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HomeMy WebLinkAboutProduct Approvals ' --"rlorida Building Code Online Page 1 of') i BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map it Links ": Search b'r _ca Product Approval USER:Public User t Product Approval Menu>Product or Application Search>Application List>Application Detail v np# FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved i i Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 3 (561)209-8263' ' bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com �I Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received i Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License. PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. V Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC..INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC..INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108, CERTIFICATE OF INDEPENDENCE.PDF 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 it i, https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 1/8/2018 J 1-rlorida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF, Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'- Created by Independent Third Party: Yes 11"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 ressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HVI.blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT.PDF p.s.f.for HV1A working in unison.See sheets 7, 11 and 20 Created by Independent Third Party: Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades reta—ihed-by tracks- COMBO-(Nan-HVHZ)-Drwg 17- (top and bottom)for storm protection II 106 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.. Approved for use outside HVHZ:Yes INC. DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC_ INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Bade Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AAJEEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here_. Product Approval Accepts: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 1/8/2018 f' GENERA NOTES: /,BFRTtiA N.V.ACCORO10tF SNt+TTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOLIlMENT(P.ED.7 WAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EdDON)OF THE FLORIDA BlIL01N0 CODE THIS ACCORdON SHUTTER SYSTEM SHAL NOT BE INSTALLED AT HIGH VELOCITY ]CANE ZONES. A p -r DESIGN YARD WADS SHALL BE OErEf;%NEV AS PER SECTION 1520 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REOUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE ABLE OF CONTENTS ENTS BE INSTALLEDWIN A dRECRONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I1 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONIXIION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D.DESIGN KIND LOADS AREA 1: HV GLADES(1)d6 QA BY MULTIPLYING INEU BY 0.0 W ORDERTO COMPARE THESE W/MAY.(AS.D)OE%H PRESSURE RATINGS INDICATEO ON SHEETS 11 THOU 15, 19&20. GENERA NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON TKS P.E.D.,AS TESTED,WERE NOT OVER STRESSED.A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LENDS WAS W11 USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WAND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENT'S 21-37 SHEET 3 BERTHA HLY ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR KIND AND LARGE MISSILE IMPACT LOAD HAS SEEN!VERIFIED IN ACCORDANCE MRH$=ON 1609.12 Or THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 All.REPORTS: TYPICAL WINDOW BLADE&WWO DETAIL -MA BLAOEO 10214.01-03./0715.01-03,11004.01-05.11214.51-O5.10317,02-06,(0609.01-10 AND 10210.09-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTU E-1666 AREA 2: HV BLADE(DAVID W wiND4w IM,i:0) AND E-1995 STANDARDS(NISSRE LEVET.0,WIND ZONES 1.2&3)&11220.01-10 AS PER TAS 201, 263&203 PROTOCOLS LARGE MISSILE. ONHERIE.APP(.1CA431.E1 -LN WINDOW BLADE 0 10505.41-00 AS PER ASTM E-1888 AND E-1995(MISSILE LEVEL D,WIND ZONES 1, 2,3)BASIC PROTECTION ONLY AND 1 0725.01-08 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION 8 NOTES ON LOCKS SHEET 5 NSTALLATiON DETAILS A-F.O0'ICRETE/BLOCK SHEET 8 4 LN SLADEID AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERA.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 NSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCOROM PINS(HN SCREWS)),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x275'AND 1140.75'RESPECTIVELY.410-HT MINIMUM SERIES �ED�� DETAILS� SHEET 0 STAINLESS STEEL SCREWS WITH 135.0 ksl YYEID STRENGTH AND 180 kat TENSILE STRENGTH.PINS SHUT.BE COATED WITH BERM HV DACROSFALD TMAI NG SYSTEM AS MFACTUREO BY APPROVED CQRERMATE ALTERNATING DLTAIS FIV SHEET 9 COATING APPLICATORS:REGISTERED WITH AMERICAN St11TTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HY NAdRKINO ON THEM HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS 4ND(CATEO ON SHEETS 2 AND 3. UORMUM YIELD STRENGTH FOR 6083-T6 ALLOT IS 30.0 kil AND 35.1 kat FOR END CONN DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPPANANT TABLES SHEET 1/ ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DN 50018 WITH SO kit MIN.YIELD STRENGTH AND.90 WI URN.TERSIE STRENGTH. ANCHOR SCHEDULE- CONCRETE At BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BURDINC CODE SECT"2419.3.3.4. ' ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 Q DOLTS TO BE ASR!A-307 GALVANIZED STEEL,OR ASI 304 OR 318 SERIES STAINLESS STEEL WITH 35 kel MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE rOLLOWMO SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(1) 12,13.14,15 AND 20 INSTALLATION DETAILS MI-R.WOOD SHEET 16 HV BLADE Q)&@ WORKING N UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 S.THIS BERTHA N.V.ACCORD"SHUTTER SYSTEM SEARS A V.S.PATENT/8'779,562.COMPONENTS OF TMS APPROVAL ARE CO.aw.IN WHOLE OR IN PMT BY U.S.PATENT 15'458,179 ISSUED TO EASIERN END CONNECTION DETAILS 7-12& X,WOOD SHEET 18 UETAL SUPPLY, INC. ARFA ;' 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK Wim' w (AFIF ��}NLY ALL SHUTTER COMPONENT EDGES WINCH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEM PFISAANENIt LABEL IN A VISIBLE PLACE PATH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV IND HO LOCKS. AI A4= Iy whmw I tmr(1)ONI Y 11.SHUTTER MANUFACTURER`S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCA71ON AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHAW,BE INSTALLATION DETAILS, METAL SND WALLS SHEET 20 PLACED FUR EVERY OPENING.LABELING TO COMPLY WITH SECTKXN 1709.4.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA KV.ACCORDION SHUTTER SYSTFOA`5 INSTALLATION SHALL COMPLY WITH SPECS 11,10ICATED IN THIS DRAWING PLUS ANY OULOINO'ARD ZONING REGULATIONS PROVIDED BY THE JUMSDICM14 WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFOFTMATION FOR A SITE SPECIFIC PROJECT;I.e.WHERE THE SITE CONOTITONS OEYNTE FROM 7H£P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM 'THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON TNS DOCUMENT.CONSTRUCTION SAM AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS PE.D.WILL BE CONSIDERED IRV"IF ALTERED By ANY MEANS. (d)SIE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT ANO WHO WILL BE kESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEETt OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.EA .D.EHONEER SEL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. {e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, FLORIDA BUILDING CODE(HOn NlIgh Velocity Hurricane Zone LTL . /� L 02017 TILTECO,NC. 02017EAS7ERN METAL SUPPLY,IANC. Y1 L � '.lGi*ATL``✓'T OMMAi>t TI TM.� V � --- A A Accordion Shutter System ■ ■ ■ ■ H.V. UAX#1 N/CR W/D HV.WN OW BADE American Shutter Systems `72r ATE TILtiT TE INC & ENGINEERING COMPANY ofs�H oATc owam eR Lc 0353 ww.3aa St.M..304 MROY LA cP0015,nOI eA)], -/2771-7- Association, )nQr t OLD is BBs 7 27 1 DATTs 07/27 17 Ptaea:(305)671-1530.Fax:(305)671-1531 4268 Westroods Drive 2 DRAWING NO +C(y Lf A.....Q ��`IQ��Q L4A .- or,1111"aaoa+.- West Poim Beach, FL 33407 a +07 '�Vv/V1Yr14� At+!H WALTER A.TIM J,P.£. 7-'i V/ P.E.S11LtfS(6(dA'�URE/DATE ROraDA Lk./44157 6 SHEET OF 20 IL C s J r• , .�aY rq 1er06.6.%A[ VAfl:ES EFOR 3OHV UNVERSAL FLOATER0HV 90'4180• STARTER VERED UNDER US / 5458179 C QUALFlEO AORUSE W/ QUALIFIED FOR USE W/ HV BLADE 1 4 HV BLAOE(v6005-T5 ALLOY AND TEMPER QUALIHV 6063-78 ALLOY AND TEMPER .. •SEE LIMITATIONS OF USE OF MADE @ ON.SHEET 19 so_-- BLADE T EMPER 6063-T6 ALLAY'ANO TEMPER d7• .�--.1 • 121' .065• 6 . TAW 42 g NV ARJ. AR I 4.•36• to• >r 2- - . OR USE W/ HV (S"HV WALK—OVER TRACK 1.920 - 6 BLADE Q .(S"HV FOR USE W/W CI HV TRENCH TRACK u• 31750, 6063-T6 ALLOY AND TEMPER BLADE( QUALIFIED FOR USE W/HV QUALIFIED FOR USE W/HV 6063-T6 ALLOY AAA111777bbb TEMPER BLADE(D oNLY. 1@ HV RAINGUARD BLADE P 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A D IEMPER H VARIES BLADE 1 1• I VARIES 1.938• 6063-T6 ALLOY A TEMPER tor. 1.917• / •Y7 ...1 e3' 003• _ .083• 100 093• 101 r .12 - r I ,. _ _ 44➢'. r e7o t, I %. ., • 670 3520' l e7o I i 11 HV CEILING HEADER 13 HD CEILING HEADER/SILL OMIFIED FOR USE W/ HV BIAOE 1 ONLY• QUALIFIED FOR USE W4 HV BLADE ONLY �j 6063-T6 AL LO AND TEMPE QUALIFIED FOR USE W/ HV BIADEn 14 HD WALL HEADIER/SILL SEE SECTIONS FOR VAUDITI'- SEE SECTIONS FOR VALIDITY. QUALIFIED FOIL USE W HV 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER BLADE ID ONLY. ( 6083-T6 ALLOY AND TEMPER }I COMPONENT A B T1 12 % % Y t N.Y MN.t 1 yl 2- . 2• 0.125- 2• 51 MAX.) 1/6- r 1/8 3- 7 3• 0.090• 63 2• 5•MAX. 0.192'r 0.192• I 1 SIDE ANGLES rs 2.s• 7•MAx. 0.190 o.lso �� CORNER POSTS LIFTED FOR USE W/ t(v ALUMINUM ANGLES . IALIFlED FOR USE W/ H7 GLADE(I) QUALIFIED FOR USE W/ HV BLADE C 6063-T6 ALLOY AND TEUPEA BlAOE 1'ONLY. ,SJA 2' S•MA%.i 0.139'10.131• 6063-T6 ALLOY AND TEMPER tl 6083-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Mon High Velocit Hurricane zone Irk//ri 111111 ��t. 02077 MTECO.INC, ®2017 EASTERN uUM SUPPLY, INC, ...... BERTHA vCENs�:/r A.S.S.A3, HVTM /TILIE C O E N c. Accordion Shutter System KV.MADE#1 W/OR W/b TLV.WINDOW MADE TIL IIT TESTING do ENGINEERING COMPANY Amerlaan ShuHer Systems n, aSCWTI„ DATE o,,,,,,,,, �C. % z aTATf OF 6116 KM.3446.Sl,4a 303.VJKM aa6ENs nam 371 Aaeoolailon, Ino. 1 OLD 15-0537/1 a1r: 07/27/17- O•, i Ph-(305)871-1530.r•.:(305)571-1631 4268 Weslroads Drive 2 s.,••Onlook;.a,`11,11 •-m B6«ooaa•ca• West Palm Beach-00087 9 . FL 33407 4 D '61 G'07 11 HALTER A TOUT Jr.P.E. /Q •• d ILORaA U./44167 s SHEET P.E:'3FA , ArT1'I�E/DATE 6 FILE l.-F�. - r ' .74S" I d ; Aix3.FLLL � ��L t M1f0 Op g •T" 1 I �► a[an (2 TVP.) � .082• OI • i + $ CRE 71MN C •6 eRAss{11•DER wwA M(a,low (a+°t'�""'PUno) QUALIFIED FOR USE W/ HV B(ADE(T'&6 ONLY D FLOATING CENTEgM � • ®HV LOCK ® HV EGRESS LOCK 6067-T6 ALLOY AND TEMPE (JOED FOR USE W/ HV BLADE(l1 & I ONLY . QUALIFIED OR E W/ HV OUAUFlEO OR USE W/ HV 6063-T6 ALLOY AND TEMPER 05," HX-CORNER CENNOM&IF . BLADE(& 7I' QUALIFIED, FOR USE W/ HV BLADE 1)ONLY 2W D.D. I _ 6063-76 ALLOY AND TEMPER P��� ta' 76• ! 1 } 2 1AOIE50 TD h i • DALLY - oe, _ •1` I - - �•MER RAIETWO yLu I n I 09" V C41/4"0--20 S."0--20 xGR W 1114"0-20E+ �RIVNUTe �_ 1 SERIES 9444 N@NUN(2024-73 AM"LARGE RANGE TRW 1 SHEET NUTSERI,FIAT/0820.AS MARWACTUREO BY ADR /�, PIAN fRONr ELLYA7pN .G e1: "T" t.wt• ` - CNEAAY IEYIOA(P1A9PPENr.NEM JIAS[Y O7W.OR EOUN. 1EJ LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ Hv BLADE 1 ONLY � HV FEMALE "T" LOCK CENTERM TE ® HV "T" LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOp USE QUWFIED F US W HV, QUALIFIED, FOR USE LO HN BLAMEC10NLY QUALIFIED, FOR USE LO HN BLADE ONLY Y W1HV BLADE(1-ONLY. BLADErT ONLY. 6063-T6 ALLOY AND TEMPER 6063-TB ALLOY AND 1ENPE 1,917 1161_� �--� r*& 7lR1EIBTURN 'i 214• ^�• .06_7 y •� 8• CYLINDER OR NEY CYUNCER .545• ' tj• n. Cl a N 10.875"N.125•N... QUALIFIED FOR USELW;r-Hv BLADE 1 A QUALIFIED FOR USE W/ HV BLADE 1 & UA O 0 O 6087-T6 CCOY AND TEMPER 6065-T6 ALLOY AND TEMPERHO CENTERMAI LQUALIFIED ' QUALIFIED FOR USE-.WA�-81AOE 1 &(19ss OR 3/6'.-1a i 1.7 6063-6�1CLOYNt1 2" THUu6TURN SEE CYLINDER _ OR KEY .� 7 CYLINDERING ROD 1.78a"• 37Y9 1/4�• HD LOCK LOY R USE W/ TEMPEREu �-f "0-16 ACETAL N3 " — BY RECENT HARDWARE NORUSE LOCKS MKS 2333 HOOK BOLT LOCX. REQUIRE A 7/16" HOLE THUMBSCREWS - QUALIFIED, FOR USE W/ W BLADE.)& CA, FOR PROPER EMBEDMENT 0UALIFIED FOR HV BLADEQ QUALIFIED FOR USE W/LW BLADE1Q FLORIDA BUDDING CODE Nan High Velocity Hurricane Zone 7,1,,1' T/( -��t 02017 1R1EC0.INC. m 2017 OISTERN METAL SUPPLY. W. 7 �•••,......... Tu �cery LT�_mo A SS A Accordion Shutter System EEH�. ■ Shufter stems RV.BIAM/1 W/OR W/b RV.WroOW BADE * TILLIT TESTING & ENGINEERING COMPANY Er. DEfC1g811 oast OMWH 8Y: L.c. �i STATE OF :ti r u7a Kr.taw x,w.3oe vwc.A4 NSA IOaNa ne9a sv Assaolallon. IRO. 1 OLD 15-085 07/27/1 aATE7 D,7 27/77 �4 Ph...:(305)071-1530.ro.:(305)671-1531 4268 Wastroods Drive 2 DRAWING No •••' ZORIDP �LYt, •-^Or 1'R.c101719 Nn West Palm Beach, FL 33407 3 •��sf;p. .....e.....•��•"��•00•�,l�LLit WALTER AOOM06�719r.P.E. 4 17-107 P.E. SFAL ...... Re DME LLOR"Lk./44167 SHEET • 3 F ZO I, U1. +NOTES ON HV LOCKS AND CENTERMATES: ONE HV LOCK®or SHILL BE USED AT 1/2 CF SHUTTER SPAN FOR ANY SPAN 1.YAT�A70RY CONdiIOM/IL OR 12'ABOVE OR BF,L-OW 82 OF SHUTTER SPIN FOR SPANS UP TO 10S',N8 FOR UISTAL�TIONS�T ANY ELEVATION I(V LOCK I�f or W1Y BE USED AS AN WIDE OR OUTSIDE LOCK,ATACHED 70 OR SAT W/(2) 1/4 .20 x 1/2•LONG FLAT HEAD S.S.U.S.LOCATION OF LOCK SHALL BE AS 1NOICATED ON IYPIGL SHU ElEVA710N. 0p10°A 2. IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECUF47Y PURPOSES, LIP TO TWO TRY ®u, I LOCK®®S OR Y BE USED AS(AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTFRNATES to_AT0SHALL BE AS 14DICATED ON NOTE OF LOCKS SWILL BE AS INDICATED ON 1YPK:/L SMATTER ELEVATION. 3. _ TIT .1 C11 4 USED IF DESIRED TO SNUTiERLOCIONGI RODS MEENOaIRE�p�AT�OR AN ALIEANATIVICANE E BDEVICEUIr Y MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). gl^ I 4 ONE HV LOCK® ®V BE USED AT CORNR CENTERMATES FOR ANY SPAN 0 ` ATTACHED TO®CORNER CEHIFRMATE W/(2INISTALLATIONS AT AM ELEVATION.W 0))C1K// h20 x 1%2 LLOW FW HEW SUSED AS M OS SM S.TWO LOCKING RODS AT TOP A Bo 01L SHALL DE USED.LOC1N710N lSF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. xa- MAIOMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. •ONE ALTERNATE HV LOCK NAY BE USE IN LIEU OF F(V LOCK a UM'MT—MMO I,Wal ONLY FOR My Lgq[a 44 FCR Aro'SPAN ANO T iT I LMIDFIS AT ANY fLLVAl10N.AL RNATE LOCK MAY REUSED ALAN OR DUSSIDE LOCK.ATTACHMENT ' OF 1/4 0-2Ox3/4'S.S.THUMBSCREW TO @ ORCENTERMATES SHALL BE MW W/ 1/4'0-2093/4'ALUM. s Ei 3 � - RNNUT AS SHOWN ON SECTION HVE•SHEET S.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAR OR TWO ! T \J It LOCKS AT 1/3 OF SHUTTER SPAN. 1� ® I 8.MANDATORY CONDIITON/3 FOR kofffaw YIOY+tl4TAl1AT10FB. ONE HY LOCK m or,®or®SWW.BE 1 USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12*ABOVE OR BELOW 1/2 CF SHUTTER SPAN FOR SPANS UP I TO Ya',AND FOR INSTALLATIONS AT ANY ELEVATION. FLY LOCK®or @ or®MW BE USED AS AN WIDE OR OUTSIDE LOCK.ATTACHED TO @ or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2"LONG FLAT HEAD S.S. M.S LOCATION OF LOCK SEE END OR A�TOP AND BOTTOM IS COMPLETELBE AS Y aMAN0AT0RY.CATE0 ON TYPICAL SHARER ELEVATION.USE OF LOCKING RODS®W/1� CONNECTION DETAILS ON D r t x I + x Y r a Y Y SHEETS 10 h ' 18 TIP.FULLI+ ! I *NOTES ON HV "T" LOCKS AND CENTERMATES: • OF CORNER IxAnxl[° ffSM ALTERNATE TO M&M&NM CONDITION it VAUD ONLY MR AND HV'r mg Cemmiam •"' CENTEAMA7E t. ONE ALTERNATE HV'T'LOCK MAY BE RM, LEO N LIEU OF HV LOCKS OR FOR ANY SPAN AND /•'1 a,r:'a©, TD •^301 1 INSTALLATION AT ANY ELEVATION.AL1 NATE LOCK Y BE USED AS AN WIM R OU LOCK. ATTACHMENT OF LOCK�t WCLUDES USING REINFORCING LOCK XPAS SHOWN ON SECIWH(NG• SHEET 9•WHICH MUST BE 10• C:°x©..�3u�1•l1S Nr CONNECTED TO CENTERMATES®AND @ W/ 1/4'0-20 x 1 1/2'LONG S.S.DREADED BOLT W/7/8'0 x 3/32' WINGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4'0x 5/8'R(VNUT. OCK MAY BE INSTALLED AT MIDSPAN OR 12' -1)•C7•Q,a1©•C7)•0 a LWIMU.I ABOVE AND BELOW MIOSPAN. USE OF TWO LOCKING RODS 99 TOP AND DOTOM IS MANDATORY. G'O°"�''LJ°x�'`L%°x".�� *NOTESQN No - . 1. :ONE ALTERNATE HD LOCK CV MAYBE USED IH UEU Or TYPICAL (f) HV BLADE SHUTTER ELEVATION NY LOCKS OR AND FOR ANY SPAN AINSTALLATIONS AT ANY ELEVATION.ALTERNATE N0 LOCK 1V1 MAY BE USED AS AN INSIDE OR OUTS LOCK.ATTACHMENT OF HD LOCK GIT TO IS W/3/B 1 3/8'F.H.S.SM.S..AND INCLUDES N.T.S. REINFORCEMENT INSERT AS SHOWN ON SECTIONS HD8-HVB AND HDC-HNC.SHEET 10. LOCK MAY Be INSTALLED AT MIOSPM OR 12'MAXIMUM BELOW OR ABOVE MIOSPAH.USE OF LOCKING RODS @ 15 COMPLETELY OPTIONAL. NttrlArAUA�"'�. FLM BU1111 CODE on I t h Velocity Huretcone Zone, LLL 1L1�. S.. /�•�'� 02017 MINC.ECO. C. ®2017 EASTERN UETAL SUPPLY.UNC. "�jCENF �9 Accordion Shutter BERTHA System is /T Eco 1 N C. AT.S 1 S.A. FLK BLADE/1 W/DR W/D ITV.YANIXNF BLADE Amsrlcon ShuHsr Systeme Mv.W „,�, 1NA,t txNAAN IK tc TILLIT TESTING A ENGINEERING COMPANY ° eSsa xw.+tv..SL.sN,.30%VACM om w”.ROAM M, Aaa0010t1On, Inc. I OLD is'0' 27 1 W. 07 27/17 L rhe:(30.1)871-1SM.Fo.:(3oeTe71-1731 4268 Westroods Drive 2 S+S.....�L1L x-Owt F 7oe0°'sa^ West Palm Beach, FL 33407 a DRAWING No ,.ZONAL*V' o' WALTER A'IUIf Jr.P.E. 17-107 P.E. S&CISTGOURE/DATE neROA Lie.4 A�fo7 s SH son J-� r--CONCRETE ANCHORS POURED CONCRETE POURED_ CONCRETE—POUREO (SEE SCHEDULE ON RE�EDRETE BLOCK WHINE S.S. CONCRETE REOIHREDSHE� 1J) - CONCRETE ANCHORS NE SCREWS REOUItm • CONCRETE ANCHORS 1©1 B A rLi%taHA(SEA UDUa.10®ell SMUT 7) (SEE SCHEDULE ON W/1/1'-20 (SEE SCNEDUtE ON iAE 13) SHEET 13) NUTS O 12'O.C. NON• 1/4'0-20rJ 4'S.S. JrN E° EO YACNNE SC__ USN° 0.40._20 NUTS 1/2. ---- t9 230'IAO.. __ 3 OR 5 ---- Q3 oRE.0.• F \ .250'Mo.. E 0.• rte__-- N 250' E.. oPT10NuiOR MK SEPARATION TO G1EXISTING IMN.SEPARATgN TO GLASS �GIASS' —(SEE SCtEDUIE ON SHE ' (SEE SCHEOULE ON SHEET I1) EXISTING ! ouLss HV WALL HEADER INSTALLATION v HV WALL HEADER INSTALLATION V INSTALLATION - N� HV WALL HEADER INSTALLATION + KEYSTONE EXISTING _ MN.SEPAPAT"1N TO MASS GLASS--• m07 it !,.10 ; (SEE SCHEDULE ON SHEET 11)--' 1 --OOR ICS MN.SEPARATION TO GLASS ` ` EXISTING N/OR RYA 1�RRD i"-(SEE SCHEDULE ON SHEET 11) _ EXISTING OPTIONAL CUSS--+ E. OPTIONAL I• 1/4"Mo.. E.D. Nos. E. 0. I I i E.0• I OR O �' I �••----- ---- 19 LT Eo— 1/4'0-20.3 4'S.S. \ LU•o.� EO EO-U PMLUPS SS MEAD _ L 17 R 18 I MACHINE SCREWS HEAD �CONCME ANCHORS 114'0-2041V S.S.PHILLIPS COAYREIE ANCHORS I .. —TRUSS HENT MACHINE SCREWS • (SEE SCHEDULE ON SH 13) { 1'•; 1/4'-20 NUTS O 12'O.C. '--` (SEE SCHEDULE ON p/1/4•-20 NUTS O 12"O.C. Mui. POURED CONCRETE--' SHEEP 13) CONCRETE OR CONCRETE BLOCK OR CO ETE BLOCK - — RETE ANCHORS REQUIRED WALL RE EO Ci (SEE SCHEOUIE ON QF HV WALL SIL INSTAL I dTION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION "QTS FOR coMewATIDN°` °"°"S: INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPIG�SHUTTER •E.D.- EDGE DISTANCE ASSEMBLY ♦SEE L AONNS Of USE FOR �� H Y BLADE 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECInG110NS ON SHEET 13) 81A0E ON SHEEP 19 IN ANY WAY TO SUB ANY INSTALLATION. - 41' R A• '= FLORIDA BUILDING CODE Non Ni h Velocity Hurricane Zone ``,1L�.�.•,`CE111s�• �= 02017 MINC.TECO. 0200 EASTERN NETAL SUPPLY.INC. BERTHA H L r -77O S S A Accordion Shutter System �. ECO W7. 111111,,, ■ ■ ■ ■ Kv BRADS i1 w/CR w/o Kv WMDW wa Amerlaan Shufer Systems TILLIT TESTING do ENGINEERING COMPANY •H DATA MRAwN Tm Le AeeootollonJ Inc. 1 MUD 15-085 '•. �.•:'A` L 0555 lllt 3Na 51..w.3Dl.1Yam1LA GV1DW ROMA 111 /77/1 HIE: 07 27 t7 Phi.:(305)87+-lsso.rem:(aw)a71_Lsa1 4268 ow". V6124" Drive 2 '.S��NAI EN(Oj1`LL • "6t. West Palm Beach. FL 33407 J DRAWING No 4 Ee-1aoe710 17-107 I��r�ri/r/IJ��'•• WALTER A e.f 44 P.E. P.E. SEAL/SIGNATURE/DATE naraw Lc'/44147 s SHEET e0 -OF 20 POURED CONCRETE ANCHORS 97NMTIp1 O +1i, CONCRETE (SEE SCHEDULE ON SHEET 13) �TWOa 7� 0R EXISTING ' 1 WL SWARM 1 RECURtE.� j_, ..__ CH EOA1 OF )'R,FIR 2w 19 ' \ C1A54--{ wj ('Da ESO ,I Wr E. D.• APPLICABLE LSTWC MAMMA \ 98111 E ,� dp,� *i IExenHDr ,, LER oA § J/0 ta, 0,3/SCRM O4"HEX W12'HO.C. E ANCHORS 8 OCE OF7 (SEE SCHEOIAE ON SNE 13) IF 1 APPLICABLE ( 1SNC ' EDGE Of 0CE I F CLASS— SLAB If I T/2' !1'`1' IT MPPIK'ABL.EIF Iw9 0 (su SWAIMM AP UCABLE .Q. 0. PUCABLE POURPOUREDF1A7HEAD CONCRETE ANCHORS t9Q1E".9-16 16 OPOURED _-_... REaRED CONCRETE (SEE SCHEME ON SHEET 14) 9r06mA TQ+ �if R CONCRETE (SEE NSCNEDULpEAD N CONCRETE E'T�fIR) !H , REQUIRED - E.D. E.D. 11 TRENCH INSTALLeTION 01 HV WALK—OVER INSTALLATION ATION ONLY MR UP TO +70, -75 PSF AS.D. DESIGN PRESSURE R47ING &FOR SPANS PER 0, HV CEILING INSTALLATION t SCHEME 14 SHEET 11 CONCRETE ANCHORS EXISTING OAS i�wAs6 (SEE SCHEDULE ON --pL L0.m11n OLTSnNG SHEET 10) t/4'i IC[D TAf'0011y,/ mvw N) I Q EX15TDiC, EX15TR1C—t w.®www t0 was =G.-=-_ /4'a PO.OL7 IBCH10.00Y OR 1 11RDOIOti1 I D CLASS �_ GLASS •-Ida,oaouE a 1,m 1q —O FASiOai9 DiPD14 ANOgR7 w/ 1/4 IIAX. t 1 1 Aida 00= ,1 t 1 J e UK DEO1Q0 0 6' 0 1 r i ) O.C.TCR SDANS LAR00T TILW V4• ) 6'-0'l4'TO 4'-0'1WL APPLY-7 .I j MAX. , , 411 AT P;iY fAS7Da1 FEi10 ' 8 3 OR 15 E D.• -L WA5+ 4HFJE .E.D•• 9Q�T n MR W T°N ;'B • • 1 �'- ION. TEK SCREWS / COW.SDPJWT ! 1 1 ;J8• I14>r3/4' NEL(NEA° + TEK SCREWS O B'O.C. f 1 I3/9• ,•' . OR 1/4'0-20 S.S.Y.S. CONCRETE ANCHORS }} / 6 •O 3 /14.3/4'S.O.S. ___ 1 1/4- 1/4'.-20.3/4'SS US TA/NUT O 9.O.C. , (SEE SCHEDULE ON r? t O 9•a C. .1/2 MOE. -4JSM 1�ti-20 RUrs 1 SHEET 14) i0 Ir 44------ 17 ORO E2o7Ra MR -- 1 2' oopwinRW / r � 2:00'iIN 7 18 EDGE OfwA31 tt6M o< SUB s \\ —_. `\\ F.H.S.O.S. i. _• '4i:'. E.D. SILL) ( COAAtM t J/8' f 7/0' APPLICABLE` CONCRETE ANCHORS �- '—.--\ \ O 9-D.C. _ H. R GONCREW SEE NOTE 1J(A) L j `' L•-----E.D. POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 PCURED CONCRESE� ONE NOTE SHEET 1J(b) I •' A• -• , 41- ----E.D. OR CONCRETE BLOCK SHEET 14) {— REQUIRED OR CONCRETE BLOCK REOIAREO QPnoNAL— PouRED K HV WAIL FLOOR INSTALLATION ®KEYSTONE YOLHTING INSTALLATION CNUIRED G © HV WALL WALK—OVER INSTALLATION w" �D• *+1 91RE:.w;»p1 REQUIRED SPAN E- 1LNa10Y S1U11pt 7 Q HV RAlNGUARD INSTALLATION t xsa>s THIS WMALLATION 91ALL BE UML FOR COMBINATION OF ecE;T1DNe: •E.0..EDGE DISTANCE t REMOVABLE WHEN PERFORMED 1-SEE SHEET 4 FOR TYPICAL.SHUTTER (SEE SPECIFICATIONS ON SHEET 1J) ORORMWtENrTOEAH OPERABLE EXIT 0 BE�UNDA ON SHEET 19 FOR INSTALLATION DETAIL S W/ O HV BLADE ASSE OUN - ©1 t_ YaaltY TING SECTIONS CAN BE COMBINED _ FtQ(�IOp BUILDING CODE Non High VelocityHurrtcone Zone N ANY WAY TO SWART INSfA.UAnN. 1tAll ��, T �� a4 " 02°17 TRTECO,INC. 02017 EASTERN PETAL SUPPLY,INC. • �_LrEcM��. A.s�S■A■ Accordion Shutter System Kv. /1 V/OR w/o KV,V*WN BLADE r Amefioan Shutter Systeme Tlllli TESTING & ENGINEERING COMPANY DEw°noN DATE ORAWN en L.C. . 0 .=' �Q 1 6335 N.w.3616.s1,S1..305,V0KN#A MCOM TLORGA,3316 Association. In;. 1 DLD I5•085 )1 TLo[: D7$7/17 Ph— Dos)a71-1530.r:(3053071-1531 4268 WastroadIS Drive aDRAWING No �ONAI• 11'�N6 11 tn.co00Wom sWest Palm Beach, FL 33407 a �,, 9 • .....�,,,,• 1WLl[REBA-0Burt 067to Jr.P.[, l 17-107 P.E. SEAL/SIGNATURE/DATE ILOROA LK•1 44167 ° SHEET 47 OF 20 SEE END WALL ETS 10 & Is SM NOTES ON MING RODS MY LOCKS ISTING CLASS INSTALLATIONS W/ Q) HV MD AVERIME W LOCK 0 Off MEET S. Fo_u_T1 DWI T- EXGUIDE BLACK MAIL iff IS V"MR ALL BLADE Xt Hy CENT98MATES carmimmus APPLICATION*m stwo 0� OR 2� SEE END WALL SHEON MTM CIA= QUAILS ON ETSNNEM10 - -- - --------------- 2*2XLZkV-2 3 1/4' 7. 61/2- r (boas-Te ALu%LOP OSING SYMMETRYCAL GUC AN AN"r CENTER CENTER W".SEPARATION (TOP Itoaff&M.S.0 12- WZ Hy Lm I utt a ne TO GLASS 1-1/6- FuLt.LENCHT. (SEE SCHEDULE Ai 2 ON SHEET if) @70� W7 FIN I —1-—- - -—-—-— 5 2- 0-0 N ON, V(D "� * 1/ e W L Fo__uT I HVQ HVA • -POURED CONCRETE OR all EXISTING CUSS CONCRETE BLOCK WALL RE"10 .0at(D-0. _Sii&E_TR1QA_L_ 1wSTINCr �0 - @ -0-0-0-0 QENIERMAJES IN @.@- TO GLASS 5 S ro 0:61-0 - (SCE SCHEINAE OPTJM" ON SHEET L WN SEPARATION 11)• To Goss =N ON SHEET 11) (INTERIOR) 11 T -—-—-— MZIORS C. V Is-D.C. S 3 zVS�A/ Fo-u—T] UT E(E7RERlOR `CJ BVF** BVD af fit URVA SMADI =(Mon 09h Velocity Hurricane =6tieto t1 ,' 02017 VVECO.M 02017 EASTERN METAL SUPPLY.ING. Tu Accordion Shutter System -C 0 A S,,S.A, m a a KV.MAX#11 W1 OR W/O M. E Shutter Systeme 7ILLIT TESTING & ENGINEERING COMPANY ORAM kt L uu NM 3111% A,a.3M Wiiiiii ciAeM naii"3316, Aucclation, Ino. Oto 15-45 1:1M1+1 =07AM7%/�.717 Phww:(305)571-1530.rov:(303)a?1-1531 4268 Westroade Drive jdDRAVW1 % \V-it- .a: West Palm Beach. FIL 33407 3 NG No P I I - 12-0004719 _I ONAL 0.-1" 4 17-107 WALTER A.MUT Jr.P.E. MORDA V�.1 44167 3 SHEET P.E. S��URE/DATE a 0 --POURED CONCRETE OR POURED CONCRETE POUREDCOR ONCRETE _ OR CONCRETE .—_ -- CONCRETE BLOCK WALL OR CONCRETE _ BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WAIL REQUIRED ' EXISTING GLASS =EXISTING CLASS Z .i I.L. z'MIN.. EXISTING GLASS : CONCRETE �E%ISTINO GLASS _ SEPiJ j ole^D.C.o.c ,1- -i � rrr NW. m QASS(SHE •- r ... \ SEPARATION� ~I, 1•-! MIN. Afl11Z. sdIDUE ON SHEET 70 R(S� I I LIN.SWARAM . EO EO TO GLI1S4(SEE It FOR tlAO[ AND - SL111DU1E ON SHEET 1/16•.3'MAX. ON,SNEEi 19'FOR TO GLASS(SO: 11 POR BIAOE(DAHD (6063-76)CONT. eNDlsme I7 EOR ON mAM .ON SIM 19 FOR ALUM.CLOSER I � �MES( MR 1/�^ KIOR11.'I C' SHEET gA19 FOR (LOCATE AT ) _ BIACES mA PLATE. (LOCATE 1/2•. , EEAOESmk. lBLIOES 203 OF 6)SIDE I AT EITHER SInpE I - 1/2•NTN. - �`+) I —+1•6 1'OR 2'MAX.PUCAI 10.1/2^S.M.S. I ----_--'/ AL INMNI(CLIP/WCIE/t0.t0/2'6S.M.S a 16'O.C. ' --___ 4 113-16 ALLOY)AT NKIHEK;Hf)/10.1/2•S.U.S.TN%4 (2)1/4'S TAPCONS ANCHORS TOSEE DEEAIL%FO WALL AT 1.O.C. (LOCATE ATSIDE CONNECTION V 1+R ® EITHER SIDE OF@)Q(( ®� i SEE DETA%.%FOR OR TO IRALTCS - • - SIDE CONNECTION Oa©•n • ' SEE DETAIL% -0-0-IM7 TO TRACKS SIDE CONNECTION ©•0.0.0.7.®- 6•o•®-©•o•®- . .".®- ®•®-®•®-o•©- ®•®-®•®-o•©- 0•0-0.0-0•0- o.®-®.®-®.0-®.® o•®-®•®-®•0, END CONNECTION DE®-tL•t�e� END CONNECTION DETA®20� END CONNECTION DETAIL Q END CONNECTION DETAIL �� flCQIRRED ONLY FOR SPANS GREATER 11UN 12'-0' POURED CONCRETE OR EXISTING CLASS CONCRETE BLOCK WALL I (A►� �'�.,,•,\\ /10. REQUIRED 1/2'S.N. TO�� 0 16'O.C. 4N SEyAFAICN Y ------171.1-1 SCHMLIE ON SIM •�•. TO GLASS(SE D ___________ ©OR®OROOR 11 FOR MADE AND CONCRETE 1/2•MIN. SCHEIXI.E ON SHEET --- - - ON SHEET 19 ANCHOR 0 11 MR BLADE(I)AND SLAM(D k a) 12.O.C. ON SHEET 19 FOR 4 ---- C ANCHOR i \ EO $ BLADES mh m ---- - OR(D O 16' 1 2 jMIN�� Mw- OR@OR(qOR ED OR OR 2'UIN. 2'MIN. ♦ SEE LIN A710NS OF USE FOR BLADE 8 ON SHELL19 ©W$ 1 OR ®' DETAILt_1>OUTHEO CONCRETE OR ' Q ® -®-©•07 O1 6O�•®- 8"o-0. .0-®-®^ IUAIDN CONCRETE BLOCK WALL 0-0.0-13-00 8 6 _ REW -_Q•O7 •©a IRED - 0. •®•• WINDOBLADE INTO CO C E E 9IR LONCRETELO L END CONNECTION DETAIL50 O•®-®•®-® ®- A © -®•® FIORN BUILDING CODE Non High Velocity Hurricane Zone L 02017 TILTECO,mc. ®2017 GSTPEpN MEEK SUPPLY•INC. .."Ilp VL BERTHA •*_�' *' I L E C O t N TN Accordion Shutter Sy stemA.S.S.A. Kv � E/I w/ae w/b KV.w(rnD e(A1DE i 2 TIILIT TESTING d ENGINEERING COMPANY Amer(aan butter Systems � LLQ` 5555 RW.xu.a. a..Boa vAa•u a1A0tNs naa,3,31 Association, Inc. 1 OLD 77-085 7 27 1 QATE: 07/27/n �•. PIh—:(305)0»-1630.r-(205)871-15,31 4268 Westroods Drive 2 SSS/•"••••••' 0 11p11 •-m Btm«�o�..o. West Palm Beach• FL 33407 a DRAWING No oNAL�N,,I/ WALTER A Tw I.P.E. I �— o� ---.,,,,,,•-•• FLORVA Lk.1 44167 5 P.E. SEAL/SIGNATURE/DATE 6 SHt10 OF 20 SCHEDULE r1 SCHEDULE i2 SCHEDULE ar3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* 'L+" [MUM SHUTTER SPAN*"L+' 00. FOR INSTAL A7 ONS®/ OR -L-• (ft.) FOR R "L-- (!t.) INSTALLATIONS Tu_- `dun • & or 09 or INSTALLATIONS W/ pICAL CIENNIRMATES CONCRETE & W/ ONE N.V. LOCK ® or ® or or CENTERMATE � /ONE HV LOCKS MANSORY WOOD 1)L+: "IMUM 9LOWABLLE SPA RATING.A GIVEN HD LOCK ®W/ NO LOCKING RODS or ONE FIV LOCK or or CENTERMA1i� 28(da 29 W/ONE W/ NO LQCKI G RO S® OR W/ NO LOCKING MALL A B,C, D, E, M, N, 0, P, 0, L-:.MAX.ALOWABIE SPAN FOR A GIVEN NEGATIVE S MOUNTING F• K & L R. S, &V. ASA. DESIGN PRESSURE RATING. IQ"T" LOCK SO /TWO LO I@IG (SEE NOTES 1•t}) RODS 35 TOP & BOTTOM EE (VALID FOR YOWtINti�SHEET 7) FLOOR/CEILIG H. 1, t, J (2) PROCEDURE TOOETERLONE MAXIMUM SPAN FOR G, I $ W4STHU710NS COWAXMM NCREtE- �WOOD CONCRETE MOUNTINGNT. U.W X WALL MOUNTINGS& M (IOP/BOTTOM)OR FLOOR/CEILING: ' Aa0.OLSg1 'LD. INSTALLMSAla.OESKN INSTALLATIONS GIVEN A POSITIVE ASD.DESIGN PRESSURE RATING, PIIIss1Mu NAIL MOUNTINGnoon CEUNO PREM u WALL MOlNONO PAt$MU RA es M1ua a luno FLOOR/MN0 MOWITWO DETERMINE MAXOAUWSTAN 1+'FROM SCHEDULE. Tater•) U•�J noon/cum Mou7T N0 PAY" tM GIVEN A NEGATIVE AS-0.DESIGN PRESSURE RATING. (Pal-) HOOK YOIRrTNO O AWO9AUN SHUTTER SPAN 'L+"OR-L-'FOR DETERMINE MWMVO SPAN-L--FROM SCHEDULE. -' Lf L- L4 L- L4 (u L- L1 L- ' 30 OR LES te'-0' 16'-0' 16'-0'. IW-O' 30 18'-0' 16'-O' 30 16'-0' 16•-0- INSTALLATIONS INTO WOOD SWILL BE LIMITED TO FINAL MAXIMUM AUOMAME SPM! IS EQUALTO THE LOS pal.A.S.D.DESIGN PRESSURE RATING. HltMUM OETERMIR(O SPAN BETWEEN 'L+'AND -L-'. 35 to" 11'-O' - - 35 N'-10' I4'-10' u 15'-Y 16'-10" 40 -10" 13'-10- 14'-2" 15•- " 40 U'-10- 13'-10- 40 14'-2' Iv-2- (3) PROCEDURE TO DETERMWE MAXIMUM SPAN FOR -4 14'-Y 45 13"-1' 13'-1' 45 13'-4• 14'-T t HV ODRNER CEN7ERMA7E 13'MAY BE USED AT ALL COMBINATIONS IN BETWEEN WAIL MOUNINGS 50 12'-5' 12'-5' 12'-6' 13'-7" 50 12'-5' 12'-5' 50 12'-3' 13'-1' MOL 4M INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEIUNG MOUNTW7GS: 55 11'-10" 11'-10' 12'-1' 12'-11- 55 11'-10' 11'-10' SS 11'-1' 11'-11' SMALL 8E AS INDICATED ON MANDATORY CONDITION /2 FOR A GIVEN POSITh'E A.S.D. DESIGN PRESSURE 60 11'-4- 11'-4' 11'-7' 12'-4" 60 _ 11'-4- 11'-4' 60 10'-2• 10'-11' NOTE 1S,SHEEP S. RATING: 65 10'-10' t0'-10' tt'-1' 11'-i1' - 65 10'-10' f0'-10' 65 9'-5' 10--1' - DETERMINE: 70 10'-6' 10'-6' 10'-9" 11•-5" 70 _10•_6• . 10•_6• JO .8'-9' - 9-4' Lt+v MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 0'-1' f0'-1" 10'-4' /1'-1'' 75 10'-1' 10'-1' 75 - 8'-9' L2+-MAX.SPAN FOR FLOOR/CEUNG MOUNTING 75 f .ttEXCEPT THAT MAXNAWM SHUTTER .INSTALLATIONS. 80 _ W-10' 9'-10- 10'-0- to'-9- 80 9'-10' 9'-10' SPAN'L+-OR'L-"MIND MA) IUM ASO.DESWO 85 9'-6' W-6' 9'-9' 10'-5- 85 9'-6' 91-6' PRESSURE RATING FOR 0WALATIONS INTO CONCRETE FOR A GWEN NECAIMt AS.D.DESIGN PRESSURE OR CONCRETE BLOCK STUL BE UMOED AS FOLLOWS- RATING: 90 9'-3' 9'-3' 9'-S' 10'-1' 90 9--3- 9'-3- 1- CONNECTIONS TO KEYSTONE MOUNTING DETERMINE: 95 9'-0' 8'-9- 9'-2-' W-10" 95 W-0- B'-9' U MAX.SPAN FOR WALL MOUNTING INSTALUITIONS. LIMITED TO +84.-72 P.S.f. AND B'-O" SPAN. SEE La-e MAX, SPAN FOR f100R/CEUNG MOUNTING 100 W-9' 8'-4' 9'-0- 9'-7' 100 8'-9- 8'.-4' MOUNTING©ON SHEET 7. INSTALLATIONS. 105 8'-7- V-I1' W-9• W-4' 105 8'-7' 7'-11' 110 W-4' 7'-7' 6'-T 9'-2' 110 8'-4- 7'-7 FINAL MAXIMUM ALUNABLE SPAN IS EWA TO THE 115 W-2- V-3' 6•-4• 6'-11' 115 6'-2- 7'-3• SEPARATI N TO GLASS SCHEDULE 1A N"Lu"'�BERIEEN 'L1=AND ti 120 W-0- 6•-11- 8•-2- W-9' 120 8'-0• 6'-11- • (4)GO TO ANCHOR SCHEDULE WON FWL MAXIMUM 125 7'-10' 8'-e' 6'-0' B'-S- 125 7'-10' 8'-8- ALLOWABLE SPAN AVD NEGATIVE AS.D. DESIGN 130 7'-8- 6'-5' 7'-10' W-1" 130 7'-8- W-5"' MINIMUM PRESSURE RATING 10 DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2' 7'-9' 7'-9" 135 7'-7- 6'-2' WIND ZONE SPACING. 140 7'-5- V-1 I- i•-r 7•-6• 140 7•-5' S'-11• ASTM E-1996 SEPARATION 145 7'-3- 5'-9' 7'-5' 7•-3" 145 7'-3' W-9' TO GLASS 150 7'-2• 5'-7' 7'-4" 7'-0• 150 7'-2' 5'-7• 155 i'=0- 5'-5' 7-z 6-9- tss 7-0' s'-s-' 1 THRU 3 1" 160 W-11' 5'-2' 7•-1' W-7' 160 V-11• 5'-2- 165 6'-10- 5-1" 7'-0- 6'-4- 165 W-10" 5'-1' 170 6'-9' 4'-11' 6'-I1' 6'-2- 170 W-9' 4*-11' 175 6'-7" ._4'-9- 6'-9- -6'_0" 175 -7' 4'-9" - O H V BLADE_ 160 e'-6- +•-e• 6'-a• s'-lo• _ t1806W'-6• +'-e' 185 W-5' 4'-8" 6'-7" 3'-8- 185 8'-5' 4'-8' _ 1_90 8'-4' 4'-5' 6'-8' S'-6' 190 8'-4' 4'-5' 195 5'-3' 4'-3- 6'-5' 5•-5' 195 6'-3' 4'-3- 200 6'-2• V-2' 6'-4' 5•-3- 200 6'-2' V-2" zos 6'-l' 4'-1' 6'-3' s'-1• los 6-r N FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' 02017 TLTECO,INC. 02017(ASTERN META SUPPLY.WC. = TM Accordion Shutter System A■S■S.A. tl.V. a"}t W/OR W/O HV.VANTOW BLADE �.� American Shutter atema -O'•. a,6 j � TILLIT TESTING & ENGINEERING COMPANY O 1 oaron4 en temy C. 9 !„•, ,._ '�y l�� evs Ha.wv.s1..st-305.vmNm.ONwD,s,nn,w 3L, Association, Ino. t a.D 15-1185 :7 1 IM,e o7 27 17 Ph—:(305)571-153a.F-:(30871-1511 4268 Weslroada Drive a :V9�l"••••••'t• �`/', '-""Eenoro�o`67 epn West *aim Beach, FL 33407 s DRAWING No 10NA�1•�11� WILILR A'.lMi h.P.[. 4 17-107 11 Lk.F 44167 P.E. 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Mmwl ' J I 1 ' � 1 rye•. • 1 SPECIFICATIONS ON ANCHOR RE U :POUREDC CR TE C OUT S OM 1101NFN6f C 0.A.H ON S11EE13 9 At 7 1.ANCHORS TO SUBSTRATE SHALL BE AS FOILOWS: mm O OCK OOItOII m (A) TO EXISTING POURED CONCRETE:(MI&r0-J kap EW91 (g)WALL SILL MOUNTING ©CEILING MOUNTING (E)FLOOR MOUNTING - 1/4'0 TSN OR TAPCON WITH ADVANCED THREADFOMN TECHNOLOGY ANCHORS,AS VANUTACTUtf0 BY LT.W.Duam.(Mtn re-3 4 - 1/}U x 3/4'ALL POHM SOLID-SEF ANCHORS•AS DISTRIBUTED BY ALL POINTS SCREW,BOLT a SNCULTY COMPANY.(Ten,le-3 Itl3 (n) - 1/4'►BLUE TAP cOTCRErE ANCHORS w/CAP AS WNUFADTUREO BY FLORIDA FASTExRSI DWECT,IC.(Ufm r9-2 kap !p 40 50 73 90 120 160 206 30 40 60 76 90 120 150 40 a0 7S 00 120 160 207 TAPCON WAFT ADVANCED TAPCON OR - 1/4'/TAPPER+ANCHORS AS MAWFACTURE0 BY POtYERS FASTENERS,WC.,ANO g57RB1►Ro Br ALL POINTS SCREW,ear a sPEwutt t 4 1 0 A. THRPAOPORY IE DVANC D COMPANY OR ANY OTHER APPROVED LICENSED ON AUIH fi=t VENDOR REGISIERFO MM INE MAIAH SHVTER SYST T ASSOCMTI00,TNG (to.1•c-J k41) 3•-0- 14 1x to o a ° ° 6 14 12 TO 9 e e a a 14 t2 1 9 a a a e ALL PONES SOLO-SEF OR LEM 14 12 f0 9 a e a 14 12 to 9 a e 5 6 14 12 10 9 4 4 4 ° TAP CAP NOTES: 144_ 4 12 fo 9 e e ° 7 14 12 to 1 a a a e 14 12 10 9 4 a a 4 At)WMAN EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPOON WTM ADVANCED THRFABORM TECHNOLOGY ANCHORS AND TAPPER+ 14 2 fo e 7 as 1 14 12 10 1 e a ° 14 12 10 9 e e s TAPPER+ ANCHORS IS 1 3/4•,AND FOR BLUE TAP W/CAP ANGORS S 1 t/z•. 4'-0' a lx 10 o e a e s 14 12 10 1 a a a 0 14 12 10 9 a a a a 14tx to 9 e e a 4 u 12 to 9 e ° 1 4 s u u w o e 4 4 35 AZ)IBNMtR1 EMDEDME74F OF 1/4 :3/4•ALL Poarts soup-stT ANcxolts sIIUL BE 7/e•INro R+E POURED CONCRETE.NO EMeEOMort 14 2 10 1 a ° a 43 14 a to • a a 4 14 12 10 o e e 4 4b INTO STUCCO SHAM BE PERM1711n. 1/4'9-20 s.s.MACHINE SCREW USED SHALL BE 1 t/2.10Ro MINIMUM!SHOULD STUCCO 14 12 0 o 7.a A8 33 - 14 a 10 1 e ° 9 a 14 a to o e 7 a 4 • , S is ra EM.AND t•UMMU FOR WAIS WITH No STUCCO g._0. 1{ 12 10 9 e e e 6 1{ 11 10 0 0 e ° dS 14 1 2 10 0 e e 4 45 14 I2 10 9 8 7 4 14 12 10 0 0 6.5 S 16 14 12 10 8 a.53 33 3 A3)N CASE THAT PRECAST`STOLE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOWO ON THE COSTING WALL OR FL002, 14 12 10 0 7.6 43 - 14 12 10 9 0 a a l5 14 IZ 10 0 a 4 4.3 0 AIRCHORS SHRALL E!E LONO ETNOUGNI TO REICH THE MAN 5tRUCTME RETRAD SND WAIL FXiNS71E5.ANCHORACE SWILL BE AS INDICATED ON 1{ 1 f3 73 40 {.S - - 14 12 10 9 0 7.0 A5 4 14 12 10 9 0 L Jb NOTE AL1)__&AZ)ABOVE.FOR INSTALLATIONS OR VINYL SIDING OR ENS WITH OR WITHOUT MEOL STUDS CONSULT THIS ENGINEER roll 6•-0' 14 ja - 0 9 0 a e - 14 12 10 o a a 6 8 14 12 10 a a d5 S 3.3 NsiALIA INFO En WITH METAL STUDS SEE SHEET 20 14 0 0 7.6 S8 J - 14 12 f0 0.57 a.3 4 3 14' 12 0 66 A5 4 3 - 14 0 9 0 6 - - 14 12 10 0 a bb S 75 14 12 f0 63 a S 4 - (B) TO E%ISTNI CONCRETE BLOCK:(ASTM C-90) �. 14 a 0.S AS 3 - - 14 12 f0 0 6 43 33 14 12 10 8 7 3 3.5 J - 1/4.6 TAPCON OR TAPCON WITH ADVANCED THREADFOIW TCCHNUM AICIORS,AS MRIIIFACIURED 9Y I.T.W.DUILOEHL 7-O' 14 to 9 a 8 - - 14 It f0 I a 7 5 4 14 12 10 9 7.3 Aa • J - 1/4'6 a 3/4'All 101113 SOUR-SET ANCHIORS,AS OSiW8U1E0 BY ALL PONTIS SCREW,BOLT a SPECIALTY COMPANY. 14 0 a 4.6 4 - - 14 12 0 .5 0 4.5 - 14 M6 7 d3 4.5 3.5 - - - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED Be FLORIDA FASIENFRS DIRECT.INC, 14 fO d0 7 4 - - 14 12 10 0 b 5.6 4 - 14 I2 9 7 73 4.3 - - - 1/4Y TAPPER+ANCHORS AS M NUWACTUREO BY POWERS FASTENERS,INC.,AND DISROBVRO BY ALL POINTS SCREW DOLT a SPECIALTY 14 7 A6 4.8 - - 14 12 10 9 721 63 4 - 14 12 0 7 6 43 J - COMPANY OR ANY OTHER APPROVED LICENSED OR AHJIHORIEEO VENDOR REGISTERED WITH THE AMER04 SHUTTER SYSTEMS ASSOCIATION,A1C. B•-O• 14 10 9 e da - - 14 12 f0 v e 6 - 14 1 10 a 0.5 S Aa - NOTES 14 S 7 Ae ] - - 14 12 S.aA 0.S 4 7 - 2. .a a S 4 3 - - a MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND MKON N .3 7b ° - - - 14 12 93 6 0.5 3 - - 1 12 e 5 834 - WITH ADVANCED TKQMFOR14 TECHNOLOGY ANCHORS IS 1'. 13 .3 S 30 - 14 12 to a as S If 12 8 Aa S 4 14 10 1 a - - - 14 12 10 9 7.5 4.5 - - 14 12 7 3.5 4 - - B.2) kH{aAi EMKONENF.OF 1/411 a 3/4'ALL POINTS SOLID-,SET ANCHORS SMALL BE ENTIRELY WEDDED INTO THE CONCRETE BLOCIL NO N .5 e 4 - - - N n 7 SA 5 33 - - _Ll eb 4.3 3A - - - EMBEDMENT INTO STUCCO SHALL,BE PERMITTED. 1/4'620 S.S.NAETURE SCREW USED SHALL lC 1 1/2'LOIO wNINW SHOULD SIIICCO 14 8 9b 4.5 - - 14 12 d5 7 ab 4 - - 14 o.0 7 A5 6 4b - - EXIST,AND 1'MOAIIM FOR WALLS MIN NO STUCCO. 13 s.5 • - 1{ 17 9 7 0 4A - - 14 II 7 0A L5 3.5 - 10•-0' t4 10 9 7.5 - - - 14 12 10 a e.5 S - - 14 12 8 6 a 4 - - B.3)N CASE TINT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE TOM ON THE ETOSIING WALL OR FLOOR14 7 5 33 - - - 13 93 Ob 5 4 3 - - f0 7.55 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REAM THE MAN STRUCTURE BEHID SAO WALL FO°SHEL ANCHORAGE SH IPU BE AS NDOASEO ON 14 T3-5.5 - - - - 14 1.3 9 6 3 4 - - 2.5 9.3 a 5 4 ♦ - - NOTES MI)$8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIOOIG OR OPS WITH OR WITHOUT NEW.STUDS CONSULT 1165 ENGINEER OS 5 5 - 14 12 6 &S 6.5 4 - 13 10 0.5 5 4 3 - FOR INSTALLATION IMO EIFS WIT,METAL SHITS SEE MEET 20. N I2 10 - - - - - 14 12 9 7 6 4.5 - - 14 10.5 7 5.5 43 AS 11•-0' ZS 9.5 S - 12 0 6 43 4 3 - 9 7 4b 3.5 J - - - (C) ANCHORS SWIRL BE MSTN,an FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECInC11T10N3 olTRE ANCHOR'S I/ANIIFACRIRFR. 1• 10 7 - - - - - 14 IMS 7 A5 4.5 - - - tb R5 63 4.5 3 - - - , 9b 7 4.5 - - 14 1.5 7.5 6 5 - - 12 0 6 4.0 4 - _ _ (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.O.)VERSUS SPACING RELATIONSHIP FOR ANCHORS, 12•-0' t4 12 10 - - - - - 14 12 0 L3 5.5 - _ - 13 10 e.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHECULE FOR ANCHORS, 13 OS 4.5 - - - - - 11 a 55 4 3.5 - - 8 6 4 3 - - - - UAXMM ABHOR SPACINGS ARE VALID FOR EDGE DPSTANCES INDICATED BELOW.FOR E.0.LESS THAN M•NOIGTEO,RE000E ANCHOR SPACING 133 13 6 - - - - - 1! 9b e.a S 4 - - - 03 s S 4 - - - - THY MULMLYINO SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS 9 63 - - 14 03 7 A5 4.5 - - 11 d5 53 4.5 33 - REDUCED SPACING 08TANED USING FACTOR SHALL NOT DE LESS THAN M06M U SPACING INDICATED FOR UCH ANCHOR TYPE. I., _o• a lx - - - - - - 14 n3 7 e 5 - _ - u 9 e 43 4 _ _ - FACTOR 03 e - - - - - - l0 73 s 4 ] - - zs 5.3 4 3 - ACIIIAL 2.a - - - 12 9 6 4.514 - - - 9.5 7 s 4 - - - - EDGE TAPCON TAPCON H ALL POINT SOLID SET BLUE THIP B/CAP TAPPER + e 6 - - - - - - 13 as as s - - - - O.a 7.s a 4 - - - - I)CTANCE SPACNO 8 12 14 OS 7 °.° _ _ _ _ 1 AS OS 13 _ _ _ _ E.D. M�m..ppSPACIN-3' MN.SPACING-J SPACFW-!1/2' N91.SPADIO-J• 3 J/4' 4• 14•-0' t0 7.5 _ _ _ _ _ _ 0 7 43 33 - - - - 7 5 3b 3 _ _ _ _ t:olRCRE'fE BLOCK a P011m 0[H04TE OMIM SOOT CONCRETE 8 OURED CCINCREFECONFAE7E BLOCK 8 Pam URRDaER OI2ALTE BOLI , It.! 0 - - - - - - 11 0 53 43 - - - - 1 A0 43 - - - - - fai E •3• La{ED.-3 MR ED. 1/Y E. f MIL E0.•Y ifi EM•J 1/1' E0..21/Y ;i - - - - - - - 325 to ee - - - - - 0.5 e6 7 - - - ,QLADE WORKING 3' 1.0 0.90 t.D 0.78 to M64 1.0 16'-O' { _ _ _ _ - 8a 5 ] _ _ _ _ _ 2 1 Z' - 0.01 1.0 - .. - 0.07 1.0 10 - - a5 ° s - - - - - s e 47 1 IN UNISON ♦ z• - 0.71 - 0.31 - - - - - - 1 0.5 - - - - - 9 63 ♦: - - - - - 1 3/4' - 0.91 - - - 0.43 - ILI! e 66 _ _ _ _ _ to ]o Y.5 5 _ _ _ _ _ ' Mal - - - - 0.38- - - - - - - 93 T ° - - - - - ° ° ' - -t- - FLD(�DA BUILDING COOS on High elocit urricone one tItt \ r/, -•' 02017 TLIECO,INC. 02017FASTERN METAL SUPPLY,TNG ''�,IC ENS••. ,��i TM -� A S s A Accordion Shutter System *;•• o 1L ECO twe. ■ ■ ■ ■ Kv BADE/1W/CRW/D ILK WNWNM" s i ! Amerloan ShuHer Systems N, arra l VAI It, DRAWN i* I.C. Q l TILLIT TES71NO a ENGINEERING COMPANY <�s. �7Fo *; 61„NW.SNL SL.9%.V%VJtCM 4NI0wa,FIC69A 331 268 Westro d Inc. 1 OLD is=0asDY/2711 WOE, 07/27/17 mac-J Ph- (305)071-1370.Fa.:(3oo)an-1531 4268 We3troad3 Drive : RIDA,•: t`'4'4fl '--a,tatamo°a- West Palm Beach. FL 33407 3 DRAWING No r\a1j1f4 WutEA AOTAUTtA,.P.E. 17-10 7 V N �1V FLORIDA W.144,67 s P.E."s�W' �NUftt/DATE 9 SHEET