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HomeMy WebLinkAboutProduct Approval (3) t'1Vtlua t�uuuua� �.vuv vaaiiiav 1 - w T" Ie, }a ' t I hn>�3 D=ro tc( BCIS Home Log In User Registration ! Hot Topics I Submit Surcharge i Stats&Facts Publica[lons FBC Staff i BCIS Site Map Links Search Busines Product Approval ProfessiCn"al t` USER:Public User Regulation Product Aooroval Menu>Product or Apolicatlon Search>A Iici ion t>Application Detail FL# FL11964-R3 Application Type Revision Code Version 2014 Application Status Approved Comments -- Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 1 . Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email f�. Category ` Shutters Subcategory ` Storm Panels Compliance Method `Evaluation Repot from a Florida Registered Architect or a Licensed Florida-Proressional Engineer Evaluation Report-Hardcopy Rec ived Florida Engineer or Architect Name who developed Walter A.Tillit,Jr the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Frank L. Bennardo, PiE. J Validation Checklist-Hardcopy Received Certificate of Independence FI-11964 R3 COI 2INPANELSCLndf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code File Copy https:Hwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wUh XQwtDgsxYIeb4opOD... 7/30/2015 GENERAL NOTES' 1.STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)WAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BALDING CODE THIS STORM PANEL SHALL BM BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DA1DE/BROWARD COUNTIES). 8,1) MINIMUM EMBEDMENT OF TAPCON ANCHORS,S.G.TAPCONS, ELCO PANELMATE ELCO HAS. INTO THE CONCRETE BLOCK UNIT SWILL BE 1 1/4-. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, B.2) -3/4.O SOLID,SET ANCHORS SHALL BE ENIERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EM EDMENT INTO STUCCO SHALL BE PERMITTED. , FOR A DIRECRONALIIY FACTOR Kd-0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 F8C AND SHALL 1/4'0�-20 SCREWS USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO EXIST.AND 1"MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM (AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHIM Z 7,9 THRU 17. WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL.ANCHORS IN ORDER TO VERIFY THE ABOVE,CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE LONG SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS 13Y MULTIPLYING THEM BY 0.6 IN ORDER TO ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES TO COMPARE THESE W/MAX.(AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7,9 THRU 17. IN B.1)&8:2)ABOVE. IN INCREASR TO E W ALLOWABLE THAT PRESS COMPONENTS AND LOADS WAS ON THIS USED NDTHS TESTED WERE A DURATION CORD 1.33 WAS (C) TO EXISTING WOOD FRAME BUILDINGS.SEE SPECIFICATIONS ON SHEETS 12, 13, 14 & 15.ANCHORAGE SHALL BE USED FOR N ALLOWABLATION OF FASTENERS IN WOOD. PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER STUCCO 0R ANY 01HER FINISH. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION (D) MANCHS ANUFACTUS RER BE INSTALLED FOLLOWING Al OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AAERICAN TEST LAB REPORTS 8 0321.01-05,j 0812.01-05 AND # ' 0119.01-06,PER ASTM E 1886-02,E 1996-02 AND ASTM E-330 STANDARDS.QUALIFIED FOR WAND ZONES 1, 2 AND 3; MISSILE TYPE D(BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 7,PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 1521.1 AND 6212 OF ASTM E 1996-02 (SHEEP 4 THRU 8)EXCEPT THAT WADERS 2,3,3A&4 SHALL NOT BE USED. 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-1-132 OR 3004-H34 ALLOY. B.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3.ALL ALUMINUM EXTRUSIONS 5}jA.L BE ALUMINUM AS NATION 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR �7 WOOD FRAME BUILDINGS. STORM PANEL COMPONENTS STUDDED PLATE AND SNAP CAP ARE PATENT PENDING. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9,THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAN IN CONTINUOUS ' DIN 50018 W/50 ksi YIELD SIRENGTH AND 90 ksi TENSILE STRENGTH&SHALL COMPLY'W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION.CAULK AND SEAL SHUITER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. LENGTH 5.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISU 304 SERIES STAINLESS STEEEI-WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (e)THIS PEA.PREPARED BY 7HIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.a.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. 6.ANCHORS TO WALL SHALL.BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEK PRODUCT, BASED ON THIS P.E.D.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -1/4"0 S.G.TAPCONS AS MANUFACTURED BY ITW/BUILDEX. DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4.0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS -1/4'0 X 3/4'SOLID SET ANCHORS,AS DISTRIBUTED 13Y ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. _ (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES: (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL At)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G.TAPCONS IS 1 3/4'; FOR ELCO BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PANELMATE AND ELCO NAS IS 2". USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE PEA.ENGINEER,SHALL SUBW TO THIS LATTER A.2)3/4'0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO SHALL,BE PERMITTED. -1/4.0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR (e)THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD -WALLS-WITH-NO-STUCCO- THAT PREPARED IT. A3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING WALL OR 11.SHUTTER MANUFACTURER'S LABEL.$HALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN FLOOR,ANCHORS SFW1 BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE ACCORDANCE WITH SECTION 1710.0.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY SHALL BE AS INDICATED ON NOTES Ai)&A.2)ABOVE. OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORJDA BUILDING CODE (8) TO EXISTING CONCRETE BLOCK WALL' -1/4'0 TAPCON ANCHORS AS MANUFACTURED BY NS.W./BUILDEX. -1/4"0 S.G.TAPCONS AS MANUFACTURED BY ITV/BUILDEX. -- - -1/4'O-PANEL-MATES-ANCHORS-MALE-OR-TVAAS-AS-MANUFACTURED-WY---ELCO=CONSTRUCTION-PRODUCTS. THIS-DRAWING SMALL ONLY BE-USED-TO - -1/4"0 x 3/4'SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. OBTAIN PERMITS IN THE STATE OF FLORIDA A. T144 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02015 TXTLT.1,ANC 0.050' BERTHA ALUMINUM STORM PANEL r.Rc F ' N0,44187 (2.00" DEEP) N.l'MMI WS 7 = w/ryaa IL E C O twc. EASTERN METAL SUPPLY, INC Imm 4see HIST ROADS uW1'£ TALR TESTING t EN NrMHO COMPANY *EST FALy�t FL'�> 15-045 s a..=w we Im n.1u pmw.Isejpw-am FAx,IserMsr-rne IxCRMT1/G No WALE TLUTUc.ui 67 X- aD n-mF929 • SHEET 1 Or 17 C12.000- 101-(TOTAL W707H) 8.151"(TOTAL W1D7H) (EFPEC7NE WIDTH) 6.000(EPFEC77VE WIDTH)1.070' 1.070' "� r1.070' 4.880' r 170' MA�7yUA(A.SD. DESIGN PRESSIRTs RATIJVG (ps1)£ I I 0 - ) LSA-X- a �fAMIUM RAAW. LRUM %YaJ [Tjp.) o $ o �T o 0.250- H T o 0.250' N ry ryh° PAAWA MIAIM AT BOW ,PAAWV J?=UMM AT 2.020- -I 2.o2o-{- °' -I 2.020'I- MW RIV 72ACW J V ONS OF 27MM SAW FULL PANEL W/ HEMMED EDGES HALF PANEL W/ HEMMED EDGES WJTg n(Xq OR ®* 14.375-(TOTAL WIDTH) B.425-(TOTAL WID7N) AS�~ Mom.PAIEL LINUM A_,a� 1/pANQ 1F/K,711 p MTM L(xJ PRE5StW RAIY.1', L(IL) 12.000-(EFFEC77VE WIDTH 6.000-(EFFECTNE WIDTH) (P-0 (paL) 1.070" 1.070- 1.070" 4.860' I- 170' 1 I I +30.0, -30.0 13'-0' +JO.O, -30.0 1J=0- ®� -� r/t.a5o'lirP.J I ®A (TivJ I +JS0' _55.0 12-8- +350. _J5.0 12'_0- +40.0. -40.0 12'-4- +40.0. -40.0 i 1•_J• O d -{2.020'{- -'I 2020"{- -{2.020'{- +4S0, -45.0 12'-0' +45.0, -45.0 10-0" OPTIONAL FULL PANEL W/0 HEMMED EDGES OPTIONAL HALF PANEL W/O HEMMED EDGES +-0, - 0 If'-0" +50.0, -50.0 9•-0- Q STORM PANEL +550. -5s.o 10'-0• +55.0• -55.o 8•-2' SCALE: 1/4-- /' +60.0, -60.0 9'-4' •+60.0, -60.0 7-6" +70.0, -70.0 8-0' +70.0 -70.0 6'_5" 7'-0' +80.0,-80.0 5 6' CONCRETE ANCHORS(SEE SCHEDULE)- }7 Lan +9D0, -9o.0 6'-J' +90.0, -90.0 5'-0• I I o of +90.0. -100.0 5=7- +90.a -100.0 5•-0' W +90.0, -110.0 5'-1' +90.0, -110.0 5•-0- j cUi +90.0,-120.0 4'-8' +90.0. -120.0 4'_9- 1 W +90.a -1J0.0 4'-0' +90.0, -130.0 4'-4 112' ti _- _ A.S.D. DESIGN PRESSURE RATING&"IMAIUM PANEL LENGTH A A FOR INTERMLLY REMOVABLE PANELS AS PER AIOUN77NO ASTAL A7WNS ON SHEET 7 OF 17 IS W +50.0, -50.0 p.sJ.W/68'MAY PANEL CLENGTH. Ni MAX.ASD.DESIGN PRESSURE RATING&MAXIMUM PANEL LENGTH _FDR._AIOUNDNG AS_PER-ALTERMTAE'-Zt 1_ A0 A _,/4_ ON SHEET I4A MID 150E 17,RESPECTIifl.Y,ARE II I I I +50.0,-60.0 78.Max PANEL LENGTH, FJ"-} CONCRETE ANCHORS(SEE SCHEDULE) 1fltliil{{ AND+50.0, -50.0 p.rJ. f0R UP 10 106'PANEL LENcn1. 11�ut STORM PANEL 1 . �• ���R.fA.{:. �<<%j•''4,� TYPICAL ELEVATION �� ��C�N$ `���� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) e201s 7XMW.Or 0.050 BERTHA ALUMINUM STORM PANEL rxLJ aE ' No.44167 = (z.00" DEEP) omw Br r1/4'Moz GAP 114-Max. GAP-{ : M124115 IL EC �N4. 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