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DGT-07-2410rt Num SP Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/15/2008 Inspector: Grande, Claudio Owner: REMY, NOEL JUL 18 RECD Job Address: 133 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER T-1 7.241 Permit Type: Decks /Gazebos/Trellises Inspection Type: Final Work Classification: Deck - Wood Block: Phone Number Parcel Number 1132060131820 Lot: Building Department Comments INSTALLING A NON IMPACT FRENCH DOOR W/ SHUTTER, AND A DECK Passed 19( l Inspector Comments CREATED AS REINSPECTION FOR INSP- 83107. CREATED AS REINSPECTION FOR INSP- 80248. CREATED AS REINSPECTION FOR INSP - 68733. No one home, no permit available, no access. 4/3/08 CG 5/1/08 Work completed without inspection. 1) On wood deck remove sections of deck in order to verify installation of support members, attachment of 4x4, planks, etc. 2) Work around new door were window was removed has been covered up without inspection of the filled cells, beam at top of header, door bucks, etc. Remove enough materials in order to inspect all of the above. 3) Shutters are not installed, shutters are to be installed and inspected for final inspection. CG NO ACCESS, NO ONE HOME JR06/30/08 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, July 14, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING RECEIVED PERMIT AP'LICATION NOV 3 0 2007 FBC 2004 BY: OW Permit Type (circle): uilding xootmg Owner's Name (Fee Simple Titleholder) CL- L Owner's Address ® OE C166 'T RECEIVED NOV 3 0 2007 Y.t�o14 Permit No. 24Y� Master Permit No. Phone # c'3CE 7Zt4 783 City 11414 VOUL13 State F l.. Zip 3'3 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # p' t3� N)E fiZ 't County Miami -Dade Zip 3� t3 Is Building Historically Designated Contractor's Company Name Contractor's Address City State Zip Qualifier Name Phone # YES NO \s"- t- 3Z& -0 s 182 Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # oc, Value of Work For this Permit $ Type of Work: 0A4dition Describe Work: k Linear Footage Of Work 2 ['Alteration ew Repair/Replace ❑ Demolition * ** * * ** *K * * * * * * * * * * * * * ** * * ** �x a� Fee �x ** A *** * * * * * * * * ** * * * * * * * ** 1,�J�v DecK. ` 5� a �t -e2. �Czr/ �n Submittal Fee $ Permit Fee $ 70 CCF $ 1 '2 O CO /CC Training/Education Fee $ ©' 41) i Technology Fee $ l // 0 IS Notary $ S Scanning $ Bond $ Radon$ Code Enforcement $ DPBR $ Zoning $ Structural Review. $ 'OS .GGr:0:4 Sd 1 6 Ss � 1• r 0?/;rl�� Rid; ��; ,a�ej h �� \ � WiA,e�aluJ / Z) 00 it,. Arrr > \ _ fi Weee eel/S/6610,11.4) Double Fee $ Total Fee Now Due $ 1 2 2007 r� S Revers side --> / ,s; � .tr; Cx dr Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lendep's Name (if applicable) Mortgage Lender's Addtess 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 Ak IDAVIT: 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. Signature Owner or Agent Signature Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this who is personally known to me or who has produced ka WIN) As identification and who did tak NOTARY PUBLIC: is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: ll��� / c<,� �a... Sign: Print: Print: My Commission Expires: *: x* ***** ******** ** ******* * * *** * * *** ****** ,'' ** **** *** :** ** * *:x**:x*: ***** 4:** ****** * * * * ***** *** * * * *** * * * ** : ***** My Commission Expires: APPLICATION APPROVED BY: t / / L �D (Revised 07/10/07) A/“ Plans Examiner Engineer Zoning Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit NO. DGT-11-07-2410 Issue Date: Not Issued Gait rk Cleeertea fth.*::0•0•0 • • • Expires:Not Issued Folio Number:1132060131820 Owner's Name: NOEL REMY Job Address: 133 102 Miami Shores Village, FL Owner's Phone: • ... ... ... •• • •• • ... Total Square Feet: 175 •., • • • • •• • • • Total Job Valuation: $ 2,000.00 Contractor(s) Phone Primary Contractor •• HOME OWNER Yes •• Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 12/3/2007 : Yes Comments: 1)4-r 1- 24iD 'STATE OF FLORIDA) COUNTY OF DADE) The undersigned Affiant, attached survey, performed by performed on Nom , does hereby attest that the (property owner) ATLArort C. cb JY- Ola n , zNIG (name of surveyor's company) , is an accurate representation of the existing conditions and (date of survey) locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain perm its for any structures which now may exist on the property which are not permitted -or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits.. Further, Affiant sayeth naught. 11(i tfri Affiant/Property owner Witness(sign and print) Witness(sign and print) SWORN TO AND SUBSCRIBED before me this /i1-4 day of jLij L. Affiant is personally known to me, . produced f2. PifiViteS 1^ - as identification. NAME: ADDRESS: VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT DATE: i � 7 ll 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 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 hold title to the above property and I am planning on doing this construction Initial t„ 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application , s N l Initial 3. :I have an understanding . of the -0,04 FBC ; & FRC and understand that this department and its inspectors are there to help enforce and interpret the code.. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors- are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. �r Initial N Y' 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate'any contract disputes. Initial. M 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed companyor person. Initial tt R- 7. I• understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 0 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this ByIV fat RL VI day of dV Initial IV g- , 20 57 who was personally known to me or who has Produced there License or fL .'WoloS Li 4 61'Dr as identification. AP1 /2 °.NO ID 0.05 N,0.17'W EP.2.4'N.\ rS 89'50'12 "E 25�' F /C.0.2'S.0.6'W N.00'01'18' W. N.89' 15 "W. 180.52'(R ),180.55'(M) l BEARING BASIS ASSUMED FIP1 /2 ;NO ID AT BL. (PMPR F /C,43.1'S,0.4'W 1 1 w x \i�Jl{ co co W1 co tsq O z F1131/2 .NO ID 0.00ZO.O0'N N.89.52.1 5"W. 25.00' PERMIT : M_4f klD Miami Shores Village • • • • • • • .•• • • • • • • • • • • • • • • • • • • • • • • • • • • ▪ ••• • • • • • • • • • • • • • • • • • • • • • • ••• 15' ALLEY R /GHT OF GAY 9' ASPHALT ALLEY • • n !�l}i►•r isl�AII ∎•••.'� ww! •• • 4.2' • • • • • • ••• \• • •` • • • SP &C EP,2.6'N 9.80' eh 1.7 • • • • •••• •j • • • •• 2' 3.7' X9.89$• =` •• •• • • • •• • ▪ •� 4.4' OP to BW,0.1'S 13.4' —b- E/F,5.0'S.o.7'WJf PI! 23 7- --12.90' 2.5_ 5' AC' . fr,7° 0 ONE STORY RESIDENCE LOT 19 BLO YC 13 34.4' PLWNI 5.0' PLANT 10.5' 7.0' a 5.0' .......- .... -. M co x F /C,4.3 S,1.2'E M FAO 4'E,22.6'S x — CN �-- LOT 20 li— BLOCK 13 O T ` O O T 0 12.89' F /C,28.5'N,0.9'W SP&C N.89'52' 15 "W. 75.00' ZONING DEPT BLDG DEPT SUBJECT TO COMPLIAN 111WAVIM • WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 20 BW,O.1S �-5' WALK 23' GRASS �I 5A275' ASPHALT V T N.E. 102ND STREET O 20 40 60 Scale 1 " 2 0' 1 SURVEYING, INC. LB NO. 5495 • • ••• • •• •• • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• • • • •$12; STIRLING RD. BROWARD (954)587 -2100 DAME, I& RIDA 33314 PALM BEACH (561)488 -9628 FAX (954)587 -5418 • • • • • • • • © 2007 ATLANTIC COAST SURVEYING INC. •• •• • • • • • • • • • • • • • • • • • • • •• ••• • • • • • • • • ••• ••• ••• • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• LEGAL DESCRIPTION LOT 19 AND THE EAST 1/2 OF LOT 18, BLOCK 13, 'AMENDED PLAT OF MIAMI SHORES SECTION ONE', ACCORDING 10 THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. CERTIFIED TO: NOEL REMY JERICHO TOLE SERVICES FIRST AMERICAN TIME INSURANCE COMPANY PROPERTY ADDRESS 133 NE 102ND STREET MIAMI SHORE,. , FL 33138 BOUNDARY SURVEY JOB 1 33119 SURVEY DATE 08 /01/07 FLOOD ZONE X MAP DATE 030294 MAP NUMBER 12M52 00931 BLG B. FENCE TIES ARE TO THE CENTER -UNE OF FENCE. WALL TIES ARE TO THE FACE OF WALL 1. BASIS OF BEARINGS AS INDICATED ON SKETCH. 7. IN SOME INSTANCES GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED 10 MORE CLEAF 2. LEGAL DESCRIPTION PROVIDED BY CLIENT. ILLUSTRATE THE REIATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AID /OR LOT ONES. IN 41 3. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR CASES, DIRECTIONS SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER EASEMENTS, RIGHT -OF -WAYS, OWNERSHIP OR OTHER INSTRUMENTS OF RECORD. SCALED POSRIONS• 4. UNDERGROUND OR INTERIOR PORTIONS OF FOOTINGS, FOUNDATIONS, WALLS 8. THE DIMENSIONS AND DIRECTIONS SHOWN HEREON ARE IN SUBSTANTIAL AGREEMENT WITH OR OTHER NON- VISIBLE IMPROVEMENTS WERE NOT DATED. RECORD VALUES UNLESS OTHERWISE NOTED. 5. ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 9. PARTY WALLS ARE CENTERED ON PROPERTY UNE AND ARE 0.7' WIDE UNLESS UNLESS OTHERWISE SHOWN. OTHERWISE NOTED. 1Or'8XL51'NrQ commit FOUND OFF WITNESS PROPERTY CORNETS 91. 0PSIRU TED 40-10201S -ARE WITNESSED BY IMPROVEMENTS. in MONITORING WELL - ® CABLE JUNCTION' 80X _ n ' ABBRAIIATIONS (SEE BACK OF THIS PAGE) -0-- POWER /UGH1 POLE` 1 T R CEERTIF I N DIRECTION. S LS A TRUE AND CORRECT REP ITATION L WATER METER _ rna.1 A m- n ,s wooer NOT-4Xi.10 10M0UT THE `! r� -� AND_ RAISED SEAL OF A FLORIDA SU R AND . // / / / CONCRETE BLOCK WALL - r —I -1 OVERHEAD WIRES CONCRETE FENCE - Cg - - - -- CENTERLINE - u�•-„_ WOOD FENCE —x —x— METAL FENCE BRICK PAVERS- lb 5.50' DENOTES ELEVATION - GUY ANCHOR 08/03/07 PJS PAIL J STOVE PROFESSIONAL LAND St/RVEYOR FLORIDA CERTIFICATION NO. 5241 J Florida Building Code Online BCIS Home Log In Hot Topics Page 1 of 5 Submit Surcharge Stats & Facts Publications FBC Staff B. Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certification Agency FL4904 -R1 Revision 2004 Approved COPY Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441 -4258 sschreiber @masonite.com Steve Schreiber sschreiber @masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management http : / /www.floridabuilding.org /pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgteluIwHNbblSc... 12/7/2007 Florida Building Code Online Page 2 of 5 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard ASTM E1300 ASTM E1300 TAS 201 TAS 202 TAS 203 Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 08/02/2007 09/11/2007 09/14/2007 10/03/2007 Summary of Products FL # IModel, Number or Name Description 4904.1 Wood -edge Steel Side- Hinged Door Units 6' -8" Opaque I/S and 0/S Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +76.0 / -76.0 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 listed. 3' -0" x 6' -8" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required. See DWG- MA- FL0128 -05 for details. Certification Agency Ce FL4904 R1 C CAC NIOC Installation Instruction FL4904 R1 II Anchor DE Verified By: National Acci Management Institute, 4904.2 Wood -edge Steel Side- Hinged Door Units 8' -0" Opaque I/S and 0/S Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0 / -70.0 Other: Evaluated for use in locations adhering Certification Agency Ce FL4904 R1 C CAC NIOC Installation Instruction FL4904 R1 II Anchor DE Verified By: National Acci Management Institute, http : / /www.floridabuilding.org /pr /pr app_dtl.aspx? param= wGEVXQwtDgteluIwHNbblSc... 12/7/2007 Florida Building Code Online Page 3 of 5 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. 3' -0" x 8' -0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required. See D �- FL0129 -05 for details. 490A .3 i" Wood -edge. Steel Side- Hinged Door Units 6' -8" Opaque I/S and O/S Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0 / -55.0 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 pres res listed. 12' -0" x 6' -8" max nominal Certification Agency Ce FL4904 R1 C CAC NIOC Installation Instruction FL4904 Ri II Anchor DE Verified By: National Acci Management Institute, size When large missile required, hurricane required on opaque glazed panels. See t details. impact resistance is protective system is NOT panels, but is required on DWG- MA- FL0128 -05 for 4904.4 Wood -edge Steel Side- Hinged Door Units 8' -0" Opaque I/S Door w/ Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45.0 / -50.0 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 listed. 12' -0" x 8' -0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA- FL0129 -05 for details. Certification Agency Ce FL4904 R1 C CAC NIOC Installation Instruction FL4904 R1 II Anchor DE Verified By: National Acci Management Institute, 4904.5 Wood -edge Steel Side- Hinged Door Units 8' -0" Opaque O/S w/ or vs. Limits of Use Certification Agency Ce http: / /www.floridabuilding.org/pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgtelulwHNbblSc... 12/7/2007 Florida Building Code Online Page 4 of 5 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0 / -45.0 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 listed. 12' -0" x 8' -0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA- FL0129 -05 for details. FL4904 R1 C CAC NIOC Installation Instruction FL4904 R1 II Anchor DE Verified By: National Acci Management Institute, 4904.6 Wood -edge Steel Side- Hinged Door Units 6' -8" Glazed I/S and O/S Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50.5 / -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' -0" x 6' -8" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG- MA- FLO130 -05 for details. Certification Agency Ce FL4904 R1 C CAC NIOC Installation Instruction FL4904 R1 II Anchor DE Verified By: National Acci Management Institute, 4904.7 Wood -edge Steel Side- Hinged Door Units 8' -0" Glazed I/S Door w/ , Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40.0 / -45.0 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 listed. 12' -0" x 8' -0" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG- MA- FLO131 -05 for details. Certification Agency Ce FL4904 R1 C CAC NIOC Installation Instruction FL4904 R1 II Anchor DE Verified By: National Acci Management Institute, II 11 http : / /www.floridabuilding.org/pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgteluIwHNbblSc... 12/7/2007 Florida Building Code Online 4904.8 Wood -edge Steel Side - Hinged Door Units Page 5 of 5 8' -0" Glazed 0/S Door w/ Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45.0 / -40.0 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 listed. 12' -0" x 8' -0" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG- MA- FLO131 -05 for details. Certification Agency Ce FL4904 R1 C CAC NIOC Installation Instruction FL4904 R1 II Anchor DE Verified By: National Acci Management Institute, Sack {next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Suncom 277 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Copyright and Discl, Product Approval Accepts: abut http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx? param= wGEVXQwtDgteluIwHNbblSc... 12/7/2007 NAMI NOTICE OF PRODUCT LINE CERTIFICATION Certification No.: Date: Revision Date: Certification Program: Company: Code: NI006110 -R2 Page 1 07/23/2005 09/11/2007 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. This 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.NAMlCertification.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 Wood -Edge Steel Side - Hinged Door Units Test Report: NCTL - 210 - 2929 -1/ 210 - 2930 - 1/210- 2930 - 7/210- 2930 - 7/210- 3121 -1/ 210 - 3123 -1/210- 3125 - 1/210 - 3461 -1 /CTLA -919W Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consist of finger jointed pine with all comers coped, butted, and sealed using three 2" long wire staples (.04375 "). 1.2 Mullion Construction: Where used, each mullion constructed of laminated lumber with a pine cap and attached to the header and threshold with three #10 x 3" Philips Flat Head Wood Screws. 1.3 Glazing: Where used, the overall insulated glass was glazed into a rigid plastic lip -lite frame. Consisted of symmetric monolithic insulated glass with 3mm (0.118) tempered glass. 1.4 Door Leaf Construction: Each door leaf was constructed from 0.017"(6'8" height) or 0.020 "(8'0 "height) thick galvanized steel facings. National Accreditation & Management Institute, Inc. 11870 Merchants Walk Suite 202- Newport News, VA 23606 TEL(757) 594.8658 FAX(757)594 -8659 Section 2: Registered Suppliers 2.1 Door Lites: 2.2 Astragal: Certification No.: NI006110 -R2 Page 2 ODL or Specialty Endura Ultimate Section 3: Additional Supportive Test or Acceptance Data Provided with Certification Documentation included: 3.1 Miami -Dade Building Code Compliance Notice of Acceptance for Lite Frame Material, NOA #07- 0214.08 and #03- 0303.07. 3.2 Surface Burning Characteristics for Foam Filled Door performed by Omega Point Laboratories to ASTM E84 -98, "Standard Test Method for Surface Burning Characteristics of Building Materials- Report No. 15977- 104313. 3.3 ASTM E1300 Glass Load Resistance Report provided by National Certified Testing Laboratories NCTL - 110 - 9735 -1. 3.4 Anchor Calculations for: Anchor Performance Calculation Report-Performed by Harold E. Rupp, P.E. (Florida No. 15935.) 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. 11870 Merchants Walk Suite 202 - Newport News, VA 23606 TEL(757) 594.8658 FAX(757)594 -8659 Company: NOTICE OF PRODUCT CERTIFICATION Certification No.: NI006110 -R2 Page 3 Certification Date: 07 /23/2005 Expiration Date: 12/31/2008 Revision Date: 09/11/2007 Product Wood -Edge Opaque Inswing or Outswing Door w/ and w/o Non - Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: PA 201 - 94/202 - 94/203 -94 Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 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. Tbis 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 S Opaque 3'0" x 6'8" +76/ -76 Yes NCTL-2 Size: Maximum Panel Size: 3'0" x 6'8" Installation Drawings- MA- FLA128 -05 X Single O/S Opaque 3'0" x 6'8" +76/ -76 Yes NCFL-210- 2929 -1 Maximum Panel Size: 3'0" x 6'8" Installation Drawings- MA- R.0128-05 XX able 1/S Op : , e 6'0" x 6'8" +55/- - Yes NCTL- 210 - 2930 -1 Maximum Panel Size: 3'0" x 6'$%Sidelite: 3'0" x 6'8" Installation Drawin MA- FL0128-05 XX Ouble 0/S Opaque 6'0 "xx 6'8" +55/ -55 Yes NCTL-210- 2930 -1 Maximum Panel Size: 3'0" x 6'8 /Sidelite: 3.0" x 61" Installation Drawings- MA-FL0128 -05 XO /OX Single w /Sidelite 1/ Opaque Door Glazed Sidelite 6'0 "' '8" —I J Door-Yes Sidelite -No NCTL- 210 - 2930 -1 Maximum Panel Size: 3'0" x 6'8!Sidelite: 3'0" x 6'8" Installation Drawings- MA- FL0128 -05 XO /OX Single w /Sidelites 0/S Opaque Door Glazed Sid e 6'0" x 6'8" +551 -55 Door- -Yes Sidelite -No NCTL- 210 - 2930 -1 Maximum Panel size: 3'0" x 6' elite: 3'0" x 61" Installation Drawings -MA-FLA FL0128 -05 OXO Single w /Sidelites US Op.. . Door GI •' ed Sidelites 9'0" x 6'8" +55/- N Door -Yes Sidelites-No NCTL -210- 2930 -1 Maximum Panel sine: n x 6'$ "/Sidelite: 0 x 6'8" Installation Drawwi A -05 ngs -M FLA128 OXO Single w /Sidelites O/S Opaque Door Glazed Sidelites 9'0" x 6'8" +55/ -55 D oor -Yes Si tes -No NC 0- 2930 -1 Maximum Panel Size: : 3'0" x 6'8^ /Sidelite: 3'0" x 61" Installation Drawings- MA- FL0128 -05 OXXO Double w /Sidelites r S Opaque Doors Glazed Sidelites 12'4" x 6'8" +55/ -55 Doo ° Yes Sidelites •, o NCTL -210- 2930 -1 Maximum Panel Size: a i g -MA FLO12 3'0" x 6'8" Installation Drawings -MA FLA128 -05 OXXO Double w /Sidelites 0/S Opaque Doors Glazed Sidelites 12'4" x 6'8" +55/ -55 Doors -Y Sidelites-No NC:L. -210- 2930 -1 Maximum Panel Size: aw" g -MA FL012: 05 x s•8" Installation Drawings- MA -FIA 128-05 National Accreditation & Management Institute, IncJ11870 Merchants Walk Suite 202/Newport New Te1- 757S94.8658/Fax- 757.594.8659 NAMI AUTHORIZED SIGNATURE: VA 23606 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI006110 -R2 Page 4 1955 Powis Road Certification Date: 07/23/2005 West Chicago, IL 60185 Expiration Date: 12/31/2008 Revision Date: 09/11 /2007 Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/ and w/o Non - Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: PA201- 94/202- 94/203 -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.Namicertificatlon.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 VS Opaque 3'0" x 8'0" +70/ -70 Yes NCTL 210- 3121 -1 /CT A919W Maximum Panel Size: 3'0" x 8'0" Installation Drawings- MA- FL0129.05 X Single O Opaque 3'0" x 8'0" +70/ -70 es / NCTL- 210 - 3121- I/CTLA919W Maximum Panel Size: 3'0" x 8'0" Installation Drawings- MA-FL0129 -05 XX Double US Opaque 6'0" x 8'0" +45/ -50 % Yes NCTL-210- 3123 -1 Maximum Panel Size: 3'0" x 8'0" /Sidelite: 3'0" x 8'0" Installation Drawings- MA- FLO129.05 XX Double O/S Opaque 6'0" x 8'0" 50/-45 / Yes NCTL -210- 3123-1 Maximum Panel Size: 3'0" x 8'0 "/Sidelite: 3'0" x 8T" Installation Drawings -MA FL0129 -05 XO /OX Single w /Sidelite 1/S Opaque Door Glazed Sidelite •'0" x :' +45/ -50 Door -Yes Sidelite -No NCTL -210- 3123 -1 Maximum Panel Size: 3'0" x 8'0 "/Sidelite: 3'0" x 8'0" Installation Drawings- MA- FLO129 -05 XO /OX Single w /Sidelite g1 O/S Opaque Door Glazed Sidelit = i . '0" x 8' i ' +50/ -45 Door -Yes Sidelite -No NCTL- 210 - 3123 -I Maximum Panel Size: 3'0" x - MA-Fdelite: 3'0" x 8'0" Installation Drawings- MA- FL0129-05 OXO Single w /Sidelites I/S Opaque. sor GI • . =c Sidelites 9'0" x 8'0" +< 1 -50 Door -Yes Sidelites No NCTL-210- 3123 -1 Maximum Panel Size: 3'0" x - MA-Fdetite: 3'0 x 8'0" Installation Drawings- MA- FL0129 -05 OXO Single w /Sidelites O/S Opaque Door Glazed Sidelites 9'0" x 8'0" +501-45 Door -Yes N, . 'delites No NCTL- 210 - 3123 -1 Maximum Panel Size: 3'0" x 8'0"/Sidelite: 3'0" x 8'0" Installation Drawings -MA -FL 0129 -05 OXXO Double w /Sidelites S Opaque Doors Glazed Sidelites 12'4" x 8'0" +45/ -50 D: •rs Yes Sideli = -No Nc rL'0 x 8123.1 Maximum Panel Size: 3'0" x 8'0"/Sidelite: 3'0" x 8'0" Installation Drawings- MA- FLO129 -05 OXXO Double w /Sidelites O/S Opaque Doors Glazed Sidelites 12'4" x 8'0" +501 -45 Doors- Sidelites-No NGTI. -210- 3123 -1 Maximum Panel Size: 3'0" x 8.0"/Sidelite: 3'0" x 8'0" Installation Drawings- MA- FDA129 -05 National Accreditation & Management Institute, Inc./11870 Merchants Walk Suite 202/Newport News, VA 23606 Te1- 757.594.8658/Fax- 757.594.8659 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Certification No.: NI006110 -R2 Page 5 Certification Date: 07/23/2005 Expiration Date: 12/31/2008 Revision Date: 09/11/2007 Product: Wood -Edge Steel Glazed Inswing or Outswing Door w/ and w/o Non - Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: PA 202- 94/TAS 202 -94 Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 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 Certiffied Product Listing at www.Namicertificstion.com. NAMI's Certifiication 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 6'8" +50.5/ -50.5 No NCTL- 210 - 2930 -7 Maximum Panel Size: 3'0" x 6'8" Installation Drawings- MA- FLAI30-05 X Single O/S Glazed 3'0" x 6'8" +50.5/ -50.5 No NCTL- 210 - 2930 -7 Maximum Panel Size: 3'0" x 6'8" Installation Drawings -MA -Fi O130-05 XX Double I/S Glazed 6'0" x 6'8" __ +50.5/ -50.5 No NCTL-210-2930-7 Maximum Panel Size: 3'0" x 6'8" ' , ,:.,: :. . . , ■ :.. A- FLA130-05 �XX Double OIS Glazed 6'0" x 6'8" +50.5/ -50.5 No NCrL- 210 - 2930 -7 Maximum Panel Size: 3'0" x 6'8" Insta ation Drawin. MA-FL O130-05 XOTOX Single w /Sidelite VS Glazed Door Glazed Sidelite 6'0" x 6'8" +50.5/ -50.5 Door -No Sidelite -No NCTL -2 i ' , — MA- WL0115/16/17/18/19/20/21 -02 Maximum Panel Size: 3'0" x 6'8" Installation Drawings- MA- FLA130-05 XO /OX Single w /Sidelites O/S Glazed Door Glazed Sidelite 6'0" x 6'8" +50.5/ -50.5 Door -No Sidelite -No NCTL-210- 2930 -7 Maximum Panel Size: 3'0" x 6'r Installation Drawings- MA- FLO130-05 OXO Single w /Sidelites !/S Glazed Door Glazed Sidelites 9'0" x 6'8" +50.5/ -50.5 Door -No Sidelites -No _ NC L-2W- 2930 -7 Maximum Panel Size: 3.0" x 6'8" lustallation Drawings- MA- FL0130 -05 OXO Single w /Sidelites O/S Glazed Door Glazed Sidelites 9'0" x 6'8" +50.5 / -50.5 Door -No Sidelites -No NCTL.210- 2930 -7 Maximum Panel Size: 3'0" x 6'8" Installation Drawings-MA-R.0130-05 OXXO Double w /Sidelites I/S Glazed Doors Glazed Sidelites 12'6" x 6'8" +50.5/ -50.5 Doors -No Sidelites No NCTL-210- 2930 -7 Maximum Panel Size: 3'0" x 6'8" Installation Drawings- MA- FL0130 -05 OXXO Double w /Sidelites OS Glazed Doors Glazed Sidelites 12'6" x 6'8" +50.5/ -50.5 Doors -No Sidelites -No NCTL-210- 2930 -7 Maximum Panel Size: 3'0" x 6'8" Installation Drawings- MA- FLA130-05 X Single US Glazed Ventlite 3'0" x 6'8" +55.0/ -55.0 No NCTL- 210 - 3461 -1 Maximum Panel Size: 3'0" x 6'8" Installation Drawing MA- FLO130-05 X Single O/S Glazed Ventlite 3'0" x 6'S" +55.0/ -55.0 No NCfL -210- I Max' um Panel ' e:3'0" x 6'8" Insta tJ D,r� - MA- FL0130 -05 National Accreditation & Management Institute, IncJ11870 Merchants Walk Suite 202/Newport'', Tel- 757.594.8658/Fax- 757.594.8659 � NAMI AUTHORIZED SIGNATURE: 6 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 MSN LOCATION. SEE DETAIL °E° SHT. 2 3° 3° 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. a. MAX SHIM TYPICAL ANCHOR INSTALLATION .11 6" 3° +- j— CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED — _ 6° 3° —I I— 31 4" X 4" FULL MORTISE BUTT HINGES I --) I- 6° 6° -i I— 6" li) 6" • • • re 6 `3" 3. HARDWARE SCHEDULE 1. KWIKSET OR SCHLEGE ANSI /BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5 -1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES Panic lotalli IltfI onlor NToo1o11C Reeled* • DaIe )ig 0 m N 0 O z DAM 7/ 1/05 SCAM: N.T.S. DWG. BY: SWS *AC. SW: DRAWING NO.• DWG- MA- F7.0128 -05 stEEr 3 OF 3 3" -1 SEE DETAIL 3° —•I F_a 6° SEE DETAIL 3° E. _ f 3 3° 3° — 3° 6. 1- 3 I 17 1 I �11 '�{ 6° O I r6° 1 � 6 ° 1. 1i 6° 6 `� 3° 0—' S DETAIL �J C 6.„-Ii I — -- O— �- 6 I I DETAIL "D_ #8 x 2 -1/2" #10 x #10 x 3/4" #8 x 2 -1/2" #10 x 3/4" #10 x 2 1 1.375" INSWING THRESHOLD DETAIL " " 0.9621 110 x 1 -1/4" #10 x 3/4" a SEE DETAIL in °D° 0 W 0 2 v DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. OUTSWING THRESHOLD SEE DETAIL °C° to cc U N p 00 (Nl O LJ-1Z CC etC LtJ C 00 Er) nQ U ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD Sc INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DOW 995 OR EQUAL EQUAL .mss TYPICAL GLAZING DETAIL, 16 R 1 -1/2" PFS to z 0 1- • me 7/ 7/05 N.T.S. sma 599. BY SWS 09C. BY: DRAWING NO.• DWG -MA - FL0128 -05 s+EE1 2 OF 3 • COMPARATNE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET $ DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS 00. 00 SINGLE DOOR UNIT WITH SMITE �. II 11 11 O � rc O a .0: *oo DOUBLE INSWING UNIT W /SIDELITE$ •I 0 0 ' SINGLE DOOR UNIT SINGLE DOOR UNIT WISIDELITES wn SIDELITE 1{r�mbNAlf Waft (b: I\ITOot,1(6 Dale e0 00 DOUBLE DOOR UNIT WI IDELITE$ m z 0 O DATE 7/17/05 scILLE N.T.S. 0WG. BY SWS c .8Y MOM 8 N0 • DWG- MA- FL0128 -05 DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 155 OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING X 37.5" +76.0 / -76.0 +76.0 / -76.0 +19.0 / -19.0 +55.0 -55.0 XX 74" +55.0 / -55.0 +55.0 -55.0 +19.0 / -19.0 +55.0 -55.0 OX or XO 75" +55.0 -55.0 +55.0 -55.0 +19.0 // -19.0 +55.0 -55.0 OXO 112.5" +55.0 / -55.0 +55.0 -55.0 +19.0 / -19.0 +55.0 / -55.0 OXXO 149" +55.0 / -55.0 +55.0 / -55.0 +19.0 / -19.0 +55.0 / -55.0 m z 0 O DATE 7/17/05 scILLE N.T.S. 0WG. BY SWS c .8Y MOM 8 N0 • DWG- MA- FL0128 -05 1%/27A2 23.01 5E18414542 J GHJI .rsr rILY1 L_ _- . • • ••• •• ••I • • •; • • • •, • •. • •• SITILDING CODE coM AANCE OVF1Cg ( ) rRQ DUCT assfrisoi., DIVISION . OtAC � � • • • ♦ m - • • • •• • • ; • • • • • • • • • jAU • • • • ••• • • • • • i • ••• •• ;•• • • r 7 •• •, • • • • ••• • Apt mom F mitirgire,sm n Jt 1 , PL45RIDA 33 3 (305) 375 -i FAX (105) 7f Meld ,ii •• ••L 424 e Beach, litivfets Florida 33407 •• • Arab ibe use of cqs� n is s NOA is issued sr the applicable rules and regulations 8� Pi-minion and a+ 21 pal , This 'out has been r+evit dbyheami -Dade County Tht to be used and Miami Dade County o ailo d ?ly by the Board °Rules and Apneas (BORA.) the A ity Having Jvrisdiction'(AID). This NOA shaky clot be valid 'after the aeration date Mated Po Division (1 Dade Cory) and/or a AE (m Anna . ►) tyrc b Sket b or dal imbed for quality c P , m F - may + die accepted nicriner, the weindkaturer incur the expense of such tends* aciiately r modify, or suspend the use of such Product or material Witifin their �;. , .l n.; that this 1 tl b,:r;_ �rra woke this if it is by Miami-Dade County Produce theterasl fells to meat the requirements of the applicable building code. This oduct is approved as described Vii, and has bey designed to comply with thc,kb1gh Velocity 1 u gars Zmne of the Elva id s Building Code. DUCE/MOM 0.03r $olld Esrthit Alurninuni rands Ste ° APPROVAL d ring No,. 03 -141, titled " 0.050 Solid Bertha fa i °Y i Y i 1 Y. Storm Pane ca p sl'e is l 15 ai 15, prepared by teem, Inc.„ dated July 02, 2003, last revision r , ,.. , de number and espial a� County Product Control Revision �np the Notice ofA by * i -tode Carty licroduct Control Division. IMPACT' i�,'Y' C% l and Semen ebb a C71$� city, stam � :a d G4 Each 1 tow apermanent labC1 fall " Mi» Cali Product Control Approved', unless o ' E noted b afters renewal application has , filed card them the has 1r change ;n'tbe applicable building Dada rely affecting the 1acfortna.nceof this prod' Mt1ON oftbis /MA v oomr area the expAration date of time has been. a revision or oh ; _c manertals, toe, ardfor nianufilicture of the product or process. Morse of this NOt l as as endorsement of `y advertising product, for Sem or airy other purposes shall automatically termilu0 this NOA. Failure to oz m ` with nny sectiOn of This NOA shin be ettune fie 'on and of NO � �: � ', Florida, and i al owed ',',?� ADVERTISEMENT: The NOA bud by the words lltiami e , al o h ix, the c ce cote > be displayed in, . fff any portion of a; NOA is displayed, be ba r, entirety, sired to �e u®er by the :, Y r og its '� INSPECTIONt A spry of NCD.A wall be pr s aaaL aml sib be amiable far boa at Ake job site at a rest of the ding d ,cument meat el .en a` )O This NOS. sa & reams NOA # 014516.061k consists of this pege 1 & The sobtnitiod documemstion ins reviewed by Balmy ;A- , P.E. A 110ANoO' 31 'l7 6Y Date: es r vset Aral Date: OR in old?. - age ••• ••• • ? • • T • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • g ige (MN 4.0X' liM,E_BINS MIIKEIBBILEASI scre rtr • • • • • --MST SCOOME./ ral•-7:•—•• towir6 111 1 111111111111 Kim ME .111111111111 11111. L wawa moos rse stsrptysto- 53, 1 4, /-11 1'. 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