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RC-10-1878Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 166876 Permit Number: RC -10 -10 -1878 Scheduled Inspection Date: December 08, 2011 Inspector: Bruhn, Norman Owner: ANGOSTINI, ANA & WAYNE Job Address: 9800 N MIAMI Avenue Miami Shores, FL 33150- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1131010330030 Building Department Comments RELOCATE WINDOW AND FRONT DOOR. Passed l 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- 166557. Not Ready. NB e c__- December 07, 2011 For Inspections please call: (305)762 -4949 Page 13 of 24 $11D Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING 6 OWNER: N (Fee Simple Titleholder Address:. 4 tJ ' Pit ! ' City: i, ylllLC7 i 4 16 Tenant/Lessee Name: Email: JOB ADDRESS: q City: Mianii Shores OCT 2 5 2010 Permit No. r?' 0 t Master Permit No. nvt- ° tuldinf Ov County: 1--1_ n Phone #: 1 v49.9*371 / Zip: 6b Phone #: Miami Dade Zip: 35 Folio/Parcel #: Is the Building Historically Designated: Yes XCONTRACRO Address: City: ki .p r 1 0l Qualifier Name: NO Flood Zone: Phone#: 1%4-LW .q Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: K Value of Work for this Permit: $ Type of Work: OAddress )4. Description of Work: IS `' ill Square/Linear Footage of Work: OAltera ONew ORepair/Replace ❑Demolition m Gf COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: * * * * * ** ° r**** *** *w*****+x**e+ **** * * *** Fees ** ****** *** **** * *** *********+x******* ******** Submittal Fee $ Permit Fee $ ( 0 3t) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $40 , a U TOTAL FEE NOW DUE $ #/� 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. i• Signature Owner • r Agent The foregoing instrument was cknowledged before me this day of ( , 20 l (b, by 22...S jLko who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: IIIIIIII /� nIs S/?rr'* NOr 20/ : gRrfi C My Commission Expires: 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: ,,, : N ass• ************* ****** ***,x**** **** * *******4i my i APPROVED BY %10 e f/& s f i id . Plans Examiner eke a 941 .• ' yrnif"4.14***************************************************** zd /, Zoning Clerk Sign: Print: My Commission Expires: 8/6 e , /O -t ec Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT N"v LICal hAX FOUO 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. egal description of 019 escription of improvement: • ro • i4 ft arty Owner(s) name and address: Interest in property: / Name and address of fee simple titleholder. Contractor's name, address and phone number 111111111111111111111111111111111111111111111 CFN 2010R0749834 OR i?k 27478 Ps 3702; (fps) RECORDED 11/04/2010 09:16:3 HARVEY RUVII4, CLERK OF COURT MIAMI —DACE COUNTY r FLORIDA LAST PAGE Space above reserved for use of recording office c� kr - lm1Cr� aye_ Ulf 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 1:4601TrEsOftpagagi4t, Name, address and phone number: 1 HEREBY CERTIFY that inel filed in this office on /KW Section 713.13(1)(a)7., Florida Statutes, 9 8. In addition to himself, Owners designates the fol 713.13(1)(b), Florida Statutes. Name, address and phone number. �rni 1 /��"l ti:i< u r r �'....■ %, ,;trr' . %',): ''itir7_THTI *' !. ;`• s [ 4 % • AL ,L / , D.0 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of XPrepared By A--"Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE Tarforsigoing inslrument was acknowledged before me this By' t n 1 1 t( VilVH ❑ IndividuMy, or ❑ asO for ❑ Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT T SECTION 92.525. 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. )' Authorized Officer/Director/Partner /Manager Prepared By Print Name day of 7 :Dp, 4.. UPI/ _ Signature(s) of Owner(s) or Owner(s)'s Authorized Officer /Director /Partner/Manager who signed ab6p,rrrrnnra • i ® R`0 tt '0 By By 123.01 -62 PAGE 3 3/10 S< NAME: (�, ADDRESS: `" 1 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 STATEMEN DATE: 10 15 On t1e i at) 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 Obi? 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 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. 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial Initial 6414 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 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner- builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not 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 govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http: / /www.myfloridalicense.com /dbpr /pro /cilb /ind/�exx.�httml Initial 064 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 information that I have provided on this disclosure. Initial 00, 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. l \ Was acknowledged before me this day of l 0 , 20 I t By 63 l Y•LLC.,C'r&C &ho was personally known to me or who has Produced there License or as NOTARY 04-8y ' °�missio • • • • • • • • • • • .� MECAWind Version 2.0.3.0 per ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2010 www.mecaenterprises.com Date : 10/21/2010 Project No. . Company Name : J. Belliveau & Associates, Inc Designed By : James Belliveau, P.E. Address Description : Entrance Modifications City Customer Name : Agostini Residence State Proj Location : 9800 N. Miami Ave., Miami Shor File Location: \ \vmware- host \Shared Folders \Documents \Clients \J. Belliveau & Associates \Agostini Residence \WindPressures102010.wnd Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge User Input Data: 146.00 mph II N/A 1.00 9.50 0.11 0.15 0.20 0.20 0.84 : 12 9.09 ft 10.00 ft .00 ft Structure Type Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area = Building = C = No = 0.85 900.00 ft = 1.00 = 0.65 = 500.00 ft = 15.00 ft 4.03 Deg = Gabled = 8.17 ft = 1095.00 ft^ = 21.00 ft Bldg Width Across Ridge= 52.00 ft Main Wind Force Resisting System(MWFRS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg -GCpi = -0.18 • ..• • . 1 Pressure Coefficients in Mind -Force Resisting Systems(Method 2) is Perpendicular to Ridge Leh'. Cp + GCpi(psf) - GCpi(psf) .•••• ▪ eettr 111 ' • •• drop Elev B4 Elev ft ft • -0.28 -0.70 Rz Rat qz psf -16.33 -2.16 -30.52 -16.34 - Windward Wall- Total. Shear Moment +GCpi -GCpi + / -GCpi Kip K -ft 10.00 .00 0.85 1.00 39.37 19.69 33.86 36.02 10.00 .00 0.85 1.00 39.37 19.69 33.86 36.02 .0 .0 7.6 37.8 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' Roof - Dist from Windward Edge 0.0 ft to 4.5 ft 4.5 ft to 9.1 ft 9.1 ft to 18.2 ft 18.2 ft to 52.Oft MWFRS -Wall Pressures Parallel Wall Cp + GCpi(psf) - GCpi(psf) -0.90 -0.90 -0.50 -0.30 to Ridge Cp + GCpi(psf) - 37.21 -37.21 -23.82 - 17.13 - GCpi(psf) -23.03 -23.03 -9.65 _ -2.95 J. Belliveau & Associates, Inc. 6175 NW 153rd Street, #300 Miami Lakes, FL 33014 (305) 362 -2252 COA# 9626 PE# 53324 1 0/ -t ' 1 C Leeward Walls Side Walls -0.50 -0.70 - 23.82 -9.65 - 30.52 -16.34 Top Elev Hot Elev Kz Kzt qz - Windward Wall- Total Shear Moment ft ft psf +GCpi -G'Cpi + / -GCpi Kip K -ft 10.00 .00 0.85 1.00 39.37 19.69 33.86 43.51 .0 .0 10.00 .00 0.85 1.00 39.37 19.69 33.86 43.51 22.6 113.1 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' Roof - Dist from Windward Edge Cp +GCpi(paf) - GCpi(psf) 0.0 ft to 4.5 ft 4.5 ft to 9.1 ft 9.1 ft to 18.2 ft 18.2 ft to 21.0 ft - 0.90 -37.21 -23.03 - 0.90 -37.21 -23.03 - 0.50 -23.82 -9.65 - 0.30 -17.13 -2.95 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P ft ft ft ^2 GCp GCp psf Entrance Windo3nt 3.00 4.00 12.00 4 0.887 -0.977 42.02 9 Entrance_Doox_Glass 1.58 7.00 16.33 4 0.866 -0.956 (4229 13 4.7 Min P psf • • •• • • • •••. • •. • • • • • • • • • • • • • • • • • • . • • •• •• •• • • • • • • • •••.- ••.•.• •. • • •,•, • •4c • •••. • • •..• • • • • • ••.. • • •..• • •..••• • •• • • • J. Belliveau 8 Associates, Inc. 6175 NW 153rd Street, #300 Miami Lakes, FL 33014 (CSO52 A# 96 6 PE# 53324 • • ...... ...... • .• ...... 00000 • • 00000 ...... • .• ...... BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1000 Aluminum Single Hung Window — L.M.L APPROVAL DOCUMENT: Drawing No. W03 -56, titled "Series -1000 Alum. Single Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 07/31/03 with revision F dated 04 /23/08, prepared by Al- Farooq • etorgoration, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control • RI- Vision sump with the Notice of Acceptance number and expiration date by the Miami -Dade County • . Piwauct Control Division. �VIISSIL)� IiVIPACT RATING: Large and Small Missile Impact Resistant 4BELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and "followingsteternent: "Miami -Dade County Product Control Approved" or the Product Control Seal, unless • • .oth'erwiseddtedJrerein. •.RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been • • se changeq applicable building code negatively affecting the performance of this product. • • TERMIjd4TION of this NOA will occur after the expiration date or if there has been a revision or change •; • iixthe mat &rials' use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07- 0928.14 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldinacodeonline.com MIA/14DADE COUNTY APPROVED NOA No. 08-0527.12 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -56, Sheets 1 through 6 of 6, titled "Series -1000 Alum. Single Hung Window (L.M.I.)", dated 07/31/03 with revision F dated 04/23/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 1000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5337, dated 01/25/08, signed and sealed by Michael Wenzel, P. E. (Submitted under previous NOA #07- 0928.14) 2. Test reports on: 1) Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1953, dated 04/25/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05- 0720.01) • • • • • • • • • • • •. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 • • • • • • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 • • • • 3) Water Resistance Test, per FBC, TAS 202 -94 • . ▪ • :.: .... 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 ..... • . • • 5) Large Missile Impact Test, per FBC, TAS 201 -94 • •••• • :. 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 • • • • • •.. along with marked -up drawings and installation diagram of an aluminum single hung • • • • • ▪ • • • • . • . • • • • • • • a s indow, prepared by Hurricane Engineering & Testing, Inc., Test Report No. • •0:• YETI -05 -1448, dated 04/22/05, signed and sealed by Ivonne Ghia, P.E. ...... •••• • • ▪ • • • • •(Submitted under previous NOA #05- 0720.01) • • • • • • 4.: • • "hest reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 • "• • •' • • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3820 dated 06/09/03, signed and sealed by Joseph Chan, P.E (Submitted under previous NOA #03- 0910.03) E -1 Manuel Pe ' .E. Product Control . gam er NOA No. 7.12 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3806 dated 06/09/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 04 /21/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. • •••• 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. • • • • •. • •••• • • fir their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. ': •• STATEMENTS • • 1.: •: •St'atement letter of conformance, dated April 18, 2008, signed and sealed by • • • •.Ntunayoun Farooq, P.E. • • .. • 2.. : :: $ratement letter of no financial interest, dated April 18, 2008, signed and sealed by • • • • • '...iunayoun Farooq, P.E. • • • • 3. • • • • Laboratory compliance letter for Test Report No. FTL -5337, issued by Fenestration • • • • • • • Testing Laboratory, Inc., dated February 13, 2008, signed and sealed by Michael • • • • • : • "Wenzel, P.E. 4. Proposal #07 -3815 issued to ES Windows LLC by BCCO Product Control Division, • dated 12/18/07 signed by Manuel Perez, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0928.14, issued to ES Windows LLC for their Series 1000 Aluminum Single Hung Window — L.M.I., approved on 05/08/08 and expiring on 11/06/08. E -2 Manuel Pere Product Control Ex NOA No. 08-0 -. 2 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 1/8" ANN. GLASS I0' MAX. _ 8" MAX. HEAD /SILL HEAD/SIU. CORNERS .090" INTERLAYER 'DUPONT SENTRYGLS PLUS' 8' MAX. HEAD /SILL CORNERS 1 /8' ANN. GLASS FALSE MUNTINS (SURFACE MAY RE USED SILICONE DOW CORNING 795 0 n // GI.ASS TYPE 'A' 0 1/8' HFAT STREN'D. GLASS 1/8' HEAT STREN'D. GLASS // C1 •/ .090" INIERLAYER 090" INIEWAYER 'DUPONT SENTRYGIAS PLUS' ' DUPONT BUTACITE P1B' 1/8" HEAT STREN•D. GLASS 1/8' HEAT STREN'D. GLASS 1 1 1 1 47 I /8" SIICONE DOW CORNING 795 SLCONE DOW CORNING 795 D.L OPO. 49 15/18" VENT WIDTH o GLASS TYPE 'B' GLASS TYPE 'C' 5/32" HEAT STREN'D. GLASS 5/32' HEAT STREN'D. GLASS .090" INTERLAYER .090" INTERIAYER 'DUPONT BUTACHE PVB' ' DUPONT SENTRYGLAS PLUS' 1/8" HEAT STREN'D. GLASS 1 /8" HEAT STREN'0. GLASS SIUNE SILICONE DOW CORNING 795 DOW CORNING 795 GLASS TYPE 'D' GLASS TYPE 'E' GLAZING OPTIONS TYPICAL ELEVA ON (STD. SILL) 53 1/8° WINDOW WIDTH TYPICAL ELEVATION (HI -RISE SILL) SERIES -1000 ALUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCRY HURRICANE ZONE (HVHZ). • • • • • • • • • • • WOOD BUCKS BY OTHERS. MUST BE ANC�IORED PROIERLY•T=1 _. AN • LOADS TO THE STRUCTURE. • • • • • • • • • • • • • • ANCHORS SHALL BE AS LISTED. SPACED 16•SHOYI•L•OM DETOI$, RO • EMBEDMENT TO BASE MATERIAL SHAD. BE BEYOND WALL DRESSING OR • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOINLBLI STRAWS IS USt ill DG*O OF • ANCHORS INTO WOOD ONLY • • • • • MATERIALS INCLUDING BUT NOT WAITED T• SITEL/MGTAi SCREWS,•IQAT �' e 9 CONTACT WITH OTHER DISSIMILAR MATERIALS SWIM. MEET 1j44 a OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. is GIME WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. WSHUTTERS ARE NOT REQUIRED. Own DN. HLDIAYOUN FAR000 SIRUCIURE9 FIA PE CAN. 3U PRODUCT REVISED as cam pb ngwith the F7artda Biddies Mows = No O : -O Date `C•1,1", • . ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • •••• • • • • • • • • ••0 ••• • • • ••• • • :b40Y(UUD • P,odoct 12 3 drawing no. W03 -56 shoat 1 of 6 ) sheet 2 of 6 ) . EQUAL LITER WINDOWS DESIGN LOAD CAPACITY - PEW (RI -R19E 50.1) WINDOW DD83. STANDARD TOP RAIL HEAVY DUTY TOP RAIL GLUS TYPE 'A' 01155 TYPES '8', 'C', D' & 'S' CUSS TYPES '9'. 'C'.'5' & 'E' WID1H HEIGHT EXT.( +) ANT.( -) EXT.( +) 114( -) EXT.( +) 1NT.( -) 19 -1/8" 28 -1/2' 37' 42' 48' 53 -1/8' 28' (3) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 80.0 800 90.0 70.0 80.0 80.0 904 80.0 80.0 70.0 80.0 80.0 904 80A 90.0 19 -1 /8' 28 -1/2' 37' 42' 49" 53 -1/8' 38 -3/8' (4) 70.0 80.0 80.0 80.0 80.0 904 70.0 80.0 00.0 90.0 80.0 904 70.0 800 80.0 90.0 804 90.0 70.0 80.0 80.0 900 804 90.0 70.0 80.0 804 804 804 90.0 70.0 80.0 80.0 904 80.0 900 19 -1/8 28-1 2' 37'� 42' 49' 53 -1/8' Sr 50 -5/8' 49 700 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 a 90.0 800 900 ' 70.0 804 x80.0 90.0 1 804 910 70.0 00.0 80.0 90.0 804 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 804 80.0 90.0 800 900 19 -1/8' 28 -1/2' l37�'a 42' 49' 53 -1/8' 58' (5) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 00.0 90.0 80.0 90.0 70.0 80.0 810 80.0 80.0 90.0 70.0 80.0 80.0 90.0 800 80A 70.0 80.0 80.0 90.0 ' 80.0 90.0 70.0 80.0 80.0 90.0 80.0 900 18 -1/8' 28-1/2' 37' 42' 49" 53 -1/0' 83' (8) 70.0 80.0 80.0 80.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 800 70.0 80.0 80.0 90.0 804 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 80.0 80.0 90.0 19 -1/8' 28 -1/2' 37' 42' 49' 53 -1/9' or (8) 70.0 80.0 80.0 80.0 80.0 80.0 70.0 80.0 80.0 904 80.0 90.0 70.0 804 80.0 90.0 80.0 90.0 70.0 80.0 80.0 900 804 90.0 70.0 80.0 80.0 904 80.0 80.0 - - - - 804 99.0 19 -1/8' 28 -1/2' 37' 42' 49" 53 -1/8• 74 -1/4' (1) 79.0 80.0 80.0 900 80.0 90.0 70.0 80.0 80.0 904 80.0 90.0 700 80.0 810 80.0 804 90.0 70.0 80.0 80.0 90.0 80.0 80.0 - - - - 800 900 - - - - 804 90.0 19 -1/8" 28 -1/2' 37' 42' 49' - - - - 804 90.0 - - - - 80.0 90.0 80' - - - - two 90.0 h) - - - - 80.o 90.0 - - _ - - 80.0 80.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LINTY EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. SILL. W . UNEQUAL LITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF (H1 -8195 SILL) WINDOW DIMS. STANDARD TOP RAIL HEAVY DUTY TOP RAIL CLASS TYPE 'A' CLASS TYPES '8', 'C, D' & 'E' GLASS TYPES '9', 'C', D' & 'E' WIDTH HEIGHT £XT.( +) 1NT.( -) EXT.(+) 1NT.( -) EXT.( +) 1NT.( -) 18 -1 /8' 28 -1/2' 37' 42' 49' 53 -1/8' 50 -5/8' (5) 70.0 604 800 900 800 50.0 70.0 800 80.0 80.0 80.0 90.0 70.0 804 80.0 90.0 80.0 90.0 70.0 80.0 80.0 904 80.0 90.0 710 80.0 80.0 90.0 80.0 90.0 70.0 74.0 80.0 900 80.0 90.0 19 -1 /8' 28 -1/2' 37' 42' 49" S8' (8) 70.0 80.0 80.0 900 800 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 19 -1/8' 28 -1/2' 3Y 42" Sr (6) 70.0 80.0 80.0 80.0 80.0 80.0 70.0 80.0 80.0 90.0 80.0 900 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 19 -1/8' 28 -1/2' 37' or (8) 70.0 800 80.0 80.0 80.0 99..0 70.0 60.0 80.0 900 80.0 80.0 - - - - 80.0 90.0 19 -1/8' 28 -1/2' 74 -1/4' (7) 70.0 80.0 804 90.0 80.0 900 70.0 80.0 80.0 90.0 80.0 900 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER .8049. LIMIT EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. SILL. • • • STD. IMP RAIL • • • • • • t • • • • • •• •• •ate Y14Y SDT• TO• RAD. • • •• • • • 1 SR. HUWYWIN FAR000 SIRUCIURES FLC 567 i 3 NOTE: GLASS CAPA4RIs 01t THIS EEE ARE ••• • • BASED ON 116TAi E1 j0 -Q/ 4 �f �Et. GISTS) AND FLORIDR B!ILDIIf(! N • • • DECLARATORYSTATEt NT DCA04- DEC•219 • • • ii tn W P11)1.UCY REYISP.D es complying PUS toe Pfoaida Ba14tn;1 Coile Aeccptare No • ; ' 1 •1•2 Eoldm!ne Eats . ZiW. ,. f, m. NbN 0 3 2008 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 00 • • • •• •• 000 • • • 000 • • El m a m 1 1 drawing no. W03 -56 (sheet Sot 6 ) MIAMI —DADE COUNTY APPROVED MULLION & MUUJON ANCHORS SEE SEPARATE NOA u TYPICAL ANCHORS SEE ELEVS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ' co 1/4" TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY ELEV. FOR SP #14 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MUWONS (MIN. THK. = .0901 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED TYPICAL EDGE DISTANT INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4° MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. • • MN1 s 41-1y26 X •8 f8" IIIEEPHOLES AT 4" FROM EACH END • • • lN2� = : —, $' 1p1�1 AT•F(1CH END • • • • • • • •Enw DR. LOA FANODD PRODUCT REVISED STRIXIURES se complying with the SIMI* FlA. PE if 18887 SAWN/ C.A.N. 3331 Ae � No • •.• • •.• • �.u,,.�Date • • • • • • • • • •� • ▪ •• �• JUN 60.3200i. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •. •• ..• • • • ••. • • u ail 3 5W § s drawing no. W03 -56. sheet 4ot 6 ) MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA ITEM / PART / REQD. DESCRIPTION MATERIAL MANF. /SUPPLTER/REMARRS 1 ES1001 -1 1 FRAME HEAD 6083 -T5 - 2 ES1002 -1 1 FRAME SILL (STD.) 8083-75 - 2A ES1101 1 FRAME SIM (HI -RISE) 6083 -T5 - 3 E51003 2 FRAME JAMB 8063-T5 - 4 ES1005 -1 1 FOOD MTG. RAIL 6083 -76 - 5 ES1004 -1 1 STD. VENT TOP RAIL 8053-78 - 5A ES2004 1 HEAVY DUTY VENT TOP RAIL 6083 -76 - 8 ES1008 -1 1 VENT BOTTOM RAIL 61383 -T6 - 7 ES1007 -1 2 VENT SIDE RAIL 6083-15 - a ES1008 -1 AS RQD. GLAZING BEAD 6063-T8 - 9 61009 -1 2/VENT VENT LATCH 0 8• FROM ENDS 8063 -15 - 10 01012 1/LATCH LATCH SPRING ST. STEEL - 11 ES1010 AS READ. GLAZING WEDGE SOFT PVC - 12 /8 x 1• 20 FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 13 01011 2/VENT SASH CAM CELCON - 14 43620 -187 AS READ. PILE W S1RIPPING WEN PLASTIC FIN - AMESBURY 011 EQUIV. 15 43828 -187 AS RECD. PILE W STRIPPING WITH PLASTIC FN - AMESBURY OR EQUIV. 18 - 2/ VENT BLOCK & TACIQE BALANCE SERIES 120 BY BSI 17 - 2/ VENT SPIRAL BALANCE - - 18 01013 -1 2 SASH STOP - - 1S 01505 - FLUSH FRAME ADAPTER 6083-T5 OPTIONAL 20 - 1 5/16• Box SCREEN - OPTIONAL .. .•. • • • • • •. • • • • • • • • • • • • ••� • • �� • •• ••• •• 1 DA. HN111W mow SIRCIIR HA PE 1 / 16 16 657 CAN. 3536 • ••• • • • • • • • • • • • • • • • • •• • . • • • • • • •• PRODUCT amp: DOFl0WR Rolift Cab ace No • • 0610 • JUN If 3 20133 0101 3 1 1 8 b 958; as 1 4 drawing no. W03 -56 ••• • • • • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • TYPIGL ANCHORS SEE ELEV. FOR SPACING MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX SHIM 1/4" SHW UWD -DARE COUNTY APPROVED MULLION TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L OPG. 1/4" MAX. . • • • • • • • •• ••• • • • • • • • • • • • • • • •• • • • •• • • • Acrca� :.� • • • • •• • JUN 0% 2000' • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • •• •• • ••• • • drawing no. W03 -56 (sheet sot 6 0822.33a 429}- L �IjI .718 i13 2.392 • FRAME HEAD Q MEETING RAIL FRAME JAMB ® STD. VENT TOP RAIL 0 VENT LATCH .328 .BW 11 GLAZING WEDGE .803 .082 .837 Q GLAZING BEAD 0 VENT SIDE RAIL Q FRAME SILL (STD.) Q FRAME SILL (HI —RISE) 18 FLUSH FRAME ADAPTER VENT CORNER DETAIL 12 •• ••• • • • • • • • • • • • • FRAME CORNERS DETAIL • • • •.• • •1 • • • • • • • • • • 1 • • • • •• • • • .. • f. • • •. 1 E mow STRUCTURES FlA. CA.N PE 18557 • PRODUCT REVISED •scemplyyla8IHkUmPt1 k4 No I; 4 ✓ tore !1•rdIV • u' z �j` 0 OHIO 1 HI a 2 n 1 drawing no. W03 -56 sheet 6 of 6 ) • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • • ••• • • • • • ,Oct.: 1. 2010 11:39AM pack to Quote Date: 09/30/2010 Project #: Customer Name: Customer Phone: Customer Address: Line Item Frame Size LOWE'S HOME CENTERS, INC. #2254 1650 WEST 37TH STREET HIALEAH, FL 33012 USA (305) 820.4192 308600550 GISEI t .E AGOSTINI (786) 246 -3711 9800 N MIAMI AVE. MIAMI SHORES, FL 33150 USA 0001 Manufa d Size - 65 1/4" W x 81 /8" H • • .. .. • .. • • .. • • .. • .. .... • • .... • • • :. .... • • • • .. • • • Description: door Product Code Descr' tion er: Reiiabilt by Masonite Division : M roduct : Doors ype : Entry/Exterior ax Credit Product : No (Standard Product) Configuration : Single Unit w 2 Sidelites nit Construction : Attached (Boxed) Material Type ; Hurricane Zone Fiberglass Uoor Iviaterial ; Smooth Fiberglass, iFinish : Untinishe — oor with Glass : No boor Style : 6 Panel ISidelight Style : Full Lite Sidelight Glass Family : Clear lass Type : Hurricane Low -E Handing ; Left Outswing ill Style : Mill Finish 'delight Width :12" amb Spreaders ; No !Slab Width : 36" !Rough Opening Width : 65 1/4" Height Type : Standard S1ab Height : 79" ough Opening Height : 811/8" amb Finish : Unfinished Tamb : Primed Jamb Size : 4 9/16" rickmould : Yes (Ship Loose) eep sight : No Hinge Type : Mill Finish ore ; Double No. 0516 P. 1 Unit Price Quantity Total Price roduct A royal Nu er : ead Time : 28 1 ays $1,603.00 • yOc t.' 1. 2010 11:39AM No, 0516 P. 2 BCIS Home I Log In I User Registration I Hot Topics: Submit Surcharge: Stets & Facts' Publications; FBC • • 0000 • • 0000 • • • • • .. .. • 000* .. 0 • • • • 0000 .00. • Product Approval USER: Pubic User Product Approval Menu > Product or Apniication Search > Application List > Application Detail FL 11 Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone/Email Authorized Signature Technical Representative Address / Phone/Email Qdltiiy Assurance Representative Address /Phone /Entail .. • . category gategory • • ▪ t npliance Metliod •••••• • .. Certiftation Agency Validated By Referenced Standard and Year (of Standard) FL4334 -R4 Revision 2007 Approved r Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441 -4258 sschreiber@masonlie.com Steve Schreiber sschreibercmasanite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 . ,Oct: 1. 2010 11:40AM •••• • • • • •••• • • • • • • • • • • • • • • • •• • • • • •••• • •• • • • • • • •• • • • • •••• • • • • • •••• • • • • • • Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products No. 0516 P. 3 Method 1 Option A 12/23/2008 12/29 /2008 01/05/2009 02/03/2009 FL # Model, Number or Name Description 4334.1 Fiberglass Side - hinged Door Units - Impact Rated 6' -8" Opaque WS and 0/5 Single Do Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.01-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code induding the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, doe not exceed the design pressures listed. 3' -0" x 6' -8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG- MA- FLO120 -05 for additional information. Certification Agency Certificate FL4334_R4_C_CAC_NI005930 -R7 Quality Assurance Contract Expir 12/31/2010 Installation Instructions FL4334_R4_II_FL4334 6_8 0paau Verified By: National Accreditation Created by Independent Third Part' Evaluation Reports Created by Independent Third Part 4, i4.2 • • Fiberglass Slde- hinged Door Units - Impact Rated 8' -0" Opaque I/S and 0/S Single Do Limas of Use 4roved for use in HVHZ: Yes droved for use outside HVHZ: Yes Mkt Resistant: Yes Iletign Pressure: +70.01 -70.0 Met: Evaluated for use In locations adhering to the Florida Building C8??induding the High Velocity Hurricane Zone, and where pressure rhilif'ifements as determined by ASCE 7, Minimum Design Loads for P.IIItilpgs and Other Structures, does not exceed the design pressures listed' 3' 4' x 8' -0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG- MA- FLO121 -05 for additional information. Certification Agency Certificate FL4334_R4..C_CAC_NI005930 -R7 Quality Assurance Contract Expit 12/31/2010 Installation Instructions FL4334 R4 II FL4334 8, 0 0oaat Verified By: National Accreditation . Created by Independent Third Parr Evaluation Reports Created by Independent Third Part 8' -0" Opaque 0/5 Door w/ or w/o 51' Fiberglass Side - hinged Door Units - Impact Rated 4334.3 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.01-50.5 Other: Evaluated for use in locations adhering to the Florida Building Certification Agency Certificate FL4334_R4_C_CAC_N1005930 -R7 Quality Assurance Contract Expit 12/31/2010 installation Instructions FL4334 ' , II FL4334 8 0 Ooaou, .aOct, 1. 2010 11:40AM ••.. • • • • •••• • • • • • • • • • • • • • • • • •• • • • ...• •• • • • .• • e••• • • •.•• • • • • • • • • No. 0516 P. 4 Code including the High Velocity requirements as determined Buildings and Other Structures, listed. 12'-0" x 8'0 max nominal NOT required. See anchor detail information. Hurricane Zone, and where pressure by ASCE 7, Minimum Design Loads for does not exceed the design pressures size. Hurricane protective system is DWG- MA- FLO121 -05 for additional Verified By; National Accreditation Created by independent Third Part Evaluation Reports Created by Independent Third Pan' 4334.4 Fiberglass Side - hinged Door Units - Impact Rated 8' -0° Opaque I/5 Door w/ or w/o Sid Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.51-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-O" x 8' -0° max nominal size. Hurricane protective system is NOT required. See anchor detail DWG- MA- FLO121 -05 for additional information. Certification Agency Certificate FL4334J 4..C_CAC_Nt005930 -R7 Quality Assurance Contract Expii 12/31/2010 Installation Instructions FL4334_t4_II_FL4334 8_0 Onaau Verified By: National Accreditation , Created by Independent Third Part Evaluation Reports Created by independent Third Part 4334.5 Approved for use in HVHZ; Approved for use outside Impact Resistant: Yes Design Pressure: +55.01-50.5 Other: Evaluated for use in locations Code including the High Velocity requirements as determined by Buildings and Other Structures. listed. 12' -0" x 6' -8" max nominal NOT required. See anchor detail information. Fiberglass Side - hinged Door Units - Impact Rated Yes HVHZ: Yes adhering to the Florida Building Hurricane Zone, and where pressure ASCE 7, Minimum Design Loads for does not exceed the design pressures size. Hurricane protective system is DWG- MA- FLO120 -05 for additional 6' -8° Opaque O/S Door w/ or w/o Si. Certification Agency Certificate FL4334_R4,. C_CAC_NI005930 -R7 Quality Assurance Contract Expii 12/31/2010 Installation instructions FL4334 R4 JI_FL4334 6 8 Ooanu Verified By: National Accreditation . Created by Independent Third Part Evaluation Reports Created by independent Third Part 433.6 • • Fiberglass Side - hinged Door Units - Impact Rated 6' -8" Opaque 1/5 Door w/ or w/o Sid • Unfits of Use • •itilitroved for use in HVHZ: Yes • 1yoved for use outside HVHZ: Yes 1fhpact Resistant: Yes • * 'tan Pressure: +50.5/ -50,5 • • trifler: Evaluated for use in locations adhering to the Florida Building Cedt;inciuding the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimunt Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12' -0° x 6' -8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG- MA- FL0120 -05 for additional information. Certification Agency Certificate Ft_ gal 4 C SALIZIA9 Q-R7 Quality Assurance Contract Expii 12/31/2010 installation Instructions FL4334_R4. jI,FL4334 6_8 Opaqu Verified By: National Accreditation Created by Independent Third Part Evaluation Reports Created by Independent Third Part 4334.7 Fiberglass Side - hinged Door Units - Impact 8' -0" Glazed I/5 and 0/5 Door w/ or Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0 /-50.0 Certification Agency Certificate FL4334_R4_C_CAC_N1005930 -R7 Quality Assurance Contract Expii 12/31/2010 Installation Instructions • • • • • • • • • • • ',Oc t: 1. 2010 11: 40AM •••• • • • • • • • •• • • • • • •••• Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads For Buildings and Other Structures, does not exceed the design pressures listed. 12' -0" x 8' -0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG- MA- FL0123-05 for additional information. No. 0516 P. 5 FL4334 R4 1I FL4334 8 0 Glazed Verified By: National Accreditation Created by Independent Third Part Evaluation Reports Created by Independent Third Pam 4334.8 Fiberglass Side- hinged Door Units - Impact 6'-8" Glazed I/S and O/S Door w/ or Rated Limits of Use Approved for use in HVHZ: Yes Approved For use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60. 01-60.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures t sted.12' -0" x 6' -8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-R.0122-05 for additional information. Certification Agency Certificate F14334 R4 C CAC N1005930 -Fti Quality Assurance Contract Expia 12/31/2010 Installation Instructions FL4334_R4_II_FL4334 6_8 Glazed Verified By: National Accreditation Created by Independent Third Part Evaluation Reports Created by Independent Third Part • •• • • • • • • • • • • •• •• •• • • • • • •• • • • • • • • • •••• • •••• • • • • •• • • • Backl 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 A 2000 -2010 The Slate of Florida, All rights reserved, Privacy Statement I Copyright Statement 1 Accessibility Statement I PIue -in Software I Customer Se Product Approval Accepts: NAMI NOTICE OF PRODUCT LINE CERTIFICATION Certification No.: Date: Revision Date: Certification Program: Company: Code: NI005930 -R7 -Page 1 02/17/2005 12/17/2008 Structural Masonite International M -703 -1 The `Notice of Product Line Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product his certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at www.NAMICertification.com. Please review, and advise NAMI immediately if data, as shown requires corrections. Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Product Line: Masonite Fiberglass Side - Rinsed Door Units Test Report: NCTL -210- 3102 - 1/210- 3105 - 1/210- 3107 - 1/210 - 3108 -1 Section 1: General Description of the Products and Systems under this Certification .... • • • • • 14 • • •Frame: The frame jambs consist of finger jointed pine with all corners ▪ • coped, butted, and sealed using three 2" long wire staples (.04375"). • ▪ l.Z . Mullion Construction: Where used, each mullion constructed of ; aminated lumber and attached to the header and threshold with three #10 • • It 3" Philips Flat Head Wood Screws. . • • .. 13' • • • Glazing: Where used, the overall impact rated laminated glass was glazed • • • • • • into an extruded aluminum frame. Consisted of 0.124"Annealed- • • 0.090"PVB -0. 124 "Annealed- Decorative Insert-0.124" Tempered Glass/ or • • • 0. 124 "Annealed- 0.090PVB- 0.124 "Annealed - 0.124 "Tempered Glass with • '. • aluminum or butyl spacer • • 1.4 Door Leaf Construction: Each door leaf was constructed) from 0.075" thick reinforced fiberglass composite material. Top rail and stiles constructed from wood, with or without composite edge band. • .. • • • National Accreditation & Management Institute, Inc. 11870 Merchants Walk Suite 202 Newport News, VA 23606 TEL(757) 594.8658 FAX(757)594 -8659 Certification No.: NI005930 -Page 2 Revision Date: 12/17/2008 Section 2: Registered Suppliers 2.1 Door Lites: ODL or Specialty 2.2 Astragal: Endura Ultimate Section 3: Additional Supportive Test or Acceptance Data Provided with Certification Documentation included: 3.1 Fiberglass Reinforced Composite (Including raw composite, painted composite and stained and top coated composite- Tested for Tensile & Elongation Properties per ASTM D638, both before and after weathering for 4500 hours per ASTM G26 Xenon Arc Method 1. Test performed by Universal Laboratory, Inc. -Test Report 27009/27009- A127009 -B. 3.2 Skin material tested to ASTM D635, ASTM D2843 and ASTM D1929 And conditioned for not less than 40 hours per ASTM D618. "Rate of Burn, Self Ignition Temperature and Smoke Density Tests" to Fiberglass Skin conducted by ETC Laboratories, Test Report ETC - 98- 417 - 7139.0. 3.3 Miami -Dade Building Code Compliance Notice of Acceptance for Solutia Interlayers, NOA No.: 08- 0206.01. 3.4 Surface Burning Characteristics for Foam Famed Door performed by Omega Point Laboratories to ASTM E84 -98, "Standard Test Method for Surface Burning Characteristics of Building Materials- Report No. 15977- 104313. 3.5 ASTM E1300 Glass Load Resistance Report provided by National Certified Testing Laboratories, NCTL - 110 - 9624 -1. • , , , • • ' • 3.16 • Anchor Calculations for: (Revised Section 04/26/05) • • • • • Anchor Performance Calculation Report-Performed by Harold E. • • Rupp, P.E. (Florida No. 15935.) • 3iY • • • National Accreditation & Management Institute W-1362/W-1416 • • • • • • .. • • • •••• •• • • • • • •• • • ••• • • • • • •••• • • • •. .• • • •••• •••• • • •• • • • • • See additional Pages of Certification for Certified Product Line Matrix(s) and Installation Details. If you have any questions regarding this certification, please contact NAMI at (757)594-8658. National Accreditation & Management Institute, Inc. 11879 Merchants walk Suite 202 - Newport News, VA 23606 TEL(757) 594.8658 FAX(757)594 -8659 • . ... • • • .•. •' ' E OF PRODUCT CERTIFICATION • • • • • • ... • . • • •.. . . . • ••• Company: Masonite Interpational Corporation • • 1955 Pawls Rtgld ; • ' ; • .• • • • • • • West Chicago,3L :60185 • • • • • • • • • • ••. • ... • • .•• • Certification No.: Certification Date: Expiration Date: Revision Date: NI005930 -R7 -Page 3 02/17/2005 12/31/2010 12/17/2008 Product: Fiberglass ImpieteRfteld Nacre Inswin0 or Outswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame unless noted) • • • • • Amplifickions Tested To: TAS 201/202/203 -94 /ASTM E330 The "Nodes of Product Certification" is only valid ff theYAIWI Certiifeation Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable speelficadon and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configaration I oor� Ontswing Glazed Opaque Maximum Size Pressure Pos/Neg IMm�ac@t p Rated Drawing Report Number wing Number & Comments X Single US Opaque 3'0" x 6'8" +70/ -70 Yes NCTL- 210.3102 -1 Maximum Panel Size: 31'0" x 6'8" Installation Detail -MA FL0120 -05 X Single O/S Opaque 3'0" x 6'8" +70/ -70 Yes NCTL410- 3102 -1 Maximum Panel Size: 3'0" x 6'8" Installation Detail-MA FLAI20-05 XX Double US Opaque 6'0" x 6'8" +50.5/ -50.5 Yes NCTL-210- 3102 -1 Maximum Panel Size: 3'0" x 61" Installation Detail- MA- FLA120 -05 XX Double O/S Opaque 6'0" x 6'8" +55/ -50.5 Yes NCTL -210- 3102 -I 1 Maximum Panel Size: 3'0" x 6'8" Installation Detail- MA- FLOI20.05 XO/OX Single w /Sidelite IIS Opaque Door Glazed Sidelite 6'0" x 6'8" +50.5/ -50.5 Door -Yes Sidelite -Yes NCTLJ.210- 3102-I Maximum Panel sip 3'0" x 6'8" Installation Detail MA- FLA120 -05 XO/OX Single w/Sidelites O/S Opaque Door Glazed Sidelite 6'0" x 6'8" +55/ -505 Door -Yes Sidelite -Yes NCTL -210- 3102 -I FL -0120 OXO Single w/Sidelites US Opaque Door Glazed Sidelites 9'0" x 6'8" +50.5 / -50.5 Door -Yes Sidelites -Yes NCTL.210- 3102 -I im= Panel Size: 3'0" x 6'8" Installation Detail -MA FIA120-05 OXO Single w /Sidelites 0/S Opaque Door Glazed Sidelites 9'0" x 6'8" +55/ -50.5 Door-Yes Sidelites -Yes NCTL -210- 3102-1 Maximum Panel size: 3'0" x 61" Installation Detail- MA- FLA120-05 OXXO Double w /Sidelites US Opaque Doors Glazed Sidelites 12'4" x 6'8" +50.5 / -50.5 Doors -Yes Sidelites Yes NCTL -210- 3102 -I Maximum Panel Size: 3'0" x 6'8" Installation Detail- MA- FLOI20-05 OXXO Double w /Sidelites 0/S Opaque Doors Glazed Sidelites 12'4" x 6'8" +55/ -50.5 Doors -Yes Sidelites -Yes NCIL -210- 3102 -1 Maximum Pan: 31" x 6'8" Installation si- A- F1A120-05 National Accreditation & Management Institute, Inc./11870 Merchants Walk Suite 202/N Tel-757.5948658/Fax-757.5948659 NAMI AUTHORIZED SIGNATURE: i'•*; •1NOttt1 OF PRODUCT CERTIFICATION • • • • . • ... • . • • • .•. Company: Masonite International Corporation 1955 Powis Reid •. • •' • •" •: ••• West Chicago, I.: 611$5. •' • • ••• • ••• • •.• • Certification No.: Certification Date: Expiration Date: Revision Date: NI005930 -R7 -Page 4 • 02/17/2005 12/31/2010 12/17/2008 Product: Fiberglass Impaat.Ratad Qpaque laving gr Outswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame unless noted) • • :.: : : 5pa'caiflcitions Tested To: TAS 201/202/203- 94/ASTM E330 . • The "Notice of Product Certification" is only valid iftheNAM1 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.Namlcertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure PoslNeg Missile Impact Rated Test Report Number Drawing Number & Comments X US Opaque 3'0" x 8'0" +70/ -70 Yes NCTL-210-3102-1 Maximum Panel Size: 3'0" x 8'0" Single Anchor Detail -MA FLOI21 -05 X O/S Opaque 3'0" x 8'0" +70 /-70 Yes NCIL.210- 3102 -1 Single Maximuun Panel Size: 3'0" x 8'0" Anchor Detail- MA- FL0121 -05 XX 1/S Opaque 6'0" x 8'0" +50.5/ -50.5 Yes NCTL -210- 3102 -1 Double Maximum Panel Size: 3'0" x 8'0" Anchor Detail- MA- FL0121 -OS XX O/S Opaque 6'0" x 8'0" +55/ -50.5 Yes NCTL- 210 - 3102 -1 Double Maximum Panel Size: 3'0" x 8'0" Anchor Detail -MA FIA121 -05 XO /OX Single w/Sidelite I/S Opaque Door Glazed Sidelite 6'0" x 8'0" +50.5/ -50.5 Door -Yes Sidelite -Yes Maximum 0 Size: -31�0� x 8'(r Anchor - MA- FLO121 -0S XO /OX O/S Opaque Door 6'0" x 8'0" +551 -50.5 Door -Yes NCTL-210-3102-1 Single w /Sidelites Glazed Sidelite Sidelite -Yes Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-P10121-05 OXO US Opaque Door 9'0" x 8'0" +50.5/ -50.5 Door -Yes NCTL-210- 3102 -1 Single w /Sidelites Glazed Sidelites Sidelites -Yes Panel sloe: 1 O Anchor Detail- FLL,OI 21 -0S 01 OXO O/S Opaque Door 9'0" x 8'0" +55/ -50.5 Door -Yes NCTL-210-3102-1 Single w /Sidelites Glazed Sidelites Sidelites Yes Anchor Panel Size: L01 1 O0" Anchor Detail- MA- FLOIZI -0s OXXO US Opaque Doors 12'4" x 8'0" +50.5/ -50.5 Doors -Yes NCTL•210- 3102 -1 Double w /Sidelites Glazed Sidelites Sidelites -Yes Maxinmm Panel Size: 3'O" x 8'0" Anchor Detail-MA-FLO121-O5 OXXO 0/S Opaque Doors 12'4" x 8'0" +551 -50.5 Doors -Yes NCTL•210- 3102 -1 Double w /Sidelites Glazed Sidelites Sidelites -Yes Maximum Panel Size: 3ro" x 8'0" Anchor DetaibbMA- FLO121 -05 ational Accreditation & Management Institute, Inc./11870 Merchants Walk Suite 202/Newport N Tel-757.594.8658/Fax-757.594.8659 NAMI AUTHORIZED SIGNATURE: 606 i'•'; ... ... • riTitE:OF PRODUCT CERTIFICATION • • • • . ... • ....... • .•. Company: Masonite International Corporation 1955 Powis Rood • • • • $ .. West Chicago,¢ 1485 • • • • • • • • ... • ... • ... • Certification No.: Certification Date: Expiration Date: Revision Date: NI005930 -R7 -Page 5 02/17/2005 12/31/2010 12/17/2008 Product Fiberglass Impaatdtsted Glazed Inswing vs Outswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame unless noted) • • • • • • Speci$eations Tested To: TAS 201/202/203 -94 /ASTM E330 The "Notice of Product Certification" is only valid valid the the 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.Namicertification.com,. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Missile Impact Rated Test Report Number Drawing Number & Comments X Single l/S Glazed 3'0" x 6'8" +60/ -60 Yes NM-210- 3108 -1 Maximum Panel Size: 3'0" x 6'8" Anchor De ail- MA- FIA122 -05 X Single O/S Glazed 3'0" x 6'8" +60/-60 Yes NCTL -210- 3108 -1 Maximum Panel Size: 3'0" x 6'8" Anchor Detail- MA- FL0122 -05 XX Double VS Glazed 6'0" x 6'8" +60/ -60 Yes NC L -210. 3108 -1 Maximum Panel Size: 3'0" x 6'8" Anchor Dein7-MA FL0122-05 XX Double O/S Glazed 6'0" x 6'8" +60/ -60 Yes NcTL-210- 3108 -1 Maximum Panel Size: 3'0" x 6'8" Anchor Details- MA- FLO122-05 XO /OX Single wlSidelite 1/S Glazed Door Glazed Sidelite 6'0" x 6'8" +60/-60 Door -Yes Sidelite -Yes NCCI.210- 3108 -1 Maximum Panel Size: 3'0" x 61" Anchor Detail -MA FL0122 -05 XO /OX Single w /Sidelites O/S Glazed Door Glazed Sidelite 6'0" x 6'8" +60/ -60 Door Yes Sidelite -Yes NCTL.210- 3108 -1 Maximum Panel Size: 3'0" x 6'8" Anchor Detag- MA- RJ3122 -05 OXO Single w /Sidelites 1/S Glazed Door Glazed Sidelites 9'0" x 6'8" +60 /-60 Door -Yes Sidelites-Yes NCrL -210. 3108 -1 Maximum Panel Size: 3'0" x 61" Anchor Detail- MA -FLA 122 -0S OXO Single w /Sidelites O/S Glazed Door Glazed Sidelites 9'0" x 6'8" +601-60 Door -Yes Sidelites -Yes NCrL -210- 3108 -1 Maximum Panel Size: 3'0" x 6'8" Anchor Detail- MA- FLA122 -05 OXXO Double w /Sidelites 1/S Glazed Doors Glazed Sidelites 12'6" x 6'8" +60/ -60 Doors -Yes Sidelites -Yes NCfL.210- 3108 -1 Maxim Panel Size: 3'0" x 61" Anchor Detail- MA- FL0122 -05 OXXO Double w /Sidelites O/S Glazed Doors Glazed Sidelites 12'6" x 6'8" +601 -60 Doors -Yes Sidelites -Yes NCTG210- 3108 -1 Maximum Panelize: 3'0" x 6'8" Anchor D MA- FLO122-05 National Accreditation & Management Institute, Inc./11870 Merchants Walk Suite 202/Newpo Tel-757.594.8658/Fax-757.594.8659 NAMI AUTHORIZED SIGNATURE: A 23606 • • ••• • • • ••• • •' ;I'ICE:OF PRODUCT CERTIFICATION, • • • ••• • • 1 ••• e • • • •.. Company: Masonite Inttattu Cerrration • 1955 Powis Ro$d • • • • • • • • • • • West Chicagd,ht 60185. • • • • • • • Certification No.: Certification Date: Expiration Date: Revision Date: N1005930 -R7 -Page 6 02/17/2005 12/31/2010 12/17/2008 •. . . . :•• •.• .• Product Fiberglass Impact•R4ted !Apr! newing er Outswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame unless noted) .. .. • SPe011rptipps Tested To: TAS 20112021203 -94 /ASTM E330 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.Namtcerdffcatlon.eom. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Missile Impact Rated Test Report Number Drawing Number & Comments X Single US Glazed 3'0" x 8'0" +501-50 Yes NCFL-210 -31071 Maximum Panel Size: 3'0" x 8'0" Anchor Detail- MA- FL0123 -05 X Single O/S Glazed 3'0" x 8'0" +50 / -50 Yes NCTL- 210 - 3107 -I Maximum Panel Size: 3'0" x 8'0" Anchor Detaf'1- MA- FL0123-05 XX Double its Glazed 6'0" x 8'0" +50/ -50 Yes NC L -210- 3107-1 Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA FL0123 -05 XX Double OIS Glazed 6'0" x 8'0" +501-50 Yes NCFL-210- 3107 -1 Maximum Panel Sae: 3'0" x B'0" Anchor Detail- MA- FLOI23-O5 XO/OX Single w /Sidelite US Glazed Door Glazed Sidelite 6'0" x 8'0" +501 -50 Door -Yes Sidelite -Yes NCTL-210-3107-1 Maximum Panel Size: 3'O x 8'0" Anchor Detail -MA FL0123.05 XO /OX Single w/Sidelites OS r Glazed Door Glazed Sidelite 6'0" x 8'0" +50/ -50 Door -Yes Sidelite -Yes NCTL- 210 - 3107 -I Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FL0123-05 OXO Single w /Sidelites US Glazed Door Glazed Sidelites 9'0" x 8'0" +50/ -50 Door -Yes Sidelites-Yes NC L-2I0- 3107 -1 Maximum Panel Size: 3'0" x 8'0" Anchor Detail- MA- FL0123 -05 OXO Single w/Sidelites 0/5 Glazed Door Glazed Sidelites 9'0" x 8'0" +50/ -50 Door -Yes Sidelites -Yes NCTL-210-3107-1 Maximum Pane! Si= 3'0" x 8'0" Anchor Detail-MA-F111123-05 OXXO Double w /Sidelites 1/S Glazed Doors Glazed Sidelites 12'6" x 8'0" +50/ -50 Doors -Yes Sidelites -Yes NCTir210- 3107 -I Maxinmm Panel Size: 3ro" x 8'0" Anchor Detail- MA- FL0123 -05 OXXO Double w/Sidelites 0/S Glazed Doors Glazed Sidelites 12'6" x 8'0" +501-50 Doors -Yes Sidelites -Yes Sidelites-Yes NC L-210- 3107 -1 Panel Si '0" x 8'0" Anchor Detail - FLOI23 -o5 National Accreditation & Management Institute, Inc./11870 Merchants Wallc Suite 202/Newport Te1- 757.594.8658/Fax- 757.594.8659 NAMI AUTHORIZED SIGNATURE: HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6' -8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES USTEO. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUIItH8). 3. POLYURETHANE COIF FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 80 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNRION TEMP ASTM D1929 803 7 > 850 7 RATE OF BURNING ASTM D835 0.79 IN /MIN (C -1) SMOKE DENSITY ASTM 02843 48.97. TENSILE STRENGTH* ASTM 0838 -7.35 DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 111111 00 00 • 0 7 7 SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHOR LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS • 00 SIN F DOOR 1 IT WITH SIDELITE •i DOUBLE DOOR UNIT W /SIDEUTES MIT Atreui®to*AU R Na: N eite 34z-R1- llatdk 09t8R I z/ 17. e8 uu SING DOOR UNIT SINGLE DOOG MIT UQEEM • • • ' D9SAtE D00R UNIT W /SIDEUTES • • • • • WITH SIDELITE • • DESIGN PRESSURE RATING 20.5° MAX -- D.L.O. 149° MAX. OVERALL 36.375° MAX. I PANEL WIDTH W /BRAG r_ FRAME WIDTH 37.5" MAX. FRAME WIDTH OUTSWING INSWING OUTSWING OUTSWING" X ._, .--, .-- o +19.0 -19.0 O ,_. , . , +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 OX • XO 75 m W gO In g -1 '7IMEICI' - IC r,CII5711- "r.. 0 0 . •i DOUBLE DOOR UNIT W /SIDEUTES MIT Atreui®to*AU R Na: N eite 34z-R1- llatdk 09t8R I z/ 17. e8 uu SING DOOR UNIT SINGLE DOOG MIT UQEEM • • • ' D9SAtE D00R UNIT W /SIDEUTES • • • • • WITH SIDELITE • • • • •• • • * )4 h Iar, THfes old 0 es t • •• • • • ra: to N CI 03 � W0 O0 y A In A (11 rn 3 cn m CO 0 0 G9 .) U C7 0 M ot 1L W O U O Z Z 0 [We 2/11/05 SCALE: N.T.S. twa. ett SWS CHIC BY: OPA•RG NO.: DWG- MA- FLO120 -05 sHEEr 1 ov 3 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN PRESSURE RATING WHEM,14ATER_ EFIL 'IION•PSRFOIIIMAPICE IS • REQDIRED TOM 15 OF DESIGN 412R25SUR! CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING" X 37.5" +70.0 / -70.0 +70.0 / -70.0 +19.0 -19.0 +70.0 / -70.0 +70.0 / -70.0 XX 74" +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 OX • XO 75 Ei1 7 EME1AMIENCIFINL a7 '7IMEICI' - IC r,CII5711- "r.. 0 0 112.5iICE14111MIM1110EF°CIACIa&i OXXO 1'9' INETIEWACKEIIISIMINIZEEKLfI'SZ'ICI'I7RrgMd7.1 -50. • • •• • • * )4 h Iar, THfes old 0 es t • •• • • • ra: to N CI 03 � W0 O0 y A In A (11 rn 3 cn m CO 0 0 G9 .) U C7 0 M ot 1L W O U O Z Z 0 [We 2/11/05 SCALE: N.T.S. twa. ett SWS CHIC BY: OPA•RG NO.: DWG- MA- FLO120 -05 sHEEr 1 ov 3 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE DETAIL "C" 3-1 B° SEE DETAIL 3° 3 — 6" 3° —i 1— 3 3° SEE DETAIL °F° 3" DETAIL "D" 1.375° INSWING THRESHOLD #10 x 2" #10 x 5/8" #10 x 5/8" #10 x 2" 0.962 °+ DETAIL "C" OUTSWING THRESHOLQ #10 x 3/4" #10 x 3/4" 1 1.75° bibs riff 1 047" SEE DETAIL D° e 8 x 2 -1/2" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. T HIGH DAM 0/S THRESHOLD 0.124" ANNEALED 0.090• SAFLEX 919 0.124" •EALIVD• • • • • • ALUIANUM 01 BUTYL L • • • ACE�1 SEE DETAIL °C" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DECORATIVE INSERT (OPTIONAL) .0124" TEMP. • •• • • • • • • • •( 1 -1/2" PH5 • OORwE05UAL d a„1 OR E0�. • • • •• • TYF LA ZMV •• •• • • •• • • • • • •• kikeStokINAV 0. Iit E 0 N Q app`' z z ¢¢ <1-0 O U N 0 < O O p 0 W a U O1< 0 Z 1 0 U2 DATE: 2/11/05 scxe n1.T.s. ST: SWS CHI. BY DRAMNO NO.: DWG—MA—R.0120-05 SHEEr OF 3 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • f • ••• • • • ••• • • • • • • • • • •• •• • • J. . 1 6" 6° O r 6° — g• " 8° 3" "''� 6" I� � Y 4, xW - 3" 1 6 I CA 3° SEE DETAIL °F° 3" DETAIL "D" 1.375° INSWING THRESHOLD #10 x 2" #10 x 5/8" #10 x 5/8" #10 x 2" 0.962 °+ DETAIL "C" OUTSWING THRESHOLQ #10 x 3/4" #10 x 3/4" 1 1.75° bibs riff 1 047" SEE DETAIL D° e 8 x 2 -1/2" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. T HIGH DAM 0/S THRESHOLD 0.124" ANNEALED 0.090• SAFLEX 919 0.124" •EALIVD• • • • • • ALUIANUM 01 BUTYL L • • • ACE�1 SEE DETAIL °C" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DECORATIVE INSERT (OPTIONAL) .0124" TEMP. • •• • • • • • • • •( 1 -1/2" PH5 • OORwE05UAL d a„1 OR E0�. • • • •• • TYF LA ZMV •• •• • • •• • • • • • •• kikeStokINAV 0. Iit E 0 N Q app`' z z ¢¢ <1-0 O U N 0 < O O p 0 W a U O1< 0 Z 1 0 U2 DATE: 2/11/05 scxe n1.T.s. ST: SWS CHI. BY DRAMNO NO.: DWG—MA—R.0120-05 SHEEr OF 3 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • f • ••• • • • ••• • • • • • • • • • •• •• • • SEE DETAIL "C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE (FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. MIR 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI /AF &PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1 -1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1 -1/4 ". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL ANCHOR INSTALLATION 4 -9/16" MIN JAMB HARDWARE SCHEDULE 1. KWIKSET MAXIMUM SECURITY SERIES GRADE 2 CYUNDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5 -1/2" CENTERUNE. 2. 4" X 4" FULL MORTISE BUTT HINGES. _ I II— 8° p I f 8° p I I I 4 MORE EQUALLY SPACED 6, n g° III °8.... — 8° g• 3 °, HARDWARE SCHEDULE 1. KWIKSET MAXIMUM SECURITY SERIES GRADE 2 CYUNDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5 -1/2" CENTERUNE. 2. 4" X 4" FULL MORTISE BUTT HINGES. • • • • • • • •• • • •• ••• •• • • • •• • • • • • • • • • • ••• • • • •• • • ••• • • • • • • • •• • • • • •• • Min* WW1 ibiE n! zzIeiel1Va7fIao -2'4. �p DateN es • ••• • • • • • • • • • • • • •• • • a0 g cc 2,00 ce Q �Z U EEEE 6 f 0. a � K 0 N Z 0 rn W 0 U 0 LL N o� N k W 0 0 co 0z z 0 DATE: 2/ 1/05 SCALE: N.T.S. OttlG. 6Y: SWS C AL Br: ORAri1NO NO.: OWG- MA- FlAl2O -OS sxEEr 3 OF .3 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• • • • • • •• • • •••. • • • • • •• • • • • .•• •• • • • • • • •• • ACOST\ RESIJE\CE 9800 N. MIAMI AVENUE MIAMI SHORES, FLORIDA 33150 Miami Shores Village APPROVED BY DATE DEPT V Z6 -Z4 •ta BLDG DEPT SUfiJFCT TO COMRUANCE WITH Al FEDERAL STATE AND COUNTY RULES AND REGULATIONS • •• • • • • • • • • • • ••• • • •TABLE OF CONTENTS •••• • • •••• 1. COVER SHEET • •••• a EXISTING FLOOR PLAN, PROPOSED FLOOR PLAN, • • •••• • • •• • • • SECTION, ELEVETIONS AND NOTES ELEVETION, DOOR AND WINDOW SCHEDULE PROJECT LOCATION LOT -21 LOT -22 ONE STO CBS BUILD No. 9800 LOT- LOT-8 LOT -2 LOT -1 W 3 N NORTH MIAMI AVENUE LOCATION MAP N.T.S. LEGAL DESCRIPTION LOT 4 AND THE SOUTH 20 FEET OF LOT 3, BLOCK 128, OF "MIAMI SHORES SECTION NO. 8", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, AT PAGE 39, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. FLOOD INFORMATION FLOOD ZONE: C SCOPE OF WORK - REMOVE EXISTING ENTRANCE DOOR. - REMOVE EXISTING ALUMINUM WINDOW. - PATCH AND REPAIR INTERIOR AND EXTERIOR FINISHES J. Belliveau & Associates, Inc. 6175 NW 153rd Street, #300 Miami Lakes, FL 33014 (305) 362 -2252 COA# 9626 PE# 53324 as 6 a 1 1 PROPOSED ENTRANCE MODIFICATION 1 a 0 CUSTDMERt GISELLE AGOSTINI 0 cn Vl o 6175 NW 153rd STREET FLORIDA 33014 E Q f BELLIVEAU, P.E. Ijj FAX. 305 - 362 -2254 FLORIDA REGISTRATION #53324 TEL. 305 - 362 -2252 • •••• • •••• • • • •••• ••• • • ••• • •••• • •••• • • • •••• • •• • 1 • • •• •• • •• • •• •• 1 124 2V-? LIVING ROOM FLORIDA ROOM KITCHEN WING ROOM 14' iT4 EOSINS 624 . UAW •••• • • •••• • • •• EXISTING FLOOR PLAN 14•10 • • N PROPOSED FLOOR PLAN A EAST ELEVATION 7 SW WW GENERAL NOTE 1. DESIGN CRITERIA FOR COMPONENT AND CLADONCL WD SPEED 148 MPH, EXP.'C', IMPS. 2. ZONE 4 AND 5 USED FOR ALL COMPONENTS (AS NOTED)ASCE 7-02 AND PEC 2007 WITH LATEST REVISION. 3. FIELD MEASUREMENTS FOR OPENINGS TO BE VERIFIED INSTALLATION PERNOA REFER TOWINDOWS AND DOORS SCHEDULE 4. CONTRACTOR TO VERIFY CONDITION OF OPENING PER NOA REQUIREMENTS. ALL OPENING AND COMPONENTS DIMENSION ARE FOR PURPOSE OF WIND PRESSURE CALCULATIONS ONLY. O. CONTACTOR IS RESPONSIBLE FOR ACTUAL FIELDMEASUREMENT FOR OPNNNG AND COMPONENTS DIMENSIONS ALL WNDOWS HAVE SILL AT APPROXIMATELY 30' AF.F.E (ABOVE FINISH FLOOR ELEVATION) ADD INTERIOR UFE SAFETY BARRIER AS REQUIRED 8. IT S SOLELY THE CONCTRACTOR RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATLONS DURING ALL PHASES OF CONSTRUCTION. DOOR SCHEDULE DOOR TYPES LEVEL DOOR LOCATION TYPE SIZE DOOR FRAME Gam' TYPE MANUFACTURER HIM SET DETAILS liEWPROV. POSITVE PRESSURES REQJPROV. NEGATWE PRESSURES REMARKS W H T MATL FINISH MATL FINISH HEAD JAMS THR. fO ENTRANCE OA 3'-0' T-0' 1 3/4' FIBER- GLASS PANT FINISH FIBER- GLASS PAINT FINISH 8718'LM. IMPACT REl1ASILT BY MASONITE M t°J AO C13 AO 41 PSF/53 PEE 43 PSI! -40b PSF DOOR UNR WTM BDELITEB MATCH TO EXISiP10 DOOR SPECIFICATIONS ti 1 Y I11 'I li' i L ■ ((8A12011 tbi eci=34 HANDICAP / DOORS / HARDWARE / FAUCET NOTES BURGLAR INTRUSION NOTES HANDLES, PlMB,tAT1IL$LOC SETRD OIIE CIPE WI OMECHAM9GN mutat COORS, SPAM'OFANACCESSIBLE ROUTE WALL BEOPERABLEWRN ONE HAND &NOTR WWIT GRASPING. PINCHING OR TWISTING OFTIEWRIST THE DOM SIWLBEOPEATEDWRHAMIEEFFOT ONLY) 1. ALLLOiSONE7UB80RDOORSSHAL8ECAPAEBOFRE8 .91I10ARACEOF800L69.NM ED NANYIWAELEDIIECTIONMID•AC DANCE SET FORTH 2. 181. ffiWLEFXTH80RSMNODOCR8 •WLWWEALOCKTO BERRYOPBiATLC FROM FXiH8OR11NNAISLOFMOO P0SS0lElEYCHANGiSOR LOCKIMICC 8IATK:S.IFKEY #7MSL0WBL0061501D THERE SHALL BEAN AIDSMRYSINGLEUE10 E0.7V0TH HARDENEDECLT Wt•3EiIB DOOSGNBERIB ! ®OtRlLE00P@IWRHAF9RCE6CT EVIEDIIGB.Btl(8/8M, LEVEROPERATIE6PUENlYPE.A1011ELIRDNICALLYCONTROLLEDMECHANIEMSAREEXAMR.ES OFACCEPTABLE DESIGN MINIM O.0.9NO VALVES ARElMED71B FAUCEf®UILL RERAN QENRIRATLEA8T 106EXI408 pT 8-0 AT 8 HINGES ON EXTEPo0ROUTONINGIN000OR8 SHAUFNYENOME0CGEDSCREWS. • FROOWAN ENIRACEDOOR88FWLSEPROYIDEDWUHA Can SOOPEORVSIONPiVHB DOOR 8T HARDWARE CODE 6 WISONSTOMIAS 2PECIREOw1m FORCED ENTRYAPPRwN.AS SETFORTH SYLAan Eos7IxGMo TYPE O emu= AUICIMATIC _ DOORMEN O POSMON.AKTWNLAIRCLOO(PAO. IF PONEiFADBTHELOgM@ 8 8O CEEIMUFACR•Ei8SPE0RCATIOS. 6 ALL FOOH80RDOOLSTORECENECOA�VMOI DEAD LATCH MODEADROLTAS • QMPTEUIC ,ArONKPVWITNLATOHTISCWAMMO �1LT'AND80.781LAY6•LAONEDAITMVN. 7. SCUTTLES SHMINAVENONimIWABLERO, Oi§1.1 OF INIERLOCKING.STUD iWENID INQUIMISHAU.HAVE NOME1P08E21 SCREWS. !(` CRAPPICYEOE JAL -COMM MEANS OFEf588SHMLCOMPLYW /IEPA1N- SECT.62.18 OOORB& WLEENSIANG83TOS E OPENED READILY FRM71EEGRESS8®EWHEN mum S°COPPO. LOOS IF PROVIDED, stow= REQUIRE 111E use DFIEYS, TOOLS, SFEBALKNOWIr®013 aNEFFORT FOR OP9NTIONFROMTHE MOEOFWEENUM - INSTALL PER N.OA MANUFACTURER SPECIFICATIONS. WINDOW SCHEDULE WINDOW TYPES TYPE LOCATION WINDOW UNIT MASONRY OPENING FRAME SIZE GLASS TYPE MANUFACTURER REOJPROV. POSITIVE PRESSURES POSITVE NEGATIVE PRESSURES REMARKS Q 084180 W H W H 1 <> ENTRANCE 1 sr 4S' 33 1? 47 VT 9/11r L. M. IMPACT ES SERIES 1000 42 PSF/TO PSF -30.4 PSF1.80 PSF FINISH: MATCH TO EXISTING WINDOWS WINDOW SPECIFICATIONS 1.01 SUMMARY: 2.012.01 MANUFAC URER3: A. SECTION INCLUDES: ALUMINUM, GLAZING, ACCESOPoEB A ES. WINDOWS. IMPACT RESSTANT-BEFllEB 1000' AW ND:WWI168HNLOOM LYWTMME7NNYAA7&SGAAOE20, WLE88 MOREHTRSEiT. ISIBEEMM N.OA No. 05.0527.12 A. AiE%ANSOCITI'OPIE r805NSMAT581UB. 1DLSUERRTiNB 1. REUASILT BYMASONTTE 4334.5 'IMPACT RESISTANT' ) A81B107818P ORAWGSASSETFORIHNBIBMITMLE. - 1.ABRIE233- TEBTMEniCe FORRATEOFAN4PAKABETNOCII 11 EXIFM YTNX", PMDC*RB. 6 sowMANUFACNREt8PRODUCTLMERATUEFORALLPRODUCISAND AOCESSORIESFUMISKED. PRODUCT APPROVAL NUMBER 4334.8 2ASTM MEG -TEST IEDIOOFORSDRIICIURIILP AICEOFETM3rdR WINDOWS, AND DOORS BY .. R sumo TEBTREPORIScommas COIPUAFKEKOM PERFO0UV8fLRrtam. UNIFORM STAWCARPtE89lRE DIFFEIENCEEL D. SUBMIT LOAICOADB COUNTY PTCDUCTCONiROLAPPROWL FOR HURRICANE OPACT RESISTANT FIXWOOAB. aABTME•- TEBTLEDKmPoRWATfE PBETM710NOFEKI6OORWINDOWS MIDDoORBBYCYCLC 3_m Luweii Z STATTCAN PR0REDIF Et510AL . JMY E aR 24 4.an E7/3 -TOT IEMFORMAI-DINB=OFSEALED ISIAWNO GLASS L•116 ANBTNLVNDOWBACCOICISTOWEHANUFACME {B ISIRUCIONEINOTHE 6ABIM E774.lPEINFOX10N8 FOR SELLDUTIABUTYOFSEALED INSULATING SLA88UMTS A. TLEWNDIMMANUFACTURERSRE WONMEI.E FOR FABRICATION WALL OWPOAIBITSAWIMWEFBMSICW0216 APPROVED SHOP OW,WTBSTO ESCROW PROPER INSTALLATION AND OPERATION. B W1TK•W.WOODWIIDOW30o0RA880QA7K• BUT NOT LOBTEDTOTREATMBITOF MODYAIHACCEPTABLE WOCDPRESERVATTB6 NILLWIRKOF SASH AND 6 INSTALL M000Y UNIT RUA LEVEL AND SOMME MAO DISTORTION OF FRAME FRAVEAE®HS, COMMON ORWLID.WEWHERSTRPPIS,ABSBSIYOF INSULATINEIGUISS MID MANUFACTURE I6 EXIST= TYPE OEIIRANCE 1.MBUBRII8TANW 182x6 IR181MBAIDFORWATERT�93051T PRESERVATIVE O�SpgLAIID FRAIEB C.FBLPHN 158FRAM0TOW AL00E4GCAV17YVMBAT8SAAWO1 .00NOT REMENR MILLWORK USEBPANBNE FMMISIATOS 188t8A88 IL APPLYAPPROVES SEAMNT INNZCIRDANCE WITH SLCTIONOAOOJONT81L A0ITTNK2LW@IATEDCAREEMBSQE) 6CUPSPER8WYTTOMANUFACTURERS AtCW MB411006 l - INSTALL PER N.OA MANUFACTURER SPECIFICATIONS. J. Belliveau & Associates, Inc. 6175 NW 153rd Street, #300 Miami Lakes, FL 33014 (305) 362 -2252 COA# 9626 PE# 53324 at O_ 6 a PROPOSED ENTRANCE MODIFICATION 1 1 1 CU CusroMER' GISELLE AGOSTINI 6175 NW 153rd FAX, 305 - 362 -2254 FLORIDA REGISTRATION #53324 TEL. 305 - 362 -2252 • • •• • •••• 1• • • •• ••••• • • • • • • ••••1 • • • • ••••1 • •••• • • •••• • • •• • • • • • • • • • • • • • • •• • • • •••• •• • • •• • •• •••• • • •••• • • • •• •• •• •••• • • •••• • • •• • • • • • OWALL SECTION ®NEINDWR SCALE ffi4.•r-0' wasT.c n..BLOG(TGLL TOREIIATI ! 02itb•FLLLT TOP CRUST.CONC.SIAB ®GROUND FLOOR COL EINEDIENT FC01410 W1111 A EP (TTPN EGEIT.CON .LE1TELTOREWR1 HBB PlUlL111001 NEW PBISH1D&A1 III INTERIOR N•F ireCdIC.SSl •wri UST. CONCSOO1By6 TOREMAIN 3 e WALL SECTION f NE"W3ND°W scale we. f STRUCTURAL NOTES 1. CONCRETE STRENGTH = 3,000 PSI. 2.- LAP ALL VERTICAL REINF.:38 BAR 0 (U.O.N.) 3. HOOK COL VERTICAL BARS AT FOOTING & SILL 4.- FOOTING DOWELS, SAME SIZE & NUMBER OF COLUMN ABOVE.LM.:38 BAR DIA.4'(U.O.N.) CONCRETE MASONRY: ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM TO NE REQUIREMENTS OF 'SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY: OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AC 530-08 NL AO 630.148. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C40. AU. CONCRETE BLOCKS SHALL HAVE AN ULTIMATE NET COMPRESSIVE STRENGTH OF 2,000 PSI MINIMUM TO GIVE A MINIMUM COMPRESSIVE STRENGTH OF MASONRY ASSEMBLAGE (PROOF 1,600 PSI, UNLESS NOTED OTHERWISE MORTAR SHELL BEASIMCT/O,PORRANDC MEET IMETOS If FRESHLY PREPARED AND EMMY MD®WWT MD MUS COMPRESSIVE STRENGTH OF 1800PSI@28 DAYS FACE WELL OF FED JOINTS TO BE FULLY MORTAR EDWE8SHALLBE FULLY MORTAREDWEREAADLAC NTCELLSARETOBEGROUTIDffUE. FILL ALL CELLS WITH CONCRETE GROUT CONTAINING REINFORCING STEEL. (NEXT TO OPENINGS) GROUT USED IN =CRETE BLACKS SHALL HAVE WEARS CANE STRENGTH CF2 600 P818)28 DAYS. MAXIMUM HEIGHT OF GROUT POUR SHALL BE 4'O' UNLESS CLEAN OUT OPENINGS APE PROVIDED AT THE BOTTC Of C316TO REFILLED. ALL GROUT SHALL BE PUDOLEO WITH GROUT SEICC341EDIATRLY AFTER POURING. CONCRETE IS DESIGNED FORE = 3000 P31 MINIMUM COMPRESSIVE STRENGTH, POURED CONCRETE SHALL BE EQUAL TO f = 3000 P.SJ. MINIMUM COMPRESSIVE STRENGTH. REINFORCING STEEL TO LAP WHERE SPLICED 48 DIA MIN. LAP 24'. REINFORCING STEELTO BE INTERMEDIATE GRADE DEFORMED BARS AS PER ASTM A615 (GRADE 60) 80,000 PSI MIN. YIELD. O FRONT ELEVETION @NEW DOOR &WINDOW SCAM SW. rd J. Belliveau 8 Associates, Inc. 6175 NW 153rd Street, #300 Miami Lakes, FL 33014 (305) 362 -2252 COO# 9626 PE# 53324 00 6 9 CUSTOMER' GISELLE AGDSTINI cn VQ oes 6175 NW 153rd STREET FLORIDA 33014 BELLIVEAU, P.E. cn W FAX. 305 - 362 -2254 FLORIDA REGISTRATIDN #53324 TEL. 305 - 362 -2252