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BUILDW'S PEAK RQQr/iceCWff w DESIGN WIND PRESSLW MR CO'M'PONENTS & CLADDNG ZM ) FOR ASCE 7-10 - PEAK RWF HEIGHT LESS TNAN OR EQUAL TO 9W FE l .Y7 BASIC WIND SPEED - 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCAL BUILDINGS(RETAIL, WHOLESALE) PEAK L-LESS THAN 7'-9" L"GREATER OR EQUAL THAN 7'-9"AND L-GREATER OR EQUAL THAN 12'-J" ROOF LESS THAN 12'-J' HEIGHT POSRIVE NEGATIVE POSITIVE MEGATIYE POSITIVE AEOATIVE (h) ULTBMTE AS& ULT9MIF A.S& UL79MTE A.&.0. ULTIMATE ASO. ULTIMATE A.&0. ULTIMATE A.&& * IJOGiED DESIGN WINO PRESSURES . CORRESPOND TO THE OAK RN ENO 77115' 76.4 45.8 102.4 674 30 4J.8 95.5 573 68.5 41.1 86.4 51.8 ZONEAND I NE CONDITIONS> 75'-20' 80.4 48.2 707.6 64.6 76.8 46.1 100.4 60.2 7T.0 432 90.8 54.5 AND FOR ALL ROOF SLOPES. >20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 .1T.1C L-STORM PAWL LENGTH >25-JO' 86.2 51.7 115.5 69.J 82.4 49.4 1077 64.6 77.J 46.4 97.4 58.4 ACCORDION sHOTlER >JD'-4o' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.7 48.7 102.4 61.4BLADE LENGTH OR fi1MMMA HEIGHT. >40'-50' 94.J 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 6J.9 AIAIA' PRODOTS WHICH BEAR A >50'-60' 97J 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 65.9 ' -OW couvTr A STATE OF FLORIDA APPROIML niUlNNG'S PEAK ROOF HEIGHT ry DESIGN WIND Ply MERE MR COMPONENTS& CLA NG((+.SF.) FOR ASCE 7-10 - PEAK ROOF HEMI GREATER THAN BO f£ET BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) Pt Of PEAK Lam"LESS THAN 12-5" L"'GREATER OR EQUAL THAN 72'-J" ROOF HEIGHT POSITIVE NEGTIK POSITIVE NEAITIYE (h) ULTIMATE ASA ULTIMATE A.&D. UL TAM TE ASO. ULTAIMIE A.S.D. >60'- 70' 91.5 54.9 1677 100.6 84.3 50.6 148.4 I 89.0 > 70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >Vol-90' 95.6 574 175.2 105.1 88.0 52.81 0 93.0 >90'- 100' 973 58.4 178.4 107.4 89.7 53.8 1579 94.7 > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 00EP�I4PIp� > 740'- r6D' 105.6 6J.4 193.6 116.2 973 58.4 171.3 102.8 \�\I4II1���EJ "�• > i 1078 64.7 1976 1 99.J 59.6 174.9 104.9 \\\ HGI1s, ��•j F'• 109.8 e 65.9 201.3 120.8 101.1 60.7 178.1 106.9 \\\ S --250" 114.1 209.2 105.2 63.1 185.1 111.1 1, No.44167 >250'-300' 1178 70.1 216.0 129.6 108.5 65.1 791.1 174.7 * * >300'-330' 121.0 72.6 221.9 133.1 111.5 66.9 1963. !123.1 17.8 "O•, STATE OF >J50'-400' 12J.9 74.J 2271 136.3 114.1 68.5 200.9 20.5 50:_ OO: 1128.8 77J 2J6.� 149.7 118.6 7�2 206.9 25.3 This is Not A Master Drawing. Valid Only For One Time Permit, 1.)THS CERTWED SIGNED AND SEALED WING Law CHMRT,PREPARED BY na EAGNEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 NPN,AND 2014 (5th EOTOV)FLORla4 BUILDING CODE-BROWARD, PALM BEACH. MARRN, Sr. LUCI£&INO/4N RNER COUN77ES APPLICABLE RISK CATEGORY BUILDING A EXPOSURES,LS COMPLETELY GENERIC AND DOES MDT PROWDE INFUR 477ON FOR A SITE SPECM PRCIIECT. ASCE 7-10/ WIND PRESSURE CHART As slMowN A)THIS WIND L040 CHART MUST BE&M,NEO.SEALED AND 04TED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS ACCOFVQN&B4H4M4 SHUTT£ s•� SLE J.)CONTRACTOR OR pow FOLDER 70 BE RESPONSKE FOR INE SELECTION OF DESIGN WIND PRESSURE SAM ON THIS GENERIC WIND LOAD C7MRT. RISK CAT. R BLOCS O6/II/IJ WAD PRESSURES ARE LMTIMMTE AND AID.PRESSURE& C/. 1 N e. PRESSURE 0ATE 4.)THS WIND La4O CHART&ALL BE CONSIDERED M WID IC ALTERED BY ANY MEAN& I� `X19 O Wl�SD SPE 7C-RT "Wr TE"J'IM&ENm4e -Ph COMPANY f.IPOSUlEE D.Kd-aBs 15-188 5.)DESItW WSO LOW SELECTED BY THE CONIM1C70R OR PERMIT HOLDER fRDW TADS WINO LOAD CHART smu BE INDICATED ON A SEPARATE DOCUMEW,PREPARED BY eae=:-096 R4 aar tt ar amt Wr.WM wgav,n Lura TIE LbVNTR1CTOR OR PERMT HOLDER(e.y.,SPREADSHEET,OPENING SChEDULE✓TAKE OFF SHEET,ETC). PMnR:(aMSS;e7hISa0.i:(auaN7l-IAI rw w ao4rnW rrt aW r mr euv arR DRAWING H. EB-0006779 WALTER A mur JT.P.E. aIP rr-rTa I a - - SHEET r OF 1 fLa%LM UR:. 44167 a♦mrMWta _ _ F }i 4 Professiopat Regulation OcF$Komc wg In User Registration Hot Topics Submit Surcharge Ststs a facts Pobiicauous FOC Staff i, scls site P Unks '�Search Busine ProfesSibrial USoduccAppcUsV ,►aI USER:public Use N r, JCC ALOtaral Ptd�u>P.tt uucC 0+A:r.F.EaCinic Seen:t s 4l a:Or.Q > ligation.Detail Ft, FL389-R8 Application Type Revision Code Version 2014 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 IrodriguezOeasternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category hullers Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Archite 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 12j3112017 Validated By John W.Knezevich,PE Validation Checklist Hardcopy Received Certificate of Independence EL $9..._ _... QI HyAk CORDIDt,f, vii}� ZF Referenced Standard and Year(of Standard) StandardYear ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2042 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code 1 Product Approval Method Method i Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBG Approval 05/07/2015 Date Approved 06/22/2015 Surnmary of Products Ft 7r Model,Number or Name description 369.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades ra tined by tracks Blade 3-(Non-HVHZ)-Drwg,15- (top and bottom)for storm protection 086 omits of Use Instal#anon instructions l Approved for use In HVHZ:No Ft3P9_R €i A.S.S.A,iN-_.._CR iG..t 7_ ,.ice` Approved mor use outside HVHZ:Yes Verified By:American Test Lab of South F orida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 A£ A.S.S.A.INC, P,E positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" fpr 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations Into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389,2 Bertha HV Accordion Shutter-Slade Extruded aluminum interlocking;blades retained by tracks I Only-(Non-HVHZ)-Drwg 1S-085 (top and bottom)for storm protection Limits of Use Instailation Instructions Approved for use in.HVHZ:No ` FL38+= R8;(.A,S.S.A.IIUC._ Approved tDr'tlSe c HVHZ:Yes Verified By:American Test Lab of South onda Inc. impact Resisfa Yes Created by Independent Third Party:Yes Design Pressu .N(A Evaluation Repots Other:Large mi I^0".Max.Span is 16'-0"for 30 ! p.s.f negative ASO load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVi blade,8'-0'for+64, -72 p.s.f-load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p..s.f.for HVi and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extrudedaluminum interlocking blades re ained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits Of Use Installation instructions Approved for use in HVHZ:No F1,169 R8 TI A S 5 A INC,_-_ G.1c 4 uKff Approved for we outside HVHZ:Yes Verified By:American Test Labiof South I lodda Inc. Impact Resistants Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:targe missile.Max.16'-0"span at 30 p.s.f ASD load FL389 Ria AE A-S.z-A-1_41 for Blade 1 and 1B'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively each Nese Contact Us::2601 Blair Signe ROW.Taaahaivil ee FL 323"Photo:850-487-1824 The state of flonda is an AA/M employer,eonvriaht 2007-2013 State of rlork a,::Privacy Staremem:: Refund Statement Under Florida law.ema9 addresses are public records.it you do not want your a-[nail address released in response to a pubhsi•racatoros rest,do nm send electronic (pail to this entity.Instead,contact the Waco by phone or by traditonal snail.If You have any questons,pease contact 850.487.1395.• uant to Session 455.275 (1),Ficrga Stattrtas,~We October t.2012,licensees licensedunder chapter 455,F;S-must provide the Departmom with an email ad mss r'they have one.The ejnaiis provided may be ined for oM!dai communication-0 the 0ceasee-However emaa addresses are public recd d.if you dio not wish to supply a personal address, tlease-provide the DepaRmdK wlth an email:address which can be made available to the public.To determine it you are a I"nsee under Chapter 455;F.S.,phase dick}ter!. 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