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HomeMy WebLinkAboutProduct Approval i is ~'� �v" sem" - rrM� 'row^^fi r r BMOM ill, T R �.4 WIN IN - ftda Deparimentf ECIS Home Log In I User Registration Hot Topics Submit Surcharge ": Stats&Facts Publications i FBC Staff i DCIS Site Map'I links 1, Search ' Business . Professl�� l �,:b Product Approval l.� s I!�-�"l.1 - :USER:Public User Regulation 69TH PI uct Approval Menu>Product or Application Search>Application List>ApptimtIon Detail ;& wan, I Application Type Code Version 2414 i Application Status A proved Comments Archived 0 Product vlanuFacturer American Shutter Systems Association,Inc. Address/Phone/Emall 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 ibfeeley@easternmetal.com Authorized Signature Bill.Feeley trodriguez@easternmetal.com I 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 0 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 D Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf ferenced 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 Ci rtified By Sections from the Code 1 I i Product Approval Method Method I Option D I Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 1 Date Approved 06/22/2015 1 Summar v 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 RB II A.S.S.A.INC. DRWG.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"D".Max span is 121-7"for 35 psf FI R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.odf positive ASO load and 13'-0"for 35 psf negative ASO load Created by Independent Third Party:Yes (the HV3 blade w/o window blade,5'm-2"for 110 psf ASO load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w1window blade working in unison.Max.span for HV3 blade w/o window blade for Installations Into Metal Stud walls is 79"for max.ASO pressure rating of+72,-72 and 64"for+64,-64 psf.See sheet 5 for other spans and ASO pressures. Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks r38_9i _ L.1 ,1_1 I I Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use In IJX_HZ:No FL389 R8 II XS.S.A.INC. DRWG.15-085.12df Approved for use HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Yes !I pa sills ft;?Y"es Created by Independent Third Party:Yes Design Pressure: /A Evaluation Reports Other:Large missile-IleVRI'D".Max.Span is 16'-0"for 30 FL389.R8 AE A.S.S.A.INC. P.E.R. DRWG. 15-085 HV.pd �p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes docking rod configuration for the HVI blade,8'-0"for+64, '-72 p.s.f.load for HV blade for Keystone mountings 7-0'for 1+75 -75 p.s.f.for metals stud mountings and W-01'for 110 p.O',for HV1 and'HVIA working In unison.See sheets 7,11 and 20 respectively of installation drawings for other spans 1 1- ,and pressures. 3893 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks I I 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.odf 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.odf 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 NeM contact us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida,::Privacy Statemen ::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail nail to this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please contact$59.487.1395.*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 aft 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, lease 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: OWN= Credit Card GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCr EVALUATION DOCUMENT•(PFJ].) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SMALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONE§. 1 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 Oi"t- CONTENTS BE INSTALLED WITH A DIRECTTONA TTY FACTOR Kd=O.85;USING ASCE 7-10 AND SHALL Nor DEED THE MAXIMUM(A.S.D_)DESIGN PRESSURE RATINGS INDICATED ON.SHEETS 11 THRU 15,19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND ROADS AREA A HV BLADES n& (W BY MULTIPLYING THEM BY 0.6 IN ORDFRTO COMPARE THESE W/MAX(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERA.NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS Timm,WERE mar OVER STRESSED,A 33 Z INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A VAND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 SERUM 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 MWRONEO CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 0 #0214.07-D3,00715.01-03.#1004.01-05,#1214.01-05.#0317.02-06.00609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1866 AREA-2;. I•WV,BJ A n AND HV WINDDW 8 AD AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&91220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLIC63LE) -HV WINDDVI BLADE ®#0505.61-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL TYpicz&$RORER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCREW13LOCK SHEET 6 2. HV BLADE(D AND FW WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(14V SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 014x2.75"AND#14x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ks3)111D STRENGTH AND 180 KSi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA LN DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS FIV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAP. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD 51H GYM FOR 6063-TS ALLOY IS 30.0 kai AND 35.7 lisi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005 TS ALLOY MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS SIM 304 OR 318 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 W.MIN.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 ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 Iml MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE D:12.13,14,15 AND 20 INSTALLATION*DETAILS M-R,WOOD SHEET 16 HV BLADE( &Q WORKING IN UNISON: 12, 13&15 INSTALLATION DETAILS S-X.WOOD SHIN 17 •B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A US.PATENT#5'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PARI'BY U.S.PATENT#5458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 METAL SUPPLY,INC. AREA 3: EIV WINDOW BLADE Cl ONLY 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOIINDNE55.OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED 7D INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT 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 HV AND HD CENTELMAES AND ENGAGE OR LOCK AL RV AND HD LOCKS. MEA 4: HV 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 LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1730.8.2 OF THE FLORIDA BUILDING CODE 12 BERTHA'KV.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALT.COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. •13.(a)THIS P.ED.PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le.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 CONTRACrOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (C)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MFNNS. (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 RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEE=R TO THE P.E.D.ENGINEER SHALL SUBMIT TD THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e) ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ROrr FLORIDA BUILDING CODE(Ron High Velpcity Hurricane ZOne R A.�/�7 ©2015 FASIE(tN METAL SUPPLY,INC. �10E/jC,``v''iBIERTINA -- - ' = - --- - - --Accordion--bu H system *® H.v #1 W/OR W/O H.v WINIM� r07 j(J American Shutter Systems DESCNIPnoN DATE .DRAWN EiY: RAL. fI; TEO� :>�-1 TlWT TESTING &ENGINEERING COMPANY Association, Inc. 1 OLD 1t-192 4/13/15 DATE 4/13/15 F '': 6393 N.W.3&h.SL.Sto.JOS.VIMNN GARDENS.F16RDA 3316 �-Z ' • Peoee:(32)871-1530.Fax:(305)071-1531 4268 Westroads Drive z DRAWING No c-moll:Ult..ad .eom West Palm Beach, FL 33407 3 15^085 ANAL EN���.\\°� WALTER A 71UJr1Jr.RE4 P.E SEAV',R' 6M'%RE/DATE FLORIDA L.`#44167 s SHEET -6- 1 .OF 20 .. p 3.0 FOR WMOOW GLADE �y v es H VARJE41.497' 1.200• .09 .. .2i__.. /'/•�� 1O HV.SOLID BLeDE H_V UN11lERSAI FLOATER 37s m o / noH 90* CO 7y m O QUALIFIED FOR�USE W1 TER O WV WINDOW SLAD +7 QUALIFIED FOR USE W/ HV BLADE( ®HV DIRECT MOUNT HV GLAD 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV -6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 BLADE(5) 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER .3.226' 1500• .124 Das' ? o (TYP.) ?4 v, 7U• ° 2.670' 3.556" .67 7:000' iCi O .670• 2.226^ fv' .994` o 072 c 642 'o 4.697' q n 092' � M1.436° 6�j 0.0727 o.D7z^ O EtV ADJ. ADAPTER W,LIP Lazo 1.375' 3azs• QUALIFIED FOR USE W/ HV ®HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK GLADE( QUALIFIED FOR USE W/HV O9 HV TRENCH TRACK 6063-T6 ALLOY AND TEMPER -a769 QUALIFIED QUALIFIED FOR USE W/HV BLADE1 QUALIFIED FOR USE W/ HV BLADE i 6063-T6 ALLOY AND TEMPER BLADE(ONEY. HV RAINGUARD 6063-T6 ALLOY A�D TEMPER " VARIES i.l 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV d L.936' 1" 1.915' o BLA'D c 1.917' - Moaz VARir� 1936' �- A D TEMPER o83' 083• .083^ .083' 41 l- .100• io .125• m 060' .060• n 670 o r .093" .093' 4 ,• . 21 X60' F _ c 670 5 D" 3.529' 11 HV CEILING HEADER 1® HV HEAD/ER/SILL 13 HD CEIUNG HEADER/SILL Q LIMED FOR USE V!/ HV BLADE 7 ONLY QUALIFIEDOSORT6 ALLOY AND B MPEROONLY QUALIFIED FOR USE W/ HV BLADE(D - 14 HD WALL HEADEI�SILL SEE SECTIONS FOR VALID 6063-T6 SECTIONS FOR VALIDITY. QUALIFIED FOR USE 6063-T6 ALLOY AND 6063-T6 ALLOY AND TEMPER BLADE)ONLY. AND T COMPONENT A R T1 T2 I X Y t 2' 2' 0.125• 1' Y 0.062" 17 27 5'MAX. 1/6' i/W 3' 3• o.09D' 1 SIDE 7DE _- 13 -_--- - ---- 18 2' 5•MA%. 0.192' O.1o2" .. QUALIFIED FO /IiV ALUMINUM ANGLES 19 2.5' 7"MAX. 0.1Qo• 0.190' C CORMERj(1 ASTS LIFlED'FORW%-HV BLAQUALIFIED FO USE W BLAD 6 - MPER (9 2' S'MAX. 0.739' 0.131' 6063-T6 ALL 6063-ifi ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0�" 'P.�' ©2015 F1SftRN METAL SUPPLY,INC. ENS BERTHA HVTm --- -- - - - > - - IILIECOm.. ystem H.V.BLADE#1 W/CR W/O H.V.IMNDOW BLADE �l/ �f = TILL(T TESTING & ENGINEERING COMPANY American Shutter Systems ,x DESDOIPTION DATE DRAWN BY: Md. STATE Of = 0356 R.W.36th SL,St.305,VMMA GWMS,{LORM 331GE AsSoctation, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 Phoeo:(3D5)971-1530.Pox:(305)671-1531 4268 Westroads Drive 2 ��Q'-•,FCOBID �� e-mc0:6ltaco®aal.wm DRAWING No ®-OD06719 West Palm Beach, FL 33407 3 -085 1.5 WALTER A TILIa Jr.P.E 4 P.F_ +/fal6idAY��iE/DATE CRNA Lta g a41s7 5 SHEET 6 2 OF 2Q 4.560" •929' 4.576" 745' 2.293' 11 4'-20 IE CASE 2.293° •745" .334" FLAT HEAD 111RFA0m HOUSING ENMIEL 1!4'-2° G' "o �� SS.MS. &J(ED PaNUEO THREADED DIQ CAST' o a' (2 Tom•) HOUSING ERMS. ESS TURN m?•, 762• L4 o n m m KNOB. r of `o n n o .875" '�c -_ \ 45¢• 11 _ _- o TGRASS '3n 'P1AKEYS YDERE BRASS C4JKW (CMMOME PLAYED) 21 HV CENTERMAT a g QUALIFIED FOR USE W/HV BLADE 1 & l2 HV LO N C ATE so. oso. tats• ® }IV LOCK ® HV EGRESS LOCK FlEO 6063-T6 AL QUAQFOR USE W/ HV B1LADE & ONLY ° ?y 3.D23' 875" QUALIFIED.FOR USE W QUALIFIED OR USE W/HV BLAOE�& ONLY. 6083-T6 ALLOY AND TEMPER � HV CORNER CENTER,�tATE ' Q Al FIED FOR USE W/ HV BLADEQONLY 250"OD. 2.874• 6063-T6 ALLOY AND TEMPER -18' 18 PLASRG HEAD o 1.756" .922' 2• MOIDEO m tO 4745 SCREW n 2.079" 1.753' mj � y Off• c 9 it .825' AFTER RIVETING 10 x 3/4� BEFORE i'k E RNEfING S.S. THUMBSCREW' 1J/4 -20 RIVNU p e m A84 *SERVES 9444 ALUMINUM(2024-73 ALLOY).LARGE FLANGE IMN I 2 I • I 275,0 m m .822' CSHEEr HEERY UMERTTWORNP RT 0 6620.AS NEW AMUFAJaW URS)BY OR VM PLAN c� FRONT ElEVATiEQUAL ON 66 HV MALE "T" LOCK CENTERMATE 4.566'• " Z© LOCKER FOR "T" LOCK C�tJJFRMATE QUALIFIED FOR USE W/ HV BLADE�ONLY ® HV FEMALE "j" LOCK CENTERMATE ® HV T LOCK HV A TERN V LOC 6063-76 USE AND TEMPER QUALIFIED FOR USE QUAUFlEO FOR USE W HV QUALIFIED FOR USE W/ HV BLADE 100NLY QUAUFlED6FOR S W/AND TEMPER- 1.917 W1IAA BLADE i0 ONLY. BLADEQt ONLY. 6063-T6 ALLOY AND TEMPER 1.917 1517' - �- .063' 'u1 2 1 D CYLINDER RRN CYLINDER OR .214• v KEY CYIJNDER .214' ° .595' ^m nl Tn n . r c 0.875'Min. n� 31 HD CENTER LO O ® D CE A E LOCKING ROD 40 M 8 oop r m + .1zs"Max QUALIFIED FOR USE W/HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE(1)& TA _ 6063-T6 ALLOY AND TEMPER HDCENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER m o vARIFs,12"MIN. QUALIFIED FOR USE W/HV BLADED&0 1/4'.-z0 as.oR 3/6'0-16 1.130" 6063-T6 ALLOY AND TEMPER - ACEfa.THUU9ECRE196 &1/2- (SFE OEFAGS) /2" ER DD O OKE Y --- -__ 715 iV 157 Min. CTUNOER —� ` :USE 1.78'Mux.LORODS " ' - 1/4"� ® HD LOCK UALIFlEO FOR / HV B " 575 a 063-T6MPER ® HV 3/8 41—i6 ACETAL © HV„.JJ4•" �'-20 AISC 304+ BY REGENT HARDWARE MQRIfSE LOCKS SERIES 2333 HOOK BOLT LOCK. Q R INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS SERIES S_S. THUMBSCREWS QUALIFIED FOR USE W/HV BLADE O& QA DRILLED AT TRACKS FOR PROPER EMBEDMENT (:: / BLADE 0 QUALIFIED FOR USE W/ HV BLADE Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone •.,;..:;,, d i�i��' O 2o15 EASTERN METAL SUPPLY,IND. Q .�rv6NSF BERTHA HVTM -IL E C O N \ ® ® --Accordion-Shutter System TLV.BLADE#1 W/OR W/0 TLV.WNDUVV RADE American ShtAffBr Systems ,.N DESCRU•DON DATE I DRAWN BY, M.L Ess ��a TILLIT TES71RG & ENGINEERING COMPANY r O Sfi 4`4 Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 SW.., 305,VIROWIA GARDENS,ROOM 331 �e4 s Phanu.(305)871-1530.Fax-(305)671-1531 4268 Westroads Drive 2 63SS N.W.3610.St DRAWING No 6-moil:61ttcc0c.f.coul West Palm Beach, FL 33407 3 15-085 stow-\,�.. ® °°40719 "04111101111100, WALIER A.TiLLT Jr.P.E. 4 E. SEAL/SIGNATURE/DATE FLORIDA UG p 41167 S SHEEP 6 3 OF 20 ASSEMBLY SCHE 3/8-0 INCE 5779 70 SLADE UP 6). H V 0 41 40 HV BLADE I v ONDOW BLADE W BLADE 1A SLAC15S OPENIN OB :).06 51 HV LONG RECESSED NYLON BUSHING KNUCW1-11 39 W SHORT RECESSED NYLON BUSHING am R1.7 0 (I)OR(D W NYLON HAT WASHER W WHEEL CARRIAGE AISI 302-303 SERIES Et iI-f 40 2 7/8-MIN. w Nv OMDO 0.870"x3/16-THICK NYLON WHEEI- CLEAR -11 315"0 SEPARATION 3.7-500' 0.188"0 AISt 302 SERIES S.S. RIVETS 1151fis, �u- —olow 3/4 EXTERIOR 0.C1 (g) HV 1 3/4 ACCORDION PIN W/ $ HEAD OP am ON C .7500' W 2 3/4"ACCORDION PIN W/#8 HEAD CLEAR TYPICAL, W WINDOW BLADE AND POLYCARBONATE IMPACT RESISTANT W WINDOW r r -RPS I I PO (DOR -eN N . I or NOTE FOR PO RBONATE IMPACT 0 HV WINDOW 13EIEUIREMENTS) (DOR BAYER MAKROLON 3103 P N q.- CE RESINS, U�VS[ABILIZE0, GRADE OR MIC TO BLADE S( w INNDvATIvE PLASTIC LEXAN 103 RESIN L I r(D OR Q1 3 S T Fmo V 11 1 L. (SEE NOTE -F- ON SHEET 19) �5I C17 Hy (1) R 0 n F T (1) KV PIN (g SHALL ALWAYS BE USED AT ALL EXTERIOR POLYCARBONATE SOURCES FOR 44 BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HV(DI OR EXTERIOR ApAwate RES= HV (9 BLADE. I AL S44UTTER ASSEMBLY Tom pimpom SWOM pl. 1 pzuw= amid AT V PIN(g)OE&T(ROR (2) HV PIN @ MAY BE USED IN LIEU OF AND ONLY A BLADE'S KNUCKLE-A Assn 0792 a0a IbA., 0.043 ubt'r EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HV(D 0o.324. (SEE NOTE FOR FUM MAW BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. .04 REQUIRE MOLC VIEW STFEM AM OW 9.4w P., "w I-L TYP. FLSXUWL STRUICIN AT lies AM 0700 Z500 P1.1. 13AM F-1 rLaUpL MOMUS AM D"O 4003 P-X 345�000 PaL (3) HV PIN (@ OR @ W1 1/2" O.D. 1/16" THICK S.S. WASHER Rem SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. "DIMM[ZOO AM MSG is Fr-rotor 17 Fr-bt. SHEET EME ofthilm .AM MC3 47.2 045 X WX smart us= W E CARRIAGE DLErA�& RAM OF SON= =4 ow t-1 C-1 CLAM AMUSLY LAY= Sur fowmi Awwvtm 1040'F .00 T 151 N.Ts. AM riss Nis=SMOIGIN MM-4 AM 639 9=P., 8840 04L (1) HV BLADE SOLID & (A HY WINDOW BLADE DETAILS IFULNU:sams 135WE WMEWO I.. ASMI , 8461 P,L OM Pa N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane one 0— G)2015 EWFEkN METAL SUPPLY.INC. BERTHA HVTm \NDE/vIM _gz_ml�--A---A-ccordion-Shutter-System 67 M 0 1111"Mig H.V.MADE#1 W1 OR W/O KV.WNDOW MADE L E-C-5, American Shutter Systems mv.N, ----EEMIPTION DATE DRAWN z ML S TILLIT TESTING ENGINEERING COMPANY Association. Inc. I OLD 11-192 wt 4/13/15 ATE 6=Mw.35m,st,St.305,wwwA apam EMMA 3316f 42QB Westroods Drive 2 OF Ph.00:(=)B71-1530.Fax:(305)871-1531 DRAWING No —.00.uRe.aW.... West Palm Beach. FL 33407 3 15-085 ER-000i'Mil 4 .R`` WALTER A.'RLUT Jr.PZ 6 SHEET P.EURE/DATE FLORIDA U.#44167 6 4 OF 28 --i ©-� ®`�°° ®•©"52`© * LOC NO CENTERMA A D. C 0 ®•® Y H S 7' U � ®,®,�©'g+@,A© Y" 1.MANLDITORY CONDITION Et:ONE HV L,K®or®SHALL BE USED AT 1/2 OF-SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR'B OW 2 OF SH SPAN FOR SPANS UP TO 105:AND FOR IN Sf 71ONS AT ANY ELEVARON. HV OR or(g MAY BE US A$AN INSIDE OR OUTSIDE LOCK,ATTACHED T0�OR�' CENTERMATES W/(2) 1/4"0-20 x 1/2"L G FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICALSHUTTEREL2. WNQMpV 41-EVATION. LOTO TWO W CKS OR Y IBE U IR AS AN INSIDE OR OUTSIDE LOCK.CONNECTIOOR FOR N OF LOCKS TO OENTERMATES ® D_ OR®SHALL BE AS IND NOTE") ABOVE LL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. OE.1M 3. O"ONAL=DMOk D ONLY WHEN MMRMRY CONDITION#1 OR UMITED MANDATORY CONDITION K « #9 is U_D4y/TWO H.V_LOt!tS): LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4 6@6 g6 o-&O a+® °R`Ey' BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS @ OR AN ALTERNATIVE DIVICE 164- 11 MAY ALSO BE USED AT STACKING PORION (NON HURRICANE POSITION). B= 4.MANDATORY CONDDTON A9:ONE HV LOCK® S BE USED AT CORNER CERYERMATES FOR ANY SPAN o AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or $HALL BE USED AS AN OUTSIDE OR INSIDE LOCK, EUT ATTACHED TO 6�1 CORNER CENTOMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS AT TOP&8 OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12- R- 2 R- X5.6 S. §8«dog. •ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND Q@ r INSTALLATIONS AT ANY ELEVATION.AL NATE LOCK® MAY BE USED AS AN J. OR OUTSIDE LOCK.ATTACHMENT e K 8� g Noo-xvo 011^ OF 1/4'0-2Ox3/4'S.S.THUMLISCJREW TO®OR®CENTMMATES SHALL BE MADE W/1/4-0-20.3/4"ALUM. t 3 RIVNUT AS SHOWN ON SECTION HVE,SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO T I t / �ggmg v LOCKS AT 1/3 OF SHUTTER.SPAN. ® 6.M AANDKNORY CONDLH^_N.j3 FOR KEYSTONE MOLIh:.ING Ih_.,A•tATIOTw'^_ ONE HV LOCK®or&or®SIRALL BE USED AT 1/2 OF SHUT`IER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 99'.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK @ or @ or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO©or®SYMMETRICAL.CENTERMATES W/(2)1/4"-20 x 1/2"LONG FLAT HEAD S.S. SEE END .� M.S. LACATION OF LOCK SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELLYATION. USE OF LOCKING RODS®W/ CONNECTION OR Q TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E R 1 J K L N p SI{ERS 10& 18 TYP. HEIGHT. FULL I' L& *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER uxuunm 1.SECOND ALTERNATE 70 MANDATORY CONDITION#1.VAI�D ONLY FOR 14V'T"Lir® AND CENTERMATES 9D AND CENTERMATE Q�:ONE ALTERNATE HV 9"LOCK Cid MAY BE INSTALLED IN LIEU OF HV LOCKS®OR®FOR ANY SPAN AND ©°R®oA©•Don®o,1O.�3 ors INSTALLATION AT ANY ELEVATION.ALTERNATE LOCK ��iAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER t?•-.As SHOWN ON SECTION MG.SHEET 9,WHICH MUST-BE 70*15 ©+(9-0.0 CONNECTED TO CENTERMATES®AND®W/ 1/4"0-20 x 1 1/2'LONG S.S.T"wJDEO BOLT W/7/8"0 x 3/32' ®+ '0-(D+(y)+ WINGNLIr OR W/ 1/4'0-20x1'SS.M.S. INTO A 1/4"0x 5/8"RWNUI'.LOCK MAY BE INSTALLED AT MIDSPAN OR 12" 0 7 8 O°A MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY 1 -0 *NOTES ON HD LOCKS�ERMATES: 1.LTD LOCK W/HD CENTEMRMAIFS{ OR(3.W/a:ONE ALTERNATE HD LOCK Q MAYBE USED IN UEU OF PICAL n HV BLADE SHUTTER ELEVATION HV LOCKS Qq OR W FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE LD)LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3#8 x 3/8'F.H.SS.MS.,AND INCLUDES REINFORCEMENT'INSERT®'AS'SHOWNON"SECTIONS HDB—HVB AND HDC—HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BaDW OR ABOVE MIDSPAN.USE OF LOCNNG RODS 35 IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Son High Velocity Hurric9ne one ©2015 EASTERN METAL SUPPLY.INC. BERTHA HVTm ENSF --- = _ — IL E-C-®-,wc Accordion Shutter System KV.RME#1 /OR W/oHV.WM11-M-E American Shutter Systems mv.N, DESCRIP00N DATE DRAWN ILS: ML TILUT TESTING & ENGINEERING COMPANY Association, Inc. 'I OLD 11-192 4 13 15 DAZE 4/13/15 STATE.OF D fiass N.w.3SM SL,Sl 305,wlcww 6a mDls,FtbRRW 33t / /. Phona:(30.5)871-1530.Fox:(3D5)D71-1531 4268 Westrocds Drive z DRAWING No ••... 6;`�� a ES-006771aDi�om West Palm Beach, FL 33407 3 15�O�F20] 48 ����Zwil ZONAL E -0" WALTER F TTER u e Jr.P. 5 SHEET P.E. SEAC�tlffl�1URE/DATE 6 E NCRETE ANCHORSPUURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLACK CONCRETE CONCRETE S(�13) REQUIRED 1/4'0-20x3/4'S.S. RF.OUIRm RFquiRE0 CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORS 17 18 R�J�IA cEISfONE(SEE NOUN11N0®ON SHEAT 7)1DR (SEE SCHEDULE ON W/1/4'-20 (SEE SCHEDULE.ON SHEET 13) SHEET 13) NUTS® 12'O.C. 1" --- 12 OR 14 MIn. 11/470-20x3/4" MACHINE SCREWS _ ED Q 2' --- USING 1/4=20 NUTS t/ /2. 0 12"O.C. E D.* 250"Max. _ _ 9 - -- 13 OR 5 -- O3 GR Q D I .250'Max. OPTIONAL �PTIONAL U i i A6N.SFDAR1alaN I ' ' I ro ass(sa I I I I I 1 1 f`l�iwRaa°NnEmAm 1' I. 1 OR ®® I { I Ov 9¢EI is FOR L' I — MIN.SEPARATION TO GLASS IX�— EVOESQ)g� I I �I' I MIN.SEPARATION TO GLASS �I I 1 EXISTING SCHEDULE ON SHEEP 11) '`(SES SCHEDULE ON SHEET 11) DOGVSS iSRNG '� 1� A HV WALL HEADER INSTALLATION ©HV WALL HEADER_ INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE EXISTINGvam,__ I ' MIN,SEPARATION TO GLASS r I ' 0N ' 1 OR �a I I I 1' (SIE SCHEDULE ON SHEET 11) 1 -MMMT (� ' L' ' MW.SEPARATION TO GLASS i i I 1 EXISTING GLLANSs—j I BLADON am E ONO ' �i i`(SEE SCHEDULE ON SHEET 11) III I ® I B"'°ESOtQ I ; s EXISRNC^i ' I�OPTIONALCLAS% i pr 1/4" itll I'li E * _ \ Max. I OPTIONAL i i i i 1/4'Max. I1 1308113 E DA Eq 1 _— 12 OR® -- - 1/4"0-20x3/4"S.S. Min. -- L E q PHILLIPS TRUSS HEAD 1/4"0-2023/4"SS.PHIWPS CONCRETE ANCHORS 17 R 18 MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACIRNE SCREWS '-�(SEE'SCHFAULE ON SHEEP 13 1' 1/4"-20 NUTS®12"O.C. (SEE SCHEOUTE ON W/1/4"-20 NUTS®12"0.C. POURED CONCR _y ) Min. POURED CONCRETE SHEET 13) OR CONCRETE BLOCK OR CONC OCK CRETE ANCHORS REQUIRED WALL uIREEi Op HV WALL SILL INSTALLATION CONCRETE (SEE scHEUULE ON O HV WALL SILL INSTALLATION O SHEEP 14) OR CONCRETE BLOCK WALL RECIUIRED O HV WALL SILL INSTALLATION A� A A 1AD 11 7F FOR COMSHEET 4 FBI? OF SECTIONS INSTALLATION DETAILS III 1—SEE SHEET 4 FOR TYPICAL SLTUiTER 8 E D.=EDGE DISTANCE ASSEMBLY MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIRCAHONS ON SHIfT' 1� Q BLADE SEE "ON IS�°R (1) HV BLADE IN ANY WAY TO SVR ANY INSTAUAMON. 1111T1R+1 FLORIDA BUILDING CODE(Rion high Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC: 13ER MA {HVTM Accordion_Shutter_System ® H.V.RADE#1 W/OR W/O H.V.WIMM BLADE American Shutter SystemsIEV.N DEscrormON Gn1E GRavrtL M.L.: M. -'I'- SAT OF TILLIT TESTING & ENGINEERING COMPANY 'p": �Q` fiJ55 N.W.36N.St..St,309,NRGadW GARDENS,FLORIDA 311 Assoclation. Inc. L OLD 11-192 4nyT DAME: 4/13/15 Phone:(505)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No a-mail:U 0013®aoL.rnm West Palm Beach, [=L 33407 3 5-085 WALTER nA 11167 5 P.E. RE DATE FLOC U` SHEET 6 6 OF 20 POURED CONCRETE ANCHORS , �L gP I I O' , , I CONCRETE (SEE SCHEDULE ON SHEET 13) { �( i 1 OR ( EXISTING i I.mL SWARAnav I ir REQUIRED I 1 i.. rD clts I EDGE OF 11 FOR 980E mAVD I GLASS--f MIN.srABwa+ I I { SREEt 1qAP UPCABI LE E%I LASSONA I 1 ANCHOR + I EkiSTWG + LOCATION. + g10z3/4"HEX WASHER HUD I +r 1 1 OR 13 OR 15 3/8 NN. TER SCREWS® 12"O.C. i $ SE�E OF N 3/B MN. CONCRETE ANCHORS i 7. (SEE SCHEDULE ON SHEET 13) - E APPLICABLE It EXISTING I I I �I I I EDGE.SLAB I F Gr. 1 IF �I �/1/2" 1 l EDGE OF APPLICABLEIF 0. i RX SFPAP ON { tD aAs(SFE , _ ' APPLICABLE E.O. APPLICABLE POURED POURED FIAT HEAD CONCRETE ANCHORS -I t aa,®Atm I g POURED—"' CONCR p' CONCRM (SEE SCHEDULE ON SHEET 14) 1 REQUIRED ON Glw 79 Fat I 1 OR ® CONCRETE REQUIRED FIAT HEAD CONCRETE ANCHORS { DUV6ma© REOWRED D. D. (SEE SCHEDULE ON SHEET 14) 11 .TRENCH INSTALLATION .D ONLY FOR UP TO+70. -75 PSV A.S.D. HV FLOOR INSTALLATION HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER ©HV CEILING INSTALLATION t SCHEDULE#3, SHEET t1 IX1571HG LPN.SFPA9p { eea srTalRalat I t r CONCRETE ANCHORS f•,_ roaAs T ' I"' ® (SEE SCHEDULE O SHEET 15) t/4D A (OR SRi tt) E(SRNG EXISTING N wlDORIA O TEaWO=OR 714.0 POWt1{5 { 1/4,• GLASS—' I GLASSwaN Sam U) ' , G' ui i ' FASn3ffiS TNPP"tu+Atialas w/ MAX. I 1" , ' 1 1 uW.sFP.GutIPN ro I + /3/4•WL EMEDUENT 9 V i 0 '' i{ —I(SEE samaE a+ tq , ,I IXQ FOR UP 70 e-W SPAN AND I+ I { 4•D.C.FOR SPANS LARGER THANUP To aft +•1 I. i _I I 1{ I 1/4• I OANT AT*111 FA511110 HrI SFNADD (IRP.)(SFE W15 tt ON sESM 11 1/2• f I' OR 18 O* W1ASHER. FOR uL9 nna s 3/e- IAAx cONr. aANr T w I IRI. 7EX SCREWS — I M . #14.3/4• HEI X HEADJ11 8' ® 72'O.C. 1 8" t/4b-2Ox3/a•SS NS TQC SCREWS®9"D.C. I 14x3 4 SAS. ___ t i .+ �.•a,••,•1 CONCRETE ANCHORS -- 8 +O / USING OR 1/4"s-20 S.S.M.S. (SEE SCHEDULE ON 1 _ _ 7 3 ®9"0.C. 1 __ _ t +{ byl• `'.a'•= , 4:•: o il'o4P-2D MRS W/NUT tl 9.O.C. + 1 SHEET 14) -r s_ 1/2" ,1" • '2.00••AIIN.''-'a w TRBi'DECORADVVE 17 R 18 � '11 I i EDGE OF ' :•1:'• F;D; rl SILL) {I I STAB IF #14x3/4"F.H.S.D.S. � a.••.A(IN:•:: �., POURED caNCREIE 1 7/8• 1 7/A APRLICAB CONCRETE ANCHORS SEE NOTE 13(b) ®B•O.C. -d 2_ REQUIRED D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 EE NOPE I3(b) OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEEr 1 ,r.•.. •.•.-.. OR CONCRETE BLOCK ONAL POURED REQUIRED REQUIRED Q�CEYSTONE MOUNTING INSTALLATION cONCR QK HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATIO WXIWUM ASIX DESIGN PRESSURE+84,-72 pt REQUIRED L� MAXP&M*HURTER SPAN 9•-B• QJ HV RAINGUARD INS TION NOS: NOTE FOR COMBINATON OF 5 N5: * SHALL.INSTALLATION SHALBE E.D.=EDGE DISTANCE REMOVABLE WFIEN PERFORMED 1-SEE SHEET 4 FOR TYPICAL SHURER (SEE SPECIFlCI0LON5 ON SHEET 13) E OPERABLE EXIT O BLADE to ON SHEET OF USE FOR OR ENTRANC ASSEMBLY INSTALLATION DETAILS Wj (P HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED �p A� f �Tt IN ANY WAY TO SUTr ANY INSTALLATION. FLORIDA BUILDfING CODE`MOTH High Velocity Hurricane Zone `````1����R A:•�/(�/��/,',' ©2915 EASTERN METAL SUPPLY,INC. � R �GENSF•.9 BERTHA HVTM ----- --- - : -rte=� - - 8L 0 INC.-- — u - ® ice ® Accordion Shutter System KV.MADE#1 w/OR W/O KV.WOW RADE American Shutter Systems TEX N, DESCRIPTION DATE DRAWN BY: N.L `$ E OF TILUT TESTING & ENGINEERING COMPANY -o TAT6]55 N.W.36N.SL.se.309.MRtDNA GARDENS,FLORIDA 33164Association, Inc. t OLD 11-192 4/13/15 DATE 4/13/15 I0 Rlu PhDne:(305)971-1530.Fox:(305)877-f 531 4268 Westroads Drive z NA1 ���` wuiE®a 71WT1Jr.P.E West Palm Beach, FL 33407 a DRAWING No 15-085 p p +1�X FLORIDA U.y 44187 5 SHEET P.E. SF1 fSIunNA�fURE/DATE 6 7 OF 20 SEE END WALL CON ECTIONAI T� INSTALLATION S W/ (I H V 1 C SEE NOTES AT LOCKING R00S®,Fry LOCKS ll 2� OUT 90' 1 N IXIsnN USS - AND ALTERNATE HV LOCK®ON SHEET S. c *•l S ADE SLACK DErAIL HOFIS VALID FOR AM BLADE W HV CENTERMATES CFNTERMAIE9 APPLICATION WRH BLADED Q oR�aR©+paR$Qas .1o+ OR 10+Q�©+(�3aRQ+QoRDETAILS ON SHEETS108LO 8 IXI511NG GLASS O © O O O 6'+ 7 +1 m6'+ 7 +tgon -------------— 2°k25:1/8'x0'-2 I ®+®on O+Don 19+Q 3 1/4" 7° 6 1/2' 7' (6DB3-T6 AUA'Q ALUM. ANGLE W/(TJ 1/4'C TAPCON ' 1/2- as©+� OPPOSING SYMMETRYCAL ANCHORS 70 CONCRETE I CENTERMATES (roP/eon0.)a:. CENTERMATES (,)))70x7/2'S.M.S.TO MBE I $10x3/4"S.M.S.® 12" MIN.SEPARATION AT EACH ANGLE(7YP) O.C.FULL LENGHT. W f HV LOCK 4 or 5 SEE GLASS LE W/ HV LOCK _4 or _ IN 35* 3 ON SHEET 11) 90• 5* 1 I Qm+�aR©+��®aa10+QaR 0 „ HVQ OUT 10+Dan©+p��+QaN HVA 2 HVB © ® O O O Q ASS _ 1 ow aN 6,+ 7 oA 8 art 10+ 3 IXISTING GLASS POURED CONCRETE OR +O+©ox©+ ]� 1 m l CONCRETE BLOCK WALL ) 10+Dan�+�Qd+Q+©on r REQU ED STING S+®aB&�B anQ+@] - `_------------ --'�------ — SYMMETRICALA' *Q+Q��*Q+®«+ GLASS * IN MIN. SEPARATION 8 +18 an 19*t 3 onQ+®5 �IXIsnN 1 CENTERMATES* 6 ©+Qon +(�$axQ+�7 «1 To GLASS cJ GLASS (SEE SCHEDULE m W/ Hof_ (.DC{( fGobl (INTERIOR) Q+Qon Q+Dors 19+Q ON SOPTIONAL HEET T 1) MIN.SEPARATION 3 TO GLASS I N - OPRONAL on®+® (SEE SCHEOWLE _ ON SHEET 11) (IN ERIOR) _—_—_—_—_—_ __—_ OUT CONCRETE 4 ANCHORS 1 J 0C7 °n * 3 vARits 3 qDg'-VIV Le* m2 as OUT C? 1/2"MAX.SLACK OUT . 3 * .5 (OaMOR) HVE HV0* HVL) FLORIDA BUILDING CODE(Won High Velocity Hurricane Zone ````\LILILLLLLIIffff 0.2015 EASIMN METAL.SUPPLY, INC. f/ff/ �+i : H�,gp g�yyp II$�R�S'9f91 m7�TM -- - -_ --- ---- --- - -=- -- @ o>��-- _ Accordion Shutter System rl ® ■ ®---H.V.-BLADE#i-W/OR-W/o KV.-VAM W BLADE �iC•. 1 �T TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DMCRVIION DATE DRAWN BY: Md, •'4 STATE OF "� 0355 N.W.30DI.56,Sia 3a5•MRGINIA GARDENS,FTDRNA 331 Association, Inc. 7 OLD 11-192 4/13/15 DATE: 4/13/15 Phono:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 L� o—ma0�0oo1Da9.cam West Palm Beach, FL 33407 4 DRAWING No S+............. \\\\\ WALTER A.TILUTaOB7 9 P.E. 15-085 P.E. If��I�yN.41 AE/DATt FLORIDA L a @ 44167 6 SHEET 9 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE POURED CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL REQUIRED -BLOCK WALL REQUIRED BLOCK WALLREQUIRED BLOCK WALL REQUIRED ' �EXIST1NG GLASS EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS 7)� _-S �[ 2'MIN EXISTING GLASS ®i6'O.C. ,---F-� MN.,SEPARLM - I---7 -.1 - --� 2'MIN. MW.SEPARATION TO GLASS(SEE MINSHEEr .SEPARATION 1 EQ IMN.SEPAPARON =A TO GLASS(SFE I 11 FOR HEDULE AM® To q�(SEE I 1 TO GLASS(SEE I 1 SCHEDULE ON SHEET 1/16 z3" MAX. ON SHEET 19 FOR LE ON$HEEL' I'llE211 FOR BLAOE.pAND SCHEDULE ON(SFEEr 11.FOR EHADE(AND {sDs3— coir. GLADES pee Q� n FOR OlAOEpAND (LOCATE AT s+ T 19 FOR ALUM.CLOSER / ` I�ADtsprk FOR 1/ / ON S1=19 FOR gyp& E7iHO SIDE 1 LaM6p&� PWTE (LOCATE 1/2 T-� OF 5 ) Ai EITHER SIDE MIN 1/2'MIN. OF®� 1 3e USE,'OR 2"MAX. 1 #,Ox1/i'S.M.S. 1 _ (AS APPUCABLE)XL'xt/8'x0-2' #10iet/2'S.M.S. ___--_ ® ,6" O.C. / --- 0 16'O.C. ALUMINUM CUP ANGLE (6063-T6 ALLOY)AT MIDHETGHr 5 SEE DETAIL X FO_ (2)1/4 0 TAPCC.(ANCHORS TO WALL AT 1"O.C.(LOCATE AT Mt OR SEE DETAIL X FOR ) OR W SIDE CONNECTION ) DR EITHER SIDE OF®) �OR & TO TRACKS SIDE CONNECTION SEE DETAIL E FO m a,6 7�m TO TRACKS m 6.77.8 m 0«®m ©•®01©® �'®® STUB CON N 4 10+®^x�.®m©«®"` 10'�®"�`.�©+®°1 ©•07 +©m©a�+�"' ®6+T 6 7 w ©•o`©�©•o��m ©+o+©m©.o+tea ®+®m®«gym®+ ce oW©mo•o;® END CONNECTION DETAIL Q END CONNECTION DETAIL 20 C inkir nL-rAI1 03 END CONNECTION DETAIL &REQUIRED ONLY FOR SPANS GREATER THAN 1Y-Or CONPOURED CONCRETE OR EXISTING GLASS REQUIRED BLOCK WALL !' GLLASS Q. ---. ----^-- ` TRO�INION ®16S.M. -------- SCF'a G' ON :E1 .. .O. MN.SEPARATION Y �---'--- _=--- 6 OR®OROOR Ii FOR MADEOAND CONCRETE 1/2'MIN. TO OEM(SEE ON SHEEP 19 FCR ANCHOR® 111 FOR BLADED QORQQR(qOR 0 CONCRETE BIACfS(& 12 O.C. ON S'IEEr 19 FOR 4 __ _ ANCHOR - - .Q 5 BLADES p&® -- -- aR 1 0 .G 1/2"MIN. _1/2-MIN. „4 2"MIN. ----- EQ - --- OR 1 QR 2"MIN. F 61SEE UM ARONS OF USE FOR '�'C,�1r y 5 BLADE ON SHEET,9 (9 OR(.3 OR(BOR@OR(D VIEW Y OR �` PLN DETAIL X oR ®• ®m®m©+pm® ,D•pm INSTALLATION POURED CONCRETE OR ® ©'�©+®m CONCRETE BLOCK WALL SD+ m REQUIRED 1D+®m©+�"®`®m ®•O•©m©•70•®W n HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL® QB«®mp+®m,®•®5 m�1®END CONNECTION DETAIL© ©•�m0+®�®.� FLORIDA BUILDING CODE ikon High Velocity Hurricane Zone 4% Q.](( ®2015 EASTERN METAL SUPPLY,INC. sem? �c�n1S BERTHA HVTM - �L E M—o-n — Accordion Shutter System — e� ® ® ® � -H,v-MME-#l-W/+-0R-w/o H.v-uxr>oDav MAX- - Amerlcun Shutter SystemsEN.-1x D1 MFMON DATE DRAWN ar• ML TII LIT TESTING & ENGINEERING COMPANY STATE OF 6355 N.W.361h.SE,Ste.365,VIRGINIA GA OW.FWTIMA 3316 Association, Inc. 1 OLD,1—,92 4 13/15 GATE: 4/13/15 Ptme:(305)971-1530.Fax:(305)671-1531 4268 Westroads Drive '2 ®-0006�719�m West Palm Beach, FL 33407 3 DRAWING No Trp /DNALE ��� WaTER a TI111f Jr.PE 4 15-085 P.E.rS'�11C��fl311AIiURE/DATE nRNA Lie. 44167 s SHEET OF 20 SCHEDULE #1 SCHEDULE j2 SCHEDULE 3 MAXIMUM SHUTTER SPAN "L+" OR "L * IMUM SHUTTER SPAN L+" x MAXIMUM SHUTTER SPAN "L+" *" (ft.). FOR INSTALLATIONS W/ SYMMFTRICAL OR "L-" (ft.) FOR INSrALI eT10N I WENT) CE_NTERMATES.@ &Q or or INSTALLATIONS W O N R "L-" (ft.) INSfALIATIONS / W. SYMMETRICA CONCRETE& FOR A W/ ONE H.V. SOCK or or or & W/ ONE HV LOCKS MANSORY WOOD (1) L4- AS!D.UDESIGM PRESSURE RATING. G'�" HD LOCK W/NO LOCKING RODS or ONE HV LOCK' or®or® OR W/ NO LOCKING WALL A, B, G. D. E. M, N, 0, P, 0, L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTFJ2MATES®.&®W/ONE HV 'T" W/ NO LOCKING RODS® AS.D,DESIGN PRESSURE RATING. ODS MOUNTING F, K& L R. S, & V. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES tTt) (VV10 FOR MOUNRNCQ BOTTOM SEE NOTES ,11' (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING G. H, I, 11. J T. U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS� CONCRETE&WOOD CONCRLTE MOUNTING & M ' A=nEEaNW ,��mIU .ITIS- LAOS ,�y N STA-LATIQNS GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING. PRESSURE WALT.MOUNTING FLOOR CEILING r�ilRE WALL MOUNTING PRESSURE DEEERMINE MAXIMUM SPAN'L+"FROM SCHEDULE MOUMMG RATu1O & RAnNO FLOOR/CouNG MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. FLOOR/CEIDNG MOUNTING (+P '�) FLOOR' Aan LL Mat11711NG q DETERMINE MAXIMUM SPAN'L-"FROM SCHEDULE. L+ (0) L-(TI) L+ (N) L-(0) L+ (0) L-(a) V MAXIMUM SHUTTER SPAN "L+"OR "L-"FOR 30 OR-LESS 16'-0" 16'-0" 16'-0" 16'-0" 30 16'-O' 16'-0" 30 16'-01 16'-0" INSTALLATIONS INTO WOOD SWILL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 14'-10" 14'-10" 15'-2" 16'-0' 35 14'-10" 14'-10' 3 105 PST.AS.D. DESIGN PRESSURE RATING,. MINIMUM DETERMINED SPAN BETWEEN'L+"AND"L-". 35 5 15'-2" 18'-10" ' 40 13'-10' 13'-10" 14-7." 15'-2' 40 13'-10" 13'-10" 40 14'-2' 15'-2" (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 4,5 13'-7' 13'-1" 1 13'-4" 14'-3" 45 13'-I" 13-1" 45 13'-4" 14'-3' t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-$" 12'-5' 1 12'-8" 13'-7' 50 12'-5" 12'-5" 50 12'-3' 13'-7" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-1o" 111-10" 12'-1" 12'-11' - 55 11'-10" 11'-10' 55 - 11'-1' 111-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSRNE A.S.D.DESIGN PRESSURE 60 11'--4;" 11'-4" 1P-7" 12'-4" 60 17'-4' 11'-4' 60 10'-2' 10'-11" NOTE¢5,SHEET S. RATING: 65 70.1-10° 10'-10" ti'-1" 11'-tY 65 10'-10" 10'-10" 65 9'-5" 10'-1" DETERMINE; U+=MAX_SPAN FOR WALL MOUNTING INSTALLATIONS. 70 70'-6" lO'-6" 10'-9" 11'-5" 70 t0'-6" 70'-6" 70 8'-9" 9-4' L2+=MAX. SPAN FOR FLOOR/CEIIJNG MOUNTING 75 10'-i" 10'-Y 10'-4" 17'-1' 75 10'-1" 1lT-i" 75 - 8'-9" 'I••f EXCEPT THAT MAXIMUM SHUTTER SPAN'L+"OR INSTALLATIONS. ;!95 9'-10" 9'-70" 10'-D" 10'-9" 80 9'-1 D' W-10" "L-'AND MAXIMUM AS.D.D.ESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 9'-6' 9•-6" 9'-9" 10'-5" 85 W-6" 9•-6' INSTALLATIONS IMO CONCRETE OR CONCRETE BLOCK RATING 9'-3" 9'-3' @'-5" 10'-1" 90 W-3' 9'-3' SHALL BE LIMITED AS FOLLOWS: DETERMINE: 9'-0" 8'-9" 9'-2' 9'-10' 95 9'-0" W-9" 1- CONNECTIONS TO KEYSTONE MOUNTING Lt--MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. El. LIMITED TO +64,-72 p.s.f. AND 8'-0'SPAN, SEE L2- MAIL SPAN FOR FLOOR/CEILING MOUNTING 8!-9" 8'-4' W-0" W-7" 100 8'-9" 8'-4" MOUNTING OON SHEET 7. INSTALLATIONS. 8'-7' 7'-i1" 8'-9" 9'-4" 105 B'-7" 7'-11'B'-4" 7'-7" 8'-7" 9'-2" 110 8'-4" 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE •-" ' 115 W-2" Y-3" MINIMUM BETWEEN'L,+","L2+",'L,-"AND"Lz-' 120 W W-11" W-2" 8'-9" 120 8'-O" 6'-t I" SEPARATION TO GLASS SCHEDULE 125 7'-70" e'-8" (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN ANO NEGATIVE A.S.D. DESIGN 130 7'-8" 6'-5" 7'-10" W-1" 130 7'-e" 0-5" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7•-7" 6'-2" 7'-9" 7'-9" 135 Y-7" 6•-2' WIND ZONE MINIMUM I SPAGNG, 140 7'-5' 5•-11" 7'-7' 7'-6' 140 7'--l' W-n' ASTM E-1996 SEPARATION 145 7'-3" 5'-9" 7'-5" Y-3" 145 7'-3" 5'-9" TO GLASS 150 7'-2" 5'-.7" 7'-4' 7'-0" 150 7•_2" _7" 155 7-0' 51-5" 71-2" 61-9" 155 7'-0" 1 THRU 3 160 6'-1 t" 5'-2' 7'-1" W-7" 160 6'-11' 5•-2" 165 6•-10" 5'-1' 7'-0' 6'-4' 165 6'-10' 170 W-9" V-11" 6'-11' W-2' 170 6'-9" W-1 t' 175 6'-7' V-9" 8'-9" 6'-0'. 175 6'-7" 4'-9" ISO 6'-6' 4'-8" V-8' 5'-10" 180 6'-6' 4'-B" ® H V BLADE 185 6'-5' 4'-6" 6'-7' 57-8" 785 61-5" 4•-6" 190 6'-4' W-5' 6-6 6 ' ' S-" 190 .6'-4" 4'-5" - 195 6'-3" 4'-3" 6'-5' S'-5" 195 6'-3" 4'-3" 200 W-2" V-2" 6'-4' W-3" 200 8'-2" 4'-2" 205 6'-7' 4'-1" 6'-3' 5'-i" 205 s'-1" 4'-1" FLORIDABUILD] CODE(Non High Velocity Hurricane Zone Nt1111111111114"', ©2015 EASTERN METAL SUPPLY,INC. ruc,T BERTHA HVTM Accordion Shutter System -.AM RW BLADE-#1-W/ KV.WINDWV-BLADE • '' rfJ_'; TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems lev.N DESCRIPTION DATE DRAWN ICY:Ulam G. 1k = Ass H.W.36th.sL,Sto.300,%RRMWA OMENS,FWRDA 331AS30CiaflOn. Inc. 1 OLD 11-192 4 13/15 DATE. a/73/ts ` Ph--:(305)871-1530.FRA:(305)871-1531 4268 Westroads Drive 2 DRAWING No ' -mall:61Loca®cul.com West Palm Beach, FL 33407 3 ED-000671915-085 oWALTER A.TRLR Jr.P.E iG E/DATE rLawaa u.p 44167 6 SHE 11 OF 20 It Ts"ATTIMU ANCHOR* SPACING An-) M4 UI FOR A Gi}'F 4 MAX SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNTINGS E,0.&H.ON SHFE75.6 6.7) - - 1.ANCHORS TO SUBSTRATE SHAW BE AS FOLLOWS. "I'm owmeww"M BLOW POURED CONCRETE (A) TO DUSTING POURED CONCRETE(Mtn.f'c-3 kDl) EQWALL SILL MOUNTING ©CEILING MOUNTING HQ FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.SIX UILD .(Min.I'c=3 W) SPAN - AN_.HORS SPACING LEND -1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.10=3 L-6) 06TH RIAMNE PRWM Rg1w W Lm DESIGN NEGw4E Femsuir4m bdi ksk DESIGN 10AM PAESS a MMC -1/4.0 BLUE TAP CONCRETE ANCHOR$W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.ING.(Min.t'c-2 Tal) 30 4060 175 90 120 160 205 30140160 75 9 120 0 205 30 40. 60 751901120:;100 205 TAPCON OR -1/470 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12110 9 8 8 1.6 5S .14 12110 '9 8. 6 s i4 12 70 e a e s a TAPCON WITH ADVANCED COMPANY'OR ANY DEFIER APPROVED LICENSED OR AULHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3'-0" 14 12-110 9 8 B a 6 14 12 70 9 8 8 6- 6 14 12 10 9 8 tl 6 8 PORN TECHNOLOGY (Mu1 tc=3 Ami) OR 14 12 10 9 B 8 6. 6 14 12 70. 8 s 0 8 6 14 12 14 9 8 8 6 5 ALL POINTS som-SEI' 1 12110 9.. B 8 6 7 14 12 10 9 8 B 6 6 14 12 10 9 a a 6 e BLUE TAP'W/CAP NDTFS: ' 14 1Z 70 9 8 7 6 35 14 12 'To, 9 a 8 6 6 14 12 10 9 8 8 6 6 RAPPER+ A])MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR YAPCON WITH ADVANCED THREADFORLI TECHNOLOGY ANCHORS AND TAPPER+ 14. 12 10 B e e 6 6 14 12 10. .9 e 8 6 6 14 12 10 B B e 6 55 ANCHORS IS 1 3/4.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 14 12 10 9 e a 6 4 14 12110 '9 8 B s '4S 14 12 30. 9 8 8 4 35 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SbUD-SEr ANCHORS SHALL BE'7/8'INTO THE POURED CONCRETE NO'BABEDMENT 14 72 70 9 8 8 6 9.5 74 12 io e. e 8 8 SS 14 72 10 -9 8 8 6 4S INTO'STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL.BE 1 1/2'LONG MINIMUM SHOULD STUCCO ENSr,AND 74:12 10 9 73 5S 3.5 - 14 12 10 9 8 8 6 5 14 12 10 9 8 7 55 4 os lllmA]xINS W OSE FOR 1'MINIMUM FOR WALLS WITH NO STUCCO. t4 12 70 9 8 $ 6 B 14 12' 10 9 6 8 6 55. 14112 10 9 8 8 6 4S 6U0E IA ON SHEEP 19 5'-O' 14 jig 10. 9. 8 7 4 -'14 12 l0 B 8 65. 5 3.s 14 12 10 8 6.5 5 35 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FT)UND ON THE IXBRNG WALL OR FLOOR. 14 72 10 8 8 7.5 4. - f4. 12 10 9 8 B 6 4S ] 12 10 8 B' 6 45 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHAM.BE AS INDICATED ON 14 12 9.5 7S.6--4.8 - - 74 72. 70 9 8 7S G5 4 14 12 10 9 8 6 45 35 NOTES At)&AZ)ABOVE FOR INSTALLATIONS ON-VINYL SIDING OR 11FS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR T4 12 10 9. 8 8 6 - 14 12 io 9 a 8 6 5 14 12 -1 9 B 6B•5 3.5 INSTALLATION INTO DFS WITH METAL STUDS SFE SHEET 20. i4 17 10 9 7S 5S 3 14 12 10 ES 7 55 4 3 14 12 a 65 55 4 3 1a 12 10 B 8 6 - - 14 12 10 9 B eb 5 75 14 12 10 85 B 5 4 - (B)' TO EXISTING CONCRETE BLOCK:(AM G-90) 14 12 B 6.5 5.5 3 - 14 12 10 B 8 65 45 3.5 14 12 70 8 7 5 3.6 3 1/470 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILOIX, 7._O" 14 12 iD 9 8 6' - - 14 12 10 9 8 7.5 4 14 12 10 9 7S 5S 4 3 ^1/4'0 x•3/4'ALL POINTS SOUO--SET ANCHORS,AS DISTRIBUTED BY ALL POINfS SCftEVI.BOLT&SPECW.TY COMPANY. 14 12 10 B 6S 4 - - 14 12 8 75 6 4S 3S - i4 TOS 7 5_3 4S 35 - -1/4 0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY kOPJOA FASTENERS DIRECT.INC_ 14 12 10 8.5 7 4 - - 14 112110 9 75 4 - 14 12 9 7 7.5 4.5 - - 1/4P0 TAPPER+ANCHORS AS MANUj=AONRED BY POWERS FASIENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 11 1 5,5 4,5 - - 14 12111 9 7455 4 - 14 12 9 7 6 4S 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED I]NDOR REOISIERETI WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC_ $.-0. 4 12 10 8 8 ILS - - 14 12110 9' 8 4 - ,4 12 10 8 6S 5 35 - NOTES: 14 12 8;9 7 5.5 3. - - 14 12 8 6.5 55 4 3 - 25 SIS .6 5 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON BLUE TAP W/GAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4•AND TAPCON 14 12 9s 75 6 - - 14 1219.5 8 65 5 - - 14 12 8 6 65 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS I 73 9.5 1.5.54- 35 - - 14 12110 8 66 5 - 14 12 8 6.5 5 4 B._Oe 14 12 8 - - - 14 12 f0 8 7S 4S - - 14 12-eS 7 5S 4 - - 0.2)MINIMUM EMBEDMENT OF 1/40 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11,5 4 - - - 74 71 T 53 5' 35 - - 11 8 55 45 35 - - - EMBEDMENT UNTO STUCCO SHALL BE PERMITTED.1/4"0-20 S.S.MACHINE SCREW USED SFWt BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 4.5 - - - 14 12 8.5 7 55 4 - - 14 TOS 7 5.5 6 4S - - EXIST;AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 1.5 85 - - - 14 72 9 7 B 4S - - 14 11 10•-O' 14 12 7.6 - - - to t2 10 e•65 5 - - 14. 12 9 8 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON 7HE E7USTNG WAIL OR FLOOR, 14 M3S - - - 13 95 65 5 4 3 - - f9 7S 5 4 3 - - - ANCHORS SHILLL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 - - - - 14 11.5 9, 6 5 4 - - 28 95 6 5 4 4 - NOTES B.1)&B.2)ABOVE FOR LMSTALLA71ONS ON VINYL SIDING OR E1FS WTH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. OS B - 14 12 B 6.5 SS 4 - 13 70 65 5 4 3 FOR INSTALLATION INTO En WITH METAL STUDS SEE SHEET 20. 14 12 _ - - - 14. 12 9- 7 6 4.5 - - 14 105 7 5.5 4.5 3S - 125 s5 5 - - 12 9 6 45 4 3 - - 9 7 45 3.5 3 - (C) ANCHORS SIUALL BE MSTALLFD FOLLOWING ALL OF 7HE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 -10 7 1- - - - - 14 105 7 55 4.5---- 11.5 eS 5514.5 kML751- - 957 4.5 - - 14 1115 4. 7.5 6 5 - - 12 9 fi S 4 - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(GD.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12'-O' 14 12 10 - - - - 14 12 B 8.5 6.5 •- - - 13 .la 6.5 5 4 - - - EDGE DISTANCE V RS PACING SGHED u h FOR ANCHOR 1.5 BS - 4.6 - - - - - 11 a 55 4 3S - - - e B 4 3 = - - - MAXlMOM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 35 BS 6 - - - - 13 95 65 5 4 - - - OS 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS 9 6,5 - 1- - 14 10.5 7 SS 4.5 - - 11 85 55 4S35 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 0 12 - - - - - - 14 n5 75 6 s - - - 12 9 5 45 4 - - - FACTOR lL5 8 - - - - - - 10 75 5 4 3 - - - 75 SS 4 3 - - - ACTUAL TAPCON WITH ADVANCEDTAPPER+ 2-5 e5 - - - - - - 12 9 9-17s 4 - - - 95 7 s a - - - - EDGE TAPCON ALL POINT SOLID SEF BLUE TAP W. CAP e 6 - - - - - - 73 s.5 6S 5 - - - OS 7-9 5 4 - - - - 9 V BLADE DICTANCE 7HREADFORM TECHNOLOGY MIN.SPACING 14'-0' 14 12 - - - - - - 14 105 7 55 - - - - 11 8S 5.5 AS - - - - ED. MIN.SPACING=3" NUN.SPACING-3' MIN.SPACING=3 1/2" MIN.SPACING=3' 3 3/4' 4" 10 7.5 - - - - - - 9 7 4.6 ®S - - - - 7 5 3.6 3 - - - - 1 FIV B D W POURED CONCRETE& FOUITED CO NOME CONTEtE B10at POURED CONCRETE a POURED CONCRETE&POURED CONCFM Wtd3EIE RDac 16 8 - - - - - it 8 55 4.5 - - - - 9 65 4-51- - - - - CONCRETE DLOCK MIN.EDL-3 I/2•MN.MA 2 1/Y CONCRETE BLOCIC CONCRETE BLOCK AIN.ED.-3 1/2'MN E0.=2 1 7.5 - - - - - - - 12 9 6 - - - - - 8S 7 4S - - - - V WIND LWL E0.e3' LAM FJL"31 L9N E0..3' ,4 - - - - - - - 35,0 6.s - - - - - 05 a 5 - 81" WORKING 3" 1.0 O.9D 1.0 0.78 1.0 0.64 1.0 75'-0' 6S 4 - - - - 8.s 5 3 - - - - - 2 t/2" 0.87 1.D - - 0.67 1-.0 TD - - - - - - - 05 a s= - - - 85 s 4 - _ _ _ _ IN UNISON o5t 7 a 15 B5 5.5 _ _ _ _ _ 9 BS 4.5 _ _ _ _ _ 1 3/4" . 04314 - - - - 2S 9.5 6 - - - - - 10 7.5 5 - - - - -6 45 3 1 1 � 0.359.5 _ _ - s5 7 s - - - - = 8 6 4 = _ = FLORIDA BUILDING CODE([�anTHlyh �lelocity I{Urricane done TIL(/T'�.,,�� ©2015 EASTERN METAL SUPPLY,INC. ' VAR BEi�'6 HA H V TM Z ® � Accordion Shutter System --._�-_- - - -- -- - -_A. -®--® - KV.-MADE#1-Wl OR-W/0 ItvNowa_MADE = American Shutter Systems Ev.N DESCRIPTION DATE DRAWN BY. M.L. ? STATE DF TY TILLIT TESTING & ENGINEERING COMPANY '�- 6355 N.W.3681.St.Ste.SM.WGM GARDENS FWRIDA 331GE Association, Inc. 1 OLD 11-192 a/13/ts DATE 4/13/75 Phone:(305)871-1530.Fox 1(305)871-1531 4268 Westroads Drive 2 ., OR .•���``�� c-moil:Ulte'co®aDl.com West Palin Beach, FL 33407 3 DRAWING N}o� SS10NA,- ;.�``� WALTER ATLNT1Jr.PX4 15-085 1P.E.I��b ty"`f��IATURE/DATE FLORIDA u`0 441 ' a SHE OF 20 6AAxwum AA�CHQRo$PAC�IN�•(jII� ECHEQuLE Fog A rnrrnl .:e,. CHtmca well A,S D DESIGN NEGATIVE PRESSURE eTI t�AND A CORRESPONDING h 0UNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALL ATIONS ,(SEE N08thiN s I,J,K&L ON SHEET 7)- POURED CONCREIE POURED.CO CONCREIE'BIACK ANCHORS SPACING LEGEND 1 wax ovxt A 7 TIIETIOH O Q ALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING M MLYW J RANGUARD MOUNRNG K WTASPA OR CPQ A80,NM MAW INS=RAllib l D.8E9IN 189ATIE 16R S.E=Nr60NE P6E3S18E RA W .oe M I1MM P8651RtE RM TAPCON WITH ADVANCED 30 40 ra0 7$ f10 120 160 las 30149160175 9 120 205 30 a0 60 75 90 120 160 205 30 40 60 75 9D 120 160 205 THRE41)MRM TECHNOLOGY 14 .12 10 9'1 B' 8 .80 12 112' 12. '.12 12 85 6.5 7 7_ 7 7 7 7 55 .5 5 5 6 6 6 5 s ALL AOINiS.SOLID-SET 3•-D" 14 12 10 9 B 8 'B 8 12 '12 72 12 12'72 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R 1F55 74 12 10 9 0 B 6 6 12 72 12: 12'OS 8 8 4S 7 7 7 7 7 7 7 65 5 5 5 5 5 5 5 5 BLUE TAP 74'12 10 9. B B 6 a 12 42 12 12 12 :10.75 B 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 9 TAPPER} 74 12'10 8 B 8 6 6 12 .12 12 12 1.5 85.6S 5 7 7 7 7 7 7 6S 4 6 5 5 5 4 4•-0, 14 12 10 9 8 a 6 5 12 12 12 12 12 9S 7 5.5 7 7 7 7 7 > 7 7 5 5 6 5 5 5 5 6 14 12 TO 9. 8 8 6 B 12 32 12 BS 8 6 4.5 3S 7 7 7 7 7 7 6.5 6 E S 6 S 6 5 5 5 14 12'10 8 8 8 '8 8 12 12 12 12 10.7S 6S 4 7 7 7 7 T 7 7 5.5 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5- 4 7 7 7 7 7 5.5 a 3 5 5 5 5 5 5 4 3 S•-D" 14 12 10 9 EI B 6. 6 12 I2 12 12 11,075 5S 4 7 7 7 7 7 7 7 7 -5 5 5 5 5 5 5 5 14.12 10 .9 B 8 '6 6 12.12 9.5 7S 35 - 7 7 7 7 7 7 5 35 5 5 5 5 5 5 5 4 74. 72 IO 9 8 8 6 6 12' 12 12 95 4.51- 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 6 4 SEE ANCHOR 14 12 TO 9 a 8' e 6 12 12 15 9 4 3 7 7 7 7 7 a5 3S - s s 6 5 5 4.5 35 - SPECIFICATIONS 74 12 -10 9 8 8 6 0 12 12 12 10 4.5 3S 7 7 7 7 7 7 7 7 5 5 5 6 5 0 6 56•-O� 14 12 10 9 B 6 6 6 12 12 0 6 3 - 7 7 7 7 7 5S 4 - S 5 5 5 5 5 4 3ON SHEET' 13 14 12 10 8 8 6 6 6 12 12 f0 8 .75 7 7 7 7 7 6 45 - 5555 '654.5 - 14 12 IO B B 8 8 6 1212 10 B 35 - 7 7 7 6.5 55 4 5 5 5 4 3 7•-D' 14 12 10 9 a 8 6 6 12 12 12 B.6 4. 3 7 7 7 7 7 7 7 B 5 5 5 5 5 5 S 5 14 12 10 8 8 8 8 0 12 10 8S 6 4.5 3 - - 7 7 7 7 65 6, 3 5 5 5 6 5 5 L5 3 14 72 1D 9 8 8 6 0 12 -72 185.7 - - 7 7 17-17 T 5 - - 5 5 5 5 5 6 a 14 12 10 9 9 8 e - 12 12 8S 7 4. 3 - 7 7 7 55 45 3 - - 5 S 5 5 45 35 - _ 0 VAUD ONLY FOR UP TD 4-70, -75 PSF A.S.O DESIGN PRESSURE 4 12 iD 8 8 8 6 i12 12 0.546 6 'SS - 7 7 7 7 7 7 7 4 5 5 5' 5 5 5 5 5 �t 8•-Dw 4 12 10 9 a 8 6 - 12 9 6 4S 4 3 - - 7 7 7 7 5S 4 - - 5 5 5. 5 5 4 3 - RATING 113 SHEET FOR SPANS 11 R 14 12 10 a' a B 6 - 12 11 7S 6 S •75 - 7 7 7 7S 6 4S - 5 5 5 5 5 45 .14 12' 10 9 8 a - - 12 15 75 B 5 35 - - 7 7 65 5 4 B 6 6 5 4 3 - 9•-0" 14- 12 70 9 8 B - - 72 72 85,65 5 4 3 - 7 7 7 7 7 7 8 3 5 5 6 5 5 5 5 5 74 12 10 B B 8 - - 0.5 S 5 4 35 - - - 7 7 7 g 5 SS - 5 5 5 5 5 4 3 1-0 12 10 9 B 8 - T2 10 K -5 -4-9 - 7 7 7 65 55 - 5 5 5 S 5 4 14 12 10 9 8 a - - 12 a5 7 SS 45 35 - - 7 7 5S 45 3S - - - S 5 5 4S 10.-0"14 12 10 9 8 8 - - 12 11 aS 6 5 35 - - 7 7 7 7 7 7 4S - 5 5 5 5 5 5 5 4S 14 12 10 9 8 6 - - 9S 7 4ai 35 3 7 7 7 5.5 45 - 5 5 5 5 45 3S - 74 12 10. 9 B 8 - - l2 9 .6 6 4 - 7 7 7 B 5 8 6 5 15 6 14 12110.'9 B 8 - - 12 94 6 5 4 3 7 7 5 4 3 5 8 5 4 35 11•-D"14 12 10 9 .8 8 - - 12 10 7 6b 45 35 - - 7 7 7 7 7 7 35 - 5 5 5 5 S S 5 4 14 12 10 9 a a - - 11 8S 4 35 3 - - - 7 7 6 5 4 - - - 5 5 5 5 4 3 H V BLADE_ C V L� 14 12. 10. 9 B 8 - - 11' 8 5.5 4 - - - - 7 7 7 55 45 - - - 5 5 S 5 .4.51- 14 4S - - - 14 12 1D 9 5 - - - 15 8S 5.5 4.6 3.5 - - 7 7 4.5 3.5 - 5 5 44513.513 12•-D"74 12 10. 9 8 - - - 12 8.5 eS 5 4 3 - - 7 7 7 J 7 8 3 - 5 6 6 5 5 6 4.6 35 14 12 10 8 8 - - - 8 6 4 3 7 7 SS KS 3S - 5 5 5 4S 4 3 14 12 10 9 8 - - - 10 7.5 5 4 - 7 7 8 5 5 5 S 5 4 14 12110 0 8 - - - 0.5 8 5 4 35 - - - 7 BS 4S 35 S 5 4S 35 3 13•-0"74 t2 10 9 'B - - - 1S BS 8 4S 35 3 - - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 4.5 3S 74' 72 10 9 8 - - - 7 SS 35 3 7 7 5 4 3 5 5 5 4 3 14 12 10 9 8 - - - B .7 45 75 - 7 7 6S 45 - 5 6 S 45 4 14 12 TO 9 - - - - 10 7521- - 3 7 B q 3 5 5' 4 3 14,_D.14 12 10 9 - - - - OS B 5 _ - 7 J 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 9 - - - - QS 5 7 7 5 3.5 - 5 5 5 4 14 12 10 9 - - 6.5 8.5 - - - 7 7 5 4 - - - 5 5 9 4 - - - - 14 12 10 - - - - - 9 7 7 35 35 - 5 5 3.5 314 12 10 - - - - - 1D 75 3 - - - 7 7 7 7 7 35 - 655 5 5 4 3 74 12 10 - - - - - 8 4b 7 7 4S 34S74 12 1 - - - - - e B _ _ _ 7 7 5 51210 - - - - BS 6.6 - _ - 7 55 35 - - - - - 5 5 3516•-0"74 T2 10 - - - - - 93 7 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 45 3.5 74 12 10 - - - - - 8 -L 7 6S 4 - 5 6 4 3514 12 10 - - - - - 75 55 - - - 7 7 45 - - - _ _ s 6 45 - I- I- - 1- I FLORIDA BUILDING CODE(NOn High Velocity Hurricane Zone 0(EFt A; TJ.lij�%, ©2075 EASTERN METAL SUPPLY,INC. BERTHA HT; TN -------------- ----- ------------------- ----- -=--- �mc - �_--- Accordion Shutter System rev.�aDE#� w/oR w/o tiv wln�ovv lAM t` . TICCIT TESTING ENGINEERING COMPANY American Shutter Systems E9.14DESOMPOON DAIS OwiWN by. M.L `,• STATE OF 6355 N.W.38th.54 Ste.305,YMIA GNMENS,FIORD)A 3316 Association, Inc. I OLD 11-192 x/13/15 DATE: 4/13/15 • Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z %,'`•`(1•.,-RRIDP•,:=4�,� d-11:LltecaDoal.corn West Palm Beach, FL 33407 3 DRqAWING/�Npo X77++Vs/�,•11••• NG\`�` WALTER A.mur1Jr.P.E. 4 I S-VC75 FLORIDA Uc.9 44167 5 P.E. SEALf$10N141'U(� /DATE SH 14 6 OF 20