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WS-10-732
V 1 1 I 0 Miami Shores Village i�a=,rr, Department '- APP% 2 . N too � �c LH Building p �� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 iV `� Tel: (305) 795.2204 Fax: (305) 756.8972 1 Y. INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit N N. i fl —" I aR • PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING R OOFING (Fee Simple Titleholder asa 1 Owner's Name f i' t e. Lc 9 ?Zo � P ) Phone # � 6r — �/ ' Owner's Address / 2 92 / 7 /C y --- .., y City /' f /''Y I r.-(State F2^. Zip 33138 Tenant/Lessee Name Phone # Email Job Address (where the work is being done) Submittal Fee $ � Permit Fee $ Contractor's Company Name #0rife t 2 LCZ E to c-(' City Miami Shores Village County Miami -Dade Zip 3 t FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Address _ ' C to F' Phone # Phone # Architect/Engineer's Name (if applicable) Phone # City State Zip Qualifier Name State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail Value of Work For this Permit $ 1, 2 0 -oo Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New Repair/Replace ❑ Demolition Describe W 9 ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Fe es**** ** * * * * * * * ** * * * ** * * * * * * * * * * * * * * * ** ** * * * * //O CCF $ 1 • 90 CO /CC $ Notary $ Training/Education Fee $ 0 'to Technology Fee $ 1'00 O Scanning $ (p • ( Radon $ DPBR $ Bond $ / /e) Violation date: Structural Review. $ Total Fee Now Due $ p . n 0 See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S 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 approved and a reinspection fee will be charged. Signatur- j ` Signature Owner or / ent Contractor The fore II g ' ' trument was ac owledged befo me this The foregoing instrument was acknowledged before me this day of i∎ , 20 )Oby Jl /o� YiCAO day of , 20 _, by NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Zoning Engineer Clerk checked Permit No: 10- 7.rok Job Name Cam, , 2010 Building Critique Sheet 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 c) _- {eade zi_ > 4 z.2 eAre d ern. 7 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 - 795 -2204 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNED UILDER,DISCLOSURE STATEMENT NAME: DATE: 2 e r� AD d 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 as 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 responsible 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 numbers on permits and contracts. �� Initial rl :4% 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or 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 built or substantially improved it for sale or lease, which violates the exemption. Initial -=cJ' Initial 4 - 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial BY1 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 properly. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 4 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses 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 compensation 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 applicable 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. 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 htta:// www. mvfloridalicense .com/dbpdaro/cilbrndex.html 11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial` 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the inform that I have provided on this disclosure. 4 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 9g day of Produced there License or OWN Initial W who was personally known to me or who has as identification. NOTARY Initial ■Q ' July 17, 2009 Dear Building Official: 0204.06. Sincerely, 1E0M317M JUL 1 71009 D Mr. Norman Bruhn, Building Official Miami Shores Village, Building Department 10050 NE 2 Avenue. Miami Shores, Florida 33138 Re: Windows and Door Replacement Project Address: 1242 NE 104 Street. Miami Shores, Florida 33138. Permit Number: 091120 I calculated the wind pressures based on ASCE- 7 -05 in order to analyze the wind loads at the windows and doors that are being replaced. The following are values that I obtained with my calculations: Zone 4: + 49.26 pounds /ft and — 53.43 pounds /ft Zone 5: + 49.26 pounds /ft and — 65.96 pounds /ft We have indicated in the attached sheets the locations of the windows 'dnd' doors,. drid ' • also w e prepared a chart with the NOA's of the products selected tTa Th G ., following product approval numbers: NOA: 08- 0331.06; NOA: 06- 0214.0 NO j08. • • . . The windows and doors selected with the NOA's mentioned above • • tt $ wind pressures than the calculated for both zones 4 and 5. This inform tiohl with the manufacturer and it is shown in the NOA's. :C,,,r• • F <, ,,,. y If you have any questions or need additional information, please do not hesitate to contact me. By: v U P Tomas Erna ez, PE i Professional Engineer # 62469 5 .- a ooi Tomas E. Hernandez, P.E # 62469 1102 West Cypress Drive. Pompano Beach, FL 33069 (754) 235 -6217 tomaz.hernandez @gmaiLcom Tomas E. Hernandez, P.E Professional Engineer # 62469 • • .••. • • • • • • R _ '.rill Shni es e!lI' °, APPROvED _ I ZONING DEP BLDG DEPT 1 C- 7 67z0 • •. SUBJECT 'CO COMPLIANCE WITH ALL FEE T STATE AND C;C,UN - , - Y II I; • APPROVED BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS -1l Ca r..iiCJ vHage Notes: 4 1 Calcula i • is r d using the analytical procedure in strict accordance with ASCE 7 -05, 2 u= ; E A en � o esigned for maximum positive and negative pressures. ontal dimension, a, shall not be less than 3 ft. 0 4, f PE 4, 4 pC e 6zy6p el- 0 l - wool • • • • • • • • • I Josepth E. Aparicio. 1224 NE 104 Street. Miami Shores, FL 33138 I Wind Load Calculations 7.01.2009 Building Category II Exposure Zone C Wind Velocity, V (mph) 146 Mean Roof Height, h (ft) 20.00 Velocity Pressure Exposure Coefficient, K 0.90 • • Topographic Factor, K 1.00 Wind Directionality Factor, Kd 0.85 Importance Factor, I 1.00 Velocity Pressure, q (Ib /ft 41.75 Design • • •• • •••• • •••• • Wind Pressure • • Wall Elevation Components and Cladding • • "••••: • Loads Positive Negative...' Zone 4 5 4 .s•••• External Pressure Coefficients, GC 1.00 1.00 -1.10 ' -1.40 • ' •• ;Q!18j • •••• -65.96 ...... Internal Pressure Coefficient, GCpi 0.18 0.18 -0.18 Wall Design Pressure, (Ib /ft 49.26 49.26 -53.43 Roof Plan and Wall Elevation 10% of least horizontal dimension, a (ft.) TBD Mean roof height, h (ft.) 20.00 Angle of plane of roof from horizontal, F ( °) 0 APPROVED BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS -1l Ca r..iiCJ vHage Notes: 4 1 Calcula i • is r d using the analytical procedure in strict accordance with ASCE 7 -05, 2 u= ; E A en � o esigned for maximum positive and negative pressures. ontal dimension, a, shall not be less than 3 ft. 0 4, f PE 4, 4 pC e 6zy6p el- 0 l - wool • • • • • • • • • L0 z 0 N f 1242 NE 104 ST Miami Shores Fl HIGH ZONE 5 ZONE 5 PLAN VIEW E 148x 30" ONE STORY CBS Double TEiing HIGH IMPACT WINDOW : The Wmndows:and Wind have approved NOA's TOMS E HERNANDEZ 4, • -.101111■111....■ ZONE 5 • • • • • • .) • • • • • • s • • • • • • • • • • • • • • • Date ,0, •• Damn bif Chocked by Amar, hernandez ZONE 5 • • • • • • • • • • • • • • • • • IP .1 IP • • • • • • • • • • • • • • I • • • • pressure and • 111 0 N • • • • • • • • • • • • • • • • • • • • • • • • • Scale 1/8" = • • • 1 • • • • Search Results - Applications FL# T .e Man facturer iValidated BV Status FL10537 New erma -Tru Corporation FL#: FL10537.1 Model: a. "FiberClassic ", "SmoothStar ", "ClassicCraft" or "ClassicCraft Rustic" Description: 6'8 "Impact" Opaque Fiberglass Single Door - (X) Inswing or Outswing Configuration Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Ryan J. King, P.E. (813) 787- 8283 Approved . Florida Building Code Online N n. 1 E;C E7 BCIS Home 1 Log In 1 User Registration ( Hot Topics 1 Submit Surcharge 1 State & Facts 1 Publications FBC Staff BCIS Site Map 1 links 1 Search Product Approval USER: Public User Product Aooro I Menu > Product or Aoolication Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other 2007 ALL ALL ALL ALL ALL ALL ALL ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 @ 2000 -2010 The State of Florida. All rights reserved. Privacv Statement I Coovriaht Statement i Accessibility Statement 1 Zug Software 1 Customer Service Survey 1 Contact Us Product Approval Accepts: PERMIT #: Miami Shores Village Page 1 of 1 Refine Search 10537.1 ALL ALL ALL ALL ALL ALL ALL APPROVED ZONING DEPT BLDG DEPT DATE SUBJECT TO CCMPUANCE WITH ALL FEDERAL STATE AND CCUN IY MULES AND REGULATIONS 5/5/2010 Florida Building Code Online c =a ir? Category Subcategory BCIS Home I Log In 1 User Registration 1 Hot Topics 1 Submit Surcharge 1 Stats & Facts 1 Publications I FBC Staff 1 XIS Site Map ( Links 1 Search Product Approval USER: Public User Product Approval Meng > product or Application Search > pnollcation List > Application Mall FL # FL10537 Application Type New Code Version 2007 Application Status Approved Comments Archived 1 Product Manufacturer Therma -Tru Corporation Address /Phone /Email Authorized Signature Steve Jasperson saasperson@tttechnoiogies.us Technical Representative Address /Phone /Email Quality Assurance Representative / Address /Phone /Emall � Compliance Method Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By Ryan J. King, P.E. E Validation Checklist - Hardcopy Received Certificate of Independence FL10537 RO COI CERT of INDEPENDENCE.adf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 118 Industrial Drive Edgerton, OH 43517 (419) 298 -1740 sjasperson @tttechnologies.us Exterior Doors Swinging Exterior Door Assemblies Standard ASTM E1300 ASTM E1300 TAS 201, 202, 203 Page 1 of 3 CO Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E Evaluation Report - Hardcopy Received Year 2004 2002 1994 httii://wWw.floridabnilding.org/pr/pr app dtl. aspx? param =wGEVXQwtDgtfYBJ2 %2fM716... 5/5/2010 Summary of Products FL * Model, Number or Name Description 10537.1 a. "FiberClassic ", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Single Door - (X) Inswing or Outswing Configuration Limits of Use / Approved for use hi HVHZ: Yes- Approved for use outsld'HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10537.1 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation instructions. Installation Instructions FL10537 RO II INST 10537.1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 RO AE EVAL 10537.1.odf Created by Independent Third Party: Yes 10537.2 b. "FlberClassic ", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite - (OX or XO) Inswing or Outswing Configuration Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10537.2 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation instructions. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions FL10537 RO II INST 10537.2.odf Verlfled By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 RO AE EVAL 10537.2.odf Created by Independent Third Party: Yes 10537.3 c. "FiberClassic ", "SmoothStar ", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites - (OXO) Inswing or Outswing Configuration Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10537.3 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions FL10537 RO II INST 10537.3.odf Verlfled By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 RO AE EVAL 10537.3.odf Created by Independent Third Party: Yes 10537.4 d. "FlberClassic ", "SmoothStar ", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Double Door - (XX) Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10537.4 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. Installation Instructions FL10537 RO II INST 10537.4.odf Verlfled By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 RO AE EVAL 10537.4.odf Created by Independent Third Party: Yes 10537.5 e. "FlberClassic ", "SmoothStar ", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites - (OXXO) Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10537.5 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation Instructions. (Note - ASTM Installation Instructions FL10537 RO II INST 10537.5.odf Verlfled By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 RO AE EVAL 10537.5.pdf Created by Independent Third Party: Yes 'Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 02/23/2009 05/11/2009 05/16/2009 06/09/2009 Page 2 of 3 http://www.florid • Florida Building Code Online _1E1300702 utilized for areasJnside theJIVHZ) - I Back Department of Community Affairs Florida 8ulidGrg Code Online Codes and Standards 2555 5humard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy Statement I Coovrtaht Statement I AcceSSibliity Statement 1 Plua -in Software I Customer Service Survey I Contact Lk Product Approval Accepts: IM Next //www flondaliuilding org/prlpr app dtl aspx?pazam= wGEVX0wPgtlYB72 %2flV1 > .?- wcvr<a>: � . cx. in- a*• a... �• o<- t�r .�+:•.�ay.rW.r.•.•^t�ame`-.�.'v .t .;_-. Yta . _ sc-+ rs.s�To-,; war-- sar,.rw-.� Page 3 of 3 R , R W Building Consultants, Inc. vv B Consulting and Engineering Services for the Building Industry P.O. Box 230 Vairico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida. Board of Professional Engineers Certificate ofAuthorization No. 9813 Report No.: FL-10537.1 Date: March 23, 2009 Product Category: Exterior Doors Product sub-category: Swinging Exterior Door Assemblies Product Name: Smooth Star, Fiber Classic, Classic Craft & Classic Craft Rustic Fiberglass Door Inswing Outswing "Impact" Manufacturer: Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 9B- 72.070, Method Id of the State of Florida Product Approval, Department of Community Affairs- Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition). See Drawing No. FL-10537.1 prepared by R W Building Consultants, inc. and signed and sealed by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters. PF 1454 Sheet 1 of 3 Product Evaluation Report Then= Tru Corporation 118 Industrial Dr. Edgerton, OH 43517 Phone 419.298.1740 Lyndon F. Schmidt, P.E. F1, No. 43409 Mach 23, 2009 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "FIVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, authoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 10537.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using threshold item #4 meet water infiltration requirements for "Zn 8. Inswing configurations and outswing configurations using threshold item ##5 do not meet the water infiltration requirements for the "HVHZ" and shall be installed only in non- habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees." PF 1454 9. See drawing FL- 10537.1 for size and design pressure limitations. Lyndon F. Schmidt, P.E. FL No. 43409 March 23, 2009 sheet2•of 3 Suppori Documents A Drawing 1, Drawing No. FL-10537.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Lyndon F. Schmidt, P.E, B Tests 1. Materials (Fiberglass door skins by Therma Tru) approval number NOA 06-0406.11 issued by Miami-Dade BCCO. Materials (Polyurethane foam core) testing per ASTM E84-00a (ASTM E84-00 is equivalent to ASTM E,84-04 referenced in the 2007 FBC as evidenced by the cornpari5On evaluation report EQ-E84-00-04 signed and sealed by Lyndon F. Schmidt, P.E.) as performed by Omega Point Laboratories and reported in test report 15427-107362, signed by William E. fitch, 3. Materials (Polyurethane foam core) testing per ASTM D129-96(2000)el as performed by Architectural Testing, inc. and reported in test report AT1 67508.01-106-18, signed by Joseph A. Reed, RE. 4. Testing per TAS 201-94, 202-94 & TAS 203-94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 06-1031-1, signed by Wendell W. Haney, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report TEL 06-1031- 1. Additional product anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that 'Therm Tru Corporation is manufacturing products within a quality assurance program that complies with ISOIIEC 17020 and Guide 53. .PF 1454 Lyndon F. Schmidt; P.E. FL No. 43409 March 23, 2009 Sheet 3 .of 3 1HERMA I1RU® THERMA TRU DOORS 1 1a INDUSTRIAL DR., EDOERTDN.: O H 43517 SMOOTH STAR, FIBER CLASSIC CLASSIC CRAFT & CLASSIC CRAFT RUSTIC FIBERGLASS DOOR INSWING / OUTSWING "IMPACT" GENERAL NOTES 1. Tits product has been evaluated and Is in compliance with the 2007 Florida Budding Code (FBC) structural requirements including the °High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shad be as listed and spaced as shown on details. Anchor embedment to base material shad be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product compiles with section 1626 of the Florida Budding Code and does not require an impact resistant covering. 4. When used In areas outside of the "HVHr requiring wind borne debris protection this product complies with Section 1609.12 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "n" and includes Wind Zone 4 as defined in ASTM E199& 5. For 2xstud framing construction, anchoring of these units shad be the same as that shown for 2x buck masonry construction. 6. Site - condition that deviate from -the details of this drawing require further engineering analysis by a licensed engineeror registered architect. 7. Outswlng configurations using threshold item #4ineet water infiltration requirements for "HVHr. 8. Inswing configurations and outswing configurations using threshold item #5 do not meet the wafertnfltration.requirements for the and shad be installed only In non - habitable areas or athabffablelocations protected Wan overhang or canopy such that the angle between the edge of Canopy or overhang to-till is less than 45 degrees." TABLE Of CONRNIS SHEET 2 4 6 8 9 10 D CRIPBON Typical elevations, design pressures & general notes Door panel details (Smooth Star) Door panel details (Classic Craft) Door panel details (Classic Craft Rustic) Door panel details (fiber Classic) Horizontal cross sections Vertical cross secflons Buck and frame anchoring -2X buck masonry construction Frame anchoring -1X buck masonry construction Bid of materials & components 37.75" MAX. OVERALL FRAME WIDTH 35.93" MAX. PANG. WIDTH — 1 0 0 CLASSIC CRAFL CLASSIC CRAFT RUSTIC FIBER CLASSIC INSWING OUTSWING INSWING OUTSWING INSWING OUTSWING 37.75" x 82.25" 37.75' x 8035" 37.75" x 82.25" 37.75" x 80.75" 37.75' x 82.25" 37.75" x 8035" +100.0 +100.0 +90.0 +90.0 +75.0 +80.0 -100.0 -100.0 -90.0 -90.0 -75.0 -80.0 0 MS 2/24/09 SCALEt M.T.S. ww, Be AL arc. erg LFS uanwaro I%1 FL- 10537. b — e L I D L DETAIL A -A 40 O DOOR PANEL Smooth star 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000 0 0000 O 00000 0 0000000 00000000 0000000 00000000 o� •oa DETAIL A -A Panel reinforcement 28.86% OPEN AREA MAX. O HORIZONTAL CROSS SECTION 2 TOP RAIL J O HINGE STILE EXTERIOR INTERIOR 4.10" O LOCK STILE 1.53° -0-I O BOTTOM RAIL EXTERIOR INTERIOR 22 VERTICAL CROSS SECTION 2 ij 4 a §u 0 2/24/09 SCAM N.T.S. DWG. BY CHM BY: ;. DRAWING NO.: FL- 10537.1 sir 2 ,or 10 m Et • ❑ L D D ETAIL ' A -A DOOR PANEL 50 Classic craft 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000 0 00000 0 0000 0 0000000 00000000 0000000 00000000 r• DETAIL A -A Panel reinforcement TYP. 4 CORNERS OF PANEL 00 ' y 28.86% OPEN AREA MAX. 0.34" lO HORIZONTAL CROSS SECTION 3 1.49° ct T TOP IL r _1.44. 1 O HINGE STILE EXTERIOR INTERIOR 0 m 4.06 O LOCK STILE 55 BOTTOM RAIL 0.32° EXTERIOR INTERIOR T VERTICAL CROSS SECTION zz rn z 0 0) DATE: 2/24/09 MOM N.T.S. OM. BY: cwc. BO IFS DRAWING NO.q FL 10537.1 SHEET 3 of 10 DETAIL A -A O DOOR PANEL Classic craft nrslic 0 0 0 00000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000 00000 000090 000000 0000000 DETAIL A -A Panel reinforcement TYP.4 CORNERS OF PANEL 00 r o 44 28.86% OPEN AREA MAX. EXTERIOR INTERIOR O HORIZONTAL CROSS SECTION 4 1.49° �{ BOTTOM RAIL 4.O5° 0 ! !iFiIIIII iIlil ItL1 1 33 LOCK 8 HINGE STILE r 1.43 . 1 TOP RAIL EXTERIOR INTERIOR C) VERTICAL CROSS SECTION 0 q$ Drum 2/24/09 sw.E• N.T.S. Dwo. VD AL Disc BY: LFS DRAWING rm.: FL- 10537.1 s¢Er 4 OF 10 111 D D ETAIL A -A 60 DOOR PANEL Aber classic 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 000000 0000 0 00000 0 0000000 00000000 0000000 00000000 DETAIL A -A Panel reinforcement 0 4,4 28.86% OPEN AREA MAX. 0 HORIZONTAL CROSS SECTION 5 x.53" ►{� r jL TOP RAIL O HINGES RE EXTERIOR INTERIOR 1 INgiII�IMIN�� 4.1M O LOCK S11LE r -1.53" —►I I 65 BOTTOM RAIL EXTERIOR INTERIOR C) VERTICAL CROSS SECTION 0 a7 z 0 rn Wm: 2/24/09 sum N.T.S. bWS. re: AL anc. ae ;LFS Dweaa sue FL- 10 SHEET 5 Of 10 1-1/4' MIN. EMB. (TYP.) 0 0 1 4 I 11111` :I; , 00 0.0 a" 4 ° 6 HORIZONTAL CROSS SECTION Outswing shown - inswing also approved 0.15° CSINK I (Tr.) INTERIOR EXTERIOR INTERIOR EXTERIOR 0 0 00 16, m WIN 00 m00 0 1 -1/4" MIN. EMB. (TYP.) c HORIZONTAL CROSS SECTION Shown w/1 X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC INTERIOR EXTERIOR O 0 0.15° CSINK 00 0 MU I I I Ilium ° HORIZONTAL CROSS SECTION Outswing shown - inswing also approved 1-1/4" MIN. EMB. (TYP.) g 1 m O Z z 0 oT: 2/24/09 WALE. N.T.S. DWG. WA as Wn : LFS mwrmm ? FL- 10537.1 MEET 6 OF J EXTERIOR .INTERIOR O 7 VERTICAL CROSS SECTION Out inp shown - inswing to z a: EXTERIOR INTERIOR () VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHZ° water infiltration requirements EXTERIOR INTERIOR () VERTICAL CROSS SECTION Shown w/1 X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC INTERIOR EXTERIOR 1111) A CI � m j mom EXTERIOR INTERIOR INTERIOR EXTERIOR 33 VERTICAL CROSS SECTION 7 Outswing configuration see general noes, sheet 1 for °HVHZ" water infiltration requirements 55 VERTICAL CROSS SECTION ED VERTICAL CROSS SECTION 7 Inswing configuration Outswing configuration see general notes, sheet 1 see general notes, sheet 1 for °HVHZ" water infiltration for "HVHZ" water infiltration requirements requirements O Z Dint 2/24/09 smE. N.T.S. DWG. er: AL aac sY: LFS DRAWING NO FL - 1 0537.1 slekr 7 OF 10 MASONRY MASONRY OPENING OPENING BUCK ANCHORING DP <= 80 psf BUCK ANCHORING HINGE JAMB 80< DP <= 100 psi CONCRETE ANCHOR NOTES: 1.' Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2. Concrete screw locations; at the corners may be adjusted to maintain the minimum edge distance to mortar joints. H concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 3. Concrete anchor table: 1/4" 1/4" tiEMIffELlit4a>±Flf i >:< ........ ............................. ........... ............................ 1 -1/4° 1.1/4" 2 -1/2" 1" 3" STRIKE JAMB LATCH & DEADBOLT DETAIL 0 Rg g 5 c re 0 z z 0 e 2/24/09 M31". N)T.S. MM US AL oar. er LFS DRAWD+D N04 FL- 10537.1 stir 8 or 10 t HOR l li �4itlrFiEliE:z: S MINIMUM E Mf1EDMEl�11 AilflV/i4 UM CLEARANC O MASONRY EDGE MIN ujUM CLEARANCE ADJACENT A1iICHt?R 1/4 1.1/4 2 3 " 1/4" 1.1/4" 1" 4" HINGE JAMB MASONRY OPENING FRAME ANCHORING Masonry IX buck construction CONCRETE ANCHOR NOTES: i; Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locutions noted as MAX. ON CENTER' must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension Is not exceeded. 3. Concrete anchor table: STRIKE JAMB LATCH 8 DEADBOLT DETAIL HINGE DETAIL �m a a 0 z z 0 rn oar 2/24/09 SCAM N. T.S. oao ae AL aac Bw LFS mmeamm FL- 10537.1 a¢Er 9 or BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1X BUCK SG 0.55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - B 2X BUCK SG 0.55 WOOD 31 DOOR SKIN 0.095" THK. (CC RUSTIC) Fy = 6,000 PSI MIN. FIBERGLASS C MAX. 1/4" SHIM SPACE - 32 TOP RAIL (CLASSIC CRAFT RUSTIC) WOOD D 1/4" X 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL 33 LOCK & HINGE STILE (CLASSIC CRAFT RUSTIC) WOOD/L\ , ' p ■ ' MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 34 BOTTOM RAIL (CLASSIC CRAFT RUSTIC) COMP. 35 PANEL REINFORCEMENT 0.023" THK. (CLASSIC CRAFT RUSTIC) STEEL . G 3/16" X 3-1/4" ITW CONCRETE SCREW STEEL 36 FOAM CORE POLYURETHANE H 1/4" X 3-1/4" I1W CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - J 1/4" X 3-3/4" ELCO OR TW CONCRETE SCREW STEEL 41 DOOR SKIN 0.065" THK. (SMOOTH STAR) Fy = 6,000 PSI MIN. FIBERGLASS L #10 X 2-1/2" PFH WOOD SCREW STEEL 42 TOP RAIL (SMOOTH STAR) COMP. 1 INSWING ADJUSTABLE THRESHOLD (IS300AJ) ALUM./WOOD 43 LOCK STILE (SMOOTH STAR) WOOD/LVL 2 INSWING THRESHOLD (IS300HP5) ALUM./COMP. 44 HINGE STILE (SMOOTH STAR) WOOD 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP30M) ALUM./COMP. 45 BOTTOM RAIL (SMOOTH STAR) COMP. 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 46 PANEL REINFORCEMENT 0.023" THK. (SMOOTH STAR) STEEL 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 47 FOAM CORE POLYURETHANE 6 INSWING THRESHOLD ALUM./COMP. 50 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.095" THK. (CLASSIC CRAFT) Fy = 6,000 PSI MIN. FIBERGLASS 8 JAMB (PINE) SG >= 0.55 WOOD 52 TOP RAIL (CLASSIC CRAFT) COMP. 9 JAMB (OAK) SG >= 0.55 WOOD 53 LOCK STILE (CLASSIC CRAFT) WOOD/LVL 10 WEATHERSTRIP FOAM 54 HINGE STILE (CLASSIC CRAFT) WOOD/LVL 11 HINGE STEEL 55 BOTTOM RAIL (CLASSIC CRAFT) COMP. 12 #10 X 3/4" PFH SCREW STEEL 56 PANEL REINFORCEMENT 0.023" THK. (CLASSIC CRAFT) STEEL 13 #9 X 3" PFH WOOD SCREW STEEL 57 FOAM CORE . POLYURETHANE 14 LATCH STRIKE PLATE STEEL 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 15 SECURITY STRIKE PLATE STEEL 61 DOOR SKIN 0.065" THK. (FIBER CLASSIC) Fy = 6,000 PSI MIN. FIBERGLASS 16 #8 X 2-1/2" PFH SCREW STEEL 62 TOP RAIL (FIBER CLASSIC) COMP. 17 #8 X 3/4" PFH SCREW STEEL 63 LOCK STILE (FIBER CLASSIC) WOOD/LVL 18 KWIKSET 200 SERIES PASSAGE LOCK STEEL 64 HINGE STILE (FIBER CLASSIC) WOOD 19 KWIKSET 600 SERIES DEADBOLT STEEL 65 BOTTOM RAIL (FIBER CLASSIC) COMP. 66 PANEL REINFORCEMENT 0.023" THK. (FIBER CLASSIC) STEEL 67 FOAM CORE POLYURETHANE 5.77 i 555" , 1 i ■,T=- -------- 5.87' O. N N (7 THRESHOLD THRESHOLD ;row ‘....:./ Inswing adjustable Inswing adjustable 0 THRESHOLD THRESHOLD 0 Inswing self-adjust VL) Outswing coastal 5.83" 5.75° i i 1 ME: 2/24/09 DM. BY: AL IS MG S'f: LFS THRESHOLD THRESHOLD HEAD & SIDE DRAWING Ms FL-10537.1 O Outswing standard 0 00 Jamb i rnax. 1 1 rating = +1- 50.0 pst sear 10(F1 Inspection Number: INSP- 146026 Permit Number: WS -4 -10 -732 Scheduled Inspection Date: August 02, 2010 Inspector: Bruhn, Norman Owner: APARICIO, JOSEPH Job Address: 1242 NE 104 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments July 30, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1122320300070 FRONT DOOR REPLACEMENT Passe c). 0 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- 145869. Anchor spacing must be per PA Threshold #4 must be used in HVHZ Door must be labeled properly. NB e6- For Inspections please call: (305)762 -4949 Page 11 of 34