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WS-12-1153Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 176151 Permit Number: WS -6 -12 -1153 Scheduled Inspection Date: August 07, 2012 Inspector: Bruhn, Norman Owner: GROPPER, ADAM Job Address: 9901 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: ATLANTIC SHUTTERS, INC Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132050090480 Phone: 305 - 945 -7277 Building Department Comments INSTALL STORM PANELS TO 12 OPENINGS Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 175062. Install panels for final. Anchors ok. NB August 06, 2012 For Inspections please call: (305)762 -4949 Page 12 of 30 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.\ k 3aas" OOR 0'q0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 16124,e 1,-V &i ezt,ts (Z° 4 E t 5`5. Se -PS. nn, Avtwc. (- , . F L- 001- 1111111111111111111111111111111111111 1 1111111 f:FH 2012R042100 OR 8k 28149 Ps 3979; (1Ps) RECORDED 06/14/2012 12:29:23 HARVEY RUV'INr CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST F'AGE Space above reserved for use of recording office 1. L aI description of property and street/address: g13.+a -(t. OY 5 k8'�5 P� Lib • ?Cl Ls'f 3 elk L( Lig01 111 M;vrn+., Shol L. _Ft, 3Z. (38 2. Description of improvement: .4 -,/'S S ku. We. & 3.'Owner(s) name and address: Interest in property: U2.. n .. i &t an c ep Name and address of fee simple titleholder. 4. Contractor's name, address and phone number A{ t a.n ► G 511 U. i 3 c . �� S— Q q aV -1 ®2 ago A> \S jr- S - rl n nn; 21o, FL •31r�L 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. T3132. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART t, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Aa °EC"��'r.M COUP), .:' • 1 HEREBY RTIFYth a this 'copy Prepared B Pte' y �.@ � Signature(s) of Own 6i er(s)' Authorized rector/Partner/Macnp Prepared By "A / Print Name Print Namel Title /Office Title /OfficeHARvEY STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing ins entt was acknowledged before me this ❑ Individually, or ❑ as for ❑ Personally known, or, produced the following type of identificatio Signature of Notary Public: ()4.�LL Q '� Print Name: % j //, �- ,_ l sk, _r (SEAL) 1 NOTARY PIYBL! 'TATS OF FLORIDA VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES " "" Wiliam A. Belskis Under penalties of perjury, I declare that I have read the foregoing and ' :': =Commission #DD835072 that the facts stated in it ar- rue, to the best of my knowledge and belief. ,,.- Expires: OCT. 29, 2012 BONDED TDRII ATLANTIC BONDING CO., INC. Z� nature(s) of4• . pr t:,>r: Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By (K44 - 123111_52 PA' 11/07 By DING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: JOB ADDRESS: —1 R 0 \ n E l3 RECE JUN 2 Itt2 FBC20t° Permit No. lid C i _" IS Master Permit No. ROOFING G City: Miami Shores County: Miami lade Folio/Parcel#: 14 3 oZ o c D b 9 D'470 Is the Building Historically Designated: Yes NO Flood Zone: 1 rap: '33 1"-'? OWNER: Name (Fee Simple. Titleholder): Ada". 4-K,AO i 12.0p il--- Phone# 3D- S-06' L g Address: QQ 0 k ,, / A E. ��j AWL. City: r cSl(�E� (Z L State: F� - Zip:3�J % 3 c� Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: #(4,11((e- 11((e- £/L i( ?/s n Phone#: ' 6/1Yr 72.--1/ Zp: 3 ((ac .. Phone#:` Address: I `"f go te c 3 6+ City: , , Eck State: FL Qualifier Name: \4 v 4 C4 o ((l &1 State Certification or Registration #: C C, Y) S \ n-2- Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phonet Phone Value of Work for this Permit: $ 4 t-t i • 0 0 Square/Linear Footage of Work: ' a� Type of Work: UAddition Alteration EiNew ORepair/Replace ®Demolition Description of Work: Pa r.9.--(4 ' ,a 0,948.11. n 5 5 Color thru tile: Submittal Fee $ °1 e 1116, r , Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ ead CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 19 3 CQ2 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 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 ELEC FRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and MR 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 TOUR 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not 1" ed and a reinspection fee will be charged `� Or or Agent The foregoing instrument was acknowledged before me this day of j�� v , 20 Ia-, 6 by Rd w` 'ttaQO'"- who is personally known to me or who has produced 1O As identification and who did take an oath. Signature NOTARY PUB / C• Sign : Print l My Commission Expires: ID ** **+R *k APPROVED BY The foregoing instrument was acknowledged before me this 7 day of j IM. . , 20 L2., by K4.1it; f1 J& 1t who is n to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign a_ a 6A 1 A t�S Print My Commission Expires: /o Art roTILIV- JTATt OF FLORIDA William A. Belskis =Commission #DD835O72 : Expires: OCT, 29, 2012 BONDED TURD ATLANTIC BONDING CO., LVC, I. Ai: vii , RIDA William A. Belskis Commission #DD835072 '- Expires: OCT, 29, 2012 BONDED TIIRII ATLANTIC BONDING CO., INC. *s ic+y*Aj3 rli** *4r4**tlz *.*.*** ** * *+R* Re+R is **********Kirk :; Plans Examiner Structural Review (Revised 3 /1212012)(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk �... DET`AIL.SPEPIFIC' OPENING :SIZE O LOCK , 1II1r! 5-z_ 00 ATLANTIC SHUTTERS, INC. 1970 NE. 1534$tt'eet Sulte,7 • North Miami Beach, FL 33162 a4-rL. 5 a� , Tel {305 .9457277 • Fax: (305) 945=1`131 ,� r1+�2 a CBC1251102 4.1412. I'5 1 C E L5e,-. ,c11. 103 NAME fib l } PP aawe- ADDRESS a ! ' D I 'I e- PF1 HM U. _ 'STATE 313 pH: WI(7 d -7/7/Y0 7 CITY / t ' OPENING 3 PRODUCT WIDTH HEIGHT Num amilmansrommirailarffillMOLUMIMMINIZWIll INSTALL: YES .J' NO 0, FLOOR;_ PRICE SALES TAX /� PERMITS $ <1 MC100 Cf t 1-top, TOTAL CONTRACT $ l al /Win DEPOSIT (50 %) $ 2,173 BALANCE $ 011 (DUE UPON INSTALLATION) COLOR: > Wft)IiU /J1 H O A: YES 0 NO DIAGRAM OF'PROPER, „ COO J - 5 sii31170 /06 $ 1NGLvD *ESTIMATED DELIVERY 614 5 'Estimated delivery time starts upon receipt of an compl Jt�� F� 1ED GooDS AT(Agp t EIIA � S� Pb�l N NAF i QN U IdSF§ i GUARANTEES ARE INCORPORATED -INTO THIS C� C,JNCLUDING TREDE TIO ND AUIJTHORIZED REPRESENTATIVE. THIS CONTRACT NOT VALID UNTIL AGREED TO AND MAY CEPTED BY COMPANY. EXCEPT certifies d acknowledges by his signature 'below thshhe hae,read, fully: understands aroe �Il � msI ai ar din conditions of thi i� gto tins udin those on .. GSHUaJ RS I s, w El RS - - HAM I'S IF DULY CONTRACT ON THE T .1NC PEN F �; , IN WRITING SIGNED BY SA AS IF �p t A ` 'LD C TION§ OF ALL WARRANTIES AND OUA obtained or induced by any promise, UYER'S (PURCHASER'S) RIGHTTO CANCEL. GOODS ORSERVICE% Y MAY Cl1NCEL THIS Purchaser es an heieUt pQnjnTnd are the enflre Agr¢enJeht . the reverse side of this any agent or rej}is eniation nofwntethed;hre ein and thiat'helehelttieyti*ISVe ee)�red'a SOpy of 'Agre9menL B CONTRACT BY THIS IS A HOME SOLICITATION SALEr ANOJF�YOU`OO NOT;WANTTHE GOO PROVIDING WRITTEN NOTICE TO` SELLER IN PERSON, BY TELEGRAM OR BY MAIL THISNOTICE MUST INDICATE`THAT YO11bO NOT WANT THE GOODS OR SERVICES'AND 'MUST BErDELIVERED OR'POSTMARKED' BEFORE. MIDNIGHT OF THE THIRD BUSINESS DAY`A,FTERYOU SIGN THIS CONTRACT. IF YOU TIMELY' CANCEL THIS CONTRACT, YOUR DEPOSIT WILL BE REFUNDED.: • AGRE 'm AND ACCEPTED BY PURC'' R: In -I DATED: AGREED AND ACCEPTED BY COMPANY: CUMULATIVE SUBSTANTIAL t t'ROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Centgget must be attaehed) PROPERTY OWNER: PERMIT # LL.) i2 - 1 IS M ADDRESS: l'FDI N6 13 4;_1 FOLIO NUMBER: ZONE: BASE FLOOD ELEVATION: 11 FFREESOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (I2 MONTHS): It I+'n?• t 47u u zits »7 COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULA OF IMPROVEMENTS (past and proposed): 245; w (1 •.- VALUE OF PRINCIPAL STRUCTURE attach OWNERS SIGNATURE: PLANREVIEWER• PLAN REVIEWER SIGNATURE: $5-qi, 3,49 DATE: Created on June 2009 ATE* '�'J Miami -Dade My Home My Home a e.go Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3205- 009 -0480 Property: 9901 NE 13 AVE Mailing ADAM S GROPPER Address: KARI A GROPPER Living Units: 9901 NE 13 AVE MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138- Property Information: Primary Zone: 1700 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 5/4 Floors: 1 Living Units: 1 Adj Sq Footage: 4,767 Lot Size: 14,023.50 SQ FT Year Built: 1955 $50,500/ $830,582 EARLETON SHORES County: PB 43 -80 LOT 3 BLK 4 Legal LOT SIZE 93.490 X 150 Description: OR 19584 -2719 03 2001 1 OR 27720 -2565 0511 $817,562 01 Assessment Information: Year: 2011 2010 Land Value: $804,386 $846,878 Building Value: $599,344 $602,730 Market Value: $1,403,730-$1,449,608 Taxable Assessed Value: $881,082 $868,062 Exemption Information: WEIZIMIll 2011 2010 INEEMINIM `emu - MaillINEREM $25,000 $25,000 YES YES Exemption/ $500 Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,500/ $830,582 $50,500/ $817,562 County: $50,500/ $830,582 $50,500/ $817,562 City: $50,500/ $50,500/ $830,582 $817,562 School Board: $25,500/ $855,582 $25,500/ $842,562 Sale Information: Page 1 of 2 ACTIVE TOOL: ELECT; Aerial Photography - 2009 0 116 ft My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Propertv Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend Property Boundary Selected Property Street Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /MyHome /propmap.asp 7/3/2012 Iwz- API* Perms No: 12 -1153 Job Name: June 25, 2012 Miami Shores Vivage 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) Provide a substantial improvement verification work sheet. Available at the front counter. EfriALCD 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 ' (aim. s2„. CUSTOMER # �%' CI' ADDRESS: l 0 If ► 1 ROOF HEIGHT: BUILDING % DTH: \ - \\61,5 / NAME: WINDOW HEIGHT ABOVE GRADE: IIIIILtEEVZSrlittUMPIBINNINNIMIMMNIMNIMMNNII 1111111WIMINPLIMMIIIIIIIIIIIMISM03711111111111111 ,,,;E::� '""'" 11 1 111 11111 11 II 1111111VAMONNIMMECIMI 1101111501111111111111111111111111111111 1111111111111111111111111111111111111111111112111111111111111111111111111.1111111111111 1l1 M11iM111 11 MINIM 11 INI 11111111111111111111101111111111111111111EMINEMINIMINIMINI ��;"�1��11iMi ��M� 1111�1�11111MM anam mMMM1 1 ■M1a1111 I j m nan MIIINII11M1M1M1M �M IMII! MMI , UMII MM1111l0/111 1111M11M 111M11 11111111111111111111111111101111111MINININNUMEMINININIM 11111111111111111111111111111111111111111111111111111111111111111111111111M1111.11 1111111111111111111111111111111111111111111111111111111111111111MINIMMEIN 11111111101111111111111111111111111111111111111111101111111111111111111111111 11111111111111111111111111111111111111111111EMMINMINUMEMINI 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111l1®1111111111M 11M 1 11 _ � 11 11111 1111 111.11 M � � EMNOM 111 11MM. 111:171111113111111111111111111111111111111511iiiiiiilliallaillilli 111111111111101111111111111111111111111111111111116=1111111111111111111111111 111111111111161111111MINIMI111111111111ENEEMININ - .- -airr a+,nrrrrrr -_I rr:lrPill1 � M�1iu�M���M��M��ir� ►�IMMMMMM1Mi��M�'MI1M M11111111111NM1111M1111M11111M111MM111111111111111111111111 Jun 07 2012 10:56AM ATLANTIC SHUTTERS A CON 3059451131 p.1 F'AROOQ .CORPORATION LILTING ENGINEERS- &- .PRODU_CT DEVELOPMENT . • • ice 0 ki 4►_ . WLND STANDARD- ASK . ?- ILFl3C' -2A E ON Co ty: Wit 0-Speed:. Risl. Category: Et p re Category: Triltutary Area: 1 Rod Slope: > and Dade 5 MPH 1S 1. Client: 2. 1%ojeat Name: cot Address: FP 0° ti 0-0 p (An t 13 ay.L-.- fe- State ZIP Height: f6— (See Figure 1 above) Fo' building equal or ' -- than 40 feet high A+f an roof )..eight u.:,;•', ii_''J,A y. ;., C'_ a EXT.' +) INT. ( -) J 15 48 . 65.1 ■ 25 53 71.4 ❑,30 54 73.3 ❑ 35. 56 II) 75.2 • 40 57 . 77.1 No -T e L� at le above shows m mum design tad for shown building height in zone. d positive and neg >, are taken at mean roof height and apply to FS. Dia 111 a Th document is not id without theembossed seal of an engineer toyed by A1 F» • - Corporation. - N' /.,rtion of this do ent may be used or reproduced In any manner. ept, however, fort =; tportion ofASCE 7-10 set forth herein). -. (Residential Projects Only) JAVA1 AHMAID. P.E. FT, a 70592 - EB C.A.N, #3538 123 SW 87th Avenue I fami,FL 33174 I T: 305.264.8100 ( F: 305.282.6978 1 ww_w.af+ceng.corri + alfarooae+)afcene.corri le I Fri Steel. Corporation Number: 3 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official: Attn: Building Official We are Dade county Notice of Acceptance Holder for the .050 Aluminum Storm Panel under number 10- 0222.03. This letter authorizes R4'KLm,Ai c eS11u4s Sac. to use our .050 Aluminum Storm Panels for the following jobs(s): Gitoefu.s._ Qq1) ( 13 Vei A M.t s InoiLe4 tcL -3'313f=7 MIAMNDAD COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) J M Steel Corporation 1050 North Steel Circle Huger, SC 294500 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.miamidade.¢ov 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" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 10 -103, titled" 0.050" Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Knezevich Associates Consulting Engineers, dated February 04, 2010, signed and sealed by V. J. Knezevich, P.E., on February 04, 2010, bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 05- 1006.04 and consists of this page 1, evidence submitted pages E-1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 032l/Zolo NOA No. 10-0222.03 Expiration Date: 03/31/2015 Approval Date: 03/2412010 Page 1 J M Steel Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. ONCE SUBMITTED UNDER PREVIOUS APPROVAL # 04-1221.04 A. DRAWINGS 1. Drawing No. 04 -323, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton- Tomasetti Group, dated December 16, 2004; last revision #1 dated Match 02, 2005, signed and sealed by V. J. Knezevich, P.E. TESTS I. Test report on Uniform Static Air P- ressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.050 " Aluminum Storm Panels Shutter, prepared by Construction Testing Corporation, Report No. 04 -016 FBC, dated October 31, 2004, signed -and sealed by Yamil G. Kurt, PE. C. CALCULATIONS L - 0.050" Aluminum Storm Panels Calculations,- Sheets1 through 58 of 58, by The Thornton- Tomasetti Group, Inc. dated December 16, 2004, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Tensile Test Report Certified Testing Laboratories, Job No. CTL -1191 dated October 26, 2004 for 0.050" Aluminum torm Pa neltested per ASTM E8 -93, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 1006.04 A. DRAWINGS. 1. Drawing No. 06-323, titled " 0.050 Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton- Tomasetti Group, dated March 13, 2006, last revision #0 dated March 13, 2006, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. 0.050 "Aluminum Storm Panels Calculations, Sheets 1 through 4 of 4, by The Thornton- Tomasetti Group, Inc. dated September 16, 2005, signed and sealed by V. J Knezevich, P.E. E -1 6t elmy A. Maker, P.E., M.S. Senior Product Control Examiner NOA No. 10-0222.03 Expiration Date: 03/31/2015 Approval Date: 03/24/2010 J M Steel Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. _ By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 10 -103, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Knezevich Associates Consulting Engineers, dated February 04, 2010, signed and sealed by V. J. Knezevich, P.E., on February 04, 2010. 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 -2 elmy A. Makar,; P.E., M.S. Senior Product Control Examiner NOA No. 10-0222.03 Expiration Date: 03/31/2015 Approval Date: 03/24/2010 1.05" {TYP.) t001 LABEL LOCATION 2.00" 2� SEE NOTE No. 10 11.1254" 12.00" COVERAGE 1.00" o N o 14 Z5" 0 N STORM PANEL SCALE : 3" = 1' -0" .125" TYP. QANGLE SCALE : 3" = 1' -0" BUILD -OUT F -TRACK SCALE : HALF SIZE 1.05" MIN. (TYP. 1.00' 2.00" SEE NOTE; No. 1010 6.000" COVERAGE 8.332" .00,' 1a HALF STORM PANEL SCALE : 3" = 1' -0" .376" .190" .377" MAX. 1 062" 2.250" .060"3.00" MAX. 2.250" /4 -20 MACHINE SCREW P12" 0.C.(STUD DIRECTION MAY • E REVERSED) .125" TYP. N 2.000" "h" HEADER \-// SCALE : 3" = 1' -0" .749" MAX. .188 ' 290" .648" 655" "U" HEADER O BUILD -OUT "U" HEADER SCALE : 3" = 1' -0" .440" 50" . 0.090" (TYP.) a) .090" MIN. TYP. o • N 'D .376" .190" 2.00" O "F "TRACK 8 SCALE : HALF SIZE BF-TRACK : HALF SIZE �111� 11N1'�i1111,�11ti! 0.090" {TYP.) 1/4 -20 MACHINE SCREW WITH 7/16" HEX HEAD 0 STUD ANGLE SCALE : 3" = 1' -0" 655" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. 1/4" MAX. /4 -20 MACHINE SCREW 012' 0.C.(STUD DIRECTION MAY BE REVERSED) .090" TYP. 2.00" STUD ANGLE SCALE : 3" = 1' -0" FASTENER [n1 12" O.C. DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & (n7 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) " MAX 1 LEG DIRECTION IS OPTIONAL O F" " ANGLE - TRACK 10 SCALE : HALF SIZE GENERAL NOTES: 1. THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OFYACCEPTANCE (NOA)IBY ZONE IHVHZ)OFNTHE FLOORIDACBUILDIING CODE 2007 WITH 2009 VELOCITY HURRICANE 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD SCREW DESIGN. 3. TTHESEMDOCUMENTSIINVACCORDANCE IWITHETHE GOVERNING CODE AND GOVERNING WIND VELOCITY. 4. FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTE INCLUDE INFORMATION 5. USE OF FLORIDA APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 -23 6. PROVIDEDPTHE CONTRACTORSI00ES SUITABLE TE FROM THEOCONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. BUILDING OFFICIALOMAYIELECTTEONE DEVIATE THE FOLLOWING OPTION DOCUMENTS, THE ELECT REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED gY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. PRODUCT MARKINGS SHALL BE PLACED ON OUTSIDE OF STORM PANEL WITH AT LEAST ONE MARKING EVERY 3 FEET AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: JM STEEL CORPORATION HUGER , SOUTH CAROLINA TAS 201, 202 & 203 MIAMI -DADE NOA NUMBER 10 THIICKNESS ANDS MECHANICAL PROPERTIES: NOMINALYd.050 H MIIN FOLLOWING 25.0NK S K.S.I. 11. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 12.ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. SIDE MOUNT PLAN VIEW ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. TRAP MOUNT CLOSURE ` DETAIL (PLAN) SCALE: 1 -1/2" = 1-0" OV €RLA -R WALL BEYOND` WINDOW DISTANCE GREATER THAN OR EQUAL TO BUILD -OUT DISTANCE (s 0 CLOSURE ANGLE REQ'D) 1/4" MAX. Lmax. SEE STORM PANEL SPAN HEDULE - T TYPICAL HORIZONTAL ELEVATION S. LE: 1/4" = 1' - 0" J z a rY 0 1- o w w X m E J H UNLIMITED (PERPENDIC* AR TO PANEL SPAN) TYPICAL SECTIONS, 44. ALUM. ANGLE BUILD -OUT CLOSURE PIECE DISTANCE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. TOP MOUNT 3125 "0 EXISTING CONCRETE, HOLLOW BLOCK OR W00D FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. BUILD -OUT MOUNT CLOSURE DETAIL EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FASTENER (a 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & [ln 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE i ANCHOR) w (PLAN) SCALE: 1 -1/2" = 1' -0" MAX. .375' PLA\ VIEW v 1.375 1/4 MAX. 5 "0 HOLE (NOT T� USED WITH COMP. NENTS 2, & 3a) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. WALL MOUNT CLOSURE DETAIL (PLAN) SCALE: 1 -1/2" = 1' -0" Wz CA 01 N 0.050" ALUMINUM STORM PANEL O si vi Kliezevich .3125 "0 12" 1.375 \4375 "0 i .625"0 _ - - - KE► HO SLOT LO TYPE 1 TYP.) B 0 T T 0 M M AUNT HOLE TYPE 2 (MAY BE USED WITH ANY COMPONENT) PRODUCT REVISED as complying with the Florida Building Code" Acceptance No o- OZZZ.03 Expiration 0 °tar 2010 ante VA( AS NOTED 02/04/2010 dinky as 10-103 sheet 1 of 5 drain by dme TYPICAL VERTICAL ELEVATION 1' -0" Dreision Control EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING EXISTING GLAZING 4 CONNECTION TYPE REFERENCE ANCHOR e. SCHEDULE FOR MAX. SPACING /2" SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 3/8" MAX SPAN SCHEDULE - TABLE 1) CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING OWALL MOUNT SECTION SCALE: 3" = 1' - 0" DETAIL(( "PASS THRU" SEC.) ANCHOR SCHEDULE FASTENER TYPE CONC. BLOCK WOOD 1/4 "0 ITW TAPCON WITH 1 -3/4" MIN. EMBEDMENT AND 2 -1/2" MINIMUM EDGE DISTANCE 12" 4" N/A 71111/M�iliiiiiir }i� itkun> 1/4 "0 ELCO ULTRACON W/ 1 -1/2" MIN. EMBED. IN CONC. OR 1 -1/4" EMBED. IN BLOCK AND 2" MIN. EDGE DISTANCE 7.• 4" N/A (11-0XXXer> 5" 3" N/A 1/4 "0 ITW MAXI SET TAPCON WITH 1 -1/4" MIN. EMBEDMENT AND 2" MINIMUM EDGE DISTANCE 1/4 "97x MIN. 2 -1/2" LONG W000 LAG SCREW WITH MIN. 1 -3/4" EMBED. SHEAR PARALLEL OR PERP. TO WOOD GRAIN N/A N/A 12" EXISTING GLAZING 1/2" MAX. Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C3 CONNECTION TYPE EXISTING CONCRETE, REFERENCE ANCHOR HOLLOW BLOCK OR SCHEDULE FOR MAX. WOOD FRAMING SPACING (TYP. TOP AND BOTTON) 3/8" MAX. IlL STORM PANEL SEPARATION FROM GLASS TABLE 2 SEE MIN. MAY BE REVERSE SPAN SCHEDULE - TABLE 1) OPTIONAL LEG DIRECTION O B BUILD -OUT MOUNT SECTION � SCALE: 3" = 1' - 0" XISTING GLAZING 0 1/2" < MAX. z 1/4 "1> THRU BOLTS W/ LOCK NUT @ 12" O.C. FASTENER, SEE DETAIL ©ANCHOR SCHEDULE, FOR MAX. SPACING TWO 2" x 5" x 1/8" tUM. ANGLE 6 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING O"PASS THRU" SECTION E SCALE: 3" = 1' - 0" 1/2" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXIST4NG GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS ❑ TABLE 2 #14 x 3/4" TEK SC @ 6" O.C. OR 1/4 -2 MACHINE BOLT WIT LOCK NUT @ 6" D.C. i7104 ket w z 4 0 I- V, w w -v> x m J —3/8" EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 1 J z a a E 0 1-- w FASTENER 6" Q.C. OR (la 12" O.C. ,BU EXCEED ANCHOR SCHEDULE SPACIN LOCATE - FASTENER IN NARROW PORTION OF KEYHOLE C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR NG TRAM • RECT MOUNT DO NOT C5 CO REFE SCHE SPACI NECTION ENCE ANC • ULE FOR MA O+(2 LING SCA 1 1/2'1 -1/2" EMBEDMENT WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE XISTING STUCCO FINISH OR PLYWOOD SOFFIT 3/8" MAX. 0 m THREE 1 /4 "ox MIN. 4" LONG WOOD LAG SCREWS @ 24" O.C. MAX. WITH 2 -1/4" EMBEDMENT INTO WOOD MEMBER 2"x5 "x1 /8" x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT W PANEL SEP. FRO GLASS TABLE 2 4 u. ui a. N N 0 4 0 J EXISTING GLAZING Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMIN OCEILIN MOUNT / BUILD OUT SECTION SCALE: 3" = 1' - 0" W J t- w 0 w x N a 1/2" VJz Knezevich PRODUCT REVISED as complying with the FTerida Building Code Acceptance No /0- 022.2,03 aviation Date 0 �,lc77 . WS" By Mann Division Control EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING EMB b d 1 "x 3" x 0.055" 6063 -T6 2•'x 3 "I ALUM. TUBE , TYP. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING /2" —3/8" MAX. EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING b d 1"x 2.1 x 0.055" 6063 -T6 2"x 2 ALUM. TUBE , TYP. 1 CONNECTION TYPE. REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OWALL MOUNT SECTION SCALE: 3" =1' -0" EXITING WIN OW 1/4 -20 S.S. BOLT & BOLT & WINGNUT (ul 24" Q.C. (TYP. 20 GAGE STEEL BENT PLATE OR2 "x2 "x1 /8" 6063 -T, LUM. ANGLE 1" OVERLAP MAX. EXISTING BAY WINDOW 1/4 -20 S.S. BOLT & BOLT & WINGNUT @ 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR2 "x2 "x1/8" 6063 -T6 ALU BENT PLATE " OVERLAP MAX. O TYPICAL CORNER CLOSURE DETAILS (PLAN) SCALE: 1 -1/2" =1.-0" EXISTING GLAZING Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5" LONG HANDLE WITH TEK SCREW OR MACHINE SCREW TO PANEL Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1' -2" PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE ®TYP. m EXISTING HOLLOW BLOCK 3 /8 "0 HOLE FOR FASTENING PANEL (MAX. PANEL HEIGHT = 7' - 4" & MAX. DESIGN LOAD ±72.00 F.S.F.) 1/4 -20 x 1" MACHINE SCREW STUD WITH WASHERED WINGNUT (al 12" O.C. (CONNECTS TO ADJACENT PANEL) -1/2" MAX. WALL MOUNTED 5" x 2" x 1/8" x CONT. STUDDED ANGLE (SEE SECTION J) DGE LINE DETAILS SO NOTE: THESE DETAILS DEPICT THE —CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. -USE SaF_THE.SE DETAILS SHALL BE IN 2-1/2" x 1 -1/4" CONJUNCTION WITH AN "h" WIDE NOTCHES HEADER OR. "U" HEADER TOP (TYP. BOTH SIDES) MOUNT. OOPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 O INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' -0" PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 - 22.03 E mitation Date 03 20/ S By _. - - -- Da` ad°cCant"- WIDTH UNLIMITED Division (PERPENDICULAR TO PANEL SPAN) Cl- 114 w TOP MOUNT TYPICAL SECTIONS, Z -3 Q m as ~ / o O W J I— J W 0 ❑ Z W ❑ Q WW a � u F `" va O_ o • Z ,� EQ i�' O J a W, N W' v) IN N. OPTIONAL LEG DIRECTION 1/2" MAX. 1/4 -20 x 3/4" HEX BOLT AND NUT [il 6" -07C. n 9" MAX. BUILD -OUT MOUNT SECTION SCALE: 3" = 1` - 0" x m E J 1 SPAN SCHEDULE - TABLE 1 1 w 0 .250" / TYP .120" TYP. PLAN VIEWt- .100" TYP. (TYP.) BOTTOM MOUNT ' TYPICAL VERTICAL ELEVATION SCALE: 1/4" = 1' - 0" W 0 0 N U l0' o E E,$8 cAt y �C� U c4 to" T 1 OF�A N 3N vI � w o taata Nv E 0 N 0.050" ALUMINUM STORM PANEL g Ilar: 8 V ti y ao �O N '*3w c Q9REct I O in Yi1 ICnezevfch Userae 0 AS NOTED atte 02/04/2010 =. 10 -103 stmt 3 of 5 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ci Q iii ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 6 -O" (SEE NOTE 1) SPANS UP TO 8' -B" (SEE NOTE 1) SPANS UP TO 12'-0" (SEE NOTE f) SPANS UP TO 6 -O" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP. TO 12. -0" (SEE NOTE 1) (SE CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE NOTE C2 C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 fl.l O V �i�t1111111tti1tili1i111{11I� 1 (MIN. 1/4 "0 ITW BUILDER -3/4 • MIN EMBEDMENT 3,192 PS.L CONCRETE) 51.0 V A 4 16 16 1.6 A A 4 12 9 A A .A A 16 16 16 16 15 16 16 16 12 10 16 16 15 6 7 64.0 16 16 12 16 14 arm 6 16 ;�� 9 mom 150.0 16 16 16 16 11 16 16 16 7 8 16 9 7 4 5 72.0 rr, 12 %i,�r,,, 12 12 1 11 11 %��;A 4 A7 r NM A 16 16 16 12 10 16 16 13 6 7 16 8 6 4 5 84.0 //, a 1 /4 "0 -ELCO MALE/ FEMALE "PANELMATE" W/ 1-7/8" MIN. EMBEDMENT ir/0yrrr4 11 11 11 /{���Vr 7 6 %�ErL ar ��� 6 16 16 16 9 9 16 10 8 4 6 16 8 6 4 5 150.0 Aril &- '174- 221ACHIFtE SCREW WITH NUT 150.0 i�//rr��% Hies /.� 6 3 r i52 6 3 16 8 6 4 5 16 8 6 4 5 16 8 6 4 5 • FEMALE (MIN. *MfaraMIM> 51.0 12 12 12 12 11 12 12 12 9 8 12 12 11 4 5 12 12 12 12 12 12 12 12 11 10 12 12 12 84.0 7 64.0 12 12 12 12 9 12 12 12 5 6 12 7 5 3 4 12 12 12 12 11 12 12 12 1 8 12 8 6 5 * tl./iluOIIIIMIII: 72.0 12 12 12 9 8 12 12 10 4 5 12 6 5 3 4 12 12 12 12 10 12 12 12 5 7 12 8 6 5 1/4 "0 ELCO MALE/ "PANELMATE" W/ 1-3/4 MA 4 EMACHINE CHINE & & 1 SCREW WITH NUT 3,000 PS. L CONCRETE) 84.0 12 12 12 6 7 12 8 6 3 5 12 6 5 3 4 12 12 12 8 9 12 10 7 4 6 12 8 6 5 150.0 12 6 5 3 4 12 6 5 3 4 12 6 5 3 4 12 8 6 4 5 12 8 6 4 5 12 8 6 5- 1/4 51.0 16 16 16 16 10 16 16 16 6 7 11 10 7 3 5 16 16 16 16 12 16 16 16 7 8 14 13 9 * ill "0 ALL \\)11 - POINTS SOL D 64.0 16 16 16 8 8 12 12 12 3 5 9 4 3 . 4 16 16 16 11 10 16 16 16 4 6 11 5 4 5 72.0 16 16 6 7 11 9 7 4 9 4 3 16 16 16 8 8 14 12 8 3 6 11 5 4 r 4 SET ANCHOR WITH 7/ 1/4 -20 STAIN SS STEEL MACHINE EW .:: I, • a14 84.0 14 14 4 6 9 5 4 4 9 4 3 h 16 16 16 5 7 _ 12 6 5 3 5 11 5 4 4 150.0 9 4 3 3 9 4 3� 3 9 4. 3� �© 11 5 4 4 11 5 4� �� 4 11 5 4ozo, 7 4 5 7 1/4 (pa, /1.1111111Hg1111\111111111� "0 ELCO ULTRACON W/ 1 -1/2" MIN. EMBED. 3,000 psi, CONS 51.0 16 16 8 12 12 S 8 B 4 16 16 16 - 10 15 15 15 5 6 11 10 64.0 14 14 6 9 9 4 7 3/ pv 3 16 16 16 c 8 12 12 12 3 5 8 4 3 0 0 3 3 3 72.0 12 12 5 8 7 3 6 3 � 3 15 15 15 7 10 9 6 3 4 8 4 3 84.0 10 10 • 4 7 4 A 3 6 3 �r 3 13 13 13 6 9 5 4 4 8 4 3 3/ 150.0 6 3 3 6 3 / 3 6 3/ 3 8 4 3 3 8 4 3 3 8 4 [(1:::=COCatn> 1/4 TAPCON (MIN, "0 ITW MAXI SET WITH 1 -1/4" MIN. EMBEDMENT 3,000 PS.I, (=CRETE) 51.0 16 16 • 13 16 16 9 16 15 6 16 16 16 • 13 16 16 16 8 9 16 15 11 6 64.0 16 16 10 16 16 7 13 6 5 16 16 16 10 16 16 16 5 7 13 6 5 5 72.0 16 16 9 16 13 • 6 13 6 5 16 16 16 - 9 16 13 10 4 6 13 6 5 5 84.0 16 16 8 14 8 5 13 6 5 16 16 16 8 14 8 6 3 5 13 6 5 5 150.0 13 6 5 13 6 5 13 6 5 '13 6 5 5 13 6 5 3 5 13 6 5 5 HOLLOW CONCRETE BLOCK 7ht111111i1i11i11111N1K11- 1- 1/4 "0 ITW BUILDEX 1 /4"rMIN. EMBEDMENT 51.0 rill iiri lira lira 15 15 15 14 6 10 10 10 4 4 7 6 5 . 3 64.0 IM it/A grA� rrAra'0 12 12 12 5 5 8 8 8 arliEWMOr 72.0 rr r,Arar ri �jir/ij 10 10 10 4 4 7 6 4 m�J% , 84.0 ,r it 9 9 9 3 �i� ror 150.0 rA ff irAM O / AfrINEWZ ArnMEIVI r F% r 9 6 Mr % 4 *taB EE=3›. 51.0 • 12 12 12 7 12 12 12 9 9 • ' 12 12 12 8 12 12 12 5 10 64.0 12 12 12 5 10 10 10 7 4 p 12 12 12 6 11 11 11 4 8 4 3 3/ 3/ / 3 3 3 * SI.ILUlMll1i11111 72.0 12 12 12 5 9 8 6 7 3 0� 12 12 12 5 10 8 6 3 8 4 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT 84.0 12 12 12 4 8 4 3 e 7 3 // 12 12 12 4 8 4 3 3 8 4 150.0 7 3 3 / 7 3 3 7 3 8 4 3 3 8 4 3 3 8 4 3/ 3 * 1110n 1/4 "0 ALL-POINTS SET ANCHOR EMBED. STEEL N 1/4 -20 MACHINE ■1I SOLID- WITH 7/8" STAINLESS SCREW 51.0 13 13 13 6 9 9 9 c� 6 6 A 16 16 16 • 8 11 11 11 5 8 7 5 A 4 64.0 10 10 10 5 5 7 7 7% 3 Breir i 13 13 13 6 6 9 9 9% % 3 72.0 9 9 9 3 4 6 5 44 a 3 %/a � 12 12 12 4. 5 8 7 5 AI���I A/ 3 84.0 8 8 4 5 3 I l�� rarAIM 10 10 10 3 5 7 4 3 0, 3 150.0 5 A%/i,%IEWA'K,M BEIMIEW 3 .� 1/4 "0 ELCO ULTRACON W/ 1 -1 /2" MIN. EMBED. 51.0 9 9 9 4 6 6 6 1 2 12 12 11 5 8 8 8 64.0 7 7 3 3 5 5 5 r-A 9 9 9 4 4 6 6 6 3 ��rr���a' 4'���rrl /,ra/ rf i 72.0 6 6 3 4 4 %���� 8 8 8 3 4 5 5 84.0 5 5 5 �r����ra�I���y�Ie% /.�I 7 7 No 11 150.0 3 /.� AMEra�rj� �er.Aaffraifi/riI��rr/'I�rri �7 1/4 TAPCON 51.0 16 16 16 9 16 16 16 6 14 12 9 4 16 16 16 9 16 16 16 6 14 12 9 4 64.0 16 16 16 • 7 15 15 15 5 11 5 4 %/ 3 16 16 16 • 7 15 15 15 5 11 5 4 A 3 "0 ITW MAXI SET WITH 1 -1/4" MIN. EMBEDMENT 72.0 16 16 16 6 13 11 8 4 10 5 4 /0 3 16 16 16 6 13 11 8 4 10 5 4 0 3 150.0 10 5 4 3 10 5 4/ 3 10 5 4, 3 10 5 4 3 10 5 4/ 3 10 5 4/ ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -B" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE NOTE C2 C3 TYPE 3) C4 C5 f o -- V - 51.0 16 16 1,6 16 12 16 16 16 16 8 16 16 16 8 6 1/4 "0 x MIN. 3" LONG LAG .,CREW W/ MIN. 1-27/32" THREADED PENETRATION PARALLEL OR PERPENDICULAR GRAIN TO 64.0 16 16 16 16 10 16 16 1.6 10 6 16 12 9 5 5 72.0 16 16 16 16 8 16 16 16 8 6. 16 11 9 5 4 84.0 16 16 16 12 16 14 11 6 16 11 9 150.0 16 11 9 5 16 11 9 5 16 11 9 * 51.0 12 12 12 12 1 11 11 11 4 A7 7 5 A 4 * 64.0 12 12 1213 8 8 8 rearg 6 3 r a 1 /4 "0 -ELCO MALE/ FEMALE "PANELMATE" W/ 1-7/8" MIN. EMBEDMENT 72.0 11 11 11 �i 7 6 4 ar ��� 6 3 (Agra 84.0 9 9 9 no, 6 3 war/ 6 3 �A &- '174- 221ACHIFtE SCREW WITH NUT 150.0 6 Hies 6 3 ii' 6 3 iii * I 51.0 12 12 12 9 12 12 12 10 m \\I 7/16' W/ 7/B" - -&-1/4-20 STEEL ANCHOR SPRU E MIN. DENSITY a 0 WOOD BUSHING MIN. EMBEDMENT STAINLESS MACHINE SCREW INSTALLED IN --PINE FIR LUMBER = 0.42 64 0 12 12 12 7 12 12 12 5 3 rli 3 / 3 72.0 12 12 12 6 12 - 10 7 4 10 84.0 12 12 12 5 10 6 4 4 10 1 0.0 10 5 3 3 10 5 3 3 10 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. S. ANCHDRS_SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE A WAFER HEAD (SIDEWALK BOLT), U.O.N. - - 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE-USES. 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODUCT REVISED as+Oeplying with the Fieriia Building Code Acceptance No 10 - 0Z Z-2 • o3 ±ate eMna01S / / .Lsrrp odor,/ Contra! 0.050° ALUMINUM STORM PANEL 0 4 dam 02/04/2010 --daae4 g_ no. 10-103 sheet 4 oP 5 T A 8 L E 2 MINIMUM STORM PANEL SEPARATION -FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.F.) POSITIVE DESIGN LOAD (W) (P.S.F.} MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREAT THAN 30' ABOVE E GRADE (INCHES) 19.5 3' - 0" 3 -1/2" 1" -■ 5' - 0" 3 -1/2" 1" 7' - 0" 3 -1/2" 1 -1/4" 8' - 8" 3 -1/2" 1 -1/2" 10' - 6" 4 -3/8" 2 -1/8" 12' - 0" 5 -7/8" 2 -3/4" 30.0 3' - 0" 3 -1/2" 1" 5' - 0" 3 -1/2" 1 -1/8" 7' - 0" 3 -1/2" 1 -3/8" 8' - 8" 3 -1/2" 1 -3/4" 10' - 6" 4 -3/8" 2 -3/4" 10' - 9" 5 -7/8" 2 -3/4" 40.0 3' - 0" 3 -1/2" '1" 5' - 0" 3 -1/2" 1 -1/8" 7' - 0" 3 -1/2" 1 -1/2" 8' - 8" 3 -1/2" 2 -1/8" 10' - 4 -3/8" 2 -3/4" 3' - 0 " 3 -1/ ' (3 1" 5' - 0" -1/2" 1 -1/8" 60.0 7' - 0" ( 3 -1/2" 1 -5/8" .8' - 3 -1/ " 2 -5/8" 8' - 10" 4 -3/8" 2 -3/4" 80.0 3' - 0" 3 -1/2" 1" 5' - 0" 3 -1/2" 1 -1/4" 6' - 9" 3 -1/2" 1 -3/4" 120.0 3' - 0" 3 -1/2" 1" 4' - 6" 3 -1/2" 1 -1/4" 150.0 3' - 0" 3 -1/2" 1" 3' - 7" 3 -1/2" 1 -1/8" TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. T A B STORM PANEL MAX. SPAN SCHEDULE L ALL MO- UNTING CONDITIONS E DESIGN LOAD 1: W (P.5 F..) .--- L MAX. (FT -IN) 19:5 12' - 0!' 25.0 11' - 3" 3 3.0 '10' - 6 " 35.0 - -10' - 4," 40_0 1- 0'._ -_ 0 - 9' -�' -450 C-:- , 50_D�- 9' 5' 55.0. _ _ 9' - 2" 60.0 8' -_ 10" 62 0- r 8. _ 8.. 6 .0 70.0 75.0 7' -2" 80.0 85.0 6' -4" 90.0 6' - 0" 9 5.0 5' - B„ 100.0 5` -4' 10 8.0 5' - -0'" 115.0 4'- 8" 120.0 4' _ 6" 130.0 4' -1" 140.0 3'__10" 150.0 3' - 7" TABLE 1 NOTES: 1. TABLE 1 IS APPLICABLE FOR BOTH POSITIVE AND NEGATIVE LOADS. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. PRODUCT REVISED as complying with divahida Building Code AtN0l0..02Z2•o3 ' Date a !Jl 01 5- By Miami Division 1 a 0 N 0 V.3. Knezevich 2010 acorn .'OW spit WK ASS 02/04/2010 - _,Gasig. no. 1 ;-103 sheet 5 of 5