Loading...
HomeMy WebLinkAbout230 Venetian Bay Cir (2)CIT=' OF SANFORD PERMIT APPLICATION RECEIVED Date: Tp// tp17 11 1 2 o 0? Job Address: �3C►/ha�C111� Description of Work: mis do re Footage historic District: Zoning: _ Value of Rork: $ d Permit Type: Building Electrical Mechanical Pluurbiu Fire Sprinkler Alarin Pool Electrical: Nets Sen ice —= of AMPS Addition Alteration Change of Sen -ice Teuyh)ran- Pole Mechanical: Residential Nutt -Residential Replacement Nets —_ (Duct Lai out t Energy Calc. Required) Plwnbing/ Nen- Cotntnerciatl: = of Fig -tures = of Water & Sexver Lines_ _— = of (las L. ine — Pitunbing/NeaResidential:=ofW/at -Closet: I'luntbinrRepair— ResidentialorCommercial Occupancy Type: Residential �r/ Coniniercial Industrial ('onstruction Type: — # of Stories: = of M elling Lints: Flood Zone: (FERIA form required 1 t_:ontractor Name & Address: . 13` 3 g -�3,.76; 647.2 Hame'yRoad,�4 State 1,icense Number: ° Phone & Fax: _6 Bonding Coinpany: Address: Mortgage Lender: .Address: Architect/Engineer Address: Phone: Fax: Phone: 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 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 of the foregoing information is accurate and that all work will be done in compliancewith 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 IMPROb'EMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of itis ificaLion that I ill notify the owner of the property of the requirements of Florida L 'n Law; FS 713. �4144-7 h N r rgnature nerlA ent — T -p Date Signa eefcon-tor/Agent /1 Date o P R IV Pr CL wnev:, I's Name a for/Ago 's N e ` ?Q m `e; Signature o . t., e, of orida Date Signature ofNnta -S [e of Florida Date C r_o`� Owner./Agent is _ Y _ Personally Known to Me or —Produced U) APPROVALS: ZONING: Special Conditions: Rev 01/2006 UTIL: FD: ContractorrAgent is Pc rsonally Known to . - e or --- Produced ID --------- — -- -- 4� �� 1 v ENG: BLDG: DOUGLAS MORRISONQCK� L� 9, 00 a � Expi►es OW)43o : : 8ondad ttw cti0o)M1x•42s+; ay �r�+"� FlorWa Notary Aaen., I..: - — _ NNINNNNI�NNNN��NNR 0 - less Douglas Morrison McKenna Prepared By _ C --tomer Name E HOME DEPOT Phone Numbi-r 407 625-5192 ;DUG SHRET 2448019 Job # . . . . X . . . . . . . . . . . . . . . . . . . 4 TS 31 '21211 11 211C X r_' 1h - . I I GAR DIN • . . LJ X � i Aluminum Hurricane Panels Mill Finish r _ T-7 ENTRY x LIV Ji l� BATH BED #1 MBED `'' •� X . . . • �, BED #2 O O2 1� BATH NOTES: ♦ 1041 MEAN Noor- HEIGHT- Overall Length 1. Draw tba m, Sine of the house and indicate ail windows and doors _Feel I Overall UVidth 2 N,tmoer the windows to be reN3cgd w th the corresoonrfirg number from the Spar Shoel Weasure Mean Rocf I (eight from the gro. nd _59' _ ? f'1gPSllrq and list llte d�<tgnro fromPdrt1 rllrtlgf Of If+q .t:nn'.e to the CIC 9aE1 n:ndow To a {»ini that is halfxnv tic, the poa� to the eave Exposure Category{ � .t 14-•NCNIR vdlirh wlndorgg1 will riagt F.gre.n E;Odq rggviromenls' the he.lfoem 'N t+nit 1 window or el., Sur d�+or must msel the E=gress Coda Recurtemarnx —To be completed by Permit Coordinator Job Number Window and Shutter Measurement Sheet Sales Person Douglas Morrison 2448019 _ Customer Name _Carolyn McKenna_ Snal_ SF1aa+ 1 i iT-4.1 :T.-6-1 1 T-1-1 • - - LineItem ;Opening - •--• I •---. i mare ras ur rvv ; # Description Width Length I Of the Home If this is being Replaced' iocai sq mcnes 1 Purchasing I We of _ They Already Have Not Replacing Storm Panels 11 ENTRY I 64 80 5120 1 NO 5120 Panel ! Existing Storm Panels NO DOOR 2 1 ENTRY 64 1 40 2560 _ _ NO 2560 _ NO NO r PW NO 3 4 GAR DIN 192 I 84 1 74 72 16128 5328 NO --� NO 16128 _ _�_ I NO GAR DOOR NO 5 IDN I 5328 I YES 74 72 5328 NO 5328 YES SH YES_ 6 LIV 96 96 9216 NO 9216 YES SH 7 MBED 36 63 2268 NO 2268 —� ! YES_ SH YES 1 8 9 MBED BATH 36 63 48 1 48 2268 2304 NO NO 2268 YES SH YES 2304 NO SH NO 2 - 3 10 11 12 BED # 2 BATH BED # 2 36 I 62 26 50 53 50 2232 1300 3975 NO NO NO 2232 ! NO SH NO 1300 _ - � NO SH NO _ 3975 YES SH YES 13 75 0 — -- --- 14 0------ 15 0 16 I 0 -I- -- -- 17 It 0 ; — 18 ! 0 — 19 0 - --- 20 I 0 ; ---F- --- — 21 0 - — - 22 0 — 23 0 ; — — 24 0 25 0 26 0 - — 27 0 28 0 I — 29 0 30 0 Total Sg Inches= 58027 Total Sg Inches Not 58027 For this Home Bein Re laced �— Total Sg InchpAeing 0.00 Replaced Total Sq Fe This Home = 402.97 This is Total Sq Inches divided by 144 !t VIM Total So Feet Being 0.00 % Being Replaced i 0% Replaced= 1 � � I I Icamum-MIN W D W SPECIFICATION SHEET - JI �YJJ pec. She Customer: J,-- lob#:2 Consultant:yL ; Sheet: QQ ofg Existing Window New Window E Location uJ (Room / Floor) Style "Code" Metal Y/ N Style "Code" Series "Code" L _0 O C) Measurements Grids Patterns Pattern 1.2 Pattern 1'2 Window Glass oodeSCode' Hinge Locations 3 lNlisc. CSint, CBC, Bay, Bose, Items Ratio 3 Garden Door; (from outside, Lt to Rt) Rough 0 enin P g a o L U ° _ > =° O _ e ° ° > ° o _ e ° 0 > m e o — Width Hei ht g UI 1 AP q1 1qy 2 Byrd, ,4P �.�. �l.-- 35 z 11 4 l 5 6 7 8 9 '0 1 2 Grid Pattern and Location MUST be indicated. 2 If a single window or mulled windows require multiple grid patterns, indicate location and pattern in the additional spaces provided. dolor Of -]----L bVindo+� / Door Wraps, rami amu, urs,, oay of cow, use u , m or a totauonary). ror ratio & garden uoors, use "S' (Stationary) or -X- (Operating). BAY / BOW WINDOW Projection Angle: (Bay: 3CP or 450) Top of Window to Soffit ( inches ) Bay Window Flankers - DH / Csmt. Width of Overhang ( inches ) Seatboard Material - Birch or Oak If tied to Soffit, color of Soffit material New Interior Casing (Bay/Bow/Garden/Patio Doors) Clamshell (CL) or Colonial (CO) F— SPECIAL CONSIDERATIONS: 5-14-03 SFC -W -VW Construct Roof 3 ( Yes / No I 3 There is no guarantee that new shingles will match existing color. GARDEN WINDOWS WALL THICKNESS" (inches) SEATBOARD MATERIAL Specify Birch or Oak veneer or White Pionite " Additional charge for wall thickness of 6" or more. I have reviewed and agree with all of the Job specifications described above. r% D 7 Date Horida Building Code Online x ry r l } + L •`:BU[tDll{G�Qf�ESrr t.. x z i +s •;FLbRIG+A'COh1MUNfTIE3 :� � � • FRONT pOR`CH �, .'` a rs i m� P • N4VS ; r; 3 T�REi}UEh'1`L1 A51��[� +ABOUT OUR °�EORpTt+RY • IAAILTHIE sEOFi& r= e • 1N41�tKCTpR G�NEt�h[, x r,�• 1''+i�®A4313TAheE �- e ?4+�OMTACTUS��k ,-gl L �t1R I,.Ola0 + f SCIS Home i Log In 'Hot Topics ;Submit Surcharge Stats & Facts y Pu ram carr SCIS Site Map i Links 'Search Product Approval USER: Public User e Page 1 of 4 Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email FL5329 New 2004 Approved l - Madden Mfg. 1889 NW 22 St. Pompano Beach, FL 33069 (800) 272-2071 Madden4Mo@aol.com Vladimir Knezevich vjk@knezevich.com Tom Johnston 400 West McNab Road Ft. Lauderdale, FL 33309 tomj@tc-alum.com htwwwww_nc�,d,ilU11c,1110 oro/nr/mr ,itl , o.. Florida .13uilding Code Onlille • OCq'EMRLOYE c R1riCE Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Page 2 of-, Shutters Storm Panels Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who John W. Knezevich developed the Evaluation Report Florida License PE- 41961 Quality Assurance Entity National Accreditation and Management Institute Validated By ORLANDO L. BLANCO, P.E. Certificate of Independence Referenced Standard and Year (of Standard) Standard Year SSTD-12 1999 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 9/19/2005 Date Validated 9/21/2005 11ftp://WWW.(]Ol'1C1abUlldinQ.ora/n1-/nr Ann dtl A.Cny?nar-AM="'(:RVy(l.,,t71 riorloa ISrulding Code Online Page 3 of 4 Date Pending FBC Approval 10/1/2005 Date Approved 10/17/2005 Summary of Products FL # Model, Number or Name 5329.1 0.0232" and 0.0285" Galvanized Steel Storm Panels Limits of Use Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: These products are NOT suitable for installation in the High Velocity Hurricane Zone (HVHZ). These products may only be installed on concrete, hollow concrete block or wood substrates. For all other conditions, site specific design shall be by this office or our delegated engineer. Panel spans less than those noted in the Minimum Panel Length Schedule of the referenced drawings are not acceptable per the provisions of SSTD 12-99, Description 2" deep x 12" wide Corrugated metal panels Installation Instructions Verified By: Evaluation Reports PTID 5329 T 05-513 05- 514 Evaluation Report.PDF PTID 5329 T 05-513 DWGs Steel.pdf PTID 5329 T 05-514 DWGs Alum.pdf 15329.2110.040", 0.050", 0.060" 12" deep x 12" wide Corrugated metal panels -- Aluminum Storm Panels Limits of Use Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: These products are NOT suitable for . installation in the High Velocity Hurricane Zone (HVHZ). These products may only be installed on concrete, hollow concrete block or wood substrates. For all other conditions, site specific design shall be by this office or our delegated engineer. Panel spans less than those noted in the Minimum Panel Length Installation Instructions Verified By: Evaluation Reports http://\uww.floridabuildin(�r.or.R/Dr/Dr app dtl.asox?Daram=w(TRVXOwflF)nvRaw)aXhrithivrTTVI—m To/')i-,ter t nDo��;Troi�a Page 4 of Schedule of the referenced drawings are not acceptable per the provisions of SSTD 12-99, iia kk Next DCA Administration Department of Community Affairs Florida Building Code Online .Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Cogyright and Disclaimer Product Approval Accepts: ,T s cry r �dbbY httl).-Mv w.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXOwtDavRaw?.t7Xhdth)Y6Trvt�,,,,roi�>,�� 1,nDo�rr.r ro/ Evaluation Report TTG PROJECT NO.: KK5513.00, KK5514.00 DATE: September- 16, 200 p PAGE: 1 Of 3 FEC EVALUATION REPORT NO.: FiL5329 CODE: Florida Building Code 2004 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY Storm Panels 0.040", 0.050", and 0.060" Aluminum Storm Panels PRODUCT NAME: 0.0232" and 0.0285" Galvanized Steel Storm Panels Madden Manufacturing. MANUFACTURER: 1889 NW 22nd Street Pompano Beach, FL 33069 This is an Evaluation Report issued by Thornton-Tomasetti Group Inc., and John W. Knezevich, P.E. (System ID No. 1754), to Madden Manufacturing, based on Rule Chapter No. 9B-72:070, Method 1(d) Product Approval, Florida Building Commission, Department of Community Affairs. These Storm Panels have been evaluated and found to be in compliance with the Code and that products are, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this Evaluation Report is required, following any code changes, to maintain its validity. Evalua n. �e i7rx Igo v, b tid' THORN N=? Q S Tg�UP, INC %i' 0, v e7 V JohrrW�;Kne 1ch, Vice Pesrd .; September 1'8;%45 , ;t'{' r•' Florida Licetisg,:,,PE1961 Florida COA No.: 7519 330 North Andrews Avenue, Suite 450 ■ Ft. Lauderdale, FL 33301 ■ 954.522.3690 0 954.522.3691 fax 0 www.TheTTGroup.com Of 1 ;Les A"cr I d e Y } .r } Thornton �Tomasetti s.- t Evaluation Report TTG PROJECT NO.: KK5513.00, KK5514.00 DATE: September- 16, 200 p PAGE: 1 Of 3 FEC EVALUATION REPORT NO.: FiL5329 CODE: Florida Building Code 2004 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY Storm Panels 0.040", 0.050", and 0.060" Aluminum Storm Panels PRODUCT NAME: 0.0232" and 0.0285" Galvanized Steel Storm Panels Madden Manufacturing. MANUFACTURER: 1889 NW 22nd Street Pompano Beach, FL 33069 This is an Evaluation Report issued by Thornton-Tomasetti Group Inc., and John W. Knezevich, P.E. (System ID No. 1754), to Madden Manufacturing, based on Rule Chapter No. 9B-72:070, Method 1(d) Product Approval, Florida Building Commission, Department of Community Affairs. These Storm Panels have been evaluated and found to be in compliance with the Code and that products are, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this Evaluation Report is required, following any code changes, to maintain its validity. Evalua n. �e i7rx Igo v, b tid' THORN N=? Q S Tg�UP, INC %i' 0, v e7 V JohrrW�;Kne 1ch, Vice Pesrd .; September 1'8;%45 , ;t'{' r•' Florida Licetisg,:,,PE1961 Florida COA No.: 7519 330 North Andrews Avenue, Suite 450 ■ Ft. Lauderdale, FL 33301 ■ 954.522.3690 0 954.522.3691 fax 0 www.TheTTGroup.com Of 1 ;Les A"cr I d e a horn on: 11*1 Evaluation Report September 16, 2005 PAGE: 2 of 3 Madden Manufacturing .040", .050", and .060" Storm Panel Drawing No. 05-514, with a zero revision, dated September 16, 2005, Sheets 1 through 6, prepared by Thomton- Tomasetti Group Inc. (TTG, Inc), signed, dated and sealed by John W. Knezevich, P.E. is an integral part of this Evaluation Report. Madden Manufacturing .0232" and .0285" Galvanized Steel Storm Panel, Drawing No. 05-513, with a zero revision, dated September 16, 2005, Sheets 1 through 6, prepared by TTG, Inc., signed, dated and sealed by V. John Knezevich, P.E. is an integral part of this Evaluation Report. 2.2 TEST REPORTS Test report for Uniform Static Air Pressure in accordance with ASTM E330-02 and successful testing of impact resistance in conformance with SSTD 12-99. Reports were prepared by Construction Testing Corporation (CTC), and are li drawings. sted in the referenced Tensile Capacity of aluminum alloy extrusions was determined in accordance with ASTM E8 -03/A370-03. 2.3 STRUCTURAL ENGINEERING CALCULATIONS Prepared Rational and Comparative Analyses of Storm Panel performance, as well as anchor calculations. From these analyses, Maximum Panel Span vs. Design Load (PSF) Schedules were prepared for the Aluminum Storm Panels (Tables 1 & 3 in Drawing No. 05-514) and Steel Storm Panel Maximum Span Schedules (Tables I & 3 in Drawing No. 05-513). An anchor spacing vs. design load (PSF) schedule was also prepared, indicating maximum anchor spacing for given span conditions at specific design loads (PSF) for each type of anchor used during testing, for both metals. No increase in allowable stress has been used in the design of this product. The Storm Panel satisfactorily passed the large missile impact testing, in accordance with SSTD 12-99. This Storm Panel may be used to protect glazed openings from windborne debris when installed in accordance with the limitations indicated in the referenced drawing, prepared by Thornton -Tomasetti Group, Inc. These Storm Panels have been designed to resist wind pressures as indicated by the Span Schedules of their respective referenced drawings. 4 Thornton lITomastt '- L . Evaluation Report TTG PROJECT NO.: 1{1{5513.00, K5514.00 DATE: September 16 2005 ' PAGE: 3 of 3 The maximum anchor spacing for each type of anchor, shutter span and design wind load is found in the Anchor Schedule of their respective referenced drawings. These Storm Panels are to be installed in accordance with the typical details, general notes, schedules and material specifications found in each respective referenced drawing. See General Notes of the referenced drawings, unless otherwise noted, for material specifications. All dimensions of components are indicated in their respective referenced drawings. Anchor specifications including acceptable substrate, minimum embedment, edge distance and manufacturer are indicated in their respective drawings. • These products are NOT suitable for in (HVHZ). stallation in the High Velocity Hurricane Zone • These products may only be installed on concrete, hollow concrete block or wood substrates. For all other conditions site specific design shall be by this, office or our delegated engineer. Panel spans less than those noted in the Minimum Panel Length Schedule of the referenced drawings are not acceptable per the provisions of SSTD 12-99. This Florida Professional Engineer does not have, nor does he intend to acquire or will he acquire, a financial interest in any company manufacturing or distributing products tested or labeled by the agency. • This Florida Professional Engineer is not owned, operated or controlled by any company manufacturing or distributing products he tests or labels. This Florida Professional Engineer performing an evaluation does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. • This Florida Professional Engineer performing an evaluation does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 03/02/2007 17:25 FAX 3053752908 1 BLDG.CODE_COMPLIANCE MIAWDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Guardian Building Products 5120 West Clifton Street Tampa, Florida 33634 U001/009 MIAMI-DADE COUNTY; FLORIDA METRO-DADE FLAGLER BULLDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 www.miamidade.pov SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The dottiti-ti-tati),i,.;ub,iiitted has been reviewed b) Miareii Dade County Produa Control Division a -Ad 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 (ln Miami Dade County) and/of the AHI (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" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 06-362, titled 0.050" Aluminum Storm Panel, sheets 1 through 7 of 7, prepared by EngCo, Inc., dated December 09, 2006, signed and sealed by Pedro De Figueiredo, P.E., bearing Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 consists of this page 1, evidence submitted page E-1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. �5_�. / NOA No 05-1102.03 Expiration Date: 03/01/2012 _4Y 03 /o l /Zvo y Approval Date: 03/01/2007 Page 1 03/02/2007 4:32PM (GMT -05:00) 03/02/2007 17:26 FAX 3053752908 ' BLDG.CODE_COMPLIANCE 1002/009 Guardian Buildine Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 06-362, titled 0.050" Aluminum Storm Panel, sheets 1 through 7 of 7, prepared by EngCo, Inc., dated December 09, 2006, signed and sealed by Pedro De Figueiredo, P.E. B. TESTS 1. Test repon on Large Missile Impact Te�t, Qw-lit, Wind Pres5ure TesL and Uniform Static Air Pressure Test of 0.050" aluminum storm panels, prepared by Architectural Testing, Report No. 59032.01-401-18, dated September 22, 2005, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform Static Air Pressure Test of 0.050" aluminum storm panels, prepared by Architectural Testing, Report No. 59697.01-401-18, dated July 20, 2005, signed and sealed by Joseph A. Reed, P.E. 3. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 0.050" aluminum storm panels, prepared by Architectural Testing, Report No. 59033.01-401- 18, dated August 30, 2005, signed and sealed by Joseph A. Reed, P.E. 4. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform. Static Air Pressure Test of 0.050" aluminum storm panels, prepared by Architectural Testing, Report No. 57700.01-401-18, dated August 30, 2005, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Comparative Analysis, Anchor Calculations and details for 0.050" Aluminum Storm Panels, dated December 15, 2006, pages 1 through 26 of 26, prepared by EngCo, Inc., signed and sealed by Pedro De Figueiredo, P.E. 2, Comparative Analysis for 0.050" Aluminum Storm Panels, dated February 06, 2007, page I of 1, prepared by EngCo, Inc., signed and sealed by Pedro De Figueiredo, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Extrusion Drawings by Alumax and Alcoa. elmy A. Makar, P. E., M.S. Product Control Examiner NOA No 05-1102.03 Expiration Date: 03/01/2012 Approval Date: 03/002007 E-1 03/02/2007 4:32PM (GMT -05:00) r� (A N D 3 n G') 3 0 rs O O GENER4_ N07ES: THIS PR]DUCT IS DESIGNED AND TESTED (TAS 201, 202, 203) IN ACCORDANCE WITH T1 -E THE FLORIDA BUILDING CEDE 2004 EDITION, 2CO6 SU-PLEMENT PRODUCT CAN BE USED WHERE CDDE IS APPLICAKE INC_UDING 'HE HIGH VELOCITY HURRI=ANE ZONE :HVHZ) 2- LABEL INFORMATION SHALL CONTAIN 0.050 AL.UIIINJM STORI4 PANELS GUARDIAN BLDG. PRODUCTS ASHLEY ALUAINUM LLC TAMPA - FLORIDA M2AHI-DADF.. COUNTY PRDDUC- C7NTROL APPROVED. 3- MATERIAL,; 3.1 - STORM PANE -S SHALL EE a 05' ALUMINUM 5052-H32 DR 3004-H34 ALLOY. 2 - ALL ALUMINI:H EX-RUStONS SHALL 3E 6063--6 OR AS INDICATED IN THIS SET OF DRAWINGS. 4- ANCHORS SHALL 3E AS SHOWN UN THIS A?PROVAL. ANC=OR EMBEDMENT TO BASE MATERIAL SHALL K BE)"OND WALL DRESSING. 5- A LICENSED ENGINEER JR ARCHITECT SHALL PRIVIDE A SITE SPECIFIC 'MND LOAD FGR A PROJECT AS PER ASCE 7-02 OR LATEST. THE C311TRACTOR, ENGINEER GR ARCHITECT SHALL VERIFY THE AJEQJACY OF THIS PRODUCT WITH THE PROJEZT WIND LOADS. 6- THE CONTRACTOR k -S': VERIFY THE AGEOUF�CY OF THE EXISTfNG STRUCTURE IN SUSTAININ3 THE SHUTTER IMOOSED LOACS. '- MATERIALS, INCLUDING BUT NOT LIMITED TO ST_EV HTTAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQJIRE"ENTS OF 200•' FBC SECTION 2003. 8. 4. 8- NO 33 1/3i INCREASE :N ALLOWABLE SIRESS HAS BEEN USED i.N THE DESIGN OF THIS PRODUCT ANCHORS INTO WOOD wERE DESIGNED WITH 1.6 LOAD DURATION. SHEET 1 - GENERAL NOTES & TYPICAL ELEVATIONS. ALLOWABLE DESIGN: PRESSURES TA31LE. SHEET 2 - COMPONENTS DETAILS SPIE ---T 3 ANC-IOR AND COMPL'NENT SCHEDULES AND ANCHOR SPACING TABLE. SKEET 4 - MOUNT TYPES 1, 2, 3, & 4 DETA;:S SHEET 5 - MOUNT TYPES 5, 6, 7 & 8 DETAILS S=;CET 6 - MOUNT TYPES 9, W., 10 & IOA DETAILS SHEET 7 -SIDE CLOSURE SEC-1014DETAILS A, B, C, D, E AND - TYPICAL ELEVATION P4NELS CAN BE INSTALLED VERTICALLY OR HORIZONTALLY USING APPLICAB_E 1,2,3,4,5,6,7, ANCHORING DETAILS 8,9,9A,10,10A 7 1Jill 11 111111111.11 111,11 11l14 3,4,5,6,7, SLOPPED OPTION 8,10,10A SEE TABLE A _ ~-MAX. PANEL SIZE —i HFRIZONTAL INSTALLATION t 1/16' 1 :/1.6' -1 n X 12' - - --- 105.0 61 59 8,9,9A,10,10A 1,2,3,4,5,6,7, 50 60.0 68 68 i tW 8,91 .940, � a� z� (n W W y ; cq Q Z 8 I u � J c¢ A, B,C, N X ABC i'tA,11 N 2 D, , .•i d y 3,4,5,6,7, W G.' X NOTCHED CPTION �i 3;4,5,6,7, 8,10,10A VERTICAL INSTALLATION 7 1Jill 11 111111111.11 111,11 11l14 3,4,5,6,7, SLOPPED OPTION 8,10,10A SEE TABLE A _ ~-MAX. PANEL SIZE —i HFRIZONTAL INSTALLATION TABLE A — PANEL MAXIMUM A-LLOWABLE DESIGNED PRESSURES: 1,2,3,4,5,6,7, 135, 68 •NOTCH 105.0 61 59 8,9,9A,10,10A 84. 0 65 64 72, 0 8 68 50 60.0 68 68 i tW I w w a� z� (n W S y cq Q Z 8 --_ _..�- U N X ABC N F , .•i d y 3,4,5,6,7, 8,10,10A NOTCHED CPTION TABLE A — PANEL MAXIMUM A-LLOWABLE DESIGNED PRESSURES: MAXIMUM Pd <+/-) psiP PANEL Mount tYDeS SIZE (in) t 2 3, 4, 5, 6, 7, 89, 9A 10, IDA 135, 68 68 105.0 61 59 44 84. 0 65 64 72, 0 8 68 50 60.0 68 68 60 N7 -G ON HOl1NTS 1, 2, 4, 5, 6, 7, 8: 10 v4D 10 ANCHOR S°ACING HAY FUR'IQR LiN1T THE ABOVE AI_I.CVADLE DESIGN PRESSJRE. 8 IW �IIIII 3,4,5,6,7, 8,10,10A RADIUS OPTION GUARDIAN BUILDING PRODUCTS ASHLEY AI-UMINUM LLC, 51EC W. CLIFTON ST. TAHPA, Ft. 33634 TEL (813) 864-0444 TEL: (000) 749-4067 FAX: (813) 884-0255 PRODUCT: 0.050 ALUMINUM STORM PANEL Engineering: 4`,Eng(so `+Jnr. CA 8116 6971 W. Sunrlae Bled. 104 Planiation, F1. 33313 Tal.: (954) 585-0304 Fox: (954) 585-0305 FEB 0 6 2007 Pedro D. Ftguairodo, PE . PE. 52609 DRAFTING: PK DRAMNG a MORE Date: 12/09/06 Stole: NA Design by: PPMF PAODOCT CONTROL DIVISION ra,.t& II C -*- Drawing Number 06-362 Sheet 1 of 7 W CD Cn W cn IV cc O Oo MN r o —2.000 12.000' (EFECTIJE WIDTH)-- - IDTH) - 44375' (-OTAL WIDTH) --- _i I.C62 6000 � yo 4p e O6�J tEY HO -E 1- TYPICAL 41-UMINUM PANEL 0.050 ALUI'4_NUM PANEL `_052-1132 OR 3004--134 34' ales -192 ---{ I--. —2.256 — I 4- EUILT-OUT ANGLE ALUMINUM 5063-16 N 0,062 (•1 N --2.022- 2.29B 1 _ t _ i 3- 'U' CEILING TRACK ALJHINUH 6063-T5 GUARDIAN - 'H' HEADER TRACK 0.094 ALLIHINUH 6053-T5 154-20x374 KNURLED 51220 W. CLIFTON ST, i� STUDS 'q/ b'INONUTS TAMPA, FL 33634 TEL � (8131 684-0444 SPAr_D AT buC STUD rNGLE LAY -OUT G' 6' 6' 6' 6' 60 IC OC Oc 170 OC �OC OC o o f o 0.050 HOLE L£GENO 2' LEG �l a 5/16'e THRU HOLE ]0- 112 PANEL - NJTB 1/2 PANEL CAN ONLY BE USED `14 TO (•J(,H7R STUD STUD e- SIUD )NG_E TRA SPACIN SPACING ALUN:NUM 6063-T6 FT 6.000' (EFEGIVE ');1DTH)-----j GUARDIAN BUILDING PRODUCTS -{ ASF:L.EY ALUMINUM LLC. 51220 W. CLIFTON ST, --�I 1.0312 - o —. LI 5 -- \\ TAMPA, FL 33634 TEL � (8131 684-0444 " 'E._. (BCO) 749-4057,l• FAX (013) 884-0235 PROLUCT \ � �6.0]0-. _ �\ 0.050 -- ---9065' HALF PANEL --- ALUMINUM c+m i� 1 OPM PANEL ]0- 112 PANEL - NJTB 1/2 PANEL CAN ONLY BE USED `14 TO AS END P.^JdEL CLOSE THE REAAiNING OPENI`}G THAT MAY BE LESS THAN FULL PANEL WTDTH FT - Engineering: TErt-qI5a Jnr. r- KEYHOLE KEYHOLE I' FROM ENDS I` FROM ENDS,', DA 8116 t 6971 W. Sunrise Blvd. 104 n Plantation, Fl. 33313 Tel.: (954) 585-0304 fax: (954) 565-0305 - r '"-- -- i r- ----115 1/2' MAXINU1 PANEL SIZE BASIC PANEL MOE'ULE FEB 0 2007 OVID S, rar•. 10 Pedro 0e Fiywlreda, PE 166• PE 5260:' DRAFTING PIS EAMKG & MORE L 1686—I 0130 Date: 12/09/06 Scale: NA __�.,, .67B _yam-- ''-JPTIONAL peslgn by: PPMF •F' 0955 CLOSJRE LEG PRODUCT CONTROL DIVISION: 5- 'F' 1 RACK ALUM.NUTA 6063-T6 rcgro.eo ou cea.+):n x 11+.'3-y -. Fj,Hale Bek pC.< L• v3 2.00,•Z 2.924 tNL-ecia�,'-i'vodtfk r;'ytt�d 7}IrWse N .4,000-- , � — o 9 Drawing Number 9.D66 10 06-362 B- 1/8-1X4 TUBE 6- 3" 'F BUILT OUT' TRACK ALUMINUM 6363-T6 ALUHfNIM 6063-T5 Sheet 2 of 7. 0 0 0 0 co E-9 SC-IEDULE ANCHOR TYPE -- SEE ANCHOR SCHEDULE TABLE B — MAXIMUM. ANCHOR SPACING ON CENTER PART DESCR[PT[OIJ MATERIAL 1 In G. OS ROLL FORMED PANEL ALJM1NJh1 = STUD ANGLE TRACK_ (iU53-T6 - �HOUNT TYPES - H HEIGHT EIGH —IT -7-4 5 68 PSF 61 71 8 10'10A 50 PSF 1 1 1 21 4 51 6 7 9JIG 164- 40 PSF 4 51 611 8 1DA SHEETS a, 5 AND 6 _6063 _ _6063 TS _ 6063-T6 GUARDIAN i%a-20 SUR HEAD MS � Lia-2JWASHERED �dINGNUT STAINLESS STEEL uLL )' _ 1 SS SIDE'4'ALY. SCREWS i 1!4-2J HH !MACH] E SC2E41S 1 ina! 1/4 2C SS HH .VUT 41dCKR SCHEDULE BUILDING PRnDUCTS na4na 4 .nalna nn Ar 4 na I 4 4 4P L1 Hit, nn rw 1 4SIlLEY A_JI•II NUM : nai 5 6 21 1 1 ANGi�!TR DESCRIPTION EMbed. Edge 5'2C H. CLIPTLIJ ST 112,5 B1 na nn na na 4 nnna nu nn 12 nn na l 1 1 nab 5 TYPE Dlst TAdPA, FL 33634 no nonana na nn na na aprons oy co i 2 1. !2 TELA (8`.3) 884-0444 1 1 10 6 1 na na 11 12 1 12 6 10 1 a into Concrete (fc'=2%00 sl) TEL (800) ?49-•506? 6 4 9 ®ra! na na ra t2 1 6 12 12 A. li4' Topcons by Elco 1 1/4` 2 ii2' FAX (81"s'i 894-0255_ na na rw9 12 1 9 6 6 12 - into Chit) ?R07UCT� na nn na nn IT no no na na A2 I/a' Tapcors 1 d!2' 6 na; rw na TIT D 6 :no na nn '1 9 2 r, na I2- nn Into Wood cSG>=. 55) O,D JO B I/a-20 POV�ers Calk -In "•/B' 3' A 4 7 9 12 9 81 6 6 i2 6 10'12'!2 12 11 6 B 12 8 12 12 12 12'12 6 10 12 into Concrete (Fc'=3000 sI) ALUMINUM AL na na 4 n n nn 5 nn na 7 no 6: 7 11, 5 6 na 9 Bt 1/4-20 Powers Calk -in ?; 8' 3 3.'4' STORM PANEL A2 5 via 12 30 6 1 '12 12112 6 9 12 8 5 11 I II IL - into C`aU B- na 5 6 4 0 4_ Bit2 9 6 12 i- 1 1 C 1/4` Mn le/Fe�*:. Pnnetronte 1 1/4' 2 1/2' 108 1 na na no 4 no na no nn nn no na 4 5 no na na no 4 na 4 5. 7 no ra 6 no 5 Into CMU Engin ae ring: na nn 4 1 5 4 6 na-8 no no 6112 6: 6 4 11 nn nn 1 9 12 Cl _%•Y tdnte!Fen. Panetnate �( 4.EYil� C� U fir. C1 na ", 12 6 2 no no l 1 Al nn no d 6 12 12 •oto Concrete <Fc'=3350 sl) ✓ C2 na no 6 12 6 6 6. 4 IO rw na 8 1 9 8 6 5 12 no no 10112 12 C2 1i 4' Male/Fen. POnelrcte 1 i/8" 3/4' CA 9116 nn nn 11 l2 12 11 6 8 12 1 na no na 6 no na 6 no no no 12 12 12 2 no no 4 ,na 7 no no 12112 12 12 6 11 5 6 l2 1 Into 6ocd (SW=. �s) 6971 W. Sunrise Blvd. 104 D2 na.na 6 12111 IO 6 7 12 nn na 8 L2 12 12 6: 9 t2 no no 5 nn na 10 12 12 12 6 nn 9 6 12 12 C 1/4' Panelnate Pl��s 2' 2 L/2' Plantation, FI. 33313 into Concrete :fc"=3350psI) —D1 Tel.: (954) 585-0304 8 10 12.101 9 6 6 12 7 l2 12 12 12 12 6 9 12 9112 12 12 12 12 6 11 12Fax: T-,-,4 ' ?ane lwnte Pl..s / 2 1!2' (9.54) 585-030.5 no no no 1 i na nn 8 I 6 4no _Lnto =r1u t :11 10 6 7 12 8 5 7 12 12 12 10 12 10 6 9 I272 D2 1/4' Pnne.nate T':us 2 3/8' 5 1 1 :1 1 1 1 ]96 Into Hood <SG>=.55) na nn ra na :ra na na na na 4 6 no na na na 4 m 6;no ISna 11 6 5 6 na 9 na na 7 12 8 7 6 no no JA5' 19 12 12 l2 6 812 nn no 12 1212 12 6 1 12. no no 12 12 12 12 6121Z�yna6 4 11 no:na 1 1 1 no nI1 1 12 11 6 1na : 2 12 12 6 12na ina 1 1 1 i2 I2 nn nn:l2 12:12 12 6 12 12 A, A1, a2 alt=rrnte r2 na na na na no no 6 na na ra 2; 6 IOna112 !%4' ?APCON BY ELCQ 1/4'X2 VZ• LAG SCR, -WS F�B [) Z��l 11 rw nn 1 no ra!1 12 12 2 6 2 1Pedra Dc Ftpuslrsdo, PE _9 6 12 `ll PE 52609 6 7 n 0:1 7 6 6.AL 3- 1/a-zo 14 SO ANCHOR Ip)R4'�TIIN■G 4 �,.. G:LKIN BY POM�ERS 4! 7 ._ 9 L 8 8 6 .' 2 6 10 111 7- 7 �2 12. 12 12 6 12_. FK BU MRIG & MORE 04 no na no; #10 6 no 5 no 5 4 _ n7 7 1 'oa...-. .5.' ^ 14 0 2.2 Date: 12/09/06 r1a na 7 o no 10 0 no 1 4 12 _.6 _ P.--_na 1 C- PANE -HATE PLUS Scale: NA Design b PPMF n' D2 no no 8 12 12 12 6 9 '12 n n, no 11 12 12 12 na 4 6 12 12 nn n no, no L2 12 12 121 6 12 12 D 9 Y PRODUCT CONTROL DIVISION: 2;12 I2 12 12 6 11 12 11 12 12 12 12 12 6 12 12 12 12 12 12112 12 6,L2:12 : 8 12 6 5 40 4.9 11 12 8 7 6; 3 12 S 11 12 12 10 1 1 1 1 6 12 12 12 1 I t 2 6 1 1 1 1 1 12 12 6:LCOMPONENT'S0 le I 11 8 1 8:12 12 12 I2 I 6 10 12 10112 12 12 12 1261212 604 7 na nn: 6 no RaYl no 4 6 nn 8 na� 7 9 121 6 5 4 a B 12 9 8: 66 12 1 1 612 nn nn l2 12 12 11 6 12 na:na 12 t 1 a 1 12 10 1 ie 10 ,67 12 nn na 12 12 12 12 na nn le 12 1 12 6 12 12 6 10 12 nalrw E2 12:1212 nann 12 1Ell _ 1 6 12 12 12 l2 1212 1 ra nn 1 1 6 12 12 na no 1 1 .6 12 12 6 1 6 5 6 4 9 na na 8- !1 no no 11 6 6 12 11 12 12 6.12 ie na na 12 ie 12:12 6 12:12 na na 12 1 6 12 12 Drawing Number EXAMPLES F ArJEL HEI�HT� 60' 06-362 DESIGNED PRESSURE. Pd- 68 PSF ANCHOR TYPE D2 - SEE ANCHOR SC'-6"DULE NO7N7 TYPE 5 - SFF SHEET 5 OF EDGEDI TANNER SPAN?JG; 12' CC EDGE DISTANCE - 3/4' Sheet CHBI,:IIHENT: 2 3/E' _ _ Z of / SC-IEDULE PART DESCR[PT[OIJ MATERIAL 1 In G. OS ROLL FORMED PANEL ALJM1NJh1 = STUD ANGLE TRACK_ (iU53-T6 - _ 'U" CEILING TRACK � _ 6063-T5 w - X -OU AF. 6063-T6 ----- 6 'F BU:LT-❑U-' TRACK -TS 8 'H` HEADER TRACK ./8-1x� TUBE _6063 _ _6063 TS _ 6063-T6 10 i%a-20 SUR HEAD MS � Lia-2JWASHERED �dINGNUT STAINLESS STEEL uLL )' I1 12 SS SIDE'4'ALY. SCREWS i 1!4-2J HH !MACH] E SC2E41S _ZINC A] 'ESS STEEL S7:IN_ESS STEEL 13 1/4 2C SS HH .VUT STAINLESS STECL C- I•LALE/� EHALE BY ELCO PANELNA.T-� BY ELCO SC-IEDULE PART DESCR[PT[OIJ MATERIAL 1 In G. OS ROLL FORMED PANEL ALJM1NJh1 = STUD ANGLE TRACK_ (iU53-T6 - _ 'U" CEILING TRACK � _ 6063-T5 w - X -OU AF. 6063-T6 ----- 6 'F BU:LT-❑U-' TRACK -TS 8 'H` HEADER TRACK ./8-1x� TUBE _6063 _ _6063 TS _ 6063-T6 10 i%a-20 SUR HEAD MS � Lia-2JWASHERED �dINGNUT STAINLESS STEEL uLL )' I1 12 SS SIDE'4'ALY. SCREWS i 1!4-2J HH !MACH] E SC2E41S _ZINC A] 'ESS STEEL S7:IN_ESS STEEL 13 1/4 2C SS HH .VUT STAINLESS STECL O O Ell O O. O MOUNT TYPE =XISi ING i -SELECT ANCH,-R SPACING j STRUCTURE 1 AND ANCHUR TYPE AS 'ER '.ABLE n ON SHEET ; I M7lJN7 -YPE I. I(�f N ir-EMQCD I - z v i —_T. N a V V P I � M1 (GS) GLASS SE?ARpTIDN_L GS I FANCL HEIGHT K'A = HA .2' 2.LLSS JR = - (GS) GLOSS J - 1/4-20X3/4 KNURLED SEPARAT•'Sd _ r;' -STUDS Vi WIN514U-S SPACED AT 6'CC -12--:2--I2-I I I,I I.I h 6 G o 6 0_ S"UDS '1/4-14x1 SDS GRAZE S SPACED AT 12'0- SECURIVG ANGLE TO '/8' ALUMINUM TUBE EXTSTING 2X4 WOOD I ,.1 STUDS S?4ACED J ,;i (3 AT 24=UU ANCHUR TYPE 42 AT OC LW/ 1 1/2' MIN, EMBEDMENT INTO WOOD STLL (SG)=S5) SEE TABLE A FOR DESIGNED LOAD MOUNT TYPE 3 NOTC. CAN BE USED Al SIL', 6 HEALER G TRUCT u GUARDIAN A R D I A N BUILDINGMOUNT TYPE 2 ASHLEY awM_NUN LLC. 5120 N CLIFTON ST, EDGE DIST.--- - TAMP:,, FL '33634 1— SELECT ANCHUR SPtCIN TEL (813) £84-0444 ' _AND ANCHOR TYPE AS PCR- TEL: (BJO) ?49-4067 0255 Tr,BLE B ON SHEET 3 PRODUC is u MOUNT TYPE 'c .952 - 050 N ALUMINUM STORM PANEL E ngl no ertng: 3 - J = C4 8116 6971 W. Sunrise Bled. 104 <GS) GASS i Ploniaticn, FI. 33513 SEPARATION Tel.: (954) 585-0504 Fox: (954) 585-G305 •--2.000 112+12- 12= J PANEL HFiLiNT _ � u' ESS FEB 6 2007 6 6 6 6 h 6 -STUDS 1:4-20Y,3 i4 KhiURLED :GS) GLASS /-STUDS V/ '/INCNUTS Pedro Do Figuolrodo, PE _ SE'ARATION S'ACED AT 6'DC PE.=2609 W 2 D0: ORATT i.NG- -2 - - PRGRAFIINQ&MORE SELECT ANCHDR SPACING Dole: 12/09/08 aANL ANCHOR TYPE AS PER a ; —TABLE B ON SHEET 3 / 1 MDUNT TYPE 4 Stole: NA Design by: PPMF 2-- PRODUCT VONTROL DIVISION: �- k 1TY w o I �ZO o� -ELGE DIST.— V 9yi, 0.3 NO.U+11R-Z•A3- '� c I' I'-- MScnf pods FY:dc--f cw�l:54 z w g._tF _T Drawing Number jai n _ �1 V 06-362 EXISTING f STRUCTUR_ MOUNT TYPE 4 Sheet NOTE: CAN BE USED AT SIL'_, HEADER OR JPHBS. A O j 7 `t I J ASOUNT TYPE 8 NOTE CAN BE USED ST S -L'-. HEADER CR ,IAMBS MOUNT TYPE 5 NCTE, CAN EE USED AT STI _ HEADER OR JAf'..BS SELECT ANCHCR SPACING AND ANCHOR TYPr AS PER TABLE 3 74 SHEET 3 MOUNT TYPE 7, MOUNT TYPE 71 NOTE CAN EE USED AT SILL, HEADER OR JAMBS, 1/4-20 X 3/4 Square 1-1ead HS 'W/ 'MNG NUTS —AT HAX. 6'OC 1/4-20 X 3/4 Sq.ore Heid MS Y! WING NUTS ---tiT H„X. 6'OC EXISTING STRUCTUR__ o j / TTTF i `�dINDCO4PW/l rn� w I 11 --'GS) G -ASS GS PANEL HEIGHT :1.15' C42EATER TH.N 72' SEL -CT ANCHOR SPACING AND ANCHOR TYPE AS PER TA3LE B ON, SHEET 3 WONT TYPE 6 EXISTING' STRIiCTURE ,GS) GLASS SE-ARATION — t EXISTING iS=LEC" ANCH_R SPACING I STRUC%RE AND ANCHOR TYPE AS PER H SOR HEAD HACHINE_ TABLE B ON SHEET 3 SCREWS W/ 'WINGNUTS S_PARATT0N HOLN- -YPE 8 6 66'6 6STUDS UDS -Erbed, NOTES CAN Enbed. _ I GS Pg HEICH? r1 C] J _.3' l _SS nR = 72' , I a MOUNT TYPE 5 NCTE, CAN EE USED AT STI _ HEADER OR JAf'..BS SELECT ANCHCR SPACING AND ANCHOR TYPr AS PER TABLE 3 74 SHEET 3 MOUNT TYPE 7, MOUNT TYPE 71 NOTE CAN EE USED AT SILL, HEADER OR JAMBS, 1/4-20 X 3/4 Square 1-1ead HS 'W/ 'MNG NUTS —AT HAX. 6'OC 1/4-20 X 3/4 Sq.ore Heid MS Y! WING NUTS ---tiT H„X. 6'OC EXISTING STRUCTUR__ o j / TTTF i `�dINDCO4PW/l rn� w I 11 --'GS) G -ASS GS PANEL HEIGHT :1.15' C42EATER TH.N 72' SEL -CT ANCHOR SPACING AND ANCHOR TYPE AS PER TA3LE B ON, SHEET 3 WONT TYPE 6 EXISTING' STRIiCTURE ,GS) GLASS SE-ARATION — t 6 , I I -I2- 12 -• 12 (GS) CLASS H SOR HEAD HACHINE_ N SCREWS W/ 'WINGNUTS S_PARATT0N SPACED AT 6.0C 6 66'6 6STUDS UDS MOUNT TYPE 8 NOTES CAN Enbed. _ !`'-'000---I GS Pg HEICH? GREN 725' Tc HGV.. - _.3' l _SS nR = 72' II <GS) GLASS MOUNT TYPE 5 NCTE, CAN EE USED AT STI _ HEADER OR JAf'..BS SELECT ANCHCR SPACING AND ANCHOR TYPr AS PER TABLE 3 74 SHEET 3 MOUNT TYPE 7, MOUNT TYPE 71 NOTE CAN EE USED AT SILL, HEADER OR JAMBS, 1/4-20 X 3/4 Square 1-1ead HS 'W/ 'MNG NUTS —AT HAX. 6'OC 1/4-20 X 3/4 Sq.ore Heid MS Y! WING NUTS ---tiT H„X. 6'OC EXISTING STRUCTUR__ o j / TTTF i `�dINDCO4PW/l rn� w I 11 --'GS) G -ASS GS PANEL HEIGHT :1.15' C42EATER TH.N 72' SEL -CT ANCHOR SPACING AND ANCHOR TYPE AS PER TA3LE B ON, SHEET 3 WONT TYPE 6 EXISTING' STRIiCTURE ,GS) GLASS SE-ARATION — t 6 , ti I I I -I2- 12 -• 12 1/4-20Y.3/4 SS H SOR HEAD HACHINE_ N SCREWS W/ 'WINGNUTS r u n SPACED AT 6.0C 6 66'6 6STUDS UDS MOUNT TYPE 8 NOTES CAN Enbed. _ X3!4 KNURLED __-STUDS 4': WIVGNUTS STUDS SPACED AT 620C i ' 1/4 -20X3/4 KNURLED I- STUDS W/ WINGNUITS 11" — t, SPACED A- 6'OC 1 �! ! SELECT ANCHOP, SPACING EXiS'ING!._AND ANCHOR 1YF'I:'. AS PEP J STRUCTURE TABLE B ON SHEET.3 POUNi TYPE 5 MOUNT TYPE 5 NCTE, CAN EE USED AT STI _ HEADER OR JAf'..BS SELECT ANCHCR SPACING AND ANCHOR TYPr AS PER TABLE 3 74 SHEET 3 MOUNT TYPE 7, MOUNT TYPE 71 NOTE CAN EE USED AT SILL, HEADER OR JAMBS, 1/4-20 X 3/4 Square 1-1ead HS 'W/ 'MNG NUTS —AT HAX. 6'OC 1/4-20 X 3/4 Sq.ore Heid MS Y! WING NUTS ---tiT H„X. 6'OC EXISTING STRUCTUR__ o j / TTTF i `�dINDCO4PW/l rn� w I 11 --'GS) G -ASS GS PANEL HEIGHT :1.15' C42EATER TH.N 72' SEL -CT ANCHOR SPACING AND ANCHOR TYPE AS PER TA3LE B ON, SHEET 3 WONT TYPE 6 EXISTING' STRIiCTURE ,GS) GLASS SE-ARATION — t a n - GUARDIAN BUR DING PRODUCTS ASHLeY ALUIIINUM L_C. 512_ k� C-IFTDII ST. ' 4PA, FL 33634 TEL: <813) 884--0444 TEL: ( 8013, 7L9-406? FAX, <e13) 884-C255 PRODUCT 0,050 ALUMINUM STORM PANEL Engineering: +xngC2a Jnr. GA 8116 6971 W, Sunrise Blvd. 104 Plcntafion, FI. 33313 Tel.: (954) 585-0304 Fax: (954) 565-0.305 F 007 Pedro De Fiquelredo. PE PE 52509 DRAFT IVG PK ORAMNG a MORE Date: 12/09/06 Scale: NA Design by: PPWF PRODUCT CONTROL DIVISION Drawing Number 06-362 Sheet 5 of ;y o W 0 N N O O N r y fD a W O CJI W N Cn N CM O 00 Ull 0 0 y \ CD O cc 6 , ti I I —iEnbed. 1/4-20Y.3/4 SS SOR HEAD HACHINE_ N SCREWS W/ 'WINGNUTS SPACED AT 6.0C MOUNT TYPE 8 NOTES CAN BE USED AT SILL HEADER JR JANDS.- a n - GUARDIAN BUR DING PRODUCTS ASHLeY ALUIIINUM L_C. 512_ k� C-IFTDII ST. ' 4PA, FL 33634 TEL: <813) 884--0444 TEL: ( 8013, 7L9-406? FAX, <e13) 884-C255 PRODUCT 0,050 ALUMINUM STORM PANEL Engineering: +xngC2a Jnr. GA 8116 6971 W, Sunrise Blvd. 104 Plcntafion, FI. 33313 Tel.: (954) 585-0304 Fax: (954) 565-0.305 F 007 Pedro De Fiquelredo. PE PE 52509 DRAFT IVG PK ORAMNG a MORE Date: 12/09/06 Scale: NA Design by: PPWF PRODUCT CONTROL DIVISION Drawing Number 06-362 Sheet 5 of ;y o W 0 N N O O N r y fD a W O CJI W N Cn N CM O 00 Ull 0 0 y \ CD O cc O W O N \ N O O v W N 3 G') 3 I O CJT O O u MOUNT TYPE 9 EXISTING 2X4 1 WOGD FRAMING SPACEJ AT 24"DC ri (GS) GLASS SEPARATION GS PANEL HEIGFT 3.2 ' GR a �' LES 1/4-20\3/4 KNURLED STUDS W/ WINGNUTS SFA�ED AT 6'DC bH W {] En6ed - 4 + -4 n 1 2AC0-1 n (3 AT 24'00) 1/4' TAPCONS W/ L 1/2' LOIN. EM3EDHENT INTO 'AGED 2X (SG)=,55) SEC: -ALLE „- FOR DESIGNED LOAD EXISTING 2X4 _L WOED FRAYING SPACED AT e4'OC-. m W w 1/4-14XI SDS GRADE 5 _SFACED AT 6 -OC W SECURING SHAPE TO t/8' ALUMINUM TUBE J 0. 1. 1. [/4-e.OX3:4' HHNS W/ HEX NIITS SPACED AT I4AX 6'CC STUD Cd4GLE CAN BE USED RE'JERSED ON POUNTS :0 ANO 10A I � n I,DOD �- I/4-20:<3/d KNURLED STUDS W! WINGNUTS 2 1 SPACED AT 6'UC... I SELECT ANChOR SPACING `AND ANC40R TYPE AS PER TARI.E B ON SHEET 3 MOUNT TYPE 10 EXISTING ' STRJCTUREJ MOUNT TYPE 10 ND-E� CAN BE USED AT S=LL HEADER OR JP.IIBS, MOUNT TYPE 9A (3 AT 24'11C) 1!4' TAPCONS W/ 1 1/2' HIN EHBED'4EN7 INTO WCOC 2X (SG>=55) GUARDIAN BU'sLDING PRODUCTS ASI4LEY ALUMINUM LLC. 5120 W. CLIFTON ST. 10PA, 'L 33634 TEL: (313) 684-0444 TEL: (800) '49-4067 FAX, (1313) 684-0255 PRODUCT GSPAN-L HEIGHT 3:2'a' GREATER THAN 72' 1/4-20X3/4 KNURLED STUDS W/ WINGNUTS SPACEEAT 6'D t1 1 2 b N tl FEB 2907 Pedro D. Flguelredo, PE P�- °2609 DRAFTING PK DRRMNG & MDRE Dale: 12/09/06 Scale: NA Design by: PPMF 1/4-2x3/4- HHNS 'W/ HEk JUTS SPACED PRODUCT CONTROL DIVISION: A,, HAX 6'OC I 1 1 1-.4 SELECT AN_,,SPACING ANCHOR TYPE AS PEE 4-. �¢ �1 ! I T:;BL_ B ON SHEET 3 c� HOUNT TIPE ICA -- -} STRUCTURE 1' P '-1/4-23X3/4' HHHS MOUNT TYPE 10A W/ HEX NJTS SPAC-D A- MAX. 16'OL NO'E: CAN BE USED AT SILL, HEADER 13: .IAHBS. .. _.._3 '/4-14X.1 SDS GRADE 5 `SPACED AT O.00 SECURING SHA -E T❑ .0,050 ALUMINUM STORM PANEL Engineering: 1!8` ALUMINUk TUBE i (({ Q i1 � .•LL �Y 1/4-20X3/4 KNURLE9 ,.J -STUDS W1 WINGNUTS CA 8116 - ° SPACED AT E'OC 6971 W. Sunrise Blvd. 104 1.J Plontatlon, FI. 33313 (CS) CLASS -PAF Tel.: (954) 585-0304 S; ATTO F­ ox: (954 585-0305 ---2.00)-� -2.00)— GSPAN-L HEIGHT 3:2'a' GREATER THAN 72' 1/4-20X3/4 KNURLED STUDS W/ WINGNUTS SPACEEAT 6'D t1 1 2 b N tl FEB 2907 Pedro D. Flguelredo, PE P�- °2609 DRAFTING PK DRRMNG & MDRE Dale: 12/09/06 Scale: NA Design by: PPMF 1/4-2x3/4- HHNS 'W/ HEk JUTS SPACED PRODUCT CONTROL DIVISION: A,, HAX 6'OC I 1 1 1-.4 SELECT AN_,,SPACING ANCHOR TYPE AS PEE 4-. �¢ �1 ! I T:;BL_ B ON SHEET 3 c� HOUNT TIPE ICA -- -} STRUCTURE 1' P '-1/4-23X3/4' HHHS MOUNT TYPE 10A W/ HEX NJTS SPAC-D A- MAX. 16'OL NO'E: CAN BE USED AT SILL, HEADER 13: .IAHBS. -f1g Number DEOWI 06-362 Sheet 6 O C '•7 V I / dI 0 0 au 0 0 m DETAIL A INSET CLOSURE 1!4' MAX. DETAIL B WALL CLOSURE EXISTING ,STRUCTURE DETAIL C 01 WALL OVERLAP DETAIL D BUILT -OUT SIDE CLOSURE GUARDIAN EXISTING NG BUILDING PRODUCTS STRUCTJRE %.SHLEYaLUN[NUI•f LLC. 5120 N. CLTFT-N ST. TAMP::, FL 33634 TEL: '813) P84 I _ =ti IS TING j STRUCTIFtE -r— sa J� uu J N J FANEL HEIFiHT Fr 4 HAM PO 12--' LESS to 1 Ii4. OVERLAP = BUILT -OUT X 1.`_' EN 2413.7 iS MUST CDH'LETE-Y CV`.'ER AN NS ]NENING IN ALL DIRECTID. 'HE LEARAN"E BETI,y_EN THE SHUTTER AND A ,'ALL OR INS[' S•4Rfg;E (DETAILS A C B). ANY DISTAKE IN EXCESS OF V4' SHALL REOJIRE )ETAILS E 6 EI GR SHUTTER' EVERLAP :DE°Ail_ C). WHERE 41"PLICABLE. 4 G ' SHABE A MINIMUM 7F 1.5 TIMES THE SIDE CLEAR6NCE BETWEEN ID WALL.' DETAIL E INSET EXTENDED CLOSURE I r__F ALUMINUM CORN=R ANGLE I 125 ALUMINJil ANG' -E I SE'E CLOSURE FUR J_ TRA' APPLICATION `.. -0444 TEL, :BOC) 749-4067 FAX, (913) 884-0255 PRODLCT: 0.050 ALUMINUM STORM PANEL .125 ALUMINUM PNOLE Engineering: SIDE CLOSURE =OR T,ExjjXXgLra -hif. EUILT-MT APP:-ICATIOK CA 811e 0X3/4 3OL-S 6971 W. Sunrlee 91vd. 104 WINO OR HEX Plonfafion, FI. 33313 AT 24' OC Tel.: (954) 585-0304 Fax: (954) 585-0305 FIC90 2007 Pedro De Figuelredo, PE P" 52609 DRAFTING, PK DE AMNG a MORE EXISTING STRUCTLRE Date: 12/09/06 �Scale: NA Design by: PPMF r PRODUCT CONTROL DIVISION: wv, v 1/4-20X3/4 BOLTS 'WITH WING OR HEX NU7S A' 24' OC Drawing Number 06-362 Sheei 7 of 7 0 W O ry ry 0 0 y r rd O '17 9 D! W O CTI W N cn N CC 0 00 O 0 0 0 0 M Seminole County Property Appraiser Get.10ormation by Parcel Number Page 1 of 1 P A FZCEL 13 i'lT 1 L 0"10 JOHMscir; CPA. ASA .�1; PROPERTY SE INOLE COUNT it L1 1101 F`L kRS't it SANFORD, IF`L.32"1-1468 4t77 -665..=?SC36 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 23-19-30-502-0000-0280 Number of Buildings: 1 Owner: MC KENNA CAROLYN Depreciated Bldg Value: $143,876 Mailing Address: 230 VENETIAN BAY C I R Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $60,000 Property Address: 230 VENETIAN BAY CIR SANFORD 32771 Land Value Ag: $0 Subdivision Name: VENETIAN BAY Just/Market Value: $203,876 Tax Distric� Assessed Value (SOH): $155,996 Exemptions: 00 -HOMESTEAD (2005) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $130,996 Tax Estimator 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $2,970 Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: $2,504 WARRANTY DEED 12/2004 05581 0657 $188,000 Improved Yes Save Our Homes (SOH) $466 Savings: WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant No 2006 Taxable Value: $127,191 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS: Pick Method Units Price Value LOT 0 0 1.000 60,000.00 $60,000 LOT 28 VENETIAN BAY PB 63 PGS 84 - 88 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2004 9 1,549 2,248 1,549 CB/STUCCO $143,876 $146,067 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED/ 200 Appendage / Sgft GARAGE FINISHED/ 463 Appendage / Sgft OPEN PORCH FINISHED/ 36 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http://www. scpafl.org/web/re_web. seminole_county_title?parcel=23193050200000280&c... 4/16/2007