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WS-12-15Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 168440 Permit Number: WS- 1 -12 -15 Scheduled Inspection Date: February 15, 2012 Inspector: Bruhn, Norman Owner: WILLIAMS, STEVEN Job Address: 100 NE 99 Street Miami Shores, FL 33138 -2304 Project: <NONE> Contractor: WILLARD SHUTTERS Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)758 -5519 Parcel Number 1132060132280 Phone: 305 -633 -0162 Building Department Comments STORM PANELS Passed Failed Inspector Comments Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 14, 2012 For Inspections please call: (305)762 -4949 Page 5 of 24 1\ _sTeqc Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 77-7 JAN Y �� Permit No. U39— I -I2...-- � 5 Master Permit No. Permit Type BUILDING) ROOFING OWNER: Name (Fee Simple Titleholder): el) .f.( W ► t i 1.4 M Phone#: 7g6, - LAI- 6Th) Address: 100 t`1 is Q C 4 S♦ City: {Wi)Awl1 Ski /eS State: Zip: 33S3& Tenant/Lessee Name: , Phone #: Email: JOB ADDRESS: I QC) JV t S City: Miami Shores County: Miami Dade Folio/Parcel #: it-- 320 (.o - Ol3 - 22. V D Is the Building Historically Designated: Yes NO X Flood Zone: CONTRACTOR: Company Name: W I 11 Ct. rd S`I O)' f CO Phone #: 365.-4 3 3 —4/60 2_ Address: WZO A/ l.J 35--.. e'/ City: Ati,vt i /' State: F1 Zip: 3 3 / 'iz. Qualifier Name: t #,Mt$1 E e/W 4 Phone #: State Certification or Registration #: MVO / 3 4 Ss— Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 11-1+ 1..O Square/Linear Footage of Work: Type of Work: DAddition Alteration ONew URepair/Replace Description of Work: JTe.39-i A ?CAN VAC., ?(0 59 P# DDemolition ***** ***** ***+ x+ x* ************ ******,xa *** Fees :**** *** * ********** **** x**** ************** ** Submittal Fee $ Permit Fee $ FO c) Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ e Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S Ak IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien la brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of c mmencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue f In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of . Zel(v v, 2012, by e'ei 147, fl, g3-", wlyirirersonally known to or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission pay COMMISSION # DD 932653 EXPIRES: November ec U3, 2env13 Bonded Thru Notary Signa • Contractor The foregoing instrument was acknowledged before me this / day of Je i/( A,,y , 20 LIt by / /tom t e/vih , is ersonally known toj or who has produced as identification and who did take an oath. NOTARY ' UBLIC: Sign: Print: My Co 111,4xprftierg9MMISSION # DD 932653 EXPIRES: November 13, 2013 c�• Bonded rim Notary Public Undawdters + k******** ***+ Y* **** sk***+ k**************** HzzHs********+N***NNN+sk****** ****** *A N*+ k**l k*****+ k************* *********** APPROVED BY 2/- Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 05/10/2009)(Revised 3/15/09) Zoning Clerk 01/17/2012 16:39 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES X1001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 2159 RECIPIENT ADDRESS 93056388634 DESTINATION ID ST. TIME 01/17 16:38 TIME USE 00'36 PAGES SENT 1 RESULT OK � I ill 12t STrtiv(c. Permit No: 12 -15 Job Name: January 13, 2012 Miami Shores Viivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) The main egress door may not be shuttered unless a door with a minimum of 3width is available for egress. FBC R 311.4 Plan review is not complete, when all items above are corrected, we wi do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 1'-c3- E (0 Waif Permit No: 12 -15 Job Name: January 13, 2012 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) The main egress door may not be shuttered unless a door with a minimum of 3 width is available for egress. FBC R 311.4 Plan review is not complete, when all items above are corrected, we wa do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 (2t Es(07`1 1)1011V-544411 Permit No: 12 -15 Job Name: January 9, 2012 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide an updated permit application. 2) Identify the size, room and type of egress door to be utilizes when front door is shuttered. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 A�_°RE CERTIFICATE OF LIABILITY INSURANCE 6�2oi2oiiTY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Keyes Coverage, Inc. 5900 Hiatus Road Tamarac FL 33321 CONTACT Kathleen Collins NAME: PHONE L (954)724 -7000 I NC.NoI: (954)124 -7024 ADDRESS: PRODUCER 00004907 CUSTOMER ID 0: INSURER(S) AFFORDING COVERAGE NAIC S INSURED Willard Shutter Co Inc 4420 NW 35th Court Miami FL 33142 INSURERA:Hermitage Insurance Co 8376 INSURERB:Hartford Fire Insurance Co 19682 INsuRERc:Great American E &S Ins Co 37532 INSURER D Associated Industries 23140 - INSURER E : X INSURER F: $ OVERAGES CERTIFICATE NUMBER:CL1161715569 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AWL INSR SUER WVD POLICY NUMBER POUCY EFF (MMIDD/YYYY) POLICY EXP (MMIDDIYYYY) LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY WIZ 67965 11 6/15/2011 6/15/2012 EACH OCCURRENCE $ 1,000,000 X RENTED PRREMISES Ea occurrence) $ 50,000 CLAIMS -MADE I X I OCCUR MED EXP (Any one person) $ Included PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENt AGGREGATE LIMIT APPLIES PEk PRODUCTS - COMP/OP AGO $ 2,000,000 POLICY PRO- LOC B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS 21UUNKZ8373 6/15/2011 6/15/2012 COMBINED SINGLE UMIT (EaaccldeM) $ 1000000 X BODILY INJURY (Parperaon) $ BODILY INJURY (Per accident) $ PROPERTY a tide t) DAMAGE $ X X Uninsured motorist combined $ 1,000,000 PIP -Basic $ 10000 C X UMBRELLA UAB EXCESS UAB _ OCCUR CLAIMS-MADE XS5574277 -0B 6/15/2011 6/15/2012 EACH OCCURRENCE $ 2,000,000 AGGREGATE $ 2,000,000 DEDUCTIBLE RETENTION $ $ $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER /EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, desoflbe under DESCRIPTION OF OPERATIONS Y / N N I A 9110C1 007041 4/1/2011 4/1/2012 X I TORY L TU- I I ER E.L. EACH ACCIDENT $ 500,000 E.L. DISEASE - EA EMPLOYEE $ $ 500,000 500,000 below E.L. DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedu a, if mare space Is required) CERTIFICATE HOLDER CANCELLATION (305) 756-8972 CITY OF MIAMI SHORES ATTN: BUILDING DEPT 10050 NE 2 AVE MIAMI SHORES, FL 33138 -2304 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED REPRESENTATIVE Carey Keyes /SB ACORD 25 (2009/09) INS025 (2009091 ©1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and to are registered marks of ACORD tr- ----- DO NOT FORWARD WILLARD SHUTTER CO INC WILLIAM E CLARK PRESIDENT 4420 NW 35 CT MIAMI FL 33142 • SEE OTHER SIDE • . . • 1,41...11.i.411.1411.1.1,11.16114.41.4.filth. I V21 . DO NOT FORWARD WILLARD SHUTTER CO INC WILLIAM E CLARK PRESIDENT 4420 NW 35 CT MIAMI FL 33142 Iti JAN 1 22j2 Customer: StelYWilUaf. 100 NE 99 St Miami Shores, Fl AMAgineMil CRITE Mean Roof Height: 15' Exposure: C Roof Slope: > Elevation: 9 End Zone: WIND CHART: DESIGN Positive: 4(0.6. Negative Int Zone: _0> . Negative End Zone: 6 r • z- Date: - 19- 12— Order #: Color:1/4j)h c4-4- 1 2 3 4 5 6 7 8 9 10 Width (03 .33 Height q Zone 4 S Product srpors.4 Rhve4 Anchor Width APPIFIRMANSEININEM0171 Srri.)1.•-• Pofte..1, 11 6 371/14, ipponve 12 13 14 15 Height Zone Product Anchor 16 17 18 19 20 F tz..0 sjJ tapcma 20 XVI v31 ocs..3 t I 2.. Sat. AR.SA% e Q00 R. Oexta. 184k ° -75,ks I 0-49-At Rot -.3 mi Shores Village r. OVED ZONING DEPT 114. .11_.DG DEPT SUBJECT ID CCIAPt ANCE WI ALL FEDERAL STATE ANL/ ecourr AULES AND REGULATIONS FLORIDA BUILDING CODE 2007 - ASCE/SEI 7 -05 - WIND LOAD TABLES -140, 146, 150 mph - Exposure C - Enclosed Building with mean roof height less than or equal than 60 Feet WIND PRESSURES IN PSF 140 MPH VELOCITY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 39.1 42.4 52.1 42.7 46.3 57.2 16 -20 41.5 45.0 55.4 45.4 49.2 60.8 21 -30 45.2 49.0 60.3 49.4 53.6 66.2 31 -40 48.1 52.1 64.1 52.5 57.0 70.3 41 -50 50.4 54.6 67.2 55.0 59.7 73.7 51 -60 52.4 56.7 69.8 57.2 62.0 76.6 LOCATION EXAMPLE BR ❑WARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF 146 MPH VELOCITY Building Height Roof 5 ope ess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z5 z4 z5 0 -15 _ 48.6 0 -15 42.5 46.1 56.7 46.5 50.4 62.2 16 -20 45.2 48.9 60.2 21 -30 X53. 56.3 21 -30 49.2 53.3 65.6 53.8 58.3 72.0 31-40 52.3 56.6 69.7 57.1 62.0 76.5 41 -50 54.8 59.4 73.1 59.9 64.9 80.2 51 -60 56.9 „6-1'I5 87.9 67.5 83.3 MIAMI -DA E COUNTY GENERAL NOTES: 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FOFCOMPONENTS AND CLADDING (HURRICANE SHUTTERS, WINDOWS AND DOORSAPPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-05 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1 =1.0 - (Category II Buildings - Tables 1.1 AND 6.5.5) 5- EXPOSURE C (Section 6.5.6.3 - Open Terrain with scattered obstructions with heights less than 30') ash 6- BUILDING CONSIDERED ENCLOSED - All glazing in the lower 60 ft shall be impact resistant glazing or protected with an impact resistant covering. (Section 6.5.9 - Internal pressure GCpi =.18 - Table 6.7) 7- BASIC WIND SPEED - V =140, 146, 150 MPH 8- TOPOGRAPHIC FACTOR Kzt= 1 - (Section 6.5.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 - Wind Directionality Factor) 10- TRIBUTARY AREA: 10 SQF 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than tt larger of 4% of the least horizontal dimension or 3 ft. WIND PRESSURES IN PSF 150 MPH VELOCITY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 44.9 48.6 59.8 49.0 53.2 65.7 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 51.9 56.3 69.3 56.7 61.6 76.0 31 -40 55.2 59.8 73.6 60.3 65.4 80.7 41 -50 57.8 62.7 77.1 63.2 68.5 84.6 51 -60 60.1 65.1 80.1 65.7 71.2 87.9 M ❑NR ❑E COUNTY Roof Slope (h) MEAN ROOF <e,‘" HEIGHT ,n Vecs- 8w� a <= BWx0.1 ora < =hx0.4 BW less or equal than BL a must not be less than a =3 feet or a= 0.04xBW E N i6 C O, rnc. Engineering Services - CA 8116 5595 Orange Drive 201 DAVIE - FLORIDA 33314 Tel: (954) 585-0304 Fax: (954) 585-0305 E -mail: Engco@AOL.com PEDRO DE FIGUEIREDO PE52609 NOT VALID W /OUT SEAL 5/23/2011 • • if . BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eastern Metal Supply, Inc. 4268 Westroads Dr. West Palm Beach, Florida 33407 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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: 0.050" Solid Bertha Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 05 -078, titled " 0.050" Bertha Aluminum Storm Panel ", sheets 1 through 15 of 15, and 1A 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 �� ` facturer or its distributors and shall be available for inspection at the job site at the request of the Building fficial. 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. //166 7 /3//z-048 NOA No. 08-0623.06 Expiration Date: 08/07/2013 Approval Date: 07/31/2008 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 Static Air Pressure Test on 0.050" aluminum storm panels, prepared by American Test Lab of South Florida, Test Report No. ATL #1022.01 -96 dated 11/08/96, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Comparative Analysis and Anchor Analysis, dated 10/21/96, pages 1 through 15, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. 2. Calculations for revised anchor schedule, dated 05/02/97, 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 01/23/96, for Aluminum Alloy 5052 -1132 by Barmet Aluminum Corporation with chemical composition and physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories Report No. CTL #846B dated 10/31/96, for Aluminum Alloy, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #98-0817.16 A. DRAWINGS 1. Drawing No. 98 -172, titled "0.050" Bertha Storm Panel'; prepared by Tilteco, Inc., dated July 7, 1998, last revision #1 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 05/28/98, with chemical composition and mechanical properties of the 3004 -H34 Aluminum Alloy panel. E -1 my A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 0623.06 Expiration Date: 08/07t2013 Approval Date: 07/31/2008 Eastern Metal Supply, 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 15, prepared by Tilteco, Inc., dated August 27, 2001, signed and sealed by Walter A. Tillit Jr., 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 05/02/01, signed and sealed by Henry Hattem, P.E. 2. Addendum to ATL of South Florida, Test Report No. 0221.01 -01, dated 10/12/01, 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 09/10/01, 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 04/24/01, 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 03/26/01, signed and sealed by frank Grate, P.E. E -2 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 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 I 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 #1 & #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 1A of 9, prepared by Tilteco, Inc., dated 04/25/2005, last revision #1 dated 04/25/2005 signed and sealed by Walter A. Tillit Jr., P.E. on 09/15/2005 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, Inc., signed and sealed by Walter A. Tillit Jr., P.E. on 09/13/2005. 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. 51M-926, dated September 20, 2005, tested per ASTME8 -93, signed and sealed by Frank Grate, P.E. E -3 P I �1• Nom (o" He 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 Eastern Metal Supply, 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. E -4 1fiy A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 0623.06 Expiration Date: 08/07/2013 Approval Date: 07/31/2008 GENERAL NOTES: 1. STORM PANEL SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) 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 DIRECTIONALITY FACTOR Kd =0.85, IN ACCORDANCE WITH ASCE 7 -98 STANDARD. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.A.D. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. A DURATION FACTOR CD =1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED. IN ACCORDANCE WITH SECTION 1609.1.4 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS 11 1022.01 -01, 1 0221.01 AND 1 0616.02 -05, AS PROTOCOLS TAS -201, TAS -202 AND TAS -203. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052 -1132 OR 3004 —H34 ALLOY. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 —T6 ALLOY & TEMPER UNLESS OTHERWISE NOTED. 4, ALL SCREWS TO BE STAINLESS STEEL 304 OR 315 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ASTM A -307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WITH 35 ksi 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 T.T.W. BUILDEX. (REGULAR OR 410 SS) — 1/4" 0 CRETE —FLEX S54 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 male & 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 554 IS 1 3/4"; FOR ZAMAC NAILIN ANCHORS IS 1 3/8;• FOR ELCO PANELMATE ANCHORS IS 1 3/4° AND FOR CF TAP —GRIP ANCHORS IS 1 1 /4'. A.2) 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 WITH NO STUCCO. A.3) MINIMUM EMBEDMENT OF 1/4 °0 x 3/4" ALL POINTS SOLID —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 1° MINIMUM FOR WALLS WITH NO STUCCO. A4) 1N 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 STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A2) ABOVE (B) TO EXISTING CONCRETE BLOCK WALL: — 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY T.T.W. BUILDEX. (REGULAR OR 410 S.S.) — 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 male & 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: B.1) MINIMUM EMBEDMENT OF TAPCON, ELCO PANELMATEE, CF TAP —GRIP AND CRETE —FLEX SS4 ANCHORS INTO CONCRETE BLOCK UNIT SHALL BE 1 1/4'; 1 3/8" FOR ZAMAC NAILIN ANCHORS. 8.2) 7/8° CALK —IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. 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 WITH NO STUCCO. 8.3) MINIMUM EMBEDMENT OF 1/4 "0 x 3/4 ° ALL POINTS SOLID —SET ANCHORS SHALL BE 7/8° INTO THE CONCRETE BLOCK. 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 1° MINIMUM FOR WALLS MTH NO STUCCO. E1.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES IN B.1) AND B.2) ABOVE. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. Z PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 16 (SHEET 3 & 7 OF 15) EXCEPT THAT HEADERS 2, 3 & 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 INSTALLATION CONTRACTOR IS TO SEAL /CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND /RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 10. STORM PANEL INSTALLATION SHALL COMPLY WITH 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 (P.A.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,' i.e.- WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.A.O. PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (e) 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 (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS S RD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD 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 DUCT RENEWS as COS➢piyiag with the Florida Balding Code Acceptance No0 Date PRODUCT REVISED ` as complying with the Florida Balding Code Accept>bnce No — r ' �Expicr aoo etc 0 :BLS /,`. o o8 mm87 i Da ' sodas! COMM Division .a3 F.B.C.(High Velpcity Hurricane Zone) / IL ECO IN c. TILLIT TESTING & ENGINEERING COMPANY 41_58 MW. sem 5G, Std. Jan, maw caROL >'?. J.U$8 ssuitj (Sato71 -1530 . Fox : (305)871 -7531 ER-0008719 WALTEP A. AUJT Jr. P. E FLORIDA Lk. 44167 0.050" BERTHA ALUMINUM STORM PANEL LC. DRAWN BY.• EASTERN METAL SUPPLY, INC. 4268 WESTROADS DR. WEST PALM BEACH, PL 33407 4/24/05 DATE rm. tot 0119:1wnow OLD 03 -141 DM8 :care Ma 4/28.05 ASSCSMOS DAN 05 -078 DRAWING No SHEET 1 OF 15 s® 3" ANGLE B(IILD OUT BRACKET SdILE : 3/8.. 1' .091' NAZLE o/2•aa .750' MINI WALL 1.75 "xO.632" ANGLE WITH STUQ SCALE 1/2• - I" ® ..=_1141;g SCALE : 3/8" - 1' LEr ATiION OPTION../ OPTION 2 ® KEY HOLE AT PANEL 9.119" (TOTAL WIDTH) F-- 6.000• (EFF£CTNE WIDT10-1 1.500` , 4.473' 1.000" 1- 2.125 "-I ALUMINUM HALF PANEL SCALE : 1/4• - 1' 1 I /4" MAX. B. O. 'V" TRACK MILE : 3/B' - 1' fO L$ "x5 "(MAX.)x1 /8" ANGLE WITH STUD SCAB 3/8" - 1" 0.317' EDGE OF© 0 ROUND HOLE AT PANEL (OPTION TO 12) COMPONENTS 0 REVEREEP "F" ANGLE TRACK SCALE . J/8" - 1' 3/16 "--I 3/16" AL PLATE KEY HOLE WASHER 3105 -1154 Apure. ALLOY SCALE : 3/8" - 1' (3) 5/8'0 HOLES AT TOP LINE 0 3" Max. "U" BUILD OUT SCALE: 3/1'- 1• LEG LOCATIO-N-\. .J74" .188' ✓ �• I Oar 5 41. 4.:„4-2.000 -� ® 'F" TRACK ANGLE SCALE : J/8' - 1 • (2) 5/16" HOLES AT BOTTOM LINE FOR I/4 "0 -20x1` S.C. MACHINE SCREW TAPCONS 12" 14" 11 ./1 B "x7 "x14" LONG WALL PLeTE SCALE J /16• - 1' :063" :094' if— I R4 , 875" OR .080" DETAIL 1: STUD WI DIE CAST ZINC NICKEL PLATED WINO NUT a 0 "U" HEADER Ste: J/8' - t' • =EtO S. S. STUD TO ANGLE • SPACINGS SHOWN ON SECTIONS. DETAIL 1 2.000' 0 STUDDED ANGLE 6063 -16 Atom. ALLOY SCALE: J/8'- 1" PI OJWCT RENEWED RS complying with the PrimritiH Bidding Coale Aeorptamse No08 Ilbpiridoo Date 0 •06 /3 PROI)LJCE' REviEliv as complyieg atin the f :ida Bolding Code Ae spt:eace No 0 kv 4f1 I Da Ale Contra- INvision 7 6.oz 2005 F..B.C.(High Velocity Hurricane Zone) SEP 1 5 2005 IL E C O INC. TILLIT TESTING & ENGINEERING COMPANY 6356 ALW 1661. Sea 30 , NRINNN MRDE9£ 71. 33166 Phan : (3L8�71 -1530 . Y.A : (305)871 -1631 ED- 0008719 WALTER A. GLUT Jr. P. E FLORIDA Lk. % 44187 0.050" BERTHA ALUMINUM STORM PANEL LC DRAWN an . EASTERN METAL SUPPLY, INC. 4268 WESTROADS DR. WEST PALM SCION, FL 33407 4/28/05 DATE 6LY. NO OLD 03-141 {4/w/05 osseso e611 amt me N. ' Laawlyma Ant 05 -078 DRAWING He SHEET 1A OF 15 CONCRETE ANCHORS (SEE SCHEDULE) — TOP TRACK (SEE COMPONENTS, SHEET 1A OF 15) Min. 0 0 0 0 rT , 1 r r 1 1 r T 1 7 r r 1 1 7 - 7 7 - 7 r r T -1 r T T -r r r T T r r s T 1 1 - T 7 r r r, TYP. It/ ti Max. 1 Min. CONCRETE ANCHORS (SEE SCHEDULE) STORM PANEL TYPICAL ELEVATION SCALE : 1/8" = I" 4m3I' Mo..� 1 Min. — BOTTOM TRACK (SEE COMPONENTS, SHEET 1A OF 15) SECTION A-A SCALE: 1 /8"= 1" SEP 1- 6-2885 FROSUCT RENEWED as canspieng with the MOB Balding Cede Acceptance NoO Ezpratten Date O PRODRICT REVISE as emptylag with the Florida Balding Cod AceePOinnee No 0 — ' O E3Pi table ''et O Mar -OAP By , ..�.✓ �, 4j !heal Dad +01'adgest Division F.B.C.(High Velocity Hurricane Zone) /1itIiNC.\ TILLIT TESTING & ENGINEERING COMPANY 6355 kb. VII Ste. 345 'Ftd164 GOMA Fl 33166 Pnmaa J01417: -Ism . vwr : (300177 -rs.11 E9- 0006719 WALTER A. fLur Jr. P. E. FLORIDA Liz / 44167 0.050" BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4268 WESTROADS DR. WEST PALM REACH, fL 33407 L.C. DRAWN 137: 4/28/08 DATE 65 O[SCRtI N I Ns OLD 03 -141 4/20/0 Rat J 0175 05 -078 DRAWING No SHEET 2 OF 15 CONCRETE ANC (SEE SCHEDULE POURED CONCRETE REQUIRED( .,%„\\ \ \ \ \\ CONCRETE ANCHORS (SEE SCHEDULE) \ PO RED 4� CONCRETE \ OUIRED \ \ \ \ \ \ \ \ \\ Cont. SEE SCHEDULE FOR Min. SEPARATION TO CLASS //)// /////./i. POURED -' CONCRETE p / OR CONCRETE / BLOCK WALL Li REQUIRED I CONCRETE ANCHORS (SEE SCHEDULE) / 1.125' SECTION ® ANCHOR / / /r / / / / /// POURED - ,p CONCRETE OR CONCR W BLOCK WALL REQUIRED Cont. 1.125' 7/8 "x 3/32" WING NUT EVERY STUD 0 12" 0.0 SECTION 0 STUD WALL AMOUNTING INSTALLATION S CTION 1 SCALE : 3/8" - 1' : DETAIL OF SECTION ® STUD VALID ALSO FOR NTING INSTALLA770N - SECTION 2 SEE SCHEDULE FOR Min. SEPARATION TO GLASS 1/4" 0 -20 x 34" BOLTS W/ 7/8" .3/32" WING NUT 0 12" 0. C. Cont. POURED -' CONCRETE OR CONCRETE BLOCK WALL W REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) a A WALL MOUNTING INSTALLATION SECTION 2 SCALE : 3/8" = 1" E. D. = EDGE DISTANCE (SEE SCHEDULE ON ht /S 10 & 11 OF 15) CONCRETE ANCHORS (SEE SCHEDULE) —\ w • \ \ \ \\ POURED CONCRETE REQUIRED / / /// I SEE SCHEDULE FOR Min. SEPARATION TO GLASS POURED -� CONCRETE OR CONCRETE BLOCK WALL 4i REQUIRED I CONCRETE ANCHORS (SEE SCHEDULE) 0-20 x 7/8 � ° x Y7dr170` Y1NG NUT O5 Cont. BUILD OUT INSTALLATION SECTION 3 NOTE FOR COMBINATION OF SECTIONS : WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SCALE : 3/8" = 1" SEP3-5 2005 CONCRETE ANCHORS (SEE SCHEDULE) C \ POURED W CONCRETE REQUIRED \\\\\\\\\.\\\ SEE SCHEDULE FOR Min. SEPARATION TO GLASS / / /// / / /// POURED -� CONCRETE 4 OR CONCRETE BLOCK WALL 4i REQUIRED / CONCRETE ANCHORS (SEE SCHEDULE) 7 /8 "x 3/32° WINO NUT a EVERY STUD 0 12' 0. C. 1 Q Cont. tl`Min.� 1/4" 0 -20 M. S. W/ NOT 0 12" 0. C. BUILD OUT INSTALLATION SECTION 4 SCALE : 3/8" = 1" asc omplylee willa tin Media WO* Canal Mx-whence No 0 Eapi =tiara Date By Miami Dad Division PRODUCT REVISED as complying odds the Florldit Badding Code Actepice No .. 0 ` 6.0? Expiriati®ra Date 0 :TAX, BY Miami Dade Division F.B.C.(High Velocity Hurricane Zone) /1TE3.\ TILLIT TESTING & ENGINEERING COMPANY MSS A4i6: sts Ma, a9t0 to GARDA% Fl J..1188 Phone 71 -1430 . Fe.: (103).911-15J1 E8- 0006719 WALTER A. 11L1JT Jr. P. E FLORIDA Lk. # 44167 0.050" BERTHA ALUMINUM STORM PANEL EASTERN METAL . SUPPLY, INC. 4288 WESTROADS DR. WEST PALM BEACH, FL 33407 L0. DRAWN BY: 4/28/05 DATE 05 -078 DRAWING No SHEET .3 Of 15 CONCRETE ANCHORS (SEE SCHEDULE) . POURED 4i CONCRETE REQUIRED \\\ \ \\\\\ Cont. 1/4° 0 -20 S. S. MACHINE BOLT W/ NUT B WASHER td 12° 0. C. 1° Min. POURED REQUIRED CONCRETE CONCRETE ANCHORS (SEE SCHEDULE) ` - \ \`- "r"" Cont. v a SEE SCHEDULE FOR Min. SEPARATION TO GLASS 1/4° 0 -20 x 3/4° BOLTS W/ 7/8 x 3/32° WING NUT 12° 0. C. ALTERNATE LEG LOCATION / / /// / / / / /// POURED 1 CONCRETE . / 01? CONCRETE BLOCK WALL 43 / REQUIRED E CONCRETE ANCHORS / (SEE SCHEDULE) / / J Cont. CONCRETE ANCHORS (SEE SCHEDULE) n POURED REQUIRED-- ONCRETE 1 ° \\\\1\ \\\\ SEE SCHEDULE FOR Min. SEPARATION T® 0 C. 1° Min. Cont. Min. 1/4° 0 -20 5 BOLT W/ NUT 12 °0. C. BUILD OUT INSTALLATION - SECTION .1 SCALE : 3/8° = 1° E D. = EDGE DISTANCE SEE SCHEDULE ON HEETS 10 it 11 OF 15) NOTE FOR COMBINATION OF SECTIONS : WALL /FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLA77ON. 0 . TI INSTALLATION - SECTION SCALE : 3/8° m 1" ALTERNATE LEG LOCATION Cont. 1 4° 0 -20 x 3/4 ° BOLTS W°/ i /8° x 3/32 WING NUT 12" 0. C. SEE SCHEDULE FOR Min. SEPARATION TO GLASS 1/4° 0 -20 x 1.3/4° BOLTS W./ 7/8° x 3/32 WING NUT SO 112 ° O. C. //////2/:/// POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) I II / O CEILING & FLOOR MOUNTING INSTALLATION - SECTION 7 SCALE : 3/8° = 1" CAUL -/N 0R ALL P0/NT SDUD -SET OR ELCO maim/female PANELMATE OR CF TAP -GRIP (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED -� \\\\\ O --I SEE SCHEDULE FOR Min. SEPARATION TO GLASS POURED //)/y/17/// CONCRETE OR CONCRETE BLOCK WALL 4i REQUIRED CALK -IN OR ALL POINT SOUR -SET OR ELCO mate /female PANELMATE OR CF TAP -GRIP (SEE SCHEDULE) WALL MOUNTING INSTALLATION (D. M.) - SECTION 8 SCALE : 3/8° _ PRODUCT RENEWED as complying with the Vhstille lituldhig Cads ot? —o Z.3.0 6 A Asa Data 13 PRODUCT REVISED as ciamplying with the Florida 6a d hg Code Am.:p one No Espirito. D1te 0 33,$' iV3ia�ci Dad' it g Cottna Division F.B.C.(High Velocity Hurricane Zone) /17tENC.\ TILIJT TESTING & ENGINEERING COMPANY 6.155 AGW. Seth 5y Sta 30S, ROBIN OrtRODI5 P1. MISS Phone : (105)871 -1530 . Fax : (303)871 -1137 EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lie. 1 44167 0.050" BERTHA ALUMINUM STORM PANEL L.0. DRAWN 8Y EASTERN METAL SUPPLY, INC. 4268 WESTROADS DR. WEST PALM BEACH, FL .13407 4/28/05 DATE RIK NO oasrxrnmv DAN six it. try 05 -078 DRAWING No 01A 0J -141 4/28/05 SHEET 4 OF 15 CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED CALK -IN OR ALL POINT SOLID -SET OR ELCO mo/e/lemole PANELMATE OR ELCO mole /female PANELMATE PLUS //1/4 0 -20 SIDEWALK BOLT OR W/1/4 0 -20 TRUSSHEAD BOLT + + (SSEE SCHEDULE FOR SPACING) EDflST1NG' CLASS —I SEE SCHEDULE FOR Min. SEPARATION TO GLASS 1/4" 0 -20 it 1° S.SM.S. W/ 7/8" 0 x 3/32" WING NUT 0 12" 0. C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) Cont. WALL MOUNTING INSTALLATION SECTION 9 SCALE : J /8" = 1 " E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 & 11 OF 15) NOTE FOR COMBINATION OF SECTIONS : WALL/FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. POURED CONCRETE REQUIRED JSEE SCHEDULE FOR Min. SEPARATION TO GLASS 1/4" 0 -20 x 1" S.S.M.S. W/ 7/8 "0 x 3/32" WING NUT 0 12" 0. C. CALK -IN OR ALL POINT SOLID -SET OR ELCO mole /femole PANELMATE OR ELCO male /lemole PANELMATE PLUS 1/4 0 -30 SIDEWALK BOLT OR / W/1/4 -20 TRUSSHEAD BOLT + + (SE SCHEDULE FOR SPACING) g i 6 A 1 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED .375" CONCRETE ANCHORS (SEE SCHEDULE) Cont. WALL MOUNTING INSTALLATION ECTION 10 SCALE.: 3/8" = 1° + + SIDE WALK • MACHINE SCREW W /�TH AS PER NOTES A2 & 8.2 (SHEET 1) TRUSS HEAD BOLTS ARE 1/2 Px_/8 THICK HEAD MACHINE SCREW W/LENGT' AS PER NOTES A.2 & B.2 (SHEET 1) POURED CONCRETE REQUIRED )\\ \\\\\\\\ J SEE SCHEDULE FOR Min. SEPARA770N TO GLASS //// POURED CONCRE7E CRETE BLOCK WALL REQUIRED 7/8" 0 x 3/32" WING NUT EVERY STUD 0 12" 0. C. 4i —r 7 /8"0 x S/32" WING NUTS ®12" O.C. .875" CONCRETE ANCHORS (SEE SCHEDULE) Cone A r WALL MOUNTING INSTALLATION SECTION 11 SCALE : 3/8" = 1" CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED 1 SEE SCHEDULE FOR Min. SEPARATION — JTO GLASS EQ. ---y EQ.— 7/8" 0 x 3/32" W1NG NUT 0 EVERY STUD 0 12" 0. C. O Cent. ALTERNATE LEG LOCATION &i Cont. a A z ii /r / i ii i i i ii i i ii • 'i i i/ I L POURED II CONCRETE H r / CONCRETE ANCHORS J Ea-9 (SEE SCHEDULE) u REQUIRED CEILING & FLOOR MOUNTING INSTALLATION SECTION • SCALE : 3/8" = 1" >� cirmplyisg with He 376o;.o6Z3.0 au Date - USE* • 13 act Central - .-EDGE OFF SLAB IF APPLICABLE /2 PRODUCT REVISED as complying vide the Flotiliao FS1Wing cede Aceeplaaec No O Ex}ae�. tisn Mt* By Miama Dad st,.,?:et Control Division F.B.C.(High Velocity Hurricane Zone) TILUT TESTING & ENGINEERING COMPANY 055 M.W. JRU 51., Ste. MS, YfRSIXhI &meg f! 33106 PAan.: 1871 -187f1 . Fax : (3O5)B71 -1531 EB- 0006719 W �IDA # 44187E 0.050" BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4268 WESTROAOS DR. WEST PALM BEACH. FL 37407 ICY. 55 Darnall OLD a3 -141 5 005 *at Ara 4/ae/ OS. 4 DAR L.G. DRAWN BY: 4/28/05 DATE 05 -078 DRAWING No SHEET 3 OF 15 1 1/4° MiN. . PENETRATION TO • CONCRETE BLOCK & 2" TO CONCRETE . . . 4 ' , d' rAri Figat EXISTING BRICK VEENER 0 Cont. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED \ 1/4"0x8" ELCO mole ANELMATE TVAS ANCHORS (SEE SCHEDULE FOR SPACING). V L__. EXISTING STEEL ANGLE UN1EL AS APPLICABLE SEE SCHEDULE FOR Min. SEPARATION TO GLASS EXISTING BRICK SILL 1/4° 0 -20 x 3/4" BOLTS W/ 7/8 "0x 3/32" WING NUT 0 12" O. C. EXISTING FLASHING AS APPLICABLE Max. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1 /2 " --I Mall. EXISTING BRICK VEENER 1//4 "0x8° ELCO male PANELMA7E TVAS ANCHORS (SEE SCHEDULE FOR SPACING). BUILD OUT INSTALLATION SECTION 13 SALE : 3/8° = 1" Cont. E D. m EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10& 17 CF 15) z NOTE FOR COMBINATION OF SECTIONS : WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED C Cont. EXI 17N� SEE SCHEDULE FOR Min. SEPARATION TO CLASS 1/4° I0 -20 x 1" S.SM.S W/ 7/8 "0x332° WINO NUT ®1 " 0. C. POURED CONCRETE OR CONCRETE BLOCK WALL C REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) .375" Cone CONCRETE ANCHORS (S SCHEDULE) POURED CONCRETE REQUIRED hz Cont. EXIS77NG �I GLASS SEE SCHEDULE FOR Mfn.TO SEPARATION GLASS 1 DETAIL 2/7 T- 1/4" 0 -20 x 1" SS.M.S W/ 7/8" 0 x 3/32° WING NUT Q 1 0. C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS .375" (SEE SCHEDULE) -T Cont. SECTION 14A SECTION 148 WALL MOUNTING INSTALLATION$ SECTIONS 14 SCALE : 3/8° = 1 " O I FOR ',NE WITH INTERIORLY REMOVABLE PANELS 1 A z N INTERIORLY REMOVABLE PANEL \ w SIDEWALK .BOLTS E DETAIL 2) TED TO ! THRU 5/8 "0 8" 0.0 & FASTENED 7/8 °0x3/32° WING NUT EVERY SIDEWALK BOLT. CONNE HOLES AT AT REAR W HTCT ss a tIcylo w!tfe the Florida � amnia. �Stdd g Codo Asaceplactee i�a °.o Z Ac dar�rT 0 `Z- "03 o. 1 T °o��er':,, 31 R 72,1 • :NW/ Z00,e . ,::.,, &Ste .y -1 -, / L ct Centro' Di ,.2ion F.B.C.(High Velocity Hurricane Zone) $LP 1.6..2005 0.050" BERTHA ALUMINUM STORM PANEL LG. DRAWN BY: eta /1'itIiEo.C.\ TILLIT TESTING & ENGINEERING COMPANY 6.133 MW. JQmA Ste. J09, 117 / 6NRQPT fA .33166 Phone : t309 71 -1630 . fax r (947)87/ -1391 EB- 0006718 WALTER A. ALLIT Jr. P. E FLORIDA Lk. 44167 EASTERN METAL SUPPLY, INC. 4268 WESTRDADS DR. WEST PALM BEACH, FL 33407 "a mu 0LD 03-741 4/26/03 4/28/05 DATE 1187E x° DESCIPIEGIN 05 -078 DRAWING No SNOT 6 OF 15 CONCRETE ANCHORS (SEE SCHEDULE )\ POURED CONCRETE REQUIRED I EQ. —EQ. -- \ \\ SEE SCHEDULE FOR Min. SEPARATION r- TO GLASS J 0 Cone l_ Cont. oyi tn L wH 7/8" 0 x 3/32" S WING NUT 0 s EVERY STUD 0 12° 0. C. / / / / / / /// / / / / / / /' / / / // EDGE OF POURED CONCRETE 1 .L 1 a /—..—SLAB IF REQUIRED 1 1 /f APPLICABLE CONCRETE ANCHORS tt f. 0. (SEE SCHEDULE) 7/8" o x 3/32' WING NUT • O8' 0. C. CONCRETE ANCHORS (SEE SCHEDULE )\ POURED CONCRETE I I \ REQUIRED -- EQ. TT EQ.— \, \ \) \ \ \ \ \\ \ \ \ \\ \\\\\\\\\\ atzt ISEE SCHEDULE FOR Min. SEPARATION TO CLASS 1— DETAIL Cont. 7/8' 0 x 3/32' WING NUT EVERY STUD 0 12" 0. C. 0 Cont POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ) SECTION 15A SECTION 15B CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS 15 SCALE : 3/8° o 1° . 875" 1/4 -20x1 ° IS. SIDEWAUC 80L15, 11 W/3/4' SLOTTED HEAD. FIXED f 1 JORLY REMOV PANEL THRU KEY HOLE • 6" 0.0 W/ 1/4 " -20 AT REAR 050" 1/4° HOLE 0 6" 0.0 DETAIL 2 — INSTALLATION OF Vexes s SIDEW RO, LT5 !i RAID, ,VARLE eAba. ^EDGE OF SAPRIJIABLE E D. / INTERIORLY REMOVABLE PANELOW /- SIDEWALK BOLTS .($EE DETAIL 2) C TED TO (11)THRU 5/8 "0 HOLES AT 1 / 0 6° 0.0 & FASTENED AT REAR W 7/8 °0xJ /J2" WINO NUT 0 EVERY SIDEWALK BOLT. CONCRETE ANCHORS (SEE SCHEDULE ) POURED CONCRETE REQUIRED \ \ \ \ \ \ \ \ \ \\ E. 0. EQ. _LL EQ.— LSEE SCHEDULE FOR Min. SEPARATION — TO GLASS 7/8' 0 x 3/32' WING NUT 0 EVERY STUD 0 12° 0. C. Cont. L ALTERNATE LEG �-LOCA170 N N Cont. z CONCRETE ANCHORS (SEE SCHEDULE ) POURED CONCRETE REQUIRED — EQ. --1 I EQ: \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \R\ \� SEE SCHEDULE FOR I— Min. SEPARATION TO GLASS /2;1+///72/////////////4/ / —SLAB m IQF APPLICABLE II II j u POURED CONCRETE CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ) J.-- DETAIL M 7/8" 0 x 3/32' WING NUT 0 EVERY STUD 0 12" 0. C. Cant i ALTERNATE LEG u % LOCATION L LCB i // //viii // /////// /// // 1 POURED u CONCRETE REQUIRED SECTION 16A SECTION 168 CEILING & FLOOR MOUNTING INSTALLATION, ABLE INSTALLATIONS VALID FOR ANELS 0 USED JOINTLY PANEL WITH INTERIORL REMOVABLE PANELS 1® £ D. a EDGE DISTANCE SHEEET 10E& 11 OF 15) NOTE FOR COMBINATION OF SECTIONS : FLOOR /CDLINC MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SECTIONS 16 SCALE : 3/8" = 1" PRODUCT MEMO es complying with the Perth Bolding Code Acceptance No O IEs,. Date 0 Division CONCRETE ANCHORS )1 (SEE SCHEDULE) , / I— E.D. —I INTERIORLY REMOVABLE PANEL OW/ SIDEWALK BOLTS, EE DETAIL 2) CONN TEED TO f THRU 5/8 "0 HOLES AT 1 f 0 6° 0.0 & FASTENED AT REAR W 7/8 °0x3/32" WING NUT 0 EVERY SIDEWALK BOLT. PRODUCT REVISED 8 ce7nagy 7IS wins the Florida ffit.ddiag Code Ae:caplet? No A 2, O3e ERpi t'eeQ'i ':W O ` . ���f` .� By / %f!'�% lb6�n:lNTaaa'r Divhlon F.B.C.(High Velocity Hurricane Zone) /1itENC.\ TILLIT TESTING & ENGINEERING COMPANY 6.155 MW. JIM. SIS..306. v)I410ME4 O4RDENS, R 3811 Phan : (305)877-1510 . Fme r (155)872 -75.31 EB- 0008719 WALTER A. GLUT Jr. P. E. FLORIDA Lk. ,B 44787 0.050° BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4268 WESTROADS DR. WEST PALM BEACH, FL 33407 NO: Nil INSCRIPTION Oaf MY. ,r IMIYAMION BAIT LG. DRAWN 8Y• 4/28/05 DATE 05 -078 DRAWING No OLD 03 -747 4/3.8/05 SHEET 7 OF 15 \ \ \\\ r1/4" Max. GAP (WHOLE) SECTION 9-B SCALE : 1/8" = 1" (WHOLES) BUT NOTCHED EA CORNER BOTTOM AS SHOWN. 148/6, 15,16B/7 1/4" -20x1 " S.S. SIDEWALK BOLTS. —SEE DETAILS 2/7, 2/15. 1/4" Max. GAP 1 14A/6, 15,16A/7 • --3" Max. 1 Min. - +i (WHOLE) } INTERIORLY REMOVABLE PANEL OW/ SIDEWALK BOLTS (SEE DETAILS 2/7, 2/14) CONNECTED TO THRU 5/8 "o HOLES AT 0 ® 6" O.0 & FASTENED AT REAR W/7/8 "0x3/32" W/NG .NUT &1 EVERY SIDEWALK BOLT -- 2 L. ORO OR 1@ 4, 149/6, 14A/6, 5,16B/7 15,16A/7 CONCRETE ANCHORS (SEE SCHEDULE) 3 "— Max. 1 Min. INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION Y SCALE : 1 /8" = 1" SEe -y1 pp� 5 GUUJ PIROMICT MEMO as complying with die Nokia %Wag Code Apte sNoO - 0623:06 Des 0:7L7:1f. . /3 PRODUCT REMED as comply/Pit wt4 dm Florida I idi g Code A :cg:tln1.r. Nr,0 0 p ivxi::ra;ion Date 0 .. 7-08 By Mimi Da roduci Central Divisitaa F.B.C.(High Velocity Hurricane Zone) /1itIiZ'INC.\ TILLIT TESTING & ENGINEERING COMPANY MS IOW. J&h, Sk,'31.. 305. Mg2834 04RDRs R. 33165 Phone : (305)871 -1570 . Fax : (-105)871 -1331 E8- 0006719 WALTER A. GLUT Jr. P. E. FLORIDA Lic. 44187 0.050" BERTHA ALUMINUM STORM PANEL LG. DRAWN BY: EASTERN METAL SUPPLY, INC. 4288 WESTROADS DR. WEST PALM BEACH, FL 33407 4/28/05 DATE IMO. MO OlSOMMOI ONO AN. 3. 1 65lafrio 11 DAN 05 -078 DRAWING No 010 03 -141 4/28/05 SHEET 8 OF 15 CUT PANEL 1" Min. 2" x 4" x .125" 3105 —H14 OR 6063 —T6 ALLOY Cont. Alum. ANGLE CASE A (Plan) SCALE.' 1/4" = 1" POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS ® 12" 0. C. Il 1/4" 0 BOLT 24" 0. C. W /JACKNUT CASE B (Plan) SCALE: 1/4" = 1" R 2" x 3" x .093" 3105 H -14 OR 6063 —T6 ALLOY Cont. Alum. ANGLE WITH ANCHORS ® 12" 0. C. R®OR® OR O OR O OR OR®OR03 4 "x4 "x.072" 3105 —H74 OR 6063 —T6 ALLOY Cont. Alum. ANGLE HALF PANEL 1/4" GAP MAXIMUM DESIGN PRESSURE RATING "FP" (p.s.f.) AN' a D" CORRESPONDING MAXIMUM PANEL LENGTH SCHEDULE " SCHEDU, 1.000" CASE D (Plan) SCALE: 1/4" = 1" POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED r-2.500° Min CONCRETE ANCHORS 2500" ® 12" O. C. — Min. 1.000" 2`x 2 °x.055 "TO 2`x5 "x.055" Cont. Alum. ANGLE OR .080° 3105 —H154 SHEET METAL Alum. BENT PLATE END CLOSURES DETAILS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ALTERNATE LEG LOCATION MAXIMUM DESIGN PRESSU'E RATING (Ps.t Mox. PANEL LENGTH MINIMUM SEPARATION AEC SEC I'NS TABLE TO # & = - 10N THEM SEE SECTIONS) 0 s C ANY CO OF +65.0, -77.0 8' -0" OR LESS 2 1/4" r" 8 +65.0, -77.0 9' -0" OR LESS 3 11/16" 1 THRU 8 +65.0, -72.0 9' -0" OR LESS 3 1/2" 11 +62.0, -73.3 10' -0" OR LESS 3 7/8" 2, 6, 7 & 8 +63.5, -63.5 9' -0" OR LESS 3 1/2" 9, 14, 10 +65.0, -65.0 9' -0" OR LESS 3 1/2" 12, 15, 16 +63.5, -63.5 9' -0" OR LESS 3 3/4" 13 CASE C (Plan) SCALE: 1/4" = 1" SEP I 6-2005 PRODUCT RENEWED as complying with the Norlda iSaiding Cody: Acceptance No 08- o 623. o Expiration date 0:161 Zo /3 PRODUCT REVISED as mesplying with the nasida rankling Cade Acceptance No 05- Expkatien Date By T'1, iT ,i$z' ;7'1)1, i Division °0? e F.B.C.(High Velocity Hurricane Zone) /1iNC.\ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 3611,. St, 51e. 30$ V91GMM CAADENS FL 33166 Phone : ( 1 -1570 . Fear : (347)971 -1531 E8- 0006719 WALTER A. 17111T Jr. P. E FLORIDA Lk. Ip 44167 0.050" BERTHA ALUMINUM STORM PANEL LG. DRAWN IM EASTERN METAL SUPPLY, INC. 4268 WESTROADS DR. WEST PALM BEACH, R. 33407 4/28/05 DATE RIX 15 DAA' w w Dt 05 -078 DRAWING No 010 03 -141 4/23/05 3 SHEET 9 OF 15 1.. DESIGN PRESSURE RATING "ir (p.s.f) AND C'RRESPONDING MADMEN AAiCHOR SPACJNG SCHEDULE FOR INSTALLATIONS IN CONCRETE AND CONCRETE BLOCK STRUCTUR „M DESGN LOAD iv (F+.1.T M410MIM ANCHORS SPACING FOR c A - 3 1/2' * APPUG161E 10 SECTIONS ANY COMffiWRON OF 1NEY MAXIMUM .' 1. LEA1G111 1' DO REQUTAR TAPCONS CRETE -FLEE SS4 PAMAC AAIUN GdN-W SOt1D -SET CF TAP -G 1P PANW447ES PARELMATE PLUS 410 S& TAPCON 10 CONCRETE 10 M4SOYRY TO CONCRETE IV MASONRY TO CONCRETE 10 MASONRY TO •,. :<., TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY 10 COYCRETE TO MASONRY TO CONCRETE TO MASONRY I0 CONCRETE TO MASONRY — +83.5, • —63.5 e' N/A N/A N/A 4” N/A 8" N/A N/A N/A 5' N/A 3 1/2' N/A N/A N/A N/A N/A 1 (TOP) 9' -0" OR LESS • • 12' 6' N/A N/A 10' 7 1/2' 12" 9° N/A N/A 12' 7' 11° 11' 12' 7 1/2° N/A N/A 1 (BOTTOM) 12' N/A N/A N/A 10" N/A 12° I N/A N/A N/A 12° N/A 11• N/A N/A N/A N/A N/A 2 (TOP) 12" 6' N/A N/A 10" 7 1/2° 12' 9' N/A N/A 12' 8" 11• 11' 12' 7 1/2' N/A N/A 2 (BOTTOM) 12' N/A N/A N/A 10' N/A 12' N/A N/A N/A 12" N/A 11' N/A N/A N/A N/A N/A 3 (TOP) 12' 6' N/A N/A 10" 7 1/2' 12° 9' N/A N/A 12' 8' 11' 11° 12' 7 1/2° N/A N/A J (BOTTOM) 72` N/A N/A N/A 10" N/A 12' N/A N/A N/A 12' N/A 11' N/A N/A N/A N/A N/A 4 (TOP) 12' 6" N/A N/A 10' 7 1/2° 12' 9' N/A N/A 12' 8' 17' 11' 12" 7 1/2" N/A N/A 4 (BOTTOM) 12' N/A N/A N/A 10' N/A 12° N/A N/A N/A 12° N/A 11' N/A N/A N/A N/A N/A 5 (TOP) 12° 6° N/A N/A 10" 7 1/2' 12' 9' N/A N/A 12' B' 11' 11' 12" 7 1/2" N/A N/A 5 (BOTTOM) 8 1/2' N/A 12" N/A 5 1/2" N/A ? 2° N/A N/A N/A 8 1/2' N/A 11 1/2' ,_ N/A 11" N/A . 9 1/2' N/A 6 (TOP) 8 1/2 N/A 12" N/A 5 1/2' N/A 7 1/2' N/A 10 1/2° N/A 8 1/2' N/A 11 1/2° N/A 11' N/A 9 1/2" N/A 6 (BOTTOM) 7 1/2' N/A 11 1/2' N/A 5° N/A 7' N/A 10 1/2' N/A 7° N/A 10 1/2' N/A 10• N/A 8 1/2' N/A 7 (TOP /BOTTOM) N/ N/A N/A N/A N/A N/A 12• B' 1 2° ^ 1 2' 12" 6° 6" 6' 12' 1 2" N/A N/A 8 (TOP/1301112M) 12" N/A 12" N/A N/A N/A 12' N/A N/A N/A N/A N/A 12' N/A 12' N/A 1 ?" N/A 9 (7 ) 12' 6" 12' 12' N/A N/A 12" 9° N/A N/A N/A N/A 12' 71' 12' 7 1/2" 12° 7 1/2' 9 (BOTTOM) N/A N/A N/A N/A N/A N/A 12' 6' 12' 12' N/A N/A 12' 6' 12' 6" N/A N/A 11 (P ) 12' B° 12' 12' N/A N/A 12" 9' N/A N/A N/A N/A 12' 10° 72' 7 7/2' 12° 7 1/2" 10 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 12' 11' N/A N/A N/A N/A 13 (TOP) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 12' 6' N/A N/A N/A N/A 13 (BOTTOM) 12' N/A 12' N/A N/A N/A 12° N/A N/A N/A N/A N/A 12' N/A 12' N/A 12° N/A 14 (TOP) 12" 6' 12° 12' N/A N/A 72" 9' N/A N/A N/A N/A 12" 17' 12' 7 1/2" 72' 7 1/2' 14A (BOTTOM) 12' 4 1/2" 12' 9" N/A N/A 12' 6 1/2' N/A N/A N/A N/A 12' 8' 12" 5 1/2` 12' 5 1/2° 14B (BOTTOM) 11 1/2' N/A 12' N/A N/A N/A 12' N/A N/A N/A N/A N/A 12' N/A 12' N/A 12' N/A 12 (TOP) 8 1/2' N/A 12" N/A N/A N/A 7 1/2° N/A 10 1/2' N/A N/A N/A 11 1/2' N/A 11' N/A 9 1/2' N/A 12 (BOTTOM) 11 1/2' N/A 12` N/A N/A N/A 12' N/A N/A N/A N/A N/A 12' N/A 12' N/A 12" N/A 15 (TOP) 8 I /2' N/A 12" N/A N/A N/A 7 1/2° N/A N/A N/A N/A N/A 11 1/2' N/A 77' N/A 9 1/2" N/A 184 (BOTTOM) N/A N/A J 1/2' N/A N/A N/A N/A N/A N/A N/A N/A N/A 3" N/A J' N/A 3° N/A 15B (BOTTOM) 11 1/2° N/A 12° N/A N/A N/A 12' N/A N/A N/A N/A N/A 12' N/A 12" N/A 12" N/A 18 (TOP) 8 1/2' N/A 12' N/A N/A N/A 7 1/2' N/A N/A N/A N/A N/A 11 7/2' N/A 11' N/A 9 1/2' N/A 161 (BOTTOM) 3' N/A 4 1/2' N/A N/A N/A 3' N/A N/A N/A N/A N/A 4" N/A 4' N/A 4' N/A 16B (BOTTOM) +85.0, 6" N/A N/A N/A 8° N/A 6' N/A N/A N/A 8' N/A 6' N/A N/A N/A N/A N/A 2 (TOP) 9' -0" TO 10' -0' • 6" 5 1/2° N/A N/A 8" an 6° 6' N/A N/A 6' 6° 6' 8" N/A N/A N/A N/A 2 (BOTTOM) —65.0 6° N/A N/A N/A 4 1/2° N/A 6' N/A N/A N/A 6' N/A 5 1/2' N/A N/A N/A N/A N/A 6 (TOP) 6° N/A N/A N/A 4 1/2' N/A 6° N/A 9 1/2' N/A B' N/A 5 1/2" N/A N/A N/A N/A N/A 6 (BOTTOM) 6° N/A N/A N/A 4' N/A 6° N/A 9 1/2' N/A 6' N/A 4 1/2' N/A N/A N/A N/A N/A 7 (TOP /BOTTOM) N/A N/A N/A N/A N/A N/A 6° 6' 12' 12' 6" 6' B" 8' N/A N/A N/A N/A 8 (TOP /BOTTOM) * MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2', REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS (NOTE: A6n. £ D. FOR CALK—IN ANCHORS IS 2 1 27 FOR TN/S OPERATION TO BE Rowe F REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E D. FACTOR REGULAR TAPCON, 410 S.S. TAPCON, CRETE —FLEX SS4, ZAMAC NAILING, PANELMATE OR PANELMATE PLUS. CALIC —IN SOLID —SET CF TAP —GRIP 3" .86 .75 .78 1.00 2 1/2° .71 .50 — .80 2° .50 — — — E. D. = EDGE DISTANCE ANCHORS LEG£NQ ANCHOR TYPE Alin. ANCHOR SPACING REGULAR TAPCON, 410 El TAPCON, CRETE —FLEX SS4, ZAMAC NAILING. CF TAP -GR TE OR PANELMATE PLUS. SOLID —SET 3.5" PRODUCT RENEWED as complying with the Modal Bolding Code Aceephosee - 0623.06 I..:I . ,, 1;.,::. Date 13 BY Muni Deets Division PRODUCT REM ED ata co splyar.T, wilts ii'8 Florida IIPi i�ra C Arxri t.nate ray O5 - 0 ` Z .o3 EapiC•a !kw; Emil 0 :'L */ 2009 yY / �.�rP . Ld it/fivvai tYi iC2,r �9it FB.C.(High Velocity Hurricone Zone) SEP-_r x2005 IL E C O INa. 0.050" BERTHA ALUMINUM STORM PANEL LC. DRAWN 8Yr TILLIT mania de ENGINEERING COMPANY SUS MW. 3661 Ste. 305, IRMO CARVEVIL FL .11166 Phan • (305)87���Fan (.10S 71 — /S31 WALTER A. 17LL1T Jr. P. E. FLORIDA Lic. # 44167 EASTERN METAL SUPPLY, INC. 4268 WES7ROADS DR. WEST PALM BEACH, FL 33407 4/28/05 DATE >m IESCEPOIN OLD 03 -141 4 QM RE%. A. at hall 4/28/05 I 05 -078 DRAWING No SHEET 10 OF 15 MAXIMUM DESIGN PRESSURE RATING Nr (D.,s"f") AND CORRESPONDZYG MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUC:lg' MAXIMUM DESION LOAD W (P'7'/) MAXIMUM ANCHORS SPACING fOR E. D. - J 1/2' • APPLICABLE TO MAXIMUM PANE LENGTH `L` 00 REGULAR TAPCONS CRETE —FLEX 5S4 IAMAC NAfLIN CALK --1N SCUD —SET CF TAP —GRIP PANELMATES PANELMATE PLUS 410 IS TAPCON SECTIONS / & TO CONCRETE TO MASONRY 70 CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY 70 CONCRETE 70 MASONRY TO CONCRETE TO MASONRY TO CONCRETE 70 MASONRY TO CONCRETE 70 MASONRY TO CONCRETE TO MASONRY ANY COLBiMWnON OF THEM +65.0, -7Z0 6' N/A N/A N/A 3° N/A 6" N/A N/A N/A 3 1/2" N/A 2 1/2" N/A N/A N/A N/A N/A 1 (TOP) 12° 5° N/A N/A 10" 6" 12" 7 1/2' 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 10" , N/A 12" N/A N/A N/A 12° N/A 9 1/2" N/A N/A N/A N/A N/A 2 (TOP) 9' -0° OR LESS 12° 5° N/A N/A 10" 8° 12" 7 1/2° N/A N/A 12" 6 1/2" 9 1/2" 9" N/A N/A N/A N/A 2 (BOTTOM) 12" N/A N/A N/A 10" N/A 12" N/A N/A N/A 12" N/A 9 1/2° N/A N/A N/A N/A N/A 3 (TOP) 12` 5' N/A N/A 8° 6" 12" 7 1/2' N/A N/A 12" ` 6 1/2" 9 1/2" 9' N/A N/A N/A N/A 3 (BOTTOM) 12" N/A N/A N/A 10" N/A 12" N/A N/A N/A 12" N/A 9 1/2" N/A N/A N/A N/A N/A 4 (TOP) 12" 5" N/A N/A 8° 6" 12° 7 1/2" N/A N/A 12" 6 1/2" 9 1/2" 9" N/A N/A N/A N/A 4 (BOTTOM) 12" N/A N/A N/A 8" N/A 12° N/A N/A N/A 12" N/A 9 1/2" N/A N/A N/A N/A N/A 5 (TOP) 12" 4 1/2" N/A N/A - 7° 5' 12" 6° N/A N/A 10" 5" 7 1/2' 7 1/2" N/A N/A N/A N/A 5 (BOTTOM) 7" N/A N/A N/A 4 1/2" N/A 6" N/A N/A N/A 7° N/A 5" N/A N/A N/A N/A N/A 6 (TOP) 7" N/A N/A N/A 4 1/2" N/A 6" N/A 9" N/A 7" N/A 5' N/A N/A N/A N/A N/A 6 (BOTTOM) 6" N/A N/A N/A 4" N/A 5 1/2" N/A 9" N/A 6" N/A 4 1/2° N/A N/A N/A N/A N/A 7 (TOP /BOTTOM) N/A N/A N/A N/A N/A N/A 12° 6° 12° 12' 12" 6" 6" 6" N/A N/A N/A N/A 8 (TOP /BOTTOM) 6 1/2" N/A 12" N/A N/A N/A 6" N/A 9 1/2" N/A N/A N/A 9' N/A 9" N/A 7 1/2" N/A 7 (TOP /BOTTOM) S'-0" OR LESS 4650, -72.0 N/A N/A N/A N/A N/A N/A 12" 6° 12" 12" N/A N/A 12" 6" 12" 6" N/A N/A 11 (TOP) 12" 5 1/2" 12" - 10 1/2' N/A N/A 12" 8" 12" 12" N/A N/A 12" 9 1/2" 12° 6 1/2° 12° 7" 11 (BOTTOM) 6" N/A N/A N/A 6" N/A 6' N/A 12" 12" 6" N/A 8" N/A N/A N/A N/A N/A 2 (TOP) 9' -0" TO 10' -0" * 6' 5" N/A N/A 6" 5 1/2" 6° 6" N/A N/A 6" 6" 6" 6" N/A N/A N/A N/A 2 (BOTTOM) 6° N/A N/A N/A 4" N/A 6' N/A N/A N/A 6" N/A 5" N/A N/A N/A N/A N/A 6 (TOP) t62.0, -73.3 6` N/A N/A N/A 4" N/A 6° N/A 8' N/A 6" N/A 5° N/A N/A N/A N/A N/A 6 (BOTTOM) 6" N/A N/A N/A 5" N/A 6" N/A 8" N/A 5 1/2" N/A 4° N/A N/A N/A N/A N/A 7 (TOP /BOTTOM) N/A N/A N/A N/A N/A N/A 6' 6' 12" 12" 6" 6" 6" 6' N/A N/A N/A N/A 8 (TOP /BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 12" 12' N/A N/A N/A N/A N/A N/A N/A N/A 1 (BOTTOM) 10 (TOP) 11 (TOP/BOTTOM) * MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE FOR £ D. LESS THAN 3 1/2 ", REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE: M+n. B D. FOR CALK -IN ANCHORS IS 2 1 /27 FOR THIS OPERATION TO BE POSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING IND /CAtED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E D. FACTOR REGULAR TAPCON, 410 99. TAPCON, CRETE -FLEX SSA, ZAM4C NAILING, PANELMATE 0R PANELMAIE PLUS. -IN SOL1D -SET CF TAP -GRLP 3" .86 .75 .78 1.00 2 1/2" .71 .50 - .80 2" .50 - - - ANCHORS LEGENQ ANCHOR TYPE • Min. ANCHOR SPACING REGULAR TAPCON, 410 S.S. TAPCON, CRETE -FLEX SS4, &MAC NAILING, CF TAP -GRIP, PANELMAIE OR PANELMA7E PLUS 3.0" CAUL -IN 2.5° SOLID -SET 3.5" - -EP 1 5 .2005 E D. a" EDGE DISTANCE tSuc9' 4 ,o$- 06(30(, 0 :7t 20/3 Dirisloa PRODUCT REVISED as comp: 10gwifete Fto B7aldum" Cana NZ) 05•0 • m3 �a aGJFDal Musa A3a >',r r > Cunt F.B.C.(High Velocity Hurricane Zone) IL E C O ANC. TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. Nth, te. 303, WRBAW GARD.mx FL Mild P7wae r t 71 -1030 . fax r (35)871 -1537 SB- 0005719 WALTER A. 17WT Jr P. E. FLORIDA LTc. 9 44167 0.050" BERTHA ALUMINUM STORM PANEL LG. DRAWN AY. EASTERN METAL SUPPLY, INC. 4268 WESTROADS DR. WEST PALM BEACH, FL 33407 4/28/05 DATE gr:10 A _ IIISCRIFTIN BAR MU w OLO 03 -141 4/28/05 3 05 -078 DRAWING No SHEET 17 OF 15 EMI 1/4° 0 LAG SCREWS 0 6° 0. C. W/ 1 1/21 Min. THREADED PENETRATION TO EXISTING WOOD HEADER. 1 L WOOD HEADER REQUIRED SEE SCHEDULE FR MIA SVARATION 10 CLASS ALTERNATIVE 1 Cont. 7/8° 0 x 3/32 WING NUT EVERY 51110 12° 0. C Cont. 1/4° 0 LAG SCREWS • 6" 0. C.W /11/2° Min. THREADED PENETRATION O MIDWIDTH OF PLATE. ALTERNATIVE 2 SEE E LE MR TO GLASS 1/4°0-20 S S. 7/ BOLTS x 3/32° WING NUT 0 121 0. C. 2" x 41 PLAT REQUIRED Cont. 1/4° 0 LAG SCREWS O 6° 0. C. W/ 1 1/2° • THREADED PENETRATION O MIDWIOTH OF PLATE. ALTERNATIVE 3 1/4' 0 LAG SCREWS 0 6' 0. C. W/ 1 1/2° Min. THREADED PENETRATION TO EXISTING WOOD HEADER. Cont. WOOD HEADER REQUIRED SEE SOHEOULE FOR Mn. SEPARATION 70 GLOSS ALTERNATIVE 5 1/4'0 -20 S.S. BOLTS W/ 7/8'0 x 3/32' WING NUT 0 12° 0. C. 1/4° 0 LAG SCREWS O 6" 0. C. W/ 1 1/2" Min. THREADED PENETRATION ® MIDW/DTH OF PLATE. LTERNATIVE f NOTE FOR COMBINATION OF SECTIONS: WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 12"00 WI Min. 0 1/4" 0 LAG SCREWS 6 °0. C. WW/ 2° Min. THREADED PENETRATION TO EXISTING WOOD HEADER. Cont. 1/4" 0 -20 S. S BOLTS 0 12" 0. C. W/ NUT & WASHER • 1 WOOD HEADER REQUIRED SEE SCHEDULE FOR Mln. SEPARA770N TO CLASS ALTERNATIVE 7 WALL MOUNTING INSTALLATIONS SECTIONS A SCALE • 1/4° 1" Cont. 433" 0. D. x .634" LONG BRASS BUSHING W/ 1/4° 0 -20 x 2 "S S S M. 5 0 12° 0. C, FOR SPANS UP TO 5' -9" AND O 8° 0. C. FOR SPANS UP TO 9' —O° Max. OR 1/4" 0 -20 ELCO male /female PANELMATE 0 f 0. C. W/ 1 7/8' Min. PENETRA'T7ON FOR SPAN UP 70 9' -0 °. 1W00D HEADER 10u1RE0 SCHEDULE FOR Min. EPARA770N O GLASS as tattiplying nth ex Miskla Dabilm A ° 0$- 0623.o6 Dooto 1 - �"y / Dade Division 0 WROTH OF PLATE 433" 0. D. x 634" LONG BRASS BUSHING W/ 1/4° 0 -20 x 2 "SS.SM.S. ®12 °O. C. FOR SPANS UP TO 5' -9° AND 0 6' 0. C. FOR SPANS UP TO 9' -0' Mox OR 1/4" 0 -20 ELCO mote /female PANELMATE 0 12" 0. C. W/ 1 7/8" Min. PENETRATION FOR SPANS UP 7O 9' —O'. ALTERNATIVE 8 INSTALIA TIO DETA /LS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +85.0, —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. 2, SURFACED DRY WITH 19 Z M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. SEP Tr 2005 PRODUCT REVISED es Oylus .vVar Me Florida ISRraleisst Cr7fia AAA .. No 05 —'�1Z_ LLz tiso D::€ ;U by 2.00$ F.B.C.(High Velocity Hurricane Zone) /1tIiZNC.\ T/LLIT TESTING & ENGINEERING COMPANY e155 �71. te WRSINIA 8 � fee Phan* (Jmr (.18) E4- 0006719 WALTER A. MDT Jr. F! E FLORIDA Uc. / 44167 0.050" BERTHA ALUMINUM STORM PANEL LG. DRAWN BY: EASTERN METAL SUPPLY, INC. 4288 WESTROADS DR. WEST PALM BEACH, FL 33407 RSV. NO a DISCRIPTION DMZ' REV. 31 anCile nOM OLD 03 -141 4/28/05 3 4/24/05 DATE 0716 SHEET 12 OF 15 05 -078 DRAWING No WOOD TRUSSES OR RAFTER O 24" 0. C. REQUIRED / /1OIIIil / /INOMPI / uFC7u OD' 500' a .5 14 x 3/4 S. S. M. S. 0 6'0. C. SEL SOHEOUtE FOR Mkt SEPAIMITON TO mass Cont. ALTERNATIVE 9A 7/8 °0 x 3/32 WING NUT 0 EVERY STUD 6 12 "0. C. 1° x 4' x 1/8" Min. (6083 -T5) Alum. TUBE W/ (3)5/16'0x4° LAG SCREWS TO EACH JOIST. LOCATE SCREW AT MIDWIDTH OF • EXISTING WOOD MEMBER (2" MJn. NOMINAL WIDTH) W/ 2 1/2" Min. THREADED PENETRATION. 2" x 6' WOOD DECK REQUIRED (NO AMI AALLOWED)H 1/4 "0 LAG SCREWS 0 4" o.c. W/ 1 1 2 MIn. THREADED PENETRATION. ALTERNATIVE 9 WOOD TRUSSES DR RAFTER 0 24' 0. C. REQUIRED 5I / / /FYI /.it %IY %I moron' o if 14 x 3/4' S S. S. M. S. O 6" 0. C. ont. s MIA. SEPARATION R9 MASS 4 1 " x 4" x 1/8" Min. (6083 -T5) Alum. TUBE W/ (3)5/16 "0x4' LAO SCREWS TO EACH JOIST. LOCATE SCREW AT MIDWIDTH OF EXISTING WOOD MEMBER (2" Min. NOMINAL WIDTH) W/ 2 1/2" Min. THREADED PENETRATION. ALTERNATIVE 10 1� /4" 0 -20 x 3 4° BOLTS W/ 7/8'0 x 3/32" WING NUT 0 12' 0. C. 2" x 6" WOOD DECK REQUIRED � OWWEED))H Cont. 1/4°0 LAG SCREWS 0 4" o.c. W/ 1 1/2 Min. THREADED PENETRATION. ALTERNATIVE 11 CEILING & FLOOR MOUNTING INSTALLATION$ SCALE : 1/4" = 1° NOTE FOR COMBINATION OF SECTIONS: WALL /FLOOR /CEILING MOUN77NG SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLA770N. 1/4 "0 -20 S.S. BOLTS W/ 7/8 °0 x 3/32" WING tIUT 0 12 O. C. 4 "0 LAC EWS 0 6' 0. C. W/ 1 1/2" Min. THREADED PENETRATION 0 MIDWIDTH OF PLATE. ALTERNATIVE 12 * * VALID FOR Max, +63.5, —63.5 psf. 3/32" EVERY STUD 0 12 0. C Cont. 1/4" 0 LAG SCREWS 0 6" 0. C. W/ 1 1/2' Min. THREADED PENETRATION 0 MIDWIDTH OF PLATE. ALTERNATIVE 14 WALL MOUNTING INSTALLATION SCALE : 1/4" = 1° INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES: T. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0 -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. 2, SURFACED DRY WITH 19 % M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. SEP..1 5 2005 FR as camplyiagnith tkelboitb guiding Cab o= Expiration Data 0 : ;ASS' Zo /3 4c. P5`.3DUc 7t ".�dsE� as compir4h1E, Wid3 As Florida Binding (';r3a A z •xNt asaie No b Explr on EY a. 03 ZooB F.B.C.(High Velocity Hurricane Zone) /171iZNC.\ ramie I& ENGINEERING °AROM t Prone r (M.5)171-1530 . Imp : (340971 -,931 EB- 0008719 WALTER A 17LLIT Jr. P. E FLORIDA Lk. / 44167 0.050" BERTHA ALUMINUM STORM PANEL L. G. DRAWN en EASTERN METAL SUPPLY, INC. 4268 WESTIOADS DR. WEST PALM BEACH, FL 33407 4/28/03 DATE os OCISCRellOol OLD 03 -147 2 4/28/0.41 Ohlt ODZEPRON 4 05 -078 DRAWING No SHEET 13 OF 15 • 1/4 °0 S.11 LAG SCREW 0 4" o.c. W// 1 1/2° Min THREADED PENE7RAR0N 4" x 8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. SEE SCHEDULE FOR Min. SEPARATION TO GLASS ALTERNATIVE 15 7/8 °0 x 3/32 WING NUT EVERY STUD 0 12" 0. C. ALTERNATE LEG Cont. LOCATION 1.125 2° x 6" WOOD DECK REQUIRED (NO FINISH ALLOWED) 1/4°0 IS. LAG SCREW 0 4 1/2" o.c. W/ 1 1/2° Min. THREADED PENETRATION ALTERNATIVE 16 * CEILING Jc FLOOR MOUNTING INSTALLATIONS SCALE : 1/4° = 1° 1 7 /8' Min. PENETRATION WOOD HEADER REQUIRED 8° 2'x4" W000 PLATE 1 7/8° Min. PENETRATION EXISTING 2° x 4° STUDS 0 16" 0.C. Max. REQ 0 PIM ISar,,� 0 0 AN 2° rMax. EXISTING BRICK VEENER vArZIE 1/4 "0x8' ELCO male PANELMATE TVAS ANCHORS 0 6 1/2° 0.C. W/ 1 1/2" Min. TREADED P ETRARON INTO WOOD HEADER. EXISTING STEEL ANGLE LINTEL AS APPLICABLE SEE SCHEDULE FOR Min. SEPARATION TO GLASS ti EXISTING BRICK SILL APPLICABLE EXISTING FIASIDVO AS 1/4 °0x8° ELCO mole PANELMATE TVAS ANCHORS 0 4 1/2' O.C. TO EX!ST1NG PLYWOOD NOTE FOR COMBINATION OF SECTIONS: WALL /FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. EXISTING Min, 1/2° PLYWOOD TOQ D ( AS PE7?STENING SECTION 2909 OF THE SOUTH FL. BUILDING CODE. ©ConL EXISTING BRICK SILL ALTERNATIVE 17 * * VALID FOR Max. +63.5, —63.5 psf. BUILD -OUT INSTALLATION SCALE : 1/4° - 1 " nt. 1/4" 0 -20 x 3/4" BOLTS W/ 7/8 x 3/J2° WING NUT ® 12' 0. C. Wai Mk-- Uri i qegi 1/4" LAG SCREWS 0 6" O. C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD HEADER. WOOD HEADER • SEE SCHEDULE REQUIRED FOR Min. SEPARATION ro GLASS 4 Cont. 1/4"0-20 S S BOLTS W/ 7/8 "0 x 3/32° WING NUT 0 12" 0. C. .375' 1/4" 0 LAG SCREWS tID 6" 0. C. W/ 1 1/2° Min. THREADED PENETRATION ® MIDWIDTH OF PLATE. ALTERNATIVE 18,E * A°id©ouc 6' :::•:Sjsrmr:vjy as calap!ylai Blorida sislia; Ca Aa4.•va :se tio� >9 •03 08 INSTALL4 TION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO *65.0, —65.0 psf AND PANEL'S LENGTHS UP TO 9'—r, EXCEPT AS NOTED. 2. NEW 2° x 6° P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUC77ON: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL. latever mono as complyiElg liciding Cade with the floral Ascsatatice No O;_O► Due WV/ b 2005 1/4" LAC SCREWS 0 6° 0. C. W/ 1 1/2' Min. THREADED PENETRATION TO EXISTING WOOD HEADER. NG Cont. W/ 7/8.121 LTS e 7/8 "0 x 3/32 °� WING NUT 0 12° 0. C. nni ii ' .375' W %illw� 4 ALTERNATIVE WAL( MOUNTING INSTALLATIONS SECTIONS 18 SCALE: 1/4 "= 1° 1/4 °0x3 "LAG SCREWS 0 6° 0. C. W/ 1 27/32° Min. PENETRATION ® MIDWIDTH OF PLATE. INTERIORLY REMOVABLE PANEL ® W/ SIDEWALK BOLTS(iSEE DETAIL 2) CONN TED 70 t THRU 5/8 "0 HOLES AT 1 Ae 6" 0.0 & FASTENED AT REAR W 7/8 "0x3/32° WING NUT 6' EVERY SIDEWALK BOLT. 189 * * VALID FOR Max. +63.5, —63.5 psf. INSTALLATIONS VALID FOR PANELS ( USED JOINTLY WITH / TERIORLY REMOVABLE PANELS° F.B.C.(High Velocity Hurricane Zone /1itIiNC.\ TILLIT TESTING * ENGINEERING COMPANY 8355 !LW. Met SL Sts 305. w02884 COMMA * 33166 Phone 345`871 -1530 . Foe : (305)571 -16.11 E8-- 0006719 WALTER A. RLL1T Jr. P. E FLORIDA Lk. j 44187 0.050" BERTHA ALUMINUM STORM PANEL L.G. DRAWN BY.: EASTERN METAL SUPPLY, INC. 4288 WESTROADS DR. WEST PALM BEACH, FL J3407 RdIG ae I moan= 1 01D 03 -741 R as No 4/28/05 4/28/05 . DATE 05 -078 DRAWING No 4 SHEET 14 OF 15 1/4 °0 S.S. LAG SCREW 0 4" o.c. W/1 1/2" MIN. THREADED PENETRATION '1141 WA rto 1/4'0 5.5. LAG SCREW 4° a.c. W/1 1/2" MIN. THREADED PENETRATION 4° x 8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. (+) + ALTERNATIVELY, TRACK e MAY BE ATTACHED TO HOLLOW CEILING AS PER DETAILS SHOWN ON ALTERNATIVE 9A, SHEET 13 OF 15. 1/4 °0 S.S. LAG SCREW 0 4° o.c. W/1 1/2" MIN. THREADED PENETRATION 1/4 "0 S.S. LAG SCREW 0 4` a.c. W/1 1/2" MIN. THREADED PENE7PA17ON 4° x 8" (Min) EXISTING P1000 BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. (+) Cant. Cont. Cant. SEE SCHEDULE FOR Min. !TjNG SEPARATION TO GLASS GLASSNC SEE SCHEDULE FOR Min. SEPARATION TO GLASS SEE SCHEDULE FOR Min. SEPARATION TO GLASS SEE SCHEDULE FOR Min. SEPARATION TO GLASS DETAIL 2 DETAIL 2 7/8" 0 x 3/32° WING NUT & EVERY STUD 0 12'0. C. 7/8" 0 x 3/32" WING NUT 0 EVERY STUD 1 12° 0. C. 7/8" 0 x 3/32° WING NUT EVERY STUD 0 12 "0. C. Cont. 1.128° Cant. ALTERNATE' LEG LOCATION 7/8° 0 x 3/32" WINO NUT EVERY STUD 0 12" O. C. 2° x 6° WOOD DECK REQUIRED 2" x 6" WOOD DEOK REQUIRED 2° x 6' WOOD DECK REQUIRED INTERIORLY REMOVABLE PANEL OW/ SIDEWALK BOLTS E DETAIL 2) CONN TED TO THRU 5/8 °0 HOLES AT 11 0 6° 0.0 Jr FASTENED AT REAR W 7/8 "0x3 /32" WING NUT 0 EVERY SIDEWALK BOLT. 1/410 LAG SCREWS 0 4" o. W/1 1/2" MIN. THREADED PENETRATION 1/4'0 LAG SCREWS M 2" o.c. W/1 1/2" MIN. THREADED PENETRATION ALTERNATIVE 19A ALTERNATIVE 19B CEILING & FLOOR MOUNTING INSTALLATION$ SECTIONS 19 SCALE: 1/4 °= 1" .1875" 7/8" 0 x J/32" WING NUT 1/4"-20x1" SS SIDEWALK BOLTS, W/3/4" SLOTTED HEAD, FIXED INTERIORLY REMO PANEL 1 IHRU KEY HOLE 0 6' 0.G W/1/4' -20 NUT REAR 05D' 1r_� HOLE 0 6° O.C. DETAIL 2 — NJALLATION OF 1 ,4i xI • SIDEWALK BOLTS • REMOVABLE PANEL SCALE 1° Q 1' PANELABLE NOTE FOR COMBINATION OF SECTIONS: FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1/4'0 LAG SCREWS 0 4 1/2" o.c. W/1 1/2" MIN. THREADED PENETRA770N ALTERNATIVE 20A INTERIORLY REMOVABLE PANEL @W/ W/ SIDEWALK BOLTS EE DETAIL 2) ED CONN T TO 1 THRU 5/8 °0 HOLES AT 11 0 6" 0.0 & FASTENED AT REAR W 7/8 °0x3/32" WING NUT 0 EVERY SIDEWALK BOLT. 2° x 6' WOOD DECK REQUIRED 1/410 LAG SCREWS 0 2" o.c. 101/1 1/2" MIN. THREADED PENETRATION ALTERNATIVE 20B CEILING & FLOOR MOUNTING INSTALLATION3 ,s the PM& SECTIONS 20 SCALE: 1/4 "= 1" X1,0. —. 62 06 Sr . L..• r1t�� Control Division INSTALLA ION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, -65.0 psf 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 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. SEP I�8 PRODVCS REVISED as complying l e3te llto 8'Toakin Bolding Cache Accsi:3ssee IVO OS_ 0 ° 2 Expiation Dap F.B.C.,(High Velocity Hurricane Zone IL ECO INC. TILLIT TESTING & ENGINEERING COMPANY 6155 ACN: 3801 St., OM 305, MGM GAN DA 17. JIM Phan* t p0S1°71 -1530. fax t (305)971 -1831 EB- 0006719 WALTER A. 71LUT Jr. P. E. FLORIDA Lic. f 44167 0.050° BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4268 WESTROADS DR. WEST PALM BEACH, FL 33407 > 01.6 03 -141 2 OAR 4/28/05 AM Na 3 fit LG. DRAWN BY: 4/28/05 DATE 05 -078 DRAWNO No SHEET 15 OF 15