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HomeMy WebLinkAboutProduct Approval 11/17/2016 Florida Building Code Online M�(haHttt} VAR .h ,�_iii�'wf ' ® • 11V I� _ F_ , BCIS H.F(%!(Lo��io �I tra o I Hot Topics Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Flo �i� �•-.r 1 �p;I Product Approval O U USER:Public User Product Approval Menu>Product or ADolication Search>Application List>A on Data FL# FL11964-R3 Application Type Revis Code Version Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 268 Westro e Wes a m Beach, FL 33407 (800)432-2204 tiez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category 6S:hutte:rrsSubcategory a Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Frank L. Bernardo, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL11964 R3 COI 2INPANELSCI odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code httpl/www.floridabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSkBnWfrMbw7p/o218y6O3fCplll4Q%3d*/o3d 1/2 11/17/2016 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 Sum of Produc L# 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 15- to provide hurricane protection. 045 Limit Use Installation Instructions 111:1IIir use In HVHZ: No FL11964 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 045.Ddf Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large missile. Max. span is 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.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 inch) - Drawing number provide hurricane protection. 15-041 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 041.Ddf Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max. span is 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 FL11964 R3 AE EASTERN METAL SUPPLY of installation drawing number 08-149 for other spans and INC. P.E.R. DRWG. 15-041.Ddf pressures. Created by Independent Third Party: Yes Back Pleat 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 Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approva I Accepts: ®® eCheck ©-r. Credit Card Safe http://www.floridabuilding.org/pr/pr app dtI.aspx?param=wGEVXQwtDgsxYleb4opODet XgaXPmSkBnWfrMbw7g/o2f8y6O3fOplll4Qg/g3dg/gad 212 r GENERAL 1• STORM BEEN VERIFIED FOOMPLIANCE I ACCORDANCELLWITH THE 2014SHOWN ON 1(5th EDITION)OF THE S PRODUCT NFLORIDA DOCUMENT LDOINGC)ODE THIS STORM PANELRSCHALL IM BE NNSCAU.ED AT NOTES: HIGH VELOCITY HURRICANE ZONES(MIAMI-DADE/BROWARD COUNTIES). B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G.TAPCONS, ELCO PANELMATE, ELCO TVAS. 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, 8.2) -3/4.0 SOLID SET ANCHORS SHALL BE ENIENILY 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 DIRECTIONALRY FACTOR Kd-0.85.USING ASCE 7-10 FOR,INSTALLATIONS UNDER 2014 FBC AND SHAD. 1/4'0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EAST,AND i"MINIMUM FOR WALLS NOT EXCEED THE MAIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2,7.9 THRU 17. WITH NO STUCCO. ANCHORS B-3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, IN ORDER TO VERIFY THE ABOVE,L'ONDRION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE LONG SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ENOUGH O REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES TO COMPARE THESE W/MAX(A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2,7,9 THRU 17. IN B.1} TT RERE ABOVE IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 33% (C) TO DISTING WOOD FRAME BUILDINGS,SEE SPECIFICATIONS ON SHEETS 12. 13. 14& 15.ANCHORAGE Stall BE INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS L4DL USED IN THEIR ANALYSIS.A DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. PERFORMED BEYOND ANY FINISH MATERIA!.AT WALL LIKE BRICK VENEER, STUCCO OR ANY OTHER FINISH. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFlCA710M OF THE ANCHOR'S 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS#0321.41-05,1 081241-05 AND h MANUFACTURER. 0119.01-06,PER ASTM E 1886-02,E 1996-02 AND ASTM E-330 STANDARDS, QUALIFIED FOR WIND ZONES 1, 2 AND 3; MISSILE TYPED(BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 7 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS i'THRU 13 G3S.1 AND 6-2.1.2 C ASTM E T996-o2. (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2,3, 3A&4 SHALL NOT BE USED. 2.ALL ALUMINUM SHEEP METAL PANELS SHALL HAVE¢052-H32 OR 3004-N34 ALLOY. 8-IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE.WHERE SHUTTER IS :S.ALL ALUMINUM EXTRUSIONS S BE ALUMINUM ASS NATION,6063-TES ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHAT ONLY BE ATTACHED TO CONCRETE, BLOCK OR STORM PANEL COMPONt_INTSSNDDEO PLATE AND Q1�5 SNAP CAP ARE PATENT PENDING- WOOD FRAME BUILDINGS. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9.THE INSTALLA71ON CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS ' DIN 50018,W/SO k9i YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&SHALL COMPLY-W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT W1ND/RAIN INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. 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 NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;I.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P-E.D. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED} -if4.0 TAPCON ANCHORS AS MANUFACTURED 8Y I.T.W.{(SUILDIX. - (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PXD.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAJLED ON THIS -1/4"0 S.G.TAPCONS AS MANUFACTURED BY ITW/BUILDDL. DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4'0 PANEL MATES ANCHORS MALE OR TVAS AS MANUFACTURED B1'ELCO CONSTRUCTION PRODUCTS. -1/4"0 X 3/4'SOLID SET ANCHORS,AS DISTRIBUTED 13Y ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES' - (4)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL A7) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G.TAPCONS IS 1 3/4'; FOR ELCO BECOME THE ENGINEER OF RECORD(E.O.FL) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PANEL+MATE AND ELCO WAS IS 2 - USE OF THE PLED. ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER Al)3/4"0 SOLID SET ANCHORS SHALL 13E ENTIRELY EMBEDDED INTO THE POURED 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 STUCCO EXIST,AND 1'MINIMUM FOR (e) THIS P-ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WALLS WITH NO STUCCO. THAT PREPARED IT. AL3)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 1N FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY SHALL BE AS INDICATED ON NOTES A.1) &A.2)ABOVE OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE (B) TO EXISTING CONCRETE BLOCK WALL• - -1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDER. -1/4'0 S.G.TAPCONS AS MANUFACTURED BY ITW/BUILDEX. -^1/4'0 PANEL MATES ANCHORS MALE OR WAS AS MANUFACTURED By ELCO CONSTRUCTION PRODUCTS. ED TO DRAWING SHR4L ONLY BE•UD THIS S -1/4'0 x 3/4'SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. T TNHIS D PERMITS !N THE STATE OF FLORIDA - IAitilj_t����,r'f 4:31.• \CFVLS 9 ! FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) F 02015 MIEcn•IW_ 0.050" BERTHA ALUMINUM STORM PANEL ta.Lllm No 44167 - (2.00" DEEP) o BY T'- -� �' 05124115 1L. E C O�I��. EASTERN METAL SUPPLY, INC 4%9 WEST Rawl mw TI j '4 UJT TESr1Ne&ENGtNrmNG COMPANY OM PAW arAak FL XW7 l• sT (t j` ••;qtr tip+, ws....1mi,sa s.wa vnco.n cava.N.n,ea vrrour:(WI)209-820.Fxz:•fsSEM4r-Ina t5-Q4$ I •"�/,, •' 1`.N IAxw: G�w 0=)71-1510TI.7 :11A1ac v, .ncM11-1411 fr�jrY�f U'7'fi i.rG�,y='' rU111E® J,P.E. ntNc N TIUJrr In A/:e S 111 FLORIN Lk.44167 SNFZ7 1 OF 17 r, 14.101'(TOTAL WIDTH) 8.157'(TOTAL WIDTH) 72000•(EFFECTrIW WfOrN) --{j 6.000(EFFECTNE WIDTH) 1.070 .770' 1.070' } r 1.070' 4.880• IIID' ®� AXIA V M A S D DESIGN PRFSS(=RATING (pat) (7rat 0.800' ) �A5 A�vc4a E n 8n0'(lrr) i mPJ CORRESPONDING MAXIIiItIMS LENGTH Z''srsrr nrn a b g T M1h4T o 0.250' N o o 0 n -�2.020"�- --{2.020" 2.020'�- ---T W� AT WTH PANELS RE'PiillM AT LKASr TsATDS WH TRAMS DRY ONE OF TIM ENDS FULL PANEL W/ HEMMED EDGES HALF PANEL Wj HEMMED EDGES a6®es@@0 XW rJ?AC, OR DLUCT MOUNTED>R 0(36)OR �7k 74.375'(TOTAL WIDTH) "UWUW MAV" 8.425'(TOTAL ROTH) A=OEM Yaw PAW!LENOW A.S.D.OESW M-PANE7.rEwan PxessrW PArq c c(rtJ PR1ssuRE IURNG C(A1 12000'(EFFEC7NE WIDTH) K11, f£jlln�., E MDT (aat) (�,yJ 1.070' 1.070' 1.070' 4 1r , +3aa -30.0 13'-0' +SQ.O -J0.0 '� (TrPl p50'(1vP) { 1 +35.0,-35.0 O � N +40.0, -40.0 12'-4' +40.0, -40.0 11=3' -1 2.o2Q•I- -!2o2o' 2.020*F- --T +450, -45.0 12'-0' as:a,=iso 10'-p. OPTIONAL FULL PANEL W10 HEMMED EDGES OPTIONAL HALF PANEL V0 HEMMED EDGES' +5ao, -50.0 1r-o' -sa.6 970• © STORM PANEL +550, -55.0 10'-0- +55.0, -55.0 6'-2' SC4LE: 114"- 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' rCONCRETE ANCHORS(SEE SCHEDULE) +80.0, -60.0 7'_0' +80.0, -80.0 5'-8" I +90.0, -90.0 6'-3' +90.0, -90.0 0 0 5•-0' +90.0, -100.0 5'-7' +90.0, -100.0 5'-0' W +90.0, -r70.O 5=1' +90.0, -1f0.0 j R" +90.0, -120.0 41-8' +90.0, -120.0 q'g' U b -130.0 4-0- +90.0,, -aaa 4-4 1/2' � *dlBllr A AMX. LSDL DESIGN PRESSURE RATING&AKYINUM PANEA FOR IN7ERNALGY RE470YABLE PANELS AS PTH ER W MOUNRNG INSTAttA7TONS ON SHEET 7 OF 17 IS +50.0, -50.0 p.s.(. W/88'MAX.PARa 2 LEN0m -_ �LA�M94- tll PRESSURE RATING 8"VIMUN FOR AfOUNTTNG AS PER ALTERA6411YE J1 f AND 14 ON SHEET 14A AND 15 OF 17,RESPL�CTHELY,ARE II +5a0-6a0 FOR 78'MON.PANEL LENGTH, CONCRETEANCHORS(SEE SCHEDULF.J-•=------.3'-� \\\\W{{}ippIII 1{i N 0.0, -50.0 I.S.I. FOR UP TO 108'PANEL �.......... fry STORM PANEL I Aft .. !/p ry TYPICAL ELEVATION �`� ti10Et�s ';R/Sy'y FLORIDA BUILDING CODE (Non High Velocity Hurricane Ione) N r:S. 1 !VQ 44 67 02015 IXTE00,WZ 0.050" BERTHA ALUMINUM STORM PANEL r.R.L(IRE. I-1/4'Wax. CAP 1/4'MOx. GAP-1 . 1V t (2.00" DEEP) 0R4wN 6rz 9' IR. E C O INC. EASTERN41METAWESr L SawsUPPLY, INC •'?+ t �� TILLn TESTING d ENGINEERING COMPANY AESr PAIAI SEA=rL J3407 SECTION A-A ri aS( '� xi ,. (.\'C"��� 6�a na.wm.x.sa.aas,lrewnu dno0e,.iL alae PI+ONC(561)268-6261 W.(561)541-1716 t 5-045 A c .1 Pw",(101167 B-OO.71: M L S. ,`f J1"t I1fN'III k;i14'1'•\ WALTER A.TLL1R 1"'P.E •uc or arta. da Oft4taNC No FlORIDA U..44167 SHEET 2 Or 17 2751•, 2.J68- 0.010OP.X O.OIOR 1-'2JI' 1/4.0-20 S S."4048 $ r.2r.• - Q BOLF v/Nur R WA4B7t T— 1 p� .7I0• ®.� wr$ L1�0L .wB• .w0- n �.rso• 0 H g ry pip• \ r— L� I .o9B• .090- zrn-� 241H� .�• {— 2497• © F' TRACK © sa O 'U' HEADER ® s,-• ��. ® 3' Max. U'BWLD OUT 3A x uc:.t/B•_1• scut,5w1e-r mar:•vB'-I' 9alr, -r , .]30- .730• •/-20 S S SRO � s7vL 7r. r r 4•i-mss ,,.-.-m s s SRO A<r�R�4�94 750 0 er Ooom 0 12 m ON SFC1M'S.SEE 5 _L BCLV�1 •�''N Y AtrmN7E T e7 i aDEM 7 q I °cnsrFc r q I m,,. 1tc tOrAnoN mr I Z L-��•�- �. _---I M/Nl WALL 175 x0.632' 11 _T'x5'YMAXr1X 1/8' Q7 REVERSED F'ANGLE TRACK ® 'F•' TRACK ANGLE 09 STUDDED ANGLE O ANGLE WITH STUD snvc:J/B'-1• scut:YB"-I- lr mss-r5 - -A'I .sort Vi'-r• rAr[:�i>r--1• scut:3[2• AJIT g 0.J15- e AJIY -225' 1 4'4-20 1 N .2 Sams S j 062• SRO I MUM TO FriTATE .. IIJIY _ Jr0,- 750 T2•ac I 1 I 2760�BIJ .�• 0.750- 8 0-x IS• R • e0¢'a'O 1 •If�— 71P. .47/' 309' LA RCE KEY HOLE(OPTION 1) SMALL KEY HOLE (OPTION 2) (��� 1ZA� BOUND HOLE AT PANEL "778 sarF: 4m,-I• :w-1• i2 KEYHOLE AT PANEL Q KEY HOLE WASHER ©STUDDED PLATE��`�\�\�4��EKl j�I rm NlniA. Auar '�'T"at UC', :-•��, .786- ]rue:.u.•_r scvc J/B--'?�:' �lD J'�c,•.�Z 4) ape y�.1TJ• y r.OD• J' R7.B8' L -4.......... . p'N '° „qt Er�C�,t9a'�;,,s��, FLORIDA BUILDING CODE (Non High NAlUW'Flurricone Zone) 16 B.O. ANGLE II 1D13' 02015 IXTECO,1NC. 0.050" BERTHA ALUMINUM STORM PANEL F.R.L. ©SNAP CAP scue:J/ .r aeaJ (2.00" DEEP) mw BY, DETAIL 1: stay w/HTNc Nur 0124115 EASTERN METAL SUPPLY, INC 04M 1 L ECO I a C. 4268 NEST ROWS BRVE COMPONENTS TILLIT TESTING B:ENGINEERING COUPANT NEST PALN BEM AL 33407 ]5-045 0355 NM.]�.51.Sty.309.MRt4M ONRNS.R]]166 PHONE(561)209-6267,FAX..(561)841-1706 r1w�.:(303)Q)1-r530.rm•:fsa)Bn-+53r oemlrr out 1tr BrwwrNG nm ,5-0006719 WALTER 0.71LLIf Jr.,P.E OID Ir-nr r� SHEET 3 OF 17 FLORIDA Ile.44167 9 Ca 250• POURED CONCRETE OR CONCRETFANCHQOhY7tE7E ( S�U1� Yox. ( ED \ CONCRETE REQUIRED NEBLOCK wau wEN POSITION r) ���...,,,....,,,,,���,,,��' 1.DOO1 3It --_ , I ---- sN' CONCRETE AACHORS -- .500' �• (SEE SCHEDutE ' FOR SPACING) 1 I I ED. I POURED F_O. i CONCRETE ED. I COUNCRETE i I R0AICR 1 2 REQUIRED i REQUIRED I H j C-L i 7 h I ED. 1 I I II I 1 I 1 Y fin. GLASS 7bN j h f"MOT. GLASS 4710N 1,7 Ir--" To GLASS I I 1 I ro GLASS 'l'o I I I I I I I1,Yin.SEPMADON 1 1 I•• TO CLASS t I 1 I i2 OPMN it CONCRETE aN�Os SEPRO7 -- SECN 3A TO GLASS 14'0-20 _ I v I I 1.7/JZ"N7NC UT® I � rte• �.i I I • (SEE SCHEOULO T' W CONCRETE ED. , 5 OR CONCRETE I I I RIO ED. 1 = RREOCK� I I 7 CRETE 1Rm I ' W CONCRETE ANCHOR I . �• i 7 NC� i � .h,_ (SEEBL S(7IEWLE) OR I OCX WALL EU• I I 1 COME 1R,ED E D. i �WWm i �1"Jr SERARAIION (OPEN POSITION W ___ i0 GLASS I I SECTION 8 ANCHOR /J 1.125.1 CONCRETE J CON ANCHORS) 250' ( U OPTION ( ) SECTION 3A I 1 B �^ I i oxit ALL MOUNNG INSTALLAT O SCALE: 1/2'- 114'A20 x 3/4' I I SEC770N®ANCHOR S CTIO 2 3 �W/7®8 i i *WG NUT I2'0.G NUT i 1 0 EA STUD CONCRETE I 1 I OR CONCRETE I POURED CONCRETE OR ' h BLOW(WAU. ' CONCRETE BLOCK F REQUIRED EO' —1 i REWIRED Cl .566" I CONCRETE ' '•7 E D.-EOCE OLSTANCE ODM. E.O. OR CONCRETE I 7/B"x J/J2' j (SEE SCNEpIILE ON 5 Cont REW1� 1 EYERY SZD a SHE275 9 R f0 R/1) CONCRETE ANCHORS (OPO!POSTIXIN i) o r2'a c. (�scNF�r tE) i SECTION ® STUD TYP. TOP/BOTTOM WALL MOUNT/NG INSTALLATION UljhfSTAIJAT +NO SNAPcAPRN SECT/ONREMAIN CJ.02V 4 rya NOTE FOR COMBINATION OF SECTIONS: `````%0% 1, N//"3 NU C DINONS. SY/!E:1/2'-I- 9 Cont WALL MOUNTING SEC77ONS CAN BE SEC77ON 0 STUD `� �1GEN,� '•.�n�s FLORIDA.BUILDING CODE (Non High Velocity Hurricane Zone) WALL MOUNTING INSTALLATJON COMBINED IN ANY WAY 70 SUIT ANY INSTALLATION. Nq 441 7 `• 02015 ALIEN,W4 0.050" BERTHA 2 AOLOUMIDN EP)STORM PANEL F.R.L. SECTION I SCALE: 1/2' DRAWN Bf OETNL Or SEQIION®STUD VALID ALSO FOR °'arc'° EASTERN METAL SUPPLY, INC WALL MOUNTING INSTALLA7fON-SECTION 2(TOP) i D �4.` 266 c. A Ntsr Rags DmoE ��[/��1 . WEsr vAw Qua,FL,ua7 15-045 X51.^• •�` TIWT TESTING R ENGINEERING COMPANY �j 'r +'� PIIOxt:(561)z0s-az6J FAzlSsr)e4r-Ore J••////A///�I'!I (�L`�^;` \��,*\� aU6 NRW� ®1�ONimN�GS_I]]•lllm �� DRAW7NC Na 4D 1/-)It IIIc LiltiLl WALTER A.TRLff Jr.,P. n. SHEET 4 Of 17 Rr1RIDA Ue.A4167 _ T/8'x P2' SOLA S£F OR fZrAT mab PAN£LYATE OR SG TAPCONS W m STUD CONCRETE ANCHORS A� (ME=H£dD1F) E p, O'CJ OR w/r/4'r-zo srpEwrux pa.r oR o A rz'o.c �-- 3 cant r�A°'a' CONCRETE arcrfORs E D. (SEE SCF 1 VANCHORS� E 0. ®OR�2 W1@ W1114-0-20 TRUSMSAD wLr+s OR Sa RNs - Q o>R (SEE SCHEDGLE) 1� u$ \ I '(SEE SCHEDULE FOR SPACING) POURED CONCRETE \v REOLMPOURE)CONCRETE 1 1 1 REOu1REO 1 o t REQUtl7Ep EO.1�EO. 7'-4{i i^t r' ' POURED i REQ i ' CONCRETEOR W i i4 ntW i. 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NIA 9' NIA B' WA 54(TO) 9' WA NIA 9" WA 9' NIA 9" WA 51(TOP) IO- WA Ir WA 71 WA 02' WA WA WA S(BMW) 5" 1. NIA 9- WA B- WA WA WA 5(907TON)NIA t? NIA 12' WA tY XIA WA WA 6(JWP) 9' WA N/A t2" WA 1t' NIA WA WA 6(RW) !AO—0 10' WA f7' WA I2- NIA !rWA WA WA 6(BOLTON) B'0-R0' 66,a—0 B' NIA WA 9"up TO N/A B' NIA NIA WA B(901TON) al-O 60.0.-60.0 !0' WA 11' NIA 12" NIA 12' NIA NIA WA 7(TOP) tfss Fwo..-9a0 5" WA Y WA 9' WA 6' f NIA WA ,A7(7aP) LESS to. NIA f2' WA t1' WA tr WA WA WA 7 wl7JAP) J' WA Y WA 9' WA d' N/A WA WA 7(BOnbM) WA WA I2'. I7- 12- 12' 12' 17' 12' 12' 6(TOP) WA WA I2- 12• 12' I2' 12' 6' 12' 6' B(RIP) NIA NIA 12' I1' 12' 12' tz• 12- 11' 12- 6(BOTTOM) NIA WA t2' 12- 12' i2' 1- 1. 6- 6(FXBRAI) NIA NIA 12' t2' 7z• 12' 12- t1' 12' 12' 9(AW) WA WA l2• t2' 12' 12' 1. 6' 12- Q• 9(IOP) 12' Y 12 12' '12, W 12' p' 12' 12' 9(BOTMU) 11" 4^ T7' 11• 17' 11' it, r It* Y 9(DOTmM) t0' NIA tr NIA 12' WA 12- NIA NIA NIA 10(TOP) 9' WA t0' WA 12' CW - WA fi' N/A WA WA t0(T ) e WA r NIA r WA 6" WA N/A WA t0(Boy1w) 1. 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FACTOR SEkTD SET J' ACRW E a TiN'VW(REGULAR) S.O.TAFCWL PANaWTE OR PANETMATE NAS SOLR!SET J• - .66 .75 . 2 112- .• .71 .SO i f2' .50 = ``\\`,,'GSlt4f1SS{{'`Jief` A' \\ �'6 RR,AN,_,7,rC/[!�7 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) >`S�� _\CEN& !per: 02M MTECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL ARL tc (2.00" DEEP) mm Br:• EASTERN METAL SUPPLY, INC aiIz4115 4268 WEST ROADS Bf v TItLT TESTING h ENGINEERING COMPANY REST PALM BFiM FL M407 15-OQ5 1'.�•l nI """' :/„ aass..►.xu.se.sx.3as.wV.++t cueao.n.urea PINfNG(561)2fN-62B.z FAX:(567)&!1-1718 .'r��• �` I11t1IQ�.'• \'+ P7"..:lSee)e11-tan.fm::(amn)6ft-raft t�ntra ur1 ia..M tvrom. tW< DRAWA4 Ab �%A�t,,[i"V.f...e"�� '1�p\•` WALTER FIDRgAN T[ic.tt.tR4{t3r.. 16PZas et-b1 V SHEET lO OF 17 7 TkJr!lttiiitttHt`t, 1lAXWVM A S D. FFSMN MSSURE RATIN (R,a_f.) 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SFACM FOR ThS OPMAIAW m!F YC6A4tE;RFD+Aa 'SPACW O6TAMED 166 FACTOR" NOT BE TA1YYm(RFOfRAR[AP S:G)PANElM97E OR PANEL,L47E 7YAS 3' LESS DAN lmmxm 57"ACNG 9mf &FOR EACH ANCHOR TYPE AT AAVp LEGEND. E 0. =EDGE DISTANCE FACAAR SOLID SET 3' ACRWG E D. MACON REGULAR Sa T (REGULAR) APCPK PANF2161TE OR PANETJL4IE JVAS SOLm SEI' J 80 .75 2 1/2" - 71 .30 2- - .50 - IyTti Nt'1��vpn 'ENs•.,J�Ar� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) F I 02015 7XIT00,IMO 0.050" BERTHA ALUMINUM STORM PANEL F.R.L. N0,44167 (2.00" DEEP)_ OR424 5 .=o'•,� n rL4� d INc EASTERN METAL SUPPPLY, INC 42LSDa/�z1�/r VRlVr TILUT TESTING At ENGINEERING COMPANY WEST PALM W-ACL FL Ja4O7 r•[ �t\tip eve N....'a.a..Am H09EE CAD]FLs n vlee PNLWE:(50)209-MA FAx(sspsat-tn6 15—Od5 t, A—:LNgW EB-OW6719(769�T1"16.11 ay.W er�vm uR m.+e v�T BRAMNG No FI7I'll Ni II�al i\G1j1\\' WALTER FLORIN Uc T44167 E` ; a'D it-ar 4 .MEET i I OF 17 1p'r TAPCONS - 1/4'r TAPL17N5 W/1 1/2'MIN. 1/4"0 TAPLYINS W/1 1/2'MIN. THRFADED PENETRATION W/1 1/2-MW. THREADED PDVEIR477ON 1/4•I TAPCONS ro EXISTING WOOD THREADED PE7JE7RAilON TO EJOST7NG W000 W/1 1/2'MIN. NEADE2(SEE SCHEDULE) 70 EXISTING WOOD 1 ilEADfR (SE£S'GlLDIR.FJ THRFADm PL74ElRATIl1N HEADER(SEE SCHEDULE) f7OSTm WOOD 1 NFADFR.(SFE SCI'WULE) 3 Cont. 1•K' h .500" r 250' 1 $ j 9 2 • 3 2 � Min. � MTn. , •.+,.....f• Zi i Cont ` I i i WOGD HSDFR I REGMED ROOD RED wow hz4om WOOD HEA" 1 I I y j REINARED j j REOURED C' 1A�1'Min SDIAR47ION I I I w I ro GLASS ; i t 1•Mh S SEPARATION I o ' I SEPARATION 1 Wj TD cLAss I OP770H ti �ALTERNATIVEa1/4'0-20 x J/4'I ' bss eDLTs w/T/B) jl I Yo.WING NUT O I 1SnARAlfaY 1 12"0.0 i 1 C To 100 HEADER.(SkE SCN.ULE)ro class �PoSiTRw s) 4'0 TAPCONS EAOm I I O 1 1 I 2• T - h t I i I Min. H OF�W.(SE Mme � SECTION 0 ANCHOR KDOD HEADER 7 1" CONS aaro"1 42a I a e , OPTION 12 e I 7/e•x 3132'WING NUT O ALTERNATIVE 3A $ Ea STUD 2-x,•,cue 9 cant 2-1 I � 1/s•.rAxoxs SCREIYS W/1 1/2'Nin. 1/4'0 TAPCONS ' IRREIOED PENETRATION W/1 1/2 Min TIREAOLD I " O M/DWI07H OF PLA7E OF RATE(SEF o m0� j 1.M-D�� (SEL-SCHEDULE) 1-- 114' SECjION®ANCHOR i SL�L20. a 18ellwm (DPW POSITION N ALTERNATIVE 2 WING NUT o 1 I I T SCALE:1/2'_ 1' 12 a a , +i SEPA P•,47I TO LASS i tt• 'I.�i •500' i � I H 5 Cont ' ' cFG710N®STUD I 1 B'x 3/J2• 0I I NG NUT o •�6 I ALTERNATIVE 4 sate: 1/2' v 2 1I N 0 12 1/4•/TAPCONS I.1zy ' NOW FOR COMBINATION OF SECTIONS: j 1)}}i {Y/1 1/2'Nin. THREADED t NO SNAP GAP 1® I A ilITCTNARON O M/DW7DTH REMAIN CLASSED AT NON R A p�JE(SEE SCHEDULE) HU1d4IGWE CONO(7HONS —r� WAIL MOUNTING SECTIONS(AI•I BE a``S aP,........ - ry COMBINED IN ANY WAY TO SNT ANY INSTAWTION. �� ( ���� UILDING CODE (Non High Velocity Hurricane Zone) r,.•R a Gaal ALTFATt13 RLowso SAF v 02015 nLTECO Na 0.050" BERTHA ALUMINUM STORM PANEL F.R.L. (2.00" DEEP) auWN er NOT16 ES. ARE ONLY VALID FOR MAX.A.S.D.DESIGN PRESSURE RAIN EASTERN METAL SUPPLY. INC "/a4M' SECTION 0 STUD AND PANEL LENGTHS AS PD?SCHEDULES ON SHEET 2 `T , . ry�• I L ECO �w C. 4268 WEST Hd10.S OIeK ALTERNATIVE-1 2.SEE ANCHOR SCHEDULE ON SHEETS 16&77. () TIWT TESTING h ENGINEERING COMPANY WEST PALO B54CR FL s.74O715-045 sL.uE: 1/z'- i' a w..xu s s n jos,—e.®ua n ulw D(5a?)2Gs-ezD.J,FA.r.(561)841-nr6 DRAWNC 3.FOR NEW WOOD FRAME CONSTRUCn0N•WOOD MEMBERS TO BE SOUTHERN f VAQ-1-ASIA.rm= � Na PINE No.$ W SPECIFIC DENSITY OF 0.55 OR EQUAL /i/E-i/� (�,t�v:,Y�� ®-0008779 / /E P LL ) !�11ti WALLA�4 1.67.E SNER'12 Or 17 /TP APCONS �4PO 1 1/2'A o ITIRVIDED o 24 0.R°nN�FR� o 24 o c RtQ0LRum�"— WOOD HEADER(SEE SCNEw1LE7 .5aa• - 3 ED Eo z• I 1"x 4"x 1/D• i i Mtn. 1 �r-•• AIWM1(RIQE{Y/ I 1 I ---'� I 11/4'.x I/4- I (J)5/16 0 x i !/4b x J14" I 2� U U,-+.•.•-:. �tfw/QORIXE?I i EACH X57Min. �®BLAINS OCATE SCREW i 4 Cont AT M/DIRUTN OFA 1 A 6'O.a wow HEAMR +RELWLRFD 1 1 I E115fAO waa0 1 8 c-t •' // I I I REMI DEADEN I Gi 1 t 1 1 Mtn. 1 .T/4'S 2 B MTS i 1 EOW1im NOA6NALW/. 1 1 �I•A6n.SEPARATION I I I n THREADED I w/7/D•x J/12' I N I + 10 GLASS r + 1 PENETTu7rox + WWc NOT o I I + 1 1 1 1 t = 1 -a a&WON it i t xx 1 1 1 N 1 I N I I ALTERNATIVE SAS ALTERNATIVE 6A ALTERNATIVE 7A n SOUS: 1/2's 1' SCALE: 1/2"e I• (LIMITED TO +60.0, -66.0 p.s.f. DESIGN LOAD 13 (umnED 70 +6D.D, -66.0 p.s.f. DESIGN LOAD tj AND UP TO 9'-0"Max. PANEL LENGTH) AND UP TO Z-0'Max. PANEL LENGTH) 1/4'•TAFOi7NS tat m LYAs- i z IHRFADED FENEMIYON I I 1 I b 4 TO EOSNNC waGD HEIDER.[SEE 5L'DLvtD{1 y 1•Ara. cont w 1-SEPARARON 1 1 0. SEPARARLAY i a wrnG Nur o + ti 1 TD c/ass 1 t 1 TO GLASS 1 EvLRY snw i XN EWRY STUD +1/4'0-20xHOODLFAlMR DECx REOD I DEM RED'0. s t T C-L 1t opy"f2 w PANEL=TAtCa&6 TTIREADm LTERNA�� SA ' "°roP EDTTaFL [SEE sG1+EDL>tE� 114.TAS 1/4:TAIi:DAS ALTERNATIVE' $ W/1 1/2'MIA W/1 1/2'MW. 1 THREADED PENETRATION INWAOm PENEWTION SCALE: 1/2 >1' t (_Sfr SCHED&W ALTERNATIVE 6 ALTERNA VE 7 SOUE:1/2"= 1' 7/R'x J/.v- SDVX: 1/2'= 1' + WLNc NUT D I 9 I 4,12"o.R1 STUD a NOTES: I 2 x 6 NOaD Gant 1 I.INSTALLATIONS ARE ONLY VAUD FOR MAX A.S.O.DESIGN PRESSURE RATWO _~ -� ` �CK D' i AND PANELS LENGHLS AS PER SCHEDULES ON SHEET 2(EXCEPT AS NOTED) ND1E FOR COMRLNATION OF BICRONS 2.SEE ANCHOR SCHEDULE ON SHEET 16 R 17. WALL✓FLOOR1'WlhVO MOUNTLNG SECTIONS GW HE -- ttNU))v "�'t,�, IXIMD/NED IN ANY WAY TO SUIT ANY INSTALLATION. J.FOR NEW WOOD FRAME CON-STRUCTTOA-�i� ,,1�E�5r*XA:�-SOUINERN PINE No. $ W/SPECIFIC OENSLTY �f���J,, mit L , FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NLS '•.' 027!5 RLTEOO.INC. 0.050" BERTHA ALUMINUM R.1- 1/4 n TAPro s ` 441 N, (2.00" DESTORM PANEL F. EP) aRAW er. w/1 112•AM a• _ - '��� EASTERN METAL SUPPLY, INC 612411THR5 (SCE TION I 0 INA. 42x6 WEST RaWS DME (SEE SCD Y-;:�1• /� ,(� -' TILLIT TESTING dt ENGINEERING COMPANY WEST PAM 6FML FL M401 r5_q,,� ALTERNATIVE 5 + j µ 't4�y &!5�N.M.z E L]q WR9U GYmpti.R.,. Pmxve(ss"-a2ax TAX-(56054r-1716 <� yti`4 Awns'`1w1W1-rva W, DRAWING No SAVE: 1/2'+-- 1' ,wt'tt4��1)(hl G -'�1 \4�y WtL7FRAT71LfT`Jr..P.E c.} wawro owt iw our FLORIDA Uc,M167 xpL sNEET 13 Or t7 WOOD TRUSSES OR RAFTER 1/4'0 LONG ELCO 0 24'0. C. REQUIRED PANEL MATES OR S.G. TAPCONS W/2"Min. THREADED PENETRATION �— TO EXISTING WOOD HEADER. (SEE SCHEDULE) .500' I EQ I I I I o c I N X 4'x 1/6' I I {o.-, ._ • IiIIII IiIII IiII1I 71810 3/32" • i Ii I Miun (6063- 76) O. Alm. TUBE W/ KING NUTS ® 12"O.C. I (3) 5/16"0 x 4' 1/400 x 3/4" 1 LAG SCREWS TO £ICN JO151(W/BULLOCATE SCREWTEK SCREWS� ' 4Ct AT M1DK7DTH OF It HEADER I I I I I I EXISTING WOOD I REQUIRED I I I W I I I I MEMBER(2'Min. 1 I I i i NOMINAL WIDTH) I I I I W/2"Min. THREADED I 1-41• I I I I 1'Min. I I I N PENETRATION. sEVARAnax I o —i SEPARATION 70 S' I I Is I TO GLASS I I I 2 Z' ALTERNATIVE 1 O I I I I 7/8'0 x 3/32' J W WNG NUT 0 SCALE: 1/2"- I" w I I I I EVFRY STUD W NOTES: (LTM?ED TO 160.0, -66.0 p.s.f. DESIGN LOAD x I I a AND UP TO 9'-0"Max. PANEL LENGTH) � 1. INSTALLA77ONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING I i i o W & PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) I I Y I I w 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. I I I 2 1 I I a J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 70 BE I i I I I I I 1 x SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL II I I 71810 x 3/32" I I o I 11 WING NUT I I EVERY STUD 0 0-1 -{I-p I ® 12"O. C. I I w I w e 2"x 6' NOTE FOR COMBlNA710N OF SECTIONS: ```��A`AAa r�l ERA A° /> WOOD DECK WA /FLOOR/CEILING MOUNTING I a� 11 Cont. i i il SECTIONS CAN BE LSC �.� REQUIREDFy ••' -11.000r O RNI H ICOMBINED IN ANY WAY TO SUIT ANY INSTALLATION. NO 44 ct'� s I I MN. MN. 2"x 4"PLA Cont _p 1/4'0 TAPCONS ���' A W/ 1 1/2"Min. THREADED PENETRATION ® MIDWIDTH OF PLATE 'Tilflll1111i11Htt;15 (SEE SCHEDULE) 1/4'0 TAPCONS FLORIDA BUILDING CODE (Non Hlgh Velocity Hurricane Zone) ALTERNATIVE 9 ALTERNATIVE 10 THREADED PENETRATION 02015 MEW.-m. 0.050" BERTHA ALUMINUM STORM PANEL KRL (2.00" DEEP) M+�WN +g (SEE SCHEDULE) 03124/ SCALE` 1/2"= 1' SCALE: r/z' = 1' EASTERN METAL SUPPLY, INC a4it is LE C O t �. 42M WEST RO90S ARAV INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ,ILLIT TESTING a ENGINEERING COMPANY K'Sr FALW MACK TL M407 15-045 .•••rlt]en s.Sta 5oa ts614A fJlAO1S n SltEb PHONE(561)209-6265.FAX•(661)841-1716 t+a.:(xs7en-taco.ra.:(]USJBl1-tan r.o aostu mune DRAWING M, EB-0006719 m rr-ar WALTER A.TILLIT Jr..P.E SHEET 14 Of 17 FLORIDA U.44167 1 718'Mur. 2' -' FXlSCNG f T 8 LGn. 2' E?cLSRNC PENETRATION �Max.� BRICK VEGNEF -t1410.8'ELCO mate PANCLMATE NAS ANCHORS OR }/4 0 TAPCONS PfNE Ai10N Mar. BRICK VEENER 11410x8'fGCD mole PANEEtMa1E 4 _ (SZr SCHEDULE.) 10a.- Al NAS ANCNORS OR 1/40 TAPCONS (SEE SCNEDUUf 4 250" _ .500"M250' NUOD HEARER WOOD 1 iHFADER R£tW}Rm REOUIItmonwo i h DOSTING STEEL ANGLE LINTEL I ANGLE UNTEZ i Clj AS APPUC48LE 1 }1 AS APPLICABLE I gyp„ 5EPARVION I* 10 GWS I v. u I OpTf0f11 if OPTI(1N f2 ALTERNATIVE 11A ALTERNATIVE i to S , } ! i a NOTES: ! Y 1. INSTALLATIONS ARE ONLY VALID FOR MAX.A.S.D. DESIGN PRESSURE RA77NO EXISTING i AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT AS NOTED) 2'x4" It BRICK SIU' I z 2. SEE ANCHOR SCHEDULE ON SHEET 16& I7. WOOD ":. ! t 3. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS lO BE SOUTHERN PLAN PINE No. $ W/SPECIFIC DEN51TY OF 0.55 OR EQUAL cM7MFlAWWW AS _ APFtrA8LC i NOTE FOR COMMATION OF SECTIONS: �• PENE1RtA0N E WALt/ o0vCETUNC MOUNTM SECTIONS CAN BE COMBWm IN ANY WAY TO SU?ANY INSTALLABON. Max S5C0" t 2 F.YSTUDS } lttiiflflt!}111 lJ 2'x 4' IU0.S } ti tl 10 16'D.C.Ala..REDIDcone �,Ns% p' ,TER A. EXISITNC Win. 7j2'PLY}VOOD EXIS7LVG 1/40 x B"ELG17 mote PANELAMIEREo'D(TVP)W/FA*T Wo BRICK SILL TD STUDS AS PER f/4'0-20 x J/4' NAS ANCHARS OR 1/40 TAPCON 313 TO C SECRON 2304 OF THE S3 BOLTS W/7/0'x (S ••f�j0 L�y�� EE SCHEDIILf) IXISRNPLYWODO.RORIDA BUILDING CODE. 2'WING NUT e 12-0,C. ALTERNATIVE i t BUILD—OUT INSTALLATION SCALE: 1/2'- T" *VALID FOR MAX. A.SO DESIGN PRESSURE RATING +50.0, -60.0 ps.f. FOR UP TO FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 78" PANELS LENGTHS, AND FOR +50.0, -50.0 p.s.f., FOR PANEL LENGTHS GREATER 02]/S MEW,INC. 0.050" BERTHA ALUMINUM STORM PANEL FRI. THAN 78'UP TO 108" (2.00" DEEP) D94N Or EASTERN METAL SUPPLY, INC 'a4'm-' �E C "`'� 4�nom'RaWS VRAC INSTALLATION DETAILS ON EXISTING WOAD BUILDINGS TH-Ur TESUNG&ENGINEER}NG COMPANY NUT PAIN BFACIL FL J.Wl 15-045 4355 x�..)Bp.S.a.J94 WKaM C1fIDO6.R Df60 PNDNL'(561IM-eZ83,FAX(58}}541-f7f8 Ihtl.":e3gS E'-1�.ra,(]PSTIm-lSll elfOullm, ov[ scarp, LwAW+NG Na EB-OOO6Yie WALTER A TUff Jr.,P.E na rt-ar s� SHEET 74A OF 17 ROPoOA U..441W ..? i/I"!UPCONS W/ t tf2MUX TMW400 PDVEM77ON TO V=NG WOOD HE40M 1/1'0-20 S.S.M40ME (-qr$CIIED4w EMT W/NUT&WASNO? 012 O.C. }}7{{717ry8�'z J/J2' ' 16 CML 1- "')=NLTUO > 0 12'Q G pp I OI T'�� I 9 CML WOODI INE-VO?-VO? i h REOUY&D � 1 I !'A6T CLASSittON i Ii yy �•,_)•AGy SLPARATWN i I �X I TO cuss I t r i 1 T/4.0-20 r J/4' r 7/9'r J/J2' ; I 0. ^a BOLTS W/7/09 x WING NUt O I 112 NUT 12'O.C. i M t r t 2 X 6 WOW ( 2k4"WOOD t' j DECK REgb. Il 1 r 11 1 Cant r I 1/1 W TAPCONS. SG TAFY27NS ORi/4 ro i PANEL MATE5 W/FULL .©OR 6 Cont. THItFADEO PFNE7RtnQY 1/410 TAPCONS PLYWDOD(SEE SCJIE xxv W/I I/2'Mat VOSDNG M'n. 1/2'PLYWOOD TtiVACM PENEIRATIXXl READ(7YPlzr J W/FASTENlNO ( �� 7Tl STUDS AS PER ALT RNATIVE SECDON Z"4 OF THE �3 FLORim BUILL NG CODE Sett£:1f2` r' ALTFRNATIYE 14 NOTES: r- t. INSTALLATIONS ARE ONLY VAUD FOR MAX.ASD. DESIGN PRESSURE R.477NO * VAUD FOR MAX A.S.D. DESIGN PRESSURE RA77NG +50.0, —60.0 p.s.f. FOR UP TO AND PANELS LENGTHS AS PER SCHEDULES ON SHEET 2 78'PANELS LENGTHS, AND FOR +50.0, —50.0 p.s.f., FOR PANEL LENGTHS GREATER 2. SEE ANCHOR SCHEDULE ON SHEET 16& I THAN 78" UP TO 108" 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/SPECIRC DENSITY OF 0.55 OR£QUAL `\\\\1:11Y1t1�4si{�,IL4+IIIrTJi . FLORIDA BUILDING CODE (Non High Velocity Hum cone Zane) NOTE FOR COMMMITON OF SECTIONS: '' 02015 327E0O INC. 0.050" BERTHA ALUMINUM STORM PANEL �6.L ( =Y Aln {2.00" DEEP} wuwu 9r WALL MOUNTING SECTIONS BE .-- COMBINtb IN ANY WAY TO SUB'ANY JNSTALLQILN. 05/21/15 1L EC 4 IMS. EASTERN METAL SUPPLY, INC aim ;� 1U F�.' \ 4 1266 WMT Mb1 z JJOPNC near rlssnxo ENGINEERING eouvAxr xMr PALM 9EACPL 40r t5-045 _`�+j\\$� am wn.Asn,st,w,m..wcau c4IDws.N,idea Phavr:(561)2O9-626.x:ac(56t)641-1716 (.1\7\\ r (]o51WT9-QWtn 19(• ijBlhlSst oa�m urz m.w 021W/NG No �lllln 1111111\\\ wAL1FF A TWT Jr..P.E. SHEET 15 OF 17 an Jr-at A FLORIDA U..44167 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s•f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS MamATw saw MWENOM AProrAME 10 .000 rA5 VMn APPEr4ME To 614uu1M 11000 FA51f7A7S A-KX40.E To Asa(K9FV a61Era66ms/a 66/m10w rwaL Asa OesaN ALnGeM rS/B M Uw PMa Asa OFSA'/1 ALRRWTM128 1 e um=FANG, PRES31Rr SCTAFOW P+•aR ANI'mere LA v(0J P REL14AN sa7APGpY rwla3Nu ANr COwBUNPON Ln10rN 1'RJ HtFs.OYtr fSCiAAR sa7AP0ow RvalwRa ANY tal@TNaTN LfIA:M t•(rt) RA16MC(P••E) 1r+elra rwr or nail RA1RA7(PaW p ras or"Em ( mm(P•TJ TAFWl vArnAl°1t+n•11[lT OF MO! 12• N/A WA 1(•T) 12' N/A N/A 1(70P) 1T' N/A WA I(TOP) !T' NIA N/A !(BOTTOM) 12' WA WA 1(BOTTOM) 12' N/A N/A i(Barrow) 12' N/A NIA 2(TOP) 12' WA N/A 2(Tap) N/A N/A 2(TOP) It. WA WA 2(80TMU) 9• N/A NIA 2(B077DM) 9• NIA N/A T(BOTTOM) 9• N/A N/A JA(TDP) 9• NIA WA JA(TOP) 9' NIA WA JA(TOP) 9• NIA N/A J(DORM) 9• NIA WA J(BOTTOM) 9' NIA NIA J(BOTAOU) 12• WA NIA 4(TOP) 12' N/A N/A 4(Toa) 12' N/A MIA 4(TOP) 12' NIA N/A 4(BOTTOM) 12' N/A NIA 4(BOTTOM) 1T• NIA N/A 4(BOTTOM) 9• WA N/A 54(!OP) 9• N/A N/A 54(top) 9• NIA NIA 54(TOP) 9• N/A N/A 5(BOMM) 5 1/2' NIA NIA 5(8077AV) WA N/A 5(BOTTOM) 9• N/A N/A 6(BOTTOM) 5 1/2' TTNA N/A 6(8011Uw) B' NIA NIA 6(BO-) +40.0,-40.0 B 1/2' N/A NIA 7(BOTIDM) B'-O' +4a0. -40.0 5' N/A WA 7(BOTTOM) >8'-O• +40.0. -40.0 5 1/2N/A N/A 7(BOTTOM) 8'-0' OR OR OR UP To UP TO OR LESS NIA 12• 12' 8(Np) LESS LLSS WA 12' 12' 8(RTP)• 1J'-0'• +60.0• -6a0 N/A 12' 12' 8(WP) LESS NIA 12' 12' 8(BOTRW) N/A /2'• '12'• 8(BOTTOM)• WA 12' 12' B(BOTTOM) N/A !2' 12' 9(TOP) N/A 12'• 12'• 9(Top) 12' 12' 9(RTP) 12' NIA NIA 9(BORW) TI' WA .N/A 9(BOTTOM) 12' N/A WA 9(BOTTOM) 6' N/A N/A 10(BOTTOM) 5 1/T• NIA MIA 10(80rroM) a N/A WA 10(BOT70w) 9' N/A 9' IAA(fOP) 9' WA 9' IIA(TOP) 9' N/A 9' IIA(!OP) 4' WA 4' 11(BOTTOM) 4'- NIA 4''• 11(BOTTOM)^ 4'• NIA 4'• 1 f(sones) 6' N/A N/A 13(TOP) 6' N/A N/A 13(TOP) 6' NIA N/A 13(top) 6' N/A N/A 1.1(80/TOY) 5 1/2" N/A N/A 1J(BOTTOM) 6' N/A N/A iJ(BOTTOM) 4' 4' 4' 74(BOTIUM) 4-•• 4• ' 4' ' a(BOMW)- 4'• 4'• 4'• 14(BWTOM) • USE 6'OC SPACING FOR PANEL LENCTHS LARGER THAN 10'-0'AND USE 12'OC • VALID ONLY FOR UP 70+50.0, -60.0 p.sL.MAK ASO.DESIGN PRESSURE AS SHOWN ON SCHEDULE FOR PANELS LENGTHS£OWL OR SHORTER TH4N !O'-0' R477NG W17N 78'M.A.PANEL LENGTHS OR FOR UP TO+50.0, -50.0 p.a.E M4X.ASO.DESIGN PRESSURE RATING WITH 96'Mw.PANEL LENGTHS �• VALID ONLY FOR UP ID )08'PANELS LENGTHS. 0111111A111110",.01" j,N��,F. :� '' lI/� %A FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) `1C�Ns� 020137RTE00.Ina 0.050" BERTHA ALUMINUM STORM PANEL r.R.L 0.44167 _ (2.00" DEEP) LYUWM er OJ/24/15 = �L EC 1Ne. EASTERN METAL SUPPLY, INC a61r• F 4268 WEST ROWS DRRE •Q,�i TIWT TESTING 8 ENGINEERING COMPANY WEST PAL'A64M TL JN07 15-045 •of<`r ,�• G PHONE.' 8I)2 (5wX•.62&X rA (661)841-1716 V, •, ( 633!IIA MEQ S.4a BOG.S91CMA f11�06.i1}1186 r ',V,�` Tar:(A13jB11-1130.fm:L]Oa1Hl1-ISII P[sonu mw11A MR DRAINhC No �.4L WALTER TTn�a �TJr.. E 6�„->+, sNEcr 16 OF 17 MAXIMUM I.S.D. DESIGN PRESSURE RATING .s.f. AND CORRESPONDING_XAXUf X ANCHOR FACING SCM7)ULE FOR IlVSTALLA770NS INTO WOOD FRAME RUILDINGS wraAA1 DDD FASIaFRS AIwL.cnE fO ASDLrv2T r>cruD F.asTLTCTrs �++Kl�+�TD McA+aM PANLt ASD� l�q'O lASlOE?SJNWIA AL7MT i L 1{tmIW1 RNFI. Al.OES4".N AL7L@MB1L5 r Ml�9AA1'AMfl. 'MEr1M16 An€T6if.T1VLS/r PJRSRAE gyyµ Ira J TM1Oq SSTRLCW " ANY nIT UNWH 1'(10 ��J 7 EM4 S&TAPCMIFA�R45 AVl nw7 LLNCM 2'(M) 6Aric(W TAv6 SOTNCCF/ m�vw.ttxue nnsI1• NIA N/A 1(1pp12' N/A NIA' i(10P) B 1/2' N/A 1OW) 11' NIA N/A 1 esarr ) 12" N/A N/A 1(BOTTOM) 9" NIA 1(80710&) 11• N/A. N/A 2(top) 12' N/A N/A 2(W) 9• N/A 2(gyp) 9' N/A N/A 2(80mm) 12" NIA NIA 2(BOROY) 9" N/A NIA 2(BOTTOM) g' NIA NIA 31(OP) 12' NIA N/A 34(TDP) 6• NIA NIA J4(Top) 9" NIA NIA J(BOTTOM) 12' N/A N/A J(80770&) 9' NIA NIA J(BOTTOM) I1• NIA N/A 4(TOP) l2• NIA NIA 4(TOP) g' NIA NIA 4(TOP) 11• NIA NIA 4(BOTTOM) 12' NIA NIA 4(00770&) 9• NIA N/A 4(807TH) 9' NIA N/A S1(70P) 12' NIA N/A 51 OUP) 8' NIA NIA 54 Ow). 3 1/2' NIA N/A 5(BOTTOM) 4' N/A NIA 5(BOTTOM) J' NIA NIA 5(BOTTOM) J 1/2' N/A N/A 6(BOlTOAI) 4' N/A N/A 6(BOMAI) J. NIA NIA 6(BOTTOM) +60.0•-60.0 J 1/2' NIA NIA 7(BOTTOM) 9=0' +400-40.0 J W. NIA NIA 7(BOTTOM) )8•-O' +90.0-90.0 J• NIA WA 7(BOTTOM) 7'-0UP ' OR UP TO UP TO UP 70 OR +80.0.90.0 NIA 12" S. a(TOP) LESS +60.0,-60.0 N/A 12"• 6'• 8(TOP)• 12•-6' +700.0,-130.0 NIA 12' 6" 6(TOP) LESS NIA 72' 6' 8(BOTTOM) NIA 72 • 6•• 8(BOTTOM)• NIA 12' 6" 8(BOTTOM) NIA 72' 6' 9(TOP) NIA 12' 6' 9(TOP) NIA 12' 6" 9(1O') 11• NIA N/A 9(BOTTOM) 12" NIA NIA 9(BOTTOM) 9' NIA WA 9(BOTTOM) J 1/2' NIA N/A 10(BORW) 4' NIA NIA 10(wmw) J' NIA NIA 10(BOTTOM) 9- NIA 9' IIA(TTP) 12' NIA 10 1/2" f1A(TOP) 5' NIA 6" 1 I(TOP) NIA NIA NIA 11(BOTTOM) 4-- NIA 4'•• 11(BOTTOM)•• NIA NIA NIA II(BOTTOM) 6- NIA NIA 1.5(70P) 12" NIA N/A iJ(TOP) 6' NIA NIA 13(TDP) J 112' N/A N/A 13(BOTTOM) F- USE NIA NIA, 73(BOTTOM) J' N/A N/A iJ(BOTTOM) N/A N/A N/A /4(807101!) 4-- 4-u /4(BOND&)•• WA NIA N/A 14(BOTTOM) • 6.OC SPACING FOR PANEL LENGTHS LANCER THAN 10'-0'AND USE 12'OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER T7bw 70'-0- a VALID ONLY FOR UP TO+50.0, -50.0 p.%T.MAX.ASO. DESIGN PRESSURE RARNG WITH 108'Max.PANEL LENGINS. +` .•'��CENS�'.,9' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) zz No.d4 1 7 = ozols 7¢rEco,INC 0.050' BERTHA ALUMINUM STORM PANEL re.L ,;,�•;--��. S ���' (2.00" DEEP) ORAwN Br. IL ECO EASTERN METAL SUPPLY, INC D3/�215 4268 WEST�DWYE P"Z ,��, 64 %N�tAe m wNma.1N R SA]NB{ PRONE��-626A FAr(561)841-7716 15-045 1 �TstOi�N11111%0,\jai• —;Oos1e1�10�On6r7u79 bo6M7r-mr an rr-m 7e — Ole Na WALTER A.TILLT Jr.,P.E. SHEET 17 OF 17 FIOR DA Ul 44167