Loading...
HomeMy WebLinkAboutProduct Approval i I 7/11/2017 Florida Building Code Online $'2. C fir Y 1u5+7 ✓«� � R: $:-? .. e r ' °'.'�"r'':..v-`<�iYr. r4 r..S,fF 5 &<. `:•• o :. ,c...; - . ra a; g BCIS Home Log In User Registration Hot Topics ( Submit Surcharge j Stats&Facts j Publications FBC Staff BCIS Site Map Links Search Floraa I Product Approval _ USER:Public User Product Approval Menu>Product or Application Search>Application Ll st>Application Detail NUI NN a " FL# FL11964-R3 xt -••c3sa �,�' Application Type Revision Code Version 2014 j Application Status Approved Comments Archived f I , Product Manufacturer. Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmetal.com i I I Authorized Signature Bill Feeley ; iIrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels I , Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report-Hardcopy Received is I 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. 14i Validation Checklist-Hardcopy Received Certificate of Independence FL11964 R3 COI 2I11JPA11JELSCI.pdf Referenced Standard and Yearof Standard I ( ) Standard I Year i ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By I Sections from the Code i I https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSkBnWfrMbw'7p/*2f8y6O3fOplll4Q`/o3d°/`3d 1/2 7/11/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/22/2015 Summary of Products 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 IS- to provide hurricane protection. 045 Limits of Use Installation Instructions Approved for use in HVHZ-.No FL11964 R3 II EASTERN METAL SUPPLY INC. DRWG.15 Approved for use outside HVHZ:Yes 045.od Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure-N/A Created by Independent Third Patty:Yes Other:Large missile.Max.span is 13'-0"for+30,-30 p.s.f. Evaluation Reports ASD and 4'-0"for+90,-130 p.s.f.ASD for retained panels. FL11964 R3 AE EASTERN METAL SUPPLY See sheet 2 of installation drawing for other spans and INC. P.E.R,..DRWG.15-045.I)d 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 inch)-Drawing number 15- provide hurricane protection. 041 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R3 11 EASTERN METAL SUPPLY INC. DRIMG. 1 Approved for use outside HVHZ:Yes 041,nd 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 R3 AE EASTERN METAL SUPPLY INC. P.E.R. DR_WG. installation drawing number 08-149 for other spans and 15-041.i)df pressures._ Created by Independent Third Party:Yes Back 7-k Kiq Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement :Accessibility StateEgent:.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 emails 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,ES., please click here. Product Approval Accepts: om W 0"M Credt Card AO.—'r- 0Z ttps://floridabuilding.org/prlpr_appjtl.aspx?param--wGEVXQwtDqsxYleb4opODchXgaXPmSkBnWfrMbw7%2f8y6O3fOplll4Q�/�3d�/�3d 2/2 1.STORM-PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(RED.)HAS BEEN ERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE,THIS 51 ORM PANEL SHALL=BE INSTALLED AT NOTES: HIGH VELOCITY HURRICANE ZONES(MIAMI-DADE/'BROWARD COUNTIES). 9.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G.'TAPCONS, ELCO PANEMATE,.ELCO NAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4'. DESIGN WIND TOADS SHALL BE DETERMINED AS PER SECTION 16D9 OF THE ABOVE M ZONED CODE, 8.2)-3/4"0 SOLID,SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS NT BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMffTW. FOR A DIRECnONALJIY FACTOR Kd-0.85.USING ASCE 7-10 FOR,INSTALLATIONS ONO R 2014 FBC AND SHALL 1/4'0-20 SCREWS USED SHAD.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 SHE: 2 7.9 THRU 17. WITH NO STUCCO. 8.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS IN ORDER TO VERIFY THE ABOVE•CONDITION, ULTIMATE DESIGN WIND LOADS OETERMIN PER ASCE 7-10 SHALL BE LONG SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY .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 SH 2,7, 9 THRU 17, IN ELI) &9:2)ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.AS T1�51 RE NOT OVER STRESSED,A 33X (C) TO EXISTING WOOD FRAME BUILDINGS,SEE SPECIFICATIONS ON SHEETS 12, 13, 14&15.ANCHORAGE SHALL BE INCREASE IN ALLOWABLE„$TRESS FOR WIND LOADS WAS ML USED IN THEIR ANALYST .A DURATION FACTOR CD.-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 PANET:S ADEQUACY FOIT IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION (D) ANMANUCHORS SHALL BE INSTALLEQ FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAR REPORTS# 321.07-05, 0812.01-95 AND# O119.b1-06,PER ASTM E 1886-02,E 1996-02 AND ASPM E-330 STANDARDS,AU FIED FOR WIND ZONES 1, 2 AND 3; MISSILE TYPE. (BASIC PROTECTION ONLY)AND FOR tNSCALlATION AT NOH ESS FACILITIES AS DEFINED HY SECTIONS 7.PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECRONS 1 THRU 13 8LL A AND ALUMINUM OF ASTM E T996-172. (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2,3,3A&4 SHALL NOT BE USED. 2 ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 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 ALL BE ALUMINUM ASSO .110N.6063-T6 ALLOY& PER UNLESS OTHERWISE NOTED, TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR STORM PANEL COMPONENTS =001-0 PLATE AND 55 SNAP CAP ARE PATENT'PEN ING. WOOD FRAME BUILDINGS- 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RFS ANT COATED CARBON STEEL AS PER 9.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS ' DIN 50018,W/50 ksi YIELD STRENGTH AND 90 w TENSILE STRENGTH &SHALL CO PLY"W/ FLORIDA 9UILDING CODE CONTAGT 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 ST WITH 35 ksF MINIMUM YIELD STRENGTH. 10. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) PROJECT;I.e.WHERE THE SITE CONDITIONS DEVIATE FROM-THE P.ED. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS -1/4'0 TAPCON ANCHORS AS MANUFACTURED BY IS.W./BUILDEX. PRODUCT,BASED ON THIS P.ED.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDRIONS DETAILED ON THIS -1/4"0 S.G.TAPCONS AS MANUFACTURED BY ITW/BUIDEX. DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4'0 PANEL MATES ANCHORS MALE OR TVAS AS MANUFACTURED BY ELCO STRUCTION PRODUCTS. -1/4"0 X 3/4"SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, OLT&SPECIALTY COMPANY. (c)THIS RED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS- NOTES- EANS 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 .G-TAPCONS IS 1 3/4';FOR ELCO BECOME THE ENGINEER OF RECORD (F-O.R.) FOR'THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PANELMATE AND ELCO NAS IS 27. USE OF THE P.E.O. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.ED.ENGINEER,SHALL SUBMIT TO THIS LATTER A.2)3/4"0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE PO REO CONCRETE.NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW STUCCO SHALL BE PERMITTED. -1/4'0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD CCO EXIST,AND 1"MINIMUM FOR (e) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL.AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WALLS WITH NO STUCCO. THAT PREPARED IT. A3)IN CASE 7}iATPRECA'T STONE;'PRECAST"CONCRETE-PANELS�-OR-PAVERS 8 -FOUND-ON-THE-EXISTING WALL OR 11.SHUTTER MANUFACTURERS LABEL$HALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN .FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCK BEHIND SUCH PANELS,ANCHORAGE-- --- --ACCORDANCE-WnH_SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY ' SHALL BE AS INDICATED ON NOTES A7)&A2)ABOVE. OPENING. LABELING TO COMPLY WITH--SECTION"1710;B.2-OF-THE-FLORIDA-BUILDING_CODE__,,,._____ (B) TO EOSnNG CONCRETE BLOCK WALL: . -1/4'0 TAPCON ANCHORS AS MANUFRCNRED BY I.T.W./BUILDEX. -1/4"0 S.G.TAPCONS AS MANUFACTURED BY ITW/BUILDER. - - - - - - - THIS-DRAWING SHA{,!- ONLY BE-USEIJ TO - -1/4'0 PANEL MATES ANCHORS MALE OR TVAS AS MANUFACTURED BY EL.CO ONSTRUCTION PRODUCTS. -1/4'0 x 3/4"SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, OLT&SPECIALTY COMPANY. ' - __ THE STATE OF FLORIDA Piz P,• v'� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02015 77 rM 1Nc 0.050" BERTHA ALUMINUM STORM PANEL. F.P.L. Sk No,4�f _ (2.00" DEEP) Dmw or. +- 1I ■ �+ 15 EASTERN METAL SUPPLY, INC of/LKM- w I. T l i E C 0,,-. 420 WMr ROW VXW .� TIWT TESTINO k ENGINEERING COMPANY WEST PAUf BFAGH,FL.73407 15-045 rINN 'S!1.� PHONE.•{55l)ZOF-d26J,FAK(560541-1716 ]PINT.A.SM JOS.Wflf G+fl0EN5.PV SSiOO ry St, "`,,`+�,`h4�m moiw t Oa+7mEt'Bi 0006719 Omlmt-fact m.xo ooavno. mnc m.N. ma,m+ wx 1�4it7NG No ?+�%AYE YQDIFfI.,,y�"yStlw� WALTER A 7UJT 441.M..P.E, ao Irr-nr M t SHEEP 1 OF f7 t1 1 f LN FLORIDA 11 67 14.101'(TOTAL WIDTH) S.151 (1DTAL WIDTH) (EFFECTIVE WIDTH) 6.000(EFFECTIVE w1oTH) ' 1.070"kIZO00-- f7D" 1.D7o' 1.070" 4.880' r 170" MA_XTRlfI ASD DESIGN P S6URB RATING (psP)•ANDAP VLE Q U6ID(,yPJ o.acD" (rrP. ® CBv-J CORRESPONDING MAMMU97 PANEL LENGTH �" SCHEDULE o 25 o 0.Z50" N ° 0 0.250" N ' by tih o PANELS RETARM AT BOTH PANELS RETAINED AT LEAST 2.020'I- -I z_o2o"1- °' -I 2.c2D"l- mms PITS Tres Dv ONE OF TREM ENDS' FULL PANEL W/ HEMMED EDGES HALF PANEL W/ HEMMED EDGES V= TRACM9 OR DIRECT HOErh= ®®(p OR ®;kt Akvwum A6wmuM 14375'(TOTAL WIDTH) 8.425"(TOTAL WIDTH) A.S.D.DESIGN Max PANEL LENGTH ASO.DESIGN Max PANEL LENGTH PRESSORS RADh'G L'(IG) PRESSURE KITING L(ft.) 12.000"(EFFECTIVE WIDTH) 6.000.2121 7IVE WIDTH) (URF (,.,,G) 1.070' 170' 1.070" 1.070'- 4.880 170( +30.0, -J0.0 13=0- +J0.0, -J0.0 ®AS APPLeA I I Ir " ©'®AS APPUC4D (&P') OYPJ +J5.0, -J5.0 12'-a' +35.0, -J5,0 /2'-0' 0 0 +40.0, -40.0 12'=4' +40.0• -40.0 0 0 -I 2.="I- -4 2.D2o"I- -I-.020"I- +45.0. 4sD 12=0' +45.0, -45.0 OPTIONAL FULL FULL PANEL LVIO HEMMED EDGE3 OPTIONAL HALF PANEL W/O HEMMED EDGES +50.0, -50.0 11'-0• +50.0, -50.0 9'-0' (!) STORM ANEL +55.0, -55.0 r0'-p' +55.0, -55.0 SCALE:V;-=1' +60.0, -60.0 9'-4' -+60.0, -60.0 7=6' +70.0, -70.0 8'-0, +70.0, -70.0 6'-5' +60.01 -80.0 7'-O' +60.0, -60.0 5•_6' 1-3"-I- -CONCRETE ANCHORS(SEE SCHEDULE) Ax-j +90.0, -90.0 6'-3' +90.0, -90.0 5=0' I I I +90.0, -10010 5=7' +90.0, -100.0 5•-0"' ' +90.0, -110.0 5'-1- +90.01 -11010 W +90.0, -120.0 4=8' +90.0, -120.0 4'_g' Z - 1 w +90.0, -730.0 4'-0" +90.0, -130.0 4'-4 112' 4� v f I I MAX.ASO. DESIGN PRESSURE RATINC 4-MAXIMUM A A PANEL LENGTH FOR INTERNALLY REMOVABLE PANELS AS PER MOUNTING 1NSTALLA71ONS ON SHEET 7 OF 17 1S +50.0, -50.0 p.s.f. W/88'MAX.PANEL LENGTH. o MAX.A.S.O.DESIGN PRESSURE RATING R MAXIMUM PANEL LENGTH FOR MOUNTING AS PER ALTERNATIVE f1i AND 14 Li �1� ON.SHEET'14A AND 15 OF 17,RESPECTIVELY,ARE I I +50.0,-604 p_s.f, FOR 7a'Max. PANEL LENGTH, CONCRETE ANCHORS(SEE SCHEDULE) ,7"� ��� ii,�Ii{95� i� G 0.0, -50.0 p.-f.. FOR UP Pg 108'PAN¢ Max Mar. ,,� H f 7A I MIR. STORM PANEL 1 M/a. `,. FY,..........�J •• TYPICAL ELEVATION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02015 ncTECO.INC. 0.050" BERTHA ALUMINUM STORM PANEL FN.LV rte. �r/4'Max. GAP µ-' . OeawN BY.44167 (2.00" DEEP) r/4""max. GAP - - '1 O 4+ EASTERN METAL SUPPLY, INC OJ�z,TE/i5 . •r �LL E`. I PI e. ,26e wEsr ROADS0xA�6 'n ' ��' ~ TILLIT TESnNa 4 ENGINEERING COMPANY WEST PAW 6EAC0.FL 57407 f�� PHONE.- 561209-626J,FAY: 561641-1776 1$-045 mss,u.n,Gem.5i,x..ws,Ymmamn ansext,D.»Iso ( J. (561)B41-1776 N. SECTION A-A ..S PHONE. � `WALTER A T0"7'LLffjf.,P.E.1'-ISI ��1 4�a n SHEET DR4N2GOF 17 FLORIDA Lit.44167 215r` 8.010 OP x aato JL 25BH` - 'Y 7/4•M-20S S/MLNfN pQ l-- DOLT W/NUr 3 tTn3/Ef �S 50 r.7N^ .rro` zw- � - � o � ;� � � 4su� r� .tm• R� ri � . pgdr 7 r+ .D90 .090 .o9r• N�J� 0,C �� RTsp \\\ II ,1D� !'-1dB4 JG 1--z�sr-----iTFJ' II ..z�ss^ a • F" WRACK Q h"HEA " 0a. " `U`HEdDER Q 3" MAX, ANGLE BUILD 77dIT BRACK '�='/ "' saeea]/b•�r• 30 3 Max'. u"-G IL OUT 3A OPT/ONAL 3" Max U-Bu,((D OUT HEAnFR �:ate•_r_ ='_t.rir.,t, sats:.yb'-Y scuet yB•�Y • 'J P .tso• .Iso• V•R�iv dN'c'i� "1a': sr�• -�r.aw• givt7En 7nrE.Sr swo r/�•nrvvm to n+v "t:•"I ncrtxNot• .rzs' I-• x a tx as • 'Sol snApNas shn9N n u•n.c Ltd cocsnaN I oN sEc7roNs. N •'_T' _�^fib R .IUEidt1TE ,y iR h a M 1 9 j7 1n uE0.i�r N Lw 7pMa0N r •I�-T � - + I T t y �EASp'� Rte. - �11�1 Z000•�� - I-2000'^-1� --I.aE•{- ��_, 1 HINT WALL 1.75"xO,,¢32" REV R p f-ANGLE TRA " f f ,Z ANGLE' NT.)xt/8` Q ___�_ ® F'" TRACK ANGLE 9Q ADDED ANGLE ANGLE W1Tt1 STUD swc.=/e•-r• scve:=�a'-'t• aoat-rs.vom,vtor snot Vi'�r ANG�,E WITH SR1D uve:018•-r• sate=/a-.t• r,3rr a .07s , - ' 114-0-20 i off•J sm6S • .bbb` 760 a r2•as # t- • I .z.7Ba-Bt a +.750• � ' s-7 r5" y thy- ILI RNETEI)TO - L,_ 71' wole KEY HOLE(OPTfON f) e.B2s t Min..D85 .as7 .�7r _—__�_ f2A• /,7OCIND HOLE AT PANEL °' " ,79. .009 12 KEYHOLE AT PANEL f©`-KE]'VOCE WASHER -_ = _ - --Q-ZAWZL,WZj4��3LA� ......f"r1l j•�, .7B6' 3rs ��utor =7` ...�LIC,c '•%��jt•`.� b yy .•.4r7�Q(�ftyptVt1 ,ocpz �7 .\`s 44 ENr�t� FLORIDA BUILDING CODE OR High31d�i�jlLt�urricane Zone) Q SNAP CAP f6 1 o r. ^tom 0201s nnEco,rNa 0.050 BER7HA ALUMINUM STORM PANEL F.R.L aSNmur0r `_/•"r• ursas (2.00" DEEP) DFARN ar.• M.•n]�'-r" DETAIL f: snip w/WING Nur -0,m.. o aJ/it/rs Fl LTE C 0,m..\ EASTERN METAL SUPPLY, INC ATIC COMPONENTS .r F V ACK F.JJ4 T1lLT TESTING G ENGINEERING COMPANY N'E'T PAC-263. t'L!6 aT 15_045 7WSAat c8cAR1$R]31e0 PRONE{BBI)209-82B=,FAXd{DS}JBS7-1718 Poam r 7ws1e7 r-1�a0.,s(J0.1)eTl-iJ]I ocWernml Nrc nn.w Of}e*.MI mrz D2iritNa N" Ee-0006179 MT Ell A.T(Ut4}SJ6,P.E. FLORIDA Ua. an er-.ur / a *.,tt¢T 3 OF 77 6I 9 Cont. POURED CONCRETE OR 1.250' CONCRETE ANCHORS CONCRETE BLOCK CON" CONCRETE ANCHORS A!°x• (SEE SCHEDULE) REQUIREDr (OPEN PoSI?ON+) CONCRETE ANCHORS (SEE SCHIDUIE) }.ODD I (SEE SCHEDULE) �__ Cont I •500' r CONCRETE __-- 'SOD" H 'I I i Mox• (SEE SCHE '� \ I I I F7R SPACII l i POUAFD ED• i i i POURED EO-POURED ED• iIiCONCRETE i 1 i CONCRETECONCRETE REQUIREDREQUIRED?EOU/RED I I 2 ContI I I1ii1I'Min.SEPARARON I I w 7 MiTVh. GLASSSEFARA 7X1NI TO GLASS I I I I I N II J I W 4'Min.SEPARA7 ON 1 I 7O CLASS I I 1 1 I I I i OPT/ON'f ' �.I'MTn.SEPAR4710N I W I ' I I CONCRETE ANCHORS SECTION 3A �•+" I I I I SEE SCHEDl' I TO CLASS I I 1 4 0-20 s J/4'" 1 I ( � o^I 1 I I W I I I 15,S.,BOLLS \-- I I I 112'O.G 1 IR .500' .I•i . POURED-' I I 1 I I GI I I I T w CONCRETE ED. 1 I I I I OR,CONCRETE I I - ' POURED ED- i 1 i �„ BLOCK WALL L'— I I I REQUIRED i REDUIRID ti'_=' POUR I POUR I I I w CONCRETE ANCHORS j }• 1 CONCRETE I a CONCRETE I I t (SfE SCNIDULEJ I OR CONCRETE I I I I I OR CONCRETE I BLOCK WALL I I I I I BLOCK WALL 1 I R£OUlRED ED' I I I I I 1 V CONT, REQUIRED E D I I I ' -1T Min.SEPARATION I I� �j ( (OPEN Po51?ON+) _ ___ I I TD CIA56 7 i 5625' SECTION ® ANCHOR /T 1.425'1 11 1 CONCRETE ANCHORS) 25D• (SECRETE ANCNORS•� OPTION �a (SEE SCHEDULE) �M°x. (SEE SCNIDULE) (DCont SECTION 3A s (°nL ALL MOUNTING INSTALLAT ON i I I SCALE: 112' 1' POUR 1S/4.mtiswixI ! iSECTION®ANCHOR SECTION 2 / /a 1 i 7/0'x3/ J2' WNG NUT® NNG NUT' 12JO. G I I I o FA SWO 7 OR CON RETE I i POURED CONCRETE OR I NF BLOCK WALL EO. 1 I CONCRETE BLOCK IYAAI I / I I V' RfOULRED I I I REQUIREDPO I I S66' T CONT. CONCRETE I I 7/g•x J/j2' W E.D.a€D E DISTANCE I I (OPEN POSI/ION+) E.O. OR CONCR I 1 WING NPT® �•� (S SCHEDULE ON J 5 Cont BLOCK WALL I 1 EVERY SND i SH ETS 9& 10& 17) CONCFETE ANCHORS/ I 1 RL77U/RED 1 O 12'0.C. (SEE SCHEDULE) I I SECTION ® STUD ly I I TYP. TOP/BOTTOM WALL MOUNTING INSTALLATION BUILD OUT INSTA LATIO +L :SNAP GAPQ Tn SECTION 4 —�� \\\\lull �'f . HURR/GWE CONOTRONS.110 SCALE:1/2'-7' 9 Cont NOTE FOR MB/NATTON OF SECTIONS: `\\�\P� •lriJ SEMON 0 STUD WALL MOUI TING SECTIONS CAN BE •'• \GE1�1Cc+ '•�,v/�r!� FLORIDA.BUILDING CODE (Non High Velocity Hurricane Zona) WALL MOUNTING INSTALLATION COAlBlNED N ANY WAY TO SUN ANY INSTALLATION. NQ141Flx 0201577L7fc0,wG 0.050" BERTHA( 0ALUMINUM,STORM PANEL F.R.L.F.R.L.SmLE 2 :1/2"-1' = Y 01 DRAWN B>: SECTION 1 = N �`� (❑( �+ EASTERN METAL SUPPLY, INC NOW:DEW OF SEC?ON®SND VgUO ALSO FOR H k1. ® 10.1 G. WALL MOUNRNG INSTALLA?ON-SECRON 2(TOP) .>� x26d IYET'T Ra40.s DPoVE TILLIT TESTING 4 ENGINEERING COMPANY NEST PAW MACH,TL JN07 15-045 PHONE(561)209-626J•FAX:(561)B41-171 Pna6 \�'e`;\s�� 0]� —om m1-19]0.Cu.vNI]wMT1-15]I]]lon tt DRAIV/m No /TT 0111111111110111111\1ti VI/LTER A TILLIT&.P.E 5= 4 GT 17 n0 IOA U..44167 718'x J/J2" 50110 SET OR ELCO male PM'E2MA7E ON S.G.TAPCONS WING N O CdNORETE ANCHORS S O, 0©OR @ Wflf 0-20 SIDEWALK BOLT OR O 6 2'O.C. (SEE SCHEDULE) CONCRETE ANCHORS 4-� AP S.C. A1A1E5 I-Mm. CON ETE ANCHORS E O- (SEE SCNEOULE) 1+-I-0. (S OR 7�Wf 1J WfPAC/-20 7RUSSNE{A 8�17LY•E+ 0R S.G•TAPCONS - �02 '3 Cont I- �,aA•. (StF SCHEDULE) \ T y •{SEE SCNEDU(E FOR SPACING) - i �l POURED CONCRETE ai I I PURED�N E7E EY7,I I REOUIftEO f'-Iji i'i 1` POURED W 1 - ' POURED CONCRETE CpN"oz— REQUIRED REt£ G 1 1 REQUIRED. i i I I ' _ OR CONCRETE yj I I r i L ALTERNATE � 1 pcpcK WALL, ILED LOCATXIN t ET7u1RED ' i t i I i I i d C-L i t I B Cant r 7 Y I i i n 1 I I I I 1 1 t 8017S j 7f8 OPTION d1 CONCRETESEs ANCHORSN SECTION 5A i I i i i N s41N„ v+ j 1 L - OOflt. 1 I I I 1 I I I V L 1 1 1 I �J"Min.5EPARAZION L I I DTII I I 1 -,1'MZ,, ARARDN I I i Y 70 CUSS 1 1 1 �7'Win. GLASS SEPARATION I I i O I I I TO c ASS70 I W RG POURED�O y ' i 7/B-x J/J2 1 S i 1 1 WHO NOP N- L 14'a-20 r I 1 1 1 I I EVERY STLLD i /•a'$S.BOLTS' I W/7/B'x 3/JY ' I i i i 1 A 12'0.C. 1 WING NOr® I 1 POURED I 1 i Ca L i 7 t 12'D-C. I 1 CONCRETE I I 1 I i I I -I--• I i " ORCONCRETE C f I n I 7 I I BLOCR WALL W L I ; Cont RE ` I OPTION LI2 I i T` POURED CONCRETE J•I 1 RECLINED NC ETE 1 1 REOUREO 1 1 SECT/ON 5A CONCRETE AN HORS�„.� E:O. CONCRETE ANCHORS SOLD SET OR EICp mato PANE7hW7E OR S.C.7APGONS (SEE SCNEDU } (SEE SCHEDULE E D Q• ars® W/1/a 0_20 SIDEWALK BOLT OR O ®OR&Wl@ W1114-0-20 TRUSSNPAO SGLr t•F CEILING & FLOOR MOUNTING (SEE SCHEDULE FOR SPACING)- -- CEILING FLOG MOUNTING DIRECT WALL MOUNTING INSTALLATION (D. M.) ---- -- I I INSTALLATION — SECTION 7 e�c�RpN_;- --_'�iu0--___ _ IMAL TION — SECTION 6 • — SECT/ON 8 sraLe: r/2'.- T' I 1 — —sG+SEmT2i NG NU® S 1/2' 7' EVERY STUD t Cont 1 1 FAQ o RETe wcNaes L 1 L, E D S___ s_a°N � (SEESCHEAULE) ti`ti"�`,.•JGENS�C' P FLORIDA BUILDING CODE (Mon High Velocity-Hurricane Zone) - �41Ia7 " ®2015 nLTECO,NO.. 0.050" BERTHA ALUMINUM STORM PANEL P.R.L_ NOTE POR OMBfNATION OF SEGRONS: 1YQ� ._ (2.00" DEEP} .:ORAIm BY. & FLOOR MOUNTING WN1fPLo0%CEIUNG MOUNTING SECTIONS Gw BE EASTERN METAL SUPPLY, INC DJ/14f15 COMB7NETj N ANY WAY TO SUIT ANY INSTALLATION r,.o ,"c�ti^ M C Q SNC. _ Lure INSTALLAj/_Jd SECTION 5 r P Sr P" B RW,F aJL4 rj 'rI1J � •(•:' ~ T..T TESTINO 11 ENOINFFAINC CONPANY WfJT PAW BFAG7,PL{J 07 15-p45 4' A PHONE"(561)109-020-%rA# 501 841-1716 SCALE:t/2"b r ''Try Sa A ��,e,• WALTErz--006 B f WT"/aDa sslea �'m as rt ur o rtl axm omm. wm NG At. SHEET mB or 7T FLORIDA U..44167 CONCRETE ANCHORS D. SOLID SET OR ELCO male PANELMATE OR S.G. TAPCONS (SEE SCHEDULE)\ 0 72 OR ® W1114-0-20 SIDEWALK BOLT OR ® POURED \r� E. . 718"o J/J2" CONCRETE ®OR @W/@ W/1/410-20 RUSSHEAD BOLT+ + WING N 7S 9 12"O.C. REQUIRED (SEE SCHEDULE FOR SPACING) AT PAN MATES OR SG. TA CONS \ I I I •• I• ' I i 4 Cont I I 4 I I J POURED REQUIRED CONCRETE E. D. = EDGE DISTANCE I (SEE SCHEDULE ON I i i i w I j SHEETS 9 & 70 & 11) I I I I I I I 4T L 1"Min.'SEPARATION I I i Z NOTE FOR COMBINATION OF SECTIONS o I TO cUtss 7"Min. SEPARATION I— I I W,4LL/FLOOR/CEILING MOUNTING SECTIONS CAN BE I 2 I n COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. TO GLASS I `— • I I I I h I I I 1 2' I I I I I I I I I I I SIDE WALK BOLTS ARE 3/4'0x3/32'THICK I i I II I I w HEAD MACHINE SCREW W/LENGTH I I I IUZI 7/8"m x 3/32" i I I AS PER NOTES A_2 & B.2 (SHEET 1) 1 I WING NUT® I I k TRUSS HEBOLTS ARE 1/ HEAD MACHINE SCREW /ENGTH42i EVERY STUD 2"0xl/ 8'7HICK 7/8 0 3/32 ® 12"O, C. (SHEET 1). I WING NUT'® I I a EVERY STUD I I I I j ® 12"O. C. • I I Cont. I I I I I I ALTERNATE LEC POURED I I j LOCATION CONCRETE o i I i I — OR CONCRETE W i I I7 BLOCK WALL I •/ REQUIRED CONCRETE ELI o x I I POURED I I 1" —/r--- N UREQUIRED I J —EDGE OF' SLAB F CONCRETE ANCHORS/ CONCRETE ANCHORS�� APPLICABLE (SEE SCHEDULE) (SEE SCHEDULE) ED. Tiont. CEILING & FLOOR MOUNTING INSTALLATION SECT.IO'M!"Iffl o "�•�?.•' '•:��'�%. FLORIDA BUILDING CODE.(Non High Velocliy Hurricane Zone) �\CENSF WALL MOUNTING INSTALLATION 02615 RUEca,INC. 0.050" BERTHA ALUMINUM STORM PANEL N0.�1}I (2.00" DEEP) BBAWN wH BY. SECTION 9 63�2M- U E a®1w�• EASTERN METAL SUPPLY, INC a„E z o S`TE OF !��� 1268 WEST 80105 ERNE WET'PAW BEACH,FL J3407 TILLR TESTING K ENGINEERING COMPANY 15-045 `�•.� PHONE.,(561 209-626J•FAJh(561)641-1776 SCALE: 712"— 1'• � �� urs IbM.yew.st m.xis.vno6N alma�s,a.assoe J / ifFf CC1_•� .�,S\ 'Y 1'luna:(�W.VI,E8�a006710(JOSJo1�—Isl1 �ul Fiv.x. oc•�.nlmox vrt 6R4WIxc No WALTER A. ubffµi67'E SNEEf 8 OP 17 _ _- -_ - - •d b _ _��=Cif=_.• 1 7f4•M7'N. 2' J 1/2• 8R K VEENER ` £XlSRNG PENE7RARON 70 "a 'm 2" J T/2' BRfCK VEENER CONCRETE BLOCKPENETRAROA'7O A(w AX &2'70 CONCRETE. - _-�_-+• t+�-•Srr. Z R CpNCREIE'.a n_•y.,.-t-ei c.ry-~'°-•� A* cont. p • � l I I - l w i i + I I POURED Q7NGRElE 7/41"*ELCO mote NG I i I d j OR CONCRETE BLOCK PA a AM NAS ANCHORS OR 1/4'0 STEEL ANGLE NTEL I I r/-r 9x8'ELCD more ENISRNC WALL REOLRRED i t TAPCONS OR Y/4.1 ELGO MALE AS APPLKa9 I t OR CONCRETE N�� PANELN47E TVAS ANCHORS OR 1/4.4 SMEL ANGLE LINTEL PANELAAT£S SEE SCNEDULE FOR SPACIAL i TAPCONS OR 1/4'0 ELCO MALE' AS APPUC461E t 7 I - ( �' I I I 1 WALL REOUIRED 1 1 P I I I I ANELAATES(SEE SCHEDULE FOR SPACWG). II ' OPT10N iF ' slEcr ON 11 OP770H.laz I SECTION I1 i I t Ar.SEPA211DON TO MASS h + t I 4 f t RRICK Stu. t/S'1-20 x /4' .I %,:;'k;,:; SS ROLIS W/T 8`lx 1 I .•.•�' J/J2'.W Nfr o 4• I j i 1 i � E 0.� ETJCE OI5TANCE (SEE SCN£pULE ON 1•t/4•MrN, c i SH£Ets s ra t r) ++ --- ••I., PENE7HA7)ON 70 I, yl EXI NC I I I Slp£WALK BOLTS ARE J 4 117 2WCK CON BLOCK ! !NG AS 1 7 AS PER NOTES A2&EA2(SHE/EJ7•t) •,&ON RW CO/.400KF i APP 1}18LE / HEAa AAAWN£SCREW�/LENGIH ' i 1 _ NOTE FOR CO 1fWRON OF SECRO('S .WAWN-OOR/CdUNC MOUN77NG SECRONS CAN BE TRUSS HEAD BOUZ5 ARE 1/29x1 8WCK J conrelNEu IN aNr wAr TG surr ANY rrvsrALLATroN---- _H&W AACM sCREw W P AS PER NOTES'iC2�Bz L___.____ _ _ _ _ _ - J 1 1 1 •I I 2' J 1/2"^--� Cont - - YEMEN, T14 POURED CONCRETE 1/4'4x8'ELCO male Q� L;�� FLORIDA BUILDING CODE,(Non High Velocity Hurricane Zone) OR CONCRETE BLOCK PANELM47E WAS ANCHORS OR 1/4"0 .•'•��GEN P �, WALL.REUVIRED TAPCONS OR 1/4 d ELCO MALE 02011 MUM INC 0.050' BERTHA ALUMINUM STORM PANEL RKL PNffLMATGS(SEE sGtrEaute Fon SPACING). No.44167 1 (2.00" DEEP) DPAWN Br: BUILD OUT JNSTALL4TION /TIME lM-� EASTERN METAL SUPPLY, INC aYI2;175 42x8 WEST ROWS AME �• �y .(.( {�•: TIL L7T TESTING&ENGINEERING COMPANY MMT PALE/VEA04 FL M407 SECTION ! / 14 •tti�,44 >:it6 RT4]818 s.Sii J4L tit(XiN cYmG+$fl.S31w PHONE(307)109-8267 EAL`(561)841-1716 15-045 scALE:J/a• t' ff�r��iisF rQt�AL1 .......s`°'� rn�., oR n uG ui PstE-1"1 R•p "—•• t '—t -. — sNEcr 6nof 17 ADJACENT INTERIORLY ADJACENT 1/4'0 TAPCONS ' PANEL REMOVABLE PANEL CONCRETE ANCHORS O 6.O. C. W/1 1/2'Min. THREADED ]/4'Max. GAP STORM PANEL - HSE 770N TO IXISIINC WOOD II` f/9"Max. G P AT 6`D.C. 0 POURED CONCRETE W OR ANY ODIER o� I' 1 .REQUIRED 2 TOP TRACK ri SECTION B—B ConE 2 OR ANY OTHER �,'.�,•..•-.:• I ConLTop TRACK SCALE: 1 1/2 = 1' 1/9'zOxt'S.S. WOOD HEADER SIDEWALK BOLTS. REQUIRED W/7/6'X 3/32' I I' WING NUTS AT I 1 1 OVERLAP 8 (BOTT) 12A,128 8 (BO T) A, z 114-20,11 ss ADJACENT SIDEWALK BOLTS 1 -`Ji i W PANEL W/7/8'x 3/J2' INTERIORLY 1/4 2Oxr S.S. IVING NUTS AT REMOVABLE ADJACENT W SIDEWALK BOLTS. I 4 OVERLAP STORM PANEL PANEL 4 W/7/B••X J/J2' I-Nin.MPAUi1°N 7/B'x J/32' 1"Min. SEPARA770N WINC NUTS AT to OOts I `V�y=p o TO GLASS j j a OVERLAP 0 I2'D.C. FM 11111 11 ' 11 11 11 of ' o B POURED / o • �;•' tO CONCRETE p W CONCRETEOR BLOCKWALL Ci b 7/6'x 3/12' g REQUIRED I' LNG NUT® W EVERY STUD 0-12'O. C. p bA PLATE REQ D. ELCO PANELMATES SOLID SET OR SG TAPCONS Ty p STUD OR S.C. TAPCONS W/2"MW. OR PANELMArES ANCHORS 0 2 p C PENE77L1770M AT MIDWIDTH B 6'O.C.AT ADJ4CENT R U EO OF PLATE O 6'O.C. PANELS ®ADJ4CLNT PANELS a (son) 12A,12B a (so ) WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 12A Ste' 1/2 - 1 SECTION 12 SCALE:1i2'-1 INTERIORLY REMOVABLE STORM PANEL INTERIORLY REMOVABLE STORM PANEL SECTIONS PARTIAL ELEVATION MAX. A.S.D DESIGN PRESSURE RATING = +50.0, .50.0 P.s.f. SCALE:1//2'- I' P •' ��ENSa FLORIDA BUILDING CODE (Non High Velocliy Hurricane-Zone) 02915 neem.Inc. 0.050" BERTHA ALUMINUM STORM PANEL r.R.L No,4A1�7 (2.00° DEEP) mlrH Br. ' a / EASTERN METAL SUPPLY, INC °'/Z��`5 ` 90. EE C®sem.. °"'�: •• iAO � � / •'�e 1268 q v 4CIL FL \� q•. TILLR TFS77NG do ENGINEERING COMPANY IfEST PALO BFAGI.FI.J]407 15-045 h ova IM M ryz R. as PHONE(581)209-E16J,FAX'(561)041-1716 '70�`�V t�5•+s a'° EB-0096719(.NS)al1-1511 �..� �� wrt M.•w an[ LWAHING No r�o/1/S/OI A g4ty°° WAVIER A. Uo 4Jr.4167E II ur N SNEEr 7 OF 17 0-20 s.S.U4chINE ORURC CRE7ER¢IOCX . JOLT W/NUT&WASHER WAIL REQUIRED 0 f2"0.C. CONCREIr ANCHORS h 7/8'Xrur' - 1--•2500'Min.' (SEE SCHEDULE) 0 7" WINOCONCRETE ANCHORS Cant EYERY QUCO CONCRETE rRE7EK0 r2'O.C.--�0 12' CLiT PANEL WAIL REQUIRED �- �k 1.000' ' POURED E0. �9 ' ///^^^CONCRETE ANCHORS CONCRETE Gont, + + a 72'R a REOU/IjEO - -- 2'x 2'x.055'70 ALTLFNA7E LEC LOCATION 2' .035'Cont _ " Alum.ANGLE OR 2'x 4'x.125 Z 080'J105-HIS4 SHEEF I J1G5-Hf4 OR 606J-T6 ALLOY $ MtTAt Num•8ENT PLATE Cont Num.ANGLE .MN7a 6 i4ST DON 7 i l i CASE A .(Plan) CASE C (Plan) + gj SCALE t14'-7 t' SCALE: 1/4'= t' ? + LC 2'x J"..09 t JIGS H-f4 OR I ' 6047-76 ORS 0 a6t Num.ANGLE� } I WN11 ANCHORS®72'O.C. F T/8'X JfJ2- + a I 1OOD' Q. 12'A L2® _ T41IF PANEL 3 1/4'CAP 1.000 4r . � vanEs s++ � oRGLRroEDNcaEirc mocx 1.000' 17 PoURED CONCRETE Moa: f� ` ry 1 L WALL REQUIRED Cont OR CONCRETE BLOCX f!! ' \J IML REQUIRED P _ + / I I CASE D. (Plan) PtlURED CONCRETE i i �� y SCALE' 7/4" 1' REQUIRED //1�`'r - 1 CONCRETE ANCHORS (SEE SGiEDmo �,/ I I . . 0 / ;,I "-1 90•c L 1J' s j X BUILD OU)'DISTANCE ' _CEILING•& FLOOR MOUNTING 7FACXS(L7P) -- - - --- ---INSTALLA-TION-=SECTION 13_ ____.—__ 2•M x. SCALE o 1/2'-7' L ED E DISTANCE - 1/4'/eOtT 4'x 4'.."'. (SEF SCH�ULE ON Oj 24'0.G, 3105-1174 OR 606J-T6 ALLOY -- SNEE73 9,10 f U_--- - - _ ._ _ _ w/JAC,XNt? Cant Al—ANGLE _.- - - CASE B- -Pla - _ - CASE.E (Plan). NOTE ROM COMBINATION OF SECl70NS: - - WALiIELODR/GE7uxr1 Mourmvc SECTIONS CAR BE SCAM- 1/4'— 1" END CLOSURES DETAILS SCALE: 1/4"= I- • COMBINED IN ANY Wqy TO-SWT ANY-INSTALLA710N. - - - - - _ _ _ • . :.:.r�C�l//ice' FLORIDA BUILDING CODE (Non Hfgh Velocity Hurricane Zone) '. a26rff7TLTECO.INa 0.050' BERTHA ALUMINUM STORM PANEL /:2L 4�',L44 (2.0D" DEEP) ORnWN er.• EASTERN METAL SUPPLY; INC 6J4441Ffrs •'L7; �{Y i E C 4/mC. 4266 Ral RL14U5 9RNE ",�•. `f h WEST PALM fifACN.1L JJ407 ,,,{{{PPP ilUai TESnNO C ENGINEER,NG COMPANY 15-048 `��.'. ✓ n {�'^ " ta19".X.amn.ae Sb.aas,viltamA cwnOR,n ss�ns PHOXE•(561)209-020.FAC(S6r�41—lT1ff i, f n p .2 vne..,(a051a7,-,sD0.�..:L1os1m,-,All a1NW1N0 Na 0006719 M..o otHvmn MR �... nxwnan wR fy/A t5'f� '•••• lZ `,Lw Y!N-TER A TtLttl.ir..P.G ua e!-ne Vln SHEET 8 Or 17 / 1 1) •h� FLORIDA Uc.44167 , H/1/17EN#4,L�LVV�• AXThfC .A N F7 ESSURE PRATING (n SAL,) AND C01 FSPON1Pg�(�)1XlM7TAf ANc73OR _X5TALLATIONS 19 CONQUYE AND O •BLOCS �TB3TCTS AS� IKYlK1Al A5Tt.1ES:rPAGl.9 fAR L D.-J 1/1'+6 A✓RM•nr m 141GTnIH AN.tlNE1!MTJhYT5 SA1C61C f64 E D.�J 1/2'i e SEC!ltYtf{d fAl&2 Pd'42 ASA G66;N f d PIKISLWE AELLrM TAiuY5' SOIID SIT S.GTA6C9N PN0ANn5 PANRMil[i✓l5 A!!Y.1.VOwtl2Ml L1NGn1 2'[rtJ PRfSsuufl6 PEIA.T.1R iNtq'1T, SDtla SET S6TA°C'ON PANttui7TT PAYIIArE rvAS MK CPYDPMIXIN IEMlill t'(N r" (PFJ ro Iz&wne to AAmNBr m mvzlr to1Asa+er ro co—fl m wowro mm:rrFlL at A__w m ro Ittsuver Bre TNEv BA14.e IP+IJ ro La7dxE1E ro M6ma+r ro nNnnEEre ro wmvdr m ro1rPEre m Ifuwre'7B caN.cT6 ro uuw«r ro cwc6OE m IAunvn' rrF ntln N/A IZ' fN/A 12' R/A :2N/A I(TOP) t2' N/A 12' N/A IZ- N/A f2' N/A !2' N/A 1 C1UP) t2' 1t' 72' i2- 12- 7?" J2' rZ- z' 12- 1(6017011) 72' 7- 72' 12- 12' 12- r2' l2• 12- 72' 1(BOTTOM) 72' N/A 12' N/A 12' N/A 72' N/A 2' N/A T(TOP) 12' N/A 12' N/A 11• NIA I2' N/A 12' N/A 2(lUP) 9' 3- 9' 9' 9' 9' 9' Z(B0nvm) 3' 9' 9' 3' 4` 9' 9' 9' 4' 9" 2(8OT}OA) 9' N/A H' N/A 9' N/A 34(TDP) 9' N/A 9' N/A 9- WA 9' N/A 9' N/A Sl(w) 9• 9` 9' 1. 9- e• 9- 9- 9' J(007704 H' 9' 9' 9' 9' H- 9• °- 9• 9' J(60170M) 12' I1" 12' 12' 12' t2' 72" 12' I1- 12- 4(w) 12' 7' f2' !2' Y2" 12' 12' 12- 1" 12" 4(2w) 12' It' 12' 11' 12' f2' f2' 12' 12- 12- 4(OOnIAQ 1' T' 12' 12" 12' f2' I2' 12' 1Z' 1. s(Balm") 9" N/A 9' N/A 9- N/A H' N/A H' N/A 54(IOP; 9' N/A 9" 11/4 9' N/A a- NjA 9" N/A 51 mw) 12' NIA t2` N/A 12- N/A 12' N/A ' A N/A 5(807MU) 9' N/A it' N/A •12' NjA 72' N/A N/A N/A 5{607TONJ 12' N/A 72' N/A 72' WA 11' N/A '/A N/A B(IOP) 9' N/A !1 1/2' N/A 12' N/A 12' N/A N/A N/A 6(IOP) °OR °.0 iZ' NIA !1' N/A TZ' N/A 11' N/A /A N/A .(-7700) e1-p' 0.0•-4a a 9' N/A tY N/A 12' N/A 12- N/A N/A NIA B(HOTIOAI) >8=O' OR OR 1Ess rz' WA rr N/A 12- N/A rz' fVA /A /y}�p up TO F{/R 7 t.w) LESS LESS 9' N/A !t' N/A t2' NjA 72' N/A N/A N/A 7(mf) 13'-O'. IT' N/A 12' N/A 12' N/A iZ' N/A �/A WA 7(BOTTOM) 9' N/A It' N/A 12' N/A 12- N/A N/A N/A 7(BOND") N/A N/A 1T' 72' 12' r?' IZ" !2' '11' 12' 'd(IOP) NIA NIA 72"� 71"1' t2"' lZ". 12'4. /2'� t2"s I2'* 8(IOP)s N/A N/A f2' 72' 12' 12' 11- 71' f2' 12' a(BOTTOM) N/A N/A !1'6 !2"6 1.Q' 12-6 326 12`6 72'6 12'6 B(BOT(ON)6 N/A /7jq /2' IZ' 12' 12- 12'EN f2" i2- 9(TOP) N/A N/A 12, I2.6 72'6 •12-� I2'6 f2'+ 12'6 /2'6 9(mp)6 72' if. TT' t2' 12' 12' 72- 1Z- 12" 8 MOTICM) t2' 12' 73' ,72- 12' f2' 72' tT` 9(807TOM) 12- N/A 12' N/A 22' N/A 11' :/A N/A 10(IOP) 9' N/A 11 f/2 N/A 12- N/A I2' N/A N/A N/A t0(TOP) 6' N/A B' N/A 6' N/A 6' /A N/A 10(BO770N) 6' N/A 6" N/A 6' N/A 6- N/A N/A" N/A 10(6pn71N) 4' N/R 9' N/A 9' N/A 9' 9- N/A IIA(10P) 9' N/A 9' N/A H' MIA 9' N/A &' N/A 11A(JEW) (p077DA) 9' 9' 9' 9' 9' 9' 9' 9' 9.' 9- l7(LXITrOAD B` N/A 6' N/A 6' N/A 6" N/A B' N/A rJ(IQP) 6' NjA °' N/A 6' N/A d' N/A 6' A'/A t3(IDP} B' NjA B' NJA 8• N/A 6` N/A IIA N/A 7J pT7OM B' (R ) N/A 6' N/A B' 6 USE 6'OC FOR PANEL LENGTHS LARGER TINN fD'-O'AND USE T2'OC AS SWIM ON SCNfpUI£FOR PANELS LENGRtS EQU4L OR SHORTER PWI 10'-0 ..AGlYfMUM ANLffDR SPAGNr.S ARE Vig FDR 3 t/2'®GE DIStANCl OR�O.LESS INAN 3 7 - QNCNORS LEGEND FEDUCE ANCHOR SPACING 8Y NUtRPLNNC SPACiNC SNOtYR ON SCf1EDULE Rf'7HE F0[LO1wNG FACTORS {NOT£Min.E D.FOR SOUOSEr ANCHORS IS J7 Mln FOR 77115 OPZPA77ON TO BE POSSI"- RCOUCED SPACING OBTAINED!SING FAC70H SHNL NOT BE ANCHOR TYPE ANCHOR LESS WN MINIMUM SPACING INDtCATEO FOR FACN ANY'110R TYPE AT ANCHORS LE6 m �r SPACING AC7Lt<t E R FACIDR TAPCON(REGULAR 0R SG.)PANELAIATE OR PANELMAIE NAS 3' E D. v EDGE DISTANCE TAPCON(REGULAR) SR TAPOON,pANaumr OR PANamm TYAS SOLID SET , SOLID SET J' .75 50 2- 1 112 a�a•' `CENSE' FLORIDA BUILDING CODE (Non High VDiooity Hurricane Zone) S.' .2015 17LtE2a7•Axa 0.050" BERTHA ALUMINUM STORM PANEL FRL NO,AAA67 (2.00" DEEP) ORAWN BY.- fr EASTERN ACETAL SUPPLY,•INC °J1 'S k / IMC. \ 4?Bd htsT ROELL D/BYE •`'Y''�` TIWT TESTING&ENGINEERING COMPANY WLSI'PACN BFACi[,R JJ10T '%yr i„s' Y ,i`r.•',4L�, BT56 N•M.3uU.5L 5b.]II!YA411M GVNp15.Fl.5,1100 PHONE'(56t)2a9-6Z�FAX:(561)817�7]t6 75-045 `PasISSIO��H� 0��`�4' WALTER A,TU jrl' P.E t-7sss �.w :n I-„1 l DRANKCN 141!1 III%' FLORIDA lJc.A4767 SNEET 9 OF 17 _ t . A.L.D. DES7 N s. 0729E 7NG MAXAftTdf (tit 7 SP MR Mff9RM AW QO ,_J?WCKSTI2IICINFWr AWiNU4 INpNW A'ArNi6 591CNC IOR E 0."J!/Y'k 80AAxt vxays sttu ar s¢cawrw PAVO.fai65 P 2 rvAr A11iu'A6LE ro rwONtw Wmeuu AVfJIRSS.+PAt$•C ION c o.-J!/z'k AnN.rle[E m _ {L1r9lO faklJ 6fC11IXS f d N VO Pk— AMMW m RWCMIE m INRrl/tf ro CCYIfAEI6 ro/N.$4RY ro NaA:HOE ro NlfpfPlT m MI.VKTf ro NISP'4+r m m N�SM+rtI' ANY iRDpf4BAN LavoI Z'(nJ Rt1tOf9 fta..J / (IfM TFMGNS SIXO RT Sc1MCON• PAIFIMIILS PNRNI'IE NAS AYr WMffiWfigN LaN[M 7'M ro cwrn¢tE m rasevmr m 6awktC 1D Ntsvmw m cuti'm+5 m uuyx+Nr ro rnraltle m N4TaaaT m caxnerr m aNram NR+I t2• NIA r2' N/A 12 NIA 12" N/A JVIA. N/A I(TOP) 1r' N/A It' 'WA ill WA 71' N/A fl' N/A I(mP) 72' 7' 72' t2• 1Z' !2' 12' 1.2- 12 Z. I(80770M) I1' 4- 11' 1t- 17' 11" 71' 7' it" 7" 1(Bonmit 12" N/A (2' N/A i2' N/A T2' N/A r2 N/A 2(top) it, N/A t7' N/A it, N/A it, N/A 1l' NIA 2()OP) e' 7" H• 9' 9' 8' 9' 9' 9" D' 2(80770N) 8• 4' 9' 9' 9' 9' 9' 7' 9' 7" 2(BOTlobQ 9'• NIA 9" N/A 9^ WA H' N/A 9 N/A 34(YUP) 9' N/A 9" N/A 9' NIA 9' N/A 9' N/A S{(IOP) 9' 7' 9' 9' 9' 9" 1" 9 9' J(60rmw 6' 4' 9' 9' 9" 9' 9' 7' 7' J(007706) !Z' 7- 12' 1. 12' 72' 12` 12" 12 12" 4(TOP)• Ir' 4' 11' it, it" !f" r7" 7' IY' 7" 4(IOP) 12' 7` iZ' 12' !x' 12' 72' IS' 12 12' 4(60I71W) n" 4- 11' it' 111 if' 1t' 7` It, T• 4(9oR01t) .9' NIA 9" N/A 9' N/A 9" N/A 9 N/A 54(;OP) 9' NIA 9` N/A 9' N/A 9' N/A 9' N/A 54(IOP) !0" N/A 12• N/A 12' N/A 12• N/A N/A' 5(B0r70M) 5" B• Y N/A 9' N/A 6' N/A N/A N/A 5(80170d) 10" N/A 1' WA IT N/A 12' WA N N/A 6(TOP) 9' N/A t0' N/A i2' NIA It, N/A WA N/A S(TOP) 40.6-40.0 to* N/A T2' N/A !2• NIA Iz' N/A 11N/A 6(tmI70M) 8'-0' +sox.-SRO 8' N/A 7' N/A P. N/A 6' N/A N/A N/A 6(SOTMU) 9'o• UP TOUP To I 80.0.-6aa 1o" N/A 12' N/A 12' N/A 12' N/A N),4 N/A 7(IOP) 165 +80.0, 0.0 s' N/A 7' N/A 9' N/R I e' N/A N/A N/A 7(TUR) LESS lo' 11/A 12' N/A 12" N/A t2' N/A N N/A 7(DOMM) 5' N/A 7' N/A 9" ,N/A 8` N/A NIA N/A 7(60TTOM) NIA tlIA W.' 12 12' 12' 12• tT 14* 12' 8(!OP) IIIA N/A 12 12' !x' 12" 12' 6' 72' 8• D(top) N/A N/A t2' 12' 72' 12' 12' 12' 14- IZ" 8(60!101) 'N/A N/A fE' /2' 12' W 1' 6' 12` 6' 8(60T70E1) N/A N/A f2' TZ' 12' Is' 12' 12' t4* I2' 9(IOP) NIA N/A t2' t2' !2' 12" 12' 6` 72' 6" 9(IOP) f2' 12' 72' 1 72' 9(eormmj 1f" 4' 11' i7" 1T i7" fi' 7- it, T 9 Mariam) 70' N/A 12` N/A 12" N/A 12" N/A N� N/A CIAI-1) 9' N/A IO' NIA 12' / N/A it, NIA N/A t(IA to(1r.P) 6' N/A 6- NIA G" N/A 6' WA N N/A 6' N/A 6' N/A S' N/A 5' N/A N/A N/A to(60770M) B' 7' NIA N/A N/A NIA 9' 7' 7' O' 4' N/A N/A N/A N/R 9' T' e' 7" 1I(NP) H' Y 1(/A N/A N/A N/A 9' 7' 7' e' 4' NIA N/A N/A NIA 9•' 7' 9' 7" }t(sonoM) 6• N/A e' N/A 6' N/A 6- N/A N A NIA a- NIA O' N/A S' N/A !(/A N/A N/A iJ(RR')N/A 6' N/ANIA 6' WA A N/A 6' N/A f2" WA 6' N/A 6' !t/A N/A ii/A 7J(80770HJ :MAkHNM MOR SPACNL^SARE YAUD RIR J f/2'ELiGE OG:TANCE FOR E0. THAN 3112, Min; "R.CC ANCHOR 51=1.Br MtILr7P.SPACRrO SHOWN ON SCNEOULE BY FOLEOf1/NC FActaw. � ANCHOR 777E ANCHOR (NOTE Min.60.W SOUDSET ANCHORS IS.7') SPAChYG - - - - PC iNTS OPER4TRLN ro'6E POSSIRL$REDUCED SPACING 08TAGMm!!5lNO FACT R SHALL NOT 8£ TA"CON(REOU[AR OR=)A4Afa AIL'OR PANa.WX WAS J" ms WIN NINIMUN SPACINO INOIC47ED FOR EACH ANCHOR TTPE AT ANCHORS END _ FACIOR SOLID SET ACRAL E D. TAPCON(REGULW SC.TAPCOI),PANEWATE OR FANSUM4 TYAS SOUO SET X6 .75 r/x' - s0 — ```��;gttlititStt44T y77j7A _ +�(E�p; FLORIDA BUILDING COOS (Nan High Velocity Hurricane Zone) `�`�` ezots•TWED0.ma 0.050" BERTHA ALUMINUM STORM PANEL F.R.I.. (2.00" DEEP) DtuliN BTT EASTERN METAL SUPPLY, INC °'/a`,�•Ts 11 E C O mc. 4Z68 W15T RR405 ARNE "'O,.•. /ti k p(� ' i". TIWT TES11N0&ENGINEERING COMPANY %aOrl209-PAW 26,1VFA . JN07 15,.,�,J�r ,;.'� ! rav+l i{,�,� au6 8.11.Jath.a,na wL 1taa1M w00+s.R J.11eo PHONE:(SOIJT09-HTGT,FAx:(567)641-1716 • �T ('. yh,n,I{�6Tt-190.Fcl x{J09)071-191 la'4 m �,� ,- DILlIONG No • •"< Itn'' QR+��,C^ 1�-y'"'T ti EO-0006719 ��F,I S•�r ,. \`t yy�• WALTER a T[Llr Jr..P.E. 4oO N-ur a SHOE!10 OF 17 FLORIDA Uc.44167 • ki71tPltttflglitt � . I M arAxiae M NCPiOR AND com= mom Asn DT'�'vsw A"•YB1'w AM7lMr rrnrA,r roB B a. •s. APRRAW£ro - Alav,.TA1 uw,na AAcmaPr.svAa,c 1w e n-J I/ra. - Arnnwur To S[CD[VIr/6 LNYAVM BIM1Tf. Aia DErliZr SECn076/• AtUn"N Pw•QL PHID'IME 6EGU(M)N TWT JNIOi SET SGTNSON PA•h3WiFS �N AN/m4pH1iAN IENCIII 1•(n) PF£1SIWE PFLWNl TMW.�6 SD(10 SfT .SGUKOV MWZllll6 PM'6MIR'Ml5 MIY CVA/OlNDWI III•CM 1'GIJ M1ac(r•4 ro GurthETE ro N.mxxr ro ca+>:x>:rE'ro AAISDNHY ro cmvsrr ro vuawr m caAextTE ro AwnvOv ro ro AasavBr a•-Mev Nn'd1G(P=•6) ro 6,:xn¢1r ro NAsn,an ro ttwr61E ro 4lydY1Y ro roNGSE,E ro uuav9r ro ruxmTe ro wsrn6r ro mnemE ro AAOfiYPN O•Mlu 12" NIA 72' N/A 12" N/A 12" N/A 2' NIA 1(TOP) B 1/2' N/A 9' N/A e" N/A 9' NIA 9' N/A 1(TOP) 12" 4 1/2' !2' 12' 12 f2" IZ" 6 1/2' 2- O 7/2' 1(BOTTOM) 9' 7' 9' 9' 9' 9' 9' 7" 9' 7- 1(BOTIO)II 1Y WA 12 WA 12' N/A 12' NIA 1' N/A 2(IOP) 9' N/A 9" NIA 9' N/A 9' N/A D' N/A 2(IOP) g' 4 I/2' 9' 9' 9" 9' 9' 8 7/2" 8 1/1" 2(. TmN 9" 4- 9` 9' 9" 9' 9" 7" 9' 9 2(SOMAI) A. N/A 9' NIA 9" N/A 9' N/A N/A JA(TOP) e' N/A 9' NIA 9" Ai/A 9' NIA 9' N/A m(IOP) 9' 4 1/2'1 9' 9' 9' 9' 9' D I/2' B 1/2' J(BOTTOM) 9' 4� 9' 9' 9' 9' 7- 9' 9' J(BOTTOM) 12' 1 4 1/2'1 72" 12' 12' - 12' 12' B 1/2" 2' 8 I/2' 4(IOP) 9" 7- 9' 9- 9� 9' 9' 7' 9' Y 4(SOP) 12' 4 1/2" /2' f1' 12 12' 12" B 1/2" 2' 6 1/1' 4(BOTTOM) 9' 7' 9' 9' 9' 9' 9' Y 9' 7' 4(BOPOM) H' N/A 9' N/A H' N/A 9' NIA NIA 54(Top) e' N/A 9' N/A 9" N/A 9' N/A 9' N/A 11(TOP) 6 1/2" N/A 7 r/2' N/A B' N/A 7 1/1' N/A /A NIA 5(BOTTOM) 3' NIA 6' N/A 7' NIA 7' WA N/A N/A 5(BOTTOAQ 9' N/A 9 1/1' N/A !0' N/A 9 V/2' N/A /A N/A 6(7P') 7' NIA H' NIA 10 N/A 0' NIA N/A N/A 6 emp) 44D.0,-40.0 6 1/2" NIA 7 I/2' N/A B' NIA 7 1/1'• NIA /A NIA 6(B0TR1A) >H'-0o' 490.P ro D 3' N/A 6' NIA 7' N/A Y N/A NIA NIA 4(Dom") OR roUp OR +baa To 6' N/A 6 1/2' N/A 7" N/A 6 J/2 NIA IA N/A 7(TOP) 72=6' tlm0.-/Ja0 3' N/A 6' N/A 7' N/A 7" N/A N/A N/A 7(IGW) U�`6 6' N/A 0 1/2' N/A 7- NIA 6 I/2"' N/A /A NIA 7(B0TR1M) N7- N/A 6' N/A 7" NIA 7' NIA NIA N/A 7(BOTIOAI) N/A N/A 12'• 12"• 1,2'• 12'♦ 12'• 6"• %'• C• 0(IOP)• NIA 12" 6- 17.' 6' 12' 6" /2" 6' a(!OP) N/A NIA 12'• 12" 12"• 12'• 12'• 6"• J"• 6"• B(BOTTOM)• NIA 12' •6" 12 6" IZ' 6' 12' 6" 0(BOTDM) NIA N/A 12" 12'• I2'' 12'• I2'• 6'• 1'• 6'• 9(IOP)• N/A 12'' 6' f2' 6' 12" 6' 12' 4 1/2' 12' 12' 12" 12' 12' 0 i/2" '2' 3 7/2' 9(BOTTOM) 7' Y 9(BOTOh) 9' Ar/A 9 1/2' N/A 10' N/A 9 1/2' NIA /A NIA 1)(TOP) N/A B' N/A 10' N/A 9' N/A N/A N/A 10(10P) N/A 6' NIA 6" NIA 6NIA /A NIA 10 PonvM) N/A 6" NIA 6' N/A 6' 'NIA NIA NIA 10(BOTTOM) 9' 4 1/2' NIA N/A NIA NIA 9' 4 1/2' 9' 4 1/2' 11A(TOP) 5' 4' NIA N/A N/A N/A 7" 7" 7' 7' IIA(TOP) 9' 4 1/2' NIA N/A NIA N/A B' 4 1/2' 9' 4 111' f1(GOD A0 5' 4' NIA NIA N/A WA 7' 7' Y 7'- If(BOTTOAT) 6' N/A I N/A 6' N/A 6' N/A /A N/A IJ(IOP) 6' N/A 6' N/A 6' N/A 6' N/A N/A N/A IJ(roPJ 6' N/A 6' N/A 6' N/A 6' N/A /A N/A iJ([AOTJDA) 3 N/A 6' NIA 6' N/A 6' N/A N/A N/A 17(BOROM) •USE 6'OC FOR PANEL UN'CHIS LARGER THAN IO'-O'AND USE 12'AS SHOWN ON SCHEDULE FOR PA VELS LENGTHS MAL OR SNORTER MAN 10'-0' ANCHORS LEGEND MN. •-M!U7MUM ANLHOF SPAGNGS ARE UAUD FOR J 1/2'EDGE'OLSTANLE FOR E D.LESS'THAN J f/2; ANCHOR TYPE ANCHOR ftEOUCE ANCHOR SPACMG BY M(IL77PL17NG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTO SPACING (NOTE Min.EO.FOR-1000SET ANTHORS 6 J77 FDR 7N/S OPFRIRON TD BE POSS/BL&RFDUCtb'SPACING OBTAINED USING FACTOR SHALL Nor BE TAFCON(REGULAR OR S.G.)PANELARTE OR PANELAMTE TVAS 3' LESS THAN AONIMUM SPACING INDICATED FOR EACH ANCHOR TWE AT ANCHORS LEGEND. EDGE D15TANCE FACTOR SOCIO SET J' ACTUAL E D. TAPCON(REGULAR) SG TAPCON.PANamTE OR PANELUAM TYA5 SOLID J' B6 .75 2 1/2" - .71 .50 1 1/2 73 ..N� ,.•" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0205 TcrECO,rxa 0.050" BERTHA ALUMINUM STORM PANEL F.R.L. ' No.441 G (s.oD" DEEP) DRAWN er.• 03/24/15 ®Twl� EASTERN METAL SUPPLY, INC BATE A•• 4268 WEST ROADS DRIVE r i c WEST PALW BEACH.FL JJ407 TILLIT TESTING S ENGINEERING COMPANY 'i�Cn�t '•' '., .��\''` " 6156 H.N.JeN,x.SW JDs,VMIM V7bF]6,T.]]la6 PHONE(5(561)ng-820J,9-82GJ,FAX.,(50)841-1716 15-045.MAKINGNo' (Jw)07EB 0006719(.asleTl-Im1 WX.�IDA U Lrr J 1 7 E SHEET 11 OF I7 ( 1/4'0 TAPCONS L17N, 1/4.0 TAPCONS W/t t/2'M!K 1/4'0 TAPCONS TGRDID£0 Pd&7RA710.V W/J 112'MLN. � MRFAl�D Pt7UEtRA770N W17/2.w/ 11FL7 ENlS71NC WOOD 717REAOED PENEW77ON 10 0?SRNG WOOD ER.(SEE SCHEDULE) lfCA=(SEE SCHEDULE) THREADED PE74EMARON TO DER,NG WOOD (�-bt 015vllG WOOD �(;Z50" HEADER.(SEE SC/IEDULE)- 1 -I jf NEADLR(SEE SCHEDULE) 1.125'i —L 3 Cm1t I"M("'}- ' *0 +fl ' 9 .500' f z5D• °' I " Min. Min. I 1 i - i I L.7 L� •T., I Z I I Cont L� I Lt N I WOOD HEADER I I I I WOOD HEADER I I j HOOD HEADER i WAD HEADER I I-0 i REQUIRED I i i REQUIRED 1 RIDUIRED 1 I i i REDU/RED i i i 'yl` 1'Min.SEPAR1nON ro CLASS I I I 1i 1 1 STO GaLAs5 N I� i I ,�� I F I TO GLASS I I 1 j i I I I I 1 b Op��{/P770N it L ' ALTERNATIVE 3A I I IiI Iwi 7/4'0-20 s 3/4' OWs, NVt7 t x .'I 114',0 TAPCONS WHO, t 1'M'n. j I /2 D.R ' I I a 7T REAe��PP�NE7RA17ON i 56PWIibN i t I I 1 I L i q TO EER.(G WOOD xt �-TO C1a455 I i � i HEAOpt(SEE SCHEDULE) N 1 1 { Comr 'Cont �� Z•REwr m'C ( (OPEN POSf11ON+) �n 3 1J4'0 rAPCONs I i F i j 2. W/l J/2'MIr�THREADED �`1 MJn. I i j It{ PENEllL3170N B APORMW 1 I 1 I I I I t u5 - OF PL1TE(SE£SCNE'DU1.E) ISI i i 1c_7�1 I I —I.'''.:•s I I I — I r.;•. I I �:+. '�' i SF-CTTON EID ANCHOR -•ter I HOOD HEADER W 1 I 1 .500' REQUIRED LQTO't 1 t cprr. Coal. Op)loN a2 ' ) " ALTERNATIVE 3A FA/.V;i J2'WNQ lU7'AO 2'W.WARm 9 Cont 2"FE9( m iT I I 1/40 TAPCONS SCREWS W/1 1/2'Mie 1/4'0 TAPCONS .� t i 1HREADID PENEM710M �W/7 1/2"Min.TNREAUED �— E—�-_---- I ®MlDiNOnL DF P447C 'EXE7RAnON®Mll)WRnN 1 t i I I I P.SCHEDULE) OF LA7E(SEE SCHEDULE) I--1^ 7 I --�• s4ECT70N Q ANCHOR ro CLASS ! t 1/4'0-20 x 1114' i i I 2>4'rurr CONT. SJs DODW/TR-' ----ALTERNAT VE I -- - t 1 -- ---- (OPEN POSRN t 2 NUiO SCAE 112* -1 f O 70 C>LtSs I W IL .500• i I I i 5 conA i SECTION®STUD 66 4ING"'fir8 ALTERNATIVE 4 EVERY STUD. w i o 12'O.C. Ny a �- NOTE-FOR COMBINATION OF SEC S 1/4'0 TAP04NS _ _ __ _ _ -. _. y-.. , NlljtT�1//1 I/2'Mn. 17NRFi10ED � -CLOSED AT NON WALL MOUNTING SEC77ONS CAN BE \; PO RON 9 M W/OTM _ RT _ _- �_wl p..........,y �E(SEE 5CNIDULE7 NU$7tG4N£CON01770NS- - °! COMBINED IN ANY WAY TO SU? INSTAL1AT70N. +. v ,�F,:y� rF L AZT��' �j'' UILDING ODE (Non High Velocity Hurricane Zone) sc :'�2. ,vim w o2ats 17=0,INa 0.050" BERTHA ALUMINUM STORM PANEL F.R.L. NOTES: �r a (2.00" DEEP) DRAW On aim 1.INSTAUANONS ARE ONLY VAU FOR MAX.A.S.D.DESIGN PRESSURE PA77N v °�• 7 EAST SECTION.9 STUD ERN METAL SUPPLY, INC aJ 4jts AND PA74tZ LENGTHS AS PER HFDULES ON SHEET 2 ALTERNATIVE 9 1 L EIC AMG. 4266 WEST ROWS OR" 2.SEE ANCHOR SCHEDULE ON S MS 16&17. �+ •• " TILLIT TESTING k ENGINEERING,COMPANY War PALM N••17107 (5-•045 STALE:I/2'-1' t''�, 6llt!nx.�svti.R ss S Y NA svmcta.r>.S71¢s PHONE(561)2D6-6T[LT,ENL•(561)641-1776 3 FOR NEW WOOD FRAME CON UC770M WOOD MEMBERS TO BE SOUTHERN ijf/ �-t°���� rn,,,.r po4MTr_fsTa.r r(]as"I-Imi ,,,�.• asnrrw art la+-n. aoocmol w1c N. PINE No.Z W SPECIFIC D !IY OF 0.55 OR EQUAL. Ai Af 1 `a9'+� EB-OLIO671s SHEET 92 OF fT / FAr Efi�G� >+� WALTER A.TILLLr J,.,P.E. ua n-A,• n n+ Lill 1 ill FLORIDA U.H767 1µl4`tl TAPCONS pO24 TRUSSES RE4UREolER� PA700 TRUSSES OR RAF7ET' /1 71X'Mln.7NRFARED 4 24'O.C,REQUIRED PENE7RARON 7D a=NC WOOD HEAOER.(SEE SCHEDULE) • .500- OD" Min. EO y EQ_ EO I. Mrn. I I I A.n.{606J-T6J I JI>� ' • � i � Atvm.TDDE W/ i r l I a x J/a'I I fJJ 5/re'a x i 11a 0 x Jl4' u/4 L1 y-1-1 i i i� ul� I i Inc scREws ro 1 1m/eu2DEu I I I 1 ' WOOD HEADER I I IB ISORC.F9 1 I i � Vin. 7E SCREW I ®6• 1�}JJ� REQUIREDi i i I ¢cont Ex/SI7AG mm oF I I I 1 i i MEFBINE'R7/4' ry 1I1 RWEO¢O!D1lRHEWER AWDM I'tiin.SEPARATION 2 TO CLASS i0E0 IJ/4NIJ2NETRATION. i t1i 1 , nCF.t. W i I 1 1 1 i 7 T 12' I ALTERNATIVE 5.4 A TERNATIVE* 6A ALTERNATIVE ^n CA1E:712'—r' w SCALE: 7/2' (LIMITED TO +60.0, —86.0 ps.f. DESIGN LOAD w (LIMITED TO +60.Q —G6.0 w �. p.s.f. DESIGN LOAD. w x AND OF 7O 9=0"Max. PANEL LENGTH) AND UP TO 9=0"Max. PANEL LENGTH) 1 1`Mr. 1 1/4'a IAPCONS W/r 112-MAI, I sEA4AA7 N THRINDED77w .PENE7ION t TO Doss —! 4 To WHO WOOD READER.(SEE'SCHEOULFJ m 0 Cont Iy '- ARIRON-I I i 1 °' �SEPARARON—"i i i • i NUr 70 OL45S 0 I i i 1 i 7 i EVFRY STUD I 1 1 7I8G N 2_ J1/144'SSo O 12'O.r- -EVERY s7UD x •+''•.:': I I 6OL'75 I i I T w WWG NUT® I W 1 i I I I 2 X 6'.EO WOOD ' ' o>: '12'0.C. I ' i WOOD HEADER I 1 7 n 'DECK t7 ' ' "1' 2 X 6 WOOD I I I ' I REQUIRED I I I DECK REDID_ ! i 2- M OPTION 12 nEamRm . 1/4"/ET.CD PANEL ALTERNATIVE WmY OR SG.TAPCoNS 5A Wl2-MR.7HREADED fit. ^'�..�,.•._,., PENETRATION o MIDWIDTH OF PUTS TPIC4L TDP h ` DOITOM.{SEE SCNEDUtf) 114'0 S W/t 11410 rAPCONS ALTERNATIVE 8 7AP (SEE A CE0 1v MIN. _ W/1 112'MVH. SCALE:112'-1' TNAFASDED PFNETRAPON IN AGED PENETRATION H®ULF� LTERN _A VE 6 r t/2' r' ALTERNATIVE 7 y i i GALE: I I 17/a'x J/Jz' SCALE;112'=7' ' WING NUT I I I S 1 I-EVERY oES: ¢NOT I 2 X 6 IIDOD COOL L INSTALLA77ONS ARE ONLY VAUD FOR MAX.A.S.D.DESIGN PRESSURE 2177NO NOTE FOR COUDINNA77ON OF SEC77ONS / D£C7C REDID 1 i AND PANELS LENGTHS AS PER SCHEDOEES ON SHEET 2(EXCEPT AS NOTED) - ..I 2_SEE ANCHOR SCHEDULE ON SHEET 15&1. WALVI'LOOR/CEIUNG MOUNTING SEC77ONS CAN DE tM1lu%)t){j l• COMR7NED IN Ay WAY TD SUIT ANY INSrALLAnom. J.FOR NEW WOOD FRAME CONSIRUC770M'�, �E}7�G,E yrTP� S'DUTHERN PINE NO.z, {Y/SPECFJC DENSITYO �.EQUAL• FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 7- NiS� '••1�j� 028t6 Hueco,IDr, 0.050" BERTHA ALUMINUM STORM PANEL 1/4v rAPcoNs yf NO•Q�� '(2.00" DEEP) DRAWN BY. WI 1 f/2MIN. -� sr"x OJ/2!/f5 7NRFADED PENEM ON -o• 1n'[� Ip�� • •- EAS3ERid METAL SUPPLY INC aA>E (seE scNEDULEJ n A L * i t. um�® pFrG.• 9268 WEST R410S DMYE' 1 ' �' J�^j TILLIT TESTING!C ENGINEERING COMPANY WAST PUN SEACA R M407 ALTERNATIVE 5 "<;;, �Q aus N.w.]6a 5 sb.]n1,WCINu aum01$.,.10^ PHONE (661)289-826J FAX:(581 1-1718 15-045 scntE:r/z._1. ✓�``rhr��IUq�. �a ;t,�i,``ti`�~ vn..IWALTTLERA. UJrJi'si.E -Tal swEr 1aoF17 RI OD 114"0 LONG ELCO 0024"70.C. REQUIRED F7ER PANEL MATES OR S.G. TAPCONS W/2"Mtn. THREADED METRA77QN TO LYISTING WOOD NEARER. (SEE SCHEDULE) .500" i SP I I 1v X A 1AJ11 KA pis k3 •q,' �, I I _ 1.,x 4'x 1/8' /8"0 x 3132" 7 j � Min. (8083-76) WING NUTS 0 12"D.0 -T--- Alum. TUBE W1 (3) 5116'0 x 4' ( I 1 I 11410 x 3'14" I I I LAG SCREWS TO LTW/BU2DEX 1 I 1 EACH 301ST. TEK SCREWS LOCATE SCREW I I t I 0 6'O.C. ! 4 Cant. AT MIOWIDTH OF WOOD HEADER I I I i I I E7lISRNG WOOD I REQUIRED I j I I MEMBER(2"Min. I t I I h j f i I NOMINAL WIDTH) - W1 2'Min. 1 T"Min, IjI 1"Min. i I• I 1 N THREADED —SEPARAnnN - i i C, -•i SEPARATIONTO I 1 PENE77WlON. I cSs I I I h j TO GLASS •'i w 1 i i I _ O - �- ALTERNATIVE IOA y 1 I 1 1 7/6"P x 3/32" ! 7 t ! WlNc NUT& SCALE: 112"= I" w 1 - I I I evERY sluo w NOTES.¢ (UM?ED TO +60.0, -66.0 p.s.f. DESIGN LOAD x I AND UP TO 9'-D"Max. PANEL LENGTH) 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.O. DESIGN PRESSURE R477MG I i y & PANEL'S LENGTHS AS PER SCHEDULES ON SHE&2 (EXCEPT AS NOTED) 2- SEE ANCHOR SCHEDULE ON SHEET 16 & I Z - I J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE I i i i 71810 x 3132' SOUTHERN PINE No. Z W/SPECIFIC DENSITY OF 0.55 OR EQUAL I 1 I 1 WING NUT 0 I I I 1 . .; •,,.•• I I i EVERY STUD ' 0 12"0. C. a ; 1 t ( ( t¢T114M7FU!lf11r: -_I__I __., .w g_ I NOTE FOR COMBINATION OF SECAONS: 0tt ER trr w i t I - _.j.- -11' I__ I I 2"x 6" f�P'�:....A, I i t� WOOD--DECK'-- - - SECTIONS-CAN-'GE- R' •' "-• is j cant {- REQUIRED COMBINED N ANY N AY�ONSULT ANY INSTALLATIONO F . 10 ( i I 1 MIN"I A'LOWEOJH :. ,: 1110 2"x 4"PLATE Cont j I REQUIRED y 0 TAPCONS '•fi�,tl';X --- -- W/ 1 112"Min. '�i��CP.p.' THREADED-PENETRARON 0 MIDWIDTH OF PLATE (SEE SCHEDULE) b 1/4"0 TAPCONS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ALTERNATIVE 9 Wj i 112"MIN. oz6rs ntrea 6rc 0.054" BERTHA ALMONUM STORM PANEL FAL ALTERNATIVE U T}lRFADED PENElR4770N 2 00" DEEP OPAWN en SCALE: 112'= 1" (SEE SCHEOULE) ( . , o3/2atfs SCALE: 112"= 1" EASTERN METAL SUPPLY, INC 147E 1' -FTE iL C.Q t ti c. 1260 WLsr ROWS AWW INSTALLA U0N DETAILS ON EXISTING WOOD B ILDINGSTIW '?T TESTING&ENGINEERING COMPANY IYEPAW VEACN•FL J3407 15-045 ' C3Ti Oas sew s�,sta sas,vmcTlti�n.`0— PNOHE•1561)200-6263,FAC(661/911-1776 Pnw t 4 9)aTi-1—.r t Pas)67hrmt a+:im oCKR1A1 mnomrt rws OmwmG No M-0006719 a0 rr—vr WAITER A T1t.ltr Jr..P.E. SHEET T4 OF 17 FLORM tie.— 1 7/8'MP. 2• EXISTING 1 7/e"Alin. 2' IXlST7NC PENETRATION rRlax.� BRICK VEENFJt !/4'm>"ELO mate PANELMATE PENETRATION rAlox.-{ BRICK VEENfR i/4 Cx8'ELCO male PANELhWTE NAS CHORS OR 1/4 0 TAPCONS I I 7195 ANCHORS OR 114-0 TAPCONS (SEE S HEDULE). (SEE SCHEDULE). I 3 C _ _ ___ _ - __ _ _ ®cont. . 250" - --- - - - - .500" Max. 250" WOOD I I -� WOOD { REQUIRED I h H67DER o h REQUIRE EXlST/NG i nk §�Chyl IXISITNC I a I I AS APPUC4BLEZ ANGLE N� 1 d 5 STEEL ANGLE LINTEL d AS APPLICABLE 1 II I 4z II 2 u j l -SU'ARARON i 1 o W I I 1'Min. j ti In TO GIAST =W j SEPARADON I W I I I u I I TO GLASS OPTION Al 0P77ON A2 ALTERNATIVE 11A ALTERNATIVE 11A NOTES: I o - 1 I 1 m 1. INS7ACL47)ONS ARE ONLY UAUO FOR MAX.AS-D. DESIGN PRESSURE RA77NG IX/S71NO H AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT AS NOTED) 2 X4. BRICK SILL i ? 2. SEE ANCHOR SCHEDULE ON SHEET 16& 17. Iv00DI ' J. FOR NEIN WOOD FRAME CONSTRUC770N: WOOD MEMBERS TO BE SOUTHERN PLATE i PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL, I � • IXTth4^ I ry TYASF/7NC AS ' j 1 ^' 'tPAUGeLe I •NOTE FOR COMBINA770M OF SECT70NS: PENE7RARON � d I I e WALL/R.00R/CEIUNC MOUN77NG SEC77ONS CAN BE C==-==-- ------ - COMBINE IN ANY WAY TO SUIT ANY INSTALLATION. I Alox J500' EXISTING ® 16'O Max.RD'O ...'STUDS 5 Cane I a``Vjp13tEF1A; EXISTING Min. 1/2'PLYWOOD EXISTING 7••/� 11410 x 8'ELCO mole PANLZh7ATE REOb(IYPJ W/FASTENING BRICK SILL 1/'•0-20 x 3/•F' � I"I CFIy '••`/� NAS ANCHORS OR 1/40 TAPCON TO STUDS AS PER SCTION 2JO4 OF THE , BOLTS W/7/8'x •• RID (SEE SCHEDULE)TO IXl571NC PLYWOOD.FLORIDA BUILDING CODE J/Z"WINC NUT AD 12'O.C. ALTERNATIVE 11 BUILD-OUT INSTALLATI N ~~ SCALE: 1/2'= 1` %111 mA1"�4 *VALID FOR MAX. A.S.D DESIGN PRESSURE RATING 50.0, —60.0 p.s.f. FOR UP TO FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 78" PANELS LENGTHS, AND FOR +50.0, —50.0 p.sf, FOR PANEL LENGTHS GREATER 0.2015770MO,INC 0.050" BERTHA ALUMINUM STORM PANEL FILL THAN 78" UP'TO' 108" (2.00" DEEP) DRAWN Or. aJ/Zt/f5 INSTALLATION DETAILS ON EXISTING W OD BUILDINGS 7L E C® irL�. EASTERN METAL SUPPLY, INC 4268 R'6T R0405 OR1YE TILUT TESTING 4 ENGINEERING COMPANY REST PALM BEACH,PL JJ407 8396 RN..11la�.SL,St..30^.MGNt^CAImF)IS.R 11140 PHONE(561)209-B25J,FAX(560041-1716 15-045 ITnw:0057 -t6H1.Fm:(wt1o71-1111 �,. m[ c�r^I ORAWNC No SEB-Oo0G71e °IX"�"'^ WALTER A TlJr.,P.E, lYe II-ul /u SHEET 14A OF 17 FLORIDA Ll..44167 1/4'0 TAPCONS W/ 1 112'MIN.THREADED PENE7RABON TV EXLSBNG _ (StEEDSCNEDUW "4-•-20 M S MACHINE 0L7 W/Nur e,WASHER &12.0.a _ N®2 16 Cone I. EV17tY 77JO M 12'� C. O I I s � I Cont. I I W000 HE4 E00II2 RE015Rt I �1MTn. LAISS BON '.cLAss j I i I i i i 1'M'n,SEPARATION GL4S!7 I I I � , 7O GLASS i / i $.S,BOLTS 4Y/3740x I 1 i I i I 0 3 WINO,NtJl/a i 7 a , I r2-1Nur M t t I I t o.a 1 I I I 1I I 1 t 2i14-MOD r' I OECKBREDD I i �PLA7E REO'D. MIn. �1.a00- 11 i i 14 i 1 � ccnL I I i 1/4-0 TAPCON$ 114-0 S.G.TAPOONS OR 114-0 (DOR 6 cont. t PANEL MATES IV/FULL —'" THREADED PENEM770N 70 1/4%7APCONS PLYWOOD: (SEE SCNEDULg7 IV 1 1/2'MIN. EXISTING Min. 112-PLYWOOD 7HRE40EV PENE7RABON RET7'U(TVP) W/FASTENING (SEE SCHEDULE) 1O S. .'PFJ7 SECTION 2304 OF THE ALTERNATIVE f3 FLORIDA BUlWiNG coDE SCALE:I/2'-I' ALTERNATIVE--14_. NOTES; 504LP:1'12'm I' --- 7. INSDIUL TONS ARE ONLY VAUD FOR MAX.A.S.D. DESIGN PRESSUR RA71AIG *VAUD FOR MAX A.S.D. DESIGN PRESSURE RATING +50.0, —60.0 p.s.f. FOR UP TO AND PANELS-LENGTNS:AS-PER SCHEDULES ON SHEET 2 76" PANELS LENGTHS, AND FOR +5.0.0, —50.0 P.s.f,,.FOR F_AN_EL LENGTHS GREATER 'E A Z SENCHOR SCHEDULE ON-SHEET 16& 1Z- THAN 78"-UP-TO 108- 3. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE$0 ERN PINE No. 2, W/SPEaFIC DENSITY OF 0.55 OR EQUAL , FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) IQ F . .050" BERTHA ALUMINUM STORM PANEL r.Rt NOTE FOR COMBINATION OF SECRONS 02015 77ECOINa 0 ; R1tS .�.,t.c�.—�-c (2,00" DEEP) allWN Br. WALL MOUNTING SECTIONS CAN BE COMBINED TN ANY'WAY TOSUIrANY INSTALLATION. EASTERN METAL SUPPLY INC �,{,'f�? p . /TIRE !N 4265 asr RaWS GRAN a 1w7e Y` ��M`y TAUT TESTING&'ENOINEERINO COMPANY WEST PNM BEACH,FL 83107 1J�-'QA<5 PHONC•(561)209-5264 FAX(501)541-1718 A�, {�[� r!'y 4y3 Mwi.:rJaslo7t-uao.rm:[aof)w1-tsTt ORAWINO No AAAhr1VJJ$1QNA j44ritizy`.� WIApIM�44 67'E Rv w ao rant we rer.w wu.nw wa SHEET 15 OF t7 D. DESIONERESSURE RAkXG f. AIM C-SPAC 0 TNG SCIFEDM FOR INSTAUAYMM OOD ll'REt1ME' BUILDINGS /MUM N D FASTENERS APPUGI°(L ro MAxIMOM µDDD FA9ElAS APPWO(E N ANx1AmM 81100 FASTENERS APPUG6AE TO °0 ALIEIN g—or d AlIVNUN PANTE A5.0.061q! ALTFNN4NE5'/d AAl1 W PANEL ASO.OE ST ESN ALiFFNA1NF3/d N wum PAW. ILMPIC(paf.) RFU INIA P rF ANY OOA7BANARON TENBRT v(a) � ) RECUUVt SC.IAPCVN It-s ANY°gYBTNIroN LFTTGM 1"(R.) j 1RDUTAR S9.TAPMR fY14L�R ANY EdEBTmA LENGTH 1'(TL) TAoCONS71WEDNIE 7HlS OF R. 7APCfM9 ylxiygE 7YAS OF THEM (P-') TAPCONS PAYIWIETv.Is OF 1NETA i2• N/A I(TOP) 12' N/A N/A I(TDP) 12' N/A N/A 1(IOP) 12' N/A 1(BOTTOM) 12' N/A N/A 1(BOTTOM) 12' N/A WA 1(BOTTOM) 12N/A 2(TOP) 12' N/A N/A 2(TOP) 72N/A N/A 2(TOP) N/A 2(801R]M) 9' N/A N/A 2(BOTTOM) 9' N/A N/A 2(BOr-m) . 9' N/A N/A JA(TOP) 9• N/A N/A JA(TDP) 9' N/A N/A .SA(TOP) 91 N/A N/A J(BOTTOM) dNIA N/A N/A J(BOTTOM) 9' N/A N/A J(BOTTOM) 120 N/A N/A 4 crop) N/A N/A 4(TOP) 12' N/A N/A 4(Top) 12' N/A N/A 4(BOTTOM) N/A N/A 4(BOTTOM) 72' N/A N/A 4(BOTTOM) . 9' N/A N/A 54(IOP) N/A WA 5A(IDP) 9' N/A N/A 54(TOP) 9' N/A N/A 5(BOTTOM) N/A N/A 5(BOTTOM) B' N/A N/A 5(BOTTOM) 9' N/A NIA 6(BOTTOM) WA N/A 6(BOTRTM) H' N/A WA 6(80TT01/) +40.0,-40.0 B 1/2' N/A WA 7(BOTTOM) 8=0' +40.0, -40.0N/A N/A 7(BoTTOAQ >8=0' +40.0, -40.0 5 1/2' N/A N/A 7(BOTTOM) 0=0' OR OR OR UP TO UP TO OR LE35 N/A 12' 12' 8(fop) LETS LESS 12' 128(Np) 1J'-0'• +60.0,-60.0 N/A 12' 12' B(Top) LESS N/A 12' 12' 6(BOTTOM) 12'• 12'• B(DOTToM)• N/A 12' 12' B(BOTTOA) N/A 72' 12' 9 crop) N/A !2'• 12•+ 9(]OP) N/A 11 12' 9(TOP) 12' WA N/A 9(ROTTAAQ 12' WA N/A 9(BOTTON) IT' N/A WA 9(BOTTOAQ 6' N/A N/A ib(BORON) 5 1/2' WA N/A 10(BOTTOM) 6' N/A N/A 10(BOTTOM) 9' N/A 9' 11A(TOP) 9' N/A 9' f IA(RTP) 9' N/A 9' 11A(70P) 4' N/A 4- 11(BOTTOM) 4"• N/A 4... 17(DOTR7M) "" 4'• N/A 4'• 11(BOTrOM)" 6' N/A N/A 1J(TOP) 6- N/A N%A 1J(TOP) 6' N/A N/A IJ(TOP) 6' N/A N/A 13(BOT10M) 5 1/2' N/A N/A 1J(BOTTOM) 6- N/A N/A 13(BOTTOM) 4' 4" 4- 14(BOTTOM) 4'•" 4'.. 4'•• 74(BOTTOM)'. 4-- 4"• 4-- 14(BOTTOM) • USE 6'OC SPACING FOR PANEL LENGTHS LARGER THAN 1Q'-0'AND U5E 12'OC • VAUD ONLY FoR UP TO+50.0, -60.0 p:s.f.MNL A.S.O.DESIGN PRESSURE AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER THAN 10'-0' RATING WITH 76'MOx.PANEL LENGTHS OR FOR UP 7D.+50.0, -50.0 p.0./. '• YAUD ONLY FOR UP To 106'PANELS LENGTHS MAX.A.S.O.DESIGN PRESSURE RATING Wall 96'Max.PANEL LENGTHS. \C(ft IA171T Trfr7f � ,,...... ��j '• �J' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) L�CEIvS ��`j 02015 RLTECO,Na 0.050" BERTHA ALUMINUM STORM PANEL I:R.L �fp, (2.00" DEEP) ORAWNor 441 o, EASTERN METAL SUPPLY, INC °J/�z4/r5 ': '• T F a U F.C® I PI C. 4266 WEST MDS DRNE ~'• ••��_� TILLIT TESTING &ENGINEERING COMPANY WEST/ALA(BFJIPJL FL J3407 15-045' .xrxrL'��T (J41• ,. V s]a aM.]om.51..Sb.]a+'.W1aIM CMmOa,O..vlea PHONE,(56/)209-626)FAX(561)841-f716 719 fwsle>1-lsil izr.no oaa:uw w,. DR41NNc No . A QI A•�y ®-0006719 T//P/•'Pf �.C15i1'�ti�`, WDOAe µ •E O11aRr sNti16 of n FRIUi67 D. DESIGN PRESSUTING sANV CORRESPOOMM 4MLW ANCHOR ACING SCHEDU F ONS INTO OO UMDWGS AMkINUB WOOD FASIVA= A-KrA {'Tyy N4YIAIUL WOOD FASI1T+at5 AWrlr1181�7O MAaRIUM IIOoV FASBNOM A`pLO 61E'm ' P6ESa4EVEWR mmm YM'RW2s u1E8ARlhb"i/d utv#4 V PANG p BES�ORE' REGrifM PAKU«1b5 AaJRNFR42S/d MAXWAT PAHA EGF R F AEOWAN Au4UN�£S uTERN/AVFS}r d Mtt0.'UAt PANR sappcm pg NIr•CO r".ZOA' LTM:RI-L-(A.) SGTAPOON pp ANY OOU6b 61 IElTUi1l 2(ILl &G.Wvav AN!'00N60WTION 11MC711 2'Bi imxm ) cWcuvs PANQMtR:TtA^. tM•"low RADN.6284 rNtuYS B Aa..K TtlIT Or mm mmo(psi.) up:OTA nwuu m m OF ww ) I1' N/A WA 1(top) 12 NIA NIA 1 (TOP) B IA- NIA N1A 1(TOP) IT* NIA NIA i(Boniw)• 12- WA NIA 1 tRonaS) 3' WA WA 1(BOTTOM) TT" NIA NIA 2 crap) 12" NIA NIA 2(MP) g• NIA WA .2(MP) g• NIA NIA 2(BOTTOM) 12- WA NIA 2(VOTTDM) 9' WA NIA 2(BOTTOM) g• NIA NIA ,y!(Top) 12- WA NIA ' 34(IOp) 6- NIA NIA S4(IOP) B• NIA NIA 3(DOnow 1' WA NIA 3(Donau) 9' NIA NO J(sollav 11' NIA NIA 4(TOP) 12 WA N/A 4(Top) g• NIA NIA 4(TOP) it, NIA ,NIA 4(ao7TOM) ..12' NIA NIA 4(BOTTOM) 9- NIA NIA 4(BOTTOM) 9' NIA NIA64 fiOp) 12' WA WA 54(MP) e' NIA NIA y!(rpp) 3 112• NIA NIA 5(BOTTOM) 4' N/A NIA 5(BLRTaM) 3' N/A NIA 5(BOITOVJ J 1/2' NIA ,NIA 6(BOTTOM)' 4' NIA NIA 6(BOTTOM) 3- NIA NIA 6(BOTTOM) +60.0,-60.0 3 1/2' WA NIA 7(BOnOM) 9=0• +400.-4aO 3 1/2- NIA WA 7(00710M) >8=0' +90.0,-90.0 3' NIA NIA 7(BOTTOM) 7'-0' UP TO OR UP TO Up Ta UP TO OR +60.01-9010 NIA 12' 6' 6(70P) LFA +60.0,--50.0 NIA 12'• a.. D(R1p)• 12=6" +7020,-13x0 NIA 72' 6' B(T0P) LESS WA T2' 6' B(BOTTOM) .NIA 12'• 6.. B(BOTTOM)r NIA 12' 6' B(BOTTOM() ' WA 12' 6• 9(TOP) NIA 72' 6• 9(TOP) NIA t2' 6" 9(roPJ It, NIA NIA 9(BOTTOM) 12' NIA NIA 9(BOTtOLI) s' NIA NIA 9(6onoM) 3 11a• NIA WA 10(BOTTOM) 4' N/A NIA to(60—U) J• NIA NIA !0(BOTTOM) 9" NIA 9' 11A(TOP) 12- NIA 10 112- IIA(ROP) S' NIA 6- I?A(IOP) N/A NIA NIA 11(BOTTOM) 4'- MIA 4' It(BOTRTAO•r A%A NIA NIA 11(BOTTOM) 6' N/A NIA 1.S(TOP) 72' NIA NIA T3(TOPJ 6NIA NIA 13(7oP) -T 112' NIA NIA I3(BOTTOM) 4• WA N/A 13(BOTTOM) 3' NIA NA 13(BOTTOM) ' WA.__1 111_.NIA ___NIA_... 14(Bo77DM) 4"•- 4'•r q•rr 14(BOT70M)•' NIA NIA WA 14(60noMJ + USE 6'OG SPACING FOR PANEL LENGTHS URGER THAN 10'-0'AND USE 12'OC AS SHOWN ON SCHEDULE FOR PANELS LEVOrHY EQUAL OR SHORTER 7MN t0'-O' s«VAUD ONLY FOR UP TO+520, -50.0 pa.f MAX.ASD.DESIGN PRESSURE RARNG WHR 106'Mmc PANEL LENGTHS. ' s VI ..(,4C/ �� NS'F '• % FLORIDA BUILDING CODE (Non High VelocHy Hurricane Zone) 'M No.�4�6� IP2015VVEOO,tNa 0.050' BERTHA ALUMINUM STORM PANEL iRl � �— (2.00" DEEP) DRAWN Or ��� �.,�. EASTERN METAL SUPPLY, INC Dap 4715 ,J`•'f'',, Cyiyy> iI t4 Me rt 15-045 TILLIT TESTING ENGINEERING PRE• U9A.1a :(61)84!& Aw5 -77!6YOYP1 ® t'7A. No F/V!!!/!P!l14t111.1111 WALTER A,T 11R Jr.,P.E, an n-ul wRr RM=Ue.4+167 SUM 17*OF 17 I L ECO TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLU,JR.,P.E. filteco@aol.com FL PB.License No.d4I67 FL E.B. PRODUCT EVALUATION REPORT Limse No.0006719 REPORT NO.: 15-0407.06 DATE., April 7, 2015 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Storm Panels PRODUCT NAME: 0.050" Bertha Aluminum Storm Panel (2"deep) MANUFACTURER; Eastern Metal Supply, Inc. 4268 Westroads Drive West Palm Beach, Flodda33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Eastern Metal Supply, Inc, Rule Chapter No. 6IG20-3, Method ID of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the-2014 fifth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by-the Code. This Product Evaluation Report sha' ll be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1, PRODUCT EVALUATION DOCUMENT(P.E.Dx Drawing No. 15-045 titled "0.050" BERTHA ALUMINUM STORM PANEL (2" DEEP"), sheets I thru 17 of 17, including sheets 6A and 14A of 17, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 0312412015. This drawing is an integral part of this Evaluation Report. 2.2.TEST REPORTS: Large-missile impact load tests were performed ur epl . , id �"l 19 9 6 Floridastandard as per section 1609.1.2 of the Statir. -Test "% -VIG .. Load Tests as per section 1710.5.2, per ASTM E-33M.' t reports prep�reb_ y 44167 6355 N.W. 36th Street Suite 30.5,Miami,Florida:33166-Phone: y 5) 871-1531 r 10 PRODUCT EVALUATION REPORT NO.15-0407.06 2 American Testing Lab of South Florida, Report No. 0321.01-05,.dated March 21 thru June 23, 2005, signed by Jose L. Mir, ATL Assistant•Director and signed and sealed by William R. Mehner, P.E. and Henry Hattem P.E., Report No. 0812.01-05, dated August 12 thru September 8, 2005, jsigned and Isealed by William R. Mehner, P.E., and Henry Hattem, P.E., ReportlNo. 0119.01-06, dated July 5, 2006, signed and sealed by William R_ Mehner, P.E. and Henry Hattem, P.E. Tensile test reports # 5DM-377, by QCM Laboratory, daf ed April 26,;',2005 and signed and sealed by Frank E. Grate,_Jr. P-E., as per ASTM E 8 and # 6AM-87, dated February 9, 2006, signed and sealed by Frank E. Grate, P.E., as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: � On „ 0 050 Bertha Aluminum Storm Panel (2 Deep) for maximum panel length vs, design wind load, as well as maximum anchor spacing vs. design;wind toad .and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated June 23, 2006, amended May 12, 2008 for hemmed edge panels, signed and sealed by Walter A.Tlllit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida' Building Code, as per ASTM E-1886, E-1996 Standard (basic protection), 4. WIND LOADS RESISTANCE: 0.050” Bertha Aluminum Storm Panel(2" Deep) has been verified to sustain wind pressures. Maximum panel length:shall be as indicated on sheet 2 of 17 of Product Evaluation Document (P.E.D.), drawing No. 15-045. Maximum Anchor Spacing shall be as indicated on sheets 9, 10, 11, 16 and 17 of 17, of Product Evaluation Document (P.E.D.), drawing No. 16-045_ 0.050" Bbrtha Aluminum Storm'Panel (2" Deep) has been verified for code compliance to;work as a non- torrrr-sht7tterassembl� --as-per-AS M-�E 1996TStari idard;gttaiifgtng Zones.1, 2 and 3. 5. INSTALLATION: Installation shall be performed strictly in accordance with the details indicated on i sheets 4 thru 8 and 12 thru 15 of 17, of Product Evaluation Document (P.E.D.), 'drawing No. 15-045. Minimum separation to glass shall be as indicated on sheets 4 thru 8 and 12 thru 15 of 17, of Product Evaluation Document (P.E.D.), drawing No. 15-045. 6. MATERIAL CHARACTERISTICS AND S:PEVI'M1'GATIONS: Shall be strictly in accordance with General Note gild.0Compon is indicated on sheets 1, 2 and 3 of 17, of Product Evaluation �}'Qci e t3 ( .E:13.),-§rawing No. 15-045, ISQ a c ��,r%•,y( �' ;ill " ••{^Y- .5 . PRODUCT EVALUATION REPORT NO.15-0407.06 3 Anchor specifications shall be as. indicated on sheets 1, 5, 6, 6A, 7, 12, 13, 14, 14A and 15 of 17, of Product Evaluation Document (P.E.D.), drawing No. 15- 045. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes'No. 1, 7, 8, 9, 10 �:rfd 11, indicated on sheet 1 of 17, of Product Evaluation Document (P.E-D.), drAwing '-No. 15-045 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product s6,,0A not be installed within HIGH VELOCITY HURRICANE ZONLS as defined on sedtion 1620.2 of the Florida Building Code. 7.3. Product sMI .only be installed into poured concrete, concrete block, and wood frame structures. .x4+' Product Evaluaft, Deport prepared by Walter A. Tillit, Jr., P.E. (Florida License Pio. 441 Prue ident of Tiltgpo, Inc. (Florida 6-006mo). ff y.fie a :I�:K s `:1 _ Oi c hd't�4.Fc G