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HomeMy WebLinkAboutProduct Approval (3) Florida Building Code Online Pagel of 3 at F�c I w n t -."WA Cru: ''w t �Orjda[)epait11E'lltd SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts !Publications FBC Staff BCIS Site Map Links Search Busines ProfessilJ a' °frk Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL11968 Rl rrA ate' fr4"`` Application Type m I a,, Code Version 2010 Cl) Y` Application Status Approved M Comments �.l Archived 177 m Product Manufacturer Eastern Metal Supply �.. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 co (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 L' n Florida Professional Engineer fieri F Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Walter A.Tillit,Jr. developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. F Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R1 COI EASTERN METAL Certification of independence drwa 11-223.pdf 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsxYIeb4opODf... 5/23/2012 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 12/16/2011 Date Validated 12/21/2011 Date Pending FBC Approval 01/03/2012 Date Approved 01/31/2012 Summary of Products 1 i Number# Description 11968.1 .050"Bertha Storm Panel(2 11corrugated aluminum storm panels retained or not by 1/4") Drawing Number 11-222 11tracks to provide hurricane protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R1 II EASTERN METAL DRWG 11-222.pdf 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 1 Other:Large Missile.Max Span is 12'-11"for+30,-30 FL11968 R1 AE EASTERN METAL Product evaluation j p.s.f.ASD and 8'-2"for+75,-80 p.s.f.ASD forreport drwg 11-222.1)df mountings without"H"header. See sheet 5 of installation Created by Independent Third Party:Yes drawings for other spans and pressures. 11968.20.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by j Panel(2.25"Deep)-Non-HVHZ- tracks to provide hurricane protection. Drawing Number 11-224 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R1 II EASTERN METAL DRWG 11-224.1)d Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes j Design Pressure:N/A Evaluation Reports Other:Large Missile.Max.span is 12'-0"for+25,-25 FL11968 R1 AE EASTERN MFTAL Product evaluation p.s.f.ASD and 4'-0"for+125,-130 p.s.f.ASD for report drwq 11-224.1)df sections 1,3,4,6,7,8,8A,9 and 11.See sheet 10 of Created by Independent Third Party: Yes installation drawing for other spans and pressures. 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not Storm Panel(2.25"Deep)-Non- by tracks to provide hurricane protection. j JHVHZ-Drawing Number 11-223 Limits of Use Installation Instructions i Approved for use in HVHZ: No FL11968 R1 II EASTERN METAL DRWG 11-223.1)d I Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. I Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:Large Missile. Max.span is 9'-8"for+30,-40 FL11968 R1 AE EASTERN METAL Product evaluation p.s.f.ASD and 7'-2"for+70,-80 p.s.f.ASD for panels report drwq 11-223.Ddf I mounted without"H"header.See sheet 4 of installation Created by Independent Third Party: Yes drawing for other spans and pressures. 11968.4 Clear Bertha Storm Panels(2 Corrugated Polycarbonate Storm Panels retained or not 1/4")-Drawing Number 11-220 by tracks to provide hurricane protection. Limits of Use Installation Instructions I Approved for use in HVHZ:No FL11968 R1 II EASTERN METAL SUPPLY DRWG 11- Approved for use outside HVHZ:Yes 220.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 Evaluation Reports j p.s.f ASD and 4'-0"for+105,-110 p.s.f ASD design load. FL11968 R1 AE EASTERN METAL SUPPLY product See sheet 3 of installation drawings for other spans and levaluation report drwq 11-220.1)df pressures. Created by Independent Third Party:Yes Back Noxt Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,e-mail 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 regarding DBPWs ADA web accessibility,please contact our Web Master at webmaster(a)dbpr.state.fl.us. Product Approval Accepts: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf... 5/23/2012 GENERAL NOTES• 7.STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE NOTES; WITH THE 2010 EDITION OF THE F7OR/D4 BUILDING CODE. THIS STORM PANEL SHALL BE BE INSTALLED AT HIGH VELOCITY 8.1)MINIMUM EMBEDMENT OF TAPCON, ELCO PANELMATE,AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK HURR/GW£ZONES(MIAMI-DAD£/BROWARD COUNTIES). UNIT SHALL BE 1 114,• 1 318"FOR ZAMAC AWLIN ANCHORS AND 1 1/8'FOR RED HEAD DYMBOLT SLEEVE ANCHORS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1509 OF THE ABOVE MEN77ONED CODE, 9.2) 718'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT.NO EMBEDMENT INTO STUCCO FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND SHALL BE PERMITTED. 1/4 A-20 SCREWS USED SHALL BE 1 112'LONG MINIMUM SHOULD STUCCO EXIST,AND 1" FOR A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2070 PBC AND SHALL MINIMUM FOR WALLS WITH NO STUCCO. NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B,3)MINIMUM EMBEDMENT OF 1/4'0 x 314"ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE CONCRETE BLOCK.NO SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULRPLY7NG THEM BY 0,6 IN ORDER TO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 114'0-20 S.S.MACHINE SCREW USED SHALL BE 1 112'LONG TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RA77NCS INDICATED ON SHEETS 5 THRU 9. MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 339 INCREASE B.4)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL.ANCHORS SHALL BE IN ALLOWABLE STRESS FOR WIND LOADS WAS ME USED IN THEIR ANALYSIS A DURATION FACTOR 00-1.60 WAS USED FOR LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON M07ES IN VERIPGAT/ON-OF FASTENERS/N 300D, 9.1)AND 8.2)ABOVE. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF (C)ANCHORS SHOW.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS THE ABOVE MENTIONED CODE AS PER ATL REPORTS j 0121.01-98R,1-0329.01-Do,,f 0525.01-00 AND X0512.01-03 AND -MANUFACTURER. #'061Z02-04,AS PER SSTO 12-99 STANDARD, Z PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLAT70N DETAILS SHOWN ON SECTIONS 1 THRU 8(SHEET 3&4 OF 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-HT2 OR 3004-H34 ALLOY. 9)EXCEPT THAT HEADERS 3, 4&5 SHALL NOT BE USED. J.ALL.ALUMINUM EXTRUSIONS S LG BE ALUMINUM ASS lATION 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE N07ED. S. IT-SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE STORM PANEL COMPONENTS 14 STUDDED PLATE AND U SNAP CAP ARE PATENT PENDING. ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED 70 CONCRETE.BLOCK OR WOOD FRAME BUILDINGS. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISL SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER OIN 50018 W/50 ksi WELD STRENGTH AND 90 ks)TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 9. THE INSTALLA77ON CONTRACTOR IS TO SEAVEAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE 2411.3.3.4. BUILDING TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND RILL LENGTH 5.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI J04 SERIES STAINLESS STEEL, WITH J5 ksi MINIMUM YIELD STRENGTH. 10, (0)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMARON FOR A SI7F SPECIFIC PROJECT;I... WHERE THE SI7E 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 SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFELY OF TI715 PRODUCT, (A)TO EXISTING POUREQ_CONCRETE' -BASED-ON THIS P.E O.PROV/DED_HE/SiE DOES-NOT DEVIATE FROM THE COND177ONS DETAILED ON THIS DOCUMENT: - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY LT.W.BUILDEX. CONSTRUCTION SAFETY Ar-SITE 15 THE CONTRACTOR'S RESPONSIBILITY. 114'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRU-FAST-CORPORATION (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 114 a ZAMAC NAILIN ANCHORS AS MANUFACTURED BY POKER FASTENERS.INC, 114'0 x 7/8'CALK-IN ANCHORS OR ELCO male&Female YANELMATE'AS MANUFACTURED (d)SITE-SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL.-BECOME THE Br-POWER FASTENERS,INC.AND ELCO CONSTRUCT70N PRODUCTS RESPECTIVELY. ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RED. 1/4'0 x J/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. ENGINEER OF RECORD,ACTING-AS A DELEGATED ENGINEER TO THE F.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER-THE SITE SPECIFIC DRAWINGS FOR RENEW. NOTES A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS/314",FOR ZAMAC AWLIN ANCHORS/S 1 3/8". (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGW£ER OF RECORD THAT FOR ELCO PANELMATE ANCHORS/S 1 314"AND FOR CF TAP-GRIP ANCHORS IS.1 1/4 PREPARED 1T. A.2) 7/8"CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO 11, SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCA77ON AT S70RM PANEL 1N ACCORDANCE WITH SECTION 1715.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING. SHALL BE PERMITTED. 1/4.0-20 SCREWS USED SHALL BE 1 112"LONG MINIMUM SHOULD STUCCO EXIST AND 1" LABELING TO COMPLY WITH SECTION 7775.8.2 OF THE FLORIDA BUILDING CODE. MINIMUM FOR WALLS WITH NO STUCCO. A.J)MINIMUM EMBEDMENT Or'114'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 114'0-2D S.S.MACHINE SCREW USED SHALL BE 1 112"LONG MINIMUM SHOULD STUCCO EXIST,AND 7"MINIMUM FOR WALLS WITH NO STUCCO. A4)IN CASE THAT PRECAST STONE; PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EX/STINC WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1)&A.2)ABOVE. (B)70 EXISDNG CONCRETE BLOCK WALL- - 114'0 TAPCON ANCHORS AS MANUFACTURED BY LEW BU/LDEX. - 114'0 CP TAP-GRIP ANCHORS(BERTHA STUD-CDN),AS MANUFACTURED BY TRU-FAST CORPORATION, - 714"0 ZAMAC NAILJN ANCHORS AS MANUFACTURED BY POWER FASTENERS INC. RS OR ELCO male&f­k 'PANELMATE'AS MANUFACTURED WER ELCO CONSTRUC77ON PRODUCTS, -1%4'00 RE314' 4'AD DYNABOLSOLID-SET OL D-SEVE T ANCHORS HORS S DISTRIBUTED ISTRIBUT DED 85ALL L W BUTS SCRE19 BOLT&SPECIALTY COMPANY.Ex II,IIP���A,T�<<Jf� FLORIDA BUILDING CODE (Non High VBloclfy Hu one Zona) \\o y>^�\CENSF'••.�7 0 02011 BITE=INC 0.050" BERTHA ALUMINUM STORM PANEL L.G.1R.L1A.G. (2.25•'DEEP) DRAWN BN 111061!1 * ' )liEASTERN METAL SUPPLY, INC E S FIDE C O I N C. 4168 WET7 ROADS DRIVE o`•. TATE OF \\ TLL i 7E9T/NG x ENGINEERING COMPANY WEST PALM BEACH,R.M407 \\ e.W xx.Aeu M tae,Wxut\evooers.A S1ree PHONE;(567)109-8161 fAK'(66141-1716 11-222 F(ORIDP,:��1\\ a., 'kn-,me.r:Imfen-,v, �,nd aR 9RAWNCN. FS C?\111 WALTER �OLL7TI.Y P.F. an r6-,4, ,ymVir am ROR/DA Llc. Klfil 9HELT I OF 9 2470' 'A 1000'Mm. 2.470• 11.a4s•(roma WDM) 6.845-"DIAL MDTN) res• r-��r2.000'(Ff{EC7NE W/00/1��--' 6.000'(ERFCDK MOM) �� 1.300' 7.500' � ~ �1.IT!' 0.500' I.JDO' 1.500' 1.500' 1.300•. 13o• R.P50' 2 8150' ®AS APPLKABt£a-) g I 17 AS APnIC48W elyj g R.125 .F •� •u. .1T!- .173' R. ' y g , ' , �' n '' ]a5• R200' ^ P 12 + 'm 075' - n g R 125' II �• h� ° II II '�, n � r7P � .07!' Lala' 8ry � .07!' � `Y ' I•••2175'-I-�J.891'�217T� r1113•y I r F- 2.750' IO FULL ALUMINUM PANEL W/HEMMED EnrFS ®HALF A U D 7.591' 2250 Nl R' 7,750' f L R 2991- 2.591' ® 11'HEADER 9G9r 7�'- 4Q 3'-Max. 'U'BUILD OUT 05 U'-HrA srvr:JIB•-r' aur:J/a•-r• 15.719•(70TAL WIOMJ 9.719'(TOTAL W7D7H) f---12000•(ET7EC7&-.ADM)---� I---6.000-(&TFCMf MDT))-1 f3W' 1.500' ISM 1.300' 7..500• .2 ..900• 1300• 4.500• 11• r ®As APPIAIffir aw I '2 ar APPLe a On+) I q 69' a • 0 7 , L .188' • . % .JaD' 1 .174 ?h' .s0 g ii .190• + y� �1.7Z5'-{-5891'�2125'� F-271!• .75' � ' _' a "7 -II g � n n eL R.062' � -.090' n .09]• .090- g 47• .095' •. 1Q FULL ALUMINUM PANEL W10 HEMMED Ep @H-ALE ALUMINUM PANEL W/O HEMMED EDGES 1000•-M,,. ]s5D^ ©S w L 3'ANGLE BUILD OUT (2) a 314 S. 0. ® REVERSED'F•ANGLE BRACKET YItE:va.1 'F' TRACK F' TRACK TRACK s 9:,r/e•_r arve:.a/e•.7• sour:Iia•-r- .774• I-D�• .lea 8• • I I 7/1.6 JDI smlcs .I1.725• n� 5.9.STUD MM 10 I g AVCLE m SPAoWS 750 SC sHOMI ON SEC110N9. T0". SEE .465 2�- p0 5 AlERNA]E SEE 'i N 'd ,? �� •�� LEG LO-NMN ,093• DEW/L 093' ' 7 R 12!• a.ao0• o. 2000• I 5o00• T ^ m ��• 90 F' TRACK ANGLE f0 STUDDED ANGLE -J Anr 6�r:3�•_ �AN6 A D 11 2'x_5' (MW- x .125'ANGLE I d II 675' y fI-II I-•9OR.060' xd t»ff Ofp � 0.93, id7n:F a,O O -I I-. J' 27, 213 1/4•a 304 .786• DETAIL 1: sruD wl DIE c4sT zwo 4.3u• A062' 7UD RfYE7FD ] ,SB NICKEL PLATED WING NUT OPTION 1 OPT10N 2 M PUFF ' 12A ROUND HOLE AT PMC/ .66a' m 72'O.C. ,1HI g• .Iso © KEY HOLE AT PANEL (OP770N TO 12) 2.760.61A; Ae73• .o9J• 2.ree•-'` �,�p�'\ don IYP. RI.828- N {" "7 937. �- osz s` \GENS[ t FLORIDA BUILDING COD£ (Non High Velocity Hurricane Zone .471' 1.375' L ` - 7 ,�• ]09 rm \� 02011 WECo•INC. 0.050"BERTHA ALUMINUM STORM PANEL LG./R.E./A.o. 779 sag \ _06 (2.25' DEEP) aRawN er. © KEY HOLE WASHER ©STUDDED PLATE 1 SNAP CAP * `` �� EASTERN METAL SUPPLY, INC 12CAAW" ,rte-H:34 4dm AND ® = o'•./ZS��&Tf�OFA Lc �. E�+'0 N c. I266 wcsr Raws DRVE TILUT TESTING A ENGINEERINC COMPANY WEST PAW BEACH,n.J1407 LQ R`�,''•\\�\ e7sf nW ane sL,sn.».vw(aM G9rA;n.orae PHONE•(5611209-8261 fitY.'(561)611-1716 1(-222 =/C[•s•••.......•'\�y, 1111 �0 0066719 'b71-rlJr urA DRAMNC N. - S/ONA�-�1,1° wurERa DLurr.r.E mnm-r.1 :,nv, 1 nowDa ue. a1s7 sNEEr!a Or s FAPCW..ZAMAC ILV RED Hr. WCONS,7AMAC NOUN,RED HEM DW"LT,CF /P CLLIf-IN OR Dp DLT,Cr IAP-GRW,CALL-q OF _ t�Qv£2AW MI M'RED f�M Vo MME/F PANEUMTE IA S;ALL POM/SIX10-SE'( 0 Cont =tr SLE Pwa=rE D X17 CF TAP-dw..GLX-P'0� g (sirRS SANAc NNLIM RED HEM DYN1�01T. AHCHORS IICD MALE/FV a PANE X (SEF SGNEO JDR SPACAC) IF TAP-Gl6P.oex-IN OR (SEF SCMDULE Fav SPACIAL) 4 Cant. ANL'1tlR5 't--� Lro ID1LE/FEM9If PANELW7E (SEE SLN£DIILE FOR 6PAfJJNG) 4 Cont. NDP£(SEE SGIFOULE/DR 9''/L'/NG —L POURED PUURED CO UC/RR� POUREDNCRETE $ CONCRETE EWIR p C REQUIREDE W I 51 2 �EOUIRED I W I I W ry g tl I. 3 Cont I W SEPARATION TD I t I'MIMMUM I°MINIMUM 8 GULSS I I SfpA,RARON�OGLASS GLASS SfPARiTO I ! SEPARATION TO Si I I GLASS 1 14'9-2DBOLIS Jr4' i 11?0.CNC NU7®� I 1 a 90475 W/7/Br• I I 7 B'i J/J2'W/NC NUT I 1 W1NC NfIT x A i I2 0.C.POURED i r I CONCRETE o o I PD ED I o I p KOOK WAGE I $ I OD CONCRETE w POURED W — I o J—� POURED W E0UlRtD B CK WALL CONCRETE CONCRETE EOLam OR CONCRETE OR CONCRETE 11 T 7 Cont BLOCK WAIL 6 Cant, I BLOUIRED L ,.,M,".� FLOCK2FD I REOCK-K T 1/`P=20 M,S. i ALLPONT sw%;- 7' l ZA.11AC NNUN,RED LEAD OR I J W�17t?-e➢12�D.C. IAWC N,RED NFAD DYlWBOLT, 7,Cf TAP—",CALX-N OR g TAPCON£L Ic-mum,,RFD NEM -CF7M .CAtX-IN DR L`J DYNMOLT.CF TAP-GRIP.DIU(-/N a4 AWIE/FDILi''E-PAN£L11IF TAN 7AMM.AMM1Ud�RED.HEID ELCO If/E PANOIUIE Cont ANChDRS -fFYALE B9AEfM4TF 71-Cant. AACNDRS( SGNEDULE FOR SPACN6) (SEE SCHWL E FOR VA=) ELM�LLNIE/FF1f4LE IPANELM x OR (SEE SCILLfttE"i DA EPACIACJ �,I� SECTION 0 ANCHOR "[SEE SCHEDfAE FDR SPAONO) WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION BUILD OUT INSTAL-LATION SECTION 2 SCALE;3/B.- I' SECTION 3 SCALE:3/B•=L SECTION 4 SCALE:J/8•_ I 1•MINIMUM 7/8'r 3/J2'WING NUT I I W SEPARAANSN TO I 1 C D._EDGE DISTANCE A 72'0.G I I (SEE SCHIDULE ON FINISHED WALL SHEETS 6&7 OF 9) I I (W/STUCCO) ! W I I //4'0-20,<314' NOTE FOR COMBINATION OF SECTIONS $¢ POURED BOL75 W 7/8 X d CONCRETE 121 o WINC NUT® COMBINEDWALLInOIN ANY N Y TO SN0"SECTIONS CAN BE POURED .1 I ,l OR CONCRETE w I 72.0.C COMBINED IN ANY NAY TO SUIT ANY 1NSTALL47)ON. CONCRETE •�° BLOCK WALL OR CONCRETE REQUIRED BLOCK WA L REQUIRED �-11 OR g0 0 Cant. DELT OF W-d P.R FADE I ; ��,ft!��p,A.TI(I�' SEC77ON®STUD /,��sPc/NFrWIZ �cJE Acant. ,`,P�Q�',,............ TFLORIDA BUILDING CODE (Non High Velocrly Hurr7cone Zone sare-- E'•,• e 02011 710FC0,INC. 0.050" BERTHA ALUMINUM STORM PANEL c./Rc/AG. `� �--'`�-��• (2.25"DEEP) DRAwN er. WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION T �0 EASTERN METAL SUPPLY, INC u7E• SECTION 1 ScALE:3/8•-I• SECTION 2A SCALE:3/8'= I' o ; 1 L E C O I N C. 1268 WEST ROADS DRIVESTATE OF 'Q' P WEST PALM BEACH R.33407 [V �� TILLIT TESTING R ENGINEERING COMPANY 11-222 NOTE:DETAIL OF SEC77ON D STUD VAUD ALSO FOR =0�,••,F�O R'Dv, \�(E 1�� was Hw.,urn se,sN.xi+.wAavu cwoos,n.urea PHONE,(561)209-8263,FAX;(561)841-1716 WALL MOUNDNG INSTALLATION-SECTION 2(TOP) �\ Rm..:(NS1ATrS-00.i:ryoslml-rvr aRDRAWAW WALTER �nLLr NT 6i �; n SHEET 3 Of' U UI ViEA.A/F/F' POURED CONCRETE Q II POURED CONCRETE OR OR CONCRETE BLOCK WALL VARIES J' I CONCRETE BLOCK WALL REQUIRED Max. I I REQUIRED II 7 POURED CONCRETE OR 2'r J`r.093'J/05 H-14 OR APOURED CONCRETE BLOCK 6067-TB ALLOY Cant Num.ANGLE v \ / CONCRETE OR WALL REQUIRED MANCHORS®11'G.C. WALL REO IRED CONCRETE 2.500'Al' WALL RIr BLD n�sn �y II 1 ANCHORS r 2so0 A COA ®12'0.C Nin. QQ CONCRETE \\JL� I n ) 1/4'CAP Li ANCHORS ®iZ'Q C. VARIES 3' REQUIRED ALWAYS Me I ^_ qd`v 3 I—O OR OR 1.000• •• L —_ _ w F ——^— - ALTERNATE LEG LOCATION 2'x 2"x.055" Z'x 4'x.115` 2'Max. \ 10 Alum.2'x 5"x.055' J105-H14 OR 6067-76'ALLOY J Cont.Alam.ANGLE _ ——— \J GR OR ABO'3105-HI 4R - SHEET METAL Num. W/JACKNUP BOLT #;AT Cont Al—ANGLE 4'x.072' BENT PLATE Z4'O.C SE . 7 -N19 OR 8067-T6 ALLOY ' CAA (fl—an CASE B (P/cn) CASE C (Plan) CASE D (Plan) SCALE f/4"= i` C SCALE. 114"= 1• SCALE. 114'= 1' END CLOSURES DETAILS SCALE.- 114"= 1' MAXIMUM A.S.D. DESIGN PRESSURE-RATING- (p s f POURED CONCRETE _ CONT. Min. ' AND CORRESPONDING MAXIMUM PANEL LENGTH "L" eLoc`Ox wn1iE {OPEN PDsmcN+) LSG x SCHEDULE FOR A GIVEN PANEL SYSTEM BLOCK W , POL/REO CONCRE7F (REQn) OR CONCRETE BLOCK TAPCON ANCHORS OR WALL REd11RID ALL PONT SOLID--SET Mox.PANEL LENGTH (SEE SCHEOULE FOR SPACING) _ +6P'TG SNAP CAP©70 A.S.D.DESIGN L�•) j I REMNN CLOSED A7 NON PRESSURETING HU RRIL:4NE-LGNOII/ONS. MOUNTING W/ MOUNTING W/ WALL HOUND W/ N 7r'HEADER J� h'HEADER Q COMPONENT &© CONT. +30.0, -30.0 1'MINIMUM 1"TO GLASS/AIN/MUM I +JO.0, -35.0 t2'-11' 12'-11" 12'-11' I SEPARATION CONT, SEPARATION +35.0, -40.0 12'-0" !2'-0' 12'-O• I TO GLASS I NL I/O +40.0, -45.0 FA,STUD "7AA✓'r'` CONT, d PONCR CASE E (Plan) ,,11°°" +45.0, -50.0 f0'-T TO'-4" 10'-7" I A CONCRRa OR _ 1111 [[���ZER A. +50.0, -55.0 /W a REOUIREO CONE /. 4 �T` � SCALE:1 4 -Y 4`444 ................ryr POURED CONCRETE SECTION STUD 1 (GPEN POSITION+) �4 cE =,� •• +55.0, -60.17 .g•_7• 8,_6' B'_7• OffWA CONCRETE BLOCK N C WALL RFOU/RID a % --..y. '• TYP. TOP/BOTTOM J +60.0, -65.D 9'-2' g'-2' TAPCON ANCti0R5 DR L a j ALL POINT SO SET CONT, Sjq +65.0, -70.0 (SEE SCHEDULE FOR SPACING) (OPEN POSITION+) 0'•. �, �OF y� 8'-9' 7'-2" 8'-9' WALL MOUNTING INSTALLATION `__Fss��ORioA•..•\4vq ,a +720, -75.0 B'-6" 6'-8" 8'-6' FLORIDA BUILDING CODE Non Hlgh VeloGTry on4'd ay, SECTION 02011 7?LT 0.INC. 0.050" BERTHA ALUMINUM STORM PAIGRL +75.0, -80.0 g'-2` 6'-3' 8'-2• SCALE:3/B`= f'' (2.25"DEEP) DRAIN BY. NOTES MINIMUM PANEL LENGTH IS 3'-0' EASTERN METAL SUPPLY, INC DATE:u/0e/n 70E C 0.... 4268 WEST ROADS DRIVE T/LLIT TESTING h ENGINEERING COMPANYIYEST PAW BEAD(n"JJ407 11-222 nsa/ec rsn s.m.Joi wwNA e.x6ns n— PHONE.•(561)279-8261 FAN:(560541-1716 pmp)/-r6)r yryyay. xoMvmx DRAWING NW WALTER EB-0006719 A TICCIT J:P.E aia m-r.r ryntn "' PLOR/DA Lia. H167 SH£E7 5 OF 9 THIS GA10VLE 0.DESIGN RE'd4D A D PANE sENGTH. MAXIMUM A.S.D. ESIGN PRESSURE RATING ( s f) AND CORRESPONDING MAXIMUM ANCHOR FORA C7VEN A.SO.DESIGN LCAD AND PANEL LENGTH. P HOWEIER MAXIMUM PANEL LENGTH FCR A GIVEN E.D. -EDGE DISTANCE -ASO.DESIGN SHE MUST BE vERlnm q5 PER SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES AS.D. SCHEDULE ON SHEET 4 T B MAXIMUM WXIMUM ANCHORS SPACING FOR E D. -J I/2"•• 844.1 MAXIMUM ANCHORS SPACING FOR E.D.-3 112- A •• .S.O. APPLICABLE 70 WNNIDI MA,`1M APPLICABLE TO M177buv AEESIGN TAPCON5 REOEO NG.DYNABOLT CALX-IN SOLID-SET PANEIWTES Cf TAP-GR/P SECTIONS f& PANEL DESIGN 7APCONS ZAMAC NAIUN CALK-IN SOLID-SET PANELW70 CF 7AP-GRIP SECTIONS 0& PANEL ANY COMB1NA00 LENCRI PRESSURE RED HD.DYN4BOLT gryy OTMBINARO LENGTH RATING 10 N To 70 TO To TO ro TO ro ro To OF THEMRA (P'e'T') CONCRETE ILISOMTI CONCRETE WSONRY CONCRETE MASONRY WNCRE7E A14SONRY CONCRETE WSRRr CONCRETE WSONRY L"(1L) P'9' CONRE7E WSONRY CONCRE7E M CNRY CONCRETE WSONRY CONCRETE WSGNRr CONCRETE WS10 to TO ONRr CONCRETE WONRY OF THE7u T.'(ft.) Jz° - 12'r+ - IZ^ - - - 12• - 11. - r(TOP) 12• - )2'++ - 72• - - - 12" - TO- - I(TOP) 12 72'++ 12• 12" a' 12' 12' 12• 12' 12• 70-1/2' 1,9+(BO770M) 12' 6' 12•++ 12• 12' 5• 12' 12' 12• 72' 11 1/2' 6 1/2• I,9+(BOTTOM) 12'++ - 12' 12• 12` 12' 12• - 12' - _ 2.9+(TOP) 12• 6" - T1'++ - 12" 72° 12' 12' 12` - I1 7/2' - 2.4r770P) 12" 112'++ 12° 12" B' - - 72' 12' 12' 10 1/2'_ 2(BOTTOM) 12" 6• 12'++ 12" 12' S• - - I2• 12• 11 1/2• 6 7/2' 2(BOTTOM) 12` To. 12'++ 12' 12" B" - - 12' I2' 12• 10 1/2' 2A(BOTTOM) 12' 6' 12`++ 72' r2' 5• _ - 12' 12" 11 112'16 1/2' 2A(BOTTOM) +35.0,-10.0 72' - 11'++ - 12" - - - 12' - 12' - 3&4(TOP) 9'-0- 0J5.0,-40.0 12' - 12'++ - 12` - - - 12• - 71 1/2' - J&4(TOP) O9 12" !O• 12"++ 12• 12' B' - - 12' 12• 72• /0 r/2• 3(BOTTOM) O R 12' 6" 12"++ 12' 12' S• - - 12• 72° 17 1/2' 6 1/2' J(BOTTOM) 10'-0 LESS 12' 10' 72 12• 11" 8' - - 12' 12' 12' 10 ]/2' 4(BOTTOM) GESS LESS 12'. 6' 12'++ 12• - 12• 5• - - 11' 12" 11 1/2' 6 1/2' 4(BOTTOM) TO 12• - 12"++ - 72" _ - _ 72' - 72' - 5(TOP) 12• - 12'++ - 12" - - _ 12" - 11 7/2•V125 ) n'-n• 12' !0' 12'++ 12• 12' B- - _ 12' I2" 72' 10 1/2• 5(BOTTOM) 12• 6' 12'++ 12' l2" 5` - - 12' 12" 71 1/1• TOM) 12' - - - 72" - - - 72' - - - 6(TOP) 10' - - - 10' - - - J2' - - ) 12' - - _ 1z' - - _ 72' - - - 6(BOTTOM)_.- 8• - 11" - -- TOM)-_ 7, - _ _ 7` - - - 9 1/2' )Y-12' - - _ 12' - - - --7(BOTTOM) 7- - - - T - - _ 10" - - TOM)12" s° 12' Ir 12' 72" - - 8(TOP/BOrTON) - - - _ 12' - 72 12' 12' 12• - 07TObil 12' - 72"++ - 12' - - _ 12' - 12" - I(TOP) J2' e' 72'+r 11' 12" 6° 72" + ONLY_TAPCON ANCHORS-OR ALL POINT SOLID-S,7 ALLOWED FOR MOUNTING SECTION 9. 11" [12" 12' 11" a I/2' 1,9+(BOTION) ++ ANCHORS SPACING ONLY VALID FOR ZAWC NA/UN. 12 - 12'++ 12° 12" 12• 1T 12' IZ• - 2, 9+(TOP) SEE 12• a' 12*++ 12" 12" 6• - - 12` 8 1/2' 2(BOTTOM) + FOR SN�LATIONS OINTO WOOD FF 9 FOR RAME SBUILDINGSBPACINC 12" B" 12"++ 12 12 6' - - 12' E 1/2• 2A(BOTTOM) �� WXIMUM ANCHOR SPACINGS ARE VALID FOR 3 7/2'EDGE DISTANCE. ++ FOR E D.LESS THAN J 1/2;REDUCE ANCHOR SPACING BY 1 lit� � ' +JSO,-900 72' - 12' - 12" - - - 12' - 3&4(TOP) MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING !1 ++ FACTORS(Min,E.D.FOR CALK-IN ANCHORS&ELCO 1 l.R A• TI O4 12" a- 12' )2' f1" 6' - - 12' a 1/2' 3(BOTTOM) >8'-O' PANELMATE IS 2 I/2;AND 3 1/2•FOR SOLID-SET ANCHORS). lv LESS 12' ++ _ 70 8' 12' 12' 12" 6• 12° 8 1/2' 4(BOl10M) „r i12 _ i2” - - - 12• _ 5(TO) 10'-0' FACTOR ad467ACTUAL E. O. 2AWC NAILIN1p• 12 6• - - 12" 8 1/2" 5(BOTTOM) 7aoc0N /DmABaLr GN.K-N sores-sLT CF TAP-GRIP 2 b•, 1 ANLutaas •., \\ 12' - - _ 12" _ _ _ 12• _ _ _ 6(TOP) STATE OF 0 '•.F 10' 72' - - - 6 BOTTOM ,78 1.00 Q`1\ 9' 12' - - - 5A(B0 POM_ 2 1/2• - .71 .50 - .80 e -S'S/pIUAL 1,`\ 9' - - _ 12' - - - 7(BOTTOM) 2" - .50 - - - ...X..14,1177 72" 5• 72• T2` 12' 12• - - a(TOP/BOTTOM) 1 1/2' .J5 - - - rLUTUVA NG CODE (Non High Velocl mu one Zone 02011 TILTEC0.INC. 0.050"BERTHA ALUMINUM STORM PANEL L0./R.E.1A.G (2.25' DEEP) ORAwN Dr. 72/06/11 CC EASTERN METAL SUPPLY, INC DATE. IG O INC. 4268 wEsr ROADS RTW TILLIT TESTING&ENGINEERING COMPANY WEST PALM BEACH,n.J.7407 T T-2,1,1 6SJJ 11 Ill 4"s.Jos,M`T Cjm n JJI44 PHONE(561)209-8263,FAX:(561)841-1716 Ill .! (Jm1D)r-16Tr aaGwmv CR4WNO Na EB-0006719 Q>m-14r v➢e/r WALTER A.TICCIT,b,P.E. SHEET 6 OF 9 1LORh0A Lit.i 44167