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WS-17-2513 (2)Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit, NO. WS-10-17-2513 Permit Type: Windows/Shutters Work 0-ass/float/on: Door Replacement Permit Status: APPROVED Issue Date: 5/3/2018 Expiration: 10/30/2018 Parcel Number Applicant 11300 NE 2 Avenue Number: Nat & Health S1 1121360000050-08 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: $ 1,500.00 0 Type of Work: REPLACE 1 HM DOUBLE DOOR WITH NEW N No of Openings: 1 Additional Info: REPLACE 1 HM DOUBLE DOOR WITH NEW N Classification: Commercial Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $1.20 $2.00 $2.00 $0.40 $110.00 $45.00 $80.00 $9.00 $1.60 $251.20 Pay Date Pay Type Invoice # WS-10-17-65427 05/03/2018 Credit Card 10/23/2017 Credit Card Amt Paid Amt Due $ 201.20 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building Review Structural 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 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating rat c�� trrfor� authdrize the above -named contractor the work stated. y 03, 2018 construction a oni g. Fut orized Signat Applicant / ontractor / - Agent Date Buifding Department Copy May 03, 2018 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 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 RIECETV ,' OC 2'3 2017 BY: AAA. FBC 2011 nth Master Permit No. VvY , 1 `2S 13 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ CHANGE OF CONTRACTOR ❑ CANCELLATION JOB ADDRESS: 11300 NE 2nd Avenue (Barry University -Natural Science Building) City: ❑ RENEWAL ❑ SHOP DRAWINGS Miami Shores County: Miami Dade Zip: 33161 Folio/Parcel#: Is the Building Historically Designated: Yes Construction Type: 111 B Flood Zone: BFE: FFE: Occupancy Type: B Load: NO X OWNER: Name (Fee Simple Titleholder): Barry University, Inc. Phone#: 305-899-3790 Address: 11300 NE 2nd Avenue City: Miami Shores State: Florida Zip: 33161 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: PP3 Construction, Corp. Phone#: 305-389-0065 Address: 750 NE 96th Street 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: $ 1,500.00 Type of Work: ❑ Addition ❑ Alteration Square/Linear Footage of Work: [ 1 New ❑■ Repair/Replace n Demolition Description of Work: Replace (1) HM Double Door with new NOA HM Door at Classroom 105 Specify color of color thru tile: Submittal Fee $PCId ►1 G Scanning Fee $ t ` CO Permit Fee $ • ka " Radon Fee $ 2- - 03 Technology Fee $ • 00 Structural Reviews $ i`/S " 8o C CCF $ �" CO/CC $ DBPR $ 2 C17 Notary $ ..Training/Education Fee $ 0 ' 40 Double Fee $ Bond $ TOTAL FEE NOW DUE$ 2.-0( - 2-0 (Revised02/24/2014) 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. Signature OWNER or AGENT Signature RACT The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this •� day of (Meet, 20 17 , by l day of Q�1Cc7/'J'� , 20 L% , by Sim Il ft , who is personally known to K.0)111GLI67 , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: e 'Notary Public Stets of Florida Jeffry J Yao My Commission FF 168481 Of 'Or Expires 11/12/2018 ****************** APPROVED BY identification and who did take an oath. NOTARY PUBLIC: Sign: Prin Seal Notary Public State of iorida . JeffryJ Yao : My Commission FF 188481 4 e, Expires 11/12/2018 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-2136-000-0050 Property Address: 11300 NE 2 AVE Miami Shores, FL 33161-6628 Owner BARRY COLLEGE Mailing Address 11300 NE 2 AVE MIAMI SHORES, FL 33161-6628 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 2017 2016 2015 Land Value $6,961,600 $6,961,600 $6,961,600 Building Value $38,439,360 $36,913,434 $33,497,476 XF Value $2,607,248 $2,628,780 $2,554,483 Market Value $48,008,208 $46,503,814 $43,013,559 Assessed Value $48,008,208 $46,503,814 $43,013,559 Benefits Information Benefit Type 2017 20161 2015 Educational Exemption $48,008,208 $46,503,814 $43,013,559 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 W4OFT LOT SIZE 1740400 SQUARE FEET Page 1 of 1 Generated On : 10/23/2017 Taxable Value Information 2017 2016j 2015 County Exemption Value $48,008,208 $46,503,814 $43,013,559 Taxable Value $0 $0 $0 School Board Exemption Value $48,008,208 $46,503,814 $43,013,559 Taxable Value $0 $0 $0 City Exemption Value $48,008,208 $46,503,814 $43,013,559 Taxable Value $0 $0 $0 Regional Exemption Value $48,008,208 $46,503,814 $43,013,559 Taxable Value $0 $0 $0 Sales Information Previous Sale Price OR Book -Page Qualification Description 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 Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 10/23/2017 Current Principal Place of Business: 11300 N.E. SECOND AVENUE ROOM 105 FARRELL HALL MIAMI, FL 33161 Current Mailing Address: 11300 N.E. SECOND AVENUE ROOM 105, FARRELL HALL MIAMI, FL 33161 2017 FLORIDA NOT FOR PROFIT CORPORATION ANNUAL REPORT FILED DOCUMENT# 711458 Apr 27, 2017 Entity Name B'ARRY�UNIV.ERSITY I Secretary of State CC2519040112 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 CROSENTAAL'SUS--ANY 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 I 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/SECRETARY 04/27/2017 Electronic Signature of Signing Officer/Director Detail Date � ® ACURO CERTIFICATE OF LIABILITY INSURANCE �� DATE (MMIDD/YYYI() 10/23/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Merchant Insurance Solutions 12326 Isabella Drive Bonita Springs FL 34135 CONTACT NAME: Staci Merchant 'Am.Nr o. Extl: (239) 823-4382 ac, No): (866)406-4983 ADDRIESS: smerchant@merthantinsurancesolutions.com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Kinsale Insurance Company INSURED PP3 Contruction Corp 750 NE 96th Street Miami FL 33138 INSURER B: Ascendant Commercial Insurance INSURER C : Florida Citrus Business Industries Fund INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TYPE OF INSURANCE ANSD SUBR POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MMIDDIYYYY) UMW A X COMMERCIAL GENERAL LIABILITY 0100032821-2 10/13/2017 10/13/2018 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL 8, ADV INJURY $ 1,000,000 GEN'L X1 AGGREGATE POLICY OTHER: OTHER: LIMIT APPLIES JECT PRO - PER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ B AUTOMOBILE X LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS X SCHEDULED CA-41202-1 06/11/2017 06/11/2018 COMBINED SINGLE LIMIT (Ea accident) $ 500,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA UAB EXCESS UAB O OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ . DED RETENTION $ $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITYER OFFICER/MEMBER EXCLUDED? ANY PROPRIETOR/PARTNER/EXECUTIVE (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below YNN NIA 106-49201 03/14/2017 03/14/2018 X PEATUTE OTH E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) General Contractor CERTIFICATE HOLDER CANCELLATION The Village of Miami Shores 10050 NE 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2014/01) © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Gensteel Doors Inc. 4950 Hicicmore Street Ville St. Laurent, Quebec, Canada H4T1K6 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such productor material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "GenStorm" Flush Outswing Steel Doors APPROVAL DOCUMENT: Drawing No. AD10-09-001, titled "Genstor n Opaque Outswing Steel Doc System (LMI)", sheet 1 through 8 of 8, dated 10-22-99 and last revised on AUG 03, 2015, prepared by Ivey Enghtdel ig, Inc., signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Conttbl Revision stomp With the Notice of Acceptance number and expiration date by the Miami -Dade County Product ConfroT Section."' MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.Qovfeconomv • .... .. . Limitations:••• • 1. Doors are rated for water infiltration requirement w/ threshold B (w/ item #22 & cell foam 4apesentire flame. MISSILE IMPACT RATING: Large Missile Impact Resistant perimeter) •• •. .. .. 2. Lock Options # 1, 3 & 5 in sheet 6, require total two (2) flush bolts (top/bottom) on the Vitownding panel. LABELING: Each unit shall bear one of the following permanent labels: • Genteel Doors Inc. Gensteel Doors Inc. North AmerrcanJ5 ors Corp. 4950 Hickmore Street 2335 Industrial Park Drive 1471 Military 1'urrrpike .' •. •. Ville St. Laurent, Quebec, Canada H4T1K6 Cornwall, Ontario, Canada K6H7M4 Plattsburgh, NY 12901-1911 • and series and the statement: "Miami -Dade County Product Control Approved". RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section. of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #15-0526.04 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI•DADE COUNTY APPROVED NOA No. 16- Expiration Date: July Approval Date: June 407.10 4, 2021 3, 2016 Page 1 . • Gensteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file listed below) 2. Drawing No. AD10-09-002, titled "Genstorm Louver Outswing Steel Door (LMI)", sheet 1 through 8 of 8, dated 02-05-2099 and last revised on AUG 03, 2015, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. TESTS (submitted under files #15-0526.04/#12-0223.32 /#10-0121.07/#05-0127.11) 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 (PMK 2005-AT) Along with marked -up drawings and installation diagram of Genstorm Opaque Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 6346, dated 10/14/10, signed and sealed by Jorge A. Causo, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(PMK177T threshold) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 Along with marked -up drawings and installation diagram of Genstorm Opaque, Glazed and Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 5877, dated 10/13/09 and FTL 5898, dated 09/14/09, both signed itnd•seeled by Julio E. Gonzalez, P.E. (transferred from file # 10-0125.01) • • • • • 3. Additional Test reports per FBC TAS 201, 202 and 203-94, test report 1lo.'TS-30Sf33'10- '. DOUBLE, dated 12/09/04 for Double Outswing Honeycomb Steel Dopi;$gagm, prepated by • Intertek Testing Services, signed and sealed by Stephen J. Emermani P.8•(#05-012711). • C. CALCULATIONS (submitted under files #15-0526.04) ' •' ••• • 1. Anchor verification calculations and structural analysis, complying with 1 014 (eh . : Edition), prepared by MCY Engineering, Inc., dated 05/15/15 and Last rryiscii on 08/8./115., • • signed and sealed by Yiping Wang, P.E. : • : • D. QUALITY ASSURANCE : • . 1. Miami Dade Department of Regulatory and Economic Resources (RER). • .. . . . • .. • E. MATERIAL CERTIFICATIONS 1. Tensile Test, per ASTM A370-05 item B (1) (7) 2. Tensile test report NO. FTL 6745 per ASTM A370-05 dated 12/01/11, issued by Fenestration Testing Lab, signed and sealed by Martin D. Brinson, P.E. (submitted under file # 10-0125.03) F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition), dated 08/03/15, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E.(submitted under files #15-0526.04) 2. Statement letter of Lab. Compliance, as a part of above test reports. G. OTNF,R 1. This NOA renews NOA #15-0526.04, expiring on 07/14/21. 2. Test proposal No. 08-1489, issued to Gensteel Door Inc, approved on 11/14/08. 3. Distribution agreement between GenSteel Door, Canada & North American Door Corp, N.Y. dated 10/22/10, signed by Bruno Gervasi and Antonio Gervasi, respectively. // 11.ttk • Liatvt.L 'shift] I. Chnda, P.E. Product Control Examiner NOA No. 16-0407.10 Expiration Date: July 14, 2021 Approval Date: June 23, 2016 E - 1 • • • • 99 718" MAX. (000R OPENING) SEE ANCHOR DETA \ON SHEFT 4 8" MAX. 1, 12" 1, SILL CORNERS ^ rutAx.^ xX TYPE F OR FI INTO CONC, DOUBLE DOOR TYP. ELEVATION SERIES GENSTORM OPAQUE OUTSWING STEEL DOOR ILMI1 • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH TFIE REQUIREMENTS OF THE 5TH EDITION FLORIDA BUILDING CODE (2014) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). - DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. • 000RS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS OR IS NOT REQUIRED. (SINGLE ROW SELF ADHESIVE CLOSED CELL FOAM TAPE TO BE APPUED ENTIRE PERIMETER OF FRAME). - ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL- - MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMLAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 5TH EDITION FLORIDA BUILDING CODE (2014) SECTION AS APPLICABLE, - METAL STRUCTURES NOT BY GENSTEEL DOOR CO. MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, EX ANCHOI EXTRA ANCHORS FOR R INTO W000 ONLY DESIGN LOAD (FOR arms SHOWN ABOVE OR SMALLER) AS PENMInEO ay FRO +65.0 PSF -65.0 PSF ORS FOR • ONLY SEE DETAIL ON SHEET 52" MAX. (FRAME WIDTH) 48 MAX. (DOOR OPENING) • ACTIVE 61 MAX. - (X) I, 12' .1, 0 SILL CORNERS TYPE F OR Fe MAX. INTO CONC. SINGLE DOOR TYP. ELEVATION - WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. TO BE USED WITH 3000 PSI MIN. GROUT FILLED HEADMAMB •/D 0 O L0 WIRE ANCHOR LAYOUT TYPE G OPTIONAL EMBOSSED DOOR LEAF PATTERNS: - A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED 47MAIL IN DESIGN Of ANCHORS INTO WOOD ONLY. 0,.-.--(PANELwIDTH) - DOOR PANEL: MIN. 20 GA. (0.0391) STEEL MIN. Fy = 42 KSI MIN., g Fu=53 KS MIN. DOOR FRAME: MIN. 18 GA. (0.04W)STEEL MIN. Fy . 42 KSI MIN., g z Fu=53KSI MIN. - DOOR PANEtA1'F1L�S� I •ST I N: 2: G!16(Ir(91):TA�LESS• Ar- • STEEL DOORPANELMEETING MIII.jy-j2 Kfl, Fe. 5 KS0,11N. OR BETTER MAY 0UAURVMAV•IG 1lIL•IIERIFIGTEYSAS A • VERIFICATION 0 THEA� �F.Ael.E :N. 11.LSSTIfENOrH.• • • • DOOR PANEL STAINLESS OPTION: 20 GA. (0.0481) STAINLESS STEEL DOOR PANEL MEETING MIN Fy = 42 KSI, Fu •53 KSI MIN. OR BETTE§ MAV UALIFY HAVING "MIL -CERTIFICATE" AS A VERIFICitltAVAILAVE STREN¢TH. • • • • • • • • • • • • • NOTES: • • • • • EGRESRQUIREI RTS TO REVIEWED SY BUILDING• • • OFFICIAL • • • • • • 00 OD OD 00 DO RODUCP REVISED b oewplylK MIS the FIod& buldlut CM* Aarplako N. I f 057t • O L/ Wpbr'w Dove., -Tv Ly I 2.0 1 Mbrl MIR •e1 Ce•ud DO 0 El 0 El A® 00 0 m9 D aip; ®Aa ...GPM P.E. ��:, F):ORIOA REC,ISTRAT/0N,,�;, PE455983 .<.CAN. 28677 r, U) . t1J MIANI DADE COUNTY 6 9 'z^ 8 0 a 00 6 MCY. Engineering®Att.net AUG 0 8 2015 • • • • • • • • • • • • • • • • • • • • • • • 0,0 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0610 • • MTe RCLIL ros OWN z DR MC NU, AD-09-001 SHEL7 1 OF 8 HEAD DETAIL O TYPICAL THRESHOLD ' AIPRDFORWATERIEASTANQ e 1YP: ANCHOR TYPICAL THRESHOLD B� NFROFOR WATER R13STMCE METAL STRUCTURE HEAD DETAIL O HEAD DETAIL O TYPE A. (TYPE A1) (TYPE A2) TYPICAL ANCHORS W/ EMA (EXISTING MASONRY ANCHOR) tiffs JAMB: 5/18" DIA, ULTRACONS BY'ELCO' Fy=155 KSI Fu = 177 KSI DIRECTLY INTO 2BY W000 BUCK DIRECTLY INTO fe'=3000 PSI CONCRETE 1-1/2" MIN, EMBED 2-112" MIN. EDGE DISTANCE TYPE B. 3/8" DU4 HLC SLEEVE ANCHOR BY 1iILTr (TYPE 131) DIRECTLY INTO fc'a3000 PS1 CONCRETE. 3" MIN. EDGE DIST. (TYPE (12) DIRECTLY INTO to=2000 P51 CONCRETE BLOCK, 3-1/2" MIN. EDGE DIST. 1-1/4" MIN. EMBED TYPE C. 3/8" DIA SLEEVE ANCHOR BY WEJ-IT DIRECTLY INTO fc'•4000 PSI CONCRETE, 2-3/8" MIN. EMBED DIRECTLY INTO fc'=2000 PSI CONCRETE BLOCK, 1.1/4" MIN. EMBED 3-12' MIN. EDGE DISTANCE TYPE D. 3(8" DIA. POWER BOLT BY POWERS' DIRECTLY INTO f0•3000 PSI CONCRETE 2-1/2" MIN. EMBED 3" MIN. EDGE DISTANCE TYPE E. 5/18' DA. SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS) OR STST INTO METAL STRUCTURES (STF�O1V6UVINiki l " MIN•THICv 5l8" MIN. EMBED • • • • STEEL :Fy•38 KSI MIN. • • • • • ALUMINUM : 8083-T8 MIN. • • • • • • • • • • • • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) APPROVED SEFjLANT/CAULKING TO BE APPLIED AS NEEDED HEAD DETAIL O • •• HEAD DETAIL TYPICAL ANCHORS THRESHOLD; TYPE F. 1/4" OR 5/18" DIA. ULTRACONS BY ELCO' Fy = 155 K5) Fu = 177 KSI DIRECTLY INTO fc'=3000 PSI MIN. CONCRETE 1.12" MIN. EMBED 2-1/2" MIN. EDGE DISTANCE TYPE F1, 1/4'TAPCON BY ITW FY= 80 KSI Fu • 120 KSI DIRECTLY INTO fc'=3000 PSI MIN. CONCRETE 1-1/2" MIN. EMBED 2-1/2" MIN. EDGE DISTANCE TYPE 0, WIRE ANCHOR (FY • 60 ki11 Mw. 18' LONG 0,173 DIA. STEEL WIRE ANAHORS1EfiBE01NTO CeNCRIPRI ROCK • • • • •• • • • • • • • • • • • • ♦ • • • • • • • • • •• • • • • • • • • • • • • • • SEALANT: ALL FRAME JOINTS AND CORNERS TO BE SEALED WITH SILICONE AT PERIMETER IRODUC1 4CNew 1 complying wEh tNe IIe1IN DO141q Corte Aeeephnn No -0 7 /O .elas/nlleI DOE Y �! PRODUCt REVISED rI 710I will Me Flwd e Em WPM, nRoltollo o. 1st. (• CCT...� �ea" AUG 03 2015 MWNI DADE COUNTY. ..FLOPo{H:REGSIRATION , :..:•`:"" PE 455963. CAN,. 28677 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • - • •• •• • • • • • • • • • • • S by 11 n MCY. Engineering•Att net 5 DMZ fo-lT-ss Wei onex io e11•el= Y¢ AD-09-001 8116P1' 2 OP 8 (4) }" -20 x" MS Or #14 x1"SMS STRIKE PLATE WITH (2) #12 SMS x 24" SLEEVE ANCHOR EMBEDED 14" INTO CONCRETE HC822 REMOVABLE MULLION W/REINFORCEMENT CONCRETE BLS GROUT FILLED WIRE ANCHOR (SEE ELEVATION FOR SPACING) SEE SHEET 2 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) z 1/4" MAX. SHIM SPACE 0 z O Z • AI�EOMEN 1/4" MAX. SHIM SPACE •• ••• • • IVES SB 453 SURFACE MOUNT FLUSH BOLT EXTERIOR 06 x 11//2' SMS 12" O.C. OPENING WIDTH LOCK OPTION -(SEE SHEET 6) (SEE SHEET 1) MAX. FRAME WIDTH EMA ANCHOR AT EA. ANCHOR (SEE SHEET 1) LOCK OPTION # 1 SERIES 8200 SARGENT MORTISE LOCK W/ SURFACE BOLTS (INACTIVE) INACTIVE EXTERIOR LOCK OPTION (SEE SHEET 6) ACTIVE LOCK OPTION # 2 PR.MUCI RFAIEWi / PRECISION HC2100 RIM PANIC EXIT W/ HC822 REINFORCE MULLION L wco " With Ott AeeeplYrce N E..Nle • • • • • •• • • • • • • • • •• ••• •• • • • •• " 22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE NOT REQUIRED, IF WATER • • • • INFILTRpTIQN NOT IiEEDED Y • • • • • • • • • • • • • • ••• • • • • • • • • • •• • • • • • • • • ••• • •• • • PRODUC r REVISED r OMPI/A{ Witt We FIONs •CN•1 T., ir•u t1. .Pkrr. Da `+ • r( Yf *l4 IN►oA•t c11••�I PIAMI OADE COUNTY YGNNC,-WANO; P;E. -FLORIDA-REGISTRATION, PE #55983• , C.A.N."28677 2 2 0 iv 9 2 MCY. EngineeringeAtt. net E 8 E Date saw 01110,10 1410.1151 OM19Nc a AD-09-001 SHFZT 3 OF A ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE SHEET 2 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) 1/4" MAX. SHIM SPACE DOOR JAMBIFRAME SEE SHEET 2 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) 0 18 GA STEEL 4" LG ANGLE " DIA. ULTRACONS (1-}" EMBED) BOTTOM CORNER ANCHOR DETAIL "" 22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE NOT REQUIRED, IF WATER INFILTRATION NOT NEEDED SEE SHEET 2 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) U INACTIVE EMA ANCHOR AT EA. ANCHOR "PRECISION" HC 2800 CVR - ACTIVE LOCK OPTION IVES SB 453 SURFACE (SEE SHEET 6) MOUNT FLUSH BOLT , #6 x 1f2" SMS LOCK OPTION it 3 @ 12" O.C. 'PRECISION' HC 2800 PANIC DEVICE W/CONCEALED VERTICAL ROD(INACTIVE) / "PRECISION" HC2300 MORTISE PANIC EXIT(ACTIVE) W/ (2) SURFACE FLUSH BOLTS "PRECISION" HC 2300 MORTISE PANIC EXIT EXTERIOR CONCEALED VERTICAL ROD FAL EMAANCHORgCTIVE AT EA. ANCHOR 11111- . i° 1IHN ,M1i 1/4" MAX. SHIM SPACE w i ®EMA ANCHOR ACTIVE AT EA. ANCHOR �Pil -' LOCK OPTION SURFACE (SEE SHEET 6) VERTICAL ROD IRODUC1 R NLW10 n complying with the PUB& Balding Ce&e Attehhate Na LcW7• /0 Infamies wh 2/// By /C4 /.7 A IU+d aw.iio4•a Boma INACTIVE ,1111111111011M- lhI1®1l I I. IHH®I CONCEALED ��� VERTICAL ROD EXTERIOR M6 xi/2" SMS 12" O.C. LOCK OPTION q 4 "PRECISION" HC 2800 PANIC DEVICE WICONCEALED VERTICAL ROD / "PRECISION" HC2200 PANIC DEVICE WI SURFACE VERTICAL ROD MIN. EM DMEN l/4" MAX. SHIM SPACE LOCK OPTION (SEE SHEET 6) IVES SB 463 SURFACE DUC f REVISED M. eomplyh, IAD the RUMS wi.+tna C e AFeepevac.h'a fS-OS e. LaSeMiue Dole. i�/•s // INACTIVE MOUNT FLUSH BOLT y _�_ I1N®f� �►' : 1001I •• • • • •• •• • rT�n 1f�x 1111" SMS © 12" O.C. • • •• • • • • • • • • EXTERIOR • • • • • • •LOCKOF,t1tNAS• • •• •• PRECISION" HC2200 PANIC DEVICE W/ SURFACE VERTICAL ROD (ACTIVE) / IVES" SB453 SURFACE BOLTS(INACTIVE) • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • WM MDADE COUNTY �`hPIN4CWVAN&. P.C. FLORIDA REGISTRATION PE #5398. C}A,N. 288/7 8 5 ti 3 to Z Z z8 o 2z � Wg 2 OAS: news MAIM yw+u. MI -MS WI.Ypw AD-08-001 SHEET 4 OF 8 AUG 03 2015 • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • 0410 • • SEE SHEET 2 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) iw 0 U + AT EA. ANCHOR 11' 10 BA:ECMEM �; _ iiii itionpili 1/4" MAX. SHIM SPACE Ct` SEE SHEET 2 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) g w U g°• o MIN. 5 EMB(EDMENT LiA OPRECISION O IN VON DUPRIN LOCK OPTION EMA ANCHOR ACTIVE 9647 (CVR) (SEE SHEET 6) HC 2800 ACTIVE ' (CVR) , 1111111111 1111111101111111,1=11111111 CONCEALED VERTICAL ROD EXTERIOR LOCK OPTION # 6 'VON DUPRIN" 9847 PANIC DEVICE W/ CONCEALED VERTICAL ROD/ "PRECISION" HC2800 PANIC DEVICE W/ CONCEALED VERTICAL ROD 0 EMA ANCHOR AT EA. ANCHOR 1i4" MAX. I.v' SHIM SPACE A r"VON DUPRIN" 9875 PANIC DEVICE LOCK OPTION (SEE SHEET 6) J #6 x 1/2" SMS 12" O.C. EXTERIOR OPENING WIDTH 0 (SEE SHEET 1) MAX. FRAME WIDTH (SEE SHEET 1) SINGCEILEAFT PsIOf11I,7• • "VON DUPRE 9875 MOR SE WPC FIKITOEVICE. • •• • • • • • • • '" 22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE NOT REQUIRED. IF WATER INFILTRATION NOT NEEDED •• • •• • •• • • • •• • • • •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 3 PROMO RENEWID a, cacal*Nr BdWER Cade tree Moir _8400lotoocelW o o7.M rapb mop °NL7 (24 Ade rM� IhigmysIbts el CNMd n. "t\41 MIAMI DADE COUNTY ,G"Yirmc ...WAND; k.E. FlORIDA' 1iECiSIRA710N PE #55983 CAN: 28577 9. 9 7 3 0 9 9 9 0 1 E 8 vi �Cr oAn f0-22-M sou MAIM 10.0 1.101116.1. 130.11. IMMO ua AD-09-001 SHEET 6 0? 6 .•• . . • • . • • • . . • . . •.• • • • . • • • •• •• • • •.. • • • • • . . • • • • • • • •• •. • . . AUG 03 2015 LOCK OPTIONS LOCK OPTIONS FOR DOUBLE ORS ACTIVE PANELS CAN APPLY TO SINGLE DOORS OPTION 1 ACTIVE LEAF: "SARGENT 8200 SURFACE MOUNT MORTISE LOCK WITH HANDLE. WITH SURFACE MOUNT METALLIC DEAD -BOLT. LOCATED 38" FROM BOTTOM WITH (2) 832 xFH MS INACTIVE LEAF: 83/4' LONG 18 GA STRIKE BOX TO BE FASTENED BY (2)612-24 SCREWS "IVES" SB453 SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM. WITH (4) 1/4-20 x13/8" FH MS SURFACE MOUNT METAWC STRIKE PLATE AT FRAME HEAD TO BE FASTENED WITH (2) 610 x 1-1/4" FH SMS OPTION 3 ACTIVE LEAF: PRECISION' HC2300 MORTISE PANIC EXIT. SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM. WITH (4) 10 x 1.1/4" FH SMS INACTIVE LEAF: "PRECISION" HC2800 CONCEALED VERTICAL ROD TWO POINT LOCK SYSTEM WITH "PRECISION" PANIC DEVICE LOCATED 40" FROM BOTTOM WITH (4) 10-24 x 1.1/4" OH MS OPTION 5 ACTIVE LEAF: 'PRECISION" HC2200 SURFACE VERTICAL ROD. (4) 10-24 x 1-1/4" OH MS. LOCATED 39-3/4" FROM BOTTOM INACTIVE LEAF: "IVES" S8453 SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT. TO 8E FASTENED WITH (4) 12 x 1-1/4" FH MS OPTION 7 ti IiCTIV[ \�.,.CM fl V SINGLE PANEL DOOR ONLY: "VON DUPRIN" 9875 MORTISE PANIC EXIT WITH (2) 8-32 x 3/8" FH MS. LOCATED 393/4"FROM BOTTOM OPTION 2 (PRECISION RIM EXIT W. MULLION) ACTIVE LEAF: "PRECISION" HC2100 RIM EXIT PANIC DEVICE. SURFACE MOUNT LOCATED 41-3/4" FROM BOTTOM IMTH BY (4) 10-20 x 1.1/4" OH MS INACTIVE LEAF: "PRECISION" HC2100 RIM EXIT PANIC DEVICE. SURFACE MOUNT LOCATED 41-3/4" FROM BOTTOM WITH BY (4) 1/4-20 x 1" FH MS REINFORCED REINFORCED MULLION: HC822 PRECISION HARDWARE REMOVABLE WITH (4) I" 20 x MS OR 014 x 1" SMS AT TOP. I" x 24". SLEEVE ANCHOR EMBEDDED 14' INTO CONCRETE AT BOTTOM. OPTION 4 ACTIVE LEAF: PRECISION" HC2800 CONCEALED VERTICAL ROD TWO POINT LOCK SYSTEM WITH PRECISION PANIC DEVICE WITH (4) 10-24 x 1-1/4". LOCATED 39-12" FROM BOTTOM INACTIVE LEAF: 'PRECISION' HC2200 SURFACE VERTICAL ROD TWO POINT LOCK SYSTEM WITH PRECISION PANIC DEVICE WITH (4) 10-24 x 1-1/4" OH MS. LOCATED 39-1/2" FROM BOTTOM (2)-SURFACE MOUNT METALLIC STRIKE PLATE AT HEAD TO BE FASTENED WITH (2) 1/4-20 FH MS OPTION 6 ACTIVE LEAF: 'VON DUPRIN" 9847 CONCEALED VERTICAL ROD WITH PANIC DEVICE WITH. (2) 832 x 3/8" FH MS. LOCATED 39-3/4" FROM BOTTOM INACTIVE LEAF: "PRECISION" HC2800 CONCEALED VERTICAL ROD. SURFACE MOUNT TWO POINT LOCK SYSTEM WITH PANIC DEVICE WITH (4) 10-24 x 1.1/4". LOCATED 39-12" FROM BOTTOM •• • • • • • • • • •• • • . • •• . • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • HINGES: STEEL MORTISE HINGES 3 PER LEAF. LOCATED AT 9-t MAX. FROM TOP OF DOOR TO CENTER LINE OF 1ST HINGE. BALANCE TO BE SPACED OUT NOT TO EXCEED 37-15/16" MAX. FROM CL TO CL OF HINGE. TO BE FASTENED BY 412-24 x }" FLATHEAD MACHINE SCREWS. DOOR EDGE CONSTRUCTION NMI DADE COUNTY FIIOOUC1 AMMO se canpiylos wipe de Pleat Roldln* Cods At epI*88e Np /`-13y /4 R ' �O.IRfi M4sI Mde kted•R �YIPMO' WANC. P.E. ',FLORIDA REGISTRATION ' PE #55802 CAM., 288/7 0 Ak F. 0 x.^ MCY. Engine a rtn gnAtt ne t ous MINISCT 09-04. auxulc w, AD-09-001 SHEET a OF 8 AUG 03 7915 .•. • . • . • • • . • • • • . • . . • • . • • • • • • • • • • • • • • . • .• .. . • • •• •• 000 . . • ••• • • 2%" 18 GA DOOR FRAME JAMB AND HEAD 12 GA REINFORCEMENT PLATE 1/8 PRECISION HC822 STEEL MULLION FA3010 EXISTING MASONRY ANCHOR THRESHOLD 10 GA REINFORCE/FEN FR1200 FRAME RENrORCEAQNT OPTIONAL THRESHOLD PEDRO200SAT x 112,10 GA STEEL CAP RETAINING CUPS 21/2 150A STEEL CAP +FTdf GA STEEL CAP PART No, DR1010 10 GA MORTISE BOX REINFORCEMENT FA1040 FLOOR ANCHOR HR2000 DUST SOX HR1030 0OA HINGE REINFORCEMENT 10 GA MORTISE LACK EDGE NENFORCFMEN E DRILLED AND TAPPED FOR 11214 SCREW DR1700 MORTISE I OCR EDGE REINFORCEMENT • GAUGE REINFORCEMENT FR1100 ARA STRAW 00X REINFORCEMENT NOTES GRILLED AND TAPPED FOR 173A SCREWS 16 4" 1 .134" THICK STEEL HINGE 10• • 0.173' • • � • • • • • • • • • •• • • • • • • I ! • • • • • ••• • • • • • • • • • • • FA3030 • • • • • • • • MAsaNRY WIRIA; IlbR F: LMI •• ••• • 21 • •• •• • • •• • • • • •• • •A-36 • • • • • • • • STfiEL BAR INSERT • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • eROnt,C r REVISED O wl>,wPy.w. • Doe -a o tf R;r RDdReI 04•0R1 •RODUC'1 REHE1VI rnoNyIng withlrb10411: RuiRMR Code Molotov No/_0 07.0- Eopbnb. DN• MLul/lplp MIAM1 DADE COUNTY F'TIO.E. IIORRM RECISIRAN PE 05.98,3 C.AN. 28E77 AtJG 03 2015 EP 22 0 aC Y. EnCineerinC®Att net OAR IDM; VS Mx OOANN PIONCT 011r o In. AD-09-001 S11ERT 7 OF 8 BILL OF MATERIALS ITEM PART No. MATERIAL QTY, DESCRIPTION MANUFACTURER/SUPPLIER/ REMARKS 1 - STEEL OR ST/ST AS READ. FRAME HEAD/JAMB (5-j' x 2') 18 GA. (0,048MIN.) Fy. 42KSI MIN. 2 PMKI77-T ALI21. 1 THRESHOLD WITH THERMO SEAL INSERT PEMKO 177AT W/ THERMOSEAL(T) 3 - STEEL OR ST/ST AS REQD. DOOR PANEL 20 GA. (6036M1N) Fy= 42 KSI MIN. 4 DR1010. STEEL AS.REQD. MORTISE BOX REINFORCEMENT GENSTEEL 5 P 387 - AS REQD. PEMKO 387 CLOSED CELL SPONGE WEATHERSTRIP PEMKO 6 - STEEL AS REQD. 24' x 4' 12 GA. STEEL REINFORCEMENT GENSTEEL 7 HC822 STEEL AS REQD.. 2' X 3' X 1/8' REMOVABLE MULLION PRECISION HARDWARE HC822 Fy = 46 ksl 8 FA3010 STEEL AS REQD. EXISTING MASONRY ANCHOR GENSTEEL 9 SB453 - AS REQD. SURFACE BOLT IVES SB453 10 FR1200 STEEL AS REQD, 1-r x 12' 16 GA. FRAME REINFORCEMENT GENSTEEL 11 FA1040 STEEL 2 FLOOR ANCHOR 18 GA (1-¢' x 1-1' x 4-i' LG) GENSTEEL 12 HR2000 STEEL 3 PER LEAF HINGE DUSTBOX GENSTEEL 13 HR1030 STEEL 3 PER LEAF HINGE REINFORCEMENT WELDED TO FRAME GENSTEEL 14 DR1700 STEEL AS REQD. MORTISE LOCK. EDGE REINFORCEMENT WELDED GENSTEEL 15 FR1100 STEEL AS REQD. ASA STRIKE BOX GENSTEEL 16 179-454 STEEL 3 PER LEAF DUREX, HAGER #179-454-15 HINGE STANLEY 17 FA3030 STEEL AS REQD. MASONRY WIRE ANCHOR 173 DIA, 18 - STEEL AS REQD. 20GA, DUSTBOX GENSTEEL 19 PMK2005AT ALUM. 1 OPTIONAL THRESHOLD WITH THERMO SEAL INSERT PEMKO 2005AT W/ THERMOSEAL(T) 20 PEMKO 315_N - I PER LEAF, WEATHERSTRIP AT BOTTOM OF PANEL PEMKO 21 -. STEEL 1 PER MULLION 1 1/2' x 2 1/2' FULL LENGTH STEEL BAR REINFORCEMENT A36 PRECISION HARDWARE HC822 INSERT 22 PEMKO P375 - AS REQD. PEMKO 375CR ASTRAGAL WITH SPONGE NEOPRENE PEMKO WEATHERSTRIP APPLY WHEN WATER INFILTRATION IS REQUIRED 23 HONEYCOMB - _ AS REQD. INSIDE OF DOOR PANEL GENSTEEL SLOTS POR N L8scT3 SLOTS FOR INTEGRATED TAOS ON JAMBS FRAME FACETRIM CONTINOUSLY WELOF.D AND GROUND SMOOTH 22 GAUGE GUSSETS • • • • •• • • • ••• • • • • ", • • • • • • •• CORNER FR FiCONtTli2UCTICO. • • ••• • • • • • • •.• • • • • ••• • • • • • • • • • • • • • .•• • . • • . . . • • • • • • • •• •• • . • .• .. ••• • • • •.• • • /RODUCr REVISED ea Ya ep4 with tie Noddle bogglCode PR1st1UC1 xVAEW40 A1eiree Ne 0 8, complying with thePIod& EaElttli• Doi Bolding Code AccgNoncelW / 'd Yd%IG W�• i�n.•�. �no. �nl�. •MUNI de'elwdrt` MIAMI DADE COUNTY • YiPINB WAVG:. P.F.. `1ti0PoDA•, REOSTRATION % IE /5598.3 CAN. • JAd77 • AUG 0 3 2015 5 0 15. ou Em 2 NCI a ri 2 2°u mos MULCT 'a.eno ea AD-09-001 SKEET 8 OF 8 BARRY UNIVERSITY NW 123RD ST '•:BR2 CSwy 0 PROJECT SITE SIENA BUILDING MIAMI SHORES, FL 33161 VICINITY MAP SIENA BUILDINGDOOR REPLACEMENT SIENA BUILDING, MIAMI SHORES, FL 33161 BARRY UNIVERSITY 11300 NE 2ND AVE, MIAMI SHORES, FL 33161 DRAWING INDEX SHEET # SHEET TITLE ISSUE DATE REV. # REV. DATE GENERAL 'COVER SHEET 04.19.18 1 1 ,• ARCHITECTURAL •••.•• • A-1 DESIGN INFORMATION 04.19.18 •..• : •••• ___• A-2 KEY PLAN & AREA OF WORK FLOOR PLAN 04.19.18 ..... • • A-3 DOOR DETAILS 04.19.18 •••••co • co • a-• ...-R.. � • • • • • • SCOPE OF WORK: THIS PROJECT INCLUDES THE REPLACEMENT OF EXI SIENABUILDINC FOR BARRY UNIVERSITY. BARRY UNIVERSITY: SIENA BU REPLACEMENT RTC •••••• • • •• •• • • • • • M• • • • • •• •. ...... ON THE CROUID .L!,VEL ti)F THE • .. • •. • • • • APR 2$ 2018 STATEMENT: r,�, „A TO THE BEST OF MY KNOWLEDGE, tES 1 RAWINGS 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. • cn L/ AR 97839 •• v• 6J(cti(t� .�� .) A•RE• D• •�RGC it DANIEL DIAZ AR # 97839 • • ••.•. • NO. REVISIQNSShores Viila g APPROVED j'ONfi!G DEPT DE'IT BY DATE DATE \NC;E WITH ALCE[7EpfAL 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 STUDIO ARCHITECTS • • •• • • • ( HI L1=S AND REGULATIONS cc w z cc 0 0 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 = 73.8 PSF 5 4 5 a a • • • . . .. • • •.•• WALL WIND ZONES: COMPONENTS AND CLADDING1VIGN —..••-.• CORNER DISTANCE, WALL ZONE a = 4'-0" ••• •.• MEAN ROOF HEIGHT: <= 30 FT • . . • • • • • • . ..• • ... • •.•• .••. •.•• • .• • • . • • •. • • • . . •• . • • • • .•.... • .. . • • • .. • COMPONENT AND CLADDING WIND PRESSURES 7 DEG. < SLOPE < 27 DEG. AREA ZONE TRIBUTARY AREA (SQ. FT.) 10 50 WALL 4&5 PRESSURE psf 52 51 4 SUCTION psf -52 -51 5 SUCTION psf -64 -62 TABLE 1: ASD (SERVICE) COMPONENT AND CLADDING PRESSURES • • • • • • • •.••. • • � • • • • STAMP: A. • rtl T1 DANIEL AR # 97839 �. a • F • FLap , •�O AI IE H7 • A 978 • , /S• if t�j • \�/j �T` l` T • • . • • • -e _,, A, ' DIAZ �. t,� `j DRAWN BY: JQ °&QPN: 1805C BARRY UNIVERSITY: SIENA BUILDING DOOR REPLACEMENT NO. REVISIONS DATE CHECKED BY: DD DATE: 04.19.18 ARCHITECTS _ _ STUDIO _ r .d ♦ _ ® 2018 by D & a 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 H D USE BE SOLELY T THE D&OISENGIOUITLOFILL BHAR NO USER'S RISK AND D&Q STUDIO LLC WILL BEAR USER'SRESPONRISK 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 :1.� 1 • NE 11STH ST. 7- \, 1 KEY PLAN - J SCALE: N.T.S. 31-4" EXTG. WALLS 3'-9" EXTG. WALLS EXTG. ROOF ABOVE 30'-0" AFF \--DOOR TO BE REPLACED,REFER TO DETAILS SHEET A-3 • • . . • .. • •. •• . ••..•• •••• • • • • .••• ..•• • • • ••••.. • • •••• .• •• • 00000 • • • • •.••. 7 01 AREA OF WORK FLOOR PLAN •••••• ••••:• • •. A72 % SCALE: 1/41I = 11_0II •• • • •�• ...... • • • . • ••• •• • • • ••• • GENERAL NOTES 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. cD1 STAMP: • •r� •• r • A.R l • s, • FRE DANIEL DIAZ AR # 97839 of • E� 9 / c839 �c`',4 • 1 n • •R' 4�/ •A.•.O • • f' V •. `�/ •L, �� i DRAWN BY: 1Q D&Q PN: 1805C BARRY UNIVERSITY: SIENA BUILDING DOOR REPLACEMENT NO. L REVISIONS DATE CHECKED BY: DD DATE: 04.19.18 ARCHITECTS 10. i STUDIO _� _PROJ ®2018 by 0 & Q Studio,TLLC. THESE DRAWINGSCEANDAND _ 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 I NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY • PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO CTONOTHERPROJECTSOREXTENSIONS SUDISOF LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE RESPONSIBILITYR NO DARISINGQ IOUT OFO LLC ISUCHLL 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 KEY PLAN WORK P LA & FLOOR N AREA PERMIT SUBMITTAL _ 2 N 1- 3'-4" 0 N 2� EXTG. DRIP EDGE / / ♦M / Q / 0 03/A-3 % 01\ DOOR ELEVATION \ A-3 % SCALE: 1/2" = 1'-0" ALLOWABLE STRESS DESIGN: +51/-62 DESIGN BASIS: • MFR: GENSTEEL DOORS INC. • MODEL: SERIES "GENSTORM" FLUSH SINGLE OUT SWING STEEL DOORS. • NOA#: 16-0407.10 • CONTRACTOR TO PROVIDE NOA SUBMITTAL TO AHJ. GENERAL NOTES 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. 3. CONTRACTOR TO COORDINATE FASTENING DETAILS PER PRODUCT APPROVAL REQ. 4. DOOR HARDWARE TBS BY OWNER AND INSTALLED BY CONTRACTOR. LINE OF WALL BEYOND EXTG. CMU WALL. PATCH AND PAINT TO MATCH INTERIOR FINISH. 1/4" SHIM PER NOA. DOOR FRAME -- MECHANICAL FASTEN PER NOA 7— EXTG. STUCCO EXTG. DRIP EDGE - BACKER ROD AND SEALANT ALL SIDES --PERIMETER GASKET LINE OF WALL BEYOND �'- ----DOOR 5 3/4" " -. (02 DOOR HEAD A-3 SCALE: 1-1/2" = 1'-0" EXTG. GRADE ---- Q PATCH AND PAINT TO -- MATCH INTERIOR FINISH. \ BACKER ROD AND SEALANT BOTH ALL SIDES 1/4" SHIM PER MECHANICAL FASTEN PER NOA DOOR FRAME Tr m N DOOR PERIMETER GASKET -J j PATCH AND PAINT STUCCO MATCHEXTG. COLOR AND TEXTURE -THRESHOLD BELOW EXTG. INTERIOR WALL EXTG. CMU WALL. \-- EXTG. STUCCO FINISH. DOOR JAMB •••. SCALE: 1-1/4_ 1'-0" .•••' _ --LINE OF WALL BEYOND - DOOR FRAME DOOR J THRESHOLD SET IN BED OF SEALANT, ANCHOR PER NOA TOP OF EXTG FLOOR OVER EXTG. SLAB. (o4 �\ DOOR SILL C A o SCALE: 1-1/2" = 1'-0" •• ••• 000000 • •••.•• ••.. • • •••• •••••• • • •• •• •..••• • • • • • • • • • • •• • ••.• • •.•• • •• • •• • • •• •• • • •• • • ••• •• • • • •••.•• • .• • • • • .• • ••••1. • • •••••• • • • • 00000 • • .• ..'1••• • • •.•••• • STAMP: �<<•;. • a . C� /s• '� '\REQ DANIEL AR # 97839 _\ P•• • j` DIAZ r2Z of • AN - AR 97839 ttt •'� i po�y (/'� • • . • • •• • �- _,__ . op .O A •• C� . y '•��� •ARC' ) ' DRAWN BY: JQ D&Q PN: 1805C BARRY UNIVERSITY: SIENA BUILDING DOOR REPLACEMENT NO. REVISIONS DATE CHECKED BY: DD DATE: 04.19.18 - STUDIO ARCHITECTS _ o ♦ �DIO _ _ ® 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 SUCHBEAR DARIS ARISING STUDIO OFWILL RESPONSIBILITY U E. 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 DOOR DETAILS TY P E & PERMIT SUBMITTAL A...3