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WS-12-315Permit Number: WS- 2- 12-315 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 173283 Inspection Date: May 09, 2012 Inspector: Bruhn, Norman Owner: HEMMINGS, LAUREL Job Address: 39 NW 100 Terrace Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (305)756 -3003 Parcel Number 1131010180320 Building Department Comments REPLACE FRONT DOOR Passes /, Inspector Comments CREATED AS REINSPECTION FOR INSP- 173207. CREATED AS REINSPECTION FOR INSP- 170310. DOOR MISSING TAP CONS.JR C.---- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 May 09, 2012 Page 1 of 1 Zis[12- \,001 Miami Shores Village SA 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 BUILDIN I a -41 Permit No. VNE 2, • PERMIT APPLICATION FRC 20 Permit TypelinALDINg) ROOFING Master Permit No. OWNER: Name (Fee Simple Titleholder): 1--AUCZL AAMt_o_455 _ Address: 3C1 NI ItAi (00 --T—EtU& ACIe_ C31_11" 4M City: Mtikil\-11( Sif-OZES State:. C.-- Zip: faci Tenant/Lessee Name: 1.101\18 Email: i0-30nkCACe)(3c1 p 3ty‘cit 1 JOB ADDRESS: 39 N tAi 100 TERI-ACE City: Miami Shores County: Miami Dade Zip: 33 LS0 Folio/Parcel#: t‘ 3 1 0 ‘otg032_0 Is the Building Historically Designated: Yes Phone#: Mgo Zblo 10- Phone#: NONE CONTRACTOR: Company Name: Address: Horne) Om( Flood Zone: NJ 0 Phone#: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone#: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 1 500 N Square/Linear Foo)age of Work: Type of Work: ClAddition CIAlteration CINew Repair ElDemolition Description of Work: i-EPLAC. --For-f- 5-)00e._ Email Address: ***************************************Fees****************0—***.%********************** 0 €) Submittal Fee $ Permit Fee $ #,A CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 2. . Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOIT :F,RS, 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 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 be pproved and a reinspection fee will be charged. Signature _ ,; — ��. Signature wner or Agent The foregoing instrument was acknowledg day o 20 1›, by 2441.-61 me this c21 cR, s �v Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personal4 known to me or who has produced who is personally known to me or who has produced /16 -t /2 W As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: ('-) Print: t f My Commission Expires: re ecE GRA y� ° °ei�o„ s 0: t ° ®•• • a- 0. © H p o Bonded ,",,f. APPROVED BY F '41-4,1y: � r Structural Review (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: My Commission Expires: Gll/13d" **********************tic*********************** Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: k __ i&kt DATE: ADDRESS: _ VV (CO ` ] t12-(4161 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act s my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is respons 'le for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license rpu bers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build o improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I buil i bstantially improved it for sale or lease, which violates the exemption. Initial •A T 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor orto supervise persons working on m building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and b county or municipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acti 'g as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licen " to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers comps ration for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all . plicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.mvfloridalicense.com /dbor /pro /cilbfindex.html Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the legally and financially responsible for the proposed construction activity at the following address: \o3 Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the inform have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this a4- day of , 20 �. By \ILJ bli who was personally known to me or who has Prod ced there License or Ti IdC.,,c21444--0 )2- 4' 9— ? tification .- J I ‘I, 1„....411.—....■—_.....i....... OWNE 'IIII Dl0 AY .����1,��•., CLAUDIA V. CUBILLOS l�Y PV64i 2. .1 `2+ t Notary Public - State of Florida ' e. 5 My Comm. Expires Sep 23.2015 % ,1 74 Commission #t EE 128810 4 ''%R,°,P i s Bonded Through National Notary Assn. 03/07/2012 12:54 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 17J001 $$$ TX REPORT $$$ TRANSMISSION OK TX /R% NO 2307 RECIPIENT ADDRESS 97863944169 DESTINATION ID ST. TIME 03/07 12:54 TIME USE 00'37 PAGES SENT 1 RESULT OK Permit No: 12 -315 Job Name: March 1, 2012 IVI lami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Pagel of 1 Building Critique Sheet 1) Provide design wind loads from a licensed architect or engineer prior to any further review. 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 1AD 4.41(i Permit No: 12 -315 Job Name: March 1, 2012 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide design wind loads from a licensed architect or engineer prior to any further review. 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 1 o 4. 4 \1D' 1 CI Consultants Inc. March 12, 2012 Miami Shores Building Departm 10050 NE 2nd Avenue Miami Shores, FL 33138 Re: Attention: Building Department Official RECEIVED MAR 1, 4 PIZ Wind Load Calculations for Front Door 39 NW 100 Terr., Miami Shores, FL 33150 Job File No. 0312 -025 This office has performed wind load calculations to determine design wind pressure on the front door at the above referenced property address. Design pressures shall be used with product approved systems. Building and opening dimensions have been provided by the homeowner. No building plans have been reviewed and no site visits have been conducted. Contractor shall verify building and opening dimensions prior to any installation and notify this office in case of any discrepancy. Design criteria based on 2007 Florida Building Code and ASCE 7 -05, as follows: Basic Wind Speed 146 mph, Category II Structure Importance Factor 1.0 Exposure C Mean Roof Height: 12 ft Approximate Building Dimensions 35ft x 40ft For door opening 3 ft wide x 6ft-8in high, design pressures are: Interior Zone 4: + 46.46 psf / - 50.40 psf Interior Zone: > 3.5 ft from the corners of the building. From ®daalgd at interior zone. g�c . �F9 \, 'E ch.d14j1h ase find calculation sheets. Except as expressly provided herein, no additional icv ions o affiilkiemilLs are intended. Should you have any questions please do not hesitate to contact our 55326 ' .. erely, ,c ',( '6'20 N A� Jorge A. Pomerantz, P.E. ING Consultants, Inc. FL PE # 55326 — Cert. Auth. # 27242 428 N.W. 70th Avenue, #135, Plantation, FL 33317, Phone: (954)394 -8521 Fax: (954) 583 -5197 ingconsultants@yahoo.com WINDO5 v1 -13 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: Company Name: Laurel Hemmings Description: 39 NW 100th Terrace Miami Shores , FI. 33150 User Input Data Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or I II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Gabled Kd (Directonality Factor) 0.85 Eave Height (Eht) 10.00 ft Ridge Height (RHt) 14.00 ft Mean Roof Height (Ht) 12.00 ft Width Perp. To Wind Dir (B 35.00 ft Width Paral. To Wind Dir (L 40.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.34 Flexible Structure No Calculated Parameters Importance Factor 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust Factor Category 1: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Gcpi Gust Factor Category 11: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft lzm Cc * (33/z) "0.167 0.2281 Partially Enclosed Buildings Lzm I *(zm /33) ^Epsilon 427.06 ft Q (11(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.9297 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8880 0.18 Gust Factor Summary G (Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.851 Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcoi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 1 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 3/12/2012 Page 2 WINDO5 v1 -13 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 3.5 =_> a 2 _ 2_ 1 2 - 3L__13. L__1 a a a Gabled Roof 7 < Theta < =45 3.50 ft Double Click on any data entry line to receive a help Screen Component Width (ft) Span (ft) Area (ft ^2) Zone GCp Wind Press (Ib /ft^2) Max Min Max Min front door 3 6.67 4 1.00 -1.10 46.46 -50.40 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 3/12/2012 Page 3 This property described as: Lots 13 and 14, Block 3 NAVARRO, according to the Plat thereof, as recorded in Plat Book 12, Page 59 of the Public Records of Dade County, Florida. 2s /44-70 Lin) ' /" PROPERTY OF: :Fie g ;,- �YV —. N.W. 100th Terrace Miami, Florida vnim nor VALID 1171 utort IRE SIl '4 rukE A.YD.rnE ORIt :t\AI. RAISED SEAL OF, i1.ONIDA 1JCEN.SED JI'ttt'Et 011 Ado SIAM 5 -14 -01 A BOUNDARY SURVEY I nereoy certify that the survey repre- sented hereon meets the minimum technical standards set forth by the Board of Land Surveyors in chapter 61G17.6 Florida Administrative Code pursuant to Section 472.027. Fla. Statutes. There are no encroachments. Overlaps. easements appearing on the Plat. other than as shown hereto. IL nrY. suarcvO* A1.0 LANNES AND (GARCIA. INC. !_U.a2119R :33150 ERNESTO E. ESPINOSA #2946• P.G. BATTLE #5753 Mitt. address: JS'1 :Ucatar.N•enur. ('ural Gables. Flurida 3J1J4 LW) 6b(- 'N19 1950 52J -86b3 FIELD DATE 9- 5 -98 SCALE /s- Zo. 17fled" Name, C °r ified To and 4Flood Information ...n. _�eii•o� 7t+-' (',rio ara A ,zrl #.%:f7 - 128329 jd so• 0 5.4:1) 0 l'2 / `l 3. 1 /¢ /5 . /_ d 2s /44-70 Lin) ' /" PROPERTY OF: :Fie g ;,- �YV —. N.W. 100th Terrace Miami, Florida vnim nor VALID 1171 utort IRE SIl '4 rukE A.YD.rnE ORIt :t\AI. RAISED SEAL OF, i1.ONIDA 1JCEN.SED JI'ttt'Et 011 Ado SIAM 5 -14 -01 A BOUNDARY SURVEY I nereoy certify that the survey repre- sented hereon meets the minimum technical standards set forth by the Board of Land Surveyors in chapter 61G17.6 Florida Administrative Code pursuant to Section 472.027. Fla. Statutes. There are no encroachments. Overlaps. easements appearing on the Plat. other than as shown hereto. IL nrY. suarcvO* A1.0 LANNES AND (GARCIA. INC. !_U.a2119R :33150 ERNESTO E. ESPINOSA #2946• P.G. BATTLE #5753 Mitt. address: JS'1 :Ucatar.N•enur. ('ural Gables. Flurida 3J1J4 LW) 6b(- 'N19 1950 52J -86b3 FIELD DATE 9- 5 -98 SCALE /s- Zo. 17fled" Name, C °r ified To and 4Flood Information ...n. _�eii•o� 7t+-' (',rio ara A ,zrl #.%:f7 - 128329 MIAMI DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) F.P.G. Wholesale, Inc. 7190 Coral Way Miami, FL 33155 SCOPE: • MIAMI—DADE COUNTY, FLORIDA METRO —DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA "33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.COV/buildingcode This NOA is being issued under the applicable rules and regulations. governing the use of construction nlaterials..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 Florida Building Code, including the High Velocity Hurricane Zone, DESCRIPTION: Series "Condoor Impact" 8'0" Outswing Glazed Wood French Door w /wo Sidelites APPROVAL DOCUMENT: Drawing No. W09 -29, titled "Series Out -Swing Wood Patio Door.(L.M.I.)`', sheets 1 through 8 of 8, dated 05/11/09 with revision "A" dated 06/30/10, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad., P: E., bearing the 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 Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI -DADE COUNTY APPROVED NOA No. 10-0503.02 Expiration Date: August 25, 2015 Approval Date: August 25, 2010 Page 1 F.P.G. Wholesale, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-29, titled "Series Out —Swing Wood Patio Door (L.M.I.) ", sheets 1 through 8 of 8, dated 05/11/09 with revision "A" dated 06/30/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 13. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked —up drawings and installation diagram of OS French door, prepared. by Hurricane Engineering and Testing, Inc., Test Reports No.'s HETI -09 2501, HETI- 08- 2119A, HETI- 08 -2119B and HETI -08- 2172, dated November 23, 2009 revised dated July 15, 2010, all signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC -2007, prepared by Al— Farooq Corporation, dated 12/14/09, signed and sealed by Javad Ahmad, P. E. Complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 0.8- 0709.04 issued to Glasslam N.G.I., Inc. for their "Safety -Plus II Laminated Glass" dated 09/11/08, expiring on 08/07/13. E. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC - 2007, dated December 10, 2009, signed and sealed by Javad Ahmad,.P. E. 2.. Laboratory compliance letter for Test Reports No.'s HETI -09 2501, HETI- 08- 2119A, HETI- 08 -2119B and HETI -08 -2172, issued by Hurricane Engineering and Testing, Inc., dated November 23, 2009 revised dated July 15, 2010, all signed and sealed by Candido F. Font, P. E. F. OTHERS 1. None. E -1 Jaime D. Gascon, P. Chief, Product Control Division NOA No. 10-0503.02 Expiration Date: August 25, 2015 Approval Date: August 25, 2010 FALSE MUNTINS MAY BE USED 6" MAX. HEAD /SILL BOLT LENGTHS 96" LEAF HT. = 42" LONG 84" LEAF HT. = 30" LONG 80" LEAF HT. = 26" LONG CONCEALED FLUSH BOLTS 6" MAX. 5" MAX. _ HEAD /SILL HEAD /SILL CORNERS t1 II 11 = -P—F 11 II II II II II II II II II 1I fI / II / ACTIVE it. K., \ \ ,, INACTIVE 0 CONCEALED FLUSH BOLTS 37 3/4" MAX. LEAF WIDTH FRAME WIDTH OUT - SWING WOOD PATIO DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. (n mw w �0 0 0 5" MAX. HEAD /SILL CORNERS TYPICAL ELEVATIONS THESE DOORS / SIDELITES ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. THE APPROVED PRODUCTS NOTED HEREIN ARE EXEMP" FROM PRESERVATIVE TREATMENT PER 2326.2.1 OF THE FLORIDA BUILDING CODE WHICH EXEMPTS WOOD SPECIES LISTED AS 'DURABLE'. THE SPECIFIC PRODUCTS HEREIN ARE EXEMPTEO W000. SPECIES BASED ON USDA LISTING AND MUST HAVE A SPECIFIC GRAVITY EQUAL TO OR HIGHER THAN THE REFERENCED SPECIES. LAM. INSUL. GLASS SOLID WOOD INSERTS LARGE MISSILE IMPACT Engr: JAVAD AHMAD CAI, FLA. � Fi�\ 592 ,C. N 538 Approved= lying Florida • ::.:.. 2 P t--'10,, COMP - ANL \W09 -29FPG ) �.I 1. 2 J 0 0 0 0 Q Q.. 0 0 co u) 0 in 0 CD L() C LI U L� 0 v 0 0 n 0 0 c ) 5 drawing no. W09 -29 sheet 1 of 8 3INIXLL'' LEAP (X) UK DOUBLE LEAP' (XX) DOORS DESIGN LOAD CAPACITY - PSF LEAF WIDTH FT. /IN. 2/0 2/6 3/0 LEAF HEIGHT FT. /IN. GLAZING TYPES 'A', 'B', 'C' OR '0' 8/0 EXT. ( +) 60.0 60.0 60.0 INT. ( -) 60.0 60.0 60.0 SILICONE BEAD DOW CORNING 995 3/16" TEMP. GLASS 0.10" INTERLAYER SAFETY -PLUS II BY 'GLASSLAM' 1/8" TEMP. GLASS 3/8° AIR SPACE 1/8" TEMP. GLASS 6D X 1 -3/4° LONG BRAD NAILS 1" FROM ENDS & 3" 0.C. MAX. cc O W X W GLAZING TYPE 'A' 1" OVERALL THICKNESS OYSEAM ACRYLIC 8 LEAF WIDTH SILICONE BEAD DOW CORNING 995 1/8 ° TEMP. GLASS 0.10" INTERLAYER SAFETY -PLUS II BY 'GLASSLAM' 3/16" TEMP. GLASS 3/8" AIR SPACE 1/8" TEMP. GLASS LEAF LEAF r WIDTH I WIDTH 1 t \ XX STATIONARY PANEL (0) OR DUUKS watt SIDKLLTLS 'DESIGN LOAD CAPACITY - PSF / / / .1 \ GLAZING TYPES WIDTH (W) LEAF HEIGHT 'A', 'B', 'C' OR 'D' FT. /IN. FT. /IN. EXT. ( +) INT. ( -) 2/0 (@ 60.0 60.0 2(6 8/0 60.0 60.0 3/0 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E 1300 -04. (3 SEC. GUSTS) . AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 5 1 6D X 1 -3/4" LONG BRAD NAILS 1" FROM ENDS & 3" 0.C. MAX. M) GLAZING TYPE 'B' 1" OVERALL. THICKNESS OYSEAM ACRYLIC SILICONE BEAD DOW CORNING 995 1/8" TEMP. GLASS 0.10" INTERLAYER SAFETY -PLUS .11 BY 'GLASSLAM' 1/8" TEMP. GLASS 3/8" AIR SPACE 1/8" TEMP. GLASS z 6D X 1 -3/4" LONG BRAD NAILS 1" FROM ENDS & 3° 0.C. MAX. ir W 1— x W GLAZING TYPE 'C' 1" OVERALL THICKNESS GLAZING OPTIONS OYSEAM ACRYLIC MAX. AREA OF GLASS TYPES 'A' OR 'B' 13.0 SQ. FT. MAX. AREA OF GLASS TYPE 'C' 10.4 SQ. FT. MAX. AREA OF WOOD INSET 13.0 SQ. FT. DECORATIVE MOLDING OPTIONAL S w 2 WITH WI . W2 W1 W2 W1 / / / .1 \ \ \ / '1 / / \ \f I W1 W2 W1 1- 11/16° THK. INSERT SOLID WOOD OR LAMINATED WOOD W1 W2 W1 / / 4 / / \ \f I \ 1- 11/16° THK. INSERT SOLID WOOD OR LAMINATED WOOD W1 W2 W1 W1 . W2 / / 4 e / \ \. (@ I � W1 . W2 WIDTH (W) = W1 + W2 (FOR DOORS WITH SIDELITES) 2 6D X 1 -3/4" LONG BRAD NAILS 1" FROM ENDS & 3" 0.C. MAX. GLAZING TYPE 'D' WOOD INSET OPTION NE CORNING 995 GLAZING TYPES 'A'. 'B' OR 'C' 6D X 1 -3/4° LONG 'BRAD NAILS 1" FROM ENDS & 3" 0.C. MAX. z cr 0 W X W GLASS WITHIN WOOD INSET OPTION Engr: JAVAD AHMAD CIVIL FLA. PE 11 70%2 C.A.N. 3i Approved as complying with @ice per`' 2 I i�� tvli ltTi By 0 U. 0 rn rn 0. 2 0 U c •-• to c O N .; 0 0 c O o. U .O z s 0 0 0 0 m a 13 C .0 O 0 0 0 0 O ) 0 a ) drawing no. W09 -29 (sheet 2 of 8 / \ (@ I � \ / • WIDTH (W) = W1 + W2 (FOR DOORS WITH SIDELITES) 2 6D X 1 -3/4" LONG BRAD NAILS 1" FROM ENDS & 3" 0.C. MAX. GLAZING TYPE 'D' WOOD INSET OPTION NE CORNING 995 GLAZING TYPES 'A'. 'B' OR 'C' 6D X 1 -3/4° LONG 'BRAD NAILS 1" FROM ENDS & 3" 0.C. MAX. z cr 0 W X W GLASS WITHIN WOOD INSET OPTION Engr: JAVAD AHMAD CIVIL FLA. PE 11 70%2 C.A.N. 3i Approved as complying with @ice per`' 2 I i�� tvli ltTi By 0 U. 0 rn rn 0. 2 0 U c •-• to c O N .; 0 0 c O o. U .O z s 0 0 0 0 m a 13 C .0 O 0 0 0 0 O ) 0 a ) drawing no. W09 -29 (sheet 2 of 8 0 a '0 LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOLID WOOD INSERTS ARE ALSO ALLOWED. MINIMUM DIMENSIONS: TOP AND BOTTOM RAILS 5 -1 /2" LOCK AND HINGE STILES 5 -1 /2" INTERMEDIATE STILES 5 -1 /2" LEAF WIDTH SEE SHEET 2 FOR MAX. AREA OF GLASS, WOOD INSERTS AND DESIGN LOAD CAPACITY. LEAF WIDTH LEAF WIDTH Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 o cv 0 LO r) 0 0 J L_ FAX (305) 261 -6540 Approved as ring with tb 1F�ete oaida B k6/20 IC) D NOA#' ' 03. ®,� Miami ?�r c ProductControl Di $Y c 0 0 co 0 U O 2 .0 c .5 0 a 0 0 O 0 c 0 0 v D a ( drawing no. W09 -29 sheet 3 of 8 BDU SUPPORT AT HEAD /SILL ALUM STRAP BRACKET. FASTENED WITH (2) #8 X 1-1/4" SMS ALUM STRIKE PLATE EMBEDED IN WOOD W x 0 TYPICAL ANCHORS SEE ELEV. FOR . SPACING SURFACE BOLTS SEE SHEET 1 a P ° ° v TYPICAL ANCHORS SEE ELEV. FOR SPACING ° T1 P', AT IO TTIS TTT� 0O0R HEIGHT POLYURETHANE GLUE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY WOOD BUCK TYPICAL ANCHOR SEE ELEV. FOR SPACING Y W U TYPICAL ANCHORS SEE ELEV. FOR SPACING O 0 #8 X 2° FH SMS AT 3 -1/2" FROM ENDS AND 15" 0.C. MAX. #8 X 2" FH SMS AT 3-1/2" FROM ENDS AND 15" 0.C. MAX. ° ° v POLYURETHANE GLUE C,Tfl TT Tmr TT'nTTTG' PICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA • TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.G. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY rITW. (Fu =120 KSI, Fy =92 KSI) 1/4" DIA. ULTRACON BY ,E CO' (Fu= 177 KSI, Fy =155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS 0 SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") INTO METAL STRUCTURES STEEL 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE ' PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO W000 STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PS1 MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 CAN .3535 s Approved as complyins riitiTa tbs Date H NOAfi + .� • ®Z z O F < 2 ®: t. Ow 0. o c. Q o' ros, E 0 Q W � 0No< Q Wsi2 FAX. (305) 282 -6978 0 et COMP- ANL \W09- 29FPG) 7 J tr 0 0 0 0 0 0 0 ca Z N • 0 c 0 0 m 0) v 0) W 2 0 U U o a 0 c 0 5 v o 0 v dole: 05 -11 -09 0 a 0 a dr. by: HAMID drawing no. W09 -29 1 A ..c o 1/PICAL ANCHORS \\/ SEE ELEV. FOR SPACING 60 X 1-3/4" LONG BRAD NAILS AT 12° O.C. MAX. ACTIVE LEAF #8 X 2" FH WOOD SCREWS IN PAIRS ( 1 0) AT EACH END AT 3/8" FROM ENDS AND 2" O.C. MAX. INACTIVE LEAF 0,1 IZ 2 0 0 5 1/2" MIN. D.L. OPG. #8 X 2" FH WOOD SCREWS AT 15-3/4" FROM ENDS AND 8" O.C. MAX. ID INSET WIDTH . LEAF WIDTH EXTERIOR LEAF WIDTH 1 /4" MAX. SHIM rriPCIL ANCHORS SEE ELEV. FIR SPACING FRAME WIDTH INACTIVE LEAF 1 BY WOOD BUCK • ° 0 2t tn -6 0 Engr: JAVAD AHMAD FLA.O.CiL 7059 2 . 3539 Approved as compiying with the Florida B /YeeV I.! OM / 1 63 Divi By at 0 Oi 0 1:7 • 2 0 0 0 0 0 0 0. 10C 0 0 ID 0 .0 u drawing no. W09-29 29? WOOD BUCK v TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 #8 X 2" FH SMS AT 5-3/4" FROM ENDS AND 14-1/4° O.C. MAX. 1/4" X 2-1/4" ITW TAPCONS AT 3" FROM ENDS AND 12" 0.C. MAX. 3-1/2" X 1/8" ALUM PLATE FULL LENGTH #8 X 3/4" FH SMS IN PAIRS AT 1" FROM ENDS & 10-1/2" O.C. D.L OPG. 1/4" MAX. SHIM FRAME WIDTH LEAF WIDTH SILICONE DOW CORNING 795 . Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 3538 9 ecgRA34/18iw4th th6 ak7i 5. 02 control z 0 r: 6 •t • c. O w a. re O t; o 1.; a" ct o E CC stt 14. 1 to < 4 6 g s FAX. (305) 262 -6978 0 L. C■I 0 a. 2 0 0 2 o° 0 0 0 z tn rs esi ‘.477, "5 •:2 0 to 0 0 drawing no. W09-29 (sheet 6. of 8 .5. 50' 5.250 - 3.140 1.250 1.750 FRAME HEAD /JAMB 12 5.500 r'750 . - I' -d L-.492 4.713 TOP & BOTTOM RAIL HI 1N6E & LOCK STILE /SIDELITE STILE 5.500 r=• -1.750 .492 ALTERNATE ALTERNATE TOP & BOTTOM RAIL HINGE & LOCK STILE /SIDELITE STILE 3.925 -2 5.500 °I T INTERMEDIATE STILE GLAZING BEAD - 11.000r 2.500 ASTRAGAL 1.750 1.309 .375 1.509 L.250 ASTRAGAL INT. COVER x.276 - 1.000 t D ASTRAGAL EXT. COVER ITEM # PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 - 3/ DOOR FRAME HEAD /JAMB WOOD - 2 - AS REQD. TOP & BOTTOM RAIL /HINGE & LOCK STILE/SIDEUTE STILE WOOD - 3 - AS REQD. ALTERNATE TOP & BOTTOM RAIL /HINGE & LOCK STILE /SIDELITE STILE WOOD - 4 - . 1 SILL COVER ALUMINUM - 5 - 1 SILL FILLER WOOD - 6 - 1 FRAME SILL WOOD - 7 - AS REQD. GLAZING BEAD WOOD - 8 - 1 ASTRAGAL PLYWOOD AB MARINE •GRADE 13 PLY 9 - 1 • ASTRAGAL INTERIOR COVER WOOD - 10 - - ASTRAGAL EXTERIOR COVER WOOD - 12 - AS REQD. INTERMEDIATE STILE WOOD - 13 S44 4/ LEAF HINGE STEEL OR ST /ST DELTANA 14 #10 X 3" 13/ CORNER FRAME ASSEMBLY SCREWS. FLAT HEAD - - 15 0E80650 AS REQD. FRAME WEATHERSTRIPPING 0 -LON PVC SCHLEGEL HINGE .13" THK. STEEL HINGE INSTALLATION SCREW$ TO PANEL: (4) #12 X 1-1/4" FH SMS TO FRAME: (2) #12 X 3/4" FH SMS IN INNER HOLES (2) 1/4" X 2 -1/4° FH TAPCON IN OUTER HOLES .200 1.600 .900 _I} 1.600 -1 .295 1-7 2.400 WOOD OPTIONS 1— 'SOUTHERN CHERRY 2— ANDEAN WALNUT 3.— TROPICAL WALNUT 4— WHITE OAK 5— YESQUERO SPECIFIC GRAVITY = 0.50 MIN. (E= 1,400,000) GRADE = 2 MIN. MOISTURE CONTENT = 12% MAX. SEALANT: FRAME & PANEL CORNERS SEALED WITH DUROLOK CM902 SEALANT. FRAME AND PANEL CLADDING GLUED WITH TECHNOBOND L560S. HINGES: 4" X 4" X .130" THK. HINGE 4 PER LEAF AT 9 -3/4" FROM EACH END AND 25 -1/2" 0.C. MAX. LOCKS: CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILE KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERLOR PASSAGE LOCK AT 36" FROM BOTTOM, DEAD BOLT AT 42" FROM BOTTOM OPTION 1 = EMTEK CORTINA KEYED ENTRY DOOR LEVERSET OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOBSET OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVERSET MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND BOTTOM OF ACTIVE LEAF. (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) MANUALLY OPERATED CONCEALED FLUSH BOLTS 283D BY HAGER OR FPG WITH 5/8" THROW AT TOP & BOTTOM OF INACTIVE LEAF. Engr. JAVA!) AHMAD CIVIL FLA PE #70592 C.A.N. 3538 COMP — ANL \W09- 29FPG] tr 0 O 0 O I-= 0 0 0 z N D O FAX (305) 261 -6540 CO rn N N CD co N 0 e•1 c 0 a 0 v o >. c 0 y m 0 V 0 0 0 0 La 0 0 V a m dr. by: HAMID drawing no. 1 W09-29 5" X.5/8" WOOD DOWEL FRAME TOP CORNER INTERMEDIATE CORNER FRAME BOTTOM CORNER 5" X 5/8" WOOD DOWEL Z h O Z 01 H 6 w Q N Lo o O • w O. 015 a v0 co 0)'owco o 0 aao i O4;Ex Q w ii (y u. ZN -aoi J o m 5 .. . Wg2 PANEL TOP CORNER 5" X 5/8" WOOD DOWEL Approved EIS complying with the NOA 03. Miami l., .tip ' .. K coma Y! 1 By PANEL BOTTOM CORNER OUT -SWING WOOD PATIO DOOR (L.M.I.) l'J I 0_ LL O) N 0) 0 J CL 2 0 0 N C O m _> a) C O a m 'O o T N D a 0 0 to 0 scale: 3/8" a 1" 0 2 D 9 .0 drawing no. [W09-29 (sheet 8 of 8 ) P L.' 2 M ri T #: APPROVED BY DATE .70NIN3 DEFT BLDG DEPT T'Vot9.4.1 W1TH ALL FEDERAL RULES AND REGULATIONS SUBJECT (0 COMPLIANCE STATE AND eGUNlIf