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CC-18-2177 (2)I �C18-2177 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: CC-8-18-2177 Permit IVR Number: 607216 Permit Type: Building (Commercial) LU� Work Classification: Alteration Permit Status: Approved Issue Date:10/12/2018 Expiration: 02/20/2019 Location Address Parcel Number Project 11300 NE 2 AVE Library, Miami Shores, FL 33138-0000 1121360000050-03 BARRY UNIVERSITY Contacts BARRY UNIVERSITY INC Owner BARRY UNIVERSITY INC Applicant BARRY UNIVERSITY BARRY UNIVERSITY 11300 NE 2 AVE, MIAMI SHORES, FL 331616628 11300 NE 2 AVE, MIAMI SHORES, FL 331616628 DADE CONSTRUCTION CORP Contractor JONATHAN NORMAN CUESTA 13372 SW 128 ST, MIAMI, FL 33186 Business: 7865647623 Description: REPLACE OF EXISTING EXTERIOR DOUBLE DOOR, Valuation: $ 35,000.00 Inspection Requests: INTERIOR STAIR RAILING, REPAIR PARTITION WALL UNDER r-762-4949 STAIR LOCATED BARRY UNIVERSITY MIAMI SHORES CAMPUS, Total Sq Feet: 450.00 LIBRARY BUILDING. mom 01111121, Fees Amount CCF $21.00 DBPR Fee $15.75 DCA Fee $10.50 Education Surcharge $7.00 Permit Fee $1,050.00 Plan Review Fee (Engineer) $60.00 Scanning Fee $9.00 Technology Fee $28.00 Total: $1,201.25 Payments Amt Paid Total Fees $1,201.25 Deposit $200.00 Credit Card $1,001.25 Amount Due: $0.00 Building Department Copy 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. OWNEIAFFIDAVIT: certify, hat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regul constructi and zo 'Futhermore, I authorize the above named contractor to do the work stated. / / Authorized Signature: Owner / Applicant / Contractor / Agent October 12, 2018 Page 2 of 4 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 FM—IBUILDING ❑ ELECTRIC ❑ ROOFING f AU 16 2018 I LY:__ nFBC 20 I� Master Permit No. l�'8 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11300 NE 2ND AVENUE Library Building City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-2136-000-0050 Is the Building Historically Designated: Yes NO NO Occupancy Type: Load: Construction Type: CBS Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Barry University Phone#: (305)899-3790 Address: 11300 NE 2ND AVENUE City: Miami Shores State: FL Zip: 33161 Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Dade Construction Corp. Address: 13372 SW 128th ST City: Miami Qualifier Name: Jonathan Cuesta State Certification or Registration #: CGC #1520491 Certificate of Competency #: DESIGNER: Architect/Engineer: D&Q Studio Architects Phone#: 786-239-1322 Address: 8245 SW 42nd ST City: Miami State: FL Zip: 33155 Value of Work for this Permit: $ 35,000 Square/Linear Footage of. Work: 450 Square Feet Type of Work: ❑ Addition ❑ Alteration ❑ New N Repair/Replace ❑ Demolition Descriotion of work: Replacement of existing exterior double door, interior stair railing, and repair partition wall Phone#:(786)564-7623 FL Zip: 33186 Phone#: (305)298-5952 under stair located Barry University Miami Shores Campus, Library Building Specify color of color thru tile: Submittal Fee $LA0 Pal iA Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ _ TOTAL FEE NOW DUE (Revised02/24/2014) Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address N/A City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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. J 11 Z7 Signature OWNER or AGENT The fore ' instrument was acknowledged before me this day of 0 120 100 , by Rn—Hlt9 ho is oersonally known to me or who has produced identification and who did take an oath NOTARY PUBLIC: Sign. Print: Seal: Signature The forego g i trument was acknowledged before me this day of u S 20 'f��n�-f-ha� u �eS,who' ersonall kn as me or who has produced as identification and who did take an oath. `g111111Hlll///� \NE NOTARY PUBLIC: • SS10pF %_1 YG.o9N. _ —Sign: #FF%47" os Print: -e to • -c to APPROVED BY �`� Seal: sTr�����` ., JKmllerWickAlan rj ConullissW #I G086GAA M IN "_ Expires February 18, 2022 Plans Examiner % Structural Review (Revised02/24/2014) Zoning Clerk Property Search Application - Miami -Dade County Page 1 of 1 pr"TY APPRAISER OFFICE OF THE PRO, 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 LAVOIE BLDG 2ND FL RM 204 MIAMI SHORES, FL 33161-6628 USA PA Primary Zone 8200 SCHOOLS & CHURCHES Primary Land Use 7241 EDUCATIONAUSCIENTIFIC - 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�$48,008,208I� $46,503,814 Assessed Value $47,668,024008,208 $46,503,814 Benefits Information Benefit ;Type 20181 20171 2016 Educational jExemption $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 : 8/16/2018 Taxable Value Information County 20181 2017_ 2016 Exemption Value $47,668,024 $48,008,208 $46,503,814 Taxable Value $0 $0 $0 School Board Exemption Value $47,668,024 $48,008,208 $46,503,814 �-..__.___.._... Taxable Value $0 $0 City Exemption Value $47,668,024 $48,008,2081 $46,503,814 Taxable Value $0 $0 $0 Regional Exemption Value Taxable Value $47,668,024 $0 $48,008..... $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 hftp://www.miamidade.gov/info/disclaimer.asp Version https://www.miamidade.gov/propertysearch/ 8/16/2018 2018 FLORIDA NOT FOR PROFIT CORPORATION ANNUAL REPORT FILED DOCUMENT# 711458 Apr 30, 2018 'Entity Name: BARRY UNIVERSITY, INC. Secretary of State Current Principal Place of Business: CC0782375183 11300 N.E. SECOND AVENUE MIAMI, FL 33161 Current Mailing Address: 11300 N.E. SECOND AVENUE MIAMI, FL 33161 US FEI Number: 59-0624364 Certificate of Status Desired: No Name and Address of Current Registered Agent: DUDGEON, DAVID 11300 NE SECOND AVE LAVOIE HALL #209 MIAMI, FL 33161 US 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 Date Officer/Director Detail Title S Name DUDGEON, DAVID Address 11300 NE SECOND AVE City -State -Zip: MIAMI FL 33161 Title D Name BUSSEL,JOHN Address 11300 NE SECOND AVE City -State -Zip: MIAMI FL 33161 Title VP Name MURRAY, JOHN Address 11300 N.E. SECOND AVENUE City -State -Zip: MIAMI FL 33161 Title T Name ROSENTHAL,SUSAN Address 11300 N.E. SECOND AVENUE City -State -Zip: MIAMI FL 33161 Title PD Name BEVILACQUA, SISTER LINDA Address 11300 NE SECOND AVE City -State -Zip: MIAMI FL 33161 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 AND 04/30/2018 SECRETARY Electronic Signature of Signing Officer/Director Detail Date 2/5/2019 e-Permitting Search: w • _ • _ • • t� Miami -Dade County Building Department MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 02/05/2019 MUNICIPAL NO.2018-087497 FOLIO: 1121360000050 JOB SITE ADDRESS 11300 NE 2 AVE PROPOSED USE SCHOOL BUILDINGS /RAILING REPLACEMENT LEGAL 36 52 41 40 AC SE1/4 OF NE1/4 LESS E35FT & LESS APPLICATION TYPE ALTER INTERIOR 450 SQFT 1 UNITS 1 FLOORS OWNER NAME BARRY COLLEGE CONTRACTOR DADE CONSTRUCTION CORP QUALIFIER CUESTA JONATHAN NORMAN PERMIT TYPE MUNICIPAL BLDG CATEGORIES 0001 MUNICIPAL GENERAL BUILDING DATE: 2/05/2019 PROCESS NUMBER: M2018018146 NEW *AMOUNT PAID 172.43 DERM 1 UP FRONT FEE- 80.00 DERM 1 MIN COMM REV(90.00 FIRE 35000 ALTERATIONS & 117.00 FIRE 35000 FIRE UPFRT FE 34.32 FRWK 1 1ST FIRE MINO 79.00 RSUR 1 RER 7.5% SUR 0.75 UBS1 1 BLDG 7.5% UPF 1.88 UPMU 1 UPFRONT FEE F 25.00 URS1 1 RER 7.5% UPFR 6.00 9/28/2018 12:52 BNZWEBI 181809281030 WEBIPAS 172.43 MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 02/05/2019 MUNICIPAL NO.2018-087497 PROCESS NO. M2018018146 FOLIO: 1121360000050 JOB SITE ADDRESS 11300 NE 2 AVE PROPOSED USE SCHOOL BUILDINGS /RAILING REPLACEMENT REQUIRED INSPECTIONS [NIT DATE FIRE 0001 FIRE INSPECTIONS RECOMMENDED 200 FIRE HYDRANTS 208 FIRE TCO INSPECTION 211 PRELIMINARY 209 FIRE FINAL —_ MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 02/05/2019 MUNICIPAL NO.2018-087497 PROCESS NO. M2018018146 FOLIO: 1121360000050 JOB SITE ADDRESS 11300 NE 2 AVE PROPOSED USE SCHOOL BUILDINGS /RAILING REPLACEMENT TO SCHEDULE A FIRE INSPECTION, PLEASE VISIT THE WEB AT WWWMIAMIDADE.GOV/BUILDING OR WWWMIAMIDADE.GOV/FIRE. YOU WILL NEED TO PROVIDE YOUR TEN DIGIT MUNICIPAL INSPECTION NUMBER AND INSPECTION TYPE. THE INSPECTION TYPE CAN BE FOUND ON YOUR INSPECTION REQUIREMENTS AND RECORDS CARD. IF YOU HAVE ANY QUESTIONS OR CONCERNS REGARDING AN INSPECTION, SCHEDULING A PRELIMINARY INSPECTION, OR LOAD BANK TEST http://egvsys.co. miami-dade.fl.us:1608AAMANSERV/ggvUBNZAW922.DIA?PROS=M2018018146 :�-- -)iP,- _-� 0�� 1 /2 2/5/2019 Miami -Dade County Building Department INSPECTION, PLEASE CALL FIRE PREVENTION AT 786-331-4800. IF YOU HAVE ANY QUESTIONS OR CONCERNS REGARDING A PLAN REVIEW, PLEASE CALL FIRE ENGINEERING AT (786) 315-2771. '*BE ADVISED THIS IS NOT A PERMIT. PERMIT IS TO BE ISSUED BY YOUR CORRESPONDING MUNICIPAL BUILDING DEPARTMENT. Back to Main Menu BLDG Home Page I BLDG Main Menu I BLDG Permit Menu I BLDG Plans Processing Menu I Inspection Types I Address Format Home I About I Phone Directory. I Privacy, I Disclaimer E-mail your comments, questions and suggestions to Webmaster This page was last edited on: February 23, 2004 Web Site © 2004 Miami -Dade County. All rights reserved. http://egvsys.co.miami-dade.fl.us:1608MMANSERVIggvtlBNZAW922.DIA?PROS=M2018018l46 2/2 NOTE: ALL SHEETS MUST BE REVIEWED MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way) • Miami, Florida 33175-2474 • (786) 315-2000 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR ENVIRONMENTAL SERVICES PROVIDE MUNICIPAL PROCESS NUMBER HERE ii f 2- n� Contractor No. �� 049 oz Job Address cc Z W (121 �2,-y� Folio � � L.I .>l�/� 000 "- 00 � 12 o Last four (4) digits of Qualifier No. o W a a Contractor Name -e > o Uo Lot Block o¢ ¢ z � Qualifier Name a Subdivision PBpg O )3� 2 CS W « 5-F City a6�i l Staten -Zip � Metes and bounds [ ] New Construction on [ ] Demolish pp -� Current use of property✓L yj (n Vacant Land [ ] Shell Only U.w Iteration Interior [ ] Addition Attached og WW [ ] Alteration Exterior [ ] Addition Detached Descriptio of Work a > [ ] Relocation of Structure [ ] Re -Roof Sq. Ft. Units Floors a [ ] Enclosure [ ] Foundation Only% [ ]Repair [ ]Tent [ ] Repair Due to Fire Value of Work M D' O1 [ ] Chg. Contractor Owner , n 11%Q.r�l / Address 7 n a. [ ] ory MELE y a [ ] Re -Issue W z N [ ] Re -Stamp N CityM I G7� I State�Zip 3 2 [ ] MPLU w [ ] Revision w Phone Last four (4) digits of W W [ ] MLPG [ ] MMEC W [ ] Not Applicable for o [ ] FIRE Fire Owner's Social Security No. y Name T-Gnr,l,,--++ -�;r Ca1�/�,� 2 Owner ( '3c t I1 a_� oa � Z Address l p)o 4 o (SW 1 ' 7 -1 (f r, �'4� Address 82_45 Sy\i 42 s� City ( State Zip City State Zip v z w Y act Phone '"1 _ I aW /_� �7 Phone( ��i1�2 Jz1z a J Z I am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible. There is a minimum charge of ^ a g cc one -hour Please contact the Fire Department for current rate. vacs a �.- 3 15t Request: Date: cn W W M W l 20d Request: Date: cc 31d Request: Date: If the applicant is a known named violator with: unpaid civil penalties; unpaid administrative costs of hearing; unpaid County investigative, enforcement, testing, or monitoring costs; or unpaid liens, any or all of which are owed to Miami -Dade County pursuant to the provisions of the Code of Miami -Dade County, Florida, a hold on the review may be placed on this application. 123 01-192 5/17 ton BUILDING PERMIT CATEGORIE5' s CATEGORY BUILDING 01 02 08 10 15 29 48 51 55 56 86 88 91 92 95 96 97 99 0100 0101 0107 0110 0111 0112 ELECTRICAL 04 16 38 40 PLUMBING 0020 ,�I�P•L� LPGX 01 02 04 MECHANICAL 09 38 43 46 48 52 DESCRIPTION GENERAL BUILDING -COMMERCIAL SUB -GENERAL BUILDING -RESIDENTIAL CANVAS AWNING COMMUNICATION TOWER DEMOLITION METAL AWNING & STORM SHUTTER SCREEN ENCLOSURES MURAL SIGNS (NON -ELECTRICAL) SWIMMING POOL TENNIS COURTS (SURFACE PAVING) TRAILER TIE DOWN WALK-IN COOLER MARINAS LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) SHINGLES (ASPHALT, FIBERGLASS) SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) STAGE 2 VAPOR RECOVERY SYSTEM SOIL IMPROVEMENT BULK STORAGE PROPANE TANK REMOVABLE STORM PANELS TILE ROOF WATER MAIN SITE PLAN INDOOR EVENT/EXHIBIT FIRE ALARM SPECIALTY SPECIALTY WIRING GENERATORS BUILDING PUBLIC RADIO ENHANCEMENT SYSTEM SEWER CONNECTION TO PUBLIC SYSTEM (THIS CATEGORY IS USED WHEN NO BUILDING PERMIT EXIST) INTERCEPTOR/GREASE TRAPS (REPLACEMENT OR INSTALLATION THAT IS NOT PART OF A BUILDING PERMIT) LIQUEFIED PETROLEUM GAS MISCELLANEOUS LIQUEFIED PETROL. GAS/STATE ABOVE/BELOW GROUND TANKS/PUMPS & POLLUTANT STORAGE SYSTEM COMMERCIAL HOODS FIRE CHEMICAL SPRAY BOOTHS SMOKE CONTROL RESIDENTIAL ELEVATOR PERMIT TYPE MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MELE MELE MELE MELE MPLU MPLU MLPG MLPG MLPG MMEC MMEC MMEC MMEC MMEC MMEC FIRE 32 FIRE SPRINKLER FIRE 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 AU 16 2018 �1 F(1BC 2011 Master Permit No. a -1 t B -zi I -) Sub Permit No. ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11300 NE 2ND AVENUE Library Building City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-2136-000-0050 Is the Building Historically Designated: Yes NO NO Occupancy Type: Load: Construction Type: CBS Flood Zone: BFE: FIFE: OWNER: Narne (Fee Simple Titleholder): Barry University Phone#: (305)899-3790 Address: 11300 NE 2ND AVENUE City: Miami Shores State: FL Zip: 33161 Tenant/Lessee Name: Email Phone#: CONTRACTOR: Company Name: Dade Construction Corp. Phone#: (786)564-7623 Address: 13372 SW 128th ST City: Miami State: FL Zip: 33186 Qualifier Name: Jonathan Cuesta Phone#: (305)298-5952 State Certification or Registration #: CGC #1520491 Certificate of Competency #: _ DESIGNER: Architect/Engineer: D&Q Studio Architects Phone#: 786-239-1322 Address: 8245 SW 42nd ST City: Miami State: FL Zip: 33155 Value of Work for this Permit: $ 35,000 Square/Linear Footage of Work: 450 Square Feet Type of Work: ❑ Addition ❑ Alteration ❑ New ■❑ Repair/Replace ❑ Demolition Description of Work: Replacement of existing exterior double door, interior stair railing, and repair partition wall under stair located Barry University Miami Shores Campus, Library Building Specify color of color thru tile: Submittal Fee $ c—)C) dal Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary Double Fee $. Bond $ TOTAL FEE NOW DUE $ (Revi sed02/24/2014 ) Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Review DATE: 08-24-2018 Permit No. 18-2177 1. Fire department approval required. Legend: (P) Pending (A) Approved Ismael Naranjo, BO Building Director Email: bo wmsvfl.gov MIAMI-QADE 'a NE ANII-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economv Gensteel Doors Inc. 4950 Hickmore 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 product or 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 "Genstorm Opaque Outswing Steel Door System (LMI)", sheet 1 through 8 of 8, dated 10-22-99 and last revised on Nov 15, 2017, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Revision, stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitations: 1. Doors are rated for water infiltration requirement w/ threshold B (w/ item #22 & cell foam tape entire frame perimeter) 2. Lock Options # 3 & 5 in sheet 6 require total two (2) flush bolts (top/bottom) on active panel of the single or double doors. LABELING: Each unit shall bear one of the following permanent labels: Gensteel Doors Inc. Gensteel Doors Inc. North American Doors Corp. 4950 Hickmore Street 2335 Industrial Park Drive 1471 Military Turnpike Ville St. Laurent, Quebec, Canada 114TIK6 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. TERM NATION 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 revises NOA #16-0407.10 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Isbaq I. Caanda, P.E. ) ,�\•-t \� �ti NOA No. 17-0803.02 Expiration Date: July 14, 2021 Approval Date: December 28, 2017 Page 1 Genteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files 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 and sealed 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 No. ITS-3058370- DOUBLE, dated 12/09/04 for Double Outswing Honeycomb Steel Door System, prepared by Intertek Testing Services, signed and sealed by Stephen J. Emerman, P. E. (#05-0127.11). C. CALCULATIONS (submitted under files #15-0526.04) 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (51h Edition), prepared by MCY Engineering, Inc., dated 05/15/15 and last revised on 08/03/15, 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 (51h 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. Ish q 1. Chanda, P.E. Product Control Examiner NOA No. 17-0803.02 Expiration Date: July 14, 2021 Approval Date: December 28, 2017 E-1 Genteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 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. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. AD10-09-001, titled "Genstorm Opaque Outswing Steel Door System (LMI)", sheet 1 through 8 of 8, dated 10-22-99 and last revised on Nov 15, 2017, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. Test 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(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 7) Tensile test per FBC, TAS 202 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 12/08/09 signed and sealed by Julio E. Gonzalez, P.E. and FTL 7224 dated 02/12/14, signed and sealed by Marlin Brinson, P.E. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5 h Edition) & FBC 2017 (6'b Edition) dated 05/16/17, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. G. OTHER 1. This NOA revises NOA # 16-0407.10, expiring 07/14/20. 2. Test Proposal #17-0053 dated FEB 03, 2017 approved by RER. Ishaq I. Chaada, P.E. Product Control Examiner NOA No.17-0803.02 Expiration Date: July 14, 2021 Approval Date: December 28, 2017 E-2 99 7/8" MAX. 52" MAX. (FRAME WIDTH) I (FRAME WIDTH)' g 95 718" MAX. 48" MAX. V E � g (DOOR OPENING) I (DOOR OPENING) TO BE USED WIT}/ Ha EVER 3000 PSI MIN. GROUT e A I FILLED HEADI,WAB SSCC ±; _ ; ; m; AN HORS FOR ++ + + I.Y ANCHO INTO 0ONLY + II +ii ++ +++ _"' 0 + - +`+ EXTRA ANCHORS FOR ++i-+ +++• .+ ` - +++ CHORINTO WOOD ONLY i + .+` o,$ +++ + 1 +r+ + ♦+++ ++ _ N1�0 b ` 1++ i++ f / + _ UxX Z �m Z + D i +++ Z ++ + ++ ++ C +i E x w C ++ u, w W +`++{ ` i 2 r o w _ y u� a TwLL �OSE + + + +I + O Ch�w ` N WIt i w + Z 0 O g � p + i + + +Z a +OU + +++W«ZZ] a +`+ ++}+ ` `+' U `++++B+i ++♦ +. . . . . + + + f,4 + +v ro+ + TIV+INACEi P • + +<Nm mmZ � $ € �p 8" MAX. 12 TYPE F OR CONCF1 DESIGN LOAD 8" MAX- (X) 12" w o = SILL CORNERS MAX. (XX INTOLFoas¢EssHovr+ABavEDasMAUEa) Q SILL CORNERS TWEFORF MAX, y o AS PERMITTED BY FBC INTO CONC.g c'� DOUBLE DOOR TYP. ELEVATION +65.0 PSF SINGLE DOOR TYP. ELEVATION WIRE ANCHOR LAYOUT o 2 8 w -65.0 PSF SERIES GENSTORMSERIES GENSTORM OPAQUE OUTSWING STEEL DOOR STEEL DOOR I�11 HARDWARE CONFIGURATION OPTION 1 TYPE G - g O� E•: x THRU 8 FOR ACTIVE PANEL ONLY _ o - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE - WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY OPTIONAL EMBOSSED DOOR LEAF PATTERNS: 1 ; REQUIREMENTS OF THE 8TH EDITION FLORIDA BUILDING CODE (2017) INCLUDING TO TRANSFER LOADS TO THE STRUCTURE. W HIGH VELOCITY HURRICANE ZONE (HVHZ). Z 3o'n - A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED - DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. IN DESIGN OF ANCHORS INTO WOOD ONLY. —PANEL VAo7R0 H y A, € ®® #go DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE -DOOR PANEL' MIN. ZO GA. (0.039' STEEL MIN. Fy = 42 KSI MIN.,' O-a� �® w //����IS OR IS NOT REQUIRED. (SINGLE ROW SELF ADHESIVE CLOSED CELL FOAM TAPE TO Fu-53KSMIN. s IOU x BE APPLIED ENTIRE PERIMETER OF FRAME).DOOR FRAME: MIN. 18 GA (0.048")STEEL MIN- Fy = 42 KSI MIN.,Q ® �0a 4 1 - on ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. Fu = 53 KSI MIN. g 2 ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING Ir _ DOOR PANEL STAINLESS OPTION: 20 GA (0.039") STAINLESS O ~ OR STUCCO. STEEL DOOR PANEL MEETING MIN. Fy - 42 KSI, Fu - 53 KSI MIN. Iin1( E 2017 z OR BETTER MAY QUALIFY HAVING "MIL -CERTIFICATE" AS A -ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS VERIFICATION OF THE AVAILABLE MIN. YIELD STRENGTH, f, tWD ARE NOT PART OF THIS APPROVAL �OtlCf - �FLOMDA;RES.ISiRArgN - DOOR PANEL STAINLESS OPTION: 20 GA 0.048 STAINLESS-OPWmv*b N- CA28877 - MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS THAT COME ( � 41tliq _ mz— REQUIREMENTSSTEEL DOOR PANEL MEETING MIN Fy = 42 KSI, Fu - 53 KSI MIN. A-WAMWN@ 17^D INTO CONTACT WITH OTHER DISSIMILAR MATERINS SHALL MEET THE Z OF THE BTH EDITION FLORDA BUILDING CODE (201 T) SECTION AS OR BETTER MAY QUALIFY HAVING"MILCERTLFICATE' ASA '81 d1e APPLICABLE. VERIFICATION OF THE AVAILABLE MIN. YIELD STRENGTH. - METAL STRUCTURES NOT BY GENSTEEL DOOR CO. MUST SUPPORT LOADS NOTES: AD-09-001 IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL MWJI DADE COUNTY •�: f,. - SBE6T 1 OP 3 SEALENT+ CONCRETE m O W 6 W W 'l-U4 2 = N V1 w w w w v v = z HEAD DETAIL A C7 z w w = IL w O 0: Q O LL 0 3 x 12 sus 012 O.C. �,I _ Q MI EDGE T. TYP. ANCW R ' TYPICAL THRESHOLD B APPRO FOR WATER RFSISTAN TYPICAL THRESHOLD B� APPROFORRNTERFEWANCE METAL 2N 5 6 Huai o� g� HEAD DETAILA HEAD DETAIL A TYPICAL ANCHORS W/ EMA (EXISTING MASONRY ANCHOR) QR JAMS: TYPE A. 5/16" DIA. ULTRACONS BY'ELCO' Fv--165 KSI Fu = 177 KSI (TYPE Al I DIRECTLY INTO 2BY WOOD BUCK (TYPE A2) DIRECTLY INTO k'=3000 PSI CONCRETE 1.1/2" MIN. EMBED 2-1/2" MIN. EDGE DISTANCE TYPE B. 3/8" DIA. HLC SLEEVE ANCHOR BY IJILTI' (TYPE 81) DIRECTLY INTO "3000 PSI CONCRETE. 3' MIN. EDGE DIST. (TYPE B2) DIRECTLY INTO ta'=2000 PSI CONCRETE BLOCK 3-1/2' MIN, EDGE DIST. 1-1/4" MIN. EMBED TYPE C. 3/8' DW SLEEVE ANCHOR BY WEJ4T DIRECTLY INTO fC=4000 PSI CONCRETE, 2318" MIN. EMBED DIRECTLY INTO fd=2000 PSI CONCRETE BLOCK 1-1/4" MIN. EMBED 3-1/2- MIN. EDGE DISTANCE TYPE D. 318" DIA. POWER BOLT BY'POWERS' DIRECTLY INTO fC'=3000 PSI CONCRETE 2-1l2" MIN. EMBED 3" MIN. EDGE DISTANCE TYPE E. 5/16' DIA SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS) OR STST INTO METAL STRUCTURES (STEEL OR ALUMINUM IV MIN. THICK) S/8' MIN. EMBED STEEL: Fy = 36 KSI MIN. ALUMINUM: 6063-T6 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE G. WIRE ANCHOR (Fy = 60 MI.) MIN 10, LONG 0.173 DIA STEEL WIRE ANCHORS EMBED INTO CONCRETE BLOCK APPROVED SENT/CAULKING TO BE APPLIED AS. NEEDED . U 5 N �2 N 8 R� 0 K .� O O < • w w ou U> d 2 a 6: chi z� x E0 N 2: AD DETAIL A HEAD DETAIL A = t0i z y 0 TYPICAL ANCHORS A THRESHOLD: 0 m TYPE F. 1/4" OR 5/16" DIA ULTRACONS BY'ELC(Y Fy = 155 KSI Fu = 177 KSI 0 DIRECTLY INTO Id-3000 PSI MIN. CONCRETE m 9 1-10 MIN. EMBED _ 2-1/2" MIN. EDGE DISTANCE x N TYPE Ft. 1l4" TAPCON BY ITN Fy = 90 KSI Fu = 120 KSI O�F x -- DIRECTLY INTO fC'=3000 PSI MIN. CONCRETE 1-1X MIN. EMBED �° 2-1/2" MIN. EDGE DISTANCE ^ Q " v J SEILLAHT, w ALL FRAME JOINTS AND CORNERS TO BE SEALED 1 I- e1 WITH SILICONE AT PERIMETER = N z W Jn PRODUCERcvmm 3 wL.w rarPfylKWNetrod& � in u+n uerlRsc.ae 5 mbmA*CqWaum � i EmdnWDNe w 5 a . x�riZ) a �Oad hM�11 00 Y x N'P 2152017 �-Rw.w. ' CAN. 28677: jeys Aa MP=I w-ma vunw Rn . AD-09-001 uUul OADE CWNN.�..� SIRJ.T 2 OF 8 MI EDGE T. TYP. ANCW R ' TYPICAL THRESHOLD B APPRO FOR WATER RFSISTAN TYPICAL THRESHOLD B� APPROFORRNTERFEWANCE METAL 2N 5 6 Huai o� g� HEAD DETAILA HEAD DETAIL A TYPICAL ANCHORS W/ EMA (EXISTING MASONRY ANCHOR) QR JAMS: TYPE A. 5/16" DIA. ULTRACONS BY'ELCO' Fv--165 KSI Fu = 177 KSI (TYPE Al I DIRECTLY INTO 2BY WOOD BUCK (TYPE A2) DIRECTLY INTO k'=3000 PSI CONCRETE 1.1/2" MIN. EMBED 2-1/2" MIN. EDGE DISTANCE TYPE B. 3/8" DIA. HLC SLEEVE ANCHOR BY IJILTI' (TYPE 81) DIRECTLY INTO "3000 PSI CONCRETE. 3' MIN. EDGE DIST. (TYPE B2) DIRECTLY INTO ta'=2000 PSI CONCRETE BLOCK 3-1/2' MIN, EDGE DIST. 1-1/4" MIN. EMBED TYPE C. 3/8' DW SLEEVE ANCHOR BY WEJ4T DIRECTLY INTO fC=4000 PSI CONCRETE, 2318" MIN. EMBED DIRECTLY INTO fd=2000 PSI CONCRETE BLOCK 1-1/4" MIN. EMBED 3-1/2- MIN. EDGE DISTANCE TYPE D. 318" DIA. POWER BOLT BY'POWERS' DIRECTLY INTO fC'=3000 PSI CONCRETE 2-1l2" MIN. EMBED 3" MIN. EDGE DISTANCE TYPE E. 5/16' DIA SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS) OR STST INTO METAL STRUCTURES (STEEL OR ALUMINUM IV MIN. THICK) S/8' MIN. EMBED STEEL: Fy = 36 KSI MIN. ALUMINUM: 6063-T6 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE G. WIRE ANCHOR (Fy = 60 MI.) MIN 10, LONG 0.173 DIA STEEL WIRE ANCHORS EMBED INTO CONCRETE BLOCK APPROVED SENT/CAULKING TO BE APPLIED AS. NEEDED . U 5 N �2 N 8 R� 0 K .� O O < • w w ou U> d 2 a 6: chi z� x E0 N 2: AD DETAIL A HEAD DETAIL A = t0i z y 0 TYPICAL ANCHORS A THRESHOLD: 0 m TYPE F. 1/4" OR 5/16" DIA ULTRACONS BY'ELC(Y Fy = 155 KSI Fu = 177 KSI 0 DIRECTLY INTO Id-3000 PSI MIN. CONCRETE m 9 1-10 MIN. EMBED _ 2-1/2" MIN. EDGE DISTANCE x N TYPE Ft. 1l4" TAPCON BY ITN Fy = 90 KSI Fu = 120 KSI O�F x -- DIRECTLY INTO fC'=3000 PSI MIN. CONCRETE 1-1X MIN. EMBED �° 2-1/2" MIN. EDGE DISTANCE ^ Q " v J SEILLAHT, w ALL FRAME JOINTS AND CORNERS TO BE SEALED 1 I- e1 WITH SILICONE AT PERIMETER = N z W Jn PRODUCERcvmm 3 wL.w rarPfylKWNetrod& � in u+n uerlRsc.ae 5 mbmA*CqWaum � i EmdnWDNe w 5 a . x�riZ) a �Oad hM�11 00 Y x N'P 2152017 �-Rw.w. ' CAN. 28677: jeys Aa MP=I w-ma vunw Rn . AD-09-001 uUul OADE CWNN.�..� SIRJ.T 2 OF 8 �-Rw.w. ' CAN. 28677: jeys Aa MP=I w-ma vunw Rn . AD-09-001 uUul OADE CWNN.�..� SIRJ.T 2 OF 8 L! Le 0 1.. � -- W-- I GROUT FILLED -J 1/4" MAX. SHIM SPACE WIRE ANCHOR (SEE ELEVATION FOR SPACING) (4) J" -20 x }" MS ...������ Or #14 x1" SMS SEE SHEET 2 FOR > TYPICAL ANCHOR o (SEE ELEVATION h FOR SPACING SEE SHEET 1) _ STRIKE PLATE WITH (2) #12 SMS IQ 1/4" MAX. SHIM SPACE t x 2- " SLEEVE ANCHOR EMBEDED 1-" INTO CONCRETE m LOCK OPTION s I IVES SB453 SURFACE BOLT (SEE SHEET 6) OR IVES FB4S8 FLUSH BOLT © INACTIVE 67 \`-' l�9 ACTIVE O j EXTERIOR #6 x 12" SMS - J 012"O.C. `J n m OPENING WIDTH �n $ (SEE SHEET 1) 0 �m MAX. FRAME WIDTH Q I w u (SEE SHEET 1) _ LOCK OPTION 1111, #8 OR #9 � ] o W z Z SERIES 8200 SARGENT MORTISE LOCK W/ SURFACE BOLTS (ACTIVE) OR c0i M DORMA CL700 SURFACE MOUNT HANDLE AND DORMA DB860 DEADBOLT (ACTIVE) 0 0 W/ EITHER IVES F8458 FLUSH BOLTS OR IVES SB453 SURFACE BOLTS (INACTIVE) ) y a ] < Ou C LOCK © 0 2 n OPTION (SEE SHEET 6) AA ANCHOR INACTIVE Q y n 1 EA. ANCHOR 7 ACTIVE m9 Y I N an a IL T v, LP on � J {] ^ LL a 5 4 EXTERIOR W y ; ' z A■ �m W LOCK OPTION # 2 3 L JM I PRECISION HC2100 RIM PANIC EXIT W/ HC822 REINFORCE MULLION �." 0 w n M10DUCf R&VNft Ms b- wNbdtFk" +—. s e"m Moipbm Ns i -O Q3• cZ 6 a 'n V .. v i - �1 0 �~ f- la •YIPING HANG. P.E FLORIDA IIEOISTMTION + PE _. - 22 PEMKO 376 ASTRAGAL W/ SPONGE c Ln. lean NEOPRENE NOT REQUIRED, IF WATER HC822 INFILTRATION NOT NEEDED REMOVABLE MULLION ��!� o....� W/REINFORCEMENT �: , AD-09-001 MIAMI DADS COUNTY MEET 3 OT 8 DOOR JAMBIFRAM 18 STEEL 4-}" LG ANGLEI 1}" DIA. ULTRACONS (1-}" EMBED) 4 I BOTTOM CORNER ANCHOR DETAIL SEE SHEET 2 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) SHIM SEE SHEET 2 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) SEE SHEET 2 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) © INACTIVE ACTIVE O �EMA ANCHOR AT EA. ANCHOR "PRECISION" O/ HC 2800 CVR 777 LOCK OPTION I SEE SHEET 8)� IVES SB 453 SURFACE 'PRECISION" HC 2300 MOUNT FLUSH BOLTS MORTISE PANIC EXIT Si alo o s o c Y `y VERTICAL ROD 5 t riNNr/I�eW o4 EXTERIOR #8 x 12" SMS _P.p i LOCK OPTION#3 2q �� "PRECISION" HC 2800 PANIC DEVICE W/CONCEALED VERTICAL ROD (INACTIVE) / ' 4 �..�+ Q i PRECISIOW HC2300 MORTISE PANIC EXIT (ACTIVE) W/ (2) SURFACE FLUSH BOLTS Z F 5 W N 0 $ © AA ANCHOR ACTIVE LOCK OPTION SURFACE EA ANCHOR (SEE SHEET 6 VERTICAL ROD INACTIVE 2wz O �t hn 114" MAX SHIM SPAC ° CONCEALED VERTICAL ROD Z 0o x EXTERIOR #6 x 1 W SMS 12" O.C. LOCK OPTION # 4 {. 8 ( 'PRECISION" HC 2800 PANIC DEVICE W/CONCEALED VERTICAL ROD / o. 'PRECISION" HC2200 PANIC DEVICE W/ SURFACE VERTICAL ROD © 1 w Q i Qi 3 �EMAANCHOR _ ACTIVE INACTIVE m 0' qig O U r INN. AT EA. ANCHOR O 5 ® LOCKOPTION (SEE SHEET 6) ' IVES SB 453 SURFACE; 14FMOUNT FLUSH BOLT i c7 zoi 3 O w L1 s; ul v� i--� 1/4" MAX. � SHIM SPACE #6 x 1Q" SMS @ 12' O.C. EXTERIOR LOCK OPTION # 5 " 22 PEMKO 375 ASTRAGAL W/ SPONGE "PRECISION" HC2200 PANIC DEVICE W/ SURFACE VERTICAL ROD (ACTIVE) I NEOPRENE NOT REQUIRED, IF WATER "IVES" S8453 SURFACE BOLTSONACTIVE) INFILTRATION NOT NEEDED Q _U a x O a w in FWRIDA REGtTrRA1idN "y PE 155- ons CA,N59 -2SE3 < AD-09-00 ' StRZf 4 OF 8 SEE SHEET 2 FOR TYPICAL ANCHOR (SEE ELEVATION zO FOR SPACING cn SEE SHEET 1) e 11/4�MAX. SHIM SPAC C AAANCHOR IN VON DUPRIN LOCK OPTION PRECISION 2800 EA. ANCHOR ACTIVE r 9847 (CVR) (SEE SHEET 6)-1 H (CVR) ® VERTICAL ROD #6 x 12" SMS EXTERIOR @ 12" O.C. LOCK OPTION # 8 1 "VON DUPRIN" 9847 PANIC DEVICE W/ CONCEALED VERTICAL ROD/ "PRECISION" HC2800 PANIC DEVICE W/ CONCEALED VERTICAL ROD © O SEE SHEET 2 FOR j ul "VON DUPRIN" 9875 PANIC DEVICE TYPICAL ANCHOR LOCK OPTION (SEE ELEVATION o z (SEE SHEET 8) 5 FOR SPACING a oP07-1 Q SEE SHEET 1 � U l 1/4" MAX. SHIM SPACE EXTERIOR SINGLE LEAF LOCK OPTION # 7 "VON DUPRIN" 9875 MORTISE PANIC EXIT DEVICE - 22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE NOT REQUIRED, IF WATER INFILTRATION NOT NEEDED ACTIVE o� 5 I n n � pp ZF a a W% $ WZ ZU (� 0 Z O� m Fk Y v w N $ _= 1'110WlCfR�V�# u~i � e $ n $ gn w'l1�lYeprtr, �[o log AwWmwN*l A3.62 Eapl[1mm awI 0 O o gN J o Ia O " W e 3 Aj M Yn 19�i�� 4 . lIr �V 1 E 2011 I 0 y ro . RD -mEcssra�iiai acua � xz �'�=CR:N828677:, U9 DADE COUNTY AD-09-001 OPTION 1 ACTIVE LEAF: "SARGENT" 82DO SURFACE MOUNT MORTISE LOCK WITH HANDLE WITH SURFACE MOUNT METALLIC DEAD -BOLT - LOCATED 38" FROM BOTTOM WITH (2) B32 x }" FH MS INACTIVE LEAF: 6-314" LONG 18 GA STRIKE BOX TO BE FASTENED BY (2)7#12-24 SCREWS "IVES" S8453 SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM. WITH (4) 1/4-20 x1-3/8" FH MS SURFACE MOUNT METALLIC STRIKE PLATE AT FRAME HEAD TO BE FASTENED WITH (2) #10 x 1-1/4" FH SMS i OPTION 3 ACTIVE LEAF: "PRECISK)N" HC2300 MORTISE PANIC EXIT. SURFACE MOUNI 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 POIN 1Q 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. I (4)10-24 x 1-114" OH MS. LOCATED 393/4' FROM BOTTOM INACTIVE LEAF: "IVES" SB453 SURFACE MOUNT MANUALLY OPERATED FLUSH w"c� ucmc BOLT. TO BE FASTENED WITH (4)12 x 1-1/4" FH MS OPTION 7 SINGLE PANEL DOOR ONLY: "VON DUPRIM' 9875 MORTISE PANIC EXIT WITH (2) B-32 x 3/8" FH MS. LOCATED 39J/4" FROM BOTTOM OPTION 9 KO ACTIVE LEAF: "DORMA" CL700 SURFACE MOUNT METALUC HANDLE AT 3912" FROM BOTTOM WITH (2) #S-36 X 3W PH MS AND (2) #8 X 3/8" FH MULTI THREAD SCREW. "DORMA" DBBW SURFACE MOUNT METALLIC DEAD BOLTAT 45 12" FROM BOTTOM WITH (2)1/4--20 X 1 SRI- FH MS; (2) #10.32 X 2 318" PH MS AND (2#8 X 3/8' FH MULTI THREAD SCREW. INACTIVE LEAF: WES' FB458 FLUSH MOUNT METAWC FLUSH BOLTS AT 12` AND 71" FROM BOTTOM W/ (4)#8 X 3/8" FH MULTI THREAD SCREW. MvcmE ! ONE FLUSH MOUNT METALLIC STRKE PLATE AT 3912" FROM BOTTOM WW (2) #10 X 1" FH SMS AND ONE FLUSH MOUNT METALLIC STRIKE PLATE AT 45'12- FROM BOTTOM W/ (2) #8 X 3/8" FH MULTI THREAD SCREW. SLOCK OPTIONS FOR DOUBLE DOORS HINGES: STEEL MORTISE HINGES 3 PER LEAF. ACTIVE PANELS CAN APPLY TO SINGLE DOORS LOCATED AT 4 MAX. FROM TOP OF DOOR TO OPTION 2 CENTER UNE OF 1 ST HINGE. BALANCE TO BE SPACED OUT NOT TO EXCEED 37-15116" MAX. FROM CLTO CL OF HINGE. TO BE FASTENED BY #12-24 x}` (PRECISION RIM EXIT W. MULLION) FLATHEAD MACHINE SCREWS. ACTIVE LEAF: 'PRECIS. W HC2100 RIM EXIT PANIC DEVICE SURFACE MOUNT LOCATED 41-3/4- FROM BOTTOM WITH BY (4)10-20 x 1-V4' OH MS INACTIVE LEAF: 'PRECISION' HC2100 RIM EXIT PANIC DEVICE SURFACE MOUNT LOCATED 41-3/4' FROM BOTTOM WITH BY (4) IW20 x 1" FH MS REINFORCED REINFORCED MULLION: HC622 PRECISION HARDWARE REMOVABLE WITH (4) }" 20 x }" MS OR#14x 1"SMS AT TOP. }" x 2-J" SLEEVE ANCHOR EMBEDDED 1-}" INTO CONCRETE AT BOTTOM. OPTION 4 ACTIVE LEAF: "PRECISION" HC28M 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 39-12" FROM BOTTOM (2)-SURFACE MOUNT METALLIC STRIKE PLATE AT HEAD TO BE FASTENED WITH (2) IW20 FH MS OPTION 6 I ACTIVE LEAF: "VON DUPRIN" 9847 CONCEALED VERTICAL ROD WITH PANIC DEVICE WITH (2) 8-32 x 31W FH MS. LOCATED 393/4" FROM BOTTOM INACTIVE LEAF: 1 'PRECISION" HC2S00 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 DOOR EDGE CONSTRUCTION OPTION 8 ACTIVE LEAF: "DORMA" CL700 SURFACE MOUNT METALLIC HANDLE AT 39 12" FROM BOTTOM WITH (2) #8-36 X 3/8" PH MS AND (2) #8 X 318" FH MULTI THREAD SCREW. "DORMA" DB660 SURFACE MOUNT METALLIC DEAD BOLTAT45 1/2" FROM 80TTONI WITH (2)1/4"-20 X 1 5/8` FH MS; (2) #1032 X 2 3/W" PH MS AND (2)#8 X 3/6` FH MULTI THREAD SCREW. INACTIVE LEAF: ONE FLUSH MOUNT METALLIC STRIKE PLATE AT 39 12" FROM BOTTOM W/ (2) #10 X 1" FH SMS AND ONE FLUSH MOUNT METALLIC STRIKE PLATE AT wcTMe �cmre 4512" FROM BOTTOM W/ (2)#8 X 3W FH MULTI THREAD SCREW. L — "IVES" SS453 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLT TO BE FASTENED WITH (4)12 X 1-1/4" FH MS PmDUC f YiV61IIIII ewrPbft wW th llrl& Anepuoe Ne PZ >�S- COUNTY O 2/8" a � %e^ I 18 GA DOOR FRAME JAMB AND HEAD O 5" 3%" 1%^ > �I THRESHOLD O �J L.0 12 GA REINFORCEMENT PLATE I� 1/8' 4- PRECISION HC822 STEEL MULLION 1l GA. Rt9NFDRCE ® 10 iBGAEMA O ANCHOR m 3 51b FA3010 EMSniZMASONRY ANCHOR FR1200 ' L/ FRAME REINFORC I ,O GA NDRTISE LOCK EDGE } } REINFCRCEN I} } 0 i AND TAAPPEDPPED OLE F FOR 8 1 2448CREW FA1040 HR2000 HR1030 I DR1700 FLOORANCHOR DUST BOX ,O GAHNOE RENFORGEMENT MORTBE LOCK EDGE REINFORCEMENT Q,lb 16 All 17 ©1 I 10^ i z 1rr-,e GA f a A 1%. pSTFEL cAP O 0OV Q z ,7-te CA STECL CAP $4244O I Q "PER B (� PER LEAF) 5 A - 38 PART ND. �DR1110" .134" THICK STEEL HINGE FA3030 STEEL BAR INSERT Nt GAMORTISE BOX REINFORCEMENT 4ASONRYWM3EANCHOR Fy-Wki EMENT n �m � 19 s" 3%" 1%" ?'2ic—ram ?C Z "� w OPTIONAL THRESHOLD J �O 010 N PEMKO 20WAT W p n� Zo y 1 Z = V 19GAUGE REYffORCEMENT x mS R it W cn ((D u U O n O AND-HOLTAPPED F ANDTAPPEDFOR �y ..2i BDgE,Mi W a u x : o v T -g n FR1100 N � n ASA STRIKE BOX REINFORCE\ENf 07 W n u o� ,n E� A aO x o� NOV 15 2017 0 Nl�1 S :lORI(.Yl'�tEGISTI;A710N- peon" r r¢vpr •erPb'Mt w'Ittr IYe ALFW ,' PC `559R} ,� _: CA.N. 2Hf�7 z, "'"• ni. " SHLEt 7 OP 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. (0A48MIN.) Fy- 42KSI MIN. 2 PMK177-T ALUM. 1 THRESHOLD WITH THERMO SEAL INSERT PEMKO 177AT W/ THERMOSEAL(T) 3 STEEL OR ST/ST AS READ. DOOR PANEL 20 GA. ( . M ) y- 48 KSI MIN. 4 DR1010 STEEL AS READ. MORTISE BOX REINFORCEMENT GENSTEEL 5 P 387 AS REOD. PEMKO 387 CLOSED CELL SPONGE WEATHERSTRIP PEMKO 6 - STEEL AS REOD. 2- ' x 4' 12 GA. STEEL REINFORCEMENT GENSTEEL 7 KC822 STEEL AS READ, 2' X 3' X I/B' REMOVABLE MULLION PRECISION HARDWARE HC822 Fy = 46 ksl 8 FA3010 STEEL AS REOD. EXISTING MASONRY ANCHOR GENSTEEL 9 SB453 _ AS REOD, SURFACE BOLT IVES SB453 10 FR1200 STEEL AS REOD. 1-1' x 12' 16 GA. FRAME REINFORCEMENT GENSTEEL 11 FA1040 STEEL 2 FLOOR ANCHOR 18 GA. (1-k x 1-k x 4-�' LG) GENSTEEL 12 HR2000 STEEL 3 PER LEAF HINGE DUSTBOX GENSTEEL 13 HR103D STEEL 3 PER LEAF HINGE REINFORCEMENT WELDED TO FRAME GENSTEEL 14 DR170D STEEL AS REOD. MORTISE LOCK EDGE REINFORCEMENT WELDED GENSTEEL 15 FRI100 STEEL AS REOD. ASA STRIKE BOX GENSTEEL 16 179-454 STEEL 3 PER LEAF DOREX, HAGER X179-454-15 HINGE STANLEY 17 FA3030 STEEL AS REOD. MASONRY WIRE ANCHOR .173 DIA. i8 STEEL AS REOD. 20GA. DUSTBOX GENSTEEL 19 PW2005AT ALUM, 1 OPTIONAL THRESHOLD WITH THERMO SEAL INSERT PEMKO 2005AT W/ THERMOSEAL(T) 20 PEMKO 315_N - 1 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 P373 - AS REOD. PEMKO 375CR ASTRAGAL WITH SPONGE NEOPRENE PEMKO WEATHERSTRIP APPLY WHEN WATER INFILTRATION IS REQUIRED 23 HONEYCOMB - AS READ. INSIDE OF DOOR PANEL GENSTEEL lNOYUCf REVS AND ylgwMYfh VAdi► N, S-o2 omit NCV?52017 FFOR& R0 15TRA-i ,F PE'055983 CAN. CORNER FRAME CONSTRUCTION f y C 8 W r rn z z y W 1 N smT a OF 8 BXUV,.U419 - Fire Resistance Ratings - ANSVUL 263 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpa... /-.-N ONLINE CERTIFICATIONS DIRECTORY %ZY LM PROVED CERTiF1CATIONS_ • • 0 QLEARNNU)RE Design No. U419 BXUV.U419 Fire Resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted In all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fee resstance assembles and products are developed by the design subm tter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, R is recommended the feat Contact for assistance be the technical service staff provided by the product manufacturer noted for the design, USers of fee resistance assemblies are advised to cor&A the general Guide information for each product category and each group of assembles. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U419 July 12, 2018 NOnlo"rho Wall Ratkhgs — 1, 2, 3 W 4 Nr (Sea hams 4 ♦ S through SK) • Indicates such products shag bear the UL or cUL CartIllotion Mark for jurladktkns employing the UL W cV L CartlNution (such as Canada), rssPsctNaly. 1. Floor and Ceding Runners — (Not Shown) — For use with Rem 2 — Channel shaped, fabricated from con 25 MSG corrosion -protected steel, min depth to accommodate stud size, with min 1-1/4 In. long legs, attached to floor and ceAng with fasteners 24 in. OC max. LA. Framing Members• — Floor and Citing Runner — Not Shown — In lieu of Rem 1 — For use with Rem 2B, proprietary channel shaped runners, 3-5/8 In. deep attached to floor and ceRg with fasteners 24 in. OC max. CALIFORNIA E MANDED METAL PRODUCTS CO — Viper25- Track CRACO MFG INC — SmartTra&25" MARIMO/WARE, DIV OF WARE INDUSTRIES VIC — Vlper25- Track FUSION BUILDING PRODUCTS — Vlper25— Track IMPERIAL MANUFACTURING GROUP INC — Vlper25^ Track I of 7 9/24/2018, 8:35 AM BXUMcU419 - Fire Resistance Ratings - ANSI/UL 263 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpa... 1 & Framtg Members• — Floor and CaBng Runner — Not Shown —In Neu of Rem 1 —For use with Item 2C, proprietarychannel shaped runners, 1-114 In. wide by 3-5/8 in. deep fabricated from min 0.018 in.thick gaN steel, attached to floor and ceing with fasteners spaced 24 In. OC Max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Vper20TM Tack MARINO/WARE, DIV OF WARE INDUSTRIES INC — V4)er20^ Track FUSION BUILDING PRODUCTS — Vlper20^ Track IMPERIAL MANUFACTURING GROUP INC — Vlper2G— Track IC. Framing Members• — Floor and Caging Runners — (Not Shown) — In Ieu of Rem 1 — Channel shaped, attached to floor and ceing with fasteners 24 in. OC. max. ALLSTEEL R GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System ID. Floor and Caging Runners — (Not Shown) — For use with Rem 2A — Channel shaped, fabricated from min 20 MSG corrosion -protected or gaN steel, min depth M accommodate stud site, with mn 1 In, long legs, attached to floor and Main with fasteners spaced max 24 in. OC. 1 E. Frsmling Membrs* — Floor and CeMrg Runners — (Not Shown, As an alternate to Rem 1) —For use with Items 2E, 5F or SG or 51 orgy, cannel shaped, fabricated from min. 0.015 In. (mid bane metal thickness) gah anted steel, attached to floor and ce&V with fasteners 24 in. OC. max. CLARRDIETRICH BUILDING SYSTEMS — CD ProTRAK DMFCWSS L L C — ProTRAK MBA METAL FRAMING — P.TRAK RAM SALES L L C — Ram ProTRAK STEEL STRUCTURAL PRODUCTS L L C — Trl-S ProTRAK IF. Framing Members• — Floor and Ceitbg Runner — Not Shown — In lieu of Rem 1 — For use with Rem 2F, proprietary carmei shaped runners, minimum width to accommodate stud size, with 1- 1/8 in. long legs fabricated from min 0.015 In. (min bare metal thickness) gaN steel, attached to floor and ceing with fasteners spaced 24 in. OC max. SUPER STUD BUILDING PRODUCTS — The Edge 1G. Framing Members- — Floor and Gelling Romer — For use with Item 2G, proprietary channel shaped runners, minimum width to accommodate stud sloe attached to floor and ceiling with fasteners 24 in. OC max. STUDCO BUILDING SYSTEMS — CROCSTUD Track 1 H. Floor and CaMg Runners — (Not Shown) — Channel shaped, fabricated from min0.02 in. gaN steel, minwidth to accommodate stud size, with min1 In. long legs, for use with studs specified below and fabricated from min0,018 In. gaN steel or thicker, attached to floor and ceBrg with fasteners spaced max 24 in. OC. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Vper20— Track VT100 FUSION BUILDING PRODUCTS — Vlper20— Track VT100 IMPERIAL MANUFACTURING GROUP INC — Vlper20' Track Vr1D0 IL Framing Members• — Floor and Calling RVAnera — (Not Shown, As an alternate to Rem 1) — For use with Items 2H, channel shaped, fabricated from min. 0.015 In. (min bare metal thickness) gaNanized steel, attached to floor and ceing with fasteners 24 In. OC. max. TELLING INDUSTRIES L L C — TRUE-TRACK- 13. Framing Membars• — Floor and Calling Runner — Not Shown — In Neu of Rem 1 — For use with Rem 21, proprietary channel shaped runners, 3-5/8 In. deep attached to floor and calling with fasteners 24 in. OC max. TELLING INDUSTRIES L L C — Vper2S— Track IK. Frannag Members• — Floor and Calling Runner — Not Shown — In Neu of Item 1 — For use with Item 23, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.018 in. thick gaN steel, attached to floor and calling with fasteners spaced 24 in. OC max. TELLING INDUSTRIES L L C — Vper20— Track 1L Framing Members* — Floor and Camp Runner — Not Shown — In Neu of Rem 1 — For use with Item 2N, proprietary charnel shaped runners, 1-1/4 In. wick by min. 3-1/2 in. deep fabricated from min 0.018 in. thick gaN steel, attached to floor and ceing with fasteners spaced 24 In. OC max. STEEL INVESTMENT GROUP L L C — "TRAK IM. Framing Members• — Floor and Calling Runners — Not Shown — As an alternate to Item 1 — For use with Rem 20, proprietary channel shaped runners, min width to accommodate stud stze, gaN steel, attached to floor and camp with fasteners spaced 24 in. OC max. RONDO BUILDING SERVICES PTY LTD — Rondo Wal Tack 1N. Framing Members• — Floor and Calling Rumors — Not Shown — As an alternate to Rem 1 — For use with Rem 2R, proprietary channel shaped runners, min width to accommodate stud size, gaN steel, attached to floor and ceiling with fasteners spaced 24 In. OC max. DEG BUILDING MATERIALS — OEG Tack 10. Framing Members* — Floor and Calling Runner — Not Shown — In Neu of Item 1 — For use with Rem 2Q, proprietary cannel shaped runners, min width to accommodate stud size, fabricated from mn. 25 MSG (0.038 In. min. bare metal thickness), attached to floor and calling with fasteners spaced 24 in. OC max. 2 of 7 9/24/2018, 8:35 AM BXUV.U419 - Fire Resistance Ratings - ANSIML 263 http://database.ul.com/cgi-bin/XYV/templateALISEXT/1 FRAME/showpa... CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper X Track 2. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min depth as Indicated under Rem 5, spaced a max of 24 In. OC. Studs to be cut 318 to 3/4 in. lass than assembly height 2A. Steal Studs — (As an alternate to Rem 2, For use wth Items $8, SE, SH, 53 and 5 K) — Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, 3-1/2 In. min depth, spaced a max of 16 In. OC. Studs friction -fit Mo floor and calling runners. Studs to be cut 5/8 to 3/4 In. less than assembly height. 2B. Framing Members* - Steal Studs — (As an alternate to Item 2, For use with Items SC, 51 or SK) — Proprietary channel shaped studs, 3-5/8 In. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less then the assemby height and Malted with a 1/2 In. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. CALIFORNIA EXPANDED METAL PRODUCTS CO — Vper25`^ CRACO MFG INC — SmartStud25— MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25— FUSION WILDING PRODUCTS — Vlper25— IMPERIAL MANUFACTURING GROUP INC — Vlper25- 2C. Frain" Members' — Steel Studs — Not Shown — In ku of Rem 2 — proprietary channel shaped steel studs, min depth as Indicated under Rem 5, spaced a max F 24 In. OC, fabricated from min 0.018 in. thick gaiv steel. Studs cut 3/8 in. to 314 in. less in lengths than assembly heights. CALIFORNIA EXPANDED METAL PRODUCTS CO — V1per20— MARINO/WARIE, DIV OF WARE INDUSTRIES INC — V1per20"- FUSION WILDING PRODUCTS — VIper20- IMPERIAL MANUFACTURING GROUP INC — Vper20- 2D. Frain" Members* — Steel Studs — In ku of Rem 2 — Charnel shaped studs, min depth as Indicated under Rem 5, spaced a max of 24 In. OC. Studs to be cut 3/4 in. Jess than assembly height. ALLSTEEL R GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC —Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 2E. Framing Members* — Steel Studs — (Not Shown, As an alternate to Rem 2) — For use with Items 5F or 5G or 51 or 5K only, channel shaped studs, min depth as indicated under Rem 5F, SG or 51, fabricated from min. 0.015 In. (min bare metal thickness) galvanized steel, spaced a max of 24 In. OC. Studs to be cut 3/4 In. less than assembly height. CLARKDIETRICM BUILDING SYSTEMS — CD ProSTUD DMFCWBS L L C — ProSTUD NSA METAL FRAMING — Pro STUD RAM SALES L L C — Ram ProSTUD STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProSTUD 2F. Framing Members* — Steel Studs — Not Shown — In Neu of Rem 2 — proprietary channel shaped steel studs, minimum width indicated under Rem 5, 1-1/4 In. deep fabricated from min 0.015 in. (min bare metal thickness) gaNantred steel. Studs 318 In. to 3/4 in. lass In lengths than assembly heights. SUPER STUD BUILDING PRODUCTS — The Edge 2G. Framing Members* — Steel Studs — Not Shown — In ku of Rem 2 — proprietary charnel shaped studs, minimum width Indicated under Rem 5, Studs to be cut 3/8 to 3/4 In less than the assembly height. STUDCO BUILDING SYSTEMS — CROCSTUD 211. FmMhV Member* — Steel Studs — (Not Shown, AS an alternate to Rem 2) — Fabricated from min. 0.035 In. (min bare metal thickness) galvanized steel, spaced a max of 24 In. OC. Studs to be cut 3/4 In. lass than assembly height. TELLING INDUSTRIES L L C — TRUE-STUO`" 21. Framing Members* — Steel Studs — (As an alternate to Rem 2, For use with Rems SC or SL or SK) — Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 In less than the assembly height and Installed with a 1/2 In. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board orgy. TELLING INDUSTRIES L L C — Vper25- 23. Framing Members* — Metal Studs — Not Shown — in Kau of Rem 2 — proprietary channel shaped steel studs, min depth as Indicated under Rem 5, spared a max T 24 h. OC, fabricated from can 0.018 IN thick gatv steel. Studs cut 3/8 In. to 3/4 in. less in lengths than assembly heights TELLING INDUSTRIES L L C — VIper201- 2K. Framing Members* — Steel Studs — As an alternate to Rem 2 — For use with Rem 1, charnel shaped studs, fabricated from min 25 MSG corrosion -protected steel, min depth as Indicated under Rem 5, spaced a max of 24 In. OC. Studs to be M 3/8 to 3/4 in. less than assembly height. M METAL INC — NITROSTUD 2L Framing Members* — Steel Studs — As an alternate to Rem 2 — For use with Item 1, charnel shaped studs, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Rem 5, spaced a max of 24 In. OC. Studs to be aA 3/8 to 3/4 in. less than assembly height. 3 of 7 9/24/2018, 8:35 AM BXUV.U419 - Fire Resistance Ratings - ANSLIUL 263 http://database.ul.corn/cgi-bin/XYV/template/LISEXT/1 FRAME/showpa... OLMAR SUPPLY INC — PRIMESTUD 2M. Framing Members* — Steel Studs — As an alternate to Rem 2 — For use with Rem 1, channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, mat depth as Indicated under Rem 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. lass than assembly height. MARINO/WARE, DIV OF WARE INDUSTRIES INC — S1udRte^ 2N. Frimn" Members•— Steel Studs — As an alternate to Rem 2 — proprietary channel shaped steel studs, min depth 3-1/2 in. and as Indicated Under Rem 5, spaced a max of 24 In. OC, fabricated from min 0.018 In. thick gaN steel. Studs cut 3/8 In. to 3/4 in. kss in length than assembly height. STEEL INVESTMENT GROUP L L C — AlphaMD 20. Framing Members* — Steel Studs — As an alternate to Rem 2 — proprietary channel shaped steel studs, min width as Indicated under Rem 5, gaN steel. Studs to be lit 3/8 to 3/4 In. less in lengths than assembly height. Spaced 24 in. OC max. RONDO BUILDING SERVICES PTY LTD — Rondo Upped Wall Stud 2P. Framing Members* — Steel Studs — As an alternate to Rem 2 — proprietary channel shaped steel studs, min width as adicated under Rem 5, min 25 MSG gaN steel. Studs to be kin 3/8 to 3/4 at. less In lengths than assembly height. Spaced 24 in. OC max. DES BUILDING MATERIALS — OEG Stud 2Q. Framing Members* — Steel Studs — Not Shown — In lieu of Rem 2 — For use with Rem 10, proprietary channel shaped steel studs, min depth as Indicated under Rem 5, spaced a max of 24 In. OC, fabricated from min 25 MSG (0.018 in. min. bare metal thickness). Studs M 318 in. to 3/4 In. lass in lengths than assembly heights. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper X 3. Wood Structural Panel Sheathing; — (Optional, For use with Rem 5 Only) — (Not Shown) — 4 R wide, 7/16 In. thick oriented strand board (OSB) or 15/32 in. thick strut"" 1 sheathing (plywood) comp" with DOC PSI or PS2, or APA Standard PRP-108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical Jolts centered on studs, and staggered one stud space from wallboard Joints. Attached to studs with flat -head self-drBMg tapping screws with a min. head dlam. of 0.292 In. at maximum 6 in. OC. in the perimeter and 12 in. OC, In the fled. When Used, gypsum panels attached over OSB or plywood panels and fastener lengths for gypsum panels Increased by min. 1/2 in. 4. Rants and BWF*GU* — (Required as Indicated under Rem 5) — Mineral wool baits, friction fitted between studs and runners. Mn hom thickness as indicated under Rem 5. See Satts and Blankets (SKNV or BZJZ) Categories for names of Classified companies. 4A. Batts and Blankets* — (Optional) — Placed In stud cavities, any glass fiber or mineral wool insulation bearng tie UL Classficatbn Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (SKNV or BZIZ) Categories for names of Classified companies. 4B. Setts and Slanka4* —For Use with Rem SK. Placed in stud cavities, any min. 3-1/2 In. thick glass fiber Insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fee Resistance. See Batts and Blankets (BKNV or BZIZ) Categories for names of Classned companies. 4C. Fiber, Sprayed* — (Optional) and as an atemate to Batts and Blankets (Rem 45) where insulation Is required - Spray applied granulated mineral fiber material. The fiber Is applied with adhesive at a minimum density of 4.0 Pd to Completely M the wall cavity In accordance with the application Instructions supplied wth the product. See Fiber, Sprayed (CCAZ). A14ERICAN ROCKWOOL MANUFACTURING, LLC — Type Rockwool Premium PILLS 5. Gypsum Board* — Gypsum Pares wth beveled, square or tapered edges, applied verticals or horizontals. Vertical Joins centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joins In adjacent layers (multtayer systems) staggered ore stud cavity. Horizontal Joints need not be backed by steel framing. Horizontal edge Joints and horizontal butt Joints on opposite sides of studs need not be staggered. Horizontal edge Joints and horreontal butt pets In adjacent layers (mu Uayer systems) staggered a min of 12 In. The thickness and number of layers for the 1 h, 2 [r, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each SMs of Wall RatYq, Hr MM Stud Depth, kL items 2, 2C, 2D, 2F, 26,20 No. of Layers & Thins of Panel min Thins of Insulation (Dent 4) 1 3-1/2 1 layer, 5/8 In. thick Optional 1 2-1/2 1 layer, 1/2 In. thick 1.1/2 In. 1 1-5/8 1 layer, 3/4 in. thick Optional 2 1-5/8 2 layers, 1/2 In. thick Optional 2 1-5/8 2 layers, 5/8 In. thick Optional 2 3-1/2 1 lay*, 3/4 In. thick 3 in. 3 1-5/8 3 layers, 1/2 In. thick Optional 3 1-5/8 2 layers, 3/4 In. thick Optional 3 1.5/8 3 layers, 5/8 In. thick Optional 4 1-5/8 4 layers, 5/8 In. thick Optional 4 1-5/8 4 layers, 1/2 in. thick Optional 4 2-1/2 2layers, 3/4 in. thick 2 in. COC INC — 1/2 In. thick Type C, IP-X2 or IpC-AR; WRC, 5/8 In. thick Type AR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, WRX or WRC; 3/4 n. thick Types Iii or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, DC -AR or WRC; 5/8 In. thick Type SCX, SGX, SHX, W RX, IP-X3, All, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR; 3/4 in. thick Types IP43 or ULTRACODE USO SORAL DRYWALL SFZ LLC — 1/2 in. Type C; 5/8 in. Types C, SCX, SGX, ULTRACODE USG MEXICO S A DE C V — 1/2 In. thick Type C, Iii IpC-AR or WRC; 5/8 in. thtk Type AR, C, IP-AR, IP-X3, IP-X2, IPC-AR, SCX, SHX, W RX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE When Rem 78, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 34/2 in., min. thickness of Insulation (Rem 4) is 3 In., and two layers of gypsum board panels (1/2 In. or 5/8 in. thick) shall be attached to fuming charmers as descried In Rem 6. One layer of gypsum board panes (1/2 In. or 5/8 In. thick) attached to opposite side of stud without (wring channels as described In Rem 6. 5A. Gypsum Board* — (As an alternate to Rem 5) — 5/8 In. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Rem 6. CGC INC — Type SHX. UNITED STATES GYPSUM CO — Type FRX-G, SHX. USG MEXICO S A DE C V — Type SHX. of 7 9/24/2018, 8:35 AM BXUV.U419 - Fire Resistance Ratings - ANSI/UL 263 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpa... 5B. Gypaan Stand- —(Not Shown) —As an atemate to Rem 5 when used as the base layer on one or both sides of wal when 518 In or 3/4 n. tfiick products are speckled. For direct attachment only to steel studs Rem 2A, (not to be used wth RmIn.Wallboardin.h Item 3) — Nom 5/8 in, or 3/4 In. may be used as ateate to at 5/0 . or 3/4 in. shown Rem 5, Wallboard Protection on Each Side of WaN table. Nom 5/8 . or 3/4 . thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min1 stud cavity on opposite skies of studs. Gypsum board secured to 20 MSG steel studs Rem 2A with 1-1/4 In. long Type S-12 steel screws spaced 8 n. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Sups (see Rem 11) or Lead Discs or Tabs (see Rem 12). RAY -BAR ENGINEERING CORP — Type RB-LBG 5C. Gypsu i hoard• — (For Use With Rem 26) — Rating Limited to 1 How. 5/B h. thick, 48 in. wide, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. (Vemcai ApplCetion) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S mated steel screws spaced 8 In. OC starting 4 in. from the edge of the board at the vertical edges and 12 In, OC starting 6 In. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track wth screws spaced 8 in. OC starting 4 In. from the board edge. Fasteners shal not penetrate through both the stud and the track at the same time. Vertical jokes are to be centered over studs and staggered one stud Cavity on opposite sides of studs. (Horizontal Application) - The gypsum board Is to be hstaled on each sick of the studs wth 1 in. long Type S mated steel screws spaced 8 in. OC Starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the Center of each board. Gypsum boards are to be secured to the top and bottom track with Screws spaced 8 In. OC starting 4 In. from the board edge. Fasteners she$ not penetrate through both the stud and the track at the same thee. AN horizontal jokes are to be backed as outlined under section VI of Volume 1 In the Fire Resistive Directory. CGC INC — Type SCX. UNITED STATES GYPSUM CO — Type SCX, SGX. USG MORAL DRYWALL SF2 LLC — Type SCX USG MEXICO S A DE C V— Type SCX 50. Gyps Board' — (As an atemate to Rem 5) — 5/8 in. thick, 48 In. wide, appled vertically or hortontaN. Secured as described in Rem 6. For use with Items 1 and 2 only. CGC INC — Type USGX UNITED STATES GYPSUM CO — Type USGX USG MORAL DRYWALL SF2 LLC — Type USGX LISS ME)aCO S A DE C V — Type USGX SE. Gypsum Board' — (Not Shown) — (As an alternate to Rem 5 when used as the base layer on one or both sides of wag when 1/2 In. or 5/8 In thick products are speckled, For dlrett attachment only to steel studs Rem 2A, not to be used wth Rem 3). Nominal 5/8 In. thick lead backed gypsum panels wth beveled, square or tapered edges, applied vertkaly. Vertical jokes centered over studs and staggered min 1 stud Cavity on opposite skits of studs. Wallboard secured to studs with 1.1/4 in. long Type S-12 (or No. 6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. NEW ENGLAND LEAD BURNING CO IM, DMA MELCO — Neko 5F. Gypsum bard' — (As an alternate to Item 5) — For use with Items 1 E and 2E and $mted to 1 Hour Rating only, Gypsum panels wth leveled, square or tapered edges, appled vertically, and fastened to the steel studs with 1 in. long Type S screws spaced 8 In. OC along vertical and bottom edges and 12 In. OC In Ow field. Vertical Jolts Centered over studs and staggered one stud Cavity on opposite sides of studs. Steel stud depth shal be a minimum 3-5/8 in. UNITED STATES GYPSUM CO — 5/8 in. thick Type SCX, SGX USG MORAL DRYWALL SF2 LLC — 5/8 In. thick Type SCX, SGX 5G. Gypsum Sosrd' — (As an atemate to Rem 5) — For use with items I and 2E only, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally, as speckled in the table below and fastened to the steel studs as described in Item 6. Vertical jolts centered over studs and staggered one stud cavity on opposte sides of studs. Vertical joints in adjacent layers (muAgayer systems) staggered one stud Cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joMs on opposte sides of studs need not be staggered. Horizontal edge jolts and horizo real tact jokU In adjacent layers (mutkayer systems) staggered a min of 12 In. The thickness and number of layers for the 2 hr, 3 hr and 4 IT retngs arc as follows: Gypsum Soard Protection on Each Side of Walk Rating, Mr Min Stud Depth kin. Itson 2E No. of Layers a Thickness of Panal Min Thkrs of Insulation (Item 4) 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 3 1-5/8 3layers, 1/2 in. thick Optional 3 1-5/8 1 3 layers, S/8 in. thick Optional 4 1 1-5/8 4 layers, 5/8 In. thick Optional 4 1 1-5/8 4 layers, 1/2 n. thick Optional CGC INC — 1/2 In. thick Type C, IP-X2 or ]PC -AR;, 518 in. thick Type AR, C, IP-ivy IP-XI, IP-X2, IPC-AR, SCX, SHX, or, 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 In. thick Type SCX, SGX, SHX, IP-XI, AR, C, , FRX-G, IP-AR, IP-X2, IPC-AR, ULDG 3/4 In. thick Types IP-X3 or ULTRACODE USG SORAL DRYWALL SF2 LLC — 1/2 in. Type C; 5/8 in. Types C, SCX, SGX, UURACODE USG MEXICO S A DE C V — 1/2 In. thick Type C, IP-X2, IPC-AR or; 5/8 In. thick Type AR, C, ip-AR, IP-XI, IP-X2, MC -AR, SCX, SHX, or; 3/4 in. thick Types IP-)(3 or ULTRACODE SH. Gypouso Board' — (Not Shown) — (As an alternate to Rem 5 when used as the base layer on one or both skits of waN when 5/8 or 3/4 In thick products arc speckled. For direct attachment only to steel studs Item 2A, (not to be used wth Rem 3) - Nom 5/8 or 3/4 in. may be used as atemate to al 5/8 or 3/4 In. shown In Rem 5, Waboard Protection on Each Side of Wal table. Nom 5/8 or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied verticaM• vertical joints Centered over 20 MSG steel studs and Staggered min 1 stud Cavity on opposte sides of studs. Wallboard secured to studs wth 1-1/4 in. long Type S- 12 steel screws spaced 8 In. OC at perimeter and 12 in. OC In the field. Gypsum board secured to 20 MSG steel studs Rem 2B well 1-1/4 kL long Type S- 12 steel screws spaced 8 in. OC at perineter and 12 In. OC In the field. For 1oM Compound see Rem S. To be used with Lead Batten Stops (see Rem 1IA) or Lead Di[ (see Rem 12A). MAYCO INDUSTRIES INC — Type X-Ray Shiekled Gypsum 5L GYpsun Board' — (As an alternate to Item 5) — Nom. 5/8 In. thick gypsum panels with beveled, square or tapered edges nstaled as described In Rem 5. Steel stud minimum depth shal be as indicated In Rem S. CGC INC — Type ULX UNITED STATES GYPSUM CO — Type ULX USG ME3kICO S A DE C V — Type ULX 51. Gypsum Seard' — (Not Sawn) — (As an alternate to Rem 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specked, For direct attachment orey to steel studs Rem 2A, not to be used with Item 3). Mom 5/8 In. thick lead backed gypsurn panels wth beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min I stud cavity on opposite skies of studs. WaDoard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 In. OC at perimeter and 12 In. OC In the field. Lead batten strips required behind vertical jolts of lead backed gypsum walboard and optional at remaining stud locations. Lead batten strips, min 2 In. woe, max 8 R long wth a max thickness of 0.14 In. placed on the face of studs and attached to the stud with construction adhesive and two 1 In. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 In. diem by Max 0.085 in. of 7 9/24/2018, 8:35 AM BXUV.U419 - Fire Resistance Ratings - ANSI/UL 263 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpa... + thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Iked Drywall SK. Gypsum Board- — (Not Shown) — (As an alternate to Rem 5) — Nom. 5/8 In, thick gypsum panel moth beveed, square or tapered edges, appled vertically or horizontally. Vertical joins centered over studs and staggered one stud cavity on opposte sides of studs. Vertical Joints In adjacent layers (mutlayer systems) staggered one stud cavity. Hortzontal)okKs need not be backed by steel framing. Horizontal edge joixs and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joins Inadjacent layers (mutlayer systems) need not be staggered. The number of layers for the 1 h, 2 hr, 3 h and 4 hr ratings arc as follows: Gypsum Board Protection on Each Shoe of Wall Rating, Nr Min Stud Depth In. Rams 2 through 20 NO. of Layers • Thkrs of Panel Min Thkne of Immolation (Item 45) 1 3-5/8 1 layer, 5/8 in. thick 3-1/2 In. 2 1-5/8 2 layers, 5/8 In. thick Optional 3 1-5/8 3 layers, 5/8 In. thick Optional 4 1.5/8 4 layers, 5/8 In. thick Opwrial UNITED STATES GYPSUM CO — 5/8 in. thick Type ULD( 6. Fasteners — (Not Shown) — For use with Items 2 and 2F - Type S or S- 12 steel screws used to attach panel to studs (Rem 2) or furring channel (Rem 7). Single layer systems: 1 in. brio for 1/2 and 5/8 in, Mick panel or 1.1/4 In. long for 3/4 In. thick panel, spaced 8 in. OC when panel are applied horizontally, or 8 In. OC along vertical and bottom edges and 12 in. OC in the Meld when panel are applied vertically. TWO layer systems: First Myer-1 In. long for 1/2 and 5/8 ru thick panels or 1.1/4 In, long for 314 In. thick Panels, spaced 16 In, OC. Second layer- 1-5/8 in. long for 1/2 In., 5/8 In. thick panel or 2.1/4 In. long for 3/4 in. thick panel, spaced 16 in. OC with screws offset 8 In. from first Iayer.Thm-layer systems: First layer. 1 In. long for 1/2 In, S/8 in. thick panel, spaced 24 In. OC. Second Ayer- 1-5/8 In. long for 1/2 n., 5/8 n. thick panel, spaced 24 in. OC. Thirdlayer- 2-1/4 in. long for 1/2 in., 5/8 In. thick panel or 2-5/8 in. long for 5/8 In. thick panel, spaced 12 in. OC. Screws offset min6 In. from layer below. FOurdayer systems: Find layer- 1 In. long for 1/2 in., 5/8 In. thick panel, spaced 24 In. OC. Second layer- 1-5/8 in, long for 1/2 in., 5/8 in. csdk panels, spaced 24 in. OC. Third layer- 2-1/4 In. long for 1/2 In. thick panel or 2-5/8 in. long for 5/8 In. thick panel, spaced 24 In. OC. Fourth layer- 2-5/8 In. long for 1/2 In. thick panel or 3 In. long for 5/8 In. thick panels, spaced 12 in. OC. Screws offset min 6 In. from layer below. 7. Furring ChernN4 — (Optional, Not Shawn, for Single or doube layer systems) — Resilient frrrsg channel fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each Intersecbnp stud with 1/2 h. long Type S-12 steel screws. Not for use With Rem 5A. 7A. Framing Members' — (Optional on one or both sides, not shown, for sage or double layer systems) — As an alternate to Rem 7, furring channel and Steel Framing Members as described below: a. Furring Chenesls — Formed of No. 25 MSG galy steel. 2-9/16 In. or 2-23/32 in. wile by 7/8 In. deep, spaced max. 24 In. OC perpendicular to studs. Channels secured to studs as described In Rem b. Gypsum board attached to tutting channels as described In Rem 6. Not for use with Rem 5A. b. Steel Framing Members' — Used to attach furring Charnel (Rem 7Aa) to studs (Rem 2). Clips spaced max. 48 In. OC. RSIC-1 and RSIC-1 (2.75) dips secured to Studs with NO. 8 x 1-1/2 in. minimum self -drilling, S-12 steel screw though the center grommet. RSIC-V and RSIC-V (2.75) tips secured to studs with No. 8 x 9/16 In. mramum self -drifting, S-12 steel screw through the center hoe. Furring camel are friction fitted Into clips. RSIC-1 and ASK-V clips for use with 2-9/16 in, wide fur" charnel. RSIC-1 (2.75) and RSIC-V (2.75) cps for use with 2-23/32 In. wick faTi g channel. PAC DrI ERMATIOMAL L L C — Types RSFC-I, RSIC-V, RSIC-1 (2.75), RSIC-V (2.75). 73, Famng Members• — (Optional, Not Shown) — As an alternate to Rem 7, for single or double layer systems, furring channel and Steel Framing Members on only one side of studs as described below: a. Furtbg Charnels — Formed of No. 25 MSG gat+ steel, spaced 24 in. OC perpendicular to studs. Channel secured to studs as described In Rem b. Batts and Blankets placed In stud cavity as desaDed In Rem 5. two layers of gypsum board attached ed to fun" channelsas described In Rem S. Not for use with Rem SA b. Steel Framing Members — Used to attach hxdV Channels (Rem 75a) to one side of studs (Rem 2) only. Clips spaced 48 In. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywal screws, one though the hoe at each end of the cit. Furring g channel are friction fitted Into cps. KINETICS NOISE CONTROL INC — Type Isomax 7C. Framing Members+ — (Not Shown) — (Optional on one or both sides, not shown, for "is or double layer systems) — As an atemate to Item 7, furring channel and Steel Framing Members as described below: a. FYrrkg Channels — Formed of No. 25 MSG galy steel. 2-3/8 In. wide by 7/8 In. deep, spaced max. 24 in. OC perpendicular to studs. Channel secured to studs as described In Rem b. Gypsum board attached to furrg channels as described In Rem 6. Not for use wth Rem 5A. b. Steed Framing Mambarse — Used to attach furring channel (Rem 7Ca) to studs (Rem 2). Clips spaced max. 48 in. OC. GENIECLIPS secured to studs wth No. 8 x 1-1/2 In. minimum self -drilling, S-12 steel screw through the center grommet. Furring channel are friction Maid into clips. PLITEQ INC — Type GENIECLIP 70. Steel Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — Furring cannel and Steel Fmmrg Members as described below: a. Furring CharoMY — Formed of No. 25 MSG gale steel. Spaced 24 In. OC perpendicular to studs. Channel Secured to studs as described In Rem b. Ends of adjoining cannel overapped 6 In. antl tied together with double strand of No. 18 AWG galvanized steel more.. Gypsum board attached to furring charnel as described In Rem 6. Not for use with Rem 5A. b. Steel Framing Membersir — Used to attach furring charnel (Rem 7Da) to studs. Clips spaced 48 in. OC., and secured to studs who 2 in. coarse drywall strew with I In. dam washer though the center hoe. FurrN channel are fiction fitted into cps STUDCO BUILOV46 SYSTEMS — RESILMOUNT Sound Isolation Cps - Type A237 or A237R 7E. Steel Framing MOMISOW — (Optional on one or both sides, not shown, for Single or double layer systems) — Furrng cannel and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG gale el. steSpaced 24 In. OC perpendicular to studs. Channel described In R Secured to studs as described 7Eb. Ends of adjoining channel overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wee.. Gypsum board attached to furring g Channelsas described In Rem 6. Not for use with Rem SA and 5E. b. Steel Framkg Members' — Used to attach !rung channels (Rem 711 to studs. Cps spaced 48 In. OC., and secured to Studs with No. 8 x 2.1/2 In. coarse drywall screw through the center hoe. Furring channels are fiction netted into cps. REGUPOL AMERICA — Type SonusCp 7F. Steal Framing Mernbars* — (Optional on one or both sides, not shown, for singe or double layer systems) — Resilient camel and Steel Framing Members as described below: a. Resent Channels — Formed of No. 25 MSG gate steel, spaced 24 in. OC, and perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channel overlapped 6 in. and Secured in pace with two No. 8 15 x 1/2 in. Phlps Modiled Tess screws spaced 2-1/2 in. from the center of the overlap. Gypsum board attached to resilient channel as described in Rem S. b. Steel Framing Members* — Used to attach ressent channel (Rem 7Fa) to studs. Cps spaced 48 In. OC., and secured to studs with No. 8 x 2-1/2 In. coarse drywall screw through the center hoe. Reslfient channel arc seared to chips with one No. 10 x 1/2 in. pan -head set -drag screw. KEENE BUILDING PRODUCTS CO INC — Type RC+ Assurance Cp S. 3okrt Tap. and Compound — Vinyl or casen, dry or prembced joint compound applied in two coats to pits and screw needs of outer layem paper tape, nom 2 In. wick, embedded In first layer of compound over as joi is of outer layer panel. Paper tape and joint compound may be omitted when gypsum panel are supplied wth a square edge. 9. Sldkg, Brick or Stucco, — (Optional, Not Shown) — Alumnum, vinyl or steel siding, hick veneer or stucco, meeting the requirements of local code agencies, Installed over gypsum panel. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sbdh course of brick. 10. CauBekg and Saalems* — (Optional, Not Shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO — Type AS 11. Lead Batten Strips — (Not Shown, For Use With Rem 55) — Lead batten strips, min 1.1/2 In. wide, Max 10 ft long with a max thickness of 0.125 in. Strips paced on the Interior face of studs and attached from the exterior face of the stud moth two 1 In. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. lead batten strips to have a purty of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical )oats of lead backed gypsum wallboard (Rem 56) and optional at remaining stud locations. Required behind vertical joints. 11A. Load Batten Strips — (Not Shown, For Use With Item 5H) — Lead batten strips, 2 In. wide, max 10 ft long with a max thickness of 0.140 In. Strips paced on the face of studs and attached to the stud with two min. 1 In. long min. Type 5-8 pan head steel screws, one at the top of the ship and one at the bottom of the strip or with one min. 1 in. long min. Type 5-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "S, C or D". Lead batten strips required behind d vertical )ones of lead backed gypsum wallboard and optional at remaining stud locations. 6 of 7 9/24/2018, 8:35 AM BXL VC419 - Fire Resistance Ratings - ANSI/UL 263 http://database.ul.com/cgi-bin/XYV/templateALISEXT/1 FRAME/showpa... 12. Lead Dfses er Tabs —(Not Shown, For Use With Rem 5B) —Used In lieu of or In addition to the lead batten strips (Rem 11) or optional at other locations -Max 3/4 in. diam by max 0.125 in, thick lead discs compression fitted or adhered over steel screw heads or max 112 In. try 1-1/4 Im by max 0.125 In. thick lead tabs placed on gypsum boards (Rem 5B) underneath screw locations prior to the Installation of the screws. Lead discs or tabs to have a purty of 99.9% meeting the Federal specification QQ-L-2O1f, Grade "C". 12A. Last! Discs — (Not Shown, for use with Rem SM) — Max 5/16 In. dlam by max 0.140 in. thick lead discs compression fated or adhered over steel screw heads. Lead discs to have a purty of 99.5% meeting the Federal Specftaton QQ-L-2O1f, Grades "B, C or W. 13. Lead Batten Strips — (Not Shown, For Use With Rem 5E) — Lead batten strips, 2 In. wide, max 10It long with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 In. long min. Type S-8 pan toad steel screw at the top of the strip. Lead batten strips to have a purty of 99.9% meetkV the Federal specification QQ-L-2O1f, Grade "C". Lead batten strips required behind vertical pits of lead backed gypsum wallboard (Rem SE) and optional at remaining stud locations. 14. Lead Tabs — (Not Shown, For Use With Rem SE) — 2 in. wide, 5 In. long with a max thickness of 0.142 In. Tabs frk:ton-flit around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a screw (that secures the gypsum boards, Rem SE) willpenetrate the steel stud. Lead tabs to have a purity of 99.9% meetlrng the Federal specification QQ-L-2O1f, Grade "C". Lead tabs may be held In place with standard adhesive tape If necessary. indicates such products shall bear the UL or Will. Certification Mark for juriadlotons employing the UL or cull. Certification (such as Canada), respectively. L sit Undated on 2018-07-12 DS.`h�ns7 AIOCjhK vans ® 2018 UL LLC The appearance of a company's name or product In this database does not In Itself assure that products so Identified have been manufactured under UL's Follow -Up Service. Only those products beartg the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained In the Online Certlfiraton Directory subject to the folowirg conditions: 1. The Guide lnformaton, Assemblies, Constructions, Designs, Systems, and/or Certifications (fifes) must be presented In their entirety and Ina non -misleading manner, without any manipulation of the data (or drawinils). 2. 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C . 4.. •.. sl, � t,. :: ` ',. ,.:f t ,i. ; .� .. ,1:. , t _7 ;1 jk'P9. , , '�``,, fi a. �; }, �r' ', s ,zuan:� _vt � s.Je air: E ... _ :.0 .:. rrr ` • .. r ��.. -:. ..,p, . -__. . .. ' rt f)C+eAt ,d;r, ''Pr � 7 e: ;i:' ,`r.:>�: .:�} �'e'S ,i: ,,1pp . .�. ..•. ua s � is .. .. ,: ,,.-�,°.., ,... ., , 1' - , ,. ,, ., c:.. �„ ��� 41 ro - ,... r...., -r, ,: s. ..< ,)�, _. ^. i. ;<' ,t, n . 1��. ,y. u14... - s :: 2 (.,:.:-, I r ,.. �, r - � ..✓.. ! Y 1 1 % , t, e t S �. i iF ..;.., .. ��, , .. „ : � . . :.i..j� .L'�� .,: _ '>� : ;.�.,. h: - ,r, . ,:, : 1 q; {:':rl rii' iJ',: .., L... .. :.-<. .i .. .4u:, 4 t _ ..rY, v ;... t._ q .. ,. i .t x*t. _..{, 'kw .i,. - .. R.�.aAaRY" t . , gp{ LiB a[ Y BUIL_[�1N�. FO ?th� . 1. Rt 2 /NOras/ :pLOR1D41, - ., ....., �_... ,. .. I� .d �' 4 IN iC'..y ADO ^ , ,, i � , i1. Foa n;E �:r-Enr or � .... �{{ ° �` , Y •#� - e. ' ^�� .i=a �.-Z Y H 1 V ICAY 6-' c Cx lZ -'i�'�,t�� �..: �a......���au'�,.�'a�.'14'...ht. a., . - s�.id'�i.as..�„�'s�.,.."EL`".'. e�% �:...: ��. ',: a->;-t� �_'.,�..f4-•c,...�::..�:#�i'.:t�.,t-,:t. i'�l:s�}.�, ��-.�'1�#�i''"i 3r .: i3•. ._I�.:.c.: ,,�it,A'k�S 1tT�.��- E''ti�a-rr..#'i5�..� .,.,.w.s£�=', .-g.3.d,: �ne_�eeeu cutcaeo•t4+..- w�Paa� BUILDING PERMIT APPLICATION Miami Shores Village 'OCT I i 201 , 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 FBC 20 �1 Master Permit No. K t 1S! Sub Permit No. \MBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION CONTRACTOR JOB ADDRESS: 1300 ❑ RENEWAL SHOP DRAWINGS City' Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): fry`1KJ y (WIVOUrV Phone#: 30 - 977, 3-` Q,S Address: (L Soo Nig 7,4 City: iIW�NI-1 SNOWS State: t., Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: � oCrxs� yk��Y� Phone#: 1 'C (l� Z� c Address: l3S-7a a.0 City: l 0, ` (r State: L l�(`t �Ol. Zip: �2 Qualifier Name: �t7 �(�`�Y�CiCo'� 0- (_4 e Phone#: G'E State Certification or Registration #: l( �;'2_ C 1 1 / Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: hone#: Value of Work for this Permit: $ / OLI . Cob Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: Specify color of color thru tile:. Submittal Fee $ Permit Fee $ Scanning Fee $ CA-) Radon Fee $ L} 0. 00 Technology Fee $ Training/Education Fee $ Structural Reviews $ -1 CCF $ DBPR $ Zip: ❑ Demolition CO/CC $ Notary $ Double Fee $ Bond $ Q ' / TOTAL FEE NOW DUE $ / `7 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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. X he absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ^ Signature k Signatu OWNER or AGENT The foregoing instrument was acknowledged before me this The forego _ day of i�Ml�'!, Z 120 by -!uuN PbswM, who is personally knowrLo me or who has produced identification and who did take an oath. NOTARY PU Print: CONTRACTOR rument was acknowledged before me this C-n b'Y— 201_, by as me or whofas produced ' Sl who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Notary Public 8t8te o1 RlO'" Seal: JaBry' Yao :1o11"' "C""" MADELEINE TIRADO My Commbabn FF 188481 °'_ Lp,p� Expires 11N2/2018 MY COMMISSION #FF172460 EXPIRES December 21, 2018 (407) 398.0153 FlOfidoNntn 5atvice.cnm Lv ► APPROVED BY Plans Examiner Zoning huStructural Review Clerk (Revised02/24/2014) 0444 I. &4V& P - C Florida P.E #: 68447 13155 $W 134th ftreet,fuite 119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 PROJECT: ALUMINUM STAIR RAILING - H=42" : ••• •• • ALUMINUM WALL MOUNTED HANDRAIL - H= 36" TO 3'9":•- BARRY UNIVERSITY - LIBRARY LEHMAN 11300 NE 2ND AVENUE, MIAMI SHORES, FL : • •: •: CUSTOMER: DADE CONSTRUCTION DESIGNER: Cesar Castillo PE STATE OF FLORIDA REG. # 68447 STRUC-i uRAL Imo" VI 1 APPROVE D DP:T CODES AND SPECIFICATIONS - 7 ALUMINUM DESIGN MANUAL 2005 FLORIDA BUILDING CODE 2017 A.S.C.E 7-10 CONSULTING ENGINEER - 13155 SW 134th STREET, SUITE #11 5EP 7 J io�e MIAMI, FL 33186 PHONE # (305) 253-9442 FLORIDA P.E. #68447 P. Florida RE #: 68447 13155 SW 134th Street, #119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 ALUMINUM RAILIN(-, - H= 4L H = 42 in POST DISTANCE= 48 in = 4' It TYPE= ALUMINUM 6061-T6 ALLOY. CODES: ALUMINUM DESIGN MANUAL 2005 FLORIDA BUILDING CODE 2014 ASCE7-10 I, TYPICAL POST - (1) S.T 2"x2"x1/4" Load= 200 Ibs ( 50 Ibs/ft x 4') Height= 42 inches M= 200.00 x 42.00 = 8400.00 lb -in Then M = 8.40 Kip - in CHECKING Fb FROM ALUMINUM DESIGN MANUAL 2005 -SEE ATTACHED Then Fb(Welding Elements)= = 9.00 Ksi WITHIN 1 in OF A WELD. Then Srqr = 8.40 = 0.93 in3 9.00 Then try with : (1) S.T 2"x2"x1/4" Sxx= 0.93 in3 > 0.9 O.k THEN USE (1) S.T 2"x2"x1/4" 2.- HORIZONTAL RAIL - (1) RT 2"X1"X1/8" � ' • • • • • ' Load= 50 Ibs/ft (HORIZONTAL) : • • ' • •' • • Span= 4 ft 2.1-HORIZONTAL CHECKING • Load= 50 lb/ft • • • • • • • • • Length= 4 • • • • • • M= 50.00 x 16.00 = • : • *0* !00 b •fi • 8 ••••• • • Then M = •••• • 1• K� �• • • • • • CHECKING Fb FROM ALUMINUM DESIGN MANUAL 2005 -SEE ATTACHED • • • • • "' • • Try= (1) REC. TUBE 2"X1"X1/8" •••••• � � • • • Then Fb(Welding Elements)= _ • 9.00 • Ksi • .•.•;• WITHIN 1 in OF A WELD. • • • • • Then Srqr = 1.20 = 0.13 in3 •�•• ; •• • �••••� 9.00 Then try with : (1) REC. TUBE 2"X1"X1/8" Syy= 0.340 in3 > 0.13 o.k THEN USE (1) REC. TUBE 2"X1"X1/8" 2.1- VERTICAL CHECKING Load= 50 Ib/ft Length= 4 ft M= 50.00 x 16.00 = 100.00 lb - ft 8 Then M = 1.20 Kip - in C'''f.C'xu"'PE- CONSULTING ENGINEER 13155 SW 134th STREET, SUITE #119 MIAMI, FL 33186 PHONE # (305) 253-9442 491* FLORIDA PE. #68447 SEP Z 5 201B 0444 P Florida RE #: 68447 13155 SW 134th Street, #119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 Try= (1)REU. iUbtZA Asia Then Fb(Welding Elements)= _ WITHIN 1 in OF A WELD. Then Srqr = 1.20 = 0.11 in3 10.50 Then try with: (1) REC. TUBE 2"Xi"X1/8" Sxx= 0.220 in3 THEN USE (1) REC. TUBE 2"X1"X1/8" CHECKING BIAXIAL STRESSES 0.11 + 0.11 = 0.86 0.34 0.22 3.- CHECKING POST BASE PLATE �200 LB 42" T/2 T 4" Moment = 8400 lb -in H= 4 in T=C= 2100 Ibs Per Each Pair of Bolts S= 200 Ibs FT=Tension= 2100 Ibs Per Each Plate -S=Shear= 100 Ibs Per Each Plate Try using = (4) 3/8" Wedge Bolt Anchors ( Min. embed. 3 1/2") IN EXISTING CONCRETE SLAB Spacing Between Bolts= 3 < 4.5 in Edge Distance= 3 < 4.5 in TENSION Ru= 2205 x 2 x 2940 Ibs > 2100 Ru= 1535 x 2 x 2047 Ibs > 100 CHECKING BIAXIAL STRESSES 2100 + 100 = 2940 2047 67% 67% 67% Ibs 67% Ibs O.K Then use : (4) 3/8" Wedge Bolt Anchors ( Min. embed. 3 1/2") IN EXISTING CONCRETE SLAB 0.8 10.50 Ks! ksi > 0.11 o.k < 1 o.k ...... .... ...... •••• • ••••• • • •••••• • ••• ••••• •• •• •• • •••••• ...... • • . . • •.•••. ' • - F.& DESIA '-'FULL DESIV •, •,, • • < 1.0 o.k e0194 I. e4, P E. CONSULTING ENGINEER 13155 SW 134th STREET, SUITE #119 MIAMI, FL 33186 PHONE # (305) 253-9442 FLORIDA P.E. #68447 SEP 25 2018 P. E Florida RE #: 68447 13155 5W 134th Street, #119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 ALUMINUM MOON ILL) I-1ANUKAIL - rl= .50 ► v 30 MOUNTED DISTANCE= 48 in = 4' ft TYPE= ALUMINUM 6061-T6 ALLOY. CODES: ALUMINUM DESIGN MANUAL 2005 FLORIDA BUILDING CODE 2017 ASCE7-10 TYPICAL RAIL 1.1 - HORIZONTAL CHECKING - Concentraded load of 200 Ibs USING CONCENTRADED LOAD= 200 Ibs Length= 4 ft M= 200.00 x 4.00 = 200.00 lb-ft 4 Then M = 2.40 Kip - in CHECKING Fb FROM ALUMINUM DESIGN MANUAL 2005 -SEE ATTACHED Try= (1) 1-114" DIAM. PIPE SCH. 40 Then Fb(Welding Elements)= = 19.00 Ksi WITHIN 1 in OF A WELD. Then Srqr = 2.40 = 0.13 in3 19.00 Then try with : (1) 1-1/4" DIAM. PIPE SCH. 40 Syy= 0.24 in3 > •0.13 • o.k THEN USE (1) 1-1/4" DIAM. PIPE SCH. 40 • • ••••• • • • • • • • • 1.2- VERTICAL CHECKING • • • •.. • • USING UNIFORM LOAD= 50 lb/ft •••••• • ••••• • •••••• Length= 4 ft M= 50.00 x 16.00 = • •. • f0UU0 lb - ft • • Then M = •••h20 Kip-m ••••. CHECKING Fb FROM ALUMINUM DESIGN MANUAL 2005 -SEE ATTACHED • • • • • • • • • • • •: • • • Try= (1) 1-1/4" DIAM. PIPE SCH. 40 • • • • • • •: • Then Fb( Welding Elements)= _ 1• 0 .... �� Ksi • WITHIN 1 in OF A WELD. • • Then Srqr = 1.20 = 0.06 n3 :•••:• •••••• 19.00 •••• i •• • ksi :••••: Then try with : (1) 1-1/4" DIAM. PIPE SCH. 40 � • � Sxx= 0.33 in3 > 4�06• o.k THEN USE (1) 1-1/4" DIAM. PIPE SCH. 40 CHECKING BIAXIAL STRESSES 1 0.13 + 0.06 = 0.73 <= o.k 0.24 0.33 CONSULTING ENGINEER 13155 SW 134th STREET, SUITE #119 MIAMI, FL 33186 PHONE # (305) 253-9442 FLORIDA P.E. 968447 Bl9l 5l d3S Y d x + Y TABLE 23 - SQUARE TUBES s Dept Thickness kaa Axis x-x, Y-Y 1:. wide.t Weight A 1" 1y 5:, 4 Designation d in. in. lift in, in° in in, in; RT 1 x 1 x .065 RT1x1x.095 RT1x1x.125 RT 1.25 x 1.25 x .065 RT 1,25 x 1.25 x .095 RT 1.25 x 1.25 x .125 RT 1.375 x 1.375 x .125 R71.5x1.5x.065 RT1.5x1.5x,078 R71.5x1.5x.095 RT 1,5 x 1,5 x .125 R71.5x1.5x,250 RT 1.75x 1.75 x .125 RT2x2x.095 RT2x2x.125 RT2x2x.156 RT2x2x,188 RT2x2x,250 RT 225 x 2.25 x .125 RT 2.5 x 2,5 x .125 RT2.5x2.5x.188s RT 2,5 x 2.5 x .250 RT2,75x2.75x An RT2.75x2.75x,188 RT3x3x.095 RT3x3x.125 iR73x3x.188 RT3x3x.250 RT3x3x.375 RT 3.5 x 3.5 x .125 RT 3.5 x 3.5 x .250 RT 15 x 3.5 x ,375 RT4x4x,125 RT4x4x.188 RT4x4x.250 RT4x4x.375 FIT 4x4x,500 1,000 0,065 1.000 0.095 1,000 0,125 1.250 6-065 1.250 0,095 1,2M 0.125 1.375 0,125 1,500 0,065 1,5C0 0.078 1.500 0.095 1,500 0,125 1.5oo 0.250 1.750` 0.125 2.000 0.095 2.000 0.125 2.000 0,156 2,000 0.188 2.000 0 25 0 2,250 0,125 2.500 0,125 2.500 0.188 2.50o= 0.250 2.750 0.125 2.750 0,188 3.000 0.095 3.000 0.125 3.00.0 0.188 3.000 0.250 3.000 0.375 3.500 0.125 3.500 0,250 3,500 0.375 4,000 0,125 4,GM 0.188 4.000 0.250 4,000 0.375 4,000 0.500 t x 0.286 0.243 0.0356 0.0712 '• f}.383 0.0531 0.404 0.344 U475 0.On49 1 0.371 0.074 0.515 0.438 0.05^r 0 0.114 0.36 i 0.0837 0.362 0.308 0.0723 ; 0,116 0.485 0,108 0.516 0.439 0.6982 0.157 0.473 0.146 0.652 0,563 0.120 0.192 0.462 0.178 • 0.735 0.625 0.164 0.239 0.513 • • 0.2:4 • • . • 0.439 .: 0,373- 0.128 0.171 0.586 ... Vi .92 • . 0,522 ``'' :.0.444 0.150 0.200 0.581 ...0•`P-4 . . 6.628% 0.534': 0,176 0.235 0.575•...0,M3 �••••• 0.809 0,68.8 0.218 0,291 0.564w w w.C6% . w.. 1.47 1.25 0.3-39 0.451 0,520, "488 '..' 0.956 0.813 0.360 0.411 0.665• •O.io 0.851 0.724 0.4w°. 0.439 O,T7t .%57 • 1,10 0.938 0,552 0,552 0.767 0.9.24 . • •. •. 1.35 1,1 ho7 .. 0.657 0,755 0.978 • • • 1,60 ,5 1,36 0.754 0.751.. 0,744 1.12 2.06 1.75 0.911 + 0.911 0.722 1.34 1,25 1.06 0,802 0.713 0.869 1.20 1,40 1.19 1.12 0.896 0.971 1.67 2.04 1.74 1.56 : 1.25 0.947 2.32 • 2.65" 2.25 1.92 1,54 0.924 2.85 1.54 1.31 1.51 1.10 1,07 2.26 2.27 1.93 212 1,5A 1.05 3.16 1.30 1,10 1•55 1.04 1.19 2.33 1.69 1,4; 1.98 1.32 1.17 2.97 2.49 2.11 2•80 1.87 1.15 4.18 3.23 2.75 3.49 2,33 1,13 5.20 4,63 3.94 4.61 3.08 1.08 6.78 1.98 1.69 3.21 1.83 1.38 4.81 3.82 3.25 5.76 3.29 1.33 8.58 5.51 4.69 7.74 4.42 1.28 11.4 2.28 1,94 4.85 2,43 1.M Z27 3.37 2.87 6.916 3.48 1.516 10.4 4.41 3.75 8.83 4.41 1.53 13.2 62G 5.44 12.0 6.02 1.49 179 8.23 700 14.6 7,29 1.44 21.4 CONSIGN ENGINEERING CONSIGN ENGINEERING I 13 m n REC. TUBE 2"X1"XI/8" 0 • 0 0 0 0•• • Prim1w Properties ......... . ... ..... ... ... ....... .... �12 - - 11 4 in 4 y -1.2143le-017in"4 Theta '90 deg .... ...... — ------- . .. . ..... . ........ . ......... ... .... I n w--^A MRA Lrzj IES ShapeBuilder 4.0 www.iesweb.com uVi4ji I u I Z—ult I- IV] STANDARD CLEAR ANODIZED TOP RAIL ALUMIJ RECT. TUBE 2"X1"X1 POSTS ALUMIN ST 2"x2" 12" HAND RAIL ALUMINUM PIPE 0-1-1/4" SCH 40 SPH e 00 • M o " 0 �A � A' 412 4' - 0 O.0 Max. 4' -0 O.0 Max. ALUMINUM RAILING & HANDRAIL STAIR TYPICAL SECTION A -A' NOTE: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. POST BASE PLATE Aluminum Plate 5"x5"x1/4" W/4 0 3/8" WEDGE BOLT ANCHORS —Min. 3-1/2" Embedded) Min. Edge Distance 4" ON EXIST. CONCRETE STAIR 1"1CTA 11 E3 ALUMINUM 1"0 PIPE SCH. 40 NG CONC. STAIR V BY OTHERS HERE 6" TO SCH. 40 RAIL 02' II \ =DGE 30LT (MIN. EMBED. 2)j") TO C.M.0 WALL. Cesar I. Castillo RE Consulting Engineer "— -Florida^P:E # -6-8447 PHONE - FAX 305-253 9442 - 13155 SW 134th Street, Suite "119", Miami, FI 33186 STRUCTURAL ALUMINUM SPECIFICATIONS - ALL ALUMINUM ELEMENTS TO BE 6061-T6 ALUMINUM UNLESS NOTED OTHERWISE. - ALL WELDING TO COMPLY WITH A.W.S. CODE (LAST EDITION). - STRUCTURES ARE DESIGN IN ACCORDANCE WITH THE FOLLOWING CODES: F.B.0 2017 ALUMINUM DESIGN MANUAL 2010 ASCE 7-10 - ALL CONNECTORS SHALL BE FULLY WELDED (U.O.N.) - ALUMINUM SURFACES IN CONTACT WITH LIME -MORTAR, CONCRETE, OR OTHER MASONRY MATERIALS, SHALL BE PROTECTED WITH ALKALI -RESISTANT COATINGS SUCH AS HEAVY -BODIED BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER SEE DETAIL TAIL "B" SEE DETAIL EXISTING CONC. (BY OTHER HANDRAIL ELEVATION 12" Min. ., • �- • • 4 r 4.. .• •• .'• 1-1 /4"0 40 DETAIL C HAND RAIL 1-1/4"0 PIPE SCH.40 � \1�1/ T� DET IL "B" TOP RAIL ALUMINUM- REC. TUBE 2"A'nlB" 2-1/4" HAND RAL ALUMINUM PIPE • 1-1/4- SCH 40 ALUMINUM PIPE BRA POSTS ALUMINUM ST Yx2'xr col, STAIR - Plate A GUARDRAIL dt HANDRAIL S �ICAL SEC�ONAASEC�ON AA. Projectname: ALUMINUM STAIR RAILING AND HANDRAIL BARRY UNIVERSITY - LIBRASRY/LEHMAN JabAddrm: 1-1300-NE-2nd AVENUE; MIAMI-SHORES; -FL 33161- Drawing by : C.Gr I Date : 8/30/20111 Drawing No.: 01/01 1 Job No.: ••e•• • rA: • ..- -1Ai' Ab • Mlam*Shr of 4PF� D BY ZON:fVG DEPT ILDG DEPT 6 ,;WECT r"O CCK:PUA XM ANo C( UN r Y 3 CUSTOMER : DADE CONSTRUCTION 1-33-7-2- SW 1..28TH .STREET MIAMI, FLORIDA 33186 .., Cw' CV Cl W cm w � w W 4LU �^ Z h_co a, ;`r: C9!, CDr' W41 WP)N . ���►�41 Z co IA� i0 Q v Q O ` o �ZO 2 ti 0 4 h w t..t.. • • J • ZZ •� 1,1ctge �-4TE ALL VffbdRAL REC3lJwIOM$ S