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HomeMy WebLinkAboutProduct Approval y '} p, BCIS Home Log In � User Reg(stration Hoot Top1-5 uA",Su charge Stats&Facts Publications ; FBC Staff BCIS Site Map I Links Search P 0 ddc Deparn_( , Busines Professirral ProductApproval USER:Public User Regulation Product ADoroval Menu>Product or Aoolicatinn Search>Application List>Application Detail PMO6 5 f .%a,.•�, ,yo MAO FL# FL389 R8 Application Type Revision Code Version 2014 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 R 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 ( Validation Checklist-Hardcopy Received Certificate of Independence (1.389 R8 CO_(:1V ACCORD ION.GI NONIIVHZ.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 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 11-A_S=S_A,.INC. DRWG.15-086.p 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,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 pressure ting of+72,-72 and 84"for+64,-64 psf.See 5 for ther spans and ASD pressures. 389.2 FBertha HV Accordion Shutter Blade Extruded aluminum interlocking blades retained by tracks nly-(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.Ddf 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.Ddf 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 HVi 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 15-084 (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.Ddf 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 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back - Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::ACCessibllity Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Si'CUYIl`At4:T`tFtCti 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. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED SY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. AREA: HV BLADES(1)& IN ORDTO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS ER �A BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 TLRRU 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%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS bM 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 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE G) #0214.01-03,#0715.01-03, +1004.01-05,#1214.01-05, #0317.02-06,#0609.01-10 AND{00210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=%86 AREA 2: HV RI AnF n AND HV WINDOW BLADE dlA AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&$1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE WHERE APPLICABLE) -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND#0725.01-8B AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADE(D AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMMATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHE Er 7 CENTERMATE DETAILS HV SHEET 8 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHAT.BE#14x2.75'AND 814x1.75'RESPECTIVELY, 410-Hr MINIMUM SERIES CENTERMATE ALTERNATING DETAILS HV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 W,TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM D(TRUSIONS SHBE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 W AND 35.7 ksi FOR AT. MAXIMUM SPAN TABLES SHEEP 11 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL-304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksT MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.33.4. 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:FIV BLADE Q 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DErAJLS S-X.WOOD SHEET 17 HV BLADE( &6 WORKING IN UNISON: 12, 13& 15 END CONNECTION DETAILS 7-12 &X,WOOD SHEEP 18 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#5'779$82 COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S. PATENT 05'458.179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3• FIV WINDOW BLADE ONLY 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED To INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. 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 EW AND HD AREA 4• HV WINDOW BLADE n ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. ' 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WAIS SHEET 20 PLACED FOR EVER!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 T0. 13.(a)THIS P.E.D.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.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR's RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED 13Y ANY MEMOS. (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 SEA_AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 11111 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \\\\\\�.`>( �• t/ /�7j�' ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM '�?• <<�z' 0. , `�` IL 7ECO �r�c. A■S,S■A■ K�Acordio�n oh�utteSNDUN BLADE System American Shutter Systems REV.14. DLuRIRION DATE DRAWN BY: NL TILLIT TESTING & ENGINEERING COMPANY • TF � Association, Inc. 1 OLD n-1sz 4/13/16 DATE 4/13/15 OF 6311 N.W.3:h.SL,Ste.15 VIRGINIA GARDENS.1-153 SSt $�.�'• �' 4268 Westroads Drive z Phone:(305)871-1530.Fox:(305)871-1531 DRAWING No i e-mall:4100067a01.<om West Palm Beach, FL 33407 3 ''-•i,,��s/pA lAL•E �` m-DDD67,9 15=085 YYYIDN 1 tAAA\\\\ WALTER Lk.#44167E 5 SHEET P.E. SEAL/S�IU}S�TURE/DATE 6 1 OF 20 Y,VOR-DOW 61AOE es it VARIES 1.918' 1,491_ 0 o M°x. 1.00' lZo� o !6S 0.454"S*�-1 cl Og i3 (� o a5 1 4.371' 5 4.385" 4.999" a r .375' a p 5 BY-90-1180' STARTER. 1 SO 1 3OHV UNIVERSAL FLOATER COVERED U tNI' 1? 5458179 QUALIFIED FOR USE W/ HV BLADEQ 4 HV DIRECT MOUNT Hv BLADE 0 1� HY WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 1960 - BLADE 1 .37 m EMPER 6063-T6 ALLOY AND TEMPER 3.226- 1.50o* 085* 570' y8 2.670' 3.556' x' ) 57 1.000- c1 994* .670" 2.226- 72 8M12 ' o 4.697' .815' .092" iv N O ��q • 4.438" 12* 0.072' 0.072" O HV AW, ADAPTER WAIP .920 3,226- QUALIFIEDBFOORREUSE'W/ HV ®HV WALK-OVERT CK Og HV TRENCH TRACK 55" - O QUALIFIED FOR USE W HV 'u ©HV U.-FLOOR TRACK 6063-T6 ALLOY AND TEMPER BLADE7 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY ADD TEMPER BLADE 01 ONLY. I HV RAINGUARD BLADE D • 6063-T6 ALLOY AND TEMPER UFIED FOR US VARIES 1.936" 6063-T6 ALLOY AND TEMPER "' E 1 "-' 1915' 0 VARIES 1.936' 6063-T6 ALLOY A D TEMPER Max 1.917' 083' 083' m .083' m .08 .093' .093"$ w� 100' 2 .060" n .060- a .093" .093'o o 670 060" 670 14• 1.686- 4'1 670 3.520" 0 3 520" 670 �27q- 1 HV_HEADER/SILL 3 HD CEILING HEADER SILL 11 HV CEILING HEADER ® f O LLIFlED FOR USE W/ HV BLADE(1)ONLY. QUAUFlED FOR USE W/ HV BLADE 1 ONLY UA6063-T6 ALLOY AND TEMPE� QUALIFI DE 1 - 14 1�D WALL HEADER SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY_ UALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER x 1 COMPONENT A B T1 T2 X Y t 4104.XMNYAQ1t 2' 2" 0.125' 2- 5-MAX. 1/8- 1/80 3" 3' 0.090' 18 2• 5°MAX. 0.192' 0.192- 1 SIDE ANGLES 6 ALUMINUM ANGLES 19 2.5' 7*MAX. 0.190" 0.190- 0 CORNER POSTS Q HV FOR US BLADE( ALIFIED FO USE W/ BLADE 1 6063-T6 ALLOY AND TEMPER ® 2' 5'MAX. 0.139- 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM P� \ruENSF'�'= -- S A Accordion Shutter System 7 /TL E C O N C. . . . . H.V. BIADE#1 W/OR W/0 H.V.WINDOW IXXX * TIWT TESTING & ENGINEERING COMPANY American Shutter Systems EV,R OLsclaPnon GATE DRAWN t1r: u.l = Association, Inc. 1 OLD 11-192 4/13/15 oATE: 4/13/15 e. STATE OF ow N.w.assn.SL.Sk.3oS,VIRGINIA GQWENS.FLOMA aa1 4268 Westroods Drive z Ph°na (305)871-1530.Fax:(305)871-1531 DRAWING No fLORO ���`� ­6:61Lee°®°°I.°°m West Palm Beach, FL 33407 3 15-055 /��0" ' EB-0006719 4 FS'$/••••��\A``�5 WALTER A TILLR Jr.P.E. � ONA �. FLORIMA Ue,#44167 5 SHEET P.E. S�'t1/6GNVVME/DATE 6 2 OF 20 4.660' -929- 1/4'20 DIE CAST 4.576" 745. 2.!93 IN -1 2.293' .745' RAT=1D/2 ;1�;ED rta=ENAMEL S.S.M.S. D PAINTED (2 TYP,) TRZFADM DIE CAST 6 ryF HOUSN EL A • .062' KNOB. .318 NE` -1 1.325' 04i 875' 4, MKIM —41 a KEYS(OW.E (OMME PLATED) 21 HV,CENTERMATE f25 HV LOCK HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADED& ONLY 2 HV FLOATING EN ABFt ;T4, -T6 ALLOY ANO TEMPER AT3F(ED FOR USE Wj HV BLADI��T :-NLY .23, 875* QUALIFIED FOR USE W/ QUALIFIED aED(?R USE W1 W TFMI BLADE 1 & @ ON E & (B ONLY. 6063 (2_� H V CORNER CENTE_ QUALIFIED FOR USE W/ HV B 1 ONLY 250*O.D. 2.874" 6063 WE, PLASTIC HEAD _5118 1.756* .922' MOLDED To 4.045- SCREW 2Z79" 1.753" 6 MAIM PAI MASS -Vol AFTER RIVETING .06 .8 BEFORE RNETING 1/4"P--20 x 3/4" 114"0-20 RIVNUT* S.5. UMBSCREW. zo *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN .T 14 SHEET NUTSM.PART#0820.AS MANUFACTURED BY AVIDEL .32 CHERRY TEXTORN.PARSPPENY,KLV JERSEY 070S4 OR EQUAL PLAN FRONT ELEVATION HV MALE "T" LOCK CENLERMATE q4.56'51' LOCKER FOR 'T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE TONLY HV FEMALE -1" LOCK CENTERMAJE 14V 'T" LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ W 13LADE@ONLY QUALIFIED FOR USE W/ W BLADEBLADEM ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEM"TONLY W/W BLADE(D ONLY. 1.917 1.917 3.161 oa 4a -THLrMST1JRN W!r063' J.D CYLDER OR .214" .063 .06 .21 KEYINCYLINDER A'A .545- 0�875'Mi.. . HI) CENTER MATE W1 NO �QCKING ROD �g HD CENTERMATE WZ IOCKING ROD 40 n 6 0 - P. 1 125'M... — QUALIFIED FOR USE W/ HV BLADE(I)& UA QUALIFIED FOR USE W/ HV BLADEQ)&UA j- QUALIFIED ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INSERT VARIES, 12'MIN. QUALIFIED FOR USE W/ HV BLADE 1O&g AND 1 130, 6063-T6 ALLOY NO TEMPER P OR' �=THMISCREW-S. --f-CHUMSTUPIN! BEE DETAILS) 31/2 CYLINDER(SEE DETAILS) DO OR KEY tTT CYLINDER LOCKING ROD 375'0 HD LOCK QOZ UIE(j) 6063-T6 ALLOY AND TEMPER 6-6) HV 3/8"0-16 ACETAL w 20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SIERES 2333 HOOK SOLT LOCK. Z�1, 5 INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS — HV S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE(j)& G �E .R%%UV!!R#/,rp)J.V B 1 FLORIDA OUILDING CODE(Non High Velocity Hurricane Zone] M)"LLED AT TRACKS FOR PROPER EMBEDMENT EDF QUALIFIED FOR USE W/ KV BLADE(j) x%"Q ..... ....• ED 2015 EASTERN METAL suppLy,INC. E N Se BERTHA HVTM 11LIECO INC. Accordion Shutter System H.V.SLADE#1 W/OR W/O RV. ND0W MADE &S.S.A. American Shutter Systems my.M DESCfSPTM DATE DRAWN By- MA.TILLIT TESTING & ENGINEERING COMPANY 6355 N.w.35th,SL.St,.305,WGINIA GNWENS.FLORIDA 3316 Association. Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 All, 4268 Westroods Drive 2 Ph- (W�a7l-1530.F-:(305)871-1531 ..it:s¢eroQ6otwm West Palm Beach, FL 33407 3 DRAWING No S1 15 EB-008719 —085 P.E. SEk/SIGNATURE/I)ATE 111, 11111110% WALTER A.7Uff J'.P.E. 3 FLORIDA J..If 44167 SHEET 6 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 3/B"0 ".ICE .pp625' 41 P tJ Q HV BLADE 1 40 3® HV WINDOW BLADEHV BLADE 1ABLADE'S .1875' YHV LONG RECESSED NYLON BUSHING z x n KNUCKLE .0625 3 a F �I (n P) o.as2s' 0 HV SHORT RECESSED NYLON BUSHING b 3 I I R1.7 0 ® HV NYLON HAT WASHER O OR ® N N I j Fur s Rnory D(FERIORDOR /9/ 3 50" ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I N 4' I' 4 i n //02.8750' X 7 10.870"x3/16" THICK NYLON WHEEL 3 I I � 2 7/8'MIN. HV WINDOW 315'0 CLEAR 03. dj 0.188"0 AISI 302 SERIES S.S. RIVETS SEPARATION .0625' ,os2s' 37500 ® HV 1 3/4" ACCORDION PIN W 8 HEAD * EXTERIOR oaE�INcs f s s/a' SccnoN r_v / / # p ON C TIERS .7500' ® I-IV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 .,;, �a C�/a' FXIiIEIOR FlNpiION ® POLYCARBONATE IMPACT RESISTANT W WINDOW o ; Y I I BTIw�t1 TYPICAL HV WINDOW BLADE AND POLYCARBONATE HV WINDOW DETAIL (DOR ® 4 or N.T.S. ((SEE NOTE FOR I I i kEDUIREMENTS) I i AOR ® i *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE i I C. I 1ME RESINS, UV—STABILIZED GRADE OR SABIC TO BLADE B 1cnINNOVATIVE PLASTIC LEXAN 103 RESIN * I z 6 i I (SEE NOTE "F" ON SHEET 19). HV IN w 1 10 OR o - (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ff�4 1 � BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR ! L9 I ! POLYCARBONATE SOURCES FOR 44 i EXTERIOR HV 10 BLADE. TYPICSEMBLY TYPMAL PROPERTIES Wpa R _ N.T.S. HV PIN 42 OR�43�AT - 6F3T1'mlce "Ge11L7� (2) HV PIN ® MAY BE USED IN LIEU OF © AND ONLY AT EXT RIaR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O BLADE'S KNSC FOR �� ASTM 0292 ..ws ro/id O.D43 rol' BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. (SEE NOTE FOR TENSILETREQUIREMENTS) m1s1E nm sIRENctH Am D63H 9.100 Ret. 9,500 B I I URAL SIRERGM AT YIELD ASTM D790 12500 P..1. 13,10° Dai (3) HV PIN ® OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER 8j® 9ry5 i i �I FUDWRK Maaa"6 Az W VM 340.00°P.°'• 345.000 P'N' SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, I i Z0D i I I I ASTM 1)256 18 Fr-rof. 17 Fr- j. SHEET @ SMOKE DERSRY /STM D284 47.2 9 64.5 1 Mx WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT RATE DF 6uRNp1e ASTM D o-1 Cass o-1 CASs N.TS. N.T.S. 58F IGNff1oN f -01929 1010 T 960'F 1 ASIY C155 1ENSIIESTFtM M AFTQ1 WFA111ERM ARM 638 9302 p I. 6690 p.e.l. (-1) HV BLADE SOLID & HV WINDOW BLADE DETAILS R„a" fiff°�WFAREI6ND ASM 636 8961pai. 8080pa.1. N.T.S. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone r� // ©2015 EASTERN METAL SUPPLY, INC. `",%, ........ . BERTHA HVTM �� fTiLrEC011.c. Accordion Shutter System KV.BADE#1 W/OR W/0 KV WNDOH BADE American Shutter Systems EV.N. DESCRIPTION DATE DRAWN BY: M.L. TIWT TESTING & ENGINEERING COMPANY Tf ASSOCIatIOn, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 • 1gTE OF - 6355 M.W.36th SL,STC.305,WIGINM G ROENS,FLORIN 3316 • Phan.:(305)871-1530.F..:(305)871-1531 4268 Westroods Drive 2 DRAWING NO ,F�y;•.•DRIDa .• t��;` e-m.9:6tt.-G.W.— West Palm Beach, FL 33407 3 15-085 EB-0006719 WALTER A.TLLR JSHE J.P.E. a P.E. f(SIlS1C��URE�DATE FLORIDA U..@ 11167 6 4 OF 20 ® ®� © ®•®m ©•® © * OTES O V LO S AND C ES: D c c 1.MANGAIDRY CONDRION i1: ON W LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN ®*® u N s T D ®'�7'`"�•tlJ°"� OR 12'ABOVE OR Bf 1�OW 2 0 SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTAUTIONS AT ANY �lJ ELEVATION. HV LOCK 2�or MA BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR CENTERMATES W/(2) 1/4'0-20 x 1 2'LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. IlElk 2. OPTIO `IF DES ED, FORBETTER PERFORMANCE OR FOR SECURfEY PURPOSES, UP TO TWO HV LOCKS , OR MAY BE U AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR SHALL BE AS INDICATED NOTE(1)ABOVE LOCA ON OF LOCKS SHALL BE INDICATED ON TYPICAL SHUTTER ELEVATION. o�c Nyve- xLOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY ° 4 ars 55Ors96 oxC0 a+®i O1® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS® OR AN ALTERNATIVE DEVICE v MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY CONDfiION i2.ONE W LOCK®r g'�®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN a6= AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 4l or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TOT(? CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FIAT HEAD S.S. M.S.TWO LOCKING RODS rb�a AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. xue-Nvc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. aid 49 $ 0 5. gg3' ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK 0r FOR ANY SPAN AND O SRg=� QG� IN TIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT III 3 inS= OF 1/4'0-20x3/4'S.S.THUMBSCREW TO©OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. x y D g RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. �® 6. MANDATORY CONDITION 0 FOR KEYSTONE MQUINTING INSTALLATIONS- ONE W 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. W 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 FLAT 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®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON FF SHEETS 10& 16 TYP. FULL IIV *N_OTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER vx1.SFMND ILTFRh TE TO M.NDATORI'CONDETION�i VALD ONLY FOR FIV'i'LOCK AND CENTFRbY5TF5 AND CENTERMATE QQ��,,�� ONE ALTERNATE HV'T'LOCK q MAY BE INSTALLED IN LIEU OF HV LOCKS®OR 0,5 FOR ANY SPAN AND ©°R®°ft©• 7O°R®Q�10 `O� IALLATION AT ANY ELEVATION. ALTERNATE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER ] AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST 8E 10•oaa©.@-9-0as CONNECTED TO CENTERMATES®AND®9 W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' OO•© O O•® WINGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4'0x 5/8'RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 6 • 7 oa 6 • 7 oa MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. ®« Isar s ow tet©-r� *NOTES ON HD LOCKS & CET ES: i_ ONE ALTERNATE HD LOCK(D MAYBE USED IN LIEU OF TYPICAL n HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3#8 x 3/8'F.H. S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE( on igh elocity urricane one AO 2015 EASTERN METAL SUPPLY,INC. a�aA� .... ..... �EP . ''%�, P . . /� c RERTHI� H1/TM Accordion Shutter System 1 L ECO 1 N C. . i . ® FEV.BLADE#1 W/OR W/0 ITV. WaNpW MADE Shutter Systems v. DESCNIFnON DATE DRAWN BY: M.L TIWT TESTING & ENGINEERING COMPANY Association, Inc. J OLD 11-192 4/13/15 DATE 4/13/15 STATE OF ;'G i 6355 N.W.3Sm.Sc.Sta.363.WRGM GARMNS.FLORIDA 337 'y •• 4268 Westroods Drive z Phony:(305)871-7530.Fox:(305)871-1531 DRAWING No ' RI e—mail:6xaca®aat.com West Palm Beoch, FL 33407 3 15-085 /ONAL E:_0"�\\ Wnooa o®IJ, . 5 SHEET P.E. SE ZCf 1GNWRE/DATE 6 5 OF 20 r---CONCRETE ANCHORS POURED CONCRETE POURED POURED .(SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE S}iEET 13} REQUIRED 1/4'0--20x3/4'S.S. REQUIRED REQUIRED CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORS17 18 roR oNE(SEE uouNnNc oN SNEkI'7) (SEE SCHEDULE ON Wj i/4'-20 {SEE SCHEDULE ON SHEET 13} 514EET 13) 411',Sn f 12'O.C. 1. ---- 12 oR i 4 Min. 1/4"0-20x3/4'S.S. .' Eq- Eq- MACHINE SCREWS Q1 USING 1/4-20 NUTS2. 12"O.C.E.D.+ .250'Max. _ _ 13 OR 5 .250"Maz. ., i `Max. Yf a.. i -•7 OPTIONALPTIONAL UK SEPARVM TO GLASS(EE I F t�OR 0 to 1 1 OR �� EX ST NG MIN.SEPARATION TO GLASS 1 EXISTING 1 1 (SEE SCHEDULE ON SHEET IT) OLAs—i aADIS(D I MIN.SEPARATION TO GLASS 1 CLASS SCHEDULE ON SHEET 1I)-- (A) HV WALL HEADER INSTALLATION GL �}C HV WALL. HEADER INSTALLATION ® HV WALL HEADER INSTALLATION + KEYSTONE IX15fING ' MIN.SEPARATION TO GLASS GLASS TO(�Q� E I —1�C!R ®� I I t EXISTING { SCHEDULE ON SHEET i I)- TO i..�kLtiE ON MIN.SEPARATION TO GLASS r —O CLASS tt R1s BLADE@AND ,r I {SEE SCHEDULE ON SHEET 11)DR Sim is Fm i r aAnDsOn@) � � IXSDNr �OPTIONAL I ill Ali E- - Mox. 11 �OPPONAL Air ii Sli'Max. 13 DR OS E i). D. lit 1/ r 13 GR a --- EQ' EQ� t' 12 __.__ /4'0-2023/4'S.S. Min. 'D, Ef P141LUPS TRUSS HEAD I 1/4"0-20x3/4'S.S.PHILLIPS MACHINE SCREWS USING CONCRETE ANCHORS (_..TRUSS HEAD MACHINE SCREWS (SEE SCHEDULE ONV 1" 1/4'-20 NUTS® 12'O.C. (SEE SCHEDULE ON W/ 1/$-20 NUTS 0 12"O.C. POURED CON Min. POURED CONCRETE SHEET 13) OR CONCRET BLOCK OR CONCRETE BLOCK WALL REQUIR Q ,HV {BALL SILL INSTALLATION (S�SCHEDULE ON REQUIRED POURED CCNCREE- SHEET 14) a HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL.REQUIRED HV WALL SILL INSTALLATION NOTE FOR COMBINATION QE_G : — INSTALLATION DETAILS W I-SEE SHEET 4 FOR TYPICAL SHUTTER x E.D.=EDGE DIS(ANCE ASSEMBLY ♦ SEE UMTfAT70NS of USE FOR 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHE6-T 13) GLADE 1�ON SHEET 19 T HV BLADE W ANY WAY TO SUIT ANY INSTALthttON. cc Iu1fINu FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone A. 0 2015 EASTERN METAL SUPPLY,INC. ��„s BERTHA, HVrm t ----�`3—= Tr �y ��� A� ����� Accordion Shutter System * = H.V.MADE#1 W/OR W/0 H.V. WINDOW MADE �fr� �!/!� * Amedean Shutter Sysl®ms DEscwarlax DATE oRAam BY. ML SAI TE DF '" TILLIT TESTING & ENGINEERING COMPANY 9'. :'(4� 63"N.W.36th.SL,Ste.30.5.WRGM GARDENS.FLORVA 3316 Association. Inc. 1 OLD 11 192 4/13/15 DATE-- 4/13/15 Phare:(305)871-1530.Fax:(305)e7t-t53t 4268 Westroads Drive 2 ��''•�FS.§...•.....•'G\\��� a-mal t�t�ef791.wm West Palm Beach. FL 33407 3 DRAWING No JJJJip��NA 11 \111'`` wntTET-,WLur a.P.E. 4 15-085 P.E. SEAL'99 ATURE/DATE FLORIDA ua.6 a41s7 s SHEET s 6 OF 20 POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 13) m GLASS(SERE I r I —I OR 7th'+ EXISTING 1 I N�io a 7 I 1 REQUIRED I SAiml0.E ON SIW EDGE OF ii tut MlOE 0AN3 1 i G11SS—i I'(3:E SCHEDULE aN y I 1 --'-STAB IF I 0N.W 19 FOR N Im+VPAR,0I i I 1 SNEDf tt) .D. APPUCABLE EXISTING I B.N1E5(Deti31 I io s1A w r-(ss scl®ut[ GLASS \ ON sasT 14 1 9 j ii 1 I ALTERNATE ^ lit i I I � 1 ANCHOR 1 N I r E%1511NC N I i LOCATION i i i t $10x3/4'HEX WASHER HEAR -� i t GLASS 1041 Z3 Ext 15 , Jfa NTNTEX SCREWS 0 12'O.C. i EDGE OF NM. CONCRETE ANCHORS 8 SLAB IF (SEE SCHEDULE ON SHEET 13) E APPUCABLE EXISTING I 1 J EDGE OF GLASS--I EDGE OF----I a II' $LAB IFSLAB B 1 �,/ 12 EDGE I F APPLIGAB(E APPLICABLE . . ! SLN,IF MaM(� APPLICABLE POURED POFIAT HEAD CONCRETE ANCHORS SOELUE ON SEPT CONCRETE D. CONCRETE 111 Nut aloe(D m POURED REQUIRED (SEE SCHEDULE ON SHEET 14) m 51EEr i9 FCR I OR CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS 1 a''O6�d 0" REQUIRED D. D. (SEE SCHEDULE ON SHEET 14) 11 .TRENCH INSTALLATION VAUD ONLY FOR UP TO+70, -75 PSF A.S.D. HV_FLOOR INSTALLATION t O HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER Q HV CEILING INSTALLATlO� SCHEDULE#3P SHEET 11 Iu, CONCRETE ANCHORS IxlsnG�sG'J TD 4xYxAlmrN �.._ 1D ww --OO A (SEE SCHEDULE ON(SEE E--�—tom ( SE ma¢T,{,—• i I N 1� 1 SHEET 15) t/4O T oN vRtr 10 I O EXISTING I EXISTING EXISTING ( / CLASS—1 1 GLASS�Inx.sEAaaillrtN ro c1As5 GLASS—IT- -! I IECHNaa,Y ck t fa'e FIritERs 1 4' "I(5FF SUImUIC d SR2l It) 1 ---0 1 FASTENERS TAPPER+ANCHUR5 W/ MAX. , r 1 I I Re, \ sTtWW1pN N 1 3f4"4411 EMIOEDNFIO'g 6' I \%1 I I I ASM 5a r+xE d ti, t O.G FOR UP TO G-O'SPAN AND 4'O.C.FOR SPANS LARGO 1" I.i 13 i r i I i I I 1/4` �1 "-*"W 6-0'NAIL A11LY t SEALANT AT FrfHt FASItNER tfAD 1 O i 1 i 1 MAX. I I (TV.)(I NOTE tt ON SLEET 71 _ 1/2" WASHE/R4HEAD E1ATA HEX . ,R72 4TIDNS 3/a' MAX. uN. 1 1 TEK SCREWS I CONT.SEXANI #'14x3/4' HEX HEAD ' 1 8' O 12`O.C. i1 TEK SCREWS 0 9"O.C. 1 OR 1/4`0-20 S.S.M.S. ` CONCRETE ANCHORS - --_ 6 3f �141c3/4`S.D.S. - --- 1 i 1' 4. _ 1/4b-ZOx3f4'S5 US (SEE SCHEDULE ON n 7 �.:! 9"O.C. 1 i f/ •,. ,•.•.,1•.�o USING 1/4'0-2tl NU1S W/NUT 0 9'O.C. I ( 1 - M­ <---a ,:.e•.:__ a 12'O.C. SHEET 14) L@_7 OR S :.,• ".+ EX15B C NON STRUCNRAL 1/2" 1' 17 R 18 •�2.00`MIN.?:. WALL TRA1(DECORATTE EDGE OF pit '••7.+• CD. i SN.) 14x3 4'F.H.S.D.S_ r11 SLAB(F B r < 'MIN. 1 7/8` 1 7/8 APPLICABLE POURED CONCRETE CONCRETE ANCHORS SEE NOTE 13(5) gUWED 0 POURED CONCRETE (SEE SCHEDULE ON ON SHEET i SEE NOTE 1'(I,) - D. OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 7 REQUIRED OR CONCRETE BLOCK POURED KEYSTONE MOUNTING i STALI,ATION OPTIONAL � REQUIRED NV WALL FLOOR INSTALLATION © REQUIRED HV WALL WALK—OVER INSTALLATION MAMMUM A.S.D.DESIGN PRESSURE:464,-72 pal Nmmum SIMIER V'SPAN o' HV RAINGUARD INSTALLATION t » t THIS INSTALLATION SHALL BE N NOF S�N: =EDGE DISTANCE REMOVABLE WHEN PERFORMED 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEEP 13} OR ENTRANCADJACENT TOE QPERADLF ExR ♦ BLADE ntAAONNSHEET 19 FOR ASSEMBLY INSTALLATION DETAILS Wf 11) HV BLADE 2-MOUNDNG SECTIONS CAN BE COMBINED w aNr=, TO SutT ANY INSTALLATION. FLORIDA BUILDING CODE(Non high Velocity Hurricane Zone N. fizz;�lj0 2015 EASTERN METAL SUPPLY, INC. car ®_ BERTHA HVTM 1 L E C® =.0 Accordion Shutter System H.v. elm#1 wj OR w/o r{v xtNmw a.ADE American Shutter Systems _ aEscR tom, DATE DRAWN BY: ML a'• 'STATE OF r ti TILUT TESTING & ENGINEERING COMPANY <(. 6555 NN.3601,St.Ste.Jos,vlllg9w cXIDD+s,FLORDA MIGI ASSOCIatlOna Inc. t OLD 11-192 4/13/15 DATE 4/13/15 Phone (305)871-1530.Fox:(305)871-1531 4.268 Westroads Drive 2 —DRAWING No ' .. .. r\ �� e-mail:6ltec000-mm West Palm Beach, FL 33407 3 EB- ''w�ll�SS/U�I At-C• `\ WALTER A00ROUT1Jr.P.E. 4 5-005 P.E. SEt'dtf51 RE DATE FLORIDA Ua.s 44167 s SHEE-F 6 7 OF 20 SEE END WALL CONNECTION n a 8 SFE NOTES ON LOCKING RODS .HV LOCKS(D ar a T,� _INSTALLATIONS W/ 1 HV AND ALITRNATE W LOCK®ON SHEET S. o U T FIN V EXISTING , �, BLADE W HV CENTERMATES CE�MATTE`SS ALACK PPLICA�t�LVEo SEE END WALL CONNECTION EXISTING GLASS DETAILS ON SHEETS 10 18 I ----------------- (60"4"-11 -- ----------------- ---------------------- - — 2'x2 .O'-2 @UM. 7- 6 1/2- t60G3-Ts/4.0 TAPCON 7Jy w ANGLE W(2) 1 o CONCRETE OPPOSING ANCIKlRS TO CONCRETE ©'� SYMMETRYCAL (TOP/BOTTOM)r, I CENTERMATES (4)#10.1/2 sMs.To TURF Ftox3/a'S.M.S.® tx CENTERMATES MIN,SEPARATION AT EACH AN tTYP) i O.C.FULL LENCHr. W HV LOCK ar S W/ HV LO 2 (SEE O GLASS SCHEDULE 5 I 3 * 3 ON SHEET») 5 * --- 1/2. + SIJ HVB oIJT HVC HVA Q aR®°fl©+Orn®°R 0+�3 oR POURED CONCRETE OR EXISTING CLASS CONCRETE BLOCK WALL REQU ED IX450NG $!QoRC + $�x$ +�aRI —__.�_--_.--___...__.—_� Q +� _ T — — — _ GLASS SYMMETRICAL * IN 6 + 7 + aR 5 + 7 m MIN.SEPARATION 8 `_d°"_Q+Q_°——— IIpt� � CENTERMATES �.���+�g aRQ+�. ro Guts �r W/ HV LOCK 66* Of'RONAL (sEE SCHEDULE MtN.I SEPARATION -@.@ —— w * ----'�T-" {INTERIOR) ®+Q°R O*©aa 19+�5 ON SHELF ii) Ta GLASS I N atu,L Q -.Q* ---] (SEE SCHEDULE ON SHEET it) - (INTERIOR) - _ ouT ------- __- ------- ---- --_ CONCRETE ANCHORS —j------ ---- - * 5 * 1 O 16 O.C. 3 vARIEs . Vy 3 sa o U T 6 1/2"MAX. SLACK {EXTERIOR) VQ ouT HVE HVF** FLORIDA BUILDING CODE(Ron Nigh Velocity Hurricane Zone 0,yrtit�iliT��1rT'IAAAI CL5 2015 E*-MRN METAL SUPPLY.INC. iv ` '- BERTHA HVTM /TIL E C CB ,� -A,S.S_�,,� Accordion Shutter System __ KV.®ADE#1 W/CR W/O PLV. WINDOW BLADE l''��*'- TILUT TESTING & ENGINEERING COMPANY AmerTCnn SFIUtt@f S)fS4BPYTS Ey.R oEscamow DATE paAWN 9`4/11i/15 -o: STATE OF 'O;T 6355 N.W.36th.SL,st'.305,NRCMIA GWOM RORIAA 337 ASsoCTafion, Inc. 1 OLD 11-192 4J13/IS pATE: 4/13/15 ., Phona:(305)817-1530.Fax:(305)871-1531 4258 Westro0ds Drive 2 DRAWING No a-mall:6ltaaolA.0— e •., ORl �`�a ER••OD0677s West Palm Beach, FL 33407 a (5-085 A/Ft�s'ro•.••.(O��jaaaaa WALTER A TILUT.fr.P.E. 4 P.E. SEAlef {AI E/DATE FLORIDA uc.#44167 5 SHEET 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK0 HV MALE FEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS W 1 HV BLADE SEF END commEcnom DEU!Ls ON SHEETS 10 A, 18 INSTALLATION n HV BLADE OUT IN '��°�°"`GLASS BAOEIDSWGK DETAIL HVF.NDXATEO GN SHEET '-�J HD CENTERMATES }� AS Wal AS UNNERSAL F TING MADE DETAIL HDD-xvD, ®-&CO 4C GATED ON THIS SHEET.MAY DE FSEs WGH THs ALTERNA N D AILS ON SHEEfS10 �O 1a ®�®•�©•®a IN57ALLAMON DETAIL I SHOWN IN 7H6 SHEET. r.r=1/e-m•-s i ©•®"®•®oat®•® 35 35# ANGLE a/(z)I/r.TA GGN (wT)ONAL) 4 (aPnoNAL) ANatun To Owat E --------- --- -- L----------------------------------- ---------- ---- ------ 3 (TOW (.)elDarn �s°roDN EAeN ; i #100 4 u Lu«�T. * I N ——— (,)H.Y. I N (4)N.V. 5 3 30 LOCK T(INSIDE) 1 PINS(TYP.) s - 7 1/4- %� .) s s 1 -� --- - - ----- -------------- - ---�---- - ----- - --- ----- 5 1 28 29 1 1 1 53 OUT 31 OR 32 K 33 31 oR 32 r@ oR 32 35 31 OR 2 * 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* OUT (PT1aNA*U SEE NOTE 6 FOR 7N LOOK@. W/ 7/8"0 x 3/32" WINGNUT. (OPTIONAL)HDB—HVB HDC—HVC r LOCK.ON SHEET 5. ©0#HV "T•• LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES } (EXTERIOR) W/ SAI LOCK (INTERIOR) HVG* W * LOCK EXTERIO --�--- ` SERIES 9444 P1.UMINVM J 202h73 ALLOY)LARGE FLANGE THIN ®a®m©•OmOw10•®Q SE T NUISERr.PART/Daze. 10 As uANUFAGTursEn ar Awa amus• ©' TExTOFtN PARSIPPENY.NEW JERSEY ©•O'©�©•O 07054 OR EQUAL —— —— 31Q *sEE m Es DN DusNG mps sQ a xD 0 LODE on s¢E s T ##IrnvTNsnL FIPAfl G[4wEO DRNL NOD-HVO is van ITIR Ail 1,4NfEHRU6 Arrwwnv+s wm IA/OE O HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone P, TIt O 2015 EASTERN METAL SUPPLY, INC. P •• BERTHA HVTM Accordion Shutter System 1 L E C O �a K�- #,W/AIR W/O KV. WW BADE 4 3�1J`'*- American Shutter Systems EV.N DESCRIPTION DATE DRAWN Tit: M.L z QF :.�= TIWT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 6355 N.W.361N.SL,St.305,VR6NIA GARDENS.RMtDA 3316 4268 Westroads Drive 2 Ph—:(305)871-1530.Fax:(305)871-1537 DRAWING No �( -1:61t— 001-M West Palm Beach, I'L 33407 3 03-0006719 4 15-085 �''/,A���NALE�L��•� WALTER A muT JT.P.Er s SHEEP P.E. SEAtJ�I�NATURE/DATE FLORIDA c.}44167 6 9 OF 20 POURED CONCRETE POURED CONCRETE OUR ED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BL CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED �EXISnNG G EXISRNG CLASS EXISTING GLASS 2'MIN CONCRETE ANCHORVEQ IXISIINC CLASS ® 16'O.C. �_ _ PA r -� ABN. ASS(SEE: T F I TO CLASS(SFE MIN.STPPRAPON 1 I MIN.SFPAPATION SCHEDULE ON SHEEP MIN.SEPARATION ro ans(SEE I' ro aAss(SEE EO TO GIASS(SFE 11 FOR RACE iQANDFZSaimlA.E ON SHEET awmtnc ON SHEET SCHEDULE ON SEEETTT 1/16'x3'MAX. Q&® 11 FOR BADE OAS 11 FOR BLADE OAND 11 FOR BADE Ow (6063-T6) COM. ON SHEET 19 FOR 1/2' - ON BELT 19 FOR (LOCATE AT 1 ON SHEET 19 FOR ALUM. CLOSER BAm(D&QP� �� HADES O&Q� EJTIIERSIDE BADESO&® PLATE. LOCATE 1/2 UM CUP ANGLE OF ) AT ETTH�ORFSO; MIN. ` i {.USE 1'OR 2'MAX. 1/2'MIN. ow 810x1/2'S.M.S. I _—_—_ (AS APPUCABUE)x2"x1/8"xO'-2' _—_-- ALUMI #10xi/2'S.M.S. ® 16"O.C. Pk _—_—_ ` / (6063NT6 ALLOY)T MIDHEIGHT ' ® 16'O.C. — 4 4 ` , (1)#10x1/2'S.M.S.TO®& (2)1/4'0 TAPOONS OR TO SEE DETAIL X FOR! ®� WALL AT 1"O.C. (LOCATE AT 5 SIDE CONNECTION I OR EITHER SIDE OF 1 OR OR ®� SEE DETAIL X FOR ) OR �• TO TO TRACKS S TRACKS SEE DETAITO L X FO 4 SIDE CONNECTION -(6 (7® "O 0•®°• ®a 6 T a e 10• o, a 6 7 4 8 0- SIDE CONNECTION O ®' 100® ©•�©•©" TRACKtp.®m©.®a©•©w 100®'©'V.N"'®•®°` 10•®a©.®a©.©a . a 8.07 ,©a©•Oj ,®w ©•;rOj�•©�©•O7'®m ©•O7 •©°'©•7O•®' ®•®m®,©"`J•®� ®'®m©•®mO.®a END CONNECTION DETAILO END CONNECTION DETAIL END CONNECTION DETAIL T END CONNECTION DETAIL Q b REQUIRED ONLY FOR SPANS GREATER THAN 12j-0' POURED CONCRETE OR IXISTING 4 EXISTING GLASS CONCRETE BLOCK WALL GLASS REQUIRED ————— MANSEPAPATIDN 7 #1 1/2"S.M. TO-MASS(SEE ® 16' .C. MN.SEPARATION 5 ------ _ E OR®OR�OR 1111 FOR MADE RAND ON SHEET 19 FOR ANCHOR CONCRETE 1/2"MIN. 11SCHEDULE FOR TO GLASS(SHEET --------__ ____ /CONCRETE BFDESO&® 12'O.C. 5 �T 9 4 ---- - ) OR OR 1 OR@ ANCHOR 4 16' 1/2'MIN. 4 O.C. - -_ _1 2-MIN. _ EQ SEE 2"MIN. 2"MIN. ♦BLADE®ONNS OF SHEETUSE t9 FOR @ORQOR(BOR(9OR0 VIEW Y 5 1 OR & PLAN DETAIL X 1 OR ®' ®a©•moi a® to•®a POURED CONCRETE OR ®'"©•Q°P©"'10•®" 100®"'®•�©•®" CONCRETE BLOCK WALL 1Dm®a©•®o,®•©�' 6 6 7 REQUIRED O O•©a0.O ®a n HV BLADE OR G HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 &@-@'@-&@-" END CONNECTION DETAIL© gyp® FLORIDA BUILDING CODE Non High Velocity Hurricane Zone A.....Z.Tk !i��' ©2015 EASTERN METAL SUPPLY,INC. \GENS ✓� BERTHAFIVTM —�- A S Accordion Shutter System TL C O �Nc. ■ ■ ■ KV. �noE#� w/CR w/o KV. �mND�v 440E American Shutter Systems ZEV.so DESCRIPTION DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DAM- 4/13/15 STATE OF 8355 N.W.36ft St..St..305.VIRGIMA GAMVs.F DROA 331 4268 Westroads Drive 2 Pha :(305)871-1530.Fox:(305)871-1531 DRAWING No - ,C'•., ORI •'•� oIh mteco®eol.00m West Palm Beach, FL 33407 3 9 4 15-085 NAt�r;�.�`�` WALM A.TIL Ir J,P.E. FLORIDA Uc.8 44167 5 SHEET P.E. �9L'jA�URE/DATE 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE 0 MAXIMUM SHUTTER SPAN* "L+• OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER. SPAN'"L+" « NOTES: (ft.). FOR INSTALLATIONS W/ SYMMETRICAL OR •L-" ft. FOR INSTALLATION LEGEND CENTERMATES. ® &®or or ( ) R "L-" (ft.) INSTALLATIONS INSTALLATIONS W/ S W CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ®or or & &�W/ ONE HV LOCKS 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 'f" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B, C, D, E, M, N, , P, 0. AS.D. DESIGN PRESSURE RATING. ® ® ® ODS MOUNTING F. K & L R, 5, & V. LOCK® W/TWO LOCKING RODS® TOP & (SEE NOTES t,tt) (VAUD FOR MOUNTING 0 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t.tF SHEET 7) FLOOR/CEILING G, H. I, Il, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM)OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS V CONCRETE&WOOD CONCRETE MOUNTING & M MgpDES IN.DESIGN y7 I ON L.D.DEM GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING, A.PRE DESIGN ASO.DESX71 /S.D.DESIGN INSTALLATIONS P WALL MOUNTING FLOOR/COLING PRESSURE WALL GLINTING PrCssuRE DETERMINE MAXIMUM SPAN SIG FROM SCHEDULE. RATIN yA & FLOOR/CENNG MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (P x1) MOUNTING (P..t.) FLOOR/CEIIJNG MOl1NRN0 (P'°'1') OR DETERMINE MAXIMUM SPAN •L-"FROM SCHEDULE. I. o6_) FL00 All.WOUNIINO 0 MAXIMUM SHUTTER SPAN •L+"OR "L-• FOR L+ QQ L-(R) L+ (It) L-(IQ L+ (R) L-(� L+ (8) L-(IQ FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES 16'-0" 16'-0• 16'-0• 16•-0' 30 16'-0• 16•-0" 30 161-0• 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMBED TO 105 DO.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 1+'AND•L- 35 14'-10' 14'-10' 15'-2' i6'-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' 13'-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' IV-10' 55 11-1• 11'-11• SHALL BE AS INDICATED ON MANDATORY CONDITION J2 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 60 11'-4• 11'-4' 11'-7' 12'-4' 60 11'-41 11•-4" 60 1o'-2" 10'-11' NOTE$5,SHEET 5. RATING: DETERMINE 65 10'-10' 10'-10' 11'-1" 11'-11' 65 10'-10• 10'-10" 65 9-5• 10-1• . L1+=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 FLOOR/CEILING MOUNTING 75 10-1" 10'-1" 10'-4• 11'-1• 75 10•-1• 10'-1• 75 - B'-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN 1+•OR INSTALLATIONS. 80 W-10• 9•-10• 10'70' 10'-9• 80 9'-101 9'-10• 'L-'AND MAXIMUM A.S.D.DESING PRESSURE RATING FCR FOR A GIVEN NEGATIVE&S.D. DESIGN PRESSURE 85 W-6" 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 9'-3• 9'-3" 9'-5' 10•-' 90 W-3' 9'-3" SHALL BE UMITID AS FOLLOWS: DETERMINE 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0• 8•-9• 9'-2' 9'-10' 95 9-0' 8-9' LIMITED TO +64,-72 p.s.E. AND 8'-0' SPAN, SEE L2-=MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 B'-9" 8'-4" 9'-0 9'-7' 100 W-9• 8•-4• MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11• W-9" 9'-4' 105 e'-7• 7'-11• 110 8'-4" 7'-7" 8'-7' 9'-2' 110 8'-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2" 7-3' 8'-4' W-11' 115 W-2• 7'-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'LI+',"L2+", 11-•AND "L2-• 120 8'-0• 6'-111 8'-2' 8'-9' 120 8'-0' 6'-11• (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10• 6•-8" 8'-0" B'-5• 125 7'-10' W-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5' 7'-1 D• 8'-1' 130 7'-8• 6'-s• PRESSURE RATING TO D WIND ZONE MAXIMUM ANCHOR 135 7'-7' 6'-2' 7'-9' 7'-9" 135 7•-7- 6•-2• MINIMUM SPACING. 140 7'-5• 5'-11' 7'-7• 7'-6• 140_ 7'-5• 5•-11, ASTM E-1996 SEPARATION 145_ 7'-3' W-9• 7'-5" 7'-3' 145 7'-3" 5'-9' TO GLASS 150 7'-2' 7'-4' 7'-0' 150 7'-2' 5'-7" 155 T-O" s'-5• T-2' S-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 5'-10• W-1" 7'-0' 6'-4• 165 C-10" 170 6'-9• 4•-11• 6'-11' 6'-2• 170 6•-9' 4•-11' 175 6'-7' 4'-9" W-9' V-0' 175 6'-7' 4'-9• 180 6'-6' 4'- 180 6-6'8" 6' 7 4•-8" 185 6'-5' -' 185 6'-5" 4-6" O H • B LA D E 190 6'-4' 4'-5' 6'-6' 5-6• 190 6'-4• 4'-5• 195 6'-3• 4'-3' 195 6"-3' 4'-3' 200 V-2' 4•-2• 6'-4' 5'-3' 200 6•-2' 4'-2• zos 6'-1' 4'-1' fi'-3' S'-1' 205 6'-1• a'-1 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. p!TIL(jj'�4, BERTHA HVTM A.S.S.A. Accordion Shutter System KV.euwE#1 w/OR w/o H.v. WINDOW MADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems REV.W DEWRWTION DATE DRAWN BY:WMXY.L.G. * 6355 N.W.36-St,S e.305,VRiNN GNNEN6.F ORmA 3316 Association, Inc. OW 11-fez 4/13/15 OATS 4/13/16 4268 Westro Phone:(305)871-1530.Fa :(305)871-1531 ads Drive z DRAWING No kr o- I:6lt..tlD.L. West Palm Beach, FL 33407 3 5-085 O'..FCORI�P• ���� EB-0006719 4 WALTER A TIWT Jr.P.E. 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'CGOOCQCCQBQO,CQGCQOCCCQGCCBQC�CQaQQaaaaaaQaQaaaaaQQQQaO - � - •' = ec00000000000n000000c00000000c�oQa000QaaQaaQaQQQQQQaaoao .. 08898999989998999@999999899B9BB99B9B99999QQaaaQQa000QQQQO ��9®®B®®®898®®®®8888®0B®®®®0B®®B8®®®®®®B®®8888808®QQQQQaoo -0998888989888BB8898989998888BBBB9988898899988888898898898 ..'' ='BOQ�OQQBB®Q®aaaQQQaaQQQQ00QaQQQaQQQQQQQaQOQQOQQOQQQQQQQa s.f, .e000c000cocao®®acv©aaaQQaaaQaQQQaaaQaaQQaQQQQQaaaQQQaQoaa .. : • ;�oc�000c�oocooda®coca®QaQQaQQaQQQQQQQaQQQQQQQaQQQQaQQo -• . . .000�ococccoocooccoc000�®®®e®®©©QQQQaQQaQQQQQQQaQQQQQQQa =- eco�000c00000000000000000c000000QQnQQQOQQQQQQQQQQQQQOQo �09BH9B9998999999988999999998899999BB99BOB000QQQQQQaQQOQQG " •° ��99B0B999999B9B9888B89998899989999B99B99B999B999B99999999 �' �BBfl©QCCQQQQQQQQQQQQQQQQQQQQQOQQQQQQQQQQQOQQQQQQQQQQQQOQQQ �000coocoaaac©QQQaQaaaQaQQQQaQaaaQQQQaQaaaQQQQQQaQaoaaQoa - ;89000QC9C00®D®B©©ccaa©QQQQQQaaaaaQaQQaaaaaaaaQQaaQQaaaaaa -608c000OC99C8QC�QQ®®®BO©BCaQ®0a©QQQ�QQaaQQQQQQQa®QQQaQa QaaaaQQQQQQQN11111a �9899999999B99B999999999999999909Q9Q98B©©QaQQQQQQ®QaaQao DB®990B898BB98�9998998998®®8898888999B9B9BB99999BB99999� MAT(IMUM ANCHOR* SPACING (in.) SCHEDULE FORA GIVEN MAX. SHILFHER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES MID. DESIGN NEGATIVE PEMBE RATWQ AND A COROMMI)ING WILINIING TYPE FOR CONCRETE OR CONCRETE MM N9ALLATIONS (SEE MOUNTINGS I:,G.&H ON SHEETS 8&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCIREEPVCHICIREJE BDOIC POURED CONCRETE (A) TOEXISTING POURED CONCRETE (Min.V.-3 kai) .xi4m @WALL SILL MOUNTING ©CFJUNG MOUNTING O FLOOR MOUNTING - 1/4_0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Mn.rc=3 ksi) Eaµ ANCHORS SPACING LEGEND - 1/4.0 x 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.Fe=3 ksi) (R) S.DESIGN MEGMNE PRESSIIE RATING W OLSA DSM NMAT1E RA1NG(pat) D.DES0.N NEG4WE P1 ESM RA70,G - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED 8Y FLORIDA FASTENERS DIRECT.INC.(Min.V.=2 ksi) 30 40 160 175 190 120 160 205 30 40 fi0 L51 6D 75 90 120 160 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC..AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY 14 12 to 9 a 8 8 5.5 14 12 70 9 e 8 6 6 14 12 t0 9 B 8 6 B 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 s a B 6 6 t4 12 10 9 8 8 6 6 14 12 70 9 8 8 6 6 THREADFORM TECHNOLOGY (Min.Pc=3 ksi) ALL POINTS SOLID-SET OR 14 12 10 9 8 8 6 6 14 12 10 9 a 8 6 6 14 12 10 9 8 8 6 5 NOTES: 14 12 10 9 8 8 6 7 14 12 10 B 8 8 6 6 14 12 10 9 8 5 6 8 BLUE TPP W/CAP 14 12 t0 9 8 7 55 3.5 to 12 10. 9 8 8 B 6 t4 t2 10 B B B 6 5 TAPPER+ A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4'.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4•-0' 14 12 10 9 8 e 6 B 14 12 10 9 8 8 8 6 14 12 10 9 8 8 6 55 14 t2 10 9 8 e 6 4 14 12 10 9 8 B s 45 14 12 10 9 8 6 4 35 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'IID THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 8 a 6 4.5 14 12 10 9 B 8 6 15.5114 12 10 9 8 B 6 45 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST•AND 74 12 10 9 7.5 5.5 3.5 - 14 12 10 9 8 8 8 5 14 12 10 9 8 7 5s 4 •SE£uMyrAnOns of USE FYra 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 6 14 12 10 9 8 B 6 55 14 12 10 9 8 B 6 45 BVH)E Ofl SHEET is 14 72 to 9 e 7 4 - 14 12 10 B 8 a5 5 3S t4 12 10 a 85 5 3.5 3 A3)M DISE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR 14 12 10 9 8 75 4.5 - 14 12 to 9 8 8 6 45 14 12 t0 9 8 6 4.5 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHPLL BE AS INDICATED ON 14 12 9.517.5 65 4.5 - - 14 12 to 9 8 7.5 5.5 4 14 12 10 9 B 8 4.5 35 NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6•-0' 74 12 10 9 8 8 a - 14 12 10 9 8 8 6 5 14 12 iO 9 8 65 '5 3S INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 7S 55 3 - 14 12 70 &5 7 5S 4 3 14 12 B 6S 5S 4 3 - 74 12 10 8 8 6 - - 14 12 10 9 a eS 5 75 14 f2 10 BS 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 6.5 SS 3 - - f4 12 10 9 8 65 4.5 35 14 12 10 B 7 5 3.5 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 10 9 8 8 - - 14 12 10 9 8 7 5 4 14 12 l0 9 75 5.5 4 3 - 1/4'0 x.3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. T-0' - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,ING_ 14 12 10 8 6S 4 - - 14 12 10 9 4 4 12 B 7S 6 4S 4 i4- 14 1 12 s 7 7 7 75 45 4S 3.51- - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW.BOTS&SPECIALTY 14 12 10 85 7 4 - - 1 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 55 45 - - 14 12 10 9 7S 5 4 - 14 12 9 7 8 45 3 6'-O' 4 12 10 9 a 6.5 - - 14 12- 10 9 8 6 4 - 14 12 10 8 -E-15 5 35 - NOTES: 14 12 0S 7 5.-9 3 - - 14 12 8 6.5 55 4 3 - 25 9S 6 5 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 95 7S B 14 12 9.5 8 fi.5 5 - 14 12 8 6 eS 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS I"- 13 9S 6.5 5 3.5 - - 14 12 10 8 6.5 5 - 14 12 8 6.5 5 4 9.-D. 14 12 10 9 8 - - - 14 12 10 9 75 4S - - 14 12 8.5 7 55 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.5 75 6 4 - 74 11 7 55 5 3.5 - - tt 8 55 45 3.5 - 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 65 4.5 - - 14 12 85 7 55 4 14 IDS 7 5.5 6 4.5 - EXIST•AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 118 AS 55 4 - - - - 14 12 9 7 6 45 - - 14 11 7 SS 4S 3.5 - - TO'-o• 14 12 10 1 9 7.5 - - - 14 12 10 8 6.5 5 - - 14 12 e 1 6 5 4 - - B.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 105 7 5 3.5 - - 13 95 6.5 5 4 3 - t0 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 71 7.5 55 - - - - 14 11.5 9 6 5 4 - - 2.5 9S 6 5 4 4 - - NOTES ELI)&B2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR BFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 1 5 - 14 12 8 6S 5S 4 - 2._13 10 6.5 5 4 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 1- I- - - -114 112 9 7 6 45 - - 14 10.5 7 55 4.5 35 - 11'-O' 25 9.5 5 - 12 9 s 45 4 3 9 7 45 3.5 3 _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 10 7 - - - - - 74 105 7 5S 45 - - - 1S 8.5 55 4.5 .75 - - - 9S 7 4.5 - - 14 11.517.516 S - - 12 9 6 4.5 4 - _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12 10 - - - - - 14 12 8 6S 5.5 - - - 13 10 65 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 12'-0'-14-715&5 4.5 - 11 B 5S 4 35 - 8 8 4 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 13.5 9.5 6 - - 0.5 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 - - 14 10.5 7 SS iS - 11 85 55 45 3S - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13•-O' 14 12 - - - - - - 14 11.5 7.5 6 5 - - - 12 9 6 45 4 - - - FACTOR 105 8 - - -- - - - 10 75 5 4 3 - - - 7.5 ss a a - - - - ACTS- TAPCGN WITH ADVANCED TAPPER+ 25 B5 - - - - - - t2 s 6 4.5 4 - - - s.s 7 5 a - - - - EDGE TAPCON ALL POINT SOLID SET BINE TAP W/CAP e 6 - - - - - - 13 95 6.5 5 - - - - D.5 75 5 a - - - - HV BLADE 0 DICTANCE 7HRFADFORM TECHNOLOGY _ MIN.SPACING 14 12 - - - - - - 14 105 7 5S - - - - it 8.5 5.5 4S - E.D. MIN.SPACING 3' MIN.SPADING-3' MIN.SPACING-3 1/2' MIN.SPAGNG=3' 3 3/4' 4' 74'-0' 10 7.5 - - - - - - 9 7 4.6 3.5 - - - - 7 5 3.5 3 - - - - 1 HV BLADE W POURED CONCRETE& POURED CONCEIE ATE BOC( POURED CONCRETE& POURED CONCRETE 1,p01�ORLaQ1E OOTEAtTE RCa( 1.5 8 - - - - - - 11 8 5.5 45 - - - - 9 65 49 - - - - - CJOLONCRETE 0.B3•CK LAN.EA=31/2' MN.ED.•21/2' GNN ED.•J IONCRETE 13LD OU17 RETEBLOCK MH FED.•3 1/Y MN E0..2 1/2• 7.5 - - t35 - - - - - 9.5 7 45 - - - - - V WINDOW 14 - - - - f - - - - - - o.s a s - - - - - BLADE WORKING 3' 1.0 0.90 1.0 o.7e 1.D 0.64 1.0 15'-0' 2 1/2' - 0.81 1.0 - 0.67 1.09 - - - - - - - - - - 6.5 5 3 -_ _ _ _ _ IN UNISON10 - - - 8.5 s a - - - - 2' - 0.71 - - 0.51 - 7 _ _ _ _ _ _ _ _ _ 9 es 45 _ _ _ _ _ 1 3/4' - 0.91 _ _ _ 0.43 - 16'-0' 11 2'8 - - - - - - - _ - - 6 45 3 - - - _ - 95 - - - - - - - 9.5 7 5 - - - - - e 6 4 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone p:TIC(/T'% ©2015 EASTERN METAL SUPPLY.INC. ..'•J9' BERTHA HVTM Accordion Shutter System /T1 LTE C O a c. ■ ■ Kv.I3 ADEM w/QR w/o KV. 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