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HomeMy WebLinkAboutProduct Approval (2) "da-C-�- z!Melo Id eCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications F8C Staff SCIS Site Map ; Links Search i 3usines ()rofessi � Product Approval !€^�"� q¢11 a USER:Public User cKftw� Product Approval Menu>Product or Application Search>Apylimftn List>Application Detail El FL# FL11968-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 Irodriguez@easternmetal.com Authorized Signature Bill Feeley lrodriguez@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 12/31/2017 Validated By Frank L.Bennardo,P.E. [- Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R3 COI 2251noanelsCLodf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Surnimary 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 15-042 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 042.Ddf 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 R3 AE EASTERN METAL SUPPLY 8A,9 and 11.See sheet 10 of installation drawing number INC P.E.R. DRWG.15-042,Ddf r other spans and pressures. Created by Independent Third Party:Yes 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 15-044 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC. DR G.15- Approved for use outside HVHZ:Yes 044,pd 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 R3 AE EASTERN METAL SUPPLY P.E.R. DRWG. header.See sheet 5 of installation drawing for other spans 15-044.odf and pressures. Created by Independent Third Party:Yes 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 15-043 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC DRWG 15 Approved for use outside HVHZ:Yes 043.13dP 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 9'-8"for+30,-40 p.s.f. Evaluation Reports and T-2"for+70,-80 p.s.f.for panels mounted without"H" FL11968 R3 AE EASTERN METAL SUPPLY header.See sheet 4 of installation drawing number 08-142 INC PER DRWG 15-043.odf for other spans and pressures. 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 15-046 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 046.DdP 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.See FL11968 R3 AE EASTERN METAL SUPPLY sheet 3 of installation drawings for other spans and INC PER DRWG.15-046.1)df pressures. I Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monme Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyrinht 2007-2013 State of Florida.::Privacy 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 emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: GENERAL NOTES: NOTES I.STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(REB)HAS BEEN VERIFIED FOR COMPUANCE IN ACCORDANCE WITH 774E 2014(5th EDITION)OF THE FLOR164 BUILDING CODE.THIS STORM PANEL SHALL BE BE INSTALLED AT HIGH VELOCITY B.7)UNIT SH EMBEDMENT OF 318-, QCO PAC NAI I1ti AND CF TAP-GRIP ANCHORS EDLIVICONCRETE BLOCK HURRIDINE ZONES(MIAMI-RADE/BROWARD COUNRES). UNI SHALL BE 1 1/4 1 J/8'FOR ZAMAC NA/UN ANCHORS AND 11/8'FOR RED HEAD DYNABOLT SLEEVE ANCHORS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SEC770N 1609 OF THE ABOVE MENTTONED CODE. 8.2)7/8'C4LK-1N ANCHORS SHALL BE ENTIRELY EX48EDDED INTO THE CONCRETE BLOCK UNI.NO EMBEDMENT INTO STUCCO FOR A WIND SPEED AS REQUIRED BY THE JURISOIC71ON WHERE THESE SHUTTERS WILL BE INSTALLED AND SHALL BE PERMITTED. 1/4'0-20 SCREWS USED&H41 L BE 1 1/2'LONG MINIMUM SHOULD STUCCO DaST AND 1' FOR A DIRECTIONALHY FAC70R Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FBC AND SHALL MINIMUM FOR WALLS WITH NO STUCCO. NOT EXCEED THE MAXIMUM(ASO.)DESIGN PRESSURE RA77NGS INDICATED ON SHEETS 5 THRU 9. IN ORDER TO VERIFY THE ABOVE CONDITION, ULDAWTE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.J)MINIMUM EMBEDMENT OF 114-0 x J/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'!MD TNF CONCRETE BLOCK.NO SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO EMBEDMENT INTO STUCCO SWILL HE PERMITTED. 1/4'0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2'LONG TO COMPARE THESE W/ALAR. (ASD)DESIGN PRESSURE RATINGS INDIC47ED ON SHEE7S 5 THRU 9. A41NIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER 70 VERIFY THAT COMPONENTS AND ANCHORS ON THIS PED.AS TESTED WERE NOT OVER STRESSED,A 33R INCREASE B.4)IN C45E THAT PRECAST STONE OR PRECAST CONCREIE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEH/N0 SUCH PANELS ANCHORAGE SHALL 8E AS INDICATED ON NOTES IN 1N ALLOWABLE STRESS FOR WIND LOADS WAS MPT USED IN THEIR ANALYSIS A DURANON FACTOR CD-1.60 WAS USED FOR B.1)AND B.2)ABOVE. VERIFICATION OF FASTENERS IN/N WOOD- STORM PANEL'S ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECT70H 1609.1.2 OF (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMEND477ONS AND SPEC117C4110NS OF INE ANCHORS THE ABOVE MENTIONED CODE AS PER AR REPORTS f 0121.01-98R,f 0329.01-00,1 0525.01-00 AND fO5I201-OJ AND MANUFACTURER. 10617.02-04,AS PER SS71) /2-99 STANDARD,AND 10221.01-01 PER TAS 201, 202&203. 7.PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETALS SHOWN ON SECTIONS 1 THRU 8(SHEET 3&4 OF 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-HJ2 OR J004-HJ4 ALLOY., 9)EXCEPT THAT HEADERS 3, 4&5 SHALL NOT BE USED. J.ALL ALUMINUM EXTRUSIONS 5 BE ALUMINUM ASS NTION 606J-T6 ALLOY&TEMPER UNLESS 07HERWISE NOTED. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRAC70R TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE STORM PANEL COMPONENTS 4)STUDDED PLATE AND Qg SNAP GIP ARE PATENT PENDING. ATTACHED 70 INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE:BLOCK OR WOOD FRAME BUILDINGS. 4,ALL SCREWS TO BE STAINLESS STEEL J04 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN g TUE INSTAUATION CONTRACTOR 1S 70 SEA/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE 500/8 W/50 ksi YIELD STRENCTIT AND 90 ksi TENS/LE STRENGTH&SHALL COMPLY W/FLORIN BUILDING CODE SECTION 2411.3.3.4. BUILDING 70 PREVENT WIND/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR ASI J04 SERIES STAINLESS SIEEU WITH 35 ksf MINIMUM.YIELD STRENGTH 10. (o) THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIRC PROJECT,-i.e. WHERE THE S17E CONDITIONS DEV147E FROM THE P.E.D. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OMERMSE NOTED) (a)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, (A)TO EXISTING POURED CONCRETE:- BASED ON THIS P.ED. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE commoNS DETAILED ON THIS DOCUMENT. CONSTRUCPON SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILOEX - 1/4'0 CF TAP-GRIP ANCHORS(BER7HA STUD-CON),AS MANUFACTURED BY 7RU-F4ST CORPORATION. (e)771/S P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS - 1/4'0 ZUTAC 1"LIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. - 1/4'0 x 7/8'CALK-1N ANCHORS OR QCO male&female 7AN£LMA7E'AS MANUFACTURED (d)S17E SPECIFIC PROJECTS SMU BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE BY POWER FASTENERS,INC AND ELCO CONSMUC770M PRODUCTS,RESPECTIVELY ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. 1/4'0 x 3/4'ALL POINTS SOUO�SL7 ANCHORS AS O15TI71BU7ED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER, SHALL SUBMIT TO THIS LATTER THE SIE SPECIFIC DRAWINGS FOR REVIEW. NOTES (e) THIS P.E.O.SHAD.BEAR THE DATE AND ORIGINAL SEAL ANO SIGNATURE OF 7HE PROFESSIONAL ENGINEER OF RECORD THAT -A 1)MINIMUM EMBEDMENT INM POURED CONCRETE OF TAPCON ANCHORS IS 1 J14-, FOR 2AM4C NAIUN ANCHORS IS 1 3/8-. PREPARED I FOR ELCO PANELMATE ANCHORS IS 1 3/4'AND FOR CF TAP-GRIP ANCHORS IS 1 1/4" 11.SHUTTER MANUFACTURER'S LABEL.SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH A2) 7/8'CALX-IN ANCHORS SHALL BE ENBRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. SHALL BE PERMITTED. 1/40-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST AND 1' LIBELING TO COMPLY WITH SECTION 1710.8.2 OF THE F20R/114 BUILDING CODE. MINIMUM FOR WALLS WITH NO STUCCO- A.3)MINIMUM EMBEDMENT OF 11410 x J/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE. NO EMBEDMENT INTO SIUCCO SHAU-BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS W17H NO STUCCO, A4)IN CASE THAT PRECAST STONE;PREGLST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDIC4TED ON NOTES At)&A2)ABOVE THIS DRAWING SHALL ONLY BE USED TO RIDA (B)7O L7iISBNG CONCRETE BLOCK WALL OBTAIN PERMITS IN THE STATE OF FLO 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BU/LDEX. 1/4'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION. \\e�' i �lt�{f/F1iIY7 1/40 ZUMC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. 1/4'0 x 7/8'CALK-IN ANCHORS OR ELCO mala&female 'PANELAIME'AS MANUFACTURED `` P BY POWER FASTENERS, INC.AND ELCO CONSMUC77ON PRODUCTS, RESPECTIVELY. �; ��-EN SF'•,9��j,7i✓✓'y - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY.:- FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) - 1/4'0 RED HEAD DYNABOLT SLEEVE ANCHORS AS MANUFACTURED BY I.T.W.BU/LDEX No.44167 02015 m7Em,Or- 0.050"BERTHA ALUMINUM STORM PANEL FaL (2.25'DEEP) DR4WN BY., 6 03/24/1s EASTERN METAL SUPPLY, INC LNC .w 1 L E C®i w�. 4266 WEST ROADS DRIVE 77[1TESTING d ENGINEERING COMPANY WEST PALM DE1GI,FL U407 ? f 5-1744 ✓f �j L `• PHONE(561)109-1120.7.FAY:(561)647-1716 7l I1 �, Rvr:(.IDI EUIIID./L,:I-��71-131: rmrsnev urt oovlm uK f/PAWIlM,No 71jFI �``\\ f1711i11if111« EU-071LUT Jr. WALTER A 71LLI fP.!•^ ct0 1I-m A m SNUT 1 OF 14 FLORLQA Tic 14167 )4.815' 7AL W107N) fl815' AL N1DAQ o 2470' (TO (NT 2470' „ •x�" 2470' �"�I R250• -n.aDD (F7TECThE wDN) I rs.000'(EFFECT YE worN)-j rzs I I 1.500' 1.500" 1.300' /,300• 1.500• R725 } 4.500• 1.500' 4.500' JS .R 115' 8250' T AS AI7<WR£D}yJ I ,1 AS AlMilfM£m4) s . R. `y d Qg m po yR 125'1� J� 2.2R.2.591'FUL ALUM/NUM PANEL Wf HEMMED EDGES HALF ALUMINUM PAMEL W/HEMMED EDGES2so- ^�R. 5 'U'HEADER sDY£:J/0"•/• /3.119'(70TK WNRr) 9.119'(7VfAL.11.) 3 e HEADER �4 3'Max. U'BUILD OUT I-- /2000-(ErmcmE WDIN) -- f---6.00D'(EFSEvIrw wmnf)-1 sac:ve•-r sUt£:Jho•_r .190' b 1.500' 1.500• 1.500• 1.300' 1.500' .214" h 1.500' 4.SP7' 4.500- 1- g As.rFUAur(Tm) I 1z As AFRIfARE l6PJ I I $ .186' - i5 jT ry a n ry i; } 4•.•��' .J7t ry ti•3 RT�IJ• o •150' I- M1 ' m� � 1.930' 1.115' �D a9D' © REVERSED 'F'ANGLE 093' O FULL ALUNINUM PANEL WHO HEMMED HALF ALUMINUM PANEL W/Q HEMMED EDGES 384' TRACK STOAN PANEL LOOO* r.� © O7 3 8'B. O. 709 314'� O. •J74 (V ' scrr:1/4'_1• © 3'ANGLE BUILD OUT F' TRACK F' TRACK �'�"• I-.094' BRACKET swr:J�6'_r• wIE:L6'-1' scar:.Ve•-r � .Iso• w••s a snm Qw 6r© eats-o rzs' KTFlBNTE ^+ rr Amor c L d rS •d .y`T 4m .093• KiERN47E n • ' I P125' OG/0.Vl 142.000" • LEG CA . sg $ Ta � I � ��- � `�• 9Q F' 7R4CK ANGLE 3ESV.1 .083' I -I. - L -. SGY£:J/6•-,- N` 0 J04 SERIES .0950'QP.060' •�' 1 S SND RME7ED TO {{ hh D9T Rd d 11 1' x 5'(Max.) x .125`ANGLE AN 0 SPACINGS 17 Z'x5'(MAX)x1/B' DETAIL 1: sND W/wE Casr DNc '0£ m ma rs© scvr:y6_1 SHOWN a'sECtrorS NKXQ PLAYED WAG NUT ANGLE WRH STUD OPTION 1 OPTION 2 y� 12 KEY HOLE AT PANEL urr I 750 .229• 1/4.0 304 AJN' I 8� .27' IFSRAVED S SER 062' TD PLATE SEE I 093' 2 T-- 0 12'6.a F _ r` 0EM �. `S .666- 730 •��a (J)5/8-0 HOLES nd 2W0' 097 FLIP UNE h 2760-B1J" 1.613• ��o'm .o9s• 9Jr � 10 STUDDED ANGLE RIMY" 61M7-19 AYn AODM .471 709 1.=' m h © KEY HOLE WASHER 1209 ROUND HOLE AT PANEL 'J n r 379 (OPTION TO 12) (T)8/16'F LNE' \ . 589 62• scr£:J/b•_1' AT 80n0N WE ^y FOR 7/Z%20r i' SS I(4G6NE - ©STUDDED PUTS y\ p1LTt I• A SCREW TA0..W [LBJ-16 AICD( \°°` �:Q`-.•"• ��/ , FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) TL +CfruCs �' 02015 M700.AV. 0.050"BERTHA ALUMINUM STORM PANEL raT J/Is �G 1 12 _ NO 4� F :� (2.25'DEEP) DRAWW124 184, _� : 14 - aJ/zs/s r/► EASTERN METAL SUPPLY, INC GCE ` ' 1 ECO NG. 4268 M7 MWS OMW ::O16- aur J/rY.r• ')• q P "�;� .T..L. T T571seG smY ENGINEERING C1IaN�EwEcNvCuE>C4 nIPeNlsYe WEST PALM EFAai.FL 33407 J46 x714'LONWALPU £ PHONE:(361)209-8263,rAK(-0- 1-1716 15-044 amu:rmfJn-tan. .r M7,-1m, DR1xvHG Nn E8-0006719 � WALTER A. RE U1'J.P.E SNEE7!A of 14 L'e. 44167 anal:+• TOP TRACK (SEE COMPONENTS• SHEET 1A OF 9) {. CONCRETE ANCHORS (SEE SCHEDULE) 173 Min. 1•Min. o 0 0 0 0 0 rr- - --'r-r- - -^-r--r- - ---rr- - ---r-r-rr--r-r- - ---r-r-r7---r-r-T'�--r-r-r-r--r-r-r----'r-r-r� I I I I 1 1 1 I 1 1 I I I 1 I I I I I I I I I I 1 1 I 1 I I I I I I I t 1 I I 1 1 O h W h O W J TYP O W fl H t ' W A A 4 11 J CONCRETE ANCHORS (SEE SCHEDULE) MGx. Max. 1 Min. 1 Min. BOTTOM TRACK STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS, SHEET 1A) �1/4"Max. GAP 1 1/4"Max. GAP ---�` FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) mrEo TNG 0.050"BER7N4 ALUMINUMSTORM PANEL FRL flo.44167 (2.25"DEEP) otuvN BY. 05/14/18 sb EASTERN METAL SUPPLY, INC a,. SECTION A—A _ 1 L E C O 4188 WEST R040S BRNE F _ WEST PAW BE40i TL IW7 •Q,•: TIL IT TESnNG R ENGINEERING COMPANY pll(WE(5617109�16T.FAY.(8G7 f 1716 15-044 SCALE: 1/8'_ !' J A' 'f�•T GUS NK JBM sx..m+scan+ceavos n.vlec 1�- /?'� P .:'\v\,yS n...•:(.ns"797�'wosil9 T�oshn-Ivf mvmrul urt .ar.r oRAIxNO A � IU Lem f4T6i M,I-aY S EET 1 oT u yy POURED CONCRETE Y II POURED CONCRETEOR OR CONCRETE BLOCK WALL CONCRETE BLOCK WALL Y M/o J. i REOURID IRED7 B POURED CONCRETE OR 2'x 3'x.093'3105 H-14 OR r I CONCRETE BLOCK 80TH-T8 ALLOY 12 Alum.ANGLE CONCRETE OR � � WALL REQUIRED WITH ANCHORS O 1T'0.C. CWALL O/RED II CONCRETEANCHORS 2500'Min. A g �I'A&. \yC II O 122'0..G Aro a 114 CAP S 1'Mh. g CONCRETE L II O VARIES J' Nax. REQUIRED ALWAYS ——— 0� OR O f.000' . \ OR©OR®ORO ALTERNATE l£C LOCATION2'x 4'x.125' 2 Mox \ TO 2'x 5'x x..0OSS' JI0.5-1174 OR 6067-78/PLOY ' \ II OR Con4 Num.ANGLE OR cant.Num.ANGLE — _ ___ _y� OR.OBD'310.5-H154 --————— SHEETMETA.Num. 114'a BOLT 4'x 4'x.072' BENT PLATE O 24 0.C. 1/05-1114 OR 806J-T6 ALLOY WIMCKNUT C_L Num.ANGLE CASE A (Plan) CASE B Plan) CASE C Plan) Ste• 1/4'= 1' (' CASED (Plan) SCALE. 114'm 1` SC.4L& 1/4`= 7' END CLOSURES DETAILS SCALE' 1/4"_ '" MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" ORCONCRETERED EW I (Ops 0' SCHEDULE FOR A GIVEN PANEL SYSTEM REQUIRED 1K WALL RED (OPEN POSTON+) POURED CONCRETE 1.50 x CAP OR CONCRETE BLOCK (REQ'D) TAPCON ANCHORS OR WALL REQUIRED ALL POINT SOLID-SET MAXIMUM H—PANEL LENGTH (SEE SCHEDULE FOR SPACING) I RQWN NON S.D.DESIGN L(R.) PRESSURE RADNG I HURRICANE CONDMONS. (P- 0 1/OUNRNQ.W/ MOUNBNG W/ WALL I UN1/A�W/ 4 W o 7r'HEADER 3� Tr'NEACER 3Q COMPONE T'CJ&© COM. W 1'N/NlMLN! +30.0, -35.0 12'-11" 12'-11' f2'-17' 11'MrwNUM4 TO GL45S Ir -I SEPAM77ON t� W718'+35.0, -40.0 12•-0` 12'-0` 12'-O` TO MAss x J132' NUT 0D+40.0, -45.0 11'-2' N-211No '-2 d CIZ IPOURED CASE E (Plan) NCRETE +45.0, -50.0 10'-7' 70'-4.' l0'-7' C�L7NBLOCK WALMALE. 114'- 1'+50.0, -55.0 10'-0' 9'-4' 10'-0u' RVOW�POURED CONCRETE I (OPEN POSMN+) 9'-7' 8'-6' 9'-7' OR CONCRETE&A WALL REQUITYP. TOP/BOTTOM +60.0, -65.0 9'-2" 7'-9' 9'-2` TSN Al:te: ./ CONT. ALL PONT SOLID- I (OPEN POSITION+) (SEE sG/EOULE fNC) ,L��(sll7HutN +65.0, -70.0 e'-s' 7=2' B'-9' WALL MOUNTING INST, ll�l/T '' +70.0, -75.0 8'-6' 6'-8' 6'-6' ..:;9 % FLORIDA BUILDING CODE (Non High Velocity HuYFicone Zone) SECTION 5L-°P�.• �t�SF �a•. � � ozols RLTEDO,NO 0.050'BERTILQ ALUMINUM STORM PANEL P.R.L. +75.0, -80.0 8'-2' 6'-3' 8'-2' SCALE: J/8' (2.25" DEEP) DRAWN m: �Q.�� r ••: R31241f5 NOTE:MINIMUM PANEL LENGTH IS J'-0- ° r EASTERN METAL SUPPLY, INC L a S 1 L ECO 11a C. 4268 WEST ROARS A71VE T TESTRG S ENGINEERING COMPANY WEST PAW BFiI(2T,K.5M)8 nLL .e'�' .q,� �''•\,\� sss N.w.xm. s.sn twa4�4.rmovc n urea A40NE(561)109-8167,FAIL:(561)841-1776 15-044 V •'•\�` rnm.r(m9 -rw.r (mblr-rur �n tameRor pu[ ORAWRG A0 e.1•.,(�`1 < \\\ EB-0006719 aL(}l�l WALTER A 77LUT Jr.P.E rtn 1J'� 9TECT 5 OF 14 7... 4 ELORlDA Ge. 44167 eom" _ uW TUBE W/1/<'0 1/F I LAG SCREWS O 6- LAO SCREWS O 6'O.C. 11410 uc SCREW a D• w/: t/z'Ana, INREADED r/a v uc scREws o rl+'r uc scaEWs o 1/1'Mn. 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