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HomeMy WebLinkAboutProduct Approval J * y I 1t2 �d BaS Home 1 Log In User Registration Hot Topi=. � submit surcharge ; &Fads s Publications FBC staff Bassite Map j Links j search 3usines i OUM: Product Approval � )rofessi ,�11 iPublicUser Reguiafion BI1M�Rfl'r %coded Acvrnva!Menu>Prcpud or Application search>Aon11carion List>Appii n Detail 6Yit Yl FL# FL�389-R Application Type vis o Code Version 2014 Application Status I Comments Archived �; j Product Manufacturer American E hutter Systems Association,Inc. Address/Phone/Email 4268 W ads Dave West Palm Beach,FL 33407 (561)209- 263 bfeeley@e stemm itai.com j Authorized Signature Bill Feeley I irodriguez easte etalcom Technical Representative l �I�` i Address/Phone/Email ' <� ,,. I , tEF I r Quality Assurance Representative JUN 2 9 20% Address/Phone/Small PERMITTiNG Category shutters St. Lucie County, FL Subcategory i I r Compliance Method Evaluation Zeliort from a Florida Registered Architect or a licensed Florida Prol essiona'I Engineer Of Evalua an Report-Hardcopy Received i Florida Engineer or Architect Name who developed Waiter A.. ,lift,Jr.P.E. the Evaluation Report { Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/201 li Validated By John W.Krezevich lI PE 0 Validat on Checklist-Hardcopy Received Certificate of Independence FL389 RC I ,A ORD NON Z. f Referenced Standard and Year(of Standard) Standard year ASTM E-1$86 2005 ASTM E-1496 2005 ASTM E-330 2002 TAS 201,202,201 1994 Equivalence of Product Standards Certified By Sections from the Code i C 3 i 7I t Product Approval Method Method 1 C ption D i Date Submitted 04/29/201 Date Validated 04/29/201 1 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/201 i Surnmary of Products i FL# Model,Number or Name pion 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 j Limits of Use Ilanon Instructions Approved for use in HVHZ:No FFL�389 R8 II A.S.S.A.INC. DRWG.15-086.odApproved for use outside HVHZ:Yes ed By:American Test Lab of South Florida Inc. Impact Resistant`Yes ed by Independent Third Party:Yes Design Pressure:N/A ation Reports Other:targe Missile level"D".Max span is 12'-7"for 35 psf 89 JZ8 AE A.S.S.A.INC, P.E.R. DRWG.15�086,odf 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 's for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use fnslallaFion instructions Approved for use In HVHZ:No 9R8 TI A.S.S.A.INC. DRWG.15- 5. f Approved for use HVHZ:Yes Verified'By,American Test lab Of south Florida Inc. Impact es Creatediby Independent Third Party:Yrs Design Presse -N/A Evaluation Reports Other:Large missile ".Max.Span is 16'-0"for 30 F R .A IN , P . D W 15- 5 V. f p.s.f negative ASD load depending on centermates and reatedlby Independent Third Party:Yes locking rod configuration for the HVi blade,8'-0"for+64, f -72 p.s.f.load for HV blade for Keystone mountings 7=0"for +75,-75 p.s.f.for metals stud mountings and W-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 pressure§. 384.3 Bertha HV Accordion Shutter- Exbvded aluminum interlocking blades retained by tracks COMBO-(Man-HVHZ)-Drwg 15-084 top andbottom)for storm protection Limits of Use nstaliapon Instructions Approved for use in HVHZ:No IFL389 R8 II A.S.S.A.INC DRWG 15-084 pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created!by Independent Third Party:Yes Design Pressure:N/A valuation Reports Other:urge missile.Max.16'-0"span at 30 p.s.f ASD load 948 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 Createdl by Independent Third Party:Yes 12,25 and 28 respectively i Contact tls::1940 North.Monroe Street.Tal 323,99 Phone:850.487-1824 The State of Flonda is an AA/EEo employer.eoarinht 2007-2013 State of . 'a.::Privacy Statement::Acoes'ibirry Statement::Refund Statement I i tinder Florida law,email addresses are public records.If you do not want your e-ma address released in response to a public-recvrds request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mal.If you any questions,please contact 850-487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 4 :F.S.must provide the Department with an email address if they have one.The ernacls provided may be used for official communication with the licensee.However all addresses are public record.Yyou do not wish to supply a personal address, please provide the Department with an email address which can be made avaliable the public.To determine if you are a licensee under Chapter 455,F.S.,please trick Li_. j Product A i i f i GENERAL NOTES: 1 ItD BVTNG COD&THISIACCORDIIONN SHtfM SYSTEM SHALL NOT BE INSTALLED AT HIGO H UVELOCITY HUMENT RRICANE ZONHAS SEEN ES. IFlED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA DESIGN WIND LOADS SIAL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIREDTH BY E JURISDICTION WHERE SHUTTER WILL TBLE OF CONTENTS S BE INSTALLED WITH A DIRECTKONALRY FACTOR Kd=0.85,USING ASCE 7-10 AND SWILL NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY TE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMMED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A-LD.DESIGN WIND LOADS - AREA•1: FTU BLADES CD EE QA) BY MULTTPLYINO THEIR BY 0.6 IN ORDERTO COMPARE THESE W/MAX(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 7HRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D..AS TESTED.WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR. SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED COOS AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADED 10214.01-03,10715.01-03.11004.01-05,/1214.01-05,¢0317.02-08.10609.01-10 AND 1D210.01-11 AS PER TAS-2D1,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 ARA 2: Ent RLADE BLADEn AND Fn/)MNDOWi Ban AND E-199S STANDARDS(MISSILE LEVEL.D,WIND ZONES 1.2&3)&11220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE Iu,N= AMC" -HV WINDOW BLADE®10505.0/-08 AS PER ASTM L,D2,E-1886 AND E-1996(MISSILE LEVE ,WIND ZONES 1, 3)8=0 PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTDCO•L TJ6LI L.�L SNUITER ELEVATION &NOTES ON LOCKS SHUT 5 INSTALLATION DETAILS Ar-f,CONCRETE/BLOCK SHEET 6 2.W BLADE AND W WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DEI-ALS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2.75'AND 1101.75'RESPECTNE,Y,410-HT MINIMUM SERIES CENTERMATE DETAILS HIV SHEET 6 STAINLESS STEEL SCREWS WITH 135.0 kd YIELD STRENGTH AND 180 Lai TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA W DACROSHIFID WkTING SYSTEM AS MANUFACTURED BY APPROVED CE7NTERMATE A01ERHATNG DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION,PINS MUST BEM THE W MARKING ON THEIR HEAD. 4,ALL AU MNUM EXTRUSIONS SHALL BE ALUMINUM ASSOCATON ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6083-T8 ALOY IS 3D.0 kai AND 35.7 kei FOR ENDCONNECTION DETAILS 1-6•0ONORESE/8LOCK SHEET 10 6008=T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AST SERIES OR CORROSION RESISTANT COATED CARBON STFE.AS PER DIN 80018 WITH 50 kW MIN.YIELD STRENGTH AND 80 Tat MON.TENSILE S[RENGm ANCHOR SCHEDULE-LONCREIE&BLOCK SHEET 13 AND SWJ.E.COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 8.BOLTS TD BE AMU A-307 GALVANIZED STEL.OR AISt 304 OR 316 SERIES STANLESS STEEL WITH 35{mt MINIMUM YIELD STRENGTH, ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE O: 12.13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 W BLADE O&Q WORKING IN UNISON: 12. 13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 -8.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATIO 82.18"779,5COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED TO EASTERN EDD CONNECTION DETAILS 7-12&X,WOOD SHEEP SB E METAL SUPPLX.INC, AREA 9,IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTERNT IS TO BE ATTACHED TD INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK 3: FiU..WfNDDW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,TTRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN MMSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL.1N A VISIBLE PLACE WITH WARNING NOR::DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,1ENANT,OR OTHERS,MUST PROPERLY CLOSE ALL W AND ND 4. 44V WINDOW BLanE J-)ONLY CFNTFRMATES AND ENGAGE OR LOCK ALL W AND NO LOOKS, AREA 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE-LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLDPoM BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, META.STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER BMWs INSTA.LA71ON SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING,REGULATIONS PROVIDED BY THE JURLSOICTION WHERE PERMIT IS APPLIED TTI. 13.(a)THIS PFA.PREPARED Bf THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:I.c WHERE THE SITE CONDITIONS DEVIATE FROM THE mo. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE Sawn0m,PURCHASE AND INSTALLATION INCLUDING LIFE SAFELY OF THIS PRODUCT,BASED ON THIS P.ED„PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFER'AT SITE S THE CONTRACTORS RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINa R OR ARCHITECT WHICH WILL BECOME THE 04WAM OF RECORD(E.O.R.1 FOR THE PROJECT AND WHO WILL BE (R(ESPONSISLE FOR THE PROPER USE OF THE P.ED.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SWILL SUWrr TO THS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL.P.E.D. SHALL L BEM THE DATE AND ORIGINAL.SEAQ.AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone z �����G10ENs � RT METAL SUPPLY,INC. Accordion Shutter System A.S r S.A. FIV.RAM#1 Wj OR W/O H.V.WNDI N RACE YCl; �f�T American Shutter Systems 0=10PRON DATE O WN *i TILLJT TESTING & ENGINEERING COMPANY TF QF ASsoclatlon. Inc. , OLD 11-192 4/13/15 "O•. 839.7 N.W.3M.SL,SLA.303,ttt(a�N6t GAA6t?i5„flOtRRC'..l 331 :• Phone:(306)871-1530.Fox:(305)871-1531 4268 Westroods Drive z r -,, X�. �" o-mon� 0ooa$atcom West PDIm Beach, FL 33407 3EWALTtJR A TILLIT Jr.P.E 4 Y FLONIDA U.,1 44167 5 SHEET P.E. SEALU}�}TUREjDATE , i DF 20 ro9 ewouW efAOe .� u a6, VA61E.S 1 i 491* 09 Max 8 r. 4.857• 4. S' ♦ SRA M 1 HY SOLID BLAbE '37STARTER 3�Hy t/NIYERSAL FIpATEf� COVERED5458179 QUALIFIED OR USE WJ QUALIFIED FOR USE W/ HV BLADED �} HV BLADE 1 }�Y WINDOW BLADE* 6005-TS ALLOY AND TEMPER QUALIFIED FOR U5E W HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 8083-T8 ALLOY AND TEMPER 37" 6063-T6 ALLOY AND TEMPER .3,22 07 1.800' f0Yw85• s 96• JL 870" 2 26' c '2 .a *12 ' .092'o - o THY ADJ. ADAPTER i�i(f UP 1 s• R QUALIFIED FOR USE'W/ FN B�H�' WALK--OV Oh�F. $ HV ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER QUALIFIED RBLADEU1E W HV 9 QUALIFIED FOR USE W/ HV as` BLADE I 6063-T6 ALLOY A D TEMPER BLADE©ONLY. 1 . HY RAINgUARD 6063-T6 ALLOY A D TEMPER a VARIES 9 6. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR WJ HV I- t.9t5` BLADEDI g ax. VARIES 5.936' 6063-T6 ALLOY D TEMPER 2f r 1.917' y�]] tlx, 083` Der $ .100 .Ow Ow 093 • ' 083'' 3 I .11 m 8 .tl80' w 670 m 3^ • 870 1.868- ♦ 870 QRS11 }{( CEILING`HEADER 1p HV HEADEjtZ$I L Q ACEI)jHG HEADERISfLL * . MTV W/ MV BLADE(1 ONLY, QUAUFlEp FOR USE W/ FIV BLADE 1 ONLY SEE SECTIONS FOR VALSDf7Y 6053-T6 ALLOY AND TEMPS QUALIFIED FOR USE W Hv eLAOE 1 14 HD WALLHEAD�jSILL so6E-r6 ALLOY AND TEMPER SEE SECTIONS FV VAUDtTY. QUALIFIED FOR USE WJ HY BLADE Q ONLY. • 6063-T6 ALLOY AND TEMPER X Y tRt t COMPONENT A B TI T2 X Y t 2" 2' .1125' @ 2" 8'MAX. 11/9' 1/8' 3` 3' .090" 4-8 2" 5'MAk. 0.192" CAW 1�6 SIDE ANGLES QUALIFIED FOR USE WJ HV ALUMINUM ANGLES 19 z.5` r MAX. OA 0.160• CORNER POSTS BLADED QUALIFIED FO USE WJ FIV UAUFfED FOR USE W/HV BLADED 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 2' S'MAX. O.i39' O.t3Y 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE Yon High Veloclty Hurricane Zone T?LZ j/''�4�, ©2016 EASTERN METAL SUPPLY,INC. BERTHA 14VTM Qtir�\DENSE 11 L E C O �H C. Awww�w Accordion Shutter System HV.BLADE#1 W/OR W/O KV.WlNDDN BADE • Amerfean Shutter Systems :�$ TIWT TESTING R ENGINEERING COMPANY ` OATS �+^ + M•L STATE Of tZ` 8315 N.W.36tH.St.Ste.345.VROM GOWIS.FLDWA 331 A060CfatfOnr Inc. t LH D 11-!82 4/1VIS OATS 4/13 15 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive x Pt0SVa � a— 0:tptwaoaolcam DRAWING No ��.�` Fn-o00071Y West Palm Beach. Fl 33407 4 15-085 N``A FLORIDAWALRUe#4-41672 s SHEET IFP.E. S�{�Jtti9r�i(dt�T1"PI}�2E/DATE e 2 OF 20. 4.570* 45, t/{•-loxt/• t//a•_2o CAP FIAT tIF1D IHRFADFD �) .746' �- S.SY.S 22)PAWTHSFAMD DIE CAR c 4, a ryM (2 TVP.) 110U31N0 EH1E10. n � `� DAKt7i FAiNiFD ?. •062` n N +o to g 711R 87Y n 0 • h • .3 318 x BRASS CnApot URASS CYNA9FA ell OV"E (OROYE FIATID) 21 HV CENTFRir1ATE '�'s •�' h- � ` < qu FOR USE w/ HV e & ONLY �°' 5 °' BY LQS1S HV EGRESS LOCK 80 .- EMPER IMSED FOR USE W HV BLADE 1 & 1 ONLY 3.23• _ s• QUA /HV QUALIFIED OR USE W/HV 6063-TS ALLOY AND TEMPER BIADE 1 & r®ONLY. BLADE 1�}&®ONLY. 2(�},yam NER CENTERtd� 874• Q ALIFIED FOR USE W/ HV BLADEG)ONLY 240"O.D. 6063-Te ALLOY AND TEMPER PLASRC NFAD SB` is• IM 7 92 4. 2 MOLOEB TO 'g IQ n SCREW 2.7` 1.7 0 61 RMERNC y ° v d 'OB• = 1/471-20 x 3/4 BEFORE Rn IND r S-3. THUM CREW �J/b"/-20 RIVNUTx *2 m *SERYS 9444 AUM MM(2024-T3 ALWO IARCE FIANCE TNM s -I - SHEET'NUBERI.PART 10820,AS MANUFACNRED OY AVDEL [4AN `T "o,ELEVAT" (jo HV. MALE "T" LOCK .CFKgRMATF. 2• CHOW VMRN.PMWPM.WW JERSEY 07W OR EQUAL. Q LOCKER FQR 'T LOCK CENTER 4ATE QUALIFIED FOR USE W/ HV BLADE t)ONLY ® HV FEMA1 F "T"•LOCK CENTEMA �( "T" LOCK HV ALTERNATIVE_LOC[C 6063-T6 ALLOY AND TEMPER (� QUALIFIED FOR USE QUALIFIED FO USE W/ HV QUALIFIED 6063-T6 ALLY FOR USE W/AND TEMPER ONLY ��Fl 6063--7ED FOR 6 ALLOY AND TEMPER'ONLY W/){V BSE©ONLY. BLADE�1 ONLY. 1,917 r� 3.161 0 .063 ,082" CYTINDER OR .214• KEY OYLINDER 545. 3� Ht) cENTERmATE •'.40 •�` •° n S .125"Max. � No CEt+ITERIAATE W/•yQ a QUALIFIED FOR USE W/ HV BLADE 1 & A 1 QUALIFIED FOR USE W/ HV BLADE(g&VA 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER NO CENTERM Is ImSERT VARIES, 12•MIN. KV rm*-fa QUALI SEOD63F06 AULLOYwNO NO TEM1 & ('gE DETA65 tt/2` 111UM01LIRN ORNDER KEY t1S . 1. M'n CYLINDER 4i 1.78 Max. ® LOCKING ROD OCK QUALI 6063-T6 ALLOY AND TEMPER E O ) HV 3 r s»0-1 �6t ACETAL 1 fV /4 p -20 AIS1 30A 6f REMIT HARDWARE MORTISE10 NO LOCKS SME'S 2333 HOOK BOLT LOCK. © l25 INSTALLATION WILL REQUIRE A 7/16" HOLE THUM$SCHM �ER�ES S.S. TMUMBSCREM QUALIFIED FOR USE W/ HV BLADE(D& g D ILLED AT TRACKS FOR PROPER EMBEDMENT Q F f E 1� QUALIFIED FOR USE W/HV BLADE Q FLORIDA BUILDING CODE Non iti h Velocity Hurricane Zone \w�F}'•,..••�.. ;/��i�� l9 2015 EASIM METAL SUPPLY,INC. R A HVTM I L p Aw S w S wAw Accordion Shutter System rJ RV RADE X11 W1 OR W/0 RV wlrooW RACE TiLLTf TESTING ffi ENGINEERING COMPANY American Shutter Systems EV. DESOMPIM DATE DRAWN BM M.L �( •``�+ '"•4'• 5 P r'`�: 0353(LW.Sam.SL.Ste 305,VtRMA oy"Ms,nDfmt 331 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/f3/15 �i PhW.;(305)871-1 .Fax:{30$)871-1531 4268 Westr°ods Drive 430 z 'ry F ''•••••••''•C�4\\ a-mao Oltrsa�0aol.aom DRAWING No t� rG West Palm Beach, FL 33407 3 ss�(IN WN.T£R A.TRU[J.P.E. 4 15-4$5 P.E. SEAL/51GNATURE/DATE nORmn U.!44167 5 SHEET 2 I SHUTTER ASSEMBLY SCHEDULE AOR a/e• HV (� HV �_ 1 4i 72 rOIetADf pCE 625' Q HV BLADE , a , ,firs•�rs:��.... —T ® HV BLADE 1A HV WINDOW BLADE 0625" .0629 .4625' HV LONG RECESSED NYLON BUSHING S r1 KNUCKLE 11 VS VOPEN 4625 1 Dae Y 1m HV SHORT RECESSED NYLON BUSHING 3 7 3 HV NYLON HAT WASHER (ODOR cur palmoN R1• / 3 1 HV WHEEL CARRIAGE ASI 302-303 SERIES2 v / L I 4 0.870"x3/16"THICK NYLON WHEEL 3 a 2 r/5•MW. NV WINDOW 0.188"0 AISI 302 SERIES 5.5. RIVETS 315'0 8�N ma. ",+a 0625' 3.7500" l.J HV 1 3/4"ACCORDION PIN W/ #B HEAD * EXTERIOR4pENi 5 31rjqmm 06254TERSryIIV 2 3/4'ACCORDION PIN W/ #B HEAD 4 • 2 1 POLYCARBONATE IMPACT RESISTANT Hv WINDOW AR CLEAR TYPICAL. W WINDOW BLADE lf�A ARID POLY�QBQ� W WINDOW DETAIL ® �OR (D (( 4 or N.T.S. REOUIREEMMEFOJN. OOR ® ( POLYCARBONATE IMPACT F I jJ'.HV WINDOW ' BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC # NTS QMN.Ttl M M INNOVATIVE PLASTIC LEXAN 103 RESIN -706 (�OR (SEE NOTE "F" ON SHEET 19). WQ)W ( (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OR POLYCARBONATE SOURCES FOR HV® BLADE. IC4ALSHUT;TERASS;EM�R�) �':� EXTERIOR M"AMILE* 1rPrx PRaa1 Rs a ,Aa New e.o.o�B (2) HV PIN MAY BE USED IN WEU OF®AND ONLY AT Nv PRS ExtAoa Ra11m6x7eo� Ae EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D mo.32+' BLADE'S KN*FORKLE. SKCM CRAM AM 0702 QOQ 5/k, 0.043 mpf BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. D „C 0 3 t NOTE FOR REQUIREMENTS) TYP. 1Exs1E 1>Fln A.•I11 s1ROASTM Daae 9,100 o-el esao P.J. itfXlWL SIRENWR AT RIDD ASTM OM 121100"1. 13.410 p.L (3) HV PIN 0 OR @ W/ 1/2" O.D. 1/16" THICK S_S. WASHER O n KURM.MODULUS ASM 6.700 340"P41. M=P.O. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8� AFAG SHEET NOTM 4210 ASM DUB 1e 11 Ib,% 17 Fr-cRn �Wy��L+ 9Jq@ Df760Y ASM 02M1 47.2% 84.5 x Wx h�Tpsy� RALE W BURNING ASM D= 0-1 CAM C-1 CLAM y, SELF iC1um ASM 0,0211 IMT 007 I A41M 01'15 RNSBE STPD OM Anm MA.4ASN 036 03M P.J. BM Pal. nl HY BLADE SOLID & (A IV WINDOW BLADE DETAILS 'DOLE �M� �RAM 08 0181 w4 SM p.,J, N.T.S. FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone A.Tl�l�ly,� e 2015 EASTERN METAL SUPPLY.INC. BEIR A� � . � Accordion Shutter System SA PLV.MADE#1 W/OR W/o H.V"WINDOW BADE Stlutt®C Systems 401.He t}FSCAIFiIORDATE 0 Wx at: Ml. ,F7 tb TILUT TESTING 4 ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 ontE: 4 1a T5 0 ATE OF :•*= B3a5 N.M.30tH.st,St.303,vw2AA GAmu6,rLwm 3318 phone:(305)671-1530.Fox:(305)671-1531 4268 Westroods flrive 2 DRAWING No F'•.DRIDp ..'c�,`` P-.,a:Ult-00.1—M West Polm Beach, FL 33407 3 iyyssl•......... ���t. EB-0008718 + 15-085 yry,ANAL ENCa,Ave`� WALTER A.TILUT Jr.P.E. P.E. 9tkj 1t11 TURE/DATE FLORIDA Un./44167 5 SHED 20 ES ON p CENTERMATES: 1MANDATM . 0 HV LOCK Q or 0 SHALL BE USED AT tJ2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR 4W 2 F SHUTTER SPAN FOR SPANS UP TO 105',AND PDR INST TIDN5 7 ANY ELEVATION. HV LOCK or BE USED AS AN INSIDE OR OUTBID£LOCK,ATTACHED TO�OR CENIERMATES W/{2) 1/4'P-20 x /2'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE ASI DICATED ON TrPTCAL SHttTTE ELEVA7TON. _ 2. •IF D RED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO FIV 18„ LOC OR AAY BE SED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LDCKS TO CEMERMATES at R SHALL BE AS INDICA S NOTE(1)ABOVE L ON OF LOCKS S}1N.L AS INDICATED ON TYPICAL.SHUTTER ELEVATION. so t-1 in ONLY WHEN MP&IMM 11 OR LIM1111113)WNW 3. o , LOCKING RODS ARE NOT REQUIRED AT jiURRtCANE POSITION, BUT MAY CA 9-9.@ " USED IF D IRED 70 ENHANCE 5HUFIER PERFO MANCE. LOCKING RODS Q� OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. ONE HV LOCK O Q BE USED AT CORNER CD40 MATES FOR ANY SPAN AND INSTALLATI®ONS AT ANY ELEVATION.Lr }CK or HALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATACHED To TOPi BOTTOM SHALL BCORNER E ED ILOG11 ON OF LOCK SHOLI BE AS INDICATE2'LONG RAT HEW ON TYPICAL SHUTTER LOCKING LEVA710N >4 33 MAXIMUM SHUFTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. d a;1E4 iS S. 9 •ONE ALTERN+I7E FN LOCK MAY 8E EDW LIEU 4F HY LOCK or fj VALID ONI.V FOR IN 10 FOR ANY SPAN AND 1 $ INST TIONS AT ANY ELEVATION.AL NATE LOCK @ MAY BE USED AS AN SIDE OR OUTSIDE LOCK.ATTACHMENT N a OF i/40-28x3/4's.S.THUMBSCREW TO 0 OR @ CENTOWIE5 SHALL BE MADE W/1/4'0-20x3/4'ALUM. RIVNUF AS SHOWN ON SECTION HVE,SHEET 8.ONE LOCK SHALL RE USED AT 1/2 OF SHUTTER SPAN OR TWO Fjia gHS€w, LOCM AT 1j3 OF SHUTTER SPAN. ` 5. uwruntpy COIRSIf10N L FOR KEtSMNE *p=OWA11A1IONS: ONE FEV 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 W.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK @ or @ or®MAY BE USED AS AN INSIDE OR ryT�TI OUTSIDE LOCK,ATTACHED To 0 or @ SYMMETRICAL CENTERWiTEs W//(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END M.S.LOCATION OF LOCK SHALT.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS(p W/Q� CONNEOTION OR(6 TOP AND BOTTOM IS COMPLETELY MANDATORY. DE',Dn ON SHEETS 10 ik to rm.FULL I1 =NOTES ON HV "T" LOCKS AND CENTERMA ct HOGHr. OF CORNER CENTERMA7E 1' ®�ONE ALTERNATE HV'I'LOCK MAY BE IN LIEU OF HV LOCKS OR FOR ANY SPAN AND ©°B®a 6��1`7 oa$�ra10�� l At1ATS0 AT ANY EIEYATK)N.W. TE LOCKY BE USED AS AN INSIDE OR 0 I,tlE LOCK. ATTACHMENT ® © � OF LOCK tNCLUpES USING REINFORCING LOC AS SHOWN ON SECDON HYG,SHEET 9,WHICH MUST BE T a as a eRT + as CONNECTED TOJCaMT44ATES @ AND�i W/ 1/4'4-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8'0 x 3/32' ©•OO '©°"©;�O+�oa MAXIMUM NTO ABOV@ AN/DeBELOWIMIDSPAN.`Ui'SE OF TWtl LOCKING RODS(@ TOP AND BOTOM IS MANDATOBE INSIALLED AT RY,AN OR 12' *NOTES QN H LOCKS��- (±�` u3mt4�ilr2"'s PCL V BLADE LE A FO 1' canEBY�1 '��Z : ONE ALTERNATE HD LOCK 3Q MAYBE USED IN UEU OF Hv LOCKS OR Poft ANY SPAN AND INSTALLATIONS AT ANY ELLVATKIN.ALTERNATE HD LACK(9 MAY BE USED T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO(p IS W/3/8 x 3/8'F.H.SS.MS.,AND INCLUDES REINFORCEMENT INSERT 55 AS SHOWN ON SECTIONS NOS-f"AND DC-HVC.SHEET 10.LOCK MAY BE INSTALLED AT MIOSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS a IS COMPLETELY OPTMNAL FLORIDA BNALM9 on Ifigh Velocity HurriciDne one ���.�``,.�(LR A•Tf,��%A'',.,, 0 2015 EAsTmN METAL SUPPLY,INC. T BERTHA 11L E C O ,wc. A.SnSwAn Accordion# W1 CRR Shutter KSystem Tk c ¢ fly c*_ American Shutter Systemet DESCRIP80H are DRAWN er. ML. TILLIT TESTING k ENGINEERING COMPANY .p: ASe00tt1t100� Inc. OLD 11-192 i 3/15 DAM:: 4/i ST TE pF eus N.W.aRas aa,nrmv = u! Firm.:(ss71d .Fe.:(305)971-1531 4268 Westroods Drve z DRAWING No _iii tRe l,com West Palm Beach, FL 33407 ` wae5"085 0NAI.VO iJ, . B SHEET P.E. Sa(( iigX RE/DATE rimnLp , e 5 F 2 I CRETE ANCHORS POURED CONCRETE POURED -(SEE.SCHEDULE ON REQUIRED 1/40-20x3/4"S.S. POUR NURED SHEET 13) CONCRETE ANCHORS MACHINE SCREWS CONCRETE RE REQUIRED Q FOB (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS 1l 1$ T®a35fa!(£{SEL'1,011NTINa@ON SHIXT 7) SHEET 13) NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) 1. MTn. M1//Aq4 4-24x3[Kt4 5.5. Min. 1 OR(R<1 EQ p USING1/47-20HViS 1/ - 19 0 2' O 12'O.C. � -- 3 OR 5 + -_ @ _ D a .250'Max. O' - i OPTIONAL , i ' `-OT'iTONAL ' TOa ; 1 HTwR'I'EaAOE�iw 1 OR ( I i MIN.SCHEDULSEPARATIE TO CLASS EkISTOtG ' nKE ' 1 E) -SND""{-—tsEE scHIDULE oN SHEET it) Qle T ' i MW.SEPARAt20N TO CLASS G1A55-ice (SEE SCHEDULE ON SHEET 11) 1 NV WALL NEARER INSTALLATION a ,�Y WAIL HEA ER iNST LLATiON ® B WALL HEAD N f KEYSTONE EXISTING , �____ MR.SEPARATION TO CLASS , {SEE SCHEDULE ON SHEET II) rl MIN.SEPARATION TO GLASS ' IC i1tOFOR 11���r� I (SEE SCHEDULE ON SHEET 11} ASS afl)aEXISTING OPTIONALCLASS--� i OPTIONAL ' i/4'Max.�- 13 at 15 D. _ ' J2� _-- 19 E 1/ 13 OR -- 1' 12 OR14 1/4'4-20x3 jj4'S.S. Min £O MACHINS TRSSHEM CONCRETE ANCHORS TRUSS 401 HOEAD MAC NE PHILLIPS MACHINE SCREW"'USING (SEE SCHEDULE ON CHORS @0R@ T1' 1/4'-20 NUTS O 12'me, Wj TJ4'-20 NUTS O 12'O.C. (SEE SCHmU t3) MIn. 4R CONCRETE BLOCK SHEET 13) POURED CONCRETE REQUIRED OR CONCRECE - CRETE ANCHORS WALL REQUIRED R MY WALL SILL INSTALLATIONPauRla CONCRETE (SEE rSCH ULE ON a HY WALL SILL INSTALLATION 14) OR CONCRETE BLOCK WALL REQUIRED E HV WALL SILL.INSTALLATION NOTE FOR BNAl70N OF SECTIONS: O INSTALLATION ,DETAILS W1 i-SEE SHEET 4 FOR TYPICAL SHUTTER E 0.= IR EDGE tXSTANCE ♦ SEE GM ATIONS OF USE FOR HV BLADE ASSEMBLY (SEE SPECCATTONS 4N SHEET 13) BLADE 1�ON SHEET 19 2-MOUNTING SECTIONS CAN BE COMBINED W ANY WAY TO SUR ANY INSTALLATION. i:LORiOA 8t3ilOiNG CODE Man Nigh Velocity Hurricane Zone 0 241s EASTERN METAL SUPPLY,INC. BERTHA HVTM 11L E C 0 MCC. A■S.1S■A. Accordion Shutter System *. KV.$ta»E#1 wj CR W/O xv 1MNDOW aanE *= American Shutter Systems 11TV.rk OESWMIDN DATE DRAWN BY: N TILLIT TESTING & ENGINEERING COMPANY S A7 DF kr� ABaociOtlOn. Inc. 1 OLD 11-192 4 13!15 6AT@ 4/13/15 �'•, Rsss N.w.,3em,sL,sta 90.9,�wcvu GPNUe S.TIARGA art 42$$ Westroads Drive 2 Ptwo:(,309)871-1530.Fcx:(305)871-1531 DRAWING No �.�� a-moil:Ulteco0ool.wm Wast PGIm Beach, FL 33407 S 15-'085 r�ONA nu:'%,,` WAL1mA.nu°rr7'a..P.E. s SHEET P.E. SEAl1��eWiIRE/DATE FLORIDA ua.9 a1R7 s 6 O D POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 13) , TD ass(SEE 1 OR �� i UN SEPWIM REQUIRED 90EDAE'aN sEEi ' EXISTING i r 1 m GI= r 1 IDLE IF ti ECR BI+tal }9 GLA 1 i'f Sim it) APPLICABLE SLAB i R-11B RN .2 S�1 iW.�PI/N7xIN � � SHEtT" D• APPUGME EX= i 9MES(DS�1 mat3s class i i •` ~OM Af1:1' tt) � ' 9 �, t ALTERNATE ANCHOR i t i t t IX15S1NC t l t LOCATION a GIA5 t i 11 13 ors 15 i /10x3/4°HEX WASHER HEAD i 1 ' FDGE OF gg t S/8 NM. TEK SCREWS C 12'O.C. i c3 3/8 CONCRETE ANCHORS 1 + IF 7 (SEE SCHEDUIE ON SHEET 13) APPLICABLE EXISTING 1 i SLAB IF ELTGE OF �i 'I EDGE OF i SLAB.IF i 1/2 1 EDGE OF APPLICABLE ' APPLICABLE E.Q. Q: APPLICABLE POURED POtNED FLAT HEAD CONCRETE ANCHORS SFPNFtAION IF sotnuca sfcF ---{.D. tl � CONCRETE REQUIRED CONCR (SEE SCHEDULE ON SHEET 14) a 1 OR ®�R RTE 0. D FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) li TRENCH INSTALLATION �WUTION D ONLY FOR UP TO +70, -75 PSP A.S.D. THY WALK-OVER iNSTA! (1� NV FLOOR iN5TALlArtnN f �+� DESIGN PRESSURE RA TNG&FOR SPANS PER NV E(LING rINg aTION SCHEDULE A SHEET 11 ---- IXNSLtLNN ISN.SmRA1MNN WN MHFANC ORAS N QASS t Ew m11) t/e r TAFtaN,w aN seta tt) � 4 DOSRNG + e�ti1 EXISTING ' i EXISTING SHEET 15) AMMM 8 1 GLASS—'' Ger rx,a1vAxAtxR m a ��\ CLASS--'r--•— MMNW By CR 1/4a lavm i 4 satmtxt aN -V I t7S1pETL4 TAPPER+ANgNOitG w/ I IA RC i 0 111' 0 ' ( "iL j ONm t0 E O.C. IA 10 6 tiYBN NA 4'RR FOR SPANS LAVER THAN i r i 1/4" 1 8'-0"iR W e'-0'EWL MPLY a = i t MAX. sE71ANF AT"TPAR"FMAV(TTP.)(sm mm t1 ON SIM I1 / I' tOx3J4'NIX E 3 FOR lA!<AwT1aEL5 3 e 1/2- HER MAX tBR. TEK SCREWS Om SEALANT X. ,#14x3/4' NIX HEAD i 1 8' O 12"D.C. g t TEK SCREWS 6 9'O.G i 33 _ t OR 1/4`0-20 B.S.M.S t CONCRETE ANCHORS _ __ 6 + 7 S/ {S4x3J4"S.DS. 1/Ys-204/4'SS Ms Sf4" y' v. VSND1J4O-20 HUTS W/NUT IB 9'O.C. (SEE SCHEDULE ON e i fi 9"0.C. ___ MOA, :N°' : '.'t:•: a 72.O.C. `»moi SHEET 14) 1 17-® 7/2" i` 2.00 AIIN.` E7 tilYNO NOH EDGE OF 1�7 R D TM NEamuNE 1 7 8' 1 7 8 D SIM SEE NOTE 13{b) $t4gxSOit'.F.H.S.D.S. �'.�A{iffi•:: .t PoOl�IR CONCRETE APPU CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE ON _ D. OR CONCRETE B40CK SHEET 14) ON SHEET 1 POURED CONCRETE ON HEFT tib} REaIIREo O0 HV RAlNGUARD —'-- OR CONCRETEIE BLOCK FROPOURED REQUIRED CONC9HV WALL FLOQR INSTAUATI� KEYSm Niar6mN0UN7NG+e* FS LLATtbN RMUIRFAWALL WALK INSTATON # — L� NA LTiQN mkom mwm SPAN e-O t THIS INSTALLATION SMI BE NOTE FOR COMBINATION OF SECTIONE.D.-EDGE DLSTANCE REMOVABLE WHEN PERFQRMED 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECT—TIONS ON SHEET S3� OR ENTRANCADJACENT TO E OPERABLE.EXIT '�BLADE SM �AONNSHEETU19 FAR ASSEMBLY MOUNTING SECTIONS CAN BE COMBINED INSTALLATION DETAILS W/ LHV BLADE IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUBiD{NG CODE Non High Velocity Hurricane Zone ,``����•`�R lit;�A7j0 2015 EASTERN METAL SUPPLY,INC. A� � ��■ B RTHA H ; - C A ��� Accordion Shutter System @.ADE.#1 W/OR W/O RV.WNLION RAM >ic'� rd( /�.t--c*� Agri®rfcari Sf1l�ffeor Sysiorns OESCWTION DATE DRAWN BY: M.L. ro'•, TATE OF 4 TLLLIT TESTING . E.VmmA CARD COMPANY AssociQHOn IRC. t <4„ O3OS N.W.38LR SL.Re.aa3.7dNGMN ONIOET75.F1.WtlW.311 N OLD 12-192 4jf3 15 DATE 4/13 M13 Phone;(305)871-1530 C Fax:(305)871-1531 4268 Westrogds Drive 2 �� rl`•'•. a-mdi:etteco0ad.oam DRAWING No _0000710 Wast Paten Beach, FL 33407 s WALTER 5—Q$AJ A LUT Jr.P.E. P.E. YN 1 A�ALfsi�NA" FLORIDA UB.Q 44187 S' 'rURE/DATE a S�7 OF 20 i SEE END WALL O&DE ILS ON 2HEETS 10 A 18 INSTALLATIONS W j (D HV SFE ON LOCKING ttcK 0SQ.Hf LOCK5�2 OUT 9 IN /—F7SISTINO - AND ALTERNATE DETAIL IIS ON AU SHEET 9. —`�'^�- **MADE MACK pETAII HVF IS VMIp FOR ALL BLADE HV CENTERMATES CENMWATES APPLICATION WM pLAVEo OR 23 SEE END WALL CONNECTION +@9 msnNG CLASS DETAILS ON SHE 2 x2'xtf8`x0'-2 tea.-..� F��{Vtilr J 1/4' 7' 81/2' 7" 7E.EDrUl NfRr hR1 OPPOSING SYMMET •ANGLE W(2)1/4•P TAPCON 1/z' at�?`� CENTERMRN T'o CONOREM ;(7pP/eonoM) f1ox3 4•s.M.s.0 1z•(a)/ro:1/z's.MsTo tpsE O.c.EVLL tENGHr. yyNV l a W/ }JV_LOC ori AT EACH ANGm(RP) 5 ! *hit I 35* IN 5 Cl * t 1 OUTo" «���®rat® 'o•�� � a HVB HVC HVAan®m8+'7 w800.10+®� EEBLOEKTeAR EXISTING GLASS WALL z_ ___ _ 1a+Q��+�oA +�� �_ _ _ REQU E _ —.� _.._.,__..._ r�♦ oR F s'.._ _.. G1ASS � � SYMMETRICAL * +�!! >� (�' 7 't�"' N.SEPAPAT,pN L 8 +�$=l55-6°il':l+�g���� CE ES* IN (sE.EPMAIIO MW.SEPARATION m ` +� t/qi a * W/ ON�HTERIaR 8 *�0't 19'( `'LJ OH SHEET 11) NAL TO GLASS G.% �@+ SH1 EE EEEf 11) 1N (INTERIOR) --.__ - __..__—__ -�___.�.._ _--....---- _ — r OUT ANCHOR 0 r VARIES * „ � OUT e ,/z•Max.s1Aac OUT (°crEaloR) HVE HVF** HVD FLORIDA BUILDICODE Wan High Velocity Hurricane Zone \\\\ T/iTJpIJN' 0 2015 EASTERN METAL SUPPLY,Wc. ��\� � EN � rT�,, HA HVTM tter System. 7.A■ vADnoh� BLADE lzwv WNWTIL11T TESTING & ENGINEERING COMPANY G�o�R Shu#er SpstOms .N "W07M n rE D,avN sa M,L 8]51 N.W.36th.st,S.soy.wow GWORs,FLCRU 331 AssoalatlonF Inc. 1 OLD 11-192 4 17/i5 aATE: 4 13/15 Phone 1(305)$71-1570.Fox:(JOS}871-1531 4268 Westroads drive 2 DRAWING NA F Q r'�J4 a Mdl:IltOcoWadoOm West Palm Beach, FL 33407 7 15-085 ,c ORID 'i,AAJAFS+S';.O....•`- xWALTERA lUff Jr.P.E. ° FLORIDA uo.p 44167 s SHEET 4`` P.E. i OEJDATE 6 8 F 20 OUR POURED CONCRETE POURED CUNCRETE OR CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE CONCRLIE BLOCK WALT. BLOCK WALL REQUIRED 13LOCK WALL,REQUIRED BLOCK WALL REQUIRED REQUIRED —EXISTING G ///---EXISTING GLASS _ F 2'MIN EXISTING CLASS CONC ANCHO �EXISTING CLASS 1, L _7 ® 16.O.C. r WN.SEPARATION — _ 2•MIN. 1 TO(SASS(SEE MIN.sEPARADON MN.SEPARATION MIN.SEPARATION SCHEDULE ON SHEET To GLASS(SEE TO GLASS(SEE EO EQ TO LASS(SEE 11 FOR BLADE IDAHD SCHEDULE ON SHEET SCHEDULE ON SHEET SCHEDULE ON SHEET 1/18'x3'MAX. ON SHEET 19 FOR 11 MR wx(DAm 11 FOFi fitADE mPFD I FOR BUDS IDANo (6083-T6)CONT, BLADES O&® W(1�1' N T 9 FOR 1/2• 631 iiEEF 5 FOR (LOCATE AT 1 ON SHEET 19 FOR ALUM.CLOSER IBLADES QA -�' EIAOF m&Q ERHFR SDE RAGES111& PLATE.(LOCATE 1/2 OF S0) AT EITHER Oj MIN i *USE 1.OR 2•MAX. 1/2•MIN. ____—_ JIOx1/2•S.M.S. 1 AL UNUM UP ANG1/e•xo•-z•ALUMINUM CUP ANGLE MC#10x1/2'S.M. . ® 16"OC. (6063-TB ALLOY)AT MI® 1s•o.c, 4 (1) /10x1/2'S.M.S.TO(2)1/4.0 TAPGONS ANWALL 5 SEEDEON X FEITHFRASIDE OF; �AT 1 OR ®' SIDE CONNECTION 1 OR ®• SEE DETAn x FOR �OR T I TRACKS ®„ SEE DETAIL x F 4 SIDE CONNECTION ��®-©•O°'e °• SIDE CONNECTION 0-15-0-80°G9�•®' ro rnAcics - -s 7-e •0- 1 •®-©•Q�°©•®- ro TRACKS ��®-©•0-0.0- 0.0•®-0.0•®- ©•0.@-©.p.®- ®•®-®•®..p.©- ®.®-®.®.p.®' 80•®-®•®-@�•®-� O•®-®•®-0•®-®•�ASND CONNECTIQN DETAIL END CONNECTION DETAIL END CONNECTION DETAIL 2Q 4 REQUIRED ONLY FOR SPANS CRFATI7i THAN 12'-0' POURED CONCRETE OR EXISTING 4 ————— EXISTING GLASS CONCRETE BLOCK WALL ,[)�� REQUIRED To GLASS(SEE MIN SERAPAMON Q1 1/2'S.M. D 'c^=__r 10SCHEMULE O(SFE SHELT ® 16• .C. MIN SEPARATION OR&R@OR 11i F BID m CONC 1/2•MIN. SNE ON SHEET '---- ---- ---- j�OR@OR(qOR@ ON SHEET 19 FOR ANCHOR® 1 11 FOR BLADE®MD --- CONCRETE uwm(D&® 12 O.C. 5 Q-SHEIET®h FOR --'-- - OR@ ANCHOR O OA. 1 2 MIN. - ^� L-ILK:MIN--- --- OR®OR DOR 2•MIN. 2'MIN. ♦SEE LlBLADE MBAON SHEETTIONS OF 9 SE FOR MDR®1R(qO1R(311(g V1E]i--H• 5 OR O PLAN MALL. �S POURED CONCRETE OR OR -©•07"�©�•®01 �a®-®�©a®- p N REQUIRED BLOCK WALL 16-©4.©0. 8 7 6.7 • O DE 0 WINDOW LAD O REQUIRED O.O•©-©•O ®- ® ®-®•®-Q ®- CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5 0 O•®-®•®®•® O•®-®•®-®•®END CONNECTION DETAIL© -�•® FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ®2018 EASTERN METAL SUPPLY,INC. a�•� EP• A.TI(t%'''% . ...........,r�,,, BERTHA H TM s�P= �CENS •,9- A Accordion Shutter System 1 L ECO KV BLADE#1 W/OR W/0 RV.WMIN MADE TILUT TESTING & ENGINEERING COMPANY AMIBFtcCn Shutter Systems REV. 2g2mam DATE DRAWN BY: ML STATE OF r 2 Ow NM.30th.St.Ft.305.VIRGM GAIMM RD1m+331& Association, Inc. , OLD 11-192 y13/1s DATE- a/13/ls •' Phone:(30571-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No a: iuoaoH.eom West Palm Beach, FL 33407 3 15-085 WALTER a nuB Jr.P.E. a SHEET NVA4URE/DATE FIDRDA U`.1 44167 6 10 OF 20 SCHEDULE f11 SCHEDULE 2 fiyCHFDUirF 4 MAXIMUM SHUTTER SPA "L+"OR "L-" " 'I` " MUM SHUTTER SPAN*"L+' � MAXIMUM SHUTTER SPAN L+" (ft.). FOR INSTALLATIONS W/ SOME3331PAL OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS - ,CE AM® &�or or INSTALLATIONS Wf CONCRETE& WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or or or 2& W/ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK (a W/,N0 LOCKING RODS or ONE HV LOCK or or® OR W/ NO LOOKING WALL A B, C, D. E, M, N, d, P. Q. L—:MAX.ALL PRESSURE SPAN P RAFOR O 6A GIVEN NEGATIVE CENTERMATES ®&@ W/ ONE HV 'T" W/ NO LOCKING RODS® ODS MOUNTING F, K & . R. S. &V. LOCK� OTTWO LOCKING RODS TOP & (SEE NOTES 1•,j'1) (VALID FOR MOUNRNG0 (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES SHEET 7) FLOOR/CEILING 0, H, 1 11, J T, U. W &X WALL M0UNONGS (TOP/BOTTOM)OR FLOOR/CEIUNG: CONCRETE&WOOD INSTALLATIONS CONCRETE&WOOD MOUNTING uAxttuM Iu,u.1uN CONCRETE & M GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, ASO.DESIGN .-t0.DMIGN A9.D.DE510N INSTAIUTIONS r> WALL MOUNTING FlAORJ)CEtUNO +>E WAIL MOUNttNO t JxE DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE t MoUNRNG � & RAllID rLoox/cr]U reouNra+c GIVEN A NEGATIVE AS.D.DESIGN PRESSURE:RATING, OR t*OR) o aR i} iLOOR/CEU.INO MOVNONO (�Aoii} FLOG' ul MOUNTING DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. L4 W L-N L+ L-IN L i L-(6J L+ L-IN MAXIMUM SHATTER SPAN 'L+'OR L FOR 34 OR LESS t6'--O' t6'-0' 76-0 76'-O' 34 f6'-0' 16'-O' 34 18'-0" 16'-0' INSTALLATIONS INTO WOOD SHALL BE UMITEO TO FINAL MNOMUM ALLOWABLE SPAN IS EQUAL TO THE 105 AS.D.DESIGN PRESSURE RATING. miNtmum DETERMINED SPAN BETWEEN L+'AND'L-'_ 35 14'-10" 14'-10" 15'-2" 18'-0' 35 14'-10' 14'-10' 35 15'-2" iB'-10' 4d 13'-10' /3'-10• Y4'-2' 15'-2' 44 73'-1O' 13'-10' 40 1+'-2" 15'-2" (3)PROCEDURE TO DETERMINE MAXIMUM SPAR FOR 45 13'-1' 13'-1' 13'-4" 14'-3' 45 13'-1' 13'-1 45 13'-4' 14'-3" t HV CORNER CENTfRMATE A3 MAY BE USED AT ALL COMBINATIONS IN BEtWEEN WALL MOUNTINGS 50 12'-5' t2'-5• 12'-8' 13`-7" 50 12'-5' 12'-5' S0 12'-3" 13'-1' MOUNIING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: '-1' 55 11'-10" 11'-10' 55 11'-1' 11'-11' SHALL BE AS WOIGATED ON MANDATORY CONDITION#2 FOR A GIVEN POSITIVE AS.O.DESIGN PRESSURE 60 11'-4' 11"-4• it'-7' 12'-4' 60 I1`-4" 11'-4' 60 10'-2" 10'-11` NOTE J5'SHEET& RATING: 65 1-11" 65 10'-10• 10'-10" 65 V-5' 10'-1" DEMMINE, "' - LI+n MAX.SPAN FOR WNL.MOUNTING INSTALLATIONS. 70 f0'-8' 10'-6' 10'-9• 1T'-5' 70 f0'-6' 10'-6" 70 8'-9• 9-4' �r L2+@ MAX.SPAN FOR FLOOR/CEILING MOUNTING 75 10'-t" 10'-t' 10'-4' 11'--1' 75 10'-1• 10'-1' 75 - 8'-9' 'rt EXOEPT THAT MAXIMUM SHUTTER SPAN L+'OR INSTALLATIONS. 80 W-10" W-10' 10'-0' 10'-9' 80 9'-10' W-TO' 'L AND MAXIMUM A.S.D.DTSING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 W-6' 9'-8' 9'-9' 10'-5" 65 9'-s" 9'-6' INS ALLA'tIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3' 9'-3' 9'-S" 10'-1" 90 9'-,3" 9'-3' SHAD-BE UMRE,D AS FOLLOWS: DETERMINE 95 W-0' 8'-9' 8'-2' W-10' 95 9'-4" 8'-8' 1- CONNECTIONS TO KEYSTONE MOUNTING Lt MAX.SPAN FOR WALL MOUNTING INSTAU.AITONS. 100 8'-9" 8'-4' 9'-0' 9'-7' 100 8'-9' W-4' LIMITED TO +64,-72 p.s.f. AND 6'-0"SPAN, SEE Lz-e MAX.SPAN FOR FLOOR/CEIUNG MOUNTING MOUNTING M<�ON SHEET 7. INSTALLATIONS.105 1 8'-7' 7'-It" 8'-9' W-4' 105 8'-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 W-2' 7'-3' 8'-4' 8'-it' 115 6'-2" r-3- SEPAFc'AT10N `I`0 GLASS SCHEDULE MINIMUM BETWEEN Lt+','C2+", 'b- AND'L2-' 120 8'-0' 8'-11' 8'-2" 8'-9' 120 8'-0• 6'-11' (4)GO TO ANCHOR NEGATIVE WTIN FINAL MAXIMUM 125 7'-14' 8'-8" 8`-+i" 8'-5' 125 7'-10' 6'-8' ALLOWABLE SPAN ANDD NEGATIVE A.S.D.DESIGN 130 7'-8' �6'-5" T-10' 8'-1' 130 r-8' 6'-5" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2' 7'-9' 7'-9' 135 7'-7' 6'-2• WIND ZONE MINIMUM SPACING. 140 7'-5" 5'-11 7'-7" 7'-8' 140 7'-5" S'-11' ASTM E--1996 SEPARATION 145 7'-3' 1'-9' 7'--5" 7-3' 145 7-3' S'-9' TO Gi.ASS i$0 7'-2' 5'-7' 7'-4' 7'-0' 150 7'-2' S'-7' 155 T-0' 5'-5• 1 7'-2' 6'-9' 155 7'-0' S'-5' 1 THRU 3 1" 160 W-11" 5'-2' 1 7--1' 6'-7' 160 6'-11' 6--2- 165 W-10• 5'-1' 7'--0' 6'-4' 165 6'-10' S'-1' 170 6'-9' 4-11' 6'-11' 6•-Y 170 W-9" 4'-11' 175 V-7' 4'-9" 6'-9' ,.-a.. 175 6'-7' 4'-9' 160 6'-8' 4'-6' 6'-8'48' 5185 6'-6' .4"-6' H V B LA D E 185 6'-5' '-6" -T s'-8'-8"" 185 6'-5' 4'-8' 190 6'-4' +'-5' 6'-6• 5'-6' 190 W-4' 4'-5' 195 C-3' 6'-5.' 5'-5' 195 6'-3' 4'-3" 200 6'-2• 4'-2' 6'-4' 5'-S 200 6'-2' 4'-2' los 16'-,- +'-r 6'-3• s-r 245 FLORIDA BUILDING CODE Non Nigh Velocity NurricGrle Zone 11=j AAr/i'j''' 0 2015 EASTERN METAL SUPPLY,INC. jjT 7c.—\ B � TM TLIEC4A ��,`. i.�� Accordion Shutter System �„ HV.RVE#1 W/OR W/O PLV.WNW BLAIX TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems ZEV.He DEWAMOK DATE DRAWN Of.MMiY.LO. a12s N.W.sem.SL,$U,MS.VNAS w mRDIRM,aoROA 3318f ssociation. Inc. 1 OLD 11-192 +13 15 OAiE: 4/13/15 Ph", (305)971-1530.Fm:(30.5)871-1531 4268 Westroads Drive z DRAWING No W .m.R:WtecoOpd.eom West Palm Beach, FL 33407 3 Es-oDofi Is 15 085 WALTLR A.T1UA Jr.P.E 4 ¢ S 1G �E/DATE RwA u,/+4167 6 SHE 1 OF 4 I .:./., :.:M.b: '. � .al •: t/ . 1•:�li •.!"1'; 111-11 : :1 .>•. . .:111 Com? d :1. :.1, J::?.••.1 .- •. • :IIr • :il •: r•:� .Cil ..• .a.� r; E'X00 mm m©L"I�mO�m©���®mmmm0�0®B®®m©�CD_�mm�®�0�®��1m mmEmu ou000 mm�ou�a[ao mmsc�lolvnmo mma�000r�n mmmovoom 000000rum �mmppOOQ mmmOlvOOO mmmOOOOp mm0[7p000 mmmOOpOp OOmOOOOm >• mmp[7000mmm OpOL7mmm00000mmLL7000p©pmmOQpdOOOO[lpOOm mmmO[lO0[7mMU-11: OOmmmOOO[�mmmmpOODMUNK" "Ex"Ns pOpOOpO� ^mmm0L70p[f mm(�DOOOOmmm00000mmmp00Onm�im.ODOmC1 OOamElmmp mmfU WE Ex" mmiiJODODOmmf000OpOmmOOpOGtlnmm4JpOpOpmOOOpODD mmmpOOmn mmmO0000 mmm000O�7 mmmpOOnO mmmpOOpO...... O mmm"KERS mmII7ODOp©mmmOOOpOm®mpOOnOmmQ]OOOOnO��DOO�C&! mmmOO[�Li�ln mmiF]pODOEI7 mmm0000O mmmOmOOO mmmpmmnn onnomm.. m � m000pmn mmOOOOOED mmm0000O mmm000nn mmmOOl7On ODOOpmp . mmm00EuMmmmIM"Em OmmmOOO[7!7mmmOO©nnmmm000nnmOl7mOE�Op mmmODOIpO mma]pOOOEEl mmmO[>fOLlp mmmE70nCaO mmOOQOnn mOmOOmOp mmmOO[£]p0 mm m�INKNaMMM mmp0000O mm[£7mOOn0 mm LT IEL7CElE�Cf n gOOmm�7mm �mmmOO®nCfm®i00pOmOmmmOOaOOmmQ7ppMOOmmWp000O !]Oo0 Om 15lI®ma00nn mmmpODOn mmmoppmm mmmnonnn mmmompon oono�moo mmmnopon mmmpoupo mm0000O[Si mmmOOnCfo mmW""MMn......mm an 93LN nnmiF.IImMUMHn1393 p=mlaKAM nmmL^[]F7®CfnOOOOmmLIDO I mmmplppniimm[ODO[d]DOmmpOp00 mmmOpnOnmmm000nO0OOmOOmO 1 mmmOmnnnmmmOOOOO61mfi7000pnmmm[&IOnOnmmmpmnnnnnoomomo Imm[OOm�nn mmm000©nmmm0000nmmmpOnOOmmirl[�pOOOOOOmpOmO �mmmOm©nO mmmlOOmnn mmmvonan mmonnonn mm�L•'FIEFinnO OOEi�mE£7OO mmmum=l=Omm00it7oo®nnmmmOO[�nnmmmOilnCiOmm[i700©nOOpOmO®Om 1. mm0E�0nn0 mmO�OnOmmti7pOE&]nnmm[*�©ooaommmvponnnpnom©oo :, .� � . mmmounnnmmmppnnmmmponnnmmmnnnnnmmmmmnnnnomm�mon mmmmmoonmmmnMnnnmmmppnnn0mp000nnmmm©noonnnmo©000 mmmmpnnnmmmpmnnommmnononmmmonnnnmmmpean000 op0000© mm[IlpnOm® o mpnnnt��0 oppnp mmmppOnO mmR7ODOaO mmm00noo mmOOnnnn mmoonnnn o �mE�L>fOO mm�OE�OnOmmml[7EF7Oni7mmmnpnnn�[nnne�nran�mmnnnnnKMN MMM000 mmmomnnn mm►Jpmnnn mmmppnnn mmonanon mma�monnn p0000l�m0 mmmonnnn mmmpvnnn mmmnornnn m�Ean�nnn mum"Mmmnn nnommm�an JmwM"MM=OmmmOpAnnm®monoonmmoo noommmoon0000mo©ono mmOOnnnO mmmnnnno mmmnnnnn1OnnOnnn ppnnnnn ptonpm000 mm0nnnnii mmmnnOnO mmmnOOnO mm©nOOOn mmmnnnnn ponnioomm ' mmpOO�OOmmmnnnnnmmmnnnnn7mnnnnO �mponnnnpopEa0000 mmC on neammmonnonmmmnnnon�monooneuimmonnonnnoommono 91mE•.J• p nnCllimmmnnnnnmmmLfOnOnmOnE U amnOOnnmOJ 7nnpOnn0mmm©ono ®m®OMMIHH p0000m®mOQavOm®mv0000�m0000Op mm0oimsOKIND0000 mmnnnnnnmmnnnounmmnnnnnnoonnonnnomnnnnnnommmonoo O 1 O �mmnnnnnnmmnnnnnnmmnnnnnnm®n IMMIMMmmnnnnnnOpOap©C�n , 1 •�' mmnnnnnnmmnnnnnom�nnnnnnS9E�nnnnnn�onnnnnno00pm000 mmnnnnnnmmnnnnnnm nnnnnn�vnnnnnn�mo�aon00000mn000 mmnnnnvommonnnnnmmnnnnnnvononnnnopnnoonnoop00000 • �mmnnnainnmmnnnnnnmmnnnnnnmAnnnnsaommn�nnnnoopn®ono monnnnn�ammnonnnnmmnnnnnnmpnnnnnnmm�a nnnnHmop o 0 m®nnnnonmmnnononmmnnonon�ponnnon�onnonno�nop�io 0 mnnnnnnn mnnnn�ann mnnnnnnn mnnnoinnn moonnvno mmmEfOpOO Mmnnnnnnmm�nnnnnmm�nnnonmm�nnnnnnmnnnnnnnonnoomon MIMIMMM mo�annnomm�nnnnnmm�onnnononnnoinnonoomm©oonnno mneannnnn mnnnnnnn mnnnnnnn mnnnnnnonmop0000 mnonnnna mvnvnono mnonn000 vvoononM noonnnon om©00000 �mnnnnnnmm�nnnnommmnnnnnmm�ainonomm�nnonnnnnpmoono mnnnnnnsamnnnnnnmm�nnnnnnunnnnonnvnnnnnnnpmp®enoo monnnonmm�on�ao�aomnnnnnnnmainnonnomonnoon000me000a �• 1 , , 1 1 SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNIVUS E o,e H ON SHEETS 8&7) 1.ANCHORS TO SUBSEPATE SHALL BE AS FOLLOWS: ♦b1M OnEwycoNalm M= POURED,CONCRETE Y/a TO EXISTING POURED OONCRETE(Min.rc-3 k00 E WALL SILL MOUNTING G CEILING MOUNTING H FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUnDEX(MID.rc=3 kW) MAOSMSPAN ANCHORS SRACM 21=11 1/4'0 x 3/4'ALL POINTS SoLto-SEr ANCHORS,As DISTRIBUTED BYLL APOINTS SCREW.SOLT&SPECIALTY COMPANY.(Min.re-3 k91) (fD ASO.OEM ND7an RERM OM HILAIRE PRSSM RATING D DEMN-IFAIR PMM RATNT - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.rc-2 kei) 30140 160 175 IGO 120116017.03 30 140 160 75 80 120 1601205130 401'60 8 90 120 160 205 TAPCON OR -1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC..AND 00RBUTED BY ALT.POINTS SCREW,SOLT&SPECIALTY 1 O e e 6 4 10 8 I4 Y.2 1 s B e 6 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 31-0" 14 12 1D 9 8 B 8 . 1{ 12 10 9 8 8 8 e 14 12 10 a B B 8 6 7HRE DFORM TECHNOLOGY (Min.rc-3 k8i) OR LESS 14 2 l0 8 8 8 6 6 14 12 10 9 a 8 8 6[14 12 1Q 9 8 8 6 a ALL POINTS SOLID-SET 1 12 to 9 8 B 6 7 14 12 10 9 8 8 e 8 12 10 9 8 e 6 6 BLUE TAP'W CAP NOTES: f4 Y.2 10 9 e 7 ae SOI l4 12 10. e e e B e n to D e e e a TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPcON OR TAPCON WITH ADVANCED 1HRFADFORM 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 D 8 8 B 8 14 12 10 9 8 0 6 0 12 10 D a B a 53 14 12 10 8 0 5 8 4 14 12 f0 9 0 e e 4b 12 10 B B B .4 Jb A2)MINIMUM EMBEDMENT OF 1/4"0 N 3/4•ALL POINTS SOLID-SET ANCHORS SHALL PEE'7/6"INTO THE POURED CONCRETE.NO-SABEDMENT 14 12 10 0 6 6 B 4b 14 12 10 B e 8 B 5,6 12 10 8 8 8 6 45 INTO STUCCO SHALL BE PERMITTED. 1/40-20 5.5,MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO DUST.AND Y.4 f2 to a 7b 5.5 35 - 14 12 fo 9 e a e a 12 10 s e 51 4 •s� 1'18NIMUM FOR NILS WITH No STUCCO. 14 12 10 9 6 8 B B 14 12 10 a 8 8 8 55 12 10 B B B a 45 lxAOE eN sNt1T tv 14 12 10 9 B 7 4 - 14 12 10 B 6b. 5 38 12 10 0 65 5 3b J A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DUSTING WALL OR FLOOR, 14 12 10 9 B 7b 45 - 14 12 10 D 8 8 a 4A12 10 9 8- 8 4.5 78 ANCHORS SHALL BE LONG ENDUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL.FINISHES,ANCHORAGE SHALL BE AS INDICATED ON 14 12 03 7.8 6b 4A - - 14 12 10 0 0 75 0.a 4 12 10 9 8 8 4.5 3b NOTES Al)&A2)ABOVE FOR INSTALLATIONS ON'VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 8 8 6 - 14 12 10 D B a a a 14 12 f0 a 8 e.a •5 J3 INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 S.5 3 - 14 112110 6.5 7 Sb 4 3 14 12 B 8.5 5.5 4 3 - 14 12 10 9 a e - - 14 112110 9 a BA a 75 14 12 to BA e 5 4 - (B) To EXISTING CONCRETE BLOCK(ASTM C-so) 14 12__L BA S3 - 14 12 f0 9 B Bb 4A 3b 14 12 10 8 7 5 3.6 3' - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUODDL 14 12 f0 9 8 B - - 14 12 10 D a 7 8 4 14 12 10 9 75 OA 4 J -1/4'0 x•3/4"ALL POINTS SOLID-SEr ANCHORS.AS DISTRIBUTED By ALL POINTS SCREW.BOLT&SPEG74L.TY COMPANY. 7'-0" 14 12 10 8 65 4 - - U 12 9 7.4 8 4b 3.6 - 14 0.5 7 5a 45 35 - - -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DRECr.INC. 14 12 10 B5 7 4 - - 14 12 10 a 7b 5.5 4 - 14 12 9 7 7A M - - -1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.•AND DISTRIBUTED BY ALL POINTS SCREW.SOLI h SPECIALTY f4 11 7 SA 45 - - 14 12 10 9 75 SB 4 - 14 12 9 7 6 4A 3 - COMPANY OR ANY OTHER APPROVEDLICENSED OR AUTHORIZED VENDOR REGISTERED WRN THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 9 8 65 - - 14 12 10 9 B 6 4 - 14 12 10 8 eb 8 35 - NOTES: 14 12 8L6 7 B.S. 3 - - 14 12 8 &5 5.6 4 3 - 2b 9A 6 8 4 3 - - B.1)MINIMUM EABEDMpOT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER +ANCHORS IS 1 1/4'AND TAPCON 14 12 9A 75 0 - - 14 12 9b 0 65 5 - - 14 12 s 6 65 4 - - WITH ADVANCE)THREADFORM TECHNOLOGY ANCHORS IS I- 13 OA 65 5 3D - - 14 12 10 8 6.6 s - 14 12 B 16.5 5 4 B'-0' 14 12 10 9 5 - - - 14 12 10 0 7b 4A - - 14 12 Bb 7 95 4 - - 0.2)MINIMUM E 13EDMEW OF 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SW41 BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.5 7A 8 { - - 14,11 7 ab 5 J3.6 - - 11 8 5D 43 35 - - EMBEDMENT"To STUCCO SHALL BE PERMITTED,1/4"0-20 S.S.MACHWE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 112 a 111.5 45 - - 14 12 6.5 7 54 4 - - 14 IOD 7 5.5 6 14.3 - - E]OST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 1.6 B5 55 4 - - - - 14 12 D 7 0 4.5 - - 14 11 2, 5.6 4.5 SS 10'-0' 14 12 10 -L 7.2 - - - 14 112 110. B'65 5 - - 14 12 8 0 5 1 4 1- - B.3)IN GSE THAT PRECAST STOW-PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 ROD 7 a 3.5 - - 13 95 1115 5 4 3 - - 10 7.5 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SEOUL BE AS.INDICATED ON 14 11 75 6.5 - - - - 14 115 D 6 5 4 - - 25 9b 6 s 4 4 - - NOTES ELI)&BZ)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL SUDS CONSULT THIS ENGINEER. 05 8 8 - 14 12 B d6 5b 4 - 13 10 85 5 4 3 - FOR INSTALLATION ONTO EFS WITH METAL ENDS SEE SHEET 20. /4 12 10 - - - - - 14 12 9 7 0 45 - 14 105 7 a.5 4.5 35 - 11-0' 23 9b 8 - 12 9 6 4A 4 3 - 9 7 45 3.5 3 - (C) ANCHORS SHALL BE INSTATED FOLLOWING ALL OF THE REICOMMENDATIONS AND 9 FirATONS OF THE ANpORS MANUFACTURER. 14 10 7 - - - - - 14 05 7 5.5 45 - - - 15 Bb 55 4.5 .78 - - - 9b 7 4.6 - - 14 11b 7.5 a a - - 12 9 8 4.6 SEE SCHEDULE BELOW FOR EDGE DISTANCE EDJ VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12•_O. 11 12 1 - - - - - 14 12 0 6,6 85 - - - 13 10 65 5 4 - - - FACT DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS- 12'-0'-14- 1.5 NCHORS• lb 8.6 4.5 - - 11 8 55 4 3b - - 8 6 4 3 - MUNUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E 0.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 3.a 9b 6 - - - 13 0S 88 ti 4 - - Ob 8 6 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. B B9 - - 3 LO-5.5 . S.a 45 - - 11 83 5 4.9 - - REDUCED ACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13'-0'a 12 - _ _ _ _ - 14 ITA 7b a a - - - 12 a e 45 4 - - - FACTOR 05 8 - - - - - - 10 7.5 5 4 3 - - - 7.a 55 4 3 - - - - ACTUAL u ab - - - - - 12 9 e 4b 4 - - - 9.5 7 5 4 - - - - EDGE TAPCON TAPCON RM ��� ALL POINT SOLID SET BWE TAP W/GIP AN.SPY.+ 8 6 - - - - - - 1J 95 0b 5 - - - - 05 73 5 4 - - - - BLADE OR DIODANCE THREADFORM iECFINOLOGY MIN.SPACING 14 12 - - - - - - 14 f74ff 565 - - - - 11 0.6 5b 4b - ED. MIN.SPACING-3' MIN.SPACING-3' MIN.SPACING-3 1/2' MN,SPACING -3' 3 3/4' 4' 14'-0' f 0 7A - _ _ _ _ _ B 3.5 - _ _ _ 7 5 35 3 _ _ _ _ V D RID CONCRETE& POM CONC ETE Wf�ETE BLOC( POURED COtNCAE7E& FOIatID CONCRETE k POFD COBE 04UETE BLOOD l.s e - - 11 4b - - D 05 45 - CORM E•?SOCK til ED•31/Y EBT.FD.•21/2' CON RE BLOCK CONCAEE•BLOCKTal EA•3 1/2' ER.2 1/2'12 - - - - - 9b 7 4A - - - - 3' 1.0 0.80 1.0 6.76 1.0 Ob4 1.0 14 - - - - - - - 35 O5 B 5 BLADE W0RKING15'-D' e _ _ _ _ _ _ - es - - - - 1L5 a 3 - - - - - 2 1/2' - Mai 1.0 - - 0.67 1.0 10 - oa - - B5 a 4 - - - - IN UNISON♦ 2• 0.71 -7 - 1.6 - - - - - 9 ab 4 - - - - - 1 3/4" - 0.91 - - - 0.43 - 18•_O' 14 _ _ _ _ _ - 2.5 - - - - - 10 75 8 - - .• - 1 1 2' 0.35 - - - - 0.35 - 6 _ _ _ _ _ _ _ 8 - _ _ _ _ 6 4A 3 - _ _ _D5 - - - - - - ab - - - - - e 6 4 - - - - - FLORIDA BUILDING CODE Non High Velocity Hurricane Zone AAAA p ILL(/ ,, ®2015 EASTERN METAL SUPPLY,INC. LN-N;.. A S � A BERTHA TM ri L ECO .INC. Accordion Shutter System HV.aADE g1 W/OR W/O KV WINIXI r MADE il /1 American Shutter Systems oFscalPnoN DATE DRAYMBY: NL Ct TIL UT TESTING NY. ENGINEERING COMPANY OF ;.�; 93,5 N.w.San s.,sRa.305.Am9aW GARMIS,EW IDA 331 Association. Inc. 1 OLD 11-IS2 4 i3 Ls DATE 4/13/15 Phone:(305)871-1530.Fox:(315)871-1531 4268 Westroods Drive 2 DRAWING No '- 0X" D ls�`\�O a-man:9lmc0000Lwm West Palm Beach, FL 33407 3 15-085 ;cSSJONA� %'0 WALTER 0,TUR1J,PX 4 P.E�AYSTENAl1Y9Ien'TURE/DATE FLORIDA Lin.144167 B SHEET 0F