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WS-12-2439Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INS P-183534 Scheduled Inspection Date: July 25, 2013 Inspector: Rodriguez, Jorge Owner: DETRICK, SANDRA Job Address: 570 NE 106 Street Miami Shores,.FL 33138 -2046 Project: <NONE> Contractor: HOME OWNER tsunamg uepartment comments Permit Number: WS -12 -12 -2439 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1122310140180 FROND DOOR REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS False 1/30/2013 - PENDING NOC Passed Inspector Comments Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 25, 2013 For Inspections please call: (305)7624949 Page 2 of 33 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMrr NO.(�TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided In this Notice -of Commencement. 1. Legal description of property and strest/addresm 510 JV E t OI6 d u C.-FN 2013RC-8077341 OR Bk 28466 Ps 0212 g f its ) RECORDED 01130/2013 10953926 HARVEY RUVINt CLERK OF COURT 11IAi1I-DADE COUNTY: FLORIDA LAST PAGE Space above rpserved for use of recording office 5on„t `3 rkS_ FL 361 AR- 7 Description of improvement Ike aD Q C-L VC.A A a c t^ 3.Owner(s) name and adress: ca c nit - r i t 5') O fv t 110 S to;vr• S Interest in property; ft i mu T 14 ,e ti in ` _ Name and address of fee simple titlelioldar 4. Contractor's name, address and phone number• c- n•e W ls.t r 5. Surety. (Payment bond required by owner from contractor, If any) Name, address and phone number Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: Ohs eviratlon date is 1 year from the date of retarding unless a different date is speciRed) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDX STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEAAENTS TO YOUR PROPERTY.. A NOTICE OF COMMENCEMENT MUST �I'1EW( 0 - . , D .POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YO OR RECORDING YOUR NOTICE OF COMMENCEMENT Pre tired C3 + f8 rlDirectoNPartner/N�s spared $�{ s Signature( :) of Ow (s) or grj� thorj� d O p y �" ( Pr Print Name sit c �ri > v_ t r i L i Print Name Title /Office TitlelOffi — I STATE OF FLORIDA COUNTY OF MIAMI -DADE The forgoing instrument was � - ") before me this day, 'A -C��A A®••_', or ❑ as for known, or Mproduc6d the following type 'of identifii Signature of Notary Public: _ Print Name: _ (SEAL) = v' VERIFICATION PURSUANT TO SECTION 92,62L FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are true, to the best of my knowledge and belief. �.•• `�.`� Slgnafure(s) of Owner(s) or Owher(s)'s Authorized Of ear/Director/Partner /Manager who signed abo�ei 11111111 0\ By 123.01 -52 PAGES 9/10 By Miami Shores Village Buildin g Department artment DEC 2' 2012 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 �' BUILDING Permit No. - �. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 5 00 %I E 100 S4r @ti City: Miami Shores County: Miami Dade Zip: 3 313ff Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): K t t e 1PAr i c ►1 - Phone #: 605- (O 3a - 8� 0 Address: S 7 O A) C- 100 a U,,­4 City: Tenant P t (tK% ' U�® re S State: �: L Zip: 3 313 � CONTRACTOR: Company Name: HQN, /(IV Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ r Square/Linear Footage of Work: Type of Work: DAddition OAlteration ONew Repair/Replace Description of Work: R� p' c� m t �� 13V � c o ^e en�VQ 400r- Color thru tile: Submittal Fee $ Permit Fee $ ® CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ ODemolition Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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. Sign a ' weer or Agent 9, The foregoing instrument was acknowledged before me this day of LPC.erril0er 20 19, , by, %Zw H -)-�e - V-CCK who is personally known to me or who has produced Lr 5 I\ r\.(w n As identification and who did take an oath. NOTARY PUBLIC: Sign: c Print: t@ n Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Aoo::��ioIACALHOiRiI My Commission Expires: * * MY COMMISSION I DO 868652 A-6., EXPIRES: September 10, 2013 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2o12)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) 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: e n zt,e -Usti � 4 DATE: 1,21471,101d, ADDRESS: 5 7 0 Al E I 0 64 k S t f ee . t i g m i S� o r`-e,S Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, RS 489.103(7). And I have read and understood the following disclosure statement, which entities 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. 1 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 5M _ 3. 1 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 4. 1 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. Qy�f Initial 5. 1 understand that as the owner - builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 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 7. 1 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 acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 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 O rrl 9. 1 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. Initial 10. 1 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 : //waw.myfo6dalicense.com/dbpr /pro /cilbfiindex.html Initial 11. 1 am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally a financially respons' le f r e pro ed construction activity at the following address: Initial �" I 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I 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 C21 day of , 2069^ BY "W.Lonally known to me or who has Produced there License or T1 OWN R CLAUDIA V. CUBILLOS Notary public . Stale of Florida MY Comm Expires Sep 23. 2015 Commission # EE 128810 Bonded Through National- Notary Assn. Z t NOTICE OF VIOLATION Miami Shores Village Code Enforcement 10050 N.E. Second Avenue Miami Shores, Florida 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 COMPLAINTANT: Miami Shores Village, Florida VS. VIOLATOR: DETRICK, DINO; Mailing Address 570 NE 106 ST MIAMI SHORES, FL 33138 -2046 Notice of Violation: You are hearby notified that an inspection of the following property: Location Address 570 NE 106 Street Miami Shores, FL 33138 -2046 Case Number: CASE -9 -12 -10365 Case rye t?rc�lnance/iolatiain Date Case 1~s", 11sherl: 09119 /2012: £ r Co m, Dsadllne:011Q6/20'13 Phone Parcel No. Legal Description 1122310140180 AMD PL MIAMI SHORES SEC 5 PB 10-47 LOTS 3 & 4 BLK 110 LOT SIZE 100.000 X 122 disclosed that you are in violation of the following section(s) of the Miami Shores Village, Florida, Code of Ordinances: Violation Code # Description Sec. 6 -4(a). [Unauthorized Construction/Expired Sec. 6-4. Permits — Application generally. (a) Required No person shall erect or construct or proceed with the erection or construction of any building or structure, nor add Permit(s)] to, enlarge, move, improve, alter, convert, extend or demolish any building or structure, or any group of buildings and/or structures under one or joint ownership whether on one or more lots or tracts of land; or cause the same to be done where the cost of the work is $100.00 or more in value; and on any remodeling or alteration job of any value; without first obtaining a permit therefor from the building department 1971 § 5-3; Ord No. 488-85, § 4, Case Detail: CASE -9 -12 -10365 Page 1 of 2 Report Printed: 121`19 12012 for the following reasons: OBTAIN PERMIT FOR FRONT DOOR, COMPLETE INSPECTION AND CLOSE PERMIT. You are directed to correct the above violation by 02/06/2013 and notify the Miami Shores Village Code Compliance office once the necessary corrective actions have been completed and the violation has been corrected. In order to correct the violation, you must undertake and accomplish the remedy in full. If the above - described violation is not corrected and approved by the Miami Shores Code Compliance Office by the deadline set forth (or if it is corrected but recurs), you are required to appear before the Miami Shores Village Code Enforcement Boad at Village Hall, Village Council Chambers 10050 N.E. Second Ave., Miami Shores Village, Fl, at 6:00 p.m. on 02/07/2013. If the violation is corrected and then recurs or if the violation is not corrected by the deadline set forth above, the case may be presented to the Code Enforcement Board even if the violation has been corrected prior to the board hearing. If the property is not in compliance by the date set forth by the Code Enforcement Board, you will be required to appear on the first Thursday of the following month at 6:00 p.m. in the Village Council Chambers, which will be the Penalty Hearing Date. You are advised to bring to the Enforcement Hearing any witnesses and documentary evidence that you want the Miami Shores Village Code Enforcement Board to consider on your behalf. Furthermore, you are advised that in the event that you decide to appeal any decision reached by the board with respect to any matter considered at the Enforcement Hearing, you will need a record of the proceeding and you will need to ensure that a verbatim record is made of the testimony and evidence presented at the hearing. At the hearing you have the right to be represented by an attorney at your own expense to present evidence and witnesses, and to cross examine witnesses. Failure To Appear Failure to appear will result in this matter being heard in your absence. If you are found not to be in compliance with the code and you fail to correct the violation, the Code Enforcement Board can impose fines against you of up to$250.00 per day per violation, in addition to assessing against you the costs of the enforcement action If you fail to appear as scheduled to contest the citation, you will be deemed to have MIAMI SHORES CODE CEMENT waived your right to contest the violation and an order may be entered against you imposing a fine which would become a Lien against your property. A 1 If you have any questions, contact Anthony Flores immediately at (305) 795 -2207. Anth ny Flores Case Detall: CASE -9 -12 -10355 Page 2 of 2 Report Printed: 12119/2012 1 13- Ui Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: RJSI,2_ 243Y Job Name: A/a A-104 Si Alorrw elk. 2010 Page 1 of 1 Building Critique Sheet Q A- 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. Jorge Rodriguez 305 - 795 -2204 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 January 2, 2013 Permit No: WS 12-2439 17:) 1 2 eq Buildina Critique 1. The Product approval submitted is for a double door but plan shows a single door. 2. Identify on the plans the location of an egress door. The door submitted does not meet egress requirements. NB C1-3 -. 111- k(t&M k et-- -'�)L-CeAco' Norman Bruhn CBO 305 - 762 -4859 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. Florida Building Code Online Florida Departmemof Busines Professional Regulation Page 1 of 3 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publication I FBC Staff I BCIS Site Map I unto; I search Product Approval t3 USER: Public User Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail t" C6FFIGE 4F THE '�'� �,j Code Yeril6ii- --, - - -- hores n''rD BY DATE omments Archi�red �� � " _ a iT ,;�; �r,r:;Pi !F'�ICr �nilrN ,41_L FrriERgL Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) FL13863 -RI Affirmation 2010 Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. X Exclusive Wood Doors 1950 NW 70th Avenue Miami, FL 33126 (305) 477 -2278 exwoodfsn @gmail.com Fernando Nisenbaum exwoodfsn @gmail.com Rene Kaemmer 1950 NW 70t v Miami, FL 33 .2 (305)477-2 ' exwoodrk@ I e Rene Kaem r 1950 N.W. by `f Miami, FL 3 1 (305) 477 -2279° " = exwoodrk@bellsouth.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Usting National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Year h4:/ lwww .floridabuilding.org/pr /pr_app dtl. aspx? param= wGEVXQwtDgv %2bFd42duxgbi8lCnhB5Gj... 1/10/2013 Florida Building Code Online Equivalence of Product Standards Certified By Page 2 of 3 TAS 201 1994 TAS 202 1994 TAS 203 1994 D I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity , Yes No N/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL13863 RI COC SA13863 signed and cert.odf Method 1 Option A 01/20/2012 01/20/2012 01/30/2012 Summary of Products FL # IlModell, Number or Name IDescription 13863.1 IlExterior Wood Doors Glazed Inswing and Outswing Wood Doors Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL13863 R1 C CAC NI010289- R5.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2014 Design Pressure: N/A Installation Instructions Other: Please refer to pressure table on sheet 1 of FL13863 R1 II EXD001.odf Installation Instructions EXD001. Verified By: Kristina S Daugherty, P.E. Florida PE# 68455 Created by Independent Third Party: Yes Evaluation Reports FL13863 R1 AE PER 1033.12df Created by Independent Third Party: Yes 13863.2 Exterior Wood Doors Opaque Inswing and Outswing Wood Doors Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL13863 RI C CAC NI010289- 115.13DF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/31/2014 Design Pressure: N/A Installation Instructions Other: Please refer to pressure table on sheet 1 of FL13863 R1 II EXD002.Ddf Installation Instructions EXD002. Note: Raised panels are Verified By: Kristina S. Daugherty Florida PE -68455 solid wood. Created by Independent Third Party: Yes Evaluation Reports FL13863 RI AE PER 1034.odf Created by Independent Third Party: Yes m http: / /www.floridabuilding.org/pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgv%2bFd42duxgbi8l CnhB5Gj... 1/10/2013 /(/A\\ BUILDING DROPS 41 A Perfect Solution in Every Drop Certificate of Authorization: 29578 January 9, 2011 TO: Whom It May Concern 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407 -644 -2366 FX contact @buildingdrops.com FROM: Alexis Spyrou, P.E. Registered Florida Professional Engineer #68101 MANUFACTURER: Exclusive Wood Doors 1950 NW 7e Avenue Miami, FL 33126 FLORIDA PRODUCT APPROVAL M FL13863 PRODUCT CATEGORY: Exterior Doors PRODUCT CATEGORY: Swinging Exterior Door Assemblies SUBJECT: Product Conformance to the 2010 Florida Building Code Dear Sir (Madam), I have reviewed the referenced Florida Product Approval and associated documents and found all drawings, reports, referenced test standards, and associated ancillary tests as noted in the currently approved documents listed below to be in compliance with the 2010 Edition of the Florida Building Code. It has been concluded that no revisions or changes to the referenced standards and standard years has occurred between Chapter 35 of the 2007 and Chapter 35 of the 2010 Editions of the Florida Building Code. Therefore, all test standards listed below are valid for the 2010 Edition of the Florida Building Code. SECTION DRAWING REPORT CERTIFICATE CERT. EXP. TEST STDS. TAS 201 -94 13863.1 EXD001 1033 N1010289 -R5 05/31/2014 TAS 202 -94 TAS 203 -94 13863.2 EXD002 1034 N1010289 -115 05/31/2014 TAS 202 -94 To the best of my knowledge, all referenced & included test standards, methods of installation, details, and performance ratings have been found to comply with the 2010 edition of the Florida Building Code. Page 1 of 2 127 W. Fairbanks Ave. BUILDING DROPS Suite 438 A Perfect Solution in Every Drop Winter Park, FL 32789 16 407.644.6957 PH Certificate of Authorization: 29578 407 -644 -2366 FX contact@buildingdrops.com This product is manufactured under a quality assurance program currently approved by the Florida Building Commission. Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, ALEX SPYROU 2012.01.1711:54:33 - 05'00' Alexis Spyrou, P.E. Florida Registered Professional Engineer #68101 0 jtttt11SP 11���i ♦♦ ♦� ��;15......YR iii * •' No 0 TATE OF : U' C O P,N 4; .,,0 R t . N A SO„ E��,♦ Page 2 of 2 NOTICE OF PRODUCT CERTIFICATION Company: Exclusive Wood Doors Certification No.: N1010289 -115 Page 1 of 2 1950 NW 70th Avenue Certification Date: 07/12/2010 Miami, FL 33126 Expiration Date: 05/31/2014 Revision Date: 12/17/2010 Product: 8'0" Solid Mahogany Stile and Rail Glazed Impact Doors w/ or w/o Impact Glazed Sidelites Specifications Tested To: TAS 201/2021203 -94 Glazing Information: Glazing -0.562 Laminate-0.250 "Annealed GlassM.090" Saflex HP Interlayer by Solutia/0.250" Annealed Glass The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertiflcation.com. NAMI's Certification Prog ram is accredited b The American National Standards Institute (ANSI). National Accreditation & Management Institute, IncJ4794 George Washington Memorial Highway/Hay A 23072 Tel: (804) 684- 5124/Fax: (804) 6845122 NAMI AUTHORIZED SIGNATURE: Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact & Outswing Opaque Size Pressure Pressure Rated Comments X I/S Glazed 3'2" x 8'2" +47/47 3.75 psf Yes CTLA -2027W /CTLA 836W2 Single X O/S Glazed 312" x 8'2" +47/47 5.25 psf Yes CTLA- 2027WiCTLA 836W2/W -1453 Single XX I/S Glazed 6'3" x 8'2" +47/47 3.75 psf Yes CTLA -2027W /CTLA 836W2 Double XX O/S Glazed 6'3" x 8'2" +47/47 5.25 psf Yes CTLA -2027W /CTLA 836W2/W -1453 Double OXO /OX/XO I/S Glazed Door 7'3" x 8'2" +47/47 3.75 psf Door -Yes CTLA - 2027W /CTLA 836W2 Single w /Sidelites Glazed Sidelites Sidelites -Yes OXO /OX/XO 01S Glazed Door 713" x 892" +47/47 5.25 psf Door -Yes CTLA- 2027WICTLA 836W2/W -1453 Single w /Sidelites Glazed Sidelites Sidelites -Yes OXXO I/S Glazed Door 10'5" x 8'2" +47/47 3.75 psf Doors -Yes CTLA- 2027W/CTLA 836W2 Double w /Sidelites Glazed Sidelites Sidelites -Yes OXXO O/S Glazed Door 10'5" x 8'2" 47/-47 5.25 psf Door -Yes CTLA -2027W /CTLA 836W2/W -1453 Double w /Sidelites Glazed Sidelites Sidelites -Yes National Accreditation & Management Institute, IncJ4794 George Washington Memorial Highway/Hay A 23072 Tel: (804) 684- 5124/Fax: (804) 6845122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Exclusive Wood Doors Certification No.: 1950 NW 70th Avenue Certification Date: Miami, FL 33126 Expiration Date: Revision Date: NI010289 -115 Page 2 of 2 07/12/2010 05/31/2014 12/17/2010 Product: 8'0" Solid Mahogany Stile and .Rail Opaque Doors w/Non- Impact Glazed Sidelites ( Sidelite Sash or Direct -Set Sidelite) Specifications Tested To: TAS 202 -94 The "Notice of Product Certification„ is only valid If the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namieertifiration.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hay AJ 23072 Tel: (804) 684- 5124/Fax: (804) 684 -5122 / NAMI AUTHORIZED SIGNATURE: Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact & Outswing Opaque Size Pressure Pressure Rated Comments X I/S Opaque 312" x 87' +47/47 0.0 psf No CTLA -836W I Single X O/S Opaque 3'2" x 8'2" +47/47 0.0 psf NO CTLA-836W I /CTLA-2027W/W- 1462 Single XX I/S Opaque 6'3" x 8'2" +47/47 0.0 psf No CTLA -836W1 Double XX O/S Opaque 6'3" x 8'2" +47/47 0.0 psf No CTLA -836W1 /CTLA- 2027W/W -1462 Double OXO /OX/XO I/S Opaque Door 7'35'x 812" +47/47 0.0 psf Door -No CTLA -836W I Single w /Sidelites Glazed Sidelites Sidelites -No OXO /OX/XO O/S Opaque Door 7'3" x 87" +47/47 OA psf Door -No CTLA -836W 1 /CTLA- 2027W/W -1462 Single w /Sidelites Glazed Sidelites Sidelites -No OXXO I/S Opaque Door 10'5" x 8'2" +47/47 0.0 psf Doors No CTLA -836w1 Double w /Sidelites Glazed Sidelites Sidelites -No OXXO O/S Opaque Door 10'5" x 8'2" 47/47 0.0 psf Door -No CTLA- 836W1/C77.A- 2027W/W-1462 Double w /Sidelites Glazed Sidelites Sidelites -No National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hay AJ 23072 Tel: (804) 684- 5124/Fax: (804) 684 -5122 / NAMI AUTHORIZED SIGNATURE: . , ..� CertWorks ...ltworks FBPE Certificate of Authorization No. 28520 Product Evaluation Report Of Exclusive Wood Doors "Glazed Wood Door" Exterior Door (Impact) for Florida Product Approval FL# 13863.1 Report No. 1033 P Wsja -A3q 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX info @certwrks.com Florida Building Code 2007 Per Rule 9N -3 Method: 1— A (Certificate) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Glazed Wood Door (Impact) Frame Material: Wood (Mahogany) Unit Dimensions: 125.5 "x 9825" Prepared For: Exclusive Wood Doors 1950 NW 70th Avenue Miami, FL 33126 Prepared by: Kristin S. Daugherty, P.E. Florida. Professional Engineer # 68455 Date: 07/01/2010 Contents' Evaluation Report Pages 1— 4 Installation Details Page 5 Kristina 5. uaugnerty, N.t. Florida No. 68455 V V «r AJ Kristina 5. uaugnerty, N.t. Florida No. 68455 Manufacturer: Product Category: Product Sub - Category: Compliance Method: Product Name: CertWorks ... 4worb FBPE certificate of Authorization No. 28520 Exclusive Woad Doors Exterior Doors Swinging Exterior Door Assemblies State Product Approval Rule 9N -3.005 (1)(a) Glazed Wood Door (Impact) Unit Dimensions: 125.5" x 98.25" FL #: 13863.1 Date: 07/01/2010 Report No: 1033 Scope: This is a Product Evaluation Report issued by Kristina S. Daugherty, P.E. (FL # 68455) for Exclusive Wood Doors based on Rule Chapter No. 9N- 3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Kristma S. Daugherty, P.E. does 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 2007 Florida Building Code. See Installation Instructions EXD001, signed and sealed by Kristina S. Daugherty, P.E. (FL # 68455) for specific use parameters. Umits of Use: 1. 2. 3. 4. 5. This product has been evaluated and is in compliance with the 2007 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 Florida Building Code and does not require an impact resistant covering. Site conditions that deviate from the details of drawing EXD001 requiref °'rtYt is eoginiOing analysis by a licensed engineer or registered architect. ° °�`' �J�� `'•. See Installation Instructions EXD001 for size and design pressure Iitnifatdp KristiriatSj Da.ughefty, P.E. Florida No. 68455 Page 2 of 5 • 1 -' 1 FL#: 13863.1 CertWorks It works Date: 07 /01/2010 Report Na: 1033 FBPE Certificate of Authorization No. 28524 Quality Assurance: The. manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3)'for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested and impacted per • TAS 201 -94 f TAS 202 -94 • TAS 203 -94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #:CTLA 2027W, Report Date: 06/01/10 2. Quality Assurance National-Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) �, V4• a '.. 1d� � i • Kristina S. Daugherty, P.E. Florida No. 68455 Page 3 of 5 t , . CertWorks ... itwoda FSPE Certificate of Authorization No. 28520 Installation: 1. Approved anchor types and substrates are as follows: FL #: 13863.1 Date: 07/01/2010 Report No: 1033 A: For two by (2X) wood frame substrate, use #10 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate, use #10 Tek Screw type steel frame anchors of sufficient length to achieve minimum engagement of 3 threads. Refer to Installation Instructions (EXD001) for anchor spacing and more details of the installation requirements. Design Pressure: * +47 psf can be achieved if unit installed at location protected by overhang such that the overhang ratio (oh) = oh length /oh height greater than 1.0 where y,{pter infiltration is required. f» • No. 68455 Page 4 of 5 Design Pressure Rating Design Pressure -All Sizes Missile Imeact Rating +47 / -47 PSF i Without Water Large & Small Missile Infiltration Required Impact Rated Design Pressure - Inswing Units impact Rating +25 ,� j -47 PSF _ ! With Water 1 _Missile Large & Small Missile Infiltration Required Impact Rated Design Pressure- Outswing Units _ _ Missile Impact Rating With Water Large & Small Missile +35'x/ -47 PSF Infiltration Required Impact Rated _ * +47 psf can be achieved if unit installed at location protected by overhang such that the overhang ratio (oh) = oh length /oh height greater than 1.0 where y,{pter infiltration is required. f» • No. 68455 Page 4 of 5 . 7.00" TII I 58.50" I 84.00" 1� HINGE JAMB 12.00" MAX O.C. (TYP.) Installation Method Exclusive Wood Doors Glazed Wood Door" Exterior Door (Impact) 3" 3" 3" 3" 3" 3" 6.00" MAX. FROM CORNER j ow.) Ll i ANCHOR LAYOUT 6.00" MAX. tOM CORNER (TYP.) 4 phi °1 da.Tp`l�. J d3� u � t X- Vis# augherty, P.E. Florida No. 68455 Page 5 of 5 INSTALLATION NOTES: 1 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. * THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF il/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER S. FOR INSTALLATION INTO 2X WOOD BUCK USE 910 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE 6. FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCREWMASONRY, USE 3/16 INCH DIAMETER ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT. S. FOR INSTALLATION THROUGH STEEL STUD USE 910 SELF - TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO STEEL FRAME SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. & FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER =INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFICGRAVITYOF055. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1(OR GREATER). D. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33 MILS. EXCLUSIVE WOOD DOORS GLAZED WOOD DOOR INSWING /OUTSWING GENERAL NOTES L THE PRODUCT SHOWN HEREIN LS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203 -94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETEJMASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE S. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. E. DOOR FRAME MATERIAL* BRAZILIAN OAK OR MAHOGANY 7. DESIGNATIONS"X" AND "O °STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL 9. APPROVED CONFIGURATION: • X, O, XO, OX, XX, OXO, XXO, CIA OXXO 30. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 9 FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 LARGE AND SMALL MISSILE IMPACT RATED INSTALLATION A GENERAL NOTES 2 - ELEVATION AND ANCHOR LAYOUT 3 - VERTICAL SECTIONS 4 - VERTICAL SECTIONS B - VERTICAL SECTIONS 6 - HORIZONTAL SECTIONS 7 - HORIZONTAL SECTIONS B COMPONENTS d BILL OF MATERIALS 9 - COMPONENTS A GLAZING DETAILS DESIGN PRESSURE RATING DESIGN PRESSURE - ALL SIZES MISSLE IMPACT RATING +47/- 47 PSF W/O WATER INFILTRATION REQUIRED LARGE AND SMALL MISSILE IMPACT RATED DESIGN PRESSURE-INSWING UNITS MISSLE IMPACT RATING +25 */- 47 P5F W/ WATER � TION MtuuEr�S DESIGN PRESSURE - OUTSYAM UNITS MISSLEIMPACTRATING +35 */- 47 PSF W/ WATER INFILTRATION REQUIRED LARGE AND SMALL MISSILE IMPACT RATED N47 PSF CAN BE ACHIEVED IF UNIT INSTALLEO AT LOCATION PROTECTED BY - OVERHANG SUCH THAT THE OVERHANG RATIO (OH) = ON LENSTWOH HEIGHT GREATER THAN LO WHERE WATER INFILTRATION TS REQUIRED. wto ip� OD p00 IOWNW 70TH AVENM UXANM PR(W477-W8 P 0 "O V) 3 LL F G Z W 0 4 -� T m � N a MIS # EXD001 SHEET, 1 OF 9 25.50° MAX FRAME WIDTH 14.00° MAX D.LO 6 H 6 7 98.25° MAX FRAME EZGHT g$ 9 MAX OVERALL WIDTH 74.50 MAX BLE FRAME WIDTH 36.00' �g PANEL - WIDTH 9 O m 2550° MAX FRAME WIDTH 22 ASTRAGAL D0U8LE -BA SURFACE BOLT JAMB MULL P D 5 4 ELEVATION .63° MAX 7.00° D.L.O T 96• MAX PANEL HEIGHT 5850° 95" MAX DLO 84.00° • 12.00° MAX • O.C. cm.) CK SID ELITE HINGE POST JAMB JAMB E ti ti 66, 66° 61 6- 3° 3 3 3° 3"—ft 3' lk ti O ~U IIU 'C� pD D00 19W NW 7M AVE" M7AMS. FLORIDA 33726 7M. (UM 477-2M 5 � OL O 6.00° MAX FROM CORNER p O 5 � f ) O A�;{� �S �Za r l m a D �,, VIII III��II � — I�;I}�IiI�I_ 6.W MAX FROMCOpm ANCHOR LAYOUT °o° °x° •o• °x° •x• °o° °� •x• °a° •x° °o° °x' °x° 77° °o° °� 'X° °D° °X° °X° °o° APPROVED CONFIGURATIONS NOTE, ALL CONFIGURATIONS HAVE THE SAME HARDWARE. ALL SWINGING DOUBLE DOORS HAVE A CENTER ASTRAGAL 0 w 0 ml o� o p EX 001 SHEET- 2 OF 9 2X WOOD FRAME BY 07HM SHEATHING BY OTHERS - EXTERIOR FINISH - By OTHERS PERIMETER CAULK BY OTHERS mo WOOD, SCREW INSTALLATION ANCHOR OA CONCRETE/ MASONRY BY OTHERS 3/4• MIN. EDGE DISTANCE CAULK BETWEEN CONCRETE/ MASONRY & IX 21W MIN, EDGE — WOOD BUCK BY OTHERS DISTANCE MIX IX WOOD BUCK 26 MBEDMENT B 11/2•MIN. Y OTHERS EMBEDMENT EXTERIOR FINISH 1/ By OTHERS 4"MAX. I-SHIM SPACE TER CAULK PERIMETER F 1 at OTHERS 1/4' MAX SHIM SPACE HEIGHT EXTERIOR 16 36 SEE aAZU-* DETAIL A I---� INTERIOR OA 31 UNIT HEIGHT 2 PERIMETER CAULK' %- BY OTHERS 1/4' MIN. EMBEDMENT CONCRETE/ MASONRYJ BY OTHERS Z.W* MIX EDGE DISTANCE 3/16"ITW BURM TAPCON INSTALLATION ANCHOR VERTICAL SECTION_ WWWGACnVED0ORTYP CIA UNIT HEIGHT I EXTERIOR OA Fp 3116° IT# BULLION TAPCON U31 INSTALLATION ANCHOR 13 1636 SEE RAZING DETAIL A 16 36 INTERIOR *NatETFJ MASONRY By OTHERS W MIN. EDGE DISTANCE BULLDOG TAPOON INSTALLATION ANCHOR VERTICAL SECTION � �3 OUUMNG ACfffF41rACrWE DOORTV. cs ?j tO +1 � lqv 4;�6� ol) D00 19MMMTHAVO" MUM nlM=A MM PK-XM4n42n o.4 u- z EXI)Q01 SHEET, 3 OF 9 3/4" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS SHEATHING BY OTHERS - EXTERIOR FINISH BY OTHERS 11/2° MIN. EMBEDMENT 1/4" MAX. SHIM SPACE PERIMETER CAULK V ZI) BY OTHERS 21� #10 WOOD SCREW 2 INSTALLATION ANCHOR O.A �+ UNIT EXTERIOR 13 HEIGHT 1636 16 36 SEE GLAZING DETAIL A 14 OA INTERIOR UNIT HEIGHT 28 CONCRETE/ p MASONRY PERIMETER CAULK BY OTHERS 1/4° MAX. BY OTHERS SHIM SPACE 11/4" MIN. EMBEDMENT 2.50° MIN. EDGE DISTANCE STEEL STUD BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 21 #10 WOOD SCREW INSTALLATION ANCHOR OA UNIT EXTERIOR HEIGHT 1 #10 TEK SCREW INSTALLATION ANCHOR 3 THREADS MIN. f I ENGAGEMENT OA UNIT HEIGHT / V PERIMETER CAULK BY OTHERS I 4 .I . • 2.50" MIN. EDGE DISTANCE 1/4° MAX. SHIM SPACE 4 GV Sj pD DO NWNW7MAVB4X Pk c , n-ws v o �Z 3 0 �aQ 4 ac ° SEE GLAZING L 3/16° L rw BUILDER TAPCON INSTALLATION ANCHOR C VERTICAL SECTION 4 INSWING FIXED SASH SIDELTTETYP. STEEL STUD BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 21 #10 WOOD SCREW INSTALLATION ANCHOR OA UNIT EXTERIOR HEIGHT 1 #10 TEK SCREW INSTALLATION ANCHOR 3 THREADS MIN. f I ENGAGEMENT OA UNIT HEIGHT / V PERIMETER CAULK BY OTHERS I 4 .I . • 2.50" MIN. EDGE DISTANCE 1/4° MAX. SHIM SPACE 4 GV Sj pD DO NWNW7MAVB4X Pk c , n-ws v o �Z 3 0 �aQ 4 ac ° SEE GLAZING V — DETAIL 8 OO INTERIOR � o CONCRETE/ MASONRY BY OTHERS 1/4° MAX. SHIM SPACE r .> 11/4" MIN. NBEDMENT to 3/16" ITW BUILDEX TAPCON INSTALLATION ANCHOR p VERTICAL SECTION 4 INSWING DIRECT SET SIDELTTE TYP. I °oI:,�ICTisI�Zl 4 OF w�GLUSI�� 3/4' MIN. 3/4° MIN �co) 2X WOOD FRAME BY OTHERS EDGE DISTANCE 2X WOOD FRAME BY OTHERS EDGE DISTANCE OD DOQ HN KW 7M AMAT SHEATHING BY OTHERS SHEATHING BY OTHERS 11/2° MIN �t 4MA 3 11/2° MIN EXTERIOR FINISH EMBEDMENT EXTERIOR FINISH EMBEDMENT BY OTHERS 1/4. MAX BY OTHERS 1/4° MAX SHIM SPACE SHIM SPACE q PERIMETER CAULK PERIMETER CAULK 1 0O BY OTHERS 1 BY OTHERS Zl 3 0 a 21 24 24 #10 WOOD SCREW 3b t5 LL #10 WOOD INSTALLATION ANCHOR SCREW INSTALLATION ANCHOR CIA 6 NI 13 UNIT EXTERIOR HEIGHT HEIGHT o EXTERIOR m 16 36 SEE GLAZING Z DETAIL A 0 / H z 0 16 36 ` SEE GLAZING 1 INTERIOR DETAIL 8 / INTERIM LLJ 14 OA OA UNIT 3/16° iTW BUILDEX TAPCON UNIT INSTALLATION ANCHOR HEIGHT 24 INSTALLATION ANCHOR HEIGHT / 24 INSTALLATION ANCHOR d., CONCRETE/ 36 CONCRETE/ 1 MASONRY 1 MASONRY BY OTHERS 1/4° MAX 1/4" MAX BY OTHERS PERIMETER CAULK PERIMETER CAULK ? SHIM SPACE SHIM SPACE + ; BY OTHERS BY OTHERS 11/4° MIN. 11/4° CONCRETE / MASONRY EMBEDMENT MASONRY MASONRY EMBEDMENT 'e! „k.• e� BY OTHERS ^ BY OTHERS � ^ 2.50° MIN. EDGE ^ 2.50° MIN. EDGE Li I DISTANCE DISTANCE a 2 Q �� 00 'xZ € ��VERTICAL SECTION F VERTICAL SECTION DWS S OUTSWINGM WSASHSOEUTETYP. 5 OUTSWING INJECT SET SDEMTV. EX0001 SHEET: 5 OF 9 a EXTERIOR FINISH BY OTHERS — CAULK BETWEEN IX WOOD BUCK & CONCRETE/ MASONRY BY OTHERS IX WOOD BUCK BY OTHERS 2.W MIN.. EDGE DISTANCE •' 3/16" ITW BUILDEX TAPOON INSTALLATION ANCHOR — OA UNIT WIDTH PERIMETER CAULK BY OTHERS O.A. UNIT INTERIOR MAX SHIM SEE GLAZING 11/4' MM EMBEDMENT DETAIL 8 HORIZONTAL SECTION miswm , I m�id T NN Ed OF 01) DOO IWOWMTHAVeAe MMMU, FVMMA UM PK' (MM 4"-2M XbTH OZ% EXTERIOR FINISH BY OTHERS PERIMETER CAULK SHEATHING By OTHERS By0imms #10 WOOD SCREW —INSTALLATION ANCHOR 2X WOOD FRAME N VOTHERS 2 MM-L z EDGE DISTANCE kn 21 w u 3 2 1/4" MAX S 11/2' MIN. , I m�id T NN Ed OF EXTERIOR FINISH BY OTHERS CAULK BETWEEN 1X WOOD BUCK 6 CONCRETE/ MASONRY BY OTHERS 1X WOOD BUCK BY OTHERS 2.90° MIIJ. . EDGE DISTANCE I 311V ITW BUILOEX TAPCON INSTALLATION ANCHOR O.A. UNIT WIDTH �- PERIMETER CAULK BY OTHERS --4/4" MAX SHIM 1 U4" MIN. EMBEDMENT EXTERIOR '�- OA. UNIT WIDTH PERIMETER CAULK BY OTHERS INTERIOR H HORIZONTAL SECTION 7 ouTswmro L4" MAX SHIM SEE GLAZING 3 THREADS MIN. DETAILS ENGAGEMENT EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS #10 TEK SCREW INSTALLATION ANCHOR STEEL STUD BY OTHERS (MIN. 20 GA.) ip�6� 01) D00 1990 NW 70TH AYB" AMA=. FLORIDA 59126 F9 (3M 4T .Wg �AA m g U� 0 o � aZ� 3 u- D H Q LLJ F o OF ASTRAGAL Item DESCRIPTION �e'� 10 1 FRAME HEAD WOOD O FRAME HEAD O COMPRESSION 2 SIDELITE JAMB WOOD ��� DO weATHEaSTW QW-M -�{ i4° 3 #SO PHILLIPS FLATHEAD WOOD SCREW WITH 1 1/2° MIN. EMBEDMENT STEEL 4583° I 4 4° x 4° BUTT HINGE 126A..089° STEEL 19W NWM +A 5 l6G x 11/4° PHILLIPS FLATHEAD WOOD SCREW STEEL ' 4"-W$ � Ob25° b 166 x 11/4° BRAD TRIM NAIL STEEL 7 3/16° I1W BLUDEX TAPCON WITH 11/4° MIN. EMBEDMENT STEEL 5" 0. 3 875° I ._ B I COMPRESSION WEATHERSTRIP xSeal 9650 FOAM 9 INSWING THRESHOLD ALUMINUM 10 IASTRAGAL WOOD p a I 31 I LVL FRAME REINFORCEMENT 3/4° x 5.375° PLYWOOD a 0.62W F' 12 OUT5WING THRESHOLD ALUMINUM p j Z'ata` 13 TOP RAIi WOOD 3 p a O SIDELIGHT JAMB 14 BOTTOM RAIL WOOD 15 SIDE RAIL WOOD L25° 12 OUTSWlNG THRESHOLD 16 GLASS/PANEL TRIM WOOD 3 17 1.0" x 03" CORRUGATED FASTENER STEEL i 18 CORRUGATED NAIL 1/2"x 1 -1116° STEEL 19 SCHLAGE F -300 SERIES PULL HANDLE 20 SCHLAGE F -300 SERIES DEADBOLT a 21 NON - COMPRESSION SHIM WOOD 4.563° I I 22 INSWING VINYL DOOR BOTTOM SWEEP 612 Ilh«< --- 4.625° ���ill 23 3/8° ROUNDED SCOTIA WOOD m 24 GLAZING COMPOUND SILICON CAULK DOW 995 SCONE N 25 2x WOOD BUCK PIN Z 26 OPTIONAL IX WOOD BUCK PINE TOP RAC CORNER PADS 2 °, LOCATED AT THE BOTTOM OF EACH JAMB LEG p 13 SETTING ON TOP OF THE SILL, BEHIND THE WEATHERSTRIP FOAM O850° 28 #8 x 21/2° PHILLIPS WOOD SCREW STEEL f° l 11¢ e�A. s� E 29 DOUBLE BACK JAMB WOOD > �— 4.00° —� #8 x 2" PHIi LIPS FLA EA WOOD SCREW STEEL � o -T L75' 31 IVES SURFACE BOLT #454 8.0" LG. X.25" THK STEEL 2 32 ASTRAGAL BOLT STEEL 33 SEX BOLT OPTIONAL STEEL O O O 0 34 IVES SURFACE BOLT STRIKE PLATE STEEL mil^+- -0089° (Min) a".- 2° 0.875° 35 #8 X 314° LG FLATHEAD WOODSCREWS FOR STRIKE PLATE STEEL 36 DIRECT SET GLAZING STOP WOOD 14 BOTTOM RAIL 37 SIDELITE RAIL WOOD vim..• °W r 38 RAISED PANEL WOOD � O INSWING THRESHOLD 10.5° 39 . OR PANEL MOLDING WOOD �c1 40 #8 x 1° PHILLIPS FLATHEAD WOOD SCREW STEEL 4.563" Y °., 175° *WOOD TO BE QUALIFIED: MAHOGANY & BRAZILIAN OAK ¢,3 ` 1.171° 2" 2° 2° 2° 0.438° g mmZ xs 19m u1 SHEET. 8 OF 9 15 SIDE RAIL 6.00° 1.75° 16 GLASS STOP/TRIM 0.44° 0.75' 0.50° 22 INSWZZ VINYL DOOR BOTTOM SWEEP iaTu 31 SURFACE BOLT 36 RE SET GLAZING STOP o ['3 0.44° O o 0.75° -►{ �+ 8.000° 0.750° 37 SIDELITE RAIL 4.50' 1.75° O O 39 EXT. PANEL MOLDING 0.44° B9° 0.5625° O.A. LAMINATED GLASS CONSISTING OF: 24� 0.25° ANNEALED GLASS 0.090° SAFLEX HP PVB INTERLAYER BY 50LUTIA, INC 0.25° ANNEALED GLASS 16 J 0.5625° GLAZING DETAIL A IMPACT RESISTANT GLAZING STOP FASTENED BY DOW 995 ADHESIVE, AND 169 x 11/4° BRAD TRIM NAILS @ 12° O.C. /N"\—GLAZING STOP FASTENED BV DOW 995 ADHESIVE, AND 169 x GLAZING DETAIL B 11/4° BRAD TRIM NAILS @ 9° o.c. IMPACT RESISTANT tv�GL Us j � O�'c�' pD DOO I9WNW MM Avert NUvtu�f nO=A 3M a z4m cc LL O oo� ma a c 0 n i C 3' OF 0.5625° OA. LAMINATED GLASS CONSISTING OF: I r 0.25° ANNEALED GLASS 0.090° SAFLEX HP PVB INTERLAYER BY SOLUTIA, INC. 0.25° ANNEALED GLASS 0.625° /N"\—GLAZING STOP FASTENED BV DOW 995 ADHESIVE, AND 169 x GLAZING DETAIL B 11/4° BRAD TRIM NAILS @ 9° o.c. IMPACT RESISTANT tv�GL Us j � O�'c�' pD DOO I9WNW MM Avert NUvtu�f nO=A 3M a z4m cc LL O oo� ma a c 0 n i C 3' OF L i J J 4,3 cl "OUNDARY SURVEY plfl�lil 0 SCALE: I" e,` FAtj I L w IL v- 61 CL 44, 1 volts: BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE ri r% or iis, or-k. r, t^ ... k. . nr rtrr-rmmt-m -rn 5aAk kc 140 fo, J L`13`0 U N D A R Y SURVEY SCALE: u I el tj A e,' c- 17T- U"LL -- —7 dOTES: - BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE - rl MIATIMIC WLJCkl CUnuthl ACE' Tn 04/09/2012 - Wind Series 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASDIT DESIGN LOADS FOR COMPONENTS AND CLADDING EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) - ZONE S Roof Tribute Area S Ft fight 10 15 20 25 30 35 40 45 50 63.1 -60.6 -58.8 -57.5 -56.4 -55.4 -54.6 -53.9 -53.2 0 -15 ft +47.1 +45.9 +45.0 +44.3 +43.8 +43.3 +42.9 +42.5 +42.2 -64.0 -61.4 -593 -583 -57.1 -56.2 -553 -54.6 -54.0 16 ft +47.8 +46.5 +45.6 +44.9 +44.4 +43.9 +43.5 +43.1 +42.8 -64.8 -62'2 -60'4 -59.0 -57.9 -56.9 -56.1 -55.3 -54.7 17 ft +46.4 +47.1 +46.2 +45.5 +44.9 +44.4 1 +44.0 +43.6 +43.3 -- -65.6 -63.0 -61.1 -59.7 -58.6 -57.6 -56.7 -56.0 -55.3 +49.0 +47.7 +46.8 +46.0 +45.5 +45.0 +44.6 +44.2 +43.8 -66'3 -63.7 -61.8 -60.4 -59.2 -58.2 -57A -56.6 -55.9 19 ft +49.5 +48.2 +47.3 +46.6 +46.0 +45.5 +45.1 +44.7 +44.3 -67.0 -64.4 -62.5 -61.1 -59.9 -58.9 -58.0 -57.2 -56.6 20 ft +50.1 +48.7 +47.8 +47.1 +46.5 +46.0 +45.6 +45.2 +44.8 67.7 -65.1 -63.2 -61.7 60.5 s, -57.8 -57.1 21 ft +50.6 +49.2 +48.3 + �� +45.3 -68A - 65.7 -63.8 .4 -57.7 2Z ft +51.1 +49.7 +48.8_ .1 +45.7 69.0 -66.3 -64.4 9.0 -58.2 23 ft +51.6 +50.2 +49.2 y +46.2 -69.7 -66.9 -65.0 _6 -58.8 24 ft +52.0 +50.6 +49.7 +48.9 +48. 7.3 +46.9 +46.6 -70.3 -67.5 -65.5 �y ®® .3 25 ft +52.5 +51.1 +50.1 .3 .7TT.3 7.0 -70.8 -68.0 -66.1 -64 f -59.8 26 ft +52.9 1 +51.5 +50.5 +49.8 +49.1 +48.6 +48.1 +47.7 +47.4 -71.4 -68.6 -66.6 -65.1 -63.8 -62.7 -61.8 -61.0 -601 27 It +53.3 +51.9 +50.9 +50.2 +49.5 +49.0 +48.5 +48.1 +47.7 -72.0 -69.1 -67.1 -65.6 -64.3 -63.2 -62.3 -61.4 -60.7 It +53.7 +52.3 +51.3 +50.5 1 +49.9 +49.4 +48.9 1 +485 +48.1 -72.5 -69.6 -67.6 -66.0 -64.8 -63.7 -62.7 -61.9 -61.2 29 It +54.1 +52.7 +51.7 +50.9 +50.3 +49.7 +49.3 +48.8 +48.5 -73.0 -70.1 - 68.1 - 66.5 -65.2 -64.1 -63.2 -62.3 -617 30 ft +54.5 +53.1 +52.1 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 74'0 -71.1 -69.0 67.4 66.1 -65.0 -64.0 -63.2 -62.4 32 ft +55.3 +53.8 +52.8 +52.0 +51.3 +50.8 +50.3 +49.9 +49.5 -75A -72.4 -70.3 -68.7 -67.4 -66.2 -65.3 -64.4 -63.6 +56.3 +54.8 +53.8 +53.0 +52.3 +51.7 +51.2 +50.8 +50.4 -77.6 -745 -72.3 -70.7 -69.3 - 68.1 -67.1 -66.2 -65A ft +57.9 +56.4 +55.3 +54.5 +53.8 +53.2 +52.71 +52.3 +51.9 -79'5 -76.4 -74.2 -72A -71.0 -69.8 -68.8 -67.9 -67.1 45 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.2 -81.3 -78.1 -75.8 -74.1 -72.6 -71.4 -70A -69.4 -68.6 soft +60.7 +59.1 +58.0 +57.1 +56.4 +55.8 +55.2 +54.8 +54.4 -82.9 -79.7 -77.4 -75.6 -74.1 -72.9 -71.8 -70.8 -70.0 55 ft +61.9 +60.3 +59.2 +58.3 +57.5 +56.9 +56.4 +55.9 +55.5 - 84.5 -81.1 -78.8 -77.0 -75.5 -74.2 -73.1 -72.1 -71.3 60 ft +63.1 +61.4 +60.2 +59.3 +58.6 +58.0 +57.4 +56.9 +56.5 WIND VELOCITY =175 MPH MRH <_ 60' EXPOSURE 'C' BASED ON Kd =1.0 ENCLOSED STRUCTURE, FLATTERRAIN 1. TABLES ARE INTENDED TO ORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CR ._;; WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL C - _ THESE TABLES. 2. TABLES VALID O _ ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F,. L �_P APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 101 SHA INEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B - ; OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTI 5. ALWAYS ROUND �-�� - " ' LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI _ E OP ING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD SP GT z ). THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- L RITICAL 0 SQUARE FEET) SHALL AREA OF AN OPE BE USED. ALWAYS RO 0 THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH H D, IJiRGEST PUBLISHED VALUE, 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE S) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpl = +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTE N ILANO VERIFIED BY THE GOVERNING RI III nTKIr nFPARTM a t' 9t' WTY FOR APPLICABILITY OF TABLE IS T ALL NO a= 10% OF 14SI61 - - RH, WHICHEVER IS SMALL @F LEAST HORIZONTA DIMENSION OR 3FT (1 QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. / 1 1 5 I ® u@ a WALL ZONE FIGURES [ESE TABLE CODES. PEAK ROOF HEIGHT ROOF EAVE HEIGHT ROOF HEIGHT N O REMARKS DRWN CHIW DATE a< © I; O IN(TISSUE GSS TSB 03/05/12 2010 FLORIDA BUILDING CODE ENGINEERING Z g� L REV- ADJUSTED HEIGHTS GSS TSB 04109/12 PRESS ® j 2. m 3' ASCE 7 -10, CHAPTER 30p ' T N _ DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 �6 44 z 9 z� N - MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 �m 1�1 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARUO, PH: (954) 354 -0660 FAX: (954) 354 -0443 � o .;f.� p I 4 RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART � Z -P WITHOUTWRITENCONSENT OF FRANK LBENNARDO ,P.E ASCE WWW.ENGEXP.COM �O $ I-'�' " ALTERATIONS, ADDITIONS,HIGFUGHTING,OROTHER Z �' U7 Lv MARKINGS TO THIS DOCUMENTARE NOT PERMITTED AND CERT of AurH a9as5 f„ j m N j•• IWAI MA= Ill ID rm7nmrAnnm .r