANY INSTAUAnoN. FLORIDA BUDDING CODE(Mon High Velocity Hurricane Zone ``��\L���A• I I��/ /,7�' ©2015 EASTERN METAL SUPPLY, INC. BERTHA DIVTM Accordion Shutter System ® e ® ® � ' ® itv #t w/OR w/o RV.WINDOW MAM IMUECAmerican Shuffar Systems .x DESCRIPTION DATE DRAWN BY. M.L_ TILLIT TESTING & ENGINEERING COMPANY -o'•, TATE OF ::� —Ph... 355 NAV.361E SL Ste 3Q5,NR41NN GAROM.5.FLO mA 33P Assoclafion, Inc. 1 OLD 11-192 4/13/15 DATE- 4/13/15 ,c'•. OR Ph...:(305)871-1530,Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No _dil:BOIto77Ool.com West Palm Beach, FL 33407 3 Fs ..,.... ,•NG . 7 5—OH5 gsIONA1 E„T,o� WALTER Lc Q 44167E G SHE OF 20 P.E. StytfSlU"��A�fURE/DATE SEE END WALL CON ECTIONAI 8 EE NOTES ON LOCKING RODS 3®.NV LOCKS(b or(Ts OUT 91r IN EXISTING GLASS INSTALLATIONS W/ HV ND ALTERNATE HV LOCK®ON SHEET 5. LACE SLACK DETAIL HVF IS VALID FOR ALL BLADE W HV CENTERMATES CQJTQIMATES APPLICAMON WIM BLADEQI OR SEE END WAIL CONNECTION cEXCO14C CLASS ET'S 10 & 18 Q+O © 0 0 6 7 +1 ors 6 + + oR 1 ----- — 7 1 IO © O O O O 3 1/4" 7•• 8 1/2" ," 2"x2'xt/6'x0'-2 8 + 8'ca 9+ 3 GR 19+ 5 (sos3-Ts ALLo» M. I +® OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4'0 TAPCON I 1 ANCHORS 70 CONCRETE /2• CENTERMATES (Top/SoTiom)@ 1oxs/a•S.M.S.® iz' c CENTERMATES MIN.SEPARATION (4)810x1/27 SM.S To TUBE i /4 FULL IENOHT. W/ HV LOCK or t25) W/ HV LOCK W or 2� TO cuss SFE SCHEDULE AT EACH ANGLE(TYP) 7 * Z ON SHEET 11) 5 ® °° * 35* I N IJ 5* 5 0 9D' 2" 'C3 O VI3 OUT ®o HVC ©OR®eR©+OOR®eR 1 O+O eR O HVI3 1Q a 15 ors©+©aRQ+©.oR HVA QoR®°R©+ ] ors®°A 10+13 eP EXISTING GLASS POUREDNCRECCONCRE WAOR LL ©+O+��©+O+1 I 10+ 5 aR + ors � �J O ©�©OR—— REaN m isnac © Q O O © SYMMETRICAL * 6 +7 + GR 6 + 7 + g LR F $ + $ars 9+ 3 ors 19+ 5 F](ISRNG + MINTOSGLASS EP TION _l�lass 1 CENTERMATES* 6 $-@+@-@+ 7 eR (sEE SCHEDULE cuss O 0 0 Q © HV LOCK 26 opnONAL © ® 5 MIN.SEPARATION ©+® ® ox * 3 (IHIERfOft) 1�5 ON SHEET 11) TO GLASS Grs®+ (SEE SCHEDULE IN OP110NAL __ ON SHEET 11) (INTERIOR) _____—_ _—_____ __—___--_- ANCHORS® - - - OU 1-r _ CONCS 0 1 1 16.O.C. -EE 1 35 or * 3 VARIES O °1 ® 0. ® OUT r? 1/2-MAX.SLACK OUT * 5 (uamioR) HVE HVF** HVD FLORIDA BUILDING CODE(gon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM P4'' \CEN Accordion Shutter System H.V.BLADE#1 W/DR W/O l V..Wl=W BLADE / *_ American Strutter Systems 1EV.N DESCRIPTION TATE DRAWN BY: ALL $r: TIWT TESTING &ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 �7E(1F 8355 N.W.36N.st,sta 30.5.VIRGMIA G mums HDRm 3316 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive z DRAWING No .� .......... moI®-0000®9Icom West Palm Beach, FL 33407 3 15-085 •,°°°°ccs`S �����`• WALTER Rma u R 44167 5 SHEET P.E. 9�dALf JIN r1 ;DATE s 8 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE POURED CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALLREQUIRED BLOCK WALL REQUIRE REQUIRED /-EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS Z -'1- -O 2'MIN EXISTING GLASS o 16"O.C. R 2'MIN. - � 0.0N.SEPPRATION TO GLASS MIN.SEPARATION SCHEDULE ON(SHEET MIF.SEPARATION I 1 AOAL SEPARATION EQ ' EQ TO GLASS(SEE. 11 FOR 61ADE 1QPND TD GLASS(SEE 1 TO GLASS(SEE I i SCHEDULE ON SHEET 1/16"x3"MAX. ON SHEET 19 FOR 1�EDR SOLD ' i SCHEDULE ON SHEET 11 FOR BLADE 1 (6063-T6)CONT. BLADES (9 ON SHEET 19 FOR 1/2• 111@lFOR SLADE 19()AND ON SF{EET 19 FDR ALUM. CLOSER (LOCATE IDE &ADF�.,0.&Q� PLATF_ (LOCATE 1/2 ` BLADES O&� �� RADLS O&® EDIIFR SIDE AT EITHER SIDE MIN OF 5O) 1JWN MEA OF®) I USE 1"OR 2'MAX. /10x1/2'S. /10x1/2"S.M.S. I _—___ (AS APPLICABLE)x2"x1/8"XON-2' 0 16" -----•- ® 16" O.C. ok -•___—_ 4 (6063ALUMINT8 ALLOYUM CUP)ANGLE ' 4 , , (2)1/4-0 1TAPCONS ANCHORS TO WALL AT 1"O.C.(LOCATE AT S SEE DETAIL E FOJ e e e SIDE CONNECTION ) DR ® EITHER SIDE OF®) 1 OR ;1OR ® SEE DETAIL X FOR ) w®e TO TRACKS �� SIDE CONNECTION ©m®mV"Om8 0•I(D3m SEE10e CONNECTION FON 4 ©m®m®•O7 m® f0+®m TO TRACKS m m6.7 m 8 0,®m f 0• m ® ©`� °A TO TRACKS 10•®a°®•®m©'©m 70'©m®.®m®.©m 1p'.©"©`®°'©•®m 6.O.©m 6•Q7•®m .. 6.O7 . ®'®m®'®m�`®mp'® O.OmO•®m�•Om�® O O ® ®m®O ®•® O`®m0•®m®•®m®� END CONNECTION DETAIL 90 EMD CONNECTION DETAIL® END CONNECTION DETAIL® END CONNECTION-DETAIL(g) 3 REQUIRED ONLY FOR SPANS GREATER THAN 12•-0• POURED CONCRETE OR DOSONG GLASS REQ BLOCK WALL EX ANG 4 4 z --- -1 _ MM.SEPARATION #1 1/2"S.M. ----^-- _ ----------- TO GLASS(SEE 0 16" .C. MN.SEPARATION y b L------ SCHEDU1 �B1ADE 1Q OAN CONC FTE 1/2"MIN. SCHEDULE ONON SHEEr TO CLASS(SHEETSEE ___ t) OR®OR@OR ON SHEET 19 FOR ANCHOR® 11 FOR BLIDE(DAND - - 0ORQOR(9OR(@ CONCRETE BIADES(D& 72 O.C. 5 SSHf O&FOR 4' ---- ----- ANCHOR FQ Q "'-- OR@ f6' 1/2 MIN. 1 2" O.C. - _ 611N. `EQ G OR®OROOR 2"MIN. 2"MIN. ®SEE UMRATIONS OF USE FOR VIEWy 5 BLADE QA ON SHEET 19 Q OR 1 3 OR(qOR@OR(p e 1 OR W PLAN DETAIL X 1 OR Q m®mto.®m POURED CONCRETE OR ar®m©•Q7 m©m1O.®m �_ CONCRETE BLOCK WALL 10•®m©•OmQt©� REQUIRED ®`O•�w©•O'®m 9 HV BLADE OR M HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL® ®•®m®•®mom•®��'® END CONNECTION DETAIL© O.Om®•®mph RORIDA BUILDING CODE(Mon High Velocity Hurricane Zone A.j�(���%o� ©2015 EASTERN METAL S4PPLY,INC EN �'- BERITHA �vTM = ®® Accordion Shutter System 88 m ® HV.BLADE#1 W/O2 W/0 HV.WINDOW BLADE Arnertc®n Shutter SystemsLy H DESCRIPTION DATE DRAWN BY: ML z = TILLIT TESTING & ENGINEERING COMPANY STATE OF '�` 0355 N.W.ism.s.,fit.305,VMGM WIDEN%FLORM 331 Associarson, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 f Ph.n.:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive z a-math tilteco40aol.nm West Palm Beach, FL 33407 3 DRAWING No /�cS'••••••••••`C? �� EB-0006719 -085 sI E\���� WALTER A TILLIT Jr.P.E 4 1� P_E�hilj 115 %RE/DATE FLORIDA U..g 44167 s SHEET 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN'' "L+" OR "L-" * " IAXIMUM SHUTTER SPAN L+- * NOTES: MAXIMUM SHUTTER SPAN L+" *" (ft.). FOR INSTALLATIONS W/ C OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION I FGEND CE NERH.V. L K or or INSTALLATIONS W/ W SYMMETRICAL CENTERS CONCRETE & WOOD (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK or ®oT or & HD LOCK ®W/NO LOCKING RODS or ONE HV LOCK or or 8c OR W/ MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. W� ONE HV LOCKS NO LOCKING WALL A, B, C. D. E, M, N, O,'P, 0, L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES®&®W/ ONE HV '7" W/ NO LOCKING ROD ®® ODS MOUNTING F, K & R. 5, & A.S.D.DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t,1t) (VAUD FOR MOUNTING 11 (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES ttF SHEET 7) FLOOR/CEILING G, H, 1, 11, J T. U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEIUNG: CONCRETE&WOOD INSTALLATIONS 0 CONCRETE&WOOD MOUNTING AS. CONCRETE DDESINGN ASAI.DESIGN '1 aN ASCD.D0GN INSTALLA 0 S & M GIVEN A POSRiVE AS.D. DESIGN PRESSURE RATING, PRE•SWRE WALL MOUNTING FLOOR/CEIUNG PRIM1RE WALL MOUNTING PRESSUREDETERMINE MAXIMUM SPAN -L+" FROM SCHEDULE. MOUNTING RAM0 RATM & 110110 FLOOR/CEILINGTIN NG MOUNG GNEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, FLOOR/CEIUNG MOUNTING �•6') (P•aIJ (p.al.) 1. OR (+oR—) (+oR—) FtoO' A11.MOUrmNc DETERMINE MAXIMUM SPAN "L-"FROM SCHEDULE. L+ (11) L-(R) L+ (fQ I L-(RJ L+ (R) L-(R) L+ (R) L-(R) MAXIMUM SHUTTER SPAN -L+-OR"L-"FOR 30 OR LESS 16'-0" 16'-0' 16'-0" 16'-0" 30 16'-0" 16'-0' 30 16'-0" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL To THE 35 14'-10" 14'-10" 15'-2" 16'-0' 35 14'-10" 14'-10" 35 15-2- 16'-10" 105 psf.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN"L+"AND"L-" 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'• 74'-3° 45 13'-1" 13-1' 4513'-4" 14'-3" 1• HV CORNER CENTERMATE/13 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 72'-5" 12'-5" 12'-8" 13'-7" 50 12'-5" I2'-5" 50 12'-3" 13'-1" MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/Fl_OOR/Cf7LING 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; 70 10'-6" 70'-6" 10'-9" it'-5° 70 10'-6' 70'-6" 70 8'-9" 9-4" L1+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+=MAX. SPAN FOR FLOOR/CEILLNG MOUNTING 75 10'-1" 10'-t' 10'-4' 11'-1- 75 10'-1- 70'-i' 75 - 8'-9' j tf EXCEPT THAT MAXIMUM SHUTTER SPAN"L+"OR INSTALLATIONS. 80 9'-10' 91-10" 10'-0- 10'-9" 80 9'-10- 9'-10" "L-"AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6- 9'-6- 9'-9" 10'-S" 85 9•-6- W-6" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING. 90 9'-3" 9'-3° 9'-5` 10'-1' 90 9'-3- 9'-3" SHALL BE UMRED AS FOLLOWS.- DETERMINE 95 9'-0•' 8'-9" 9'-2` 9-10- 95 9-0" 8'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING L7-=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9" 8'-4" W-O" W-7' 100 8'-9" 8'-4" LIMITED TO +64,-72 p.s.f. AND 8'-0"SPAN, SEE L2-=MAX.SPAN FOR FLOOR/CEILING MOUNTING MOUNTING MQ ON SHEET 7. INSTALLATIONS. 105 e'-7' 7'-11" 8'-9' 9'-4" 105 e'-7" 7'-11' 110 W-4" 7'-7" 8'-7' 9'-2" 110 8'-4" 7'-7° FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 7'-3" 8'-4- 8- " 115 1'-2- 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN -L7+','L2+", "L7-°AND"12-" 120 8'-D' 6'-11- 8'-2" 8'-9-. 120 8'-0- 6'-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 8'-0° 8'-5' 125 7'-70" 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8"- 6'-5" 7'-10- - 130 7'-8- 6'-5" MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7.7- 6'-2" r-9` r-9" 135 77" 6'—r WIND ZONE SEPARATION SPACING. 140 r-5" s-11" 7'-7" r-6" 140 7-5' 5'-11' ASTM E-1996 145 7'-3" W-9" 7'-5° 7'-3" 145 7'-3- 5'-9" TO GLASS ISO 7'-2" 5'-.7" 7'-4' 7'-0' 150 7'-2- 5'-7' 155 7'-0" 5'-5" 7'-2" 6. 9" 155 7'-D' 1'-5- 1 THRU 3 1" 160 6'-11" W-2" 7'-1" 6'-7' 160 W-11" 6-2" 165 6'-10- 5'-i" 7'-0" 6'-4- 165 6'-10" 5'-1" 170 6'-91 4'-11- W-11- 6'-2" 170 6'-9" 4'-11' 175 6'-7" 4'-9" 6'-9' 1-0", 175 6'-7" O BLADE 180 6'-6' 4'-8" 6'-6" 5'-1p- 180 6'-6" 4'-8" 185 6'-5' 4'-6- 6'-7- 5'-8' 185 6'-5- V-6' 190 6'-4" 4'-5" 6'-6' 5-6" 190 W-4" V-5' 195 6'-3- 4•-3- W-5." 5'-5" 195 6'-3- 4'-3° 200 1 6'-2' 4'-2" 6'-4- 5'-3" 200 6'-2- V-2" 205 1 6'-1- 4'-1" 6'-3' 5'-1" 205 6'-1" -1-4'--1' 1 FLORIDA BUILDING CODE(Non High Velocity Hurricane zone 1`7(tIt11TITT�fT717 ©2015 EASTERN METAL SUPPLY,INC. BERTHA KV-rm ILE C® INC. ®& ® ® Accordion Shutter System —�a H,V.BLADE#1 W/OR W/0 H.V.Wl=W MADE �m®t'�C®f9 SF1U$4®P Sj/SP®fT13 EV,N DtscRIPnDN TILUT TESTING & ENGINEERING COMPANY DATE DRAWN BY:M60.V.LG. Itl0 Association, Inc. 1 OLD 11-192 4/13/15 oATE: 4/13/15 6755 N.W.-361h.St.Ste.ADS.VIRGRM GARDf31S,FLDFUDA 73/6 s Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2SlAlt pRAWING No = Z a—maR:Hitaca®aat.cam West Palm Beach, FL 33407 3 D,���cc•.fCOR10?.•���� WALTER A.110LLIT1Jr.P.E. 1J=®8J `Fi tS QI��IG E/DATE FLORIDA Uc y 44167 6 SHEIEIT OF 2D �_o, i �. . ItA :�-_ i. :t� :.• ' �: "!�! 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Q_ ' mmoni� onioni�m®�aQ�an©�m®��ooQilnRi�' W oA�oa�w�lQr��oniiaui��npm1 'ELlmQQRQQR.iitmnQRQon:irllmQraoQQl�a: icliQOianoRflE2DdQoatoQ;Q�lE�Rl3l7®Ci�ea, iI1mQ�RRQQiGImoQRQRIv.[clmuea�li�oliQv:raorovQQaolraE�Q�I�IQQo�Rwvo�l©RIA�iR * , ' aQiEmi0RR0OiRTsmo�woR6RliQIO� DOa �, QLO�� � � IfLit�anRQQQ'I�lmsaQQran�a'mlmlvicloQQRIIOQRlEQ ®Q��ICSQol7 Wax Elio F7E1000nQOQ,R�iEiEol7Rl�dR �[elQ RR6iR®RQQQQlitmRRORI•QIOQIOQI�aRQRQRiEQQQQQlDII7Elmi>IE7€l�9dR msai ono Ri�oQQoiQoomloQIMii�QRi�a'raQo QRQRrapoleaoQ�IIQOQmmtil�oo iLIQ�QRQ�L7 Qt9QpQQQQQR.7 iClaQQfZQQQ:i17RpQaRRRRQG/QOQf�QR'IAiE�ilOirrpO�' iclQi7QQOI�i�ilRaMCII 'i=011 lAi�gowaaQiloQi� QO��GQiIOQRRi0oo�oCiQloonpol� ©Qilolo LiIQQ R t iLIQQ�RQQRiLlQQQQQQO6lQ QpQQQO�Q QQQpR:I�r1OQQQQRR7GEi1;lmQClEM GSlEiO. ._iLEoraRa;S. ,ol/asllROn;mii�o�aclCi>oilla;t�ir7iO.Qlcacla FagoR�aQ�ioir>1i71QdOQEaiioil7F It t 1 fl • 1 ©-� i a.. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES INC. RW (SEE MOUNTINGS E,0,&N ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POU- /� �KOCK POURED CONCRETE (A) TO EXISTING POURED CONCRM-(Mln.Ye-3 ksj UwMUM EQWALL SILL MOUM114G ©CEILING MOUNTING HQ FLOOR MOUNTING -1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM'TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BLUDFX.(Mm.I'c=3 ki) RAN ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOUO�SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Mm.1'c=3 ks) ��1&Gn1NE PI�I1E MIT-W- IIISIXI IIEGAIME (W; .OLSCN 1EGUR PMSM RATING(00 -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTIENM DIRECT,INC.(Min.f e=2 kai) 38 40 60 75 90 720 160 205 30 40. 60175 9 12D 0 205 30 40 601 75 90 120 760 205 TAPCON OR -1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 9 -8 a 6 5S 14 12 70 s e s 6 14 72 10 9 a a 6- TAPCON a HRMF WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 7HRFi10FORM TECHNOLOGY R LESE 14 12 10 9 8 8 6 6 14112110 9 8 8 6 6 14 12 10 9 a 8 6 e ALL POINTS SOLID-SEr (Mtn.f'c=3 ks� OR 74 12 10 11. 8 B e s 14 12 10 9 8 8 8 0 14 12 10 9 8 8 6 S NOhS: 14 12 10 9 8 8 8 7 14 12 10 s B 8 6 6 14 12 10 9 8 -a 6 6 BLUE TAP'W/CAP 14 12 10 9 B 7 55 3.5 to 72 10. D a B 6 6 14 12 10 9 a e s 5 TAPPER+ A7)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRE ADFORIl TECHNOLOGY ANCHORS AND TAPPER+ 14. 12 10 0 8 e 6 6 14 12 10 9 8 8 6 6 14 12 10 9 6 a 6 55 ANCHORS IS 1 3/4�,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2" 4'-0" 14 12 10 9 8 8 6 4 14 12 10 9 8 B 6 4S 14 12 10 9 B 8 .4 3S 14 12 10 s a 0 6 4.5 14 12 10 9 8 6 s 55 14 12 10 9 B B 6 4S A2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4"ALL POINTS SOLID-SEr ANCHORS SHALL Be 7/8"INTO THE POURED CONCRETE NO-EMEIEDMENr 74 12 tO 9 75 55 3.5 - 14 72 10 9 B B B b 14 72 10 9 B 7 55 4 e SEE u A17oNs OF USE FOR INTO STUCCO SHALL BE PERMITTED.1/4 0-20 SS.MACHINE SCREW USED SWILL BE 1 1/2"LONG MINIMUM SHOULD STUCCO DOST,AND 5'-0" 14 12 10 9 e. 8 e 6 14 72 70 9 B B 6 SS 14 12 70 9 8 B 6 45 BIPDE IA ON SHEET 19 1'MINIMUM FOR WALLS WITH NO STUCCO, t4 /E 10, 9 8 7 4 - 14 12 10 s 8 65 5 3.5 14 12 10 8 6S 5 35 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 8 7S a.5 - 14 12 10 9 8 8 5 4.5 14 12 10 9 8' 6 4.6 75 ANCHORS SHAD.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL.FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 72 9.5 7.5 65 45 - - 14 12 10 9 a 75 5S 4 14 12 10 9 B 6 4.5 35 NOTES A. &A.2)ABOVE FOR INSTALLATIONS ON'Vlm'L SIDING OR 13FS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-O" 14 t2 70 9 8 8 6 - 14 12 10 9 B B 6 5 14 12 10 9 8 65 •S 3S INSTAUARON INTO EIFS WITH METAL STUDS SEE SHEET 20. t4 12 l0 9 7S 5S 3 - 14 12 10 &S 7 U. 4 3 14 12 B 6.51541 4 3 14 12 10 9 8 6 - - 14 12 10 9 a 65 5 75 14 12 10 85 8 5 4 (B) To EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 85 55 3 - 14 12 10 9 8 BS 4.513.5 14 12 10 B 1 7 1 5 3.5 3 -1/4"0 TAPCON OR TAPCON WIM ADVANCED THRFi1DFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 71-0" 14 12 10 9 8 8 - - 14 12 10 9 8 7 5 1 4 14 12 10 9 17.515.5 4 3 -1/4"0 x.3/4"ALL POINTS SOUD-SEr ANCHORS.AS DISTRIBUTED BY ALL POINIS SCREW,BOLT&SPECIALTY COMPANY. 14 12 TO B 6S 4 - - 14 12 9 75 5 4.5 3.5 - 14 10.5 7 5.5 45 3S - -1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIOA FASTENERS DIRECT,INC. 14112 10 &5 7 4 - - 14 12 10 9 7S 4 - 14 12 9- Z.7S 4:S - - -1/4`0 TAPPER+ANCHORS AS MANUJFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY All POINTS SCREW,BOLT&SPECIALTY a 11 7 5S 4S - - 14 12 10 9 7. 55 4 - 14 12 9 7 6 45 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGI%j WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. g.-0" 19,112 10 9 8 6.5 - - 14 12 10 9 6 4 - 14 12 10 B 65 5 3S - N071S: 4 12 a5' 7 55 3 - - 14 12 8 6S 55 4 3 - 25 95 6 5 a 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 7/4"AND TAPCON is 72 ss ZS 6 - - _ 14 12 is a eS 6 - - I. Lz 8 s 0s 4 - Y➢IH ADVANCED 7HREADFDRM TECHNOLOGY ANCHORS S 1". 13 9.5 &S 5 3.5 - - 14 12 10 8 6.5 5 - 14 12 8 6.5 5 4 14 12 10 9 8 - - - 14 12 t0 9 7S 45 - - 14 12 8S 7 5.5 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.5 75 8 4 - - - 14 12 7 5S 5 3S - - 11 8 55 4.5 35 - - - 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 8 84 4S. - - - 14 12 0.5 7 55 4 - - 14 10S 7 55 6 4.5 - - EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. IIS&5 10 4 - 14 12 B 7 6 4.5 - - 14 11 7 55 45 35 - 14'12 10 s 7.5 - - - 14 12 10 8' LS 5 - - 14 12 8 6 5 4 1 O'-O" - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 i0S 7 5 35 - - - 13 95 6.5 5 4 3 - - 70 L5 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SWELL BE AS INDICATED ON 14 71 75 55 - - - - 14 IlS B, 6 5 4 - - 2S 95 6 5 4 4 - - NOTES B.7)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGWEM. O5 8 5 - - - 14 T2 8 65 55 4 - 13 10 6.5 5 4 3 - FOR INSTALLATION INTO EIFS WfM METAL STUDS SEE SHEET 20. t4 12 10 - - - - - 14 12 9. 7 6 4.5'- - 14 10.5 7 55 4.5 3.5 - 25 9.5 5 - - - - 12 9 6 4S 4 3 9 7 4.5 L5 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 14 70 7 - - - - - 14 TOS 7 5.5 45 - - - 1.5&5 5.5 4.5 3.75 - sS 7 4S - - 14 115 7.5 6 5 - - 72 s 6 45 4 - _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RFIARONSNIP FOR ANCHORS. t2'-O" 74 12- 10 - - - - - 14 12 8 6S 53 - - - 13 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDUL FOR ANCHORS IIS 8.5 6 - - - - - 11 8 55 4 4 - - - 8 8 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 13.5 9S 6 - - - - 13 95 8.5 5 4 - - - OS 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE TTY THE FOLLOWING FACTORS. 9 65 - - - - - - 14 tO.5 7 55 4.5 - - 11 8.5 5S 45 3.5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 14 115 75 6 5 - - - 12 9 6 45 4 - - - FACTOR 10 75 5 4 3 - - - 75 55 4 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER.+ u 8.5 - - - - - - 12 s s a5 a - - - ss 7 s a - - - - EDGE TAPCON ALL POINT SOLID SET gWE TAP W/CAP 13 95 65 5 - - - - 0.5 75 5 4 - - - - V ��DQ: O DILTANCE THRFJilTFORM TECHNOLOGY MIN_SPACING 14 12 - - - - 14 105 7 55 - - - - 11 9.5 5.5 a.5 - - - - ED. MIN.SPACING=3" MIN.SPACING-3" MIN.SPACING=3 1/2" MIN.SPACING=3' 3 10 ]S - - - - - - 9 7 45 3.5 - - - - 7 5 3.6 3 - - - - 1 H1! ® POURED CONCRETE& p0UM)CMMM WIICRE(E GmT POURED CONCRETE& POURED CONCRETE&Pa RED OMICRETE DDICREE GOO( n CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLACK 115 8 - - - - - 11 8 5S 45 - - - - 9 BS 4.5 - - - - - ' WINDOW NLN.ED-3' 1BN E 1.3 1/Y MN.ED.=2 1/2' MN ED.=3 1£ WN ED. WL ED-'3 7/Y EN.W.-2 1/2" 7.5 - - - - - - - 12 8 6 - - - - - 9,5 7 4.5 - - - - - 3" 7.0 0.90 1.0 0.78 ED. 0,84 1,0 15'-0'd'7 _ - _ _ _ _ _ 3.5 10 6.5 _ _ _ _ _ 0.5 8 5 - - _ _ _ BLADE WORKING S 65 fi 3 - - _ _ _ 2 1/2" - 0.81 1.0 - - 0.67 1.0 a5 e s - - - - - BS s a - - - - - IN UNISON* z• o.7t o 1 _ _ _ _ _ _ _ 1.5 65 5.5 - _ _ _ _ 9 65 4.5 - - - - - 1 3/a" - 0.91 _ _ - 0.43 16'-0" 25 95 6 - - - - - 10 75 5 - - - a 6 4 - 6 4S 3 1 i/2 0.35- - - - - - - 9.5 7 5 - - - - - 8 6 4 = - - _ = FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone '"'N.T1L�/T''.,, O 2015 EASTERN METAL SUPPLY,INC. BERTHA EN � TT.F ® aRaC. Accordion Shutter System c= ® ® ® ® KV.MADE#1 W/oR W/o KV.WNDOW� ff :V"j American Shutter Systems EV.N DESCRIPTION ➢AlE DRAWN BY ML %� TILLIT TESTING & ENGINEERING COMPANY STAT4 DF : 6365 N.W.36th.SL,St.305,WGINW CARW S,FLOR10A 33f6E Assoc1ction1 Inc. t OLD 11-192 4/13/15 DATE: 4/13/15 Phone:(305)871-1530.Fox:(305)671-1531 4268 Westroads Drive 2 QEF., OR 06719 \`�� e-mo;®yoemocol�m West Palm Beach, FL 33407 3 DRAWING No 8/00 �L01"` WALTER A TILUT Jn P.E. 4 �5"085 P.E.�fgl'At1f�1�e�ATURE/DATE ARIDA Lm.g 44167 5 SHEET 6 13 OF 20 MMUM ANCHOR-0 ACING (]n J SP HEDUI FOR A GIVEN Mnx SHIn n R �Aty�, A S.D-DESIGN NEGATIVE PRESSOR- RATING AND A CORRESPONDING MO Pv^!NG TYPE FOR CONCR OR ONCREfE BLOCK INSTALL ANIONS (SEE MUUNNNGS I,J.K 8:L ON SHEET 7). 1 WAOC OYER 8: 1 TRENCH CONCRETE POURED.00 CONCRETE BLOCK ANCHORS SPACING LE-GEN D AlA10DUY 9w-62 (2J RAINGUARD MOUNTING (g)WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTINGSPM TAPCON OR' (0) ASD•UF.9GN NtTNNE PRIMS E PAW OESN711gG1 M TN - .DESIGN tIEG9NE P86S91RE RAPID .Dwffl NEGM PRF551AiE RATnc TAPCON WITH ADVANCED 30140.16017S 190 11201160120! 30 140 60 175 1 Sol 12611 0 205 30 140 160 175 90 112011601205 30 40 60 75 BO 120 160 205 THREADFORM TECHNOLOGY 14 72 10 9 8 B 6 6 12 72 12 12 12 6.5 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET X-0" 14 12 10 9 8 a 0 8 12 12 12 12 12 12 95 7 7 7 7 7 7 7 7 7 5 S 5 5 5 5 a 5 R I73S 14 12 10 a 8 8 6 B 12 12 72 12 TOS 8 6 45 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 '9 a 8 6 6 12 42 12 12 12 10 75 0 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 72 70 0 8 8 6 e 12 12 12 12 11.5 BS BS 5 7 7 7 7 7 7 5.6 4 a 6 5 5 5 5 4 4�-0' 74 72 10 9 8 8 6 6 12 12 12 12 12 9,5 7 5.5 7 7 7 7 7 7 7 7 6 b b 5 5 5 5 5 14 12 70 9 B 8 6 6 12 12 12 9.5 a 0 45 3.5 7 7 7 7 7 7 6.5 5 5 6 5 5 5 5 5 5 14 12'10 B 8 8 6 6 12 12 12 72 10 7.5 55 4 7 7 7 7 7 7 7 55 5 S 5 5 5 5 5 5 14 12 10 9 B 8 6 6 12 12'12 17 9 7 5 4 7 7 7 7 7 55 4 3 5 5 5 5 5 5 4 3 14 12 lD 9 8 B 6 6 12 12 72 12 10 7S 5.5. 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 B 8 8 6 /2' 12 9S 75 8 4.5 &6 - 7 7 7 7 7 7 6 35 5 b 5 5 5 5 5 4 14, 12 10 9 0 8 6 6 12 12 7219.518 6 45 - 7 7 7 7 7 7 5S 4 5 5 5 5 5 5 5 4 SEE ANCHOR 14 12 10 9. 8 a 6 6 12 1211.519 7S 5.5 4 3 7 7 7 7 7 4.6 3S - 5 5 5 5 5 45 &5 - SPECIFICATIONS 6'-0' 14 12.10 9 8 a 6 6 12 12 12 10 a 6 4.5 3.6 7 7 7 7 7 7 7 7 5 9 s, s 5 5 5 5 ON SHEET 13 14 12 10 9 8 e B 6 12. 12 8 6 5 4 3 7 7 7 7 7 5514 5 5 5 5 5 5 4 3 14 12 10 9 B 11 6 6 12 12 10 8 65 5 .75 - 7 7 7 7 7 6 A5 - 5 5 5 5 -5 5 45 - 14 12 10 9 e a 6 0 12 12 10 8 BS 5 3.5 - 7 7 7 6.5 65 4 5 5 5 5 5 4 3 .7.-D. 14 12 10 9 8 8 B 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 40 9 8 8 B 6 12 IO 65, 5 4S 3' 7 7 7 7 65 5, 3 5 5 5 5 5 5 35 3 14 12 10 9 8 e s 6 12 12 8S 7 SS - - 7 7 7 7 T 5 - - 5 5 S 5 5 5 4 - Q VALID ONLY FOR UP TO +70, -75 14 '12 10 9 8 8 6 - 12 12 8.5 7 6 4 3 - 7 7 7 55 45 3 - - 5 5 5 s 4.5.3.5 - - PSF AS.D DESIGN PRESSURE 8.-�. 4 12 70 9 6 8 6 12 12 0.5 7.5 6 35 - 7 7 7 7 7 7 7 4 5 @ 5' 5, 5 5 5 s RATING & FOR SPANS PER 4 12 10 9 8 8 6 - 12 9 6 45 4 3 - - 7 7 7 7 5S 4 - - 5 5 S. s 5 4 3 _ SCHEDULE 3, SHEEP 11 14 12 f0 9 8 8 6 - 12 11 7S 6 5 .76 - - 7 7 7 7.6 6 4s - 5 6 6 5 5 45 - 14 12 10 9 a 6 - - 12 15 75 6 6 3.5 - 7 7 6.5 5 4 5 5 5 S 4 3 9.-0. 14 12 10 9 8 6 - - 12 12 95,6.5 55 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 9 8 8 - - OS 8 6 4 35 - 7 7 7 0 5 3S - 6 5 5 5 5 4 3 14 12 10 9 8 8 - - 12 10 65 5 45 - 7 7 7 65 5.5.- 5 5 5 5 5 h 14 12 10 9 8 8 - - .12 OS 7 5S 4S 3.5 - 7 7 5.5 4S 35 - 5 5 5 45 35 10�-Oe 14 12 10 0 8 8 - - 12 11 8.5 6 5 35 - - 7 7 7 7 7 7 45 - 5 6 6 5 5 5 5 45 74 12 10 9 8 B - - 9S 7 4:5 15 3 - 7 7 7 6.5 4.5_1-_ 5 5 5 5 4.5 3.S.- 14 S - 74 '12 10. 9 8 8 - - 12 9 6 5 4 7 7 7 6 5 5 5 S 45 5 14 12 10 9 B a - - 12 9.5 6 5 4 3 7 7 5 4 3 5 5 5 4 3S _Cr 14 12 10 9 8 8 - - 12 10 7 5.5 45&5 - - 7 7 7 7 7 7 35 - 5 T. 5 5 5 5 5 4 /� yy �' a 14 12 10 B 8 a - - 8S 65 4 3S 3 - - - 7 7 6 5 4 - - - 5 5 5 5 4 3 - - 6...p®,/ BLADE 0 N LY 14 12 10 9' B 6 - - 11 8 55 4 - - - - 7 7 7 5.5 4S - - - 6 5 6 5 45 - - - 0 1 P7 14 12 10 9 8 - - - 15HIS 5S 4.6 3.5 - 7 7 45 3.5 - 5 5 45 3S 3 12•-0"14 12 10 9 8 - - - 12 95 &5 5 4 3 - - 7 7 7 7 7 a 3 - 5 S 5 5 5 5 4-513S 14 12 10 9 8 - - - 8 6 4 3 7 7 55 44 3S - 5 5 5 45 4 3 14 12 10 9 8 - - - 10 7.5 5 4 - - 7 7 B 5 5 5 5 5 4 1.4 12 10 9 8 - - - 05 8 5 4 3S - - - 7 a.5 45 35 - - - S 5 45 3S 3 - - - 13-D"74 12 70 9 B - - - 15 aS B 4.5 35 3 - - 7 7 7 7 7 4S - - 5 5 5 5 5 5 4.5 3.5 14 12 10 9 8 - - - 7 5,5 35 3 - 7 7 5 4 3 5 5 5 4 3 74 12 10 9 B - - - 9 7 4.5 .75 - - - - 7 7 55 4S - - - - 5 5 5 95 4 _ - - 14 12 10 9 - - - - 10 75 5 4 3 7 6 4 3 5 5 4 3 14�-0' 14 12 10 9 - - - - 05 8 5,5 4 3.5 - - - 7 7 7 7 7 4 - 5 5 5 5 5 5 4 3 14 12 10 9 - - - - 65 5 3 - - - - - 5 4 14 12 10 9 - - - --3.5.6.5 4 1- - - 7 7 5 4 - - - 5 5 S 4 - - 14 12 10 - - - - - B 7 45 3.5 3 - - - 7 5.5 3S - 5, 5 3.5 3 15-0"14 12 10 - - - - - 10 7,5 5 4 3 - - - 7 7 7 7 7 3S - - 5 5 5 5 J55. 4 314 12 10 - - - - - 0 95 3 - 7 7 4.5 3 5 5 4S 35 14.12. 1 - - - - - B. B 4 _ - _ _ _ 7 7 _ _ _ _ 5 5 _ _14 12 10 - - - - - &$ 6S 4 35 - 7 SS 3316�-0"14210 - - - - 95 7 45 3S - 14 12 0 - - - - - 8 45 3 - - 7 6.9 414 12 10 - - - - - 7S 5S .75 - - - - - 7 7 4.3 _ = FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone �tR A. T��/////j/ @2o15 EASTERN METAL SUPPLY,INC. e �{,��p .�P� _........,, ,l BERTHA NTH DC7 TM � .Accordion Shutter System ® I Iss9 ® H.V.LADE#1 W/OR W/0 RV.WWW W BLADE «/ TICCIT TESTING & ENGINEERING COMPANY American Shutter SystemsEv.H D9SCRIPf10N oat¢ DRAWN BY: ILL M1 STATE OF 6355 N.W.36th.St,Sm.305•V:RGM GARDENS.FLORIDA 3316C Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 Phon4:(305 871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 ORIS D �4�` a mail:tiltem®aolrnm West Palm Beach, FL 33407 3 DRAWING No //'�s/ONAL E�G\��. ED-006719 15-085 / �� WALTER A.0 11LLR Jr.P.E. � a P.E. SEA/CQNAiIUIDATE FLORIDA V.6441x7 s SHEET s 14 OF 20