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HomeMy WebLinkAboutProduct Approval "u"'t - t..;y 'btuaat+ t �t tfti:kat ,°`�:.i.:" av- I-f ...s.. �•' ~'� "� Z"s.,�',v, � `�'` If��L�id6li�ii�iiiYii( r BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts k Publications Contact Us ' BCIS Site Map Links Search i Florida +} , ; Product Approval USER:Public User Product Aooroval Menu>Product or Application Search>Application List>Application Detail RECEIVED �r E® FIs r FL# FL389-R9 Application Type Revision MAR 9 ?M� Code Version 2017 Application Status Approved ST. Lucie County, Permitting Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute "n Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. }; 1Z 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 Uj 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Yom; 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 Product Approval Method Method I Option D Date Submltted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Moder,Number or Name Description 389.1 Bertha HV Accordion Shutter" Blade Extruded.aluminum Interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FI389 Ra It AMERICAN SHIfI rER SYSTEMS DRAWING 17- /►pproved for use outside HVHZ:Yes I BERTHA HV ACCORDION SHUTTFR 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 the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o,window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and 8'-11"for 62 psf,V-17."for Created by Independent Third Party:Yes 55 psf HV3 blade w/window blade working in unlsomMax.span for HV3 blade w/o window blade for Installations Into Metal Stud walls Is 79"far max.-ASD pressure rating of+72,-72 and 84"for+64,-54 psf:See sheet 5 for other spans and ASD �. pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum Iliteriocking blades retained bydcat k9(top 1 Only-(Non-HVHZ)-Drwg.17=107 and bottom)for storm protection Limits-of Use, Installation Instructions Approved for use in.HVHZi No R9 R9 It 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-to'uth 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 locking Evaluation Reports rod configuration for the HVI blade,8'-0"for+64,-72 p.s.f. FI 389 R9 AE AMERICAN SH rIIER SYSTEM ASSOC A.S.D.-load for,HV blade for Keystone mountings 7'-0"p.s.f. .iNC. DRAWIN i7-107 PRODUCT OF EVALUATION for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A, REPORT.PDF working in unison.See sheets 7,11 and 20 respectively of Created by Independent Third Party:Yes Installation.drawings forotherspans and pressures. 389.3. Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retalri®d by tracks(top COMBO-(Non-HVHZ)-Drwg 17406 and bottom)for storm protection Limits of Use Installation instructions Approved for use in HVHZ:No t1 JR4 R9 12 AMERICAN SHUTTER SYSTEMS ASSOC.,INC, Approved foruse.outsid_a HVHZ:Yes DRAWING-17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST,PD Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max.i6'-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 12, Evaluation Reports 25 and 28:respectively FI 389 119 AE AMERICAN SHUTTER SYSTEMS ASSOC INC— DRAW N NCDRAWlN 17-106 PRODUCE EVALUATION REPO_RT PDF_ Created by,Independent Third Party:Yes nark Next n us::2601 mafr Stare Road.Tanah6jee FL 32399 Mari-,8SO-487JR74 The State of Florida Is an AA/EEO employer. tai yrkiht 7007.7013 Stall of Florida.::.PNv0a Statement::Accessipitity Statement::jgGmd Statement Under Florida taw,email addresses are,public recards.If you do not want your a-mou address released In response to a pubic-retards request,do.not send electronic malt to this entity.Instead,contact the WIWI by phone or by traditional mall.if you havapny Questions,please contxt 850.487.1395.-pursuant to Section 4SS.275(1), Rodda statutes,effective October 1,2012,bfensees licensed under Chapter 455,F.S:must provide the Department with an email address if they have one:The emaiis 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 tothe_public.To determine If you are a licensee under Chapter 455,FS.,please click hem Product Approval Accoptst !0ZI�5MF;® GENERAL. NOTES: i BEA KV. ACCODiOONSHUTTER SHOWN N THIS R9CT EVALUATION DOCUMENT ( HRSBENV �FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6tfdAtON)OF THE FLORIDA BA{ HFDI SSU SYSTEM NOT BAT HVELOCITY RtHAZONES. DESIGN WIND LOADS SHAD.BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC W21D SPEED REOUIRED By THE JURISOM110141 KHERE SHUTTER WILL TABLE QF-CONTENTS BE INSTALLED WITH A OIRECTIORALITY FACTOR Kd-0.65.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM M.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. t9&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O.OEM WIND LOADS AREA 1: HV BLADES M BY MUUlPmW THEM BY O.0 N ORCERTO COMPARE THESE W/MAX.(ASA)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER 10 VERIFY THAT OMM4041S AND ANCHORS ON THIS PED„AS TESTED,WERE NOT OVER STRESSED,A 33 1:INCREASE IN ALUYNABLE STRESS FOR WIND LOADS WAS&T USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,HOINVER,A WIND DURATION FACTOR CD-1.00 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEOVACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN W47J D 01 ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED WOE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV SLADEO 10214.01-03.#0715.01-03,0004.01-05,11214DI-05.10317.02-06,#0609.01-10 AND 10210.01-11 AS FOR TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE(D AND HV..WINDOW BLA-DE.(fAl AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE Q 10505JOI-08 AS PER ASTM E-1886 AND E-1996(Mr-S1LE LEVEL 0.WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND#0725.01-SB AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/8LOCK SHEET 6 2.Hv BLADEO AND FN VANDO`N BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UUMATLDNS AND CONDITIONS OF USE INDICATED OIL SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA N.V.ACCORDION PINS(EN SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACTS SHAH.SE 114x2.75'AND 1140.75'RESPEC)IMY.410-HT MINIMUM SERIES CENTERMATE DETAILS HY SHEET 8 STAINLESS STEEL.SCRBNS WITH 135.0 kei YIELD STRENGTH AND 180 1117 TENSILE STRENGTH.PINS SHALL BE COATED WTH BERTHA!N OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS NN SHEET 9 COATING APPtx'ATDRS.REGISTERED WRN AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLNY AND TEMPER AS INDICATED ON SHEETS 2 AO 3.MINIMUM YIELD STRENGTN FOR 6063-TO ALLOY IS 30.0 kat AND 35.7 ksi FOR END CONNECTION PETALS 1-6,CONCRETE/BLOCK SHEET ID 6DOS-75 ALLAY ANCHOR MAXIMUMSPAN TLE-C SHEET 11 CHORORSCHEDULE-CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO Be STAINLESS STEEL.3114 OR 316 AISI SERIES OR CCRROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 VAT14 50 W MIN.YIELD STRENGTH AND 90 tzi UIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLACK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 0.BOLTS TO BE ASTM A-307 GALVANIZED STM OR AS 3G4 OR 316 SERIES STAINLESS STEL WITH 35 kill MINIMUM YIELD STRfHOM ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV ITUIDEIO: 12.13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE 0&0 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET I8 8.THIS BERTHA K.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16779,582.COMPONENTS OF THIS APPROVAL ARE CThFED.IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED 70 EASTERN METAL SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF 114E STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE,CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10,EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HO f� CENTEIry AN RMAMS,AND ENGAGE OR LOCK ALL O HO LOCKS. AREA 4,. ILII( WINDOW�}(ADE t 1/.ONLY 1 I.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED 011 A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LIBEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR VrLRy OPEttING.LABELING TO COMPLY WATT SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12,BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDINGAND ZONING REGULATIONS PROVIDED BY THE dURtsacroN WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;N.e.V44ER£THE SITE CONDITIONS DEME FROM THE P.F.D. _ (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THUS P.E.D..PROVIDED HE/SHE DOES NOT DEVWTE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS CEUULED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE S THE CONTRACTOR'S RESPONSISILRY. (c)THIS P.E.D.?.ILL BE CONSIDERED INVALID IF ALTERED 13Y ANY MEANS, OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PFMECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(H.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.O.ENGINEER SHALL SUBMIT 10 THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (a)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SICHATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. NFJAOn�'i�i,�b FLORIDA BUILDING GODE(Non Nigh Velocity Hurricane Zone 1!1A' {. pu I••. zr 4 02017 TI.TECO,INC. 02017 EASTERN METALj �SU�PPL1Yl INC. `V1.�`\.� �FI«�p"L"':�'�jt 1N��A• BE�A ■1 Y TTA IL ECO .N-. A S A Accordion Shutter System H V. EVADE#1 W/OR W/O H.V.WIAM aADE dpfjjt %Y y America n Shutter SysitdmS Lv.N Orsa Pnax DATE ORAwT+rm Lc T U N TILUT TES71N0& ENGINEERING COMPANY Association, Inc. 1 OLD 1s-a6s 7/271 DOE o7/27t17 �� 91533 fix,3 u,St"5b ISIS vAa w =S rcaaN ti 3319 4288 Westroads Drive 2 Ph—;(305)871-1530.Fax:(30)1171-1631 c� QRAVZG Na .1` �0RI �e�1�� a-Rcu LSee�acaa.cw+ Vest Palm Beach, FL 33407 3 17� O77 tS ..•. St ESI-0aa$719 4 - I�NA�� Ilil WALTER A TILUT Jr.P.E. P.E.'SFAt/$IPi3�)AY6RE/DA1E 1La�A uo 1<a67 6 SHEET OF 20 4,576' -1111 CAST 4 2. ED Pj= Iw7EADED 0'2 CAST M GAXW P"IED 1 RESS RIPN C"ss CYUNM A .4 4- KM(CHROVE (CFACUE PLATED) 4) flATIO) QUALIFIED @ HV LOCK 14V WRESS LOCK HV CENTERMATE FOR USE%'// W BLADE ok(9 ONLY HV FLOATING CE W/ HV USE W/ HV 63-T6 ALLOY AND TEMPER OU'rr� 8 60 A ICD FOR USE W/ HV BLADE I & 1 ONLY 7 QUALIFIEDFORQUALIFIED at 4E ONLY. BLADE & 6063-T6 ALLOY AND TEMPER NER CENTE 0 LAD (4)ONLY. 2-874 IFIED FOR IMF W// HV BLADE I ONLY 2-'0*O.D. 6063-T6 ALLOY AND TEMPER PLASTIC HEAD o TO L- 1.7 318_ 2" 3181 4.045' -.32 MOLDEDSCALY; V AFTER RIVETING BEFORE RIVETING 1/4"0--20 x 3/4" 0 S.1 THUMBSCREW I/-4"0-20 RIVNUT* t. SSM:S 9444 ALUU-111PJ(2024-73 XWY)LARGE FLANCE IM J L7_5W 1 I8 SHEET NVISERT,PARE 1 0820.AS MANUFACTURED BY AVOEL PLAN R Raw vzmrtm 14V MALE "T" LOCK CENT RMA E CHEWY TWO".PARSIPPEHY,WE-4 atm 0105+09 EOW4- LOCKER FOR "T" LOCK CENTERMATEQUALIFIED FOR USE W/ W BLADE Q)ONLY qV� HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK RV ALTFRNATIVELOCK/ O 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE OUAL[FIED F USE ,, HV QUALIFIED FOR USE VI/ 14V BLADE(DONLY QUALIFIED FOR USE W/ W BLADE ONLY BLADE I&ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER` LV/HV BLADE(1)ONLY. 1,217 1 '7' 3-161 4 ow CWDER oR 9 214' k63 .062' 214, KEYYLCYUNDER .125'Mu, (31) HD CENTERMATE W/ NO LOCK100 ROD ((3: HD CENTERMAT 0 0 16 QUALIFIED FOR USE W/ W BLADEV& (LA) QUALIFIED FOR USE BLADE(j)& UA 6063-T6 ALLOY AND TEMPER6063-TG ALLOY AND TEMPER HD CENTERMATE'S INSERT VARIES, 12'WN. QUALIFIED FOR USE W/HV BLADEO&QA 6063-T6 ALLOY AND TEMPER TH1JV5TURN (5--AICTAL"Up. *t/2 CYLINDER OR KEY 157 kfl.. CYUNOER 1.78'hf*.. LOCKING ROP-A 114"0HD LOCK QUALIFIED FOR USE W/HV BLADE(:I) W /41 0-20..-AISI 304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK SOLT LOCK. 6065-76 ALLOY AND TEMPER HV ACETAL (P A INSTALLATION 01-1-REQUIRE A 7/16' HOLE THUMBSCREWS SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE(D& 0 DRILLED AT TRACKS FOR PROPER EfJ8EDMENT OUALIMD FOR_.yW,,yj�.yV BLAIDE I QUALIFIED FOR USE W/ HV BLADE(D FLORIDA BUILDI CODE(Non High Velocity Hurricane Zone, 02017 nLTECO,INC. 02017 EASTERN METAL SUPPLY,INC. ....... BERTHA HV 1CETV ✓UY. TM Accordion Shutter System 7 /MILTE C 9- ll N C A.S.S.A. KV. aAIX#1 W/OR W10 H.V.WINDOW GLADE TE IAmerican Shuffer Sysfems 4tv.Nc DESCRIP"OH DATE DRAVIN BY, La. 17r ".T10 TICCIT TESTING & ENGINEERING COMPANY Assoctaflon, Inc. I OLD 15-085 D7/27/17 DATE- 07/27/17_ Im.3sv�SL.St.ZM VV=A 0MR09e,1104"3316( V STATE M Drive 2 -0, A 4268 Westroods DRAWING No ---I, West Palm Beech, FL 33407 3 Z0,910- -"',(C EB-ODC6719 -- 17-107 LS s, 111 WALTER A.T&UT Jr.P. FWPIA Uc.9 44167 5 SHEET P.E**-t2,A 3 OF 20 %ArpPY6ATE .aha aS ed 4. » , *NOTES ON HV LOCKS AND CENTERMATES' A 8 C G tt T V 1,AWMATORY COMMON 91:ONE HV LOCK&or 0 SHALL DE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN `L1 OR 12'ABOVE OR$SOW 2 OF SHUTTER SPAY OR SPANS UP Ttl 145",AND FOR tN57 Tt4NS AT ANY ELEVATION.HY I:OCK�/j or 1921,01Y BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TOV OR 0 1 CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 5 r"�04 1 2,OOpro jk. COHGM(R [h IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO kN LOCKS Q•.$ ,By OR ESQ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATESOR f �T OCAONI 0 LOCKS SBE AS hHALL BE DICAON NOTE (AS INDICATED)ABOVE ON TYPICAL SHUTTER ELEVATION. 6' v 3. �2 OfAl@ OM_WH£ty'i!ANDA'TORY CONDMON 91 OR LIMITED MANDATORY CONDITION �) ��J 1 CP'D,�J/jy(O N.V. LOCKSI• LACKING RAGS PRE NO7 REQUIRED AT {1URRICANE POSITION, BUT MAY - ° d' S GDR Oat(5d 25 Be USED IF DESIRED To ENHANCE SHUTTER PERFOMAtJCE. LOCXING RODS t3„ OR AN ALTERNATIVE DEVICEr-y MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). '• 4. +'A,+/1ATORY ,Da'JOmON t2. ONE HV LOCK Vy a SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN ° AND INSTALLATIONS AT ANY ELEVATION.HV LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) i/ 0-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCiGNG RODS Seg INS NDC ROC AMAODMLRA SHHUTTERI SPAN SHALL BE DETERMINED ASL SHALL BE USED. LOCATION OFLPER SCHEDULES SHOWN ON OCK SHALL Be AS INDICASHHEETP12�SHUTTER ELEVATION. is HI OOI1 g.SCC Ak TERNATE TO MiF(DAT44HDDTQ�' IID ON'Y FOR HV,},Q aW[S'�ME1RI"�+ C('fti>•Rt1►TES Q�+ ALTERNATE HV LOCK MAY BE USED IN UEU OF HV LOCK 2 or Q3 FOR ANY SPAN AND INSTAILATIOkJS AT ANY ELEVATION.ALTERNATE LOCK;3Z MAY 13E USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4 o-20x3/4'S.S.THUMBSCREW TO 0 OR 0 CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM, RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. �„• A' +"� 6. UAHOATDRY roNGBON 13 FOR KEY',�TONE MOUNTING INCTAIIATIONc• ONE HIV LOCK }or 6 or 0 SHALL BE i USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 85',AND FOR INSTALLATIONS AT ANY ELEVATION,HN LOCK @ or 23 or @ MAY BE USED AS AN INSIDE OR i OUTSIDE LOCK,ATTACHED TO or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2*LANG FLAT WAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 9 W/2) SEE END ON ( OR®TP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS Orl D & C H iJ x LSEP(PS.FULLL , *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT, OF CORNER 1,SECOND ALTERNATE TO MANDATORY CONDITION 01 111)ONLY FOR HV'T'LOCK�t1) AND CENTERMATES&AND ^�"'rr�^m CENTERMATE JAS ONE ALTERNATE HV Y'LOCK OCC���MAY BE INSTALLED IN UEU OF HV LOCKS 0 OR 129 FOR ANY SPAN AND s+v dt od 6 7 $ f 0 3 @' fNSTALlATJON AT ANY ELEVATION.ALTERNATE LOCK Y BE USED A5 AN INSIDE 4R OUTSIDE LOCK.ATTACHMENT O`O O O J I N LOCK @ INCLUDES USING REINFORCIkJG LOCKET ,AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED T CENTERMATES @ AND 0,W/ 1/4'4-20 x 1 1/2'LONG S.S.THREADED DOLT W/7/8'0 x 3/32" VANGNUr MAXIMUM OR%V/ D4 BELOW iMIDSPAN.USE OF TWO•Ox LOCKING RODS 8*RIVNUT. LOCK OP L4AY BE AND BOTOM IS MANDATORY.AT OR 12" �' 15+@363-C8)-@-(D7 - ®.��xf4+ �ts•+�j5"iz+ *NOTES ON HD LACKS &(�,,gENTERMATES• 1. HD LOCK(i��(HD CE!.�xRL'ATES R( Wl•'- : ONE ALTERNATE HD LOCK(D MAYBE USED IN UEU or TYPICAL -) HV BLADE SHUTTER ELEVATION HV LOCKSQ OR V FOR ANY SPAN AND INSTALLATIONS AT_ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. REINFORAS AN CNSIDE OR EMENT NSIORTID5LOCX.ATTACHMENT OF SHOYRJ ON SECTIONSDHDS Kkf/$At 0 HDCS,HVC.SHEET 10.8LOCK MAY BE INSTALLED ATE5 MIDSPAY OR 12'MAKMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS C5'IS COMPLETELY onot U _n , —FLORIDAIL TNG On High Blocity-Hurricane One tlk Q�+ �r�+ 6]017 TRTECO,INC. Ord 2017 EASTERN METAL SUPPLY,INC. �tCErts •.✓�s» BERTHA H TM Accordion Shutter SystemLI �E�co A■S■SA■ TLv ti✓1+DE#f w/OR w/o Htv. wtNAov!et.anE TILLR TESTING & ENGINEERING COMPANY American Shutter Systems ,N DESCRIPTION DATE DRAWN Br: Lr- ' '•�:y Assoelation, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 1' 6353 N.R.3fi:h,5t..Std,305,NRCN'A OAROEr+5,ft/xd'A 331E Ptn°nd:(3Ds)s71-1530.rox:(3Ds)671-7531 426$ westroods Drive 2 DRAWING No S7 ••/•y.,,,•+,,,.♦••',+�111 d"ma�tC�ec°Ot9tcom 36.- West Palm Beach, FL 33407 3 17-107 -' 70hI L�lN ,Ift WALTER A.TILUT Jr.P.E. 4 ' rtORCA U°.0 44167 5 SHEET P.E. SEAL JSIGWf&'E/DATE 6 5 OF 20 NCRErE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE$LOCK POURED CONCRETE REWIRED 1/4'4-20..3/4"S.S. POURED REOUtREO SHEET 13) ` CONCRETE ANCHORS HAGHIII SCREWS / / (SEE SCHEDULE ON Y!/ 1/4•-20 WOUI r CONCRETE ANCHORS .f ;' I f 1©18 A ciE(LLE UxINIWO¢)°N StW 7) t�'' ;f,%J ' SHEET 13) NUTS 0 12'O.C. (SEE SCHEDULE CN SHEET 13) I r' 1. i / 1• 12 01714 r //•s Mtn. 1/4'0-20x3/4'S.S. I / • , / EO EO MACHINE SCREWS t - CO EO USING 1/4'-20 NUTS -- 19 . /- -- 0 12'O.C. �,/ /'j24 F 1 E.D.` .250'Max. r, F r-r! 13 t 5 f rr . r_�_,.A. 13 OR 15 // f i f ( w_..._ F"• --- �� q 4l '-- 250' D.` I/ / - I a d'Sr L_ I .250`Mox. I/£ r /` / ,Eo.• OPTIONAL I+ 'i i (: / / PDONAL r, _ r II iWL SPS MIN.SEPARAT dTT TD GLASS t (^,t FOR 9M9E 61AW 1 OR i ' A NG --(SEE SCHEDULE ON SNEET 113 „ EXISTINGi aa; {D& I I x MIN.SEPARAWN TO CLASS �! 1 MSS � CLASS-- EXI5RN —(SEE SCHEDULE ON SHEET 1T) G I I I GAss—, I �}C' HV WALL HEAP iNSIALLATION O HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE EzasnHG f MIN.SEPARATION TO CLAW # i (SEE SCHEDULE ON SHEET 1t) t CLASS— ' 5°Ft°N 1 OR ; t I 1 EXISTNG J I LI N.SEPARATION TO GLASS f G1ASS «� T ( (SEE SCHEDULE GN SHEET t,) I`11 r°e 01/DE 0 ,I, �1 = � al�a 10 F I TatOcO)c IS ° Exs I 'r / oPnoa(AL 3 , IT r.+r r�, >/, II i ill I • r i i / �•-oanONu S ,! r - - —f @ OR 15 I I 'I ;r f, CEO ro i 2 aR114 t/a'a-20:3/4•S.S. f Lrm. PIuWPS TRUSS NERD r tf4b-20x3/s'S5.PWWP9 EO— i r ! F .% CONCRETE ANCHORS A / {j t MACHINE SCREWS USJ(G } �—...TRUSS HEAD NUTS SCREWS CONCRETE ANCHORS r : ,/r•. ti-% t6 4 1/4'-20 NUTS O 12'O.C. (SEE SCHEDULE ON 1'I/1/4'-20 NUTS 4 11'O.C. (SEE SCHEDULE ON SHEET 13) r% F f f POURED CONCRETE 5l4EET 13) POURED CONCRETE L ,.,/ OR CONCRETE DLOCK CONCRETE BLOGK ,(',W7CRETE ANCHORS HV REWIRED OR CONCRETE REWIRED a HV WALL—S&L INSTALLATION (SEE SCHEDULE ON � V rNALL SILL INSTALL 04 POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REWIRED O HV WALL SILL INSTALLATION ((�( FDR �!d$INATON_DF SECT DN ---- INSTALLATION D TAILS LS W/ t-SEE SHEET a FOR TYPICAL SHUTTER `E.0.u EDGE DISTANCE ♦SEE 0 ATOMS OF USE FOR ..r H v BLADE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) $LADE&ON SHEET 19 y 2-MOUNTING SECTIONS CAN BE COMBINED W ANY WAY TO SUIT ANY INSTALLATION. �fll Jj. . 'rl R A. if FLORIDA BUILDING CODE Hon High Velocity HU"iCOne tone' t ..,' t/ 02017 TR.TCCO,IHC. 02017 EASTERN METAL SUPPLY, INC. Ns ". - ERTH VTM 4 ? A. . .A Accordion Shutter System S i L E C 8 N . KV. #1 Wi OR W/O H.V.WINDOW MADE % TILUT TESTING & ENGINEERING COMPANY American Shutter Inc.ystems .N DEmit non OATS ORAW1 SY. L.C. �✓�"'- (0 )d� tYt 43"N.a.3401>X.St..Z051 wr=m GARS-�4,FLOROA uta 28WrooAssociation, 1 OLD 15-085 ll/27(i DAR: 07/27/17 4268 We9troods Drive 2 f" '• PM+n:(305)871-iS30.rox:(303)871-1531 DRAWING No T "�e.`Z a--ta:mttcccod.com West Palm Beach, FL 33407 s t 7 n . s(0N6,AL•y`,11 ES-0006719 4 I J i v7 ++, WALTER A.TWT J,P.£ P.E. SEAL/SIGNATURE/DATE n°RmA L;,- 44167 a SHEET OF 20 POURED CONCRETE ANCHORS , WL Sm waw -----(DOR • 1 i k WARATIO I 1 GONG (SEE SCHEDULE oN SHEET 13) k soTo�uisa r ® Ewsnrtc 1 u o Sew,1) 7717/z" ETICE rh ;„ oacxEy, cuss—I �,,�,.w„w. ! t s AB u ro4USs/r 8.+. aPPucA�cc Er�snNG� TLsw� — r 9/ •' i ''/ (xfss 1 ALTERNATE I( ;' k k Ex snNG1 !; �'fl �/r1� /'• i`/ 1',j'i% •✓ x1 IACAT�N CLASS k 'k 810x3/4'HEX WASH2'ER HEAD ' 1 1 tat 13 CR i 5 3 ' 3ja'usr. TEK SCRaYS v1O.C. i �yy //'.% / EDGE OF N i 3/e Ian CONCRETE ANCHORS - , _++• / r y,.';'/'j/` I• f SLAB IF 1 (SEE SCHEDULE ON SHEET 13 r r E EOi r' / ,i .`t/ .+Ir,,/.•`/�i APPLICABLE // k•r/ / EDGE—'.� +,rf 'f/:�r//f/,,r///'F/2t.r_,'tr"r.',�r i.'.i /J:.• EDGE rr'f-1%.J:'/`1r1'•:`!r"'//fi,'!.'f'/it EDGE SLAB EXISTING APCABLE f moSIAB ''r/;"F,./�•/' :, !!`.%,,/�/r/f/ IF ITGASS '! J !t { urs srlP:Carr APPUOABLE f• r. 4..' ,4.r t' / j y%/,f',,.r sp 10 Wt UP IRE / /ri / t'/r 'f` ' /!"/•',� CgNPOr E,D.'+ CONCRETE FLAT SCC CONCRETE ANCHORS -i t g 1 OR ♦. POURr'0 r' 'f/. / r 1 1:`t/ •f�' REOU[RED FL4T HEAD CONCRETE ANCNORS REWIRED (SEE SCHEDULE ON SHEET 14) CONCRETE (SEE SCHEDULE ON SHEET 14 ssnLafp�Q51 � REWAtED E.D.� a"--•-I ) !1 TRENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. Q1 NV FLOOR INSTALLATION t 0 WV WALK--OVER INSTALLATION DESIGN PRESSURE RATING,u FOR SPANS PER WV CEILING INSTALLATION SCHEDULE g3, SHEEP 11 E esT,I� T CONCRETE ANCHORS + CIASS r-- —(SE �_ura ,dw O �Y!^• (SEE SCHEDULE15) ON 1/4"0 rrw WEII TAPOON wt IN�T 11) I 1 SHEET 15) AIY11' 011farADF4Tdd tO T EXIST ` EwsnNc TEnnJ Lacy-.'=4 M IXISTpJc--� GLASS , o srEMU t+ro alAss GTJSS---� pm%RS TAPPER GLASS 1 '64.[b'ff[alaG tro S+4'A tt1 1 ur1 SfP+Ra4+ro t 3/4'IAN.ENOMM,r O 6 I`k ' -k(srx so+tartE 9N ,1) i O.C.FOR UP TO G-O'SPAN um 10 kti i 4"OF FOR SPANS VJW THAN ', •, ;! e , �n FAbTOM?APPLY I ;; (TTP.)( E ATE t g D,+ g1ox3/4'HEX E.,O`.s rr f SNEp tl Ta2 u1ATATKe 3 a rn+AX. TEK sCREws a a'Q.c� ; on i� S'i 3fe' --- uxi. gi t2' c s 318 fj/ S ;i COUT.swaR 3 15 wasHER HEAP / glaxs/a• Hoc BEAD ( k k /i', -2 TEK ss us CONCRETE ANCHORS b - "�°� 31 t ___ ' •+ /� ND 1/4`a-2O NUTS OR tfd`9-20 S.S.MS. I f1 j ym O R”O.C. .. MON. ,•• ,E: ,% O 12'O.C. W/NUT O 9"O.C. (SEE SCHEDULE ON tt2 I SHEET 14) /• ,r Et4tiN0 NON STRUCTURAL _ --r5a$---___ 17 oR T8 1/2, s i 1. 17 1B .1..2.00'1AIN, xvu iwu(DEWRAIYE 'r •' E.D. SILL) - - ,, •` f' , `rr :i i,:t !' ,/ EDC£OF t/ gT4x3/4'F.H.SAS. MIN. - /', ,• sva3 F ; fhh` ,/ f D 9`O.C. _PWAm CONCRTE 1 7%8,' 1 7/e: 1, ; j APPUCABLE i CONCRETE ANCHORS S£E NOTE 13(b) — Y NOTE 13{0) REDBwEa �/ POURED CCtiCRETE {S£E SCHEDULE ON ON SHEET i POU ED CONCRETE INJ SHEET 1 ,, ,' ,' •ED.,, OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK REQUIRED REQUIRED Q KEYST_0NE_MOUNTING INSTALLATION OPTIONAL POURED HV }WALL FLOOR INSTALLATION (JL HV WALL WALK—OVER INSTALLATkON 1AXAAAA uD•Ft VA°a,-*,E:'a`•'T2°" CONCRETE w3nuuuu s1ronER Qvr1 S O REWIRED (2)WV RAINGUARD INSTALLATION t THIS INSTAL. SHALL NOTE FOR COMBINATION Of SECTION C; � t AEM.WASLEE 4HIEN PERFORl2D E.D-d EDGE DtSTAt10E ADJACENT TO AN OPERABLE EXIT ♦SEE Lia ASTONS OF USE FOR (�`/ /�('�C 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPETSFICATIWS ON SHEET 13) OR ENTRANCE BLADE to ON SHEET 19 INSTALLATION DETAILS \11 [�Y BLADE ASSEMBLY MBINED N YYT �TCAN BTIANWAAoSURANY uSTALLAIONd''J"(F.'R A. j'/j''-,. FLORIDA BUILDING CODE(Nan Nigh Velocity Hurricane Zone' S • 02017 EASTERN METAL SUPPLY,INC. �� 1'1 Cp�'• v g2B17 DUECO.INC. u I 1 BERTHA VTm S Ir' IL E�8 �N�. � ■ Accordion Shutter System KV RI"#1 W/OR W/0 H.V.WINDOW MADE = TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems Ly,N B[sun°noN DATE BRAxT,BY: LO Association, Inc. 1 OLD 1s-os5 7/27/1 OATS 07/27/17 .�•"•. �/ �4 8355 N.w.35th.St.Stn 595•NRCRM CARDMS,fLORAA 331 + 6 28 Westd roas Drive 2 ^-�. PFwew:(3O5)a7161530-Fax:(305)871-1551 4DRAWING Na . s���A� �6\ 111 a-mai:uIm_eoaacam West Palm Beach, FE 33407 s 17-107 COO671a V/ALTER ARLR JP.E. 4 Tr.P. FLORIDA Ua-a 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 SEE END WALL CONG OS SEE fIOTES ON LOCKING Roos©,RV LOCKS wQ � INSTALLATIONS W11HV US AI LOU IVVEET AOUT IN EXISNGCLASS EEwD ALL BLADE W1 HV CENTERMATES CENIE MES APPLKATION WITH SLADE0 t 1�?�RQa�+C?�rgo�10 •Q� 1 OR ,� SEE END WALL CONNECTION 1��y•©rr� F FAST140 GLASS ON SHE Q-0-Q00Q-Q•18 ai z•,z',tf8'd7•-2 E $�, • g`mI 19�QOq(11if+� 3 1/4• 7' 6 1/2• 7- ANc lz>+/u4o"in i 1J2" QPP-0SING SYMMETRYCAL ANCHORS To coTTCRETE CENTE MATES CENTERMAT S (roP/soTroa)s� gto,3/a^se,.s.a 12' l W V OC or Mlk.SEPARATON (a)proxl/2'sNs.m TUBE D.c.Puu LEFicHr. ! C ! } W/ HV LOCK or tb Grass AT EACH ANGLE,Cin') 5 ` Q IN � 3 LONE HCHEOtt1) ON SHEET +r) ---------- - - -- — - - -- ------- --- ---i----- — ---- * 2- 1/2• 10•�5°AQ•Q��+1�5 HVA H V B �wQw^+��� 1Q 04 HVQ POURED CONCRETE OR o +N.�l o o� © l©1♦® �OQ,t' 'V'� —EXISTING GLASS CONCR(TE BLOCK V/ALL 6 7 a 6 7 18 I 10• 5! 3 REou Eo •®"�'�a®'Q°"E SYMMETRICA (� (6 •0•©��+Q•�� F IXISTNG MIN.SEPARATION C rG g . x�.QaQ•� LGxlsnsk CENTERMATE$�* 6 �Q'�8}arQ'�}8 �}8 ' t�7 (sem SCHEDULE `J b LT W,Z HV LocK fL6! GPT DNN) (1, G1,Q��+^z1 ON SHEET 11) i FAIN. SEPARATION ppQ+� J�:3 TO GU1S5 r1���� �J f J (SEE SCHEDULE I I V OPROfJAL - _ I SHEET 11) (INTERIOR) n __...-__,__ .__..._ -------- __.._—__.__...._ Jfj� i y I OUT - —`-CONCRETE'' _ ANc167 C, - 56'O.C. y . V{Jcr,« ( OUT B 1/2-UAX.Sr.AGsc AK * (EXTEPoOR) HVE HVF** HVD OUT i►iT"`°r�rp`,���"''�., FLQRIDA BUILDING CODE(Non High Velocity Hurricane Zone ,t ............ ✓ S ID2017 TILTECO.INC. (9)2017 EASTERN METAL SUPPLY,INC. n : BER A H T" — Accordion Shutter System L o G 4 V Rc. A.SwS.A©■ KV. MME#1 W/OR W10 H.V.WN1XV/MAX ` American Shutter Systems Ev.N al scRronoK 6Att oRAar By LC r� r TILUT TESTING & ENGINEERING COMPANY Q Association, Inc. t OLD 15-085 7/27f1: oAIE O7j27j17 6365 tm 36%st..swa 3O§.NAR' WRDEIM FLORIDA 3318 426$ Westroods Drive x {{ � - Phone:(`.A9)071-1330.Fea:('..O5 7f-+.31 ORAYANG No NAI` \ t11 a-moa:w+eeo®oaten West Palm Beach, FL 33407 3 (7 i/yam( pi•••••••••�ritsi Y/ALTFR A 71LUT'Jr.P.E 4 I/ I V/ - V n C? i w�`"r�•.rrnrr�' PLOR=U.1"167 s SHEET P.E. SEALfSIG NATURE/DATE 6 8 OF 20 AILHV TERN TE INSTALLATION W "T" LOC 0 MALE/—FEMALE "T" LOC S C TE ATE5 8 & LOCKERS at W 1 V BLADE--*, SEG END, ONNECM014 DETAILS ON SHEM 10 Ar 18 INSTALLATION (t HV BLADE oUTell tN ��rxaaa" DuOEonK Nr.NWEATm«1 4rcET e, W! 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Le- O,(�' �Q p` 05423 ae.3a n. t 3023 Yw GRaENS.12aPAA 3316 Association, Inc. + OLD t5-085 7/2711 WTE 07/27/17 •''..........�' Ph...;(2305)371-1530.fax:(305)071-+5231 4288 Westroods Drive 2 DRAWING No S/ �j\ 111 t_'L tat.<oorw.<0n West Palm Beach, FL 33407 s .T r� -._ONAL E o"ol1 WALTER AEg-CTILUT1Jr.P.E. a 1 7�1 U7 '•. Y"rrrr FI.CMA LIS.0 44107 s I SHEET P.E. SEAL/SIGNATURE/DATE 1 9 OF 20 ' RED POURED CONCRETE OUREO CONCRETE POURED CONCRETE OR i// ! , "—ORCONNCRE'TEFCREIE /1 OR CONCRETE ,^, OR CONCRETE � CONCRETE BLOCK WALL r r `` BLOCK WALL REOULRED I ! ;'l, i BLOCK WALL REQUIRED r' CONCRREQUIRETE ,r. + BLOCK WALL REQUIRED r' / r EXISTING CLASS EXISTING GLASS Ir' ' f CONCRETE ANCHOR`S DOSTLNG GLASS <" r ,i/ / /'// r / 2-MIN— 'r INEXISTING GLASS MN,SEPSAAR I /� � :S� t" Z — 1) 2'MIN..' 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N :T O 16 O.C. / -„ r* ALUWNUM CUP ANGLE I (6063-T6 ALLOT)AT MIOHEIfOtT -- , (1) #1Dx1/r S.LLs.TOO& ! •` (d)J — (2)1/4'0 TAPCONS ANCHORS TO j WALL AT 1'O.C.(LOCATE AT SEC DETAIL x FDEITHER So OF*6) 0 QR QA�• SIDE-CONNECTION i OR i�' SEE DETAIL X FOR OR �' TO TRACKS SIDE CONNECTION 0 SEE DETAIL FO +I.a «6 7«8 10•®« TO TRACKS « «6•7« ©« SIDE CONNECTIONTTRACKS 10.0.0 00.0'0° ®°• 0.0.0-®•0-(@« ®0 «o o �« a ��t o«o �« �•®«�•�«(�•�I« END CONNECTION DETAI 03 END CONNECTION DETAIL a END CONNECTION DETAIL Q END CONNECTION DETAIL 2 ,RE_-ED CNLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR F f' ' l^-EXISTING GLASS / RaNCEO �fiLOCK ! GLASS a"r' /; ...__.._..—— -(y---j / atOxt/2"S.tl. :-----------:�ML4.SEPARAWNTO GLASS(SEE a t ------- SGML. SFW / ,.l \\ TO Qh55(S.EOle. I a ---__ ---"� ------" - ©OR@OR Q OR 1f FCR EIAOE QAtm CONCRETE \1/z'Mal. �S � CH 94r 19 FOR ANCHOR 0 \\ 1 SLD ONID 4 '-_-.„.- ---_- 1 OR@OR 90R I@ r +' MA=0&( 12'O.C.;^ • i ON 9EE7 19 FGR k---- _ t J pR� OOANCHOR f �£0 5 BLACFS(D&� t- `! O.C. j7 1/2'MIN. i•' ��_ - ' _ Mai. OR(g)OR(J)CR 2"MIN. --_-�-__? ;" 2'MIN. /EO ♦ 5[E UMrtAHONS OF USE FOR V �I Y I f BLADE FI ON SHEET 119 USE @ OR t 3 OR tO OR(3OR� .l.I-_ if / 5 i' 1 OR ®' j PLAN OR �4 «©•0d1® f0•�« DETAIL X POURED «�«p•p«p tD•�« ND INSTALLATION CONCRETE BLOCK WALL I 10•®«®•�3�®•�« Q�«�cs����« REQUIRED 8 Q'� d �« 1 HV BLADE OR I&& HV WINDOW BLADE INTO �.®«�,,�«p•�« B «, CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q ®•�«® ®°� «�;iA' L' N C" 0 6 ®«�*� 1,• G AIL @ «0.0 FLORIDA BUILDING CODE{Nan High Velocity HurriCone ZOne 'y 02017 TILTECO,Me. 02017 EASTERN METAL SUPPLY,INC. : 1NStc'••`��= BERTHA HVTM t L EGO � - A■S.S■A. Accordion Shutter System ILv MAX#1 W/OR W/0 N.v.WINDOW ELADE American Shutter Systems 4EV.N DESCRIPTION DATE OWN N': L.C. •;4 `: TiLL1T TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 7/Z7/t RATE: 07/27/17 t'J�,'•.Arj e4 ti� 6259 N.W.'0"'st.`:m VA CARD Ns.aaau 331 DRAWING No Ft one:(]05)971-15:0.Fax:{3OS)671-1531 4268 Westroods Drive 2 +� ••.y. �1 11/1T ,-ma Fitc..a-L". West PQIm Beach, FL 33407 a 17-107 7_ �7 -" NAL� } W-0006719 4 I•11 WALTER A TILUT 41.P.E. "'r.riisAr"' FLORVA Uc 447 S SHEET P.E. SEAL/SIGNATURE/DATE 6 10 0 20 WHHD Jit E #1 SCHEDULE #2 MAX9dUM SHUTTER SPAN' "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" 93AXIMUM SHUTTER SPAN*"L+" INcratlnnoN .END =-NOTES: (ft,). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR OR -L-" (ft.) INSTALLATIONS MUERMUM ® &Q or or INSTALLATIONS W/ Vol M CONCRETE& WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVER W/ ONE HV. LOCK @ or or or & W/ ONE HV LOCKS MANSORY POSITIVE A.S.O.DESIGN PRESSURE RATING, HO LOCK (9 W/ NO LOCKING RODS or ONE HV LOCK ar or , L-:MAX.A11(Y.'1ABLE SPAN FOR A GIVEN NEGATCJE CENTERMA 28 29 Y#/ ONE Y!/ NO LOCKING RODS (& td/ NO LOCKING WALL A, B.C. D. E. M, N, 0. P. 0, AS.O. DESIGN PRESSURE RATING. "T" LOCK 30 W-/A-10 LOOK NG (SEE NOTES t.fit} 5 MOUNTING F. K & L R. S, & V. 1'Q (VALID FOR LigUNnNGQ (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS.35�T1�7O11��P��cc&, ++BO�TTOM AflSEE SHEET 7) FLOOR/CEIUNC G, H, 1, I1, J T, U, Y1 & X WALL MOUNnNGS(TOP/BOTTOM)OR FLOOR/CEIUNC: CONLIRE7i-X 4120 INSTAILATIONS V CQt(Z2ETE![LY000 CONCRETE MOUNTING &tt Aw-Ww 1L�"w 11ST I i.n uATUL11 AS.D.009M INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, Asa,or= ��£iS 1J 1t tt.1ACUttnxO DETERMINE MAXIMUM SPAN "L+'FROM SCHEDULE. fP.r35tF WALL MOUNTING FL�R/CE1LtNG n.00R/CaLu.G Uoutm; GNEI!A NEGATIVE A.S.D. DESIGN PRESSURE RATING, NOUHTINC (qJ.) FLOOR/CEGRIG NOLTRWG V.''L•) N Da») ILODR Nuc+s00NnNC AS DETERMINE MAXIMUM SPAN'L-'FROM SCHEDULE. L 4 (It) L•(it) L 1 (1) It-(0) L i (11) L-(4) L t (9) L_(D) IIN MAXIMUM SHUTTER SPAN'L+'OR.M FOR 30 OR LES 16'-2' 16'-O• 16'-0- 18'-0' 30 16'-0" 161-0' 30 16'-0" t6'-0" 105INSTpal.A-SS CE GN P ESSUSHALBE TINGED TO MINIM MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 Psi.ASA.DESIGN PRESSURE RATiilG. Nt1! DETERMINED SPAN BETWEEN"Lt`AND"1.- 35 11V-10' 74'-10' 15'-2" 16'-0' 35 14'-10" 14'-10- 35 t5'-2i6'-10' 40 t3'-10" 1?'-10" t4'-2" t5'-2' 40 13'-10` 13`-t0' 40 ie-2' 15'-2" (3}PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 t3'-I" 13'-1" I3'-4' ib'-3' 45 13'-t" 13'-i' 45 13•-4' 14'-3" t HV CORNER CENTERMATE 83 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 60 1 12'-S" 12'-5' I 12'-8- 13'-7' 50 12`-S" 121-5` so t2'-3" i3'-1` MOUNTING INSTALLATIONS, LOCVJH0 SPECIFICATIONS YJ/Ft CORjCEIUNG MOUNTINGS: SHALL BE AS INDICATED ON UAA1DATORY CONDITION B2 55 11'-10' 11'-10" 12'-Y 12'-11' 55 ti'-t0" 1t'-Iq• 55 11'-t' 11-11' FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11•-4' 1V-4" it•-7' (2'-4' 60 11' 4' ti'-4` 60 20'-2' t2'-11' NOTE�5,SHEET S. RATING: 65. 10'-10" 10'-10' 11'-1' IV-11, 65 10'-t2" 10'-10" 65 9'-5• to'-1- DETERMINE: L1+= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 16-6" t0'-6' t0'-9" 1 IV-5` 70 10'-6" 70'-6" 70 8'-9' 9-4` L2+-MAX.SPAN FOR FLOOR/CEIUNC MOUNTING 75 141-1" 10'-1' l0-4` Tt'-i• 75 10'-1' t0'-1" 7S - 8'-9` tt'EXCEPT THAT LWOMUM SHUTTER INSTALLATIONS, 80 9'-t0" 9`-t0` 10'-0' lo'-9• 80 9'-la- 9•-iq" SPAN"L+'OR'L-"AND MAX11,1W A.S.D.DESINC FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE PRESSURE RATING FOR WSTALM(X'S INTO CONCRETE 8,5 g'_6" 9'-6• 9'-9" 10'-5` 85 9'-6' 9'-6" RATING: 90 9"-3" 9'-3' 9'-5' 10'-i' 90 9'-3' 9'-3• OR CONCRETE BLOCK SHALL BE NEMLIMITEAS FOLLOWS* Lt-- MAX. I- CONNECTIONS TO KEYSTONE MOUNTING Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 V-0' 8-9" 9'-2' 9-10" 95 9'-0' 8'-9" LIMITED TO +64.-72 o-s.t. AND W-0` SPAN, SEE L2-= MAX.SPAN FOR FLOOR/CEILING MOUNTING too $•-g" 8'-4" 9'-G" 9'-7' 100 8-9" 8'-4" MOUNTING OON SHEET 7. INSTALLATIONS. 105 8'-7' T-11' 8"-9' W-4" 105 8'-7" T-74" 110 8'-4` 7'-7• 8'-7' 9'-2' 110 8'-4" 7'-7' _ FINAL MA BETWEEN N li+9LE SPAN IS EQUAL TO THE 115 W-2" 7'-3" W-4• W-11" 115 8•-2" 7'-3" SEPARATION TQ GLASS SCHEDULE MNIL1utJ BE7YIEEH "u+: "12+, "L1-•AND-L2= 120 8`-0" 8'-2" 8'-9' 120 8'-0' 6'-11" (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10• 6'-8" W-O" V-5" 125 7'_10" W-8' AU.OYIAHLE SPAN AND NEGATIVE A.S.D.DESIGN 13p 7'-B' 6'-5• T-10' B•-1' 130 T-8- 6'-5` WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE LIpXIAIWd ANCHOR 135 7'-7' W-2- 7'-9- 7'-9' 135 7'-7" 6'-2' SPACING. 140 7•-5" 5'-n' 7'-7• r-6• 140 7'-5" ASTM E-1996 SEPARATION 145 T-3' W-8' 7'-5' 7'-3' 145 7'-3' T� GLASS 150 7"-2` 5'-7" 7'-4' 7'-0' 150 7'-2' S'-T 155 7'-0- 5'-5- T-2' 6'-9` 155 7`-0' s•-5" 1 THRU 3 " 160 W-11' 5'-2' 7'-1' 6'-7' 160 8"-it' 5'-2" 165 6"-10" 5'-t' 7'-0' 6'-4• 165 W-10' S-t" 170 6'-9' 4'-1Y W-n" 6'-2- 170 W-g" 175 6'-7- 4•-9' 6'-9' 6'-0' 175 6'-7' 4'-9" ISO W-6' 4'-B• 61-6• 5'_iG- iB0 V-6" 4'-B' jr) H V BLADE 185 6'-5" 4'-6` 6'-7• 5'-8- 185 6'-5' 4•-6- 190 6"-4" 4'-5' C-6" 5'-6' 190 67-4" V-5" 195 '6'-3' 1 4'-3- 6-5' 5'-5' r 195 6'-3' 41-3" 200 6'-2' 4'-2" V-4• V-3- 200 W-2' s'-2" 205 6"-r 4'-1" 6'-3" 5-1 1 205 6'-r ,4A r�.� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 1t� �„� •••••. / '•• C2017 TLTFCO.LIC. 02017 EASTERN METAL SUPPLY,INC. ''1`t\� 'moi ��►s :`'�' BERTHA Nv, _ - Accordionon System ILE C 0 m, A S $ Am H.v BLADE#1 W/OR W/O KV.WNDON MAE -O 2 Rjj ( TILLfi TESTING Ac ENGINEERING COMPANY American Shutter Systems x DESCRunOx oA1F ORAwxOA7E: 6r:t4 xv.L a <_ Association, Inc. 1 OLD 15-085 7/27/1 07/27/17 Dau 141w.ism. ,sro.sDs,nt .cAxa2 s ncaoA 331 4268 westroads Drive z Phma t(305)871-1530.Far:(305)871-1531 DRAWING No \ pt a-rtgl:Wtocoaoa.wm West Polm Beach, FL 33407 3 17-107 uO/ a,�y �,f� E9-C006719 4 'Sl'; IY ILL ,,I WALTER A TILER Jr.P.E. 5 SHEET r rLOPoOA Uc.9 44167 E. 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M�IINO aOOMiRi6lOkii�I�M�M7CfQ/dddOOM7 KNIMIXd�di�i>rddilli�oo�[� R�IFI7MT7da LI1�ii iZddi�Ri01==Fidi�iq�iCldOCi>dOdi;/iL70T�d =[l�iat'ddnpQSi�AiMMQM IM�aMT�d Ex ex a Opp��pp�QOpY QpdGd7pdmmdwiOn00OR=iMRAImgmagg dddM7diimO iid=dEid@dddd6II�l+G2 0�7i7L'>>diiCrmQdMnAVX=W§M dQdiad T t�lMUM ANCHOR r SPACING (in) SCHEDULE FOR A GLEN MAX SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A D "^f ECATiVF F.B9IING AtHD A CORRESPONDING ON SC TYPE FOR CONCRETE OR CON(k M BLOCK INCTALaTIONS (514 uOUNTINCS E O,&H ON HEE75 6&7) t.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POUr&D OW14REtE/OONdi£fE BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.ro-3 w) MAIDUUM OE WALL SILL MOUNTING @ CEILING MOUNTING @ FLOOR MOUNTING - 1/4.0 TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY f.LW.SUILOEX.(Min.re=3 IDN) ANCHORSSPAN SPMNG IEGENO - IJ4"0 x 3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min. 1'O=3 Ia0 (I} OCSMI xLGATN 0.WStGY NE91R$ L tW4tG ice. rt�eN km rIE RATING - 1/4"0 BLUE TAP CONCRETE ANCHORS Wj CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.Fe-2 k67 TAPCON OR - T/4"4 TAPPER+ANCHORS AS MANUFALTt1RED BY PLiWERS FA57EN}7tS,MC.,ANO DISTRIBUTED BY ALL POINTS SCREW,BOLT&Sp<CMLTY 30140 60 75190 12011601205 SO a0 60 75 90 T20 i6C1 205 30 t0 ii0 75 90 120 160 205 TAPCO.Y WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THC AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. f4 12 10 g 8 6 s " 14 12 10 9 e 8 s 6 14 1z 10 9 6 n 6 6 THREADFORM TECHNOLOGY (Mm.Fc=3 k41') 3^0' 14 12 1019 8 8 6 6 14 12 10 9 S 8 6 6 14 12 t0 9 8 8 6 6 �P00IT5�D-SET OR LESS 14 12 f0 9 0 B 8 6 14 12 f0 9 8 6 B 6 t4 12 t0 9 6 8 6 S BLUE TAP Yl/CAP NOTES: 14 12 10 9 8 8 6 7 14 12 10 8 H 8 6 6 14 111 t0 9 0 8 6 8 TAPPER+ AT}MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WtM ADVANCED THREAOFORM TECHNOLOGY ANCHORS AND TAPPER+ [1'4 12 10 @ 0 7 5S 3.5 14 12 10 9 8 6 6 8 14 12 10 9 B 6 8 5 ANCHORS IS 1 3/4-,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4,^0• 12 10 9 8 8 6 6 14 12 f0 9 8 6 6 t1 14 12 10 9 0 8 5 .5 12 10 9 8 6 6 4 14 12 10 9 8 8 6 4.5 14 12 10 9 8 0 4 35 0.2)MINIMUM EMBEDMENT OF 1/4"0 x 3J4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/6'IITq THE POURED CONCRETE.NO EIABEOUEM 12 TO 9 9 8 6 4.5 14 12 10 9 6 8 6 5.5 14 I2 10 9 8 8 6 4S . INTO STUCCO SHALL BE PERMITEM 1/410-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 12 10 9 7S 55 35 - 14 12 1088 65 14 12 18 9 8 7 53 4 1n1,11,A0,a 19DOST.ANO I'MINIMUM FOR WAt115 W1M INT)STUCCO. IZ /0 9 5 8 6 8 14 12 10 9 a 0 8 55 14 12 t0 9 8 8 6 4.5CN¢'t2 10 9 8 ? 4 - 14 t2 10 9 8 8.5 S 3S 14 12 t0 8 BS 5 3S 3 0.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR AdNY MEER BE FOUND ON THE EXISTING WALL OR FLOOR, 12 10 9 8 75 4S - t4 12 t0 9 8 8 6 4.5 t4 t2 f0 9 R 0 4.9 .75ANCHORS SHALL BE LONG ENOUGH To REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDIC TED ON 12 95 7S 65 45 - - 14 72 10 9 8 75 55 4 14 12 10 9 8 6 4.5 35 NOTES AL1)&A2)ABOVE.FOR INSTALLATIONNS ON VINE SIONG OR En VAIN OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6`-o• 12 10 9 8 8 6 - 14 12 10 9 8 8 6 S 14 12 10 9 8 H5 9 35 INSTALLATION INTO EIFS WTIN METAL STUDS SEE SHEET 2a 14 12 10 9 7.5 55 3 - 14 12 10 BS 7 5S 4 3 14 12 8 &5 S5 4 3 - B TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 i2 10 9 8 6 - - 14 12 10 9 6 8.5 5 79 14 12 10 STS 8 5 4 - ()1/4`0 TAPCON OR TAPCON VATH ADVANCED TIHREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT•W.OUILDEX. 14 12 8 65 95 3 - - 14 12 10 9 8 BS 4S SS /4 12 ID 6 7 5 3.5 3 - 1/4'0 x 3/4"ALL POINTS SCUD-SET ANCHORS.AS DLSTR18UTEO BY ALL POURS SCREW,BOLT&SPECIALTY COUPANY. 14 f2 f0 @ B e - - 14 12 10 4 H 7 5 a t4 12 t0 9 7S 55 4 3 _1/4-0 BLUE TAP CONCRETE ANCHORS W CAP AS MANUFACMIZEO BY FLORIDA FASTENERS DIRECT.INC. 7'�q` 14 12 10 8 6,5 4 - - i4 12 9 7S 6 i5 3.5 - IS 0.5 7 53 45 35 - 14 12 10 0S 7 4 - - 14 12 t0 9 7.5 5.5 4 - 14 12 9 7 75 45 - - - 1/4"0 TAPPER+Y OTHER AS MANMFACTUAED!TI'POWERS FASTENERS,Na.AND di WITH TH 6Y ALL POINTS SCREW,BOLT A SPECIALTY 1* 14 it 7 ISS 45 - - 14 12 10 IT 7.5 55 + - 14 12 9 7 6 45 3 - COMPANY OR ANY OTHER APPROVED LK£tNSED OR FUTHOWZED VENDOR REGISTERED WITH THE AAET8C3H4 SHUTTER SYSTEMS ASSOCIATION.INC. 8-0` 14 12 10 9 8 6.5 - - 14 12 10 9 8 e 4 - 14 12 10 8 65 5 33 _ NOTES: i4 f2 6S 7 55 3 - - 14 12 8 65 SS ♦ 3 - 25 95 6 5 4 3 - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPOCN.BLUE TAP.W/CAP ANCHORS ANT)TAPPER+ANCHORS IS 1 1/4*AND TAPCON 14 12 9S 7S 6 - 14 12 95 8 65 5 - - t4 12 e 6 &5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS 15 1'. 1 95 BS S 35 - - td 12 10 8 6.5 5 - - 14 12 8 65 5 4 - 9,-O. 14 12 10 9 B - - - 14 12 10 9 7.5 45 - - 14 17 85 7 5S 4 - - 8.2}MINIMUM EMBEDMENT Of 1j4`0 x 3/4'ALL POINTS SCUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 lf5 75 6 4 - t4 11 7 5S 5 3S - - 11 8 55 45 35 - - - EMBEDMENT INTO STUCCO SHAH.BE PERMITTED, 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE T t/2'LONG MINIMUM SHOULD STUCCO 14 12 a 65 45 - - 14 12 9.5 7 55 4 - - 14 05 7 55 6 4,5 - - EXIST,Alto t'MINIMUM FOR WALLS PATH NO STUCCO. t 0.5 55 4 - - - - 14 12 9 7 6 45 - - 14 11 7 55 4S 3,5 - 10'-0' t4 N2 10 9 7S - - - 14 72 10 B 65 5 - 14 12 8 8 5 4 - - 8.3)IN CASE THAT PRECAST STON£.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 10 7 9 35 - - - 13 95 65 5 4 3 - - f0 75 9 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAND WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 tt 7S 5.5 - - - 1- 14 11.5 9 6 5 4 - - 25 95 6 5 4 4 - - NOTES 8.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR OFS YAM OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOS 8 S - - 14 12 8 05 5.5 4 - - 13 t0 65 5 4 3 - - FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - - 14 12 9 7 6 4.5 - - 14 105 7 55 4.3 35 - C ANCHORS SHALL 8E INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12.5 95 6 - 12 9 6 4.5 4 3 - - 9 7 45 3.5 3 - - () 14 10 7 - - - - 14 105 7 5.5 4.5 - - - t/5 ILS 55 49 75 - - - (p) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 05 7 45 - - - - 14 11.5 7.9 8 5 - - - 12 9 0 45 4 - - - 14 12 10 - - - - 14 12 8 65 95 - - 13 10 6$ 5 4 - - - FOGE DI`+TANCtr tom+RSDS SPACING 4'CHEDULF FOR ANCHORS.• 12•-0'115 05 4.5 - - - - 11 8 5.5 4 3S - - - 0 6 4 3 - - LIMMUM ANCHOR SPACINGS ARE VALID FOR FOGE DISTANCES INDICATED BELOW.FOR E•D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 13.5 95 8 - - - - - 13 95 8.9 5 4 - - - 1" 6 REDUCETIDSPPACINGPACING SHOWN OBTAINED NG NFACfQ.4SCHEDULE 5HA LLNOT BE FOLLOWING LFtw5 THAN MINIMUM SPAGNG INDICATED FOR EACH ANCHOR TYPE. 9 6.5 - - - - - 14 705 7 5.5 45 - - - It 65 33 45 35 - - 13'-0' 14 12 - - - _ - 14 1t.5 Z5 6 5___- _ - 12 9 6 4.5 4 - _ FAH:TOR os e - - - - 10 75 5 4 3 - - 7.5 55 4 3 - AGTun1 TAPCON WITH ADVANCED TAPPER + 125&5 - - - - - 12 9 8 4.5 4 - - - 95 7 5 4 - - - - S L ASC pg EDGE TAIRCON THREADFORM rECNNOtOGY ALL POINT SOLID SET BLUE TAP W/CAP MIN.SPACING 8 6 - - - - 13 9.5 65 5 - - - 05 75 5 4 - - - LA.1DE DICIANCE a 0 - - - - - 14 105 7 SS - - - - II 8.5 55 45 - - - E.D. MIN.SPACING+•3• MIN.SPACING m 3' MIN.SPACING-3 1/2` MIN,SPACING m 3" 3 3/4' 4' 14'-0" 14 75 _ _ - _ 9 7 a5 3.5 - - - - 7 3 3S 3 - _ _ _ 1 DE POURED CONCRETE& yip ara�TE oxNrt€TE STOCK POURED CONCRETE& POURED CONCRETE&ax9aD mrcrs7E DaDaTE BOCK 115 8 - - - ii H 53 45 - - - - 9 6.5 45 - - - HV WINDOW WNCRE� IDN Ea"3 Ilr MN ED.•2 t/Y CONCRETE BLOCK CONCRETE SLICK IDN ED.•3 IT MIL ED..21/2' MR EO.3• M.N.ED..3 1 IDI,ED.•r 7.5 - _ - - _ _ - 12 9 6 _ - - _ _ 9,5 7 4.5 - - - - - 3• 0.90 t 0 084 1.0 - Nos 6 5 - - - - - BLADE WORKING 1.q oaB t q t4 - _ - - 135 l0 65 _ _ - _ 2 1/2' 0.81 1.0 0.67 TO 9 _ _ _ 5 3 - IN UNISON 6 4 - - - - 2' 0.71 - D.5t 115&5 5.5 - - - - 9 65 45 - - - - 1 3/4' - 0.91 - - - 0.43 - 12 95 6 - - - - - t0 75 9 - - - _ _ 1 1/2` 0.35 - - _ 0.35 8 4 8 45 3 95 7 s - - - - H 6 4 - - - - FLORIDA ROILDING CODE(Non High Velocity Hurricane Zone 072017 EASTERN METAL SUPPLY. INC. T.. ozo17 mrEctl,INC. BERTHA H rM vcFN' r = S S A Accordion Shutter System 1 L E C O iHc. A. ■ ■ ■ Tiv 631DE$T w/OR w/o RV.NtNDOW a" American 3tillttHBr Systems CV.N DCSCMPDCII DATE DRAWN Sr. I. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 15-085 7/27Ji DATE: 07/27/t7 6346 UAL 36SR.fit.Sim SD5.MADIM GAR00'S.rLMOA 33161 -iC-rCi--pp -'^-y�. • Rhone:(309)8nwil:O0.Fox:(305)871-1531 4288 Westroods Drive 2 DRAWING No (+` �III�P t4 LHA a-mob: 0006Oeolcom West Palm Beach, FL 33407 3 Z�tS1A••••y'.,....s• k,H11 ES-0006719 ITLUT,9 A17-107. 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P P P P U P U P P 4 V U V P U w P V P V U V w P U w P P P P V U P U N V -�1 O V N V P}P w U N P w U V V w w U V w P P P w P V U P P N P P w V w w P P U P V V Y.V U U V P U V$ m .. rP V N V V U P U V V w P V V V P U P V P P N p ice Iw � > O' 2 I I I I l P I f I P 1 1 1 U 1 1 4 V 1 1 4 P 1 1 P 1}F P u U}P U w U F U U P 4 u U U V w P U P P P N V Q O n ��E � S f i�f i i F{ i (a 1 1 1�i 1 r i l l w 1 7 1 P 1 1 G P t I G P l a w w u��.P .P P.... v 9 O 1 P 1 1 u P It 4 P 7 a w P u P P P a P P 1A V 0 (} W, 4 � z �1-C 1 n� m 1 C� G O COO,O \ Cn'1Ne CD ro.W— b)+� LAI m caupto O-a=c W ��Ofz" �i0 S N 7� r W A 1Lr1i� Z-p 1�fi1 y Ic z '1� fnln�A ��o -1 z p 3 ( I� 1 I "rn wN;D m o2ry o mo a1 m P } 2 O U rn o € m r � O rn N <4 V _ K 14 Z O 7 CD ro Cp N ro MAXIMUM A.S.D. DESIGN PRESSURE RATING (p a f,) AN Q CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A RAN MAX. SH TL R SPAN N »ATNF A.S.D. DESIGN PRESSURE BONG AND A CORRESPONDING M01UN11NG TYPE, (SEE THOU Mt4S ON SHEETS 16&17). =-Z L_.! B I=--T F;;Z i. SOU7YIERN PINE No. SPRUCE PINE SPRUCE-PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2-MIN. COX 2 W/MIN.G-0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G-0.43 W/ MIN. G-0.36 PLYWOOD �UGlGAm5gFAIR 17/ W/ MIN. G=0,43 Y! MIN. G=0.36 SPAN ot) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOVNT'i WALL MOUNTINGS 8.0.WALL MOUNTINGS 8.0.WALL MOUNTINGS B.O. WALL MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS P & Q S&V S&V L &V W& x W& x W& x M=IF0Sd s0Aa=(} 57D1 *1LICd R13TFS LAY:(1� r-0t,R#LCrd 6TSakEE4L{1 OS21 A4ffi7E# Eft3C( 59,997A728S3PE EC%(tUj SFX t£?'.EAEiS17 YY..t71} ti3011F7 fRtls1:0.7r.(F� tLc®e(DK FlR�^FEF (p) pD7+49aE ua{ Ica 0301 KD:L11L`7FSfUK�+� JO b0 80 75 90 05 JO 40 60 75 90 OS 30 4D ua 75 90 05 30 40 100175 90 05 30 40 60 75 90 05 30 40160175 90 05 30 40 60 75 90 05 30 40 60 75 90 OS 30 t0 GO 75 90 DS 30 40 60 95 90 05 '-q•OR 12 10110 9 8 8 6 6 6 6 6 6 1211011019 8 S 6 6 6 8 6 6 12 110110 9 $ S 8 6 6 B 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 iZ 12 12 4'-0' 12 10 10 9 8 8 6 6 6 6 6 6 72 10 110 9 S 8 8 fi 6 6 6 6 12 110 110 9 $ 8 6 B 6 6 8 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 72 12 12 12 12 /2 12 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10110 9 8 8 6 6 6 6 6 5 12 110110 9 S 7 6 6 6 6 8 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.: G'-0' 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 ,5 S 4.5 12 10 10 9 6 3.5 6 6 6 6 5 45 6 5 4 d .5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 6,5 7•_0• 12 10 10 9 65 4 8 6 b S 5 4 12 10 10 9 5 3 6 8 6 5 a SS 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 10-58.5 7.5 8'-a' 72 f0 t0 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 5 -5 3 12 10 10 4 - 6 6 5 .5 .5 3 6 5 4 - - - 12 72 12 12 12 12 12 12 12 12 11 9,5 12 12 1.5 9 7.5 6.5 g•-p' 12 10 16 5 35 - 6 6 5.544 35 3 12 10 9 4 - - 6 6 45 4 3 3 12 10 4 3 - - 6 6 4,5 4 3 3 6 5 3.5- - 12 12 12 12 12 0. 12 12 12 1 9.5 8.6 72 12 W 8 85 5.5 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 a 5 S - 12 10 3 - - 6 6 a .5 3 - 6 5 - - 12 12 12 12 1.5 9.5 12 12 12 10 8.5 7S 12 12 9 7 6 5 12 10 5.5 - - - 6 6 45- - - 12 10 45- - - 8 5,5 3.5- - - 12 10 - - - - '6 5S 4 - - - 6 5 - - - 12 12 T2 12 t0 6,5 12 12 12 95 8 7 12 12 8 6.5 5S 4.5 12'-0' 12 10 4.5 - - 6 6 4 - - 12 IO 3.5- - - 6 5 3.5- - - 12 10 - - 6 5 35- - 6 5 - - 12 12 12 1.5 9.5 8 12 12 11 8.5 7 6 12 1.5 7,5 6 5 4 f3•-p' 12 10 t - 6 6 - 12 10 - - - - 6 d.5 - - i2 ,5 - - - 6 4.5 - - - - 6 4,5 - - 12 i2 12 f0. 8.5 .5 i2 12 70 8 65 55 12 0.5 7 5.5 4.5 4 14'-0" 12 tp - 12 7 - - - - 5.5 4.5 - - - 12 7 - - - 5.5 4.5 - 6 3 - - - - 12 12 12 9S 8 8 12 12 9.5 T.5 8 4,S 12 0.5 8.5 5 4 315'-q' 12 - 12 _.A- - - -^ 5 - - - - - 12 - - - - - 5 ^ - - - 8 - - - - - 12 t2 74 4 TS 5 12 i2 8S 7 8 4 12 9 6 5 4 - 7B'-0' 12 - - 6 - - - 12 - -- - - 5 - - - - if. - - - - 5 - - - - 6 - - - 12 t2 10. 0.585 a 12 t2 $ 0.5 5 J 11. .S 5.5 45 3.5 - (10 HV BLADE OR I HV BLADE-..W/- HV LADEW/HV WINDOW BLADE WORKING IN UNISON' .GEE USW$-a Usc FOR 0!{!Y,I oR T/lCF 19 + NOTES ON ANCHORS REQUIREMENTS: WQOD SUBSTRATES, 1.ANCHORS TO WAIL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SMALL CONSIST OF THE FOLLO'WWO: -SOUTHERN PIKE Na 2 W/0.0.55(ND.S) -1/4'0 TAPCON ANCHORS,AS MANUFACTURED 6Y LT.W.BUIDEX W/LCNAIUM MEDUENT AS WEIVATED AT -DDUCLAS FIR W/G-050 EACH SECTION ON SHEETS 16&17, -SPRUCE POT_pR NORM W/Cu0.43(NAS.) OWT101L•SEE NOTE 2 6ELON, -SPRUCE PINE FIR SOUTH W/G-0.36(N.OS.) -MIN.1/2'COX FLW,000'(1988 APA) 2 ANC14CRS TO HOLLOW GISMO SHALL,BE AS PER MOUNTING TYPE U,SHEET 17 AND SOIL 00*1ST OF LAO SCRINS AS FOR NOS 2015 SPECIF1CAMOtM 4.ANCHORS SMALL BE INSTALLED FOLLOWMO ALL OF THE RECOLUAENDATIONS AND SFECBICATIONS OF THE ANCHOR'S MANUFACTURER. ;IrAAA"""'�•. FLORIDA BUILDING CODE(Mon Nigh Velocity Hurricone Zone ctc11�'P. y/f•y� 102017 DLTECo,INC. 020117 EASTERN METAL SUPPLY, MC. �1 .tcFNs�:.., #i BERTH HVM stemrAccordion Shutter Sy riM�rcoiuc- A. .S A. IV. RADE#i W/OR W/0 H.V.Y11=W RADE ' 7 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems LV.14DESCRWMN DATt OWN By. LG Association, Inc. 1 OLD 15-o857f27f1 DAIS 47/27 17 ti, ssse ILW,7d9<5i Phone (30S)07711-1570.FN:(305)9S711-153-153 1 acs,v.Rg18A oa1Da1331 4268 Westroods Drive 2 DRAWING No : tS1'�y /L Q ^� 11t a-moa:61m<cp4oLca� West Palm Beach, FL 33407 3 17-107 F �/LF+L ES-0000718 - WALTER A TI LIT JJ,P.E. 4 1 7-1}�V7 �� FLORWh Lk.(T 44167 5 SHEET P.E. SEitCf WIA`I'l1RE/DATE D 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & aH♦ BLADES AS APPLICABLE SHUTTER SPAN + O L— O I STALLA IONS INTO WOOD WITH, V SLADE i LY SHALL WALL r"°S` BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE A G E SHEEJ 19 OR MAX SPAN & 114.0 TAPCON OR DE IGN PRESSURE TNG OR I T LLA NWT S DE & A WO KiNG I UNISON TAPCON MATH ADVA14CED I ,la'0 rAPcorJ OR t TWREADFORJU TECHNOLOGYIV W/f 112'Mtn.PENETRATION /� TAPCON W11H ADVANCED THREADFORM TECHNOLOGY OF THREADED ARRA TO } / 1/2'Min.PENETRATION Of THREADED AREA TO EXISTING EXt5fiNG WOOD HEADER. i � t't000 HEADER.(SEE SCNEDUiE OIJ St$ET,9) ' TOLD� '' ' 1 OR t(�y (SEE SCHEDULE LUJ SHEET 15) f tt /� / 1/4'6-20x310•S.S.MACHINE �.^SCN'DLtE CRJ St10:T i &@$ SCREWS W/1/4--20 NUTS I 11 ON OR BIADE 19 FMS 3 s° I, ® Iz'O.C. . EXISTItJG E E'AM(D i; ,. � �1r1111 � GLASS-.•( I; ( "�+. ;� iv c 92 f I! aR 1 n F _ YFlNH I i 3�PTIONAL e CXrSTINc nun. FUJISH i iXl1♦ vOR l�J 2'•x4•WOOD (j��♦ ,;.- EXiSTENC MIN. I:/'' e HEADER REQUIRED i ( 1 GR 1j'a TAPCON OR TAPCON WITH ADVANCED `^' a HEADER REOUIRED I t yy _ THREADFORM TECHNOLOGY W/ 1 1/2' OL e ' 11 , ?^' EXISTING 1 NSEPARATION ))p�4 }}l GLASS---3 TO p!�(SEE I I �'} }{ {1} y} Mdin.PENETRATION OF THREADED AREA 70 Y.—SOEw ON St�ET EXISTING MIN.SEPARATION To GLASS ( I 1 1( 1l ' 1�1: .I E)USTS�G WOOD HEADER ,s e ,1 FOR[RADE(DAND GLJ��iS^•-1 (SEF SCHEDULE ON SHEET 11) y ) ON SHEET t3 FOR t44111 y� 7 2•x0'CONT.SILL @AOES(D& KATE RCO'D. &HV WALL HEADER INSTALLATION + &O HV WALL SILL INSTALLATION Q HVWALL HEADER INSTALLATION CLASS TO I I EIDSTI7JC i MIN SEPARATION TO GLASS ' ' ( (SEE SCHEDULE art SHEET 111) ) F""—"{5EE SCHEDULE ON SHEET it) G+fie 4 2'xd"CANT.( WN.SEPARATION TO CLASS I I 2 ,,,�./e (SEE SCHEDULE ON SHEET 1 t) ( y ! a moo PLATE y t ""� • tj4'd-20:3j4'S.S. `v REO'D. 8 I 1SCREWS e fdACHtNE SCREYJS LHI �lR�,+S S.S. a US11+0 1/4"-20 NU75 I ! I, i © 12'o.c. ?;I v� l-FlN�isH ! y . f oc'-zo Nurs 1Y I _ _,��`1 I 1 ��� Yf=f i i fS :.• 1 ORiB II 1 OR1 1 oR15 I OR 27X4"CONT WOOD PLATE I% y l i fff I tt REO'O. j It t •-E4�• Et 1'W.. 1,•r } t 1 THRTHR TAPCON OR TAPCON WITH ADVANCED EADfORM TECHNOLOGY N/ 1 1/2' 4 1 } •�� + 4 t aEo"cover. 1I aosniG xooDTIa"JLErooFEEADED ARTA To Ij4'0 TAPCON OR TAPCON Y,TTH ADYANCEO 1,1,t i� 'S 11 '",i T 4'o TAPCON oR 'DIEE ' u jLATEI (SCC$ONEOULC ON SHEET 15) THRFADFORM TECHNOLOGY W/1/2' J I ,!. -�� TtMCON WITH ADVANCED ,-SEE SHEET 4 FOR TYPICAL 1 ro• j}t I WALL FINISH I 1Ill •• ; Min.PENETRATION OF THREADED AREA INTO PLYWOOD 7HREADfORh1 TECHNOLOGY SHUTTER ASSEMBLY. I �'t•I L 1 i�t h i (SEE SCHEDULE ON SHEET 15) DMING MIN.2'x4' if2' N.CD t STUDS O t6'O.C.MAX.^,PLriY00D RED'D. W/ 1/2'Min.PENETRATION OF 2-MOUt:SECTIONS CAN BE t 1/2'MA.COX PLYWOOD REDD, WALL FINE iIiREADED AREA INTO PLYi:'OOD COMBINED IN ANY WAY TO � REO'D.PLYWOOD 70 BE (SEE SCHEDULE ON SHEET 15) SUIT ANY iNSTALLATLON, @ HV WALL SILL INSTALLATION STING MIN.2'x4'STUDS 0 16'O.C.MAX.REQ'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WRH SECT}ON 2306 Of THE F.B.C. SECTION 2306 of THE @ j VV.WALL SILL..INSTALLATION •SSE T�*+s ' ALL SILL INSTALLATION F.B.C.fB.c. etADE °"SHEET 1e Atiii„. FLORIDA BUILDING GODS(Non High Velocity Hurricane Zane T 02O17 EASTERN METAL SUPPLY, INC. 1f1{1 /�/� - 02017 TILTECO,INC. _._ A S S A BERTHA te TM �' Accordion Shutter System 11�. E i p c. ■ ■ ■ ■ v MADE w/a�w/o rtv tiNroaw GLADE * _ } American Shutter Systems Z,T; ;,,may/f� TILUT TESTING & ENGINEERING COMPANY y •N DESCMPOR DATE OW.TJ Br: L.C. 'pertrk .1a i Association, Inc. t o!0 1s-Da5 7127117 DATE. 07127f17 8159 Nb.3818 St»Stw 305,NRGRI'A CxAaDJ5.F1aFIDA 331 6 • Phone:(105)871-1930.Pox:(305)1371-1531 4268 westroads Drive z �+ (fRIpA,;”! � _.01 Llteco0aoiaam West Palm Beach, FL 33407 3ES- DRAWING N/oy IL�s1, ...........*'0" ,111 WALTER A900uTi6TIUJr ,.PSE a 17-1 V7 F.E.iftl't4 DAT€ FLORIDA u0.P 001sT S StlEE7 6 16 OF 20 or rwRtAoEo AR ` END INSTALLATIONS HV BLADE OR 42 WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 1"rd•ur.,l.xv00 �SRIOS M'0. Yat'Vtv.wow `•4'f1Ct \ 1 1�. w , •'tU05 REO'D. AVGp Ow" •• `•• W'a TMtAN I' a. . r ! ! Ys•vaa (Ax aruc.Oa) i A /(=' �.r+r o a•oL a srm CL455 ! xl�'�': I n w�tox A \14 r:/ra n\, ti . — -ri oroa'f Gnat t/2-u�nt.cox t• m a== 1 tcv s vuatar _ wt OI.uwun fDip41L a R41 Fi lm= D3tmulS ai aav m aAM t41 VY A@i.COx ro CU59 t02 ti EOR aaLt mcn Lica• .... aD¢eu a,ucxr xrxl>rD. .. �iaTrAE rn asEr eAmm'a fibs tares-r6}cart. Y azZ/z"wn.arx ia+ m°t'`ts rmaR'a° - t/Y t1 rwmun i1 Eaq H.EC d?ao AWY.[LASER ELYcoa3., 9uSPat(q «� o1 YFt$I IR� i CH OfIf,9 I i�• N ERNERI it }}/Ci EtaSR ( axsas& ' LLR76(Oh prco/z'su,. } , trs+rnrutti•>'.ih•.v-t• _^�—-��' 016 as dia1J I sws t,un+w a.P trnl O,e Dt:. _ (r44i-T4 ear)o v4xewlr r I� � J i to 1,�,1z•sYs m(a�P axc DETAL x ro QOR • D3 fN CCr a. 1 OR S !r (; ss=DDxtcCrxE ��JJJj(�}-� SEE COAL x FOR i�4.7� � TO 1r•ACnI SSCE Chit:c FOR •Q�«�•©w(�.�.(�,P ^zP(s«O O�3-L^a.Q. / SCE Ca'e Cr= m t wf3•©-pwr. w tR TRAa$ _ Tw.txs , •• £$'•�.�Srtg.(e�.e�. t�•G?•�'«U•�"�,' �.Caw,L3.�aP�.�« Cd«t`�•f±}-'BJp.U. �§,L�•'�..Z3.,,�y,.� {$•4q,.G3•t+�«C)„p• Q.=eg.,tR.�p.;Lq.� (e)•to-'LF'•r3«�•(i O AHD CONNECTION DETAIL\7'� END CONNECTION DEETAIL TAI �� d Sa•� END CONNECTION DETAIL 9 END_CONNECTION DETAILCO flt15'ftS •RLAG:Q1 R1Y F¢SP.n:,DIRTIER r.V.v tY-C• a•�SRAS Ri'O'D ���+++/4•P MP"...0(045 if4'P FA3MI At piw}pY SwS ($!i t/2•uec r/I,/Y uac oto aG , L-4-= J P14tC+(i FONCiR/.T01 O 12.OL pt�illRAMti O 1�”OL bt /AA171 � SEE U AStOkS Or USE FOR .04xzcxet • .t•. •. 1/2'Er»c 5D[D1eE ai sas 4 GLADE t t ON SHEET 19 ism 1,VC4 RAM {AQI I�a _ 0i C4t4 f CR�4i C' a,cV QQR • 1 /Y i ! •v.Rt / �, (DOR 13• d r.e W.WmJ � xu� �'�•Q`©'<e} I�'t3' L9aaL34a t�oRL �+EY� p,.s. rra RED. M N PLAN DETAIL X END CONNEC IKON DETAIL fl, END CONNECTION DETAIL f2 FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone' T,1 t�+• ��+� 01017 TILTECO,WC. 92017 EASTERN METAL SUPPLY,INC. BERTHA HVTM A.S.S.A. Accordion Shutter System KY. BLADE#1 W/OR W/0 N.Y.W1rDaN BADE TICCIT TESTING ENGINEERING COMPANY American Shutter Systems EV,R DESCWPTMEI DATE DRAWN BY: LC_ ; c 6 Association, Inc. 1 OLD 15-0e5 /27/17 OAte 07/27/17 6355 N.W.36t+.SL.Era.30%KRCNIA CARMiS,ELDfNA4 33,6 . ' Phone:tsas)s71-153D.ra::(3as1e71-15x1 4268 Westroods Mve 2 DRAWING No •-nmT:InkenacPleon West Palm Beach, FL 33407 3 .stS1••'y•�.........+ `.�,. E9-0008718 7 7 �OtV�I� ..•• WALTER A.TIWT Jr.P.E. 4 1 ���" FLORIDA Lie.d 44167 5 P.E. SEALJSIGNATURE/DATE s SHEET OF 20 •� AI. I QATION_ AND CONDITIONS OF USE FOR RERT'HA A Q ' ' 1.UNC.A.S.D.OE5174 PRESSURE RArNOT+110,-110 P.s.T. 2.UAX.SHUTTER SPAIt:98' 3,ALLOWED MOUITRNGS:A.0,0&H OTI SLEETS S.7;AS WELL AS MOUNTINGS M,0.T.U&W all SHEETPS/t i8&117, t� a 4,.ONLY CEHfERI SY( Q O—OR' EXTERIOR ACCESS 510E Or OPP LNG 4,:J„4 w h (I27t�40UT #16"TRfC,iL T.ty,_EA.EUD • • • • • "• "' "" 5.(A)HV WINDOW BLADE(9 SHALL ONLY ALLOT!A UAWAM OF 5 OPDXM (3-11 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. 4 � (B)-Uft#.=ARA##CE may TOP OR BOTTOM EDGE OF NV WINDOW BLADE 1'9' A1A1L 5 7.iND87#; • s t s "• "+ 3A' "' OF ANY 3'0 HOLE FOR®SHAM BE t r. ALLO'7#ED AT NY 'u1 WINDOW BLADE - (C)FIRST OR BLADE COWN11 OUT FROM STARTERS AT ENDS MAY BE NV 1V WINDOW BLAOE Vi + • • " (0)HV WINDOW BLADE 9 MUST BE USED ALTERNATE TO A SCUD Mt FI AOC TQ THROUGHOUT SHUTTER'S WIDTH. .o • • • • +#ffi '* 'E)A 1 AT IAllALL ERHER 510E OF AT EM. INSTALLED ADJACENT TO A SOLID HV '� HP SEE ENO SHE INTERIOR OFTHE OPENING BPROTECTED. TFC KV W#DON4(,jF MUST BE CONNECTION • + • • • ONLY¢#STALLED AND LOCKED USING A HV SER1t10 TOOL PROVIDm BY ASSA. DETAILS ON SHEETS �� a "• '. . � INC. 10& 18 TYR. 3° ILL.HEHT, H G.SEE ANCHOR SPACING SCHEDULE FOR rSTALLATIONS INTO WOOD FRAVE ( t AA B d BUILDINGS ON SHEET t5,AS UMOED BY SPAN AND DESIGN LOAD(SEE NOTES NOTES ryp e✓ 1&2 ABOVE). r CONCRETE OEE R CONCRETE BLLOCKK WALL ON SHEE 2&NG SCHEDULE FOR NSTALLATIONS¢13 AS UURED BY POURED SPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). jj -911 �( 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER AST#A E-1996: 45„ "'TYP�TOP&BOTTOM IttPEMCN25) W ' � Gay1 WIND ZONE Milim SEPARATION TO CLASS UN D H (O� �) LIMIVED WIDTH i MRV 3 t' E EVATIONLUL SEPARATION TO GLAS 4 5.05- __1 EX15tItIC CLASS SEE so zDm at#SHEET it FaR BLADE ASD CA7 TN6 SHEET FOR BLADES ID 4� ____________ __________ �=-_ 4 �� �,��� n-a W1&MMIOR ONW P. C� / �8-9 / to, 'j r SYUM LCLT,TERI.LgTESb@ W/a OR ps um ,.,//a tS NOTE 4 ABOVE PLAN~ TYPICAL HV BLADE WORKINGIN UNISON WITH HV WINDOW BLADE 1A SHUTTER* 110011"fA "••.. FLORIDA BU1lDINb CODE(Non High Velocity Hurricone Zone' iv, T/�,: 02017 TILT=.INC. Q12017 EASTERN METAL SUPPLY,INC.sF''.. BERTHA E t TM ASSt,A. H.V ,� � `� TI. E c O iNc. . . Accordion Shutter System . MADE CR W01 OR W/0 H,V,WINDDW' ADE American Shutter Systems BV.N OBSCR-06 DATL ORA- .BY: L.C. TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 7/27/1 OAtE 07/27/17 635S N.W.xw ST,su.095.1+A=JA aASMO,FLCROA 33id (305)971-1530.r-:(305)971-1531 4268 Westroads Drive 2 DRAWING No S5/ a-mole 014coow.com West Palm Beach, FL 33407 3 QNAI ES-0006719 3 17-107 WALTtR A•ALEit Jr.ME FLORIDA 1&.#44167 5 SHEET P.E. SEAS./SIGNATURE/DATE 6 19 OF 20 i{14V-2=531 1/�0.439•TktC1t ` INSTALLATIONS WZ a) HV BLADE & HV CENTERMATES -12000 Mox.l-• 2.(Va A-653 OWE 40 tin. VARIES ' Q U11M G-60 MY.57Ea. 2 Mux. (}� .p83` s 77 UETAL STUDS AT i6-O.C. W 43b INTO METAL STUD WALLS , "�Z� -------- 06 o c. 40 41 f,op '� W - ---- 1/2- 47s• 3 3a .114"o NOMINAL _ —7 ! !T 0 CO F ALUMINUM_SLEEV 43•a 43o b 12 1 o t A l 0 Si 6063-TS ALLOY 1 3/4•x 6 t/4.MV TH=W SYSTEM INSTALLATION dN TO METAL STUD WALLS CONT,CALM,'STEEL.iRAcx CKAt1tEL ®6'O.C. 4 6'D.C.^t i w s ASTM A-653 ORAOE 40 M:1.0-60 3 SEPARATION TO GLASS SCHEDULE 3.000^ CALVAItQCD FASTENED TO STUI , ;i � {�-idax. W/(7)/6x1/7•TEK SCRM o1+ I MSMIGM�✓� 34 1 $ 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) II+TEPIOR k EknMR FACE I 2. MAX. SHUTTER SPAN: 84" WINO ZONE MINIMUM � ASTM E-1996 SEPARATION -J a36 1ENcm + 1• EMSTINO CIAss_j MIN.SEPARATION 3. ALLOWED MOUNTING MS ON THIS SHEET. TO GLASS CLASS =~—(SEEDS4DUULE) ' 43 43 164'0-203- BOLT 4. gNLY ENTERMATE 21 Wj 24 HV LOCK ARE ALLOWED1 THRU 3 1' {Tt3�.} W)fFt 21 ARRANGED A S METRICAL LAYOUT, MUST PENETRATE 3c 1" c USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4•.6 1/4.0.039•Twat M;+.= EXISTING FIMSH 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF CONT.GALV.STEEL TReCK c!"to i AS APPLICABLE AStTA A-653 CRADC 4O,rte.G-6o CENTERMATE. c,: .2sa• CN.VAJQED FAMED TO STUDS � (7>I6.19 EAIgR 4 e� FACE p 0'O.C. 6 6"O.C. r' 1/4 0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR3C i/4"s� EICO CaNSTRUCTIDN �� ' 1/2' ;8 CENTERMATE 21 APPLICATION WITH BLADE 1 12 O E,RODUCTS FAR—LOOK HD — 0'x 1 1/2'x0.035-THKK w :t^:VARIES 0 S%•04� COMPONENTS lEa.ASTU A.-093 GRADE 40 _ ;•;y.?v,(A2Sji..,. /E"'L STUDS CAW. STEEL ' MS WALL HEADER/SILL INSTALLATION tan, 5TUD3 AT t6°O.C. uin. " EX1571ti0 Fti1ISH AS APPLSCADLE SCALE: 3/8 1- VA"� C(TYP.TOP&DOTTOU) __ -- - ^-----_...-- _ 4 -_�3 1 3/4•x 6 1/J,'.0.039"THICK Min, CONT STEM NEL ..- ... ..... .. ...4 _ . RSTI 65VGRACETRACK0Ulm 0-60 GAILVAI1•,`=! !... ., ..,--u..,i ! r; 1.:: I:r:: I I: �., :I''`.'C I I I i i Vl/(2)J6 FASTENED 1/ TO(SCREV5TUDS 0.1 SYMMETRYCAL SYMMETI3YCA� L1m sEiaRATION vawEs 43a 436 43 ' ! =CENTE MATES W "'` <! !"CENTERMATES W/ c " ' TO GLASS z I j t1TER0R Ex7E160R FACE i ! }. (SEE SCHEOULE) EXTERIOR ACCESS SlDE:S' NTERIOR ACCESS SlDE':�! -- ---- '- $,-{ ------- ------- ----- - ------- ----'- -'tN -- - _--.------3�'�6•Min.} - —IN-- ¢ -'- '------! � -- 12 -21 21 t 21 1- LGCA O AT t 2 1 ! \ _ - _ F(V HEADER/51 ENDS _ - - -- -- - ------ - ----- -------------------- - - ---------- NNIEW T -- - -- --- - ---- - - - - 1 2 3 1/4•(TyP-) 7° (6,Min.) i 24 SIDE CO 0 TRACK 6 I/2°CTyP.) 7" 6 1/2•MAX.SLACK **� (Cont.) -H-VA BLADE WICK DETAIL NVF FLVC FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone' i�„�^ 47017 TILTECO.INC, ( 2017 EASTERN METAL SUPPLY,INC. 1+ 1` .. �j . /� �+ BERTHA HVTtA ,AIL GENS' :`�� �.� tL E C d SNC. ., Accordion Shutter System ? H.V. RADE#1 W/OR W/O H.V.WINDON 11ME TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N OEScRIPmm DA . DRAVIN Or: L.O 9359 M.N.361x.SL.St..30A NRClW COMM FUMCA 3316 A33aCIotlOn, Inc. , OLD 15-Oas 7!27/1 DATE: a7/z7/17 -DI= " Pne�o:(30 a}07-1530.fa.:(305)071-1531 West 2Polm68 ,Beach,sFl Drive33407 s DRAWING No 9 �,cA• . OR14?` ''tea ,. Ee_0006719 17-107 PS aC� WALTER A TILLJT P.E. 4 SHEET P.E. S E'f DATE FLORIDALORIDA tic.8 44 aa167 s 9 20 OF 20