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" Product Approval A .USER:Public User = Product Aooroval Menu>Product or Application Search>Application List>Application Detail FL# FL11964-R4 Application Type Revision Code Version 2017 Application Status Approved I Comments Archived ❑ i 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 I Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels I i 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 12/31/2018 Validated By John Henry Kampmann Jr. © Validation Checklist-Hardcopy Received Certificate of Independence FL11964 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-097 CERTIFICATION OF INDEPENDENCE.PDF FL11964 R4 COI EASTERN METAL SUPPLY.INC DRAWING 17-089 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 I Equivalence of Product Standards Certified By Sections from the Code I https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODchXga... 4/23/2018 Florida Building Code Online Page 2 of 2 i Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 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. 17-097 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY.INC. DRAWING Approved for use outside HVHZ:Yes 17-097 0.050 BERTHA ALUMINUM STORM PANEL.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile.Max.span is 13'-0"for+30,-30 p.s.f. Evaluation Reports ASD and 4'-0"for+90,-130 p.s.f.ASD for retained panels. FL11964 R4 AE EASTERN METAL SUPPLY,INC. DRAWING See sheet 2 of installation drawing for other spans and 17-097 PRODUCT EVALUATION REPORT.PDF pressures. Created by Independent Third Party:Yes 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel(2 inch)-Drawing number provide hurricane protection. 17-089 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY,INC DRAWING Approved for use outside HVHZ:Yes 17-089 24 GAGE GALVANIZED BERTHA STEEL STORM Impact Resistant:Yes PANEL.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile.Max.span is 9'-10"for+32.6,-32.6 Created by Independent Third Party:Yes p.s.f.ASD and 2'-8"for+58.0,-58.0 p.s.f.ASD See sheet 2 Evaluation Reports of installation drawings for other spans and pressures. FL11964 R4 AE EASTERN METAL SUPPLY,INC DRAWING 17-089 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party:Yes I 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 mall 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 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 Approval Accepts: Credit Card i Safe i h s://floridabuildin .or / r/ r_a dtl.as x? aram=wGEVX wtD sxYIeb4o ODchX a... 4/23/2018 � g g P P PP_ P P Q Q P g I L E C O iimC. TILLIT TESTING & ENGINEERING COMPANY ;WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL P.E.License No.44167 PRODUCT EVALUATION REPORT FL E.B.License No.00067.19 REPORT NO.: 17-0726.02 DATE: July 26, 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Storm Panels PRODUCT NAME: 0.050" Bertha Aluminum Storm Panel (2"deep) MANUFACTURER: Eastern Metal Supply, Inc. 4268 Westroads Drive West Palm Beach, Florida33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID#1906)to the Eastern Metal Supply, Inc, Rule Chapter No.61G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. I . This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the j Florida Building Code, and to verify that the product is for the purpose intended at i least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. i 2.. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 17-097 (Revises Drawing # 15-045) titled "0.050" BERTHA ALUMINUM STORM PANEL (2" DEEP"), sheets 1 thru 17 of 17, including sheets ,6A and 14A of 17, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., 'P.E.; dated 07/26/2017. This drawing is an integral part of this Evaluation Report. 3�aodovvv,�,, 2.2. TEST REPORTS: ®0g098 Large missile .impact load tests were performed� n gr°A 81�5? -1096 standard as per section 1609.1.2 of the Florida Bu in 'C ran Static'Load I , t ��11 o t 6355 N.W. 36th Street, Suite 305,Miami,Florida 33166-Phone: (305)0MAL53b;,.lrax: (305) 871-1531 PRODUCT EVALUATION REPORT NO.17-0726.02 2 Tests as per section 1709.5.2, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report No. 0321.01-05, dated March 21 thru June 23, 2005, signed by Jose L. Mir, ATL Assistant Director and signed and sealed by William R. Mehner, P.E. and Henry Hattem P.E., Report No. 0812.01-05, dated August 12 thru September 8, 2005, signed and sealed by William R. Mehner, P.E., and Henry Hatterri, P.E., Report No. 0119.01-06, dated July 5, 2006, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. Tensile test reports # 5DM-377, by QCM Laboratory, dated April 26, 2005 and signed and sealed by Frank E. Grate, Jr. P.E., as per ASTM E 8 and # 6AM-87, dated February 9, 2006, signed and sealed by Frank E. Grate, P.E., as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: j On 0.050" Bertha Aluminum Storm Panel (2" Deep)for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated June 23, 2006, amended May 12, 2008 for hemmed edge panels, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per ASTM E-1886, E-1996 Standard (basic:protection). j 4. WIND LOADS RESISTANCE: 0.050" Bertha Aluminum Storm Panel (2" Deep) has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheet 2 of 17 of Product Evaluation Document (P.E.D.), drawing No. 17-097. Maximum Anchor Spacing shall be as indicated on sheets 9, 10, 11, 16 and 17 of 17, of Product Evaluation Document (P.E.D.), drawing No. 17-097. 0.050" Bertha Aluminum Storm Panel (2" Deep) has been verified for code compliance to work as a non- -porous storm shutter assembly, as per ASTM E-1996 Standard, qualifying Wind Zones 1, 2 and 3. 5. INSTALLATION: Installation shall be performed strictly in accordance with the details indicated on sheets 4 thru 8 and 12 thru 15 of 17, of Product Eve{watior* 9cument (P.E.D.), drawing No. 17-697. Minimum separation to glals"a iaa�nOgg.), eated on sheets 4 thru 8 and 12 thru 15 of 17, of Product Eval jai , o f ient. drawing No. 17-097. `V �ysG R. I - , I � f a I I PRODUCT EVALUATION REPORT NO.17-0726.02 3 i I 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1, 2 and 3 of 17, of Product Evaluation Document (P.E.D.), drawing No. 17-097. Anchor specifications shall be as indicated on sheets 1, 5,6, 6A, 7, 12, 13, 14, 14A i and 15 of 17, of Product Evaluation Document(P.E.D.), drawing No. 17-097. I 1. LIMITATIONS AND CONDITIONS .OF USE: 1.1. Shall be strictly in compliance with General Notes No. 1, 7, 8, 9,, 10 and 11, indicated on sheet 1 of 17, of Product Evaluation Document(P.E.D.), drawing No. 17-097 prepared by Tilteco,.Inc. and signed and sealed by Walter A.Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). I q�3D,�� 4104, I ® q •: l0�► 't, ° ► �� y ea4J I I I i GENERAL NOTES: I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE NOTES:THIS STORM PANEL SHALL=BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE/BRGWARD COUNTIES). 8.7) 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 1609 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 2017 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. 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS 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 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, 7,9 THRU 17. IN ELI)& 8.2)ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 33% (C) TO EXISTING WOOD FRAME BUILDINGS, SEE SPECIFICATIONS ON SHEETS 12. 13, 14 & 15.ANCHORAGE SHALL BE INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS LM USED IN THEIR ANALYSIS.A DURATION FACTOR CD-1.60 WAS PERFORMED BEYOND ANY FINISH MATERIAL AT WALL UKE BRICK VENEER, STUCCO OR ANY OTHER FINISH. USED FOR VERIFICATION OF FASTENERS IN WOOD. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION (D) ANCHORS SHALL BE 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 8 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 OT(TYPE D BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NONESSENTIAL FACILITIES AS DEFINED BY SECTIONS 6.2.1.E AND 6 OF ROT E 1996-02. WI 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 7 THRU 13 (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2. 3, 3A& 4 SHALL NOT BE USED. 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3.ALL ALUMINUM l7CTRUSI0N5 5 ALL BE ALUMINUM ASSO�IATION 6053=T6 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 U4 STUDDED PLATE AND US 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 ksi YEW STRENGTH AND 90 ksi TENSILE STRENGTH &SHALL COMPLY W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. LENGTH. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL. WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (c) 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) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFELY OF THIS -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -1/4.0 B.G.TAPCONS AS MANUFACTURED BY ITT'(/ BUILDEX. DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4"0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, -1/4'0 X 3/4"SCUD 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.G.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 NAS 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 SHALL BE PERMITTED. -7/4"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 SEAT.AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WALLS WITH NO STUCCO. THAT PREPARED IT. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING WALL OR 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY SHALL BE AS INDICATED ON NOTES A.1)&A.2)ABOVE. OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. (8) TO EXISTING CONCRETE BLOCK WALL• -1/4.0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4.0 S.G.TAPCONS AS MANUFACTURED BY IN(/BUILDEX. TUG SHALL ONLY BE TO / USED -1/4"0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -E 4"0 x 3/4"SOLD SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT& SPECIALTY COMPANY. 11,11�\ L4 ��T OBTAIN THIS DRAWING IN THE STATE FLORIDATo M0.4djg] 9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 MIECO,Na 0.'050" BERTHA ALUMINUM STORM PANEL La STATE OF ;q (2.00" DEEP) DR41CN BY.. aim 07/26117 IL E C O one. EASTERN METAL SUPPLY, INC a47E- 4266 WESF Ra1D5 DRNE -�/"FYpLt• "v TIWT TESTING h ENCINEERIHO C... IYSF PAW BS40%FL 33407 17�097 6V6 Nw.R.U.M.3m vuGr m" m R allee PHONE(561)?06-02aA my.(161)611-1716 Pn ,(MA7EB-1-1m.rm,(10a16)1-153I u1r ORiWlNO No WILIER =6719 A.1R1G Jr.,P.E �1 a0 1s'°u /AV• a~ SHEET 1 OF 17 RORIDA Lt..4416E a 14.101^(TOTAL WIDTH) 8.151-(TOTAL WIDTH) K'U . 00`(EFFECTIVE WIDTH) 6.000(EFFECTIVE WIDTH)- 1.070• no^ _ - 1.070-^II 1.070 4.880" 1 170"- MAM/IM AAA DES/GN PRESSURE RATING (ps f)A PPLGIBIE I 0.800" (rm) ®AS wPUGa9tEDrp-) �- OYA) CORRESPONDING MAXIMUM PANEL LENGTHa �0.250" N �T. 0 0.250' N ci hh hh PANELS RETAINED AT ROTH PANELS RETAUMV AT LEAST 2.020- 2.020"�- �' -�2.020.4- ENDS AITfI TRACES IN ONE OF TMM ENDS FULL PANEL Wf HEMMED EDGES HALF PANEL Wf HEMMED EDGES ®®®®®®Q® W=TRACKS OR DIRECT MOUNTED# 06a OR Q* M4YlNUb 14.375-(TOTAL MOTH) 8.425-(TOTAL WIDTH) wSa DESCN Y-PANEL LENGTH Asa�v N-PANEL LENGTH PRESSURE RATING L(a) PRESSURE RATING L(a) 12.000-(EFFECTIVE WIDTH) 6.000(EFFECAVE WIDTH) 1.070' 1.070`-II III 1.070' -4.880' II^ /70" +J0.0, -JO.0 TJ'-0' +30.0, -30.0 IX-0' ®AS APPUGBLE , I I /f.050YTYP.1 { �®AS MPUG9IE I +J5.0, -35.0 12'-8' +35.0, -35.0 72'-0" C g a h +40.0, -40.0 12'-4' +40.0, -40.0 I1'-J' C p --I z.ozD'I- -I 2D2o'4- -I 2.020`(- +4aO. -45.0 12•-0' +45.0, -45.0 10'-o' OPTIONAL FULL PANEL W/O HEMMED EDGES OPT/ONAL HALF PANEL Wf0 HEMMED EDGES +50.0, -50.0 11'_0• +50.0, -50.0 9'-01 Q] STORM PANEL +550, -55.0 10'-0' +55.0, -55.0 8'-2' Sc4E:1/4'- r' +60.0, -60.0 9•-4" +60.0, -50.0 7'-6' +70.0, -70.0 8'-O' +70.0, -70.0 6'-5' CONCRETE ANCHORS(SEE SCHEDULE) +80.0, -8D.0 7'-0• +80.0, -80.0 5'-8' -}J'-{ 1NM n. I 1 Nra I +90.0, -90.0 6'-J" +90.0, -90.0 0 { T of +90.0, -100.0 5'-7' +90.01 -100.0 +90.0, -110.0 5'-1' +90.0, -110.0 5'-0' W +90.0, -120.0 4'-B' +90.0. -120.0 4'-9' I U H +90.0, -130.0 4'-0' +90.01 -130.0 4'-4 112- 4�H I NffHf W *No 2 MAX.ASS. DESIGN PRESSURE RUING&MAXIMUM A A PANEL LENGTH _ FOR INTERNALLY REMOVABLE PANELS AS PER W MOUNTING INSTALLATIONS ON SHEET 7 OF 17 IS +50.0, -50.0 P.S.I. W/88'MAX.PANEL a LENGTH. c MAX.A.SD. DESIGN PRESSURE RATING R MAXIMUM PANEL LENGTH I I cn FOR AOUNTING AS PER ALOF.TER7.N47TVE�11 AND 14 AND1'- -F- l ) I 3'�I �td1!�`,{�IA. +LAnY ARE Si�°D� 0.0ON SHL17'p50.0 p.fl FOR.FOR u�oEoe PGAN J• CONCRETE ANCHORS SEE SCHEDULE INe%�. STORM PANEL IMN2 `����t�P��yzENSj'•:�'f� TYPICAL ELEVATION �� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N.T.G. No.44167 $ D7017 m1Eco,rNa 0.050" BERTHA ALUMINUM STORM PANEL La 1/4'I MOx. GAP *•. (2.00" DEEP) DRAWN or ` 1/4'MGx. GAP-{ _ � EASTERN METAL SUPPLY, INC °'DAM77 L• IL ECO�pa. 68. .... V 11 42 WEST Rows�ORA'E 0 %. ',F`''`•��,14s TIWT TESTING k ENGINEERING COMPANY WLSr PALV'BEACH,FL 33407 17�097 SECTION A-A S1�NAL y\��:! 0]!!Nr. Sl.S a.]W,RONNLG�MLIN.WIS. PHONE'(361)209-e263,FAY:(561)B41-1716 Eli b Pnom:pGll6+S-00.Foy:Jos006719 I- - - DRAWING No H. E a .... WALTER A.TILLIT Jr.,P.E m u-ou /:'4/I J FLOMI A Ua 44167 SHEET 2 Or 17 1211'] 9- apro op.x aara R. T_ 2J?' 714-0-105.5 AMMATpp F414' Y/0.—i to".1 N -@ ro • 4 094* '+ -L • 14 + --0 .090, 92W . N + .0.7'C ' I ' . �—Z000- .w. —2.j48' 50' �1-2 125 gi 4 —2.493 ZRA (g) 'h" HEADER -U' HEADERJ' MAX ANGLE WIL D Otir BRACWT MILE.J/9'-1, (2) SOILE: OPTIONAL 3'SWX:J/3' ME HEA ",-nzs SNO -20&I STUD -m I '"Kp'." TO ANGLE rm 7W 0 SPACOXS SHOWN 12�Aa�Ct ALum"Ir I ON S=0Am LEE L.C. r SEE C P��01 MAX arm I II L �L� =Ll O REVERSED 'E"ANGLE TRACK MINI WALL 1.75'x 'F' TRACK ANGLE MOOED ANGLE A WITH STUD @ 2-x5XMX.)xII8- �13 A—A— 112—1- ANGLE WITH STUD S�:/3,-I* .223' .2 - '4,0-20 SE.I rRIM.0 WIJ 31,5' T— PLA'T'ac .650 .751 T. H-It 0.750* 0,115' L -.03- X 91 Trp. t M&.035' .471' .509, LARGE KEY HOLE (OPTION I SMALL =rL (OPTION 2) ROUND ME AT 1*1 # smug @ KEY HOLE AT PANEL @ KEY HOLE WASHER .786• %1. sc� No.44167 .281 % ra7s Der % 4 44- 2.188* L �1=4 A FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) @ SNAP CAP 16 B.O. A 02017 nLT=.INC 0.050" BERTHA ALUMINUM STORM PANEL �76 IAWS ORA� (2.00" DEEP) bw 5/3. DETAIL 1: STUD wl wtva nur EASTERN METAL SUP 07129117 Z PLY, INC DATV COMPONENTS TILLIT TESTING ENGINEERING COMPAN7 WEST PALU BEACH, '�"STEP WEST ROAD9 M407 PHONE: (56f)209-826Z FAX(551)841-?716 17-097 EE116664714 DRAWING Na WAITER A.TlLLrr J, P.F- FLORIDA Llc 441k pm-4 SHEET 3 or 17 \ \ 9 Cane \. 250' POURED CONCRETE OR CONCRETE ANCHORS —�Mor. CONCRETE ANCHORS CONCRETE BLOCK WALL CONCRETE ANCHORS \ (SEE SCHEDULE) \ (SEE SCHEDULE) EOM. (SEE SCHEDULE) �__.. T'�i � � 3Cnnf. 1'Min. _._ REQURED 1 ) . � i (OPEN PoSTON f 500' '•o,^k I .4f-Do CONCRETE ANCHORS (SEE SCHEDULE Ii \ Mar FOR SPACING) POURED ED• POUREMD \ i CONCRETE F.D. \ i CONCRETE EA CEO RED7 ONCREX \ i j Z REQUIRED i REOU/REO i i I C-L \ I I N I I I X.SEPARATION I �I'Min.SEPARATION I I 1 \ I 1 h I TO CLASS i TO GLASS I I YG In I11 1 1 N I i i I y ~I'Wrv.TO CUSSnON �-nom i I I � Mm.SEPARATION ; , I CONCRETE ANCHORS SECTION 3A I 10 CLASS I I L^ T 0-20 x J/1' 1 I (SEE SCHEDULE I I 144'BOLTS W/7/B• )�__ I d I : v IJ/J2•RING Nur O , I ant. Imoh- i I IY O.G i i I d I i n 2 CONCRETE POURED ED. I i � I i POURED ED. I i OR CONCRETE / '' /�// /// 1 CONCRETE \ I BLOCK'WALL L 1 POURED) j 1 REQUIRED j N REQUIRED u CONCRETE CONCRETE ONCO TE i \\ \ \\\\ CONCRETE ANCHORS/ r� OR CONCRETE OR / I .�.. EE SCHEDULE BLOCK WALL / BLOCK WALL E.D. / , I 1 (5 ) BLOCKED I REQURED I i i 1"M CONT. SEPARATION � --- ' TO CLASS i i i--L'J ��' (OPEN POSITION f) 1.7 SECTION ® ANCHOR CONCRETE ANCHORS CONCRETE ANCHORS' �150' (SEE SCHEDULE) 6 ConL OP770M/2 ' (SEE SCHEDULES Mu. s conr. SECTION 3A , WALL MOUNTING /NSTALLAT/ON SECTION 0 ANCHOR SECTION 2 SGRE. 1/2' 1' I s4-0-200 11 Tie i I / / / /// /J/J2"WIND NUT A I / I 7/8'x J/J2' 72'O.G WIND NUT i POUR I / 0 E4.STUD CONCRETE BLOCK WALL i POURED CONCRETE OR REQUIRED ED' , CONCRETE BLOCK IYALL , REQUIRED I POOR CONCRETE , 7/B'x J/!2" E.D. EDGE DISrANC£ E0. OR CONCRETE I RANG NUr O N•' (SEE SCHEDULE ON 5 Canf. 1 BLOCK WALL / EOM. QA""' VERY S.C SHEETS 9 @ 10 d•T I) CONCRETE ULEJOR57 REQUIRED Il 2 i i (OPEN POSITION f) Tz'o.C. (SEE SCHEDULE) SECTION ® STUD TYP. TOP/BOTTOM s WALL MOUNTING INSTALLATION ,. BU [>�"` CiP�� ST LLAT/O t c / + :SNAP r,1P r SECTION 4 NOTE FOR COAfBWAi/ON CF 5£CQONS: ,I A�.��, y(p/V.i HU�CANE CONORIONS. SCALE.: 1/2'- L' Cant. `_ (` 1 SECTION 0 STUD WALL MOUNTING SECTIONS C4N BE ��� '•���-" �rR• 1 WALL MOUNTING INSTALLAT/O!y COMBINED IN ANY WAY TO SUIT ANY INSTALLATION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.4 167 C2017 GLTECO,NG 0.050" BERTHA ALUMINUM STORM PANEL L.C. SECTION suLE: 7�' 1' ;*' t§ L* (2.00" DEEP) DRAWN Br. NOTE DERWALL L OF SECTION 0 STUD MOUN77NO JNSTALWnONV-SEC 0 4UD ALSO FOR (TOP) o •T 1 ¢AAbS EASTERN METAL SUPPLY, INC 07ali7 _ IA\ I L E C O IM C. 426E REST RAIDS DRIVE •,O/jOf...••'��,��II TILLLT TESTING&ENGINEERING COMPANY WEST PALM BOOCK FL M407 V J' '�• 41L1 r4r/.TON.i4 me.]01,wSxA WIm0i9,{L glee PHONC(561)2O9-B26.%FAX(S61I811-1716 17-097 AL FM r:(TOOJe EBLOD. :fTas)e)1-I6T1 nrt ama 0 rt DRAWNG No E6-DDD67A9 • r...r Y/ALTER A TllfT Jr.,P.E. aD IT-OU /TO/1 nARIDA U..44167 SHEET 4 Or 17 \ 7/8•r J/J2• SOLID SET OR ELCO—/a PANELMATE OR S.C.TAPCONS W/NC NUI O CONCRETE ANCHORS E.D 0 O1 OR 2) IY/l/4 0-20 S/DEWA(K BOLT OR m (SEE SCHEDULE) CONCRETE ANCHORS \ AT PANElAWTES �_ 3 Cont l'ME"'r CONCRETE ANCHORS E.0. (SEE SCHEDULE) 1— ®OR®W/1J W/1/40-20 TRUSSNFAD BOLT++ OR S.C. TAPCONS I (SEE SCHEDULE) ♦ IL E D. (SEE SCHEDULE FOR SPACING) \ POURED CONCRETE I I I II ��- \ POURED CONCRETE I REO(RREO 1"may t5 , REQUIRED: E0.I I E0. \ \\ CONCRETE I \ \\ \ \\ \ \I�\ \ \\ \ -- T \\ \�y\\\ POURED I POURED yi j CONCRETE C REQUIRED i I 1 OR CONCRETE I I I (ALTERNATE JI 1 BLOCK WALL W \ I 'EEC LOCAAOM REQ UIRED \ I i i i 1 i 4 Con& a cant. 1 1 I I N 1114'0-10 x Jl4' I I 1 1 IC- j BOLTS 1'7/B CONCRETE ANCHORS DPT10N rt l i i i i I 1 (SEE SGHEDNLE) SECTION 5A \ I U=U U I I N I N 1'Min.SEPARARON � I , � I ' 1'Alin. GLASS SEPARATION ! I TO CLASS SEPARATION C, POURED i i S i TO GLASS I I I I TO CLASS W CONCRETE\ R�UlRfD i , I I " 1111 I ' I i HNC NU7 0 i !�4.0-20 x I N EWM STUD a I J/4•S.S 6OLTs 1 i F 9 I 0 /2'0.C. i WjYNC�"UT POURED12.O . I CONCRETE 1 OR CONCRETE 1 I I T I 7.125" 1 h S 1 7 I BLOCK WALL 4i C 1 1 Can1. - REQUIRED ,{ I ,{ OPTION/2 s° POURED CONCRETE I POURED E CONCRETE I I SECTION 5A REQUIRED REQUIRED CONCRETE ANCHORS E.O. CONCRETE ANCHORS SOLID SET OR ELCO male PANELMAT£OR SC. TAPCONS (SEE SCHEDULE) (SEE SCHEDULE) C.O 0 Q OR® W/1/40-20 SIDEWALK BOLT OR ®OR®W/lJ W/1/40-20 1RUSSHEID BOLT++ CEILING & FLOOR MOUNTING (SEE SCHEDULE FOR SPACING) CEILING & FLOOR MOUNTING DIRECT WALL MOUNTING INSTALLATION (D M) INSTALLATION — SECTION 7 I'Min.SEPARARON —tQ INSTALLATION — SECTION 6 — SECTION 8 SCALE: 1/2'- I' 70 CLASS I I , 741' 1/J2• SCALE: 1/2•= 1• I I i IY/NC NUT 0 SCALE:1/2'�1' EVERY STUD i 9 I ' 0 12'O.C. I Cant 1 T— I N j 1.125• I �� I POURED CONCRETE 1•� E.D. MOE DISTANCE )111!��Fti TILLIT e+_ REQUIRED (SEE SCHEDULE ON \1i Q� C pp ✓ '' CONCRETE ANCHORS-1-1 D. SHEETS 9 k 10&11) \\\ ��tjEN�7�' (SEE SCHEDULE) �\ J No 44167 ". FLORIDA BUILDING CODE (Non High Velocity Hurricane.Zone) ' 02017 RLTECO,INc 0.050" BERTHA ALUMINUM STORM PANEL L.C. N07E FOR COMBINA17ON OF SEC77ON5 (2.00" DEEP) aRAHa•Or BUILD—OUT & FLOOR MOUNTING IVALL/FLOOR/CEILING MOUNTING SECDONS CAN BE T ty \Q EASTERN METAL SUPPLY, INC 071261t' INSTALLATION — SECTION 5 COMBINED IN ANY WAY TO SUIT ANY WSTALLARON. Q' ��`// P; \1 1\\ 4268 WEST RaAos DRN£ ff1M�9Li�Sl \v IL ECO�NF. / �Sp1()N�` C� 111 TILUT TESTING h ENGINEERING COMPANY HEST PAW MOIL FL 33407 17_097 SCALE:1 2'0 1' U 1.4 111 8117 NM.]eu.St_Sm.]af,YRdM ume.rt w... PHONE*(S8T)2a9-e28.E fAX:(5EL)B41-17T(i Feem:(J�)e71-1030.Taa:(.105)071-1!]I No ,..•.�I111 EB-0008719 ORAHTNG m.m mrvna„ urt WALTER A RLUT Jr..P.E. a~ BHCEi 5 OF 17 FLORIOA Tic 44167 a CONCRETE ANCHORS \ SOLID SET OR ELCO mole PANELMATE OR S.G. TAPCONS (SEE SCHEDULE) E. D. 0 12 OR 11 W/1/4 0-20 SIDEWALK BOLT OR 0 POURED \Y - 7/8'E x 3/32" CONCRETE 13 I I ®OR qW/ W/1/40-20 TRUSSHEAO BOLT+ + WING NUTS 0 12"O.C. REOUIRED E0. I',—Ell. (SEE SCHEDULE FOR SPACING) AT PANELMATES OR S.G. TAPCONS \ \ \\ !\ \ \\ 1 I I L � I I I I I I ' I I I 4 Cont. I I I 1 I I I I I I POURED CONCRETE REQUI\\ 1 v E D. EDGE DISTANCE (SEE SCHEDULE ON I I I 1^ SHEETS 9 & 10 & 11) I i I W I Q I W 1"Min. SEPARATION NOTE FOR COMBINATION OF SECTIONS 4 , I TO GLASS I � i H I"Min. ER477ON i i = i y WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE TO GLASS COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I I I I I I I I W I I I I In I I I 1 V W + + I i i i (5 I i i SIDE WALK BOLTS ARE 3/40x3/327HICK HEAD MACHINE SCREW W/LENGTH I I i I 7/8".0 x 3/32" i I 4 AS PER NOTES A.2 & B.2 (SHEET 1) I W I WING NUT 0 I I 1 + + I 2 EVERY STUD I c TRUSS HEAD BOLTS ARE 1/20x1/87H1CK I I HEAD MACHINE SCREW WJLENGTH 1 7/8'a x 3/32" I I , o_ I ® 12 0. C. I I AS PER NOTES A.2 & 6.2 (SHEET 1) PIING NUT 0 I I >< I I I EVERY STUD I 0 12"0. C. Con/t—. ALTERNATE LEG POURED LOCATION CONCRE OR CONCRETE BLOCK WALL REQUIRED POURED CONCRETE �III��II ha• I o T 1•, EDGE OF CONCRETE ANCHORS LJ REQUIRED 7 SLAB IF (SEE SCHEDULE) CONCRE AN APPLICABLE (SEE SCHEDULE) L E.D. Cont. CEILING & FLOORg-MDUNTING INSTALLATION SE �N Tw `tip :;1CJ'EW ✓�' '•. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WALL MOUNTING INSTALLATION f ; No,44167 02017 MIECO,INC 0.050" BERTHA ALUMINUM STORM PANEL LC, 1 (2.00" DEEP) DRAWN er. SECTION 9 : 7126117 IL EC O rtwe. EASTERN METAL SUPPLY, INCANC DAM 4268 67Sr ROADS DRNE O ((y V�� TIWT TESTING&ENGINEERING COMPANY WEST PAW BEACH.FL.J3407 SCALE: 1/2"= 1" '�Qy,.f,//��� •rr\�f� bus Nay.Jbn SL fL.W,v,RCYM CAN;n.]111A PHOA0(56I)209-e261,FAIL(561)841-1716 17-097 'VItlH���v j7fA Pb iogiaiE8 O=OU6...I�+)'n-Il � nrt oRaia DR4WNCNa ,11f1 719 WALTER A.TILL1r Jr.,RE .///1 iLOPoOA lie.441i SHEET 6 Or f7 G d - E G / i 1/4'MIN. BRICKR1CK VEENEF / EXISBNG PENETRATION TO AMY NAK JA 2' J T/2' BRICK VEENER CONCRETE BLOCK ° Pma LWX &2'TO CONCRETE CO °& ____ 1•' i / � i f� I , I !/I'NB'E1C0 male EXISI7NC 1 I I POURED CONCRETE1 LPANELMATE NAS ANCHORS OR 1/4.0 STEEL ANGLE LINTEL j j �� l/1 Cr8'EL CO mole L_DOS17NO I �' OR CONCRETE BLOCK POURED CONCRETE TAPCONS OR f/4'0 ELCO MALF AS APPLICABLE I '�� PANELU41E NAS ANCHORS OR 1/4.0 STEEL ANGLE LINTEL I I 4 WALL REQUIRED I I OR CONCRETE BLOCK PANETA61TO(SEE SCHEDULE FOR SPACING). 1 TAPCONS OR 1/4.0 ELCO MILE AS APPLIGBLE 1 I I I WALL REQUIRED I I I N PANELIAATES(SEE SCHEDULE FOR SPACING). T V II 1 I OPTION/7 SECTION 11 A oanoN rs SECTION 11A 1•M;n.SEPARATION , TO CLASS I 1 t 1 I h I 1 1 IX157WO j BRICK SILL I I 1/4'0-20 r J/4' I CI SS.BOLTS W/7/B'0r I a J/l7'(nNc NUT® 12'O.C. I e I I E.0. - EDGE DISTANCE (SEE SCHEDULE ON 1 1/4'MIN. o i SHEEN 9& 10&11) I PENETRATION TO IXISRNC i i ++SIDE WALK BOLTS AR£J�4 Ej/J2-THICK I CONCRETE BLOCK W HING AS NOT£PoR COMBINATION OF SECTIONS 2'TO CONCRETE APPLICABLE I HEAD MACHINE SCREW 19IA(SH0 I I I AS PER NOTES A2&B.7(SNEE7/) ++ WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE TRUSS HEAD BOLTS AR£1/7 0rf/BTNICK I i I COMBINED IN ANY HAY TO SUIT ANY fNSTALLATION. NERD MACHINE SCREW(Y/LENGTH I AS PER NOTES A.2&9.2(SHEET 1) I I Ono I I 1 I I I 1 I 1 I I � I I T I J JMICK /2•� Pan6 J/TI//T�//pn»�' Mon IXISTRJC°r• T(11.I/f C 71� VEENER \\\\\�,+P`•C••VC�S POURED CONCRETE brB'ELCO—f �\ FLORIDA BUILDING CODE Non High VCIOCit Hurricane Zone OR CONCRETE BLOCK PANELdfATE NAS ANCHORS OR 1/4'.0 \\ •• �••••••• ( 9 Y ) WALL REQUIRED TAPCONS OR 1/4'0 ELCO MALE No.44167 • 02017 mrEco INC 0.050" BERTHA ALUMINUM STORM PANEL La (SEE SCHEDULE FOR SPAC/L!C). ; 1 (2.00" DEEP) DRAWN Br BUILD OUT INSTALLATION �O ` _ \\, IL E C Q.wc. EASTERN 42METTALLSSUPPLY, INC °'a°f/,." SECTION I 1 ,IA TILUT TESTING&ENGINEERING COMPANY WEST PALU BFACIL fI JJ407 �y 611!Nr.T6N 4L SU N0.G%N r+Acva IL all. PHONE(ss1)209-B26z FAY:(661)841-1718 17-097 SCALE:J/8'_ 1' _ s/OIYAL�� • EB- ILLrr Jr. �m�a wn urtGRAMM No ._.,,.. (VAFLOI O n!.. d,P.E. P1O le-a! //4.1 m SHEET BA OF 17 FLORIOl1 LiO.4416T ADJACENT ADJACENT INTERIORLY 114'0 TAPCONS PANEL REMOVABLE PANEL STORM PANEL CONCRETE ANCHORS 0 6"0. C. W1 1 112'MM. THREWED 714"max. GAP AT 6'O.0 z E11L1710N TO 77MG WOOD 114-Mox. GAP\ r V EN _J21 P28"ROUE w OR ANY DRIER REQUIRED 7 2TOP TRACK X SECTION B-B 01 OTHER 10P�CK SCALE 1 112' 1' 55. SIDEIVMX BOLTS. WOOD HEWER W1 716'X JIJ2' REQUIRED PIING NU78 AT OVERLAP *8 (BOTT) 12A,128 8 (BOTT) v- 114=2011"SS. AMCENr SIDEWALK BOLTS. PANEL IV 7/8'X 3132" INTERIORLY i 114=20,1'S.S. WWG NUTS AT REMOVABLE ADJACENT SIDEWALK BOLTS.— OVERLAP PANEL W/718-X JIJ2' 718 2- PIING Lp STORM PANEL IA'Min. SEPARATION N " PIING NUTS ATm cuss EVER STUD TO GLASS OVERLAP 0 12Y"0. C. POURED i��//,f����i% ; ° _-�:J /'o:; _-`/ CONCRETE OR CONCRETE BLOCK WALL C I 7.18'NLp2' REQUIRED Lj NO EVERY STUD t 0 12'0. C. OliVERD. —114'0 ELCO PANDAMTES SOLD SET OR SCTAPCONS 7 WOO OR S.G. WCONS W/2-MIN. OR PANELMATES ANCHORS 0 S-11 PENE7R4770N A�MIDINDTH o 6'aC.AT 2 0 C.. ADJACENT 'JI PANELS R OF PLATE 0 a (BOTT) 12A.12B *8 (BOTT) 0 ADJACENT PANELS WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 12A SCALE, 112'- I' -SECTION 128 SCALE:112'- 1' INTERIORLY REMOVABLE STORM PANEL INTERIORLY REMOVABLE STORM PANEL SECTIONS PARTIAL ELEVATION MAX. A.S.D DESIGN PRESSURE RATING = +50.0, -50.0 p.s.f. SCALE 1 112'- I' ...................... E114.... FLORIDA BUILDING CODE (Non High Velocity Hu"icane Zone) 0 44167 02017 MTECO,IMa 0.050" BERTHA ALUMINUM STORM PANEL . to (2.00" DEEP) DRAWN BY, ;71.1117 EASTERN METAL SUPPLY, INC a4 M.1 WEST RaADS A9Nr Z:76M��om- 4268-�. TILLIT TESTING&ENGINEERING COMPANY WEST PAW BEACH,FL 11407 .......... IW!I KIN.3'.91 PHONE'(551)209-826.X FAX'(56))841_1716 17-097 ILES-0006719 Eat- DROWD Na A,TUT Jr..P WALTER E. FLOMOA Uc.44167 SHEET 7 Of 17 PUURED CONCRETE 1/4'0-20 S. S.MACHINE OR CONCRETE BLOCK BOLT W/NUT&IYASHER WALL REONRED CONCRETE ANCHORS o 7/8'x 3/JT• 25°0'M;n. (SEE SCHEDULE) oN' T• Y.7NG NUT® CONCRETE ANCHORS STUD --- Cont. 1 PUURED CONCRETE O 12'O.C 2,500- -- EVERY OR CONCRETE BLOCK O /2'O. C. CUT PANEL WALL REQUIRED ' cf POURED E.D. 9 , ///---CONLRM ANCHORS I'000" O 12'0.C. CONCRETE Conl. • --/� ALTERNATE LEG LOCATION REOUIR£O i 1 2"r 2"r.055'70 2'r 5"x.055'C- _ ` �4 Alum.ANGLE OR n' 2'r 4'r.725' .080"J105-H754 SHEET 3105-H14 OR 6063-T6 ALLOY METAL Alum.BEM PLATE Cent Alum.ANGLE b�1'Mfn.SD-APA77ON j 1 TO GLASS CASE A (Plant CASE C (Plan) � U i N SCALE.' 1/4'= 1" SCALE: 1/4' 1' 2'x J"r.095 J/05 H-14'OR Z 6063-716 ALLOY Cont.At...ANGLE� W/IH ANCHORS O 12'O.C. 7/8"r J/32' 1/I CAP WHO NUT 0 * 1 HALF PANEL 1 1 VAR1E5 J'" POURED CONCRETE OR CONCRETE BLOCK 7•ppp• WALL REQUIRED 11 POURED CONCRETE Moc ConL OR CONCRETE BLOCX WU.REOU/RED CASE D, //// (Plan) POURED CONCRETE SCALE.' 1/4'= 1' REQUIRED L �fJ CONCRETE ANCHORS I' 1 (SEE SCHEDULE) „ 90'c L 135* I,; X = BUILD OUr DISTANCE KS CEILING & FLOOR MOUNTING c )_v.vvvaavv=v INSTALLATION — SECTION 13 1 2•M— x SCALE:1/2"_1' , E D.- EDGE OLSTABCE 1/4'0 BOLT 4'r 4'x.072' (SEE SCHfOULE ON 6 24'O.C. JIDS-HI4 OR 606J-T6 ALLOY SNEf75 9,10&1I) W/JACKNUT CCnL Alum.ANGLE NOTE FOR COMB/NADON OF BECKONS CASE B (Plant CASE E (Plan) WAI-VFLOOR/CE/UNG MOUNRNG SEC17ONS CAN BE S TjfFJ/��jj 1� CLOSURES DETAILS SCALE.' 114'= 1" 11 A PI- I COMBINED IN ANY RAY TO SUIT ANY fNSTALLADON. FF END iI sF•.,9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 m1ECO,INC 0.050" BERTHA ALUMINUM STORM PANEL /.a ` 0.44167 - (2.00" DEEP) DR41W Sr •: ' 071261171- A (}F\ ; EASTERN METAL SUPPLY, INC D, ' '•• r/ :• 4268 HEST ROIOS DRIVE W ``•O� :�ICR14A:'•``��L'i�'� TILUT TESTING&ENGINEERING COMPANY WEST PA B6404 FL 13107 • .............. ......•• P tti =5 xA'MI s�.,fie.]W,uRGxtl r,AodS,rt]]ioe PHDNG(561)109-816J,FAX.•(56I)BI7-1716 17-097 ss�ONAI ENS\ 11 PEvne (IQ1)l1EB 0006719 L]6f1e71 OR4HTNG N. WALTER A MUJr Jr.,P.E. m's /:U� 9HEEi 8 0117 rLOPIDA Lie.44167 MAXIMUM A.S.A. DESIGN PRESSURE R477NG (P s f) AND CORRESPONDING MAMME ANCHOR SPACING SCHEDULE FOR INSTALUMNS IN CONCRETE AND CONCRETE BLOCK S7RUC77IRES MAWVM AAIAOAN AXIKWE 9DACi.O MR E a.3 1/F•.• 'APPLCABLE m MAmAW AALAO.g S^AQAG mR It A..J lAT'.. AFPLCtt.$E ro AIDE RE=o TMRLVS 601ID 117 1GIAKiW PANlMMI6 PAM MIE 1WS YLTl6 I A 1TAMRlY PAA[1 AIR Aw L9M,T.NAIXX! Lox.1'(NJ iN®11S RLG"IAPOON1 loco SLT SOE4COV iN21YAN. PANLLW/E TYAS A ,IK f i(6 G+LI m cmwz T m ALIwO m LANl76TE m MASaxRA' TO rA'.rARLTE m AAAT(pYf/ To O'AKRDE ro IAASo'RY TV oOYTFLTE m M1565BY OF)MM iLA1AW(P.•/J ro W`+fl1LlE TO AAAEMWY ro ASYIfSd1E m MAS4ARY ro L1YA:R£m m YlSIX�9A' ro Oo'd•JtDE ro MamwY m CO/NalE ro Aelm1BY or I 12' N/A 12' N/A /2- N/A 12' N/A 1. N/A I(TOP) /T' N/A 12" N/A 12' N/A 12" WA 12' N/A I(TOP) 12' 11• IY 12• 12' 120 12' 12' 12" 12' 1(Borrow) 12- 7• 12• 12- 12- 12• 12- 12" 12- 12• I(BOTTOM) 12' N/A 71' N/A /2- N/A 12 WA 12• N/A 2(TOP) 12' WA 7T' NIA 11' N/A 1• N/A 12• N/A 2(TOP) 9- 9' 9' 9• 9 9' 9• 9• 9' T(BDITOM) 9• 9• 9- 9- 9• 9. 9• 9• 9• 2(DOTMU) 9• NIA 9' N/A 9• N/A 9' N/A 1 9' 14/A .14(TOP) 9' N/A 91 N/A 9' N/A 9" NIA 9" N/A 34(70P) 9• 9. 9. 9' 8" 9' 9" 9• J(°OTroN) 9- 9• 9• 9• 9• 9• 9' 9' 1. J(BOTT04) V" II• I1• 12' 12' 12" 12' 12' 12' 12' 4(TOP) 12' 7• 12' 12- 7T• 12" 1Y 12' 12' 12' 4(TOP) I2' IF, 12- 1. 7Y 12' 12• 12' 12' 12• 4(80TTOM) 12• 7' 12- 12• 12' 12' /2' 12' 12' 12• ♦(BOTTOM) 9• N/A 9' N/A 9' N/A 9' WA 9' N/A 54(TOP) 9' N/A 9' N/A 9• N/A 9' N/A 9' N/A 51(LOP) 12• N/A 12' N/A 12- N/A 12' N/A NIA WA 5(80TTOAQ 9• NIA 1)• WA I2' N/A 12' N/A N/A N/A 5(BOTTOM) 12- N/A I2' N/A IY N/A 12' N/A N/A N/A 6(TOP) 9' NIA It 1/2" N/A 12' WA IT N/A N/A WA 6(TOP) .4ao-40.0 IV WA 12' N/A /2- .N/A 12' N/A N/A N/A 6(50TTOM) 8'-0' +IOO-1A0 9' N/A /I' N/A /T• N/A 12- N/A N/A N/A 5(BOTTOM) >8'-0' OR OR OR UP TO LESS 12' N/A 12' NIA I2• WA 1 12_ N/A N/A N/A 7(TOP) LESS LESS 9• 1 N/A It" N/A 12- WA I2' N/A WA N/A 7(TOP) I3'-0'- I2" WA /1' N/A 12• N/A 12• WA WA WA 7(BOTIVII) 9• WA I7' WA 12' N/A 12• N/A N/A N/A 7(BOTTOM) N/A /T/A 12' 12' 1. IT 12' 12' 12' 12' B(TOP) N/A N/A ITS 12� I2� 12.0 12' 12� 12.0 12'* B(TOP)* WA NIA IT' 12' 12• 12" 12' 12' 12' 12• B(BOTTOM) WA WA 12' 12' 12' 12'• IT'• 12' 12, 12'• 9(BOTTOM) WA NIA 12• 12' 12• 12' 12' 12' 12' 12' 9(TOP) NIA NIA M•• 12'• 12'• 12•• 12•• I2'• 12'. 11'. 9(TOP). 12• It, 11' 11' I2• 12- 12• 12- '12' 12' 9(BOTTOM). 12• 7' I2' Iz' 12• IT" 12' 12' 11' 12' 9(BOTTOM) 12" N/A 12' WA 17' N/A 12• WA N/A N/A IO(TOP) 9• WA 11 1/2" N/A 12' N/A 12- WA N/A NIA 10(fop) 6• N/A 6' /!/A 6' 1 WA 6' 1 N/A WA WA 10(BOTTOM) 6' WA 6' N/A 6' WA 6' N/A N/A' N/A IO(LroT1GM) 9• N/A 9• N/A 9• N/A 9' N/A g• /!/A ILA(TOP) 9' N/A g' N/A B' N/A 9• WA 9' WA /IA(TOP) 9• B" B• 9" 9' 9" 9- 9' 1 9• 9' 11(80TTOM) 9- 9' 9• 9• 9- 9. 9• 9' 9' 11(BOTTOM) 6• NIA 6' N/A 6- WA 6' WA 6- N/A 13(TOP) 6• NIA 6• N/A 6' N/A 6' N/A 6- N/A IJ(TOP) 6• WA 6- NIA 6• NIA 6• WA N/A N/A JJ(BOTTOM) 6' WA 60 /!/A 6' NIA 6' WA 6- N/A /J(B07RTM) • USE 6'OC FOR PANEL LENGTHS IARGER THAN 10'-0'AND USE 12'DC AS SHOWN ON SCHEDULE FUR PANELS LENGTHS EOUAL OR SHORTER THAN 10'-0 ..MA1mNM ANCHOR SPACINGS ARE VAUD MR J)/1•EDGE DISTANCE FOR E a LESS TRW J l ANCHORS LEGEND REDUCE ANCHOR SPACJNC BY UUMPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWNG ACTORS (NOIC AGn.E D.FDA SOL V5ET ANCHORS IS 37 , MR TlOS OPERARON IO BE POS518U5 REDUCED SPACING OHMNED USING FACTOR SHALL NOT BE ANCHOR rYPE I ANCHOR LESS THAN AIINTAILAI SPACING INDICATED FOR EACH ANCHOR TYPE AT AMWRS LEGEND. SPIA611 FACTOR TAPCaN(REGULAR OR SO)PANELMATE OR PANELAATE TVAS I J' ACTUAL E.A TAPCON(REGULAR) SA TAPCON,PANawlr OR PANELU41E TVAS SOLID SET E. O. =EDGE DISTANCE sow SET � J• .86 .75 2 1/2' - .71 .SO j.1(ETF(aFEFFFJiyri/��` So -15 ��$ �. SF '•. = FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.44167 02017 DLTECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.00" DEEP) DRAWN BY.• EASTERN METAL SUPPLY, INC °'a`��17 __moo•.• `'/' �,�,4` IL E C O NC. 4268 NEST ROADS DRNE _-�� L.f1ORfY�•\``.11 TIWT TESTING x ENGINEERING COMPANY WEST PALM BEACH FL AN07 •��AA KKKW III'���v •S^W IY, =1 Nr.]Au.6Y..S:a JW,rNGnA Wm.S R JJlbe PHONE'(56I)209-B26J,FAX:(561)8II-1716 17-097 fY p•�••••• �• ww:(]as)BIEB-GOf16779 �1-tvI n-r e n DRAIVM0 N. U/oIrAL WALTER A.TILUT Jr..P.E SHEET I.OF 17 FLORIDA 0.44167 eaWX A D DESIGN ERESSME RATING (p.s.fa AND GORRRSPOh�WG exnL'Tra/ ►V IIOR SPACING SCUM LME FOR INST rreTIONS W CONCRETE AND CONC EM BLOCK sTRrrrrrrnf~s MI WYM NXNJRa SPKnC f0.4 L 0..]1/f'a ucrms/e Mums APALWRE RLLL4AP TA STUD SIT SGTNWV Au'DIMf6 PAKMMTE iWS / �PAVER ALA ! AYCIAW9 SPA'SYr'FOR E 0..J 1/1'4 AXIXMF m ANI f7D11DNM1CY1 LCIG7R 2'(OJ PRmwr RZa7AAR 1.1PGd6 SDI10 SfT S4TARCDl/ PA.XW- PA1a m 1Y4S R.ITPIG(P¢IJ ro f>2'FFLJr ro wmwr ro C(WMlfi ro IAaYO,VAY ro CpGKlr ro WSYWr ro f5'A:elT6 ro WRY+M' ro fbRWII[m YlS0Y7Y Or 11p1 RIrPA:(p...IJ ro W'tRm to W91YJif ro fYMOPRr To WSDVRr ro COtARRf ro WiDua1' ro ro YA56171f ro CTxGRr m WTDfT,' Ally CDI@AFDDN ID.CM a'(a) /r WA IT' N/A 12' N/A 72' WA N/A N/A 7(TOP) If, N/A 1!' NIA it, NIA It' WA 11' NIA 1 Troop)wmm 1. r 12- 12. 12' 12' 12' 1. f2- TT 1(Bo77Gu) 11• 4- 1I- it' ff- fr- If- T W T I(B0T70u) 12. WA 12- WA 12• N/A 12' WA 12' ILIA 2(TOP) 1I' WA 11' N/A Il' WA 11- NIA W NIA 2(TOP) 9' 9. 9' 9" 9' 8' 2(BOTTOM) 6' 4' 9' 8' 9' 9' 9' 7' 9' 7- 2(60170111) 9. WA 9' WA 9' NIA 9' NIA 9" NIA 34(JOP) 9' N/A 9' WA 9' NIA 8- NIA 9' WA 34(fOP) 9' 7' 9' 9' 9' 9- 9' 9' 9' 9' 3(GOrlau) B' 4- 9' 8' 9' 8' 9' 7• 9• 7- 3(BOTTOM) 12' 7- 1. 12• 12' 12' IT' 12• 12' 1. 4(TOP) 11' 4- 11" 11• 11' I1' II' 7• 1r' 7- 4(TOP) 12' 7- I2. 12' 12• 7T' f2' 12' 11 12' 4(BOTTOM) It 4• 11' if" If' Il• 17- 7• 11- 7- 4(BOTTOM) D' WA I. NIA 9' WA D' WA 9' N/A 54(rOP) 8- NIA 9' NIA 9' NIA 9' WA 9' N A 51/ (TOPJ OR 10- NIA 1. WA 12' WA 11. NIA N/A N/A 5(BOTTOM) 5' B' r NIA 9' WA B' NIA WA WA 5(BOTTOM) to' NIA 12. WA 12' NIA 11. NIA N/A NIA 5(top) 9' NIA 10" NIA I2' WA fi' N/A N/A N/A 6(70P) +40.P-40.0 /0' WA 12' N/A 72' WA 12' N/A N/A NIA 6(BOTTOM) W-D' +60.0,-60.0 8' N A 7- NIA 9' I / WA 6(BOTTOM) 9'-0' UP TO OR UP.To / I WA B" NIA N A ,- +6am-6ao '10- NIA 12- WA 11' WA 12' WA WA N/A 7(IOP) LESS +B0.0,-90.0 5' N/A 7' WA 9' WA 6' NIA WA NIA 7(TOP) LESS 70' WA 12' NIA 12' WA I2• NIA WA NIA 7(80770M) 3' NIA 7• N/Aq"2' NIA e' WA NIA WA 7(BOTTOM ) NIA WA 12- 12' 1. I2• 12' 17- f1' 12- G(TOP) NIA NIA 12- 11' 12' 11' 6' 1. 6' B(TOP) NIA ILIA 12- 12' 12- 12' 12- 12- 12- 12- B(BOTTOM) WA WA I2' 12- 1. 12, 6' 12' 6' 6(BOnOM) NIA WA 7T' 12- 12' 17' 12- 12- 12- 1. 9(TOP) WA NIA 72' 12' 12' 11. 6' 12' 6• 8(TOP) T1. r 12' 12- 1. 12' 12' 12' 12' 12' 9 MGM.) It 4' it if" I]' 11' 7• ff' 7' 9(BOTTOM) 70' N/A -I2' NIA72' WA 1. WA WA NIA 10(TOP) 9' NIA 10" NIA N/A 11- WA NIA NIA 10(TOP) 6' N/A 6' N/A 6' NIA 6' NIA NIA N/A 10(BOTTOM) 6' NIA 6' NIA 6' N/A 6• WA NIA NIA !0(BOTTOM) 9' 7. WA N/A NIA WA 8' 7' 8' 7' I LA(TOP) B. 4- WA N/A WA WA 9' 7- D' 7' 11A(TOP) 9• r WA WA N/A NIA 9- 7- 9- 7• 11(BOTTOM) B' 4• N/A WA WA WA 9- 7- D• 7' 71(fiOTTOM) 6' NIA 6- NIA 6. N/A 6' N/A N/A NIA 13()pP) 6' WA 6• N/A 6' N/A 6' N/A N/A WA f3`....) 6' WA 8' WA 6' WA 6' N/A WA N/A 1J(eDTTOM) 6' WA 72� N/A 6' WA 6' N/A N/A N/A 13(BOTTOM) ANCHORS LEGEND ..MA7(IMUU ANCHOR SPACINGS ARE YAUD TOR 3 1/9'EDGE DISTANCE FOR ED.LESS THAN 3 1/1; ANCHOR lYPE I ANCHOR REDUCE ANCHOR SPACING or NULT/PL77NG SPACING SHOW ON SCHEDULE BY TN£FOLLOHWG FACTORS SPACING (NOTE K.ED.FOR SOLIDSET ANCHORS 1S!7 FOR THIS OPERADON TO 8E POSSIBLE REDUCED SPRING OBTAINED USING FACTOR SHALL NOT 6E TAPCQU(REGULAR OR SG)PANEL 4TE OR PANaWTE TYA5 3' LESS THW L(INMIUM SPACING WO!GIED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR SOLID SET ,T• ACTUAL E D. IAPCON(REGULAR) EG.rAPCOK PANEW47E OR PANELMIE TIAS SOLO SET .86 .73 2 II2' - .71 .SO il1l1 �i 2' ,14,PEER 1 7/2• .3s - - `,����':'�,\CiE1VS'�.'•--�f)^e FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 020177XIECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL LC NO.44167 (2.00" DEEP) DRAWN er ' ; 07126117 -o EASTERN METAL SUPPLY. INC DAM 1 L E C_Om C. 4268 IY£ST RG40S DRNE F�'• P t/ 4 To WT TESTING&ENGINEERING COMPANY WEST PAW BEACH,FL M407 Q %•fy.//... 111 6V1 mv.]au.M Sta am.v.RGAA rAtm15 rt S.flaa PHONE(561)209-6263,r"(361)841-1716 17-097 4S/ ..?\'Cl,I Pem.:a0.7HiT1-16]0.Tea:(JOS)OTI-16a1 mmroa our m. ONAL E�Ca EB-000671E r< DIXIVING No \ WELTER A.TROT Jr.,P.E aD rJ w // SHEET f0 OF I7 I7GRIOA Ue.44167 AXIAfIlAf A.S.D. DESIGN PRESSURE WING (p.s.f,) AND CORRESPONDING MAXWUM ANCXOR SPACING SCHEDULE FOR INSTALLA77ONS D11 CONCRETE AND CONCRETE BLOCK STRUCTURES 1UY.9OY LXXJRAr NAILPS SPACa.L/LPL 0..J I/7"•• AWLWME To YA4YVY Y M AMJgPS SPACIAL MR E a.J r/2'•. APlMO161£ro ASA acml ,�a,6. PAM ASa 0G9Lv SLarp5/6 YA4WY PALII PFESSVVRr FLL'Ir.4P MPapA6 SLID SLT SLIAPCLP P 'a' FMT1flIR NAfi AM CLWRalAIY IEAGM 7"(RJ PA241IRr A'EGNAP TiWG1]'S SaID FT SLGFiYW PAxOY4ll5 PANAYIIL NAP AM C010N11* YAGM 7'M aArrc(xy ro cancan[ro YuaPPr ro mncaLrE roY.mvRr ro mncm'R m Ausannr ro to caLrc ro YAsc•ar ro cn orEh m Ytsaxr ar Nev �n`C�J m co�aOc m Yamwr m cawrcrr m uuarar m mi m m Yamxr m--r ro Ya - m�ro Yasam cF 1mr 12' N/A 12" N/A IT N/A 12' N/A 12" N/A 1(70P) 8 1/2' N/A 9" N/A 9' N/A 9" N/A 9' N/A 1(TOP) 12- 4 1/2" 12. 12' 1. 12' 12' B 1/1' 12" B 1/2' 1(BOTTOM) 9' 7" 9' 9' 9' 9' 9' 7' 9' 7" 1(BOROm) 12" N/A 12' N/A I. N/A 12• I//A 72' N/A 2(TOP) 9' N/A 9' N/A 9• N/A 9' N/A 9' N/A 2(TOP) 9• 4 1/2' 9' 9' 9' 9" 9" B 1/2- 9' B 1/2• 2(BOTTOM) 9" 4- 9' 9• 9' 9' 9" Y 9' 9' 1(Bornom) 9" N/A 9" IVA 9' N/A 9" N/A 9" N/A .14(TOP) 8" N/A 9' -N/A 9' N/A 9' N/A 9' N/A .H(TOP) 9" 4 1/1" 9' 9' 9' 9' 9" B 9. B 1/2' J(BOfTOY) 9" 4" 9' 9" 9' 9" 9' 7" 9" 9' J(Bon") 12' 4 1/2" 12- #' 71. '1. 12" 8 I/2' 12' a I/Y 4(TOP) 9' Y 9' 9" 9" 9' 9' 7' 9' 7" 4(TOP) 12' 4 0- 12' 13' 12" IY 12' 8 1/2" 11. B 1/2' 4(67170Y) 9' Y 9. 9• s' 9' 9' Y T 4(BORON) 9' N/A 9' N/A 9' N/A 9' N/A 9" N/A 54 IMP) B' N/A 9' N/A 9" N/A 9' N/A 9' N/A 54(TOP) 6 W. N/A 7 1/- N/A 6' N/A 7 1/1' N/A WA N/A 5(BOnOY) 3' N/A 6' N/A Y N/A Y N/A N/A N/A S(BORON) 9'- N/A 9"1. N/A 1o" N/A 9 1/2' N/A N/A N/A 6(TOP) 7' N/A B' N/A 10' N/A e' N/A N/A N/A 6(TOP) 44H.a-40.0 5 I/7' N/A 1 7 1/2. N/A 8' N/A 7 1/2' N/A N/A N/A 6(BORON) l6=0" 4Mo.-Mo 3' N/A 6" N/A 7' N/A 7- N/A N/A N/A 6(Bottom) Y-0' UP TOUP TO w To OR ♦64G--soo 6' N/A 6 1/2" MIA 7- N/A 6 1/2- N/A N/A N/A 7(MP) 17'-6' 10aa rI JO0 S' N/A 6- N/A 7- N/A 7' N/A N/A N/A 7(TOP) LESS 6' N/A 6"1. N/A 7• N/A 6 1". N/A N/A N/A 7(BORON) 5' N/A 6- N/A 7- ///A 7- N/A N/A N/A 7(BOTTOM) N/A N/A 12'• 12'• 12'• 12'• 12'• 6"• 12'• 6'• e(NA)• WA N/A 77' 6' 12' 6• 12' 6' 1. a(TOP) N/A N/A 12'• 12-' 12 • 1.• 12'• 6'• f2'• 6'• e(BRROm)• N/A N/A 12' 6' 11. 6' 12' 6' 12• 6" 6(Borrow N/A N/A 12'• 12'• 12-_- 12"• 12-• 6'• 12'• 6'• 9(lop)• N/A N/A 12' 6' 1. 6' 12' 6• 12' 6" 9(top) l2' 4 1/2- 12' 12' 12' 12' 12' 6 1". 1. B 1/2' 9(BORON) 9" 7" 9' 9. 1 9' 9' 1 7' 9' 7" 9(Bottom) 9" N/A 1 9 1/2' N/A 70' N/A 9 1/2'1 N/A N/A N/A 10(TOP) 7" I//A 8' N/A 10• N/A B" N/A N/A N/A 10(LOP) 6' N/A 6' MIA 6• N/A 6' N/A N/A 10(BORON) 5' N/A 6' N/A 6' N/A 6' N/A N/A N/A 10(BORON) 9' 4 1/2" N/A N/A NIA N/A H' 4 I/2' g' 4 1/2' 11A(TOP) 5' 1' N/A N/A N/A N/A 7' 7' 7' 7' IG(TOP) 9' 4 1/2 N/A N/A N/A N/A 9' 4 I/1' 9' 4 1/2' /I(BOTTOM) S" 4' N/A N/A N/A N/A 7. 7- 7. 7- fI(BORON) 6' N/A 6' I{/A 6' NIA 6' N/A N/A N/A 1J(TOP) 6' N/A 6• N/A 6' N/A 6' N/A N/A N/A IJ(TOP) 6' N/A 6' N/A 6' N/A 6' N/A N/A N/A fJ(BORON) 5 N/A 6' ff/A 6' N/A 6' N/A 11/A WA /J(BORON) •USE 6'OC FOR PANEL LENCHIS LARGER THAN IO'-0'AND LISE 12-AS SNONN ON SCHEDULE FOR PANELS LM57MS£DUAL OR SNORTER Tmw/0'-0' ANCHORS IFGEND ..ALWWUM ANCHOR SPACINGS ARE VAUD FOR J 1/2"EDGE'DISTANCE.FOR E.D.LESS TINN J 1/2; Yam' ANCHOR TYPE ANL7fOR REDUCE ANCHOR SPACING ITT NULI7PLRNG SPACING SHOWN ON SCHEDULE BY M MIMING IMING FACTORS I ZO(NOR:S.ED.FOR SOUDSET ANCHORS 15 J7 SPACING 71El5 OPERATION TO B£POSSIBLE REOUC SPACING OBTAINED LLmw FACTOR SHILL NOT BE TAPCON(REGULAR OR Sc)PANEWATE OR PANELVATE TVAS I J' LESS 7HAN L JIVIAI L&I SPACRIG IND/G7ED FOR EACH ANCHOR TYPE AT ANLNORS LEGUJA E.D.=EDGE DISTANCE] FACTOR SOLID SET I J• ACTU4L E D. UPCON(REC") SG.TAPCON.PANEWAIE OR PANELWTE WAS SOLID SET .66 .7S .71 2 2' - .So So �111L1LV?,,`A. rl '�� EN FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) a 140.44167 P 020177RIECO INC 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.00" DEEP) DRAWN er. D7126117 % `4 �L E C O�lao EASTERN METAL SUPPLY, INC DATE'. 42M WEST ROADS DRIVE IO '1 14` TIWT TESTING&ENGINEERING COMPANY WLST PAW BFAOE,FL JJ407 t' �" 14 w•+•kw.J60.SL,Sr.TAS NfU.IN,ws0us,n 3J16e PHONE'(561)209-8265.FAX(561)84I-17f6 17-097 AL EB 00(16719(]W'M11-16]1 •u[ •ut DRAW/1IG No ...r WALTER A TILLIT Jr.,P.E ora rJ"a13 T/ra/r SXEET 11 OF 17 MAMA Lie.44167 1/4'0 TAPCONS / �.1 + / {\ 114'0 TAPCONS F \ \ f + W/i 1/2'MIN / /r 1/4'0 TAPCORS 1/4.0 7APCONS TNRFAOID P£NE7RAnON �J l W/1 !/2•Min. I 1 W/1 1/2'MIN. TO EX/SANC AOOD _ THREADED PENETRATION I THREADED PENETRATION _ \'�/' W/1 J/1'MW.- ( (� - TO E%ISANG WOOD / /� HEADER. SEE SCHEDULE) - / O EXASIINC WOOD /// \\\ THREADED PENETRATION •• HIX / HEADER.(SEE SCHEDULE] / �0 IXISIING WOOD �1750• / \ � (SEE SCHEDULE) , "FADER.(SEE SCHEDULE) 1- t 1'M'n. /XT \ I f I 1.las•, / —� 3 Cont (/ ,t I ,• .SOD• 11Ain. i (Min. , 1 LJ Ll ILrr-lu 1 WOOD HEADER 1 ttOOD HEADER Cont. 1 W000 HEADER I lJ ;REOU/Rm ; I REOu/RfD I 1 REW/RED ; I REOUfRED ' I W I t 1 Yn �! TO CLASS SEPARATION_ I i h 1 W SEPARATION ' I 8 I i ® LSEPARAAON r j 1 h 'To MASS I i t coxC I O CLASS I ALTERNATIVE 3A " ss.eaLTs w 7 BT. I } I I J/J2'WINC NOT®1 i -W' f\//I 1/4'0 7APCONS !�Nrt. I I I /� t W/1 !/Z•M1N. N j SEPARATON 1 2 I 1HRFAOEO PENETRATION I-O CLASS w ; ; ; \ /\` HOEADIXFa(sEf1SDs°cDNmuLFJ l C.M. / ' R 1 (OPEN POSRON 4) I I 1 1 1 / , '•' / l I 1/4'0 TAPCONS ` P EM4770 O•M/DWDTNRTH Min. 1 y OF PLATE(SEE SCHEDULE) S£C710NQ ANCHOR w RED "EAGER w / Ill � i E / (/{/4 � •50D' ;RfOU/AED i tf I I 1 / s cool. OPT/ON>t2 k I Gj cool. a . P.E ALTERNAT/VEM� aes ' 2'm"c"('T1E '!/4'0 TAPCONSSCREWS W/1 !/2•Min. I 1/4'0 TAPCONS -.T.-7NRBV}EO PENETRATION / \ -W/11/2'A!!n'V ED0 MOWIDTH OF PLATE PENETRATON 0 M/DIW IN(SEESCHE arOF P(AJE(SEE SCHIDU ;,.�_f•Min.SEPARATION•CTION ANEJ,'ORO GLL55coNr.•A,p_ + ALTERNATIVE 2 Ii4'o-2D I S5.BOL75 W/ a x 1 / eawnu0 1 I I - J/32•WWG NUT® 1 I SCALE: 1/2• 1' / I 72'0.C. �.%I' TO GLASS VkG ENj" N r 5 Cant. / W/EERY S7Up a� ' jjJJyyl1'' i ALTERNATIVE -- i 72'O.C SCALE. 1/2' LLLLLL � Tj�j✓YLA!'� 2' t, � / �/ , 3 W / se;waED �J�• h JI /\ 1.12�' { I NOTE FOR COMB/NARON OF SECTIONS: V•\ N I ol !I4'0 7APCOHS ��( <OF�I V�•.%2•(�'�/Q{{{R W/l V2'un.THREADED }t'Q7E:SNAP CAP Q T S1I/yg�AF `c {{ 3 WALL MOWrkVo SECTIONS rW BE MEM77ON 0 MIDWIDTH REMAIN CLOSED A7 NOON e OF PLA7E.(SEE SCHEDULE) HURR/CAN£CONO17/ONS y T1! / \ COMBINED IN ANY WAY O SUIT ANY INSTALLATION. �aEAA 114!/ 9 Cont• UILDING CODE Non Hi h Z1.1-i ALTERNATIVE 3 ( s ty Nurricone Zone) NOTES SCALE. 1/7'^ 1' 02017 RLIECO,Mr- 0.050" BERTHA ALUMINUM STORM PANEL LC (2.00" DEEP) DR41W Bf•, SEC77ON 0 STUD 1.INSTAUA77ONS ARE ONLY VALD FOR MAX.ASD. DESIGN PRESSURE WIN O7/2B/17 LTERNATIVE I♦ AND PANEL EEN07HS AS PER SCHEDULES ON SHEET 2 EASTERN METAL SUPPLY, INC a,� 2.SEE ANCHOR SCHEDULE ON SHEETS TB& 17. I E C O INC. 42E8 WEST ROADS DRNE tILUT TESTING&ENGINEERING COMPANY WE51 Pr BEACH,T'L.33401 SCALE: l/1•m f' aJaa w.laP.5c,S<c]0.a,tiAS.N ,n.urea PH(WC(561)T09-B16J,fAX.•(5B1)841-1T5 17-097 3. FOR REfY W000 FRAME CONSTRUCTION.•WDOO MEMBERS TO BE SOUTHERN ��mn, (xskn�1531 �,A o¢a0ro1 oan or»> urz pRIWlNC No PIN£No.2, W/SPECm DENSITY OF 0.55 OR EQUAL. E9-ODOW18 WALTERDfti A TILUT Jn P.E. DA U'.44187 p0 ra"01S 1r°/r SHEET 12 OF 17 Fi 114-1 0 TAPCONS WOOD 1RUSSES OR RAFTER ti O 74 O.G REQUIRED WOOD TRUSSES OR RAFTER \ \f•' PE 1 1/2"NTO DSTIOED O 24'O.G REONRED /\ WOOD ARON TO r SCHE - I WOOD HFAOER.(5£E SCHEDULE) � 5.. 1'M'n. .500.' £O 00" `- .50 EQ I � I Alum. TUBE W/ I � C3) 1/410 r 3/4" 1 EACH L_I I_I ,.`-:" I i11W/BWLDEX I i }}AACHSJOIST I RW/BUI1DEx /n. IIYX70 HEADER I 1 10 6SO i ; I 4 ConL AT N/D OTHMOF i O 650.C. REQUIRED I I I DUSTING W00D ; 8 Cont. I LJ—IlJ I I I N I 1 I I I U£MBD)(2'Nin. I t I I NOMINAL WlD1H I t WOOD HEADER I f I I ) I/4"0-10 x I I I 01 1 I I W/2"Nin. ; j/4'S,S.8°C75 I FEWIRED I 1 1 lAin,SEPARTRON I I '� THREADED I i I I W/7/B' l0 GLASS I � I 1 I PENETRATION I I I I I I WING NUT O 1 1 i 1 1 iT"O:C. j j ; 1 Ci I I oyS OPTION ALTERNATIVE 6A ALTERNATIVE SA ALTERNATIVE N SCALE:1/2'= 1" In $CALF: I/7"v !" N 1 1 I I (017TED TO +60.0, -66.0 p.s.t DESIGN LOAD y (LIMITED TO +60.0, -66.0 psJ. DESIGN LOAD �' i i a x AND UP TO 9�-0"Max. PANEL LENGTH I I I I 1 y ) AND UP TO +60.0 Max. PANEL LENGTH) / 1/4".0 TAPCONS / c W/1 I/2'M/N. j 1 l+ TO SEPARATION /C THREADED PENETRATION I I I I I I C / / EXISTING RVOD / I HEADER.(SEE SCNEDUIE) h I I � 1"M'n. 1 I I"AT7 I 4 I 7/B"r J/32'I I I / Canf. I"., rSEPARATION I I 1 SEPARATION I I o. WING NUT O / - may„ i TO GL 45S 1 ; i 4 ; TO CLASS I EVERY STUD I I / \ I i 1 I i 0 r 1 p J IJI/4Min. '0-2E/ERY STUD 354O 72"0 C. /•i'•• 1 @OL75 I w hC� I 2.11 W000 ' o I 12' I 1 I M1 y"O 7X6WOOD 1 I 1 ;1 KUDD�HE HEADER ; DECK REQD, I I`! DECK R£O'D.REQUI i 7 C.onf 2'x 4"PLA RFOULRED OPTION�2 / ^ ANTES OR S.C.P>NEL APCONS ALTERNATIVE 5A / �4� ! ` P ION THREADED OF PLATE. TYPICAL TOP& %4I TAA2P'DOMN 1/40 TAPCONS ALTERNATIVE 8 BDp"jjiTOM A 'a�„ rl. THREADED PENETRATION 1 RE1DED PENETRATION SCALE: 1/2"= I' ,11 ,.......,. I (SEE SCHEDULE) i T' I I 1 1 (SEE SCHEDULE) 11� � ALTERNATIVE 6 �� \CElys`*., �s 1 ALTERNATIVE 7 �' SCALE. 1/2'a 1" t I 17/8•r J/JT• SCALE: 112'a 1' ° 44 I WING NUT B ' t EVERY STUD ' 9 I G 12'O.C. NOTES: I Cont. I 1 2 X 6 IY000 �1.INSTALLATIONS ARE ONLY VALID FOR MAX.ASD. DESIGN PRESSURE RATING '•�Q•' AL` 8� Q.�, I DECK REDID i AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT AS NOTED) 2.SEE ANCHOR SCHEDULE ON SHEET!6& 17. - W���OOR%f/LING MOUNRNCCSECRONS CAN @E •,�O /ygg.�I 1 S/Q17AL��G 3.FOR NEW WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE SOUTHERN COMBINED IN ANY WAY TO SUIT ANY 1NSTALIATIDN. ,i.4iYril>'1 J PINE No.Z W/SPECLFIC DENSITY OF 0.55 OR EQUAL FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0201.TUTrco,INC. 0.050" .BERTHA ALUMINUM STORM PANEL L.C. ' (2.00" DEEP) DRAWN BY. !/<0 rAPCONs W/1 ED MIN. EASTERN METAL SUPPLY, INC °'a';&" (STIFF DSCHEU AnoN 1 L E C O .268 wL3r RG1Os DRIVE ALTERNATIVE 5 TACT TESTING&ENGINEERING COMPANY WEST PALV REACH.FL 33407 WS NR m, Mama: m m PHONE(561)209-8264 FAX(561)64I-17f6 17-097 L -u. -Awve DRAWING No SCALE: 1/2'm I' Ee-0006779 �'®' un emmol can WALTER A TILUT Jr..P.E. 010 I!-0t1 > ROPJDA L'c.44167 SHEET 13 or 17 WOOD TRUSSES OR RAFTER 1/4"0 LONG ELCO ® 24"0. C. REQUIRED j I\ PANEL MATES OR S.G. —� TAPCONS W/-2-Mim ' THREADED PENETRA77ON TO EXISTING WOOD HEADER. (SEE SCHEDULE) I 0"50 0" 1"x 4"x 1/8' 7/810 x 3/32" I Min. (6063-76) I I WING NUTS 0 12"O.C. I Alum. TUBE W/ (3) 5/16"0 x 4' 1/4 0 x 3/4' I I I LAG SCREWS TO / I /7W BUICDEX I EACH JOIST. TEK SCREWS I I LOCATE SCREW ® 6"O.C. I 1 I 4 Cont. AT MIDWIDTH OF WOOD HEADER I I I I 1 EXISTING WOOD 1 REQUIRED I I I W I I MEMBER 2'Min. h i i NOMINAL WIDTH) I I , La 1 I W/2"Min. I f•,y;,u 1 I I j I 1"Min. i I I N THREADED 'SEPARA77ON I I O 70 GLASS I W � SEPARATION I PENETRATION. 1 I I X I TO GLASS I I T I I I I i I 1 h I 10 I I I I 1 I Hll I 1 I I W �- z ALTERNATIVE 10A x I I I I 7/8'0 x 3/32' w I I 1 IWNG NUT 0 SCALE: 1/2"= 1" W EVERY STUD a (LIMITED TO +60.0. -66.0 p.s.f. DESIGN LOAD 2 NOTES: AND UP TO 9'-0"Max. PANEL LENGTH) : 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING I i 1 i & PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 'T I 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. I i a 3. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE I I I I 7/80 x 3/32" 1 I >< SOUTHERN PINE NO. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. / 1 I I i WING NUT I I EVERY STUD I 12"0. C. 1 I 1 ry I NOTE FOR COMBINATION OF SECTIONS / Cont. i WOOD DECK WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE�� t�'` C ✓,p I REQUIRED (NO FINISH COMBINED IN ANY WAY TO SUIT ANY INSTALLATIO,`i \ I ` D i 1 MIN. 1 " ALLOWED) 41 67 /2"x 4`PLATE VCont. REQUIRED / 1/4"0 TAPCONS 1 1/2"Min. f 9 F•��L��.\�4•',�` THREADED PENETRATION = ....i 11 0 MIDWIDTH OF PLATE / - fi, ••••••••••••'��,•,( (SEE SCHEDULE) t"AfrolF. l// 1 0 2"Min. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ALTERNATIVE 9 THREADED 1 ED NE 02017mTECO.INC. 0.050" BERTHA ALUMINUM STORM PANEL tC.ALTERNATIVE 1 O THREADED PENETRATON (SEE SCHEDULE) (2.00" DEEP) oRAHN en SCALE: 1/2"_ '1" - SCALE: 1/2"= T•' G7/x6/17 SI IL E C O�Ne. EASTERN METAL SUPPLY, INC ��; INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS .269 HEST AG.F DRIVE T WT TESTING h ENGINEERING COMPANY WESF PAL-F,EICN FL M407 e]ee Nx.:eN.'et.ete.]o;MRGIYA eNW4 M1 1]tea PHONE.-(5671109-826J,FAX(561)846IJ617—1716 17-097 Prom: E(xsJe7-tile.rm:(e611071-lilt uv. �� �,.w tt� DR447NG N. E-00LL WALTER U. J Jr.,P.E. m' Rsn a SHEET 14 OF 17 _ FLORIDAA Ua.44167 l 7/8'M'n. 2' IXISBNC P£NE7WiRON rdfan� BRICK VEENER 1/4 Or8'ELCO mal6 PANELMATE' 1 7/B"Afin. 2• IXISTINC NAS ANCHORS OR I/40 TAPCONS PENETRARON, rU9x.� BR1CK VEENF.R 1/4 0.8'ELCO mole PANEIMATE ` (SEE SCHEDULE). NAS ANCHORS OR I/40 TAPCONS SCHEDULE). �If --- - -f�- - 3 - - --- 7 - - C - -- _ 1 250" - --- - - - - .500" Cont. 3 1 M Ip 250" . W0 I / uIV;u' W000NEADER REQUIRED g I I - 'Fr REQUIRED SLn ent. i ,• EXISBNG ii t I AS APPLICABLE i STEEL ANCL£LINTEL i w i q i AS APPLICABLE �-SEPARATION 11 TO CLASS I W I I'-'��SEPARARON I t 3 W II 1 � II TO GLASS I =, OPTION 11 OPTION/Z2 ALTERNATIVE 11A ALTERNATIVE 11A II , II , I , I 5 N07ES \ I 1 m 1. INSTALLATIONS ARE ONLY✓AUD FOR MAX.A.S.D. DESIGN PRESSURE RATING IXISTING AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) r 2 x4' BRICK SILL ' z 2. SEE ANCHOR SCHEDULE ON SHEET 16& I Z / I WOOD i J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PLATE i I PINE NO. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. I DOSNA7 'ry rfLL6MNG AS , APPU049LE N07E FOR COMBIN001V OF SEC17ONS PENETRATION/ � , lu' _ _ _ y WALL/FLOOR/CEILING MOUN7ING SEC77ONS GW,BE -T---- ------ - 7- - ry j x COMBINED IN ANY WAY TO SUIT ANY INSTALL4770M it 1A.r 4 .500" I �° 1 EMM7ING 2'r 4`sTDOs ' I 0 16'O.C.U— REO'D 5 Cont IXISRNC Min. 1/2'PLYWOOD�IXISNNC 1/40 x B'ELCO mole PANELMA7E REDID(TYP)W/FASTENING BRICK SILL 1/4'0-20 r 3/4' WAS ANCHORS OR I/4'o 7APCON TO STUDS AS PER S.S.BOLTS W/7/B i (SEE SCHEDULE)TO IXISRNG PLYiYDOD. SEC71ON 2JO4 OF THE J/32'WlNC NUT FLOR04 BUILDING CODE. 012.O C. ALTERNATIVE 11 BUILD—OUT INSTALLATION SCALE. 1/2'= I' (r '••�NS•. ✓�'—_ * VALID FOR MAX. A.S.D DESIGN PRESSURE RATING +50.0, —60.0 p.s.f. FOR UP TO ; _ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 78"PANELS LENGTHS, AND FOR +50.0, —50.0 ps.f., FOR PANEL LENGTHS GREATEi fVo.4067 e20n m1Em, Nc 0.050" BERTHA ALUMINUM STORM PANEL Le�( THAN 78" UP TO I08" �C (2.00" DEEP) DRAWN Br INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS � �,�,'� �� ECO�me. EASTERN METAL SUPPLY, INC °'a;�" r� 4268 WEST ROWS ,v�1' TIWT TESTWG h ENGINEERING COMPANY WEST ALIT BBEAC °].7407 SIl1 9 A4 aW N.w.Xu.9L Sty]oJ.YaGnu GrAooS,R 3)l6e PHONE,(5611209-11263,FAIL•(551)61 J-1716 T 7—D67 V NP1 m�one t(Jos)5)hl9x.rm:(]as)e71-tssl n� �,.w do DRAWING N. .......rr rll/rl',• EB-0006719 IYa Y /1QA WALTER A TilllT Jr.,F.E. SHEET IAA OT17 iLORIOA Lfc.44167 1/4'0 TAPCONS W/ \1 1 1/2'MIN.BlRE4DED - i\� PENETRATION TO IXISTING - .. W000 HEADER. I/4.0-20 S.S.EEICH/NE (SEf SCHLOULE) BOLT T O W/NUT&WASHER / O IN i2'0.C. / 7/ x J/J2-' \ I' WWC 16 Cont. •--I /EVERY STUD / P ' I 9 1 I /q C-I. I MOD I I HEADER REQUIRED I N REQURED 1 W I 1 1 1•Mn1.SLASS ON l To GIA5 i I , I I T I i Fd I 1 t'lA'n.SEPAPATION W A V I 70 CUSS _ //4.0-20 X 3/4' / S.BOLTS W/7/8 i ; I O J/]z'IWNG NUr WN.NUf 02• i d r W I2�O.C. I 12,0.C — �'/ \ I / l I 2 X 6 WOOD i 12 i4'WOOD / r-DECK RE'Ob. I I PLATE REOb. I 1 10 I i !(�DoR 1/40 TAPC'ONS, 1/40 SC. TAPCONS OR 1/40PANEL MAT 5 LLl6cm. f W/FU THREADED PEN TION TO \-1/4 0 TAPCONS PLYWOOD.(SEE SCHEDULE) W/1 1/2'MM• EXISTING Min. 1/2-PLYWOOD THREADED PENEMATION REDID(11P) W/FASTENING (SEC SCHEDULE) TO STUDS AS PER SECTION 2304 OF THE ALTERNATIVE 13 FLORIDA BUILDING CODE. SCALE: 1/2'- 1' ALTERNATIVE 14 NOTES: SCALE:1/2'- 1' 1. INSTALLATLONS ARE ONLY VALID FOR MAX. A.S.O. DESIGN PRESSURE RA77NG *VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING +50.0, —60.0 p.s.(. FOR UP TO AND PANEL'S LENGTHS AS PER SCHEDULES,ON SHEET 2 78" PANELS LENGTHS, AND FOR +50.0, —50.0 p.s./., FOR PANEL LENGTHS GREATER 2. SEE ANCHOR SCHEDULE ON SHEET 76& I Z THAN 781IS/614�.O:,jQB" 3 FOR PINE No.Z SMOD PEC�C DENSITYME NOF 0.55 OR EQUALON. WOOD S TO BE SOUTHERN ,,00,'��AC `\�, F * No.44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1 02017 TRTE'CO3 Inc 0.050" BERTHA ALUMINUM STORM PANEL LG NOTE FOR COMBINATION OF SECTIONS: , (2.00" DEEP) DRAWN BY, WALL MOUNTING SEC77ONS CAN BE o • J � COMBINED IN ANY WAY TO SUIT ANY 1NSTALLATION. m CO, 13.. :'•1 �`' EASTERN METAL SUPPLY INC 07126117 W._ DA L `G\•11• 4268 WEST ROADS ORA¢ TILLIT TESTING&ENGINEERING COMPANY WEST PAW BEACIL FL M407•••• 17—D87 601!xR 0!m"6w.•W.W16tV'A c MGM R.11100 PHONC(561)209-826J,TAX.•(561)841-1718 • Vlgm:(b618Tt0 r•.:(]0516T1-f8]I _ EB-0006719 Im.r ua AIM WTNG No WALTER A TILLD Jr.,PS as 16-aa /m/r .ORIDA LT.441 e7 SHEET 16 OF 17 MAXW-M AAA D DESIGN PRESSURE RATING (p s f) AND CORRESPONDING axntrrrxf a NCNOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS Asa OEM x900 FAS 79RS AAPUC49LC TO AS�pO,u xLVO FASrE/IDLS MPD"..18[E r0 YAA9YmI x90D rASRTIfRS APPlX.I6LE ro FRESSURE RECYIAR PANEI.!l11LT KIFRIN7NES d UA.1'7MIYI PANEL Asa 0_RE KJFR7Fnn3 d AAIY PANEL AS0.OEsm (F.e.E SGIAFCON IAA AW.COYBMA LLNG711 2'(/!J RfC SO.TAPCON P � ANY CGYBTNR V EEWFU 1'(a. PRfsnwE /£GYUR PM[LWRS KIERNI/,1LS/Q M�MYUY PANEL TAFCavS PAM w 1VAS OF'TNUI (.L) TAPCONS PA'II IL'a5 OF Vew ) R477NC(aaJ.) �,S SGMPLON OA ANY COYf4XxIp1V LChL^RL 2'(/I) PAMSYAIt IYAT Or TREY 12' NIA NIA 1 (TOP) 12' NIA NIA 1(roP) 12' NIA NIA 1(TOP) 12• NIA NIA 1(BOTTOM) 12' NIA NIA 1(BOTTOM) 12• NIA NIA I(BOTIOM) 12' NIA NIA 2(TOP) 12' NIA NIA 2(TOP) 12' NIA NIA 2(TOP) 9• NIA NIA 2(BOTION) 9' NIA NIA 2(BOTTOM) 9" NIA N/A 2(BOTTOM) 9• NIA NIA 34(TOP) 9' NIA NIA 3A(TOP) 9' NIA NIA 3y(TOP) 9• NIA NIA J(BOTrOM) 9" NIA NIA J(BOTTOM) 9• NIA NIA 3(BOTTOM) 12• NIA NIA 4(TOP) !2' NIA NIA 4(rOP) 12' NIA NIA 4(TOP) 12' NIA NIA 4(BOTTOM) 12• NIA NIA 4(BOTTOM) /2" NIA MIA 4(BOTTOM) 9" NIA NIA 54(TOP) 9' NIA NIA 54(TOP) g• NIA NIA SA(TOP) 9• NIA NIA 5(BOTTOM) 5 1I2' NIA NIA 5(BOTTOM) 8' NIA NIA 5(BOTTOM) 9• NIA NIA 6(BOTTOM) 5 112• NIA NIA 6(BOTTOM) B' NIA NIA 6(BOTTOM) +40.0,-40.0 B 1I2• NIA NIA 7(BOTTOM) a'-O' +40.0,-40.0 3' NIA NIA 7(BOTTOM) >B'-O' +40.0. -40.0 5 112' NIA NIA 7(BOTTOM) 8'-01 OR OR OR UP TO UP to OR LESS NIA 12" 12' B(TOP) LESS LESS NIA 12• I2' B(TOP)• 1J'-0'• +60.a'eao NIA 12' 12' 8(TOP) LESS MIA 12' 12' 8(BOTTOM) NIA 12'• 12'• B(BOTTOM)• NIA 12" 12' 8(BOTTOM) NIA 12" 12• 9(TOP) NIA 12•• 12•• 9(TOP) NIA 12" T2• 9(TOP) 12' NIA NIA 9(BOTTOM) 12' NIA NIA 9(BOTTOM) 12• NIA NIA 9(BOTTOM) 6' NIA NIA 10(BOrrOM) 5 1I2• NIA NIA f0(BOTTOM) 6' NIA NIA 10(BOTTOM) 9' NIA 9' IIA(TOP) 9' NIA 9" 11A(W) 9" NIA 9• 17A(70P) 4' NIA 4• 11(BOTTOM) 4'.. NIA 4••• 11(BOTTOM)•• 4•'• MIA 4•• 11(BOTTOM) 6• NIA NIA 13(TOP) 6• NIA NIA 13(TOP) 6' NIA NIA 13(TOP) 6" NIA NIA 13(BOTTOM) 5 112' NIA NIA 1J(BOTTOM) 6' NIA NIA 13(BOTTOM) 4' 4• i' 14(BOTTOM) 4"•• 4•.• 4••. 14(BOTTOM)•• 4' 4'• 4"• 14(BOTTOM) • USE 6.OC SPACING FOR PANEL LENGTHS LARGER THAN 10'-0"AND USE 12'OC • VAUD ONLY FOR UP TO+50.0, -60.0 P.4.L MAX..ASD.DESIGN PRESSURE AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EOUAL OR SHORTER THAN 10'-0• RA77NO WNH 78"M9r.PANEL LENGTHS OR FOR UP TO+50.0, -50.0 p.6.f. •• ViILJO ONLY FOR UP TO 108'PANELS LENGTHS MAX.ASO.DESIGN PRESSURE RATING IM 96'M—PANEL LENGTHS. II,IIIj1FFFIAPuair r� 'o FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0.44167 02017774TECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL Ec (2.00" DEEP) OPAWN at.. Al Or �� EASTERN METAL SUPPLY, 07I26I17 Lb \\\ IILIE D INc. INC arE �r .� 4266 NEST ROWS ORNE dfi•. ".•• •:'(•.�'�T L\ TILLIT TESTING Q ENGINEERING COMPANY WEST PALM BFACN,FL U407 `V I11� • HM.]!Li t4 6L.a66,M9GMa 4.141FT3 TE S7i E! PHONE'(581)209-B26J,FA.0(561)BI1-1716 17-097 S '1 PEw:O06)lIEB-000719(JW)ET7-lSl1 .cam �n1 !Yc ¢r.w or>mlol DRAWING Na I WILTER A TI.. 41 P.E. m ISMS SHEET f 6 OF T7 FLORIOA Ile.4ai6T MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM AnICHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS Asa •=FASid:Dn APPLICABLE f0 Wn" MOD FASIUMM APPILI$£to MAYMLI NOW FATUND6 F(rOP) to KTOWIMS/tr IllkirBY PA ASa URE PAM.= KRRNAINFS/tr FI4UY8Y PANEL ASa OCSIGIJ 5 tr MlnYBY Avla �PRCSS�RE RLOIAAP So FAPWN AM'LOYOFMIpH ILI.aM 1'(rrJ AAM4(pREr) Sa RFImAI? 1APfXAN 0, ANr� 4770N IfNOM 2'01.) R1TJI0RESSW/J t`Y Sr rAFWN vA a r> LDCM 2•(N.) J TAfi:'GS ASISt- T1:lS OF 1fd]I PC= '�NAS PMmIMR rvAS 11' N/A N/A I(IOp) 12' N/A N/A I(TOP) 8 1/2- NIA NIA I1' N/A MIA I(BOITOU) 12• NIA N/A f(BOrm) g' N/A NIA ) it' N/A N/A 2(TOP) 12' N/A N/A 2(TOP) g• N/A NIAN/A NIA 2(BOTTOM) F2' N/A N/A 2(BOTTOM) g• N/A NIA ( M) 9- N/A N/A 34(TOP) 12' NIA NIA 3A(FOP) B• NIA NIA m(TOP) 9• NIA NIA J(BOTTOM) 12' NIA NIA J(BOTTOM) 9' N/A NIA J(BOTIDN) r It' NIA NIA 4(TOP) 12' NIA NIA 4(TOP) 9' NIA NIA 4(TOP) 11• NIA NIA 4(BOTTOM) 12' NIA NIA 4(80770M) 9' NIA NIA 4(BOTTOM) 0' NIA NIA 54(IOP) 12' NIA NIA 54(rap) :B' NIA NIA 54(rap) J 1/1' N/A N/A 5(BOTTOM) 4• NIA N/A 5(BOTTOM) J• NIA NIA 5(BOTTOM) J 1/7- N/A NIA 6(BOTTOM) 4- N/A NIA 6(BOTIOAI) 3- N/A NIA 6(BOTTOM) +50.0.-60.0 J 1/2- N/A NIA 7(BOTTOM) g•-O' +40.0.-40.0 J 112' NIA N/A 7(BOrrolf) >8'-O' +90.0.-90.0 J• NIA NIA 7(8017014) 7'-0' UP TO OR 11P TO UP 70 UP TO OR +80.0. -90.0 NIA 1T' 6' 8(TOP) LESS +60.0.-60.0 NIA 11'• 6'• B(TOP) 12'-6' +700.0,-IJO.0 NIA 12' 6' B(TOP) LESS NIA 12- 6- 8(Boma) NIA 12'• IS.• 8(BOTTOM)• NIA 12' 6' 8(BOTTOM) NIA 12' 6' 9(TOP) NIA 12' 1 6- 9(TOP) NIA 02' 6' 9(TOP) it, NIA NIA 9(BOTTOM) 12' NIA NIA 9(BOTTOM) 9' NIA NIA 9(BOTTOM) 3 1/2- NIA NIA f0(Bonaw) 4- NIA N/A 10(BOTTOM) J' NIA NIA 10(BOr7m) 9' NIA 9• 11A(TOP) 12 NIA IO 1/2- 11A(TOP) 5' NIA 6' 1U(TOP) NIA NIA NIA 11(BOTTOM) 4'•• NIA 4"' 1f(BOTTOM)^ NIA NIA NIA 11(BOTTOM) 6' N/A N/A 13(TOP) 12' NIA N/A 1J(TOP) 6' N/A N/A f3(TOP) 3 1/2- NIA N/A fJ(BOTTOM) 4' NIA N/A IJ(BOTTOM) J. NIA NIA fJ(BOTTOM) NIA WA NIA 14(BOTTOM) 4'•' 4'•• 4••• 14(BOTTOM)•• N/A NIA NIA 14(BOTTOM) • USE 6'OC SPACING FOR PANEL LENGTHS LARGER THAN 10'-0'AND USE 12'OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHOR7ER THAN TO'-0' • VALID ONLY FOR UP TO+50.0, -50.0 P.6.4 AW..AID.DESIGN PRESSURE • RATING WITH 108'M—PANEL LENGTHS. rFJFF/iii�io�� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.44167 C20177XIEL'o,INC. 0.05V BERTHA ALUMINUM STORM PANEL La (2.00P DEEP) 0&4wN ev 9•• 07I26II7 •. EASTERN METAL SUPPLY, INC DAM 1 L E C O w C. 426E WEST ROADS CRNE ••.. •� 1�1 TIWT TESTING&ENGINEERING COMPANY WEST PAW BL(M FL 33407 S7f� \6 �11 •]a5 Nr.]6d.S4 Sle..Aa,v,RFtM CaROE14 rt y:6e PHONE'(561)209-826J,FAX(561)841-1716 17-097 ()elA\ '�\ Poar:Ia65T8TEB 0�0067191]oSW71-fill �� CRI.GI -•••rA+'' WATER A TILLIT Jr..P.E. pA Ia-015 RNr a~ BHCET 77 0T 17 FLORIDA UP.44187