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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online f Fv Pa e il'of 2 {3 1 ,gam., , �P, mn EL BCIS Home ; Log In i User Registration Hot Topics 3 Submit Surcharge Stats&Facts i Publications FBC Staff BCIS Site Map Links Search Product Approval L_x USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail e r+ FL# FL11964-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer CJ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Ir the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 1213112017 Validated By Frank L. Bernardo,P.E. © Validation Checklist- Hardcopy Received Certificate of Independence FL11964 R3 COI 2INPANELSCI.pdf 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODe... 2/24/2017 Florida Building Code Online Page 2. of 2 '''']] � �1 I,• 'e+�i i., .rill) ,t°,• 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 to provide hurricane protection. 15-045 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.odf 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.odf 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.ndf 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.odf pressures. Created by Independent Third Party: Yes Back Next • 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 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,F.S.,please click here Product Approval Accepts: Credit Card Safe ¢ http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODc... 2/24/2017 �>�HFBeL�tL�s; 1. STORM PANEL SHOWN ON,THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION) OF THE FLORIDA BUILDING CODE.THIS STORM PANEL SHALL=BE INSTALLED AT NOTES: HIGH VELOCITY HURRICANE ZONES(MIAMI-DADE/BROWARD COUNTIES)_ 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G.TAPCONS, ELCO PANELMATE, ELCO HAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 16G9 OF THE ABOVE MENTIONED CODE, B.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 WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-10 FOR.INSTALLATIONS UNDER 2014 FBC AND SHALL 1/4.0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST,AND 1" MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM (A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. WITH NO STUCCO. IN ORDER TO VERIFY THE ABOVE,CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG SHALL BE FIRST REDUCED TO A.S.D.DESIGN WINO LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES TO COMPARE THESE W/MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, S THRU 17. IN B.1) & 8.2)ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS.A DURATION FACTOR CD-1.60 WAS (C) TO EXISTING WOOD FRAME BUILDINGS, SEE SPECIFICATIONS ON SHEETS 12, 13, 14 & 15.ANCHORAGE SHALL BE USED FOR VERIFICATION OF FASTENERS IN WOOD. PERFORMED BEYOND ANY FINISH MATERIAL 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 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS #0321.01-05, # 0812.01-05 AND # 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 6 7, PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 2.ALL ALUMINUM SHEET OF EET METALAL E 1996-02.PANELS SHALL HAVE$052-H32 OR 3004-H34 ALLOY. (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2, 3, 3A& 4 SHALL NOT BE USED. A AND 6.2 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3.ALL ALUMINUM EXTRUSIONS S BE ALUMINUM ASS TION.6063-T5 ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR STORM PANEL COMPONENTS rSNODED PLATE AND t3 SNAP CAP ARE PATENT PENDING. WOOD FRAME BUILDINGS. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS DIN 50018.W/50 "i YIELD STRENGTH AND 90 ksi TENSILE STRENGTH &SHALL COMPLY'W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. LENGTH. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AIS7 304 SERIES STAINLESS STEEL,WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (u)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 DE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDER. PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -1/4'0 S.G.TAPCONS AS MANUFACTURED BY ITW/BUILDER. DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4.0 PANEL MATES ANCHORS MALE OR TVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4"0 X 3/4"SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES: (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.C.TAPCONS IS 1 3/4'; FOR ELCO BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PANELMATE AND ELCO TVAS IS 2". USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER A.2)3/4"0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO SHAH 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.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WALLS WITH NO STUCCO. THAT PREPARED IT. c�'I A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING WALL OR 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODF. ONE LABEL SHALL BE PLACED FOR EVER( ' SHALL BE AS INDICATED ON NOTES A.I) &A2)ABOVE. OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. (8) TO EXISTING CONCRETE BLOCK WALL: -1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -7/4"0 S.G. TAPCONS AS MANUFACTURED BY ITW/SUILDEX. -1/4"0 PANEL MATES ANCHORS MALE OR TVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. THIS DRAWING SHALL ONLY BE USED TO -1/4'0 x 3/4'SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY, - OBTAIN PERM1TS IN THE STATE OF FLORIDA Apllfilltl;3sisv�7r - --�=`) ,;,.va:•• 1+�5,F.,✓�'.�� FLORIDA BUILDING CODE (Non High Velocity Hurricane tZone) 020151uTECG.ANC 0.050" BERTHA ALUMINUM STORM PANEL F.R.L Nq. 44f57 (2.00- DEEP) oRAi>er EASTERN METAL SUPPLY, INC 0312415 k IL E C O �Nc. ,268 wEsr Rows aavE TILUT TESTING&ENGINEERING COMPANY WE57 PALM RG4C4 R-33 7 Y• /rfrv�Vnnl''�:`V 1.. 0.A"`'\LA\t�\\\` aT55 N.M.]cuW,.A sLI,E RR.A. TILLIT J.. ao t1-no(5 t6 l)209-rtB/2tB7,FAX:(66I)941-17I T5-045 //10'S- DRAWNG NoIP.E. SHEET 1 OF 17 i ttt511\ FLORID4 Lie.64167 14.101-(TOTAL WIDTH) 8.151 (TOTAL WIDTH) H) 6.000(fFFFCTNE W/OTT!),.D7D'K12.01010- AV1.070"-J r ,.D7D 4.6aD T170•A� MAXIMUM A S D DESIGNPRESSURE RATING (p s f) AND `D ASAPFL AB(E ' ® (TYP.) _ _ CORRESPONDING MA�C73fiTAf PANEL LENGTH V SCFIED 0.250" NOT a 0.250" h o� PA tih NELS RETARM AT BOTH PANELS RETAINED AT LEAST -�2.020"G- -{2.020-i- -12.020"1- ENDS WITH TRAM IN ONE OF TfZM Is'NDS FULL PANEL Wf HEMMED EDGES HALF PANEL W/ HEMMED EDGES Wm TR4= OR DIRECT MOUNTED OR ®* 14.375'(TOTAL WIDTH aSD uDESIGN Mar.PANEL LENGTH ASD.IYDES2N R J 8.¢zs'(TOTAL WIDTH)- Max PANEL LENGTH 12.000"(EFFECTIVE ®AS APP WIDTH) ram/ 6.000E" ECTIVE WIDTH) PRESSURE L(if.) PREsS(Tv/R.s£L)U TING L 00 1.070' 0" 1.070" 1.070 9 +JO.0, -JO.0 1J-O' +JO.0, 13-0` Ayp) jp5D +35.01 -35.0 12'-8' +35.0, -35.0 12'-0' / a o h +40.0. -40.0 +40.0. -4C.0 o cy p N 12'-4" 0 0 -�2.020"1- A 2.020'1­-- 2.020" +45.0, -45.0 12=0' +45.0, -45.0 10-O' OPTIONAL FULL PANEL W/0 HEMMED EDGES OPTIONAL HALF PANEL W/O HEMMED EDGES +50.0, -50.0 „•_p• +sp.o, -sD.O 9•-D' Q STORM PAN +55.0, -55.0 +55.0 -55.0 EL SCALE:1/4'- 1' +60.0, -60.0 9'_ • +70.0. -70.0 8'-0" +70.0, -70.0 6'-5" r3 CONCRETE ANCHORS(SEE SCHEDULE) 3' +60.0, -80.0 7'-0' +80.0, -80.0 5'-8' oar. �Mo I u12 l u;n. +90.0, -90.0 6'-3" 00.0, -90.0 5'-O- 0o 0 +90.0. -100.0 5•-7" +90.0. -100.0 5•-0• W +90.0, -110.0 W Z +90.0, -120.0 4'-8'. +90.0, -720.0 ¢'-9' U H _ +90.0, -130.0 ¢'_p• +90.0, -130.0 4•-4 I/2" �---+��,` Y #NOTE.• MAX.ASD. DESIGN PRE35URE RATING&MAXIMUM q A PANEL LENGTH FOR INTERNALLY REMOVABLE PANELS AS PER _ - MOUNTING INSTALLATIONS ON SHEET 7 OF 17 IS - 2 +50.0, -50.0 p.S.I. W/88'MAX.PANEL t R LENGTH. MAX.A.S.D.DESIGN PRESSURE RATING&MAYIMUM PANEL LENG771 4.Ll FOR MOUNTNC AS PER ALTERNATIVE III AND 14 = ON SHEET 14A AND 15 OF 17, RESPECTNELY,ARE _ I +50.0,-60.0 p.r.T. FOR 78-M°x.PANEL 1FNGTH, " I--J"-I CONCRETE ANCHORS(SEE SCHEOUL£J------I-,J`-� `q1� 111I.111 �fi ' LE Gnu 0.0, -50.0 p.r.1. FOR UP 70 fOB'PANEL �) Max. Mar. STORM PANEL 1 M;a. ,�''�P'••R. •. T'% � ,._. •:.;;-: .,. TYPICAL ELEVATION c S.' \CENvs ' �y FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) a F •, , d YY, a r.s ezo15 1IL*W/NG 0.050" BERTHA ALUMINUM STORM PANEL r1/4'Max. GAP ' °?• a• 44100e7 (2.00" DEEP)1/4"Max. GAP DR4wN dr` -- J'' C EASTERN METAL SUPPLY, INC nsDAM.IS . 241 9 't y.." I G ��� TILLR TESTING ENGINEERING COMPANY �T PA"ZCL FL SECTION A-A �` (581)209 82&T,FAX:(567)H41-1718 1Jr_04Jr /j. v\"; yt�• :L 9s)1-ts.Io.ru:(]o.47nn-tsst �..,e omsnni ORAWNG Al. I AEo-00G6719 N.1:S JJ r101,N`I.ki1111:�• wALTER A T4N Jr.,P.E f°O 11-at SNEET 2 OF 17 FIDRIDA Ila.44167 0.010 OP.x 0.010 114'1-20 S. W Ul BOU.�l NOT =ERfl T- .2JI' 0 12 0.C. B'011�/Nlff 0 2_0 C_ jop + 4 l:- _0 F11 N .090 m 71--- 41 -h HEADER "E" TRACK (1) 3' MOK, OPTIONAL Ham "u" BUILD OUT-HEADER Vf HEADER 3- Am. ANGLE BUILD our im 0 SPAC4VCS SK 0'-a c R—i Ur LOc1T ON 2 SECOONS OE7.w.I tler.Wn T 07 REVERSED "F-ANGLE TRACK (9) 7- TRACK ANGLE (2) STUDDED A (��.MIM WALL 1.75'xaU,32 11 2-x5nWA—X I/e, ANGLE WITH STUD ANGLE WH SW 0-317, r 2*' 114'0-20 .2 SERIES S. S70 W1=To "7' PIA7E 0.6w, 2,760-6'13" .7510' ko.A 131' 9: i TYP. IF'471" LAR6IF KEY HOLE 170H f) HOLE (OPTION g IT PA 0.625 t Af'R. .085"12A ROUND HOLE 1 , 1/2r- 0„"t1Ci E 12 KEY HOLE AT PANEL KEY HOLE WASHER (R STUDDED PLAM"',, ....... Ll 0 2.05' IDA 111 FLORIDA BUILDING (Non High I cl urricone Zone) 8.0. A SNAP 0 020f5 7XTEC0.INC. 0.050" BERTHA ALUMINUM STORM PANEL F.R.L (2.00- DEEP) DRAWN BY. DETAIL 1: sTuv wl WING NUT .5124115 = 11LIEC EASTERN METAL SUPPLY, INC 0- ...\ 4266 WEST Ra4DS DR&r COMPONENTS TILLIT TESTING &ENGINEERING COMPANY OfSr PAL-a5AW&J3407 PHONE:(561)209-a6J.F".,(56f)841-1716 15-045 E,-0005719 WALTER A. FLORJOATU-4-41a- SHEET 3 OF 17 9 cant. 250• POURED CONCRETE AOR L CONCRETE ANCHORS _1,U�. CONGESTS ANCHORS CONCRETE BLOCK WALL COI!!. CONCRETE ANCHORS (SEE SCHEDULE) (SEE SCHEDULE),__ REQURED 1 (OPEN Pv-,4 IN+) (SEE sCHEDULE)\ _ �_-.d,P77, __ 3 ConL 1"Min. ____ .5�' CONCRETE ANCHORS (SEE SCHEDULE Max. FOR SPAL7NG) I 1 E0. POURED E.D. i I POURED E.O.COICRI POURED I CONCRETE R£WREDZ I FEOURED j CONCRETEREQUIRED i i 1 1 ' I E.O. I W ' I n 7"Mn.SEPARAR CLASS ON I �' `____-1 Nin. 7K/N 1 1 TO C/ASS i pj i IQ (ASS j i I 1 O I I I I Lill I'Min.SQ'ATL4770N j w TO GL455 I OPTION 0I ® I I u �1"kin.SfPARAnON w I I W CONCRETE ANCHORS SECTION 3A I TV CL455 1/4"P-20 J/4" ' (SEE SCHEDULE) I I I 1 I Is.$BOLTS W/7/B• 1 , , I W I I I3/32•WINO NUr® \___1 1 2 12"O.C. I 1 a .500" I I 1 I k N I k j W I I POUR E.D. f I I W CONCRETE I k POURED E0. o OR CONCRETE - REOLlRED i REO°CK WALL CONCRETE UIRF.0 L POUR CONCRETE I CONCRETECR 1 j w CONCRETE MICHORS� A I 7" OR CONCRETE OR j , �- (SEE SCHEDULE) I BLOCK WALL �(D ED.REQU/RED IE f_7"O S 770N W1 (OPFJ/POSITION+)/]_ CLASS 562 I 1 SECTION 0 ANCHOR / T.125•I CONCRETE M'CIIOR5 y ._.. ,.-: - '/ (SEE SCHEDULE) 6 cone. OP7/0H d2 1 (SEE EE SCHEDULE) �°Rs —Puo�� I _ - B c L SECTION =- � WALL MOUNTING INSTALLATION SECTION®ANCHOR SCALE:1/2'= r• I 1/4'o-20 x 3/s' i i I - SECTION 2 J/JZ�NS N 7, 7/8 x J/az NNO NUT P(WR 12 O.C. , I ®FA STUD ' CONCRETE 1 1 1 OR CONCRETE i I ^, POURED CONCRETE OR 1 REWIRED BLOCK WALL E.D' i I CONCRETE BLOCK W , — , �— REQUIRED CONCRETE Bt ED. OR CONCRETE 1 7/e•x J/J2• W E D. EDGE DLS7ANCf r j I NUT A OCKp (SEE SCHEDULE ON J 5 Cone I 1 I l COM. •�-. I EVERY SIUO ,a clWi SHEETS 9 @ 10& 77) CONCRETE ANCH(MS (OPEN POSITION+)' REQUIRED O 12"O.C. (SEE SCHEDULE) SECTION ® STUD fy ' ' ' TYP. TOP/BOTTOM 2 I WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION +H01K.,SNAP cnP r(P SECTION 4 9 Cow NOTE FOR COMB/NA770N OF SEC77ONS: \\ REMAIN CLOSED AT N N \ OG !IVNli..3 HURR/CANE COND/DONS. SCALE:1/2' 7 SECTION®STUD WALL MOUNTING 5ECI10N5 CAN BE �•��V.•' 1GEI�I O '•,v�0�� WALL MOUNTING INSTALLATION COMBINED 7N ANY WAY TO SUIT ANY LNSTAL(A70N. _ ajc FLORIDA.BUILDING CODE (Non High Velocity Hurricane Zone) 1f�, �}^ 0201577UECO.INC 0.050" BERTHA ALUMINUM STORM PANEL F.R.L. SCALE. 1/2"= I" 7 �F -• SECTION I ? (2.00" DEEP) DRAWN Br MOUNTING INS "�:DETAIL OF SECTION 0 STUD VAUD ALSO FOR EASTERN METAL SUPPLY, INC °'aZ,��/'S WALL INSTALLATION-SWW14 2 OUP) Q'w ry/ TIWT TESTING Q ENGINEERING COMPANY WEST PAW REAM,6J. FLJJ407\1 %LONE: 58)/209-9Z6J.FAY:!561 n-r716 15-045 AA///Alll l l71 II I\I'L\` NSs n .xN. a to�6M779 bin Isil}tlm dO n-ul ORAMNC No m.l" ux WALTER A.TRLTT Jr.,P.E. SHEET 4 Or 17 E1.OkI0A U..44167 7/9'x J/J2' SOLJO SET OR ELCO male PANELMATE OR SG.TAPCONS WNG NUT CONCRETE ANC/70l7S 0©OR® W/f/4-m-20 SIDEWALK BOLT OR 0 �Z"O.C. Y STUO (SEE SCHEDULE) CONCRETE ANCHORS E D. _ AT PANELdWTES CONCRETE ANCHORS E,p- (SEE SCHEOU E p / // 1— OR®W 1J W 1 4 m-20 TRUSSHEAP BOLT++--- OR S.GTAPCONS o {SEE SCHEDULE) \ ' I '(SEE SCHEDULE FOR SPACINO)� \V I T POURED CONCRETE II POURED CONCRflE I REOUREDf- o i REQUIRED 0.I ED. i POURED I.i i I \ \ I t CONCRETE I \ \ V POURED REQUIRED I I I CONCRETE o OR CONCRETE IAL7L7fNA7F' I BLOCK WALL I h� I LF.G COCAlICN I � REOUTRLa 1 I I I I f 1 I I I I i I � 4 Conf. I i I I I I I I I I 8 ConL I I 1 f/4'0-20 3�4' BO L1S W�)/B I t yt 1 j T I w x J/Jj WING N I I I H 1 I N I T. 12" OPTION�1 CONCRETE ANCHORS I I I 5 I e (SEE SCHEDULE) N SECTION 5A e I I U N N W • h I 1 W W I 1 . h Goof. 1 I I I I U 1 I W Jan.SEPARAnON L I 2 Cs TO CLASS 770N 1 I TO CLASS 7"Akn.sEPARA770N I i POURED I I I tl I 1 15 I TO GLASS R W CONCRETE REQUIRED H I I I I } I I I 7/6'x J/32" K I I * 1 W 1 1 WWG NUT® yi° 11/4'm-20 r I 1 / I ' 1 EVERY STUD I J/4'S.S.BOLTS I I I 9 1 0 12'0.C. i W /J2' i POURED j 1 1 i Cont. i I!Z"O.C. 1 I CONCRETE 1 1 I I a s I j OR CONCRETE u I I I 1 j I.125' I I 7 1 BLOCK WALL l I I W I 1 Cont. REOU/RID I I ' a fOPTION POURED CONCRETE UCONCRETE I - ' SECTION 5A REOUIREO '' REQUIRED 1 1 ' CONCRETE ANCHORS E P. CONCRETE ANCHORS SOL/P SET OR ELCO mole PANEZMATE OR S. 7APCONS� (SEE SCHEDULE) (SEE SCHEDULE) E D. 0®OR 2� W/7/4 C 20 SIDEWALK BOLT OR 0 -1= ®OR®W/@ W/1I4 C-20 TRUSSHEAD BOLT++ CEILING & FLOOR MOUNTING (SEE SCHAWLE FOR SPACING) - I CEILING & FLOOR MOUNTING DIRECT WALL MOUNTING INSTALLATION (D. �r Mn. BOf ; 1 INSTALLATION — SECTION 6 INSTALLATION — SECTION CLASS 7 — SECTION 8 SCALE: 1/2'- 7" .TO CLASS J/32' SCALE:1/2'a i" �y I I I WNG NUT 0 SCALE: 1/2"-1' - ' 1 EVERY STUD - 9 I I B 12'O.G _ I CmnL I r h o POURED CONCRETE I rI 1 I E.D.= EDGE D/STANCE Q11n7it\�Il't�hd'JJJfgJf JA L REQUIRED (SEE SCNEOULE ON ,�r,���?R:•I.1L(/T`A, CONCRETE ANCHORS E,D. SHEETS 9 R 10 d IT) a♦ .t/n A„' (SEE SCHEDUL0 ?�P•.• �,EN SF ••J FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 't 4Q' 02015 RLTECQ.NO. 0.050" BERTHA ALUMINUM STORM PANEL F.R.L. NOTE FOR COMBINATION OF'SEC77ONS: �yQ. y-•. (z.DD" DEEP) awWN BY, BUILD—OUT & FLOOR MOUNTING WALVFLOOR/CEJUNG MOUNTING SECT70NS CAN BE �:G/`�—� •- 0J/Pt/TJ INSTALLATION — SECTION 5 COMBINED IN ANY WAY 70 SUITANY INSTALLATION. /i/ '* 1 L E C O ,nc. EASTERN42Ml 68 EST RWSUORIW INC w E WEST PALM SG404,FL J3407 `� �� 15-045TIGJT TESTING X ENGINEERING COMPANY , w (56I 2G9-66J TX(5611B�i-f7fPHONE: 6 SCALE 1/z -r > cc I 11 . JA11�VI d1Y r\� t<N •( IBJEal W0G719(JoslaJt-tvt R DRAMN0 Na J/fllllll1114111ii1 WALTER A.TILLJr Jr.,P.E. II'9I SHEET 5 OF 17 TLOfdl7A ITC.44167 CONCRETE ANCHORS (SEE SCHEDULE) SOLID SET OR ELCO male PANELMATE OR S.C. TAPCONS \Y 0 O2 OR® W/1/4"0-20 SIDEWALK BOLT OR 0 POURED 7/8 O x 3/32' CONCRETE I f ®OR 1®W/ 13 w \/1/4"m-2 0�TR,`l U-S- SH=E_D BOLT+iIIII+ W I�NGJ NUTS ® 1a2l'O.C. IIII REQUIRED I 1IIfII EQ (SEE SCHEDULE FOR SPACING) AT PANELMATES OR S.G. TAPCONS G IIIIT �e \4 Cont. CS POURED CERETE W2N NCEE UL(SEE SCHEONC E. D. EDGE OfSTDE ON RUR I I I SHEETS 9 & 10& I1) I I I I W I I I I 4i I i I 1'Min. SEPARATION w NOTE FOR COMBINATION OF SECTIONS I I I 1 I I I I J I I I U w TO GLASS WALL/FLOOR/CEILING MOUNTING SECT70NS CAN BE 70 CLA55 1"Min. S£P4R4710N I I I 2 I I I I w COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. G1 `. I I t I I I I I W I I I ! I I I 2 I I I I I + + SIDE WALK BOLTS ARE 3/4 ox3/327HICK I I I I W I I I I w HEAD MACHINE SCREW W/LENGTH 7/8"0 x 3/32" j j j AS PER N07ES A.2 & B.,- (SHEET 1) J I 1 j j w I WING NUT® TRUSS HEAD BOLTS ARE i 2 Ox7/8"THICK - I t I I 2 I EVERY STUD I I I o TNH 7/8 0 3/32- x - I j j HEAD MACHINE SCREW ( I y i ® 72'O. C. i i i � AS PER NOTES A.2 & 8 .2 (SHEET' i) WING NUT® I 1 I 1< EVERY STUD ® 12"0. C. Cont. - I I I 1 i ALTERNATE LEG N POURED ci f t I I LOCATION I CONCRETE I I I OR CONCRETE BLOCK WALL REQUIRED I I o x I I L POURED CONCRETE I I EDGE OFY-_.-- LJ REQUIRED SLAB IF CONCRETE ANCHORS CONCRETE ANCHORS�� APPLICABLE (SEE SCHEDULE) (SEE SCHEDULE) E.D. ...y. -. _ Cant. CEILING & FLOOR MOUNTING INSTALLATION SECT,10 ""fD1,, ;���•'" FPlSF''•�9 FLORIDA BUILDING CODE.(Non High Velocity Hurricane Zone) WALL MOUNTING INSTALLATION _ 02015 maw.ING 0.050" BERTHA ALUMINUM STORM PANEL FAA ND,441 7 � (2.00" DEEP) awawN er 0JI2415 SECTION 9 EASTERN METAL SUPPLY, INC we. o�•, 4`TE OF Z 11LIEC O INC. '268 TILLIT TESTING h ENGINEERING COMPANY M J� CH.F _ SCALE 1/2'= 1" % /` 4 .\ \�< O]] N..JLh A A.. O!.M3H J ff b ?]16G ! J N A Q� \ : ]05, ` I.yl PNONC�1 2a9-826J,FAX: 561 I 1-1716 ORAW)NG4No k",tl;�0��!�r1in�`�4�`1* W yc oRa LcLTAi1. E of wv �� SHEET 6 or n FxISTTNc FxrsnNc 7JCON 2' J 1/2" BRICK VEENER I 1�4 M/N 2' 3 1/2' BRICK VEENER PENWK WIK PLNEI24RON 70 AW MAX CON _- CONCRETE BLOCK - &2" CONCRETE &T"TO C[1NCRElE 3 cant. ____ _ _ _ _ __ _ -ni. O k O I O 1 I I I I I zV 1/4"018"a male IX/S77NC W POURED CONCRETE PANELMMTE TVAS ANCHORS OR 1/4"0 STEEL ANGLE LINIL7. 1 PANELU"E TV mole STEEL L A I 1 2 x I POURED CONCRETE J PANEfALA]E TYAS ANCHORS OR r/f'0 STEEL ANGLE UNTEL I OR CONCRETE BLOCK TAPCONS OR 1/4"0 ELCO MALE AS APPtIGBIF I OR CONCRETE BLOCK AS APPUGiBLE WALL REQUIRED I I I WALL REQUIRED I I TAPCONS OR 7/4'0 ELLD AWLE 1 I I I PANELNATES(SEE SCHEDULE FOR SPACING). ' 1 I I PANELMAms(SEE SCHEDULE FOR SPACING). I 1 IWi`I II I 1 II OPnoN sa OPTISECTION 1 1 A ON f2 � SECTION 118 I r"ue.sErnnnnoN I � I Tit CRASS ' ' h I W I 1 I 1 I EXISTING f7R/CIC S!LL I - 1 1I SS L?OLrs W/7/6 Ox C J/J2"WING NUT S i - J .. r2"D.C. -'-7 D. s EDCE 015TANCE .... 1 I 1 1 (SEE SCHEDULE Ol4 _. I I SHE 9& i0& 11) M/N., ` o A, NC i SIDE WALK 80LT5 ARE JA4 Ox?lg27HICK .I. PFNEIJLIRON IO I. W SUSING I 1 HEAD MACHINE SCRL:TV /LENG _. 'I CRETE BLOCK I I N07E FOR COMBINATION OF SECTIONS AS PER NOTES A2&B.2(SHEET 1) COO TO CONCRETE ' APPLICABLE j WALL/FLOOR/CQUNG MOUNTING SEGWONS CAN BE /NHEAD H BOLTS W/LENGTH/B'nBCK I " 1 COMBLNED IN ANY WAY TO SUIT ANY INSTAtLA7fON. AS PER NOTES A2&B.2(SHEET 1) I __I__—_ I I I 1 F9. I. 2" J 7/2._� Cant Max. Max. � ' •i - ,:.«::' R(kINC AtcTit,,,1rr�A WENERaA ���.•"' " •Td FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) POURED CONCRETE 1/4Ox8'ELCO male \C ENS' '•.'p OR CONCRETE BLOCK PµELWTE TVA5 ANCHORS OR 1/4"0 F 02015 TILTELV,INC 0.050" BERTHA ALUMINUM STORM PANEL F.R.L WALL REOWRED TAPCONS OR 1/4"0 ELCO MALE _ /,,1 (2.00" DEEP) DPAWN BY- PANELWTBS(SEE SCHEDULE FOR SPACING). _ No.44167 e 0.3/24/15 EASTERN METAL SUPPLY, INC D„£ BUILD OUT INSTALLATION V ST DS WLS!ND DRAT WST PALM REACK n 33407 i5-045 IMF TILUT TEST TING h ENGINEERING CO PANY PHONE'(561)209-826J,TAX-(561)84I-1716 (I +".� &vs N ".]sn S�4a]W. M.rt vl6e ORAKING No SECTION 11 •� ..• •,�M1�,\y :(w]Je7I-Iva." : EB-(100671: _ n/r SCALE:J/B'= i" �'t, O t,L %\N WALTER A RLLR Jr.,P.E. SHEET 6A OF 17 TTT70 Itl lt\it FLORIDA U..„187 -71 1/4'4 TAPCONS ADJACENT INTERIORLY ADJACENT 9 6'O. C. W/1 1/2'Min. THREADED PANEL REMOVABLE PANEL CONCRETE ANCHORS ft�ER ISTING WOOD STORM PANEL 114"Max. GAP AT 6'O.C.114'Max � ry�POUREDCONCRETE `r OR ANY OTHERREQUIRED 2TOPTRACK h OR ANY OTNLFSECTION B—B 'QPTRACK SCALE: 1 1/2'= 1 1/4=20x1-SS. WOOD HEADERSIDEWALK BOLTS I �: REQUIREDW/7/8-X 3/32'WING NUTS ATOVERLAP m � U B (BOTT) 12A,128 8 (BOTT) 1/4'20,I'S.S. SIDEWALK BOLTS. 1/4=20x 1'SS ¢ PANELENT µ,/7/8'X 3/32' INTERIORLY W SIDEWALK BOLTS.-� 7/8'x J/J2' R WING NUTS AT REMOVABLE ADJACENT ; W/7/8-X J/J2� WING NUT 0 h OVERLAP STORM PANEL PANEL I-Min. SEPARA776N" R WING NUTS AT r-y ro af,Ls ODN" ' EVERY STUD TO GLASS a OVERLAP a 12'0. C. 71 I1111 Kill -o B POURED p -B CONCRETE_ U W OR BLOCKNWALL O U 7/8'x 3/32' p \ 9 REQUIRED 4i W/Ey£RY STUD W } 0 12-O.C p U o PLATE REO D. -- 1/4'0 ELCO PANELMATES -- - -- SOLID SET OR SG TAPCONS STUD OA S.C. TAPCONS W/ T MIN. ` OR PANELMATIs ANCHORS ®2'0. C PENETRATION AT MIDWO. ®6'O.C.AT ADJACENT R U (7l OF PLATE® 6'O.C. PANELS ®ADJ4CEM PANELS -=w= - 8 (BUTT) 12A,12e 10.8 (Born) _ WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 12A SCALE: 1/2"n I' SECTION 12B SCALE 112 I _ l 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 1/2' o,,�F,P\p,TfC(�T✓, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) CM16 PLIECO,nN 0.050" BERTHA ALUMINUM STORM PANEL FR.L. No.4Ai67 (2.OD" DEEP) ORAwN Dr. •' r 4 EASTERN METAL SUPPLY, INC °'Dim- '(mC Y •tv F 'L, E C® 1 N C. 4Y68 WEST RWS DRNE o' 7 OEYF PAW REACH.FL JJ407 15-045 �•• TILUT TESTING h ENGINEERING CONPANY PRONG T36IJ209-6M FAX:r561J841-7716 J` f/ � • ( �ti 6159 KR�.]6M.A.Ate.b�.vc[]tN WOFl4.it 3]I!C ~NG No WALTER A TILLIT�71J,.P.E. at0 r/-ur i]N SHEET 7 OF 17 rTL�liill iSliiil4\\ RORIDA Lie.44167 POURED CONCRETE 1/4'0-20 S.S. MACHINE OR CONCRETE BLOCK BOLT W/NUT&WASHER WALL REQUIRED 2.500"Min. CONCRETE ANCHORS 7/6"x J/32' II'"-- (SEE SCHEDULE) --- 1' IERMNC NUT A 1 POURED CONCRETE A f2 CONCRETE ANCHORS 2.500- fY STUD OR CONCRETE BLOCK -- - A 12'0. C. GUT PANEL i WALL REWIRED � POURED ' E D, CONCRETE ANCtK)RS 1'000" CONCRETE ConL -- z ALTERNATE LEG LOC47ION .4EOU/REO� 1 2'x 2' 055"TO 2-z 5-x.055-C"n1. Arum.ANGLE OR N - .080'J105-HI54 SHEET 2"x 4'r 125- METAL Al—BENT PLATE W J105_H14 OR 6063-T6 ALLOY h = C-1.Alum.ANGLE I m I--�r Mil.SEPARATION— TO GLASS ! CASE A Plan) CASE C (Plan) I � SCALE.' 1/4"= 1' SCALE: 1/4"= l" 2-x J'r 09.7'3105 H-14 OR V 6063-T6 ALLOY Cont.Arum.ANGLE WITH ANCHORS A 12"O.C. 1.000, i WlNC NUT® t HALF PANEL >_1/4'GAP 12'0. C. YAR/ES J'u POURED CONCRETE OR CONCRETE BLOCK 1.000i 1 POURED CONCRETE Nor v f WAIL REQUIRED Conf. OR CONCRETE BLOCK �J WALL REQUIRED CASE D ()!lan) POUREDCONCRETE SCALE.• 1/4'= 1 REQUIRED LJI `- REQURED CONCRETE"ANCHORS / (SEE SCHEDULE)-J //' E.D.- z 90'c L 1,T5 x = BUILD our ols� ' i aii TRACKS(TYP)CEILING & FLOOR MOUNTINGINSTALLATION - SECTION 13 2-U... i 1.5x X SCALE 1/2'_ ,• E D.= EDGE DIS ANCE 1/4'o BOLT 4'r 4"z.072' - (SEE SC HT ON 24'O.C 310.5-H74 OR 6065-76 ALLOY - -- SHEETS 9,to& 11) W/JACKNUT Cont.At—ANGLE -" NOTE FOR COMBINARON OF SECTIONS: CASE B_ CASE E (Plan)WALL/FLOOR/CEILMC MOUNTING SECTIONS CAN BE SCALE.. 1/4'= 1' SCALE: T/4" 1" END CLOSURES DETAILS COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. - L—= �F iAtfurrrTlrTl .•'.TIC`/`�i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) amrs 771.1600,IN 0.050" BERTHA ALUMINUM STORM PANEL F.R.L. • zt. _„ - •C� (2.00" DEEP) wrnwN w. �7 . tl.a.Sb.ao 5.w a tnwC MW6.rt utsaEAST , °'U15 SUPPLY,TAL 411E.4268 WEST ROADS DRNE IL ECOlNc. TWT TESTING C ENGINEERING COMPANY w BEA FL TAIM0 PHONE(561)2091263. FAX:(56})g.4r-1716 15-045 DRANINC No EB-0006714 ee ail.s� ...... WrLTER TWJT Jr..P.E an rr-nr yr a� 1, vl•.0 1•(=F•n�?,S�, fLIMIDA Lic.44167 SHEET A 8 Or 17 AM X A.S.D. DESIGN PRESSURE RATTING (n.s.f.) AND CORRESPONDING MA209JM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IN CONCRETE AND CONCRETE BLOCK STRUCTURES ASO P6PJ1 uM'IYIN N{M'.V6�ACnC£PPE 0.-1 112•• SELT,IY6'/d YaODUu PAM2 AS0. NaYMiM MYllptS SYALM:H14 E O. J 1/1'•• bEtTAMY/d u..W,Y AWII FwmtuE 12fI8AP T12Y145 9?{O w SGTNRW AWBLMT S PNQWIE IYAS NA'(TW@wwPV 1t1dGiN 2'(2) Hk'Ssu 4 /rtLYAM iAPLMs. Soup SET SGTNCMI PA�LuiLS v ta6uiL N Aw ttW6NAJUY ftlxlli 7"(2) d11b'k'(p+/J ro rnilasrE ro ra°wPr m cmca7E m 1LlSMP71"ro wwaere ro Lu yr m eueia-iE m uanw»- m av cis ro Iramvn ov Iwv R'�(iJ m mea[ie m•w.mvar m uc�Tc m wswrrr m mvoaic ro uaramr ro oa+acic m NuaWer ro eavcarrr ro u�mwT n!'iRr I 12' N/A 12' N/A 12' N/A 12" N/A 12' N/A 1(TOP) 12' N/A 12• N/A 12" N/A 12' N/A 12" N/A I(TOP) 12- 11' 12' 12" 12" 1z" 12• 12' 12' 12' 1(RODOM) fY 7' 1• 12' 12- 12' 12" !2' 12- 12' i(BOTION) II' N/A 12- N/A 12' N/A 12' N/A 12' N/A 2(TOP) 12" N/A 12- N/A 12- N/A 12' N/A 12' N/A 2(TOP) 9' 9' 9' 9- 1. 9' 9' 9' 2(BoT70M) 9' 9' 9' 9' 9" 9" 9' 9' 9' 9' 2(GOTWR) 9' N/A 9' N/A 9' N/A 9" N/A 9' N/A SA(10P) 9' N/A 9' N/A 9- N/A 9' N/A 9' N/A 31(TOP) 9" 9' 9' 9- 9- 9" 9- 9' 9" 9" J(SOTTO-) 9' 9• 9' 9" 9" 9' 1. 9 9" J(60nON) 12' 11' 12' 12- 12" 12- 12" 12- 12' 1 IT' A(TOP) 1,2" 7- 12' 12- '12- I2- 12- IV 12- 72' I(IDP) rZ` I1' 12 12' 12' 1z' 12" 12' 12" 12' 4(B(ITTON) 1. 7- 12' 12• 12' 12" 12' 12' 12' 12' I(6011171J) 9' N/A 9' N/A 9' N/A 9' N/A 9' N/A Si(Top) 9' N/A 9' N/A 9" N/A 9' N/A 9' N/A m(TOP) 12' N/A 12" N/A iz• N/A 12' N/A N/A N/A 5(BOTTON) 9' N/A 11' N/A 12" N/A 12- N/A N/A N/A 5(60rmul I2' N/A 12" N/A 12' N/A 12' N/A N/A N/A 6 ow) 9' N/A f1 1/2- N/A 12" N/A 77' N/A N/A N/A 6(mp) ♦/O.O-4aD 12' N/A 12 N/A 12' N/A 12' N/A N/A N/A 6(DOTTO-) B'-O" °.0.-40.0 9' N/A 71' N/A 12' N/A 12' N/A N/A N/A 6(60TION) >6'-0' OR OR OR UP TO uw 12- N/A 12" N/A 12 N/A IV N/A N/A N/A 7(TOP) LESS LESS 9' N/A 11' N/A 12" N/A Y2' N/A N/A N/A 7(imp f3=O"• 12' N/A 12' N/A 12' N/A. 1 12' N/A N/A N/A 7(B0770.4) 9' N/A 11' N/A 12' N/A 12' N/A N/A N/A 7(BOTTOM) N/A N/A 12' 12' 12' 12' 72- 12- 12- 12- '6(TOP) N/A N/A 1,- 12'• lz� 12'• 12,. 12'• 121 72"' 6(TOP)' N/A N/A 12' 12- 12' 12" 12' 12- 12- 12" B(BOTTOM) N/A N/A /2'• 12" 1z'r 17'• f1"• 12" 12' T2'• a(BOTTOM)• N/A N/A 12' 12 12' 12" 72' f2- 12- f1' 9 O) ) N/A N/A 12'• 12'• 12"• 12'• 12'• /2'• 12'• I2'• 9(top)• 12" 1" 12' 12" Iz' tz' 12' 12' 12' 12' 9(BOTTOM) 12' 7' 12• 12" 72' 12' 12' IV 12' 12" 9(Ronw) 1. N/A 12' N/A 12' N/A 12' N/A N/A N/A 10(Lop) 9' N/A 11 I/2' N/A 12- N/A 12' N/A N/A N/A to 0op) 6' N/A 6' N/A 6" N/A 6' N/A N/A WA f0( ) 6' N/A 6' N/A 6' N/A 6" N/A N/A" N/A 10(BorION) 9' N/A 9" N/A 9" N/A 9' N/A g• N/A 9• N/A 9' N/A 9 N/A 9' N/A 9' N/A IIA(>DP) 9' ' ' 9' 9' 9' ' ' ' 1ORON) ' ' ' 9' 9' 9' 9' 9" 9' 96' N/A 6" N/A 6" N/A 6' N/A 6" N/A J(TOP) 6" N/A 6' N/A 6' N/A e' N/A 6' N/A !3(OP) 6" N/A 6- N/A 6' N/A 6" N/A N/A N/A j"l"(A7:) HOTILW) 6' N/A 5' N/A 6' N/A 6' N/A 6' N/A iJ(BOr7ON) • USE 6'oC TOR PANEL LENGTHS LARGER THAN In'-0'AM)USE 12"OC AS SWW ON SCFfEDUi£FOR PANELS LENGTHS EOUAL OR SNORTER THAN to,-0 ••NAXiNUN ANCHOR S'PAClNLS ARE vAuD FOR 3 1/2'EDGE DS?ANCE.FOR E.D.LESS THAN 3 1/2; ANCHORS LEGEND '- REDUCE ANCHOR SPACING BY MUL M 14NG SPACMG S74WN ON SC7/EDUL£LTY THE FOLLOIYTNG)ACTORS (NOTE Nio.E O.FOR SG3UE T ANCHORS IS D9 mm- FOR THIS O/'ERA710N TO BE PoSS/BLE REDUCED SPACWG OOTAM2D USING fACiWi Sf4LLL NOT BE ANCHOR TYPE ARMOR LESS MAN A#MUU-SPAC/NG MOMA7E0 FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. SPACING FACTOR TAPCON(REGULAR OR SO)PANELIA47E OR PANELMATE 7YAS J' E O. =EDGE DISTANCE �. ACTUAL E O. TAPCON(REGULAR) SG TAPCON.PANELMATE OR PANELWTE TVAS SOLID SET SOLID SET .96 .75 �__ 2 1/2- - .71 .50 t_Ls._-i ��• '�Ehs. ' RORIDA BUILDING CODE (Non High Velocity Hurricane-Zone)-" `� 02015 IlLTECO.MC. 0.050" BERTHA ALUMINUM STORM PANEL FR,L if 4 4167 (2.00" DEEP) DRAWN e.�•Y EASTERN METAL SUPPLY, INC 03/�2AE/15 IL ECO .,.. lz0' QP C1'�ti� THL WEST_IT TESTING&ENGINEERING COMPANY WEST P WEST ROADS ORM PAL-BEACH,R JJ1)8 15-045 •'�✓.0,,.L .•, \,`� PHONE.' 561 209-8263,FAX 561 817-7 716 !~ `F sass w.w.xu.s1..se..ws,vmemW e,WUNs.n�14e ( ) ( ) .Y,r C � rr��{ G,\\\ �A:L MTEB-DD06719( )BTI-lall ORAN'1NC No WATER A TILUr Jr.,P.E. - w7' SHEET 9 OF 17 TLiliit nii111T FLORIDA Ui.44167 MAxwx A S D DESIGN PRESSURE RATING (D s f LAND CORRESPONDING MAXIMUM ANCHOR SPACING SCIMO7M FOR WS AWTIONS IN CONCRETE AND CONCRETE BLOCK STRUCTURES A Mara 1u.Tww Nzlsws soArm InR c a- r/z's wwvaaE To Asa uw+uuu A+r�r.�a�ArAw lna c o.- 1/s•• m,a9s/i wme.0 vw¢ axe Aeaua raaevu 9Y0.srr saawemH vN.vwrzs vArAT4ure na: ANi• mxlinAav rexi D�rj vamvrs RmnAx urruxr swm sxr se.aweav vun.wres vAlaxarr ryas Aw eolrar eENCIN 1•(M lumue(AaAJ ro e9Na¢-1r ro uamvR,'ro no6r6Ere ro u®•.r+r ro arr6ae ro wsa+orr' ro m+arlE ro uAmwn ru c»NFNs1E'ro uamrer ar nEu •Paj`tl D" m C IYTE m uaswwr ro eaee2le IT,Maarmr ro cusse7e ro ulmvRr m oaAaz7e m AKmvxy m OYdAGTE ro uTw'uer rx 1R61r 12 NIA 12' NIA 12' WA 12' WA WA WA 1(Top) W N/A II' 'WA It" WA II" NIA 11' NIA 1(Top) 12' 7' 12, 12' 12- r2' 72' 1. 12• 12' 1(BOTTOM) It' 4" It" If' II' 11' 11' 7' it, 7' 1(80r7LLQ 12 N/A i2" N/A TV NIA 12' NIA 12, NIA 2(IOP) W N/A III NIA it" I{/A W N/A IT' NIA 2(70P) 9' r 9' 9" 9" 9 9' 9' 9' 9" 2(BOT10M) 6• 4• 9' 9' 9" 9" 9" 7" 9" 7' J toorn r) 9" NIA 9' MIA 9' NIA 9" WA 9' NIA JA(IW) 9' N/A 9" NIA 9- NIA 9" WA 9' NIA M(10°) 9' 7' 9 9- 9 9' 9" 9' 9" 9' J(Donw) 8" 4" 9' 9' 9' 9' 9' r 9' 7 J(907MV) 12 7' W 12' 12, 72' I2" 12" 12• 12" 4(TOP)' '1" 4' 1T' 11' 17' of, it- r 11" 7- 4(TOP) 12' T 12" r7 72' 12' 12' 12• 12' 12' 4(BOTTOM) fl' 4' fi" 1" 11 11' 11 Y 11' 7' 4(�TIG.) 9' NIA 9" NIA 9' NIA 9" NIA 9' NIA S•(Rw+) 9" WA 9' N/A 9" N/A 9' N/A 9' N/A 51 rr...) to- N/A 12• N/A 1. WA 12' WA N/A WA 5 MGrTW) 5" B' 7" NIA 9' NIA 8- NIA NIA WA 5(BOTTOM) to' NIA 12" NIA 12" NIA 12" NIA N/A NIA _ 6(IW) 9' NIA 10' NIA f2' NIA It- NIA WA WA 6(IOP? • +IQO,-40.0 10" NIA 12' N/A 12 NIA 12- NIA N/A WA 6(Bamw) 8=0' "aa-sao B' NIA 7" NIA 9' NIA 6' NIA N/A N/A 8(BOriOu) 9-0' UP TO OR 60.0.-60.0 to, NIA 12' NIA 12" NIA Iz" NIA NIA NIA 7(TOP) LESS +80.0•-90.0 5' WA 7• NIA 9' NIA 8" NIA NIA NIA 7(TOP) LESS To' NIA 12" NIA 12" N/A 12- NIA NIA NIA 7(DOTTOM) 5' NIA 7" NIA 9' NIA 8' NIA N/A N/A 7(6or7OM) WA NIA 12' 12' W 12" 12' 12" 12' 1 12' a(T P) WA NIA 12' 12' 1 12' 12' 12' 6" 12" 6' B(TOP) NIA NIA /2' 72" 12' W W 12" I2' 1 12- 8(WrIUM) WA NIA 12" 12" 12• 12' f2' 6" 12" 6' B(80Tr011) WA NIA 12- 12' 12" 12" 12" 12' 12' r2' 9(Top) WA NIA 12' 1 12" 12' 1 12' 12" 60 12 6' 9(TOP) 12' 7' 12' 12" rz' 12' 12' 12" 1. 12- 9 ewmw) it' 4' IT' it' 11- 17' it" r 11• 7' 9(BOrmu) to' NIA 12' NIA iT NIA 12' NIA NIA NIA to(Top) 9' NIA to, WA 12, WA 11' NIA NIA WA 10(TOP) 6' NIA r NIA 6' WA 6' WA NIA NIA 10(Bomm) 6" N/A 6' NIA 6" NIA 6' N/A WA WA TO(DOr70M) 9" r WA NIA WA WA 9' 7' 9' r NIA(70P) 5" 4' N/A N/A NIA N/A 9' 7' 9' r IfA()UP) 9" 7" WA NIA WA N/A 9' 7- 9' 7" 11(BOr10M) B' 4- WA NIA WA NIA 9.' r 9' 7" II Mono 1) 3,6- NIA 6• - NIA 6" NIA G' WA NIA NIA 1J(TOP) 6' NIA 6' N/A 6" WA 6' WA N/A NIA iJ(rW) WA WA NIA 73(80r1OM) 6' NIA 12- WA 6' NIA 6- WA NIA NIA iJ(80nW) - - ANCHORS LECFNO ..MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 1/2-EDGE DISTANCE.FOR E.O.LESS rmw J 1/2, - - REDUCE ANCHOR SPACNG BY A4ULRPLYHNC SPACING SHOWN ON SCHEDULE BY THE FOLLOWNG FACTORS ANCHOR IyPE SPACING (NOTE Min E.O.FOR SOUDSET ANCHORS 15 J� FOR THIS OPEPA77ON to BE P055IOii;REDUCED SPACING OBrA(NED USING FACTOR SHALL Nor CC TAPCON(REGULAR OR SG)PANELM47E OR PAIMELMIE 71AS LESS 7ha.1MMU14 SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. y FAVOR SOLID SEr ACTUAL E D. TAPCON(REGULAR) S.G.TAPCON,FKRDJM7E OR PANELWIE TYAS SOJD SEr _a. J' - .86 -75 2 112" - .71 _50 1 �2, -15 _ O FLORIDA BUILDING CODE (Non High VelocHy Hurricane Zone) /� U�........,,••/T A �`�� •' \CENs'',/, , o2o7s nt7ED0 7 0.050" BERTHA ALUMINUM STORM PANEL FR.L <c (2.00" DEEP) DRAWN BY.• =° or/24/15 r EASTERN METAL SUPPLY, INC DARE 1 L E C O INC. 4266 WM R(W1S DRIVE z TIUJT TESTING&ENGINEERIHG COMPANY IYLSr PAW BFJ'CN.FL']JI07 ,p'. ' .W1t- •"�' PHONE. Wf)ZO9-626J,FAK 561841-1718 15-045 sis6 x.r.xm.x.s..ws,�xamaA r,+sea.n 37r6o ( 1 C I O�•. F pp(Ip .ww`� no :Ln a EB-D .Td:( m71-1mr aw m ORAWNC s I l�Q EB-0006719 '�'1yp1 WALTER A.TILUT Jr.,P.E. a�1Jw1 SHEET 10 OF 17 /F V •p• :`1`V MOR�DA Ui.44167 ' JLtlly/titiitifitlit, � ,uAMUM AST. DESIGN E Ss= RATING b.sf) AND CORRESPONDIMO MAx99M AArrHOR SPACING SOFMIM FOR DUST UAM IN CONCRETE AM COAC-RETE BLOCK Srrznrrrrn+s A9A W.mrt.v ANo1rAa svAa.c mn b a.J I/2'a• APwrw6rr ro uamAv Iawnn N.oxws-9'4cac me a n.-J rR" TO gc1KN9/A WpNyl pµq, AS0.O[SI'.V P.Pf6UREr12 REL1.¢M%PLP.6 'AYA1 YT .SGla41:w PMttW2S PMP2Wri]wlS '��T J!ro colcrkw T°IIISIY.WY ro C0.�K.PCrt'10 W9NWY 10 C'pA'iE ro_RY ro mwaTr ro WSO.WY O➢Rd A)P.G(Iu.E) rot6MIRWPY ID CLr6AE1E ro YtS6YR! ro LUKREIE ro WSaYM 10mtYiTc (fNCIN'L'M.1 N/A IY' N/A 12' N/A 12" NIA 12' N/A 1(TCP) g 1/2- N/A 9- NIA 9' N/A 9- N/A 9" N/A I1 1/2- 12' 12' I2' 12" 12, g 1/2' 12' B 1/2' 1(BOTTOM) 9" 7" 9 9 9 9 9' 7" 9 7' 1(BOTTOM) N/A 12- N/A 12 N/A 12- N/A 12' NIA 2(TOP) 9- N/A 9" N/A 9- N/A - 9- N/A 9- N/A 21/2- 9- 9- 9" 9' 9 B I/Z 9- 6 1/2- Z(wO ) 9' 4' 9- 9- 9- 9- 9` l' 9' 9' 2(om.) NIA 9 N/A 9' NIA 9' NIA 9- NIA JA(1OP) e" N/A 9- NIA 9" N/A 9' N/A 9' N/A 34(TOP) 9' 4 1/3" 9- 9' 9' 9' 9" B 1/2' 9" B 112' J(BOTTOM) 9' 4' 9- 9- 9- 9` 9- 7- 9- 9- J(BOTTOM) 12' 4 T/Z• 12- f2• IV fZ- TV 8 1/2' 12' 6 1/2- 4(70 Vs) - y- 12' 4 1/2- 12' 12, 12' 12" 12- g 1/2' 12' 1 B 1/2 4(OOTTOM) 9' 7" 9' 9` 9" 8" 9' Y 9' Y 4(BORON) 9" NIA 9- N/A 9• NIA 9- NIA 9" NIA S/(TDP) g' NIA 9' NIA 9- N/A 9' NIA 9' NIA 54(TOP) 6 I/Z- NIA 7"'. NIA B' NIA 7 J/Z' NIA NIA NIA 5(BOTTOM) 3• NIA 6- NIA 2- N/A 7- NIA N/A NIA 5(BOTTOM) P. NIA 9 1/2' NIA 10" N/A 9 1/2- NIA N/A NIA 6(TOP) 7' NIA 8' N/A to' NIA B" NIA N/A NIA 6(OOP) "I. NIA 7 1I2• NIA 8- WA 7 1/2'- N/A NIA NIA 6(BoTTAV) >g'-0- 00.Q._9°.6 5• NIA 6• N/A 7• N A Y NIA A N/A/ NIA b(BORON) ab 4-EO.O UP TO w 6' NIA B 1/2' NIA 7' A%A 6 1/2- NIA NIA N/A 7(TA') 12=6' IM4-1JO.B 5' NIA 6' N/A Y H/A 7" N/A N/A N/A 7(ILY) LESS 6" Af/2" 6 I/2' NIA Y NIA 5 1/2-- N/A H/A NIA 7(BOTTOM) 5• N/A 6' WA 7- N/A 7• MIA NIA NIA 7(BOTIVA) NIA 72'• 12'• t2"• 12-• 12-• 6-• IY• 6-• B(TOP)• NIA NIA 12' S. I2' 6- 12' 6' I7' 6' a(Top) N/A 12-• 12-• 12 • l2-• 12-• 6'• !2"• 6'• B(ITOTTCM) NIA NIA 12' 6" 12- 6- 12' 6- 12" 6' B(WITOM) N/A 12'• 12'• 1Z-• 12'• 12' 6'• 12"• 6'• 9(TOP)• NIA N/A 12" 6' 12' 6' 12" 6' 12' 6' 9(OOP) 12- 12' 12- 12" 12" 12' g 1/2- 12' B 1/2- 9(BOTTOM) 9' 7' 9- ' 9' 9' 9' 7' 9' Y 9(BJTTON) 9' 9 1/2' NIA JO' N/A 9 1/2' N/A MIA NIA 10(!p") Y NIA R' N/A to- NIA g' N/A NIA N/A to(TOP) 6' 6' N/A B. N/A 6' N/A N/A N/A 10(BOITT'W) 5' NIA 6' NIA 6' NIA 6' NIA NIA NIA 10(BOTTOM) 9' 11/2' N/A N/A N/A N/A 9' 4 1/2' 9• 4?A- 1fA(TOP) S. 4' NIA N/A N/A N/A Y Y 7' 7' I1A(70PJ 9" 1 1/2' N/A N/A N/A N/A 9' 4 1/T' 9' 4 1/Y Il(BOTTOM) 5• 4- 1y/A N/A NIA N/A Y 7• Y Y 11(Bm1o�u) 6" N/A 6' N/A 6" N/A 6' N/A N/A NIA 1J (TOP.) 8" NIA 6" N/A B' N/A 6' NIA NIA NIA 15 OOP) 6' N/A 6- NIA 6' N/A 6' N/A !{/A N/A IJ(BOTTOM) 5 N/A 6' N/A 6' NIA 6- N/A N/A NIA IJ(BORON) •USE 6'OC FAR PANEL LEAWUS LARGER TNAH JO'-O'AAV USE WAS SHOWN ON SCHEDULE FOR PANELS LEVOW EOLML OR SHOR777P THW TO'-0• ANCHORS LEGFND - - - -.NAX/MUV ANCHOR SPACINGS ARE VAUD FOR J f/2'EDGE Ol57AACE FA7 ED.IESS'71LAN J 1/2; REDUCE ANCHOR SPACING BY-12BPL.SPACING S'/0HN ON SCHEDULE BY THE FOLLOWING FACTORS ANCHOR TYPE ANG/OR V SPACING _ (NOTE-Min-E0.FOR SODQSET ANCHORS/S J7 -..,FOR THIS OPS AnON TO BE POSSIBLE RE01/CED'5PACNG 097AWED USWG FACM?SHALL MOT BE TAPCAN(REGULAR OR SG.)PANELWTE OR PAN MATE TVAS I J' LESS TRW MWWUM SPACING INDsCATED FOR FACH1 ANCHOR TYPE AT ANCHORS LEGEND. E. D. EDGE DISTANCE - --- T" FACTOR SOLID SET AC1L(gl.E D. TA-CON(REGULAR) SO. TAPCON,PANELMATF OR PANEWAJE TVAS SOLID SET J' .85 .75 2 1/2' - .77 .50 - ....- .50 1 1/z- .35 - C EN dP FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)- S �\ S�. 02015 mn=.INC. 0.050" BERTHA ALUMINUM STORM PANEL No.44167 (z.aD" DEEP) OR—BY. EASTERN METAL SUPPLY, INC °J/24115 DATTEE- ":•C•• . :[</ 'L C O I N C. 4268 WfST ROWS DR[YL -•���Oy .` �`•,•„y4� TILUT TESTING Y ENGINEERING COMPANY W67 PAW BEIM FL JJ407 7•.-. r\''• ss1s wrr.Ten m,w.J°S.Mrgra TA1oem F..1. PHONE(561)209-6263,FAX:(561)941-1716 15-045 r/171t Il�tO r�}��,� �5\`1 Rv.:WAITERq 71 671�`P�TI-ISTI aO r1-ur a-- m — CRANING No OffT11 111115/1 FLOW, LL A4167 SHEET 11 OF 17 f/4'/7APCONS 1 4 0 TAPL17N5 W/1 1/2-MIN. 1/4"0 TAPCONS %f 1/2'MIN. THREADED PENEIRATION W/1 1/2-MIN. p 1/4"0 TAPCONS TII TO IX/STING WOOD TNREAOED PENETRADON THREADED PEIYE7RATe7N W/1 1/2-MIN. !• HEADER,(SCE SCHEDULE) TO IXf1w.WOOD (J 70 E7RSRNC WORD YORE)rSDNG WDOD PENETRATION _1 250" I HEADER.(SEE SCHEDULE) , I HEADER (SEE SCHEDULE) IYII HEADER.(SEE SCHEDULE) MO 3 i t I Nax, I W ,in Min. W ��7 I I I a EFI ' I Cont. I j N I WOOD HEADER I WDOD HEADER I W fH7Q0 HEAOC7t I I Wo7D HEADERI T I REQUIRED I REQUIRED 4 REOUIR£D I �EEDWRED 1 i i 1"Xb SEPARATION TO GLASS t S SEPARATION j I I ® SEPARATON I i I 4—To GLASS I �, �— I—TO CLASS I i I I W I i h OPW-N if11 I 1 j 1 I 1 W I 1 ALTERNATIVE 3A I a vI, 200S x 3/4'I1I I I u SS.BOL NOT 1/4'0 TAP CYWS W/f f/2-M/N.3/_ WING M1 I 1 THREADED PENETRATION Cj I SEPARA77lW TO EXI571NC WOOD W TO GLASS I HEADER.(SEE SCHEDULE) h ONT.( I I I R II J R£O,IrRtD (OPEN PO5ITXN7 i) 1 I x I I I 1 h 1h1 U 1 -0 TAPCON5 m W/1 1/2-MITI. THREADED /4 T W PENEJ)Li7X/N O NIOW707N A OF PLATE(SEE SCHEDULE) z _5EC770M O ANCHOR W 1 I RED HEADER I REQUIRED - L000"_17 I 500- �ry$o 6 Cont. OPTIONJz 12 ti ALTERNATIVE 3A FA8STUD "'"°"r° I I 1/4'/TA-CONS I I SCREWS W/7 1/2-16n. 1/4-D TAPLTIA5 _ THREADED PENE7RABON W/1 1/2"Min.7HREAOED O kl[11 i0774 OF PLATE. PENETPARON O MIDWIDTH I I 1 1 (SEE SCHEDULE) - OF PLATE(SEE SCHEDULE) I 1-Min.SEPARATION I _f. SECTION 0 ANCHOR ' TO GLASS 1/4'D-20 r a/*" i :,4•Pu,r conk ALTERNATIVE 2 s.S DOLTS IvA I-r E«�Q I J/J2'W/NC NUT O i (OPEN Po517I�N_i).- -z I — f SCALE: 1/2'- 1' , 12 O.TING LI [1 1r-1� i 1 TO LASS I I 1 U W W __ - 22 I N 5 ConL ' j ' SECTION 0 S7E/D - 1 7/6 r z W; I I ALTERNATIVE 4 UNC NUT A 2 p EVERY sr170 a z I L=J i.:•: i 0 72'D.c r y r.4-rote 11 SCALE: 1/2'- 1' y,7 I 2 W .RLGi�D I" I.i2y' J. NOTE FOR COMBINATION OF SECTIONS: 1 :'10°ill)pDoo DW7� WALL MOUN77NC SECTIONS CAN BE CR ,,tt Q t `�.?��t+.........OA (SEE SCHEDULE) HURRICANE CONDITIONS. "1 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. � rt� ,` Y=.•nArr 9 conE o: AL TCrtftr �� I,LuKl .UILDING CODE (Non High Velocity Hurricdno__Zorre). RED112vs ozars 7aTECD,INC. 0.050" BERTHA ALUMINUM STORM PANEL "`F.R.f_" NOTES: _ S J, - A ' ` i � f _ Ir (2.00" DEEP) SECTION® STUD I./NSMA770NS ARE ONLY✓AUO FOR MAX.AS.D.DESIGN PRMURE RARN624/15r ALTERNATIVE AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 2 [�. T, e EASTERN METAL SUPPLY, INC LIa ,_'<:.•.: 2. SEF ANCHOR SCHEDULE ON SHEETS 16&17. 'L �C O 1 N C. 426E WEST RWS DHAr TILUT TESTING&ENGINEERING COMPANY NEST PAIL BFACN,FL XW7 scar: 1/z'- r' PHONE.•(561 15-045 3.FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS ro BE SOUTHERN � r E��� ww, j y�'- OAS •yi�J1ab )2D9-e2G7•FAX:(Ssi)811-1716 PINE No.2, W/SPECm DENSITY OF 0.55 OR E U4. ij /� a.t^ Y��, W-0006719 ocawcn DPAW+NC No 7E7T01 N IaNi:S+t��� wALFLORIDDA tick.41167E SHEET 12 Of 17 1/4•C PI Aft WOOD TRUSSES OR RAFTER WOOD TRUSSES OR RAFTER + W/1 IA'Min.THREADED 0 24'0.C.REQUIRED 0 24"O.C.RE'DUTRED P£NL7RITON 70 EXISnNC /X WOOD HCADER.(SEE SCHEDULE) 1 .500' .500" .500" ^5� FO - EO . hY I Min. i i i � autn.TUBE W/ i I I IT/4 O x 3/4' I (J)5/16" J/4' I Z• I I� 1 1 I(y)SCREWS 70 1 17w/BU/CDIX I in. 1 TRW/BUILDER I EACH JOIST. I TEK SCREWS I I lK SCREWS I LOGE SCREW 1 I V W000 HEADER i 6'O.C. 4 Cont. Ar MOWTORI OF i ®6'O.C. f I •,, .: 1 j REQUIRED i I I EXISTING WOOD j S Cont. I I I N 1 I I MEUBER(2'NiM1 I I I WOOD HEADER 1 i I I 1 I NOMA6AL W/U" ! 1 1 1 I 1 W I 1 i 1 W/2'Mn. i 3/4'S.S.BOL75 1 j 0-20 REQU�fD Mn.SEPARATION I I N n1REA0ED TO CUSS I 1 1 I PENEIRA770N 1 12' I I 1 1 = /2"O.C. 26 1 I 1 1 I N I I I I I h ! V OPTION if I � ALTERNATIVE 5A ALTERNATIVE 6A U=U ALTERNATIVE 7A '6 SCALE: 1/2'- 7' N SCALE: 1/2--/' tUit I I I ti N„ (LIMITED TO +60.0, -66.0 p.s.L DESIGN LOAD H (LIMITED TO +60.0. -66.0 p.s.f. DESIGN LOAD w AND UP TO 9'-O"M.X. PANEL LENGTH) AND UP TO 9'-0"Max. PANEL LENGTH) T"Min I I ON 1/a'0 TAPCONS W T (1, (j � LASS W/1 1/1'MtN. THREADED PENETRATION EXISTING WDDD = I w I 1 I 1 HEADER.(SEE SCHEDULE) vr'i j 1' 1'Mn. j 7/B' J/J2' H 11 SEPAR4770N I a WING NUT 0---��7------���1 1 ' cent vwWi r TO I T h TO GLASS >< EVERY YfUO I 1 7/BJ3�- /T2gr STU I WINRYN f/4'm-201 d 12' 13/4-SS BOLTS I I ! Con 1 I W1N0 ®3/32' I WI I I 2 X 6 W000 I X 6 WOOD I I I Itwo HIE40EW DECK REQ'D. I ry Y DECK REO'D. 7 i 1 REOULRED I I COnt I I l O$ ZOM:Y 2 S OR SGPIAPCOAS ALTERNATIVE SA ET MIN.THREADED -�-' PEN, 0M/0W/DTH OF PLATE TYPICAL TOP& BOTTOM. (5EE SCHEDULE) TI ' 1/4 G rAPCONS 1/4 0 rAPLONS ALTERNATIVE 8 W/1 1/2'MLN. W/1 1/2'MIN. t I S SCHEDULE) 7HR&WED PENORAnON SCALE: 1/2'- I' =� ' (SEE SCHEDULE) —�'� ALTERNATIVE 6 ALTERNATIVE 7 ` I I 7/8'x 3/J2' SCALE: 1/2"= 1' SCALE: 1/2'= 1' ".,• WING - 1 EVERY STUD 1 9 1 o f2'0.c NO7ES 2 X 6 w00D Cont. i 1.INSTALIATONS ARE ONLY VALID FOR MAX.A.S.O. DESIGN PRESSURE RARING N07E FOR COMBlNATON OF SECTIONS: - - I DECK AW10. t AND PANELS LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT AS NOTED) - 2.SEE ANCHOR SCHEDULE ON SHEET 15& 17 WALL/FED IN flL/NG MOUNTING ANYSEC INSFONS CAN BE ',`;"4. i`.:✓ e5:1•+1)T!I(,I=pppp��e�„, COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 3,FOR NEW WOOD FRAME CONSTRUC710N� i�SOUTHERN - PINE NO. 2, W/-SPECIFlC DENSITY EQUAC., /�/�s� ' 1t FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ,_- �En fSF;•..v�j! 02015 nLTECD.INC. 0.050" BERTHA ALUMINUM STORM PANEL T .w :'• /VU, 4.4 (2.00- DEEP) DRANK BY.. OS/24115 �ai'vz` - o. 1 EASTERN METAL SUPPLY, INC DAM, THREADED PENETRAIKIN • T I L E C O Iw C. IS SCHEDULE) :O 4 C q 4258 NEST RMDS DRIVE COMPANYWESr PALV BEACH,f M401 ALTERNATIVE 5 4 /�J TIWT TESTING h ENGINEERING 15-D45 ,'•',� ati5 JT ES St,sla.EN INEE n PHONE(561)209-8263,FAX(567)84I-1716 y, !� y a w�.,(w en-tom a,ra.:(ws an-teat DAA nNO No SCALE: 2 1/'= 1" 7i//nn1 i� \"° Ee-0008719 - / J • +t \ WALTER A TLL1T Jr.,P.E. /rSa �,�1i ai�t FLORIDA IJe.M767 SHEET 170E 17 1/4'0 LONG ELCO WOOD TRUSSES OR RAFTER m 24"0. C. REQUIRED PANEL MATES OR S.G. TAPCONS W/2'Min. THREADED PENETRATION TO EXISTING WOOD HEADER. (SE£SCHEDULE) 500" I EQ I , x 4'x 1/6' O.• 7/8 0 x 3/32' ---� Min. (6063-M) O I , j WING NUTS 9 12"O.C. I Alum. TUBE W/ 1/4"m x 3/4' l LAO SS SCREWS T04+ DW/BUILDER EACH JOIST. T£K SCREWS I LOCATE SCREW 9 6'O.C. I I 4 Cont. AT MIDWIDTH OF W000 HEADER I I I EXIS77NC WOOD I REQUIRED I I I w I I MEMBER (2"Min. I I i I i i NOMINAL WIDTH) I I I 1 I I I W/2-Min. 1 1•Mtn. I I I .` THREADED I�.SEPARAnON I I Q I 1"Min. I I� I N PENETRATION. f To cDus I I w —i SEPARATION I I TO GLASS W I I I W I I I H I W I I I I I j O W AL TERNA TI VE >OA y 0 x I I I I WlNC NUT® SCALE: 1/2"- 1' W EVERY STUD w a (LIMITED TO +60.0, -66.0 p.s.f. DESIGN LOAD $ NOTES: I AND UP TO 9'-0-Max. PANEL LENGTH) 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING I i ( & PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS N07ED) I I I I 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. 1 I i i i 4 J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE I I I SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. I I 7/80 x 3/32" I I k I I I I WING NUT 9 I I I 1 --a EVERY STUD I I • I I 0 12"O• C. I I t - w I N NOTE FOR COMBINATION OF SECTIONS 1 2-x 6- ���,�'' TER Cont. WOOD DECK WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE (NO MIN. COMBINED IN ANY WAY TO SUIT ANY INSTALLATION.IRE0 \ LICrr�� 10 J 1MIN. F ALLOWED) 2"x 4"PLATE Cant. I MlN. I REQUIRED I �: - :•a- 114"0 7APCONS �••�% ��" - W/ 1 1/2"Min. •S U'n•,THREADED PENETRATION i,AiU" 9 MIDWIDTH OF PLATE. Vx�O v�C E•�rq t��`\:"'•' -. (SEE SCHEDULE) //q/rylnlifiH(k;'; - 1/4-0 7APCONS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone), ALTERNATIVE 9 1 Min. Os t5 nLrem "1He 0.050 BERTHA ALUMINUM STORM PANEL F.R.L.F.R.L. "'- ALTERNA TI VE O 7H THREADEtDD PENETRATION SCALE: 1/2"= 1" (SEE SCHEDULE) (2.00" DEEP) ORAWN _ SCALE: 1/2"= 1" W1241is- 11L ETC O EASTERN METAL SUPPLY, INC o4m. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS —wMr Fp1M DOME TILLIT TESTING h ENGINEERING COMPANY WEST PALM 6FALK FL JJ407 15-045 63sf N...�6u.y s4 ws.WR7rN uAnors,n.31160 PHONL(5611209-6263,EAK(561)641-1716 A:u":(.WSJW I-15]O.fu:(Sp5pn1-19J1 0fttN1NG NO EB-oo06719 WALTER A.TILLIT& P.E. n-ur SHEEP 14 GE 17 FLORID Lic.44167 NER 1/4 Ox8'ELCO molc PANELMATE 1 7/B'Min. 2' IXISTING NAS ANCHORS OR 1/4 9 TAPCONS PENE1RA17ON Al—`� BRICK VEENER 1/4'OXB'ELCO nwle PANELMATE (SEE SCHEDULE). I NAS ANCHORS OR 1/4 a TAPCONS (SEE SCHEDULE). I h 3 —L� - -- --- - - ®coot. 1.250" - II --- - - - - .500•, Mox, t 250" WOOD HEADER I h fy. REOUIRED t f. = 2 .a i EX SDNC I I G'� STEEL ANGLE UN7EL 1 §W I I AS APPLICABLE SEPARAROH I i 11 TD GU55 � u 1 1 OPRON/2 WE 11 ALTERNATIVE 11A 1 i I o NOTES.' --� m 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING k _ AND PANELS LENG7H5 AS PER SCHEDULES ON SHEET 2(EXCEPT AS NOTED) 1 z 2. SEE ANCHOR SCHEDULE ON SHEET 16& I Z 1 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN _ i y PINE No. 2. W/SPECIFIC DENSITY OF 0.55 OR EQUAL I Q FLaSHIHC AS 'wRIrAB1.E I N07E FOR COMBINA77ON OF SECTIONS ( W I WALL/FLOOR/CEILING MOUNDNG SECTIONS CAN BE =`-`3 kk"•� a COMBINED IN ANY WAY TO SUIT ANY INSTALLA770N. ( ai110tl1iil/f1fI91IfI COnL >°>°•�`A1-1 Ell A XIS77NG RICK SILL 1/a'0-2D x a/4' S^ uC��I'•.�iJ,'�.^ . - S.S. BOLTS W/7/B"r S — 3/32'WING NU7 - ® 12-O. C. -- TALLA TION - f�gLiy'' T/1/flNlfif lflil•' F/ 4E R47INC 4-50.0, -60.0 p.s./. FOR UP TO FLORIDA BUILDING CODE (Non High VelOCity Hurricane Zone) ` -50.0 p.s.f., FOR PANEL LENGTHS GREATER 02015 7AlECO,MG 0.050" BERTHA ALUMINUM STORM PANEL F.R.L (Z-00" DEEP) DRAWN eY..- 05124/15 IL E C O iN�. EASTERN METAL SUPPLY, INC 04Tr- 4260 WEST ROWS DRIVE 7NG WOOD BUILDINGS TILLIT TESTING a ENGINEERING COMPANY M£Sr PAL44 AAC/ JJ4Z 91aa N.M.xn.u.,Sb.Jm.Mm1M cNaA6.fL.aloe PHONE(56I)209M26O,Fax(561)541-1716 15-045 Avc:(Jos)911-.S.10.Tm,:(]OS)e11-Ivt yTa a.rz D-WMG No F9-OM6710 WALTFR A TIW7 11.,P.E am it-sl N RORIOA Bc 44167 SHEET 14A OF 17 1/4'0 TAPCONS W/ i 1/2'MIN. THREADED PENETRATION TO EXISTING WOOD HEADER, 1/4-0-20 S.S.MACHINE. (SEE SCHEDULE) BOLT W/NUT&WASHER ® I O.C. 7/6'K 3/32' WING NUr 0 g16 cool. 1•--{ Evt7tY STUD - y I a 12,O.C. O I O 9 i I C. I I N WOOD HEADER j REQUIRED i W I 1 I Y I II I I ,n I I I I 1 1"M+ SEPARA To I o I I I I TO GLASS I I = I t I U W �1'Min,SEPARATION I W I 70 CLASS 1 I 1 I I W+ p�❑ 1/4'0-20 s 3/4" I LJ. .... S.S.BOL75 W/7/6 x 1 I I p 3/32 WING.NUT a I I 1 T W 12 0.C. 7/8"r 3/32' a I WING NUT tl W I I 12'0. C. 1 $ I j i 1 y 2'4'WOOD 7' 2 X 6 WOOD 1 I PU1TE REOb. Min. DECK REDID. 1 1 14#. 7t 1/4a TAPCONS, 1/40S G. TAPCGNS OR 1/4'0PANEL MATES W/FULLOO OR 6 CnI. THREADED PENETRATION TO 1/40TAPCONS PLYWOOD. (SEE SCHEDULE) "MI MAL N. IXI577NG M'n. 7/2"PLYWOOD W/1 1/2 WHREADED A77ON R6 (TYP) W/FASTENING 70 SIUDS AS PER -' (SEE SCHEDULE) SECRON 2304 OF THE 'r `� t ALTERNATIVE 13 FLORIDA BUILDING CODE. V Y_ SCALE. 1/2' ALTERNATIVE 14 SCALE: 112"- I" NOTES: FOR UP 70 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING * VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING +50.0, -60.0 p.S.f. AND PANEL'S 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 & 17. THAN 78•• UP TO 108" - 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. `yCylil4i'titSild��/I/I/ .. /���% FLORIDA BUILDING CODE (Non High Velocity Hurricane,-.Zo e ENSF 02015 ntTEL17.Inc 0.050" BERTHA ALUMINUM STORM PANEL E.R. N07E FOR COMBIN477ON OF SEC77ONS Z, "•� (2.00" DEEP) DRAWN BY.. WALL MOUNTING SECTIONS CAN BE - - "`_ ��� .3124/Is COMBINED IN ANY WAY 7O SUITANY INSTALLATION. Jny� EASTERN METAL SUPPLY, INC 047E F1z1 L E C O l N 4268 T RO WESADSR DIVE WESr PALM MCH,FL 33407 pp` RR TILLIT TESTING&ENGINEERING COMPANY fAX: 56164I-171b 15-045 • � I�I�e`•�T��',e> 6155 Nw.Mx A.5b.505.wmNu GMOfws.R b,66 PHONE:(561)209-a26J. ( ) DRAWING N" r fih^' .••• ����r rw.:c5wu®,eo'°o67isc,o.an-,ss, s�lGN l ' waTER a nwr ar.,P.E 1-1 Gr 17 tfTtu!l a+s ltaeeP nRlan u,:.aa1 s7 f MAXIMUM A.M. DESIGN SING (ems f 1 AND CORRESPONDING MAXWUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS DVTO 3Y00D FRAME BUILDINGS AS,0.�!>v'SM'GN WOW EASJENERS APPLCWL ro ASLQ IXSfN WCOO PASTE— APPLA.WR ro ANKMUM W0p0 FAS1TNDts AWl ".ro APL5571PE P•nFW/EY' ALILMA7hE5/A YAXNUM PANEL PkRS— - ALIEMLAI /t MACWUM PANEL Aso DeS (h f.) l�(�LVi SG7APCdw p1 ANY QWBalA7XHl lfhY;M 1'(K) ��(pAl.) AYGY/GL4 s.GTAP ANY LCLI® TOY l pf 2'.(A.) 7StES r Rm" SGrAECLW �16 ANY Lim— 1.1NCM 1(A) TA oms EWNtY1R ryas tY 1.01 TAPCONs PAMa x IYtS OF OIEM PAR-(P..0 TAPLVNS OF THEN PANLu1F)uas 12t NIA N/A T(TOP) 12- N/A NIA 1(TOP) 12' NIA NIA 1(TOP) 12' NIA N/A 1(BOTTOM) 12' N/A N/A 1(BOTrou) 12' N/A NIA 7(BOTTOM) 12' NIA NIA 2(TOP) 12' NIA NIA 2(7DP) 12' NIA NIA 2(TOP) 9• N/A NIA 2(DOMOM) 9' N/A NIA 2(BOTTOM) 9' N/A N/A 2(BOTTOM) 9' N/A NIA JA(TOP) g' N/A N/A JA(TOP) 9' N/A N/A JA(TOP) 9' NIA N/A J(DOTTOM) 9' N/A NIA J(BOTTOM) 9' N/A NIA J(BOTTOM) 12' N/A NIA 4(TOP) 12' N/A NIA 4(TOP) 12' NIA N/A 4(TOP) 12' NIA NIA 4(BOTTOM) 72' N/A NIA 4(BOTTOM) 12' NIA NIA 4(BOTTOM) 9' NIA NIA 54(Top) 9' NIA NIA 54(TOP) 9' NIA NIA 53(TOP) 9- N/A NIA 5(BOTTOM) 5 1/2- NIA NIA 5(BOTTOM) 6' NIA N/A 5(BOTTOM) 9' N/A NIA 6(BOTTOM) 5 7/2- N/A NIA 6(BOTTOM) 8' NIA N/A 6(DOTI MI) +40.0,-40.0 8 1/2 NIA NIA 7(BOTTOM) 8'-0' +40.0. -40.0 N/A N/A 7(colic") +8'-0' +40.0, -40.0 5 7/1" N/A NYA 7(Borrow) 8'-0" OR OR OR UP TO UP 70 OR LESS NIA 12' 12' a(TOP) LESS LESS N/A 12' 12' 8(TOP) 1J'-0'• +60.0, -60.0 NIA 12' 12' B(TOP) LESS NIA 12" 12- 8(BOTTOM) N/A 12'• 12-• 8(BOTTOM)• NIA 12' 12' 8(BOTTOM) NIA 12- 12' 9(TOP) NIA 12'• 12'• 9(TOP) NIA 12' 12- 9(TOP) 12' NIA N/A 9(BOTTOM) 12' N/A NIA 9(BOTTOM) 72' NIA WA 9(BOr7GM) 6" NIA NIA 10(807TOM) 5 VZ- NIA NIA 70(BOr10M) 6' NIA WA 10(BOTTOM) 9' NIA 9' 17A(TOP) 9' NIA 9' 11A(TOP) 9- NIA 9" 1IA(MP) 4- NIA 4- 17(BOTTOM) 4'•• NIA 4'•• 11(BOTTOM)•• 4'• NIA 4-• 11(0077nW) 6' NIA NIA 13(TOP) 6' NIA NIA 13(TOP) 6" NIA NIA 13(TOP) 6' NIA NIA iJ(BOTTOM) 5 1/2" NIA NIA 13(BOTTOM) 6" NIA NIA 13(BOTTOM) 4' 4' 4' 14(BOTTOM) 4-.r 4' r• 14(BOTTOM)--•• 4' ( ) 4'• 4'• d'• 74(DOTIOM) " USE 6'CC SPACING FOR PANEL LENGTHS LARGER THAN 10'-O'AND USE 12"OC >r VALID ONLY FOR UP TO 450.0, -60.0 ps.f.MAX.AS.D.DESIGN PRESSURE AS SHOWN ON SCHEDULE FOR PANELS LENG7N5 EOtAL OR SHORTER THAN 10'-O' RATING WITH 78'MOx.PANEL LENGTHS OR FOR UP TO+50.0 -50.0 p.v.F. MAX.A.S.D.DESIGN PRESSURE RATING WITH 96"Max-PANEL LENGTHS. VAUD ONLY FOR UP TO 108-PANELS LENGTHS. FLORIDA BUILDING CODE (Non High Velocity Hurricane(Zone C2015 77LTEM Na 0.050" BERTHA ALUMINUM STORM PANEL ~' N0 4a,fE7 (2.00- DEEP) DRAWN Br_ �c!J g' _ IL EC� iwc. EASTERN METAL SUPPLY, INC BATE. 42M WEST ROA05 OR(W '•i`h^. ['� TILUT TESTING @ ENGINEERING CGMPANY WEsr P"IRWG 2• 07 i 1' "�yy�*+�' ,•',S"ems' sss9 x y.YM.5L sL.1m, rJflop6,iL J�lao PHONr(561)20J-826J,FAX-(561)841-1716 15-045 rA�• F^,,, .•l,�al✓,� :(wsJaEl-1sw.r..:(ws)a1I-Issl Lansia ORANING No WALT A.TILLIT ER FF ��k•1 L,E�A S\'•�� FLOMDA U..44167 ao 11-a1 SHFET 18 OT 17 it I d MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALL47TONS INTO WOOD FRAME BUILDINGS 114Xf1/W MAN/FASFDV[M A£RA:9(#f TD MIXIYVY 110OD FASTENERS A C—W TO M4bYW M100 F5=21RS APIUDu,'TO AID.DE31GN AL/ERN41R4S/G M MUM 1A AIO.O(STN PAMElM1TE5 A TLR u;i4S/& M,4b PN AID. LW{WAlES I,p DEIGN PAVaIYIE TI.0.S A' TMES/& MUM PNa PlK wi—H SAPN LNH P—'U7 A]Y6NHNoN -v PRESSUE RECU IGTV GDYWTv, Lacm 7 (a.) RIDS(af TA AnN (P.af.) RA (azf.) DG IEYWl M AFONS IT' N/A NIA I(TOP) 12' N/A NIA 7 (Top) 8 1/2- NIA NIA 1(R]P) I1' N/A N/A i(BOTTOM). 12- NIA N/A I(BOTTOM) 9' NIA NIA 1(BOTTOM) I1' NIA NIA 2(}W) 12' NIA NIA 2(TOP) 9' NIA N/A 2(TOP) g• N/A N/A 2(BOTTOM) 12' N/A MNIA 2(BOTTOM) 9' N/A N/A 2(BOTTOM) 9' NIA NIA 34()OP) 12' N/A 3A(TOP) y NIA NIA JA(TOP) 9' N/A NIA 5(Borrow) 12' N/A J(80no") 9' NIA NIA J(60TTOM) 11' NIA NIA 4(70P) 12' NIA 4(TOP) 9' NIA NIA 4(TOP) 11' NIA NIA 4(RDTFOM) 12' NIA 4(BOTTOM) 9' NIA NIA 4(BOTTOM) 9' NIA NIA 54(TOP) 12' NIA 54(TOPJ 6' NIA NIA 51(?Op) 3 112' NIA NIA 5(BOTTOM) 4' N/A NIA 5(BOTTOM) 3' NIA NIA 5(60TTOM) 3 112' NIA NIA 6(BOTTOM) 4' N/A NIA 6(BOTTOM) .S NIA NIA 6(BOTTOM) 460.4 -60.0 J f/2' NIA NIA 7(BOTROM) g•-o' +400.-40.0 J 112' NIA NIA 7(BOTTOM) 9B'-0' 49ac -90.0 3' NIA NIA 7(BOTTOM) 7`-0' UP r0 OR Up TO UP TO UP To OR +80.0,-90.0 NIA 12' S. 8(TOP) LESS +60.0,-G0.0 NIA 12'• 6' 8(TOP)• 12=6' +100.0, -JJ0.0 N/A 12' 6' 8(70P) LESS NIA 12' 6- 6(BOTTOM) NIA 12'• 6'. 8(BOTTOM)• NIA 12' 6' 5(BOTTOM) N/A 12' 6' 9(Top) NIA 12' 6' 9(TOP) NIA 12' 6' 9(TO?) 11' NIA NIA 9(BOTTOM) 12" NIA N/A 9(BOTTOM) 9' NIA NIA 9(6G77OM) J 112' NIA NIA l0(BOTTOM) 4' NIA NIA 10(BOTTOM) J' N/A NIA TO(BOTTOM) 9- NIA 9' 1m(1CN) 12' NIA TO 1/2- 11A(TOP) 5' NIA 5' IIA(TOP) N/A NIA NIA 11(BOTTOM) 4'•• N/A 4`« 11(BOTTOM)•• NIA N/A NIA I(BOTTOM) 6' NIA N/A 13(TOP) 12" NIA NIA 13(TOP) 6' N/A N/A 13(A]P) J 1/2' NIA NIA T3(BOTTOM) 4' IJ N N/A /A (BOT1llM) 3' N/A N/A 11(BOTTOM) N/A N/A N/A 14(BOTTOM) 4'•• 4'•• 4-•. 14(BOTTOM)•• NIA N/A NIA 14(BOTTOM) • USE 6'OC SPACING,FOR PANEL LENGTHS LARGER THAN IO'-O'AND USE 12'OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EOUAL OR SHORTER THAN 10^-O' ax VAUD ONLY FOR UP TO+50.0, -50.0 p.s.f. MAX.A.S.D. DESIGN PRESSURE =x' P477NG WITH 108'U—PANEL LENGTHS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone Z' No. ozmsmrLTn.Ina 0.050" BERTHA ALUMINUM STORM PANEL F.-L. r ' (2.00" DEEP 0JI24/15 / �L E C O m. EASTERN 42W WEST R�AL SUPEPLY, INC 04T6• `�� ' r AID •''A' �� r TIWT TESTING&ENGINEERING GGIIPANY WEST PALM BEACI(R JJ407 15-045 %7 J^.t" .,• , PHONE(561 209-826J.FAX:(561 641-1716 c,ca N.W..18N.5e.51¢]03.MPFLU GNmeS,fl.3J166 ) ) ''°FeOj�QNr;L 'C1�SeatiL rna.,:cm]eT,_,s.,o.Tw:(aas)en_,I„ ,c�.m,. DRAwrNG Nn gffl31t1t1181t1t EB.TILUr 19 N-mr WALTER Jr.,P.E. SHEET 17 OF 17 FLORIDA nA Li..c.44167