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WS-15-1961 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-240647 Permit Number: WS-8-15-1961 Scheduled Inspection Date: August 31, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Shutter Final Owner: ANGLIN,ALLISON Work Classification: Shutters Job Address:180 NW 101 Street Miami Shores, FL Phone Number Parcel Number 1131010230180 Project: <NONE> Contractor: LOWES HOME CENTER INC Phone:407/370-2872 Building Department Comments INSTALL 8 SHUTTERS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 28,2015 For Inspections please call: (305)762-4949 Page 7 of 26 Ir Miami Shores Village �� Building Department AUG 0 4 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 B Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20/IVa BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. *BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1190 /Vtt/ /0/sr 3 5 C) City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: It 0 10/ o CSL 3 — ®10 6 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Al i:Zy7 /I r1C Ii^n Phone#: Address: /00 MW 10/ '51-- City: 1--City: State. 04:,L_ Zip. 3 I S Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: L.owes 4M-r0 C"el Phone#—Jg(a Address:?n21,9%, '-7 0L c3 Or la City: bijState: �,. Zip: Qualifier Name: Phone#: State Certification or Registration :7Certificate of Competency#: )`- DESIGNER:Architect/Engineer: Phone#: Address: City: State Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: S Lhn�&J/ Specify color of color tile: Submittal Fee$ aa /1 _�)61U CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 115S. �40 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. B Signature Signature 7 - OWNER or AGENT ONTR CTOR The foregoing instrument was acknowledged before m�this The foregoing instrume' w1 acknowledged before me this c day of �✓ 20 I �s by day of V 20/S by who is personally known to ifbho is personally known to me or who has produced D r►IIIc'-T 4-®40A!54, —as me or who has produced as identification and who did take an oa identification an public State of F►odde otary NOTARY PUBLIC: NOTARY PU C: r° P` eoconda Banda v My Commission FF 064475 Aires o110512018 Sign: g Sig Print: OL30Print Seal: e w Seal: *************************** *** ** ********************************************************************** a APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revisedo2/24/2014) to ACLIABILITY DATB{k9MrDDiYYYY) 03t3tfZU15 THIS CERTIFICATE 18 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement..A statement on this certificate aloes not confer rights to the cottlttcate holder In list;of such endorsament s PRODUCER CONT h4amh USA tnc: NAMOT _ 100 Ntldh Trym Sum,Salta 3w Pyr%EM; �FAf, .tie):._ 63rW(8,NC 28202 AhtAtL AooaESs: .................... ................. NAICP 47025-CASUA-ONLY-15-16 Licens FL LHC INSURER A i NaftW Unba Rre las Co Piltsi urgh PA 19445 INSURED INSURER s:New Hai rs insaW"Company 23MI Loses Cbmparrsa,Inc. _.. andSutlsPdlaries INSURER C.,Steadfast lnsmnceCompmy 25387 10 0 Luxe's Bfud: INSUReR p: f eav11%NC 28117 INSURER E• INSURER COVERAGES CERTIFICATE NUMBER: ATL4029362-42 REVISION NUMBER. TH!$IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN-ISSUED TO THE INSURED NAMED ABOVE FOR-TILE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUiREmENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO V041CH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR WR POLICY EEF C E . ._.._. .-. TYPE OP INSURANCE INSR wVoT POLICY NUMBER WAYS l t3eNeRALRufs1UTY EACHOCGUI ICE 5 ............ SgtFinsurc!-SeB Bax GO!,If�SERCIAt{iENERALI.FApILtTYPREM-D. t 'F75R�{�T S —.1 CLAIb1S4AAm ❑%-cud MED w am pusm)— S _..____....._.......__ PERSONAL 6 ADV INJURY $ GENERALAGGREGAIE S GENI.AGGREGATE LIMIT APPLIES PER, PRODUCTS-COMPIOPAGG S Poucy Mot LtX _ e A AUTOMOBILE LIMILITY CA5260749(AOS) 04101015 0410112016 WT B X ANYAUTO CA5260740 Q.4A) 041IU20% 04100201$ BOULYINJURYIParperaw) S A AAUTOS LL rNVEO SCHEDULED ED 260760(VA) 0441011ZIS 041010% 80D)LY INJURY(Per=ddenl) S NtidED PRQPER DAh4ACal ItIREflAUTOS AUS S S C UMBRELLA LwiiX OCCUR iFI23782 101 14101172014 04MrAi7 EACH OCCURRENCE 5 $ODI118I!} EXCESS LIAO CLAIMS-MADE AGGREGATE $ 5+ DED TE _ S _ WORMRSCOMP911SATION 'R 77 ) 04101 112016 TA OTH- AND EMPLOYERS'UASI.TTY g YIN WOO=1553 04410% 04IOtf2016 20000IOi ANYPROPRiETORrPARTcdER�cCcuTna>� �� E.L:I:ACHACctDENT s B CfFFfCER4,1EMBEREXCLUDED? N NIA IMande ery in NH) =171mm(MN) 0410112015 04002016 E.L.IHSEASE-EA EMPLOYE $ Zx,0 8 Iyes.aescr under S4CA39901564 s2,W.VT _ _. CwSC3d1PT1a3ti OF OPERATIONS below �s ) 041)11201:.5 04/01Y1016 E.L.=EASF-PMICY UMn' S 21000 A bcmWC XV4'C M60(AOS) 041010iS 04410% jWC3IaWL-$UH,xs$14 SIR A ExoessWC XWC9883aSI1(FL) 0410112015 0410412016 WCSt KL:Wtxs$2m0SIR DESORPTION OFOPERATIONS1LOC4110 bdVEHICLES(Attach ACOROfef,AotwormlReewrksSchedule,Nrnamspace Isrequited) Insured IsSeilinsuledforGerleralUat lyfix#eperl ofQ112015to4101M6. I.WdSHOM Centers,Inc.and Limes 14D=Cwtsrs,LLC.Is a nawd Insured under 0reraptlea d poWes.Filo Contra der s Lkme No CGC15084I7,Peter Anthony Cafaro Ili,CerM GeAW Cont WW. FbWaContrackits Lkentse No.CCCn1328824,FWerAnilrafyCafero 111,Cs f*i Rwfmg CkIntracOr.(Plem sea Page 2w efdnionai In(wrr,aka) CERTIFICATE HOLDER CANCELLAMN %fow"Shores SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050N.E.2rtdAVenue THE EXPIRATION DATE THEREOF, NOTICE WLLL BE DELIVERED IN Mamie Shotes,FL 33138 ACCORDANCE VWTH THE POLICY PROVISIONS. AUTHOFMO REPttEMTATWE of Marsh USA Mr. Paula Stapleton A 1088-2010.ACORD CORPORATION. All rights reserved. ACORD 26(2010106) The ACORD name and logo are registered manes of ACORD s Its A A �1 ami Shcres Village" AP,PPOVED C 0, BY DATE ZONING DEPT BLDG DEPT SUBJECT'rO CCl6.,p .NCF STATE AI\t ��FEDERAL a Y ,)CCUN`iY.,(;L��,dC RE:f3l9LA_n®N' S REAR Lowe's Millwork Site Plan RECEIVED 1_�•sx it AUG 0 4 2015 12 �. 36. 1a -- GJP 50.S-X3(c-S la _ �b GO is 6SO•SX Gli 16 Jo.S X 48 17 19 INCE Corner Distance(indicate owning.al CJ GRU ' ts A C F �ODlLtY tntOrnl/d�ien str J:,UTP.iF�V_ CO�CC�N'�`ti4f•—,1f'�i C•QfFAS•_ ,• ph.a..roof Ha�Bht_.L Y..i enFt` 4 _ W:ev .SD.. p„;��,.. �Y.r CS:•N• � ...."off..., Cc i !..t!• •+ tj fROt1IT lG.... .•._,nuF; r► :f• Custome•Name:_ (i1,1�1•— .rt aecress ITO t4.!t)• LO t •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •••• • ••• ••• ••• • • ••• • • • • • • •• • • • • • • • • • • • •• • • • ••• ••• ••• • • • • ••• • • • • ••• • ' Scanned by CamScanner . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . -""NNW 7/28/2015 WIND10 Detailed Wind Load Design (Method 2) per ASCE 7-10 Analysis by: EDWARD TORRES 841 GARNET CIRCLE WESTON FLORIDA 33326 PHONE 954 559-0290 AR#094792 Description: ALISON AMGIN 190 N.W. 101 ST MIAMI SHORES, FL 33150 User Input Data Calculated Parameters Structure Type Building Importance Factor I 1 Basic Wind Speed(V) 175 mph Himfcane Prone Rcgroo(V-00 mph) Struc Category(I,II,III,or IV II Table 6-2 Values Exposure(B,C,or D) C Alpha= 9.500 Struc Nat Frequency(n1) 1 Hz zg= I 900.000 Slope of Roof 1.0 :12 Slope_of Roof(Theta) 4.8 Deg Type of Roof Monoslope Kd(Directonality Factor) 1 Eave Height(Eht) 9.00 ft Ridge Height(RHt) 15.00 ft Mean Roof Height(Ht) 12.00 ft - At= 0.105 Width Perp.To Wind Dir(B) 33.00 ft 1.000 Width Paral.To Wind Dir L 50.00 ft Bt= gm= 0.850 ffHei9hVLeast lculated Parameters Cc= 0.200 Type of Structure I= 500.00 ft rizontal Dim 0.36 Epsilon = 0.200 11 re No Zmin= 15.00 ft Gust Factor Cate o I: RI Id Structures-Simplified Method Gust1 For rigid structures Nat Freq> 1 Hz)use 0.85 0.85 Gust Factor Cate o II: Rigid Structures-Complete Analysis Zm Zmin 15.00 ft Izm Cc`(33/z)"0.167 0.2281 Lzm 1"(zm/33)^Epsilon 427,06 ft Q (10.9314 l(1+0.63`((B+Ht)/Lzm)^0.63))"0.5 0.8889 Gust2 0.925` 1+1.7`lzm`3.4`Q/ 1+1.7`3.4`Izm Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpl jEnclo'sed'Builaings ondition Gc i .. .. . . . . . .. Max+ Max- : per•Btpildings • • 0.00 0.00 �. • artiAly�Encloset Builalings 0.55 -0.55 • •• • •• 0.18 -0.18 Enclosed Buildings 0.18 -0.18 • • • • • • • • • • • • ••• • • • • • • •• • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • ••• • • • Page No.1 of 4 Developedby M�^n*rp'se:.In capyr^1:06 •�� PDF*Createtl /h deskPDF PDF Writer-Trial :: http://www.docudesk.com 7/28/2015 WIIND1Q Detailed Wind Load Design (Method 2) per ASCE 7-10 6.5.12.2.1 Design Wind Pressure-Buildings of All Heiiahts EI)Posi KatTqZA2 Pressure Ib/ft"2��G indward Wall* Leeward Wall TotalShear Moment Cpi -GC i +GCpi •GCpi +/-Gc I (Kip) (Kip-ft) 1.00 38.15 52.37 -20.44 -6.22 58.58 0.00 0.00 1.00 38.15 52.37 -20.44 -6.22 58.58 0.00 0.00 1.00 38.15 52.37 -20.44 -6.22 58.58 0.00 0.00 1.00 38.15 52.37 -20.44 -6.22 58.58 29.00 217.49 ve forceshe face and Negative forces act away from the face. Figure 6.6.12.2.4 Parapets Type of Parapet Oen Top Elevation of Parapet 160.00 ft Para et-Windward Pressure 197.18 Ib/ft 12 Para et-Leeward Pressure 7120.50 Ib/ft"2 Figure 6-6 External Pressure Coefficients, CP Loads on Main Wind-Force Resisting Systems Method 2) Theta B h 7. MQh rmula 70.�6 01'(15/zg)"(2/Alpha) opographic factor(Fig 6-4) 0256-(V)"2'I'Kh'Kht`Kd omp&Clad:Table 6-3 Case 1 0256'V"2'1'Khcc'Kht'Kd Wa 1 ressure Coefficients,Cp SE C • • WMn d It ee•Fi ure 6.5.12.2.1 for Pressures 0.8 • •• ••• •• • • • •• Roof Pressure Coefficients,CP Ro f ea .ft. • iced tion F r• • ' ' 'lCalcTilations Or• nd Nor al to 33 ft Face Cp Pressure(psf) ••• • • • • ••• • • • • • ••• • • • Page No.2 of 4 Developej by jo�jljdljj ,III COLLA=006 ••• 'PDF Created with deskPDF PDF Writer-Trial :: http://www.docudesk.com 7/2812015 W_N�IO Detailed Wind Load Design (Method 2) per ASCE 7-10 dditional Runs may be req'd for other ovind directions +GCPI -GC Leeward Walls(Wind Dir Normal to 33 ft wall) -0.40 -20.44 -6.22 Leeward Walls(Wind Dir Normal to 50 ft wall) -0.50 -23.90 468 Side Walls -0.70 -30.61 -16.39 0 verhang Bottom(Applicable on Windward only) 0.80 45.26 45.26 Roof-Wind Normal to Ride Theta<10 -for Wind Normal to 33 ft face Dist from Windward Edge:0 ft to 24 ft-Max Cp -0.18 -13.15 1.07 Dist from Windward Edge:0 ft to 6 ft-Min Cp -0.90 -37.33 -23.11 Dist from Windward Edge:6 ft to 12 ft-Min Cp -0.90 -37.33 -23.11 Dist from Windward Edge: 12 ft to 24 ft-Min C -0.50 -2n3 - Roof-Wind Parallel to Ridge(All Theta -for Wind Normal to 50 Dist from Windward Edge:0 ft to 24 ft-Max Cp -0.18 -17 Dist from Windward Edge:0 ft to 6 ft-Min Cp -0.90 -31 Dist from Windward Edge:6 ft to 12 ft-Min Cp -0.90 -31Dist from Windward Edge: 12 ft to 24 ft-Min Cp -0.50 -28Dist from Windward Ed e:>24 ft 0.30 -16 `Horizontal distance from windward edge Figure 6-10 External Pressure Coefficients, GCpf Loads on Main Wind-Force Resisting Systems w/Ht<=60 ft Kh= 2.01*(15/zg)"(2/Alpha) = 0.96 Kht= Topographic factor(Fig 6-2) = 1.00 Qh= 0.00256*(V)^2*lmpFac*Kh*Kht*Kd = 39.50 Theta= Angle of Roof = 4.8 Deg 3 , r2) � �� j �..i ._ !I I � r�\\:. 'r •t5 r- 501 Transverse Direction Longitudinal Direction Torsional Load C29e5 . .. . . . . ... . Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpf -GCpf qh Min P Max P ••• • . • s (Psf) 1• •4Ll • •0.18• -.*018 66.55 14.64 38.60 2r• �0.�.9 : :0.`18• :0 X18 66.55 -57.90 -33.94 • • 3' -017 * 0.18 -b.18 66.55 -36.60 -12.64 ••• • • • • ••• • • • • • 000 • • • Page No.3 of 4 Develops kby Meemerser� isa6 in o CopYr�gh0 006 �'* TPDF•C4atedU?h deskPDF PDF Writer-Trial :: http://www.docudesk.com 7/28/2015 WIND10 Detailed Wind Load Desi n (Method 2) per ASCE 7-10 4 -0.29 0.18 -0.18 66.55 -31.28 -7.32 5 -0.45 0.18 -0.18 66.55 -41.93 -17.97 6 -0.45 0.18 -0.18 66.55 41.93 -17.97 1 E 0.61 0.18 -0.18 66.55 28.62 52.58 2E -0.54 0.18 -0.18 66.55 -47.92 -23.96 3E -0.51 0.18 -0.18 66.55 -45.92 -21.96 4E -0.43 0.18 -0.18 66.55 -40.60 -16.64 *p=qh*(GCpf-GCpi) Figure 6-14-External Pressure Coefficients, GCg Loads on Components and Cladding for Buildings w/Ht<=60 ft for Monoslope Roofs 2a 2yt 2• 3 lit 4a 3' 2' 1 'I�hctu z j-4a a= 3.3 =_> 3.30 ft Double Click or)art data ort line to receive e help Screen Component Width Span Area Zone GCp Nind Press(Ib/ft" (ft ft (ft-2) Max Min Max Min 1.(2)WINDOWS 3.5 4 14.00 4 0.88 -0.97 41.74 45.30 2.(2)WINDOWS 3.5 4.8 16.50 5 0.86 -1.19 41.25 -54.05 3.WINDOW 4.1 2.9 11.89 4 0.89 -0.98 42.19 -45.74 4.WINDOW 4.1 3 12.30 4 0.89 -0.98 42.10 -45.65 5.(2)WINDOWS 3.5 5 17.50 5 0.86 -1.18 41.13 -53.83 6.WINDOW 4.1 5 20.50 4 0.85 -0.94 40.70 -44.26 7.WINDOW 4.1 4 16.40 4 0.87 -0.96 41.31 -44.87 8.(3)DOORS 3.4 6 20.40 4 0.85 -0.94 40.72 -44.27 •• ••• • • • • • •• 0:0 0:0 • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • ••• • • • • • • • •• • • • ••• ••• • Developed t&Me:a i;pt4rfCW%,*1nc.topyr -'V0ae Page No.4 of 4 •:•P`DF Creafted!ht&sScPDF PDF Writer-Trial :: http://www.docudesk.com Florida Building Code Online Page 1 of 2 3Vt5 s5f3 / gg� ,u'Ni%/rr ''IyZ 9 a.� n£c„ Svi=Ri of SCIS Home ' Log In User Registration Hot Topics Submit Surcharge Stats&Fads Publications I FaC Staff SCIS Site Map I Links k Search Bus'necs "" (3I'OCSJ' ,: Product Approval c USER:Public User Regulation I!!II Proaud Approval Menu>Product or Application Search>Application List>Application Detail �1',; FL# FL1850-R10 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 13 Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley lrodriguez@eastemmetal.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 1 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 12/31/2017 Validated By John W.Knezevich,PE W Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R10 COI HV Accordion CI HVHZ.odf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 •• ••• • • • • • •• •• AuWalanci 413444ulct Standards Crrt!R B • • • • Sections from the Code • ••• • • • • • • • • • • • • • • • • ••• • • • • • • •• • • • • • • • • • • • •• • • • ••• ••• Product Approval Method Method 1 Option D ••• s • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w('EVXQwtDgs9%2?/o2ftCOhpJ... 8/3/15 Florida Building Code Online Page 2 of 2 Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23 Summa o roducts FL# Model,N ber or Name Description 10.1 Berth HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuck s and (HVHZ)Drawing# 15-081 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 II A.S.S.A.INC. drawing DRWG.15�idf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida c. 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 FL1850 R10 AE A.S.S.A.INC. P. DR' 5-081, df 1pg�jpositive ASD load and 13'-0"for 35 psf negative ASD Created by Independent T arty:Yes loo or one specific condition shown in span tables.See addition ds and spans on engineered drawings. 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo)-HVHZ-Drawing#15-079 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL1850 R10 II A,S.S.A.INC. DRWG.15-079.odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max.span is 13'-2"for 30 FL1850 R10 AE A S S A INC PER DRWG 15-079 Ddf psf positive ASD load w/o window blade, 16'-0"for 30 psf Created by Independent Third Party:Yes negative ASD load for HV1 blade w/o window blade for conditions Indicated on schedule#1,sheet 12.And 15'-5" for 30 psf positive ASD load w/o window blade and 18'-0 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12,25,28 and 28A of Installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 1 Only(HVHZ)-Drwg# 15- (top and bottom)for storm protection 080 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 II A.S.S.A.INC Drawing DRWG 15-080 Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D".Max.span is 16'-0"and FL1850 R10 AE A S S A INC PER DRWG 15-080 Ddf 14'-9"for 30 psf ASD negative load depending on Created by Independent Third Party:Yes centermates and locking rod configuration for the HV1 blade, 8'-0"for+64,-72 psf load for HV blade for Keystone mountings 7'-0"for+75,-75 psf for metals stud mountings and W-0"for 110 psf.for HVl and HV1A working in unison. See sheets 7, 11,20 and 19 respectively of installation drawings for other spans and pressures. 0 Next Contact Us::1440 North Monroe Street.Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::PrWecv Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional 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 emaits 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 hese.. • • • • • • • • • Product Appal Accepts: •• ••• •• • • • •• la:G. .> nttil9atc:� s • ••• • • • • • • • • • • • • • • • • ••• • • • • • • •• • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2P/02ftCOhni... 8/3/15 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.Y.BLADE W//OR W/O HV.WINDOW BLADE$3 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPUANCE IN ACCORDANCE WITH THE 2014(53h EDITION)OF THE FLORIDA BUILDING CODE DESIGN ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HK3N VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1820OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHU TER WILL BE INSTALLED WITH A DIRECTIONALHY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (ASD.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5. 6,7.8&18. INORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL LIF'.FIRST R17X10ED To AS.O.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAIL (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 6,7,8& 18. IN ORDER Te vEBoIlorAT ANCHORS ON THIS P.E.O..AS TESTED,WERE Nor OVER STRESSED,A 33 X INCREASE IN ALLOWAELE STRESS FOR WIND LOADS WAS TABLE Of CONTENTS S • AJALYSIS.AM L DURATION•FACTOR C--1-60 WAS USED FOR VERIFICATION OF FASTENERS SPACING IN WOOD. • ••�e H.V.ACCORDION VuTrmosys"WNH H.V.BLADE#3 W/OR W/O H.V.WINDOW BLADE f3 ADEQUACY FOR WIND AND IMPACT LOADS HAS BEEN VEP N ACCORDANCE AREA 1• HV BLADES(1) FL NA� • S&Tq 1626 OF-THE ABOVE*IENTIOI'®CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS: go*** GENERAL NOTES. •••DKV. BLAdk g3#8403.01-OS WITH ADMSHEET 1 • • IDUMS/3&$3A. DATED 4/30/14.D82&01-10(MITH ADDENDUM#2, DATED 430/14) 122001-10 1209 / . . . .01-10&042202-14. ��C SYSTEM R:OMPONENTS. 1-21 SHEET 2 • AS PER PRNTOCOLS TAS- ,0T &TAS-203,LARGE MMSM SYSTEM COMPONENTS. 22-36 SHEET 3 iQH.V.BLADE#3 WORKING IN UNISON WTM®H.V.WINDOW BLADE$3/0829.01-08 WITH ADDEMDUM Q2.DATED 4/30/14. AS PER PROTOCOLS TAS-201.TAS 202&TAS-201 LARGE MISSILE TYPICAL.SHUTTER ASSEMBLY. SHEET 3A o•••iOHV. 0000 so 00 l b AND H.V-fWNLX•Y BLADE 03 ARE ENGINEE'R'RQ7 TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL.LIMITATIONS AND CONDITIONS OF US AREA2 HV BLUE n1 AND Hy WINDOW B (li INDICA t)FIFSHEET & •••••• • • ,• j,'�'',,'�"'} ®, tel""ALTERNATE�.SHALL BE AS INDICATED ON SHEETS 3&4.USED AT BLADE'S KNUCKLE.ACCORDION PNS©,USED AT NY DIRECT MERE AB31Q�ih • MOUNT SHAU-N87 AS•INDICATW ON .•PINS SHALL BE 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 173.8 KS'YIELD STRENGTH AND 187.4 KSI TENSILE STRENGTH. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS. SHEET 4 •••••FR NS SFIALL HE COATED WITH BERTHA HV DACROSHIE O COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH MAXIMUM SPAN TABLES. SHEET 5 • AkERICAN SHUTTER SYSTEMS ASS6MIM•• SHEET 6 ANCHOR SCHEDULE-CONCRETE ••••3! SHEET 7 JdL ALUM:I!EDMISIONS SHAL•@M&MdWUM ASSOCIATION 6063-T6 ALLOY AND TEMPER,WITH FY-27.1 ksl MINIMUM (UNLESS OTHERWISE NOTED). ANCHOR SCHEDULE-CONCRETE&BLOCK SHAT 8 ANCHOR SCEffDUIE-W000 4.ALL SCOWS b BTZ%TANLESS SGF.L 3"OR 316 AISI SERIFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DN 5°018 MID SECTION 2411.3.3.4 OF THE FLORIDA INSTALLATION DETAILS 1-8-CONCRETE&BLACK SHEET 9 .:Do•i ILLI C0%20°•i WITH 50 kdt YI&D ST4MGTH AND 9D ksT TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. INSTALLATION DETAILS 7-9-CONCRETE&BLOCK SHEET 10 5. BOLTS TO AE ASTM AA307 GALVANNLZED SIEE)-OR Arm 3o4 SERIES STAINLESS STEEL WITH 35 kei MINIMUM YIELD STRENGTH. INSTALIA110N DETAILS 10-METAL.SND SHEET 1SHEET 111 0000 NST. DETAILS W/FN CENIERLIATES®&® 6. SEE SHEETS 6&8 FOR ANCHORS SPECIFICATIONS ON DIFFERENT SUBSTRATES. INST. DETAILS W/FIV`r LOCK cavae RTES &0 SHUT 12 HIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 16779582.COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S. PATENT INST. DETAILS W/HD CENIERMATT3 O 0& SHEET 12 7.T 8179 ISSUED TO EASTERN METAL SUPPLY. INC. END CONNECTION DETAILS 1-6-CONCRETE& BLOCK SHEET 13 {HIS B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. INSTALLATION DETAILS 1W--SW-WOOD SHEET 14 CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. INSTALLATION DETAILS 7W-IOTA'-WOOD SHEET 15 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE. DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT.OR OTHERS,MUST END CONNECTION DETAILS 1-6-WOOD SHEET 16 PROPERLY 0.06E At.LCONTERMATES AND ENGAGE OR LOCK ALL LOCKS' ARE& ;. W WJNDOW BLADE Q ONLY 10.SHUTTER MANUFACTURER'S LABEL SHALL SE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 17 CODE ONE LABE SHALL BE PLACED FOR EVERT'OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CDD& TYPICAi1 SHUTTER ELEVATION SHEET 18 11. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH HN.BLADE B3 W/OR W/O H.V.WINDOW BLADE M3 INSTALLATION SHALL COMPLY WTH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12 (a)TMS pyo.PREPARED BY THIS ENGINEER IS GENE IC AND DOES NOT PROVIDE INFORMATION FOR A SITE sPECEne PRWECT,Le.WHERE THE SITE CONDITIONS DEVIATE FI`M THE P.E.D. (b)CONTRACTOR TO BE RESPONSE FOR THE SElECRQN.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS TH6 P.ED»PROWnD®Hr/sHE THIS DRAWING SHALL ONLY BE USED TO DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT,CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECS PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.OR.) 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.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DAIS AND ORIGINAL SEL.AND SIGNATURE OfTHE' , }➢l;'�E"° °F I THAT PREPARED Fr. FLORIDA BUILDING CODE (High Velocity Hurricane Zone Ir- a 2015 EASTERN METAL SUPPLY,INC. W��P vcisF• '� BERTHA We A S S A Accordion Shutter System *_� IL E C O E■c. ■ ■ ■ ■ Kv BLADE 3 W ox W/o Kv.Vam BLAX 03 .O s 11LUT TESTENG 6c ENGINEERING COMPANY American Shutter Systems 1O Ke oL1,'Cwim I1A1E MiAw B1`ME _TQ•' , �' SM&W.3Mh.St.Ste.X5.VAM"CNWM RAF RDA 331 26 8 Weldon+on, In*. i aD,7-� ytona n0A 04/10/15rNo ,�ORI •+ Pkmre:(305)671-1630.I=:(305)371-1531 4268 Wastrocds Drive a DRONING No -' BK�o�olemn Wast Palm Beach, FL 33487 s 15-081 "' sslONAt WALIM A TILUT J1 .P.E. ` l ter•••': FLORIDA U.#44167 8 SHEET P.E. SEAL/SIGNATURE/DATE s O in 1.900' 1975- rim% ' oeo'PIN Now 1952' gas- , 191Y .wT O u a -.t9o• 953• b x 0.1 Y � .080• � � h � ,�• S c7 0.334• •y.Ol ► - .Sw .o6a' MAX. O HV BLADE 111114 �` +•+ t91< o' 1.t54 t na t.1e<• oat z"r t.tr55• , O,O ALUMINUM ANGLES 1A HV WINDOW BLADE A3' 3 szo• 3993 HEADER 3 B.R TRACK 4 HV ILL O 1�B•O• - QUALIFIED FOR U E W/ HV BLADEUI • SEE LIMIT NS OF USE rE J''Dg SHEET' 18 QUALIFIED FOR USE W/ Hv Fl ED US W/ HV gUALJFlED FOR USE W/ Hv QUALIFl OR U7 w/ HV • • ••• • •• BLADES .® BLADES 1 , BL 1Q.® X ® t •• ••• 0 .ssa • 3.228• /3`'i .670• .Ao 1etr • • .870 •:r6•!-- • Otjn. 7 2900•Wx. 1.491• X Y ! i• a e? • • ) iy 8 . °ty V Y 2' .18. Y II{{ -mz r 3- 0.096• -ik-1 r 1• 062• • •••• • ,5.352• 1.572• 5g2 .077• 72 • t911r m• � . I_ _-X_ •• •• • <' 438• O HV DIRECT MOUNT 0 12 SIDE ANGLES • 8 ADJ i �bmcr • A 1D HV 90/180°STARTER f 97 DJ.ADAPTER Wl LIP O8 HY WALK-0 R TRACK QUALIFIED FOR USE W FNOuALIF FOR us W Hv 19 CORNER PASTS Q ED FOROUS�w/ HV • FlED FOIZ RY/ HV •W*0FIED FOR USE W/HV QUALIFIED FOR AE W HV BLADES 01 .® BLADES O BLADES 1 , •• • BLADES Q BEES(D.@ BLADE 1 r 9 AACM� QUALIFIED , uSF�W/ I IV • •••••• NEU♦ti' 9ENTERWA1FS/SS..PLATE Q!y • -668• 0.75'x1 4 ANI 99• th'-20xt/Y 1i/4-� •• 7 •••••• 7,tg• 2283• ��S.S. (2)t/<"8-20 H9�LFS POE fL/d,FS�.Wk.7e NRrAt® HOUSING • • Z � • •• � (z)t/<'e zoxt/z'ss rs. (z 1m.) twa9 PANTED tiaaA9Eo otsr • e • • a Lg - Oo.s1W40• HOUSING ENAUMP •• •i �is40• • 8 • $g n .318" o v .875' 1.94ff KNM 325 .318• 0.515` °054. (1)5/10 trotF wrt Ul/te 6 lm t s/a &� �COWER • - (.a) N.V.S9.7!Q✓F101ED iF9111B SCf✓fN•/AfBTAL WAD 13 HV CENTERMATE 14 HV FLOATING CENTERMIATE 159z• 1.419• PLATED) ( PLATED) S.S.. .SALT WATER LOCK .984- QUALIFIED FOR US W/ HV QUALIFIED FOR USE W HV UAL)RED FOR USE W/ HV O� BLADE 1 BLADES 1Q,® BLADES 1 (D e75' 18 H.Y.LOCK 17 H.V.EGRESS LOCK 1.7 <� e7-�A. QUALIFIED FOR USE W/ HV 1.753 .32t' QUALIFIED FDR USE W/ hl1! BLADES 1Q.® BLADES 1Q,® 17� � o �'• ) �,�^� 1.000' � � �. n � �• COMPONENTS 6063-T6 ALLOY AND TEMPER ..��11 SCALE 3/8•=1• HV MALE MIALE"T"LOCK i 19 HV FEMALE-"LOCK I-2 '--I I--z 7S0•-J 21 HV"V LOCK 18 CENTERMATE O CENTERMATE PLAN FRONT ELEVATION QUALIFIED FOR U W/ HV QUALIFIED FOR U W/ Hv QUALIFIED FOR U E W HV 1� PFOR"T"LOCKCENTERMATE 1 ORIDA BUILDING CODE (Hi n Velocity Hurricane Zone W / t(1 1 BLADE( FL 9 BLADE 1 BLgpE 1 R SEW GLAD ,. ®2015 EASnM MELAL SUPPLY.INC. O •••;• BERTHA Hi" * _ 1 L E C o I w ASSA KV Accordion Shutter System. .9.ADE#3 W OR W O H.V.1AIPOON BLADE 03 American buffer Systems 91;v.V. 91WRvnon DATE DRAM Br:ILL a.Q / ? TILUT TESTING do ENGINEERING COMPANY AssoolaflOn. Inc. t an ts-alo o/m 9uuE:oa/lo//s Z ••.,,•Of�1O,.-• 351 Nr.SBM St.St.305,vn9a+w 9ATmtNs F1DR�1 4268 Westroads Drive z Phorro:(355)071-1630.F:(305)071-1531 DRAWING No `llatAl• e-ma0:tme000coL o West Palm Beach, FL 33407 3 15-081 EB-00=19 4 .,•„••�•• WAL7M A.TILLIT Jr.P.E. FUDIIM Lia.9 441673 SHEET P.E. SEAL/SIGNATURE/DATE I 6 2 OF 18 1.817' 1917 a a 12'"tlN MIN CYLINDETHUMBIRRH oas' s,s• ,z. KEY CYLINDER 27 N !S 0.87e Min. I 1 .128•Yax. 1� O b O ® 6"LOCKING ROD a7s•sog. m�� o ,� � � 12"LOCKING ROD� O W7 )CF MATE 23GIMp WHNQ LOCKING ROD 24 HD CEN ER TE'S o QUAUFIEOFOR SLADDE(1) W/ HV gUALIFlFJ) FOR BLADDEU(D W/HV •QtVZFIED F4 U 1d/ HV I(WjFfEa'1 OR USE W/ Hv QUALIFIED FOR U W/ FIV V� • • BLADE • • (D BLADE( THUMEITURN 6 g-6 INSTALLATION WILL REQUIRE A •••••• [lo CYLINDER EY r/'16` 140LE DRILLED AT TRACKS FOR PROPER • •••• • • • • ,b CYLINDER EMBEDMENT • • • 1.78•Max. • • 0 s•••• BY REGENT HAROWPRE MORTISE LOCKS • •••• •••• •• •• 25 HD LOCK SERA 23M HOOK BOLT LOCK. 3/te i •••• 0:6 ••••• 0•-'t•• 0000 , • ' QUALIFIED FOR T W/ HV � ssowS ro zaO s,e xz 000 .a7e•�BA .476LIA WHEEL ELEVATION A ,/aa 0000 • 09•00HV 74"t•*:Z81304 Soli% HV 31r 0-16 ACETAL 28 HV LONG RECESSED 29 HV SHORT RECESSED O HV NYLON HAT 31 HV WHEEL CARRIAGE S.S.THUMBSCREM • • THUMBSCREWS NYLON BUSHING NYLON BUSHING WASHER AISI 302-303 SERIES •• ••• QUAUPUFOR W/ H7 • QUALIFIED FOR T W/ HV •�64pE i BLADE 1 .XWO •0 •� .385'0 0 N • ,� " �` ,��. COMPONENTS (CONTINUED) N.T.S aa b 32 HV DIRECT O HV PIN A BLADE Hv PIN s+ O HV PIN MALE KNUCKLE O ALTERNATE PIN MOUNT PIN 13 to ,e 22 2a • Cab BLADE& St . 14-14x1 3/4" W/ #8 HD. X1%CH x2 3j4"W/ 8 HD, X10-18"x2 3/4" W/ 8 HD, � W/ HY HD MARKING W/ W/ HV HD MARKING W/ 014-14•x2 3/4" W/ #8 HD, X10-18"x3"W/ #8 HD, W/ HV HD MARKING DACROSHIELD COATING DACROSHIELD COATING W/ HV HD MARKING W/ W/ "4" HD MARKING W/ (SEE DETAIL X, SHEETS 13& DACROSHIELD COATING DACROSHIELD COATING 16) W/ DACROSHIELD COATING FLORIDA BUILDING CODE (High Velocity hurricane Zone � �N,,,,•,ti, O 2015 EASTERN METAL SUPPLY,INC. ��•••v��isE'•;�' BERTHA H%" IiL E C O ■e. ■S■S■A■ Accordion Shutter System Kv.IV 63 W1 OR w o tiv V& WN MADE ,q;fl�� AmeNcan sn~ Systems MY.NO oEscRana+ am UPAW BY:M.L THM I ESI NO & ENGINEERING COMPANY Qom;•.,, p f•••� awe Na.a•,,.sc.Sbe s%VMM WMENIL Nncaw ss+ As�ltltion. Inc. , au,s am y,a„x ouE oa/,o/ts gZ Ph":(305"-�sso.Fax:(so5W1-Iss, 4268 Wastroada Drive 2 DRAWING No ' S�aMAI. a® oom West Palm Beach, FL 33407 s 15-081 •'��•NH..••�I WALTER A 71LIJf Jr.P.E. 5 SHEET P.E. SEAL/SIGNATURE/DATE ILaRon Ua 0 44167 e 3 OF 18 ro i ee•i ••• • 1t • • ® III III SII III III100e • OR• 1 ••• !!.• •!•••• EXTERIOR EXTERIOR • • EXTERIOR EXTERIOR 066 . ••� 0000 ! • 0000 I eel ••� • •• • •• •!• • •• • Il 11 IT, I II • •see!• PI O1 lil O® 11 11 O® I'I II Q® II ! 11 Ti •I I • I I I •! ••• saes • ! ••s! ASSE.BLY AT ASSEMBLY IN BEryyEB110- ASSEMBi.Y ATA. ASSEEMLY IN BEnVE1349. (®Go EVERY OTHER INTERIOR KNUCKLE) (®GO EVERY OTHER INTERIOR KNUCKLE) TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY WHEN "LONG NOMINAL PINS ARE USED'� WHEN T' LONG NOMINAL PINS ARE USED sM&E vas—1' Sfl,E 1/4'-1' -THE HV PINS &BUSHINGS ARE PRE—ASSEMBLED.TO KEEP BUSHINGS ON THE PIN A NOMINAL 0275.O.D. x 0.130• I.D. x 0.072'THK. RUBBER RING IS PLACED OVER THE END OF THE SCREW,THE RIND IS LEFT ON THE PIN WHEN INSTALLED INTO THE KNUCKLE'S SCREW BOSS. FLORIDA BUILDING CODE (High Velocity Hurricane Zone ®2018 EASTERN METAL SUPPLY, INC. BERTHA HV`M A S A Accordion Shutter System 1 L E C O i N a. . . . • KV.BAnE W CR W KV.WINDOW SLAW * 67 •i American Shutter Systema MY.ft oISCRna+Pom DRAM BY.u1 TILLIT TESTING& ENGINEERING COMPANY •,a,�! k. Aseoalation. Inc. 1 •o 13� 4/t0/ti anTE:04/10/15 °=N.W.35"'st"R.3M vnG=stmt>N9.F1AM 33t4268 Westroods Drive 2 ph—:(305)671-13:A Fox•(3 SWI-1531 DRAWING No � ,�.•.••.�a P ®-os o L. West Palm Beach, FL 33407 a 15-081 RID„.•• �,�;' WALTER A. SHEET TRW Jr.J..P.E.r.E. ` : ORMA Ua 8 44167 a n P.E. EZTE. 6 3A OF IS 3 6 z�Os�04m��0•®aO•® NOTES ON HV HV "T" AND HD LOCKS AND CENTERMATES: VALID ONLY FOR INSTALLATIONS W/ HV m BLADE B „ t * APPLC_A•TIOON WZ Hy LOCKS AND CENTERMATES: ® 1. �7OQY testa ONE HV LO¢K l or®or Q)SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY OR O II it ®+O ®+®�® 1 SPAN OR i2'ABOYE OR�].OW 1/2 OF SHUTTER SPAN FOR SPAM TO 188 TWD FOR INSTALLATIONS AT ANY ELEVOUTSIDE LOCKKATr�TO INSTALLATIONS® TEs W//((2) %4'20�%®NG©T HEHV AD SLS&" LOUSED AS�CA't'ONN OF OR 2 .@-@" I=SHAD.BE AS KrAED ON TYPICAL.SHUTTER aEVAI[O<J.USE OF LOCKING RAS®W/®AAl C9hl OPIIONN- 2. Myi YDR1r COittN11OtLtj,FOR II�.L471ON3 Will ItfTAL&MM ONE W LOCK®or®or©SHALL BE c ®O1© USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP (SHLInER SPANSEE SCHEDU+E TO 166' AND FOR INSTALLATIONS AT ANY ELEVATION D(CE'r FOR INS NATIONS INTO METAL STUD. HV LOCK®or ON SHEET 5$ ©or 6 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO®or 0 CENTERMATES W/(2) 1/4'-20 x • • • • 1/2'LONG FLAT HEAD S.S.M.S. LDCAMON OF LOCK SHALL BE AS INDICATED ON TYPICAL.SHUTTER ELEVATION. USE •• ••• • • • OF LOCKING RODS®W/®OR®7 TOP AND BOTTOM ES CdAPLEELY MANDATORY • 0 0 1/2 OF SHUTTER SPAN Flo • ONE HY LOCK®or®°r©SHALL BE 40:11l • • • (� W/ 3,MUSE=CONDITIONAM MR Kom=W OR HD LOCKS OR USED AT 1/2 OF SHUTIER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP • •• • MAY�DWAU.L 12'ABDYE TO 66'.AND FOR INSTALLATIONS AT ANY ELEVATION.W LOCK @ or®or®MAY BE USED AS AN INSIDE OR •• ••• I T • • OR BELOW MIOSPAN OF OUTSIDE LOCK.ATTACHED TO®or�SYMMETRICAL CENTERMATES W/(2) 1/4-20 x 1/2'LONG RAT HEAD S.S. • ••• •• •• �1 M.S. LOCATION OF LOCK SHALL BE AS WOICATm ON TYPICAL.SHUTTER E.EYAIION.USE OF LOCKING RODS®W/ OR 40 TOP AND BOTTOM IS COMPLETELY MANDATORY. • • • ••• • • 4. a ff DESIRE),FOR SERER PERFORMANCE OR FOR SEDULITY PURPOSES.UP TO TWO 111 T11• �N p • •• • • LO1 BE as INDICATED ON USED AS AN ABOVE INSIDF LOCAT�N OR OUTSIDE LOCK CONNE—OF U1CKS TO CENTERMATES •• OQI=CiWN OF LOCKS SHAU.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. • DETARS ON '2 • 8 4 SHEETS•• 16•rfP.FULL 3 Vol: '000 ••:••• Moll , * APPLICATION M I HV "T" LOCKS AND CENTERMATES• oN l07 Z8 HEIGHT. •• •• t ••• oN®as®+�$�ox E 1.craotiyn Rina a7 TO r•GL�'w"?c CCIas m:�ty• MY FDR xy','10K®.Mil CMMUM ft AM 0: ONE ALTERNATE HV'T'LOCK®MAY BE INSTALLED IN LIEU.OF OTHER LOCKS FOR ANY SPAN AND INSTALLATION AT •• ••• • •• • rj ®� OF CENIERbL47E5 ANY ELEVATION.ALTERNATE LOCK®MAY BE USED AS AN INSIDE OUTSIDE LOCK ATTACHMENT OF LOCK • • INCLUDES USING'J'CLIP ,AS SI1OWN ON SECTION 15, SHEET 12,WHICH MIST BE CONNECTED TO CINTEMIATES • •• WIDTH--- ®AND�W/ 1/4'0-20.1'S.SALS. INTO A 1/4'0 x 5/8'RIVNUT.LOCK MAY BE INSTALLED AT Ill OR 12' MAXl11Uld ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®or®TOP AND BOTTOM IS MANDATORY. TYPICAL HIS. BLADE 3 U R LE I * APPLCATION Wj HD LOCKS do CENTERMATES: N.T.S. 1. •'iFII4:�tR TO MAIMIl Y OdtDlbN fi 1yw• RaR IED Lawa�/(�J 1m tWlI1T181►1FS OR®m SEE UTIONS OF USE FOR ONE HD I=@ MAYBE USED IN LIEU OF OTHER LOCKS Fit ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. BLADE"ON SHEET 18. ALTERNATE HD LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHMENT OF HD LOCK®To®is W/(3)ge x 3/8'F.H.SSX.S,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTION 18.SHEET 12.LOCK MAY BE OPTIONAL AT MOSPAN OR it MAXIMUM BELOW OR ABOVE Mll USE OF LOCKING RODS @ or®6PL COMETELY OPLIONAL , ERA.� FLORIDA BUILDING CODE (High Velocity Hurricane Zone ,. ,,• ®2015 EASTERN YUAN SUPPLY..INC. BERTHA a OSSA Accordion Shutter System a ' i L ECO ■ ■ ■ ■ ■ KV. W cR W KV Y1IMw a" • / $ r* Ameil Shuthu Systems RAY.N. 01%T041ON OA1L will NW:M.L ?p�/i�L " •'Q. TILIIT TESTING & ENGINEERING COMPANY Assodation. Im t an 13-GM 4/+0 LSHEEr 0/15 s'•'••N.A�p••.•'' em N.W.36M 3L.M.3=Will GOICHM,FLIMM 331 4268 Westroods Drive 2 P.—:(3189)871-1530.Fox:(305)871-1531 No AL —a0.� West Palm Beach, FL 33407 3 81 ®-0006719 a •••r•r•. WALIER A 71WT Jr PL ROMA U.®44167 5 P.E. SEAL/SIGNATURE/DATE I6 (1)L+:MAXO M ADOMMU SPAN FOR A OM POWK A.S.D.OEM PRESSM MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) MAXIMUM SHUTTER SPAN 11+13 OR "L-11* (ft.) fOMu1F ALLOWABLE SPAN FOR A ONER NEGwOMEASD DSON ARE FaING FOR INSTALLATIONS W/ Q HV BLADE. A FOR INSTALLATIONS W/ O HV BLADE. A w po==To MMME MUNN SPAR FOR WALL M011M ICS(IPS•)OR nowamm POURED CONCRETE,CONCRETE BLOCK j �A Asa DERM PRERMIRE RADIO,t MQMAN VM%:V� MAXIMUM AND WOOD INSTALLATIONS NN MAXIMUM FOR METAL STUD INSTALLATIONS ■ gyEN A lMMWOE Asa DEM PRS RMOL DEMUM WXML M SPAN A&D. A.S.O. FLOORICEILING MIN.SEPARATION FROMM Ste' PRESS— WALLMOuNnNeFLOORICEILM MIN.SEPARATION PRESSURE WALL MOUNTING MOUNTING TO GLASS FINAL MAUMM m.ev ar SPAN 6 EOWM_10 TM ALMA"VVRMW1ED SPAN RAS MOUNTING TO GLASS RATING >6TVEM11 W ANDtawcia1 E LOOM L om / HPDR ca®rmroPs a m�wm+WALL J1217-7° 13'-D° 17-T 13'-0° V 4318° 64 T-0" T-(r 23/4° 41B" FOR A MVM POOH ASA.OE9DN P�IAE RADIO T-10' 17-3" 11'-10' 17-3" 4" 4318° L1 MOVX SPAN FOR ZU MC RIFING INSW1AnOM Vr LaH MAX SPAN FOR FLOOWC�JRi MOWING NODUAMM T-9" 11'-11" 11'-9° 11'-11" 4" 43+8"Y 6'• 11'-6° 11'-5" 11'-6" 4" 43/8 72 8-T 6-T 23k" 41lS FORS NEOADVE Aso.OMIGNOUNTIN Ptd RN&t-4• 11'-4"• 11'AW 11'-4" 4" 43W u-=WAX.SPAN FDR WALLMrnmmD RsouuaroNs.0-B° 10-6° 0- 10-8° 4 4 ■ SECTION 10 ON SHEET 10A Lx MAX SPAN FOR MOWmG MWAUMOb .487• 8'-8" V_w (I'-8• 4" 43B° PIAL MA1•MiRL ALLOWABLE SPAN 6[DUAN ro 1NL@7O90F LRllw101N 1t+• •• -3" M-3" -3• 8'-3" 318 4lAr 'U-"AND1a-' 8° T->r - T-!r 3118 4118° (4)�W�AND To sEcraNX ON�rC24 SEEM e0�I•FORW Naas AND sere T-3° T-3° T-3" T-3" 3118" 4118° IDA FON MEAL suns wml FOgAL MMaMM RLCAPABLE SFM11 AND MWATME Asa • 8'-10' 46'-" a-10" 3U8" 4tff OEM P w�mND 10 MM MM MOM SPAGINB.5-T' S-7" 3118° 4118' m i NwM SERNWI N TO GLASS%WL BE INE GROnN MEURM FROIM EmBdNS-6" V-6° 5-6° 5-6" 3 U8" 4 Vir OF KNUCIGM OR REAR OF f oar/mI�M OS APPalrMW to cuss.•• g_6" s-5° Ver••. s-z° s-� s-7 s.� 3+� i MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) FOR INSTALLATIONS W/Q1 & ®� HV BLADES. A A^'crA1LeT10N LGLTD APPLLGABL rowQ4iy AMO ®HV BLADES • :Go* • •• 00:090 BsrRATr-s CONCRETE& POURED COCRETE.CONCRETE BLOCK OU ONRY METAL STUD WOOD 1'EXCEPI•THI"MAXIMUM SMUTTEAS WAN'L+'DR'L-'AND MAXIMUM . • ••• A.S.D.DESW4ASSURE.RAT%F•DR n4TALLATIDNS INTO CONCRETE MAXIMUM AND VVOOD INSTALLATIONS 1W, 3W, OR CONW♦i.ETE BLOWC SHALL HE LIMITED AS 1mLOVS, Ate' 1, 2. 3. 1D FLOOR7C.EILIN(7 , 5 & 9 7W, 9W & 10W MBN.SE�ARA'110N 4 1-CagNE0 •TO rrj4 KEYSTONE MOUNTING LIMITED TO+64.-72 psf. RATING WIW_MOUNTINSi MOUNTING TO GLASS AND 7'-6'SPAN,SEE SECTION 9 DN SHEET 10. 04 _,-- 2W, 3W. 6W 6, 7 & 8 55 8-11° 31033�' 4 EXCEPT THAT MAXIMUM SHUTTER SPAN •L+" OR "L-" AND MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR +SEE L1ATKWS OF USE FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED AS FOLLOWS: SLADETON SHEEP 1& 1- CONNECTIONS TO PLYWOOD LIMITED TO ±62 p.s.f. AND 8'-11' SPAN, SEE SECTION SW ON SHEET 14. 2- CONNECTIONS TO HOLLOW CEILING LIMITED TO 362 p.s.f. AND 8'-0' SPAN, SEE SECTION 2W ON SHEET 14. FLORIDA BUILDING CODE (High Velocity Hurricane Zone � �• ®2015 EASTERN METAL SUPPLY. INC. �` �' �+ BERTHA GVW''" �, J• F ` ,� 1 L E C O N . A■S■ Accordion Shutter System .A. FLK LIIADE W OR W 0 H.Y.WIFOOLM BLAS IP 1 S American Shutter Systema .N° mscRDRwN DAW DRAW W.MJ_ lTILLIT TESLLNG & ENGINEERING COMPANY Association, Inc. 1 0713 gjqu DATE 04/10/10 S,79Sw.Wt 3m st.51°.M%VWNA GARDEREL FUZM 33164 4268 Westroads Drive z S Pia :(305)0'71-1830 F-:(305)$7•-1531 DRAWING No - (S. a-Do•tRecooaoLrnro West Palm Beach, FL 33407 3 5_081 �N �,-�,P.v,�►,,t 'OFFAL�•` • WALTER A.T1L1�iff Jr.Px. ` SHEET FLaRM U1 9 44167 5 P.E. SEALAIII +lUTf/DATE 6 s OF 10 SSPECI ON ANCHOR REWREA177v POURED CONC M OR CONCRETE SOCK SUBSTRATES 1�aa vj aav�lumacl•teomoar Iy11� L1M A."MCHOR • SPACING SCHEDULE FORS P.O/FIR1 MeY=SHILITMR 1.ANCHORS m ww,suu BE AS FwLLUs au PmnB sam sET ASD ^�'^� NEc3wTIVE PRESSURE RATING ANDA CORRESPONDING (A) 7O I9wm POURED ' u1v ��UNTING TYP FOR CANCRETF INSTN eTIONS -1/4•m TAPOOi w/ADM=MAOPOW TB7BA=.AS MN&WACIURED BY LT.W.BUILMX(Vm re-3 k TN•PER+ -I/4°0.3/4•ALL FORM SaUB-SEr ANCH R5 AS°•IRIBIRED Bf ALL FOURS 9CRE01.BOLT&STEM 1.9Y COMFM L(wm re-3 Id). (SEF MOUNTINGS 1,2, 3,4&5 ON SHEET 9) -1/40 BLUE TAP CadCEIE ANDHOM WITH CAP,AS MAAFACIURRED By nO[Dk FAST 646�T.WDC.(Mm rm-2 W). -1/4'0 TAPPErt+AADCHCS as YANIffACR87ED BY PCRpBb r-A4NEDDETs.INC.(86,.rem 3 ,AND msTR®DIm Of ALL FORM SMRM BOLT&S'BMW OD1PM OR POURED CONCRETE ANY OTHER A1RfitdID UCBSED AUDI i®VF)IDOR W/TfiE A49mf/ai SHIFTIER SYS Hd3 ASSOQATIOLL WIC 7 & WALL AWUNEINGS 8 q WALL MOUNTING ALL SILL MOUNTING W/®+® W/®'I'® r»MINDAaa aDr ARO P1RR�OWICdiEIE CP TAP�N W/N7NNCfD TNS TBHB001'MAID TAPPER+AARHIWS 6 1 3/47.A7D 1 T/2•FOR DIP ASA LOAD(pg ASA Dow REG m I=UM ASA Ot�7 NQ.AiIE LOAD w YA1EI CAP NVCIab. 30 40 50 8o go 100 116 JO 40 50 60 70 80 90 100 110 JO 40 5o 60 70 BO 700 110 A,2)MIIMWN eamme R OF 1/4.0 x 3/4•ALL PONIS�-SEr ANamm wa E 7/6"INTO Tiff POUR D ATE IID Eimmar mo Sru=SHALL BE 9 9 9 8 9 9 9 9- 8 9 a 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 PDIMRIM Z 0-20 SS.MACHINE SOON USED SHALL BE 7 1/2'LOW mmm m.="STUCCO FORST.AND,°M9om FOR WADS WITH NO SNA:m 3•-0' _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A3)Al CASE lWII PRECAST 510t$PfrEGU'T ODNQiflE PM'D9,PA'IIS OR AM'VVETF82R E FWMID ON THE F)OSIRNG WALL ON FLIM ANCHDPS SHALL BE LOW OR 9 9 9 8 9 9 9 9 9 B 9 B 9 8 8 9 9 9 9 8 9 a a 8 9 8 BADW ON VNYLENOUGHTHE MUN SFRUCIURE BOW SAID FKMM ANCHORAGE SHALL BE 014 NVIES WRIATICM 8 9 9 9 9 8 9 9 9 8 9 9 9 8 8 8 9 8 9 8 9 9 9 9 9 9 9 smm�� r mErAL y OR em WITH WOOD SRR1S CONSULT THLS FRONS INTO BFS&•TELA SRIF SFE 9♦t1 1100 9 8 9 9 9 8 9 a 9 9 9 9 9 9 8 9 9 8 9 9 9 a a 9 9 9 9 - - - - 10 E7RSINC ASTM"0 CONMCFE BLOCK WNL: 9 8 9_B• 8 9 8 8 6 9 8 9 8 9 8 8 9 8 9 9 8 9 8 9 9 9 a -1/4°0 TAPCON W/ADAMOD DSI iBgMMM A4M* S'AS MANUFACTURED DN LT.N.fANDF]L 9 9 9 9 9 9 8 9 9 9 9 9 9 8 8 8 8 8 9 B 9 9 9 9 9 a -1/40 x 3/4•ALL PON15 SAID-SET N�6 AS.OISR�Rm BY ALL PONIS SCREK.BOLT&SPBOALIY COIPANY • -1/40 BLE TAP(:ONM&W AN HIDES WITH CAP.AS MNNUFiG1U1&D BY FLORIDA FASIR RS DIRECT.NC. 8 9 9 9 8 7 8 8 9 8 8 8 9 9 8 8 8 9 8 8 8 9 9 9 _1/40 W+PER+ANCHDS AS MNNUFi CTURFD BY PCIA9 S FASTBM INC..AND 11SMITED BY ALL POINTS SIFIEW,SILT&9�1'n N1'OR Na ORTUN VpMED i• 3 _ - - - _ - - - _ - - _ - - - - U43dSED OR AUTHO R7.ED VENDOR REGSIFRFD W/7HE AAEWAM SHIFTIER MIENS ASSICIMA.NC. 8 8 a9 8 S.8 45 J.5 9 9 9 9 a 9 9 9 9 9 8. 9 9 a 9 9 9 9 eN01E9: • •i• 9 9 Q 9 E9 9 . 7 85 a '8 9 B 9 9 9 9 9 9 9 8 9 B 9 9 9 9 &1 M )IT AITO CONCRETE BLOCK TA-CON W/ADVANCED TF 1 TBHRO_am'ANCHOR I 1.AND 1 114-FUR TAPPER+MAID BLUE TAP RI781 CAP 9 9 9 9 9 95 s! 9P - 8 9 9 9 9 8 8 9 - 8 a 9 9 9 9 9 9 _ _ _ _ _ _ _ _ - - - - _ _ _ _ _ 9.2)hemm IDommExT OF 1/40 x 3/4•ALL Pmts SCID-SET ANCHORS SHALL BE ENTRRI.Y O�BOC THE CONCIEM BLOM NO EMBEDMENT NIO STUOM • 410* 9 9 9 4.5 4 - a 9 9 8 8 9 9 9 - a 9 a 9 8 9 8 9 - SHALL E POWTIEO.1/4.0--20 3.3.1A W L4ED StNI.E 1 1/2•LANG MNAItAI SFlNM muCCC DIST.A0 1•bOAWX FOR OLLS WITH No STUCOM 8 9 8 8 7.S 4 - 9 9 9 9 9 8 9 8 - 9 8 9 8 9 8 9 9 - ••i 9 9 • 49 6 6 446 1 9 9 9 9 9 8 9 - - 9 9 9 9 9 8 9 - - g,3)N CASE THAT PREGAST S10ff,PRWW CONCRETE PANELS.PAVERS OR AN VENEER BE FOUND ON THE DoS'INO WALL O2 RDOR.ANCHORS SHILL BE LONG • *o f - - - - - - - - - - - - - - - - - - - - - - - - - UIOUGH TO REACH THE TURN SIRUCTUM BBDO SND WALL FORSHM ANCHORAGE SHALL E AS NOICAIED ON NOM;B7)&B2)ABOYE FOR NSTN.WWAS ON WM ••i 8 9 4.5 35 35 • 8 8 9 9 9 9 8 - - 9 9 9 9 9 9 8 - SODNO W0X OR WfRWUT►&TN.SIUOS ai t7tS WITH WOOD STUDS�NSLLi THIS 6N FOR A6fAiJAT1°NS M°BFS N7R1 MIE7AL.5[UOS SE SHFII 16 - 9 8 B 9 8 8 9 - - 9 8 8 9 9 8 9 - - (C) ANCHORS SCOL BE B$7Nym Fg1a6WNG ALL OF THE MAID SPECFiCA71ab OF THE ANCAAR'S MANUFACRB&N' f ••• 9 9 9 6 45 - - - 9 8 9 9 9 8 -� - - 9 8 9 9 a 9 - - - B'-9G - - -. - - - 1 - - - - - - - - - - - - - - - - - ro) gE sctaDlRE OEM FOR EDGE•STANCE(E.D-)W36TS SPACING RaMO6 W FOR ANCHOM 9 9 9 45 3.8 - - • - 9 9 9 9 9 9 - - - 9 9 9 9 B 8 - - - EDGE DIST NCE VERSUS SPACING SCRED11 F FOR ANCHORS? • i i• 9 9 55 4 • • 9 9 8 9 8 8 - - - 8 8 9 9 9 a - - - WDfIWY ANCHOR SPACINGS ARE VALID FOR 17168 NSfAAlfBG NICAIEO BELOW.FOR E D. lkSS AWN II¢AmICA1ED.REDUCE ANCHOR SPACING eC MIATPLYAID 9 9 5 - 9 9 8 8 8 SPACING SHOWN ON SCFDDULE or THE FOLLOWING FACTORS.REDUCED SPACM OBTAINED USING FACTOR SWLLL Nor E L6S 7fiM1 IMIDIUN SPACING Ra1tATB) _ _ _ _ _ _ _ _ FOR EACH ANCHOR TYPE. 9'-0' - - - - - - - - - - - - - - - • ••• 8 B - - - - - 9 9 8 9 9 - - - - 9 B 9 8 9 - - - - FACTOR 8 9 65 5.s - 9 a 9 a a - - - - 9 8 'e 8 8 - - - ACTt1Al TAPCON Witt ADVANCED THRIE"ORM T(BCH. ALL POINTS SLID SET BLUE TAP WITH CAP TAPP[7t+ 8 9 4 - - - - 8 9 9 8 8 - - - - 9 8 9 9 9 MN.SPACHNG 1°•-0' _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ �� 3. 4• ABN.SPACING 3 1/2° MW.SPACING m 3' 33/4- 4' 9 8 4.8 3 - - - 9 8 9 a 9 - - - 9 9 9 9 9 - - - - E.D. POLH�afRHff1E CONlHff1E BLOCK "Oma-mm RFD CONCRETE& POURED CONCRETE& R :�EIE ODta€IE TAOCN 9 8 7 45 - 8 8 9 9 9 - - - - 9 9 9 8 9 - - - WL FA..3 1 �° 21P2- 8 9 6 45 35 - - - - 9 9 8 9 8 - - 9 19 9 1 9 1 9 - I- - - 1 r-o- - - - - - - - - - - - - - - - - 3' 0.90 1A a76 7_0 oe4 1.0 9 8 35 - - - - - - e 9 9 9 9 - - - 8 B 9 9 8 - - - - 2 1/2 OSt 8 9 &5 4 9 9 8 9 9 - - - - 8 8 9 9 9 - - - - 2' a71 - - -- 081 - 8 85 5 35 - - - - - 8 9 9 9 - - - - e 9 9 a - - - 091 - - - 0.45 _ _ _ - am - Ir-Ol 8 45 3 _ _ _ _ - 8 8 9 9 - f-:-- - _ _ _ - 8 75 45 = _ _ = a a a a - - - - - - - - 1 HV BLADE 3 0R 1 HV BLADE 3 W ♦ SEE LNITAnoNs OF g 7 - - - - - - - 8 9 - - - -' - - s a - - - - _ - - USE FOR BLADE 13'-°• - - " " - - - - - - - - - - - - - - - �" T'& WWINDOWBLADEWORKINGIN UNISON* 9 a - - - - - - a4arr�•��•..�� FLORIDA BUILDING CODE (High Velocity Hurricane Zone ®2018 EASTERN METAL SUPPLY,INC. r•�vc�rsF.._� BERTHAH /7i-LTEc OTNa. A■S■SRNA■ Accordion Shutter System H.x etnoE Im w aR w/o Kv w(rooNv elaoE TT-LIT TESTING & ENGINEERING COMPANY Ammi�a�an��S��h4n#sr Sysftnm REV.R. DESCIPITON OAIE DRAWN BY:1RL e3�N.W.36th St Ste 3D0.v INE RINGGARO .OMPAFLUNDA At Awocla4Nlan. Ina. 1 aR U m 4/10/,8 DATE.04/10/15 •. Ar 4288 Westroods Drive 2 DRAWING No • Ph—:(3a1)871-1 'S.ID.Fm:(3°8)971-1531 u ` •\ o-nw@ IRol.cmn West Palm Beach, FL 33407 3 15_081 s$/ONfAL A• WALTER®A 'Jr.P.E. 4 -•. FIDRDA Um.a 44167 9 SHEET P.E. SEAL/§IbNATURE/DATE a A OF 18 R� � .i.;;{3.1... �_ :: .ill.. 1[' •; h� .Lal �; h�i L�IL _��. ib'1c :(►ir. vvvvvavvonovvaEaravMMKXM UJI LEn"HUMMtirarivor�vo a[�©o07—M aao�sa�vvMEN v sm"MEaQQQQQQM"Camm aaooQQQQQQQaaaaaQaa000Q0000aQiiQEN MEN MEN" WE 00000000AAAE�AAAAAAAADAAAAA00000000rao10r�000Ea00000�ur�ODooA00 7E�AAAAAAADAE7AAAAAAAE�EaDEaDo00tanOn0Ea0nnAr�[aAn000n�Ean00nn00 OOOOOni7a0nn00vE�Q000u0wm�A00000mm0E�nnOn00E7Ea0FaKEENER" : 00QA[a00 �AAAAaQaQaQQQaQaaae■aaQQQaQQaaaaaQQMQQAAAAAE7AAaQvaQQQQAAAAAAAA AAFJ©000[a0n0©o000ADE700n00000mFa0000Ea000000n0o�DE�m M131ImO oonnonr�or�vvoaEaEaovvononiravvvovavvoovvvo�nvvonnvv[aMEN . 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Inc., t 06,3 yto/,6 DATE:04/10/15 Wes N.N.3BM SL.Ste.310.V=XA BAROQ6.FtOM 331 p 4268 Westroads Drive 2 Phone:(3as)s7t-tsl0.Fmc:(3�)ait-1531 DRAWING No era:Wwwo"Lc West Palm Beach, FL 33407 s 15-081 WALTER A TOLIT Jr.P.E. g SHEET P.E. SEdC%gfGNATURE/DATE FLORIDAf 44167s 8 OF 18 POURED CONCRETE CONCRETE ANCHORS POURED CONCRETE OR CONCRETE BLOCK (SEE SCHEDULE ON SHEETS 6&7) OR CONCRETE BLOCK WALL REQUIRED ,' EXISTING WALL REQUIREDGLASS— CONCRETE ANCHORS 1/4.0-20x3/a•S.S.BOLTS W/ iT (SEE SCHEDULE ON SHEETS 6&7) &WASHER®9.D.C. LASSm 1 1/Y r T@L ON 9ffkY!9 i ' 1/2• 3 orQor® i '�• E0.* `' r• z a' E D.* *'. ~y` ..r• 5 t -YAx E D. '+�.•1-aMCM-1M. 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Ina t axn to mo a/tops D1TE 04/10/17 6MN.W.3•A"St.30 VIR3M GRROOM cLosIDA 3"64 4268 Westroads Drive 2 Z¢• Ph :(305)871-1830.F•a:(305)871-1531 DRAWING No �, ORIpp�,• .� o-® .� West Palm Beach. FL 33407 3 15-081 !ss V WALTER a nwr 44 67 s SHEET /DATE PLaRM Lk-9 4atB7 Y 9 OF 1 CONCRETE ANCHORS POURED CONCRF E (SEE SCHEDULE ON SHEET RECURED CONCRETESOLID (EXCEPT OF ALL POINTS SOLID SET))4O G" O.C.(SEE NOTE t ON SHEET 5 ...�.•� r.,A •.~,:.� APPLCABLE POURED CONCRETE OR ' �• TDR LEMNADONS) _ CONCRETE BLOCK �`y.�• 1/4.6-20.3/4'S.S. REQUIREDSCREWS l " :•;: - :`�. � •:•'.'• 1/2' 1/4•-zo NUIS®tz12'D.C. 2 t/4•MAX - •3.OQ' •i` y M1N. • 1/4'MAX. Eamr G i �' TO� j 1 OM SHUT 3) i , OR®. ; I ! 1 DUSTING GLASS— m� 'tit:l INIt� MOUNTING INSTALLATION OUSTING «1�at GLASS- 0*00• • ••• • • •• 1 i t/a• • • ••••• O 1/4.0 FW( MIl DEx TAPCON W/AV##X 7D DSA! I i ' • •••• • • i` i TEM DW OR.1/4-0 POWERS FASTENERS TAPPER+ • . 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Inc. t an n-® sMolls DATE:04/to/15 DRAWING No z 9': ° Pnone:(3Ou�6t-1530.Fax:(305)BT1-1531 4288 Westroads Drive 2 �.••.••••.�• -G� ,-woe:r> oLmn, West palm Beach, FL 33407 3 15-081 ss�alYl11. '• E9A.t1LUT t7 !l4 G•_.* WALTER IUlT Jr.Py- P.E. P.E. s SHEET FLORIDA Lia d 4416 B or SErgLrSt�101CfURE/QA7E is E'Ob.MIN 61 T 1/2N r• Db81E OA35'TFRCK M{n.ASM METAL SNO A-653 GRADE 40 Mrr,.G-ao - -� ?,� 3 OROORO GALY.STEEL METAL SUDS w I AT te•O.C. 0 6 C. -STING GLASS w y�j 3/41 6 1/4•x 7 0:0.15'lim Wft WW OAW. •6.D.C. ® W% R;.'n'^' STEEL TRACK Cl6J8ifas L.ASM i-aw °i'++'✓ n4.- gGRADE 40 len.G-60 GALVANM 3r E10FI�OR F�9'S fNiEfd�t L(CABI.E I EXISTING FlNISH ' I AS APPLICABLE ' W 6tPAfu O 7061A55 -—-—-—- ETSSRNG GLASS �.s ON sLffr s ) sEE DETAIL x FOR i 1 icc REQ-D,MIN,t 3/41 6 1/4•z I T'O TRACKS ON 0.03w TMX .GALV. Ftt•95f1 I NhL CONT �w i� SIF6M 13(TVP•) TD stu>A W (2) O OR O OR L•••• FSORM e11F18lR� • • 6•as aVoa • ••• a •. 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THREADFORY TECHNOLOGY W/1 1/2' STRUCTURAL ADEQUACY Yin.PFNEIRATION OF THREADED AREA •WOOD REAM EXISTING WOOD TO EXISTING WOOD HEADER.(SEE RUST OR REAM TO BE CERTIFIED SCHEDULE ON SHEET 8) RAFTER O 24' ENGIN13YEER OR •F• 1/2' 1/2' O.C.REQUIRED ARCHITECT PRIOR TO Al I SHUTTER INSTALAnON.[is 1 4'0 TAPCON W/ADVANCED ,/2• iHftE'ADF'O)81 TECHNOLOGY W/1 3 OR ®OR ® EPENETRAON OF XISTING SOFFIT I=& TOTIEX6TNG WOOD 3/4'Mox.THK. BEAM.(SEE SCHEDULE ON SHEET 8) 2N 1/4' 1/4 x$4' 'x4'xt/8'COM.ALUM.TUBE MAX TETI O 8"O.C. LOCATE LAG SCREWS AT MIDWWTH OF EXISTING WOW MEMBER.(r IIn. ,/4• . OPEN A7 EACH NOMINAL WIDTH)W/2' • EXISTINGMAX. STTO ACCEPT 1/4• PENETRATION OF THREADEDNTTARTA.VALID NG MM.27x4 OR B/18'0 LAG SCREW MAX. FOR INSTALLATIONS WITH 62paf MAX. OD WOHEADER I AT CENTER OF TUBE I A.S.D.DESIGN LOAD AND 8'-W MAXREQUIRED SPAN.THIS INSTALLATION IS i EJIS71tNG •• NiI� i Y VALID FOR WOOD W/MIN.SPECIFIC GRAVITY i i OR •• ••• • • " i GIN55 I OUTH�DOUGLAS Ngo.2.FIR OR W.ave m OR oil • ••• X61 • CON CAON:AT TO 699099 ® HOLLOW CEILING MOUNTING INSTALLATION ® SOFFIT MOUNTING INSTALLATION 1 MAXIMUM DESIGN PRESSURE:t82 pd•• ••• •••• •• •• OR MAXWM SHUTTER SPAN 81-0' • ••• • •• ••• • • see** • • • { 2'x4'COM. mai t O i �'°`i i OR ®♦ • • ••• •• WOOD PLATE OR •••••• j • • Qom` 0.. ••• RFAb• WALL FINISH (SEE NINE 1•ON StHO:T 5 GLASS • FOR LIIBTATIONS) AL7IRNA 1/4'MAX. •• ••• •• •• 1/4' - i ANCHOR I • • • • • U, MAX. 1/4• LOCATION • • Yax. © 7 1 /4HEX FIFAD 7E1C •••••• •• �4'y.i•: • ..t 3 OR 4 OR ® '•y ® scRETTs O 9'ox WOW EQ •••` , ^ 3 oR 4 oR 2 Q /2DECK U EO 1/4'0 TAPOON W/ADMAN CTD (NO FINISH ALLOWED) THREADFORII TECHrwloct'W/ 1 1/2' { '* 1/a' 1/4'0 TaPconH W/AwaNCED tEl:�arnTSH /z y' Idfn.PENETRATION OF THREADED AREA •.F, TEO4VaOGY W/1/2'Min PBNETPA7LRN W THUD TO EXISTING WOOD PLATE(SEE ARIA INTO PLY .(SEE NOTE 1 *ON SHEET 5 EDGE OF DECK IF � OF SCHEDULE ON SHEET 8) FOR'LIMKATIONS) IF APPLICABLE APPLICABLE Z%4'COM.SILL 1/r MOL COX PLYWOOD REWD. -� PLATE REO'D. OUSTING MIN.2'x4'STUDS®18'O.C. 1/4'0 TAPOON W/ADVANCED® THREADFQRY WAL CONNECTION AT BOTTOM MAX REG-D.PLYWOOD TO BE ATTACHED TECHNOLOGY W/1 1/2'Mtn.PENETRATION 2'YIN. TO STUDS IN ACCORDANCE WITH OF THREADED AREA INTO WOOD DECK.(SEE SECTION Moe OF THE F.&C. SCHEDULE ON SHEET 8) ,�ffEi SHEt:TT 3 FOR TYPICAL SHUTTER ASSa18LY � WALL ONNECTION AT BOTTOM 64 FLOOR CONNE00 ONS M LE COMBINED IN ANY WAY MA70MUM DESIGN PRESSURE tet 1 2-MOUNTING SECT1 TO SWT ANY RMALLAnOM YXuaYDM SHUTTER SPM W-11'' 11 ��LDIAaTIONs QF USE FORI INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS maDE oN aHEEr 1& SCALE 3/8"=7" FLORIDA BUILDING CODE (High Velocity Hurricane Zone �p ®2018 EASTERN METAL St1PPLY.INC. 141'`fV0 A.�i�'� BERTHA NW A S S A Accordion Shutter System - Ti L E C O INC. . . . ■ HK 9"j03 Wr ICR W/o H.V.NAM W RADE 03 TIWT TESTING & EN(NNEERING COMPANY AmercanA♦s�s��ST�hu,4�tter $ystelfl3 M.Ne OW 133. ON ONE DRAWN/1 M.L. 8755 N.IW 3pn SC.St.3M MINA GWMEQ.FLMWA 331 q>0•T�4TY��vfl� 1116. 1 wu t3-o10 yfoll8 QAIE:04/10/18 Phw :(305)ff71-1530.Fax•(0891-1831 4268 Westroads Drive z DRAWING No ,® West Palm Beach, FL 33407 3 15-081 WALITR A TILT Jr.P.E g SHEET P.L'O 'I/3iOl`Bj /DATE FLORIDA Ua 8 44187 14-Of LLI ALL FINISH 1/4.0 TAPCON W/ADVANCED . >:z TFIREADFORM TECHNOLOGY W/1 1/Y Mfi�PENEURATICN OF THREADED AREA .+~ TO OUSTING WOW HEADER. SEE M9L SEI IPoDWN TO SCHEDULE ON SHEET 8) 1/4"0-20x3/4'S.S.BOLTS W/ UT&WASHER•8.O.C. EMIING GLASSqk I 1/4'MAK 2 $ 2 2'x8 MIN.WDOD 1 4,MDECK REQUI . 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M EXISTING WOOD PLATE(SEP SCHEDULE ON SHEET B) JAW) WALL MOUNTING INSTALLATION WALL MOUNTING wsnuaON 1�SHE SHEET 3 FOR TYPICAL sHUnER ASSEMBLY 2-MOUNTING SECTIONS CAN 8E COMM"IN ANY WAY INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TO SUIT ANY INSTALLATION. SCALE 3/8"=1• FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. ��•`'ys r�9' B RTM HY'M A S ,� ` Accordion Shutter System * •= I L Eco ■c. ■ ■ ■ ■ H.v. 43 W1 CR W/O KV.1Mrnav 11"#3 9 J* Amertaan Shutter Systems @v.eo DESCRIPTION DATE DRAWN BY:M.L. M TILUT TESTING & ENGINEERING COMPANY Assimlatton, Inc. 1 4ROM p1 WAWA, DATE 04/10/15 •�. 8398 N!.3M St,Sim 305,W=M WMENS,FLOM 331 Phone:(305WI 1E1=.Fm;( �t_1531 - 4268 Westroads Drive 2 DRAWING No [f/.f.,,•, .•• • oI,1HNeco&=L— West Palm Beach, FL 33407 3 15-081 WALTER A TSU Jr.PX- 4 a SHEET P.E. SE4LjS`IG14GRE/DATE FLORIDA uo X187 6 8 END INSTALLATION INTO 2"x4" MIN WOOD STUDS♦ SCALE 3/a'=1' v 2'x4"MIN.WOOD :v 2"x4'MIN.MOOD .270'MIN.WOOD OS REQWD. STUDS REQ'D. /'STUDS REQ'D. 2`x4'MW.WOOD 1/4Y IAPWN OR SCUDS REQ'D. ny ADVANCED ED TH AD TAPORM W/ c. .� A7�Ti 1111rTE3fflWL ADYANCm THRFADFORM MI7AR O E O.C.B/1 1/r IRI TECHNOLOGY ANCHOR a 8'O.C. No SIDS OR W/Let W/1 1/2" M .PENETRATION i/r PBffIRRRG'110 1/r m INTO SKIDS OR W/MIN.1/r SfIwG PD900D IF ND SUDS EMT. IWX Cox_G PENETRATION TO 1//2'COX EXI �F O •� - STING -- YI000. PLYWOOD IF NO S1UD5 DOST. .y I CLASS ISS PLY* �tlS17NG 1/2 4@L= .1 1/2"PLYWOOD. -MIN.COXG----- a• .^ y �husE 1.OR 2;X11' •RU4)0 / 1/2'MIN. jy f t/15•x3• w.. LOCATE AT 6063-Ta)CONE. (AS APPLICABLE}x2"xtf8"x0•-2' -- WALL SIDE 1 ( ALUM.CLOSER { ALUMWUM CLW ANGLE ! l FINISH I OF tjJ) PLATE.ILOCATE �X {6063-76 ALLM AT NIDHEJ I —_—_—_—_—_—_—_ • •• 1 ------- ---- AT ETCHER O (1)t1Ox1/2-S.N s.TO g) • • •• 9 1 /10x1/2"S.M.A�' -------- OF 4) 1 I WALL "0 ' S ANCHORS TO ; ) •16640 ••: •\? •• - • OR® 0 16'O.C., r18 O C. 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R7.1.7500"I � TYPICAL PROPER ' TIES APPUGME SWOM RESULT REFERENCE FLAT PORITON �ma�mm ms • • OF BLADE / w % ••• I • • • • • •ISPECIFIC GRAVITY asRd 0792 x.043 IB/In• 0.043 Lu/In 00040010 3g Hv W29" - urnu.NlC •• ..• • 1• • •I p • t TENSILE VELD Sf1iENGfH ASTM D838 9.400 pz.i. 9.500 p.ai. 01 / •i i • 1.3750" FLEXURAL STRENGTH AT YIELD asD790 12.9x0 p.st. 13.400 p.el • / \I % 02.8750" FLEXURAL MODULUS ASTM 0790 340.000 p-f. 345.000 p..U. •• ••. • •4r .• •`I IMPA4b • • • ••• ••• ••••• ``��, � NOTCHED 20D AS(N D256 18 Ff-Ib/in 17 -4b/In • • ' v1\ IRNING • ••• •• • ••••• I Y FIRE RI DENSITY f9-IARA(:7FRICTICS • \ SMS DENSOY AS[M D21143 47.2% 648°!.MAX. • • •• •I \ •• •//I RATE OF BURNING ASTM D835 C-1 CLASS C-1 CUSS' • ••: • `_ / -Zs SELF IGNITION ASTM 01929 1040'F 980'F I • 03.0000" ASTM G155 •• 00- •• • •{ 000000 I 03.7500" WEATHERING STRENGTH AFAR WEATHERING ASM sae 9302 ps.i. 8840 P.J. • 2 7/8'M01.aEATi �• I t 2 1/4'CLEAR f 5 3/4• SEPARATION •1 • •• BETWEEN TABS ON CENTERS TENSILE Sf1iE55 BEFORE WFATHEPoPiG asrM 838 84st p.6.L 8880 p.6.i. •o •0 oPE1mi•• •1 ••• i I 0.7500" POLYCARBONATE IMPACT RESISTANT HY WINDOW BAYER MAKROLON 3103 POLYCARBONATE 1\ RESINS, UV—STABILIZED GRADE EXTERIOR ELEVATION SCALE: 1" = 1" I le MIN_CLEAPACE T° W'T TYPICAL RA HV WINDOW BLADE #3 AND SCALE, 3/8' I I PO BONATE HV WINDOW DETAIL FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zane 2D15 EASTERN METAL SUPPLY.INC. �� •''uCENN ••:;mss►: B -RTRA Hir L E C O 1N AS■S■A■ Accordion Shutter System ' ■ xv HLAM jP WWI amt w xv wooav aaoE American Shutter Systems MY.w OESCRIPTO11 WELDRAVANG-ONo TESTING & ENGINEERING COMPANY Association. na 1 mD,3-070 y,0p5, 6395 N.W.39tH 54 se..3�,vmaT6a GwDEts.R.06W 331I)DtnL ' (=)871-1530.Fm�:(30)871-1531 4288 Westroads Drive 2 6^TO9:w�aoamn West Palm Beach. FL 33407 3®-OD06710 4 WALTER A.TauT Jr.P.E 8 P.E. SEAL/SIGNATURE/DATE FLORIDA Ub.111µ1� e • GENERAL U1rr1ATTfSNS Atm CONDITIONS OF USE FOR BERTHA ®.� 2 3 4 1 7 1.MAX.ASA.DESIGN PRESSURE,RATING:+62.-62 W 2.MAX.SHUTTER SPAN:107'm 8'-11' +82.-82 pef MAX SHUTTER SPAN:114'-8'-8'i+55.-55 P-f 12' 3.ALLOWED MOUNDNGS:1.L 7'&B ON SHEETS 8&10;AS WELL AS INGS — ,} MOUNT1W.2VI 3W.4W,5W&6W ON SHEET 14, `"`k:J 4 ON1Y tXTTRTAfdATES�(B07H W/ 1�8 ORI0 ARE ALLOWED WITH (��(�,� �ARRANGED Bi A LAYOUT. • • ' WS.(A)�ty� WIN=MADE SHALL ONLY ALLOW A MAXIMUM OF 5 TYP.EA.150 OPEIJ�(3 10 HOLES)FOR&PFR MADE AT SPACING4 SHOWN ON SHEET 17. MAX 6 • • • • • (B)MMR.CLEARANCE FROM TOP OR BOTTOM EDGE OF®EM WINDOW BLADE f3 ALLOWED AT FIV OF ANY 30 HOLE FOR®SHlRL HE W. WMD05T /3 • • • • (C)FTR$f�LAST BLADE COMM OUT FROM STARTQ6 AT ENDS MAY BE A • • •• • SHUTTER SPAN HV WINDOW BADE$3. •• ••• • • SEE UMRATGON • • •• • e • • 2 (BLADE :1 THROUGHOUT SHUTTER'S 1WDDLHv WINDOW MADE J3 MUST BE l$ED ALTERNATE 70 A SOLID 1OFGV •: ••• N ()CC TES SHALL ALwAys BE SIDOF NREM.VWAUED ADJACENT TO A SOLID(j)HV as • $ LIM •• ••• •• � • (�POLYCldffiOPUOE FIV WINDOW SHALL 015TALLED SO TABS FACE M TELE WWWR OF THE OPENIN PROTF3:Tm.FTV WINDOW MUST BE • `. • • • l�>� ONLY INSTALLED AND LOCHFD U�XX A FIV SEERM PR BY ASSA • �5 ON SHEnEnTSA ® 1@g® INC. • 18 TP.'i •• • 9 1 . 8.SEE ANCHOR SPACING S*DINLE FOR ILSTAIIATIONS INTO WOOD FRAME • • • •• • g>'g BUILDINGS ON SIIEEf 8.AS UMMM BY SPAN AND DESIGN LAID(SEE NOTES •• ••• C" 1 &2A�. • • • • • 7.SEE ANCHOR SPACING SCHEDULE FOR IISTALIATIONS 6470 POURED •• ••• • CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 8&7 AS UYllm BY SPAN • • (SEE PIAN FOR REQUIIa'E61ENis) AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). • • •• L •••• 8 TYP TOP&BOTTOM B.SEE MINIMUM STPAR0.710N TO GLASS ON SHEET 5. -UNLIMITED WWTH— EWMIION 9 W/ 6 OR T \ 9 1 e / 1 � / PLAN 11)TYPICAL HV BLADE #3 WORKING IN UNISON WITH HV WINDOW BLADE 0 SHUTTER* N.T.S. FLORIDA BUILDING CODE (Iligh Velocity Hurricane Zone IL @ 2015 EASTERN METAL SUPPLY.INC. BERTHA HV`s° •�' r••��• •v9' A.S.S■A■ Accordion Shutter System �TL�Ec �,N.-� IiV.HAI1E: W/aR W IiV.MON� TILUT TESTING {c ENGINEERING COMPANY American Shutter Systemslux.Fm OEscR�lLwa D= DRAWN BY:M t s vl/{ICOF OM FIN.3W SE.a.M.WMM 6ARGM RMWA 331 AssOQ)CtlOn. Ino. 1 ote,a-mu yto/18 MATE-04/10/15 • Ifiane,(305WI-1530.Fm:(306 71-1631 4268 Westroads Drive 2 DRAWING No ,.��, a- &gte. La West palm Beach, FL 33407 s ^Og S�01Vq. •„ 113-01106718 4 � !'L`ry,-1Nl NFLOR A T f"P.E. 3 SHEET P.E. SEAL/SIGNATURE/DATE "um a 4a1s7 8 18 OF 18 1 . T T �CO TIL.I.IT TESTING & ENGINEERING COMPANY WAL'T'ER A.T =,JR.,P.E. tiltec0 aol.com FL P.E.Lic�ea No 44167 PRODUCT EVALUATION REPORT n IM.Ike=No.OM719 REPORT NO.: 15-0415.01 DATE: April 15, 2015 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Accordions PRODUCT NAME: Bertha H.V.Accordion Shutter System HV Blade 3 W1 or W/O HV Window Blade#3 SUBMITTED BY: American Shutter Systems Association, Inc. (A.S.S.A. INC.) 4268 Westroads Drive West Palm Beach, Florida 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906)as a Revision.to FL 1850.1 to the American Shutter Systems Association, Inc. (A.S.S.A.), based on Rule Chapter No. 61020-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 fifth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT P.E.D. Drawing No. 15-081, titled "BERTHA H.V. ACCORDION SHUTTER SYSTEM", HV Blade#3 W1 or W/O HV Window Blade#3, sheets 1 thru 18 of 18, including 3A, 10A, •• •• VYalter'A. Til' �P+ly-,dated 04/10115 prepared by Tilteco, Inc�; signed�nai slsal�d bY. t�� .�•• This drawing is an integ6.paPt of-t%S V-"4a o%Report. to �i. T ��•.. .. ... .. .. e �► I/A • • ••• • • • • • ••• • • • • • III 6355 N.W. 36th St1•eet, Suite 305,�Iiiq,t1Qri?a 131 J6; hone: 00 . • Fax: (305) 871-1531 ... . . 11.0 ... . . .. PRODUCT EVALUATION REPORT NO.15-0415.01 2 2.2.TEST REPORTS: For HV Blade#3 Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996-05 as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202 and ASTM E 330-02 Test reports prepared by American Testing Lab of South Florida, Reports No. 0403.01-08 dated September 5,2008 and 0403.01-08 (addendum), dated October 17,2008 signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., and report#0825.01-10 (addendum to 403.01-08), dated October 7, 2010 signed and sealed by Julio E. Gonzales P.E. report# 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E. Addendum #2 to American Testing Lab of South Florida Report# 0403.01-08 (revision #1), dated 2/14/14, Addendum #2A to American Testing Lab of South Florida Report# 0403.01-08, dated 2114114; Addendum #1 to American Testing Lab of South Florida Report # 0825.01-10, dated 2/13/14, Addendum #1 to American Testing Lab of South Florida Report # 0829.01-08, dated 2113/14, signed and sealed by Mr. Stephen W. Warter, P.E. Report#0422.02-14, dated 4/30/14, signed and sealed by Mr. Stephen Warter, P.E. Tensile test as per QC Metallurgical Report No.8GM-692 dated July 21, 2008 signed and sealed and Report # 8JM-1019, dated October 22, 2008 signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. Report No. 0825.01-10 dated 10/06/2010, signed and sealed by Frank E. Grate Jr., P.E., per ASTM E-8. Tensile Test as per QC Metallurgical report# 11AM-09 dated January 11,2011 signed and sealed by Frank Grate Jr. P.E. as per ASTM E8 and report #11 IAM-40 dated January 17,2011, signed and sealed by Frank Grate Jr, P.E. as per ASTM E-8 Tensile Test per ASTM F606 on stainless steel machine screw pins, as pet Hurricane Engineering and Testing Inc. Report# HETI-14-T300, dated February 17, 2014, signed by Dr. Nasreen K.All. For HV Window Blade#3 Large missile impact and cyclic loading under TAS 201 and 203and ASTM E -1996-0-5- and 1996-05and ASTM E 1886-05, as per section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance with protocol TAS 202 and ASTM E-330-02. Test reports prepared by American TestingLab of South Florida, report#0829.01-08 dated October 17, 2008 signed and se.Ad• ;*1lj8wj R:Mi Wdr, P.E., and He Ate ;on P.E.Testing for Polycarbonate Bayer•Ma4cSoj6 j 11434* Fire burning t a •mer sections 2601, 2602, 2607 and 2614.he Ronda guldis►g Code, report # .., ETC -07-1095-19015.1, dated 12/14/07, signed and .b�7� 'h rd`-Roldan P.E. ... �� •• Cr • • • • • • • • • • ' �6 ••• • • • • • 0 7th y e • • • • • • • • • • • •• •• • s • •• •• ••• • • • ••• • • y/�� _ PRODUCT EVALUATION REPORT No.15-0415-01 3 i Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638, per section 2614 of the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19015.1, dated 12114/07, signed and sealed by Joseph Labora Doldan P.E. Tensile test as per QC metallurgical Report#8JM-1020,dated October 22, 2008, signed and sealed by Frank E.Grate P.E.as per ASTM E 8 Qualifications for Sabic Innovative Plastic Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7117108, addressed to Eastern Metal Supply Inc. to approved # 9034 sheet grade with NOA# 13-0717.01 addressing the burning characteristics,weathering and structural(mechanical)properties. 2.3. STRUCTURAL ENGINEERING CALCULATIONS:. On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, 2006, May 23, 2008, July 1, 20.`11, October 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Walter A.Tillit, Jr., P.E. New Revision Calculations prepared for load and span reduction based on 27.1 ksi Yield Strength versus 29.8ksi, dated 414/2013 and 4/1912013, signed and sealed by Walter A.Tillit Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of The Florida Building Code, as per Protocol TAS 201 (for HV blade 3 as well as HV Window Blade#3). 4 WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum- Shutter aximumShutter Span. for HV Blade #3 shall be as indicated on sheet 5 of 18 of product Evaluation Document (P.E.D.), Drawing # 15-081. Maximum anchor spacing shall be as indicated on sheet 6, 7 and 8 of 18 of product Evaluation Document (P.E.D.) drawing #15-081. Maximum Shutter Span and Design load for HV Blade #3 working in unison with HV Window Blade#3 shall be as indicated on sheet 18 of drawing#15-081. 5. INSTALLATION: For HV Blade 3 Shall be performed strictly in accordance with the details indicated on sheets 4, 9 thru 16 of 18 including 10A of Product Evaluation Document (P.E.D.), drawing No. 15-081. Minimum separation to glass shall be as indicated on sheets 5 of 18 of Product Evaluation Document(P.E.D.), drawing No. 15-081. Requirements for use of locks and/or locking rods shall be as indicated on Notes 4 of 18 and note 9 on sheet 1 of 18 of Product Evaluation Document(P.E.D.), drawing No. 16-081. The HV Blade # 3 Wor1e1g9 �! 4PPIos TA #3 shaltrpo, jformed strictly in accordance with limitatlbns'lticladed•orr s*hest 18 of 1. Minimum � separation to glass shall be as indicated on sheet 19 of • .Kw • •• • • • • • • • y • . . • •a •. FI,flR� . �. ••• • • • ••• • • PRODUCT EVALUATION REPORT NO.15-0415.01 4 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 6 of 18 of Product Evaluation Document (P.E.D.), drawing No. 15-081. Anchor specifications for HV Blade 3 with or without HV Window Blade #3 shall be as indicated on sheets 6, 7, 8 and 10 of 18 of Product Evaluation Document (P.E.D.), drawing No. 15-081. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1.Shalt be strictly in compliance with General Notes No. 1, 8, 9, 10, 11 and 12 Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 15- 081 prepared by Tilteco, Inc.and signed and sealed by Walter A.Tillit, Jr., P.E. 7.2. Product may he installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood frame structures, and Metal stud walls. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco; Inc. (Florida EB-0006719). � V• 4 i 4 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •