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WS-18-1966Inspection Worksheet Miami Shores Village 10050 N.E. 2ndAve, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-001357-2018 Permit Number: WS-7-18-1966 Scheduled Inspection Date: November 05, 2018 Inspector: Naranjo, Ismael Owner: JEFF YAO Address: 11300 NE 2 AVE Renne M. Hall Project Miami Shores, FL 331380000 BARRY UNIVERSITY Contractor: PP3 CONSTRUCTION CORP GABRIEL RODRIGUEZ Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Door Replacement Phone Number: 3058993996 Parcel Number: 1121360000050-20 Phone Number: 3053890065 Buliding Department Comments REPLACE 16 SETS OF ENTRY DOOR WITH NEW NOA METAL PANEL DOORS. Checklist Item General Comments Passed Passed False Failed Correction Needed Re -`Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Comments Inspector Comments MARIO 305-215-6318 November 02, 2018 For Inspections please call: 305-762-4949 Page 33 of 38 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Parcel Number Permit NO.►-%-'� $-'i9f>f Permit Type: Windows/Shutters Work Classification -Door Replacement Permit StatusAPPROVED Expiration: 02/18/2019 Applicant 11300 NE 2 Avenue Number: Renne M. Hall 1121360000050-20 Miami Shores, FL 33138-0000 Block: Lot: BARRY UNIVERSITY INC Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 Contractor(s) PP3 CONSTRUCTION CORP Phone Cell Phone (305)389-0065 (305)757-5129 Valuation: Total Sq Feet: $ 23,000.00 0 • Type of Work: REPLACE 16 SETS OF ENTRY DOOR WITH No of Openings: 16 Additional Info: REPLACE 16 SETS OF ENTRY DOOR WITH Classification: Commercial Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $13.80 $3.90 $2.60 $4.60 $260.00 $60.00 $9.00 $18.40 $372.30 Pay Date Pay Type Invoice # WS-7-18-68305 07/23/2018 Credit Card 08/22/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 322.30 $ 322.30 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building Review Structural In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT. I .-rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zpnSg. ,j� thermore, I authorize the above -named contractor to do the work stated. 4ithorjked S ature: Owner / August 22, 2018 Applicant / Contractor / Agent Date Building Department Copy August 22, 2018 1 s %\Aw%. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 CGS Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION *BUILDING ❑ ELECTRIC ❑ ROOFING ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS �FBC 2017 Master Permit No. W S It — I'1 �b Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11300 NE 2nd Avenue (Barry Mottram Doss Hall) City: Miami Shores County: Miami Dade Zip: 33161 Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: B Load: Construction Type: 1 1 1 B Flood Zone: OWNER: Name (Fee Simple Titleholder): Barry University, Inc. Address: 11300 NE 2nd Avenue City: Miami Shores state: Florida NO X BFE: FFE: Phone#: 305-899-3790 Zip: 33161 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: PP3 Construction, Corp. Address: 750 NE 96th Street Phone#: 305-389-0065 City: Miami Shores Qualifier Name: Gabriel Rodriguez State: Florida Zip: 33138 Phone#: 305-389-0065 State Certification or Registration #: CGC1516509 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: FL Zip: Value of Work for this Permit: $ 23,000.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New • Repair/Replace Description of Work: Replace (16) sets of Entry Doors with new NOA Metal Panel Doors. ❑ Demolition Specify color of color so thru tile: �w Submittal Fee $ �l Permit Fee $ 2.60 • " CCF$ 13 • %O CO/CC $ a Scanning Fee $ -I Radon Fee $ 2 ' 60 DBPR $ 3 •610 Notary $ Technology Fee $ 1 Q • 4 0 Training/Education Fee $ 4 • 60 Double Fee $ Structural Reviews $ 60 . Bond $ TOTAL FEE NOW DUE $ 32- • 3 o (Revised02/24/2014) Sign: Print: S ** *Bonding Company's Name (if applicable) NA Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) NA 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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. OWNER or AGENT The foregoing instrument was acknowledged beforemethis dQ - day of „RAJ)/, 20 lb , by StiSk r2iSfNt{AAU , who is ersonally known to me or who has produced as identification and who did take an oath. NOTARY P - : LI EA •I— M' •VW W-ww T7 Notary Public State of Florida Jeffry J Yao My C,ommisslon FF 185481 Expire& 11/12/2014 APPROVED BY lvtiv ** The fore oing instrument�was acknowledged before me this vV b day of "W , 201�, by { , whPrcnnally known to me or who has produced as identification and who did take an oath. NOTARY PUBLI • Sign: Notary P 'Sta a of Floe •a Jeffry J Yao { My Commission FF 168481 Expires 11/12/2018 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-2136-000-0050 Property Address: 11300NE2AVE Miami Shores, FL 33161-6628 Owner BARRY COLLEGE Mailing Address 11300 NE 2 AVE LAVOIE BLDG 2ND FL RM 204 MIAMI SHORES, FL 33161-6628 USA PA Primary Zone 8200 SCHOOLS & CHURCHES Primary Land Use 7241 EDUCATIONAL/SCIENTIFIC - EX : EDUCATIONAL - PRIVATE Beds / Baths / Half 0/0/0 Floors 2 Living Units 66 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 623,362 Sq.Ft Lot Size 1,740,400 Sq.Ft Year Built 1954 Assessment Information Year 2018 2017 2016 Land Value $6,961,600 $6,961,600 $6,961,600 Building Value $38,119,989 $38,439,360 $36,913,434 XF Value $2,586,435 $2,607,248 $2,628,780 Market Value $47,668,024 $48,008,208 $46,503,814 Assessed Value $47,668,024 $48,008,208 $46,503,814 Benefits Information Benefit Type 2018 20171 2016 Educational Exemption $47,668,024 $48,008,208 $46,503,814 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 36 52 41 40 AC SE1/4 OF NE1/4 LESS E35FT & LESS W40FT LOT SIZE 1740400 SQUARE FEET Generated On : 7/23/ Taxable Value Information 1 2018i 2017 2 County Exemption Value $47,668,024 $48,008,208 $46,503. Taxable Value $0 $0 School Board Exemption Value $47,668,024 $48,008,208 $46,503 Taxable Value $0 $0 City Exemption Value $47,668,024 $48,008,208 $46,503. Taxable Value $0 $0 Regional Exemption Value $47,668,024 $48,008,208 $46,503 Taxable Value $0 $0 [ales Information Previous Sale Price OR Book -Page Qualification Descriptioi The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appra and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 7/23/2018 2018 'FLORIDA NOT FOR PROFIT CORPORATION ANNUAL REPORT FILED DOCUMENT# 711458 Apr 30, 2018 Entity Name::BARRYMNIVERSITY, INCH Secretary of State CC0782375183 Current Principal Place of Business: 11300 N.E. SECOND AVENUE MIAMI, FL '33161 Current Mailing Address: 11300 N.E. SECOND AVENUE MIAMI, FL 33161 US FEI Number: 59-0624364 Name and Address of Current Registered Agent: DUDGEON, DAVID 11300 NE SECOND AVE LAVOIE HALL #209 MIAMI, FL 33161 US Certificate of Status Desired: No The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Officer/Director Detail : Title S Title T Name DUDGEON, DAVID Name TROSENTHAL;SUSAN) Address 11300 NE SECOND AVE Address 11300 N.E. SECOND AVENUE City -State -Zip: MIAMI FL 33161 City -State -Zip: MIAMI FL 33161 Title D Title PD Name BUSSEL, JOHN Name BEVILACQUA, SISTER LINDA Address 11300 NE SECOND AVE Address 11300 NE SECOND AVE City -State -Zip: MIAMI FL 33161 City -State -Zip: MIAMI FL 33161 Title VP Name MURRAY, JOHN Address 11300 N.E. SECOND AVENUE City -State -Zip: MIAMI FL 33161 Date I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that 1 am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 617, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: DAVID DUDGEON GENERAL COUNSEL AND 04/30/2018 SECRETARY Electronic Signature of Signing Officer/Director Detail Date Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: alifier/Ow a re Date Print Name Florida Building Code Online Page 1 of 1 PLOPi0A CfCAaTM/NT OF Business Professional Regulation MIBECRETAR r BCIS Home I Log In I User Registration j Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us 1 BCIS Site Map I Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application list Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other Search Results - Applications 2017 ALL ALL ALL ALL ALL ALL ALL ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Refine Search 226; ALL ALL ALL ALL ALL ALL ALL all Type Manufacturer Validated By - Status FL22633- Revision Masonite International Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies National Accreditation & Management Institute (804) 684-5124 Approved * R3 History *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Aixessibility Statement :: Jtefund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 1f you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a PPggrrl�ogQaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter jSS7F. ., please click here. • • • • • • • • • •• • Product Approval Accepts: Credit Card Safe ,t:curity. iFTRIC�, • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • https://www.floridabuilding.org/pr/pr_app_lst.aspx 8/14/2018 Florida Building Code Online Page 1 of 4 d�°pr BcIS Home Log In I User Registration ` Hot Topics I Submit Surcharge ( Stets & Facts I Publications I Contact Us 1 BCIS Site Map I Links Search Product Approval USER: Public User Product Aooroval Mena > Product or Application Search > Aoolication List > Application Detail FL # FL22633-R3 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreiber@mason ite.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing • • • • • • • • • • • • • • • • •• • •• • • • • • • •• • • • • • Certification Agency National Accreditation & Management InstOt•' • • • • • Validated By National Accreditation & Management Institdt!• • Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard TAS 201 TAS 202 TAS 203 Product Approval Method Method 1 Option A Date Submitted 04/16/2018 Date Validated 04/18/2018 Date Pending FBC Approval Date Approved 04/24/2018 • • •• •• • • • • Par •• • Ye•1994 • • 1494 1994 • • • • • ••r•• • • • • • • • • • • •• • • • • • •• • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3cRDYzFYh... 8/14/2018 Florida Building Code Online Page 2 of 4 Summary of Products FL # Model, Number or Name Description 22633.1 HPC Steel -edge Steel Side -Hinged 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22633 R3 C CAC NI013762.01-R1.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22633 R3 II FL0221.pdf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22633 R3 AE 514008.pdf required. Door top rails stamped "HPC". See DWG-MA-FL0221 for details. Created by Independent Third Party: Yes 22633.2 HPC Steel -edge Steel Side -Hinged Door Unit 6'-8" Impact Glazed I/S or 0/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22633 R3 C CAC NI013762.04-R1.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22633 R3 II FL0223.pdf Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design Verified By: National Accreditation & Management Institute Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22633 R3 AE 514008.odf not required. Door top rails stamped "HPC". See DWG -MA- Created by Independent Third Party: Yes FL0223 for details. 22633.3 Steel -edge Steel Side -Hinged Door Unit 8'-0" Opaque I/S or 0/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22633 R3 C CAC NI013762.06.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +48/-48 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22633 R3 II FL0224.pdf Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design Verified By: National Accreditation & Management Institute Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When Evaluation Reports • • • • impact resistance is required, hurricane protective system is FL22633 R3 AE 514007.pdf • • • •••• • not required on doors, but is required on sidelites. See DWG- Created by Independent Third per! Y3 • • • MA-FL0224 for details. • . . 22633.4 Steel -edge Steel Side -Hinged Door Unit 8'-0" Glazed I/S Single or DoublpeDbEi•A/ or w/o Sidelites •••• • • Limits of Use • • Certification Agency Certificate• • • • Approved for use in HVHZ: Yes FL22633 R3 C CAC NI013761..Q441. •••• Quality Assurance Contract Expiration Date • Approved for use outside HVHZ: Yes Impact Resistant: No 06/30/2021 • • • • •••• Design Pressure: +40/-45 Installation Instructions • Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, FL22633 R3 II FL0225.pdf : • Verified By: National Accreditation & Management ireStote and where pressure requirements do not exceed the design Created by Independent Third rartyy • • pressures listed. 12'-0" x 8'-0" max nominal size. When • Evaluation Reports • • • • • • impact resistance is required, hurricane protective system is FL22633 R3 AE 514007.pdf • • • required. See DWG-MA-FL0225 for details. Created by Independent Third Party: Yes • • • 22633.5 Steel -edge Steel Side -Hinged Door Unit 8'-0" Glazed 0/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22633 R3 C CAC NI013762.07.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +45/-40 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22633 R3 II FL0225.pdf Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design Verified By: National Accreditation & Management Institute Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22633 R3 AE 514007.pdf required. See DWG-MA-FL0225 for details. Created by Independent Third Party: Yes 22633.6 Steel -edge Steel Side -Hinged Door Unit 8'-0" Impact Glazed I/S or 0/S Single or Double Door w/ or w/o Sidelites ••• • • • • • • • • • • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3cRDYzFYh... 8/ 14/2018 Florida Building Code Online Page 3 of 4 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +40/-40 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12.-0" x 8'-0" max nominal size. When impact resistance is required, hurricane protective system is not required. See DWG-MA-FL0226 for details. Certification Agency Certificate FL22633 R3 C CAC NI013762.08.pdf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22633 R3 II FL0226.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22633 R3 AE 514007.pdf Created by Independent Third Party: Yes 22633.7 Steel -edge Steel Side -Hinged Door Unit 6'-8" 3/4-Lite Glazed I/S or O/S Single or Double w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22633 R3 C CAC NI013762.03-R1.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22633 R3 II FL0219.odf Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design Verified By: National Accreditation & Management Institute Created by Independent Third Party: pressures listed. 12.-0" x 6'-8" max nominal size. When Evaluation Reports t impact resistance is required, hurricane protective system is required. See DWG-MA-FL0219 for details. FL22633 R3 AE 514008.odf o., Created by Independent Third Party: Yes 22633{8, r - ► ____y — Steel -edge Steel Side -Hinged Door Unit 6'-8" Impact Glazed I/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency_Certificate Approved for use in HVHZ: Yes IFL'22633 R3 C CAC NI013762.05-R1.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +40/-45 Installation Instructions Other: Evaluated for use in locations adhering to the Florida( "FL'22633 R3 II FL0222.pdf Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design -Verified By: National Accreditation & Management Institute Created by Independent Third Party: pressures listed. 12.-0" x 6'-8" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is— FL22633_R3.AE_514008.odf not required. See DWG-MA-FL0222 for details. \. Created: byIndependent.Third Party: Yes 22633.9 Steel -edge Steel Side -Hinged Door Unit 6'-8" Impact Glazed O/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22633 R3 C CAC NI013762.05-R1.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 • • • • • • Design Pressure: +45/-40 Installation Instructions • • • • • • Other: Evaluated for use in locations adhering to the Florida FL22633 R3 II FL0222.pdf ... • : • • • Verified By: National Accreditation & Management Institute Created by Independent Third p : • • • • • Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports • impact resistance is required, hurricane protective system is FL22633 R3 AE 514008.pdf • • • Created by Independent Third Warty: Yes - not required. See DWG-MA-FL0222 for details. 22633.10 Steel -edge Steel Side -Hinged Door Unit 6'-8" Opaque I/S or O/S Single t/41 . • • • • • •• •• •••• Limits of Use Certification Agency Certificates • • • • Approved for use in HVHZ: Yes FL22633 R3 C CAC NI013762-R1 pdf; • • Quality Assurance Contract Expiration Dater Approved for use outside HVHZ: Yes Impact Resistant: Yes 06/30/2021 • • • • • Design Pressure: +65/-65 Installation Instructions • • • • • • Other: Evaluated for use in locations adhering to the Florida FL22633 R3 II FL0218.pdf • • • Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design Verified By: National Accreditation & Management Institute Created by Independent Third Party: pressures listed. 3'-0" x 6'-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system is not FL22633 R3 AE 514010.odf required. See DWG-MA-FL0218 for details. Created by Independent Third Party: Yes 22633.11 Steel -edge Steel Side -Hinged Door Unit 6'-8" Opaque I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When impact resistance is required, hurricane protective system is Certification Agency Certificate FL22633 R3 C CAC NI013762-R1.pdf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22633 R3 II FL0218.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22633 R3 AE 514008.odf Created by Independent Third Party: Yes • • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3cRDYzFYh... 8/14/2018 Florida Building Code Online Page 4 of 4 not required on doors, but is required on sidelites. See DWG- MA-FL0218 for details. !Back' !Next' Contact US :: 7fi91 R1Pir 4trtne Road. Tallahassee FL37399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe sectIPIh".G1I i Htc.� • .•• • • • . .... • . • . .. . .. • . .. • . . . . • • .... . . • .... • • • .. .. .... . . • . . . • . • • • • . .. . • .. . • • • https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3cRDYzFYh... 8/14/2018 L. Roberto Lomas P. E. 1432Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008 434-688-0609 Date: 05/01/2017 rilomas15 Iriomasoe.com Test Report: WA Product: Double Door with and without sidelites 12'x6'8" (wood frame) Scope; This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ 6 w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NDS 2012. TR12) Nominal diameter: D: 0.190 in 6ap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fbt = 80,000 psi Side member: Douglas Fir -Larch (6=0.50) Main member: Spruce -Pine -Fir (6.0.42) Side member thickness: t,= 1.000 in Man member thickness: t„: Side member dowel bearing strength: F„ = 4,650 psi Main member dowel bearing strength: F„ : Side member dowel bearing length: 1, = 1.000 in Main member dowel bearing length: I„ Mode I„ Mode I, qm P= Kb = Zs= 636.5 Ibs/in 725.61 lbs 2.400 302 lbs qs = P= Kb Z,= Min. Design value: Z= 110 Ibs Duration Factor: Co = 1.6 Allowable Design Value (ZCo): 1.500 in 3,350 psi 1.140 in Mode II Mode 1TI„ Mode III, Mode IV 884Ibs/in A: 0.0007 A: 0.00096 A: 000107 A: 0.0014 884 Ds 8: 1.07 B: 0.57 B: 0.5 8: 0.000 2.400 C:-427.67 C:-253.62 C: -267.7 C: -93.6 368 lbs P. 331 Ibs Ms = 46.8 in-Ibs Mm : 46.8 in-Ibs Kt, = 2.400 P = 297 Ibs P = 319 Ibs P : 263 Ibs Z. 138 lbs Ko : 2.400 Ko : 2.400 K. = 2.400 Z. 124 lbs Z. 133 lbs Z. 110 lbs Z' = 175 lbs/anchor Solid members w/ 8 w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw Nominal diameter: D: 0.190 in Root diameter: Dr: 0.152 in Minimum required penetration: p: 1.140 in Side member: Douglas Fir -Larch (6=0.50) Side member thickness: t,= 1.000 in Side member dowel bearing strength: F„ = 4,650 psi Side member dowel bearing length: I, = 1.000 in Mode I„ qm P= Ka' Z.= Min. Design value: Z. 163 lbs Duration Factor: Co : 1.6 Allowable Design Value (ZCa): (NDS 2012, TR12) 6ap: g: 0.0000 in Moment arm: 0.0000 in Screw bending yield strength: FA = 80,000 psi Man member: Steel strap/clip Main member thickness: t„= Main member dowel bearing strength: F•, Main member dowel bearing length: 1,, Mode I, Mode II Mode III„ Mode III, 11752 lbs/in qs= 884Ibs/in A: 0.0003 A: 0.00059 A: 0.00033 13397 Ibs P = 884 lbs B: 1.07 8: 0.57 8: 2.400 KO = 2.400 C:-4038.9 C:-3864.9 C: 5582 Ibs Z,= 368 Ibs P. 2287 Ibs Ms = 46.8 in-Ibs Mm = Ko = 2.400 P = 2126 Ibs P : Z. 953 lbs KD = 2.400 Kb : Z. 886 lbs Z. Z'= 262 lbs/anchor 0048 in 61,850 psi 1.140in • • • • • • • • • • • • • • • • •Mode IV • • A: 0.0806 • • 0.5 B: 0.0d0e • -267.7 C. -93.6 • 46.8 in-Ibs• • • • • • • 420Ibs •••••P= I92elbi•• 2.400 KO 2.400• • • • 175 Ibs • • Z. 163•Ibs •• •• •••• •• • • Fastener type: 1/4" ITW Tapcon Substrate: Hollow block Edge distance: 4.00 in Edge distance: 2.00 in Actual edge distance: 2.50 in Spacing: 4.00 in Spacing: 2.00 in Actual sparing: 3.00 in Allowable Design Value (Zf,u,n): Z"= N.O.A. 16-1222.06 Minimum embedment: Tabulated shear design vaue: Tabulated shear design value: Reduction factor: Tabulated shear design value: Tabulated shear design value: Reduction factor: 155 Ibs/anchor Z = 202 lbs Z = 161 Ibs 0.85 Z „ 202 Ibs Z = 164 Ibs 0.91 • • • • • • • • • 1.25in • • • • Minimum anchor capacity: 155 Ibs/anchor Note: Anchor; with the least capacity is used for calculations to qualify anchors wlffi higher capacity. 1 of 3 • • • • • • • •• • •• • • • `��111��FIlf1/ % . s \V• EN�'s`�_ Eis TAT OF • • w w • ��i/S��NALIsl%o Luis R. Lomas P.E. FL No.: 62514 5/2/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 434-688-0609 rllomas(a)Irlomaspe.com Manufacturer: Masonite Report #: 514008 Date: 05/01/2017 Anchor calculations. minimum reau/red anchors 36.38 36.38 Al AzY / Al 1 1 72.75 79.25 37.50 36.38 36.38 37.50 t t t t Al n A4 /\ A4 " Al / Y � YA5Y'3Y A2 Al v A4 v A4 '. Al 147.75 Anchor Locations: 6.00 TYP. 79.25 Design pressure: 60.0 psf Zone Area (ft2) Load (lbs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) �h Load (Ibs) Al 2.3 138 WA N/A 155 1 138 OK A2 7.7 463 6.00 21.00 155 5 93 OK A3 7.7 463 WA N/A 155 3 154 OK Design pressure: 60.0 psf Zone Area (ft2) Load (lbs) Ind (In) Max. O.C. (in) Anchor Result Cap. (Ibs) QtY Load (lbs) AI 2.4 146 N/A N/A 155 1 146 OK Az 7.9 473 6.00 21.00 155 5 95 OK A3 7.8 468 N/A N/A 155 4 117 OK A4 2.3 138 N/A N/A 155 1 138 OK Ay 7.7 463 N/A N/A 155 3 154 OK Double door 36.38 79.25 6.00 13.45 MAX.. O.C. 6.00 8.00 TYP. 3.00 TYP. -+ 1 1 1 36.38 18.19TYP.1 1 1 1 2 of 3 • • • • • • • • •••• • • • • •• • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • `�0l1+►1/7/, • A*451 •*s =•o cr. TAT OF .. � . .. c1.. ��'4••;oCORtOP* � : //I/01111110 Luis R. Lomas P.E. FL No.: 62514 5/2/2017 4 3 of 3 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 434-688-0609 rl IomasCa)Irlomaspe.com Manufacturer: Masonite Report #: 514008 Date: 05/01/2017 Double door with sidelites 7 6.00 TYP. .6-18.75 37.50 TYP. - 35.38 36.38 37.50 6.00 TYP. 3.00 TYP. -r 18.19TYP.1 ►- e.00 f I _ II I I I I I I I I I I I I _ _ 1 13.45 MAXI.O.C. 325 1____ 690 installation Instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 21/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • • •••• •• • • • • •• • • Y • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • ���,••��O E NS�.•gcf��': FE*: 0451 • *Si -w TAT OF Luis R. Lomas P.E. FL No.: 62514 5/2/2017 • NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI013762.05-R1 1955 Powis Road Certification Date: 06/26/2017 West Chicago, IL 60185 Expiration Date: 06/30/2021 Revision Date: 04/13/2018 Product: Metal -Edge Steel Opaque Inswing or Outswing Door w/ & w/o Impact Rated Sidelites (w/Wood Frame unless noted) Specification: TAS 201/202/203-94 Glazing: Insulating Glass: 1/8" Tempered Glass/1/8" Heat Strengthened Glass/0.090" Saflex PVB Interlayer/1/8" Heat Strengthened Glass The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswing Glazed or Opaque Maximum Size Structural Design Pressure Water Test Pressure Missile Impact Rated Test Report Number Drawing Number &• • • • . EQlrrm.nts • • • • • X le US Glazed 3'0" x 6'8" +40/-45 0.0 psf Yes ATLNC 0124.01-17 • • • • MaximumItaieSic: 3'0" x 6'8"•. •Sin • • Anchor DetttilS°4)i1iC•.MA-FL0222 J7 X Single O/S Glazed 3'0" x 6'8" +45/-40 3.75 psf' 6.0 psf ' 7.50 psf °.s Yes • ATLNCGL24)1-17/W-1857 • • Maximuiil iVel S$ze: 3'0" X S r • • • Anchor Detain -M-MA-FL40222•1f • • XX Double I/S Glazed 3'0" x 6'8" +40/-45 0 psf Yes A1'LI%21424.01-17• • • • • • Maximum Pane Size: 3'0" xd•8'"• •• .. , Anchor D4aalf tiVipi-MA-FL0221 17 XX Double O/S Glazed 3'0" x 6'8" +45/-40 3.75 psf' 6.0 psf' 7.50 psf ' Yes A'FLNC 0124.01-1; • MaximumPanrj Size: 3'0'►xbP ''i • • •' Anchor DttiiVDVMG-MA-F'%222--- 7 • • • XO/OX Single w/Sidelite I/S Glazed Door Glazed Sidelite 6'0" x 6'8" +40/-45 0 psf Door -Yes Sidelite-Yes ATLNC 0124.01-17 • • • • Maximum Panel Size: 3'0" x 6'8"/5idelrte: 3'0" x 6'8" Anchor Details-DWG-MA-FL0222-17 XO/OX Single w/Sidelite O/S Glazed Door Glazed Sidelite 6'0" x 6'8" • +45/-40 3.75 psf' 6.0 psf' 7.50 psf' Door -Yes Sidelite-Yes ATLNC 0124.01-17 Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-DWG-MA-FL0222-17 OXO Single w/Sidelites I/S Glazed Door Glazed Sidelite 9'0" x 6'8" +40/-45 0 psf Door -Yes Sidelite-Yes ATLNC 0124.01-17 Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-DWG-MA-FL0222-17 OXO Single w/Sidelites O/S Glazed Door Glazed Sidelite 9'0" x 6'8" +45/-40 3.75 psf' 6.0 psf' 7.50 psf' Door -Yes Sidelite-Yes ATLNC 0124.01-17 Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-DWG-MA-FL0222-17 OXXO Double w/Sidelites I/S Glazed Door Glazed Sidelite 12'4" x 6'8" +40/-45 0 psf Door -Yes Sidelite-Yes ATLNC 0124.01-17 Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-DWG-MA-FL0222-17 OXXO Double w/Sidelites O/S Glazed Door Glazed Sidelite 12'4" x 6'8" +45/-40 3.75 psi' 6.0 psf' 7.50 psf' Door -Yes Sidelite-Yes ATLNC 0124.01-17 Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-DWG-MA-FL0222-17 1-Denotes Bumper Outswing Threshold 2 -Denotes Z-Series Outswing Threshold 3-Hi-Dam Outswing Threshold 4-Pro T4 Threshold 5-HP Outswing Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: •••• • • •••• • • • •• • • • • • • • • • ••• • 1111 MASONITE HPC IMPACT GLAZED STEEL -EDGE STEEL. 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 USTED. 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE TSILM (SHUTTERS) IS NOT REQUIRED. 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING: TEST DESCRIPTION IJTE FRAME DESIGNATION SELF IGNMON TEMP ASTM D1929 842 'F > 650 'F RATE OF BURNING ASTM 0635 1.28 IN/MIN SMOKE DENSITY ASTM 02843 70.2% TENSILE STRENGTH. ASTM 0638 1.8% DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 6. DOOR SLABS MUST BE STAMPED "HPC' ON TOP RAIL • • • SINGLE DOOR UNIT DOUBLE DOOR UNIT • • SINGLE DOOR UNIT WITH SIDELITE 21" MAX D.L.O. -- 149' MAX. OVERALL FRAME WIDTH 36.375" MAX. PANEL WIDTH W/ASTRAGAL rI37.5" MAX. FRAME WIDTH • • • • •♦ •• •I •• •• • SINGLE DOOR UNIT WITH SIDELITE • •• • ••• • ••• ••• �• DOUBLE DOOR UNIT W/SIDELJTES • • SINGLE DOOR UNIT W/SIDELITE$ • • •• •• •••••• • •••• •••• ••• • • • •• • • • • • •• • • • • • •• •• • • • • • • • • • • ,DOUBLE DOOR UNIT W/SIDEUTE$ DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15Z OF DESIGN PRESSURE •CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER 0/S Z-SERIES 0/S HIGH DAM 0/S T4 0/S HP 0/S X 37.5" +50.0 -50.0 +50.0 / -50.0 N A +25.0 -25.0 +40.0 •/ -40.0 +50.0 -50.0 +50.0 l 50.0 +50.0 / -50.0XX 74" +50.0 -50.0 +50.0 / -50.0 N A +25.0 -25.0 +40.0 -40.0 +50.0 -50.0 N/A N A OX or XO -50.0 12.5" 1149" +50.0 z 7 /A +25.0 -25.0 +40.0 S/ j% N7A N/A OXXOA +50.0 / -50.0 +50.0 -50.0 N7A +25.0 / -25.0 +40.0 / -40.0 +50.0 Jl -50.0 N-50.0 N/A TABLE OF CONTENTS SHEET # DESCRIPTION 1 2 3 TYPICAL ELEVATIONS & GENERAL NOTES `ANCHORING LOCATIONS & DETAILS ANCHORING LOCATIONS & DETAILS Addends' bt ' Cat OnN(:. MSo,3 fledeeledey: aft • • •••••• • •• • • • • •• • KURT BALTHAZOR FLORIDA P.E. #56533 • a • • e • i• I: •• • •• J • 0 N W cr 1- z O CO 5 0 Q CC c0 O 2 DATE: 6/21/17 ALE N.T.S. Ma SY: SWS IOW BY: DRAWING NO.: DWG-MA-FL0223-17 SHEET 1 OF 3 6' - 3' -1 f. SEE DETAIL "C" 3" #8x2" #8 x 2" DETAIL "D" JL 1.375" _ T INSWING THRESHOLD 1.482" T Z—SERIES 0/S THRESHOLD 3" 6" — #10 x 5/8" #10 x 5/8" #10 x 2-1/2" #10 x 5/8' SEE 3' E" DETAIL 3- 6"-•I 6" — — 3" 6" 6" 8" I— 3' 3" 3' SEE DETAIL DETAIL "C" f 3" 0- 6" 1 #10-24 x 1/2" #10-24 x 1/2" 0.9621 1 1.437" PRibn'•35 — 6" 0. w tz a l W a SEE DETAIL rn "D" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. Tom' BUMPER 0/S THRESHOLD T4 0/S THRESHOLD 1.437' k HP 0/S THRESHOLD 1.75' I ]11 047' T HIGH DAM 0/S THRESHOLD 6" SEE DETAIL "I r • • • • •• • •••••• • •••••• • • •••• •••••• •••••• • • • • • • �! /ASTRAGAL RETAINER, BOLT I:OL'E• • • MUST BE DRIGJ THROUGH THE THRESHOLD & INTO -no • • STRUCTURE DEEP ENOUGH •••• FOR A 1.375" THROW DETAIL "F" ASTRAGAL n, n • • • 0.124' HEAT STRENOT14ENED 0.090" SAW( (NOA 15-1201 11) 0.124' HEAT STRENGTHENED Addend o ,t J1 • M9. Ntotss�L � aai 0091 995 DECORATIVE INSERT (OPTIONAL) .0124' 1EMP. 1/2' BITE i1DEBIQBQS TYPICAL. GLAZING DETAIL IMPACT RATED GLASS DOW 995 • • •• • • • • i z z 0 V_) ov co 0 z DATE: 8/21/17 SC LE: N.T.S. owo• Eft SWS CHIC. BY: DRAWING NO.: DWG—IAA—n.0223-17 SHEET 7 of _ SEE DETAIL "C" SHT. 2 SEE DETAIL "E" SHT. 2 3" SEE DETAIL "F" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) 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 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 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 155 LBS. 1.25" MIN 3" SEE DETAIL "D" SHT. 2 'o TYPICAL MASONRY ANCHOR INSTALLATION 1.50 N 6" i r — 6" 6" 6" O 1- I 3" 3^6 6' 111.141111111 WiRq 111.Erli CL —I I- HARDWARE SCHEDULE 1. 2. 6" — —I I— 31 KWIKSET SERIES 400 GRADE 3 CYLINDRICAL SERIES 980 GRADE 1 DEADLOCK HARDWARE AT 5-1/2" CENTERLINE. 4" X 4" FULL MORTISE BUTT HINGES. } CO e a w O1.d ®r 2• • • • -•KA a • •• •. •••• • to 1•• • .41'21;1 •••••• • • •• •• •••••• • • •••• i •••• •• •• • .. • • • 1 • •• • • • • • •• •• • • LATCH ARID • T1:1 BE •ItISTALL6116 • • •• • • • • •• • MAX" SHIM TYPICAL WOOD BUCK ANCHOR INSTALLATION 1"X1/2" CORRUGATED 3' FROM EACH END AND 7' OC #10X2" WOOD SCREW 6 FROM EACH END AND 12" OC A AMEX CAULK ACRYLIC CAULK COMBINATION WOOD MULLION (BOXED) CL t COMBINATION WOOD MULLION (BOXED) WOOD SCREWS" EACH END INTEGRAL WOOD MULLION (CHS) io NMII,>ew Cee%abon#la». MimicPao/ he O : v fn/18 • • cc 00 g o () OCL rs y^-, g • m•••••• :!NG • •• 3 •c• • •a• • 0 x w 0 W 0 • • • • • • m co F- 0 0 z z 0 (n DATE 6/21/17 SCE: N.T.S. DWG. swS CHK. BY: DRAWIND MO.: DWG -MA -f10223-17 SHEEP , OF 3 t • b( 0 PROJECT SITE RENEE MOTTRAM DOSS HALL MIAMI SHORES, FL 33168 BARRY UNIVERSITY 0 VICINITY MAP v4c kg PERMIT #: Miami S`1ciVillage APPROVED •Ac tT 1OCCMMPI1 NCEWrHA < ED`Y�. STATE ANL) CCUNIY RULES AND REGULATI ... RENEE MOTTRAM DOSS HALL DOOR REPLACEMENT RENEE MOTTRAM DOSS HALL, MIAMI SHORES, FL 33168 BARRY UNIVERSITY 11300 NE 2ND AVE, MIAMI SHORES, FL 33161 DRAWING INDEX SHEET # SHEET TITLE ISSUE DATE REV. # REV. DATE GENERAL COVER SHEET 07.10.18 ..•••. ARCHITECTURAL • ••• •••• A-1 DESIGN INFORMATION 07.10.18 • ••. •• • A-2 FLOOR PLAN BLDG. A 07.10.18 • • • A-3 FLOOR PLAN BLDG. B 07.10.18 • • • • • ' A-4 FLOOR PLAN BLDG. C 07.10.18 .•••• , . •• • . • •• A-5 DOOR PLAN AND SCHEDULE 07.10.18 _ • • • A-6 DOOR DETAILS 07.10.18 _• SCOPE OF WORK: • • • • • . .• • • • •• it • • • • • • a • • • •• • • • • THIS PROJECT INCLUDES THE REPLACEMENT OF EXISTING DWELLING UNIT EXTERIOR DOORS LOCATED AT BERRY UNIVERSITY, RENEE MOTTRAM DOSS HALL BUILDING, MIAMI SHORE CAMPUS. THERE WILL BE A TOTAL OF SIXTEEN(16) EXTERIOR DOORS WHICH SHALL BE REPLACED. STAMP:,OF. BARRY UNIVERSITY: RENEE MOTTRAM DOSS HALL, DOOR REPLACEMENT ,,,... DANIEL AR • ANI• VI•• R 97839 �� S' , If" fill$ �rE`R • • • 'R(', ��M� DIAZ # 97839 ., ,' V •..44/ • •�'��• STATEMENT: TO THE BEST OF MY KNOWLEDGE, THESE DRAWINGS AND PROJECT MANUAL ARE COMPLETE AND COMPLY WITH THE "FLORIDA BUILDING CODE", THE "FLORIDA FIRE PREVENTION CODE, AND ALL OTHER APPLICABLE CODES AND REGULATIONS FOR THIS SUBMITTAL. 1 NO. REVISIONS DATE ® 2018 by D & 0 Studio, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&0 STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 I AA 26003190 ARCHITECTS P: 786.239.1322 I F:305.223.0574 I WWW.D-Q-S.COM - STUDIO x ( •s :'e — _ 1 • cc w Z cc 0 U DESIGN LOADING PER FBC 2017, WIND LOADS PER ASCE 7-10 ROOF LIVE LOAD = 30 PSF ROOF DEAD LOAD = 20 PSF ULTIMATE WIND SPEED = 186 MPH (144 MPH ASD) RISK CATEGORY II BUILDING: ENCLOSED WIND EXPOSURE CATEGORY "C" Kd = 0.85 INTERNAL PRESSURE COEFFICIENT = +/-0.18 BASIC ULTIMATE WIND PRESSURE = 69.0 PSF 5 4 5 a a • • •. • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • •• •• • • • WALL WIND ZONES: COMPONENTS AND CLADDING DESIGN • • CORNER DISTANCE, WALL ZONE a = 3'-6" •. • • •• •. • • • •. •• • • • • • .• •• • • • • • • • • • • MEAN ROOF HEIGHT: <= 22 FT COMPONENT AND CLADDING WIND PRESSURES 7 DEG. < SLOPE < 27 DEG. AREA ZONE TRIBUTARY AREA (SQ. FT.) 10 20 WALL 4&5 PRESSURE psf 45 45 4 SUCTION psf -48 48 5 SUCTION psf -60 -59 TABLE 1: ASD (SERVICE) COMPONENT AND CLADDING PRESSURES STRUCTURAL REVIE APPROVED z DA -E?17,012 STAMP: • DRAWN BY: DD D&QPN: 1808 BARRY UNIVERSITY: RENEE MOTTRAM DOSS HALL, DOOR REPLACEMENT NO. REVISIONS DATE o OF F •D.Q • • ' ' 11: •�o�Tii 1. •lc • �I • • • R 978 (• •!+ II , • • V =� • • O l� �6 •. iv �\ ems%' ' • • ' , �__.4,_ �� £. • •A:, ,• ♦ „"'` / DANIEL DIAZ AR # 97839 CHECKED BY: DD DATE: 07.10.18 STUDIO ARCHITECTS We _ 6, 2018 by D & Q Studio, LLC. THESE DRAWINGS AND _ SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 I AA 26003190 P: 786.239.1322 I F:305.223.0574 I WWW.D-Q-S.COM INFORMATION DESIGN PERMIT SUBMITTAL KEY PLAN scale: N.T.S. NOTE: BUILDING A, OF RENEE MOTTRAM DOSS HALL CONSIST OF DWELLING UNITS 1 THRU 4 • N in ai J M N 35.47' RM DOSS HALL BLDG A .L: 1 D I 111:! N IM. 35.50' RM DOSS HALL - BLDG A FIRST FLOOR PLAN SCALE: 1/16" = 1'-0" ' • L M M 0) N M N 35.47' RM DOSS HALL BLDG A IM. 35.50' • • •• •I • • • • • • • • • • • •• •• • • • • • • • • • • • •• • it • • • I•• .• • • • • • • • •• • •1• • • • • • t•• •• • .I • • • • .: •t•••• • • • 4• • • • • • • t.• • _ J RM DOSS HALL - BLDG A SECOND FLOOR PLAN STAMP: •F DRAWN BY: DD D&Q PN: 1808 BARRY UNIVERSITY: RENEE MOTTRAM DOSS HALL, DOOR REPLACEMENT NO. REVISIONS DATE •'��#O•��r F '�� F; • • " ' CHECKED BY: DD DATE:• 07.10.18 ®2016 by D 8 Q Studio, LLC. THESE DRAWINGS AND PERMIT SUBMITTAL tr, SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL LLC. WHETHER THEO �• • R 9783 • ; V \ +� ��J` (• �' Q `I� `� . •� REMAIN THE PROPERTY OF D&0 STUDIO PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR 1 1 NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY%. II MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS FLOOR P LA N • ?. ••••,_ ' • "ED ARG • • ,, ������� _ • PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE STUDIO USER'S RISK AND D80 STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. ��D�. A A 2 IMP DANIEL DIAZ ARCHITECTS 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 I AA 26003190 AR # 97839 P: 786.239.1322 I F:305.223.0574 I WWW.D-Q-S.COM RM DOSS HALL - BLDG B SECOND FLOOR PLAN A-2, SCALE: 1/16" = 1'-0" RM DOSS HALL - BLDG B 01 FIRST FLOOR PLAN A-2 SCALE: 1/16" = 1'-0" NOTE: BUILDING B, OF RENEE MOTTRAM DOSS HALL CONSIST OF DWELLING UNITS 5 THRU 12 • Cu) Po C C 23'-4" RM DOSS HALL BLDG B 158.0' 0 `-J L_J 1 _l 23'-4" C C • -' -i N f r - L I__l • III • 00001. 10000 • • 158.0' M. RM DOSS HALL BLDG B • •••• • •• • •• • • •• • • • • • • -.1 .L• • • -•• L__ • .. •- . I • • • • 158.0' Sf. t Ir'EURaL NtVIE nri •APPROVED IM. • • .-_4i--}0-_ •• • 23'-4" DAT ��-- 1 In .• • •• •1 • • 0.11. •• _J STAMP: DANIEL AR ,WOW of '�� �; • • b �•. AR i +- '. 6 in • '•.DIO FR' ••• ���� DIAZ # 97839 F� ' ' *'` 7 l� ` ' ' • �iP 39 Q V 'RG II, �� �. • -o� 41/ •• •() ; •��''' �,•' DRAWN BY: DD D&QPN: 1808 BARRY UNIVERSITY: RENEE MOTTRAM DOSS HALL, DOOR REPLACEMENT NO. REVISIONS DATE CHECKED BY: DD DATE: 07.10.18 ARCHITECTS L- STUDIO o �, © 2018 by D & Q Studio, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTYICHH OF STUDIO LLC. XECUTTHE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR i NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS LLC..PROJANY EXCEPTECT CH UNAUTHORIZED USETTEN RWILLIBE SOLELON OF Y AT THE USER'S RISK AND R NO RESPONSIBILITYDARISINGIOUT OO LLC FISUCH LL AUSE. 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 I AA 26003190 P: 786.239.1322 1 F:305.223.0574 I WWW.D-Q-S.COM FLOOR BLDG• PLAN B PERMIT SUBMITTAL A .... 3 i-Li 1 .,, _ J .i ' tU_ fil BLDG c • .K• r Ate '�Si -- • ' -Yiz ' :r S 'W, . R—*..`«rhe-. ti • 0 BLDG. B --� T 1 \ l KEY PLAN scale: N.T.S. NOTE: BUILDING C, OF RENEE MOTTRAM DOSS HALL CONSIST OF DWELLING UNITS 13 THRU 16 • ' i. 35.5' RM DOSS HALL BLDG C 0 0 35.45' 0 of L\ J • C i A-2 - A • RM DOSS HALL - BLDG C FIRST FLOOR PLAN SCALE: 1/16" = 1'-0" • 3 S7 •UC;. 35.5' RM DOSS HALL BLDG C 0 co 0 35.45' IM. 9 a2 0 0 • -.:I • .• - • •• • • • •• • e••• • 1 ,• • -• •,• • �. .• • • '-s' • • , i • • •..• • � • • . •• 1.,• •{• • • .. '.l. •."•�. ••. •-04 • J APPROVED L REVIE •. DAT,-1.1 A,4/ RM DOSS HALL - BLDG C SECOND FLOOR PLAN SCALE: 1/16" = 1'-0" •• • • • • •'• .• • TD-1rD STAMP: ,��� iii II DANIEL AR .,,,.oF •�� �; • ... • / ° • AR =� '• =s� • "ED •�*gII DIAZ # 97839 i.s## tl 97 1'}.�(8 • 3 P1/41 . D.Q % •'o • �,'m • • ~ , • V : • •.441 \ ` DRAWN BY: DO D&Q PN: 1808 BARRY UNIVERSITY: RENEE MOTTRAM DOSS HALL, DOOR REPLACEMENT NO. REVISIONS DATE CHECKED BY: DD DATE: 07.10.18 STUDIO ARCHITECTS I - Q _ 2018 by 0 & Q Studio, LLC. THESE DRAWINGS ANDPERMIT - SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTYICH OF WERE STUDIO LLC. XECUTTHE PROJECT FOR WHICH THEY PREPARED IS EXECUTED OR I NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. 8445 S.W. 42ND STREET MIAMI, FLORIDA 33155 I AA 26003190 P: 786.239.1322 I F:305.223.0574 I WWW.D-Q-S.COM FLOOR BLDG. P LA C N SUBMITTAL A NM 4 3'-4" 3'-0" ' 2' 0 DOOR CLOSER io EXTG. WALL 7 02/A-6 Q m 0 ALLOWABLE STRESS DESIGN: +45/-48 DESIGN BASIS: • MFR: MASONITE INTERNATIONAL CORPORATION • MODEL: IMPACT STEEL -EDGE DOOR, # MDH-137-4 • GLASS DESIGN: TO BE COORDINATED WITH OWNER • NOA #: FL# 22633 • CERTIFICATION #: NI013762.04 • HARDWARE: TO BE COORDINATED WITH OWNER DOORS SHALL HAVE CLOSER. • CONTRACTOR TO PROVIDE NOA SUBMITTAL TO AHJ. REFER TO DOOR SCHEDULE 01 TYP. DOOR ELEVATION �A-5 / SCALE: 1/2" = 1'-0" DOOR SCHEDULE DOOR NO. DOOR FRAME DETAILS GLAZING REMARKS SIZE TYPE MATL TYPE 1 3'-0" X 6'-8" x 1-3/4" 1/4 LITE MTL WD REFER TO DETAILS A-6 Y LEFT HAND OUT SWING 2 3'-0" X 6'-8" x 1-3/4" 1/4 LITE MTL WD Y RIGHT HAND OUT SWING 3 3'-0" X 6'-8" x 1-3/4" 1/4 LITE MTL WD Y RIGHT HAND OUT SWING 4 3'-0" X 6'-8" x 1-3/4" 1/4 LITE MTL WD Y LEFT HAND OUT SWING 5 3'-0" X 6'-8" x 1-3/4" 1/4 LITE MTL WD Y LEFT HAND OUT SWING 6 3'-0" X 6'-8" x 1-3/4" 1/4 LITE MTL WD Y RIGHT HAND OUT SWING 7 3'-0" X 6'-8" x 1-3/4" 1/4 LITE MTL WD Y LEFT HAND OUT SWING 8 3'-0" X 6'-8" x 1-3/4" 1/4 LITE MTL WD Y RIGHT HAND OUT SWING 9 3'-0" X 6'-8" x 1-3/4" 1/4 LITE MTL WD Y RIGHT HAND OUT SWING 10 3'-0" X 6'-8" x 1-3/4" 1/4 LITE MTL WD Y LEFT HAND OUT SWING 11 3'-0" X 6'-8" x 1-3/4" 1/4 LITE MTL WD Y RIGHT HAND OUT SWING 12 3'-0" X 6'-8" x 1-3/4" 1/4 LITE MTL WD Y LEFT HAND OUT SWING 13 3'-0" X 6'-8" x 1-3/4" 1/4 LITE MTL WD Y LEFT HAND OUT SWING • • • • •• 14 3'-0" X 6'-8" x 1-3/4" 1/4 LITE MTL WD Y RIGHT HAND OUT SWING : .9. • ••_ 15 3'-0" X 6'-8" x 1-3/4" 1/4 LITE MTL WD Y RIGHT HAND OUT SWING .• • • •••• • Ain 16 3'-0" X 6'-8" x 1-3/4" 1/4 LITE MTL WD Y LEFT HAND OUT SWING • GENERAL NOTES 1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL BY OWNER AND ARCHITECT, 2. CONTRACTOR SHALL VERIFY EXISTING STRUCTURE, MEASUREMENTS AND COORDINATE PER PRODUCT APPROVAL REQ. 3. CONTRACTOR TO COORDINATE FASTENING DETAILS PER PRODUCT APPROVAL REQ. 4. DOOR HARDWARE TBS BY OWNER AND INSTALLED BY CONTRACTOR. INTERIOR P STRUCTURAL RUCFURAL REVIE APPROVED DA 2 A5 REFER TO DOOR TYP. DOOR SCALE: 3/8" = 1' -0 EXTERIOR • • • • • • • • • • •••;•• EXTG. WALLS, TYR.• • • • • • • • DOOR TO BE REPLACED,REFER TO DETAILS SHEET A-6 ••• • • • • •• • • • • • •• •• • • • • •• • • • • ••• • LO ,a SCHEDULE FLOOR PLAN (1) tt STAMP: 0OF �Ft DRAWN BY: DD D&QPN: 1808 BARRY UNIVERSITY: RENEE MOTT-RAM DOSS HALL, DOOR REPLACEMENT NO. REVISIONS DATE ib DANIEL AR 4; • • 074 • • R - ia =�-•• • .FRED ••,,���,•,' DIAZ # 97839 ' ' IE4 • 7 ( �� • • DiQ �� �o �/ ; �� • 3 • / `" l6 ••��t/'NOT. ARG I'' CHECKED BY: DD DATE: 07.10.18 ARCHITECTS _ lipe,..MANNER STUDIO !• ®2018 by D & Q Studio, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF DU) STUDIO LLC. WHETHER THE S EXECUTED OR THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY ONO ROJECT FOR HIER PCH HROJEY ECTS OR XTENRE PREPARED ISIONS TO TTHIS DIO LLC. ANY PROJECT SUCH UNAXCEPT BY UTHORIZED USETTEN R WILLIBE SOLEON OF LY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 I AA 26003190 P: 786.239.1322 I F:305.223.0574 I WWW.D-O-S.COM DOOR SCHEDULE PLAN AND PERMIT SUBMITTAL _ NOTE: PATCH AND PAINT TO MATCH INTERIOR FINISH. EXTG INTERIOR GWB EXTG. CONCRETE LINTEL-:�-; INTERIOR DOOR CASING-. r 1/4" SHIM PER NOA. DOOR FRAME MECHANICAL FASTENER PER NOA 5 3/4" GENERAL NOTES EXTG. STUCCO BACKER ROD AND SEALANT ALL SIDES DOOR CLOSURE PERIMETER GASKET LINE OF WALL BEYOND DOOR DOOR HEAD SCALE: 1-1/2" = 1'-0" 1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL BY OWNER AND ARCHITECT. 2. CONTRACTOR SHALL VERIFY EXISTING STRUCTURE AND COORDINATE PER PRODUCT APPROVAL REQ. 02 INTERIOR DOOR CASING EXTG. INTERIOR WALL EXTG. CONC. WALL EXTG. STUCCO FINISH. • •• • • . ..• DOOR JAMB . SCALE: 1-1/2" = 1'"Q:..• 1/4" SHIM PER NOA. WOOD BUCK DOOR FRAME THRESHOLD BELOW MECHANICAL FASTENER PER NOA DOOR PERIMETER GASKET PATCH AND PAINT STUCCO MATCH EXTG. COLOR AND TEXTURE TOP OF EXTG. CONC WALKWAY 03 DOOR SILL • • ••• •• .•. • • • ...• •.. . • • . .• . .. . • . •• .. •... • DOOR CASING BEYON[2 • LINE OF 1V.E BEYOND • • • DOORFRAME . . . ..• • DOOR THRESHOLD(PER NOA) SET IN BED OF SEALANT, ANCHOR PER NOA TOP OF EXTG CONC. FLOOR. A-6} SCALE: 1-1/2" = 1'-0" STAMP: 4. DANIEL AR �P• �. • =� Illi �1 # 97839 IOM*. c, OF �I�`Q •. • •.CC��TTfD ,,,", DIAZ 7839 F�o� . ,.,.- 1 • V ; ' ��'' V• ' ._• •A9 DRAWN BY: DD D&QPN: 1808 BARRY UNIVERSITY: RENEE MOTTRAM DOSS HALL, DOOR REPLACEMENT NO. REVISIONS DATE CHECKED BY: DD DATE: 07.10.18 i I STUDIO ARCHITECTS I _ _ ® 2018 by D & Q Studio, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO USER'S ANY SUCH AND D&OIZED USE WILL BEILL BEAR THE RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 1 AA 26003190 P: 786.239.1322 1 F:305.223.0574 1 WWW.D-Q-S.COM DETAILS DOOR PERMIT SUBMITTAL Ai_ 6 . • . • • . • • • •