Loading...
HomeMy WebLinkAboutProduct Approval ,,.,IYlGrida Building Code Online Page 1 of 3 - -� �y � �a Ln, .C(•r 1� BCIs Home ! Log In User Registration Hot Topics Submit Surcharge Stats&Fads Publications FSC Staff - BCIS Site Map Links Search - dbor fir; Product Approval g. USER:Public User Product Aooroval Menu>Pradud ar Aoolicatlon Search>Application List>Application Detail I „ k FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved 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 Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 CQI 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 i•,4i'r,c.•/%aresnar f r%ridahiiiltlt•ncr nrcr/nr/-nr ann dtl.asUx?oaram=wGEVXQWtDgvYYHH2vJvx5... 1/8/2018 Florida 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 Summa ry 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 ASO load and 13'-0"for 35 psf negative ASO load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASO 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.ASO pressure rating of+72,-72 and 84'for+64,-64 psf.See sheet 5 for other spans and ASO pressures. 1 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 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 11 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 HV1 blade,8'-0"for+64, FL389 Rg 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 HVIA 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 retained by tracks COMBO-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 106 Limits of Use Installation Instructions Approved for use in HVHZ.No FL389 R9 11 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 ASO 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 RFPOR,T.PD Created by Independent Third Party:Yes salt Next Contact Us;:2601 Blair stone Road.Tallahassee FL 12349 Phone:850-487-182 The State of Florida is an AAJEEO employer.Copyright 207-2013 State of Florida.::Privacy Statement::Accessibility Statement:;Refund=tement 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 mail.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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: hone•//www floriclabuildinizz.ora/Dr/Dr am) dtl.aspx?param=wGEVXQwtDqvYYHH2vJvx5... 1/8/2018 _GENERAL NOTES: 1.Sri"H.V.ACCORDION SNUFFER SYSTEM SHOWN ON THIS PRODUCE EVALUATION DOCUMENT(P.E.D. FiAS BEEN VERIFIED FOR COMPLIANCE M ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA OMOINO CODE.THIS ACCORDION SHUTTER SYSTEM SHAD.NOT BE INSTALLED AT HIGH VELOCI ICMtE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REOURED BY THE JURISDICTION WHERE SHUTTER WILL fA � OF CONTENTS INSTALLED WITH A DRECUGHAUTY FACTOR Kd•0.65,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAIMUM(ASCO.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20L IN ORDER TO VERIFY INC ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS OEIERUINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.O.DESIGN WAND LOADS AR A,J. Hy BLADES()1 W BY MULTIPLYVM THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(ASO)DESIGN PRESSURE RATINGS INDICATED ON SKETS 11 THRU 15, 19&20. - - GENERAL NOTESSHEET IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.C.M.AS TESTED,WERE NOT OVER SMESSEO,A 33 X INCREASE IN ALLOWABLE STRESS FOR'MND LOADS WAS hK USED•IN THEIR SYSTEM COMPONENTS 1-20 SHEET I ANALYSIS.HOWEVER,A WAND DURATION FACTOR C0-1.60 WAS USED FOR VERIFICATION OF FASTENERS W WOOD. SYSTETE COMPONENTS 1-20 SHEET 3 I BERTHA KV.ACCOR010H SHIT M SYSTEM'S AMOVACY FOR WAND AHD LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENRONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 36-44 SHEET 4 TYPICAL YANOOW SUN&%1100W DETAIL -1N BLADED 10214.01-03,10715.01-03,/1004.01-05,11214.01-05,10317.02-06.10609.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASM E-1666 AREA 2: HV At AnF AND E-199a STANDARDS(MISSILE LEVEL 0.WIND ZONES 1.2&3)&11220.01-10 AS PER TAS 201.203 At 203 PROTOCOLS LARGE MISSILE. (MERE t bRi F� -HV WINDOW BLADE ®10505.01-08 AS PER ASM E-1680 AND E-1998(MISSILE LEVEL 0,WINO ZONES I,Z,3)BASIC PROTECMN ONLY AND 10725.Oi-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATIM It NOTES ON LOCKS SHEET 5 ` 2. HV MADEID AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION CLEARS A-F,CgNCRITTE/BLOCK SHEET 6 INSTALLATION DETAILS G-M.COWREFE/BLOCK SHEET 7 3.BERTHA KV.ACCORDXXN.PINS(FN SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114312.75'AND/14X1.75'RESPCCTN(LY. 410-HT MINIMUM SEIZES CENTXRkAM MAILS NY SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 WI YIELD STRENGTH AND 160 kU TENSILE STRENGTH,PINS SHALL BE COATED WITH BERTHA LN MCROSME1D COATING SYSTEM AS MANUFACTURED ay APPROVED CENTERVATE ALTERNATING OETMS NV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM E)aRUSKMS SHALL BE ALUMINUM ASSOCIATION!ALOY AND TEMPER AS 4NOLCATEO ON SHEETS 2 AND 3.MINMUN YIELD ST11MIN FOR 608.3-T6 ALLOY IS 30.0 VII AM 35.7 kst FOR ENO CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET i0 6005-TS ALLOY. MAXIMUM SPM TARES SHEET 11 _ S.ASCREWS-TO SCRBE STAINLESS STILET.304 OR 316 NV51 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER OM 50018 WITH SO ktt MUM.YtEEO STRENGTH AND 90 tuT MW.TENSILE STRE1N01N, ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET M AND SHAH COMPLY PLY WJ FLORIDA WWW CODE SECTION 2411.1.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 & BOLTS TO BE ASM A-307 GALVANIZED STEEL..OR ASI 304 OR 316 SERIES STAINLESS STEEL RIM 35 kXi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLARE Q):12.13.14.15 AND 20 INSTALLATION DETAILS M-R, Wn SHEET 18 HV BLADE(TD&Q WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 8. THIS BERINA H.V.ACCORDION SHUTTER SYSTEM BENTS A U.S.PATENT 16'779,562.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-17&X,WOOD SHEET 18 METAL SUPPLY, INC. 9. R SKULL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER MS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CMAX AREA 3: HV W(NOQW B An�yty- � ALL SHUTTER COMPONENT EDGES W HKH REMAIN.TM FASTENING IN CONTINUOUS CONTACT WITH THE 81.41044a To PREVENT WINOJRNN INTRUSION. ((PIAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST AM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL NV AND HD AREA 4: � 4NHD0W B AIF(1)O_N__I Y CENTERIMTES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION!SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA WLDINO CODE.CARIE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA KV.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WRIT SPECS INDICATED IN THIS DRAWING PLUS ANY BALDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WINERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D.PREPARED BY THIS ONCXREER IS GENERIC ANO DOES NOT PROVIDE INFORMPMON FOR A SITE SPECIFIC PROW'.I...WHERE THE SITE COMMONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.O.,PROVIDED HE/SHE DOES NOT OEVUTE FROM THTHIS DRAWING SHALL ONLY BE USED TO E CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)MIS P.E.D.WILL 8E CONSIDERED INVWD IF ALTERED BY ANY 4FMNS. 013TAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(F-OR.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF ME P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.O.ENGINEER SHALL SUBMn M THIS UTTER THE SITE SPECIFIC DRAWINGS FOR " REVIEW. (e}ORIGINAL P.E.D.SHALL eM THE OATS AND ORIGINAL SEA AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPAREO IT, "AAAAAAii"'' RORIM BUILDING CODE Non IWh Velocity Nurricone Iona ,LLL ��"�* 02017 M1[CO,wC. ®2017 EASTERN METAL SUPPLY,INC. IY/ �jGIENSF 9 BERTHA H Accordion Shutter SystemL E IO■SS■A! HV.ELADE �1 Ttf tX(Wj0 KV.W1N7pN EEADE ` °+V[Ef.A/(� TILLIT TESTING & ENGINEERING COMPANY American Shulfer Systema ,K aEacan,N oA1L 7RA erCT v / C ` S!Kwsew 30%VA"A Gh"M nNX1w 3316 AaSODloilotT. lrtD. 1 OLD 15-065 7/27 1 07/z7/17PAone:t305}671-1530.F.X.(303)871-1531 4268 Westroods OrIve 2' ...... rr�� AY '-"O" 1B oO CO T West PD1m Beach. FL 33407 3 ZINLoA.111T.h,P '�1 Q,PE. S£AkfB(6SQAYUREfQAIE ROROA Lk,/14147 ET OF r �a•.roil wen Owe • 'rr V7JLESot - �., ti` 4i Ma..77— . ' • 0HY 9tYtl8D' STARTER 0HV SOLID_BLADE 3 NV UNIVERSAL_ FLOATER � QUALIFIED GR USE W/ COVERED UNDER US PATENT/ 458179 QUALIFIED FOR USE W/ HV BLAD£0 `�:/ NV BLADEW • 6005-75 ALLOY AND TEMPER OR UE HV W 6063-16 ALLOY AND TEMPER LL SEE l ITATIONS Of USE ON SHEET 14 6083-T6 ALLOY OY Att77�D TEMPER j24+ OY AND TEMPER .065- . .494' n g7 Is 2 e42 • 1 HV ADJ. ADAPTER liI-lt It `' - 12 ' QUALIFIED FOR USE W/ HV r8 HV WALK—OVER TRACK j•ozo— BLADE1p QUALIFIED FOR USE W/ HV CI HV TRENCHTRACK 55' . ©HV ADJ. FLOOR TRACK 6063-T6 AL BLADE(T) QUALIFIED FOR USE W/KV (� QUALIFIED FOR USE W/HV 6063-16 ALLOY A TEMPER BLADE QT ONLY. l'y HV RAINGUARD BLADE A VARIES } 6063-T6 ALLOY AND TEMPER QUALIFIEDFO GLADE W/ NV 6063-T6 ALLOY AND TEUFER RI (TTii37bb 1 VARIES 1.936' 6063-T6 ALLOY A TEMPER gg 1.917' e.7 3 J 0'TV �' .100 '�• 097' .12',1,'• 1 --t t- • a• .�=Q� ��• i 670 :• t ~ n N ! 1 * 670 1 a6� eta I3.529- 11 HV CEILING HEADER Ly HY HEADER/SILL 13 D CEILING HEADERISILL UFIED FOR USE W/ HV BLADE 1 ONLY. QU'�-If�EO FOR USE W HV BLADE ONLY 6063-TS ALLO�AND TEMP QUALIFIED FOR USE W/ HV BTY. _ !'� SEE SECTIONS FOR VALI HO WALL HEAQIE LISILL SEE SECTIONS FOR VALIDITY. QUALIFIED fOg USE W HV 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER BLADE�,1 ONLY. 6063-T6 ALLOY AND TEMPER }� cOUPONENT A 6 1 T1 72 % Y 1 % N Y sMt t yf 2' 2' 0.125' 1 t' 1• .062• (�'j r 5-UAY.S T/e• J• ? a• O.G90- r s•Aux. 0.152•,0.152- 16 3lDE ANGLES AI }„IyN ANGLES t} �~ CORNER POSTS Q AUFlED FOR USE Wj NV U UM t4 2.s' 7,kw. 0.190' 0.190' �jAUFIED FOR USE W/ NV BLAOE L( QUALIFIED FOA USE W/ HV BLADE Q 6063-Tfi ALLOY AND TEuPER BLADEUI YO NDYTEMPER 1 2' 5'UAx.i 0.139';0.131• 6063-T6 ALLOY AND TEMPER 6063-- EPER FLORIDA WIL01NG CODE(Ron High Velocity Hurricane Zons 02017 EASTERN METAL SVPPIY•W. - Its fit- . 02017 TN.iECQ.INC. , HVIM �1 vCFNSF,e� /►�`�' Accordion Shutter System A S SA ■ !♦ �� t•• '� E C Q INC. ■ ■ N.Y. ■ADE/t Wf OR W/O KY.N1tOChY BLADE i r i TAUT 7ESTIN4 do ENGINEERING COMPANY AMe►t0af1 Shutter Systerns Ey, OESC!tM DATE DRAWN 9P L0.Aaeaoioilcne Inc. i oto 13 083 T 7/1 GATT: 07/22/17 bass N.W.36.b.a.St..305.VJKW aun0a.AWVA a3:S CI(b5)671-1530.ro.:(305)871-1531 4288 Weslroads Drive DRAWING No ''•.•.gslu*.•='w s��� • jea17 WALTER 04W.Ce West Palm Beach. FL 33407 2 s t� �� 11 A 74 .1.. ur P.E. %s/0 111 rLONDA I.J.1 44167 s SHEET P.E:3f& PFPPJI�EjDATE 8 COW I ,_ ow 2.22r ZRH .745* i t a rL }1MOM0 d[IWF JAW (2 CRW Tum sg , 8 _ 2/ HV CENT ' + 0 FIEO FOR USE W/ HV 8 1 & ONLY 9 HV FLOATRIG CENT' HV LQSIC HV EGM0Rg!.!Kj 6063-T6 AL IOY TEMPE qU IED FOR USE W/ HV BLADE 1 & ONLY QUALIFIED OR SE W/ HV QUALIFIED6063-T8 ALLOY AND TEMPE ,��. HV CORNERCE £ 1 & ONLY GIIALaFlEDFQR USE W/FIV BE1UE 1)ONLY 7sC O.D. 6063-T6 ALLOY AND 1ELSPER PLASM W" �td' 18' 1,7W2. iADt0E0 its � .� 043' ED ¢� O• t •I. �'-�'SCREW Uj MER RIVETING `� va• a" { f j4"A^20 x 3/4- X DEFOR£Rn+LT�Na _ A. - 4 LO—7,Q RIYNUTe S.S. THUMUCREW I r 2186 _� r.TEO' , _ I WET 9M4TOAI 1 (20.AS ALLOT)LARGE SWAGE TWA SY AWL MONT n"ATION " " - � CC[�Wr/AIMAWw".NEM,Im"0M"WAC7034 OR EOUAL � I'� NV MALE T LOCK '.�' �`J LO!CKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ Hv BLAO£ f ONLY �' HV f�{j�LE "j" LO�j( CENTERkI� � flY "7" LOCK i� Hy Aartg Ib iw LocK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED F US'. W HV QUALIFIED FOR USE W/ HV 8LADECI�ONLY QUALIFIED FOR USE W/ KV SLAD£(1�ONLY W/HV BLADE(f.'ONLY. BLADE 1 ONLY. 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' F—."— f �y _ 083' • i O TTAlt18TURH .214' A63 2' .21,' 6, AEY f,1NNaER� h 0.875'Mb. Mo>. QHO CENTERMAIL=W/=H!Q=WQKlNG HO HO CENTERMATE W4 LOCK HQQ Q°o o a OUALtFl USE Wj tiV BLADE 1 & QUALIFIED FOR USE W/ Hv BLADE ) &SAA}} :6083-76 ALLOY AND TEMPER vARAESi 12'uAL �... 6083-T6 ALLOY AND TEMPER QUALIFIED FOR WI HV BLADE 1 &(h t Sr Ip'•-20 S.S.OR 31e•4-16 6063-T LLOY RANO TEMPER ''CC iUMUSTURN OR NCER . f 13' h KEY Ilk 7- _ L.57 CYLINDER � )OCKING R00� 76 Mo. 37s• HO LOCK QUALIFIED FOR USE W/ W BLADE.1 g"p}-.i 6 ACETAL ` HY .1/4 " 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS MES 2333 H001t SOLT LOCK. 6063-T6 ALLOY AND TEMPE KV--li/ STAL ATION WILL RE A 7/16" HCLE T UH MBSCREWS ARIES S S THUMBSCREWS QUALIFIED FOR USE W/ W BUWE.'j)& C, D ILL PROPER EMBEDMENT QUALIFIED FOR KV BLADED gUALiFlfD FOR USE W/Nv BLADE )Q RORIDA BUIDNG CODE Non High Velocity Hurricane Zone yyyyI so �R A• I`Jjl��..a 02017 TRTECO.HC, 8y 2011 EASTERN METAL SUPPLY.WC. A+` �''"GEN` •✓� Q /� � H IL E C O �>N�. AtsSmV+E/I'�Be Accordion Shutter System �� Amerlacn Shutter stems H.V.BLADE#1 W/OR W/o HV.Wt>OCAY 6CAb£ i* TILLIT TESTING & ENGINEERING COMPANY LV. a[stlrnoR 0A19 DRAWN 0o L.C. SAT ass A+.r.xoa x,sa.sta.vaaww cAAOeAx.nouOA sa, AeIIGatGtlOn� Ino. T OLD W a3 7/27 1 VA1r, 07 27 17 � ���� PnoA.:<3os1e71-1330.ra.:(3os)e7,-,3]1 4268 Westroods Drive 2 •''`20R}D�.•''�*o,tt .-N a2 tat:..0ooL.:om West Palm Beach, FL 33407 a DRAWING No [e- >• S ••.......... \�Ity WALTu A T1U1p008719"P.E. ♦ 17-107 t 44167 P.£. ssF / ARt'jDATE TUlROA LC• 5 _ SHEET • 3 OF 20 d +COTES ON �iV LOCKS AND CENTERMATESL A # a o M N # t o y, ONE HY LOCK®or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAIN FOR ANY SPAN • a4 OR 12'ABOVE OR OW 2 4F SHUTTER SPM! OR SPARS LIP TO 165•AHD FOR INSTAL0 TOWONS T AUN CENR.RIAATES W/2K�4`A- x 1/22''LANG FIAUSED AS T An S.S.S.U.S.WIDE OR LOCATION OF LOCK sww.BE AS iNLr:G ON � TYfIC/LL STKITTETt EItVATKlN. �aOM 2.W1.. IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV ®41 LOCKS�), Y BE USED AS AN INSIDE OR OUTSIDE LOCK,CONNECTDN OF LOCKS TO CENTERLATES OR® HALL BE AS INpICATEp ON NOTE((I)AEKlYE. N OF OCXS SHALL AS lN6MATE0 0 TYPICAL SHUTTER ELEVATION. LOCATIO L BE x �l 3. SE LJ�O�0 DESINMRIRED TO EN�W SHUTTERCIONGRP�0 E.DLOCkINGG RODS OAR ASN ALTERNATIVE DEME BUT MAY I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITKTN). 1 4.jiBt;lAiORY OOt�ONE 1iY LOCK® �BALL BE USED AT COW CENTERMATES FOR ANY SPAN 3 - AND INS'TALATKINS AT ELEVATION.HV LOCKf or¢�UBLE 8E USED AS M OUFSK)E OR INSIDE LOCK. ATTACHED AT TOP N•TO 0 CORNER BOTTOM SHALL BE USED.TI. (2 ibF LOCK S-20 xl BEA INDICATFLN ED ON IS. NUTTER ELEVA7I0N LI „p�,rya 11 MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEOUL.ES SHOWN ON SHEET 12. c '3 ar�hy4 9 3.W •ONE'ALTERNATE KV LOCK MAY BE SE SIN LIEU Of HV LACK a FOR ANY'SPAR ANO a Eq '£ INST IA7KIN3 AT ANY ELEVAAON.At. ,NATE LOCK MAY BE USED AS AN OR OUTSK)E LOCK.ATTACHMENT N g _ OF 1/4'/-20x3/4'SS,THUMBSCREW TO�.OR UST SHALL BE MWE W/ 1/4'4-2093/4'ALUM. RNKUT AS SHOWN ON SECTION NNE,SHEET B. ONE LOCK SHALL BE USEO AT 1/2 OF SHUTTER SPAN OR TWO 1 Soya ' I C ,? LOCKS AT 1/3 OF SHUTTER SPAN. i t . • KEYSTONE Wl7Nn MLq►A!IA 8.'-'_.[L.TORY L'ONOLIIDN�..1'TMT_ i16NSy ONE FN LOCK 0 or®or 0 SHHL BE t USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2#SHUTTER SPAN FOR SPANS LIP ! TO 08',AND FOR INSTALLATIONS AT ANY ELEVATION,HV LACK®or 1@ or 0i W BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO�;or QSYMMETRICAL CEUNTERMATES WJ{2} 1/4-2p x 1/2'LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS WOICAI'ED ON TYPICAL SHUITER ELEVATION USE OF LOCKING RODS ®W/ SEE END f OR,t TOP AND BOTTOM IS COMPLETELY MANDATORY. CONNECTION WAILS ON o r E H 1 K >+ !e L Hlui I� ! ! *NOTES ON 11V "Y' LOCKS AND CENTERMATES: µEQ, i OF CORNER ! u.A.:xo '� CENTERMATE ONE ALTERNATE HT'T'LOCK LAY BE 6NST 1E0 W LIEU OF NV LOCKS OR FOR ANY SPAN AND ap-;a 6 '7•,8 ,*10 • 3°' I DOCK 0 OM ANY EIkYAT10N.KT NATE LOCK Y S USEDHOW O AN MSRE ROU EI£LOCK.ATTIVCST BE '�tY' Q''�J,,- - OF LOCK ONtLUDES USING R£AND LOCK -AS SHOWN ON SfS. READ SHEET 9.W 7/41*MUST BE 10•'It3"'©+--�1�D•�.+ CONNECTED TO CENIE,MA7ES @ AND�W/ 1/4`h20 x 1 1/2'LONG S.S. IORfAOED BOLT W/7/8'I:3/32' 1VINGNUT OR W/ 1/4'•-20x!`S.S.NS.xA0 A !/4- 5/8'R{1MUT. OCK MAY K INSTALLED AT MIOSPAN OR 12' ,�Tt,1.Q,p„®•C7)•y�R aR MARDALM ABCME AND 8EL6W Mi0SPAIN USE OF iW0 tACiE#N6,RODS TOP ANO BITTOM IS MANDATORY. *NOTES `N.Y .4YJAsisL�a.' � aLa 1. ..OLtLIi811ATF3. ONE ALTERNATE HiD HOCK MAYBE USED IN t1EV or TYPICAL ] NV BLADE SHUTTER EL YATION W LOCUMS OR FOR ANY SPAM NO INSTALLATKH6 AT ANY ELEVATION.A.TERNNE NO LOCK 18 MAY BE USED AS AN INSIDE OR WISIM LOCK.ATTACHMENT OF H0 LOCK IS'TO @ IS W/3/6.3/8-K.M. S.S.U.S.,AHA!INCLUOES INP N.T.S. REORCEMENr INSERT 0 AS SHOWN ON SECTIONS H08-HV8 AND HDC-HVC.SHEET 10. LOCK MAY BE INSTALLED AT MiOSPAN OR 12'MUAINUM BELOW OR ABOVE MIOSPAN.USE OF LOCKING RODS 015 COMPLETELY OPTIONAL. INrrAAna:.,�� ori Nigh Velocity IfUrricane one L41LQ`�' /l` L 02at7 1ltECA,x+C. 02017 EASTERN METAL SUPPLY.WC. .�: A S S ABERTHA TU Accordion Shutter System �L7T% E c o ,Nc. . ,E I. . Kv. BLADE,1 W/OR W/O KK WIDOW MADE TILLiT TESTING h ENGINEERING COMPANY American Shutter Sya{oma ocscunola DANE a' a3ss H.•I.3au.u,w.Sas,wxcxM aF004%TLOROA 33, ArABoototton, Inc. TO o ts•oss �z7 174268 Westroods Drive Ph—:!303)071-1530.ro.:(3o5)e7,-,sa1 DRAWING No ........... +� LL .-mw.Ot"009.com West palm Beach, FL 33407 L F wAL,EA w ALR P.E. 7--107 LnCROA U..F 44187 SKEETP.E. SEJU jS1CtV1NURE/DATE bor 20 u _ r•CONCREIE ANCHORS POURED CONCRETE _ (SEE SCEOUL£ON OR CONCREtE S''� REOMEO 1 4'0-20x4114•S.S. cCONRCFEIE• CRE t�nl) SHEET 13) SCR R FOR (SEE CONCRETE MEIDI ANCHORS ON W/1/4•-20 ONCRETE ANCHORS 1 18 A MTo c(SEE uawnw so"SHW 7) SHEET 13) WTS o 12.O.C. '�- (SEE SCHEDULE ON SHEET 13) ' t' 1' Mtn. 1/4'M-20x41♦ S.S. 'Ma. i - 2 4 �• � '-- EO E MS" I SC EwS ' Ea 1/2, --_-- 1LSitM 1/4'-2o NUTS tJ2- --_- 19 r O 12`O.C. y t/2'•. .250• x. �= 3 5 5 E.o. Q Q r E.0.4 F - .250'M". G 0.4 a ('1wt. LOPTIONAL I ' r ' +ea SSYAa:Ot ; t SiGGaDtIE ON eQ1 �� i MN.SEPARATION TO GLASS t DUSTING �- M moms+¢ is va 1 OR i �S—("'(SEE SCFEOULE ON SEEr itj GLASS-i re ''(SE£SCHEDULE ONARATION ES14EET ST) 1 { '"'-- EMSRI4G I t L GLASS--' HV WALL HEADER INSTALLATION I,� HV WALL HEADER INSTALLATION + KEYSTONE r- —•- MR.SEPARATION TO CLASS .f.1 y '(SEE SCHEDULE ON SHEET iIF— wt 1 S~ TO�(01 t I t tCx}+ MIN.SEPARATION TO CLASS i t t CLASS-.-EXISTING ) 5oQMi ON `(SEE SCHEOULE ON SHEET 11) It EOR 06"CHI sw RO drk � EXISRNC OPTIOIIAI GU55-3 r 141*. • G 0.4 .-_-- 7' NOY. r r i r r OPTIONAL 't I r r'tJ{•Ibx. E.D.*' I r J n tf2' _ Ing __ I ---- E Eo- 12 VL r: 'i-2OY3/4'S.S. .i - SS.PKLUPS EOT:::4—g4 EO-� MACHINE SCREWS USINQ ` CONCRETE ANCHORS _,.._7HEAD /RUSE HEAD MACHINE SCREWS NCRETE ANCHORS 1'_,+ I/4'-20 NUTS o IV O.C. '~�• (SEE SCHEDULE ON W/7/4--20 tans O /2.O.C. _ (SEE SCHEDULE 0 EET 13) ; W- POURED CONCRETECX SftEET 13) 0 CONCRETE���111 OECONCRETE OLOCR W LQUIESCT � REQUIRED HY (SEE SCHEDULE aBY WALL SILL INSTALLABONCp) POURED CONCRETE SHEET 14) OR CONCRETE CLOCK WALL REotnREo HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ T-SEE SHEET 4 FOR TYPICAL SHUTTER •G 0. - EDGE DISTMCE 4 SEE l ATOLLS OF USE rOR ZSSE�NrUNTING SECTIONS CAN BE COM&MO (SEE SPECIFICATIONS CN SHEET 13) 61ACE&ON SHEET 19 \'� HV BLADE IN ANY WAY 70 SUN ANY INSTALIAT01. E � Ity A 7t FLOItlDA BUILDING CODE Hon 8!2h Velocity Hurricane Zone �¢'�.''�jCENS�c'•,`�9 p2017 TE.TEco INC. 442011 EASTERN METAL SUPPLY,INC. BERTHA HVIIA 4 r ta Accordion Shutter System 1e ECO Nc- LAlrSErAtr Liv WM#1 W/OR W/o KV.WIVOW BLADE % i MWN 80 LC. 4tyC TAUAmerican Shutter SystemaT TESi1NG t ENGINEERING COMPANY Aeaoototfon. Inc. IR Oto WOSS IZ71i MTE: O7 7 L7 y �- �.• 6355 h 3N•.5L,SLY.343.1'.fe.:(305),rWFJMl-153 331 64 vnau:(343)e71-Law.rex:(Jro)e7t-13411 4268 Westrood5 Drive DRAWING Na E 6,11' x- m. Q— West Palm Beach, FL 33407 3 ' AI^r N•'' WAVER A TAUT 4 17-1 07 F.E. SEAL/SIGNAT()RE/DATE naFEDA u0.t 44167 a SHEt T 0 0 J• POURED CONC14£1E ANCHORS Mx 97MMIDH ,♦ �_-- , - - CONCRETE (SEE SCHEDULE ON SHEET 13) ; 10 a"QmC --O.OR EXISTING W40 pW ) somal a sar REaUWEDrt Wt araC Q�No G '� to v t'Oa N.—.-. j_.--• .OLS IPPUEDGE d' GIeLS Oi BEEF til QN ` 9 dB E E%tSTWO 0.• E. ✓ tAAmIDR Q9 ` rSaE � ' 1 rr CE Ea7 i lL,� E%6nNGD t; 1 ; LOCATION { F.•u" j10x3/4'HEX WASHER HEAD I I 1 1 oR 1 oA 15 ye• TEX SCRLYIS O TY O.C. s/e CONCRETE ANCHORS $ OCE OF UA IF 7 (SEE SCHEDULE ON SNEET 13) t E J Ca ' APPLICABLE •t I I H I EDGE OF ' EXISTING- * EDGE OE SV40 IF GLASSSLAB IF r iJ4' i' EDGE tP , APPLICABLE Aa 44+J�� APPLNABIE p, ,a, APSE PtK7RE0�.O. corKRE,E FIAT HEAD CDWK-lE ANCHORS --{ I�Imd1�RA�OL pR_O ♦ REQUIREDJREQUIRED (SEE SCHEDULE ON SHEET 14) ' of 9mT 14�aI '011 OR CONCRETE /."HEAD CONCRETIE ANGLaRS { aAUSO)R i REWRED E.0. E.o.+ (SEE SCHEME ON SHEET 14) (@ TRENCH. INTI LAMN ONLY FOR UP TO +70, -75 PSF AS.O. Q HV FLOOR INSTALLATION t O HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER LTV CEILING INSTALLATION SCHEDULE fT SHEET i i 1 OUST" ,gsoa,,l,p, CONCRETE ANCHORS CSS _ q AM3 (SEE S�CHEDUIE ON asrm n) i/4'GI Ow vACGa I i_. lat sOmxE + i / SNIFFY 15) AIAAPNCED nPrAaw�i EXNSTOTG_,,; +"Arm ra EXHSTiNG—{ EXISTING T_.,___ RaN�LOGP OR//4'0 PO•if0 CLASS J w.smnalw>D Rwa GLASS^ f MN, O NIOIpRs w 1/4' GLASS , } Ort wmxx a Om nt `✓ 5049wOtW L 3f4'i1N.rslatDYO(f•6 OC ECR UP TO Y-C'VAN AND 0 '; e CC.FaR SPANS WARDER RYN .1 I 1/4' tt-0'UP H A-O' APPLY 1 SOVXT N tNOW FA1TD>di 1tAD NAI. ; IOPa(3�IDR?OM ' _L/2' S DR i 5 E D• J /sOx3 4 E.HEAD D• SHEET It U UTAWS 3 a 1 1 • ' r"� yR, MIR TEK SCREWS / CONI.btRJN1 I 1 ;� O 12.O.C. 1( , ; ii # .�..�.1 )14x3/4' HEX MEW 1 3/8' '�-' i-• , -t TEK/4.0-2SCRIEWS O G'O.C. { CONCRETE ANCHORS / _ 6 .O moi/ /14.3/4'S.O.S. --- ' Sf4' • -USNe Ij+�x-10 tam OR 1/4YUT S.S.N.S. , � t O 8.O.C. ..__ O le 51 US Wj HUT O fi'O.C. ; (SEE SCHEDULE ON : . Ex61xT A U O WACW _ _-- iilL------ - t?•'+t8 1/2' t'- � -•(17)-@ 2.0o''4x sa1L lwu LacawAc r { EDGE OE •1.• E.D. Eu) . r' t t 7 8" —t 7 a'_I' SLAB APPLtCABLE` 1_ _\. \ -o 30 C.F.K SOS. - Ltik. gmiED �� 7 I / CONCRETE ANCHORS SEE NOTE 13(0) �\., f ---••---E.O. POURED CONCRETE (SEE SCHEDULE ON ON SHEEI 1 PWREO CONCLLELE ON SHEET 1SEE NOTE 3(6) • - •• -:=E.D. OR CONCRETE SHOCK SHEET 14) OR CONCRETE SIM -... ._----{-- REWiPEO REGUREG {�,KKFULNE �iOUgING INSTAL LaT(ON aPnowAL- POURED }jV_MALL FLOOR tNSjALLATiON © NV WALL WALK-OVER INSTALLATION w„A,"VUUM","'H,°,°`�W-W"�'Q• n ' CONCpEED REOURED 0 HV RAINGUARD INSTALLATION tTHIS INSTALLATION$HALL xog: FOR COMBINATION OF SI MMS: •E.D.- EDGE 04STANCE t REMOVABLE WHEN PERFORMED I-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET t3} OR EADJACENT T AN CPE'RABLC EXIT ♦ s(C,OE A�FETUSE FOR ASSEMBLY ____. I INSTALLATiON DETAILS W f Q HV BLADE 2- G SECTIONSBE COMBINED N AM MOUNTY TO SUIT ANYCAN STMATIM LLLIP A. t V• ROR@A BUIIDING CODE Non Ntyh Velocity NUFFICane Zone 4 02017 TILICCO.NO. 674017 EASTERN METAL SUPPLY,LHC. HV- TTIL E C-01 I�C. ,A,S,S,,A, Accordion Shutter System _ L •' tLv RADE;t w/1Xt wy ILv 1Mraow aADE TILUT TESTING & ENGINEERING COMPANY AmeNDOn ShY1}QI' SyafOme OESCARE4N DATE aaAtLTI GYx t.Q A>ZnaClta IOnr In*. 0 k. ,r +tj Lox 63W H.W.»u.a,St.Sas.YV0104"04mOa•ROOM 311e L OLO 15.085 7 7 1 DAZE: 07 27/17 P6on.:(30%)1171-1330.1-:(305)471_1psl 4268 Wes(roads Drive : jONAI •- o• Laao ea++ West Patrn Beach, FL 33407 s DRS 7 C 1 O7 I�r ......... w41ER A BILK elrr' s P.E. SEAL/SIGNATURE/DATE FLCrROA Lk.0 44167 SHEET tt 0 A ILS SEF NOTES OR t0CXM RMO.W tome are -f INSTALLATIONS W/ (3) BY MD ALTERNATE W LOCK 0 00 SHED& Fo-u--Tl BLADE S EXISTING GLASS MADE WAX DETAIL Hw Is MOW FOR ALL 01Z HY CENTERMAIEUNTMIATIS APSIUCATION SMEO ME END WALL COUNFICTION —EXISTING MASS nUAILS ON SHEUI-lQ-4-19 I 2'.2'.1/.W&O'l-2 3 1/4' 7- (6063-76"oMa OPPOSING ANC CENTERMATES CENTER MITI.SEPARATION W/ H TO CUSS P.0.lgr k, 110*3 4"S MS. Ir wz Hy LOCK air or Pj LOCK!!F 1. (SEE SCICCIAE (4)110.1/2 V.CL LAGHT. ON SMIET 11) AT EMM MUE(TYP) —N-] 491 5 '.0 0 2 1 ©UT (D (7 Y4 CONCRETE OR HVA EXISTING CUSS !-'P'0.Uw50EIE VLOCX WALL 10 @.0. REM -� SYMMETRICAL———————— — -- 7 F 6 MIN.SEPARATION IN TO GMS (a-(5-4)-0- & CENTERMATES (SEE S,7JCKOULE ON SHEET I$) JlMEFJOq GlAll kD W/ HY LQCK I \-EXISTINC ro M14. $"PON I� 0 . 0 (IMERIOR) S MEME (SEE SCHEME =IN OPTIONAL 11 -0 '-CONCRETE=06 T ANCHORS 0 <> ON S*'*E"-) V O.C. 3 '�A 3 6 1/2' &M.SLACK F0-U T HVL BVF** FLORIM MUNG CODE(Mon %h Velocity Hurricons Zone, Fo--u-T jLV Q ...... 0 207 0STERN YE-rAL suppLy,shc. 02017 TUCCO.M 01 Als III THA HV TU Accordion Shutter System 1, MIL E-CO..-. ■A.S.S.Aw KV.BLAM#1 TV OR W/O KV.WIMM BADE American Shutter Systems COMPAW VAlt DRAM PR e- 1ILLIT TESTING& ENGINEERING Association, Inc. I OLD IS-125 )7/27/17 DAM 07/27/17 ms N.N.3w,rA,Pw 3M VOWU CVWM ft**M 371tl (305)371-1530.F";(ZOS)571-1531 4268 Wastroods Drive a DRAWING No s/QHALtyt- Peon.: West Polm Beech, FL 33407 3 17-107 NAL WpVt1t A.MUT 41.P.E. 4 rLOMA Cc.1 44167 $ SHEET P.E. URE/DATE a OF 20 POURED CONCRETE OR ^POURED CONCRETE PWREO CONCH - RED CONCRETE _._� —...-. �RETETE BLOCK WALL ' OR CONCRETE .._� OR CONCRETE CONCRETE CC BLOCK WAIL REQUIRED BLOCK WALL REOlAPEO '— BLOCK WALL REGlAREO EXISTING GLASS EXISTING CLASS CONCRETE ANCHOR EXISTING GLASS / 2'Mot. EXISTING GLASS O IV O.C. 'L•� •2'MIN. �—J i — TO SACT ` .-1` 1"_I MN. ARAT1Ct1 SCLtRE pi SHEET • � ` 1 MN.SEPARATION it FOR UTADEI AND _ is OtA4S(SLE • EO EO TO GLASS ON SHEET 1 f ta�zl"MAY. ON SHEET 19-KR it FCR a" ) SCHIMU E ON SHMT _. rt FOR 9ADE AM (eoa3-T6)COMf. BIADESIt)e Q7ir r FOR BLADE AN ON SHEET 19 F ALUM.CLOSER / BLAiXStfle Q T!2' / !ON SH ET'19 MR tLOCATE AT BUEE:See Q PLATE. ((LOCATE t/2"r T"'—` WOES M&q) f )SIDE AT ERNER SIDE OF ) WN ' i— I -— -^�(AS t OR Y MAX. _—_ #100/2'S.M.S. I = I ALU CLIP AANNGLLE a`x0 2- ! _,• ,,,: fto:r/2•S.M.s,� O TV O.C. ,__^____�' �.-._S. ,� (606.7 ALLOY)AT MION7r4 1 ` , (1) act/2•STAS.To ....•—.- (2) 4"M i-tc ANCHO _ AIL X rod ��••�� L AT 1'O.0(LOpLTE • SEE SE DE�CONNNEC CONNECTION (COR ®• 1ER 90E OF O) I OR ®• S OR 4�• t SEE OETAtL X FOR TO TRACKS ��yy r «0• SSW CON In «�«V' • snf coNNEcnaH OR L ® « «�6•�,• 7 e •®r TO TRM.KS «e �7.�e o•�« �$•�•®«®•� •1y°` To TRACKS O"�n�•�••�•®r '��«�•`Lq-©• « V'�`©°©•V• 6© •©•0-0.0.0«•tQ•6��©' '®r 0.00 •4-0.00 •Q« �•�«®• a• « « (�•dDrQ�•®�O• ®•�«�•CI��U•©- ® 49rd •C O"®« O ®«®•®r -0-0.0 0•0-0.6.0.0-0.0 0•®«8.1—0.0 1 Do IL 3 END 1i9N ECTIQN DETAIL FEND CONNECTION DETAIL�1 NO CONNECTION DETAIL 2(� END CO! UA _ rOR SPAHs GREATER THAN 12'-0- CONCRETE CONCRETE OR f" G5A54� —` EXISTING GLASS CONCRETE BLOCK WALL da-. REQUIRED7 jtotr/2-S.M. I ____-__--__-MIN.SUVRAIM ___ - TO QASS(SEE O T6-O.C. LTNI SEPARATION I L/ �'------ -•'' 1111 FOUR BLADE ON MA CONCRETE 1/2XET 'MIN. SCHEDULE ON SHEET To CLASS(SEEI/ _ OR OR ON SHEET r9 ANCHOR O— I FOR BLAVC(DRTG - (9-0-1 -0 MR LI/ i BIMESme r2'O.C. 5 ON SHEET 0 •1 --- - _ I \ EO Q �-___ "1 1 2 MIN. (�_- 2'MIN. 1 SEE(JN ATtONS OF USE FOR �:.•J V' V��UA y OR uRT• BULGE B ON SHEET 19 I@ OR®OR�OR 1@OR g'VIEW BE 1 OR oR �• �- POUREO CONCRETE OR '"OaO•V«0"tH'®« p kin IKICTAI Q CONCRETE BLOCK WALL 0-0-0-0-0-0- @ 0.0-0.0+r©t •0a __ •O�Q�«O,O•®« HV BLADE OR _HV WINDOW @LADE INTO REQUIRED '•.\ 0.0-0-0.0•®r 0,@«0.0-®•®"• ®- ®••0`6�« CONCRETE OR CQNCRETE BLOCK WALL END CONNECTION DETAIL Q ®•®«Q�•®���° ' t3 0 0-0-®a®•� ®�A . 1 FLOW BUQD1tiC CME(Non HI h Velocity Hurricane Zone 1 02017 TXTCCO INC. 0201tEASTERN METAL.SUPPLY.INC. d • �}CENgF'✓?' 'THA HV TT LL t — Asw7 Tr :,l�>f S� 717L 1 E C O Accordion Shutter System Amertaan Shutter Systema Kv.BW7E#1 WtitW/CR W/O Etc VANI=R" 2 TILLIT TESTING a ENGINEERING COMPANY _ate.• ��' a333 w..x0 a,s...aos vuu.A a•Aowx nota„3315. Association. Ina. Kv IIoto L3 085 7 n I wa: 00/20/n r Pno•.:(ws)a7r-taw.roc:(aosle7r-Isar 4268 Weetroods [rive a `��S/�NAI #--'L oo'c`e7o 9.cam West Palm Beach. FL 33407 3 0RAVANG No 17 07 WALTER A TRLR J,.P.C. 4 "`"ittitNN•• FLORaA Lay.1 44167 S P.E. SEAL/SIGNATURE/GATE a SNE10 OF 0 MAXIMUM SHUTTER SPAN "L+' OR "L-' MAXIMUM SHUTTER SPAN* "L+' IMUM SHUTTER SPAN*"L+' - (Ft. FOR INSTALLATIONS W/ OR -L-- (Ft.) FOR R "L-' (ft.)INSTALLATIONS — dt or�jl or( INSTALLATIONS W/ CONCRETE h �D (tj L+: MAXIMUM Xi0WABLE SPAN FOR A GIVEN yy/ E H V�pCK r or or A 1� W/ONE HV LOCKS MANSORY POStRVE A.S.O.WAN PRESSURE RATING. ® ® L-:MAX.ALLOWAL SPAN FOR A GIVEN NEGATIVE HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or® OR W/ NO LOCKING WALL A. 8. C, 0, E. M. N. 0. P 0. AS.D. DESIGN PRESSURE RATING. W/ NO LOCKI RO S CENTEFIMA7@ 28(A 29 W/ ONE S MOUNTING F. K & L R. s, k V. LOCK 30 WW/TWO LOO NG (SEE NOTES t tt) lmua FOR MOUNTSIO(M (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM EE SHEET 7) FLOOR/COLING G, H. 1, it. J T, U.W&X WALL MOUNIIN S{LOP/BOTTOM)OR FLOOR/CEILING: CONCRETE h WOOD MAXMM CONCRETE & M GIVEN A POSITIVE ASO.DESIGN PRESSURE RATING, Asa"�cE= MOUNTING G xUTiDks y WALL 90umNa FI nOga"' u0Umw0 GIVEN A NEGATIVE DETERMINE AS.O.DESIGN PRESSURE RATING. PRLSBUR[ WALL MOWNpNG _% CER1N0 Mtv4 tK AA7N0 lCE1IN9 U4t7 ItOG4lCL1R+G AIOtxNi1NG (Ga�1 R06R ON iri9 DETERMINE 1rAXORAI SPAN 7: FROM SCHEDULE. (' _X _ t•a-X O MlOt+4UN SHUTTER SPAN 1+'OR 'i, i0R L+ P) t- s t+ t- INSTALLATIONS INTO WOOD SHALL BE UURED Tp FaNAI MA16ktR4 ALLOWABLE SPAN S EQUAL TO THE .. 30 OR LES 18-0' te'-0' 18-0' 16'-0 30 16'-0^ 16'-0' 7O 16'-0' 16`-0' IDS PtL AS.D.DESIGN PRESSURE PATiNG. NLNILLti28 O£TERUIRt9 SPAN BLTNEEN 1+'AHO 75'-` 16'- ' 35 L4'-10' IP-10' 35 iS'-2' P.4-3 (3)PROCEDURE TOOtTT:RuwE trA1ULIUM SPAM FOR 40 13'-10' 1J'-10' 14'-2" 7S'-Y' 40 1T-tp' 13'-10' 40 1r-r t 11V CORNER CEWTERINATE!3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL UOUNUNGS 1J-t' t3'-7' 13- t4-7' 45 13'-t• tJ'-1' 45W/FLOOR/CER.IN000UNTRIGS: 12'-0' 1J'-7' 50 12'd' 12-5' S0 12'-3' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS So tY-5' !2'-S' S5 tt•_t• StNAII BE AS MOICATED ON MANDATORY CONDRION/2 FOR A GIVEN POSRA£ASA. DESIGN PRESSURE S5 11'-10" /t-1a12'-!' /2'-tt' S5 N'-t0' !1'-ta' 10-Y NOTE 15.SHEET 5. RATING. 60 1f-++' li'-4' 11-= 12'_4- 60 tt-4" 11'-4' DETERMINE: 65 - LI+- MAX. SPAN FDR WALL MOUNTING INSTALLATIONS. 65 10'-10' t0'-/0• ti'-t' 1i'-11' 65 f0'-IW 10'-10' Ta 8-9 - Ls+- WX.SPAN FOR BOOR/CEIUNG MOUNTING 70 70'_6• 10•_6• t0'-9' It,-'v 70 _i0'-$' 10'-6' 75 - W-9• EXCEPT THAT U MLRRL SHUTTER INSTALLATIONS. 75 70'-t' td-t• 10'-4' ti'-i' 75 W'-i' t0'-Y SPAN 1+'OR 1 AND UAXaA1FL ASO.OfSI+Ki 80 9=_io, 9'-10' NY-0' to'-9" 80 9'-t0' 9'-70` PRESSURE RAT*G FYkiINSTALLATIONS 2if0 CONCRETE FOR A GIVEN NECJLAf A.S.D.DESIGN PRESSURE 85 9'-6' 9'-6' 9-9' Ta-5' 65 9'-6' 9'-b' OR CONCRETE BLOCK SNAIL BE tMGED AS FOLLOWS: RATING DETERMINE: 90 9'-3• 9'-3' 9'-S' 10'-t' 90 W_3' 9'-3• /- CONNECTIONS TO KEYSTONE MOUNTING Lt-.• MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 45 8'-0' W-9' 9'-2' 9'-ip' 95 e'-or _Sr0' UNITED TO +04:72 P.9J.AND 8•-0' SPAN,SEE ti-a MNL.SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' S`-v 9'-0' 9'-7• 100 W-9" 6'-4' MOUNTING l(�t ON SHEET 7. INSTALLATIONS. 105 6'-7• T-11' 8'-9" 9'-4" 105 8'-7" 7•-Il' FINAL MAXILIUU AUMBLE SPAN G EQUAL TO THE 110 0'-4' 7'-7' e•_T. 110 6'-+' 7'-7' SEPARATlQN 70 GLASS SCHEDULE rLwIMUM BETWEEN 11+". 'ts+'. '1.7-'AND 't>t 0'-2' T-J' e'-4' B'-11• 115 a-- 115 ='-s" 120 9-O` 6'-11" 8'-2` 8'-9' 120 8'-0• 6-11` AL W TO ANCHOR AAO KITH FOAL DE MA%iMUM ALLOWABLE SPAN ATX NEGATIVE ASLO.DESIGN 125 7'-10' 6•-6• b'-o• W-s tzs 7*-W 6'-6' tutiNiMUtVI PRESSURE RATING TO oETERMINE MAXIMUM ANCHOR 130 7'-e' 6'-5' 7"-10' 8•-1" Lao ='_6. 6'-S^ WIND ZONE sPAGNo. I 7-r s'-z• 7'-9• 7"-9• tis ='-_' 6'-2' ASTM E-1996 SEPARATION 140 7'-S' 5'-11" r_7. r-6• 140 r_s s'-/r TO GLASS 145 7'-3' 5•-9' r-S- T-S' 145 T-0^ W-9' . g•_7• 7'-4. 7•-O150 7'-2- W-71 ls5 T-O' 5!-S' r-2' W-9' 155 '1_0. s-s•' 1 THRU 3 1" 160 8'-tY 5'-2' 7'-1" 6'-7' 160 fi-t t' S-r 5'-t• —r-o' 6'-4- 165 b'-SO' S`-t 170 6'-9` W-2' 170 16-7 175 6-7 +-9 ,75 • 4'-g- HV BLADE 180 0-6 - W-0' 5'-10' 180 -6•185 6'-54'-8• 6-7' S-81B54-5" 6-65- -4• V200 6'-2. 4._2. 5_4g_S260 _2, +•-2 iii205205 '-1' N FLORIDA BUILDING CODE Non Nigh VelocityNurricone Zone •" `„ 02077 7R.tECO.INC. 02011 EASTERN METH.SUPPLY.INC. P ✓ RTHV Accordion Shutter System *! 7T7L7:E::c O ttesz. ■ ■ ■ ■ KV BLADE*t W/OR W/0 H.v IMNDaW QAM '• American Shulter Systeme Kv. 6t "it CRON By,7ru1v, c. ..q.. ,f TILLIT TEST & ENGINEERING COMPANY Aaaoatailon, Ino. t «D troas :7 1 GAIL 07 27 17 fX !_ 7� bus x n 36U.,St.,St.M%VAC A4 GAROdf.nap"TSI 4268 Westroods Drive i t PI.-:(303)671-7330.I"-(303)67I-7337 DRAWING NO ,4 ._E t000670oLcwn West QOIm Beach, FL 33407 3 SS�DNAL ',� E9-O!1LUf 4 , t 7--107 •`• , WALICR A .Illi Jr.P.C. 6 ROROA LIC.F+4767 6 SHEET OF 0 P.E. SEAR/SIG 9L1RE/DAiE INQ =H UTTER WM, ASA. MMW NEmr7l'm'.mp AND A? ANCHGAS SPACINGI�FND TAPWN OR (&WALL IIri10 140UNIING A WALL N @ WALL NEAOD2 MOUNTING WAIL SWl1 NTING WALL W 0 A: WALMOUMI R/ILL TAPCON VAIN TNREADFORY TECHNOLOGY w w KwK 4413 IaxwSE Ron be"a awl WAK fgftw how Ed U& ta9mE&•ax6S ALL PONIl SOLID-SET 30 40 175190 120 18012NI 301401$0 7S 90 t20 100 203 30140140 73 90 1110 16117 173 190 11201140 205 30 40 60 76190 120 160 200 30 40140 73 90 1120 160 205 LLIIE TAP f0 t / f - b all 3•-0. 14 119 f0 f t tl -ii- 9 14 12 ib f a b 6 6 114 12 t0 9 a a t f 114 1 10 D a 8 8 a 14 12 110 0 0 f b 6 a a e a a a a d TAPPER+ /4 12 10 9 a e s S 14 112 10 4 d 0 i 8 14 12 10 9 6 n a b 114 12 10 9 8 n 6 3 ti 2 10 a e a a e a a • a a 0 6 14 12 10 • e e 6 a N 112 f0 9 8 a t • 14 12 110 9 d a 0 a 14 III Ib 9 a a a - N 112 1 • 0 • e e a i e e 0 6 d 14 2 to 9. a i 14 12 10 9 8 8 a 8 14 i2 tQ 9 8 8 tl 14 1 i 9 a 7 - - 114 112 10 • b 0.6 - D a d 8 7 a6 4•-0• 14 12 t0 9 a 8 a 4 14 12 10 9 • 8 0 114 1Z f0 9 a a 6 8 14 12 10 9 • as - 14 12 10 9 n 6 a a e a 6 6 d a /4 12 1011 a a 4A - l4' 12 110 9 8 0 6 4 f1 12 f0 9 a 0 0 0 14 12 110 0 a 8 - 14 112 10 9 8 6 0 - a 8 a 8 5 a RS i4 /II wig n a a 4 14 it 10 9 a 6 6 4 /4 IZ 10 9 8 D 0 f 14 1Z 1 a a a - 14 112 10 D a e - a a e e a n 7 14 12 10 9 d a 4-0 - 14 1 f0 f 0 6 0 14 12 f0 0 a d e a 14 I2 10 9 7-0 - - 14 12 f0 0 7 as - - a 8 b 6 b * STE ANC7{OR 14 112 w 9 a e as - 114 12 to 9 d 8 6 3-0 14 12 10 9 n 6 • a ti it 110 4 a ) - fi @ 110 f e tl e - c a n tl e 8 • a 114 1Z ID 9- 6 6.I3 - - 14 + 10 9 0 8 43 -.14 12 110 9 6 a 6 5 14112110 9 8 3 - - 14112 10 9 6 7 - a a 5 a a 7 s SPECIBCATIONS !4 112 !b 0 a n + - $4 112 10 9 a 5 0 33 14 112 TO a 8 a 6 a ti 12 t0 9 a - - 14 12 10 9 e 7.5 - - • a 0 5 n -0 4 ON SHEET 113 14 12 to 9 6 0.S 3 - 14 12 10 9 n a 4A 14 12 10 9 8 8 8 14 12 is 7 4 - - 114 9.3 76 6 3a - - 8 a a ZS 0.a 4-0 8•-O• 114 1Z IO 0 a 0.6 - - 14 III 10 a n D s.a - 114 12 110 9 a 8 ♦ 0 114 III t0 9 5 4 - - 14 12 10 9 8 6 4 - a a a a a a a 7.a 14 12 10 9 6 3 - 14 12 /0 9 a 6 - 114 ix 50 0 6 6 as a3 14 {2 TO 9 4.5 - - - 14 12 10 1 7.3 4 - - 6 a 8 ♦17.813.511 3 fi T2- 10 9 n s - 14 it 10 9 8 d 1 - 114 12 10 9 0 0 • as 14 10 9 a - 14 12 10 9 6 46 - - 0 a d 6 6 O 4.5 - - 4 110 9 6 4 - 14 112.. 10 9 8 0.S 3 - 14 12 10 9 8 a 8 - 14 1 a 4-0 - - 14 12 a as 7,^0� 4j1 10 0 8 • - 14 12 10 9 a 0. 3 - t+ 12 f0 9 d tl 6 - 14 1Z 10 9 t - - I4 12 /0 D d 7 - a e a a E D L6 0 14 1II O 9 4.5 - - 14 12 l0 a a 4 - 14 12 !O 9 a 7 4 - t4 12 110 S-0 - - - 14 12 t0 a a - - - a a a a 63-3 a4 /4 1 10 9 7.S 76 - - $4 12 10 9 0 6 - 14 12 10 9 8 a a - 14 12 10 8 - - 14 It 10 aS 7 - - a a a a 7 6 4 11 f0 f as 3 - - 14 12 10 9 d 4.5 - - 4 12 10 9 a a - - 14 7 - - - - 14 11 7 as 331- - - 8 6 7 a.0 !-0 W-0' 114 12 10 9 a - - - t4 12 10 9 a. ss - - 14 12 10 9 a a - - 14 12 10 7 4 - - - t4 12 9 9 8 S - _ 8 e 6 a a 7.7 7 ! 114 lx 1016.51 J - - - /4 12 f0 9 0 - - - la ix 10 9 8 $s - - 14 1x a3 3 - - - - 14 Z 63 7 ! - ^ tl a tl 7 SJ J ♦SEE L A70N5 OF'USE FOR ti 12 10 t s - - - 14 12 10 4 5 4 - - 14 SZ 10 9 6 a - - 14 t2 9.6 - - - - - 114 12 9,3 7.5 4-0 - - - a 8 6 73 6 43 14 112 10 03 4s - - - 14 12 10 9 t-0 - - 14 12 10 O 8 - - - 13 9.5 • - - - - - 13 Ra R6 b - - - - a 0 to S 9,-0. 14 12 1010.514 - - - 14 12 to 9 7.5 - - - N 12 10 9 5 - - 14 12 10 S - - 14 12 10 9 AS - - a a a a a as e 3 14 12 0.a 4 - 14 12 10 9 4.5 - - - 14 12 td 9 7s - - - 14 1.5 43 - - - - 14 tI3 Za 8 - - - - 0 6 Z8 t - - 14 I2 10 6 4 - 14 12 10 9 7 - 14 12 10 D tl - t 12 3 - - - - 14 12 8 e-0 - - - 8 0 e e.5 8 4 14 t2 RS S - - - 14 12 1 9 aS - - - 14 12 10 9 3 - - 1s a.6 - - - - is a6 e-0 - - - - - 6 e 3.34b - - - 10•-O• 14 12 ZS S 33 - - - 14 IZ 10 9 a5 - - - 114 1x f0 9 6 - - - U 12 7 - - - 14 12 10 ).S 3 - - a • a e a 7.a La - 14 /2 37 3 - i4 12 f0 6 3 - 14 112 110 9 6 - - 14 t" i - - - - - 14 103 7 3s - - - a 8 7 TS ss - - 14 12 9 44 3 - 14 12 10 9 S - 122 1x 10 9 8 - - ti it - - - - - 114 11 7.5 - - - 8 '8 7.5 4 - - - 14 12 7 - 14 12 10 - - - - 12 110 - - - - - OS a - - - - - 0-0 6 - - - - 8 a a 4 36 - - - - t5•-O. 14 12 7 - - - - 14 t2 10 - - - 12 10 - - - - ti 12 a - - - ti 12 10 - - - a a a D a 7 33 14 12 ! - 14 12 10 - - 1Z 10 - - - - 2.5 9.6 - - - - - Z. 0.5 6 - - - - 0 a 6 4 3 - 14 112 6.6 - - _ - 14 1Z LO - _ - - IZ 10 - - - - - J.S /0 ^ - - - - - is 10 1 - - - - a 8 7 as 44 - 14 1II a6 - - - - 1a 12 10 - - - 12 10 - - - - - 9.3 7 - - - - - 9.7 7 3.6 - - - - - a ) 4 3S 3 - 12,-0• 14 12 5.3 - - - - 14 12 10 - - - - 12 10 - - - - 14 12 4 - - - - 14 12 10 - - - - - a a 0 0 a e - 14 12 3 - - - - 114 12 8 - - - - 12 10 - - - - 1.S as - - - - t.5 3.a 4 - - - a a o 4s -4 - - - L/�/ /� �• ryp {/'��\) \/ Q M lx a - - - - 1x 112 to - - - - )2 10 - - - - 9a 4s - - - - - g 9.' 4-a - - - - a e5 4A Sas s - - it Yi.AOG Vll 11.�.C�T >.+ QO 13'-O• 14 12 - - - - - 14 12 - - - - 112 - - - - - ti 12 - - - N 12 - - - - - a a a a a 4s - 14 10 - - - - -114112 - - - - - 12 - - - - - - Os 0-0 - - - - - O.b 8 - - - - - 8 8 0 4 33 - - - t. 6 - - - - I.S a.6 - - - - 8 3 S 4.5 - - � I it - - - - - t+ 12 - - - - 12 - S - - a _ WORKING1N UNESQN ♦- u 2 - - - - - - fa tx - - - - - 112 - - - - - a 3 - - - - e 6 - - - - - a a 4 3 - - - - 24•-O' 114 112 - - - - 114 t2 - - - - - 12 - - - - 114 t - - - /4 12 - - - - - a a 9 a Ts 4 - l4 7 - 14 12 - - 1 - - - - - - 10 4 - - - 10 7.5 - - - - - - a 7.S 5 4 3 - 114 1.S - - - - - I4 112 - - - - I2 - - - - - 0.5 4 - - - - - 0.3 8 - - - - - 8 6 S 4 - - - - - - - Ts - - - - - - - -LL-1-1- 7.S s-0 as - Is',.0• 14 - - - - - - - 14 - - - - - - - - - - - 14 - - - - 14 - - - - - - a a 8 7 7 33 - 14 - _ _ .. _ _ _ 14 - _ _ _ _ - - _ _ _ _ p _ _ _ _ 9 _ _ _ _ _ _ 6 ? 48 3s 3 - - - 14 - _ _ .. _ 1pa 7.S S 414 - - - ) 7 7 is 3S - I 16•-0� ti - _ - - - - t4 - - - - - ti - - - - - - 14 - - - - - 14 - - - - - 8 a 0 7.5 8 3 i4 - - - - - - _ - _ - - a 3i 45 '-a - - FtORi4A BUILDING Ct}DE Noy High Velocity Hurricane Zone 02017 TILIECO.159. 82017fASiE011 KVAL SUPPLY, FIC. 71ILT37C 07, tN�. •a'ii■o,6 � ■ ■ Accordion Shutter System * � KV,BLADE*1 W/CR W/O KV.WNDW 4110E 'a 11• [ ,�,,•,''r� * TILLIT TESTING $ ENGINEERING COMPANY American Shutter stoma itolsmoll bete er I.C. ossa KW.351.St.1e..30,VM#U 4+4904,n6w61 3s, AaaOatattOn, (Ra. I olo t3.9eS )77/i CAM: 07/27 17 4 P1,oit!;(341)071-1330.F44:(305)371_1431 4288 Weatrocds Drive 2 Dt)AWING No •..,,, * 1131 +-mo2:tu.coolotc�+ West Palm Beach, FL 33407 a `S�ONAL f<N61 1'4 R A.It3719 4 17-107 / +1,atet-0011r J.V.E. P.E. SEAL�9KittATURE/DATE nowoe 1 e.T 441x7 SHEET SPECIFICATIONS ON AND RE U N7 :POURE RTE M-COMMBLOCK SUBOMM (ba(101INf m L 9.k H ON RAUB 6 is 7) 1.ANCHORS TO SI16STRATE SWILL of AS FOLLOW& POtM� RACK INIUAND OONCl7£ (A) TO EXISTING POURED CONCRETE:(Mr,Yo-3 kN) �wamE wA1L SILL MOUNTING �CEIUNC ELUUNTING ©HOUR MUUMING - t/4'10 TAPCON OR TAPCON WBt1 ADIINCEO TNgfNFORN 1TCH410LOGT ANCHORS,u MANUFACTLIRfoeY LT.w.BUdDM Ln.1c•3>v} SIGN - 1/410%3/4'ALL POINTS SOLID-SEF ANCHORS.A4 DISFAWU BY ALL POINTS SCREW,DOLT h SKCW,tt COMPANY: Wn.e c.3 k� (tt) LIM - 1/ro OLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS ONECT,MD,(Mtn.Pc-2 kv) 30140150 7S 20 120 160 205 30140 60173120 120 160 203 30140 6D 73 00 120 160 205 TAPtOH PCO ADVANCED - 1/!'0 TAPPER+ANCHORS AS MANUFACTURED BY POri1A,S FASTENERS,M.AND OSSn40VM BY AL POINTS SCREW DOLT A,SPEEDE&W COILPAIY OR ANY OTHER APPROWO LICENSED OR A R NORIFED 11NOOR RE419TEAED 116111 THE ANENCAN METER SYSTEMS ASSOCLAW INC 14 12 110 1 0 &I a 1 0 &IS 1411214 1 f2 1919 a DIREADFORMIIECHNOLDGY 14 12 19 9 a 8 6 6 14112 1019 e 6 0 6 14 12 t a d O 8 ALL PUNTS 507.ID-SET Lm ESS T4- f2 to 9 a a e a 14112 t0 9 .8 8 0 6 14 12 10 9 a 8 i BLUE TA,W/CAP SES; 14 12 10 f a 4 7 14112 10 9 8 8 6 6 14 12 10 9 { d { 8 TAPPER+ A4)MINSNIM EMBEDMENT INTO POURED CONCRETE OF TAPCOX OR TAPCON WM AMANCEO THREASIORM TECHNOLOGY ANCHORS AND TSPPER+ t4 2 /O 0 8 T 5. Sa N f2 iQ 9 8 e a 6 14 t2 t0 9 6 a 3 ANCTWRS IS 1 3/4',AND FOR BLUE TM W/CAP ANCHORS;1S 1 1/2*, 4'-0' 14 12 10 0 a a 0 8 14112 1016 8 a e 8 14 12 10 6 8 0 4 A2)h4 WUMI EMOEOMQ4T OF„1/4'10 6 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'We nil POURED CONCRETC.N0 EMBEOMEM 14 12 f0 0 6 8 8 4 14 11 10 0 O 6 4. 14 /2 10 9 0 { 1 33 14 2 10 f 8 8 a 46 li 11 1019 6 8 d S 14 12 10 9_9 a { 43 4 E(C�yT 10N6 V YS[rOR INTO STUCCO WILL BE PERMRTED, 1/410-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'00 MINIUM SHOULD STUCCO 14 12 14 9 .5 5.5 35 - 14112 .10 f a a a A 14 12 10 a a 7 .6 4 �,yIN-.(\ApN y t0 009.AND f'MI N81ULR FOR WAILS WTDI NO STUCCO, 8._0. 14 12 f0 9 a A 6 5 14 12 IDEA 8 a 6 5.5 14 12 10 9 a 6 8 45 1♦ 12 10 9 a 7 4 - 14 12 10 0 S &a S 16 14 12.10 a 6.5 S 13.513 AL3)IN CASE THAT PRECAST STORE.PRECAST CONCRETE PANELS.PAVERS OR ANY VFHE.ER BE FOUND ON THE OWING WALL OR}1001.. 14 12 t0 a 7.6 4b - 14 12 1019 8 a 6 45 ti 12 10 9 a 8 43 8 - ANCHORS SHALL BE LOND ENOUGH TO RUCH THE MAN STRUCTURE OEM SAID KALI.FINISHES,ANCHORAGE SHALL BE AS p0=0 ON l4 12 9b T3 8.5 4.3 - - 14 12 10 0 8 7b 5.5 4 14 12 10 0 8 6 4.5 3b NOTES A. At A2)ABOVE FOR INSTALLATIONS ON WM S1DNQ OR Elis WITH OR MR10UF NEVA.STUDS CONSULT TMS ENCLVEEA.FOR 6"-0' 14 2 10 9 0 a 6 - 14 12 10 0 8 6 0 5 14 f2 10 0 a 113 S 33 9NSTALIA INTO EWS WiFH METAL STUDS SEE SHEET 20, T4 42 10 9 75 3.5 3 - 14 12 10 aS 7 3.3 4 3 14' 12 8 116 5.6 4 3 14 IZ 10 9 A 8 - 14 12 10 f a 65 S 75 14 12 10 Sb 8 5 4 - (a) TO Eb4BN0 CONCRETE BLOCK:OM C-90) 14 f2 a 115 as 3 - T4 t2 1Q 9 a a 46 Jb 74 12 t0 a 7 S S! J - t/4'10 TAPCON OR TAPCON 1016TH ADVANCED TFSREADFORY TECHNOLOGY ANCHORS.AS HHNUFACELIRED rY I.T.W.NADEK. _ - 1/4'0 4 3/4'AL.PANTS SOLID-SET ANCHORS,AS 0M 40UTED BY ALL POUTS SCREW.BOLT k SKCIALTY COMPANY. 14 li 10 9 d O - N 12 f0 9 0 7 3 4 f♦ 7Z 1 0 73 116 i J _ /' 7'-0' M04M CE,it 14 12 10 6 0.6 4 - - 14 12 q 79 . &5 3 - 14 112 7 118 4b SS - - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FIASTENM.INC„AFDIIVO OWE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURES,Of FLORIDA)DISTISM00 BY All poem SCREW,BOLT 4 SPECIALTY DIRE t4 1I 10 118 . 4 - 14 12 10 0 73 SS 4 ^ 14 12 9 7 7b 45 - CCMPANY OR ANY OTHER APPROVED LICENSED OR A THORMTED VENDOR RECISIERED WID1 THE AMEWAI SHUTTER SYSTEMS ASSOCLAIICO.IND N I t ] SA 4.11 - - 14 /2 10 0 7, SA 4 - 14 12 P 7 6 4b J M f2 SO 9 8 0.b - - fi 12 t4 9 8 d 4 104 102 t0 a 0.6 S 3.5 - FTOTES: - B'-O" to 12 as 7 113 3 - - 14 12 tl 0.4 5.3 4 J - 23 93 4 5 4 3 - Bt)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TM W/CAP ANCHORS AND UAIER+ANCHORS IS 1 1/4'AND 1APCOH t4 2 9.3 74 4 - - - t+ 12 !b a tl.S 3 - ^ 14 12 5 4 8.6 4 / 13 9b 113 S 6 - - 14 12 10 0 83 3 - - f4 I2 0 0.S 3 4 - WON ADVANCED THREADFORM TECHNOLOGY ANGORS IS I'- ti t2 10 9 a - - 14 12 10 9 7.5 4.5 - - 14 12 as 1 33 4 - 8.2)MINIMUM EMBEDMENT OF I/410 It 3/4`Ail POINTS SOLA-SET ANCHORS SHM L DE Eta y OSEOCED INTO EHE CONCRETE BLOCK,FD 9'-O' fi 1tb 7.5 0 4 - - -[14 ii T 5.S 5 3b - ^ tt a b 4.5 35 - - - EMBEOMENT IMO STUCCO SHALL BE PERNRTED. 1/4'0-20 S.S.MAC INE SCREW USED SHALL PE 1 1/2'LONG WNMUM SHOULD STUCCO 14I26 9.5 4.5 - - 12 8.5 > 3.5 4 - - 14 10.5 7 5.3 0 4b - EXIST,AND I"UUMIUSA FOR WA.LS MATH NO STtKCp14 43 5.S 4 - - 12 0 7 6 ab - - 14 }1 7 5.8 4b 33 10•_0, 1412 10 9 7.3 - - 12 fo a 6b 3 - ^ 14 12 e a 5 4 _ - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY AKER BE FOLIO ON THE EXISTING WALL OR FLOOR, 14 t0. 7 5 Sb 0b 0.6 S 4 3 - ^ 10 7.3 5 4 3 - ANCHORS SHALL BE L.ONO E VOUCH EO REACH THE MAIN STRUCTURE BEHI D SAID WALL FINISHEL ANCHORAI.E SHALL BE AS INDICATED ON 14 11 7.3 3.5 - - tb 9 8 S 4 - - 2.S 9.5 8 3 4 4 - - N07ES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VNY'L SAM OR EHS MIN OR WITHOUT AIM STUDS CONSULT THIS ENGINEERos e s - - - u e es ss • - u 10 as s 4 3 - fOR INSTALLATIONANOD EFS WITH METAL STUDS SE£SNEET 20. t4 12 10 - - - - - 12 9 7 a 4,5 - - 14 L03 T 33 45 33 -29 0.3 S - 9 8 4.5 4 3 9' 7 43 3.5 3 - - - (C) ANCHOfN3 Sf1AL.BE INSTALLED FOlL01VVN0 AL OF 1HE pECOMLNEIN0AT10NS ANO SP[CIFiG1110N5 C IHC ANCHOR'S MANUFACTURER. Uf0 7 - - - - t0.tl 7 5.O 45 - - - 1.5 MS tl3 43 73 - - (0) SEE SCHEDULE BElO'N F'OR'LOGE DISTANCE(E.O.)VERSUS SPAONO RELATIONSHIP FOR ANCHORS, 9.3 7 •b - - - 14 t.S 7.5 0 13 - - 12 9 0 48 4 - 12'-0, 14 12 f0 - - - N 72 0 6.513.51- - 13 10 0.3 3 4 - - FSE GIRTINC VERSUS SPACING SCHEDULE LO A NCCHORti RS112110 It 8 5.5 4 33 - - -I.-S. 4 3 -- MA)MUUM ANCHOR SPACINGS ARE VALID FOR EOCE DISTANCES INDICATED BELOW,FOR E.D.LESS TWIN IK'NOICAIM REDUCE ANCHOR SPK{NG 113.310.516 - - - 13 qb I3 s 4 - - - Ob E' 3 4 - - - BY MLITIFLVIN0 SPACING SNOVN ON SCHEDULE BY THE FOLLOWING FACTORS 9 113 - - 14 OS T 115 L. - - - 11 8.3 SS 45 33 - - REDUCED SPACING OBTAINED USHO rACTO SNAIL NOT BE LESS THAN MINIMUM SPACm NDICATI HCR EACH ANCHOR TVPE. 13'-0' t4 li - - - - u 11.3 s e s _ - - . 9 e 3 4 _ _ TSN W1T11 FI1CftNi TAPPER + 10 7b 6 4 J ^ 7b SA 4 3 - ACTUAL s a 43 i - - 9.3 7 s 4 - - - EDGE TAPCON "FAVOR TECHNOLOGY �'PCXM SDUO SEF BLUE TAP 1y CAP 8 6 - _ _ _ _ _ 13 .s 6.515 - - - - o.s 7.3 5 4 - - E v11 �p� MN.SPACING-J" AM SPACNO-3' SPACING-3 I/Y MN.SPACALI-3' 3 3 4 �K�4' ti f2 - - - - - 14 OS 7 6b - - - i a6 S 43 - /' 14'-0' 10 7b - - - - - - 0 7 4.5 33 - - - 7 5 33 - - -- HV BLADE at=A POIplD OOKR7E ORFIifE BJIOt 3POLM 111.315 _ _ _ _ - ft 5 33 43 - - - f 0.3 43 - - - - wt£ •3' LIK EQ-3 Mli Ea.2 i/r Cm EA-3 f E�r CIL« O E OR+01EIE 1fIr 8l 7b - - - - - 12 9 { - - - - - 9 431- - - �I:ADE WONKING 3' 1.0 0.90 T 0.711 1.o OA4 1.0 _ 16'-O• 14 - - - - - - Jb 10 6,5 - - - as e 5 - - = _ - - 9 - - - - - eA AS 4 - 83 3 3 ^ 2 1 2 0.81 t.0 Q07 1.0 10 - - as a 5 - - - s e 4 - - _ _ _ IN UNiSGN ♦ 2• - 0.71 - ost tb _ - 0.91 - _ 26'-0' ti 0.43 - 6 e 6 ♦ 0 BUILDING AU4 Of- 0.36 .t y 'gh Velocity Hureicane zone 02017 TIT£CO,We. 02017LSTERN METAL SUPPLY,INC. BERT K ��r \ a �"' A Accordion Shutter System ■ . R TLV. (11AX/1 Wj OR W10 FIV.WWW BLADE $ y ? stems cF l� TILUT TES71N4 Q ENGINEERING COMPANY American Shutter Systems CV09iC{VNa9 aAtt GRAAIN aP: Lc e H.W.s1a.St.SI..343.WRCM CA 04%Ft4WOA 331 Aaa00tattOn/ 1110. 1 MXA 13-Cps 7 27 1 WE. 07 717 L-----1�c-V� Ph-:(303)071-1530.r4.:(305)071-1531 42e8 Westroada Drive 2 -�' +S'•. rM-/O RIDtP�i�,•'��t�,1Alia -4".tneme u- West Palm $eoch, FL 33407 4 DRAWNG No .......... T 17-107 WLICA TILUNr.P.E. P.E. DATE FLORIDA Lit.1 44167 5 SHE3ET D20 •