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HomeMy WebLinkAboutProduct Approval iorida Building Code Online Page 1 of 3 BCIS Home j Log In User Registration Hot Topic I Submit Surcharge Stats&Facts i Publications } FBC Staff i BCIS Site Map ; Links Search Florida KViti r 'Product Approval II � USER:Public User . RECEIVEQ Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL11968-R4 JUN 15 2018 o Application Type Revision Code Version 2017 ST. Lucie County, Permitting Application Status Approved Comments Archived01, ` Product Manufacturer Eastern Metal Supply y Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels 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. 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. J Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING_ 17-098 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17- 095 CERTICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-096 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY2c INC. DRAWING 17- 094 CERTIFICATION OF INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11968 R4 Eouiv EASTERN METAL SUPPLY,INC. DRAWING 17- 095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM httns-//www.floridabuildiniz.orLY/nr/ur aDD dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf... 1/8/2018 L-"?lorida Building Code Online Page 2 of 3 E-1996.PDF FL11968 R4 Equiv EASTERN METAL SUPPLY,INC. DRAWING 17- 098 LETTER OF EQUIVALENCE SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Equiv EASTERN METAL SUPPLY,INC DRAWING 17- 096 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PD F FL11968 R4 Equiv EASTERN METAL SUPPLY2c INC. DRAWING 17- 094 LETTER EQUIVALENT BETWEEN SSTD 12-99 AND ASTM E-i 996.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 Date Validated 10/28/2017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 11968.1 0.040 Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-094 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY2c INC. DRAWING Approved for use outside HVHZ:Yes 17-094 0.040 BERTHA ALUMINUM STORM PANEL.odf 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.Max.span is 12'-0"for+25,-25 p.s.f. Evaluation Reports and 4'-0"for+125,-130 p.s.f.for sections 1,3,4,6,7,8, FL11968 R4 AE EASTERN METAL SUPPLY2c 8A,9 and 11.See sheet 10 of installation drawing for other INC DRAWING 17-094 PRODUCT EVALUATION REPORT.gdf spans and pressures.Valid only for wind zones 1,2&3 as Created by Independent Third Party:Yes defined by ASTM E-1996. 11968.2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-096 Limits of Use Installation Instructions Approved for use in HVHZ:No FLi1968 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-096 0.050 BERTHA ALUMINUM STORN PANEL.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.Max,span is 12'-11"for+30,-30 Evaluation Reports p.s.f.and 8'-2"for+75,-80 p.s.f.for mountings without"h" FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING header.See sheet 5 of installation drawing for other spans 17-096 PRODUCT OF EVALUATION REPORT.PDF and pressures.Valid only for wind zones 1,2&3 as defined Created by Independent Third Party:Yes by ASTM E-1996. 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ-Drawing Number 17-095 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY INC. DRAWING Approved for use outside HVHZ:Yes 17-095 24 GAGE GALVANIZE BERTHA STEEL STORM Impact Resistant:Yes PANEL.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other:Large Missile.Max.span is 9'-8"for+30,-40 p.s.f. Created by Independent Third Party: Yes and 7'-2"for+70,-80 p.s.f.for panels mounted without"H" Evaluation Reports header.See sheet 4 of installation drawing for other spans FL11968 R4 AE EASTERN METAL SUPPLY INC. DRAWING and pressures.Valid only for wind zones 1,2&3 as defined 17-095 PRODUCT MIALUATION REPORT PDF by ASTM E-1996. Created by Independent Third Party:Yes 11968.4 Clear Bertha Storm Panels(2 1/4") corrugated polycarbonate storm panels retained or not by -Drawing Number 17-098 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY,IN_C_. DRAWING Approved for use outside HVHZ:Yes 17-098 CLEAR BERTHA STORM PANEL 2.25.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.Max/span is 10'-0"for+28,-28 p.s.f. Evaluation Reports A.S.D.and 4'-0"for+105,-110 p.s.f.A.S.D desgin load. FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING hrr„q //www.floridabuiIding.org/nr/nr anp dtl.asvx?param=wGEVXQwtDgsxYleb4opODf... 1/8/2018 �t GENERAL NDT£5: NOTES: 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN VERIFIED FOR COMPLLANCE IN ACCORDANCE B,1)MINIMUM EMBEDMENT OF TAPCON,ELCO PANELMATE:AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK W17H THE 2017(60;EDITION)OF THE FLORIDA BUILDING CODE THIS STORM PANEL SHALL AU BE INSTALLED AT HIGH VELOCITY UNIT SIdALL BE 1 1/4 1 3/8'FOR ZAMAC NNUN ANCHORS AND 1 1/8'FOR RED HEAD DYNABOLT SLEEVE ANCHORS HURRICANE ZONES(MLAO-DADS/BROWARO COUNTIES). DESIGN WIND LOADS SHOLL BE DETERMINED AS PER SEC77ON 1609 OF THE ABOVE MENTIONED COD£, 62) 7/8'CALK-IN ANCHORS SNAIL BE ENTIRELY EMBEDDED INTO WE CONCRETE CLOCK UNIT.NO EMBEDMENT'INTO STUCCO FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND SHALL BE PERMITTED. 114-0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST:AND 1' FOR A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-1O,FOR"INSTALLATIONS UNDER 2077 F8C AND SHALT. MINIMUM FOR WALLS WITH ND STUCCO. NOT EXCEED THE MIAXLMUM(ASD)DESIGN PRESSURE RA77NGS INVIC47ED ON SHEETS 5 THRU 9. IN ORDER TO VERIFY THE ABOVE CONDITION ULTIMATE DESIGN WINO LAWS DETERMINED PER ASCE 7-10 B.3)MINIMUM EMBEDMENT OF lf40 r J/4'ALL POINTS SOLID-SET'ANCHORS SHALL BE 7/8'CYTO THE CONCRETE LE atOCTC NO SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0,6 IN ORDER TO MINIMUM INTO STUCCO SHALL BE I'MTINIM. FOR 0-20 S.S. MACHINE SCREW USED SHN/.8E 17/2'LONG TO COMPARE THESE W/MAN. (ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. MINIMUM SHOULD STUCCO IXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY 7MAT COMPONENTS AND ANCHORS ON THIS P,E.D.AS TESTED WERE NOT OVER STRESSED,A 33X INCREASE 8.4)IN CASE THAT PRECAST STONE OR PRLL'AST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS SHALL BE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOL USED IN THEIR ANALYSIS.A DUR47TON FACTOR CD=1.60 WAS USED FOR LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SMALL BE AS INDICATED ON NOTES IN VEHIFICA770N OF FASTENERS IN WOAD. . a I)AND B.2)ABOVE STORM PANELS ADEQUACY FOR IMPACT AND FATGUE RESISTANCE HAS BEEN VERIFIED 1N ACCORDANCE WITH SECTION 1609.1.2 OF (C)ANCHORS SHALL RE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SP60FICABONS OF THE ANCHOR'$ THE ABOVE MENTIONED CODE AS PER ATL REPORTS/0121.01-98R,/0329.07-00, 1 0525,01-00 AND 10512.01-03 AND MANUFACTTIRER, /0677.02-04,AS PER IMPACT TESTING EQUIVALENT TO ASTM E-1995 STANDARD&ASTM E 530-02 STANDARD,LIMITED TO INSTALLA77ONS WWON WIND ZONES 1,2&J AS DEFINED BY ASTM E-1996 STANDARD;AND 10221.01-01 PER TAS 201,202&203. 7.PANELS MAY ALSO Be INSTALLED HORIZONTALLY FQGLOW7HC INSTALLATION pE7AXS 51ffiWN ON SEC7XANS J BNRU 8(SHEET J&4 OF 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-0432 OR 3004-H34 ALLOY. 9)EXCEPT TAIT HEADERS J 4&5 SHALL NOT BE USED, 3.ALL ALUMINUM EXTRUSIONS S B£ALUMINUM AS BON 6063-75 ALLOY&TEMPER UNLESS OTHERWISE NOTED. 8,IT SHALL BE THE RESPONSIBILITY OF WE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE STORM PANEL CONPONE7N7S S7UDOEL PLATE 5S SNAP CAP ARE PATENT PENDING. ATTACHED TO INSURE PROPER ANCHORAGE. TN15 SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. CLOCK OR T5D00 FRAME BUILDINGS. 4.AL SCREWS TO BE STAINLESS STEEL 304 OR J76 AIV SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 9, THE'INSTALLATION CONTRACTOR IS TO SH��fOAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE 50018 W/50 ksl YIELD STRENGTH AND 90";TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION BUILDING70 PREVENT WtND/RA7N INTRUSION CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 2411.3,3.4. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR ASI J04 SERIES STAINLESS STEEL, WIN 35 ksf MINIMUM YIELD STRENGTH. 10. (0)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORU477ON FOR A 91F SPECIFIC PROIECr;i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P,E,D. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SE'LECBON, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF TMS PRODUCT, (A) 70 EXISTING POURED CONCRFTE. BASED ON THIS PED. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY LLW. BU80EX. - 1/4'0 CF TAP-CHIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRU-FAST CGRPO4A770N (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS - 1/4'R ZAMAC NALIN ANCHORS AS MANUFACTURED BY POWER FASTENERS INC. - 3,/4'0 x 7/8'r"-IN ANCHORS OR ELCO male&female 'PANELMATE'AS MANUFACTURED (d)SITE SPE'C*V PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT'WHICH WILL BECOME THE BY POWER FASTENERS INC AND ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY. ENGINEER OF RECORD(COR.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF BRE P,E.D. - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. ENGINEER Cr RECORD, ACTING AS A DELEG41ED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. NOTES• (e) THIS P.C.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT AI)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3,/4?FOR ZAMAC NAUN ANCHORS IS I J/8' PREPARED M FOR ELCO PANELANTE ANCHORS IS I J/4'AND FOR CF TAP-GRIP ANCHORS IS 1 1/4" 11. SHUTTER MANUFACTURER'S LIBEL SHALT.BE LOCATED ON A READILY VISIBLE LOCATION AT S704M PANEL IN ACCORDANCE WTIH A2) 7/8"CALK-IN ANCHORS SHALL.BE ENTIRELY EMBEDDED INTO THE POURED CONCRM NO EMBEDMENT INTO STUCCO SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. SHALL BE PERMITFEC. 114-0-20 SCREWS USED SH41.BE 1 T/2'LONG MINIMUM SHOULD SNCCO EXIST,AND 1' LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. MINIMUM FOR WALLS WITH NO STUCCO. A.J)MINIMUM EMBEDMENT OF 11410 x J/4'AL POINTS SOLID-SET ANCHORS SUAIL BE 7/8'INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'8-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. A4)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, INDICATED ANCHORSSMALL ON NLONG AT)&HA2 )ABOV£LACN THE MAN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE SHALL BE AS +yA`Af ± �-- THIS DRAWING SHALL ONLY BE USED TO (B) TO EXISTING CONCRETE BLOCK WALL: .a 1 11L'.'/A✓z OBTAIN PERMITS IN THE STATE OF FLORIDA - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY LT.W. BUILDEX. Olt �••tet ;Y - 1/4'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON).AS MANUFACTURED BY TRU-FAST CORPORATION. 140.44107 _ - 1/4'0 ZAMAC NNLW ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC, ` f = - 1/4'0 x 7/8'GllX-N ANCHORS OR ELCO mole&female PANEIA 476'AS MANUFACTURED BY POWER FASTENERS, INC.AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. ! a �_ -*Ar, FLORIDA BUILDING CODE Non High Velocity Hurricane Zone - 1/4'0 RED HEAD DrxAsoLT SLEEVE ANCHORS AS MANUFACTURED BY I.T.W. aurcD£x -z0 Of..... AJC 02017 MMM Wa 0.050"BERTHA ALUMINUM STORM PANEL L.C. (2.25"DEEP) "AN BY. ''�iAig44Frt11Jl _0,1 �, 01121117 EASTERN METAL SUPPLY, INC a1 I�E Q 1 N 4z"wEsr Raps DRIVE TILLIT TESTING At ENOINEERRKN COMPANY WE37 PALM BEALYA n.A#07 an,Mx.JAVA sl se.JT4 vnxa,w AA'1Ta4 n LTfA PWVE.'(561)209-826.7,FAX:(561)841-1716 17-096 R/Alfen-13Io,rm:(S!Jl11-1611 ms+n. 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(2.25"DEEP) DRANK BY, WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION O7/,l/lT EASTERN METAL SUPPLY, INC aro SECTION 1 scv.E.J/B•_ , SECTION 2A sc&,-:J/B•- ,2M Largs 7ILUr 7£577110 A ENGINEERING COMPANY N'ESf PALM DEALTL a.J7107 I J-096 asu nLA:56tn.a See 50.5,—r— ONYgN rt 111Fp P/ADnT:•(Sef)209-B7Bl fAk(3K,)e(I-1716 If9ff:=A2 OF SECnON O STUD VALID ALSO fOR ++w pmuldT!-Imo. 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M.) — SECTION 5 scut£:3f8-- r- INSTALLATION — SECTION S INSTALLATION — SECTION 7 — SECTION 8 SCALE:J/8"_ }- SCALE:3fll/»/YI �j��j SCALE:31$•= 1' ++d{,���A�� •SCREWS USED AT ANCHORS MAY BE 114-0-20 SID£ T"unvutuu T .�at��,.',. � S ' = WALK 80V ¢�OR t/rr-zo rRGss HEAD BGtr SEPARATION TO , a '•.,5 i W/@ ik GLASS {V7 •SIVE WALK SOL75 ARE 3/40z3/32-WrK 19 WAD MICMNE SCREW Wf LENGTH AS PER NOTES A2 7/I"0-20 x J14' £0. EDGE INSTANCE �,/ * '*' k 8.2(5N£ET 1). . g Cant 7'W/T-N (S E]SCNED SLE ON J '21i(1(��AM� S •7RU55 NEAE BOLTS NG A 0xER THICK.2& 3/32' 4 y C. NUT O ) E S• MACHINE SCREW W/!£NCTN AS PER NOTES A2 Q - pis l��Rt� ��+. 8.2(SHEET 7 1.00Oi! ! 1.0000 NOTE FOR COM81NA1701V OF SECTIONS: .1 1 WAL11FLOOR/CEWN'G MOUNTING SECTIONS CAN BE mmo4 s COUX-AV Be aro"Mr/1 —£0. COMBINED 7N ANY WAY TO SUIT ANT INSTALLAWN FLORIDA BU/LD1NG CQD£ (Non High Velocity Hun/sono Zone) 1T1AUE PAWAAFF AWAVS (SFE Sr M E FOR SALvrc) ! 02017 RLIELO,we 0.050" BERTHA ALUMINUM STORM PANEL ac. RQUIRED NCRL7E--� (2.25' DEEP) LAPAWN BY. FLOOR MOUNTING INSTALLATION '�;;'�'��' EASTERN METAL SUPPLY, INC 07129117 - SECTION 5A SCitE:J/$•= r !11.1 E C O tNc. 42M WEST Ra9S oW TILUT TES17NO R ENGINEERING COMPANY NEST PAI.II B£ACIL/L 61)8 aw xc.Taw SF sa.,>aL nh-maA cv+Ao2 n.arca PHONE(581)249-8263,TA+r ts6r)6+7-1716 17-086 PhW:taa3Js7r-taw.tw:{1o1mr+-7a1r ��, n®aw MAWINC No EB-0046719 WALTER A RLL.J.P.£. LVD ra-ou 7/La/r fLORiA4'A sA767 r SHEET{ OF M POURED CONCRETE I� POURED CONCRETE OR OR ` VARIES 3' CONCRETE BLOCK WALL CONCRETE BLOCK WALE REQUIRED REWIRED Nom' i I l 7 \ POURED C \ 2'x 3"r.093"3165 N-1<°R �r I �CREIE BLOCK � `, 6065-76 ALLOY Cont Akin.ANGLE 'I OALRWALL REQUIRED y WIN ANCHORS O 12'0.C A /r f REl£OR �' CONCRETE. WALL Rf •-2.500•Min. —T WTRBED \ ` !+ 0 ?2'R5 2.SOI 1 o A rz D.c 5 R A r'Mn , ♦ , , `+ _� r ANCHORS U O f2.0.C VARIES 3- xr .) • y Max. �I".-r_�)OR 1 4 l OR 7 1 1.000 ` RfWPED ALWAYS 3`-� L _- ( {t(�7.�1] (\�}�{J�� (\�y..l) \\ ���•••!// jf/ •, d i \\ �I OR `../ tiJW ALTERWE LEG LOCATION \ 2'x 4'x.125' ` _ 2'Max. \ TO 2'x 5'x.OSS' I 3105-Hit OR 6063-76 AttO� - -- _ a \ �' OR{7(/t Can f.Num. 05-HYANGLE OR Cont Num.ANGLE _ > �j t..:'! OR ET Af 3105-H15i r SHEET NETAt Al.. / C. 4-x 4'r.072' DEM PLATE 0 24'0.C 3105-N14 OR 6063-715 ALLOY W/JACK?Af Cont Num.ANGLE ' CASE A (Plant CASE B (Plan) CASE C (P/an) CASED Plan SCALE.' 1/4'= 1' SCALE. 1/4'= 1` SCALE: !j4'= 1` END CLOSURES DETAILS SCALE• 1/4'' 1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (2.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L." OR COOLRED 1�5`a"D M" BLOCK WNL ��` (OPEN PoSTDaN+J POURED CONCRETE—,, ••-1.50 SCHEDULE FOR A GIVEN PANEL SYSTEM REWIRED OR CONCRETE BLOCK , } [REDO) TAPCON ANCHORS OR WALL REWIRED `l \ ALL POINT SOLID-SET43' kMIMUM Max.PANEL LENGTH (SEE SCHEDULEfOR 5ASO.OES/GTrPRESSURE RADNOW �W/ COM.dCOMPONENT(9 � I ti +30.0, -JO.0 12•-11' t2'-11' r2'-11' J i 1'ulmmVM SEPARATION +30.0, -35_D _ f2'-1 i' -1 i' D•A°NIMUM TD� i cnNr +35.0, -40.0 12'-0' i To sass r 7 Vert a, EA SW ' +40.0, -45.0 111-2' 11'-2' 17'-2' POURED CASE E (Plan) COM. ' CONCRETE OR...f +45.0, -SO.O 10'-T 10=4' ro'-T Q �`e &OCKREaCK CONCRETE j / WALL SCALE-1/1 7- +50.0, -55.0 10'-0' 9'-4' 10'-0' J W REDwREn COM. POURED OUC DCN �'--;,"T SECTION 0 STUD (OPEN Pasrom 4J +55.0, —60.0 s'-7' e'—s` WALL REDLkRED TYP TOP/BOTTOM +60.0, -65.0 9'-2' 7'-9' 9'-2- ATAPLL PONT � `�'�/j'��]CONT; 1`�N/'11 (SEE SCHEDULE'FOR SPACING) �-�'(�w POSITION P'1 +65.0, -70.0 8'-9' 7'-2' 8'-9' :r�`U. 5�.-•,, �' WALL YOU ! STALLAT vV 4 FLORIDA BUILDING CODE (Hort Nigh VetocNy Nurrfcano Zone) +70.0, -75.0 8'-6' 6'-B' - 7 SECTION 3 �q,A416 ;* 02017 TILTEM ma 0.050"BERTHA ALUMINUM STORM PANEL La +75.0, -8MM 8'-2' 6'-3' 9'-2' SCALE: J/B'= 1• : t: "� � (2.25" DEEP) 3E EASTERN METAL SUPPLY, INC 071251f7 NOTE: MINIMUM PANEL LENGTH IS 3'-O'. QR1♦OP. �kk � ,......... I W NC. <26P WEST ACK, °RHE sslotaa�-` T 725nNC d EN6INEFRTNG COMPANY WEST PALM MACK,2'SN°7 17-096 xk,far.st,a,..xv,rxaxu rAcaOec n.orae PlkNrl2{561)709-926.L FAx:(561)!!11-1716 �'+hirrsl/Iii: »+w:(.rutin-rsta.tt.:fmlkrr_rslr .nc x. mux.r ..+c ter:w aRAxMc n'o EB-6006719 orn ra-ow /!bn WALTER A TdLA Jr.P.E: SNFE7 5 OF t< rT.ORtAA Lir. t<!67 navAdM� � AAOOOR WACM MAXIMUM A.S.D. DESIGN PRESSURE' RATING (p.s.f.) AND CORRESPONDING MAXIMUM ICHOR fa4.CM2.A&a'W ANEL O AND PANEL tDA^Dt E. D. EDGE DISTANCE ASDLL DIS" La PANEL 6c K11 FOR A cn'D9 SPACING SCHEDULE, FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES wsa oESCAI caw LAST Lr 6ERA[D As PfR • SC1Ai.D7 s ON SHM 4, NMUU RUIMUM AACAAORS SPACING FOR E a-J 1/2'•• ""GUAM MkVMUM ANCHORS SPACING fOR E.0.a 3 1/1'•• A7�SD.M APPLIC46 E TO UX= ASD. APFL44W TO 1AaAT W DESIGN PRESSURE TAK016 zam REDltED/!D.OYN48OLT C4IK-IN SUDD-SfT PM'ELAL1iES Cr TAP-CRP SWOONS/d PMI£L DEIGN TAFCONS �/ CNK-IN SO[N-SET PANQM17E5 CF TAP-GRN SECr4\?S I d PANEL ANY CCM 99417 LENGTH PRESSURE RED HD.OYAa6:01.T COM8tN4 LENGTH ro r0 ro To ro m m m ro ro m ro OF R1EM q'(/L) RATING m ro m ro m ro ro j ro m ro ro ro OF 1H£4l 'L•(R.) 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FOR CALK-IN ANCHORS R ELCO OR 12' 8' 12' 12' 12' 6' - - 12' ( 12' 12' 18 1/2• J(BOTTOM) ?8=0' PANEWTE IS 2 1/2:AND 3 7/2'FOR St(/D-SQ ANCHORS). N y• '} y TO LESS /2" 8' 12"++ 12' 72' 6' - - J2' f 12' 12' i8 1/2' 4(BOTTOM) G L FACTOR O-D'12'++ - 12- 1 - - ' - 12• 1 - 12' - 5(TOP) 7ACruAL.E. a /QTS _ IANC mmw M"•' a' t2- 8- 12•++ 72- r2- 6- - - 12' 12• r2• 8 1 2- 5 BOTTOM} IAPCON /D)?AVMT CALX-9d SOLID-SET CF TAP-CRP �•••�' 1 12- - - - 12' - - ? - 12' - f j 6(TOP) J' - Pas7E5 .75 .78 1.00 lo- - - - To' - - - 12' - - - 6(BOTTOM) 2 112" - .71 .50 - .BO - f 7 2' - .50 - - - 9• _ _ _ g _ _ _ /2- _ _ t .. T(BOTTOM} 1 1/2' .J5 - _ _ - I 12- 6- 12' 12' 12' j 12- - t7OP/80TTON} FLORIDA BUILDING CODE (Non Nigh Ve/oclly Hurricane Zona) &2017 7XIECO.OC 0.050"BERTHA ALUMINUM STORM PANEL Ec. (2.25"DEEP) ORAWN BY. EASTERN METAL SUPPLY. INC °'/a4M 42"WEST Rays MW noir TESnNo Q ENGINEERING COMPANY WEST PAW BE"fl'3J407 /]-OBB aw N.K.MN a sw.vA P7KWE:(567)209-8263,M'(561)84/-1716 rn"":(JW�Ti-Ism.fx:ncn7en-test o.K murra LWAMINC m E8-0006719 fLCR WKTER A 77LL/7 A:P.E r wo fe'"•T /'4/1 l� SRITT 6 OF 14 tA{Iia 44167 M RIS SU74' u w0:CA1E4 REQURED ALY7XOR SPAGCi ' 1aR A Ing Asa L Laao,,m CW R tE1CM MAXIMUM A.S.D. DESIGN PRESSURE RATING las ) AND CORRESPONDING MAXIMUM ANCHOR = , HOKM L/4T1"PALL LEACIN MR A CIUE1! E. O. �EDGE DISTM'CE "' ASA OEWM LOW MOST aE VOWED AS PER SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES SCHOU!F ON 9217 4 MAY/MUM ANCHORS SPACING FOR E.0. -3 1/2'•• MiWiN�N NAWUM ANCHORS SPACING FOR E.0. J 1/2••• fr"-`q• pAr APPLICABLE TO Mu3m AS ZAMAC NAAfN SECDOt15 a 1LLNLL - DESIGN 70140 NA31N/ SE � 'PANEi . DESIGN TAPCONS REO lea D Li CALX-iN ��-SCT PANRMATES P'TAP-GRIP I P� TAPCYNJu^ RED ND.dT1LIBOLr 'K-w 501X1-SET PAN[LAGITES Cr PRESSURE COM&NAn LENGTH Lt�Ce _ RJRAYIC immi MLSamw CaKft E�u4TO s&w C 1 MLSOXRr CONCIVE 1MSOONRr CCLCRM AUMV PY C&CREIE MASTO 1 O Y OF 711EA1 'L`ttG) PAYINGP-0 CO nE7 i WOAOARY CM1 to CIRETE U45OAD' CMC121E' "UAR WY CI AEIF�YA600NR1• CowwE:4KT0 PY RETE( ^_ •` �} '); 12` - t2.++ _ tT- _ 12' _ 1(TOP) 8• _ 7•t+ - 9_ _ _ _ t2` - 6' 12• 6' 12'++ r2 12• ' S" 12' 12• 12' 12` 12' T 1.91'(BOTRIM) !?' S' if++ 1D• Jz' 4' tY Jz` 12' 9 !j2` 9' S' 1. - 12++ - i1• - J2' 12' 12' - 12 - 2 9+(TOP) 12 - 9'++ - 12' - 12' 12' 12` - 9' - 2,9+(TOP) 12• 6` 12++. 12` 12' 5• - - 12' i 12' 12' i 7' 2(007101[) 12" 5' I1++ Io' 12' ! 4' - - 12` ,9 1/2' 9' 5' 2(BOTTOM) 12' 16' f2++ 12' 72'L' - - 12' i 12' 12' T Z.t(BOTTOM) 1z" s' Ir'++ 10' re' 4• - - 12• 9 1/2' s" ; s• ZA(BOTTOM) +Jia-4a0 72` - t2++) - 12` - - 72' - 12' - J&4(TOP) 8'-0' +550.-6a0 12' - f f.++ _ 12' -� - - 12" - 9' - 3 a 4(70P) 8•-O' TO t2" s" l2++ 12' 12' 3" - - !2' i !2' f2' 7' 3(BOTTOM) OR TO 1. 5- Jt++! t0' t2 4• - - t2` 9 1/2• 9' S' J(BOTTOM) OR 7.•. LESS ++ [Ess +550.-60.0 12' 6" I2++ 12' 12` ' 3` - - 12' I 12- i2' 7' 4(BOTTOM) +750.-80.0 12' 5' 11' to. 12` 4` - - 12• 9 1/2' 9' ' 5' 4(BOTTOM) 12' - f2+t{ - /2• - - - f2• t - 12` - 5(VOP) IZ' - 1/•++ _ t2' - - - 12• - 9' - 5(TOP) 12 6' tz'++ 12' 12' ' S` - - 12" ^.12' 12` 7• 5(BOTTOM) 12' 5• 1f• ' 10' 11' 4' - i - 12' r 9 1/2" 9' S' 5(90T70M) la' - - - 12' , - - - 6(Top) a' - - a- - - - to w- - - - 6(MF9 a• - - - a' - - - 12' - - - 6(BOTTOM) s' - - - e' - - s' - - - 6(BOTTOu) 7. _ _ 7. i ^ _ _ to 1/2''' - '_ - 54 �oTo 5' ` - - - s' - - I - 7 1/2- - - - 507600 TOM) 8" - - - B" - - Il` - - - 7(80TRON) 6' i - - - 6' - - - 8` - `• - 7(BOTTOM) 12' - 12 U t2` 72' 12' - a(TOP/BOTTOM) 12• _ 12 i t2' 12" ? 6' ^ i - (70P/BOTTOM 6• _ 5,++ - 6' _ _ ! _ 9 A. - 4' _ r(TOP) 5, - 4'++I - 5. i - - 8' - 3' J t/2• 1(TOP) IJ• s' 9'++� e• 11' 3' 12' 12' 12' B• 7 112-'; 4' 1.9+(BOTTOM) r0' J' 8'++' 7• t0' i J /2' 12 12" T 6 1/2' - 1,_9+(80TTOM) /2` i - 9'++ - 17' - J2 f2" 12' - 7 1/2"' - 2. 9+(Top). to- - T++� - iT' - 11' ; 12' 12' I - 6 1/2' - x 9+(70P) 11' 4- If' " 9'++: 8' If` 3" - - 12' 8- 7 1/2' 4• 2(BOTTOM) to- i J'` 8`++ T r0- `t s" _ - 12` I 7• 6 I/2` J 1/2' 2(BOrroM) !1` 4' 9'++� 8' J 1' 3' - 3 - 1?' 8' 7 t/2' 4' 24(BOTTOM) le" 4- 8•++ 7' to` i J` - - 12• 7- 6 1/2'!j 1/2` 24(BOTTOM) +.750,-Ia0 11" - 9'++ - I t' - - { 12' - 7 f/2•. - 3&4(TOP) +550,-6ao 10` - 8"++: - rt4j - - - 72` - 6 1/2' - 3&4(TOP) r0 I1' C 9'++ 8' 11 J` - - 12 8' 7 t/1' 4' s(BOTTOM) >8'-0' 70 Jo' J• 9•++ 7• J' - j 1z" ! 7' 6 1/2• J 1/2' 3(BOTTOM) 18'-0` +SS$-sa.o tY 4' 9`++ 8• ii' ' 3' - - /2' I 8' 7 1/2', 4' 4(BOTTOM) To +75.0,-baa 10" 3' 8•++ T J' - - 12• T 6 I/2' J 1/2" 4(807781) TO 12'-0' 9•-7• �' 4 tt' - - - t2' - 7 t/2 - 5(TTX) ro 1z' - 61/2'3 - 5(TOP) ++; 9'++' a' 11' I 3' - 12' 1 8' 7 112'' 4` 5(a07TOM) 9- J' a' 7• 3' - 12' }6 1/2` 6 1/2•:3 1/2' 5(8(?IOM) 6' ! - - 8 112' - I - 6(Top) 6 ! - - ; - - j _ ..',/T�- ._�....__ 6(TOP) _..., - 5. _ •' _ 5. T R _ _ { _ 6(BOTTOM) s' - - - 5' - - s 1/2'j - -i -. s(eonoM) S rl.z• ^a4 BOTTOM 6 t1�" - - i - 7�TOP 4- - .. i _ 4' - - I - 1 i - { 7 OP 5• 6 1/2"I - - - 7{BOTTOM) 4' I _ _ _ 4• _ - _ g• - _ _ 7(80770M) _ _ _ 6• ! _ 12' i 12' 12" 6' -8(TOP/BOTTOM) _ _ _ _ 6• _ 12' 12' 12' I 6` - (/OP/6DTTOMJ FACTOR + ONLY TAPCON ANCHORS OR ALL POINT SOUR-SEr ALLOWED FOR MOUNRNG SEC17ON 9. ACTUAL E D. +t ANCH ORS SPACING ONLY APPLICABLE TO ZAMAC NUUN ANCHORS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone MAC 7AMNUN • SEE SHEET 7&a FOR ANCHORS TYPE&SPACING FOR INSTALLAnONS IN70 WOOD FRAME oz017 mTEco,INC, 0.050" BERTHA ALUMINUM STORM PANEL L.C. 0L TAPCON /OTM49r cAU(-w so0o-SU CF TAP-cls BUILDINGS. - ANEUMa'S +• "UIUUM ANCHOR SPACINGS ARE VAUD FOR J 112 EDGE DJSTANCE. ('x3.25" DEEP) &U*W W. J' - .86 .75 .78 1.00 MULTIPLYING SPACINGS SHO21.REDUCE ANCHOR SPACING By 7126/t7 WN ON SCHEDULE BY 7HE FOLLOWING x�� 2 1/2• - .71 .50 ^ .80 FACTORS (A6h.E.D.FOR TALK-IN ANCHORS&ELCO EASTERN METAL SUPPLY, INCiNC a,tc PANE1Mg1E!S 2 112.AND J 112`FOR SOW-SET ANCHORS). I /Nc. 4268 WEST RMS DRAB FOR THIS OPERATION TO BE MADE REDUCED SPACINGS RESULTING FROM APPLYING ABOVE TILLIT TESRNa&ENGR4EERIfia cOMPANr WEST PALM BGOi,R.lJ1)8 17-096 2' - .50 - - - FACTORS SHALL NOT RESULT ON SPAGNGS LESS THAN 3'FOR ALL ANCHORS 0CEPT "`x.r,xn.1r.r.aoz rmvn 6vae0a n.urea PHONE(361)209-8261,FAX.•(561)841-0716 Pna+.:(aaaM+r-aau.rv:(.fuialr-tur aua rs nx:a ~J4 No +<.5`FOR REO XO OYNABDLT ANCHORS). E8-[006719 r 112' .35 - - - - WALTER A RLLIT Jr.P.£. r dD'a'a• �' a SHEET 7 Or 14 nORATA LTn a1B7