Loading...
HomeMy WebLinkAboutProduct Approval -Panels Identification Schedule for Opening Protective Device or System (The following minimum information shall be provided to facilitate plan review and inspection of the proposed installation,opening,protective device or system) Address: 5144 Turtle Creek Place, Port Saint Lucie, F134981 Type of structure: PERMIT#: Dev. Device Device Opening Opening Shutter Shutter #Storm Anchor Header # T Manufacturer Approval Width Height Width Height Bars Rea. Spacing Reinf.Req 1. Panel EMS FBC 88 29 94 37.5 12 No 2. Panel EMS FBC 36 64 42 75 12 No 5. Panel EMS FBC 26 39 32 1 50 12 No 6. Panel EMS FBC 45 57 51 62.5 12 No 7. Panel EMS FBC 45 57 51 62.5 12 No 9. Panel EMS FBC 87 78 93 87.5 12 No 10. Panel EMS FBC 88 32 94 37.5 12 No 11. Panel EMS FBC 88 32 94 37.5 12 No 12. Panel EMS FBC 45 57 51 62.5 12 No 13. Panel EMS FBC 137 74 143 75 12 No 14. Panel EMS FBC 62 48 68 50 12 No 15. Panel EMS FBC 48 52 54 62.5 12 No 16. Panel EMS FBC 50 37 56 37.5 12 No 17. Panel EMS FBC 37 50 43 50 12 No 18. Panel EMS FBC 37 28 43 37.5 1 12 No 19. Panel EMS FBC 37 28 43 37.5 12 No pit R� a� iga& kForee HURRICANE SHUTTERS, INC. PANELS •ACCORDIONS • BAHAMAS COLONIALS • ROLL UPS Property Information Building Information Owner: Mixon,Wendell Wind Zone: 170 MPH. Address: 5144 Turtle Creek Place Exposure Category: B Port Saint Lucie,Fl 34981 Minimum Building Dimension: 5 ft. Mean Roof Height: 22 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive JL_Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 94 37.5 7 29.4 -32.0 2 - Int 42 75 7 29.6 -32.2 5 Int 32 50 7 31.0 -33.6 6 Int 51 62.5 7 29.6 -32.2 7 Int 51 62.5 7 29.6 -32.2 9 - Int 93 87.5 7 - 27.7 -30.3 10 Int 94 37.5 7 29.4 -32.0 11 Int 94 37.5 7 29.4 -32.0 12 Int 51 _ 62.5 7 29.6 -32.2 13 Int 143 75 7 27.1 -29.7 14 Int 68 50 7 29.4 -32.1 15 Int 54 62.5 7 29.4 -32.1 16 Int 56 37.5 7 30.4 -33.0 17 Int 43 50 7 30.4 -33.0 18 Int 43 37.5 7 30.9 -33.6 19 Int 43 37.5 7 30.9 -33.6 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 Florida,Building Code Online Page 1 of 2 `'+ c 6 "l; 41 # msYa'ea<•i31f�4e�n tea._- BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FOC Staff BCIS Site Map Links Search F lila =Product Approval USER:Public User t Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL11964-R4 Application Type Revision Code Version 2017 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 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. if Validation Checklist-Hardcopy Received Certificate of Independence FI 11964 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 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODchXga... 4/23/2018 Florida Building Code Online Page 2 of 2, 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 rPane e Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to 2 inch)-Drawing number provide hurricane protection. 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 Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Convrioht 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 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: ®W0ftM5___R2■ CrelM VW sov https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODchXga... 4/23/2018 T�10 ECO in,c_ TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR., P.E. tilteco ra,aol.com FL PE.License No,44167 PRODUCT EVALUATION REPORT PLEi.B.License No.0006719 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, Florida33401 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. 61 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.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. x0410 `1:10 �rcR ?'/ 2.2. TEST REPORTS: ��� P�'.. .•^C •. Large missile impact load tests were performed. n qr -1996 standard as per section 1609.1.2 of the Florida Budding CStat4l_oad Cos.- 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (3060&15W-1~ax: (305) 871-1531 PRODUCT EVALUA'r10N REPORT NO. 17-0726.02 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 Hattem, 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: 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). 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 Evp)wation.Q9cument (P.E.D.), drawing No. 17-097. Minimum separation to glap sbeLa�O, .ieated on sheets 4 thru 8 and 12 thru 15 of 17, of Product Evalul;9o�ufMi nt.;�FR.), drawing No. 17-097. �-�l;`' sic y i AVAL �t�l PRODUCT EVALUATION REPORT NO. 17-0726.112 3 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 and 15 of 17, of Product Evaluation Document (P.E.D.), drawing No. 17-097. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. 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). -AER A NO. w i ` 1 ti 1 Et�i 1,41,#'' GENERAL NOTIEs 1. 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. THIS STORM PANEL SHNOTES:ALL=BE INSTALLED AT ) HIGH VELOCITY HURRICANE ZONES (MIAMI-OADE / BROWARD COUNTIES). B.1 MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G. TAPCONS, ELCO PANELMATE, ELCO NAS. 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 I'MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM (A-S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. WITH NO STUCCO. B.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.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. IN B.I) & B.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 Na USED IN THEIR ANALYSIS. A DURATION FACTOR CD-1.60 WAS PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER, STUCCO OR ANY OTHER FINISH. USED FOR VERIFICATION OF FASTENERS IN WOOD. S (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION MANUFACTURER. 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS M 0321.01-05, P 0812.01-05 AND # 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 tN57ALL4710N A7 NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 6.2.1.1 AND 6.2.1.2 OF ASTM E 1998-02. 7_ PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 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. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3. ALL ALUMINUM EXTRUSIONS SX ALL BE ALUMINUM ASSO ION 6063-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 l'J STUDDED PLATE AND SNAP CAP ARE PATENT PENDING. WOOD FRAME BUILDINGS. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AJSI 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 YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAJN 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. (o) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC 6. ANCHORS TO WALL SMALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PE.D. (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./BUILDEX. 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/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'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.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.O. 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. STUCCOSHALL BE PERMIFTED. -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. 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. (B) 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 ITW/ BUILDEX. � -1/4.0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. {,. T 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. I ��� z --- .r`,IP Z OBTAIN PERMITS IN THE STATE OF FLORIDA * ' No.44167 ) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) * *' 02017 H(FECO,INC 0.050" BERTHA ALUMINUM STORM PANEL STATE OF i Q,� (2.00" DEEP) OPAE.Lc.er: EASTERN METAL SUPPLY INC 07126117 CTI O.N�. 4268 WEST RGOIDS DR" GATE: W M'L L TILUT TESTING h ENGINEERING COMPANY WEST FA(.II 263. FL.3-1 17_097 PHONE'(561)209-626).FAX (361)641-1116 ProM (wsN]f-rib ra.:(]oDNJI-15)1 DRIWIAC Na EB-000871e WALTER A TLLIT Jr.,P.E. 15-1 r FUDR- SHEET I OF 17 Dc.4416] 14.101-(TOTAL WIDTH) -8.151-(TOTAL WIDTH) 12.000•(EFFECTIVE WIDTH) 6.000•(EFFEC7IVE WIDTH) T .170" 1.070 1.070" r o s 1.070"T 6�L®A8S 8A0PP"ut�c 1 1 70' �L'OARRRI'USMFO AN.DSI.NDc. DESIGN PRESSURE R!TITNHG Z(D"•3S•IC,F,) ®AS APre7arm P"9-1"G mosso' 0250 Kd o IEAD_NIIDL ti� ry°p PANSL9 RATALIM AT BOW PANSL9 RBTADVED AT LAST 2.020"( -I 2.020" ° -I 2.020'4 SND.9 um TRACSS !N ONS OF V=SNDS FULL PANEL W/ HEMMED EDGES HALF PANEL WZ HEMMED EDGES ®8m0*®@® wnff 7m- m OR DB?BGT MO(AVM# ®®�i OR Q)* ALLTW/M 14.375'(TOTAL WIDTH) 8.425"(TOTAL WIDTH) UM AS.D DESIGN Max.PANEL LENGTH ASD.DESIGN Max.PANEL LENGTH Yom- PRESSURE RATING L(TO PRESSURE RATING L(N.) 12.000"(EFFECTIVE WIDTH) 6.000'(EFFECTNE WIDTH) (P R.E) (0-0 1.070' 5 170. 1.070" 1.070' 4.860` 170" +30.0, -30.0 1J'-0' +30.0, -30.0 1JI-O' QL®AS APPLICABLE l 1.050'(11'PJ I arca., AS APP[,'L'A&E � (r".) 99 (T>•'P) 1§ +33.0. -35.0 12'-8' .35.0, -35.0 12•-0" oo N +40.0, -40.0 12'-4' +40.0 -40.0 11'-J' 0 0 +45.0, -45.0 71'-0' +45.0, -45.0 10'-0" -I 2.020"i-- -I 2.020" 2.020'(- OPTIONAL FULL PANEL WZO HEMMED EDGES OPTIONAL HALF PANEL W/O HEMMED EDGES +50.0, --0 11'-0• +50.0, -50.0 9•-0- Q STORM PAN155.0, -55.0 10'-O' +55.0, -55.0 8'-2" EL SCALE: 1/4'- 1' +60.0. -60.0 9"-4' +60.0, -60.0 7'-6` +70.0, -70.0 8'-O` +70.0. -70.0 6'-5" F--3'-FCONCRETE ANCHORS(SEE SCHEDULE) F-3"-{ +80.0, -80.0 7'_0' +80.0, -80.0 5'-8• I Yox. I I Mex. 1 Min. I Min +90.0, -90.0 6'-3' +90.0. -90.0 f-Te o 0 0 +90.0, -100.0 S'-T 190.0, -100.0 5'_p• W +90.0, -170.0 5'-1' +90.0, -110.0 5'_p• J +90.0, -120.0 4'-8' +90.0, -120.0 4'-9' 21U +90.0, -730.0 1'-0" +90.0, -130.0 4'-4 1/2" 1 W AL NO MAX.A.S.D. DESIGN PRESSURE RATING k MAXIMUM PANEL LENGTH A A FOR INTERNALLY REMOVABLE PANELS AS PER W MOUNTING INSTALLATIONS ON SHEET 7 OF 17 IS _ + 50.0, - 50.0 P.s.T W/88'MAX. PANEL 4 LENGTH. c MAX.A.S.D. DESIGN PRESSURE RATING&AUXIMUM PANEL LENGTH FOR MOUNTING AS PER ALTERNATIVE Ili AND 14 ON SHEET 14A AND 15 OF 0, 17 RESPEC +50.0,-60.0 77VFLY,ARE -CONCRETE ANCHORS (SEE SCHEDULE)I- J'� �!1 '�4 '•C��' LENGTH. 0 psL. FOR 78'Mox. PANE! LENGTH, 11j1 P �� AND +50. -50.0 PS.l. FOR UP TO 108•PANEL Max. All- ,,, . ••............ ✓ 1 Mia. STORM PANEL 1�^ ��` tiENS�r'••.,�' TYPICAL ELEVATION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N. T S. No.44167 •1 OW11"TECO.INc. 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.00" DEEP) DRAWN er. F-1/4'Max. GAP 1/4'Mox. GAP-{ 'O EASTERN METAL SUPPLY INC °'MTE /A,/��/.y <,,,LSA 'L E C 1Ne. 4aee uEsr Ra°s LwNE r arL: • _ O /'J �� •��II TIWT TESTING h ENGINEERING COMPANY REST PALM WACH,n-.3401 17_097 G , e.,SL.31. MR 1 moxa.R.JJi AA PNDNE('561)1°9-8263 FAX:(Se I)BII-1116 SECTION A-A _ S/ONA`�� ' '�" :p ). -�vo' r..,pmten-IvlDRAWING No -0006119 N. T.S. •• WALTEREBA TIUTT Jr.,P.E. p9 Il�aaA SHEET 1 I] FLORIDA Lk.44167 2231' R.X aZ.I6B'--1 P. 0t0 )/4'I-10 X S IMd6hE 0.0(0 LQQ T_ i BOIW/tA/I f I11151'ICIP 8 114' Q O 12'0.C P• .710' � 21 Ea m 'A'S tale• �-�---� wI R aTp I R rR. IW y L L m. .�. n 1 7 a 7 " .094- h % i- '� µ.e0 '�i .Irr .w.• y �•�i a1�' .� � lw" 1-- ��' � 7- 2171- L .6..Y -- © h' HEADER I..-2101• p �24a' © F" TRACK mar. 'U'BU2D OUT O OPTION![ 3' Alar. U' BUILD OUT HEA HEADER ® 3' MAX. AN&E BUILD OUT BRACKET s,.�t ya•_,• 90ar:S•e'-r• scut J/e•-I• scut:J/6•-I' .rwie -1°0' ta4• Irk• 1,.-._70 S 5.5)u0 114- � ,_n S s tno .wl•7 .us r �ewmeb 7W 0 SPACINGS GN SEC71ONS p 4 yy ' L pb t Af. I L 2a00'�J ZL-7 7� REVERSED F"ANGLE TRACK ® F' TRACK ANGLF 09 STUDDED ANG[£ ANGLE NTN STUD , 11 2'X5 rWX)X1L «r ,e•-r IGVL:a e -1• soa n w� nut yi.1. ANGLE WITH STUD scar:J/a•-r• scut.J/e•_r• I.JI7' " un• 1 t .226. 114-0-20 ' 27' !w SEXES S O62';3 SNO >5 I g k watt W. ��°TO Rua 1 Y _ 710 a rz ac. t 11I, 9 2760_e1J• - i ..760• n ' 0.113' ! '(� .093• LARGE KEY HOLE (OPTION 1) SALA/[ K£Y NOLE (OPTION 2) sm3 .9sr( M;n. .035 171 J0D 00,tLUUEUU���"+.,� �F J e- 3A• 12A ROUND HOLE AT PANEL 12 KEYHOLE AT PANEL KEY HOLE WASHER PG NSF' JIp3-M34.Wn..YIpY �-M No.44167 3 2.166. RL621• S�ONAIEN rrl I.J73' I FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) OS SNAP CAP 18 B.O. ANGLE ���. 11'J' 02017 WEcq INC 0.050" BERTHA ALUMINUM STORM PANEL LC. scut:�.•-r WM6s (2•00' DEEP) ORAWH DETAIL 1: sru0 w/wiNG Nur 17 scut,/a•-r EASTERN METAL SUPPLY, INC °'Nrr... COMPONENTS i� Eco,��. 426A4WEST ROADS GRWE TILLIT TESTING t ENGINEERING COMPANYWEST PALM 9 CH.FT.17.07 17_097 u WI6M1 n.vl} PHONE:(561)209_82".FAX:(3(1)641-1716 Prem (IOfy Tom.510 Lv7>s)1-IS,I ORApNL Ab EB-0006719 WALTER A.TIWT Jr.,P.E. 7/>(/I SHEET 1 Di 1] FLORIDA Lac.44167 9 Cont. _1'W. CONCRETE ANCHORS POURED CONCRETE OR CONCRETE ANCHORS Mar. � CONCRETE BLOCK WALL CONT CONCRETE ANCHORS (SEF SCHEDULE)\ 1000 (SEE SCHEDULE) _- _1 J a1"Mm REOUIREO i (OPEN POSRION!) (SEE SCHEDULE) Cm. '500• CONCRETE ANCHORS - .500' 'o - "o i .2� (SEE SCHEDULE 2 I 1 FOR SPACING) I EG i POURED EO = _ PawE.D. PONC&' I CONCRETE GLIM I= 1 REDLY" i REOUIRED i REUU/RED I 2 I ' Cont I I I cvrLc ' N N 22 E.Q N 1 L I Min. SEPARADON - 1 -4 1•Min. SEPARATION C, I TO GLASS W i TO GLASS 2 I 2 1 U N ' N r erR.sEPARA/XW N W ro crA.ss � OPAoN it u CONCRETE ANCHORS SECTION 3A SEPARARON v TO GLASS I I7/4'0-10 x J//' (SEE SCHEDULE) I 5.BOLTS W/7/8" i IJ/J1'WING NUT O C. a .500' POUW REDE- E.D.CONCRET ' I 4 POURED EaS 1 TE I 1 I CCNCRE7E I BLOCK WA OR CONCRELL 1 1 I REQUIRED , N REQUIRED Po RD CONCRETE 1 I COAICWW ' " CONCRETE ANCHORS I' OR CONCRETE I OR COWCft E I (SEE SCHEDULE) BLOCK WALL I BLOCK Ie1LLE.D. 1 I REOU/RED E. 0. ' REOUNED 1 1'A41.SIPIIM/tl1/ I 2 COM. r— 7D ptSS (OPEN POSITION!) /j T i /J `s7^• I i SECTION 0 ANCHOR CONCRETE ANCHORS J /•125• 150" CONCRETE ANCHORS) OPTION/2 (SEE SCHEDULE) �Ma+. (SEE SCHEDULE) �)L�,,. 9 C.M. SECTION 3A 1 WALL MOUNTING INSTALLATIO N SCALE 1/2" 1' R I ' 1/4''s-20 NUJ/i aO' SECTION O ANCHOR w7i77 7 S.S.ears / 8 x; 7/e'xJ/J2 • CW6USECTION 2 1/12"WMG POU0ASS CONCRETE OR CONCRETE POURED CONCRETE OR BLOCK ALLEO/77 RETE BLOCK WALL)", ALLJ ROUIROREOUT ppU i W^ I 566" I� ' E0. OR CONCRETE 1 7/B•+ .32 JW E.D. - EDGE DISTANCE J I WING 11O (SEE SCHEDULE ON5 Cant. CONT. BLOCK WALL 1 ElIFR1'SND + SHEETS 9 6' 10 6 11) CONCRETE AJC REQUIRED O 12'O. C. *ti (SEE SCHEDULE) (OPEN POSITION!) SECTION ® STUD a y TYP. TOP/BOTTOM 1.123 Ull MlQVjF41JIW,Jk#�1rA LLA T WALL MOUNTING INSTALLATION INK ww +�:SNAP CAP(1 SECTION HURRICANE IN CLOSED T NDN 4 9 Co NOTE FOR COMBINATION OF SECTIONS: ��I1P� • _ HURRICANE CONDITIONS. SCALE: I/7_ I SECTION® STUD WALL MOUNTING sEC710N5 CAN BE WALL MOUNTING INSTALLATION No. ANY wIr TO su1T ANY wSrALunON. ; FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.44167 01017 DLTECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. SECTION 1 SCALE, '/` _ '" *? * 71 (2.00" DEEP) aRIwN BY. ' 07126117NorE OE WL or SECTION o STUD VALID ALSO FOR EASTERN METAL SUPPLY, INC a6/1 WALL MOUNRNO INSTALIARON-SECTION 1(70P) _ 1 L ECO.MC. 4266 WEST RI IDS GRRIE ••��,'I TIL IT TESTING k ENGINEERING COMPANY WEST BALM BEAON,EL.SM07 �'Of.....•'�E�_ aTss rw.Isco. ..xa.well.swoon n nrw PHONE(561)2/9-126J.EAC(5616)1-1716 17-097 Al E V n ":(Jo9e -Ilo. ]MI071_i?il DRAWING lb E9-L)(1067/9 WALTER A RLLR Jr.,P.E. FLORIDA lis.4416] SHEET 4 OF 17 7/B'X 3/32• SOLID SET OR ELCO male PANELMATE OR S.0 TAPCONS WINO I O £EERY STUD CONCRETE ANCHORS E Q O©OR® W/1/I%-20 SIDEWALK BOLT OR O O/2'O. C. (SEE SCHEDULE) CONCRETE ANCHORS AT PANELM47ES 3 I"Min. CONCRETE ANCHORS E D, ( ) E Q _ Q Cent (SEC SCHEDULE) ®OR @W/(31#111410-20 W/1/4Y-20 TRUSSH£AO BOLT++ OR S.C. TAPCONS �S (SEE SCHEDULE)\ (SEE SCHEDULE FOR SPACING)— ' H _ POURED CONCRETE I I 1 o REO(RRFD NCR£7f 1 REOUMEQ /-.+i I ,•17 I \ POURED y �� I L'OAICR w CONCRETE C I REWRIPm I T OR CONCRETE ,� 1 j I ILf1�LOCA710N BLOCK WALL REQUIRED \ i i 4 Cent. I 8 cont. 1 I Ci J/J2 WING NU S N OPTION /1 i w t w CONCRETE ANCHORS (s£E SCHEDULE) SECTION 5A i w W ` w N N M. W ]"Mn. SEPApATION 1• S TION I '� 1'Min. SEPARATION C1 TO GLt55 TO GLASS I 2 ,3 PO4NE0 W I Z I � I � 4 If T I i 4 i I 4 1 I 7/E'r 3/32" I I1/1.0-20 EAWr STUD 'IS O 12"O. / /ESf • ii t PONDEDCof. f2'O. O 3° CONCRETE OR U I h 3 1 7 I BLOC W I 1.125" I ConL REQUIRED 177 L OPTION Jz 3 ;I 1• 1• ��« POURED CONCRETE POURED CONCRETE SECTION SA REQUIRED REQUIRED CONCRETE ANCHORS E.D. CONCRE/E ANCHORS/ SOLID SET OR ELCO mole--TE OR SG. IAPCONS (SEE SCHEDULE) (SEE SCHEDULC) E ,1- O©OR2® W/1/I Y-20 SIDEWALK BOLT OR O 0 OR(9 W/@ W11/1-0-20 TRUSSHEAD BOLT t t CEILING & FLOOR MOUNT/NG (SEE SCHEDULE FOR SPACING) I CEILING & FLOOR MOUNTING DIRECT WALL MOUNTING INSTALLATION (D. M.1 �I•Mm. SEPARATION t INSTALLATION - SECTION 6 INSTALLATION - SECTION 7 - SECTION 8 SCALE: 1/2-_ I" I To GLASS I 7/R . F 1/e - I - EVERY S7LD j 9 O 12'O.C Cont. Kj- 777777/77 o w23 �3111 1 11 PL POURED CONCRETE I - 1• E O EDGE DISTANCE 111' \��.•c•.`'.. REQUIRED (SEE SCHEDULE ON 111� .•r GI\ L SHEETS 9 R /0 h 11) •:JV S a3 f CONCRETE ANCHORS E.D. \ �1 7 (SEE SCHEDULE) ` l�� 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) V 1 :2011 11 Ell."1 0.050" BERTHA ALUMINUM STORM PANEL I.E. NOTE FOR COMBIN47/ON OF SECTIONS : *• * (2.00" DEEP) DRAWN 61 BUILD-OUT & FLOOR MOUNTING WALUI'LOOICEILING AIOUN77NG SEC77ONS CAN BE \ 07/26/17 COMBINED IN ANY WAY 70 SUIT ANY INSTALLATION. ``, •/�l./,J^�P•�:��1\\` L E C 1N�. EASTERN METAL SUPPLY, INC a,E. INSTALLATION - SECTION 5 �SSI[Or1N6A*`E��'�I 111 1268 WEST RDAM TICCIT TESTING t ENGINEERING COMPANY WTPALM BEACH,H,fF 1.73107 S(:tL_ - ws Pn,n�a(b5)ei1•-1 •w w eMICOIf,n.}T1N PHONE:(5611)209-8263.FAX:(561)811-1716 17-097 !]0 !r:(YGjlTI-IlJ1 GRAWINL Na .....• EB-0006719 WALTER A TILLFT 11.,P.E. ae IA"� /H/I SHEET Of 1] FLORIDA Lie. 44167 CONCRETE ANCHORS (SEE SCHEDULE)\ E. D. SOL/0 SET OR £LCO mole PAN£LMATE OR S.C. TAPCONS O 1©OR qr2 W1114-0-20 SIDEWALK BOLT OR O POURED 71810 x 3/32' CONCRETE ®OR 12 W/ 13 W1114-0-20 TRUSSHEAD BOLT + + WING NUTS O 12"O.C. REQU IRED I E0. (SEE SCHEDULE FOR SPACING) / AT PANELMATES OR S.G. TAPCONS I i u 11 I I I t I I O L Cont. I 1 I I I O I I I I I I i i I POURED I 1 N CONCRETE I I E D. EDGEDISTANCE REQUIRED\ 1 N _ (SEE SCHEDULE ON \ \\ I SHEETS 9 & 10 & 11) t I I I I I W I t I I I I I 1"Min. SEPARATION I I I = NOTE FOR COMBINATION OF SECTIONS t o TO GLASS h WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE 1"Min. SEPARATIONI I W I I W TO GLASS v I .�N. COMBINED 1N ANY WAY TO SUIT ANY INSTALLATION. I I t I I I i I W I 1 I I ` W + + = i i SIDE WALK BOLTS ARE 3/4 0x3/327H1CK V fH I I I 2 I I r`u HEAD MACHINE SCREW W/LENC j I Q AS PER NOTES A.2 & 6.2 (SHEET 1) I I 7/8"0 x 3/32" I 4 I I W WING NUT O I I 1 + + t EVERY STUD t I c TRUSS HEAD BOLTS ARE 1/20x1/B7HICK I I HEAD MACHINE SCREW WJLENGTH O 12"0. C 7/8"0 x 3/32" I I i AS PER NOTES A.2 & 8.2 (SHEET 1) WING NUT O I I o EVERY STUD O 12'O. C. i i i 1 I 11 f I Cont. I 1 ALTERNATE LEG i N POURED p , I I I LOCATION I I CONCRETE OR CONCRETE W BLOCK WALL REOUIIZED ____ ,o o POURED I 1- 1 N 2 I CONCRETE I I EDGE OF REQUIRED y SLAB IF CONCRETE ANCHORS / CONCRETE ANCHORS—J APPLICABLE (SEE SCHEDULE) (SEE SCHEDULE) ED. Cont. CEILING & f_L0QR,,,MQUN TNG INSTALLA T/ON SE' *T MiT.i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WALL MOUNTING INSTALLAT/ON :' No 4467 7 ? cz°,rtHTEcgrx 0.050" BERTHA ALUMINUM STORM PANEL cc. (2.00" DEEP) °rrAwR ar: SECTION 9 EASTERN METAL SUPPLY, INC °'awl' IL ECO�M�. „„,WEST ROADS V,.` WEST PALM M4CH,FL J 07 SCALE : 1/2" = I" ` TIL v^TESTING Q ENGINEERING COMPANY • _ O����:'��{` ,..Jw.N�OwN OMOUK.n.um PHONE:(SQI)709-828),FAX:(761)811-x116 17-097 ,••, •••• 000 �� ORAIYB.'0 NP Sf ONAI E� E6-00067,9 .r1r,, WNLTERLO A. Lk. G.E. ECT 6 OF 1] FLORIDA Lk.4{14i 6] EXISTING 1 1/4'MIN. --?" J 1/Z" BFCK VfENER `EX677NO PENETRATION TO 1 1/4'M/N. 2" J 1/?" BRCK WENER CONCRETE BLOCK PENETRATION TO MAN 111K h 2'TO CONCRETE' CONCRETE BLOCK &2'TO CONCRETE ` ° ° 1 ,J____s_ ____ ° ° - ----V1114 3 Cont. , 6 / ° •4 ------ -- - - - - - - < .. •° N a c k h I POURED CONCRETE114'x8'ELCO mob EXISTING I PANELMATE 744S ANCHORS OR 1/4'0 STEEL ANGLE LINTEL 1/4%48'ELCO mow EXI-TWD WALL REOUIREO OR CONCRETE BLOCK TAPCONS OR 1/4'AA ELCO MALE AS APPIC48LE 1 POURED CONCRETE AWELMATE FIA.S ANCHORS OR ?14'o STEEL ANCLE UNIFY PANELMAROR CONCRETE BLOCK IAS(SEE SCN£Df FOR SPACING). I TAMIS ES 1/4'•ELN MALE AS APPLICABLE I WALL REOUIRfO I T I I PANENELMAIES(SEE SCHEDULE FOR SPAGMi) II II OFTiON/1 SECTION 1I CVOPVDN •s SECTION 11 A L 1'Min.SEPARATION r TO GLASS i I i I E'XI BRICKN Slu I //4'0-20 x 5/4' S.S.BOLTS W/7/8%K I d3 J/JY NIM:NUT O 12"a C. EDGE DISTANCE 1 I (SEE SCHEDULE ON PENt7RA'AINTO I SHEETS 9& 10& ll) CONCRETE BLOCK I �AININO AS I I SIDE WALK BOLTS ARE J/4%xJ/J17HICK &2"TO CONCRETE ' APPUNOTE FOR COMBINATION OF SECTIONS CABLF 1 �R NOTES A2AfACHINEREW&82LEMWET7H 1) 1 WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE TRUSS HEAD BOLTS ARE I/?%II/87hCK ` COMBINED/N ANY WAY TO SUIT ANY INSTALLATION. HEAD M4CHME SCREW W ENG7N AS PER NOTES a?&8.1(SHEET Q I I i I I I I S i I ?" GRAIL 1/Z"-� 1ElFIlAlIXAi��� Mar. Mer. 1 EXISTI G ",A Bear TtI ��E ........ (/T POURED TE OLO7E 1 ' B% Etco mow �� F FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WALL OR CONCRETE PANELMATE NAS ANCHORS OR 1/4"R �� TAPCONS OR 1/1'4 ELCO MALE :• No.44167 02017 TKTECD,,NG. 0.050" BERTHA ALUMINUM STORM PANEL L.C. PANfLMA TEs(SEE SCHEDULE FOR SPACING). (2.00" DEEP) DRAWN BY 07/36/1] BU/LD OUT INSTALLATION IL EC 0 ... EASTERN METAL SUPPLY, INC DAIe 4268 WEST ROADS LAW& SECTION 11 —1TILL T TESTING k ENGINEERING COMPANY WEST PAW BEACH FL AMD? JNA.a.JW.Jos.., w PHOA£(-61)209-82&T.FAX. 17-097 S)CNAI Eat a L EB-00087 19(JSS eTl-Iv13Jl (601)641-1716 o R ORAWMG No WALTER a TILLY Jr.,P.E. 01°18'� SHEET B40F I) .__ FLORIDA Lic.44187 II ALWCENT INTERIORLY AgNC£NT / 1/4"9 TAPCONS PANEL REMOVABLE PANEL CONCRETE ANCHORS O 6'0. C. W/1 1/2'Alin. THREADED STORM PANEL 1/4'Mox. GAP AT 6'O.C. 1/4"Mox. GAP ` I HEADER TION TO EXISTING W000 N 7 POURED aCONCRETEOR `O REOU/RED7 W I 2TOP IRAL7C �i 2 TOP TRACK OTHER SECTION B-B SCALE: 1 I/2'- 1' 1/4"-20x1'S.S. .,.I SIDEWALK BOLTS. i ! WOOD HEADER W/7/6"X 3132" I REOUIR£D WING NU75 AT 1 OVEAUP t--. p IL I 1 9 (BOTT) 12A,12e a (BOTT) I - -T- X. - U 114"-2011"S.S. AANCENT W, 7 B'Jr 332' PANE! 1 SIDEWALK BOLTS/ parRmy 114=20x1 SS- WING NUTS AT ROYOMABLE AQIACEM 2 SIDEWALK BOLTS. ( 716'x 3/32' Q OVERLAP STOW PANE! � PANEL t W/7/B'X 3/32 :r•A4:4���' WWG NUT O ai 1"Min. SEPARATION WING NUTS A7 -..� 10 C1.tSS EVERY STUD TO GLASS i OVERLAP O 12'O. C. 0 18L I !I'i'% POURED CONCRETE OR CONCRETE— W BLOCK WALL 716'x 3131" WI NUT 0 0 I I REOURED W EVERY STUD O 12"O. C. 4 LL _ LSE'WEo 1— I p 7 1/I'9 ELCO PANELANTES SOLID SET AI SG(HORS -- T .24 OR S.G. TAPCONS DW 7'MIN. OR PANELMATES ANCHORS I I� PENE7R47fON AlMIDW/OTH O12UM 0. C: O ADJACENT PANELS O 6"O.C.AT ADJACENT REQUIRED OF PATE O 6"O.C. PANELS a (60TT) 12A.128 a (BOTT) - WALL MOUNTING INSTALLATION WALL MOUNT/NG INSTALLATION SECT/ON 12A SCALL 112 ` '' 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 1/2'- 1' ...........STI. Fi FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 TXIrCo,INC. 0.050• BERTHA ALUMINUM STORM PANEL �c. NO.44167 ? (2.00" DEEP) DRAWN eY. EASTERN METAL SUPPLY, INC °'aTE. I L ECO N C• 1266.EST ROWS DRIVE CP TILLn TESTING A ENGINEERING COMPANY MrST PALM BEACH•a.174°7 '7-097 • � �••. ..•••'�Vv AA •.. ,...bT.NACHA cwmcxs,n.uIw PHOAE:(561)209-626.(.EAX-(561)841-1716 S�ONAL EN�'� 1'AS n5 b9M1ES 50006719 1 oSM]t-1ST1 �� °RANiNG No WALTER A.71LLIT Jr.,P.E. Ob b-O4T FLORIDA lic.AA167 SHEET 7 OF 17 POURED CONCRETE I/4"0-20 S S. MACHINE OR CONCRETE BLOCK BOLT W/NUT WASHER WALL REQUIRED O 12'0. C. CONCRETE ANCHORS 7/8'r 3/31' I-1500'M;n. (SEE SCHEDULE) o W/NC NUT O CONCRETE ANCHORS --- 1 Conf. 1 POURED CONCRETE O 11'O.C. �' 7'300' --- - £VERY STUD OR CONCRETE BLOCK 1 'W O 11'O. C. CUT PANEL WALL REQUIRED CONCRETE ANCHORS I'�• I POURED E.D. 9 O ]2"0 C CONCRETE Conf. A[7ERNA IE LEC LOCATION REQUIRED 1"+7"r.055'70 1 2"r 5'x.055•Cont. Al—.ANGLE OR 1"x i•x I25' .080"3105-M154 SHEET R w 1i 0R 6061-16 ALLOY METAL N.— BENT PLATE C-t.AaS Cant.A/um.ANGLE bMin. SEPARADON 7O CLASS e CASE A (Plan) CASE C bi W SCALE. 1/4'- 1" SCALE.- 1/4'- I- 2"x J"x.093.3105 H-14 OR 6063-T6 ALLOY Cwt.Al—ANGLE WHH ANCHORS O 12'O.C. 2 � 1 1.000' 7/8"x 3/32" WING NUT O * NAIF PANE[ I/4'CAP 1.000, 11'0. C. 3 1 I VARNS J POURED CONCRETE OR CONCRETE BLOCK i 1.000• T POURED CONCRETE Ibx. �1 7 1 WALL REQUIRED COAL 0R CONCRETE BLOCK \J WALL REOIIRED \ CASE D (Plan11 POUREDCONCRETE ' / :1 _ SCALE.' 1/4' I' REOU/RED vJ� CONCRETE ANCHORS / _� I ri (SEE SCHEDULE) i 9Q`L 135 y X — BUILD OUT DISTANCE q TRACKS(lYP) CEILING & FLOOR MOUNTING INSTALLATION — SECTION 13 , 2 Max b Ii SCALE: 1/2"- 1" ` ------------ IRSTANCE I/4.0 8017 4"x 4'x.077" (SEE SCI#OLIIE ON d 71'O C. JI05-H74 OR 6063-T6 ALLOY SHEETS 0.10 B 11) W/JACKNUT Cane.Alum.ANGLE NOTE FOR COMB/NA7KNJ OF SEL170N5 CASE B (Pion) CASE E (Plan) WALL/FLOOR/CE/UNG MOUN7WG SECTIONS CAN BE SG4ITF%/J�/4/j SCALE.- 114'= 1 COMBINED IN WY WAY TO SUIT ANY INSTALLATION. 1 jEND CLOSURES DETAILS .......• t•�,, � iI:T/S'e ✓� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0.44 167 01017 mlEm.AW. 0.050" BERTHA ALUMINUM STORM PANEL L.C. * (2.00" DEEP) DRAWN Er EASTERN METAL SUPPLY, INC 01DA26 TE17 1 L E C O INC. 4168 WEST R0506 OA1'E /C`•'•.�QI�I��. tU. TILUT TESTING k ENGINEERINO COM►ANrWEST PALM 6EACN,FL.JLU07 PHONE(561)209-8163.I".(561)841-1716 17-097 �t P6vv:(]05)571-1510.ry:(Ja!)0)1-Illt �� ORa WING N SS�ONAL EN ER-0006719 «>< WALTER ATLLR Jr.,P.E. Ob 150 /6M1 SNEET b OT ai] RORIDA Ua.44187 MAXW f A.S.D. DMWN PRtWUM RATING .S.t) AND CORK PONDDYG MARE /ANCHOR PALM SMOUZ-R FOR INSTALLATIONS DV CONCRM AND CONCREM ALWK STRUCTURKS A G6Cx NIWAI NbIGtS 91YJC RAPE 0..J 1?••• ARYAIpIL m �YMMII INWY MOtll6 9f1O4!M E G�J I/I••• .M11M[m /AemAN'rl 6[9UA lYMN 3Lt0 SF/ SGIMGOY PMQY116 PNn.Mn nMs ANr tp6Np/tpw LD.CM lv(II.J G�GOL KGGM WlYY6 5°ID 3'I SGL410GY RV[1WRS iME1N1R iW MM L�[Y�M/rW �1'� ro rnAreLT[ ro AMNYRY n[rirJILT[ ro-avAnr ro cONceTE ro AMRRRI ro ov10IE1[ m Munlar m POAcmC ro AWWN' a 1NP1 f ro LUMOET1r ro wswwr ro mNarR ro ulm+wr ro c'aocrr m AMtorwi ro co1A.1nr3 ro AMrorAer ro cGlalrrt ro wlAonPr a nDM 12' N/A 17' N/A 12' WA 12' WA 170 WA I(TOP) 12, WA 17' NIA 12' N/A 12' NIA 12' WA 1(TOP) 12' 11- 12' 12- 12- 17' 12- 12- 12' 12' 1(BOTTOM) 12' r It' II" 12' 17' 12' 12' 12' 12- I(Sona/) 12' WA IY N/A 17- N/A 12' WA 12" WA 2(T0•) 12' WA 11' WA 12- WA IY WA 12' MIA It(T0•) 9' D• 9- 9- 0- ON !• 9' 9' 9' 2(ROTI M) /• 9' 9. D' 9. 9. D' 2(801rOw) y' WA y' N/A 1. WA S. WA y MIA JA 00•) !' WA D• N/A D' WA 9' MIA 9• WA JA(10P) 9' !- 9' 9' 1' /. y' 9' 0. 9• J(BoiOM) D' 1' 9. D' 9' It. 9' 9' 9' J Mor@-) 12' II• Iz' II' 12' 12" 12' 12' 11' IT 4(TOP) 11" 7- 17• 1. 11- I2' 17• 12- 1 12- 12, 4 00P) 17• 11' 12' 12' 12' 17• 17' W 1T 12' 4(BOTTOM) 12' 7' 1)' 12' IY 1 12' 12' 11' 12' 12' •(Borrow) y WA D- NIA 9- WA y' WA 9• NIA SI(TOP) 1' WA D• WA !' N/A D' WA p• N/A 5.(TOP) tY WA 12' N/A 11' N/A IY WA NIA N/A S(Bono-) y N/A II' WA 12- N/A 17' WA WA WA 5(BOTTOM) 12' NIA I2' NIA 12' NIA 12 N/ / 6(TOP) DWA / WA 17' MIA A MIA ' 11 1/2" WA 12' NIA WA WA 6(TOP) .40.4-40.0 12' WA 12' N/A 12' WA 12' WA WA N/A 6(NOTION) 60•-00' 40..�°.0 y' N/A I1' WA 17' WA 12' N/A WA WA 6(BOTTOM) >1'-0" LEST IX TO 12' WA I2• WA 12' MIA 12' WA WA NIA 7(W) LESS LESS D' WA 11' WA 12' N/A IY WA WA N/A 7(70PJ IJ'-0'• 12' WA IY N/A 11' N/A 12" WA N/A NIA 7(/0710-) 9' WA I1' WA 12' WA IV WA WA - A N 7(80110 / ) WA WA I7' II' 12' 12' W 1 12- 12- 17- 6(TO°) NIA WA 12• 12•• 12+ 12'• 121 12'• 12•• IY• B(TOP)* MIA WA 12' 12" 12' 12' 12' 12, IY 12' 1 MOMW) WA WA 12'• 12•• 12� 11^ 12+ 12•• 11" IY• 8(Born!-)* N/A MIA 12- 12• 12' 12' 12' 120 12' 12" 9(TOP) WA WA IY• 17-• 17'• I7'• 12'• IY• W. 12'• 9,•v). 12' 11' 12' 12- 12' IY 12• 17' 12' 11' 9(SOTTO-) IY r 17' 12' 12" 12- 12' 12' rY 12' 9(Bono-) 12" WA 12- WA 12' WA 12' NIA WA WA 10(TOP) 9' WA 11 I/2' WA 12- NIA 12' WA WA WA 10(OOP) WA 6' WA /' WA WA NIA 10(BOrrO-) 6' NIA 6' WA 6' WA 8' WA N/A' WA 10(Barr-) 9' WA 9' N/A 9' WA 9' NIA 9• NIA IrA(TOP) 9" WA 9' NIA 9' N/A 9' WA 9- WA IIA(TOP) It D' 9' 1 9' 9• 9' 11(Bono-) 9' 9' 9' 9' 9' y' 9. 9• y II(Borrow) M/A 6" NIA (TOP)N/A N/A )J(TOP) 1' WA 6• N/A 6• NIA /' WA 6- N/A IJ(TOP) 6- WA 6" N/A 6• NIA 6" NIA NIA N/A IJ(BOrrw) 6' NIA S. WA 6• NIA 6' WA 6' N/A IJ(BOnOV) • USE 6'OC FOR PANEL LENGTHS LARGER THAN 10'-0'AND USE 12'OC AS SHOMN ON SCHEDULE FOR PANELS LENGTHS EOWL OR SHORTEN THAN 10'-0 ..ALA1'KN ANCHOR SPMCINGS ARE MLD FOR J 1/2'EDGY DISTANCE FOR f.0 LESS THIN J 1/2" ANCHORS LEGEND REDUCE ANCHOR SAICIMG BY APA WLYAN6 SPACING SNOMN ON SCIIEDULE BY INE FOLLOWING FACTORS. _ (NINE A9n.E D.FLY)*SOLIDSE7 AAICORS R JJ A&. FOR TFK O•E16{7gV TO BF POSSE REDUCED SPADING OBTAINED USING FACRIR SHALL NOT BE ANCHOR TIDE ANOAOR LESS TNW AANWY SPAG AOOI ED FOR EACH A R)R TYPE AT ANCHORS LEGEND. SPACING FACTOR P CON(REGULAR OR S6.)PAMWIE OR PMNELWrE rv%s J- ACiLL1l E P E D. = EDGE DISTANCE TAPCON(REGUIAR) 10.. TAPOON,PANDAMIr OR PANELM41F nMS SOLD SET SOLO SE7 J' J• - B6 .75 2 112' - .71 .50 1/2- .JS - - '11 .......... C . 21 '�9 `AA J SF FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.44167 02017 7XIECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. * _• (2.00" DEEP) DRAWN eTY. EASTERN METAL SUPPLY, INCME °'1.761 E 11 /tom, 1 L ECO BMC. 42M WEST R01°S DR • �O•••• /,( y�.\J `�r�/A` TILLI7 TESTING&ENGINEERING COMPANY -EST)*ALN BFACN•FL 3JI°7 •.;'M... •�'<i•,I` uv N.. a.fr.Jw.wv.0 c.Amo,n.v.« PHONE(561)209-/76J,FAX'(561)841-1716 17-097 G V.en.:(Jasa1 EB-0-0006119. (ssn)nl611"" pRAWD4G I- s�CMAL EN H .Uas iJ w WALTER A J..,P.E. S. 9 IN liOf 17 FLOR . 167 1/axMUM ASD DESIGN PRESSURE RATING (per) AND CORRESPp G AiAX7UUAf NCHOR SPAC IN SCH•DU F FOR INSTALLAHONS INSTALLATIONSIN CONCRETE AND CONCRETE BLOCK STRII(TI/RRS AS.D AACHOB9 SMCAL!OR C A..J I/2•t AVH.CAHF 10 ASO OE9Gti' W.VIl.YU.QS SPA[YiW RW E.A-J 1/S's K rA%E ro v AlGNM SWO 4'I SG)AKYw vA+rIIAl1ILS vAn[iNArr NAS Y /t u¢L _ r /Pjm.'Ll m tthe6tr£ covL7rcTr m NAswun ro coNxTr ro AIAa'�mr ro corca[TE ro ro CaxM)r m or raves nn+N IP(nl lu irl r,, ro coArivnE m—H III cc�c'arl[ u9rawr m m�ce[rr wsWer' ro rnr_xrE ro ar r1 — .4 12" N% 13' N/A 12' N/A 11" N/ N/A N/A I ROP) N/A II• NIA II' N/A N/A 11- /11A 1(Top) 12" 7' 12' 12' r2' 12' 12' 12' 12' u' 1(BOrrDN) r l• 1 r' n' n• r r• I r' ]- n' J' 1(BORON) IIA I?' N% la' IIA 12" NIA1N% 2(7.1)) W II' N/A 11' NIA 11' N/A 11' ILIA 2(TOP) 9' 9" 9' 9" 9' 2(BOTTOM) ID" 9' 9' 9' 9' 9' NI 9" N/A 9' NIA 9' NIA 9- NIA JA(TOP) g• 7• N/A 9' NIA 9' N/A 9- NIA 9' WA 1A(TOP) 9• ]• 9" 9 9' 9' 9' 9" 9' 9• J(BOTTOM) B" 9" 9' 9' 9' 9' 7' 9' 7- J(BORON) u' ]• 12" r2" IY ra' 11 1Y rz" r2' +?�') r r" n' r r" I r r r' 7• 1v' 7' +(lop) 12' 12' 12' 12" 12' 12' 12' +(e0RON1 n' .• Ir' n' n' 7' v' 7' +(BorroM) 9' N% 9" N/A 9' N% 9" NIA 9" N/A SA(IUP) 9" 9' N/A 9' N/A 9' N/A 9" 6(/A 9A (TOP) lo' NIA 12' NIA 12' NI 12' NIA NIA NIA 3(BOTTOM) 3 9' 7' NIA g" N/A 6' N/A N% W 3(BOTTOM) 10 N% 12' N/A 12' NIA 12' I NIA NIA 6(R1P) 9' I 10- N% 12' N% 11 I I W 6(TOP) +DO, -+o.o lo' N/ l2' NIA 12" N/A 11" N/A N/A N/A 6(BO ROM) B'-o' -Go' -6Do B' NIA 7" NIA 9' I B- NIA NIA N/A 6(BORON) !60°,- uP- OR UP TO OR 60.0 IO' I 12' N/A 12' NI 12' NIA NIA NIA 7 nCW) LESS :80.0,-900 5" %A J' %A 9" N/A B' N/A N% N/A J(/OP) LESS lo- I 12' N% 12' NIA 12' N/A N/ N% 7(90777oN) M11AIIA N% 9" N/A B- NIA N/A N/A 7(BOTTOM) NIA I 12' 12' 12' 12' 12" 12' 12' 12' 6(Top) 12' 1T" 12' 12• 12" 6- 12' b' 6 pOP) N/A N/A 12" 12' 12' 12- 12• 12' 12" 12' B(BOTTOM) 12' 12' 12' 12' 12' 6" 12' 6' B(BORON) NIA N% 12' r2' 12" 12' 12' 12' 12' 12, 9(w) 12" 12' 12' I2' 12" 6' 12- 6• 9(To') 12• 7' 12' 12' 12' 12' L2- 12' 12' 12' 9(BOr,aw) II' il' II" ll' II' 7• Ir- Y 9(BORON) N/A 12" N% 12" N/A 12' W NIA NIA 10 pop) !0' NIA 12' NIA 11' NIA NIA NIA 10(TOP) 6- N% 6' 11/A 6' N/ 6" N/A N% NI 10(BORON) 6 N% 6" N/A 6' IIA 6' N/A N% N% 10(80ROu) 9' 7' NI NIA NIA NIA 9' 7' 9' 71 11A(TOP) B' NIA N/A AI N% 9' 7- 9" 7• IA(TOP) 9" 7' N% N/A N/A N/A 9' 7- 9' ]• 11(BOTTOM) B' N% N% N% N/A 9• 7• 9' Y Il(BORON) 6' N% 6- N/A 6• %A 6" N/A N% N/A IJ(IOP) 6' �NIA 6• N/A 6" %A 6" N/A NIA N/A IJ(TCW) 6' N/I 6" N/A b' NI 6- NIA %A I IJ(BORON) 6- 17"" NI 6' NIA 6- NIA NI NI 1J(BOTTOM) ANCHORS LOENjl NAAMUM ANCHOR SPACINGS ARE I ALJD FOR J 1/2"EDGE DISTANCE FOR E.O.LESS ThMN 3 112', m- REDUCE ANCHOR SPACING BY NUL IIPLTING SPACING SHOWN OIJ SCNEDU[E BY ME FOLLOWING FACTORS. ANCHOR nPf ANCHOR (NOTE:Mm.E D.FOR SOLIDSU ANCHORS IS J) SPACING FOR THIS OPERATION TO BE POSSIBLE,REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE IAPCON(REGULAR OR S.GJ PANfLMAPE OR PANEl1u7E INA$ 3' LEA/HNA MINIMUM SPACING INDICATED FOR EACH ANCHOR PIPE AT ANCHORS LEGEND FACFOR SOLID srT AC/WL E D. J' TAPCON(RECUTAR) SC. IAPQON,PANELMATF OR PANELAN/F NAS SOLID SET J• - .86 .73 ]] .30 • T� TII`I M. l//i 2 SD 1 r/z' ss - - ,`��� •'�,�GElys:•..✓.p= FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) % 42077 DLIECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.c. No.44167 `: ' (2.00•• DEEP) DR WN EASTERN METAL SUPPLY, INC °'/"/I' Q QTA— IL ECOINc. DATE +z6e w£sr Rcuns Df6vE ••-�C//` r//`Cll r••'•ilv��i• b71LLIVM TESTING bNGIN^�CI�RING COMPA .J3407 NY.1. PHONE,(.561)209-6263,t PALM FAXt(561)8!1-1716 17-097 G�Ir,•1 U91X)EB�0008]19 1311 DRAWING Na ofyaLEN WALTER A LLR Jr,PE. e 1 r FLORIDA luc A'I6] SHEET 10 or IT MAXXEfUM A.S.D. DESIGN PRESSURE RATING (p.slj AND CORR• POND NG AX/A(UM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IN CONCRETE AND CONCRETE BLOCK STRUCTURES sYDAr9A,N YAaw,v.vxu9s aAcelc rw<a.-�w".. A•PLc1rnF ro Y..wul AM-FAwsPAnF.cFCR F; �r/2'.. Asa:Ixsr.N AmArrae ro A1rsm.RrNr12 1.(nFN—fe-•I)N/A 12' N/A 12' N/A 12" N/A r2" / I(TOP) 8 1/2" N/A 9• II% 9• I 9N/A 9' N/A I(ID) 11/2" 12" I2• 12' 12• 12' 6 1/2• 12' 8 1/2• 1(BOTTOM) 9• 7" 9- fl• 9' 9' 97• 9' J• 1(BOTTOM) N/A 11 N/A 12" N/A 12' N/A 12• N/A 2(TOP) 9• N/A 9• N% 9• N/A 9• N/A y N/A 7(TOP) 1 1/2' 9- 9' 9• 9" 98 1/2' 9" 8 I/1- 2(801704) 9" 1• 9• 9• 9' 9• 9' J" 9' 9• I(BOTTOM) N/A 9" NIA 9' / 9' N/A 9' N/A 1A(IOP) B• I 9' N/A 9' N/A 9" N/A 9" %A JA(TOP) 1 1/2" 9' 9' 9' 9' 9- 8 1/2• 9' B 1/2• J(BOITOAI) 9- 9' 9' 9• 9" 9" l' 9' 9• J(80TTON) 12' 1 1/2" 12• 12' 12" 12• 12' 8 1/2' 12" 8 1/2' !Rte') 9• 7' 9• 9• 9• 9' 9' 7• 9" 7' !(TOP) 12• 11/2 12" 12• 12' 12• 12• 8 1/1• 12' a 1/2' 1(8070.) 9' 7" 9' 9' 9' 9• 9" 7' 9• 7' !(BOTTOM) 9" N% 9" N% 9• N/A 9• N/A 9• N/A SA(TOP) 6" N/A 9' I 9' %A 9• N/A 9' N/A 54(TOP) 6 112. N/A J 1/2• N% 8• N% 7 1/2" %A I/A I/ 3(8070.) S N/A 6• N% 7' N/A /• N/A N/A N% 5(BOTTOM ) 9' N% 9 1/2' N/A 1O' N/A 9 I/?' N/A N/A N% 6(TO) ) N% 8' N/A 10' N/A R. %A N/A I/ 6(TDP) •�O _� 6 1/2- N/A 1 1/2' N/A 6' N/A 1 I/2' N/A N/A I 6(BOTTOM) >8'-O' -O' .900 _909 S• N/A 6' N/A 7• N/A 7' N/A N% N/A 6(BOTTOM) 7.-0• o p ro 0 OR ♦6 O. -60.0 6• N% 6 1/1• N/A 7' N/A 6 I/1" N/A N/A N/A 7(TOP) 12'-6' 0. -1100 5" N% 6• N/A 7• %A 7• %A I N/A 7(TOP) LESS 6' N/ 6 1/2• N/A 7• %A 6 1/2' N% N% N/ 7(BOTTOM) 5• N/A 6" N/A 7• I 7• %A N/A N/A 7(WT70.) N/A N/A IT•• 12•• 12'• 12'• 12' 6•• 12'• 6"• 8(LW)' IIA IIA 12• 6' 12' 6' 12" E. 12' 6• B(IDP) N/A N% 12'• 12•• 12"• 12•• I2'. b• 12'• 6"• 8(scuo.)• N/A N% 12' 6• 12' 6' 12' 6' IT• 6• 8(son—) N/A N/A 12" 12'' 12•• 12' 12" 6" 12'• 6" 9(TOP) I I 12' 6• 11• 6" 12• 6• 12' 6• 9(TM,) 12' 1 1/1' 12' 12' 12" 12' iT' B 1/2' 12• B 1/2' 9(8070.) 9" 7" 9' 9" 9' 9' 9- 7• 9• 7- 9(BOTTOM) 9• N/A 9 1/1 N/A 10- N/A 9 ]/2• N/A N/A N% 10(TOP) 7• N/A 6N% 10' N/A 8' N/A N/A N/A 10 (TOP) 6' N% 6" N/A 6 N% 6" N% N/A N/A 10(8070.) 5• N% 6• N'% 6' I 6• N/A N/A N/A r0(BOTTOM) 9' 1 1/2' N/A N/A N% N/A 9' 1 1/2• 9' 1 1/1' IIA(TOP) 5• l• N/A N/A N/A N/A 7 l' 7' 7• "I'A(101) 9' 1 1/7' N/A N/A N/A N/A 9" 1 I/2• 9' 1 1/2' II(ROTIOY) 5' N/A N/A N/A N/A J' l• J' )'6" N/A 6 N/A 6" N/A 6' N/A N/A N/A 1J(rCPJ 6" N/A 6' N/A 6" N/A 6N/A N/A N/A (IOP) 6• N% 6 N/A 6' N/A 6' N/A N/A N% 1J(8070.) 5 I 6" 6 I 6• N/A N/A N/A 1J(lOT/dI) •USE 6"OC FOR PANEL ttN647S LARGER THAN 10'-0•AND USE 12•AS SNOWN ON SCHEDULE FOR PANELS LENGTHS COWL OR SHORrFR THAN ANCHQRS LEGEND ..MAXIMUM ANCHOR SPACINGS ARE VALID FOR J I/2'EDGE DISTANCE FOR ED LESS OLAN J 1/2-, ANCHOR TYPE ANCH11 REDUCE ANCHOR SPACING BY MULTIPLING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. SPACING (NOTE M;n.EO FOR SOLNDSFT ANCHORS IS 37 FOR THS OPERATION TO BE POSSIBLE.REDUCED SPACING OBTAINED URNS FACTOR SHALL 401 BE FAPCON(REGULAR OR S.G.)PANELMIE OR FkNELMATF NAS LESS THAN AN NIMUM SPACING INDICATED FOR EACH ANCHOR TYPE Ar ANCHORS LEGEND. E. D. = cOCE asTANcr FACTOR SOLA SET J• ACTUAL E 0 T,IPCON(REGULAR) S.G. TAPCON,PANELMATE OR PAHELAPIrE WAS 50,10 SE1 J• .86 75 2 I/2' .71 50 1,101111111�E��i"+ 2' J3 J5 `�`��P'�j�ENs' E •. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NO.44167C2017 DLTECO,INC 0.050• BERTHA ALUMINUM STORM PANEL L.C. (2.00'• DEEP) G'LAWN Br. 07/26/17 y . EASTERN METAL SUPPLY, INC • _ pI 1288»EST ROADS DRAT _ /TA 0 TILUT TESTING k ENGINEERING COMPANY WTSI PA.BEACH,FL.JJIOJ • ��19PrL E�6� 11 1 r.. 0'NW LMKnS,n JJ PHONE.(561)209-826J,FAX:(561)811-1716 (7—�97 IV ems"')."-IfiO (JW)0>I-Il 1 DRAWING- 7E8-0006119 urt WALTER A.11LLR Jr.,P.E. • FLORIDA Ui,44167 SHEET I I OF 17 1/4.0 TARCONS --W/1 1/2'WINPL' - -- -- i . I/s'a TAPCONS 1/4•r TAPCONS W/1 1/2'MIN. - IT 17-MI NS THREADED PNETRATION W/1 1/2"MIN. THREADED PENETRATION it 10 EXISTING*COO THREADED PENETRATION TO EXISTING WOOD THREADED DED MIN WADER. (SEf SCHEDULE) TO EXISTING WOOD HEADER. (SEE SCHEDULE) n Rexis PENS RATION /`x\/ HEADER O EXl$TING W000 _1230 (SEE SCHEDULE) HEADER. (SEE SCHEDULE) 1•M'n �'. 1.125.1 ! g OCanL 250' I' M- 2' ? M 10L i M.n Min 1' I 2 - , I �WOOD HEADER 1 WOOD HEADER I WOW HEADER -1'J REOUIRED I R 1 I REWIRED REOWRED w ' 1 1 N 1'Mn, GLPAS A71pN TO C1A55 1 1 ti I'Mr. W I 1'Min. I 1 I W SEPAR4WN I j l�SEPARATION ' I--TO Guss I x - -- a,.\I TO GLASS v i OPTION 11 � x -- ALTERNATIVE 3A T 1 1/4-A TAPCONS I 31 FO MAC NUT O 1 W/1 1/2'MIN. h '� ' I'Mart 1 U�U 12'O. G = —THREADED PENETRIDOH ' SEPARATION I 2 I 4 ''I TO IXISIINC WOOD W 1 TO GLASS I HEADER.(SEE SCHEDULE) vxi r CONT. (OPEN POSMON}f T I_ ti x 1/{•0 TAPCONS PENETR477OR O MIDW�fD MM• OF PLATE (SEE SCHEDULE) 7L SECTION O ANCHOR \ i i � i O E J 11�70D/Cr10ER W 1 .500" 1 Rf0mm W �C-t OP71o1V I2 ; --Q9 cone. r�R ALTERNATIVE JA 3 EA 6 STUD/J2'WING NUT O •rAAeDNs t. SCREWS W/1 1/2'Min. I//'•IAPCONS THREADED PENf7RARON w/7 1/1'Mia THREADED O M/DWIDTH OE PUTS _ ' T•, (SEE SCHEDULE PENETRATION S O MIDWSCHEDULE) N 1'min.SEPARATION ( ) OF F'1ATE(SEE SCHEDULE) SECTION O ANCHOR ' ID GLASS — ALTERNATIVE 2s BOLTS w/7/e • I 2 = 1 J/JI' 1 I / /2'O. C. I'MM I h SCAL F 1 _ SEPARATION / -4TO GLASS '•LICEN ✓9 W W 5 Conf. I SECTION O SruD 7/e'..11,12 ' MNG Nur ' EVERY STUD a 2 ALTERNATIVE 4 I �W -2-Rt9ur�� SCALE 1/2' 1' • V NOTE FOR coMBIW1T70N of s£cnoNs: 1/{'.7APCONS �s��RIDA, W/1 1/2' in. IlRfAIDMO Eo *pOjE:SNAP GP T =/..AAL EM��a��'' PENETRATION( O SCHEDULE) REMAIN CLOSED AT N �$1l WALL YIWM/NG SECTIONS CAN BE OF PLATE. (SEC SCHEDULE) HURRICANE CONDIDONS. '! I rVS COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ��i'AA�A''tAA/IEE 1C 9 Cont ALTERNATIVE $ UILDING CODE (Non High Velocity Murrleane Zone) SCALE, 1/2' 1' 02017 DLTEW,INC 0.050" BERTHA ALUMINUM STORM PANEL LC. NOTES: (2.00" DEEP) DRAWN Br SECTION O STUD I. INSTALLATIONS ARE ONLY VALID FOR MAX.A.S.D. DESIGN PRESSURE RAnN D7/]6/I7 AND PANEL LENGTHS AS PER SCHEDULES ON SNEEf 2 EASTERN METAL SUPPLY, INC G'TE ALTERNATIVE J 2. SEE ANCHOR SCHEDULE ON SHEETS 16& 17. I LIE C O�N�. 4266 WEST ROADS DANE SCALE. 1/2'- I' TIWT TESTING a ENGINEERING COMPANY WEST PALM RDICH.n .WOI A)5f R.W..bu f,..Ml.WmNM 9,'m R.allta PHONE(361)209-6265.FAX:(561)611-1716 17-097 J. FOR NEW 2000 FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN Pna.. (lwkTl-1619 719(lmw-Hell DRAMNG No PM_No. 1, W/SPECIFIC OEN5/7Y OF 0.55 OR EOUAL. EB-0006719 WALTER nurr P.E. A+/I FLORIDAIOA Oc.4{141 67 SHEET 12 OF 17 1/4.4 TAPCONS �I'O.UC�.REOUIRERO ER WOOD TRUSSES OR RAFTER /—W/r I/2'Min. THREADED O 11.O.C REOIKRfD PENEM77ON TO EXISTING WOOD HEADER.(SEE SCHEDULE) 1 _ / 500. EO I ` 1 Min. (6063-16)/ � I - - -1 Mem. "rE 1/4i r 3/4" fJ)s/r6•P T/IL 3/4• ) 1 SRW/BUI DEX EACHS�T ro i i i AAh. j I IIEK SCREWS LOUIE SCREW II I O WOOD HEADER I i0 6'O.C. 4 Cont. B•ac. A7 M/DW/DTH Of , 1 I I REQUIRED I 1 EXIS77NG MOOD I a Cont. 1 I I 1 MEMBER(2"Min. I 1� I ' I NO-IML WIDni) J/I•$.52 Ba.Ts I _ 1 Alin. SEPARAnON THREADED I IINII' I O N TO=ISS PfNE7RA110N I7NUT 03/'�% rrN 12.O.C. iU OPTION/i ALTERNATIVE 5A ALTERNATIVE 2ALTERNATIVE 7A —J` n SCALE: 1/2"- I' W SCALE: 112'- 1- (LIMITED •(LIMITED TO +60.0, -66.0 p.s.f. DESIGN LOAD N (LIAITED TO +60.0, -66.0 p.s.L DESIGN LOAD AND UP TO 9'-0"Mo,r. PANEL LENGTH) AND UP TO 9'-0'Aa,,. PANEL LENGTH) I'Y4L I I y 1/4'P TAPCGNS r1 TL I SEPARATION I W THREADED MIN.PENETRATION �WIT TO GLASS JI I 2 THREADED PE , I i G EXISTING WOOD HE1DfR. (SEE SCMEDI/LfJ R �CPnt. i rSEPARA7701V I 1 I'�SEPAR4rCN 7wm NUf O• 1 TO GLASS 1 i 70 GLASS EVERY SM4-�PiA Min, I IEVERYW 03/'S5BOLO/T'a C' I w/7/B'X 3/32� jNUTO2 1 e N1700 1 R 2 X 6 w000 iI1'O. C WOOD MEADE'R RED2AI aDECK REO•a 7REQUIRED I Cont11 1/4"6 ELCO PANEL YA1E5 OR S.G. TAPCONS ALTERNATIVE 5A s W/IIEI7RMITHREADEDMIDttDM �1• OF PLATE rYPIUL TOP& BOTTOM I/SEE SLIIED:LE) 11410 TAP12'ONSMIN / 114-0 rAPCONS AL TERNA TI VE 6 I`'�� A 1' —i wTELRFADEO 112'MIN. W/1 1/2•MIN. I 'SVz (SEE SCHEDULE) THREADED PENETRATION - ...... (SEE SCNEOULE) A, ENS[:••..`/9 ' ALTERNAT/V£ 6 ALTERNATIVE 7 SCALE: 1/2' 1• J 32' SCALE: 1/2' 1' 1 4 WING NU7le EVERY STUD 9 O 12'O.C NOTES: I 1 K 8 MOaO Cont. 1. INSTALLATIONS ARE ONLY VALID FOR AAAX.A.S.D. DESIGN PRESSURE RA77CM NG 4 (�j REOD' j AND PANELS LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT AS NOTED) NOTE FOR COMBINATION OF SECTIONS: .-:Q��:FCO 1D P,.• IA.• 2. SEE ANCHOR SCHEDULE ON SHEET 16& 17. COMBINED�lRN CANY WAEALING Y ONS ANYTING NSTALU7ION. 'NS CAN BE ss/�NAL•��iGIll, J. FOR NEW WOOD FRAME CONSTRUCTION•WOOD MEMBERS TO RE SOUTHERN PINE 7W.2, W/SPECIFIC DENSITY OF 0.55 OR EOLUL. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 WCOO,mc. 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.00" DEEP) D44WW BY.. T/4y EASTERN METAL SUPPLY, INC a,f. W/1 1/2•MM 07/16/17 (SEE SCO PEN)RAnoN ' C (SEE SCHEDULE G 4166 WF57 R0N5 CRNF ALTERNATIVE 5 MUT TESTWAG 6 ENGINEERING COMPANY WEST PALM BEACH.R.33407 AH NW. se.�wwlw oVmnW,n aal4a PHONE:(561)109-8263.EAC:(561)641-1716 17-097 SCALE: 1/2• 1• ^^"• (T»k75i`s 0006719 .71 _ ER-(%108719 �.W/In WIPEE TER A.nLLR Jr.•P.E. 010 15-0I5 ) FLORIDA Lic.44167 SXEET 13 Or 1] WOOD TRUSSES OR RAFTER 1/4'0 LONG ELCO O 24"0. C. REQUIRED \ PANEL MATES OR S.G. TAPCONS W/2'Min. _ -- THREADED PENETRATION TO EXISTING W000 HEADER. (SEE SCHEDULE) — 500' T I I EO_.__. EO I 1 � 1'x 4'x 1/8" ' I I 7/8 0 x 3/32" - ---- + Min. (6063-T6) WING NUTS O 12'D.C. Alum. TUBE W/ Imo/ I I 1/40 x 3/4" LA) SSCREWS T04• 1TW/BUILDEX I EACH JO/SL I N TEK SCREWS I I LOCATE SCREW WOOD HEADER I O 6"O.C. I 4 Cont. AT.NIDW/DTH OF I I I EXISTING WOOD REQUIRED I I to MEMBER (2"Min. I I Vf I NOMINAL WIDTH) I D I I W/2"Min. I" I 7 THREADE j� I ' TISA7ON � 1Min. PENETRAON. TO CLASS SEPARATION I i i w v TO GLASS W N 2 I I I I I I y W I I I I V7 I I 4i AL TERNA TI VE 1 OA I I I I 7/11's x J/JT' J N WING NUT O SCALE: 7/2" = I" W I I I EVERY STUD W NOTES: (LIMITED TO +60.0, -66.0 p.s.f. DESIGN LOAD = I I AND UP TO 9'-0"Max. PANEL LENGTH) v 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING & PANELS LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 2. SEF ANCHOR SCHEDULE ON SHEET 76 & 17. I 1 I I i I I 2 a 3. FOR NEW WOOD Fk4NE CONSTRUCTION: WOOD MEMBERS TO BE I 7/810 x 3/32' i I ,; SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. EVERY STUD I 1 o I O 12'O. C. I I h W N i t 2"x 6` NOTE FOR COMBINATION OF SECTIONS 11t1tt TI IM - Cont. i WOOD DECK WALL/FLOOR/CEILWG MOUNTING SECTIONS CAN BE ��P.... 9 (NO FINISIRED COMBINED IN ANY WAY TO SUIT ANY INSTALLATIO T '�'J�ENS� I \ I I ^11.00. r (NO FINISH �� 7 MIM ALLOWED 416 2'x 4'PLD Cont REQUIRED �\ 1/4' 0 TAPCONS W/ 1 1/2"Min. THREADED PENETRATION i" { O,D:• ..+' \ �,� O " WIDTH OF PLA TE. - SS�QA�t� (SEE SCHEDULE) ��✓^'+,/wf,,.' - 1/4'0 TAPCONS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) AL TERNA TI VE 9 THREADED 1 ED NE -2017 ra cco,ac 0.050" BERTHA ALUMINUM STORM PANEL LC. ALTERNATIVE 1 O THREADED PENETRATION (SEE SCHEDULE) (2.00" DEEP) ovuw,v en SCALE: 1/2" = IEASTERN METAL SUPPLY, INC 4 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS I IN E CO ...GCO ST6' .a a,°5°RRr TICCIT TESTING R ENGINEERING COMPANY w561 PO9-20J. FL,JS40T 17-097 (361)T09-BTBJ.F.V�(311)811-1716 from�(]OSJS ES-00006719 leIw3kT-15]0 ORAW/NG- Ee-0 WALTERw.U..0.TILLR Jr.,P.E. SHEET 14 O1 17 no44167 17/B'MIn. 2' IXISIWG PENE7RIIlON r Mm.� BRICK YE£NER I/4%AB'HORS O R 1 PAN4.0 AN7E PE 7NE7R1TgN r Mu.� BRICK YEFN£R 1/4WD"ELCO moh P.WELANTE (SEE ANCHORS OR 1/!I TAPCONS /KIS ANCHORS OR / (SEF SCHEDULE). 114-0 TAPCONS (SEE SCHEDULE). - 250" \ --- - - - .500" cont. HEADERDD _ 1 AIQ,— 250 7 I I WOOD I 1 REQUIRED I HEADER n LM REQUIRED £MS/ING i ant. Y+ STEEL NNTEEXTGG AS APACABLE STEEL ANGLE UNTEO I } AS AMIGIBLE it ['Min. t iI 4 I SEPARATION i I I I'Min. ro CIASS EPARATION t 7 W TO aAss II ; OPFXW t 1 OPTm 11 ALTERNATIVE II ALTERNATIVE IIA �I I I I N01ES: 1 1. INSTALLATIONS ARE ONLY VALID FOR MAX.AS.D. DESIGN PRESSURE RATING DOSRNG i 12AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 2-,4-_t 'BRICK SILL i 2. SEE ANCHOR SCHEDULE ON SHEET 16& 17. WOOD FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PLLATEATE ' +/ i 3. PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EOUAL. RASWC TctsrlKc As �APPtrrAB[E NOTE FOR COMBINATON OF SECTIONS PENETRATION I __ WALL/FLOOR/CEILING MOUN77NO SEC77ONS CAN BE --r-- £� � i e COMBINED/N ANY WAY TO SUIT ANY INSTALLATION. Abr 'LrM. I 7 STUDS 2'r 4'STUDS Carl O 16'O.C. Mor.REDID [EXISTING Min. I/?'PLYWOOD EXISTING 1/410 x B"£LCD mole PAN'ELA447E REQ'O(IVP)W/FASTENING BRICK SILL 114'0-20 x J/4' TVAS ANCHORS OR 114-07AHCON TO STUDS AS PER S.S.BOLTS W/718i (SEE SCHEDULE)TO IXIS7IMG PLYWOOD. SECTION 2304 OF THE J/ ' RORNW BUR.OING CODE. JIM* O 12' G ALTERNATIVE II BUILD—OUT INSTALLATION SCALE: 1/2"- I• +I' .•••••• ✓9;� VALID FOR MAX. A.S.D DESIGN PRESSURE RATING +50.0, —60.0 p.s.f. FOR UP TO �1 78" PANELS LENGTHS, AND FOR +50,0, —50.0 p.s.f., FOR PANEL LENGTHS GREATER • t4Q,4067 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) .�( 020177ILIECO,rnr. 0.050'• BERTHA ALUMINUM STORM PANEL L.c. THAN 78" UP TO 108" * �C (2.00" DEEP) DPARN BY o ,� IL EC O�Ne. EASTERN METAL SUPPLY, INC 0,126 17 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ° t t��`,. TIL T TESTING!ENGINEERING COMPANY *W PPAW<IERaOS DPW A A FL.33407 SS/ONA1 ` uss NW.xn.w.,s,.Iw,W 4NW PN m s n.aa,w PHONE(serlws-9]SJ,FAx:(sar�sr-r7re 17-097 Ram:L.,of)1 EB-OO.71:(zeM),-,Sll LUPAWNC Ne • -- ER_00087,9 • " WALTER A.TILLIT Jr.,P.E. aO,S-0t! - iLORIDA lic.(4167 SIGF11MGr 17 0 TAPCONS W/ 7 1/2'MIN. THREADED pENETRADON TO EXISTING MOD HEADER. ._. 1/4'0-20 S. S.MACHINE (SEE SCHEDULE) SOLr'W/NUI&t WASHER / O 12 O. C. T 0 g 16 Cont, 1 WING NUO EVER)'S7U0 42 O 12'O. C. O B .-^- Cant. I 1 WOOD HEADER N j REQUIRE I 1 W 1 N 1 i O W I"Min.SEPARA"ON ` I TO GLASS W 1 I U I 1 1 I I'Min.SEPARATION 1 N ~� TO CUSS I 1 I � I j k BEY TS w/7/e r 1 JVJ WNAi Nur O ` 'M 11'0.0 W 1 Z 1 a Ar e NOW 2 s4'WOOD 1" j rDECK REQU 11 I P411F REO'D. , 1 / 1 I 11410 TAPCOW 1/1% I SC. IAPCONS:OR PANEL ARIES W/FULLw THREADED PENETRATION TO - 1/41 TAPCONS PLYWUOD. (SEE SCHEDULE) W/1 1/2'MIN. EXISTING/)yMpin. 1/2'PLYWOOD THREADED PENE794TON REO•D(lYP) IN/FASTENING (SEE SCHEDULE) TO STUDS AS PER SECTION 2304 OF THE ALTERNATIVE 13 FLORILN BUILDING CODE. SCALE: 1/2'- I' ALTERNATIVE 14 NOTES: SCALE: I/2'v I' T. INSTALLATIONS ARE ONLY VALID FOR MAX.A.S.D. DESIGN PRESSURE RATING * VALID FOR MAX. A.S.D. DESIGN PRESSURE RAITING +50.0, —60.0 p.s.f. FOR UP TO AND PANELS LENGTHS AS PER SCHEDULES ON SHEET 2 78" PANELS LENGTHS, AND FOR +50.0, —50.0 p.s.f, FOR PANEL LENGTHS GREATER 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17 THAN 78rrp►4b0,,V8" 3 FOR NEMBEit PINE Na 2, W/SEW WOOD PECIFIC DENSITYAME OF OF 0 55 ION ORMEQUARS TO 8E SOUTHERN ,,,1r11P'�A A.•TII,��I�.' vt 1 N0.44167 1 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) *• * '* 02017 DISCO,WC. 0.050" BERTHA ALUMINUM STORM PANEL L•a NOTE FOR COMBINATION OF SECTIONS: (2.00" DEEP) DRAWLYr. WALL MOUNTING SECTIONS CAN BE - COMBINED IN ANY WAY TO SUR ANY INSTALLATION J EASTERN METAL SUPPLY, INC 07DATTE/:" ' IL EC O�N�. .26E WEST RM05 pie{ • _I A G�.,•' TIWT TESTING a ENGINEERIN°COMPANY WEST PR171 . 0] U93 Nw.xa.s4 SN.07.Y1IImM G,IR"S.rt U,■ PHONE'(561)709-09-e26126.X F LAX: 17-097 "• En"w:L0lp)t-160. ED-0006719 DRAWING No WALTER A.TILL"A.,P.E. aD`s'as ` SWEET 15 OF 17 FLORIOA Uc.A416T KAMMUM A.S.D. DESIGN PRFSSOM RATING (p.s.L) AND CORRESPONDLVG mAXajum ANCHOR SPACING SChKQL R FOR INSTALLATIONS INTO WOOD FRAmF guiLpllVrs Aai A6 w0°FAsrznERS APPLCAKE TO Asha OL9°N x0°0 FASIDAW A.PUOWE r0 Mvwruu IIG00 rASRH[Rs A•PN^wel[ro /foes.RE RET.TAIA4 IMIQYM X KI0NNI11ES I! wK'Ax.W RAla /BCSh.IR KRiMMT146 ! .WmMW PAKL ASD OLDGN xD/APC'ON .lNr C0Y66MIXW LowN t'(n) REODUR SOrAPCON P.V�IMfE3 ANr Cri1lsM) [LIA.'M t•!n) Mxaua: ,cD.uKr AMllsxl[S KIF11N1/MS I• LrNa AAI'RNAI PANF3 RA1X4c(p.,./) rAKOWS Bx(IWR I,nf of R8M lPal) TAPGOII9 LI" I4ls a R10V Ax11NG(P•./3 TAPLYWS S.GTAPC(n AN'Gf1 ND, IENcrN t•(n.1 AA,awla TNG 12' N/A WA I(TM) 12' N/A N/A }(TOP) 12' WA WA i(TOP) 12' N/A /4/A 1(BOTTOM) 12" NIA N/A 1(BOTTOM) 12' N/A N/A 1(BOTTOM) 12' N/A NIA 2(TOP) 12' N/A NIA 2 (OOP) 72. N/A N/A 2(TOO) 9' N/A NIA 2(BOTTOM) 9 N/A N/A 2(BOTTOM) y' N/A N/A 2(BOT10M) 9' NIA WA 34()DP) 9" WA N/A 34(TOP) g• N/A N/A 3A(TTIP) 9' N/A N/A 3(BOrTOM) D" WA N/A 3(BOr7011) 9• N/A N/A 3(BDTTOLQ 12' NIA WA 4(TOP) 12• N/A WA 4(TOP) 12• N/A N/A f(TOP) 12• NIA NIA 4(BOTTOM) W NIA N/A 4(80170`) 12" WA NIA 4(BOTTOM) 9• NIA N/A 54(TOP) 9" NIA NIA 54(TOP) 9• NIA NIA 54(TOP) S. NIA NIA 5(BOTTOM) 5 1/2' NIA NIA 5(BOTTOM) e" N/A N/A 5(BorTOM) 9' N/A WA 6(BOTTOM) 5 1/2" NIA NIA 6(BOTTOM) 8' WA N/A 6(BOrIDM) 140.0. -40.0 B I/2' N/A N/A 7(BOTTOM) 1'-0' 140.0,-40.0 5 NIA NIA 7(BOTTOM) >8.-0" ♦40.0, -40.0 5 1/2' WA NIA 7(BOTTOM) B'_O` OR OR LIP UP TO UP TO OR LESS N/A 12' 12' 6(TOP) CESS LESS NIA 12' 12' B(TOP)• 13'-0'• ♦60.0, -60.0 NIA 12" 12' B(IOP) LESS N/A 12" 12' B(BOTTOM) NIA 12'• 12'• B(Borrow) NIA 12' W B(BOTTOM) NIA 12' 12' 9(TOP) NIA 12'• 12'• 9(IOP) NIA 12' 12' 9(TOP) 12' NIA NIA 9(BOTTOM) 12' NIA NIA 9(60770`) 12" NIA NIA 9(BOTTOM) 6' NIA NIA 10(BOTTOM) 5 1/2" NIA N/A 10(BOTTOM) 6• NIA NIA IO(Bornow) 9' NIA 9` IIA(TOP) 9' NIA P. IIA(TOP) 9` NIA/ 9 11A(10P) 4' N/A 4' it(BOrmu) 4'.. NIA 4'w i l (BorTOM)•• 4"• NIA 4'• 11(BOTTOM) 6' NIA N/A 13(OOP) 6- N/A N/A }3(TOP) 6' N/A NIA 13(TOP) 6' NIA N/A 13(BOTTOM) 5 1/2' N/A NIA I3(BOTTOM) 6' NIA NIA 13(BOrwAo f" 1' 1' f4(BOTTOM) 4'•• 4'•• 4'•• 14(BOTTOM)•• I'• 1' 1'• H(BOTTOM) • USE 6'OC SPACING FOR PANEL LENGTHS LARGER THAN to'-0"AND USE 12'OC • VALID ONLY FOR UP TO 150.0, -60.0 p.s.l. MAX.AS.D.DESIGN PRESSURE AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EWAL OR SNORTER THAN 10'-0' R 7?NG WITH 78'MOXPANEL LENGTHS OR FOR UP TO 150.0, -50.0 p.s.f. VALID ONLY FOR UP TO }OB"PANELS LENGTHS MAX.A.S.D. DESIGN PRESSURE RATING WITH 96"Max.PANEL LENGTHS •• ' F 7 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0.44167 OW17`TECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL Lc. * (2.00" DEEP) aRAxN Br. ly 1L EC O�M EASTERN METAL SUPPLY, INC 071261f7 .266 nT READS DAnt TILUT TESTING! ENGINEERING COMPANY KST PALM BEACH,R 33407 V,.,111 abs NN. v.lab.MsoNu cwmac n.ll,aa PHONE(561)209-826.{FAX:(561)841-1716 -oW67l17-097 ORAxe4cAro EB-0008718 WKTER A TUrr Jr.,P.F. 619 11lM SHEET 18 OF 17 FLORIDA Lit 44,67 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.sf.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULF, FOR INSTALLATIONS INTO ROOD FRAME BUILDINGS uM'1WM MWD!STENLRS MVLA'.1BlL IO W000 FASTENERS' APPLMIME 10 uAx1 WOW FASRNERS nWl[lANmRBNATM3TA£5/! 4alru� vnnCr �nPNE55URE REGULAR M'4�RS ]CAfNIM3/A uuruUu AwCt ntxN MG/i.W MSa.W rt3 '�LNNniMS/! MIfMLv pMIE[ A.VREssuRE MTAAAB Sc1APGON CW6N1.1I,gR (ENL]Nu'1"!II) spFESS .GtAACYM' ANY C(NI&wITroN tFNCIN 1'(Ir) sc TAP(YRI Ps OulbN1RON LCNCIN 1'(It.) AAnNG(p.4I) NPCONS F un rE nus O'> (P.n.r.) rArmNs IYAnr it rvAs cr 1NeM aArwc(pvl) 1A s pwG.uIT rvAs µor ron 11, N/A NIA I(IOP) 12' N/A NIA I (TOP) B II?' NIA NIA I (IOP) 11' N/A NIA I (BOTTOM) 12" NIA NIA I(BOTTOM) 5' NIA NIA I (BOTTOM) 11' NIA NIA 2(TOP) 12' NIA NIA 2(TOP) g• NIA NIA 2(IOP) 9• N/A NIA 2(BOTTOM) 12' NIA NIA 2(BOTTOM) 9' NIA NIA 2(BOTTOM) 9' NIA NIA 3A(TOP) 12' NIA NIA 3A(TOP) 8' NIA NIA 3A(top) 9- NIA NIA 3(BOTTOM) 12' NIA NIA 3(BOTTOM) 9" NIA NIA J(BOTTOM) 11 NIA NIA 4(TOP) 12• NIA NIA 4(TOP) 9' NIA NIA 4(TOP) 11' NIA NIA 4(BOTTOM) 12• NIA NIA 4(BOTTOM) 9" N/A NIA 4(BOTTOM) 9' NIA NIA �(TOP) 12- NIA NIA SA(TOP) 6" NIA NIA SA(vp) 3 112- NIA NIA 5(BOTTOM) 4 NIA NIA 5(BOTTOM) 3' NIA NIA 5(80 7710m) 3 112' NIA N/A 6(BOTTOM) 4 NIA NIA 6(BOTTOM) 3 NIA NIA 6(BOTTOM) +60.0. -60.0 3 112' NIA NIA 7(BOTTOM) 140.0. -40.0 3 1/2' NIA NIA 7(BOTTOM) '13 &" +90.0. -90,0 3' NIA NIA J(BOTTOM) UP TO ON UP TO UP TO UP TO OP 180.0. -90.0 NIA 11' 6' B(TOP) 15c,:. 60.0. -60.0 NIA 12'• 6" 8(TOP) • 12'-E' •100.0. -110.0 NIA 12' 6- B(TOP) LE55 NIA 12' 6' 8(BOTTOM) NIA 12' 6' 8(BOTTOM) NIA 12' 6' 8(BOTTOM) NIA 12' 6' 9(TOP) n/A 12' 6" 9(TOP) N/4 12' 6' 9(TOP) it' NIA NIA 9(BOTTOM) 12' NIA NIA 9(BOTTOM) 9' NIA N/A 9(BOTTOM) 3 1/2' NIA NIA 10(BOTTOM) 4" NIA NIA 10(BOTTOM) J' NIA NIA 10(807TOM) 9' NIA 9' IIA(TOP) 12' NIA 10 112' IIA(TOP) 5' NIA 6' 11A(TOP) NIA NIA NIA II (BOTTOM) 4' NIA A-•• 11 (BOTTOM)•• NIA NIA NIA II (BOTTOM) 6- NIA NIA 13(TOP) 12" NIA NIA IJ(TOP) 6' NIA NIA 13(TOP) 3 1/2' NIA NIA 13(BOTTOM) 4' NIA NIA 13(BOTTOM) J. NIA NIA IJ(BOTOM) NIA NIA NIA T4(BOTTOM) 4-.• 4"•. 4'•• 14(80770M)•• NIA NIA NIA 14(BOTTOM) • USE 6"OC SPACING FOR PANEL LENGTHS LARGER THAN 10"- 0'AND USE 12'OC AS SHOWN ON SCHEDULE FOA PANELS LENGTHS EOUAL OR SHORTER THAN 70'- 0' a• VALID ONLY FOR UP TO +50.0, -50.0 p.s.l MAX.A.S.D. DESIGN PRESSURE RATING WITH 708'Mor. PANEL LENGTHS. ybQ�;:�CEF�SF•r���= FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NO.44167 :20T7 110ECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.c. ,. (2.00" DEEP) DRAWN Br EASTERN METAL SUPPLY, INC °'/A IF, a '• IL ECOIMt. 6 ��` •+b�.'`((F 4268 M B ROADS F 0334 F. '�,'s/�I 1`rO•.' t� ,\I TILLIT TESTING k ENGINEERING COMPANY WEST 209-BEACH, : 7640] SIGNALE��', � �^ A•.105.SSSCNN 9MOfl5,n.J)ree PHONE'(561)209-4263.FAX:(36()841-1)16 11-097 6]55 • (b5)! ES 510.Ta.:(JOS)071-1511 DRAWING No EB-0006719 nn •.•fAA••• WALTER A.TILLIT Jr.,P.E. 5— rzr SHEET IT OF 17 FLORIDA LSO.44167