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HomeMy WebLinkAboutBuilding Permit Application (2) Ft` ESS EAPERT SHUTTER SERVICES INC. "We're Taking The Shutter Industry By Storm" 2 patio . 3 4. NEA VE RESIDENCE ' 5, front entry ------------ 6 \\ -------------------------------- 1626 S.W. Biltmore Street Port St.Lucie, Florida 34984 (772) 871-1915®(800)749-9056 Fax(772) 871-0990 5/21/13 Florida Building Code Online Ruda Depagmentd BCIS Home Log In ' User Registration Hot Topics ! Submit Surcharge Stats&Facts Publications ; FBC Staff i BCIS Site Map Links Search Busines Professional °I Product Approval USER:Public User ts' Regulation Product Approval Menu>Product or Application Search>Application Llst>Application Detail FL# FL389-RS Application Type Code Version 2010 Application Status Approved Comments Archived I k Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emil Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 17, Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmnn Jr. R Validation Checklist- Hardcopy Received Certificate of Independence FL389 R5 COI ASSA certification of independence drwo 11-192.0 Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL389 R5 Eouiv EQUIVALENT LETTER ORIGINAL odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/21/2011 www.goridabuilding.org/pr/pr app dd.aspx?param=wGEVXQwtDgvYYHH2vJvA53MwsXdCOtOX3bENFONlQQcp/o3d 1/2 5/21/13 Florida Building Code Online Lld Le vdnudtnu IZIZ114ull Date Pending FBC Approval 01/31/2012 Date Approved 04/03/2012 SummarV of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade 3 Extruded aluminum interlocking blades retained by tracks(top and - (Non-HVHZ)- Drwg 11-190 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 II drwq 11-190 ASSA.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 Level"D". Max span is 13'-0"for 40 p.s.f. FL389 R5 AE product evaluation drwo 11-190.pdf ASD negative load the HV3 blade w/o window blade,5'-6"for 110 Created by Independent Third Party:Yes p.s.f ASD load for HV3 blade w/o window blade and 9'-6"for 62 p.s.f for HV3 blade w/window blade working in unison and 84"for 72 p.s.f.ASD load for HV3 blade w/o window blade installed into metal studs.See sheet number 5 of installation drawings for other spans and pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top and Only- (Non-HVHZ)- Drwg 11-192 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 II ASSA drwq 11-192.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 level"D". Max.Span is 16'-0"for 30 p.s.f FL389 R5 AE ASSA Productevaluationreoortdrwg11192 odf negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HV1 blade,8'-0"for+64,-72 p.s.f. load for HV blade for Keystone mountings 7'-0"for+75,-75 p.s.f.for metals stud mountings and W-0"for 110 p.s.f. for HV1 and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum interlocking blades retained by tracks(top and (Nan-HVHZ)- Drwg 11-194 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 II ASSA DRWG 11-194.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load for FL389 R5 AE ASSA Product evaluation report drwq 11-194 Ddf Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12,25 and Created by Independent Third Party:Yes 28 respectively pacA Nex4 Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send ele ctronlc mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Se Rion 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ECh�t :1t:CtlritY?�t t:7'li It:S' www.floridabuilding.org/pr/pr app o.aspx?pararrr-wGEVXQwtDgvYYHH2v)vZ3MwsXdCOtOX3bENFONIQQcg/g3d 212 GENERAL NOTES: 1.BERTHA W4 ACCORDION:H'JTT-cR SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P,E.D.)HAS SEEN VERIFIES FOR COMPLANC-e INALWRD4NCE N1TH THE 2010 EOMON OF THE fLQPoDA :BUILDING CODE THIS ACCCRDTON SHUTTER SYSTEM SHALL NOT BE LNS'.ALLED AT HIGH VELOCITY HURRICANE PONES DE9LGN IVINO LOWS SHALL BE G'TERVINED AS FER SECTION.1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC'WAVO SPEED RECtOR'c4 BY THE JURISDICTION WHERE SHUTTER WILL TABLE. OF CONTENTS BE INSTALLED%IfH A ORECTICNAUTY FACTOR KC+0.95,USING ASCE 7-10 FOR LNSTALLAT•N^NS UNDER 2010 FOC AND SHALL NOT EXCEED THE.UAXIMUM DESON PRESSURE RATINGS IhI;1CATED ON SHEETS 11, 12, 11, t4', 15, 19&20. IN ORDER TO VERIFY THE A-°OK-'CG=T10N,ULTIMATE DESIGN WIN:LOADS DETERIJINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O.DESIGN WNO LOADS AREA 1: HV BLADES(D_aG.�A BY MULTIPLYING THEM BY 0.6 IN ORDELTO COMPARE THESE W/MAY..(AS.D)DESICN PRESSURE TRATMS ONCICATED ON SH.-'cTS it.12.13. 14. 15,19&20. GENERAL NOTES SFIF£T t IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PtD.,AS TESTED.VITAE NOT OVER STRESSED,A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED UH-,OR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,HOWEVER,A WINO DURATION FACTOR COo1,60 WAS USED FOR VERIFICAN)IN OF FASTENERS IN WOOD, SYSTEM COPrC+"DENTS 21-17 SHEET 3 BERTHA HV,ACCORDION SHUTTER SYSTEM'S ADECUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCOPDANCE WITH SECTTON 1609.1.2 OF THE ASVE MONTIONED COOSAS PER ATL REPORTS: UPLOAD SHUTTER ASSEMBLY 18-64 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAA -HV BLADE +O #0214.D1-03.00715.01-03.11C04.01-05.1t214.01-05,10317.02-015,P609.01-10 AND 10210,01-11 AS PER TAS-201,TAS-202 AIX TAS-203 PROTOCOLS AND ASTM E-1886 6BF6 I HV BLADE(1)AND HV WINDOW BLADE...e'� AND£-1598 SrANOAROS(LUSSILE LE4,EL D,WWO Z(Xi£S %2&3)&11220AL-10 AS.RE14 TAS 201,203&203 PROTOCOLS LARD mISSIM (WHERE APPLICABLE'1 -HV WINOR4 SLIDE 0 105073.01-0815 PER ASTM E-)886.AND£-1995(Ma I.8.LEVEL D,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND a 072301-88 AS.Pc"'ir TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SiEET 5 INSTALLATION DETAtLS'A-F.CONCRETE/BLOCK SHEET 6 2.HV BLADE pi AND HV WINDOW SLAD-E 0 ARE ENGLNEERED TO YORK IN UNISON WITH EACH OTHER UNDER THE G'-NERAL LIMITATIONS AND CONDITIONS OF USE INDX/'.TEO ON SHEET 19 INSTALLATION DETAILS G-M,CONCRi C/BLOCK SHEET 7 3.BERTHA H.V.ACCOROON FINS(RN SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO'RACKSSMALL BE#14.2.75'AND 11411.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS W SHEET B STANNLESS STEEL SCREIS WITH 115.0 ksI YIELD STRENGTH AND 180 k31 TENSILE STRENGTH,PINS SHALL BE COATED WITH BERTHA HV DACROSWELO COATING SYSTEM AS%IANUFnCTUREO BY APPROV0 CENTERMAT£ALTERNATING DETAILS HYV SHEET 9 CCATWG.APPUCAIORS.REGISTERED Y,STH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PNS MUST BEAR THE HV MA.RKLNG ON THEIR HELD. 4.ALL-TS ALLOY.EXTRUSIONS SMALL BE ALUMINUM AS9GCIAZON ALLAY AND T"-ENTER AS MDiwtTEO ON SNEEiS 2 ANO 1.MINIMUM YIELD SIRER'GTH FOR 60b3-T5 ALLOY LS 3.0.0 kcL AND 38.7 kst FOR END CONNECTION DETAILS i-6,CONCRETE/BLOCK SHEET 10 60.'15-TS LMAXIMUM SPAN.TABLES SHEET 11 ' ANCHOR SCHECL`LE-CONCRETE&BLOCK 'SHEET 12 51 ALL.SCRESVS TO BE STAINLESS STEEL 304 OR 316 AtSI SERTES'OR CORROSION RESISTANT COATED CARBON Sr-_ML AS PER D:N.50018 WIT IN 50 ks1 M;N,Yl=STRENOTH AND 90 k:i NRI.TENSILE SiRENMH. X%ICHQB SCHEDULE-CONCRETE&BLOCK. SHEET 13 AND SHALL CWPLY W/FlOR'>VA BUILDING COO.SECTION 2411,3.3.4. ANCHOR SCHEDULE-CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASPJ A-307 GALVAx2E0 STEEL.CR ASI 394 OR 316 SERIES STd:NLE3S STEE•WITH 35 k61 MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOVANO SHEETS.FOR ANCHOR SPEC0CATIONS:HV BLADE O: 12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WGOD SHEET 16 HV BLADE(D:k 9 .WGRK!NG IN UNISON:12, 13& 1S- INSTALLATIt)N DETAILS S-X,WOOD SPECT 17 ENO CONNECTION DETAILS 7-12&X.WOOD SHEET TH S.THIS BERTHA N.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779,582.CCMPONIENTS OF TF.".S APPROVAL ARE COVERED,IN WHOLE OIN PART RT BY U.S.-PATENT 15.458;179.ISSUED TO EASTERN METAL SUPPLY,MC, S.IT SMALL BE-THE RESPONSIV &URY OF THE CONTRACTOR TO ERFY THE-SOUNDNESS OF THE SIBUCTURE b7(EURE SHUTTER IS TO BE ATTA:'.'i7. TO INSURE PROPER ANCHORAGE,CONTRACTOR i0.S.EAL/CAULK AREA HV 1��OW BLADE PA ONLY ALL SHUTTER COMPONENT EDGM NMCH REVAiN,THRU FASTENING IN CO.NTTNUGUS COWACT WITH THE R.UIIJYQ C TO PREVENT!WIND/RAN-iNTRUS10N. TYPICAL SHUTTER ELEVATION SHEET 1S 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A'VISIBLE PLACE WITH WARNING NOTE:DUPV4 PERIODS OF HURRICANE.WARNINCS HOME OWNER,TENANT,OR OTHERS.MUST PROPERLY CLOSE ALL HV AND ND CENTERLLATES AND-ENGACF OR LOCK ALL HV AND HD LOCKS. AREA 41 HV WINDOW BLADE n ONLY 11.SHUTTER MANUFACT AER'S LABEL VALL RE LCCATEO ON A READILY VTSIDLE LOCATION AT ACC.ORDtON SHUTTER IN ACCORDANCE WITI-I SECTION 17*4,3 OF FLCRICA BUILDING CODE.ONE LABEL SHALL BE NSTALLATION OETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENNG. LABELING TO COMPLY WITH SECTION 1719.8.2 OF THE FLORIDA EUII.VNO CODE, 12.BERTHA N.V.ACCO2D04 SHUTTER SYSTEM'S INSTALLATV4 Si+AI!COMPLY V41H SPECS INDICATED IN TRIS MWNG PWS ANY SUICINO AND 2ONIN'G REGULATIONS PRC•ADEED BY THE.JUMSOVION VMERE PERMIT IS APPLIED TO, 13,(e)THIS P.EO, PRE¢AXM BY THIS 4?4,3NEER iS GENERIC AND AGES NOT PRWDE INFORMATION FOR ASDE SPECIFIC PROJECT;i.e.WHERE THE SITE CONCIT.ONS CEVATE FROM 1HE-8.0. ' (C)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUOLNG td'E SAFETY OF THIS PRODUCT,BASED ON THIS P.EO.,PR V*EO H£/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION 54FETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, " (e)THIS P,E.O.WILL BE CONSCERED INVAUD IF ALTERED BY ANY MEANS. SITE SPECIFIC PROJECTS SHALL-SE PREPARED BY A FLORIDA LLOSTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE E!N"INEER OF RE'CORO (E.O.R.)FOR THE PROJECT AND WHO WILL BE PONSRLE FOR THE PROP ER USE OF THE PR-0.ENGINELLR OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.F.D.ERGINEER SHALL SUBMIT TO TH!S LATTER THE SRE SPECIFIC OPAVNI GS FOR R1:EW. (c)THIS P,E.O.SHALL BEAR THE WE AND OP:VNAL SEAL.AND SGNATURE OF THE PROFES;ONAL ENM-EER OF RECORD THAT PREPAR'.EO>F. F1aRIQA BULl1NG CDOE(Non 1{;gh VN:!QLTjty HurrieQne Zone ,AA 0 201: EASTERN METAL SUPPLY,INC. A. BERTHA HVT- _ ��co , S Accordion Shutter S stem 111.1 e ■ ■ ■ y '_.•hlo..¢ i� H.v. �T w/az>nya H.v.it+ND(7N� ' •✓r'r �� T(LLIT TESTING & ENGINEERING COMPANY American Shutter Systems s,N DESMIPF*N DAT[ ITRF w77 0r: A.G, .. YY` N\tl. .9c,5:e.k_.YR.MA CARCe .Fw=A 33145 Association, Inc. 1 OLD T I-O63 1IJ28/11 MR' 11/24/4: S TF =tom-+: Pham:(305)671-1530,F.F I(305)511-1sa1 4265 Wes.rocds Drive 2 DRAVAING No FLORID?; F4 LAA .-a:oro�5C p"Cd1" Nest Palm Beech. FL 33407 -s- S-00001011-192 1_192 �F�,�,/•••••••••••i6�CyLr``1 MUTER.A nLUT J'.P£ ` FLORIDA L;,-1 44167 5 SHEET jA4A)ATE 6 1 OF 20 r.ran-.ft•IlA.K© a vaRiES a 9 J � 4.A J' 4,899 1 HV SOLID 8LADE _375 051 HV 90' 180' STARTER HV UNIVERSAL FLOATER � QUALIFIED OR USE WJ Ctlu<REO UNDER US PATENT 5458179 QUAL1}'IED FOR USE W/ FfV BLADE{1� l'�JHV DIREST MOUNT w BLADE 1A W WINDOW BLADE* Goas-rs ALLOY AND TEuPER OUAURED FOR U E 1V/ HV 6063-T6 ALLOY.AN7 TENDER EE LIM6ATtONS OFUSE OF£LADE ON SH a 19 ' BLADE LI) 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 3 ,.Soo* 24- ''_I p .56' u� f �) � ,v�• ��. � _7.670' � I 4.697' I 1 Y •� N�— � 07 HV ADJ. ADAPTER4#2 �� IlE4.ue �2• I �t2•, 5? y. F QUALIFIED FOR USESLADE W/HV ( HV WALK—OVER TRACK 6�'�HY ADJ. FLOOR CRACK ALLOY Al QUALIFIED FOR USE W/ HV (9�HV TRENCH TRACK ens 3.7 6063-T6 ALLOY AND TEMPER OUAUFIED FOR USE W/KV QUALIFEEQ-OR USE IV/K,/ 6063-T6 ALLOY TEMPER BLADE 9D ONLY. id HV RAINGIlARD BLADED .I $063-T6.ALLOY AND TEO?ER QUALIFIED FOR 'E W/HV 6063-i5 ALLOY AND TEMPER VARIES u BIACE 1VARIES 1.936' 6063-T6 ALLOY A. TEMPER I her .os3•.�� L, �?i ruO .629' 7 HV HEADER SILLHV-CEIL E HEADER ?' HEADERall.QL�IXLIFIEfl FORFUSE W/HV BLADE ,,OM Y, QUALIFIED FOR USE•t4 HV BLADEONLYG063-T6 ALLO AND TEMPERSE R A BLADE 14 QU WALL HEADESEE SECT,QNS FOR VAL1D1� S FOR VALIGIIY. QUAUFIEC FCR USE W/HV 6063-T6 ALLOY ANO TEMPER OY AND TEMPEP BLADE Q)ONLY. 60633-TG ALLOY AND TEMPER _71 [—I COMFGS£NT A e T7 T2 1 X Y t r I SSt:.k ALN.Y AIN.: i• I• A62` t� `2 5'MAX. 1/8" j 3• � a' lo,c9o• I5"MAX. O.t92"10.192' y 1111 ' SIDE ANGLES 1 C ALL=IED FOR USE IN/HV ALUMINUM ANGLES 2.5' 7"MAX. 6.,90^ a.,sD• x201 CORtJFR POSTS SLADE�11 QUAUFtED FOR USE W/ W T---• �`�'-f'�EDBF�E!O W/ HV G063=TND 6 ALLOY A .TEMPER SLADEG)ONLY. 2' S MAX.j OA3g• 0131^ 6063-16 ALLOY AND TEMPER 6Q63-T6 ALLOY AND TEMPER � � � ' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone Y+r!!!!l r. (02.01' EASTERN METAL SUPPLY,INC. "jJ"�R A. r/t'' Accordion Shutter System. gga�ss qq 'L �Or V INC. Q .S"iAm H.V.BLF:^£#1 W/d2 W/0 N.V.Yd!•DW!EIDE f 0:,44'167 American Shutter S sterns •: '> TILUT TESTING di ENGINEERING COMPANY y +•h OLS^.Rs?TION 04,E aPa'•Y,v 6r. P.c. a::s N.M.3;.a s;.^.e.r3 rseira c4acs,TLiRx^A.u+ee Assaelatlon, Inc. 9 OLD t1-063 11/79/1,04fE•. 11/2971, +—STftTE'Qi-- r>rX� Phme:(MS•y971-1530.Ftr:(705)971-1531 4268 Westroods Drive 2 ORA'4:£NO So OR14�:`��� +�1 .--a:pcw�osc '.- West Polen Bench, FL 33407 3 �'_192 ,+�`1 FLLQ%VLT`��mU1T 41.44167c 6 SH 2 F 20 4ODATE 744rNn u� OtR 41EMl6L / Rp •' - SAL& eu m aw nm TV.) o RUM .���, 'y (`l,o M1�' j s��.�. a m+--R�-t•• t:, *)� ^RES4 TURN-� gj 1 II T o --- ---....3 ! _ I ✓a`% _..._.` .K, .� '� L&XEYS tcxss l KAI {aieauE ,,CVG Rutm) HY CENTERMATE � � s2 � .'�.. ^� LOCK UALIFIED FOR USE W/ by eLAOEDa Ig ON 2 a. — '� NV EGRESS LOCK 6063-T6 ALLOY AND TEMPER OUP IED FOR USE W/ hV&LADE(1)&t�ONLY ° ?'� 3A2s• .75'! QUALIFIED FOR USE W/ HV OUAUFIEO FOR USE WJ Fry 6063-T6 ALLOY AND tEfaPER 4 3'. BLADE('&.G-ONLY. r)& (0 ONLY, -C,IFPLI-lED FOR USE WJ h'V e�.ADEQ-)ONLY '—se se 0.0, - 2.97a' 6063-T6 ALLOY AND TEMPER ,-;.` ,�. =5,_. 516' 1755` 622'! .t:Ot TO 4.045' i— SORLW c� 7^070' 1.751• I "TI' R360•AREA R ING `` C4 ! - 1/4"P_-205x 3/4" :ETD RATING 'rSMES 9444 ALTA M M t2024-t3 O WYI LARCE R 4CE N `T m !.ffiz' NTitSr:Rr,prat 10820.AS w�<Avram_c dr rvei' P-AN FRONT EENAT01 HV MALE "T" LOCK CENT RE .MATE L 4566` CMMRr TEnORN.P4.74PPEW.NEW MWr c7Osr cR E iOCKER FOR "T" LOCK CENTERMAIL QUALIFlEO FOR USE W/ HV SLADE I)ONLYHV FEMALE "T" LOCK CENTERMATE HV "T" LOOK ' HV ALTERNATIVELOCK 6063-T6 ALLOY A^1U 7EwPER OUAtitlEO FOR USE QUALIFIED FOR USE Yf/ HV QUALFlEO FOR USE W/H'V eLADE ,)UNLY DUAUFIED FOR USE W/ HV BLADEOONLY ty/�t.gLtJE[1 ONLY. 6LADE{7ONLY. 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER- 3361 •y 0v.'.` i L c? +�--- 'e' a " TtiAlZttletU. �' ..067`13a. CYLitiOER CREW n� 214' a 06i- E �I ! 1 p6 � Xa!C sNO .2144 tM -LOCKING ROD �f2 C AIOCKING ROD 'QUAJFIEQ �n l75PHV WJ 8LA a `A 1& Cl%w' FOR USE WJ iiV B! ' i?3 f1 53-3 ALLOY AND TEMPER } HD CENTERMATE'$ INSERT till a 6083-i8 ALLOY AND 5MPER 2UAUFIEO FOR USE V41 h: ..AD,_Q)&0 VAn'"< 12'Mia. c :g1 np 'I ' 14cEJ�; ,/e'e-+6 t.t •_. 5065-TS AVO; ND TE�tPE° „tHslv'niURN - -.—. ""�— OR XLY CYLNDER S t ! LOCKING ROIL, ~� I QUALIFIED FOR USE W/ HV BLADEQQ C 375e T/°'P t3 HD LOCK 6063-Tr ALLOY AND iEAePER F),) HV 3/Br@id—t8 CtSl4fWClll HV 1 j4” 0+-20 AISI 304 eY RtG� I"DWARE MORTISE LOCKS SEPRE9 2333 HO�OK DOLT LOC(. v5 INSTALLATION WILL REQUIRE A 7/16' H P THUMBSCREWS ERIES S.S. THUMBSCREVl� OUAU,-irD FOR USE W/ HV SLADEi & LJ D�tr tLLED A7 TRACKS FOR PROPER EM9EO._Ni QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/HV ELADE.� �.�,ri� �t BUl�.DlNC �p�z(HOn High Velocity Hurricane Zone tlTrTi R A Tl/ Q2.011, EASTERN METAL SUPPLY,WC. �(/J' BERTH TM 1 L E C o,N,. A,S.S,�►R Accordion Shutter System 1&7u KV. BLADE$1 W/OR W/O H.V.WN€IOW BLArEE f'�✓ v American Shutter Systems Ne OSCTRP.oK GATE MIMiCY! AC- . ' Sh y}• 71LUn TESTING & ENGWEERN4G COMPANY N--as*.rt sti' °.xe'wXeAi°A MN-s RPR-A.33164 Association, Inc. , OLD t 1-063 ))/25111 CAM 11/x.9/11 �"•, "^E--T NA N5WI-1530,.7e.:(305]e7t-1531 4268 Westre0ds Drive 2 O •. T' e-r.,ea:tnte:eoea.eam DRAVtWNG NO ,�� •.LpR1pA;:' <c .w Co- 6710 tient Pairs Beach. FL 334G7 3 i 11-192 �1�/'•A QQ..t.,...�r\tt+� ULTM A Tnu*Jr.P.£. 4 P.E.- Si� Jd �/DATE nDROA u 1 44167 s SHEET 6 3 OF 20 SHUTTER ASS MRY SCHEDULE FOR i HV (D HV 0 I2 To MADE p CE •Ct625' 41yf (D �8!ADE 1 � �� �i � sDaE' � .t874• _ ® FIV BLADE IN Lr4DOR f' Fogs' ® HV LONG RECESSED NYLON BUSHING Fx ! �� SLADES-+ 'a a I,, .+1835' Y _ n. IWUCKE J, ,0824'" 3 0AE r HW SHORT RECESSED NYLON BUSHING � ' 3 I� �"� �'TV NYLON HAT WAS:-tER �., FUT PORTIFIV t4NEEL CARR AGE 0151 3(t2-303 SERIES ' fo2A,so'0.870"x3/IE' THICK NYLON WHEEL. 3� 2 7/B'Idtk,t � HVtl,18$'e AISi 302 SER!£S S�. RIVETS 3t5'A C�4`R ° / �I ¢1w375P0' :4525'.4 ® HV 1 3/4'ACCORDION PIN W/ B6 HEAD '� EXTERIOR It# _1 `�. o ap�nNcs 1 5KAM 1/i r�5 3/4 73• TRS HV 2 3/4"ACCORDION PIN W/ 88 HEAD �` - 4 m i" 7_'w 41 477'0 2 1/4 C? � _"z= POLYCARSCNATS IMPACT RESISTANT KV WlypOW � �, ;' e N TYRi_ AL W WINDOW OW QLADE a AND QDR Q3 4 or PO�RBOHATE: HV WINDOW DETAIL jS'££NOTE EOR f1E0UIREMETIIS) i � ' �74R ([� � � ' � � AReoN�Tp 1t{PACT $ESt�ia4T�v wnunnw I SAYER MAKROLON 3103 POLYCARBONATE M< 1 RESINS, UV-STABILIZED.GRADE OR SASIC I -- — tm aua£stTi u` INNOVATIVE-PLASTIC-LEUN 103 RESIN I Q X O OR �t - �•✓ (SEE NOTE 'F"ON SHEET 19). -.{1) HV PIN SH-ALL ALWAYS BE USED AT-ALL EXTERIOR 30TTOM KNUC'eLES OF HV ACCORDION' SYSTEM W/ R t OR �� s � POLYC�ONATESOURCES FOR PHV(3 BLADE. r ICA FI ITER A55EMBLY :k EXTERIORuvcaat.1_ SrANWD(2) NV PIN @ZMAY 8EUSED 3N 1.IE11 OF AND ONLY AT ltr�c�2 EROREXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV t0 cOJza. O£s xT�nc+cLE.SLADE WHEN CORRESPON61NGG TO INSTAL.LA ION "11", SHEET 7. O48 —� � :i# (SEE NOTE" FOR VIMWO=V A5R1 mu o.aa iaf• ao.r�-M i R£aUIR£taEN;S1 l-a TYP,Ir 5 t TC y^CL tom!St.Ji13?, {3) HV PIN OR Yr'/ 1 j 2" O.D. 1/16" THICK S.S. WASE?ER ? e f r-t*'•a'+ % �T ria u a a»a aam r,a. a.�aa >� 0. SHALL 8E USED FOR DIRECT A4OlP INSTALLATON PER DETAIL X, > Ii SHEET a v A M ossa s fr-mr r -"p y�HE£L CARRIAGE DETAIL "• s .,-rrzs S4'}<C G."rS.M wY 02INJ .J]'2 n.Ts PS EMaLY LAYOUT sax vrt .s+.n s2s c,o r cna r A:Lhz . ASTO e'" ruaLr s knot YE'- AM Gn 074]Pal. $ aw Rae HV BLADE SOLID 8c jA IHV WINDOW MADE DETAILS =m ar % Ia AVWam "• '.` Met.'t N.T.S. FLORIDA BUMING CODE(Non High Velocity Hurricane Zone, rrllrrH 02011 EASTERN UETAL Sup?l.Y.INC. A.7tt^'^ t''yaPti ljp' RA—F�TtA i �_UE_C_�Oi ,� Accordion Shutter S stem � '�'}} kv.BLADE 1 W OR W o` 4 1617 ■ ■ ■ # / / �v.w�n€xrr/BLADE '!"s.�i�. i `• J a •t$'; TILLIT TESTING 5ENGINE-RING COMPANY American Shutter Systems N.N oTs,^alfr0n OAas caAJta erA.G. '�'• STATF tilt ; 8:ss xa:�a:J.ss..s:J.j:5.v,�cwn GAar�v€.�'ia.a4 utts .Assoolatlon. Inc. F OLD It-063 t 1/29 t AATG. i(/29/11 r - ,' a Prcne:(305?97t-w53a.Fc.:;sa57e>+-ts3t 4268 1VestroOds Drive s =YF�o�''F�ORIC3t.•' �4�4tt'a a ^�a:w acow.cc §Yes: Palm Beach, FL 33407 DRAWING No f8-OlYSQ7t9 ,—A 9^l Iii WALTER A.Mut Jr.P.F. j { G P.E~ 1141F/DATE MA ui.f 4'.'67a SHEET 6 4 OF 20 NOTES ON HV LOCKS . . 4 / r y (( 44 1 �^g„tu. `ox' •ONE HV LOCK or t2�.�"i SNRiL B£USED ATF 2 OF SHUTTER SPAR FC o4y i I DR 12"A90VE OR Bx ri + c OF SHU?ER SPAN f�R SPANS UP TO 10S,ANO FOR INSTA..E(�TIONS�i ANY /{ ! ELEVATION.HV LOCK�or ^NAY BE USES AS A9 INSIDE OR OUTSIDE LOCK.ATTACHED TO kV OR 22r I 1 1 CE+9iGRMAT-c5 W/(2t 1/A'o-20 x 1/2-LONG FLAT HEAD S.S. Al S.LOCATION OF LOCK SMALL BE AS INDICATED ON (� :CAL SHUTTER E ENATION, "'""'a , �' , �� e a R PERfORNAN a�„-. UP TO M`0 tP� 2. ib o-0 LOCKS i�j OR MAY BE USED AS.:N INSt _ 1 LOCK.CONNECTION OF LOCKS TD N. MAI +` LO ¢�.SHALL 8E AS INDICATED ON NOTE 1 ` IOCA�ION OF L -++ ON TYr1CA:.SHU - - 2.IS USED VlITWD HTJ LOTHSS3:LOCKLI'G RODS RB ARE NOT REQUtRD hT Ht2RRiCANE POSITION/BItT MJ,Y USED IF DESIRED TO'ENHANCE SHUTTER PERFO�,•MANCE. LOCKING RODS Gl'OR AN ALTERhIAiNc DEVICE ry II MAY ALSO BE USED A STACKING POSITION (NON HURRICANE POSITION). 4, K r f5 SHALL BE USED E R hNY SPAti " AND If.•STALLATIONS AT ANY ELEVAIJUN, HV LACK' ar tLAI. u5E0 AS AN OLITSICE OR INSIDE LOCK, �1 ATTACHED TO 0 CORNS, CENTERMP-TE W/(2) 1/40-20 i i/2"LONO FIAT HEAD B.S.M.S.M LOCKING RODS(? a 1 I AT TOP&BOTTOM SHA'_L BE USM LOCATION OF LOCK SHALL&:.AS INDICATED.ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL.BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, fl GY SS'^- 1 g� 9 pNE&TERN%.TE5. ALIMWE W LOCK-T�Fj MAY BE USED IN LIEU OF MV LOC'!,2t.�x of FOR ANY SPAN W Oj 1 H'�>;�. Q �- INS€ TIONS AT ANY ELEVATION.AL'TERNAT-c LOCK MAY BE USED AS A+i�GYSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-2Cx3/4'S.S.THUMBSCREW TO 0 OR�CENTER MATES SK4:.L BE MADE W/ 1/4'0-20x1/4'ALUM. i v g I H a` RIVNUT AS SHOWN ON SECTION IfVC.SHEET B.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO b 1 f : �seg`wS" tom+ LOCKS AT 1/3 OF SHUTTER SPAN. 6.Mpl roNDTTIO2 JN-FOR 9-MDNE MOUMMG INSI LIIATONS:_ ONE HV.LOCK®oe'a.or(fig'SHALL BE . I 111 USED Ae7 1/2 OF SHUTTER SPAN FOR ANY,SPAN QR 1^c'A80VE OR'-SELOY; 1/&OF SHUTTER SPAR FOR SPANS UP I I TO 13.8'.AND'FOR INSTALLATIONS AT ANY ELEVATION.IN LOCK 0 ar @,t,0 MAY BE USED AS AN �5'DE OR j '�. i CUTS-,CE LOCK,ATTACHED TO�'or�2 SY)AMETAICAL C£NTERMA7ES W/(2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. SEE S�—1 M.S._LOCATION OF LOCK SHAD°2:AS IND'CATEO ON.+'PI^..N.SHUTC'R£LPOIATION, USE OF LO^••KHG(?0".93�W/dA CONNEC'+ION (`!fit (Ili !• (I' / •, OR O„7j TOP fu'�D BOTTOM 15 COMPLETELY MA*:DATORY.. LS ON Dr "-"HE£T5 tO& ��IYYT7ll,,,. T8 M.FULL " ,. *NOTES ON HV `TT" LOCKS AND CENTERMATES, H£IOHT, OF CORNER (,SEYbh> I. N� 4� Tp TO MANnATORv eDNP.TRD�/t yA?UiONLYFg,4 NV'1'1 nl:K ifh e4-CFNTTRhb4lES AND uzwrm N�°' CENTERMATE !OkE ALIT! ATE tN'T'LOCK 0t9 MAY BE INST7aL0 IN LIEU OF FN LOCKS_OR�R Q5 FOR ANY SPAN A::D ffiSTNSATiON AT ANY ELEVATION.% N•JE LOCK 0.VAY BE USED AS AN INSIDE OR OUTSIOE LOCK.ATTACHMENT Q..� �• �' U�'�, O Ica .OF LACK S INCLUO£5 USING REINFORCING LOCKER;i .AS SHOWN ON SECTION WO.SHEET S.WHICH MUST BE 10•�5 m *1cx i1{Ir tox --- CONNECTED TO CENT-ERMATES $ ND W/ 1/4`0--20 x 1 1/2'LONG S.S.THREADED DOLT W/718"0 x 3/22' �l �/ W7nNUT OR+1F 114'0-20x1'SS.M.S,LNTO A 1/4"0x 5/8'PWNUT.LOCK MAY BE NSTALLED AT MIOSaM:OR 12' iv.V"fj�u •.0 1�ca tMMUM ABOVE AND BELOW MIOSPAN.USE OF TWu^LOCKING RODS Aj iQP AND BDTCM 15 MA:TDA7ORY. u''@8�1 (9 0j'�aT (8 •�9la .09«113+x 19!+ *NOTES ON HD LOCKS„( CE PR BLADE •�••�• 1 wIROS` ND CETiMMATT:3�OR 1;! w?it GNE ALT£Rh:ATE HD LOOK 0 MAYBE USED IN UEU OF TYPICAL (1) HV BLADE SHUTTER 1 ER ELEVATION HV LOCii5'2-CR Cs FOR ANY SPAN AND INSTALLATIONS AT AW ELEVATION.ALTERNATE HO LOCK T�VAY BE USED AS AN)NMOc OR CUTSID£LOCK.ArrACHWNT OF HD LOCX 03'0 'g'IS W/3 P8 x 3/8"F.H.S.S M.S.AND INCLUDES N.T.=• REINFORCEMENT ENSERT FS,y AS SHOWN ON SECTIONS HC8-WS AND HDC^HVC,Sli£T 10,LOCK MAY BE INSTALLED AT MIDSPAN OR 12 MAXIMUM BELOW OR ABOVE MOSPAN,USE OF LOCK!NG RODS @ IS COM:=LFFELY OPTIONAL. l RIDA BUILDING CODE(Ron Rgh Velocity HurriCone Zone, A TI�` _ ®2011 EASTER4 METAL SUPPLY.INC. �. �cEr;'S '® Accordion Shutter System oto til r �j• E�:®i■c. ■ ■ ■ ■ KY.BLADE#1 w/OR w/o H.V.VANDlY MACE American Shutter Systems ry,N 0309 FT DN DIrE GPAM SVY A0. . TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-093 11/22/11 DATE; 11/29/11 STATE OF ' c w.N, as s s c.rxi✓Fi A A�es,ew n SSILO , ` ac-c:(305)9n-1530.Fe..(305)9;'1-1531 4268 4YasLracds Drive a ORANING No O \tt, +1 a-me t ccconasom West Pain Eeecfa, FL 33407 3 1 92 . .'`\l 1,+ FIV-0008719 =-S/ONAL C'I+'' YA:AI TEA A.MA Tar.P.E. F.E. /&l:N1i0 k/DATE ¢U`I x'�' a SHEET T OF 20 CNCRETE ANOMORS POURr"9 CONCRETE CR CGNCRCTE BLOCK POURED POURED (SEE SCHEDULE ON REOUIREO T-1/+'A-20+J/i"s3. CCNCRETE CONCRETE sFLcET 13) CONCRETE ANCHORSMACHINE SCREWS REOUIR R.0" D CONCRETE ANCt10AS y / $ ,mac 1/ f sow 13Ek`J:E ON Wf t/4=20 T /�^/ � {52 NOVMIN*Oam SMEf 7) { / SHEET 13) NUTS O 12 O.C. / tsEE .muce aN sHEEr 13) ,• J f�% j!( r _ -,, � rMl.W04 . 20.3 .I,, f l i- t__e •EO EC-,ter MACHINE 2REY15 E41�E y .^ USINL t/4"-2O NUTS E.D.c f �Y .2.°..^.•Maa. r �- - If1t• 3 OR § 3[ I/, , ? Lll ��2 f !I .rD � 250'Naa. I ua,l. OPTIONAL 1 1L^t 3PSFAPgi t. ) N 5� i f � �I Sy M NLN.S-0-ARATIO4 TO CLASS (D •-tf FW 3AE09 (�. 1 OR tla t7tiST2NG - --(sEE SCHEDULZ ON SHEET 11) � EkTSTLNC 7 ON sea tog t 1 oe.ass".. li LIASS--� MN011, `{�_ MIN.SEPARAT,04 TD CLASS (SEE SCHEDULE ON SHEET 11) • E 1A{{Gi {i r @ HV WALL HEADER INSTALLATION 14V WALT. HEADER INSTALLATION HV WALL HEAD + KEYSTONE EMSTINr , i IAN,SEPARATior TO CLASS cLA55--t �,,M„V4 t N ' 0R (1�� 1 t ^--�1� EXISTING ! SEE sC:�ULE ON SHEET 11) ( m CnSS(T2 I 1 MIH.SEPARATION TO CLASS I GLASS-' [pRIlp43 ti. ' Tom_r� SEE SCHEDULE MK SHEET 11) I 'GN DW-19 fu _ / /�OPOO!1s1 i (enttSQlk Q� E%ISTW� iii' ✓ � � it I { I �O• N j I i 1/{n— �'•/ I IS \ r� II �S A:. i.. {11 1/0 W.C. OR 'c y Nw• E.D.- � `r I,i I..i �` �� iv {I r i I I ,�. LEO ED ,ate© 1 , -" 11+TRT 41 I t! T.G ,,,_,/+-o-204/4•S.S. �M_. �.„. -y—�^- 1/4"3-20c3 4`SS.PHILLIPS 1 -- PHr11P5 TRUSS HEAD 1 / ,i / I •••EQ ED Y CCNCIR- ANCHORS TRl'Ss NEr,C 1/.ACf+1NE sCty-fS _ / � / 1 J oa•18 _ MACHINE SGREWS USI!:G ( �(SEE SCH�ULF ON W/ 1/4-20 NUTS O 12'O.C. y CONCR E ANCHORS / t' !i"-20'NUT ® 12'O.C. / E� FOU Rco CONCRETE— SHEET 13) (SEE sCHECJ6E ON,S!!EEf,]) Mi^. OR CONCRETE.DLCeK TRsuREO CONCRETE_. ./ J, R CDHCRETE 9LCCK j 1.'SNCRET£ nCUIRM A'CHon Y REQUIREDG HV WAIL SILL INSTALLATION (SEE SCHwu"E DN O HV WALL SILL INSTALLATION POURED CONCfETE SHEET 14) OR CCNCRE;G BLOCK WALL REOUrEO HV WALL SILL INSTALLATION HOT+F4R CG4G`HATKI\ I N STA LLATI O�/N DETAILS__ W 1-SLE SHEET 4 FOR TYrICAL SHUTTER •E.0,a EM DISTANCE IJ T HV BLADE ASSEMBLY - O SLE llM AEONS Or'USE fOR 2-MOLINTING SECTIONS CA`t BE COMB'NED (SET SPECIFICATION'S ON SI-!FfT I]) ELAOE oD SHEET iF `5 LN ANY WAY To S1jT ANY INSTN.LATION. FLORIDA BUILD[ CODE Han High Velocity Hurricone Zone, II�Ara 0201: EASTERN METAIL SUPPLY.INC.A ,y1,tt4�R A..rJC�/T TM ��cErdsFrl.'� /7 g ��.e p+ Accordion Shutter System Ile G ti► 1WC. ■ ■ ■ ■ KV. BLADE#I W/OR\V/0 H.V.Wow BLADE -- P♦0rt67 American Shutter Systems "f # ` TILLIT TESTING & ENGINEERING COMPANY -�• 0E 11-0N DATE t�Aaa s*:JaL. 1 / s.1aa N.s1,aa1�.sI,s:e.�. r.OA¢a:1s.ncx^.A STIaa Association, Inc. 1 SLD it-as3 =t12B/I1 rase e I 28/11 1 Ks STAT-np i 4258 Westroods Drive 2 -�--= 1'rAr:e:(305}871-15TO. (305)571-1531 DRASV7NG Et0 Qo'•!�CORIDP::��,`�� —6: tate., C°m Wlest Po(m Beach, FL 33407 i �CC,�+• `�y� 1d WALTER A.TWT Jr.PS, s ....•.• ` 11 nARICA Uc 1 44147 5 5NEET P. 7StCT�(ywkh DATE s 8 OF 20 cewAtD CONCAETE A4CKORS q w sPAa«�a+ 1 OR ♦ i romMAatO 1 EE SCHEDULE ON svEET 13) to ansa tOt CONCRETE (`' nIRC 4�? E%15TING m rocmnE REOtflRED E9C'c� -'�It FOa tiAZQ1uC '� GLASS--Jar.taN.ssigt as17+t) i I _ IF ,'CN 9�T 19!Oi iJ aut5 I / ♦ /// .�. / - AFPLCCIStr EXIGtASTING J•,i RAM 0.6 N7 1- t ' i 8 •�'. CC , EXISTING `t 1 GLASS LOCA?4N iii i e BI0a3/4'HEX WASHER HEAD t 1 OR3 cA 1 S s i /e^aw. ,J TE7<SCREWS o t z"O.G. POE OF SLAB v CONCRETE ANCHORS -I" I / APFVCASLE I i (�}• 7 (SEE SCNEOULC ON sH'M IS) EDGE E E1C5ASS . i-_� EDGE EDF---'t/� �� '!; i f�+ APPLICABLE ai f CLA55-..-+ / 1/2 t" EDGC OF I / APPUf:A91E / I SLAB IF 1 - i b APPLICABLE AfiPtiCa3'lE oaUA{A f I PUU4E0 -FIAT HEAD CONCRETE ANCHORS mf�AE av se.T P. R p POURER-/ /jfl �! 1 CCN�g6, " '•o. f*a'D (SEE 33iEDUlc ON SHEET 44) -1 rr IWI MAX OanL t;1i FLAT HERO CONCRETE ANCHORS C"slwl 1Y rtx+ 1 OR CONCRETE •� ! L- t Ina)c4§ � AEaLuSED I--E D.• �—_.D.• (SEE SCHEDULE oN SHE. 14) I1 TRENCH INSTALLATION VALID ONLY FOR UP Ta +70, -75 PSF A.S.O. T HV WALK—OYER INSTALLATION DESIGN PRESSURE PADNG C FOR SPANS PER HV FLOOR INSTALLATION t SCHEDULE g SHEET 11 _.._......_._._.V_..HV�`CEILiNG"INSTALLATION _._..®l EC611 E7e--/1 ! coucR=-iE A>rDHOPs e atas�' n" i. tip O Y1 ' SHEETSCHEDULE LN t/4b R+1 BtxLuJ'f 155) a" tY I 1 1 +_ + nasmG _t_._.-, tEtMMOGY 4b Ml hi Van.NG—I ��` EXISTING--I s^.,arrw ro wss t � G%A:2- / + FAStQCRS TiFP04 A%*M w/ I VAX GLASS 1 GLASS _low sena on t+cet t,1 ,! +—� _ 4Jac. i tv.rmrd N:.ASS 1 Y.'IRL ELEEW"R O a' ; • t "�ffS 4YAA[tp/NCJ f11 t DQFM w TD 6W tpl,mo QWFOR 4at15 LIRCM T1M i f I + �j! 4 i/b' / t e•'I[AVi JS Ll'uTr Fn'�Ci Iflil''/] 11, t,I t WII:4f QN 5!fST tt!o 3 � ��'•iJ(.�JO. ,i' 81D a./b aEx r / � � trRnec'✓aQ,s�' .3/E u r�/` $ CR {C� �ii SEWNT It/b4. i tm T" CREWS Q7.31;' NE I HEAC..-f ToJY.SCFEA'S q 9'A.C. (< _ _ -� Q r I� �� �t/ablx'.31C�S els CONCRETE 6 7 la 14,3/4"S.O.S. +/- --_ r i =r t/A" I U-.7.N0 t/4•e-45 h'LTs OR t/4'e-ZD S.S.Ns. i 1 '�'� O 9'0.C NCx. Gf- O 11'O.C. IW NUT C a•O.C. (SEE SCHEDULE ON t _,_ NEYISVIG MR STRUOLFALL P .. F 17 C.D.s!u.1 f / SlA2 TF , y1i4.3/4'F.N.S.D.S. NIY L." L 17 8" i Sj9 / AFPLICASLE tl�CANCPETE ANCHOR I SEE NVC 13(1) ,� O 9'0.0 wOREO Catif.ALT£-•, (SEE SCHEDULE EDN O4 BEET 1 �1 5�T SSCTE 1J.C,tl) POURED CONCRETE ON SHEET 7 R.CONCRETE DLCi.1t S?-:EEf S4} OR CONCRETE BLOCK REGu!AED ®IMSTONE MQUNTIN1 INSTALLATIO}J OPAONAL-' POURED i (� HV WALL FL(}QR ItdSTAL TION L� HV WAL WALK—OVER INSTALLATION NwmN ASD, PRMIRE, f. 77P CONCRETE-' '� uw-UM W.Irrq SPAN 6'-,^.• HyRERAICWRED NGUARD INSTALLATION t t THIS INSTALLATION SNAiI.EE <G!�arNATTnv F eF noN�. REMOVABLE ViEN PERFORMED �=- •E. E EDGE TION O AWACENt TO AN CPER-BLE EXIT SEE UUt(A;FC1:5 OF USE FOR t-Se•SHEET 4 FOR TYF?CAL SmUTtc? (SEE SPECIFICATIONS ON MEET 13) EDA ENTRANCE BJaE S�I.aN SHEET 11a INSTALLATION DETAILS W,/ HV BLADE ASSEVELY 2-ibOUNA%G SEC-ii=CAN x COUSNED LIS ANY WAY TO 5IST ANY INSTALLATION. ,,,,, FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zane; Ill ty,A. ®2011 EASTERN METAL SUPPLY,INC, 11 C/r BEW iAHVT, �P 'V`cENSF ✓� - S S Accordion Shutter System ' hQ1 - i . L® �Nc. o ■ ■ ■ KV. ;ti W/OR W/O kV.winaarI erne American Shutter Sstems - �"r f•'`F TILLkT TESTING k ENGINEERING COMPANY Y _,k ocssalinoa cAee Danxs:en A.e. • 3?ATE Of •'4¢• saa nr•..:t,e.Sr.Su,sos.vAmvA uvttvs,n.w Dl att5e Association, Ina. 1 :OLG 11-os3 11 E$ OA E: 11/29/11 1 (3051671-1930.Fa•:(3..^5}971-1531 42E8 Westroeds nrivC - DRAWiNG No 1 Fs .............q. 1,Pt+- a E8 c 8713+son West Palm Beach, FL 334D7 3 11-192 `/ANAL EN +1t IULTER A T a 3'.P.C. b !T't FLORIDA Ua p 41167 5 SHEET P,E�S Z, !?;1.,'itf GE/DATE 5 0 20 SEE END WALL CON ETS 10 & IS sE wrEs aN LOGNiG Boas®.rr,LccFs®a.9 `^ INSTALLATIONS W� HV �Y°&7wrv"*E W LOC"®ON�cT 0. OUT IN ', —E%ISTINO CLASS v *9UDE SULK DErAA WF Na VA'JO FOR ALL BLADE Wj HV CE TERMATES CUMY.UATUAWU .-Il'r-L"CD p�6�2 CbU� (2k go OREE END WALL CONNECTION . .j @-`t�"l`I @-(D.@- J oasrLNo GLASS • �•,z-.,,a•,�-z }� � �.paa®.per®.p � 3 „4- --- ---�:- ------ 6 �2 --___---r----- - (easy-T6 ALLOY)ALUM. , OPPOSING I ON SH 11) ,{.•,T,�, , 2• �, SYMMETRYCAL ANCHORS a camcarE. I CENT�'R RTES (TO-AoiTCM)!x 'Sl!$.C 12' J� WN. ARATION (a),ax1/2 sm.s. o z se o.c.FULLir. V VJ/ HV LOCY or 2 To AT E"h40LE.(YP) I j / (SEE.S HSVJLE } — —/ — L QOUT c b' ro•Q Q..paQa@aa HVA H QA®�^©•Das®�Ato•pW© E9tSTING CLASS POURED LroNCRE;aOR - CONCRETE 3L=WALL� t•{CQU E.�) E%„fitic l',7' I ( SYMMETRICAL ——— --—— I=N N— -0:V� t 7 ..Vp� F— 71 -7 : fens \8 8w 9• 3�1 5ErasPN UNos� S 4 P Q Q Q Q Q CENT-RMATES - 6� ��.�a�©.�g ®.��, a f —____—__: CUSS 1 (SEE SCHEDULE WZ HV 6 DDNCR ®•�a O•ppq 19•� ON SKEET 11) / �I MIN.S&PPARATION TO GLASS ON SHEET i1) 1 OUT 4 1 !I-COhCRETE' I `/ i 3 VARIES } 9G' * OUT 6y(r� r��m v. (EXTERIOR} I.d V E BYE HVD f FLORIDA BUILDING CODE(KOn High Velocity Hurricane Zone p+F 02011 EASTE11%METAL SUPPLY,INC. .�NSF”;J9 A.S. ®�� Accordion Shutter System 67 '�• ® enc, H.V.RATE 01 w/OR W/0 H.V.WNDCW BLADE Amer[can Shutter Systems Yl 71 LIT TESTING& ENGINEERING COWPANY .K ocsccrnar+ arc oa.m+er: A..c. [4 61ti7 nw::sa.S:.se.zm�,L^ +a+,ctac.""eS rY,^.F�a,u=as A3SOC1(flon, [no. t OLD 11-083 11/29/11 WE,a 21/29111 ,b y C7t{TG OF Pno.^.c:(.105ig71-f SJC.r¢.:{305)8)1,t531 4268 Westreads Dew& 2 a` e-man r'.a�aetcam West Pohr Beech, FL 33»G7 a DRAWING No r�"..........1: ����,1 Eg eoss�,s , 11-192 P.E'SS�O -y�Tydill�E/f31TE FLO.10A L;,.0 44767 s SHEET e 8 of 20 LT H " LOC d V " " CENTERMATES8 CK LADE `EE END CONNECTION DMILS ON SHEM 1D& 18 INSTALLATION M HV BLADE IN OUT � �"- �os:,�w�„,�.�,�,,,�,,,�,�«Sw:-Er�, Wj HD CENTERMATES��i 3rp�,f� AS WM AS lMRVtM RZATMO.NAGE a WAL tOD-Ml�. ®p©• ]Op`�./�•®'+ IxOK+gw OM r.3 S:W.WY DE USO MM TR5 AL1E4N:1,,5,4mw c W .nc mow Nw tw S++cEr 9EE END WALL CONNECTION DETAILSSHEETS As�a exasT 3 35 1+inD• pn+pmnwlA I L__—___.---......_._.........----_____-._ �lsF?wsu) � -----..----- _` ) ta=nawrr) XQ fvii UNCHT.. sc ---�- At VOI AM=D,7) j ——__'N________—t4j n.V. — — I N (4)KV. 5 fix; 3 0 HV "T" � PM(TYR. L, R,4 IYP. (Q�ti f © ©LOCK (INSIDE) n J ) ae<v q t ( c { t I 11- --AR 29 1 t - n CJ J LJ flUT 31 of 33 31 oa 32 131 oa�? 34.o6©2 *s E 1/4" 0-20 x i t/2" S.S.M.S. a 3 s nor D roa Mr ace 2 " W/ 7/8"o x 3/32" W)NGNUT. o nom HDD-14V8 LOD;L av SHM s. (HV "," LOCK (OUTSIDE) f 26 Sly. AL8D.CEN'aE@NAUT �Yjl�HVC A'ES SYMMETRICAL HO GENTFHVC S v # W/4.5 LOCK (EXTERIOR) W/OCK (INT£RIORI i'SIZES 0444 AtSIY:AIL 1203.-T3 A=Y)IARDE NA,9E 14" S.I. OACI ,FABY p U12d. �•��^„'V�^ ®•�p M Mir,A.•TUHED BY hr. CHLy 01W4 OR ECO>L 6 ] 6 .7 • •1(�e.©.lf6 a©.©w •—iJ � ��.-C1Y- sa,�n:xs.L ao��c�Azpr,��-w�rs HDR—HVDgf FLOATING STACK FLORIDA BUILDING CGDE(1!lon High Velocity Hurricane Zone' 3N13N ,- ...• 0 2011 EhSTE++"4 METAL SUPPLY.INC A.S.S.A: Accordion shutter system ?== ILIE C® Ir+c. kV. BLADE#1 W OR W10 H,V.x(DOW RAD= -O'•, ,STATk-pI• �' TICCIT TESTING $ ENGINEERING COMPANY Arrlgrlcan Shutter S�+Ste1'i')3 Lv,ce DLxtlnPTION 1111CeRnm+116 AM 9 '• ° 'k4. •>� Esss w.,5sa SL.S.,.Ds wo,"CW40E6,rLW12A M10 AssoclaHan, Inc, i OLD III-( ttM/1 DAIS- 11/29/11 (.305}271-1551 4.258 Westrocds Drive : DRAW-ING No A ?f 1 � QED Ca"M m Wes! Palm E?ecch, FL 33407 I 11-192 1_f 92 ""lolllll''1 YIALTE.4 A,Tut j"67 j P.E. SEAL/SIGNATURE/DATE °1'p ` F H127 6 SHE 9 0 2D POURED CONCRETE MURED CONCRETE P°Ur1g7 CCNr.RETE CONNCRETE BLOCK WALL OCRE CONCRETE CR CONCRETE OR CONCRETE _ OR a3NCRETE'' C RFAUGTEO BLOCK WALL REOUIRED LOCK WALL REQUIREBLOCK WALL REOULRED TM —EXISTING GLASSS /--OOSTING GLASS /CONCROR EXISTING GLASS -'�'-"'...") ,�2''k EXISTING OLA-_'.G, / r */� / .LSH.sc7aF.tllrh T i K ` L"'-' _..T> TO GASS VX SEPARATION { / SOtMj1E C SHEET / / !!N. +/4ATi0N ISN. w°N EO ' EO TO CLAfS(SEe- !! / II FGR&Am(D ANO / /� ON T i TOIX1aF9{SEE / SCMECLL ON'sim- I/16•X3'VAX.---. ON S-_-T 19 FCR ! 41 FOR N-QAW ` SOF`�US Or'SI$E7 FI FOR BADE QA'V (6063-TS)Caul. SLAM Q&�' 11 FOi EilF1:QA'•II (LOCATE AT t�, aY$'TT 19 FOi 1iNT.CLOSER SST• FOR 1/2' ON SFEET 19 FOR E9TH SIDE L7-� '®&Q PLATE.(:OCATE• I/a• _.._. i / , Bl11EsQ& - --t- Wna Q&� Cr-5s ) AT ETHER 9E VIN 1 it 1 1 1/2'MIN, °F0) ,a USE OR 2'MAY- ?fOx t/2's.Tla. $tChl/2"S.V.S. I _-- _ JAS APPU LE1xYx1/,5':0'-2• O.C. 4f--- 1 'kVM1NWA 'IP aaGi_ _A ,(Eou-T6 "AT MIOHVGHT 1 �A � �;,f-� !, (1).010,1/'S.M.S.TOO& SEE DETAIL%FOry/ (2)1/4'0 TA INNS ANCHORS TO✓< WALL AT 1• .C.IL)--,E AT I 1 OR SEE DETAIL%FOR 3 DR -SDE CTO TRA I°N 1 OR ERHER SIDE F Q) f ` OR ( � ®� i0 TRACKS }l.©.®IO p'•�OaoAL•��Y•'��("lW�"�O'®w°' TO-CONNECTION ,�rI�7•�waw'�Ow•Q©�"_•'�0®•`�y�9'w" ��t®!.''�®S0w!1®6K®�:A,"''��/l�/,°`,'�®At�%•`AY'�G7�,ROc1°. OCTAL FO _ytidyVqE��y1•l-O�® 6J}y" ` ryBCg�„�J,•!..��t6--J81 •nn TO TRACFS SDE CONNECTION Q -0-0-0- TRACKS 0 .0-0'0-w18312) 0m ®20.0-04 _@:0w.8,0 0}1"•a°�r w� ? 8O•®"` `®O1V•�w®'�l O��®•TA ®w®•� w0'©w0 1-0'@ _END CONNECTION DETAIL END CONN£CMU D£TAIL 4 END CdNNECTION DETAIL Q END CONNECTION DETAIL Q O POURED CONCRETE OR ?,REQUIRED ONLY FOR SPANS GREATER THAN 12'-0• {, _- CCRD BLOCK WALL YJAL.S L-ESTING GLASS REOURTD (;I ss i-•' SO.LULE GI TO MASS(ate n ./1 le OR H�OR(DOR 1f FOR 4d+Affi QAVO \1 r_. SOBEWX ON%1EET --_- - --- - i _---- 0 SHEET 19 FOR A1JQ4QR 0-/ ---- it FCR DtXB . ------ ____ OR CR 1 OR 1" / 'CONCRETE 1 BAZ7✓SQ& r 12.O.C. U1 7Nff1 t4 FOR 4 J aucHOR e /� , `D aw (D&© --1- ORO 1 Jf / �_� 5 ` L1/2,A)'"4 2 Mild, t `'2`MAK,f i S=w;IVY'ATtGe,'S CF USE FtxR / s ,I B acs�A eN saE r 19 aR CR 9aR 1@°R 1© ('1)OR 'k PLAN POURED CONCRETE OR OR w®a©.pwe .®w ®"©'0"� 14'nw ENDRIN INSTALLATION CONCRcTc BLOCK WALLREOUREO HV BLADE OR ti HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL SO ®•��®•nw -�w0�SND CONNECTION DETAIL® nw0.� FLORA BUILDING CODE(Men High Velocity HUrriCOne Zona FtpNnis�'i��i (`02011 EASTERN METAL SUPPLY.INC. A:T!.... RVTI sP^ �cElvs �'9= '�' Accordion Shutter System �' A.S.S.A. e-Am#) W/M w/o h.v. >ASFwN HtADE !1•'426/ American Shutter ��S`�'•`'.F�ORr i�t&F—��-��s�h,-.`,� sass Pnn.wuT.c Sxs s1, .x&_a,00vn54nu^.Wiw`3iIneaA.rtes Systems EV. v ntiMrnoN oaTeORWAN ar. Ac ,TILL) TESTING & ENGINEERING COMPANY ABsoclatIon, Inc. OLD T 1-063 Oa 11/29/ 1 1 :(30)871-:530. 4268 Westroads Drive a DRAWING No --it Wes' POin Beach, FL 33507 3 wLTR&TILUt J. PE1 1-192 , P.. DA FioRDA Dc/44197 5 SH io OF 0 SCHEDULE 61 Cr4•Ir911n F Ate SCHEDULE 43 MAXIMUM SHUTTER-SPAN 'L}'OR 'L-" MAXIMUM SHUTTER SPAN* 'L+' t(AXIIAUM SHUTTER SPAN*"L+-' (ft.). FOR,INSTALLATIONS W/ IQ6_ OR "L ft.) FOR 1LATIONS IN9Tgl°MDN I,g,END & or or, -INSTALLATIONS W 100S L CONCRETE,& i L+ MAXRaUM ALLOWABLE SPAN FORA G;yEN 4Y/ONE N.V. LOCK �j ar @ or cr ,� MANSORY 'DOD t 7 d( 'W/ ONE HV LOCK POSITIVE.0.S D,DESIGN PRESSURE RATING, HD I OCK e-W/NO LOCKINO RODS%%, ONE'MJ LOCK ar I or L MAX.AL.•WIABLE SPAN FOR A Giy="N NEW,,_- OP, Vl/ NO LOCKING VALL A, S. C, 0, E. M, N. D, P, DES ION&G Y1/ DIVE FTT P W/AJO LOCKING RODS® 4, A.S.D.DESIGN PRESSURE RATING.. L(QLINTIN6 F. K & L R. S, 8 V. LOCK @ %V/TWO LOCKING RODS S�TOP & (SEE NOTES T,tt) AL15 FOR LAOMIN M , r CY © 2 PROCEDURE T( CETERMttt-MOR FQO SPAN FOR BOTTOM, SEE NOTES ,tI SHEEP.7j FLOOR CEILING �) MNGR-IL&rry09 / G, H;I, it,.1 T. U. Y1 g; % WALL MOUNTINGS(TOP/BOTTOM)OR FCOCR/CEILING: CONCRETE&Y.'bai INSTA1LANdV9 CONVIETE MOUNTING & M AS.D.oc an As Dn¢" " T'.rA N. A9Do�varr 1rtsT:tlAT,045 GIVEN A POSITIVE A.S,D.OESION PRESSURE RATLNG, FK=Fr WALL MOUNTING FL•OOR/CEIUNG LnLs z WALL MDUNONG d.�":Str+1E DETERMINE MAXONUM SPAN 1+'FROM SCHEDULE. snrac MCUNTWO rola'a lunr^• Flmn7tEpn`C MauNiLVc' GIVEN A NF.fJSNE AS,.D.DESIGN PRESSURE RATING, fyar.} (As.rl rLOGR1001,4 N uNnNG (r.ar.] OR �.� 1 (.OR-} HDA-} (s Ca-) FL02w/wz,„t uOUNnNG riri DETERMINE MAXIMUM S=AN 'L-'FROM SCHEDULE. L I, To t-R L 4 (R} L-I1t) L t (R) L-va L L (E) L-(!0 V .MUM S;'JITER SPAN-L+'Oft"L-'FOR 30 OR LE_ 16'-0' 16'-0• 16'-0" 16'-0" 30 16'-0" t6'-0' JO i6'-0' :6'-D" E1:STALIATIONS INTO Y/OOD SHALL BE UMtt£D i� FitiAL MAX<.AtLM ALLQWA&E SPAN€$EQUAL TO THE 35 14'-10" 14'-10" 15'-2' ie'-0' 35 14'-10' Si'-10' 35 15'-2• i6'-10' iC5 pst,A.S.D.DEVON PRESSU4E RATING. INIAUl CET:RYNED SPAN BEA'iEE'V 1t'AND"L-". 40 13'-10' 23 10' 14'-2' 15'-2'_ 40 13-10• 13'-10' A0 14'-2• 15'-2" (J)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 iJ'-i' 13'-1" 13'-4" i¢-3" -45 131-1' 13'-1• .45 13'-4" 14'-J' t MV CORNER CENTERMATE QS MAY BE USED AT A'.A, COMBINATIONS IN BETWE_FN�WAIL MOUNTINGS 50 12'-5' 12'-5' 12'-8' 13'-T 50 12•-5' 12'-5' 50 12'-3' 13'-1• MOUNTING€NSTALATICNS.LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 12'-I' ,2'-11' 55 55 f1'-1' 11'-71' SHALT.R-E AS INOSCATED ON MANDATORY CONDITION§2 FOR A GLEN POSITIVE AS.M DESIGN PRESSURE" 60 S i'-¢" }1'-4' I'-7• 12'-4" 60 11'-4' 11'-4' 60 W-21 10'-i t' ROTE§5.SHEET 5. RATING; 65 , 1 - -- 11'-I' i1'-11' 65 1 - -G` 65 .....V-5' 10'-S' ,. DETERMINE: ?_'..__.__ 10'-61 _10'-G" 10'-9• it'-S' 70 10'-6' t0'-8' 70 8'-9' 4--0'^ LI+: MAX.SPAG: FOR MAIL MOUNTING INSTALtAT.ONS. _ ij 12+� MAX.SPAN FOR FLOOR/CEILING MOUNTING 75 f0'-1' 10'-1' 10'-4' 1;'-1' 75 10'-I' 10'-t' 75 - ! 6'-9' 1 1 EXCEPT TlMAT MAX-&U SHUT;iR SPAN-L+'OR INSTALLATIONS. 8o V-10• 9'-10' 10'-0' 16'-9• - 60 W-10' 9•-I0• 1-AND ldAAMUM A.S.D.Q-M=PRESSURE RATIN;,FOR FOR A GLEN NEGATIVE A.S.D.DESIGN FRE SURE 85 8'-6• 91-6* 9•-9• 10'-5" 85 V-6" 9'-6' INSTALLATIONS INTO CONCRETE OR COWEM BiDCA RATING; ` BO 9'-3' 9'-3: 9'-5' 10'-i' 90 9'-1" 9'-J' SHAtL 8E UM,TED A5 FOLLaVS; _DETERMINE: 959'-D' 8•-9' 9'-2' 9'-,0' 95 9'-0' 8'-9' 1- CONNECTIONS TO KEYSTONE UOUNTIND Ll-- MAX.,SPAN FOR WALL MOUNTING INSTALLATIONS 100' 6'-9' B-C S•-0' 100 8'-9' .0-4' LIMITED TO +64,-72r P.G•I•AND 8'-C' SPAN, SEE L2 MAX.SPAN FOR FLOOR/COUNO-MOUNTING MOUNTING NON SHEET ,. INSTALLATIONS. 105 8'-T 7'-Il' 8'-9' 9'14" 105 8•-7° 7'-11• Ila 8'-4` 7'-7' 8'-7' _9•-2III) V-4" 7=7- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 S'-2` 7.-3' 9'-4' 8,-1 Y- 115 fi'-2" T-3' SEPARATION. TO GLASS SCHEDULE • MINIMUM BIV IFN L,+-;"L2+"'z'`A'D La- 120 B'-0• 6'-1 i' 8'-e e,-9'. 120 8`0" 6'-IT" ----- - (L)GO TO ANCHOR GR7ii F N4%1#UM 125 7'-Io" 6-8` 8'-0 8-5F 125 7-10° 8'-8' ALLOWABLE-SPAN AND NEGATTri;AS.D.DESIGN- 130 7'-8' B'-5'.97'-2 8'-1' 130 7'-8" 6'-5' PRESSURE RATING TO DETERMINE MAXIMIUM ANCHOR 135 T-7' W-2" T-9' 135 V-7° fi'-2• WiND ZONE Mi NIMUM SPACING. 140 7'-5• 5'-17" T-6' IAD T-5" 5'-„• ASTM E-1996 SEPARATION 145 7'-3• S'-9' 7'-T 145 7'-3' 5'-91 TO GLASS 150 7'-2° 5'-7' 7'--0' 150 V-2• `1555 -r'-0- a-5” G-9" 555 7'-p" 5'-S` Tri[�L)f8Q-_- 6'-}2' 5'-2' T-i 6'-7" - 160 V-11' G'-2" . 165 6'-10• 5'-1' T-0" 6•-a° 165 V-10` 5-1' 1706_-9-9° 4'=11' V-11' V-2" 170 0'-9' +'-11" _- 175_._ 6-,"..__._a'..�" 0•-u� g.-0" !7S W-7• 4-9" top fi'-6 - 4'-6• ,6'-8" 6' B'-6" 4'-8' � H 7 BLADE 185 6'-5" _4'-6' 6'-7" 8"5'- 165 61-5• V-6' 190 6'-4' Ifla'-31 E' _5'-5` _ 190 V-4 V-5' 195 !95205 6'-1" 1 f-, 1 205 6•-1° 4'-1° FLORIDA BUILDING CODE Non High Velocity Hurricane Zone` 110110 A.TTlz//I„-` 02011 EASTERN METAL SUPPLY.INC. 6y T1 Stiff:�\CffVSF •.'��c ERTHM1 HY TM /7IE � ���■��Q■ Accordion Shutter System H.V. #1 w/ r-CR W/o RV.T4INCID M.ADE American Shutter Systems Rcy.x oEscRi nGN DATE DR."GT:M,C:y.L.G. ,,,„ TILUT TESTING k ENGINEERING COMPANY :, t Rl7:0 i?:1LYi assn n,W. S1,su.aaa'f+2NA CAA u5,P, > ansa AS8OC10t)ORL Inc. t OLD, 11-063 t1��111. 04TE: 11/29/11 t� Pes,�:(365)57,-,53G,Fa.:L_1G5;871-1531 4.268 Westroads Drive 2 fR,•`)`L i _ DRAWING No =QC`s A r-��1T1L m .cam West Polrn Beach. FL 33467 3 11-192 S/ANAL rJrLl1 FLFIORRCR LOCG671D to pT 44167E a SHEET 0 � P.E. sic:/Oat URE/DATE11 20 r_ ° N o [] + rLLI a C1 < At ni �a QQ W MQ' O ° S 4 re sn'. o V2 C- 3 '�-��a xn Z� s � C CD 1-2 4. 4 ~ Ni Ld Z ��R t;r; v4 o 0 '�i1 a �y ta'}�S � Q ♦ m r 0 a - 3 ca `+' S ■ E o o R an Cn�7 A �_ ■ ff)G U J 11. `� mmny+'Im V�m lFnl lmill. 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5,5. i •5SE lwaA9Gh'S m ase T9R 1YF0 STUCCO SHALL BE PERIA€TTEO. 1/4'P-2O.S.S.MACHINE SCREW USED SHALL BE 1 1/2'LCNG MINMUM SHOULD STUCCO Enst,AND GN la 1'N1NlNUN FOR WALL'S WITH NO STUCCO. - 5'-0" t4(12 7G 8 8 8 0 2 t2 7 9 a 0 6 5.5 N{12 19 9 1 8 0 a 4.5 14 12 10 0 8 7 14 - 14 12 t9!8 6 a3 1 S 3.3 t4 12 10 B 8S 5 33 3 A.3)IN CASE THAT PRECAST=NF PRECAST CiktCP_TE PAN'.1S.PAVERS OR ANY VENErM BE FOUND-ON THE F;,IMNO WALL OR FLOOR, l4 112 I I0 8 1 6 1731431- 14 1 f2 10 1 9 6 a 1 6 !4.5 14 1 tt I 10� 9 f 8 '6 4.5 L75 ANC!ORS-SH}LL BE LONG ENOUGH TO REACH THE MAN STMUCTURE:taDVND SAID WALL,FN62IES.ANCHORAGE SH+LL.BE AS INDICATED OWN 14 12 19.6 7S OS 431-1- 14 12 In'9 5 7.51S,51 4 14 i 12 16 0 8 0 43 15 NOTE$A.1) A:2)ABOVE.FOR WSTALATIONS ON VINYL 56n'G OR EFS W17H OR 1NTn'.WT NETAL STUDS CONSULT IHS ENGINEER.FOR W-0. 14 11 t In 9 a a S 1- Ia 12 10 9 a 8 6 5 14 12 t0 37-8-8 6.S 5 SS INSTAutt--I31N INTO EIFS tY,Try METAL STUDS.SEF SHEET 26. 14 12 t9 9 7.5 93 3 - t4 12 t0 8.5 7 55 4 J 14 t2 8 e.5 5'3. 4 3 14 12 I10 9 8 6 - - la 1x I9 9 9 63 5 J.7 t4 12 10 8.5 B 1 5 '4 (B) TO E%ISnNG CONCRETE BLOCK;(ASTM C-90) 14 12 1 9 5.5 55 J I-1- 14 1217.1 8 89 4.s 3.5 14 12 110 .6 7 5 :LS 3 - 1/4'4 TAPCON OR TAPCON MTM ADYARCED THRTAOFORIA TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUMMEX. 7.-0. t< I] tp 9 8 B- - - I4 I2 0 7 5 4 I4 t7 110 9 7.5 53 a. 3 -7/4'C A J/4'AI.L Pp,NIS SOLID-BET ANGf01RS,AS CISiRIBUTED BY ALL POINTS SCREW,EOLT&SPEO1ALtt COMPANY. 14 72 I t0 8 SS 4 - - I4 72 6 0 3.5 - 14 10.5 7 S.S 4.5 35 - - t/4'9'BLtAE TAP CONCRc`SE ANCHORS Y//CAP!0S 1A/NUFACTLIRED BY FLC:.IDA FASTE7NDNS tNAEtT,INC.1a 1 t2 Ila 8.5:7 4 - u f2 7.S 5S 4 - 14 i2 0 7 7,5 13 - _ -7/4"9 TAPPER+ANCHORS AS NANUFRCTURED BY POPt£RS FAST-e.N£RS,tt1C..AND Oi5TFe9U]E5 BY ALL POINTS SCRc"W,BDLT'de S?ECtA;.TY 4 11 17 43 - f4 12 7.5 5.5 4 1+ t2 9 7 1 8 43 3 COMPANY-OR ANOTHER APPROVED V_NSU)OR AUTHORIZED VENOOR REOtSTEYED MATH THE AIAERICAN SIiJTtm SYSTEMS ASSOCIATION,INC. 1a 12 1 to 4 e 8 - la t2 B 6 4 - S4 17 t0 0 d5NOSES: to t2 185 7 5S J - - 12 SS a 3 - ,2.5 9.5 6 5 <. 3 - - B,1)UNIUUN ENFEDMENi INTO CONC ET'c BLOCK OF TAPCON,BLLLE TAP W/CAP ANCHORS ANO TAPPER-ANCHORS'IS 1 1/4`AND TAPCON to t2 14317.5 8 - - - 14 12 63 5 - 14 12 a 6 8S + WY?I AOYANC©i71REALIFORN 7ECHNCLOCY kNdi0R5 IS 1t-'ISS 0.9 S 33 - - 14 l2 0.5 S 1- - N lZ 8 8.3 5 { 14 .12 tG 8 7.S 4,5 - - 1 4 12 0.5 7 53 4 - - B.2)MINIMUM EMSED1IENF OF 1/4'0 M 3/4'ALL PCLYTS.SOUO-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO ti. 11 7 53 5 J3 - - 11 B 1144.5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE P£FA71TIE0.1/4'0-20 S.S.UACHINE SCREW-USED SHALL BE 7 1/2"LONG M!h"INN SHWLD S'NCCO 14 12 1 9 a:S I4.S - - _. 14 t2 8A 7 6.3 a - - 1A 170,5( .3 6 <3 - - EAlS,AND I'M'NWUM FOR t{'.4LL$WITH NO STUCCO. 11.3 a3 5;tr a - - :4 12 9 7 6 4.3 - 14 21 7 53 i43 J.5 14 l2 lar 8 83 5 - - 14 tx e 6 S - - 8:3)LN.CASE TWir PRECAST SONE,P.RECAS'T CONCRETE PANELS,PAVERS OR ANY VENEER BE.FOUND ON THE IXISTMG`4ALL OR FLOOR, I3 95 a5 5 3 - - W 7.5 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN MUCTURE BEHIND SAID WALL F7PISHES.ANCHORAGE SIHALL BE AS t?=,CA eD ON .14 1 17 17.5t 5-9 -1- -!- 1<11,5 g ?b 5 4 - - 17-S 6.SI 6 1 5 4 A - NOSES B.1)&B.2)ARDVL FOR!NSTALLATCTNS ON V0L.SVNO OR an WITH OR UITHOUT uCTAI.SILOS CONSULS THIS EYJNfJEER. -.:Ia l2 8'8.5 53 4 L- 1J 10 LS 5 2 4 I J fOR 2,SALLAT>''u INTO'LTFS.NTTH KETAL STUOS Si SHEET 2O. T T._D• ti l2 J10 - - - - 14 Ix 9 7 6 4,5 - 14 10.5 7 55145'35_ - :2.5 ,2 9 a I 4,5 4 3 1- - 9 i 7 1.5 J,5 3(-- - - (C) AMCHORS SHALL'SE INSTALLED FOLLOWING ALL OF THE RECCUMENDAMCNS AND S�ZCiRCATONS OF THE-ANCHORS MAN2rACTURER. 14 10 7 1- - - t- I-114 ItO.5 ? S.S 45 - - iTS 8.5 5.5 4'S 3.75 - - 9.5 7 46 - - - - - 14 11.5 73 6 9 - - - I2 9 S 43 < _ (0) SEE SCI(=LE BELOW FOR EDGE DISTANCE(LO.)VERSUS SPACING RELADON5H2P FOR ANCHORS. 14 12 19 - - - - 14 I2 8 S.9 6.5 - - - 13 t0 0.5 5 4 - - FDf•F.Otc-ANCE YFRcUc c PACING SCHEDULE FOR AN.HORc• It a 5.5 { .5 - - e a 4 J - - - MAXIMUM ANCHOR SPACRJOS ARE YAL:D FO.R EDGE DISTANCES INOlCATFD BTLOA',FOR E 0.tL55 THAN THE LNDSCA1771,REV CE ANCHOR SPA^.;O a.5 8 5 4 1 fryY W'LTIPLIMG SPACIHG SHOWI ON SCHMULE BY THE FOLLOWINO FACTORS. I1 T4 IDS 7 3.5 4S 9, 8.5 5.3- - - a3 33 ` I - -i- Ri2DUCE9 S>AC]4G OBTA:kf.O US,N3 F!{T(,ii SNAIL N07 PE LESS TPA.IfYrNM SPACii;G a+DIGTED FOR EACtt ANCHOR h^rE - - 22 9 8 AS - FACTOR i5. + 3 -I- - - ACTUAL TAPCON k'tT)T ADYANCEA TAPPER+ 12.519.51- - -1- r- - 72 9 6 4.5 { 1_ - - 8.9 3 7 2 5 4 - = EDGE TAPCON ALL P014T SDUD SET SLUE TAP W/CAP 5 b - - 7' - - _ tJ 93.as 5 _ _t_ _ 9.s 7.5 .s 4 - - - - 1 DE� DICTANCE THRE!=DFORM TECHNOLOGY MtN.SPA IMG. 34•-0' 14 !2 - i _ - _ 1♦ t0. 7 6.5 - - _ _ ll 6.5 La 4S - _ _ _ EQ, NN.SPACING.3' NIN.SPACING-1' MLN.SPACL•ia-3 I/2' MLN,SPACING a 3- 3 3/4' 4' 7 4.5 S - _ - - 7 5 JS 3 - - - _ B D W POURED COKCiiTE x pc_y Oso -ir B,m,t F•OOpED CONCt�..TE d PO;IREO CONCF,ETE&�,��;iE ;E. _ _ - - CONCRETE FUCK CC.VCRETE fiiDCK CONCRLTE BLOCK It 8 6.5 sa ._q d5 ..5 - - - - / HV WINDOW N47,E0.•S 1/2'uON.Ea•x tC' I MN EQ•3 1!%MK ED-•2 1/2' 12 0 B - - - 01 7 .3 - BLADE-WORKING J' 1.D o.no 1.0 0.78 n 1.0 0.84 LO SS'-O• a i- - - - - 13-5 10 65 - - - - - 105 8 4 - _ - e9 -S 4 - - - - 6.5 5 J - - - - - 2 1/2' - D.el 1.0 1.0 .�.- _____ ._.._....... . ._....__._.. ._.... T - - - I- - i=l=(a3e s - - - - - a5 nl4 - I- IN 1�J SON e. 2' 0.71 - - O$T - 7 It.S 25 9t - - - - 9 I64 4 I- I-' - - - T 3f4' - 0.0, - - - 0.4J B - - 207.5 Wt -!- 1 8 - - 1 8 8 + 6 246 3 9.5 7 i 4 - FLORIDA BJI!Dild^v BBI)C iIVGD High velocity He-Nicene none fN" m 2011 EASTERN METAL SUPPLY,INC. 1 A.TT ` �C/j w BERTHA NVTrl t � ` Accordion Shutter System _ xv,WOE#, w/OR w/o H.0 va=Y MADE TlLLIT TESTING &.ENGINEERING COMPANY' Amartcan ShulfeF Systems EY,Na 9ESCR n9N DATE 'WWI,on A.C. I'sTATE Cly �'N� cJSs H.N,Tea.96,sh,x5.r•aa":u ae. rz•;,n9F:x sss6s A$SOQINEt1O1Tt Ino. 1 OLD t 1--DH3 .11/24/!r OTC; 11/29/11 �� '•.•Q '.\`t4�lL' Ph-:(X571.1�.'c�(2.35,871-153, 4288 Westroad9 Drive 2 'DRAWING LL7 `m E�_a ee7ta West Palm Beach. FL 3507 3 CRAWtN, No IONAIe,` WA;eR A nun Ar.F.E. 411-192 P.E''S2A#efE147td�{JRE/DATE FLORIDALc.d 44167 It SHEET OF 20 H2 v c z j-r� .c Gam. f•I �n G �Woa = y D g � 1 G M mI. 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