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HomeMy WebLinkAboutProducut Approval 1 &, CjtL 'ft� xM SCIS Home i Log In User Registration Hot Topics i Submit Surcharge Stats&Facts Publtcations FSC Staff SCIS Site Map Links i Search i Florida h product Approval USER:Pu611c User' dl '&1a, ... 6'ir.CiP�B.:,,Y: . Product Approval Menu>Product or Application Search>AppEication List>Application Detail FL# FL11964-114 �� <^ Application Type Revision t:< Code Version 2017 Application Status Approved ` Comments r Archived rx Eastern Metal Product Manufacturer Supply »� ' f Address/Phone/Email 4268 Westroads Drive � �� ;> West Palm Beach,FL 33407 c -N {800}432-2204 .t Irodriguez@easternmetai.com fr � � Authorized Signature Bill Feeley x Irodriguez@eastemmetal.com ` d Technical Representative ~ - Address/Phone/Email S x ` w Quality Assurance Representative Address/Phone/Ercall Category Shutters "� , Subcategory Storm Panels u �= Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida M Professional Engineer - 1511 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.TiU3t,Jr ? �� t the Evaluation Report i h Y 3 Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute f Quality Assurance Contract Expiration Date 12/31/2018 t4 Validated By John Henry Kampmann Jr. Validation Checklist Hardcopy Received ENV Certificate of Independence FL11964 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-097 CERTIFICATION OF INDEPENDENCE,PDF FL11964 R4 COI EASTERN METAL SUPPLY,INC DRAWING 17-089 }� irra CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ` ASTM E1886 2002 r ASTM E1886 2005 M ASTM E1996 2005 ASTM E1996 2002 3, ASTM E330 2002 v Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Sutnrna:`_of,Pri3ducts. FL# Model,Number or Name Description 11964.1 0.050"Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks Panel(2 Inch)-Drawing number 17- to provide hurricane protection. 097 Limits of Use Installation Instructions Approved for use in HVHZ: No FL31964 R4 II EASTERN METAL SUPPLY, INC. DRAWING Approved for use outside HVHZ:Yes 17-097 0.050 BERTHA ALUMINUM STORM 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 13'-0"for+30,-30 p.s.f. Evaluation Reports i ASD and - 4 0 for+90,-130p.s.f.ASD for retainedpanels. _FL11464 R4 AE EASTERN METAL SUPP INC. DRAWING See sheet 2 of installation drawing for other spans and 17-097 PRODUCT EVALUATION REPORT PDF pressures. Created by Independent Third Party:Yes 11964,2 24 Gage.Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel(2 'i Inch)-Drawin number 17- provide hurricane protection. 089 " s Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY, INC DRAWING 17- Approved for use outside HVHZ:Yes 089 24 GAGE GALVANIZED BERTHA STEEL STORM 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 9'-10"for+32.6,-32.6 Evaluation Reports p.s.f.ASD and 2'-8"for+58.0,-58.0 p.s.f.ASD See sheet 2 of FL11964 R4 AE EASTERN METAL SUPPLYINC DRAWING 17- installation drawings for other spans and pressures. 089 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party:Yes h5" 3' Contact Us::7601 Blair Stone Road.Tallahassee 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer g2 y fight 007;2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement y} Under Florida taw,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 a ' one.The emallsarovided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal rss. p P � 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- Credit Card x s Safe _ x r� GENERAL NOTES: 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCE WITH THE 2017 (6th EDITION)OF THE FLORIDA BUILDING CODE.THIS STORM PANEL SHALL=BE INSTALLED AT ) HIGH VELOCITY HURRICANE ZONES (MIAMI-OADE/BROWARD COUNTIES). B.1 MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G. TAPCONS. ELCO PANELMA7E,ELCO WAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, B.2) -3/4"4 SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECTIONALITY FACTOR KO-0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL 1/4"0-2D 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 SHEETS 2, 7, 9 THRU 17, WITH NO STUCCO, 6.3)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 WAND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ENOUGH TO REACH THE MAIN 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) & B.2)ABOVE. IN ORDER TO VERIFY THAT COMPONENTS A14D ANCHORS ON THIS P.E.D.AS TESTED}PERE NOT OVER STRESSED,A 33% (C) TO EXISTING WOOD FRAME BUILDINGS, SEE SPECIFICATIONS ON SHEETS 12, 13. 14 & 15.ANCHORAGE SHALL BE INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NM USED IN THEIR ANALYSIS.A DURATION FACTOR CO-1.60 WAS PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER, STUCCO OR ANY OTHER FINISH. USED FOR VERIFICATION OF FASTENERS IN WOOD. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION (D) ANCHORS SHALL BE 114STALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS#0321.41-05,#0812.01-05 AND# MANUFACTURER.R. 0119.01-06,PER ASTM E 1806-02, E 1996-02 AND ASTM E-330 STANDARDS, QUALIFIED FOR WIND ZONES 1, 2 AND 3: MISSILE TYPE D (BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 6.2.1.1 AND 6.2.1.2 OF ASTM E 2996-02. 7,PANELS LAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2. 1 3A&4 SHALL NOT BE USED. 2.ALL ALUM114UIA SHEET METAL PANELS SHALL 14AVE 5052-H32 OR 3004-H34 ALLOY. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3.ALL ALUMINUM EXTRUSIONS S,/„1ALL BE ALUMINUM ASSIATION 6063-TG ALLOY& TEMPER UNLESS OTHERWISE NOTED, TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE,BLOCK OR STORM PANEL COMPONENTS Q„4)STUDDED PLATE AND 5 SNAP CAP ARE PATENT PENDING. WOOD FRAME BUILDINGS. 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 REMAIN IN CONTINUOUS DIN 50018 Y1/50 ks!YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411,3.3.4. LENGTH. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL. WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES 1407 PRONOE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE A.E.D. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO 13E RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFELY OF THIS -1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. 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"4 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4"4 X 3/4"SOLID SET ANCHORS, AS DISTRIBUTED BY 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 A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.C. 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 WAS IS 2. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.O.ENGINEER, SHALL SUBMIT TO THIS LATTER A2)3/4"4 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO SHALL BE PERMITTED. -1WA4-0 LL5 20WITSCREWS STUCUSED CO. SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND I"MINIMUM FOR (e)'Tj}ISHPREPARED SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD A3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.OR PAVERS BE FOUND ON THE EXISTING WALL OR 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY SHALL BE AS INDICATED ON NOTES A1) &A2)ABOVE. OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. (B) TO EXISTING CONCRETE BLOCK WALL: -1/4"4 TAPCON ANCHORS AS MANUFACTURED BY LT.W./BUILDEX. -1/4"4 S.G.TAPCCNS AS MANUFACTURED BY ITV!/BUILDEX. -1/4"4 PANEL MATES ANCHORS MALE OR WAS AS hIANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (f`1 /� r THIS DRAWING SHALL ONLY BE USED TO -1/4"4 x 3/4"SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. t1 �GT`F•y' ,1�,/��; OBTAIN PERMITS IN THE STATE OF FLORIDA ?tT 1 / FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 020771RTECQ uc. 0.050" BERTHA ALUMINUM STORM PANEL Lc 2.00w DEEP)) na:A1Ne 7n EASTERN METAL SUPPLY, INCNC °fd2/I` Y . '�'"' �IA 42YEStRGFO54E TILUT TSING&ENGINEERING COMPANY NEST PAUf 6£4CX,FL 3307 PXONL(56IJ7d9-e20L AM (551, 11 �-09,Aa-Q . 4 a , Fw t ppNelf-15at t4L XF [6ttsikM M.we tmrrot DPAnT A'G i.'a E9-0006719 VIALTER A RPXLUT JF..PCM0 ISNW Il"4t a SHEET t Cr 17 FLORIDA Ue.44167 i " it -14.101-(TOTAL WIDTH) 8.151-(TOTAL IwDIH) . 12.000*(EFFE)C71W WIDTH) 6000YEFFECTIVE From) t.070** 1.170' 1 1.070" 1 -4.6 1 170" MAXTAaW A.S.D. DESIGN PRESSURETIN' 110I&S I 1"SCHEDULE .0MW-P�0 -ffQ MAM-W PANEL LENGTH IN 0.250 N c' 2.020- 2.020" • PANELSRETAINEDAT BOTH PANELS RETAbM AT LEAST 2,020" ENW WITH MCKS N ONE OF FULL PANEL WZ HEMMED EDGES HALF PANEL W,/ HEMMED EDGES ssess@@@ _wmm72MRmENDS OR DMECT MOUNTED 2D-@-ORQ) AM-ximum ACY/Alum 1.375-(TOTAL IWDIH) -8.425"(TOTAL WIDTH)- ASD.DESIGN Af..PANEL LDIGTH ASIX DESIGN Ala.PANEL LENGTH PRESSURE A471v0 L(N.) PRESSLITE,RARNG L(ft) -12.000 (EFFECTIVE WIDTH)- 6.000-(EFFEC17VE,;WrH) 1.070" 1.070"-i r 1.070"1. --yAs 1 170" C +30.0, -jGO 13=01 +30-0. -JO'O Ij*-0' APPLICNELE'9�� 2, d. 1-1 (ryp.) I aw'� - Ir"') +35.0. -35.0 +35.01 -35.0 72'-0' 140.0' -40.0 12'-4' Y 40.0, -40.0 Z020- 2.020" 2.020" -7 +4aO, -45.0 12'-0^ 445.0, -45.0 OPTIONAL FULL PANEL WHO HEMMED EDGES OPTIONAL HALF PANEL W/O HEMMED EDGES +5m0' -50,0 1r'-p' +50-01 -50.0 g*-o' (2) STORM PA +5--'0' -55.0 - 10'-01 +55.0, -55.0 8'-2' SCALE 1' +60.0. -60.0 9-4" +60.0, -60.0 7-6' +70.0, -70.0 8'-01 +700. -70.0 6,-5, CONCRETE ANCHORS(SEE SCHEDUb5) *80.0, -60.0 7'-o' +80.0, -80.0 5'-8' 4190.01 -9010 6,-J, +gaa -go.o 5*-0" +90-0. -100.0 5'-7" +90.0, -100.0 5'-0' IT F-I 7 Ti 71-1 Fl T-1 T 1 Fn I +90.01 -110.0 .5'-l" 90-. 0 ' -"00 5'-0' -f90.Q, -1200 4'-8" TTI 1+90.0. -130.01 4'-0* '90 .0 . _"Do 4'-4 112- Bm. ALU:A.S.D. DEVON PRESSURE RATING&IMM7.414f PANEL LENO FOR INTERNALLY REMOVABLE PANELS As PER MOUNTING INSTALIA17DNS ON SHElr 7 OF 17 IS +50.0, -60.0 P.s-f. IV 88-MAX. PANEL LENGTH MAX. PANEL LAG DESIGN PRESSURE RATING&AMMUM S,�.O H Ton I FOR 41OUNTING AS PER 0ALTER&AME 71 AND 14 ON SRr4T 14A AND 5 17,RESPI CnITLY,ARE 0 P...f.FOR 78 mox.PANEL L T SCHEDULE) AND 5aO, -50.0 P.G.f. FOR UP To I08fVl0ATl"h CONCRETE ANCHORS(SEE it Vp I Ali. STORM PA I Afb, TYPICAL ELEVATION s FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No,44167 020t7 7XIECO,MG. 0.050" BERTHA ALUMINUM STORM PANEL 114*Alas. CAP 114'U... (2.00- DEEP} DRAW 6Y.• EASTERN METAL SUPPLY, INC 1 7 42Ge KEST ROADS ORMC TiLUT TESTING&ENGINEERING COMPANY PAW EfACK.Fl.35407 . ..... '_'716 17-097 -1.1.$1 "RI PHONE'(56'1)209-826Z rAY-(561)84 SECTION A-A SO, ?A)-- Al, K S. WALTER A.TLUI J,.P.E. FLORIDA SHEET 2 Of 17 114-0-20 5,S.AMCXlr am Dp.x aoso R. T_ 804r w/Nr&WASHER T C. 1.110— a 9 w-1 F_ 6 F" Ise L lip .090'. -10 LI-2jUS, F __4 _S_ L.2'1�1'��1\ L 2 --'F- TRA (9) -211-HEAM (g) 3' MAY. ANGLE BUILD OUT j9RAC J/w sme.Jw-1' (2) J" A&K. "U,BUILD 0 (�A) OPTIONAL 3- AfRx. -U- BUILD QUE HV tm N'ANOC V4,0-20 S.S.STUD F/ -7 RN-.11D TO AWIZ m—w- 7 0 SFAOQ\VS SHOWN \T- Im 104,17av r SEE IMARIOWN E 17�t 1 A. -i 14 (2) REM= -"F-ANGLE TRA 'F'.TRACK ANOL (2) SMOID ANGL S�I:.jy�' I rAr:3/8' 1, �-u N�AUGr /�D f4 SEWES S. /.-?T"so To -rF_�C C 711 666' /'PIAIE af 11 12'Or -a650' -o" \-A760' .6 PP. La�,ar(D d A71, LARGE aY HOLE (affm 1) SMALL KEY HOLE 770,N 4 M626 ffo HOLE AT PA .379 KEY HOLE AT PA @ KEY HQUE WA 0,44167 1j=__ ,134, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SNAP CA 8.0. ANOL I -.0 f 75 02017 77.17rco.INC. 0.050" BERTHA ALUMINUM STORM PANEL OVLM (2.00" DEEP) IVY ar DEWL 1: STUD IV IWNG NUT 7125117 11LIEC 0 EAS ERN METAL SUPPLY, INC 4265 WEST FOADS DRNC COMPONENTS TILLIT TESTING ENGINEERING COMPANY NfsrpAuf SSACH,FL J3407 w_._3'al (SSf)20;-8263.TAX-(5S1)841_j7j6 17-097 3 OF IT .\ 7/8'x J/32' SOLID SET OR FLCO mNa PANEWATE OR SG, TAPCONS f WING NUT O EVEAY STUD CONCRETE ANCHORS E.D. O((�2 OR® IV114 0-20 SIDEWALK BOLT OR O G 12'O. C. CONCRETE ANGHORS \ AT PAJJELMATES (SEE SCHEDULE) -,\ \ Cc,SCNEDUL£j E D OR r2 M1i•/fJ iY/1/40-20 7RUSSNFAD 80LT t+ ,\ OR S.C. TAPCONS 3 Conl. 1'MTn. (SEECONSCHRorEDULE) UL) C.D. \ (SEE SCHEOULE FOR SPACING) TYR-i 1 ii \ -'� \T t , POURED CONCRETE �^• REOU POURED OONCRETE F0. RE0'VREO--`h 1'i:�. i 1•-M1{�`\ \` POURED 4i '" \'. •.`\ ', . \\'•.\\`*I�!'.':\` \ti•.`.. .._,•\ •S ; 0'T"P POURED i POURED '`. CONCRETE d OR CONCRETE W IALT."'AIEI BLOCK WALL I ,LEC LQGAAON t REQutREo•••\ �, 114'OLTS f 0-ZO Bf 7J8 f f I f I t"y I x JJJ2 NTNG NU I I I '0 12"D.C. ' ,� OPTION If CONCRETE ANCHORS ,r� C I t ! x {SEE SCHEDULE) SECTION 5A N , ! t y GOnt. Z I V Y + y I i'Mfi. eS'EPARJ47J2Oa N To GLASS SPARON t 'Ms'inT�iO.fsc£L;P1�A5R�STO GLASS POURED CONCREE I7/B• U/J2' 1/4"0-2Dx 4S0OJw IS g G r2'o.t G77 IT, IiiI' 1 I IY/f1C NUT G { POURED r. I r ! i Cont. i t2'tl.O CONCRETE OR CONCRETE �1 I H I 7 BLOCK GALL W f� /. 1_..I t Gont. R£DUtR£D L 125' •/" , ' 1 / I i I 777777777 1 3' ONGREJE,_j i 1"� OURED CONCRETE 1 I i ��fRy/�. t RDEOtt1RED 7 SECTION 5A Durxfa ,� CONCRETE ATNCHORS E.D. CONCRETE ANCHORS s SOLID SET OR"Co mo/6 PANELLkTE OR S . TAPCONS f {SEE SCNEDULf) �� {SEE'SCHEDULE) E p• 7 G Q OR Q SYJlJ40-20 SN7LR'ALx SOLID / ©OR Q IV/3 iV1140-20 TRUSSHEAD BOLT++ �-- CEILING & FLOOR MOUNT/NG (SEE SCHEDULE FOR SPACING) CEILING & FLOOR MOUNTING DIRECT WAIL MOUNTING INSTALLATION (Q. M.) �I"Min. OON , - INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCALE: 1/2•« I' GLASS TO GLASS 7/B'x J/J'I SCALE: 1/2"= 7' SCALE: 1/2'm I' I I 117NO NU O I I ' EVERYSTUD R O 12'0.C. I Conl. I y` ; 1.125' 7 J77 7!!7 f� 7/ i„t( TiJJ3IJ�is sr 7 1! POURED CONCRETE I / E O• E £SDISIANCE CHEDULE ON 3(1• \Y\ .,••.rn�o LJ.h Y^," j sHEET3 9&TO&T1) yt •• \r�r'i.,57x] "'l•• CON scEIrA&H RS ,./"- f D. ,' ar FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Ltd,07 �' ' C207 nuECD,uc, 0.050" BERTHA ALUMINUM STORM PANEL L.C. NOTE FOR CO.MBTNATION OF SEC17ONS (2.00" DEEP) DRAts7J Br.' RU/LD—OUT & FLOOR MOUNTING WgLL/FLOOR/CEILING AItlUNPNG SECNONS C N BE c:y /�T���� ti Y t t 1, �t 07/26117 COMBAJED IN ANY WAY TO SUIT ANY INSrALLAnON. ~¢ lR+ .7•s"�'•:• 4\t T C q EAS i ERi7 METAL SUPPLY, (ITC OyTG F ,"'sem" ■M L �e V 1 N C. /NSTALLAT/ON — SECT/ON 5 J r�\ ,° 4768 WEST ROADS pRNE t+•Tx.�. t 1� rl TILUT TESTING u ENGINEERING COUPANY WEST PAW BETON,TL JJ4OT 17-037 - IOyICI ��W GLS tl.q.]9N.T1.—]nl NAF J CMSD 9.R]1161 RHONE•(567)109-816) FAX(961)e4r-7776 SCALE. 1/2' ' 13 Y Pvan.;(]9919)7»I9]U.Tv:(9091971-1911 vpvviroy vbn m.q boas»m OlANS4G!Tv FB-0066719 m an r5-ml rrep Cttl.TER A.TILLIT Jv.,p.£. Y 6NCET 5 OF 17 iLORDh IUe.4<767 1 I , T ADJACENT INTERIORLY AafACDVr T14'0 WCONS PANEL f—REMOVARLC PANEL CONCRETE ANCHORS 0 6'O.C.%;/1 012"Min. THREADED • i STORM PANEL 114- CAP AT 6*D.C. EDO-417ON To omno 1swo, 114'Alex CAP HEADER. r POURED CONCRETE OR ,�Di i �22 rQPAZ OTHER A SECTION B-8 Cant. Q11.LF f 112' T" 1 top TRACK A=HEADERI SWSVALK Balm RZOUIRED IYM NUIS AT MTRIAP (D * 8 BOTT m,i 28 8 (BOTT)( A.al114=ZDW S.St SIOLIYALK BOLM HD PANEL i W?/a*x 3132 WING NUTS AT ADVACCUr SIDEWALK.8041S.—I Q: 011MAP 7A-X 1IJ2- PANEL �41M SEPARATION WWII �1, WN9 Niff 4; PANEL NO NUTS;r OVERLAP Tv EVERY STUD 0 12"O. C. GLASS POURED CONCRETE clr- OR CONCRETE 'd BLOCK WALL76 Cs Y. 3/37 I _.mw Nor o EVERY STUD v 12-0.a c� 0�WHO& j 114-0 LICO PAN1516f4TES OR SO. TAFCONS W1 2-taq, SOU0 SET OR S.0 f I Off PANELMAZE-4 ANCHORS —.:'. PEN-motom AT momoriv &6'O.C.AT AwAvwr RE Aso OF PLATED 61 O.C. PAf4qS 0 ADVACENr PANELS (BOTT) I 2,A,128 -90-8 (BOTT) WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION I SEC TM I INTERIORLY-REMOVABLE STORM PANEL INTERIORLY REMOVABLE STORM PANEL SECTION r PARTIAL ELEVATION MAX. A.S.D DESIGM PRESSURE RATMIG = +50.0, —50.0 p.s.f. SCALE 1 3/7'- I' .......... FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone), 0,050"' BERT14A ALUMINUM SMLl- 4.87 PANEL L 140,44167 (2.00- DEEP) aRAwv 6r 07126117 C EASTERN METAL SUPPLY, INC ors Nm Rms mr MUT TWNG 8 ENG1NEEA1HG,CqUPA1jY % (5361fl)07 =PALE,arACH,IL PROND(561)ZOP-82el PA* 941_1716 17-097 WFLCstW ALTER A.I&rr X I 4iff-67P sl= 7 or NASI,NUM :ASD DEW= PRE URE RATING (pss f) AIVD GQBRE'SFQNDING 1tg9XlditJh!ANCHOR SPACING SCHEDULE FOR INSTALf 4TIONS VVTO W06D FRWE BtJILUINCS I .%V rA Z" APPt.CI;L'TO NA 71 V k0a3,FASTUM A A':IC.E 14 tNALndt Iia.W rASTadwS` *ArAWk TO FAESf.'Ipl A!LV:A9 PA,RIJI,w 17vL'tV11E5 j Q NAZV pma Ap.'m"4 r RElASAR 94•'fiAHZ^ ALrE9 r4s/& YAAII/W FN1a AP2153a.4c• AECS.iA4 1k'RI.LL,+i3 A:1DaNfN6'�k IAMwlAI PMAI SGfA0.'a'/ OII Aw colswral LtwIN 1•(a) pAJpAT'(p..%Lf L11YV1ts Sa7A-CO pf "e w1N1-.rI uxcm 1.111) RAR,M^{F.�J.2 sC�AP= � M AtT-v'vmfZtY w1m 1'NI) fiA2YY/P.sAJ fAR'tY19 I1KI'WIL Ims D"R£A P!„IJtlti NAS ;uVw IIA'lLtNN n'AS W Tic•Y +J' 111A NIA I(top) 12' N/A JJ/A I(top) B 1/2- N/A N/A 1(roll) rt- NIA RIA f-(60170.) 12' NIA (11A I(E9r70v) g' N/A NIA r(807JON) It' NIA 10 2(mp) iz- MIA NIA 2{rap} 9' rt/A NIA 2(roll) N1A 1(fA777(1IA) 12- NtA NIA 2(Borr0.0) g• NIA NIA .. (eanw) . g' 111A NIA 3A 60P) 72- NIA 1J/A 3.ro.) 6• M/A NIA .N(roll) 9« NIA 11/A 3(aarou} f2- N/A AIA 3(aarot.1) 9' WA NIA 3 tools") it, IJJ/A NIA 4(tap) 12 NIA NIA .4(tap) g' 11/A N/A 4(fcp) 1r- MIA .VIA a(earme) ;2 NIA N1A 4(WITOM) s- t1/A 'MIA q(sornw) NIR ,NIA 54 OVFV 12' NIA RIA 51(w) 6' ttIA NIA 54(rap) 3 7/2' N/A NIA 5(BOfrasr) 4' N/A1t/A 5(60770.0} 3' NIA N/A 5(80110'!) 3 112' N/A NIA 6(SotloN) d" NIA r1IA 6(60770.) 3' N/A :ZIA 6(sarmul 460.0. -60.0 3 712- NIA NIA 7(.W77om) 9•_a' +d9.o. -!AO 3 I/2' 11/A N/A 7(9ormu) •a•-o' r9ao -9aa 3' N/A NIA 7(6017W) 7'-0' UP 10 op, 11P to L/P 70 Up t0 aR +BaA,-50.14 NIA- 12- 8(700) trss +LOA.-60.0 NIA 12 • 6'• 8(Tap)• 12'-6" +100.0. -130.0 NAA 12' 6' B(top) LESS NIA 72` 6- a Loon M) NIA f2'• 6`• 8 Pon")• NIA 12' 6- a(BOTmwI K/A 12' 6- 9(top) NIA 6' 9(top) NIA 12" 6' 9(tap) tt' NIA 1J/A 9(007700) 12' N/A NIA 9(6ario.N) 9' 11/A NIA 9(Gorou) 3 112 NIA 11/14 to(6o7mv) d' NIA N/A to(8oTi0N) 3' 7J/A WA IO(GorroN) 9" 1114 9• I 1(rOP) 12' 11/A to 112' )iA(70P) 5' MIA 6" 1 t(Tap) NIA NIA NIA r f7iD71Clf) 4-- NIA !''•. 17(Bono")•• N/A NFA M/A 71(BOTMAI) B` N/A NIA TI(tap) 12 NIA NIA 13(fall) 6' 11/A WA 13(7vp) 3!12' Ji/A IVA 13{BarTW') 4- 111A NIA f3(vont/N}1• 11-/. 111A13(901701) NIA NIA 11/A 14(11077014!) 4'•. 4•:• 4... 14(Eonlo)'• NlA N1A MIA 14(6O170N) USE 6'OC SPACRIO FOR PANEL Lfl.'OWS LAA-M r16W M•-0'AND USE 12-LIC AS SHWU ON SCHEDULE fait PANELS 3EA'O7115 EQUAL OR 5.4DRIEA iYJJ!r0•-0' .: VAUO ONLY FAR UPrD+°a.0, -5o.0 p3.f.AAK.A.S.D,P.StAr PRESSURE R47=KIN)W Alda:ALVEt LEWnM i;;t1tJ'oA,rr� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zona) �-�0. 7 ] coon nLrEco,A1C 0.050" 'BERTHA ALUMINUM.STORM PANEL La a (2.00" DEEP) of""an '• l��SA 1. p A T EASTERN METAL SUPPLY INC °71261!7 r^�•..;�?M},.l�r_,'vti,,,�;°+',. i4.7r71PAC. 42sB a£5r R0Aa4 aAME aArE: I AWT TESM0 k ENGINEERING ccfum T NS+f PAW aEAC1;FL Isla., �' Cl/ ��� , V ,1 , .`an H,c 191+.I.S'o=W,ac:1 c+.9nG M1 s1,L• PMOl1E C61,j2W-8261,m-(561)911-17!6 77-097 lJ V �, Fi'r.,it(1:5014!-+AS.Fe..n1171.1-,571 ev.,o rna.Ptra caii al. rs�vl. e,ii DRANxVc f«I E9-a0O6723 ...... tarp+ 111L;E,4 A.Tatsi.r.,P.E, 1 +�I.--w I� SHEET 17 OF'V rtoF1oA Uc,ura7 I