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Building Permit Application
All APPLICABLE INFO)) MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED � Date: // �• 10. Permit Numr.RE �-7 oC3 RE"CEIVED s Building Permit AppliL 11 2019 Planningand Development Services ng Department Building and Code Regulation Division2300 Virginia Avenue,Fort Pierce FL 34982 ie Co u n tY, FL Phone: (772) 462-1553 Fax: (772)462-1578 Commercial Resl en la PERMIT TYPE: PRQ609 11I PROVEME fT LOCATI+D I .` ;: m Y ,,. y ea r Address: 6004 Balsam Dr,Fort Pierce,FL 34982 Property Tax'ID#:3402-610-0540-000-3 Lot No. Site Plan Name: Block No. Project Name: Thomas Fuhr ,.�' � n' x �° x��.,r r ji' DAILE[? DECRIPT{QN{ PQRK�� ` x Installation of Hurricane Protection �� j7.e-1 l4 p e n 1 n 03- Additional workto be performed under this permit—check all that apply: _Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors Electric —Plumbing _Sprinklers _Generator Roof Pitch Total Sq. Ft of Construction: Sq. Ft.of First Floor: Cost of Construction:$1,655.75 Utilities: —Sewer _Septic Building Height: .0", k^x3RCx.++U-+ C} � a 'sx w C"ERES3 ~ . A " - Y NameThomas Fuhr Name:Robert Altino _. Address:6004 Balsam Dr Company:Galeforce Hurricane Shutters,inc. City: Fort Pierce State:FL Address:1429 SE Villiage Green Drive Zip Code:34982 Fax: City.Port St.Lucie State FI Phone No.772-464-1148 Zip Code:34952 Fax: E-Mail: Phone No 772-337-6200 Fill in fee simple Title Halder on next page(if different E-Ma ilgaleforcetc@gmail.com from the Owner listed above) State or County License CBC1251430 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRIJCTlflN LIEN U4W INP3RMATION :` �'� j� e 4 DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLEHOLDER: Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certifythat no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holderto build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenantsthat may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that 1 will,in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exemptfrom undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN RNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of Owner/Lessee/Contractor as Agent for Owner StgnatUr'e of Contractor STATE OF FLORID STATE OF FLORID COUNTY OF COUNTY OF The forgoing instr a as acknowledge afore me The fprgoing in n as acknowledged before me this day of _,20 0by this//�day of 20f&by JI P T r-) )q10 n Name of person making statement. Name of person making statement. Personally Known` OR Produced Identification�, Personally Known ! OR Produced Identification Type of Identification Type of Identification Produced Produced — _ (Signature of Nata ub ic-State o lorida ) (Signatur .; :; IGIYCDMMISSI < ?!p AUDREY B.HUMPHREYAUDREYBffiHREYCommission No. Commissi EIdISSION#GGA 0)N# G 300817 - EXPIRES:March 6,2023 =A EXPIRES:March 6,2023 F Ft• Bond d Thru Notary Public Jriderwriters REVIEWS FKUN I tMMiMSOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev. i I i ... �.i , A6 1,46 As gal Ur Ve. HURRICANE SHUTTERS, INC. PANELS - ACCORDIONS - BAHAMAS COLONIALS - ROLL UPS ---711 Property Information Building Information Owner: Thomas Fuhr Wind Zone: 170 NTH. Address: 6004 Balsam Dr Exposure Category: B Fort Pierce,FL 34982 Minimum Building Dimension: 5 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Pressure(psf) Pressure(psf) I Int 12.5 92.5 7 29.8 -32.4 2 Int 25 36 7 31.2 -33.8 3 Int 37.5 61 7 30.2 -32.9 4 Int 37.5 61 7 30.2 -3F2.9 5 Int 25 36 7 31.2 -33.8 F Pro 72E 3 4 5 6 Int 87.5 94 7 27.6 -30.3 7 Int 37.5 50 7 30.6 -33.3 8 Int 37.5 61 7 30.2 -32.9 9 Int 37.5 61 7 30.2 -32.9 10 Int 62.5 61 7 29.2 -31.8 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of I Opemng��� 1. .050 Aluminum Panel(V) (front) 2:'.056Aluminum Panel"M. (front) . ,. 3. .656 Qluminum,,Panel`M (back) '4: 050 Aluminum'Panel'M- (back) S. 050-ALuminum Panel M. - 6, .060 Aluminum.Panel'(V) (back) `7:..050 Aluminum Panel(V) (left''side)` ' 8:r 050 Aluminum Panel ' (left'side):,, 9.' .050 Aluminum'Panel.M (leffside) m X10: 050"Aluminum'Panel M, 6 5 4 3 7 8 m lI 't LL cu N U) cB m U 0 0 a� 9 F' 0 U- 10 1 2 CO'TWOM E-TEMPEST.COM SCALE: NOT TO SCALE DATE: Jul 09,2019 PAGE DESCRIPMON: Site Plan •. _ PAGE: OF+ , 1 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 orsystent) Address: 6004 Balsam Dr, Fort Pierce, FL 34982 Type of Structure: PERMIT#: Dev. Device Device Approval ing OpenOpening Shutter Shutter #Storm Anchor Header # ! Type Manufacturer Widdi Height Width Height BarsReq. S acin Reinf.Reg 1. Panels EMS FBC 12 ! 86.5 12.5 92.5 12" No 2. Panels EMS FBC 24 30 25 36 12" No 3. Panels EMS FBC 36 ( 55 37.5 61 12" 1 No 4. 1 Panels EMS FBC 36 55 37.5 61 12" No 5. j Panels EMS FBC 24 ' 30 25 36 12" No 6. PanelsEMS FBC 84 88 87.5 94 12" No 7. Panels EMS FBC 36 I 44 37.5 50 12" No 8. 1 Panels EMS FBC 36 55 37.5 61 12" No 9. Panels EMS FBC 36 55 37.5 61 12" No 10. j Panels EMS FBC 60 55 62.5 1 61 12" No 3 a 1 I I 1 i i i 1 r i I i Florida Building Code Online Page 1 of 2 SCIS Home I Log In I User Registration i Hot Topics Submit Surcharge Stats&Facts i Publications f FBC Staff BCIS Site Map Links ,Search Florida IsProduct Approval Is USER:Public user teat Product Aooroval Menu>Product or AODlicatlon Search>Application List>Application Detail • k FL# FL11964-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived D Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@eastemmetal.com Authorized Signature Bill Feeley lrodriguez@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 El 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. R 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 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 Summar y 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 FI 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 ASO and 4'-10"for+90,-130 p.s.f.ASO 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. 117-089 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.PD 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.ASO and 2'-8"for+58.0,-58.0 p.s.f.ASO 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 E-1 E— Contact Us::2601 flair Stone Road.Tallahassee FL 32399 Phone:850-487-I824 The State of Florida is an WEED employer.Conyright 2007-2011 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: ®9-9 M Credit Card Safe https://floridabuilding.org/pr/pr�_app__4tt.aspx?param=wGEVXQwtDqsxYleb4opODchXga... 4/23/2018 /I I L1 ECO wc.� TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT M,P.E. filteco@aol.coin FL P.E.License No.44167 PRODUCT EVALUATION REPORT FL H.B.License N o.0006719 REPORT NO.: 17-0726.02 DATE6 July 26,2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT:SUB-CATEGORY: Storm Panels PRODUCT NAME: 0.059'Bertha AluminumStorm Panel (2"deep) MANUFACTURER: Eastern Metal Supply, Inc. 4269 Westroads Drive West Palm Beach, horida33407 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 I 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 interidedat 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.I: 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 Tiltecq. 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. 2.2. TEST REPORTS: Large missile impact load tests were performed n -1996 standard as per section 1609.1-2 of the Florida Bu dinqtcN8. �tati(-%Load t 6355 N.W.-36th Street,Spite 305,Miami,Florida 33166-Phone:(30 L5 -. (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 Hattem,. P.E., Report No. '0119.,01-06, dated. July 5, 2006, signed and sealed by William R. Mehrier, P.E.,and Henry Hattem, P.E. Tensile test reports # 5DM-377, by QCM,Laboratory, dated April 26 2005 and sighed 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: Ori 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. 17-497. 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. 17-09.7. 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 Ev ) tierxgcument (P.E.D.), drawing No. 17-097. Minimum separation to-glaj dLarVo eated on sheets 4 thru 8 and 12.thru°15 of 17, of Product Evalq nt . . . drawing No. 17-097. �`e •' . � a a <e. V r OmIDN ' 0 PRODUCT EVALUATION REPORT-NOs 17-0726-02 3 S. 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 1,51 6, 6A, 7, 12, 13, 14, 14A and`15 of 17, of Product Evaluation Document(P.E.D.), drawing No. 17-097. 7-LIMITATIONSAND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 7,' 8'$ 9,. 10 and 11, indicated on sheet,I of 17,of Product Evaluation Document(P..E.D.), drawing No. 17-497 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. 73. 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). wl E R A /VO, -�V'q 2FNmN NOT<L• 1,STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE.THIS STORM PANEL SHALL LZ BE INSTALLED AT 9,1) MINIMUM EMBEOMENT OF TAPCON ANCHORS;S.G.TAPCONS, CLCO PAN£LMATE.ELCO TVAS, HIGH VELOCITY HURRICANE ZONES(MAMI-OADE/BROWARO COUNTIES). INTO THE CONCRETE BLOCK UNIT SHAD.BE 1 1/4% DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE'MENTIONED CODE, &2) -3/4'0 SOLID SET ANCHORS SHALL BE 04TERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AN NO EMBEDMENT INTO STUCCO SHALL 8£ 2'LOTED. NFOR OT A DIRECTIONLAUTY MAXIMUMC{OR Kd-0.85,USING t{PRESSURE 7-10RATINFOR O INSTALLATIONS NSTAL TI UNDER ETS 2.2719 OC AN 7.SHALL WITH NO NO STUC0-20 CO. USED SHALL 8E 1 i/2"LONG MINIMUM SHOULD STUCCO EXIST,AND i'MINIMUM FOR WALLS 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 AS.D,DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHAD-BE AS INDICATED ON NOTES TO C014PARE THESE W/MAX, (A.S,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS Z 7,9 THRU 17. IN B.1)& B.2)ABOVE, IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS RE,D,AS TESTED WERE NOT OVER STRESSED,A 33X (C) TO EXISTING WOOD FRAME BUILDINGS.SEE SPECIFICATIONS ON SHEETS 12, 13, 14 & 15.ANCHORAGE SHALL BE INCREASE IN ALLOWABLE 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 WO06. (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFlCATION5 OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION MANUFACTURER. 1669.1.2 OF THE ABODE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS 111 0321.01-05. pI 0812,01-05 AND I) 0119.01-06.PER ASTM E 1886-02,E 1996-02 AND ASTM E-330 STANDARDS,QUALIFIED FOR WIND ZONES t, 2 AND 3; MISSILE TYPE D(BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 7.PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS i THRU 13 6.2.1.1 AND 6.2.1.2 OF ASTM E 1996-02. (SHEET 4 THRU 6) EXCEPT THAT HEADERS 2. 3. 34&4 SHALL NOT BE USED. 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. B.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3,ALL ALUMINUM EXTRUSIONS S ALS.SE ALUMINUM ASS L4710N 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR STORM PANEL COMF'ON£NTS 4 STUDDED PL AT£AND SNAP CAP ARE PATENT PENDING, WOQfl FRAME BUILDINGS. 4,ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ATM 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 ksl.YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&SMALL COMPLY W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION, CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH, SECTION 2411.3.3,4. S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. 16. (a)THIS P.CD. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROQECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE RF-C. 6.ANCHORS To WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) (p)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATIGN INCLUDING LIFE SAFETY OF THIS -114'0 TAPCON ANCHORS AS MANUFACTURED BY LT,W.jBUILDEX. PRODUCT, BASED 04 THIS P.EA.PROVIDED HE/SHE DOES NOT DVAATE FROM THE CONDITIONS DETAILED ON THIS -1/4-0 S.G.TAPCONS R MANUFACTURED E ITVIf .W./BSUILDX. DOCUMENT. CON5IRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4-0 PANEL MOTES ANCHORS MALE OR TVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4.0 X 3/4•SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY, (c)THIS P.E.D. WILL BE CONSIDERED INVALID 6 ALTERED 6Y A1iY MEANS. NOTES: (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL AL1)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 WH0 WILL BE RESPONSIBLE FOR THE PROPER PANELMATE AND ELCO NAS IS 2% USE OF THE P.E.D. ENGINEER EOF RECORD,ACTING AS A DELEGATED ENCINFFrFFt TO THE P.ED.ENGINEER,SHALL SUBMIT TO THIS 1A171b2 _ A2)3/4`0 SOLO SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED COWR£(£. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REWEW. STUCCO SHALL BE PERMITTED. -1/4.0-20 SCREWS USED SHALL 6E 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR (0)T�1HHIS AT PP AREIt, DEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WALLS WITH NO STUCCO. 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 YRTH SECTION 1709.9.3 OF FLORIDA BUILDING CODE, ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. SMALL BE AS INDICATED ON NOTES hi)&AL2)ABOVE. (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 ITW/SUILDEX. ,IpfYFta//Jirsf� -1/4'0 PANEL MATES ANCHORS MALE OR TVAS AS MANUFACTURED BY ELCO'CONSTRUCTION PRODUCTS. i17�R�Yr r� THIS DRAWING SHALL ONLY BE USED TO -1/4'0 x 3/4'SOLO SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. *1111 ,.,•/L(Jt,'-«. OBTAIN PERM17S IN THE STATE OF FLORIDA NO.44167 ? FLORIDA BUILDING CODE (Non Nigh Velocity Nurcicnne Zone) T 7 ? m2o:r 7&TlGq vn. 0:050" BERTHA ALUMINUM STORM PANEL to STA• (2.00" DEEP) ma1P'rr 6r+ �I1 T INC. EASTERN METAL. SUPPLY, INC 'y>a�,+t•1' 4266 WSS,AYNOS IRA£ ! A TILUT TESTING a ENGAIEEMNG COMPANY I&ur PALU ma4 FL.f4U07 17-097 3-H 'L."5.YfK.cwom R AMw A4AME:(667)202-a2Ea.FAX'(560341-016 � ••," MMus.a � -sm,h.,(30)0"-'Mf outona an mv... Nwvm+ art CRA9X7 14, E9-e006716 ti#a M3-b.T T WELTER A 71LLG Jr..P.E. SNC[T 1 OT/7 n.OPofY4 Ue.44167IF I 74.101-(TOTAL WIDTH) 8.151'(TOTAL WIDTH) 12000'(EFFECnVE MOTH) 6.000"(EFFEC17VE WIDTH) no" /Rd PRFSSL A 0704.Ba0 1. - '----+ -!1770- rAxlr<�rnL� SD DESTGIV FRAMt N 1.070" #I �- 1.070`i ULA& ) n AN .vaL c�u { D.son` Q@as sr AXA)F a t { n Ran-mP.r iCOBRESEPRUM MAYn4I►TAI PAM LR►02H 1"SCH .Ol a (X250" M1 PAAW RETAINED AT BOTH PAffFM JWAMW-AT LEAST 1 -1 2.020-G- -4 2020'-- -4 202o" Ems mm 4BACw DT ONE OF TXEIR ENDS FULL PANEL W/ HAMMED EDGES HALF PANEL W/ HEMMED EDGES m®IDS®@0 i TRACKS OR DIRECT IIfOtmm# 000 OR 0* .-----.14.,!75' TAL WOTH--. 1.-�--8.4255.0.'(TOTAL K7DTH)_.._--i ADom£ W ✓a,.AWfl.LENOM A10.DEVON Ya*.PANEL LEW::Rr (TD ) PRESSURE RAW L tOJ PRES.'7MC RAW L t 12000-(EFFECTIVE WIDTH) '6.000(EFTECTWE W7DTH)f- 1.070" 170' .D70'� I 1.070' 4.860" r 170" +J0.0 -30.0 13'-0• +30.0. -30.0 la•-o• \IL41@'AlFwRLErc /j. -i \- trite) +J101 -J5.a 12'-8' +35.0 --3510 12-0' o Q o $ +apo. -40.0 12'-4' +7010 -404 771_3' ++aa1 -4sa 12-0• +45.0, -45.a ra'_o• -4 2.o20-i-" -4 2.020`-• ` -4 2.020'�-- OPTIONAL FULL PANEL W/0 HEMMED EDGES OPTIONAL HALF PANEL Wf 0 HEMMEQ EDGES +5a,o. -Saa 11-0' +sa.o -50.0 91-0' +550, -55.0 r0'-0' +55,01 -3-110 8'-2" Q STORM PANEL sa":7/t'a 1" +60.0, -6A0 9'-4' +60.0. -60.0 7'-6' +70.0, -7A0 8•-0- +70.0, -ALO 6'-5' +80.0, -8AO 7•-0" +80.0, -80.0 5'-8" COlJCR£lE ANCHORS(SEE SCHEDULE) MJA r rm,r 1 Min. +90.0, -9A0 6'-3' +90.0, -90.0 5'-0" 0 0 0 0 +90.0, -100.0 3'-7' +90.0• -100.0 5'-O• rl-17 Fr 1! 11 I ! ± F { 7 1-1 y^r5'-1' +90.01 -710.0 51_0• +9010. -120.0 4'-8` +90,0, x h +90.0, 111 -4414 MAX:A.S.D.DES10N PRESSURE RARNG&A WMUM PANEL A A_ FOR LVTM LENGTHY REMOVABLE PANELS AS PER OSAO,50.0 p � 17 t5 / PANEL + LENGTH MAX.A.S.D.TH DESIGN PRESSURE RATING&A"WUM PANEL LENG FOR dfDUNrING AS PER ALT£RA64TIYE11 AND 14 �r7fllp�✓i ON SHEET 14A AND 13 OF 17,R£ IWELY.ARE rg +50.0.-6A0 P. l FOR 78`7,fox.PANEL tE'GRi ii }} 11r171'(G� ,i'•il 71,�' L� Sao. -50.0 P.S.7•FT7R UP TO 70E"PANcZ CONCRETE ANCHORS(SEE SC1I£DVLE) -3 4'tf 'Rik k .,.-L T� .w• +%� STORM PA NEt 7 un �ti ;. \v NSP •. L >> FLORIDA BUILDING CODE (Non High Vefocffy Hurricane Zone) TYPICAELEVATION N0.44167 07017 MUM,me 0.050" BERTHA ALUMINUM STORM PANEL x/z {2.00" DEEP} 114 Max. GAP 114'"ax cAP '' +' �„• nw,Ma•Lm oe? £ $ 4s° EASTERN METAL SUPPLY, INC Lz,7e i1LlrS TMN0 do Excl"EWNtr cO+LPANY WEST PPAW SIX0%FL_3300 T7-05:7 tiT +/ ws+eu.x+..a sv.ae.,wcr..wmoN,n s„u Prrta�tssr770e-aiss,rA+e Cssrlair-7717 SECTION A-A AS!(1N'L F •:1saf4 =o"0dfilis 1xix' r"1 a.w uw.ms nrt en.r x.cvro as DRANavO Nn K T.5. WALTER A.TRAn Jr„A.E. as°j"c'� SHEET 2 or n n.MDA Uc.44167 2-241 9010 OP.x doto p maywr Ntff WARfM T- -0e _47 ,4ff W�� 'I'w C"t e .arm L t —4. 7- TRACK nk,WAOPrIONAL I' AL" *U" OVAD OW HEADER (g) 'U'HEA @) .3-MAX, AWLE WILD QUE M �:44V-1* .1.4,vv*-1* .ISO. X&I -20 So&5no r. Fj TO AhQZ ve.-zo x I Lqmwr SPACUCS SHOW wa C LX mcglom ON strpow AmwWrfm 1 WT-- @9W WALL 1,7Q0,61J2 M REVERSED -f-ANGLE TRACK (9) 'r- TRACK STUDDED A ANGLE WITH ANGLE WITH STUD SUM .2 '0-20 mmy a sw *hsm TO ftAfE 0 War 2. Am* LARGE KEr HOLE WE= f) IL KEY HOLE(OPTIONg ROUND-ME-ALEAM Ar..085- Tltl/i:�. @ KEY HOLE AT PANEL @ 127 HOLE WASHEREA jl.-mO-—&1W No.44167 Z, *q -1 .... FLORIDA BUILDING C( m High Velocity Hurricane Zane} D.O. A 02017 mma A� 0.050' BERTHA ALUMINUM STORM PANEL Lr- YA'. (2.00- DEEP) mrol st DETAIL f: swo wl mAo fvur its V7491f? EASTERN METAL SUPPLY, INC 11LIE 4,W Mr ROODS MIC COUP IfLUT TESTMO a(NOINEEWHO COMPANY rA warms.n sue. PCNc W=PALM SCACX FL 35407,_1705 17-097 (681)MP-Ma fAX(561)54 — 1— QVWM)A, C.RoMirfN 41 rmDA U+- IF 41 WAUR A.nLur J'-i7pr �-4 SKEET 3 Or 17 �. 8 CmT. ` pDURtb CONCRETE DR _ CONCREPE ANCHORS \ CCRETE BLOCx IrALt CW. CYRErE ANCHORS (SEE�EM Mtlx. (SEE SCNEDM} REDLaREp t (OPEN WSSYIma�} (SEE SCHEOOLE)..�- - 1.00Ot ,"`�.__, 3 cant •:vSD• ( WA U!% i -� fR4�'AC,ers:) t t 4 POURfO CLL i C°CRE7E F.O. j 1 FIRMED CD. `''; i CQNCRvr 1 REOtARfO 1 t Rl Z REOWRED i i h }'Lha SFPAPArma I !�'• TO MASS Tma ; 1- .To CUSS y ., ��'. •1� i N i 4 1 � �t'wn.SEPAWIM ' u 1 ' 70 CLASS OPTTON!f CONCRETE ANCHORS N SECTION 3A Wa S(PARAOW f I r�'0-:0.r.7v4' t (SEE sCHa") N ; b 1 I BREW EaOR CONCRM ' 67 POURID E6 i P„ BLOCK WALL `+ a ' cONERErE ANcm7Rs7 T' OR CRETE / i 1 �� \ 'tia,\\ c ScaEDULE) OR CKHAL PE f btu WALL i f i ( _ BLOCK 'RO E.A f t�T•49.-WAPAWAI 1 (—a w POSMV i) 7O PASS �-y -� r ---- SECTION 0 ANCHOR S 4 T.125'f J_� (a TE �2w, ( s cane SE TION 9 Cant - WALL j �i'm-1D A MN sEcnN ANtDR "x' ` ' ; T/ara SECTIONatu" 1S" Fa t V 4OCK WALLLrE CaY<R£TE e=LOCK Im!j r i RDCDnxEO { RR/£E6D)1) / 1 � .566• � j I E.D. Oswer OR CCRE7E : r/B':df32' C D• {SEE SCHED' ON ,7 r s Cant Otocx law i asna° WIN A to ar it) CORCRETE vccxORs/ / (Opm POSPIM�) BLOCK H a T:'o c a v ( ScaEDLUE} SECTION 0 STUD TVP. TOP/BOTTOFA ' r L TION � N►iALL YO NTING INSTALLATION Ita 6Et uatiAP�r a2Gr r SECTION 4 ��a ty "�X' Alam ANE EOND+raws scvE:t/:'• r' NOTE fQ4 CDLTBUVAr1ON tlF'SECTHINS: iia�✓ SEOTION D STUD WALL MOUNIINC SECWAS CAN 6E FLORIDA BUILDING CODE (Nan Nigh Velocity Hurricane Zane) MOUNTJNG INSTALLATION COMBINED IN ANY»ar TO SW Aar U6TAtLAT7DN � � � .; c,7OtT rarEcn wG 0.0$0" BERTHA ALUMINUM STORM PANEL L.G SECS/ON SCALE. DR r/:'- T' ? T} (2.00" DEEP) ow sr: W7•:DE74L of SECRON 0=&VALO ALSR t'OR EASTERN METALSUPPLY, INC Y oTCAM w.t wAtL wrm rusmuArmN-smmn:(TDI'} it P M R Xf CRL2 "d ali NEST PRAT 26J,t V 6I)S .1 xlLttr rEsnna a Exclntcarxa COYPAT#Y t7-087 Y Of' 4 �C? usa w.,xl+,u.,c:...wa. rrA a.arma n xila RtORC:(55t)7aR-e:s.x fAC(SeQalr-tire �"' razor:Lxatm+-1sa.ra r tua7arl-real ORAsiMG Rn [e-OOO6T is lox 4a an�la ax m.r ax •..e..ra WALTER A,VLLr�..O,E, ata Js•aaa /74jt s SHEET S Or 17 PLORMA Iia 4{167 tN 7/8•x"2' SOLID SET OR TYCO mol,PANELVAIr OR SC. rAPCONS EiNG SOA SAA E� \ E:D. 0®OR® W/1/4 c-20 SYDEWALX 8M OR 0 I O fT'R G COYCRFfE ANCHORS AT PANSLJt4TF5 �•.-\y 3 Cont 1•tr7. CONCRETE.WCHOn £,p, (SFE SL^1iE'O1! E o. ®OIr®2 O/7J w/1/4 V-20 TRUSSHEAD BOLT.. '• OR SG 7:1PCONS x r (SEE ` 7 ; (SEE SCHEDULE TOR 5?, AG) � \ I —i '\, POURED COACRE7£ I REOU19CO ,•tiTj c \ 4 R£OUIRED�.\\ £O•III— CPOURED ONCRETE ! \.\\\ \\`,\\\\'':\I\ ° \ \\\ \\\ ,1.\\•'\\\ �,4.. \1�\ POURED i R£OUfREO \\\\\\\ i CO.YCREri d \ �\ h \ I IAL1LRItATET OR CONCRETE4i 'p4+ JaC LOCATION REOWRED \ ' i I4 cow. \ VL75-2 l/814• J112 T' OP770M 11 (SEGO CSC Ea'u cj°R' y' SECTION 5A i I I f 1 I I 1'Yin.SFPARA7ID.'V I`Yin.SEPARATION ' cI i 1 10 MASS 711 CLASS I �7•AIXSEPAPATRIN POURED I I I 1 TO GLASS ! I" CONCRETE;\ 1 j i 7/E' f LWI? o /�;ss°Dass I [VFRr STUD F w t I 9 O 12'O.G N/7/e'X J/J7 e o t Cont. i 3 pFNG JRA O t POURED i J7'O G I CCWCRar / OR CONCRETE o + �+ 1,r25' { h Cont RCOCK WALL W OPAON,I2 � POUREO CONCRET[ I! I- / POURED COAYRETF 7•I SECTION 5A ( REQURm RMUIRED I CONCRETE ANCHORS £.A CONCRETE ANCHORS SOLID SF1 OR ELCO m,k FANCLULTE AR S.G 7MC'ON"f (SEF SCNEOLkE) (SEE sCH£DUG[) _ L A % ®©LM® w/1/4b-2D SMJEY/ALI(BOLT 1 Q OR®w/a w/r/�c-To rRuss+*Ao Bar. . CEILING & FLOOR MOUNTING _CEILING & FLOOR MOUNTING DIRECT WALL MOUNTING INSTAL dTION (D M) —sLrA4A710N + INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 70 cuss - SECTION 8 SCALE: 1/7'- ,• 7Y Id1Y O• SCALE: 1/2'- 11' SCALE: t/z' r EVERY STUD 9 012-aC. ! coral. I 1 T- L 7251'1.725' I _ 1 POURED C REQUIRED G.YRETE '_' 1• E.0. (EWE SEE SisrmcE ON sa t1�� ,••1-••[�•�pp��w�I �Gik7 (SCE mHEIWLE)RS� E.7. ] ST/FE75 9 k 10 R 11) ``\� yy� {�•''. ' No 4416! FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) t 02077?Xnm,me 0.050" BERTHA ALUMINUM STORM PANEL LG MOTE FDR ^OYSTNADDV OF SECTIONS: y�(• * (2.00" DEEP) ara1RN or BUILD—OUT & FLOOR MOUNTING WAU17LOOPICEILWG MGUVMG SECUONS CIA BE � EASTERN METAL SUPPLY INC 6,1C INSTALLAT/ON - SECTION 5 ceuBiNED w arr war TO surr ANY fNsrALUTfAv p' �/w`�'�t (L E(�0 N. 426e rLsr aaLos DRtiE o7�le _GSI pIO����t'f" TIWT TESTING t ENGINEERING COMPANY WEST PXY aGd2 FL JL07 SCALE 1 1/2'- I' V =xa aaa sc.,ar us.'n�a+u blmp•,n AIu FNG2:(581j70P-81CJ FAX:(%L)9.1-1718 17-097 ' .... YYI1} Pva t W5J!!EB-0OO8719 LJm1l]I-1671 oor�ra .trenu DR4WIVO No WALTER A.TILLIT J,0.E m IS-c.Y .� FLORIDA Iia AA167 SHEET 5 Of 17 CONCRETE ANCHORS _E D. \t SOLID SET OR ELCO mate PANELMAT£OR S.G. TAPCONS (SEE SCHEDULE) \ 0 Q OR© W/1/40-20 SIDEWALK 80LT OR a POURED }� r-7/8P x 3/32CONCRETES i ®OR @W/@ 13 VI/1/4 0-20 TRUSSHEAD BOLT+ +J PIING NUTS © 12"0.C. REQUIRED 1 E0. £0.-^ (SEE SCHEDULE FqR SPACING) 5.0, TAPCONSAr S OR \ \� \\\\ u4-u 11 t f 1 4 Cont t I t I i S cs POURED ' REQUIRED CONCRETE 1 i j j i E. D. EDGE DISTANCE t `� \N (SEE SCHEDULE ON 1 j i j t SHEETS 9 & 10 & 11) N I �1'Min. SEPARATION U NOTE FOR COM8INATlON OF SECTIONS -� 1'Min. SEPARATION '. W TD CLASS i Z W WALLIFLOOR/CEILING MOUNTING SECTIONS CAN 8E TO GLASS ; H 1 I COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I 1 SIDE WALK BOLTS ARE 3140z3/327HICK t i t 2 i i to HEAD 1.lACNINE SCREW W/LENGTH 7/8'0 x 3/32" j j 4 AS PER NOTES A.2 & 8.2 (SHEET 1) 1 1 i W I WING NUT®� I 1 + + / 1 4 ® 12EVERy O.UC.STDI i HEAD UACH1NE0SCREW WTRUSS HEAD BLTS AREI LENGTH 87HlCK 7/8'd x 3/32" i AS PER NOTES A.2 & 6.2 (SHEET 1) PIING NUT 0-11 c I EVERY STUD i t ® 12'a C. i 11 Cont. ALTERNATE LEG o POURED !LOCATION CONCROR ETE 7LE BLOCK WAiEREQUIRED L POURED CONCRETEREQUIRED £DG£OF CONCRETE ANCHORS SLAB IF CONCRETE ANCHORAPPLICABLE (SEE SCHEDULE) (SEE SCHEDUL Cont. & FLOOR,41 UNTING INSTALLATION LWN �>� L G� `•,' e FLORIDA BUILDING CODE (Hoo High Velocity Hurricane Zone) WALL MOUNTING INSTALLATION17. Q167 s2o»mrEEYt ac 0.050" BERTHA ALUMINUM STORM PANEL La SECTION 9 � �• _� : (2.00" DEEP) nw;rN er. Q ossa/n IL E C O m.. EASTERN METAL SUPPLY, INC are t�, td� ace Nt37 areas MT M =.�A�l �lY �� TiUJT TFSTINC k CNCMCERING COFIPANY wsr PALM BCACi;2 SND7 SCALE: 1/2' = 1' L /.....�•' .no 01' n ar,ee aHone:(sarJroa-e2ex FAX e5608„r-me 17-D97 U�Pr„��L��� ft/ft Pw i(rmAtEB�o D8Jt9(�In'-telt m.m we:aoa ansia ORrNwC No V(l ittttt t! WALTER A.Ttuff Jt..O.E. GD IVDU /.W� t”' rLm4 Lk-asieT SNCEi 6 Or 17 a 6 s v / ----- BRICK V Et xx J ` 2 ^FJ 1/2' BNCX YEENER A£rC6ACRtT£BLOCK cmvcwm BLOCK PENETR4TION tO t 7'7a co KR£TE fp & CON-CR£T£WX ,o r14 a a £tco m e .._._CV=AFC 7'oUR:O CONCRETE 1PX✓Et..1LlT NAS AN"'NCRS OR rf4'I STFEL ANCtC L1NrE4 POURED CONCREw �. if 1/4'OJB'El CO mate —E'KISANG ; 04 CANCJ7E7£&DCK-r '^'` AS APP1fCABt£ 1 �PANfuAAT£nas IV.'CNORs OR 1/4"I STEEL ANGLE 1rNT£t. C i7flt REDFJrR£D a. TAP�IS OR ff4'o£LCD UIV.0 y OR 001 E$BLOCK .. TA-CONS OR tfi'u ELCO UUE AS APPEA:A" i pAteumms(SEF SONEOULE MR SPACJAV. , i WALL RECLAWO i i PANFLNAMS JVZ sdt£DWX rOR SP.MVM `1 f OP77UX Jt SECTION t!A � °'°n°N'2 �g�y SECTION f lA 1'As'.SEPAV tell , 6 TO CUSS F h 1 �/ � GAlCK SAL I 7/4'D-20 z;ff4• i ,� SS BOLTS W/N!/T nur 0 , ]/J2"Is9Y0 O � Ir a a I /'f 1 £.R EDGE C957ANCE / $ SEE SCH[DOL£raJ I 1/4`arm. ! � qf! 1 ;rrEErs g c�rD.0 r:) +SID` WALK 1 PEWET M.9 To 4 �. r Dzrwc t t HEAD a+'ACHMC t%4LENGIftiJ2 JMCK COW-REM BLOCK i tyy £ NOM MR COYW.MM7N Of SECTIONS,* AS PEA WITS A2.k H2(SHEET V i WAtt/nOORTEX^V NOUrma;SEC77ONS CAN BE 7Ru55 NEAo BOt75 ARE7 rorrf8'THICK i i / ' lfUO✓AGilN£SCREW w coaraavED!N ANY Yu7Y TO SlliT ANY fN5TAW7170lJ. 1 € 1 /f h � E7 AS PFR tA7TE5 A2 h H.2(SHEET t) ----------- i ralsavo FJ�,. N9>. 1,1 ftp,A 711 smut `$�� :A// Z. PDtra£n cavolE7r1 114%e'Et00 xYr x 4 FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zana} £y R&Xx� PA%tVA4M nas A&C.WP.S OR Ifo'4 No.4 15 ars17 orb rc 0.050" BERTHA ALUMINUM STORM PANEL Le. TAPCOflS OR 1/4'a aro aut£ _ . PANELaNMS(SEE ZVIVAE IVR SPACM). {2,00" DEEP) OPA>tirr ar. BUILD OUT /NSTALLdTION �! '� a EASTERN METAL SUPPLY, INC °'�/,2 '.,` ,.� E C V 1/!C. 42G6 ftsl pool CRNZ ` • A'�``. 1�\ TiWT TESTWO 3 ENCiNG£k1N6 COMPANY WCS7 PAW 2" 7G J:sUT 17"`Q97 • }'� 1 0.sss NW MIS!4 A..Sts. G'}.4 GWdl M1�1{/ (441}709-876X,fAk�(641)B4f-1176 PPw i(As}8,1-Ism.fa 1(sOs})t!-sail pn.o ettctne. as Utw r zsv,o. art DRAYArN N SGLE: /SJ '" r' " Ffl-0004719 SIDIAL�� 4 YeLTER titt A Et Je„P.E. a9 rs-as a SHEET 84 or 17 ROr. "" FLOUe.44167 Aab4CZNr WERIORL Y ADJACENT1/,-0 UPCONS 0. C. W1 1 112')WM. THREADED PANEL PANEL CONCRETE ANCHORS STORY PANEL 114•Afar. W AT 6'aC. _eAWrmI70N TO rxs7lxc WOOD HrAgER. 114-Alax. CAP In POURED b S,• i -,VR ANY OTHER CONCWE izi TOP TRACK DSA FOR TPA SECTION 8— OTHER 2 B CK SCALE 1 1,12' 1' 114-�-20. 1=0'Will h. SIDEWALK Sam REOUIRED W/ 3132 WnC 14M AT 6 * 8 (eon) 12A.128 8 (Bon) ...... AaA�l I/,'2&V'S 1-7 Et N NT T SVEWALK EVtM W/718"X J132 PAML 7/v 5132" WW NUTS AT REMOVABLE AWACENT W1 7/B'X 13p 7/B' Nur a Onww SWAf PANEL PANEL Atim SEPAR4770M EVERY$WO I WNG NUTS At OVERLAP to GIAZ TO 451ASS a 12'a C. I'l Kil I POURED OR CONCRETE 16 ci 7,Vw x JIM- Ot MUG NUT 0 Evow`STUD 0 12* --114*o aca FAME104TES OR&a TAPCONS W1 2'WM U±L SWD SET OR so P&&7AArl0N AT wwm OR PANCLA447cs ANCHORS 4 e, 0 6'O.C.AT AaJACENTRL77NfLrD 3'' OF PLATE 0 V O.C. PANELS 0 AWACENf PANELS a(Bon) 12A,128 a (130'a) WALL MOUNTING INSTALLATION WALL YOUNVM INSTALLATIQN sEcyod !2A SME. 112'- T- SECTION 128 SCALE I' INTERIORLY REMOVABLE STORM PANEL INTERIORLY REMOVABLE MR114 PANEL SECTIONS PARTIAL ELEVATION MAY. A.S.D DESIGN PRESSURE RATING = +50.0. —50.0 p-s-f. SCALE 1 112'- ............ % FLORIDA BUILDING CODE (Non HIgh Velocity Hurricane Zone) V"17 NOMtJW,Lr- 0.050" BERTHA ALUMINUM STORM PANEL I.0.44167 (2.00- DEEP) EASTERN METAL SUPPLY, INC LAM /17 111MIEC 4266 K=t Rams Aqw VILUT YES11NO&ENGINEERINO COMPANY WWT PALM SEAaq,FL 337 17-097 6m;rs g;s PHONZ^(VTOM-SM FA&(MI)Off-111 . no'nu, rsw rr 1 387?, ES 719 WAITER A, Ll�44167 PEORIA Jr..WALTP.E. SHEET 7 CF 17 PoURED CONCRETE I/4'0-20 S S.IAACHW£ OR CONOW-M BLOCK eOLT W/Nur a WASHER N:Lu aEolnaea d ,2'I a CONCRE7E ANCHORS 7/8'x J/J2' !-2.506'uln. (SEE sCHEDULF) o l• WING NUC® OONCR67E ANCHORS I zsm• �--- ! Cont. ftrcRY STUD 1 POURED CONCRETE D t?"O.C sc a 12'4 C CUT PANEL OR CONCRETE BLOCK 'MALL REOUiRED CONCRETE AMGHu^RS 1.000 POURED £.a. 9 O 12'R C CONCRETE Cont. RFOIlIRED ._ 2"r 2'x.055'TO ALTF"Ir LEC LOC4"M Alcan.ANCLE OR Ganl. \\ .080•J105-H154 SHEET h 2'Y 4'x.123' 3105-H14 OR 6OO-Ta ALLOY METAL A,—BENT PLATE 2 C-L A'--ANS h I �f777 SEPAAMN TO GLASS CASE A Plan) CASE C (Plan) ! SCALE: 1/4'm 1SCALE 7/4'- I' -0m.3103 H-14 OR a ALLOY Cnt AkanANGLE Wni AACHORS a/2'0. � C d T ' I.Om" NU!/A HRLP PANEL -- � �„//4'GIl' 1.0"' 12'a C. —L i YAR$s 3'= POURED CONCREf£ OR CCN�E DLOCK I.mO• I 1 POURED CONCP.L7E M* ! WALL REQUIRED Cont. 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DRtMlC No ..., WALTER A.'0!117 JT..P.E, FLORIDA Lit.44167 SHECT ,1 OP 17 114 a WCONS t14'0 TAPCONS 7 112'mw, ?14'0)APCON'S W/1 W/l W Idw. / , I-," W/1 1/2*— 11 VRE=P097RAI,1011 FhArADED PEKETPAWN X7, ,- ,."T,1 1 — CA=P�MEW To ExislING wow To ICO $cKmao 14 t 0`440V.(SEr SONSOME) 70 rXiSPAC OWD mer VON WOOD f* . SCHEDWX g ,Y4 7;-' It if 7j.T, T V A W=M=Efi HEARER 1 W=WAM RED 1 — I*Ar..TO$&PAfiApOV_ ' 7CLASS Nin. q EPAR00V 1, SEA40TON W CLASS C�A TO CaLASS opnom ALM"N LIVE 1 4 TAPCONS 0 SMAWAM m CLAWctiwE tr Or P-47r(SW EI SCHEAME) wt�Ho how Azkm opnON AL TERM T1 VEEASrNn 0 TAPCONS MR15ADED MI.SCAAM Ww1fz 'OV a PLATE or PLATE(SEE SCHEMW r 114-V-ZO BOLTS F6$0%+) N4 i Ac" $CPAPAIMN To CLASS S a-$ _s1rcp116yv a s 55, III ALZMATIVI 4 EWRY SPUD 1 -a C. Ea 2 wf/ /4, WCOACS t2if`FOR COMBIWON Or=770n 14.uk LA=-Smp 7- PiRrADEV FENFIRATON 0 MIMMIN REMAIN CLOSED TT A94 '10 OF AUX, =11-IM9C HURRArIWE CONVITO.W. WALL MOUNT^'&SECTIONS CAN BE 1+ 1 A, COMBINED IN ANY WAY TO SUIT ANY INSWAZIOV. UILDING gh Ysiooity ..cone Zone) ALTERNATIVE rPfanAPn4� ii.. Sc4a:1/2' 7 0.050" BERTHA ALUMINUM STORM PANEL La (2.00- DEEP) Opimmm D. NOTES: 07126117 EASTERN METAL SUPPLY. I N cAm INSTALIATIMS ARE ONLY VALM FOR MAX ASa DCVCN PRESSL`RE P171415 c SEC710M 0 snio AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 2 11LIECOINC. ALTERNATIVE 1 2,-SEE ANCHOR SCHEME 401V SHEETS 16& 17 run TESTING&rNotwl *nr MIA ask!:fL fL 17-097 .T:.G� ,��?ANT. -(m02vp-a2dx mr(561)&41-1716 SME. 112--I" %6_-M - q - .1 FOR MD11 WOO MAW CONSTRUCV01i IVIOW MEMBERS 70 SC SOUTHERN m-1 1m -.1 — I F9 Flue t- Z_W/speckx DEhvw cr a55 OR'Eatm� WALTER A.TWT Jt,.P.E. WET Q OF 17 0,11A Uc. 114'0 TAPCOMS WOO MUSSES OR fiArMR--\ **-'0 1,71` E5 W "sim 0 24'0,C RE"ED 0 24-a m,�--\ 7 I—PLIKEMMON TO=5110ya7 WOOD,WADER{SEE schmme) ill/ It A 311/ r5al -76) 314 4 ;of "a x CACH JOIT. T EX SLOC4?r SCREW CRZPS Del11 06 4 Cw't Ar MOAM o' Wr"$000 R%A9 KNAM 114*0-20 1 REQUIRED WWD WAC'm lhAwrD ev pvzmwom It To 12"O.C. ty .ti Op?701N 0 L A L TERNA 11 YE 6A ALTERNATIVE . ALTERNATIVE 1 9, 1 SCALE, ?12,- I* (1,W7TED To +W.O, -66.0 p.sf, DESIGN LOAD (UMITED TO +60.0, -66.0 px.f. DESIGN LOAD 7 F-7 AND UP TO 9'-0'Aloy. PANEL LENGTH) AND UP TO 9'-0-Max. PANEL LENGTH) SIPAWMW illt*#rAPCOH.Sav_-s W/I vr Um —W MR&WED Mr,"WOU m fr6p1w WOOD t, liW.AM. SCHrOME) 718-s;r rec 2* I I WFAWAW MAC 111 0 S&-ARAMV TO GIASS tWM STUD 70 CLASS 7 --r- EVERY SAM 0 12-0.C, J/jz, KOM HbCOCR 2 x 6 KID DECK 110a 7 DECK ffo%L 7 0 W1 2-UW.THRrAOrD -i��z;j &w4wm 12 ALTERNATIVE AX&EMEA SO, roccus Z, ji .�410!WICCAS ALTERNATIVE W/s IA-mix 1 112-AM SCALE,1/2' 1' A. 771 ThVAM PDVEW?MV THRMW FD%TM il'xv .......... (SW SCRED" WN ALTERNATIVE so" 6 ALTERNATIVE SCALE: PA".I' SCALr:112-. J* 97�11;lwyjal" W C NOTES 7.WSrALIATION$ARE ONLY VALID MR AfAX AID.DESfCN PRESSURE R47ING NOTE FOR COM31,144110N 01 SEC17014 AND PANEL'S'JEWMS AS PER SCHEDULES ON SHEET 2(EXCEPT AS NOWD) .........jf . V , W4L1f=R1a7L1N0 MVIOMPIC SECYIONS CAN BE 2.SEE AACHOR SCHEDULE ON SHEET IS& F7. COUBWED W ANY WAY TO SUff ANY INSTALIA7,KlY. .1 tbR NEw KDO FFAVE CONSTRUC77ON'WOW MEWBERS TO 6E SOUTHERN pNE Na 2. W1 SPEC=DfAf5TY OF 0 M OR EQUAL FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) .7D17 Maw,or_ 0.050" BERTHA ALUMINUM STORM PANEL (2.00- DEEP) DROWN st 11'0T 0 TAaWS 07126117 W1 1 112-VX EASTERN METAL SUPPLY. INC rAw-- 11LIEC Q INe.(SEE SCAEDULF742es xTsr RaWs cRtir T",uT nmm&J34OMEERM cou, LlRAA7NO No ww P"astat FL 033#07 17-097 FHMI&•tMI)M-8264 fAX 60841-IM ALTERNATIVE mm tat cn.I w�� — SOSLE:112*- I' �- Zmm i —— IFT s"m 0 or 17 WOODTRUSSES OR RAFTER 114.0 LONG ELCO 0 24.0. C. REQUIRED PANEL ABATES OR SG upcoNs W1 2'Klin. PE14ETRA77ON /—TO EXISTING WOOD HEADER (SEE SCHEDULE) 4 x 1/8" +7 J/ Ir i r0-5.32 Alum. TUBE TS a 12"O.C. 44-0 x 314 LAG SCRE3s TO 4. EACH JST. liaUILDEX ! , I I rEKvilScRrwl— LOLOCATEOISCREW 4 Cont. AT MIDW107H OF WOOD HEADER 1 0 6'O.C. Extsrm wooD MEMBER (2'Ulm REQUIRED NOMINAL *70TH) Min. 2 IhRrAWD SrPARA170,%'—' To cuss SEPARATION PENETRATION. TO GLASS A L TERNA It VE 1 0 x JIJ2" 0 y SCALE: 112"= I" ElvW SND NOTES: (LIMITED To +60.0, —66.0 p.s.f. DESIGN LOAD AND UP TO 9*-0"Max. PANEL LENGTH) 1. INSTALLATIONS ARE ONLY VALID FOR MAX A.S.D. DESIGN PRESSURE RATING o & PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. 3 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN P/N,-No. Z W1 SPECIFIC DENSITY OF 0.55 OR EQUAL. 718*0 x 3I32 ✓ t4,hvG mur a 7 i i EVERY STUD 0 12'Q. r- 6 NOTE FOR COUSIN4TION OF SEC77ONS 2*x 6* sV Q WOOD DECK I Cont VIALVYLOORICEILING MOUNTING SECTIONS CAN BE,% REQUIRED COMBINED IN ANY WAY TO SUIT ANY IKSTALLATIOI � ALLOWED) 4167 1,�Ooo (No FINISH MINIi I . 2 x 4 PLAT I cont. REQUIRED I/4"0 TAPCONS W/ 1 112-Ad;n. THREADED . ............ PENETRATION % IWDIVIDN alf)PtATC. 1 (SEE SCHEDULE) I 1 0 TAPCONS FLORIDA BUILDING CODE (Non Highelocl u cone Zone). W�' ALTERNATIVE 9 (TSHR 1 712'Min. -0:0-5V BERTHA ALUMINUM STORM PANEL ALTERNATIVE T-ERNA TZ VE 10 E610 PENETRATION Ot E (2.00" DEEP) DRAWN an SCHEDULE SCALE 712'- I' SCALE 112'= 1' EASTERN METAL SUPPLY, INC 4268 A=ROWS DRAC INSTALLATION DETAILS ON EXISTING WOOD BUILD MUTT n=Vf*&COGNIMRING COMPANY UST PAW RV4V.FL J3407 Rl"C*(501)209-8M ntr(601)841-7706 17-097 AA, A.TUJT41- P.E. SHEET 14 OF 17 MMOA N 44147 PENETRA � t/4x8"EGO m0I4 PAYFAATx, I fXIS1UJG Ilav 1141096'FLCO mate PN£LMATFTIN LRCXIrNAS NCHORS OR 11410 TAPCONS WAS ANCHORS OR 114-0 TA CONS t (SEF SCHEDULE), i / ISCF SCH£DUL£), !1j 7 --- r' 23uL0ti" 500" Fi 11 1.250" WOOD iFAD4M_,, HEADER REWIRED REWIRED w! im ANGE LR7Frxyswc �1 h W STEEL RJG1F[IMEL AS I AS APPLICABLE F .SPP'JCABL£ y i 4 1 i r'Min. F t. N i I"0A s � i ---^�SFPAR,tDA+t i }� 1 I SEPARATION i l 10 Goss , ` (1 TO cuss ; ' ,.._....�. ,¢PTM A OPRON.d2 ALTERNATIVE IIA ALTERNATIVE IIA i NOTES 1, INSTALLATIONS ARE ONLY VALID FOR AAX.A.SD. DESIGN PRESSURE RATING t AND PANL•L'S LENGTHS AS PER SCHEDULES ON SKEET 2(EXCEPT AS NOTED) I'BRICK SILL a °z 2= SEE ANCHOR SCHEDULE ON SHEET 16& I7, 2 DE" 3. FOR NEW WOOD FRAtdCONSTRUC770N,' WOCD MEMBERS TO BE SCU7HERN PLAIr < � PINE No, 2, W/SPECIFIC DENSITY OF a55 OR EQUAL. r i v i It I [x+YRN6 ; 'i 1.Acn ,f'A , i NOTE FDR COM&NA710N OF SECTIO175 P%/EMIZON i wAGL/vGaQR/cE+uM MOuanND sFGrrans caH sF CkNB'JED W ANY{PAY TO SNT ANY INSTALLATION STUDS 2'x 4"571/02 t Cant. O 16'0.0 Max.READ i'AT57tNG Mitt 112"PLYWOOD Mw 114-0 x 8'FICO mole PANFLMAT£ REOD(7YP)W/FASTENING BRICK SILL /X14"a-20 x J/4' NAS At1GF7aRS OR 1/4b TAPCON^'� TO STUDS A$ PFR S,$f#N.rS if/718-9 (SEE SCHFaIHE)TO FXISI7NC PL1'Wr)DD. SECTION 23OW OF WE FI AVA BUlMKG.DE �J/J2'ww NUr 0 12'a a ALTERNATIVE J I tNlar3Frri BUILD—OUT INSTALLd SCAtF: r12'= r` 1'e�4 ,.... ✓ �.,N `r' ,ENS, * UAuD FOR MAX. A.SD DESIG14 PRESSURE RATING +50.0, —50.0 P.5.1. FOR UP TO � � FLORIDA BUILDING CODE {bion High Velocity HGtrricarse Zone} 78"PANELS LENGTHS, AND FOR +50A —50.0 P.s.4, FOR PANEL LENGTHS GREATS °xan rulFca a 0.050" BERTHA ALUMINUM STORM PANEL Lc. THAN 78" UP TO 108" i {2.00" DEEP} OwN1r BY. iL. EC4 EASTERN METAL a+aSsUaRPPLY, INC °'w7r., INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ° ''4� ,l" TILUT &E1O»VE�°=�»p ft pAzu °' `�'SI�N l•�- a1!s rw Ben.xt,.so.xa wcnu warws,a f1+ea '� 17-097 (saFlsas-asax FAT.(sar7e4r-lira fWr,(A°7d7t-,LV.M s GJp),1r1-1111 m:.e 9a:m1 an. eca.. ou.Y�ry urt DARN^NG Na ..,Tera*x�t' Ee-1:!°8119 . as rs-aas tf4n RAtLR A PLLD Je.,P. r..I IA OF 11 FLCRI°A Lie,14161 a „ rJt”v 7ATIYN,M wl 4 1/2•NAu Tt1RFi4GE0 PEJdLTRAr101J To Exsmr; �4r_ ( S' ) r 2Joausr eF 2' SECWASHER a 14 C 718' 3/32' y ��0 12'Jri h9J0.1 O �"LS6 OonL .1 T' I , "S` t MOD HFAOER NEOIR.REO 4 � � N �.�...^_/'N"n.SEPARiTNtI i —y-�—�••—_..•�`e.•_... -'� r 70 CLASS 7 7 i I"Alla.SSAARAOGM 4 TO CL44.S i i t s i U a 7 J '-2O x 314" ) Bom W/ f 4 r € 3/32-w17w NUT O i i 7/8•x J/12" j ~""4'c^.. 12.O.F. r � 72`O C. 2"x4"WOO f-22 xx6REwo�9. i PLATE RE0'0. I.0D0' r 11 Cant € ���,,.„',",`--•"--'—"ti Ea TARCONS OR 1/4-0 QR Coat. ___... ..«..�.-.. ..-.• PANEL A4ATE5 N"/Ff1Lf. T1fiVEADEO 1'bV 71@V TO `- 114-0 Tutors PLY*IXD (Sr SCHEWIEj W/1 1/7'WX EX1SnMC M+». /AA PLY 117 nomme0 Porlw m REO AWA WJ FA57EN1,NG TELL'scok—LO TO S AS PER SECTION 2304 OF THE ALT' RE NATIVE 13 ,xctRw 6W4DWG carte: SCALE:1/2'-1' ALTERNATIVE I SCALE:I/$'a I' NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR WX ASD, DESIGN PRESSURE RA)TNG *VALID FOR UAX A.S.D. DESIGN PRESSURE RATING +50.0, —450.0 p.s.f. FOR UP TO AND PANELS LENGTHS AS PER scHEDmES ON SHEEr 2 78"PANELS LENGTHS, AND FOR *50.0, —50.0 P.s./., FOR PANEL LENGTHS GREATEP. 2. SEE ANCHOR SCHEDULE ON SHEET 16& 17. THAN 78' R d50kj(J,8" J. WOOD SF£CYnC DESOUTHERNOF 0.55 OR EQUAL. TO 8E SOUTHERN PINE'No2, Aitlt � ... w ............ ..P.:y \ v i a No.44167 .i FLORIDA BUILDING CODE: (Non Nigh Velocity Hurricane Zone) w axon IXTELo,Na 0.050" BERTHA ALUMINUM STORM PANEL Lr- ACTS cACTS FOR CCA49LM WN OF SECTXMSS: ACTS* �( (2.000" DEEP) al wN Lm WALL LIOUNTY140 SECT3ONS CAN 9E ' 19`A �_ EASTERN METAL SUPPLY, INC 07/76117 M,,t6INED W ANY WAY TO SUIT ANY tNSTALIAT10H. y��} •,'b, s ���■■�,,■�.., t! ��'4ttt C C IMC. {sfifi FEST Po4os aarvE ~r N nwx YMP40 c ENGWEERING COWFA r wttt PAw WAC n luori-1710 17-097 exa w.w.Spn.37„Sa.%�,MPG'I.WSStS.R 11•!e FixCVE(381}1p9-d�7.,fAJC('.Jdljd{ .,...r CGa+t:lx3)an-43"JO.ra:l�-Un-4sn �:a aao�w wS4 ex r arrunor nn 17A.4wINL Ab E@-Sx�65719 4yy M.u3 y:9Jr t WtiSER A.TR'FT Jr»C.E. 4 5NLET 75 of 17 FIARI6S lie.<4167 x MAXTAHN A SD DESIGN PBESSURE RAIN (j2.sf) AND CORRESE0ND/NG MAlnxf71al,! eNrNnR SPACING SC WEIR FOR INST UATIONS INTO FOOD FRAME R�ILntNrs ASR 4'SICN W."0 TAT7b/Ev5 AW2KA7it fi AS4 I MW 14700$ AWLCO.M.d TO Af4kWiW EC1DD iA5TE8£RS .WCU/8.E M FRE4i6.'E RLIIJLW vANQiNRS AZ7[RN4RfS f t 14ti'NTA1 APAY F.RCSSUR£ F484[pp1T5 ALJfIi}teTA£5 f s 4ULILW PAWL ASR lYSIV PA4'AT(F4./J /A,tiuy.5 SGLNC4Y R, AW C6W9NO1KW tlNO1N t'-(R) ROWD(FP.L) +Raw SO.TAP=Y � AW TYlI&7 " LLA1.7N t'!ttJ FREWLAr ArQ&i SC.IAFw'RY PNAau,m �mwfDYlMSi+rave �M i�'en PANQ w Mp 01 11" WCONS Av4 IV Ml, 0i fJTE11 mwr&-f.) TApC0;J5 M (J R.'tTYOr 1N,5 or MAI 77' NIA WA I OUP) 12' N/A NIA 1(10P) 12' NIA NIA I(10P) TZ' NIA WA 1(601701() 12' NIA NIA 1(som-W) 1T' N/A NIA I(8OT70M) 12' N/A NIA 2(TOP) 12' NIA NIA 2(TOA) 12' NIA, N/A•• 2(TOP) g' NIA NIA 2(SWOU) 9' WA N/A 2(.OTTO4) g' N/A NIA 7(807]04) 9` WA WA 34(70P) 9' WA NIA .14(TOP) g• WA WA SA(10P) 9' WA NIA 3(Born) 9` APIA NIA 3(60ROM) g• WA N/A 3(BOTTOM) 12' N/A WA 4(TOP) 12' WA NIA 4(TOP) 12' NIA WA 4(TOP) JI' NIA WA 4(]BOTTOM) 12- N1A NIA 4(001704) WA NIA 4(807-TOM) 9' NIA WA 5,(Wp) 9' WA WA 54(To-) 9' WA N/A 5A(LOP) 9- N/A WA S(807704) 5 112' WA N/A 5(BOTTOM) A' 44A NIA S(BOTTOM) 9' WA WA 6(007164) S i/2' NIA NIA 6(BOTTOM) 8' N/A WA 6(90Tn7M) +40.0.-40.0 8 1/2' NIA NIA 7(BOTTOM) B'-O' +400,-40.0 S NIA WA 7(BOTTOM) >B'-O' 440.0.-40.0 S 1/2'OR OR h'/A lI/A 7(00ttOM) 6'-0• OR CE55 N/A TY 12" 8(LOP) LESS LESS WA 12' 12' B(TOP)' -V•' r6 R to 6aO NIA 12' !Z' 8(IOP) LEW . NIA. 12- 1?' 6(007TON) N/A 12'• JY• B(107704)• (IIA 12' 12' 6(007(04) NIA 92• 12' 9(IOP) NIA 12'• J2•• 9(Top) NIA12' 12' 9(TOP) 12' NIA NIA 9(0O17Odf) 12' NIA WA 9(80170M) 12' NIA NIA 9(SormM) 6' 11/A N/A TB(807my) 51/2- WA NIA f0(eonvm) 6• NIA NIA 10(BOTTOM) 9' NIA 8' IIA(TOP) 9' NIA 9' 11A(10F) 9' NIA 9' 11A(TOP) 4' NIA 4' 11(BOTTO4) 4... WA 4••+ 1Y(80770M)•• f'• NIA I'• I 1(807704) 6' NIA N/A 13(TOP) 6' NIA WA 13(TOP) 6' NIA WA 13(fop) 6' WA N/A 13(801TWJ 5 112' N/A NIA IS(BOTT04) 6' t(/A NIA 13(IfpT7O4) 4" 4' 4• 14(610110M) 4'• 4''• ¢'n f4(FIGJTOLY)•' 4'• 4•• 4'• 14(BOTTOM) • USE'6'DC SPACWG FOR PANEL LENGTHS IAWDER DJW)0'-0'AND USE 12'.00 • t'AUD ONLY FOR LIP 70 x50.0. -60.0 P,.1.AEW.A.SD.DESIGN PRESSURE AS SH04W ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SNORTER Th4N TO'-O' RAr4W WITH 78'40.7.PANEL LENGTHS OR FOR UP TO 750.0,-60.0 P.aY. VAL1D ONLY FOP.UP 10 108'PNlELS LL71GRT5, MAX A.SO.DZSt6N PRESSURE RAANO I5TR7 96'At...PANEL LL7WM l I J7 jjA1113�1syyR� ;'�1sK N.Tktj ,sw FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) o �' • 02017 417EW,,we 0.050" BERTHA ALUMINUM STORM PANEL to y i (2.00" DEEP) OFAWN on R ' a 07128/17 iMe. 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