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WS-11-459INSTALLATION OF 9 STORM SHUTTERS PANELS Passe / Inspector Comments eC__ 7// Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP - 157260 nspection Date: April 19, 2011 Inspector: Bruhn, Norman Owner: PACE, BRUCE Job Address: 69 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: WILLARD SHUTTERS Building Department Comments April 19, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS- 3- 11-459 I Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060131150 Phone: 305 - 633 -0162 For Inspections please call: (305)762 -4949 Page 1 of 1 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ff ROOFING OWNER: Name (Fee Simple Titleholder): 4� i Oilactlitt r Phone#: 7 i 7 75 7 5 Address: f$ ol �2 £ City: 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 State: 1'L Tepant/Lessee Name: Phone #: Email: JOB ADDRESS: 6f NE- qi?' City: Miami Shores County: Folio/Parcel #: 11 32-0 Co - 01'3 - 1/ cc.) Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: Address: ,, am' i / 2 U if & City: y la-Mt 1e 14t3 Miami Dade Qualifier Name: GOItL n Sha ev ., l State: �/ f / Zip: 33/ `2-- 6 at (/: State Certification or Registration #: ODOO / S 44 d Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ X - `f /Sq inear Footage of Work: Type of Work: ❑Addition // Alteration ❑New ❑Repair/Re ' 1, ce Description of Work: c�0 /2 ,li. o"//�� `` iO AJ Permit No. V\t l 1 Master Permit No. rig" 1 Zip: 33/ 3g Zip: 33/3r Flood Zone: Phone #: 3C�S 1 33 -b 10 7 /Q8 5 ❑Demolition Phone#: 0 - 3 - �{���� �Jl� x �xx..x �xx�x.a.�x**,Kx� x��xx��x .xax�.r �x.xx�x.x�x��xx�+x ees+x.x ******* * ** * * ** ** ***** *** * ******** ***** // Submittal Fee $ •� Permit Fee $ `/ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ CCF$ CO /CC$ DBPR $ Bond $ TOTAL FEE NOW DUE $ 1 C 2_' Bonding Company's Name (if applicable) Bonding Company's Address l City State / Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address Li\ 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 AFFIDAVIT: 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 v lue 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 commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue In the absence of such posted notice, the inspection will not b ' • proved and a reinspecti Vii,' a will be charged. Sign: Print: Owner or Agent . Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this JL. day of ii/V441. , 20 6 ? , by ty le C hozi , f l /A. 4=3" day of 0 L. , 20 L, by 6 4,404 Cr Cr ik , who is personally known tom or who has produced who is personally known to or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY LIC: '� • :" MICHAEL S. waous * * : MY COMMISSION # DD 932653 .� EXPIRES: November 13, 2013 '�dF _tihb Bendel! Thru Notary Public Underxriters My Commission Expires Structural Review (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) 1 Signatur NOTARY PUBLIC: Sign: Print: My Commission APPROVED BY AO N Plans Examiner Zoning Clerk THIS INSTRUMENT PREPARED BY: Peter M. Lopez, Esquire PETER M. LOPEZ, P.A. 1911 NW 150`" Avenue, Suite 201 Pembroke Pines, Florida 33028 This conveyance is subject to the following: (Reserved) Property Appraisers Parcel Identification (Folio) No.(s): 11- 3206 - 013 -1150 Grantee(s) Social Security No.(s): Lot 20 and the East Y2 of Lot 19, Block 8, MIAMI SHORES, SECTION 1, according to the Plat thereof, recorded in Plat Book 10, at page 70, of the Public Records of Miami -Dade County, Florida. 11111111111111 1111111111111111111111111111111 CFN 201 1 ROO94.17 OR Bk 27583 Fes 3523 - 3525; (3ass) RECORDED 02/10/2011 11 :48:00 DEED DOC TAX 1,350.00 HARVEY RUVIH, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA WARRANTY DEED THIS WARRANTY DEED, is made this '1 day of /Ua( , 2011, between ROSEMARY OLSON, a single woman, whose post office address is 1 O 6 Su) G Z Sit- Coon r Cc , Pty 3 3 3 2g (the "Grantor "), and BRUCE M. PACE and LYE I CHURCHLE as joint tenants with full rights of survivorship, whose post office address is 2b36 Co l5oc* 17, /jci 4ori hl Y 1 2.6 (the "Grantee "). 1 (Wherever used herein, the terms "Grantor" and "Grantee(s)" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and 'assigns of corporations.) WITNESSETH: That the Grantor, for and in consideration of the sum of Ten and No /100 Dollars ($10.00) and other good and valuable considerations to the Grantor in hand paid by the Grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the Grantee, that certain parcel of real property, situated, lying and being in Miami -Dade County, Florida (the "Property"), as follows: 1. Taxes for the year 2011 and all subsequent years; 2. Conditions, restrictions, limitations, easements and all other matters of record without intent of reimposing same; 3. Restrictions and all other matters appearing on the Plat or otherwise common to the and the Grantor does hereby fully warrant the title to the Property, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the Grantor has caused these presents to be executed in their names, the day and year first above written. Signed, sealed and delivered subdivision; and 4. Zoning, restrictions, prohibitions, regulations and other requirements imposed by governmental authority STATE OF FLORIDA ) )SS: COUNTY OFOW*RD i 1 A'vv`c - .e I HEREBY CERTIFY that the foregoing instrument was acknowledged before me this i day of , 2011, by ROSEMARY OLSON, a single woman, who is personally known to me or who has produced f G- . b. c, as identification and who did not take an oath. MAYRA!. RQJAS.MENDR MY COMMISSION #DD 983769 EXPIRES: August 20, 2014 Banded7in Natal tlsd®vsttets W110.0a GRANTOR: 0 '0 MMIL/ ROSEMARY 0 Print Name: NOTARY PUBLIC, State of Florida Serial No: My Commission Expires: THIS INDICATED. CERTIFICATE EXCLUSIONS NSR ncvlvlvn IYUIYIWGR: IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCR BED HEREIN IS SUBJECT TO ALL THE TERMS, AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDU CL TYPE OF INSURANCE kDDL BURR POLICY NUMBER P fJIM L 1 /D6K4 I AIIMMSS. P MM/DD/W P LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CPP2060B19020011 03/18/2011 03/18/2012 EACH OCCURRENCE 81,000,000 $50,000 $5,000 X DAMAGE TO HEM tU PREMISES (Ea occurrence) CLAIMS MADE X OCCUR MED EXP (Any one person) PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GENL AGGREGATE LIMIT POLICY n ,i pS AP PER: PRODUCTS - COMP /OP AGG $2,000,000 7 I I LOC A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS CPP206OB19020011 03/18/2011 03/18/2012 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 $ — _ BODILY INJURY (Per person) _ BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ X $ $ A X UMBRELLA LIAB EXCESS LIAB x OCCUR CLAIMS -MADE CU20608180203 03/18/2011 03/18/2012 EACH OCCURRENCE $6,000,000 AGGREGATE $5, 000,000 DEDUCTIBLE RETENTION $ 0 $ X $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFR PR OPRIETO MEMBER E TNER EXECUTIVE (Mandatory In NH) If yes describe under DESCRIPTION OF OPERATIONS NIA WC2069448 06/0712010 05/01/2011 X I STTU- I ER TORY LI ER N E.L. EACH ACCIDENT $500,000 below E.L. DISEASE - EA EMPLOYEE $600,000 E.L. DISEASE - POLICY UMIT $500,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more apace Is required) Date: 3/16/2011 Time: 10:11 AM To: City of Miami Shores @ 13057568972,,,,,,100 Page: 2 (954) 941 -2006 USBRI2 ACORDT. CERTIFICATE OF LIABILITY INSURANCE I DATE (MM/DD/YYYY) 3/16/2011 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 pollcy(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 Howard S. Newman Bateman, Gordon & Sands, Inc. P.O. Box 1270 Pompano Beach, FL 33061 INSURED U.S. Brick & Block Systems, LLC 1800 NW 22 Street Fort Lauderdale, FL 33311 CONTACT NAME: FAX No): 954 941 -2006 PHONE 954 941 -0900 (A/MA L o, Ext): ADDRESS: PRODUCER CUSTOMER ID S: INSURER(S) AFFORDING COVERAGE INSURER A : Amerlsure Insurance Company INSURER B : INSURER C INSURER D : INSURER E : INSURER F: NAIC 19488 COVERAGES CERTIFICATE HOLDER City of Miami Shores 10050 Northeast 2nd Avenue Miami, FL 33138 ACORD 25 (2009/09) 1 of 1 #3352953/M352931 0 C I lent#. 59241 CE CANCELLATION AUTHORIZED REPRESENTATIVE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL. BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 01988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ELC 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 C ❑UNTIES 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 MONROE COUNTY 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 42.5 46.1 56.7 46.5 50.4 62.2 16 -20 45.2 48.9 60.2 49.4 53.5 66.1 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 61.7 75.9 62.2 67.5 83.3 MIAMI - DA E COUNTY WIND PRESSURES IN PSF 140 MPH VELOCITY 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 146 MPH VELOCITY GENERAL NOTES: 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS. WINDOWS AND DOORS APPLICABLE 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') 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 the lar et.cL4 orizontal dimension or 3 ft. R 1 5 2011 (h) MEAN ROOF `$•7 HEIGHT Roof Slope a <= BW x 0.1 or a <= h x 0.4 BW less or equal than BL a must not be less than a = 3 feet or a= 0.04 x BW WIND PRESSURES IN PSF 150 MPH VELOCITY EN6CO Engineering Services - CA 8116 6971 W. SUNRISE BLVD. 104 PLANTATION - FLORIDA 33313 Tel: (954) 585 -0304 Fax (954) 585 -0305 E -mail: Engco@AOL.com PEDRO DE FIGUEIREDO PE52609 NOT VALID W /OUT SEAL 6/18/2010 Criteria Data SHUTTER SCHEDULE Anchor Anchor Side # Width Height Zone Product PSF Neg PSF POS Top Bottom NOA # Mean Roof Height 0 -15 1 57 53 1/2 Storm Panels 1 3/4 (Z. t- , 9 9 06- 0221.01 0 Exposure C 2 121 1/2 65 Storm Panels 1 3/4 4/ qtr.-S 9 9 06- 0221.01 0 Roof Slope < 10 Deg Elevation 9 3 38 1/2 53 1/2 . Storm Panels 1 3/4 _ SL ,s 9 9 06- 0221.01 0 End Zone 4, $ 4 44 44 Storm Panels 1 3/4 , "' (e.-s 9 9 06- 0221.01 0 5 57 53 1/2 5" Storm Panels 1 3/4 bZ ,Z. ( 3 4 40,; 9 9 06- 0221.01 0 Wind Chart See Drawing Design Load 6 38 1/2 53 1/2 Storm Panels 1 3/4 61, • Wo.s _ 9 9 06- 0221.01 0 7 21 1/2 41 Storm Panels 1 3/4 521.4 q ;, 9 9 06- 0221.01 0 Positive 46.5 8 21 1/2 41 ' Storm Panels 1 3/4 0, 4).; 9 9 06- 0221.01 0 Negative Int Zone 50.4 9 38 1/2 53 1/2 Storm Panels 1 3/4 �Z,, • .� 9 9 06- 0221.01 0 Negative End Zone 62.2 10 11 12 13 14 15 16 17 18 19 20 gisr 4, a is c� /0v d ' co qtr 4 K Customer Lyle Churchill Address 69 NE 98 ST City State Miami Shores,FL 33138 Willard Shutter Company Inc. 4420 NW 35th Ct. Miami, Fl. 33142 C 140 MPH Velocity 145 MPH Velocity C 150 MPH Velocity Date Order # Color 3/11/2011 White Tracks WILLARD 1%I N UFACTUI ER> O TFi.E ALL ALUMINUM - IS_L- ANDR:S.H.UTT� "R ;; Bahama & ColoniaLShu#Feis • Roik:i.i s'•`Accordfans • Louvered Screens., Buli3ing.Official Dear Building.Official. 9:;... o eei '305 633 01 We are the - ].Dade County- Noti Of Acceptance Uo1dr For The - :050-Auminum Storm ; • Panel -Shutter Accordion Under=Nuihber 06- 0221101 That Expires 12/07/2011. - ti s= Letter Authorize Willard :Sh1.tter- Company o+Uso lui 050 Alum inum Storm Panel Shutter 'Under b- 022'1101 Be . = ,'0 .'I`o Used AfTli�rFbliov�iiz�ig �ob.Adc�"res�� Miami Shoies ipaae-. • • NOTICE OF ACCEPTANCE Willard Shutter Company, Inc. -4420 N.W. 35' Court . • 11Tiiami, Florida 33142 • •• COUNTY a, i e S o ' G ,.' 'j1 atibieg OFFICE (SCCO) . • .pgoDliCT CONTBOL.DIVISION SCOPE:... .. - This NOA is � being issued under. the applicable .. The documentation rules and regulations governing the use of *construction materials. e�ntation submitted has been reviewed by MiamiDade County Product Control Divisionand accepMd • . by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority. Having Iuasdiction (AHD). . valid'a This NOA shall not be after the e • - . • Div (In Miami Dade Co xpiralion date stated below T Miami Dade County County) and/or. the�AHJ (in areas . other than-Miami Dade County) Contfe `. have this product or material tested for quality assurance purposes. f:this r') reserve the right , the accepted manner, the manufacturer will inc>ir .thee p1O or the material m a to form in the use ' BORA tense of such testing and the.:Ai�T. may immbdia� Or of such product or material within their jurisdiction. Y revoke, modify, • .to revoke this acre lance if it is reserves the right P 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" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 06 -022, titled " 0.050" Aluminum Storm Panel", sheets 1 through of 7; prepared by EngCo. Inc., dated September 17, 2006, signed and sealed by'Pedro'De 7 :September 17, 2006, bearing the Miami_Dade.Couaty. Product Control A p val moo, a of on . • Acceptance number and a �' s�P wi the Notice of pppoval date by the Miami. -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 0 • panel ch E LABELING: E shall ll bear a fo G: Ea Ch ' el shall b e County pennanent.label with the manufacturer's name or logo, city, state and the Product Control Approved ", unless otherwise noted herein. . RENEWAL of this NOA shall be considered after a renewal application has Teen filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will oceur•aft the expiration date or if there has been a revision or chan in the . materials, use, and/or manufacture of the product or — product, for sales, advertising or any other process. Misuse of this NOA as =endorsement of any 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 be done in i ts on date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall INSPECTION: A copy of this entire NOA shall be provided to the user by the. manufacturer or its disttibu and shall be available for inspection at the job site.at the request of the Building. Official. tors This NOA consists of this page 1, evidence submitted page. E- as well as d approval document mentioned above. The submitted ocumentation was reviewed by Helmy A.• Makar, M.S., P, , . • x. z 7/2.. • . M[AMI DADS COUNTY. FLORIDA • METRO-DADE FLAGLB1. BEJILDIN 140 WEST . MAGL,TR , SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375-2908' www.mlamldade y NOA No. 06- 0221.01 Expiration Date: 12/07/201 Approval Date: 12/07/2006 Page 1 Willard:.Shutter Company, Inc: NOTICE OF A EVZDENCE.SUSMITTED. A. DRAWINGS • 1. Drawing No. 06 -022, titled " 0.050" Aluminum Storm Panel ", sheets ,l through 7 of Z prepared by EngCo. Inc., dated September 17, 2006, signed and sealed by Pedro De Figueiredo, P.E.; on September 17, 2006. . • TESTS 1. Test report on Large Missile Impact Test Cyclic Wind Pressure Tes4 and Uniform Static Air Pressure Test of 0.050" aluminum storm panels, prepared by American Test Lab of South .Florida Report NQ. 0109:01=06, dated February 07, 2006, signed • and sealed by William it Mehner, P. • 2. Test report on Large'Missile Impact. Test, Cyclic Wind Pressure Test, and Uniform StaticAir Pressure Test of 0.050" aluminum storm panels, prepared by American Test Lab of South .Florida, Report No. 1206.01 -00, dated May 02, 2001, signed and sealed by William R.. Mehner, P E. and Henry Hattem, P.E C. CALCULATIONS • .: .x 1. Comparative Analysis, Anchor Calculations and details for 0.050 " Aluminum Storm Panels, dated February 15, 2006, pages I through 19, prepared by Engco, Inc., signed and sealed by Pedro De Figueiredo, P.E, on February 15, 2006. 2. Comparative Analysis, Anchor•Calculations and details for 0.050" Aluminum Storm Panels, dated September 17, 2006, pages I through 24, prepared by Engco, Inc., signed and sealed by Pedro De Figueiredo, P.R. on September 17, • D. QUALITY ASSURANCE 1: By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Certi, feed Tensile Test Report by QC Metallurgic*, Inc., Report No. 6AM -39, dated January 20, 2006 for 3 samples #0109. Q1-06 Specimens B, D, I, signed and sealed by Frank E. Grate Jr., P.E. E -1 ;elm." A. Maker, MS., P.E. Product Control Examiner NOA No. 06- 0221.01 Expiration Date: 12/07/2011 Approval nate: 12107)'2006 GENERAL NO "ES-: ,17 THIS PRODUCT IS DESIGNED AND TESTED CTAS 201, 202, 203) IN ACCORDANCE WITH THE THE FLORIDA BUILDING CODE 2004 EDITION, 2005 SUPPLEMENT. PRODUCT. CAN BE USED WHERE CODE IS APPLICABLE INCLUDING THE HIGH VELOCITY HURRICANE ZONE. CHVHZ). .'2- LABEL INFORMATION SHALL CONTAIN! 0,050 ALUMINUM STORM PANELS WILLARD SHUTTERS = MIAMI - FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. • 3- MATERIAL! 3. 1 - STORM PANELS SHALL BE 0. 05' ALUMINUM 5052 -H32. ALLOY. 3.2 - ALL ALUMINUM EXTRUSIONS SHALL BE 6063 =T6 OR AS INDICATED IN THIS SET OF DRAWINGS, 4- ANCHORS SHALL BE AS SHOWN ON THIS APPROVAL. ANCHOR - EMBEDME TO -BASE MATERIAL SHALL BE BEYOND WALL DRESSING. 5- A LICENSED. ENGINEER OR ARCHITECT SHALL PROVI.DE• A SITE SPECIFIC: WIND LOAD FOR A PROJECT AS PER ASCE 7 -02 OR LATEST. THE CONTRACTOR, ENGINEER OR ARCHITECT SHALL VERIFY THE ADEQUACY OF THIS -•PRODUCT•WITH THE PROJECT. WIND LOADS. 6- THE CONTRACTOR MUST VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE IN SUSTAINING THE SHUTTER IMPOSED LOADS. • 7- PANELS CAN BE OVERLAPPED TO CREATE 1 /2 .PANEL INSTALLATION. . 8- MATERIALS, .INCLUDING BUT NOT LIMITED TO STEEL/ METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FBC SECTION 2003. 8. 4. INDEX: • SHEET'! - GENERAL NOTES & TYPICAL ELEVATIONS, ALLOWABLE DESIGN PRESSURES TABLE. SHEET 2 - COMPONENTS DETAILS SHEET 3 - ANCHOR AND COMPONENT SCHEDULES AND ANCHOR SPACING TABLE, SHEET 4 MOUNT TYPES 1, 2, 3, & 4 DETAILS SHEET 5 - MOUNT TYPES 5, 6, 7 &•8 DETAILS SHEET 6 - MOUNT TYPES 9, 9A, 10 &•10A DETAILS SHEET 7 - SIDE CLOSURE SECTION DETAILS w N y J A,B,C W z < , a . T I. . 3,4.,5,6,7, . 8,10,10A I 1/4' n X 11' . 8,9,9A,10,10A VERTICAL INSTALLATION A,B,C, D,E,F 2 5 iIIiiii 6 ,7, 8, 3,4,5,6,7,• 8,10,10A 1 1/4' STITCHES . 4,5,6,8, 7,10,10A A,B,C, STITCHES A,B,C SLOPPED OPTION . TABLE .1 — • PANEL ALLOWABLE DESIGNED • PRESSURES: Panel Pd t + / -) Height C In) Cpsf) 108. • . 60 96 75 84 90 • 72 105 60. 120 ' STITCHE... REQUIRED FOR PANELS GREATER THAN 54'. TYPICAL .ELEVATION, - PANELS CAN BE INSTALLED VERTICALLY • OR HORIZONTALLY USING APPLICABLE - ANCHORING DETAILS . W N V • J W • z A,B,C, D,E,F 3,4,5,6;7, 8,10,10A • PANEL SIZE A,B,C, 1D,E,F a ; E,F HORIZONTAL INSTALLATION 1;2,4,5,6,7, • 8,9,9A,10;10A • 3,4 8,10,10A NOTCHED OPTION �I �I�IIU Es till J 91 IIIIU�I��N���� :. STITCHES e A,B,C, D,E,F . 4,5,6,8, 7,10,10A STITCHES' RADIUS OPTION. NOTCH v • • • !MANUFACTURER= Willard Shutter . Company, Inc. 4420 NW 35TF1 COURT MIAMI, FL 33142 Te'l. 3 ( 305) 633 -0162 Fax. < < 305) 638 -8634 PRODUCT! 04050 ALUMINUM "SWORN! . - PANEL Engineering: fEngT ' 3nr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 Tel.: (954) 585 •0304 . Fax: /954) 585 -0305 SE 17 2006 " Pedro De Figuelredo, PE PE 52609 DRAFTING! :. . - PK lli iTiN..G a (PORE Date: 09/17/06 Scale:. NA Design by: PPMF PRODUCT CONTROL DIVISION: ApF+®re� se esexiiireagwitit ▪ L • , Zoo • • • .•• • . • ••••• : - : i • . . • • •'• • y • • • • i•�JiCGN • • • • • • • • • • •• • • • o #: • 7 . •.• • . • r 3- 'U' CEIL:ING.TRACK • ALUMINUM 6063 —T6 0.125 1- TYPICAL ALUMINUM PANEL . ALUMINUM 5052 —H32 ALLOY —1. 50 1/4- 20X3/4 SS STUD • • 0 rn I- o. 2' OPT ONAL (! • LEG 2— STUD ANGLE :TRACK ALUMINUM 6 —T6 • h 11' OC TYPICAL 1 . ANCHOR • SPACING 3.750 5.500 0.125 11' OC • TYPICAL • o, 13.500' (TOTAL WIDTH) 11.000' CEFECTIVE . WIDTH) • 1.750 4- BUILT -OUT ANGLE ALUMINUM 6063 —T6 .. N • u) 0 f 1', 2', 3', 4'; 5' STUD ANGLE LAY -OUT OC TYPICAL- HOLE LEGEND • 5 /16'0•THRU HOLE • .STUD • 3.750 5.500 1. 50 t 7- "1-1` HEADER TRACI< . ALUMINUM 6063 - T6 KEY HOLE 0500 i . .374 . 5 ' F' TRACK ALUMINIiM 6063 —T6 rz L 0.092 BASIC PANEL . MODULE KEYHOLE KEYHOLE 1' FROM ENDS 1' FRAM ENDS _ 108' MAXIMUM PANEL SIZE ---� 1.185 0..062 E CU h t0 to j n 8- 'CLIP' SILL TRACK . ALUMINUM 6063 -T6 9- OPTIONAL KEY HOLE WASHER (NOT TESTED) 0 N 0.900 'o 0 0 —.9 .150 CU .085 THICKNESS 0 MAX 3' 0 .200 6- 1'', 2', 3" ' F BUILT -OUT' 'TRACK ALUMINUM 6063 - T6 1' STAINLESS STEEL CLIP • • 0 ••• • • • • • • • • • . • • • • • • • .• • • • ANUFACTURER= Willard Shutter Company, Inc. 4420 NY 35TH COURT MIAMI, FL 33142 Te.l. = C305) 633 -0162 Fax. (305) 638 -8634 . PRODUCT= 0.050 ALUMINUM . STORM - -PANEL Engineering: 1 1t JTo intr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Fi.. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 SEA 2000: Pedro De Figueired'o; PE PE 52609' DRAFTING= PKDRAFTIHG $ MORE Date: 09/ : 17/06 Scale: NA Design by: PPMF PRODUCT CONTROL DIVISION: APPtired eser03 Max C • :/ • • ..• • • • Dr 4■1jrin3ir •' 06 • • CPS . • - • • • • • • 1'lL'et ' 2 S 7 • '� L•7® ® ® ® ® ®® ®®® L•3l® ® Ems© •J ®i7 EMI BIM HAREM ® ®m® ® ®®® IF ®®® ®®©161211® ®E© FRI GIN ® ®® ©®® E EMU= ®®® s113® ®112®117111 • ® ®® LIE! <l�E��7EEl�lEyEIElE�[iElEy II i i_ 1 1 nn GT1 Li I1UEfI1P A2 B B1 C D D1 D2 A Al 9 no 6 na na 9 6 na 4 na no na 7 3 7 no 3 10 8 no na no 8 8 4 6 na na na 9 5 no '10 7 10 8 na no no no 8 .12 9 12 4 5 6 12 no na na. no na no 10 12 5 8 6 12 7 '12 3 4 4 9 9 6 no no 8 8 na no 10 7 no 4 11 11 11 5. 5 11 11 11 11 11 11 11 no 5.5 9 6 na 4 9 6 na 4 12 12 12 12 6 12 12 11 12 12 10 12 13 8 1141®t®® ®® 10 © 6 8 maQ7©©imutl 10 1 ® 815:19 9 ®®®®® ® 8® 6 8®1IN®R' © © ©® no. na ® na W© 8 11EIMICIIIIENIRIREFIZI E©ME1© Gag na MEM na ® ® ®® r117®r ®rr 11 ECM 1111:1111UWAW.41 no IICIEEMEINIUMME1111 8 9 6 no na no no 8 8 na na no na no na na no. 8 no na no. na 11 10 na 12 12 -12 4 10 12 7 12 12 ® 6 ® 8 E El .8 6 MEM MEI®© ©El W2®W1 ®i0 9 ® 8 ugi WI®EJ ITEM 111E1 1111111I 1M11113 6 ID WE 10 ®® EU ha inn 9 10 6 no. 10 n na ®® 8 6 no. no. 9 na na na 9 na El na no. 8 no no na no na na 8 6 na no no no. no. .8 na 9 9 na 10 11 11 7 •na 12 3 12 PANEL. HEIGHT 84 108' D1 na no na no. D2 na na na na 60 PSF 2 3. 4 5 6 7 no. 8 9 9A 10 ana 3 7 3 6 no no. na 11 10 12 10 12 1OA 90 PSF 2 3 4.' 5 6 .7 8 9 9A 10 10A 6 5 12 5 12 6 " 9 11 " 8 12 . 7 12 4 '5 9 6 11 4 6 11 5 11 5 10 no na ha no. 3 no na no. no. 3 no. 3 no. 4 6 4 8na .45. -5 3 8 3 7 no no nano no no. na 11 9 12 9 12 no no na na •no no. na 5. 5 no 6 na 5 na no na na na no ha 11 8 12 8 12 120 PSF 2 3 4 5 6 7 8 9 9A 10 10A COMPONENTS 'SCHEDULE PART - 1 2 3 4 5 6: 7 8 - 9 • 10 . 11 - - ' 12 • 13. 14 ANCHOR TYPE SEE ANCHOR SCHEDULE DESCRIPTION 0.05 ROLL FORMED PANEL STUD ANGLE TRACK "U' CEILING TRACK 1/8 -2X BUILT -OUT ANGLE "F" TRACK 'LF BUILT -OUT` TRACK - "H' HEADER TRACK KEY HOLE WASHER • 1/4 -20 WASHERED WINGNUT. 1/4-20 SS SIDEWALK SCREWS 1/4 -20 SS HH MACHINE SCREWS 1/4 -20 SS 1-1H NUT' • . .1/4 -20 SS TH MACHINE' SCREWS TABLE . B " — MAXIMUM ANCHOR SPACING ON CENTER MATERIAL ALUMINUM 6063 -T6 6063 -T6 6063 -T6. 6063 -T6 6063 -T6- 6063 -T6 . 055 GALV. STEEL ZINC ALLOY STAINLESS STEEL STAINLESS STEEL STAINLESS STEEL STAINLESS STEEL EXAMPLE+ - PANEL HEIGHT= 108' DESIGNED PRESSURE= Pd= 60 PSF ANCHOR TYPE Al _ SEE ANCHOR SCHEDULE MOUNT TYPE IOA - SEE SHEET 6 OF 7 MAXIMUM ANCHOR SPACING= 7 OC EDGE DISTANCE - 2 1/2' • EMBEDMENT' 1 1/4' ANCHOR SCHEDULE! TYPE ��m�` ±!�r►u»�nnuu�i A- 1/4' TAPCON C O • ' D- PANELMATE PLUS DESCRIPTION 0.625 A / " Tapcons into Concrete ( f c' = Ops i ) Al 1/4' Tapcons into CMU . A2 1/4' Tapcons into Wood ( SG > =. 55) B . 1/4 Masonry anchors i rtto Concrete C fc' =3000ps i) • B1 1/4 -20 Masonry anchors Into CMU •C 1/4-20 Wood Bu rl i no into. 'Wood 'C SG> =. 55) . D . 1/4' Panel mate i nto Concrete C f c' =3350os i ) D1 1/4' Panelrate into CMU D2 1/4' Panelmate Into 2x6 Southern Pine Wood CSG > =.55) Notes= . 1- Embedment Is beyond wall dress ing. 2- Use this anchor schedule with Table .B 3 -. Anchors D, D1 and D2 requ ire structuraI inspection Ea& B- 1/4 -20 MASONRY ANCHOR CAL'KIN BY POWERS i ;11; : :;Ri1 :;;;;11;: 1 ;1111 ; ; : ; :11 : : ;: ;111, 14 . MOUNT TYPES ,SHEETS 4, 5 .AND 6 Embed. /4' f 1/4' 1 7 / 7/8' - 3./4' 2' ' 1 1/4' 2 3/8' . C- BRASS: warp BUSHING BY .ALL POINTS • Edge Dist 2 1/2' • 2' 3/4'- - -3.. 3 3/4' 3/4' 2. - -1/2' .2 1/2' 3/4'. • • • • MANUFACTURER= Willard Shutter Company, Inc. 4420 NW 35TH COURT MIAMI, FL 33142 Tel.= ( 305) 633 - 0162 ; Fax. i ( 305) 638 - 8634 PRODUCT= 0.050 ALUMINUM STORM - PANEL Engineering: EngCarf !11th' CA 8116 6971 W. Sunrise Blvd. '104 Plantation, Fl. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 Pedro Do Flgueiredo, •PE PE 52609- DRAFTING= 'PK DRAFTING 8 MORE • Date: 09/17/b6 Scale: NA Design by: PPMF. PRODUCT CONTROL DIVISION: 00 se • ••• • • . • - .. - • 0:22•• • •• • 00 00 • • •. •• • a MOUNT TYPE 1 i 1111111111111111M 0 4' GLASS SEPARATION Embed: ,,,,,,,.111.,1 _ Embed. EXISTING STRUCTURE EXISTING STRUCTURE • MOUNT TYPE 3 U, SELECT ANCHOR SPACING AND ANCHOR TYPE AS PER TABLE B ON SHEET 3 MOUNT TYPE 1 1/4 -20X1 SIDEWALK BOLT W/ WING NUT AT MID SPAN 1.' SS CLIP SPACED AT 5 1/2' .00 SELECT ANCHOR SPACING AND ANCHOR TYPE AS PER TABLE B ON SHEET 3 STITCH • f f W W 4' GLASS SEPARATION 0.93 EXISTING STRUCTURE .0 EXISTING STRUCTURE U N J U z ti EDGE DIST. -11 1,111111111111111111 I A EDGE DIST. In SELECT ANCHOR SPACING AND ANCHOR -TYPE AS PER TABLE B ON SHEET 3 MOUNT TYPE 2 1/4 -20X1 SIDEWALK BOLT W/ WING NUT - AT MID SPAN 1/4- 20X3/4 KNURLED STUDS W/ WINGNUTS- SPACED AT 11'OC MOUNT TYPE- 2 • • SELECT ANCHOR SPACING AND ANCHOR TYPE AS PER TABLE B ON SHEET 3 . MOUNT TYPE 4 • VSTITCH MOUNT TYPE 4 ` - • NOTE: CAN. BE USED -AT :SILL, HEADER OR ..IAMBS. --EDGE DIST. • • • ••i • • • •• • MANUFACTURER: Will Shutter Company, Inc. 4420 NW 35TH COURT MIAMI, FL 33142 Tel.: (305) 633 -0162 FaX.: ' ( 305) 638 -8634 PRODUCT: 0.050 ALUMINUM STORM PANEL Engineering: Yt 'QInr Ztr. CA 8116 G971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 SOP 1 2006 Pero Dc F1B4elredo, PE ?E 52609 DRAFTING: PKDRAF ING a MORE Date:.09 /17/06 - Scale: NA Design by: PPMF PRODUCT CONTROL DIVISION: Appm*hisemsOftvtbille 2 • • jL,! �• • • • •• •• • • • •• I. • l : Dreiwitig NLmt i r :• • r.%:'-0.2-6 , ... • • • ••• ' • • • : :•Sheet • • • • S. • • • 4 pVTT EXISTING STRUCTURE EXISTING STRUCTURE MOUNT TYPE 8 NOTE: CAN BE USED AT S ILL, HEADER' OR JAMBS.• --.1/P11/1/////q/1/1/11.1. \\‘\0, i 1 d 11111111IIll Embed. Embed. Li ' N H — W a SELECT ANCHOR SPACING AND ANCHOR TYPE AS.PER TABLE' B ON' SHEET 3 MOUNT TYPE 5 SELECT ANCHOR SPACING AND ANCHOR TYPE AS PER ' TABLE B ON SHEET 3 MOUNT TYPE 8 • MOUNT TYPE 5 NOTE= .CAN BE USED AT SILL, HEADER OR.JAMBS. 1/4 20X1 SIDEWALK BOLT W/ WING NUT AT MID SPAN STITCH 1/4-20X3/4 KNURLED STUDS W/ WINGNUTS SPACED AT 11'OC SELECT ANCHOR SPACING AND ANCHOR TYPE AS PER ' . TABLE B ON SHEET . 3 MOUNT TYPE 7 41 W AAA 1 ■ - un /uu111110urj1i i I� Embed. SELECT ANCHOR SPACING AND ANCHOR TYPE AS PER TABLE B-J3N SHEET 3 MOUNT TYPE 6 W ca EXISTING STRUCTURE 'MOUNT 'T(PE. 7 • NOTE: 'CAN BE USED AT SILL, HEADER OR JAMBS. Embed. • EXISTING STRUCTURE 4' GLASS SEPARATION_ Embed. 1/4 -20X1 SIDEWALK BOLT W/ WING NUT AT MID SPAN o 0 0 0 0 0 MOUNT TYPE 6 • NOTE= CAN . BE USED . AT SILL, HEADER OR JAMBS. • 1/4- 20X3/4 .SS SOR HEAD MACHINE SCREWS W/ WINGNUTS SPACED AT 11'OC 0 J W z a. .1/4- 20X3/4 SS SQR HEAD MACHINE SCREWS W/ WINGNUTS • SPACED AT 11'OC • • h 7.2006 Pedro De .Flgueiredo. PE • PE 52609 DRAFTING: PK DRAFTING a MORE ••• • • MANUFACTURER: • Willard Shutter Company,' Inc. 4420 NW 25TH COURT' . MIAt4I, FL 33142 Tel.: C 305) 633 -0162 Fax..: C 305) 638 -8634 .Engineering: Eri g (gx 3hrr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 PRODUCT CONTROL DIVISION: ••� • • • ••• • • • � ravtiti ag : Nun ,bor. • :se PRODUC T1 0.050' ALUMINUM STORM PANEL Date: 09/17/06 Scale: .NA Design by: PPMF • • • • ••• • • e • • e et . . • • • . • • . •. . • . . . •• •• • N N EXISTING STRUCTURE �� �Embecf. w Q i 4' GLASS SEPARATION EXISTING STRUCTURE . i - m •W A Embed. 0 In -eringaiivolli I! Ai i MOUNT TYPE 9 1/4 -20X1 SIDEWALK BOLT W/ WING NUT AT MID SPAN 1/4- 20X3/4 KNURLED STUDS. W/ WINGNUTS SPACED AT "11'OC SELECT ANCHOR SPACING AND ANCHOR TYPE AS PER TABLE B ON SHEET 3 MOUNT TYPE 9 a ,W■ i f( f 1.000 1/4- 20X314' HHMS V HEX NUTS SPACED AT 12'OC SELECT ANCHOR SPACING AND-ANCHOR TYPE AS PER TABLE B ON SHEET 3 MOUNT TYPE 10 •140UNT .TYPE. i0 NOTE: CAN BE USED AT SILL, HEADER OR JAMBS. 1/4- 20X3/4' HUMS iii HEX NUTS SPACED AT 12'OC I t C CU 0 STUD ANGLE CAN BE USEI1 REVERSED ON MOUNTS 10 1/4- 20X3/4 KNURLED • STUDS W/ WINGNUTS SPACED AT • 11'OC 1/4- 20X3/4' HHMS V HEX AT 12'OC • EXISTING STRUCTURE g Embed.--s- NOTE: EXISTING STRUCTURE.. munamillimq 4' GLASS SEPARATION 1/4- 20X3/4 KNURLED STUDS W/ WINGNUTS SPACED AT 11•'OC [—Embed. a mnaui;rururu/i MOUNT TYPE 9A 1/4 -20X1 SIDEWALK BOLT WI WING NUT AT .MID SPAN MOUNT TYPE • 10A CAN:BE USED AT SILL, HEADER OR JAMBS. , SELECT ANCHOR SPACING AND. ANCHOR TYPE AS PER TABLE B ON SHEET 3 MOUNT TYPE 9A i 4J 1 /4- 20X$ /4' HHMS W HEX NUTS SPACED AT 12'OC 1.000 1/4- 20X3/4' HHMS W HEX. NUTS SPACED AT 12'OC SELECT ANCHOR SPACING AND TYPE' AS PER TABLE B -ON .SHEET '3 MOUNT TYPE 10A 0 U, cu • • MANUFACTURER: Willard Shutter Company, Inc. 4420 NW 35TH - COURT MIAMI, FL 33142 Tel.: (305) 633 -0162 Eax.. t • (305) 638 -8634 PRODUCT: 0.05 ALUMINUM STORM PANEL Engineering: Extg(u CA 8 6911 W. Sunrise Blvd. 104 Plantation, Fl. 33313 Tel,: (954) 5$5 - 0304 Fax. (954) 585 -0305 se 1.7 200i Pedrg 06 Figueirado, PE Pr 52609 DRAFTING: PKDRAFTINC & MORE Date: 09/1.7/05 Scale: NA Design by: PPMF PRODUCT CONTROL DIVISION: AppwnOtacmageftvibdo MI6 'ira w i n g:'N urr'bbr: • • • • ��6 -:O•22 • f ': • ••• • • • • • • • • Sheet • . • • • 0 •• • • • • • . c • rDETAIL B WALL CLOSURE DETAIL F CORNER ANGLE g ' DETAIL A INSET CLOSURE • 1/4' MAX. EXISTING STRUCTURE �. • 4' MAX. '1.. \i• 1/4- 20X3/4 BOLTS WITH WING NUTS AT 24.' OC . • 110' ,.6063 —T6 ALUMINUM CORNER ANGLE . • • DETAIL C WALL OVERLAP MIN. OVERLAP = BUILT —OUT X 1.5 DETAIL D BUILT -OUT SIDE CLOSURE FBC 2004 SECTION 2413.7: 'STORM SHUTTERS MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS. THE MAXIMUM SIDE CLEARANCE BETWEEN THE. SHUTTER AND A WALL CR INSET SURFACE SHALL BE 1/4' (DETAILS A & B). ANY DISTANCE IN EXCESS OF 1/4' SHALL REQUIRE END CLOSURE (DETAILS. D 8. 'E) OR SHUTTER OVERLAP (DETAIL C),' WHERE APPLICABLE. SHUTTER OVERLAP SHALL BE .A MINIMUM OF 1.5 TIMES THE SIDE 'CLEARANCE BETWEEN THE SHUTTER AND WALL' .125 ALUMINUM ANGLE SIDE CLOSURE FOR TRAP •APPLICATION 1/4' MAX. EXISTING STRUCTURE DETAIL E INSET EXTENDED CLOSURE 1 /4- 20X3 /4.BOLTS WITH WING NUTS AT 24' OC. • 1/4- 20X3/4 BOLTS WITH WING NUTS AT 24' OC .125 ALUMINUM ANGLE SIDE CLOSURE FOR BUILT -OUT APPLICATION MANUFACTURER= Willard Shutter Company, Inc. 4420 NW 35TH COURT MIAMI, FL 33142 . Te 1. s ( 305) 633 -0162 Fax.s (305) 638 - 8634 PRODUCT: 0.050 ALUMINUM STORM. PANEL Engineering: ' Eitg 3rrr. CA 8116 6971 W. Sunrise Blvd: 104 Plantation, Fl. 33313 Tel.: (94) 585 -0304 Fax: (954) • 585. -0305 SEP 17 2006 Pedro De Figueiredo, PE PE 52609 11RAFTING: PK DRRFTIHG &MORE Date: 09/17106 Scale: NA Design by: PPMF PRODUCT CONTROL DIVISION: aprevedea CONfityin with the Rodin ::_r.:> Cede ?.do 6 • • •• • ..•• • • •• • • .• ••.. • • • • ®r q�r?t g '. Nu ••• .• ' • • • • •••• • • • • • • • • . • • • :.: Meat ; ••. : •. • l 7 7 .