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HomeMy WebLinkAboutSUBMITTED PAPERS-- ,' Permit Nt�_ ��r: St. Lucie County Building & Zoning Department SC 2300 Virginia Avenue By��� ss�sxa� . Fort Pierce, FL 34982 S 772-462-1553 LuCie COuntY APPLICATION FOR STORM SHUTTER PERMIT SEE REVERSE SIDE FOR INSTRUCTIONS DATE: -7 Z-. lj I1 1. LOCATION/SITE ADDRESS: Z�3 �� lysL fTl . ew� S"� . e. 3 g9s2- ' PARCEL ID NUMBER: 3q( 1-S1O' 02G8-000-1 MI-M Ma'! 3. DESCRIPTION OF PROJECTOR WORK ACTIVITY: 1 434g II 4. TYPE OF STRUCTURE: SFRADDITION OTHER 5. OWNER INF RIbIATION Name: w l -t Ap i Address: Zo3 O1(tt/A A(- City: yyy+ S� mew State: 1� 1 Zip3%L Z Phone:85- 23?Z Type of Surface attachment: Wood Frame 6. CONTRACTOR INFORMATION V. FL Reg/Cert #: C-XC 0S60I 1 County Cert #: Zo S 3 Business Name: t^ S1 Concrete Masonry Other Product Type Maximum Opening Pressure per A.S.C.E.-7 Product Compliance Report # Method of Attachment As per Product Approval or Engineers Analysis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing .• Removable Panels _ CPO 08 - 0(az 1.6to moo. ".a 64 t. Cv Accordion Roll Up Colonials Other ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ 2 3�A ' DO OWNER'S AFFIDAVIT: FEES DUE: RECEIPT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and z ng. aln.,, L_• PRINT QUALIFIERS/OWNERS NAME STATE OF FLORIDA. COUNTY OF S%r 1•-.`ro G rC ACKNOWLEDGED BEFORE ME THIS 'Zing- DAY 0rjLj--20 I BY OR WHO HAS 13I20DUCED AS IDENTIFICATION. SIGNATURE OF NOTARY TITLE: NOTARY PUBLIC • IJ %/3 va,eV'J WHO 1S PERSONALLY KNOWN TO ME /6wN4.-r H ti &e- TYPE OR PRINT NAME OF NOTARY COMMISSION NUMBER NorrICF "r0 OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTI� =Q� eYc, KENNETH R. KING 5 MY COMMISSION # DD 803187 _., �a EXPIRES: November 3,2012 Bonded7bru Notary Public UnderMters Bid Proposal 3 Gran Park Way * Stuart, FL 34997 772.287.6476 Fax: 772.287.9740 Bid Date: 6/26/2011 www.gulfshutters.com <EjA1UM1NVM&sHurrMCCIRP. License #: CRC058017 - ---- —--.._.. Prepared For: --------- .............. ---- ----- -- ------.—._-..._._ Bid Information Name MR. & MRS. KERRIE KIPPER Bid T pe HOME OWNER Subdivisioni Job Name KIPPER.RES. Job Address 203 OLIVE AVE. Installed Phones O. . Home - .. --(772) ..485-2320_._...._. _..._ ....... Cellular i•954) 648-8360 . Kerrie City -State -Zip Sales Person PT. ST. LUCIE, FL 34952_..._—..._..____..—__._......_.___ KENNY KING O e Ina Finish OPG #I Type I Style Width Height Width Height Bid Item Description 1 SP 1050 Aluminum 39 80 3.5 I 88 Track Color: White; Rem.Track: B; Hdr/Bot: H / SA -- - 2 - SP - - ----- 050 Aluminum _..._._..- 107 ------._._.._._ 68 ...- 9 ------ 76 ---...k Color: r/Bot:------- Track Color: White; Hdr/Bot: 1"H /•1"F 3 SP 050 Aluminum 53 43 4.5 51 Track Colo: White ; Hdr/Bot: 1"H /.1"F 4 SP 050 Aluminum = 53 56, l . 4.5 64 Track Color: White•; Hdr/Bot:.1"H / 1"F� _.............-......... 5 . SP -.....-... ..... - -......._._._...._........ 050 Aluminum .......... --..._...._..._....._...._...._... 143 _ 80 ---..._...... .......... __..._._.__......._....._.___.. 88 ............. I... ........ -----..........__._.....---..._.__..._.......__._...._.._.._..._...__._... __....._..- -----....--......... _._.. Track Color White; Rem_Track: B; _Hdr/BoY H / SA 6 7 - SP SP__. 050 Aluminum 050 Aluminum­­d 37. 74 36 ... 55.. - -12 3 6.5 1 •44 63 Track Color:.W,hite Track -Color: White; Hdr/Bot: 1"H /'1"F " --- - 8 9 -- SP SP --- -- ---- 050 Aluminum 050 Aluminum -- -- 38 74 ---- - 43 43 - - 3.5 6.5 ._......... _.. 51 j 51 ... _- Track Color: White; Hdr/Bot: 1"H / 1"F Track Color: White; Hdr/Bot: 1 "H / 1"F 10 ' SP 050 Aluminum 38 43 3.5 51 Track Color: White; Hdr/Bot: 1 "H / 1" F 11 SP 050 Aluminum 38 43 3.5 I 51 Track Color: White; Hdr/Bot: 1"H / 1"F . 12 SP 050 Aluminum 74 43 6.5 51 Track Color: White ;Hdr/Bot::1"H / 1"F 13 SP 050 Aluminum 74 43 L 6.5 51 Track Color: White ; Hdr/Bot: 1"H / 1"F _._..__....._.......- ----._._._.................._..__._.._._._.._.............__.._......._......_._ —._... - --._...__.... _..._ Custom ..... ........_..........._........_._....__._._.._._.... --- --.... ....._.....__._..._... --.....---._.:_..._._ - -- ..._..... r-� Features (� V Qty Description 1 DISCOUNT COUPON 1 Permit .Total Bid-Amounit $2;362.00 Deposit 50% $1,000.00 Balance On Completion $1,362.00 ONE YEAR WARRANTY MATERIAL AND LABOR It is understood that there are no verbal agreements and all items discussed are covered by this written contract. This is a proposal until signed by an officer of this corporation at which time it becomes an executed contract. Acceptance by owner must be within 30 days of proposal date. Buyer may cancel this contract within 3 working days after signing. No changes in measurements will be allowed except at prices mutually agreed upon, at the time these changes are made. Any physical or verbal changes after signing must be approved in writing by both parties. All agreements are contingent upon strikes, lockouts, accidents, acts of God, weather, fire, carrier delays, delay or failure to receive raw material deliveries, or by other causes, whether of like or different nature beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. All material is property of Gulfstream until final payment and can be removed if not paid. Electric - Buyer agrees that any necessary electrical connections will be made the'closeAsource .of.power. Any -changes or variations will be an. additional charge. Interest - Buyer agrees to pay 1'% % per month interest charge on any unpaid balances. Costs of Collection - Buyer agrees to be responsible for seller's allorney's fees (both trial and appeal) and all other costs of collection in the event full payment as outlined herein is not made within 10 days of the completion of the work outlined herein. Acceptance of Proposal -the above prices, specifications and conditions are satisfactory and hereby accepted. You are authotize'd 6 dd the work as specified.- Cancellation Fee 20% of contract amount. Payment will be made as outlined above. Material Only Customers -You are onsible for your own peasurements, (width x height). / Signature`s Z40- Date of Acceptance: 17 Signature: Agent: Thank You for the- opportunity. -to be of Service! 3001 S.E. GRAN PARK WAY * STUART, FL 34997 * Phone: 772-287-6476 * Fax: 772-287-9740 * e-mail: info@gulfshutters.com 3001 S.E. Gran Park Way, Stuart, Florida 34997 (772) 287 a 6476 - (800) 244 a 4143 FAX (772) 287 0 9740 E-Mail: jobrien@gulfshutters.com www.gulfshutters.com Lic. #MC00231, SL 1211, PB# U-17051, CRC58017 LAYOUT SHEET Special Instructions Page ^ of -2- - Key Storm Panels - SP Rollups - RU Accordions - AC Windows/Doors - WD Bahamas - BA Retractable Awnings - RA Colonials - CO Ultra Lattice - UL Signature Date Salesperson K c:�'r'-I,"a ; / / r— f Date l,./ / l M®MADE MIAMI-DADE'COUNTY, FLORIDA e METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION M1AMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildinncodeonline com Eastern Metal Supply, Inc. 4268 Westroads Dr. West Palm Beach, Florida 33407 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County). and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the. manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 050"SolilBeihaAlu num _Sfo mrPanelsl utterly APPROVAL DOCUMENT: Drawing No. 05-078, titled " 0.050" Bertha Aluminum Storm Panel", sheets 1 through 15 of 15, and IA of 15, prepared by Tilteco, Inc., dated 04/28/2005, last revision #1 dated 04/28/2005, signed and sealed by Walter A. Tillit Jr., P.E. on 09/15/2005, bearing Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall -be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05-0926.03 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. I/l rl , I _ MIAMI DARE COUNTY Qj' 6 NOAjNo 68=46Z3 06 , Expiration Date.y``08/07,/2U13 x; o7 31/ZroaB Approval Date 07/31/20M Page 1 Eastern Metal Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-1203.08 A. DRAWINGS 1. Drawing Number 96 331, Eastern Metal Supply, Inc., 0.050" Bertha Storm Panel, sheets 1 through 8 of 8, prepared by Tilteco, Inc., revision 2, dated 07/15/97 signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform 4tatic Air Pressure Test on 0. 050" aluminum storm panels, prepared by American Test Lab of South Florida, Test Report No. ATL 41022. 01-96 dated 11108196, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Comparative Analysis and Anchor Analysis, dated 10121196, pages I through 15, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. 2. Calculations for revised anchor schedule, dated 05102197, pages 1 through 33, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report of coils, dated 01123196, for Aluminum Alloy 5052-H32 by Barmet Aluminum Corporation with chemical composition and physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories Report No. CTL #846B dated 10131196, for Aluminum Alloy, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 998-0817.16 A. DRAWINGS 1. Drawing No. 98-172, titled "0.050" Bertha Storm Panel", prepared by Tilteco, Inc., dated July 7, 1998, last revision 41 dated July 7, 1998, sheets 1 through 8 of 8, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. Mill Certified Test Report issued by Nichols Aluminum dated 05128198, with chemical composition and mechanical properties of the 3004-H34 Aluminum Alloy panel. troy A. Makar, P.E., M.S. Product Control Examiner NOA No. 08-0623.06 Expiration Date: 08/07/2013 Approval Date: 07/31/2008 E-1 Eastern Metal Suuniv. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00-0602.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0516.06 A. DRAWINGS 1. Drawing No. 01-058, titled " 0.050" Solid Bertha Aluminum Storm Panel ", sheets 1 through 15 of IS, prepared by Tilteco, Inc., dated August 27, 2001, signed and sealed by Walter A.. . TillitJr., P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, per SFBC PA 202-94 2) Large Missile Impact Test per SFBC, PA 201-94 3) Cyclic Wind Pressure Loading per SFBC; PA 203-94 along with marked -up drawings and installation diagram of 0.050" Solid'. Aluminum Storm Panels Shutter, prepared by ATL of South Florida, Test Report • No. 0221.01-01, dated 05102101, signed'and sealed by Henry Hattem, P.E. 2. Addendum to ATL of South Florida, Test Report No. 0221. 01-01, dated 10112101, signed and sealed by Henry Hattem, P.E. 3. Addendum to ATL of South Florida, Test Report No. 0221. 01-01, dated 02/04/02, signed and sealed by Henry Hattem, P.E. C. CALCULATIONS 1. Anchor Analysis, dated 09110101, pages 1 through 53, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P. E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report "of coils, dated 04124101, for Aluminum Alloy 3004 -H34 by NA Nichols Aluminum with chemical composition and physical properties. , 2. Certified Tensile Test Report by'QC Metallurgical, Inc., Report No. 1 CM-384, dated 03126101, signed and sealed byfrank Grate, P.E. y A. Makar, P.E., M.S. Product Control Examiner NOA No. 08-0623.06 Expiration Date: 08/07/2013 Approval Date: 07/31/2008 E-2 Eastern Metal Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0707.02 A. DRAWINGS 1. Drawing No. 03-141, titled " 0.050" Solid Bertha Aluminum Storm Panel ", sheets 1 through 15 of 15, prepared by Tilteco, Inc., dated July 02, .2003, last revision #1 dated July 02, 2003, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. , MATERIAL CERTIFICATIONS 1. None. E. OTHERS 1. Letter from Tilteco, Inc., dated July 03, 2003, signed and sealed by Walter A. Tillit Jr., P.E., stating that the only change from the previous approved drawing # 01-058 are the general notes 41 & #11 to reference the Florida Building Code and the ASCE 7-98 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL* 05-0926.03 A. DRAWINGS 1. Drawing No. 05-073, titled" 0.030" Thick Galvanized Bertha Steel Storm Panel", sheets 1 through 9 of 9, and IA of 9, prepared by Tilteco, Inc., dated 0412512005, last.revision 91 dated 0412512005 signed and sealed by Walter A. Tillit Jr., P.E. on 0911512005 B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Galvanized Steel. Storm Panels, prepared by American Test Lab of South Florida, Report No.:ATLSF ` 0616.01-05, dated. September 15, 2005, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Storm panel shutter Calculations, sheets 1 through 91 by Tilteco, Ihc., signed and sealed by Walter A. Tillit Jr., P, E. on 0911312005. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Tensile Test Report from QC Metallurgical, Inc., Job No. 51 M-926, dated September 20, 2005, tested per ASTM E8-93, signed and sealed by Frank Grate, P. E. &,41, ow &-"� — Helffy A. Makar, P.E., M.S. Product Control Examiner NOA No. 08-0623.06 Expiration Date: 08/07/2013 Approval Date: 07/31/2008 E-3 Eastern Metal Sunnly, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. NEW EVIDENCE SUBMITTED. A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building.Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. y A. Makar, P.E., M.S. Product Control Examiner NOA No. 08-0623.06 Expiration Date: 08/07/2013 Approval Date: 07/31/2008 E-4 1. STORM PANEL SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL BE, DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED, AND FOR A DIR£C7jONAU7Y FACTOR Kd-0.85, 1N ACCORDANCE mw ASCE 7-98 STANDARD. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.A.D. AS TESTED WERE NOT OVER STRESSED, A JJX INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. A DURATION FACTOR CD-1.60 WAS USED FOR VEI?1RCA7ION OF FASTENERS IN WOOD. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIEO• IN ACCORDANCE WITH SECTION 1609.1.4 OF THE ABOVE U077ON£D CODE AS PER All. REPORTS B 1022.01-01, d 0221.01 AND / 0616.02-05. AS PROTOCOLS TAS-201, TAS-202 AND TAS-20J. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052—HJ2 OR 3004—HJ4 ALLOY. J. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY & TEMPER UNLESS OTHERWISE NOTED. 4. ALL SCREWS TO BE STAINLESS STEEL J04 OR 316 AISI SERIES OR CORROSION RESISTANT CC47ED CARBON STEEL AS PER DIN 50018 W/ 50 ks; YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE AS7M A—J07 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WITH J5 ksl MINIMUM YIELD STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS. (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE- - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY LT.W. BUILDEX. (REGULAR OR 410 SS.) — 1/4' 0 CRETE—FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO TEXTRON. — 1/4' 0 CF TAP —GRIP ANCHORS (BERTHA STUD —CON), AS MANUFACTURED BY TRU—FAST CORPORATION. — 1/4" 0 ZAMAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC- - 1/4' 0 x 7/8' CALK —IN ANCHORS OR ELCO mole & female 'PANELMATE'AS MANUFACTURED BY POWER FASTENERS INC. AND ELCO TEXTRON, RESPECTIVELY. — 1/4' 0 x 3/4' ALL POINTS SOLID —SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES. A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS OR CRETE—FLEX SS4 IS 1 J/4 ;• FOR ZAMAC NAIUN ANCHORS IS 1 J/8, FOR ELCO PANELMATE ANCHORS IS 1 J/4; AND FOR CF TAP —GRIP ANCHORS IS 1 1/4'. A2) 7/8' CALK —IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WI7H NO STUCCO. AJ) MINIMUM EMBEDMENT OF 1/4'0 x J/4' ALL POINTS SOUR —SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO. A4) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUC7URE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES A 1) & A.2) ABOVE (B) TO EXISTING CONCRETE BLOCK WALL' — 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER (REGULAR OR 410 S.S.) — 1/4" 0 CRETE—FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO TEXTRON. — 1/4" 0 Cr TAP —GRIP ANCHORS (BERTHA STUD —CON), AS MANUFACTURED BY TRU—FAST CORPORATION. — 1/4' 0 2AMAC NAIUN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. — 1/4" 0 x 7/8" CALK —IN ANCHORS OR ELCO male & female 'PANELMATE" AS MANUFACTURED BY POWER FASTENERS INC. AND ELCO 7EXTRON, RESPEC7IVELY. — 1/4" 0 x J/4" ALL POINTS SOUD—SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SP£CW.TY COMPANY, NOTES. 3 1) MINIMUM EMBEDMENT OF TAPCON, ELCO PANEMATE CF TAP —GRIP AND CRE7E--FLEX SS4 ANCHORS INTO CONCRETE BLOCK UNIT SHALL BE 1 7/4', I J/8' FOR ZAMAC NAIUN ANCHORS B.2) 7/8' CALK —IN ANCHORS SHALL BE EN77R£LY EMBEDDED INTO THE CONCRETE BLOCK UNIT, NO EMBEDMENT IN70 STUCCO SHALL BE PERMITTED. 1/4"0-20 SCREWS USED SHALL BE 1 1/1' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 8.3) MINIMUM EMBEDMENT OF 1/4'0 x J/4' ALL POINTS SCUD —SET ANCHORS SHALL BE 7/8"INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4" 0-20 SS MACHINE SCREW USED SHALL. BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST; AND 1" MINIMUM FOR WALLS WITH NO STUCCO. B.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE AWN 57RUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES IN 3.1) AND B.29 ABOVE (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEURCARONS OF_THE ANCHORS MANUFACTURER. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATON DETAILS SHOWN ON SECTIONS 1 THRU 16 (SHEET J & 7 OF 15) EXCEPT THAT HEADERS Z. J & 4 SHALL NOT BE USED. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 9. THE WTALLA77ON CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CON77N000S CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 10. STORM PANEL INSTALLATION SHALL COMPLY W17H SPECS INDICATED IN THIS DRAWING PLUS ANY -BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 11. (a) THIS PRODUCT APPROVAL DOCUMENT (PAD.) PREPARED BY THIS ENGINEER 1S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; ;.e_ WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PAD. PROVIDED HE/SHE DOES NOT DEWATE FROM THE CONDITIONS DETALED ON THIS DOCUMENT. CONS7RUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (£.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. ENGINEER OF RECORD, AC77NG AS A DELEGATED ENGINEER TO THE PAD. ENGINEER, SHALL SUBMIT 70 THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 12. SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON A READILY AND VISIBLE LOCATION AT PANEL ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: EASTERN METAL SUPPLY, INC. WEST PALM BEACH, FL MIAMI—DADE COUNTY PRODUCT CONTROL APPROVED. SEP 1 5 2005 PRODUCTRENEwED 04aoptyLog with the Dtdd7e9 Cede A.eeep+e.eenoo _ 62..06 Es a Dnte v e 13 Dia act PRODUCT REVISED w cotnptyisg with Ese Florida DaEding Code Acecpleace Ro — Z .03 Expitution DuL o ea8 bm NLacti D. zcdcct Cottllo! DTv'sioa Velacit), HNrricone Zone) /SII9• (Tom WHIN) 1--�12ow (M-MME WMTH)— I-wo' M7W"E 7.Joo' _Ai7J' --2 ru•—�—.xe7J •--�—a.7ss'--� %71 AL'UMINUM�PAR& ... Y+• . r rsl.- T LAW 5Q 31 ANGLE BUILD OUT BRACKET 9© MINI WALL 1.755Q 832w ANGLE WITH STUD sour 1/1' . 1' a 9.119' (MM WM7H) F--60o0• (EFmmf WMA V—i 79Go' 1..7J• 7 500' �—zlu•� IW ALUM/Nl%M''fGLF>PANEL z ' t"Fw TR.ICK�� �1] tr o 11' at AM"TC Lm L=IXW � J[s GfTAt 1 i p ANGLE WITH STUD ='m .va.. 1. rtcE L1.0 mz Lr0 ..Jn• . gd �� �d + � 1 �. 51 * Lncr Lrm h . �7]a• �'d f2A ROUND HOLE AT PANEL d �d meELum (OPTION TO 12) mcc a0 OPTION 1 OPTION 2 12 KEY HOLE AT PANEL COMPONENTS - 90' �J• F �119t1•--i'•. REVERSED ',F' ANGLE TRACK SG ALE: JA' 1 ALLY A.IL (J) J/d'/ HOLES Ar roP LwE T J/1T Not6— A1 BOIDV llYE FDR ilf* 7o..1' SS YACMNE _ — — SCREW WCCNS — per] A s]r ' 1 • 1a..aet' 13 KEY MUC WASHEIP Jlot-n1], Aaa ALLJr; 3Q �3' Ilax "U' 'BUILD OL? ALTn W LEo L ATIO�w ',ppJ• +,f M1�21M'�� a ® 'F' TRACK ANGLE SY : J/E' . " 6 11 J46 x7'x14' LONG WALL PLATE ]eae ]/19.. r SEP 1 5 2005 Q 'U" REIDER Ir�• I f•/ AWM To ANGLE S LF o SP.1CF41 SIXIWN hl ON SEC/70M5. I DJM 1 I� 57UDDEDNG s r-,aaJ• L —; I F �^ FAmDucr RENEIiBD —J. mcmDiying xifi tAe h".oL',do �� T� I � @aiding Cade 1 o9J' AttcptacmlYo08—O 2 . 87J• fatlDa DaieO o o9J• �� 1Cattrci DETAIL 1: STUD W/ oir CAsr aNc o1L NICKEL PLATED WNG NUT sa aroG,�+y'12g :7iYA S:so FE::a;a FLaric n� �:0 0� `(26.03 EagL•r�li L`x= 0 r, o��OB I$(l :ctcni l zl Lirs F.B.C.(High Velocity Hurricane Zone) $TrRAFAXEFVYRI (SEE COMPONENTS, SHEEr IA OF 15) -�.- SCALE : 1/8 1" SEG-T 7.0 EKT,-A ��FpAyl SCALE : Ili' = 1' DdansCedeDlvHinn ,1-q0DUCrRC..,jsj.:D as —1y1ma esub nufdLas C.& Atteaf=tc �001 C', Velocity Hurricane CONCRETE ANCHORS (SEE SCHEDULE) � 1 SEE SCHEDULE FOR Min. SEPARATION TO CLASS SECTION ® ANCHOR CONCRETE ANCHORS (SEE SCHIDULE) (SEE SCHEDULE) POURED —rtv s I I I C � POUR? CRor '" CONCRETE CON'W REQUIRED I REQUIRED 2 Cant I i I I •� SEE SCHmULE FOR II _ JJ�� O1 Min, SEPARATION W SEE SCHEDULE FOR TO GLASS I I Min. SEPARARON vi TO CUSS N @OtT5 W/ 2� Q CNC NUT ® C � ii 6OL75 W O7/Blxv a =I III CONCRETE 'i I I CONCRETE OR CONCRETE OR CONCRETE o BLOCK WALL of BLOCK WALL W R£OU/Am I REQUIRED 5 cant CONCRETE ANCHORS 5625' COS REIE� CHORE (SEE SCHEDULE) @ Cent �cenL ALL MOUNTINGINSTAL'CATIQ SEC T/ON2 ? SCALE : a18' - I E. D. - EDGE DISTANCE (SEE SCHmDLE ON SHEETS 10 G Ii OF 75) NOTE FOR COMBINATION OF SECTIONS WALL MOUNTING SEC77ONS CAN BE COMBINED IN ANY WAY TO SUIT ANY WSTALLAwN. S£C77ON 0 STUD - WALLMOUNTING INSTA��TIONINSTA��TION SECTION 1 SG1LE : a/@' - 7- NOTE : DETAIL OF SECTION 0 STUD VAUD AL5C FOR WALL MOUNTINO INSTALUTION - SECDON 2 (TOP) BUILD==OUT slNSTALLAT/0N CONCRETE ANCHORS . (SE£ SCHEDULE) \ Cant � 3 Conl. C E w REGI1Rm I � I I I I w SEE SCHEDULE FOR yJ LGn. SEPARATION TO CUSS H RN W W WNG NUf 02• I I EVERY STUD I I I C 1 0 12' O a. IG CONCRETE OR CONCRETE RWA -� REQUIRED CONCRETE ANCHOR )/4' 0-20 M. S. (SEE SCHEDULE) 10 Cant w/ Nur 0 12' O. c. 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R£OUREQUIREDA uR wmwrcm— " CONCRETE ANCHORS I I E O. _ SCHEDULE) - CEILING k FLOOR i4lOUNT/NG INSTACLAWO - - SECTION 1 SCALE : 3/8' 1' CONCRETE ANCHORS OR ELCO Mak//PTA GRIP ALL POINT SET %J (SEE SCHEDULE) CH £ p OR ELCO OR CF TAP -GRIP (SEE SCHEDULE) CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION INSTALLATION - SECTION 7 - SECTION 6 SCALE : a/e• • I' SCALE ; 3/8' = I' PRO➢ ucrmYISLD PROM REIFi'N&9! -cnh K--g Tyiia l4r ri:q m cnmplyiag WtR1 iB0 FKtt'A�i tax?Jlcg Ccd.•, . 91:i<'i�g Cads As.:.pin��x ACaeFlimie No O O �Z.3. 0 6 csrfrpm ib;ac O o %cog Ey P.%vam? s'I-d GL'ci'I.RL5y3 • CLwi 9i�Lon Md@0 F.B.C.(High Velocity Hurricane Zone) 1 •- i CALK -IN OR ALL POINT SOLID -SET OR ELCO mak/remole PANEUMIE OR ELCO� mole/hmofe PANDAMIr PLUS CONCRETE ANCHORS W VJ( 1//1 0-20 SOEWALK BOLT OR w/ W/114'1-20 7RUSSHEAD BOLT + + (SE£ SCWEOULq L Q31 (SEE SCHIDULE FOR SPACING) — g �Z I I POURED ° a CONCRETE m I I REQUIRED I I I 2 I cone 4 I I I I POURED W CONCRETE I I I REQUIRED I I 1 m SS GLASS ASS I I I SEE SCHEDULE FOR I I I N �1 Min. SEPARAI)ON TO CLASS I I I I I SEE SCHEDULE FOR; ARI SEPARAnON TO CLASS • 1/4' 0-20 x 7' SMV.S. I I I 1/4' 0-20 x 1' SSM.S W/ 7/8' o x J/J2' I W/ 7/8' / x J/J2' WING NUT O !2' O. C I I WING NUI O 12' 0. C. I I I I I I I I I I d I a POURED I I POURED COETE ORNCONCQElE BLOCKREWIRED ° I I I I ORNCONCRE7E ° I REQUIRED W ° I n3 %_ CONCREANCHORS J •J75' TE ,J75' CCONCRETE ANCHORS (SEE SCHEDULE .-. (SIX SCHEDULE) B E D. - EDGE DISTANCE (SEE SCHEDULE ON SWEETS 70 h 11 OF 18) HEAD IALK BOLTSJ21HICK SEW NOTE FOR COMBIM77ON OF SECTIONS : W/4',1 AS PER NOTES A2 4 B.2 (SHEET 1) WALL/FLOOR/CE7UNC M0UN77NG SECTIONS CAN BE TRUSS HEAD BOLTS ARE�2 0x1/8'7HICK COMBINED IN ANY WAY TO SUIT ANY INSTALLARON. AS P ER NOTES .1.2 @ 8.2Lt� 1) CALK -IN OR ALL POINT SOLD -SET OR ELM maWf—ale PANELU47C OR CONCRETE ANCHORS ELCO mole/lemak PANELMATE PLUS SEE ANCHORS ¢p� ly(1/'*'A ""I- LIf a OR & iP/if� W/1/4 N. TROSSHEAD BOLT + + POURED (SEE SCHEDULE FOR SPACING) CONCRETE 7/B'0 x J/J2' O.C.REQUIRED 1 1nNc Nuns p r2 I I ° I I POURED W ONCREID I 1 m I I An I I I SZE Alin. SCHEDULE F R I z I SEE SCHEDUL: FOR I 1- MM. SEPAR4710N TO GLASS i �' TO CIA55 W I 7/8' O x J/32' I a I WING NUT EVERY STUD 7/8' 0 x J/J2' ® 12' 0. D MNC NUT o I 3 EVERY STUD s 12. 0. C. URED NCREIE ° COI OR CONCRETE W I ALL II C-4 REQUIRED _ _ I I ALTERNATE LED 1 � I LOCARON CONCRETE ANCHGRS7 •875' �� (SEE SCHEDULE) , wl II ConL u I a CONCRETE ANCHORS (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION SECTION '12PROnvcrW1JS!EO SCALE: J/ 8' = 1' aamnlyi-I With the EYoda PRODiICMUM. g" uD:hin ^rsds >��v6slne+vitLthet Evc,.p:e D t. D3 �6 CO3e Ex;:.i. an 1�nte O J o pB AttAoo _ 0//6 aD 2/3/. Gets JnC y3 M9l•^ to 'Conhd � i:isi;ili;ia-a P.�iml :1tt C:emYr9 uivw.a F,B.C.(High Velocity Hurricane Zane) r CONCRETE ANCHORS \ (SEE SCHOULE)� \ EWSnNG BRICK WMMER — N c OR CONCRETE BLOCK- (-b&ZQ TE NAS ANCHORS LEAmNC WALL REONRED (SEE SCHEDULE FOR SPACING). SIM ANGLE UNIEL AS APPLICABLE II n 1 SEE SCHEDULE FOR Min. SEPMU17ON GLASS ro CLASS BRICK RSILL '14/f' 0-a0 x 3/1' BOLTS W/ 7/e'Or •' I . .•{' J/J2° LNNG NUT O I I 12• o. C. c _ I CONCRETEBLOCK I W fLASH/NG . Ta CONCRETE I AAPL40L I ' . . s I 2° L J 1/2•-•I Lant EXISDNG BRICK ' VFfNER POURED CONCRETE PANEL B• QCO male OR CONCRETE BLOCK PANELNATE NAS ANCHORS WAG. REQUIRED (SEE SCHEDULE FOR SPACING). .. BUM OUT INSTALLATION e D. - EDGE a/srANCE SECTION I sHg&SC EOU_ 70FIS) SCALE : J/B• _ ,• NOTE FOR COMMIM770N OF SEC170NS WALL MOUNTING SCC17ONS CAN BE COA18110 IN ANY WAY 10 SUIr ANY TNSTALL00M.. 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REQUIRED I �* h� a 4 CanL I I � 4 Cane I I I I I h= I I I I I I 4 ConL I I I I 4 ConL ' I I I a I I I I I I I IS£E SCHEDULE FOR I I ^q I I I I s£PARATIDN TO CLASS I I 1 SCHEDULE L I a I I ^II SEE SCHEDULE FOR I I i I Alin. SEPAR 17ONEE R I I h HEDU E FOR 4—SEEinSCHEDULE I I a Min.�fPASS I w I TO CUSS I 1 1 I TO GLASS I I 1 D£TAL i i B N I I I I I IT— i � I � DETAIL 2 I •A I I I I 7/5' 1 r J/J2' WING NUT ® 3 a I I 1 Z r I I EVERT sruD 11 I I 7/a' 1 r 1/12- I I a I I 7 g ®,z• o. G i 7/B' MAI NUT O I I EVERY STUD I 3 11 I I I Cant. I I / x J/J2' WING NUT O I 9 12' O. G I I 7 I I I 4 I I EVERY STUD I I 1 h I® g Cont L I I 11' 0. C. /8 Q I I U CanL I i 7/B' 1 r J/J2- I WING NUT O EVERY STUD I 11' 0. C I I ' AOURE D CONCRETE I EDGE OF SUB IF I I ALTERNATE LEG LOCATION h I REONRED I I APPLICABLE I °_ CONCRETE' ANCHORS E D. (SEE SCHEDULE) / POURED CONCRETE—/ I I I' /I EDGE OF APPLICABLE I I I I z T,APUPBLI EDGE OF F' Cons L I AGIERNATE LEG /—LOCATIONREOWRID L.CONCRETE 1 ANCHORSUREDNCRETE (SEE SCHEDULE) E D. CONCRETE ANCHORS REQUIRED / I I SECT/ON 15A SECTION 15B INTERIORLY OL � , ) � ( SCHEDULE) ED'� I I '� LONCRETF CONCRETE ANCHORS �u T CEILING .& FLOOR MOUNTING+ - INSTALLATIONS CON" ° Ta , 1HRU s/e•a HOLES AT 17 O REQUIRED (SEE SCHEDULE) �ED '0 aC da FASTENED AT REAR W 71B•erJ/J2- wTNG NUT SECTION 16A SECTION 1 sB - SECTIONS 15 O EVERY SIDEWALK BOLT INTERIORLY RENOYABL£ PANEL W/ SCALE: JIB' 57DEWALx BOLTS DETAIL 2) J• �. CEILING do FLOOR MOL/NTIIuC CON TID 72 M 5/B•0 T /NSTALL,4T/ON4 HDLEs Ar „ 0i B• 0.G FASTENED ._ .1�8-7--5I• ,/4 =10r1 • SS. SIOEW,AIX soLrs 11 W/J/+• SLWTEO HEAD, )D¢O SECTIONS AT REAR W 7/B'exS/J2' WlNC NUT ® EVERY SI01;MW BOLT. i I I UHFREMOVABLE PANEL ,(� SCALE : JIB' = T PPODUC 4EVIsm) -. 7/e• 1 r J/•T2• RIRU KEY XEY HOLE e' aC 1 W/ T//•-2G NUT T Ar RF.1R YRODUCC PL' NEWED W cnmpiy;rg nith the P(atl.Aa U'`I'A'f'eMr WNGNIIr RE1fOVAB1£ INSTALLATIONS VALID FOR PANELS�USED a —ptyi gvi1bthe F10,f" JOINTLY q p=-t=theo _ z o e' O. G I PAN¢ WITH INTERIORLY REMOVABLE PANELS DaidingCode .02 Aeceplatue NDO 0 6 Z.i.04 Exn.•-t•.".oa'`,�' a o A8 n ' r✓ Eapir dW Date: D 20/3 Dy (IIJ rIT-wai DDGe ' S-arEanwd yj - h I I RY' f Dade dust/ DIVE:;- 1 DniAica F.B.C.(High velocity Hurricane Zone) I I E D. � EDGE O15TANCE I I (SEE SCHEDULE ON 0.050" BERTHA ALUMINUM STORM PANEL L¢ . 7875" I SHEET 10 k 11 OF 15) ORAL err ,p• HOI£ o e' as L E C O EASTERN. METAL SUPPLY, INC. 'A4TE .050" COMBINATION OF SfC110N5 i Inc. DETAIL 2 !p/s}I/ /I7y u ne• . fA+X•>. [C;0MB1;NED TILL1T TESI7N0 ?ENGINEERING COMPANY 42M WESIMOS DR, QIDEiVI/K gp/.r5 NG MOUN77NO SELA°NS CAN BE �* -- �E � 5L, Sh 0.� lssgtA GWGp� R RTIee Na.. + (.M!)a)!-/SIa ru I WEST PALM EDCH. ;L M407 (]5-078 O R 4=OVA®C PANEL ANY WAY TO SUIT ANY/NSTALLADON. . (JafJs)1-ISfI ea £A. .o oowrRw -yrr DRAWING No SLIP i• n L�O�-Y--r y�� _.._. nui719 P. FLORIDA U 144,67 I{ B7E • �,. 01D aT-NI /m _ a� - SIQFT 7 OF IS Max. CAP 114' MaX. CAP SECTION B-B SCALE: 1/8' - 1 " 1 148/6, 14A/6, (WHOLES) 15,168/7 15,16A/7 BUT NOTCHED 1/4'-20x1' S.S. EA CORNER A SIDEWALK BOLTS. 807TOM AS rSEE DETAILS 2/7, SHOWN, I 2/15. I INTERIORLY REMOVABLE PANEL(DWI •' 0 1• SIDEWALK BOLTS (SEE DETAIL 2/7. 2/14) CONNECTED To (b THRU '?• Y 5/8', HOLES AT ©®6' O.0 & :�.:: t. FASTENED AT RFAR W/7/B'ox3/32" WING NUT (2 EVERY SIDEWALK BOLT. ,r 2•t_ �� ORQS OR 148/6, 14A/6, 15,16B/7 15,16A/7 3` CONCRETE ANCHORS (SEE SCHEDULE) 3" Max. Max. 1 Min. 1 Min. INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION Y SCALE : 7/8' - I" SE"'5 PROCllCT RCNEAi6Lp m-ov%Bwitht5c Ftjb a•=mbs Code naxpm�r: na o _ 0 623. e 6 �p'atioa Oas o o /? Dhmm PRL'C'i1Ci PZvL"ED es ea=piyEzg with Yce Fiarfla B.UL cte— Aixsa9;.y_;fa0$ O 03 20a8 T�k:all3c� .ro3s:GY� �iv:s::ru Hurricane Zone) i POURED CONCRETE r CUT PANEL OR CONCRETE BLOCK WALL REQUIRED 2• r J• r .093' JIGS H-14 OR �� 6WJ-76 ALLOY Cone N.M. ANGLE 1" Mlo. MTH ANCHORS O 12' O. G CONCRETE ANCHORS / O 12' 0. C. HALF PANEL 7 3 2' x 4' X .125' JTOS-Hf4 OR 6063-116 ALLOY ConL N.M. ANGLE CASE A (Plan) 'U SCALE.• 1/4' = 1' Ma 1M DESIGN PRESSURE RATING "W" (p.s.f. —� CORRESPONDING 1lL4XI1JIUM PANEL LENGTH 1- SCHEP�ULE - 1.00a 3 1/4" GAP 1.000' . POURED CONCRETE CONCRETE BLOCK IOR — REQUIRED CASE D (Plan) SCALE.• 1/4' = 1' VARIES 5'fl U n Mon POURED CONCRETE OR CONCRETE BLOCK I I Ej OR ® PoUflm CONCRETE WALL REQUIRED OR CONCRETE BLOCK WALL REQUIRED u 1-2500' CONCRETE ANCHORS I 2500' Afft so c L c 13s a tln 1.000, l I�OR OOR® —__—_ __ 2 Nan -� \ OR O OR OOR ® \ fI 2' x 2' x .055' TO ALTERNATE LEG LM71ON 2' x 5• x .055' Cont. \ V OR O UR ® ANM ANGLE OR .080' 3105-HI54 SHEET METAL Alum. BENT PLATE 114' 4 BOLT 4' r 4' x .072' O 24' O. C. W/JACKNUT J105-H14 OR 6063-T6 ALLOY Cont. Alum. ANGLE CASE B (Plan) CASE C Plan) " SCALE.' 1/4" = 1' SCALE.• 1/4' = 1. END CLOSURES DETAILS SEP 1 b5 &j' MAXIMUM DESIGN PRESSURE RARNC W (p.a./.) Nan PANEL LENGTH L (/!J (SEE SECDONSJ MW/NUN S£PARAAON TO CLASS APPLICABLE TO SECTIONS f & ANY COMRNADON OF THEM +65.0, -77.0 8'-0" OR LESS 2 1/4" I THRU 8 +65.0. -77.0 9'-0" OR LESS J 11/16' 1 THRU B +65.0, -72.0 9'-0' OR LESS J 1/2' 11 +62.0, -73,J 10'-O" OR LESS J 7/8' Z 6, 7 & 8 +615, -6J.5 9'-0" OR LESS J 1/2" 9, 14, 10 +65.0, -65.0 9'-0' OR LESS 3 1/2' 12. 15, 18 +63.5, -63.5 9'-O' OR LESS J 4/4" 1J PRODUCT' 4E:Neffa u complying with the Ffar14t auleinp Coda Aaecpta°ce No EDlm al Dv Da24 uq rizoa ,T REVISED av ccrrp.;•isg ;ril$ tho FtarlSa i'ssr'na�en xte a i By T{r' xI�a: 6:aafr°! fliris'o° F.B.C.(High Velocity Hurricane Zone) 0.050". BERTHA ALUMINUM STORM PANEL Lc' DRAWN BY.• 28105 4iDATE IL ECO.pC. EASTERN METAL SUPPLY, INC. 4268 WESIRW°S OR' WEsr PAta1 BEAwL FL 33407 °"� 577NO 6: ENQWEERINO COMPANY 05-078 xsee,,sn w, rwe+ve ewua:x n .urea trosprlr-rsm . r r (orlon-r6n DRAWWO N. rnasmr wt m. w armrtw oin ®-0006719 WALTER A R1LT 11. A E RXRDA Ue. 44167 surer9 OF 15 - _ DEM IOm N &.) - —m ANGL75 s1wat_Ft37 E_4 . 1 1/2' • A'Kr'+•'r m A=MfO1pM4 / Ba aF'IMI INONIY FAM LENOM v (N1 _Armwzl .- CR N E SM - m!aarnlllE 'm MISGYAY TO o0/ mr m lusavRr TO a2hL4ElE ra Iu awy To mNLxOr m _ww maC4 mm `m A{tfON4Y m. aMdNlr TO M4sn4TY m [ —wm m NAS01aY 74 MnIRGE ro IWaARY To aawml To almkYY 8' NIA N/A N/A 4' N/A B' N/A N/A WA 5' N/A 1 1/2' N/A N/A N/A NIA I N/A I (Top) 12' B' N/A WA 10' 7 1/2' 12' 9' N/A N/A 12' 7' 11' 111 ..12' 7 1/2- N/A WA 1 (BOrmm) ,E N/A N/A NIA 10' N/A 12' _WA NIA N/A 1. H/A 11' N/A N/A NIA N/A NIA wy-2--) 6' N/A NIA t0' 7 1/2- 12' B' NIA N/A 12' B• It' 11' 12' 7 1/2' N/A WA �2j6hiQ.I 4_,r2'� NIA N/A NIA 10' N/A ra' NIA N/A N/A 12" NIA it' N/A NIA WA N/A WA ICJ'(-_ (1�j12`j 6' N/A NIA to" 7 1/2' 12' 9' N/A NIA 12- B' lf' It' 12' 7 1/2' N/A N/A J"{d77rOM) / 12' NIA N/A N/A 11- N/A 12' NIA NIA NIA I2' WA 11' NIA NIA NIA N/A WA 4 (TOP) 12' 6' N/A NIA 10' 7 1/2' 12' 9' NIA NIA 12' B' 11' I1' 72' 7 1/2' WA N/A 4 (Barra") 12" N/A NIA NIA 10' N/A 12' N/A WA N/A 12" NIA 11' NIA NIA N/A NIA NIA 5 (TOP) 12• 6' N/A N/A to, 7 1/2' 12' 9' NIA N/A 12' B' it" Il' 12' 7 1/2' WA WA ! (BOTTOM) 8 1/7' NIA 1. N/A 5 1/2' NIA 7 1/2- N/A NIA NIA B 1/2' N/A M 1/2' NIA 17' NIA . 9 1/2' WA 8 (TOP) B I/2' NIA 12" NIA 6 t/2' NIA 7 1/2' N/A _ Q_7%1 NIA 8 14' N/A 11 1/2- NIA 11' NIA 9 1/2- N/A t6JS; :695: 7 1/2" NIA 11 f/2' NIA 5' WA 7' WA Ia 1/2' NIA 7- N/A 10 1/2' NIA 14" WA 8 1/2- N/A 7 (70P/BOTTaM) R OR�LESfj NIA N/A N/A N/A N/A WA 12' 8' 12' 71 12' 6' 6' fi' 12' 11' NIA NIA B (TOPIBOTR7M) I7' NIA 12' NIA NIA WA 12' NIA NIA NIA NIA NIA 12' NIA 72 NIA 12' WA -9 (TOP) M' 6' 12' 12' N/A N/A 12' 9' N/A N/A NIA NIA 12' 11" I7' 7 1/2' 12' , 1 1/2' 9 MCI=) NIA NIA NIA NIA NIA NIA 12" 6' 11' 12' NIA NIA 17 6' 72' B' NIA N/A 17 LOP 12' 6' 12 12' N/A N/A 12' 9' N/A N/A N/A NIA I.. 10' 12' 7 1/2' 12' 7 1/2' to (BDrlaw) N/A WA NIA WA ' WA WA WA WA NIA NIA WA WA 12' I1' NIA WA N/A N/A I! (IOP) NIA NIA NIA NIA N/A WA NIA N/A NIA NIA NIA NIA 12' 6' N/A N/A N/A N/A 11 (807101t) 12- NIA 12- NIA NIA NIA 12' NIA N/A NIA NIA NIA 12' N/A 12- N/A 12' WA 14 (w) 12- 8' 12' 12' WA NIA 12' 9' N/A WA N/A NIA 12' 11' 12' 7 1/2' 12- 7 1/2' 14A (80170dI) 12' 11/2' 12- B' N/A WA f2' 8 1/2- NIA NIA N/A WA 12' e' 12' 5 1/2' 12" 5 112- 149 (BGTMU) It 112- N/A 12' N/A N/A NIA 12' WA NIA NIA WA WA 12' NIA 12' WA 12' WA 12 (TUP) 8 1/2- NIA 12- NIA NIA NIA 7 1/2' N/A 10 1/2- NIA N/A N/A It 1/2' NIA 11' NIA 9 1". WA 12 (80R01I) I7 I/2 WA 12' N/A NIA I WA I- N/A NIA N/A NIA WA 12' NIA 12' WA 12' NIA I5 (Tap) 8 7/2' WA 12' N/A NIA NIA 7 1/2' NIA N/A WA NIA WA 17 1/2' N/A 17' NIA 9 1/7' WA f5A (BOrTOY) WA N/A 1 1/2- NIA NIA NIA NIA NIA N/A NIA NIA NIA 1' NIA 1' NIA 1' WA 15B teorR1M) 11 1/2- WA 12' NIA WA NIA 72' NIA NIA NIA NIA N/A 12' NIA 12' NIA 72' WA /6 (TOP) B 1". WA !2' NIA WA WA 7 1/2- N/A N/A NIA WA N/A 11 1/2' NIA 17' WA 9 1/2' N/A - 16A (BOTTOM) 1' WA 4 "I. NIA WA WA !' WA NIA NIA N/A NIA 4. NIA 4' NIA 4' WA I68 (BOTTOM) 6' N/A NIA NIA 5' NIA H' WA N/A NIA B' N/A 6' NIA N/A N/A NIA WA 2 (TOP) 6' 5 1/2' N/A NIA e' B' It 6' NIA NIA 6' H' H' fi' NIA NIA N/A N/A '2 (807=) 465.0. -650 6' N/A NIA NIA 4 T." NIA 6' NIA N/A NIA 6' NIA 5 I/2' N/A N/A N/A N/A N/A H (LOP) 9'-0' to 10'-0' e' WA NIA NIA 4 1/2' WA e' WA 9 7/1' WA 8' N/A 9 1/2' N/A N/A N/A WA N/A 6 (e0TT0AQ 6' WA NIA NIA 4' NIA 6' NIA 9 1/T' N/A B' N/A 17/2' N/A N/A N/A N/A N/A -7 (RTPIBOROd1) NIA WA NIA NIA N/A N/A 44AX7MUM ANCHOR SPACINGS ARE VALID FOR 1 I/2' EDGE DISTANCE FOR E A LESS THAN 1 1/2; REDUCE ANCHOR SPACING BY MULRPLIING S NG SHOWN ON SCHEOME BY THE FOLLOWING FACTORS (NOTE• Min. E O. FOR CALK -IN ANCHORS IS 2 1/2') FOR THIS OPERARON TO BE POSIBLE, REDUCED SPACING OBTAINED USING FACTOR S1MLL NOT 8£ LESS 7714N MOUMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGENA FACTOR ACTUAL E. D. REGULAR rAPCON, 410 5.1 TAPCOH CRETE-At" SSA ZAMAC NAMING. PANELMATE OR PANDMIE PLUS CALK -IN SOLID-SEr CF TAP-GR 1 .86 .75 -.78 7.00 2 1/1' .71 .50 - .60 2' .50 - - - E. D. = EDGE DISTANCE ma ANCHOR TIDE ANCHOR SPACING REGULAR TAPCON, 410 Si TAPCON, CRZ?E-F= 554, 1.0' ZAMAC NABLNG CF TAP -GRIP, PANfLAL TE OR PANE MUE PLUS CAL( -IN 25' SOLID -SET S5' PRODIXF RENEIVM Building C� h the Efor1� Ar9rpts .Nn08-067-3. o 6 Eap1;y boa D�ace 0 13 Mimi DwAhhdu tCo119rd INVU9a PRODIIL'E RE rWED ea seingI}iz-.v a I ilai$8 T3:iv� C•:dx U.05, 0 2 03,y Y 1•yir:�TN:i erA:^O O 't Oaa TE'18791 i fii:0a F.B.C.(High Velocity Hurricane Zone) 0.05C' BERTHA ALUMINUM STORM PANEL I.C. DRAWN at.. 4/zWGS IL E C O 114C. EASTERN METAL SUPPLY, JNC. 42M MTROAOS DR. WEST PALM BEACH FL 11407 °�'� T rurlNa R ENGINEERING COMPANY „ aA� 05-078 :y1,.,. y� ,10y !y y1 "'�yJl7 -11ID . f 1 1 (]0.1ff11-11I1 EB-00067I9 DRAWING Na ARM Anrb7IDl Our It1s N ersAamx as WAITER A 111LT Ie P. E � - - � BNELT 10 OF 15 FLORlat De. / 44l67 3IA17LITr1! 2E4► MQDVC. SCRMVZR 1V P FOR Ti4:S91Rk' INST R:eTRVC- "�" (p�l�)AND OMEMNDDVG Tre27'ONS VM CONCR9TE AJl*7 CONGILT�'1'A' ueX7Mrru Bin('If eN!'KnR STRTr/97rRfi•S E D. = EDCE DISTANCE @SUQUCF Rr^!. VESJ® Ame®A�5w7fS 16dFAYrL7rJ o$—o6ZT o6 bete D e 'Zp)3 8M Coo bn PROD)JL: and i5ED .. - 0ca+m0yWg wi6t 9�LIOS& ,' aS.O 03 ANCNORS LEGEND 134.:15:'rA?;a G:p' v:� 69ff:.Q a Ze08 . Ri:a.S v2dl CL6mli " F.B.C.(High Velocity Hurricone Zane) 0.050' BERTHA ALUMINUM STORM- PANEL La BRAwN er DRAWN 4 - IL E C O iNe. EASTERN METAL SUPPLY, INC. DAr1 - - - - - ' lJLfJT TESTING d ENGINEERING COMPANY e/ss nr, JC�E, sr aax IwY:eaf ANmCq n .u/a 42M WES7RaAQ.S aR. W6r PAW BEACH. 7L JJ407 05-075 . ' FPI .' Floe r (JOJ)1-IS11 . ra. a (.HlJI7hIY1 DRAWING _ .. 6 20U5 WALOR A OLDi h. P. F. RORlOA Lk. f Ii167 a18 ar-r.r 4 a SNELT 11 Of 11 11 ore AM.tlNUI/ GELGN lGAB W CP�+✓•J 1Lt1LRA1 ANrJA7R5 9Al:BW.' /UR E 0. . J I/1' • APPUCI@E 10 SECJpMS � Q ANY CBIAS/NAIIOV iY'lNEAI YAVIBBf PANG. !Gi!'M l'CRJ Rfl'.UTAR LN`dN5 GQE7f-FLIX AI 7AINC NMR/ f.YN-W snvo-sx7 CF UP -GRIP PM211NR5 PAKLYAiE PUJS .IIO £S 7A0.'1L! TO M40id76 ro Y�SSN% ro CONlFE1f 7G LtISCNR! ro L11+CRETF roNA50NRY ID C[W(Y'L. 7E ro AIASLYWY ro CaN:'RElE 70 1145N/R1' N C0.YG4E7F i1/ Y15Q'7RY ro CCNYAEIE ro`NLSONRY ro ('OA'fREIE ro 10.ffiYR7 ro CCNLREIF ro 1LlSGVRY b' N/A N/A N/A J' N/A B• - N/A N/A - N/A J 1/2' N/A T !/T' N/A N/A N/A N/A N/A 1 (rOP) 12' S' N/A N/A 10• e' 72' 7 7/2' N/A N/A 12' 6• _ 9 1/2' 9 1/2' N/A N/A N/A N/A 1 (BOTTOM) 12' N/A N/A N/A f0' . N/A 12' N/A N/A N/A 12' N/A 9 1/1' N/A N/A N/A N/A N/A 2 (TOP) 12' S' N/A N/A 10' B' !T' 7 1/2' N/A N/A 12' 6 1/2' 9 //1' 9' N/A NIA N/A N/A 1 (BOTTOM) 12' N/A N/A N/A 10' N/A 12' N/A N/A N/A 11' N/A 9 1/2" N/q N/A N/A N/A N/A J (TOP) 72' S' NIA N/A 8' S' !Z' 7 !/T' N/A N/A 1/2' 9 7/2° 9' N/A (4/q N/A N/A J (BOTTOM) 65.0, -77.0 11• N/A N/A N/A 10• N/A 12' N/A N/A N/A 11' N/A 9 1/1' N/A N/A N/A N/A N/A }(TOP) 9'-0. OR LESS 11' S' N/A N/A 8° B' 11' 7 1/2' N/A N/A 12' B 1/1' 9 1/2' 9' N/A N/A k/A N/A 4 (BOTTOM) (T' N/A N/A N/A B. N/A /T' N/A N/A N/A 71' N/A 9 i/T' N/A N/A N/A N/A N/A 5 (TOP) 12' 4 1/T' N/A N/A 7' S' 71' B' N/A N/A to, S. 7 1/1' 7 1/2' N/A N/A N/A N/A 5 (80TfON) 7° N/A N/A N/A 4 1/2' N/A B' N/A N/A N/A T N/A _ 9' N/A N/A N/A N/A N/A 8 (TOP) 7' N/A N/A ' N/A 4 1/2' N/A _ B' N/A B' -N/A T N/A 9' N/A N/A N/A N/A N/A 6 (807R7Y) B' N/A NIA l!/A }' N/A 5 I/T' N/A 9' NIA 6' N/A 4 1/2' N/A N/A N/A NIA N/A 7 (Jt7P/80TTOM) N/A N/A " N/A N/A N/A N/A 12' �S' B' 12' 11' 12' S' B" B' N/A N/A N/A N/A H (7t7P/80TNN) B 1/2' N/A /2' N/A N/A N/A N/A 9 1/1' N/A N/A N/A 9' N/A 9' N/A 7 1/1' N/A 7 (70P/B07TOY) , +B5.0, -72.0 N/A N/A N/A N/A N/A N/A 12' S' !T' 12' N/A N/A 11' S' 12' 6' N/A N/A 11 (JT1P) 9'-0' OR LESS 12' S 1/2' 12' 10 1/2' N/A N/A 1T' 8• 1T' 12' N/A N/A 12• 9 1/2' 12' B !/2' 12' 7' J/ (80170b) B' N/A N/A N/A B' - N/A B• N/A !T' 12' 6' N/A B' N/A N/A N/A N/A N/A 2 MP)__ 6' S' N/A N/A fi' S 1/1' 6' 6' N/A N/A 6,' S' B' 6' N/A N/A N/A N/A 2 (8a7TO[I) S' N/A N/A N/A }' N/A B' N/A N/A N/A B" N/A 5' N/A N/A �NIA N/A N/A B (70P) , f81.0, -7J,J S' N/A N/A N/A 4' N/A 6' N/A 8' N/A B' N/A 3' N/A N/A N/A N/A N/A B (80TTOY) H'-0• JO 10'-0• B' N/A N/A N/A 5' N/A B' N/A H' N/A 5 1/2• N/A 4' N/A N/A N/A N/A N/A 7 (lOP/80TTOY) N/A N/A N/A N/A N/A N/A 6' S• 12' 12' 6• 6' N/A N/A N/A N/A B (1bP/801A7Y) N/A N/A N/A N/A N/A N/A N/A N/A iT' 11• N/A NIA N/A N/A N/A N/A N/A N/A 1 (B01TOY) 10 (TOP) f 1 (TOP/HOTiON) ' • MAaZMUN ANCHOR SPACLNCS AR£ YAUD FOR J 1//1' EDGE DISTANCE FOR E D. LE55 7NW J 1121 REDUCE ANU/OR.SPAGNC BY NULnPLY�NC SPACGYG SNDWN ON SCNEDL/lE BY 1H£ R7LLOwfNG FACTORS. (NOTE AGn. E D. FOR CALX-!N ANCHORS IS 1 1/T7' ' -PoR TN1S OPFR4770N 70 BE POSIBLE REDUCED SPACINGOBTAINED USDA: fACTtW SHALL NOT 8E (ESS THAN MINIMUM SPACING /NO/G7FD FOR EACH ANCHOR TYPE AT ANChtlRS [EGENA FACTOR AC77LLL E 0. RECUUR IAPCON, ftG ££ TAPCON, CRETE-FLIX SS }' I.a1LIC NANNC, PANftdNlE OR PANflJ/A/E PLUS. CALK -IN SOLID -SET CF LiP J' .8B .75 .7H 1.00 r/Y' P .7r - .10 - .ea 2' 30 Mi.. 'ANCHOR, TYPE ANCHOR - - SPACING REGULAR TAPCbN, 41G SS TAPCOM CRETE-flt7( 554, 10. 2AMAC NVLINC OF TAP-GAW. PANE'LAMTE OR PANQW7E PLUS. CALK -IN 1,5' . SOLID -SET l.1' .4JJ' 0. D. x .834' LONG BRASS 20 1/4- 0 LAG SCREWS 2' & S. W/ 1/4' 12' o 6. 0. C. W/ 1 1/2' Alm. 1/4- I LAG SCREWS FUR s S. S. AL T o Ja o. c. O 6' O. C. W/ 1 1/2' A(dt. FOR SPANS UP TO SPANS AND RIRFAOID PINE1RA110N O 8' O. C. FOR SPANS UP :. �TO IXISRNG WOOD HEADER. THREADED PENETRATION TO 9'-0' Max. OR 1/4' TO E=nNG WOOD HEADER. f/4' a LAG SCREWS h20 IICE mal°/Jamo'a /rr O B' O. 0. W/ 1 1/2- Min. PANELUVE o 11' O. C. W/ q d rHREWED HAFADER. TO 1 7/B ABn. PENETTUTON 3 EON SPAN UP 70 9'-0: 10 CFnt S BOLTS O 2Ni I 2 Cont. I 12' 0. C. W/ NUT & WASHER n I 3 7• •: ..-:" Cane i M.'n. •ion c I I �,:e. .: .:• I 1 h h I 1 3 WOOD HEADER i I REQUIRED HF ER I i H• REOl11RE0 I 4 WOOD HEWER Ssa SOWD r Fl7R I MA AxA1m I I C.AL ! REWIRED I g ""` WAARAWN I I.r.,.•. I = .' : I z sEs sCHfADLE Ea WOOD HEADER I I SEPARARON REWIRED I I ro GLASS I � ALTERNATIVE 5 RN I I 2 � SE£ SCHEDULE FOR ALTERNATIVE f A&.TOSPA I ALTERNATIVE 7/B' I x J/32 UT EVE STUD EVEN O I EVERY O � W 72' O. C U • : .,' ..: I O Ld/0W90TH OF PULE u 5 CanG D. x 634° TANG BRASS r. 5' BOLrs W/ au s s sW/u/s ® 12' a C. aoTUa 7/6'I x J/37' WLNG NUT WAD FM SPANS UP TD R SPANS 024 O. G O 12' 0. C. PUTS µDa °' O. C. FOR SPANS UP 9 Cmt. REQUIRED REOULAID To 9'-O' Mar. OR 1/4' 2' x 4' P 1/4• 0 L40 SCREWS FAZE ELCA male2/female d B' D. C. W/ 1 1/2' 1/4' I LAG SCREWS PN' N PENE7RIRONWI RE17711RID ADn. THiTFAOFD PINE1RA110N b 6' 0. C W/ 1 1/2• O MTDW07H OF PLATE Yin. THREADED PINEMnON FOR SPANS UP i0 9'-0. O MIDNOTH OF PLATE ALTERNATIVE 2 ALTERNATIVE 6 Pk�BtTP.�lE6V! ALTERNATIVE 8 ,>s Gmt7I,9�'i: ar3t L5a tRrr(AS n xYoog_°623.06 NZIDDUcIMWSW WALL MOUNTING INSTALLATIONS l� a.:SEE SCh=&E sLw I eemr`Ti::g n'G5 Afie PDtrila Rou G::z `="W CLASS , o5— I I SECTIONS A SCALE : 1/4• = r mumDa¢AAcGahoT Aaw .,,ti r;a aa 2 03 Didswu 1//4 0-20 SS i NOTE FOR COMBINATION OF SECRONS• ury G.:E roc ° D 'L°OB Illy — BOLTS W/ 7/B. x J/J2 WALL MOUNTING SECTIONS CAN BE COMBINED INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS W'WG NUT .IN ANY WAY TO SUIT ANY INSTALLATION. If cant. Faa(High Velocity Hurricane Zane) a. NOTES:1. INSTALLA7)ONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0,0.050" BERTHA ALUMINUM STORM PANEL DRAwN err r 4' F UG SCREWS -72.0 pst AND PANELS LENGTHS UP TO 9'-O' EXCEPT AS NOTED. 4/2B/OB�6' O. C W/ J 1/2' 2, NEW 2" x 6' P. f TO 8E SOUTHERN PINE No. '2, suRFac£D DRY Wf7H �V? EASTERN METAL SUPPLY/ INC.LUTE MTn. RIRF.IDED PENETRATION IL INC• O AODWIDTH OF PLATE 19 % M. M. C. W/ SPECfFIC DENSITY OF 0.55. 42B6 wESTRaADs ER. 3. FOR NEW WOOD FRAME CONS)RUCTION: WOOD MEMBERS TO BE SOUTHERN neur rfsr/NE a ENGINEERING cOMPANr War PALM DFACH FL 33407 05-078 PINE No. Z W/ SPEOIRC DENSITY OF 0.55 OR EOUAL. °... xu:.teu Sr..t°s Wxaw rAAaDa n'v'°° DRAWING Ne pw° : (tmn-1so . r : (xa)nt-un SEP 1 Ti 05 EB EEDB718 a�.b. do ALTERNATIVE 3 "�� L1,- i « 6r` ' ° _ _ sHezr 12 OF 15 1. 1 ' 1' x 4' Afh. (608J-IS) o I Alum. TUBE W/ 3 " h w 5000 J) 5/16' 0 x 4' / to r J/I'I SS S. 4 EACH �oIE�WS 70 3 O 6' 0. 0. I Cont LOCATE SCREW AT MIDWIDTH OF DasnuO WOOD MEMBER (2• Min. sW S SwAlur i114 M'n 10N I � wv MM WI = w/ 2 1/2' dBn. 10 ta.Ass MMAA THREADED ALTERNATIVE 9A PEHEM770AL WOOD TRUSSES OR RAFTER O 24' 0. a REOMED 1" x 4' x' 1/8' d /4 x J/4' AL S. Min. (B09J-TS) ANm. TUBE W/ O 6'0.0. 0)5/16'WS Roxl4" SCRE 8 EACH CH JDIST. Conti I LOCATE SCREW AT M/DWMTH OF SEE SMMUtE FU9 I " SERARMa4 I EX617M WOOD MEMBER (2' M- ro cewss D 11120 THREADED ALTERNATIVE 10 I T/9• s-zo x J1 4• BOLTS W/ I I � t T //B•m x J/J2' 1 !�4%-20 SS. 60LT5 W/ W1NC NUT OJ2 I WWO NUT O C. IWOOD /J2• 'WING 7/6' a x J/J2' EVERY SPUD 2' x 6' O 12' O. C. WOOD DECK DECK REOWRED NUT onL O 12' 0. C. Wn.L NUT O EVERYK (NOUR! SH :.: •.• I u' a c �. '' Cone. 7kill A(IN.[ODWED) .: M I ALLOWED) tl coal ' w - W :.T W // SCREWS O 6' 0. C W/ E 0 - 1 1/2' Mln. THREADED REODlRED PENETRATION O AODMDTH I' x 4' PU SCREWS O I/4 % LAG SCREWS 1/4 %LAC SCREWS OF PUTS. EO(N7ED 1 1/2' Nin. RIREAOED PENE7RA770N O MIDY407H O 4' o.c W/ 1 1 /2 Ufa O 4' c.c W/ 11/2 Mln. IHR£AOED P£NE7RARON. OF PLATE. THRFDED PENEWRON. ALTERNATIVE 12 * ALTERNATIVE 14 ALTERNATIVE 9 ALTERNATIVE 11 * VALID FOR Max. t6J.5, -6J.5 psf. _CEILING do FLOOR MOUNTING INSTALLATIONS WALL MOUNTING /NSTALLAT/ON SCALE : I/4' - I • SCALE : 1 4• - I' MODUJ , rsVia-6A7 / the TZD.^.d9 +air "-^T�tcO O 'Lppg NOTE FOR COUSIM477ON OF SEC7TONS: mAttpbfaywit ffeh WALL/fLOOR/CETUNG MOUNRNC SECRONS CAN BE \ INSTALLATION DETAILS ON -EXISTING WOOD BUILDINGS A=,ptMM ryo0 _ Z .06 Eipint6eDrtea COMBINED IN ANY WAY TO SUIT ANY INSTALG1110N. a �13 BY MLmI OtT ConE DlxlsEoG F.B.C.(High Velocity Hurricane Zone) NOTES. • ' 1. 1NSTALLA7ION5 ARE ONLY VAUO FOR DESIGN WIND LOADS UP TO +65.0, � 0.050' BERTHA ALUMINUM STORM PANEL DRAWNWAF BI: -72.0 psf AND PANEL'S LENGTHS UP TO 9'-0. EXCEPT AS NOTED. 2. NEW 2' x 6' P. T. TO BE SOUTHERN PINE NO. Z SURFACED DRY WITH 'L E C 0 9/ze/os EASTERN METAL SUPPLY INC. are 19 R M. M. G W/ SPECIRC DENSITY OF 0.55. axe, J. FOR NEW WOOD FR ME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN TILur TESRMG A ENGINEERINO COMPANY C 426E wan?o,403 DR. WEST PALM SOCK FL 33407 05-078 PINE No. 2, W/ SPECInC DENSITY OF 0.55 OR EQUAL. �+ x ( iix-!w • T rAa ny a!a P 1 5 2005 $EWALMR A. 17gU; Jr. P. E nORlal U'c 44167 OU1 aT-141 1+ SRUT /J OF is 1 7/8• Min. 2' EXISnNG 114,018, ELCO .to PENETRATION rMax.� BPoCX VEENER PAN£LNATE NAS ANCHORS 1/4' LAG O B 1/Y O.C. W/ 1 1/2• SCREW O 8' a s W/ Nln. R1R£ADED PENETRATON 4' x 8• (A&.) EXISTING i 0 INTO WOOD HE401M 1 1/2' L6n. THREADED I/4' G E WOOD BEW REQUIRED. P£NE7AAilON TO FX57lNG LA SCREW O B' O. a W/ STRUCTURAL AOEOWCY W000 HEADER 1 1/2- Aft THREADED OF EWDNG WOOD PENETRATION 70 DOS77NO Sam TO BE CaMim 1 W000 HEADER BY RECIS7ERE0 ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLADON. X 2 1/4.0 SS LAC SCREW h a WOOD p nVZFADID PE/NE7RA77201v ry�4 canREO tHEADER I I L h5 I 2 coat. y I 2 Goa EVEZING t ^ ASUO SAAPPLICABLEANGLE U"TEL I .WOOD HE EL t yi R W°,4"EO�5 SEE SCHEDULE FORSEE SCHEDULEMinNSL�SON I I SEr FOR LEDn I S FOR MEDUL£, FOR YZI. RIRONI I TOO cCLAW I o TTOO CC ASS ro crassALTERNATIVE 1L zDETAIL 2/15 I I I t I W Airs w/ SS.'t t I ! 4 r-20 S.S. a I I NC NUT /J2' I 7/5 a r J/J2 3 7/8'0 : J/J2 s° I '� /8 WING NUT ® i t EXISTING I y Can I O 12' Q G I O 12N4 C. EVERY STUD0. O 12' O. O I 2WMU BRICK 51L1 I 1 Can ALIERNATE LEC Cant I PLATE I j7s' I� •..• I LOG1T1pN, ..Iv I T w L Y LAO 1 7/8• LGn. N APPLM.0Z I 5CREW 6 6' a C. W/ W 9• y PENETRATION I 2•RE WRED 1 I/Qft T"REAOEO S/CR4EW5 O 6 0.0 a W [Hr. PENEJRA710N O AIIDBIDTN / OF PLATE. 1 27/J2' Len. PENEJR.177DN g ®NIOWIO7N OF PLATE WOOD DECK 1/4'e IS. LAG SCREW Llaz J.500' I 2•R£OUIRED INTERIORLY RE OVA&E(PAN PANEL Y) REQUIRED 9 4 1/2' a.a W/ 1 1/2' Nln. (Zf (ND FMISH T71R fD PEN£7R.ITION EXISTING CONN TED 7° l THRLI 5, ALLOwm) * a• x 4 sTuas cant ALTERNATIVE 18A * Hots Ar O 8. O.0 x FASTENED ALTERNATIVE 16 ® 16. O.C. Nax. RfOtI Al REAR W�7/8•.xJ/J2• WNG NOT IXI571NG :ln. 1/2' PLtM1YU00 IXI5TINC ® EVERY SIDEWALK BOLT. RED'D (7Yp) w/ FAsrEwNc BRICK SILL 1/4 a_m x 1/4 ALTERNATIVE 188 114'ex8' 111M mole PANELMAT£ TO SryDS AS PFR BOLTS W/ 7/B x TVAS ANCHORS 0/ 4 1/2' ac. TO Swim 2909 OF THE J/!7' WMC N1? PRODUCT S2JW''fSED CEILING A FLOOR Ex7snNc PLtWOOD SOUTH FL BNLONG CODf, a t2• a a gj!!fuPi7l3Bw-hOoFlorfm WALL MOUNTING INSTALLATIONS £xtw;ag C'oQo MOUNTING INSTALLATIONS ALTERNATIVE !7 * Pce r:asT1o05--° -03 SECTIONS 18 * VALID FOR Max+63.5, -63.5 ps/. SCALE: 1/4' = 1' * VALID FOR Max. t63.5, -63.5 psLL Lan Ds:r o D nQ SCALE : 1/4• = 1 BUILD -OUT INSTALLATION ctD-- •roaaCcoatr„1 INSTALLATIONS VALID FOR PANELSa) USED JOINTLY NOTE FOR COMBINATION OF SECTIONS: SCALE : 1/4' = I• ° WITH INTERIORLY REMOVABLE PANELIX WALL/ROOR/CEII/NG MOUN77NG SECTIONS CANBE - COMBINED !N ANY WAY TO SUIT ANY INSTALLARON. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS F.B.C.(High Velocity HuTlicone Zane) ocool�7diCfREryEgg� . NOTES 01A &gCcftvkplfbl�Fn1� 0.050' BERTHA ALUMINUM STORM PANEL DRAWN w• 1. INSTALLA77ONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO 4.65.0. A0s'Ptxctc NO a � o -Y. 65.0 p5I AND PANEL'S LENGTHS UP TO 9'-0 , EXCEPT AS NOTED. o .0 6 4128105 2. NEW 2' x r P. T. TO 8£ SOUTHERN PINE No. Z SURFACED DRY WITH !3 '1. E C O Ne. EASTERN METAL SUPPLY, INC. . ATE 19 S M. M. C. W/ SPEORC DENSITY OF 0.55. �• 4268 ri25nMMS DR. J. FOR NEW WOOD FRAME CONSTRUCTION.' WOOD MEMBERS TO BE SOUTHERN Ali acfC nLur TEsnNO 4 ENmNE£aTxD coMPAHY PEST PAW SEA FL M407 oc1m1 am KK .ran se. sas Aaum armDa n arrm OS-078 PINE No. 2, W/ SP£Clf7C DENSITY OF 0.55 OR EOUAL Dhtst°a C•='C7 P>+.+, lw aN-Ism • +rya+JrNU, DRAWING No E8-0005719 rrn .a aoosaar — m. as WALIER A RLOT Jr. P. E ofa aT-141 4 as _ ELORm41 A fie. / 497 SNFET r1 aT IS 1/4'0 SS LAC SCREW O 4' ..c. W/1 1/2' MIN. 1/4'0 Ss LAC SCREW O 4' a.e W' 1/a' MN. THREADED PENETRAnON BY RECISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INETALLAITON -I- ALTERNATNELY. TRACKS MAYBE A77ACHEO TO HOLLOW CEILING AS PER DETAILS SHO ON AL7ERNAnVE 9A, SHEET 13 OF 15. 1/4'0 S.S. LAC SCREW- ® 4' an. W/1 1/2' MIN 1/4.0 S.S. UC SCREW O 4' a.a W/1 1/2' MN. - THREADED P£NEMnON 4', 8- (AIDIJ EXISTING WOOD BEAT/ REOU/RED. STRUCNRAL ADEQUACY OF EXIS17NG WOOD BEAM TO BE C017RO BY REGISTERED ENGINEER OR ARCHITECT PRIOR / To SHUTTER INSTALLAnON. \+) I 4 Corr. 03 I Canr. � I ConL O I ConE I 9 I I SEE SCHEDULE I SEE SCHEDULE I I O TOR An. I "Q a �yNG FOR M. I I i EpSDNG � SCHEDULE SO CAS I pi, SEPARATION SEE sCHmulE I g CUSS � Min• FOR MTn. STO CLASON S TO crass I _N SEPARATION I t' ro cuss I To cuss I = DETAIL 2 1 ++ I I + DETAIL 2 I I I 11 I I WINO NUT JO I W�NG NUT JO/Ja• I 7/8' 0 r J/J2' 7/8' 0 x J/J2' e EVERY STUD EVERY STUD /$ p EVERY STUD 10 EVERY SYLiL /B orrac I ore o.c �L I or2'aa cDnr.I/\,, orz a.CantrC II , 1 1 LLoGrcL-� 6' 11410 I 1— N1ER/ORLY REMOVABLE PANEL (2) W/ J SIDEWALK 80LTS DETAIL 2) NIERIORLY REMOVBLE PANEL©W/ I L II4b UC SCREWS O 2' o.e. SIDEWALK BOLTS EE OER 114 LA SCREWS0 LAC SCREWS O 4' a 'W/1 1/2' MIN. TNAEADED PENETRATION 1/410 LAC SCREWS O 2' o.e. W/1 CONNF,CI7:D TO t THRU 5/8"1 1/41I LAC SCREWS O 4 1/2' as 2) J CONNE�1m TO 7 INRU 5/8.0 wly MIN. D PENETR1710N 1/2' MIN. THREADED PENETRATION HOLES AT l l O 6' O.0 k FASIENED W/1 1/2' MW. THREADED PD EM77CM HOLES AT 71 O 6' QC &FASTENED _ ALTERNATIVE 19A AT REAR W 7/B"CrJ/J2' WTNC NUT O EVERY SIDEWALK BOLT. ALTERNATIVE 1W ALTERNATIVE 20A AT REAR W 7/8'IrJ432' WNC NUT O EVfRY SIDEWALK BOLT. ALTERNATIVE 20B CEILING & FLOOR MOUNTING INSTALLaTIO SECTIONS 19 CEILING fwwcrREN 6t FLOOR A/OUNTJNG INSTALLATIONS aeo�atrR�asa� SECTIONS 20 54ILE 1 1/4' - I' a I b 1 2wk6OeFbrub � De,g Code �ro� PLyirq,'WMtbeFI(IddD SCALE: 1/4'= 1' B.4idi.0 CLtie - Aecapm, ?f.s — 6Zp e6 'EO Accg:La• ,yooS_ 2 e3 Ir>7- 1/4•-zOl1" W/3/4' 55 90EWWlX RMIS, SLOTTED fIEAO. TD1ED 0 J3 PL+�rLOn f✓Ar o p 8 1 1 IMFR16%Y RBm4uelE PANEL $) Dy w%114 7/8' 0 r 3/J2' 20 Mff HOLE of EEVL O.C. 1 NOTE FOR COMBINATION OF SECTIONS: REUDYASLE oq CDDtrDI IAvbloD 1S^ �+Uffi0 �Q+TW mvsiou o e OLINC MOUNTING SE T70NS CAN 8E INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS comm � I COMBINED 1N ANY WRY TO SWT ANY INSTALLATION. NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, 765.0 PsT AND PANEL'S LENGTHS UP TO 9'-0'. 2. NEW 2' x 6' P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 R M. M. C. W/ SPECIWC DENSITY OF 0.55. J PINE No. 2, OD FRAME �F7C DENSITY OF 0.55OOR MEMBERS TO BE SOUTHERN SCOW I• � /' F.B.C.(High Velocity Hurricane Zone) IL E C O +Nc. 0.050' BERTHA ALUMINUM STORM PANEL La. DRAWN BY: EASTERN METAL SUPPLY, INC. 4268 W3haws DR. WEST PALM BEACH, FL 33407 28103 4/A DATE 7E TESTING h ENGINEERING COMPANY IL a im, , T�pn-I3T0 . i : La1!)en-fw EBt7L7UF I Jn P. WAL OR1 A. E iL0R431 U, 1 / 44767 05-078 DRAWING Na �; r onsm0 ovr rn,r ,ewrtw art otD � 11f 4 7 SHEET IS OF 15