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11-586 (2)CSI 1.(0 BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): i- Vkrr i c.CS t tl Address: ,,AA113p0 gE_ ;.'4 Pot I City: P\tE-Y�� ANA-45 State: FL rry i&1\1 Vt.(SQ kl Email: + . e . > Tenant/Lessee Name: Permit No. SEP142011 vvvvv ..voa..ga0000.0000 Master Permit No. It —5Vc, Phone #: 3o61gq- 3 050 Zip: 33 Ib 1 Phone #: JOB ADDRESS: 1l -Sbb N 7...4 L City: Miami Shores Folio/Parcel #: It 7.1 OODan 4 ID County: Miami Dade Zip: 33161 Is the Building Historically Designated: Yes NO X Flood Zone: CONTRACTOR: Company Name: rko0 \ 60614N45 Ott4N45 , LLC Phone #: � t 11A- A' p)� Address: 1X91 N , _c 5s 3 ek City: F4- L 4 2n,11 State:°, F: L Zip: ',`\t Qualifier Name: � L'1\ L1 ip n U ��+c\e< Phone #: 9S'5 tie " 5091 State Certification or Registration #: . 15�jb 111 Certificate of Competency #: Contact Phone #: 9 Cj1} ° T4®° 604 Email Address: 51,3LfAtle+^o55 il-VA- CO i\ DESIGNER: Architect/Engineer: A 1 �c! ®�,..4St," S a.r•\ Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition OAlteration ONew ORepair/Replace ❑Demolition Description of Work: Sat..c,.LA.,,,-q\ .5r-r, \ •xut 3 ******** * * * *** * *** * * * * * * * * * * * * * ** * * * * ** Fees************* * * * * * * * * * * * * ** * *** * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ . r CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 80 TOTAL FEE NOW DUE $ { S Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv' - a d a reinspection fee will be charged. Signature Owner or Agent Thy regoing instrument was acknowledged before me this /tA The fo day of :e pe , 20 J( , by 1). 13 �.e: /. day of who is pe who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expire Contractor was ac edged before me this l4- 201) , by onally known to me or who has pr ' • uced as identification and who did take an oath. Sign: Print: My Commission Exp :�A9` `,tom oe Q�! ******************************************************* * *3tok�Y�Ys�3t *e@�k9e�e3c3:9:** k�Y:***k* t* *4c3to %e%oY7tt &*:Y*** *4C9******* APPROVED BY v'./ (Revised 07 /10 /07XRevised 06 /10 /2009XRevised 3/15/09) Plans Examiner Structural Review Zoning Clerk CAN.ONDESIGN SUBMITTAL IDENTIFICATION SHEET To be completed by Contractor /CM Project Name /Address /Number Barry University Residence Hall 11300 NE 2nd Ave Miami Shores, FL 33161 Cannon Design Project No. 03617.00 Owner Barry University Architect / Engineer Cannon Design Submitted By Charlie Amdall Contractor / CM Submittal No. Cannon Design Submittal No. 000112 051223 -001 Drawing / Detail Reference Specification Section/ Paragraph Structural Drawings 0512 23 - Structural Steel Manufacturer / Supplier Item / Product ID Champion Steel All Steel Members Priority: Required Date: ❑ Critical August 23, 2011 To be completed by Reviewer Cannon Design Submittal Numi Brand R teed Date Submittal# 051223 Cannon Design Requirements for Submission to Cannon Design Shop Drawings: Product Data: Samples: ❑ A. No Exceptions Taken No further review of submittal is required. ❑ B. Make Correction Noted Incorporate corrections in work; resubmission is not required unless otherwise noted. ❑ C. Revise and Resubmit Revise as noted, and resubmit for further review. ❑ D. Rejected Remarks or Deviations Submittal not in compliance with Contract Documents. XE. For Record On& Received for record purposes only. Contractor! CtfM•CertBflcation (submittals not certified will ba returned without review] Review is for conformance with the design concept of this project and for general compliance with contract documents. Contractor Is responsible for quantities, dimensions and compliance with contract documents and forinfornation that pertains to fabrication processes, construction techniques and coordination of this work with all trades which will be affected thereby. This review is null and void if submittal deviates from contract documents and does not indicate or note deviations. 6JE Comments SUBMITTAL RECIEVED FOR RECORD ONLY. COURTESY REVIEW CONDUCTED FOR COORDINATION WITH ARCHITECTURAL SCOPE OF WORK. C. Arndall August 17, 2011 P. Mendola Reviewed by Date Reviewed by 09.14.11 Date 08 /08 IVI9SS' Moss & Associates, LLC CIO Barry University 11300 NW 2nd Av Miami Shores FL 33161 -6695 Submittal This is a CMIC MASTER Form Letter that is assigned to this screen. It can be used for copying and creating custom Form Letters. Document Information: Application: Menu: Form Name: Block: Format: Form Letter Type: Form Letter Format: Company / Project / Job Company: Project: Job: Submittal: Submittal ID: Submittal Name: Change #: Status 1: Status 2: Copies: Last Review Cycle: From: Partner: Contact: Sent To: Partner: Contact: Address: Fax Number: Phone Number: Returned By: Partner: Contact: Forwarded To: Partner: Contact: Project Management Administration > Enter Submittal Submittal (PMSBMT) B1 - Submittal Advanced FLPM1300 Submittal PM1300_000 MASTER FL - Submittal (PMSBMT) Moss & Associates, LLC Barry University Residence Hall Barry University Residence Hall - Cntrl Job 000112 Structural Steel Shop Drawings Open Open 1 Woodland Construction Co. Steve Bluestein Johnson Structural Group, Inc. Mark Johnson 951 Yamato Road Suite 205 Boca Raton FL 33431 561 - 982 -8899 561 - 982 -8999 Johnson Structural Group, Inc. Mark Johnson Woodland Construction Co. Steve Bluestein Responsibility / Current User: Company: Name: Dates: Required Start: Required Finish: Activity Start Date: Moss & Associates, LLC Charlie Amdall Delivery Start: Delivery Lead Time: Delivery Finish: Fabrication Start: Fabrication Lead Time: Fabrication Finish: Float Start: Float Lead Time: Float Finish: Approval Start: Approval Lead Time: Approval Finish: Review Start: Review Lead Time: Review Finish: Preparation Start: Preparation Time: Preparation Finish: Classifiers: JUL 05, 2011 AUG 09, 2011 SEP 19, 2011 SEP 16, 2011 1 SEP 19, 2011 AUG 09, 2011 28 SEP 16, 2011 AUG 09, 2011 0 AUG 09, 2011 JUL 26, 2011 10 AUG 09, 2011 JUL 19,2011 5 JUL 19,2011 JUL 05, 2011 10 JUL 19,2011 Sub - Category (For Submittals) History - last review cycle # 1 : Action From Received Woodland Construction Co. Steve Bluestein Sent Moss & Associates, LLC Jason Ramunno Retumed Johnson Structural Group, Inc. Mark Johnson To Moss & Associates, LLC Jason Ramunno Johnson Structural Group, Inc. Mark Johnson Moss & Associates, LLC Jason Ramunno Dates Comment Created: AUG 15, 2011 Sent: Due: JUL 19, 2011 Received: AUG 02, 2011 Created: AUG 15, 2011 Sent: AUG 17, 2011 Due: JUL 26, 2011 Received: Created: AUG 15, 2011 Sent: Due: AUG 09, 2011 Received: Forwarded Moss & Associates, LLC Woodland Construction Co. Created: AUG 15, 2011 Jason Ramunno Steve Bluestein Sent: Due: AUG 10, 2011 Received: Related Issues: Number: Description: Date: Entered by: System Information: Current User: Current Date: Current Date (Long Format): Notes: #: Note Text: Charlie Amdall AUG 17, 2011 August 17, 2011 Date: User: Closed: CONSTRUCTION MANAGER MOSS & ASSOCIATES, LLC Barry University Residence Hall — Job No. 2010023 Submittal No. 000122 X Reviewed Reviewed as Noted Reviewed as Noted — Resubmit Not Approved — Resubmit Review of this submittal is for general conformance with contract requirements. Subcontractor/Vendor is responsible for dimensions, quantities, & coordination with other trades. Approval does not relieve Subcontractor/Vendor of his responsibilities to fully comply with the contract documents. By C. Arndall Date: 8/17/2011 Reviewed and Approved Corrections or comments made on equipment submittals or shop drawings during this review do not relieve the contractor from compliance with requirements of the drawings and the specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions, confirming as -built dimensions, selecting fabrication processes and techniques of construction, coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner. Johnson Structural Group, Inc. Mark Johnson, P.E., SECB Sheets Included in this Submittal: . D -1 - 7.25.11 . D- 3- 7.25.11 . D- 4- 7.25.11 . D- 5- 7.25.11 . D- 6- 7.25.11 . E -1 A - 7.25.11 . E -1 B - 7.25.11 . E -2A - 7.25.11 . E -2B - 7.11.11 . E -3 - 7.25.11 . E -4 - 7.25.11 . E- 5- 7.25.11 . E- 6- 7.25.11 . E -7 - 7.25.11 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING 6-1 " °' `vt'Ll°aui 1- stOP (1'0.0- Permit No. APPLICATION ()O°( Master Permit No. FBC 20 Shop Q, CitA �E-i+.o,it. Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Address: «600 City: tk a1 c jc Tenant/Lessee Name: 1. n .rrY l'N, 1/4P j‘ Email: V,1Qay4s Chi IAA\ " .CS'\(• datik ROOFING State: F CT 032011 Phone #: ;66 — — 3050 Zip: 331bt JOB ADDRESS: k\ 3Db N )„4 a City: Miami Shores Folio/Parcel #: tl r1[ bk, D OD OD 0 Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: Phone #: County: Miami Dade Zip: 3�kb NO 2< Flood Zone: Mo 55 ( k5cc. -Va,5 I),L. Do Phone #: CIS 4— ML_ 8l ©9 City: State: -'-.' � 1, c�, L State Certification or Registration #: 1 J 0 ��m' Certificate of Competency #: Contact Phone #: 9 EA Email Address: 6t,.V.ercA" Q $56S-0 <Gt7T� DESIGNER: Architect/Engineer: z..6)(\ Phone #: Qualifier Name: Ft, Zip: 333\ Phone #: 14( o 509Qt Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration nn ❑New ❑Repair/Replace UDemolition ' Description of Work: , oe• ,S r� et\k kek‘t■. i t$5 tot Submittal Fee $ Permit Fee $ .J J CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $1 y4' 0 TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER:. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved ' a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of o77 , 20,'/ , by • /% Lae'' 5 , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: 44 (;‘ ,6 - Print: My Commission Exp APPROVED BY / ,s � /( -'4-0/44AC— 1°4/it (Revised 07 /10 /07)(Revised 06 /10 /2009XRevised 3/15/09) The foregoing instrument was acknowledged before me this day of AP, , 20 )1 II , by S who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: c4p My Conuri�' ' a?. :NY Public - State of Florida •6 My Comm. Expires Jul 6, 2014 A ` Commission # DD 972411 Bonded Through National Notary Assn. Plans Examiner Zoning Structural Review Clerk Job: BARRY UNIVERSITY Date: 8/30/2011 W.O.# 63796 Cust.: MOSS CONSTRUCTION Page: 1 of 1 1 Crawford Tracey Corporation 3301 SW 13th Drive Deerfield, FL 33442 -8101 Phone: 954-698 -6888 Fax: 954-698-6889 Web Site: www.CrawfordTracey.com /&OVERALL FU4ST FLOOR PLAN • GLASS ONLY Notes: 1. Glass — Type (2) Per NOA # 10- 0209.09 9/16" Laminated Impact Glass 1/4" Clear Heat Strengthen Glass .090" SentryGlas Plus Interlayer (By Dupont), 1/4" Clear Heat Strengthen Glass 2. Door and Door frame — By Others Scale: N.T.S. ADDENDUM TO PREVIOUSLY ISSUED DRAWINGS BY THIS ENGINEER. ALL NOTES AND DETAILS FROM THAT DRAWING SHALL APPLY AND ARE FULLY INCORPORATED HEREIN. ENGINEER OF RECO TO VERIFY LOADED DESIGN ON HOST STRU ENGINEERING C e. 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 F4ts: (954) 354 -0443 WWW.ENGEXP.COM CERT OP RUTH aerie A FRANK L BENNARDO, P.E., INC. INNOVATION FRANK PL BP Q4�= 9 • Aka P.E. JOB ONLY Paae 1 of 1 C.ANNONDESIGN FgrqW3 n OCT 042011 luj SUBMITTAL IDENTIFICATION SHEET To be completed by Contractor/CM Project Name /Address /Number Barry University Residence Hall 11300 NE 2nd Ave Miami Shores, FL 33161 Cannon Design Project No. 03617.00 Cramer Barry University Architect Eng'neer Cannon Design Submitted By Charlie Arndall Contractor / CM Submittal No. 000064 Drawing 1 Detail Reference A -1004 Manufacturer /Soppier Smith Mountain Priority: ❑ Critical Cannon Design Submittal No. 084-100 -bo21 Specification Section/ Paragraph 08 41 00 - Entrance Item 1 Product ID NOA's Required Date: August 18, 2011 Remarks or Deviations Contractor / CM Certification (submittals not certified wit be returned without review) C. Arndall Radavied by To be compteted by Reviewer Cannon Design Submittal Number and Received Date Received on: Submittal# Aug. 12, 2011 084100-002 CANNON DESIGN Requirements for Submission to Cannon Design Shop Drawings: Product Data: Samples: ❑ B. ❑ c. ❑ D. D E. No Exceptions Taken No further review of submittal is required. Make Correction Noted Incorporate corrections in work; resubmission is not required unless otherwise noted. Revise and Resubmit Revise as noted, and resubmit for further review. Rejected Submittal not In comp ce For Record Only Received for reco Review is for conformance with with contract documents. Contra with contract documents and for in techniques and coordination reljew IS nub and %old if 9u note deviations. pi project for general cwnpfiansa e ties and compliance at pertains to fabrication processes.ctmstructiofr ad thereby. This 8 not indicate or NE Comments August 11, 2011 7. 1104o•a Date Rimmed by ce. 16. Date 08/08 MIAMI-DADE COUNTY, FLORIDA BUILDING CODE COv1PL1ANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 RECEIVED MIAMI, FLORIDA 3a30-/563 (305) 375-2901 FAX (305)375-2908 PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) SMI System by Pande Pande, LLC 11305 N.W. 128 Stree Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AJD may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or rnaterial fails to meet the requirements of the applieable building code, This product is approved as described herein, and has been designed to comply with the Florida Building Code, ineluding the High Velocity Hurricane Zone, DESCRIPTION: Series MK-2 Aluminum Entrance Door w/wnTru0000u-LNLD APPROVAL DOCUMENT: Drawing No. W03-58, titled "Series &y}{'2 Alum Entrance Door [L.M.D", sheets 1 through 9 of 9, prepared by the AL-Farooq Corporation, dated 07/30/03 and last revised by revision "D" on DecO9, 2008, signcd and scaled by Dr. Elurnayoun Farooq, P.E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE 1MPACT RATING: Large and SmaIl Missile lmpact |. Lower design pressure to be applied when door or door w/ transorn is mulled to storefront systein and anchor to be specifled per tributary load at the mullion end. 2. Doors are not rated for water infiltration, unless covered by overhang or canopy complying w/ FBC. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and foliowing statement: 'Miami-Dade County Product Control Approved", unless otherwise noted herein. 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 x[ this product. ___- TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall autoinatically terminate this NOA. Failure to cornply 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 thc expiration date may be displaycd in advertising literature, If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entirc NOA shalt 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 N{)& revises & renews NO/k#O4-1O%9,03 and, consists of this page l and evidence page E-1, as well as approval document rnentioned above. The submitted documcntation was reviewed by Ishaq 1. Chanda, P.E nIAMIDADEcOUmTY APPROVED NOA No 08-1202 14 Expiration Date: December 04, 2013 Approval Date: January 01, 2009 Page 1 SN1I System by Pande Pande, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03-58, titled "Series MK-2 Alum Entrance Door (L.M.I)", sheets 1 through 9 of 9, prepared by the AL-Farooq Corporation, dated 07/30/03 and last revised by revision "D" on Dec 09, 2008, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (Test report transferred from file # 04-1029.03) 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(Not performed) 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 a aluminum outswinging O/XX & XXOO door system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3603, dated 11/05/02 and FTL-3997, dated 12/04/03, signed and scaled by Joseph Chan, P.E. and Edmundo Largaespada , P.E., respectively. 2. Reference test report no. FTL 3833 for Window wall per TAS 201/202 &203. C. CALCULATIONS 1 Anchor calculations, structural and comparative analysis, prepared by AL- Farooq Corporation, dated 12/01/08, signed & sealed by Dr.Humayoun Farooq, P.E. 2. Galzing Complies with ASTM-E1300-02/04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06-0216.06 issued to Solutia, for "Saflex IIIG clear & color interlayer", expiring on 05/21/2011. 2. Notice of Acceptance No. 03-1223.04 issued to Surface Specialties, Inc. for "Uvekol-Liq Resin" expiring on 02/08/09. F.. STATEMENTS 1. Statement letter of code compliance and "No financial interest" , dated November 25, 2008, signed and sealed by Dr.Humayoun Farooq, P.E. 2. Statement letter of lab compliance, as a part of the test reports G. OTHER 1. This NOA revises & renews NOA # 04-1029.03, expiring Dec 04, 2013. 2. Previous associated NOA It 03-0925.03 k Ishaq L Chanda, P.E. Product Control Examiner NOA No 08-1202.14.03 Expiration Date: December 04, 2013 Approval Date: January 01, 2009 E - 1 4" MAX. HEAD /SILL CORNERS 39 1/2' MAX. FRAME WIDTH 13 1/2" MAX. HFAO SILL , 35 7/8" MAX. LEAF WIDTH \r' � I'i 4" MAX. HEAD /SILL -'. CORNERS 580110RS AT MTG. 510E LOCATION AT HEAD /SILL. AT 3" 0.C. (3) REDD. FOR CONC. INSTALLATION (4) RE00. FOR WOOD INSTALLATION 75 1/2" MAX. FRAME WIDTH 13 1/2' MAX. HEAD I SILL j 12 SURFACE. APPLIED r FALSE MUNTIN5 MAY BE USED / A ITIVE }LEAF `F 35 7/8" MAX. LEAF WIDTH MAXIMUM DESIGN LOAD RATING = + 90.0 PSF (FOR SIZES SHOWN ABOVE DR SMALLER) - 90.0 PSF' SERIES MK -2 ALUMINUM ENTRANCE DOOR SEE ABOVE FOR DESIGN LOAD CAPACITY OF SINGLE (X) AND DOUBLE (XX) DOORS W/0 TRANSOM.. SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF SINGLE (0 /X) AND DOUBLE (0 /XX) DOORS WITH TRANSOM. DOORS CAN ALSO BE USED WITH SM -175 STOREFRONT SYSTEM. FOR DOORS WITH STOREFRONT SYSTEM SEE SEPARATE NOA FOR DOOR MULLION CAPACITY. THE LOWEST VALUE RESULTING FROM DOOR CAPACITY CHARTS OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 35 7/8" MAX. LEAF WIDTH THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCEFY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 10 THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT 00 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN Of ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2001 FLORIDA BLDG. CODE SECTION 2003.34. PRODUCT REN'EW'ED eemptylny wllh Mr Merida Bnldln /, Cole Amgltonee No oe 2'0y ERpin111,w Dnlo_ ILL e f2o13 Mla Prodwre 7)7.0-)on THESE DOORS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 01300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 Engr: GR. HUL!A' /GUN F5005 STRUCTURES 715. PE # 16557 C.I.A. , 3538 ZOOS owing no, W03-58 ;_sheet 1 , °',.9_, S150LE 08 DOUTILE 601 08908 DOORS WITH TRANSOM DESIGN LOAD CAPACITY - PSF • NOMINAL 11185. CLASS TYPES 'A', 113% '0' OR '0' WiLITH INCHES 5000 HEIGHT2RA74S09 00407 MKS ; INCHES m. (4) INT, (-) 24 90.0 90.0 60 30 90.0 . .. ....... ._ 90.0 _____ . 36 90.0 _.. _ 90.0 40 90.0 90,0 24 90.0 90.0 66 80 30 90.0 90.0 36 90.0 90.0 40 90.0 90.0 24 90.0 90.0 30 90.0 90.0 72 35 88.0 88.0 40 83.7 83.7 24 90.0 90,0 60 30 90.0 90.0 36 90.0 90.0 24 90.0 90.0 66 84 30 90.0 000 36 90,0 90.0 24 90.0 90.0 72 30 90.0 900 36 85.0 85.0 24 90.0 90.0 56 30 90.0 90.0 24 90.0 90.0 66 90 30 90.0 90.0 24 90.0 90.0 72 30 87.0 87.0 60 24 90,0 90.0 66 96 24 90.0 90.0 72 24 88.9 89.9 *WIDTH ( 0/ X ) -/•-;/.:•• 4 L 1 `‘, FRAME WIDTH = WIDTH + 3.500" 75 1/2" MAX-. FRAME 8,8591 U.L. OPG 13 1/2" 4" MAX. MAX. / L.• „ • HEAD/SILL A HEAD CORNERS SILL 1 / ------- . • .. I (D SURFACE APPLIED FALSE MUNTINS MAO BE USED / / ACTIVE .4- LEAF' cie i r , ., --, ; 1 / :, i 1-- ,,e) \l - fr-- , \ - ------f ---_,_i ANCHORS AT MOS. 51156 LOCATION L- 1 WI--... _ L. : E (K / AT SRL AT 3" 0.C. (3). REOD. 605 CONC. INSTALLATION 053. - 35 7/8" 35 7/9" - LEAF WIDTH ---- LEAF WIDTH ( 0/XX ) TYPICAL ELEVATION D.L.O. HEIGHT •=-- LEAF HEIGHT - 14.438" D.L.O. WIDTH = LEAF %/U090 - 10.000'1 NOTE: GLASS CAPACITIES ON T SHEET ARE BASED ON ASTM 01300-02/04 (3 SEC. GUSTS) / AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05--DEC -219 W1 + W2 WIDTH (W) 2 ncr GR )4914AE0AI19 745505 STRUCTURES 444. RE # 10507 2639 DEC 0 9 2008 W2 ANCHORS AT - DOOR MULUON SEE SEPARATE NOA PRODUCT RENEWED as complying with the Florida Acceptance Nein-1..0Z 0y, Expiration Date p e c 74 I 3 lcit-1 1,1 Miami Dade Poslact Contit, DivINtort #12 -24 X 3/4" Pi SCREWS At 4° FROM CORNERS" 1 AND 12" 0.C. MAX. SPACING 1/2" MIN. TYP. GLASS BITE EIX1' H7 R 10 IL 20 TRANSQM JAMB 71/4" ANN. GLASS .120" INNER/AR OVEKOL —UQ. RESIN 1 BY 'CYTEC 1140.' L3 \ —1/4" ANN. GLASS \ GLASS TYPE 'A' 1/4" ANN. GLASS .120" INNERIAYER UVEKOL —L10. RESIN \ \ BY 'CYTEC \ 1/4" ANN. GLASS GLASS TYPE 'A' 1/4" 4NN. GLASS .090" INNERLAYER SAFLEX /KEEPSAFE MAXIMUM \ li BY 'SOLUTIA' 11 \ r -1/4" ANN. CLASS zim \\\ E X 20 J ---, r---u , GLASS TYPE 'B' , \ -1/4" HEAT STREN'0 GLASS .120" INNERLAYER UVEKOL —L10, RESIN RY 'CYIEC 1 - 1/4" HEAT SIREN '6 GLASS 60 it GLASS TYPE 'C' GLAZING DETAILS TRANSOM X1 /4" ANN. GLASS .090" INNERLAYER \ SAFX /KEEPSAFE MAXIMUM \ BY 'LESOLUTIA' \ —1/4" ANN. GLASS GLASS TYPE,.@ S -1/ HEAT STREN'O GLASS .120" INNERLAYER L— UVEKOL —LIO. RESIN BY 'MEC IND.' 4" HEAT STREN'0 GLASS .090" INNERLAYER SAT'lEX /KEEPSAFE MAXIMUM �� BY 'SOLUTIA' °.� \ , -1/4" HEAT STREN10 GLASS i63 x c K uu-1 lZn' \ .a nr GLASS TYPE '0' 1/4" HEAT STREN'D GLASS .090" INNERLAYER SAFLEX /KEEPSAFE MAXIMUM \ \ \ BY 'SOLUTIA' -1/4" NEAT SiftEN'O GLASS i \ \\ -I /4" HEAT STREN'8 GLASS GLASS TYPE 'G' GLAZING DETAILS DOOR _LEAF GLASS TYPE Q gr 9040*OUN P0,013 TT000TURF5 RA. PE >Y 19557 1.0.41. }rota DEC 0 9 2008 PRODUCT RENEWED as complying with the Florida Rolding Code ...... Acceptance Nupj J 2OZ O V Expiration Date EifYQyl'ui3 BY Miami Dad4 Prudnct Oautn(' Divkion drawing ......no. } W03 --58� 944661 3 of 9 TYPICAL ANCHORS SEE ELEVATIONS FOR SPAC)NC / WOOD PUCK 185 0 7/8" MIN. / 1 HROW BOLT PENETRATION 3.1 I YPICAL ANCHORS TYPICAl ANC HORS SEE ELEVATIONS -., SEE ELEVATIONS FOR SPAONG ' FON SPACING L------q=7*IA---- TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING \ , . ° #8 X 5/8' PH SMS AT 5" FROM ENDS & 13" 0.C. MAX. SADDLE THRESHOLD 7/8. MIN. T Ow 9 ok.T / q PENETRATION --z W v . - TYPICAL ANCHORS INTO SILL & SUBSTRATE , SEE ELEV. FOR SPACING 0 8 I \ OAT BUMPER THRESHOLD OPTIONAL TO SADDLE THRESHOLD D LJ METAL STRUCTURE ■ #8 X 5/8" PH SUS \ AT 5' FROM CNDS & 13 00 MAX. TYPICAL 55408085 SEE ELEV. FOR SPACING I YP ICAL ANCHOR,, SEE ELEA, FOR SPACING I WOOD BUCKS AND METAL STRUCTURE NOT BY SMITH MOUNTAIN i I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND 1 I TRANSFER THEM TO THE BUILDING STRUCTURE, I TYPICAL ANCIIORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu.177 051, F y..155 601) INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2' MIN, PENETRATION INTO WOOD THRU 185 BUCKS INTO CONC. OR MASONRY 1 —1 /el " MIN. EMBED INTO CONC. OR MASONRY DIRECT LY INTO CONC, OR MASONRY 1 —3/8" MIN, EMBED 11500 CONC. OR MASONRY INTO METAL STRUCTURES STEEL : 1/15" THK. MIN, (Fy = 36 651 MIN.) ALUMINUM : /811 THK, MIN, (6063—TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EBBE DISTANCc INTO CONCRETE AND MASONRY eir 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. (15RA00 2 CRS) CONCRETE f'c = 3000 PSI MIN. MASONRY rm 1924 PSI MIN. ,STALANT.5; ALL FRAME AND LEAF CORNERS AND INSTALLATION SCREWS SEALED WITH SIL CON E. Env, ON 8554555N 5151005 STRUCTURES T LA PE • 16557 CAN, 3538 DEC 0 9 2008 , 'PRODUCT ItENLWED TIT 11 11 01 emptying PIM the nuts. Bolding Cone 11aia Acceptance No p$.174+2.,7 >, r,spiration 181t hOeir8,14/ y ,.11 M ;d411!,t, • I r I t Itml Dodt Division drawing no W03-58 'Teet °f 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING 18Y WOOD BUCK 1/4" MAX. SHIM (0) ,_pL 081) 6-- FRAME WIDTH r ACTIVE LEAF/ 54) - \ fv-,../ / \ . 1 IN—ACTIVE LEAF 1/4" MAX. 51418 SPACE TYPICAL ANCHORS SEC ELEV, FOR SPACING 8 D.L. PANEL WIDTH = rrPica. ANCHORS SEE ELEV. / FOR SPACING STRUCTURE: METAL ••IL EXTEFUOE 01. OPG. FRAME WIDTH PANEL WIDTH #8 X 5/8" PH SIAS 1/4" MAX. AT 5 FROM ENOS.• SHIM & 13" O.C. MAX. \ \ ,----, , 4 ACTIVE LEAF (6- / TYPICAL ANCHORS ./,,--- SEE ELEV, FOR SPACING PANEL WIDTH FRAME WI0114 Er.v. OP. 1IUMAY0014 FAR000 STRUCTURES r-LA 88 # 18557 5,5,8, 3538 'c PRODUCT RENEWED as comptilng wits the Ifterlds Raiding Code Acceptance No Oft-4202Z V Expiration Date O0c.01. I, 74/ BY Miami D PtodlIttOostOr 984000 ( W[THOUT REINFORCING 0.1. OPG, , 14 (7.3j MIAMI—DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT STOREFRONT SYSTEM- \ WITHOUT REINFORCING DOOR MULLION CAPACITY I SEE SEPARATE NOA — LEAF WIDTH , WITH REINFORCING „.„, 04- CTG, WITH REINFORCING MIAMI—DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT — 1.1 • ---- STOREFRONT SYSTEm. , s , 1,1 1 J i Li i: .--------,71-pri -"I, --i, 1 DOOR MULLION CAPACITY SEE SEPARATE NOA SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF STOREFRONT, DOOR MULLION AND DOOR MULLION ANCHORS. LOWER VALUES FROM STOREFRONT NOA OR DOOR CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM, LEAF WIDTH Env: 08. NUMAYOLN FA STRIXIVRES FLA. 55 0 0551 C. 4 N. 3538 DEC 09 2008 PRODUCT RENEWED al mopping Irk* tie MIMI Buldlog Code ACCePileti Na of. I t052.04 U96'811013 Date Mlsol Di05104 • /II „A„,, 0 1.- 80411 8E50101,0105 58060 , ERAME HEAD 6063-06 - 1A 6427 , 1 ALT FRAME HEAD 8083-18 2 5770 , AS REDO FRAME TRMSOM 6063-T6 - II 3 6007 1 2 FRAME JAMB 6063-T6 - II 11 88110 1141, MANIVSIIPPLIER/REMARKS \ 4 PER HASP # Hi SELF TAPPING SCREWS \ - 1-1/2" X 1/4" 74-18. _ # 12 F _,. FISELF TAPPNG 12 \\SCREWS \ ,,----- , STEEL REINFORCING , \AT HINGE LOCATIONS / , E 211 SCREW \ ' _ # 1E1H SELF TAPPING I / \ / ' \ / \ I , / \ I \ HINQL OTTIONS: 4-1/2" BRASS BUTT HINGE Mic HAGER # 0E3-1199 LOCK OPTIONS: STANDARD HARDWARE • „ • CONTINUOUS ALUMINUM ROTTON HINGE HAGER # 780-112 FASTENED 00 FRAME JAMB AND TO JAMB STILE WITII (27) TOTAL SCREWS ON 8/0 DOORS WITH (25) TOTAL SCREWS ON 6/8 & 7/0 DOORS 3/8" HEX STEEL TIP - BOLT GUIDE SINGLE LEAF DOORS: ALL SINGLE LEAF DOORS TO BE FITTED WITH 3 POINT LOCK DOUBLE LEAF DOORS: ACTIVELEAE THREE POINT LOCK SYSTEM WITH 6 PLY HOOK LOCK BOLT ADAMS RITE NO. 4015 & 4016, KEY OPERATED ON EXTERIOR ARO THUMB-TURN ON INTERIOR, LOCATED AT 34" FROM 80TT0M OF PANEL 11(__„,TIVE LEAF: IWO POINT LOCK SYSTEM ADAMS RITE NO. 1880 WITH THUMB TURN ON THE INTERIOR, LOCATED AT 34" FROM BOTTOM OF PANEL 2 __STEEL ROD WITH Ir THREADED ENDS /- THRESHOLD BOLT a 24703 ' I SADDLE THRESHOLD 61163-lb - SA SW-023 1 TiuMPER THRESHOLD 6063-T5 - 58 59.6-024 , 1 t,A0A THRESHOLD COVER 6063-T5 6 5984 I 1/ LEAF TOP RAIL 6063-15 - 7 5987 1/ LEAF BOTTOM RAIL 6063-TS - 8 5986 1/ LEAF HINGE STILE 6063-05 - 5983 1 6063-35 - LOCK STILE (ACTIVE) 12 55998827 4/ LEAF EXTERIOR GLASS STOP (DOOR) 6063-T5 1 LOC STILE (IN-ACTIVE) 6063-T5 11 10 - LOCK .STILE LEAF INTERIOR MASS STOP (DOOR) 6063-45 13 K2-11 - EXTERIOR GLASS STOP (TRANSOM JAMB) -, - 14 15 82-10 - INTERIOR GLASS STOP (TRANSOM JAMB) - - 5712 ....1„.„ ' 2/ LITE GLASS STOP (TRANSOM HEAD/SILL) _ - 16 51.414-002 3/ DOoR DOOR STOP 6063-T5 - 168 5146-001 I 3/ DOOR DOOR STOP COVER 6063-T5 -- 17 K2-15 , OPTIONAL_ FLAT FILLER - - 19 61-63 ' AS REQO. I WEDGE-IN GASKET NEOPRENE UNIVERSAL RUBBER CO. 23 P88300-8349 I AS REDD. PILE WITH PLASTIC FIN NeSTRIPPING 21 895 I - GLAZING COMPOUND SILICONE PECORA yr:: , NORTON - - 20 V2104 LAs REDD GLAZING TAPE (1/2" x 1/8") - /087<720. WEB WISTRIPPINC 26 - I 2/ LEAF 3/8" THREADED ROD WITH NUT ......... STEEL - 27 - 2 / LEAK FLUSH 801,5 01110E ST. STEEL - 26 L AS RECEL PUSH BAR - - 288 - r_AS REDD. , EXIT DEVICE VON DUPRIN OR REGENT 29 - ■ AS REDD, PULL HANDLE - - 30 -. I 2 I THRESHOLD CLiP ALLLMINUM 2" X 2" X 1/8" X 3/4" LONO 4. 31 — ,....„ ... 33 #17 x 1-1/2",,,AS REDO. FRAME ASSEMOLY SCREWS - HEX 11 SELF DRILLING 34 #10 X 1-1/2", AS RE00. GLASS STOP SCREWS EH 0M0 35 #12 X 3/4 1 AS REDO, THRESHOLD CUP SCREWS EH SELF INCLUNG 37 #10 X 5/16" I 2/ GUIDE GUIDE' INSTALLATION SCREWS FM MS LOCK OPTIONS: PANIC EXIT DEVICES OPBQ 1: .6.G1EFANACTNE FAr VON DUPRIN SERIES 33 CONCEALED VERTICAL ROD PANIC EXIT DEVICE WITH 5/8" THROW LATCH BOLT PENETRATING 3/4" AT HEAD & SILL larTio 12: ACTIVE/INACTIVE LEAF RECENT SERIES 5770 CONCEALED VERTICAL ROD PANIC EXIT DEVICE WITH 5/8" THROW LATCH BOLT PENETRATING 3/4" AT HEAD & SILL Env, 014. HUM6Y04N 2016000 STRUCTURES N.A. PC # 16537 C.A.N. 35311 DEC 0 9 2008 r, Ell PRODUCT RENEWED --Ft T- se emplying with the Florid. .iD; 3111e1t Cad s .' lY4- i. ; >Atpoat No 4 r o(5 -(7< EtDiruhun Doe o , ', 81 DiviRion LAN 44.. a c, W03-58 sheet 7 of, .9', 2500 -4,500 ..._ 3.712 87 1'25 750 - IULLr, -P�lur 750 L-- 2.096._..... FRAME HEAD 4500- _._..._,... t I 1.750 ��ltU�l?V 8 125 -� ALT. FRAME HEAD 4.875 • 3.875 094 5.000 .1251 L7•- 1.784 -41 TOP RAIL 8 3.339 094 1 HINGE STILE 1.875 .750 2.500 (2/ 3.625 , r^-- 2.086 1.750 _ �lfl 1171 4.500 FRAME TRANSOM 3.712 r -.250 4-..125..... +.. 250 FRAME JAMES 4.500 .094 -• 6.500 1,784 _.<: 4.87 \7) BOTTOM RAIL 6.375 3.500- .125 - 9s LOCK STILE (ACTIVE) 1,875 rI6A DOOR STOP COVER I ..063 563 444 DOOR STO (151 GLASS STOP (TRANSOM HEAD /SILL) .188 500 C✓> _ 4.000 _. 3,500 .. 875 ` � LOCK STILE (IN- ACTIVE) 27 ,590 ..,..,.__.�� t.....�tb 119 rte) BUMPER THRESHOLD SADDLE THRESHOLD 1 1.262 r-•.. .06 ,500 ADA THRESHOLD COVER EXTERIOR GLASS STOP (DOOR) -447.814 1,224 062 .675 1,337 INTERIOR GLASS STOP (DOOR) 3,697 x-.125 -- 2.134 - -4 FLAT FILLER 2.773 -.078 .130 1000 `13� EXTERIOR GLASS STOP (TRANSOM) - 44.7731 - 1,760 1.390 .660 ti S} INTERIOR GLASS STOP (TRANSO PRODUCT RENEWED nx complying with the Florida Bolding Code Acceptance Nom ^I d;? Yq Expintioo Date DEC Of )2+) KC 8,1ct4 I.44.,.4 Minml , Pmd*t Cunard Division Engr, DR. NOMAYOUN 4=49000 9990CNRCS FIA, PC a 16557 ^.A.N. 2530 OEC o 9 2008 drawing no. W03-58 heel g._of.g ) FRAME jQP CORNER IP R TRANSOM CORNER FRAME BOTTOM CORNER 000R LEAF CORNER nqr. pH, iql.00'011 .1 ''AR,557,1 T 1ei.. SIWC1,1 FLA. PE 65'0 C.A.N. . .430 PRODUCT RENEWED as dotaplying with Iht Florida Doidlog Code Avreplione No ag.42.07.0 Expiroiloo Duo 7M3 fly I Mia Dodo radEtGotit Divkdon ) ifDESIGN SUBMITTAL IDENTIFICATION SHEET To be compteted by ContractotCM Project Name/Address /Number Barry University Residence Hall 11300 NE 2nd Ave Miami Shores, FL 33161 Cannon Design Project No. 03617.00 O ner Barry University A mMted / Engineer Cannon Design Submitted By Charlie Amdall Contractor / CM Subntibal No. 000030 Drawing l Oetafl Reference A1004 Manufacturer / Suppler Smith Mountain Priority: ❑ trinket Cannon Design Submittal No. toll-i ®1)c ! Specification Section/ Paragraph 08 41 00 - Entrance Item / Product ID Required Date: August 18, 2011 Remarks or Deviations Contractor / CM Cerflflcatlon (submittals not certified will be returned without review) C. Arndall Reviewed by To be completed by Reviewer Cannon Design Submittal Number and Received Date Received on: Submittal# Aug. 12, 2011 084100 ®001 CANNON DESIGN Requirements fo Submission to Cannon Design Shop Drawings: Product Data: Samples: ❑ A. No Exceptions Taken �No further review of submittal Is required. B Make Correction Noted Incorporate corrections in work; resubmission Is not required unless otherwise noted. ❑ C. Revise and Resubmit Revise as noted, and resubmit for further review. ❑ D. Rejected Submittal not In compliance with Contract Documents. ❑ E. For Record Only Received for record purposes only. Review is for conformance with the design concept of ads project and for general compliance with contract documents. Contractor is responsible for quantities. dimensions and compliance with contract documents and for Information that pertains to fabrication processes. construction techniques and coordnation of this work with alt trades which Sill be affected thereby. This renew is null and wild if submittal deviates from contract documents and does not indicate or note dedabona. NE Comments August 11, 2011 I I anima. A O$ .14. It Date Reviewed by Date 08/08 Crawford Tracey Corporation 3301 SW 13th Drive Deerfield, FL 33442 -8101 Phone: 954- 698 -6888 Fax: 954-698-6889 Web Site: www.CrawfordTracey.com Date: 8/03/2011 Total of 22 pages ESI EN E LL" # 637 & E O Pi HA VII S MIT L Smith Mountain Series MK -2 Medium Stile Doors Finish: Clear Anodized Class 1. Elevation sheets 1-4 2. Hardware Spec Data Sheets A. Regent Heavy Duty Closer Series 4500 - 2 Sheets B. Smith Mountain Tubular Push /Pull Handle - 2 Sheets C. Regent Standard Hinges -1 Sheet D. Smith Mountain Standard ADA Bumper Threshold - 4 Sheets E. Automatic Operators - GT8500 Series Gyro Tech - 4 Sheets F. Von Duprin Electric Panic Device Series 33A -1 Sheet G. Von Duprin Series 3347A Concealed Vertical Road Devise -1 Sheet H. Von Duprin Night Latch for Series 3347A -1 Sheet I. Von Duprin Power Supply Series PS873 -1 Sheet apie AUG 05 2011 RECEIVED Job: Barry University Date' 7/27/2011 W.O.# 83796 Cust.: Moss Construction Pg: 1 of 4 ®wear : IQ® IQew, 1 3/4" Crawford Tracey Corporation 3301 SW 13th Drive Deerfield, FL 33442 -8101 Phone: 954-698-6888 Fax: 954-698-6889 Web Site: vwwr.CrawiordTracey.com IMPACT DOOR SMITH MOUNTAIN SERIES MK -2 1 72" Door Opening 751/2" Frame Size HARDWARE RAILS: MEDIUM STYLE CLOSER: 4500 SERIES REGENT HEAVY DUTY CLOSER PULLS: BF 157 ROCKWOOD TUBULAR OFFSET PULL 1" DIA. AND 10" LENGTH HINGES: MANUFACTURE STANDARD BUTT HINGES THRESHOLD: MANUFACTURE STANDARD ADA BUMPER THRESHOLD AUTO OPERATORS: GT8500 SERIES PANICS: (ACTIVE LEAF) VON DUPRIN CONCEALED VERTICAL ROAD EL- 3347A -NL -OP (INACTIVE LEAF) VON DUPRIN CONCEALED VERTICAL ROAD EL-3347A-E0 POWER TRANSFER: VON DUPRIN EPT -10 ELECTRIC POWER TRANSFER POWER SUPPLY: PS -873 FINISH: CLEAR ANODIZED 4GLASS: 9116" LAMINATED HS /HS 1/4" GRAY HEAT STRENGTHENED GLASS - OUTBOARD, .090" INNERLYAER SAFLEX/KEEPSAFE MAXIMUM BY SOLUTIA 114" CLEAR HEAT STRENGTHENED GLASS - INBOARD 1 3/4" /POWER REQUIRED FOR ELECTRIC PANICS AND ADA OPERATORS (AND RELATED WIRING) SHALL BE BY OTHERS. Scale: N.T.S. Of REQ'D DOOR MAR5.. 100A J 100B�9 r ..� INACTIVE LEAF HINGED LEFT SWING OUT ACTIVE % LEAF • r HINGED RIGHT SWING OUT 1 72" Door Opening 751/2" Frame Size HARDWARE RAILS: MEDIUM STYLE CLOSER: 4500 SERIES REGENT HEAVY DUTY CLOSER PULLS: BF 157 ROCKWOOD TUBULAR OFFSET PULL 1" DIA. AND 10" LENGTH HINGES: MANUFACTURE STANDARD BUTT HINGES THRESHOLD: MANUFACTURE STANDARD ADA BUMPER THRESHOLD AUTO OPERATORS: GT8500 SERIES PANICS: (ACTIVE LEAF) VON DUPRIN CONCEALED VERTICAL ROAD EL- 3347A -NL -OP (INACTIVE LEAF) VON DUPRIN CONCEALED VERTICAL ROAD EL-3347A-E0 POWER TRANSFER: VON DUPRIN EPT -10 ELECTRIC POWER TRANSFER POWER SUPPLY: PS -873 FINISH: CLEAR ANODIZED 4GLASS: 9116" LAMINATED HS /HS 1/4" GRAY HEAT STRENGTHENED GLASS - OUTBOARD, .090" INNERLYAER SAFLEX/KEEPSAFE MAXIMUM BY SOLUTIA 114" CLEAR HEAT STRENGTHENED GLASS - INBOARD 1 3/4" /POWER REQUIRED FOR ELECTRIC PANICS AND ADA OPERATORS (AND RELATED WIRING) SHALL BE BY OTHERS. Scale: N.T.S. Of REQ'D DOOR MAR5.. 100A J 100B�9 Job: Barry University Date: 7/27/2011 W.O.# 03790 Cust.: Moss Construction Pg: 2 of 4 Crawford Tracey Corporation 3301 SW 131h Drive Deerfield, FL 33442 -8101 Phone: 954-698-6888 Fax: 954 - 698 -6889 Web Site: www.CrawfordTracey.com 1 3M" �. IMPACT DOOR SMITH MOUNTAIN SERIES MK -2 72"J Door Opening _ 751/2" Frame Size 1 3/4" -4. 13/4" HARDWARE RAILS: MEDIUM STYLE CLOSER: 4500 SERIES REGENT HEAVY DUTY CLOSER PULLS: BF 157 ROCKWOOD TUBULAR OFFSET PULL 1" DIA AND 10" LENGTH HINGES: MANUFACTURE STANDARD BUTT HINGES THRESHOLD: MANUFACTURE STANDARD ADA BUMPER THRESHOLD PANICS: (ACTIVE LEAF) VON DUPRIN CONCEALED VERTICAL ROAD 3347A -NL -OP (INACTIVE LEAF) VON DUPRIN CONCEALED VERTICAL ROD 3347A-E0 FINISH: CLEAR ANODIZED GLASS: 9/16" LAMINATED HS /HS 1/4" GRAY HEAT STRENGTHENED GLASS - OUTBOARD, .090" INNERLYAER SAFLEX/KEEPSAFE MAXIMUM BY SOLUTIA 1/4" CLEAR HEAT STRENGTHENED GLASS - INBOARD Scale: N.T.S. (1) REQ'D QTY. DOOR MARK 41) 200A J •.' PANIC PANIC INACTIVE LEAF HINGED LEFT SWING OUT ACTIVE LEAF HINGED RIGHT SWING OUT 72"J Door Opening _ 751/2" Frame Size 1 3/4" -4. 13/4" HARDWARE RAILS: MEDIUM STYLE CLOSER: 4500 SERIES REGENT HEAVY DUTY CLOSER PULLS: BF 157 ROCKWOOD TUBULAR OFFSET PULL 1" DIA AND 10" LENGTH HINGES: MANUFACTURE STANDARD BUTT HINGES THRESHOLD: MANUFACTURE STANDARD ADA BUMPER THRESHOLD PANICS: (ACTIVE LEAF) VON DUPRIN CONCEALED VERTICAL ROAD 3347A -NL -OP (INACTIVE LEAF) VON DUPRIN CONCEALED VERTICAL ROD 3347A-E0 FINISH: CLEAR ANODIZED GLASS: 9/16" LAMINATED HS /HS 1/4" GRAY HEAT STRENGTHENED GLASS - OUTBOARD, .090" INNERLYAER SAFLEX/KEEPSAFE MAXIMUM BY SOLUTIA 1/4" CLEAR HEAT STRENGTHENED GLASS - INBOARD Scale: N.T.S. (1) REQ'D QTY. DOOR MARK 41) 200A J Job: Barry University Date: 712712011 W.O.# 63796 Cust.: Moss Construction Pg: 3 of 4 1 3/4" IMPACT DOOR Crawford Tracey Corporation 3301 SW 13th Drive Deerfield, FL 33442 -8101 Phone: 954 -698 -6888 Fax: 954 - 698 -6889 Web Site: unvw.CrawfordTracey.com SMITH MOUNTAIN SERIES MK -2 1- 72" J Door Opening 751/2" Frame Size 1 3/4" 13/4" HARDWARE RAILS: MEDIUM STYLE CLOSER: 4500 SERIES REGENT HEAVY DUTY CLOSER PULLS: BF 157 ROCKWOOD TUBULAR OFFSET PULL 1" DIA AND 10" LENGTH HINGES: MANUFACTURE STANDARD BUTT HINGES THRESHOLD: MANUFACTURE STANDARD ADA BUMPER THRESHOLD PANICS- (ACTIVE LEAF) VON DUPRIN CONCEALED VERTICAL ROAD 3347A -NL-OP (INACTIVE LEAF) VON DUPRIN CONCEALED VERTICAL ROD 3347A-E0 I FINISH: CLEAR ANODIZED GLASS: 9/16" LAMINATED HS /HS 1/4" GRAY HEAT STRENGTHENED GLASS - OUTBOARD, .090" INNERLYAER SAFLEX/KEEPSAFE MAXIMUM BY SOLUTIA 1/4" CLEAR HEAT STRENGTHENED GLASS - INBOARD (2) REQ'D QTY. DOOR MARS (1) 1518 �/ (1) 152B J , PANIC PAN1C7— INACTIVE LEAF HINGED LEFT SWING OUT ACTIVE LEAF • HINGED RIGHT SWING OUT • 1- 72" J Door Opening 751/2" Frame Size 1 3/4" 13/4" HARDWARE RAILS: MEDIUM STYLE CLOSER: 4500 SERIES REGENT HEAVY DUTY CLOSER PULLS: BF 157 ROCKWOOD TUBULAR OFFSET PULL 1" DIA AND 10" LENGTH HINGES: MANUFACTURE STANDARD BUTT HINGES THRESHOLD: MANUFACTURE STANDARD ADA BUMPER THRESHOLD PANICS- (ACTIVE LEAF) VON DUPRIN CONCEALED VERTICAL ROAD 3347A -NL-OP (INACTIVE LEAF) VON DUPRIN CONCEALED VERTICAL ROD 3347A-E0 I FINISH: CLEAR ANODIZED GLASS: 9/16" LAMINATED HS /HS 1/4" GRAY HEAT STRENGTHENED GLASS - OUTBOARD, .090" INNERLYAER SAFLEX/KEEPSAFE MAXIMUM BY SOLUTIA 1/4" CLEAR HEAT STRENGTHENED GLASS - INBOARD (2) REQ'D QTY. DOOR MARS (1) 1518 �/ (1) 152B J Job: Date: W.O.# Cunt.: Pg: Barry University 7127/2011 63796 Moss Construction 4 of 4 6E. Crawford Tracey Corporation 3301 SW 131h Drive Deerfield, FL 33442 -8101 Phone: 954 -698 -6888 Fax: 954 -698 -6889 Web Site: www.CrawfordTracey.com HRSO =HINGED RIGHT SWING OUT 1 3/4" IMPACT DOOR PANIC 36"i —� 13/4" Door Opening 391/2" Frame Size HARDWARE RAILS: MEDIUM STYLE CLOSER: 4500 SERIES REGENT HEAVY DUTY CLOSER PULLS: BF 157 ROCKWOOD TUBULAR OFFSET PULL 1" DIA. AND 10" LENGTH HINGES: MANUFACTURE STANDARD BUTT HINGES THRESHOLD: MANUFACTURE STANDARD ADA BUMPER THRESHOLD PANICS: VON DUPRIN CONCEALED VERTICAL ROD 3347A -NL-OP ( FINISH: CLEAR ANODIZED "'GLASS: 9/16" LAMINATED HS /HS 1/4" GRAY HEAT STRENGTHENED GLASS - OUTBOARD, .090" INNERLYAER SAFLEX/KEEPSAFE MAXIMUM BY SOLUTIA 1/4" CLEAR HEAT STRENGTHENED GLASS - INBOARD (1) REQ'D QTY. DOOR MAi)k( ��,(1) 133E J/ DOOR CLOSE SE' a 1ES 4500 REGULATION A "Normal" closing time from 90° open position to dosed position is 4-6 seconds, evenly divided between main swing speed and latch swing speed. Use socket key (furnished) to adjust speed. To slow main speed of door, turn regulating screw nearest shaft clockwise. To slow latch speed, turn regulating screw nearest to hinge clockwise. BACK CHECK To increase back -check force, turn regulating screw nearest hinge clockwise. DO NOT USE ABRUPT BACK CHECK OR EXPECT DOOR CLOSER TO ACT AS DOOR STOP. COVER Place insert in proper cutout, and then push cover against doorframe. Tighten both cover screw securely. HOLD OPEN ADJUSTMENT Loose adjusting nut, open door to desired hold open position and tighten nut. Do not permit door to swing while hold open is setting. CONTROL RANGE Back Check MAXIMUM DOOR WIDTH EXTERIOR INTERIOR DOORS DOORS FULL TURNS REQUIRED 511)4e 8.5 Ih -f._ 34' (864) 30° (762) 38' (962) 36° (914) 48' (1219) 422= (1067)1 54" (1372) 48° (1219) 60' (1524) 5 TURNS C.C.t 2 TURNS C.C.`S". 0 TURNS. 5 TURNS C.W.. 10 TURNS CM. 15 TURNS C. W. Spring Poore. Adjustment HOW TO TELL HAND OF DOOR LEI HAND DOOR RIGH r HAND DOOR 1275 SAWGRASS CORPORATE PARKWAY. SUNRISE FLORIDA 33323. TEL: (954) 851 -9994 TOLL FREE: (888) 8 REGENT FAX: (000) 801.7980 E- MAIL: delta- regent(Odeltaregent.com WEBSITE: www.regent-corp.corn Applications: 1. For aluminum, hollow metal, or wood swinging doors and frames. 2. Can be used with hinge or pivot mounted doors. 3. Adapter plates and other installation accessories available for unusual conditions. 4500 Series DOOR CLOSER Aluminum ware of surface mounded 4500 series closers feature a modern design engineered for all applications, easy installation and superior performance. This brief introduction is based on the desired mounting of the closer. ®LISTED t„`�. Features: 1. Multi -size strength power for size 1 to 6 . 2. Designed for all applications: hinge side, top jamb, or parallel arm. 3 Non- handed for right or left doors. 4. Meet ADA reduced opening force requirements. 5. Adjustable hydraulic back check cushions opening prior to 90' . 6. Available in a wide range of standard or custom powder coat finishes to blend with doors and frames. 7. Plated finishes available to accent doors and frames. 8. Separate regulation of general closing speed and latching speed. 9. Parallel bracket is standard. 10. Optional delay action without back check is available . Arrows Indicate recommended ranges of door width for different closer sizes EXTERIOR DOOR WIDTH 24° 30" 36" 42" 48" 610mm 762mm 914mm 1067mm 1219mm 45001 Size3 Size4 Size5 Size6 INTERIOR DOOR WIDTH 24" 34" 38" 48" 54' 60" 610mm 864mm 965mm 1219mm 1372mm 1524mm 4500 Size2 ( Size3 Size4 ( Size5 Size6 4500 Adjustable Size 1 thru 6 Minimum Door Width: 24" (610mm) Rockwood Manufacturing itrClitt)t413 aE11.OV' Page 1 of 1 ASSA AULOY. the global leader iu door opening soluGort; Specifications: BF157 - Standards Available Finishes: US3LIFETIME White Powder Coat /WPC Red Powder Coat /RPC Black Powder Coat /BPC US32D316 US32D/630 US32316 US32/629 US28/628 US26D/626 US26/625 US10B/613 US10 /612 US4/606 US3 /605 } 315/711 313/710 Base Material: Aluminum, Brass, Bronze, or Stainless Steel Fastener: 1/4 -20 x 2 -1/4 Thru Bolt & Finish Washer (standard 1 -3/4" door). Options: • Back to back mounting in pairs — use BTB suffix and mounting type number (BF157BTB16). • Concealed mounting single pulls — use C suffix and mounting type number (BF157C17). • Advise if door thickness is other than 1 -3/4 ". • Heavy duty versions of most fastening types available — use suffix HD to fastening type number (BF157BTB16HD). • Mounting selections for standard duty 1/4 -20 can be viewed under Mounting Details on this site. Material Size: 1" dia. CTC: 10" Overall: 11" Base: 1" Projection: 3 -1/2" Clearance: 2 -1/2" Offset: 4" Weight: 4.3 lbs. ANSI A156.6: 3402 Rockwood Manufacturing Company • 300 Main Street • Rockwood. t A 15557 P 590.459.2424 • F 800 929212 • ,nto:,3rock +400dmtg.cont • v.nsr.reckkvoodrnig.eom Copyright Z+ 2009 Ruchva od Von I rc turng Co. AA tights reserved, http: /lrockwoodmfg. con: /cutshcct2_09.php ?piid= 559 &pfid= 8 &cutsheet2 =View +Cut +Sheet 2/22/2010 These one inch diameter push and pulls are the industry standard for contemporary design. Rockwood sets the benchmark for quality and value in this product category. Our offset pulls come with a 2V clearance for enhanced ADA compliance. Use two or three push bars on a door as an attractive design element and increased usability for people of all heights. 1 `%{ra'retht Pugs Pull No. CTC 110 8" 1114 9" 111 10' 112 12' 118 18' �J ttils: { Pulls Standards " diameter pulls 15 Uttset Pulls Pull No. CTC Pull No. CTC 8F156 a' 166 8' 8F157A 9' 167A 9" 8f167 10 167 10' 9f 158 12 168 12` B1159 18 169 18' lrtl3i, Otz(t: (;bn:ar w.t;� optrantl b r�. a_toj . Pull No. Pull CTC Base Plate 47 Specfy No 8P47 Sr7.ocrfy Yes ' ! 1 t;tr.ughr 1'unb VutY Seto' Pull No. Pull CTC Bar CTC 11047 8 Speedy 111A47 9' Slxcfy 11147 10" Speoty 11247 12' Specify Base Metals: Al annum. tzars bronze. stirele s strs:, a,n(!rt tar4,2, i aticat :'ta stt sAt Pull No. CTC SP47 Specify ttit•�.a ;', +�;t Pull sets' Pull No. Pup CTC Bar CTC 8115647 8' Specify 8F157A47 9' Specify 8115747 10- Specify Bf15847 12' Specify 'To speedy muai.bar sets suffix •2 or -310 pull aumt.e r feram ae 8115617-31 Note: PiKinta 11 lines depzt roLortit mule bra sets • ;TA BALL-BEARING HINGES 4001 :- 4" x 4-1/2" 4002 :- 4-1/2" x 4-1/2" 0.802' J 0.134" DIM A HINGE 4" 4001 4-1/2" 4002 HINGES & BACKING PLATES O For Mounting Entrance Doors. O Smooth Movement. O Non-Removable Pin: Security feature which prevents removal of hinge pin when door is in a closed position. A set screw is positioned so that it cannot be reached unless the hinge leaves are open. SPECIFICATIONS Hinge Material Steel & Stainless Steel Swaging Hinge supplied at zero degree standard. AVAILABLE FINISHES ACCESSORIES Steel Hinges: Satin Chrome & All hinges supplied with Dark Bronze Plated. mounting machine screws. S.S Hinges: Satin S.S. & Dark Bronze Plated 11'. 1-,1-611Tr‘a:(1- r(,i 1275 SAWGRASS CORPORATE PARKWAY, SUNRISE, FLORIDA 33325. TEL: (954) 851-9994 FAX: (800) 801-7980 FULL SIZE 3.913 SHEET: 1 OF 4 J EXTRUSIONS SMI -037, SMI -038 & SMI -039 MUST SNAP FITS ONTO THIS SHAPE • = 0.008 RADIUS (2) Timm wALL moms AS NOTERWI As =AM BREAK SHAW CORNERS 0.016 RAD. EXCEPT AS 0DCATED. DES CRIPDONt BUMPER THRESHOLD PERNETER: REV. DATE 12/11/07© REV. OATS DRAW et A. M. SCALE: CIRCLE S ZE: Wr/rr: REV. OATS Di90N BY: SIM OE NO DATE ALLOY: TD SMI SYSTEMS WINDOW WALL + ENTRANCE 1130 NW. 128 STREET, MEDLEY, FLORIDA 33178 HONE: 305 -888 -6288 FAX: 305 -888 -6289 EXTRUSIONS SMI -036 MUST SNAP FITS ONTO THIS SHAPE • = 0.031 RADIUS (4) SHEET: 2 OF 4 TYPICAL WALL rHICRNE s 0.063 EXCEPT As PDXCA1ED. BREAK SHARP CORNERS 0.016 RAD. EXCEPT AS OSICATED. THRESHOLD RAMP ADAPTOR PERKIER: REV. DATE DRAW at REV. DATE SCALE: C;RCIE S?E WT/FT: REV. DATE DESGN 0Y SAGS DIE N0: DATE SMI SYSTEvS WINDOW WALL + ENTRANCE 11305 NW. 128 STREET, MEDLEY, FLORIDA 33178 PHONE: 305 -888 -6288 FAX: 305 - 888 -6289 1.340 0 1. 0 0 EXTRUSIONS SMI -036 MUST SNAP FITS ONTO THIS SHAPE SHEET: 3 OF 4 (4X SCALE) TYPICAL WAU. THICKNESS 0.063 EXCEPT AS INDICATED. BREAK SNAR? CORNERS 0.016 RAC. ECM AS MATED. DESCRPTIOlt ADA THRESHOLD COVER REV. DATE 9/11/07 10 R0V. DATE ORA1C BY: SCALE CIRCLE Siff WT/FT: REV DATE: DESGR Br. Sts. Dc NQ DATE M 01 113 SMI SYSTEMS WINDOW WALL + ENTRANCE NW. 128 STREET, MEDLEY, FLORIDA 33178 ONE: 305 -888 -6288 FAX: 305 -888 -6289 by NABCO Entrances Inc. Where quality and service are automatic WWW.NABCOENTRANCES.COM 1877.622 -2694 JOB NAME: LOCATION: DISTRIBUTOR: DOOR #: DATE: SHEET OF GT8500 04 GT8710 -04 SIDELOAD HEADER SIMULTANEOUS PAIR OUTSWING RIGHT HAND OPERATOR GT8500 (SPRING CLOSER) GT8710 (HYDRAULIC CLOSER) SIDELOAD HEADER AND OPERATOR LEFT HAND OPERATOR ice. —f REVEAL —i-=L 1 a REVEAL EXT. SIDE OPERATOR INTERIOR SIDE INTERIOR ELEVATION VERTICAL SECTION BUTT/OFFSET MOT OPTION VERTICAL SECTION CENTER PIVOT OPTION STANDARD DOOR OPENING WITH F-- (60 98) (1524 - 24381 FOR BUTTIOFFSET PIVOT OPTION (82 ="98) (TSro - 24899 FOR CENTER PIVOT -OPTION EXTERIOR SIDE 33/4 PSI FINGER 2 214 GUARD 1701 INTERIOR SITE (21 5] HINGE JAMB AT CENTER PIVOT OPTION TVP. HEADER WIDTH (DOOR OPENING WIDTH • 31/2 (861) (CONTACT ENGINEERING FOR MINIMUM HEADER V40TH) HORIZONTAL SECTION LOW ENERGY OUTLINE OF SIDELOAD HEADER AND OPERATOR Bolts: 1 GU1) Rafts VATS PUS$ PLATES AND VARIOUS tLEC IRONIC DEVICES FOR THE DOOR ACT NA NON ANO COVTRO: ART OPTIONAL CONSULT WITH YOUR NAECOT1YROTECH DISTRIBUTOR. 2 PCM114 fO 1-.E. AMR WILL BE 115VAC, S AMP PER OPERATOR PROVIDEO BY ELECTRICAL CONTRAC TOR 3 STANDARD HARDWARE SUPPUED WLL ACCOLICOATE ODOR THICKNESS OF 1 3:4' TO 2114'. 4. A1P UCAI IO:1 ON BALANCE. COORS REQUIRES RELOCATION OF THE OPERATOR HVOI. 5 SPECIAL ARMS DAY BE REAL TRED ON iNVAING 000RS431TH REVEAL GREATER THAN 13'4' Effective Date: 09 NOV 2009 r Y© TECH. by NANO Entrances Inc. Where quality and service are automatic GT SYSTEM 350, 500, 8350 & 8500 SWING OPERATOR - LOW ENERGY AUTOMATIC ENTRANCE SYSTEM SUGGESTED ARCHITECTURAL SPECIFICATIONS SECTION 8 Models GT350, GT500, GT8350 & GT8500 HEAVY DUTY - LOW ENERGY - SWING DOOR OPERATOR OVERHEAD CONCEALED (OHC) & CONVERSION UNIT (C.U.) DIVISION 08 — OPENINGS SECTION 08 42 29.33 SWINGING AUTOMATIC ENTRANCES Note to Specifier: Articles and paragraphs below may be edited or modified to suit specific project requirements. Add section numbers and titles per CSI "MasterFonnat" and specifier's standard practice. Contact manufacturer's representative to discuss specification modifications, perfonnance requirements, accessories and/or related equipment that may be applicable to this project. Part 1- GENERAL 1.01 DESCRIPTION A. Furnish and install automatic swing door equipment as indicated on drawings and specifications. B. Related work specified elsewhere. (See note to Specifier') 1. Electrical Supply: Section 1.02 REFERENCES A. American Association of Automatic Door Manufacturers (AAADM) - sww.aaadm.cotn B. American National Standards Institute (ANSI) - www.aw.i.nr:. C. Builders' Hardware Manufacturers Association (BHMA) - ss w.buildershardwarc.com D. Underwriters Laboratory, Inc. (UL) - Canadian Standards Association (CSA) e: s:v.4�a.ca F. National Fire Protection Association (NFPA) - ww.nipn.ure G. International Code Council (ICC) - u s s.iccsafe.ore, 1.03 QUALITY ASSURANCE A. Manufacturer's Qualifications: Manufacturer to have at least (5) five years experience in the fabrication of automatic and- manual entrance systems— B. Installer's Qualifications: Products specified shall be represented by a factory authorized and trained distributor. Distributor shall be AAADM Certified and maintain a parts inventory and trained service personnel capable of providing service C. All automatic equipment to comply with UL325 and CAN /CSA -C22.2 No 247 -92. D. All automatic equipment to comply with ANSI A156.19. 1.04 SUBMITTAIS A. Product Data: Submit manufacturer's product and complete installation data for all materials covered in this section. B. Shop Drawings: Submit complete elevations, details and methods of anchorage to location; installation of hardware; size. shape, joints and connections: and details of joining with other construction. NABCO ENTRANCES INC., S82 1V18717 Gemini Drive, Ntuskego WI 53150, 877-622-2694, 885. 679 -3319 tax Rev 8110 C. Templates and Diagrams: As needed shall be furnished to fabricators and installers of related work for coordination of swinging door system with concrete work. electrical work, and other related work. D. A copy of appropriate manual shall be provided to owner / contractor upon completion of installation. 1.05 SUBSTITUTIONS A. Gyro Tech equipment as manufactured by NABCO ENTRANCES. INC. has been specified and shall be quoted as the base bid. Proposals for substitution products may be submitted by the bidding contractors a minimum of 10 days prior to bid due date. The proposed substitution shall meet the quality and performance standards described in this specification. 1.06 JOB SITE CONDITIONS A. Site Survey: Verify site conditions including, but not limited to the following; opening sizes, floor conditions, plumb and level mounting surfaces (substrates shall be of proper dimension and material). 13. Coordinate installation with glass, glazing hardware and electrical to avoid construction delays. 1.07 WARRANTY A. Warranted materials shall be free of defects in material and workmanship for a period of one year from date of substantial completion. During the warranty period the Owner shall request NABCO factory- trained technicians to perform service. Warranty repairs are provided during normal business hours. Owner to receive warranty after completion of installation. 1.08 COMPLIANCE A. A completed American Association of Automatic Door Manufacturers (AAADM) compliance form shall be submitted as proof of compliance with ANSI A156.19 Standard for power operated pedestrian doors. Door(s) shall be inspected and a form shall be signed by an AAADM certified inspector prior to placing door(s) in operation. Part 2.PRODUCTS 2.01 APPROVED MANUFACTURER A. Automatic equipment and controls shall be manufactured by: NABCO ENTRANCES INC. S82 W18717 Gemini Drive Muskego. WI 53150 Phone: (877) 622 -2694 Fax: (888) 679 -3319 2.02 AUTOMATIC SWING DOOR SYSTEM — LOW ENERGY — SURFACE APPLIED A. Model GT350 & GT500 Bottom Load or GT8350 & GT8500 Side Load Swing Door System as indicated on door schedule and details. 13. Mode of operation: Spring Close. Gyro Tech swing operator shall open door by energizing motor and shall stop door by electrically reducing voltage and stalling motor against mechanical stop. Door shall close by means of spring energy, and closing force shall be controlled by gear system and with motor being used as a dynamic brake without power. System shall operate as a manual door control in event of power failure. Manual operation shall require less than 15 lbs. force applied to door tockstile. Opening and closing speeds shalt be adjustable. Hold open time shall be adjustable from 1 -60 seconds. Door operation shall not require any fluids or gases under pressure to be used in opening and closing of dour. C. Components: 1. Operator Housing 2. Gyro Tech GT350 (OHC), GT500 (C.U.), GT8350 (OHC) & GT8500 (C.U.) Swing Door Operator 3. Electronic Control 4. Connecting Hardware 1 a) Operator Housing for the GT350 & GT500 Bottom Load shall be, 5 1/2" (140mm) deep by 5" (127mm) high aluminum extrusion with finished end caps and shall be prepared for mounting to new or existing door frames. All structural sections shall have a minimum thickness of .146" (4mm) and shall be fabricated of 6063 -T5 aluminum alloys. Housing cover shall be removable to provide service access and shall be extruded from 6063 - T5 aluminum alloys to a minimum thickness of .093" (2mm). Plastic covers shall not be acceptable. NABCO ENTRANCES INC.. 582 w18717 Gemini Drive, NIuskego WI 53150. 877-622 2694, 885- 679.3319 fax Rev 8110 lb) Operator Housing for the GT8350 GTS500 Side Load shall be, 5 1/2" (140mm) deep by 6" (152mm) high aluminum extrusion with finished end caps and shall be prepared for mounting to new or existing door frames. All structural sections shall have a minimum thickness of .166" (4mm) and shall be fabricated of 6063 -T5 aluminum alloys. Hinged housing cover shall be abk to he raised and secured or removed to provide service access and shall be extruded from 6063 -T5 aluminum alloys to a minimum thickness of .100" (3mm). Plastic covers shall not be acceptable. lc) Finish: Aluminum shall have a standard finish of AA- M12- C22 -A31 (204R1. clear) or AA- M12- C22 -A44 (dark bronze). Black and special finishes arc available upon request. 2) Power Operator. Completely assembled and sealed unit which shall include helical gear - driven transmission, mechanical spring and bearings all located in cast aluminum housing and tilled with special lubricant for extreme temperature conditions. Attached to transmission system shall be a DC permanent magnet motor with sealed ball bearings. Motor shall operate from 115 -volt supply and require less than 3 amps at full power stall. Complete unit shall be resilient mounted with provisions to easily adjust/replace the motor and gearbox without reproving door from pivots or frame. 3) Electrical Control: Shall be a solid -state microprocessor unit. The microprocessor control shall allow the opening speed, closing speed, back check and latch check speed each to be adjusted separately and independently from each other to meet specific site conditions. Adjustable opening and closing speeds shall be set in accordance with ANSI A156.19. Control shalt include time delay, Push -N -Go circuitry and sequential mode operation. All adjustments shall be specific and reproducible. 4) Connecting Hardware: Conversion Unit (C.U.) outswing doors shall be connected to operator by a two piece drive arm with self aligning rod ends and connecting door bracket for push -type operation. Inswing drive arm with a urethane covered roller, shall ride in a track fabricated of 6061 -T6 or A380 aluminum alloy attached to the door rail where required for pull -type operation. Overhead Concealed (OHC) power operator drive arm to door with a pin linkage rotating in a self lubricated bearing, within a self adjusting slide block, traveling in an interconnected steel track and top door pivot assembly. The (OHC) unit will independently support the door on heavy -duty steel top and bottom door pivots. To allow for durability and easy serviceability, the door shall not pivot on shaft of operator. 2.03 ACTIVATING DEVICES A. Wall Switches: 6 ", 4 -1/2" diameter stainless steel surface or flush mounted, engraved or plain, as provided by NABCO ENTRANCES INC. B. Optional activators are available - See Product Catalog. PART 3- EXECUTION 3.01 INSTALLATION A. Automatic door equipment shall be installed by AAADM Certified, factory- trained installers in compliance with ANSI A156.19, manufacturer's recommendations and approved shop drawings. 3.02 CLEANING AND PROTECTION A. After installation, clean framing members as recommended by the manufacturer. Aluminum surfaces in contact with masonry, concrete or steel shall be protected from contact by use of neoprene gaskets, where indicated, or a coat of bituminous paint to prevent galvanic or corrosive action. Advise general contractor to protect unit from damage during subsequent construction activities. COVER NOTE TO SPECIFICATION WRITER indicate under appropriate Section the following work by others: ELECTRICAL INSTALLER shall furnish and install all conduit and electrical wiring for activating devices and door operators. A minimum of 5 amperes, 115 volts, A/C, 1 -phase circuit shall be furnished for each door operator. terminate and connect to operator control panel, in operator housing. END OF SECTION NABCO ENTRANCES INC., S82 W 18717 Gemini Drive, Muskegu WI 53150,877.622- 2694.888.679 -3319 fax Rev 8110 33A/35A Options Electrical Options Electric Latch Retraction — EL The EL feature allows for the remote unlatching of exit devices. A control station operator can flip a switch to retract the latch bolt and immediateiy change an exit door to push -pull operation. A powerful, continuous duty solenoid retracts the latch bolt, tither for momentary unlatching, or for exterxled periods of lime. the EL feature is an alternative to manual dogging. If manual hex-le/dogging is required, specify HD-EL EL devices are also useful with automatic door operators, and may be applied to fire -rated applications when under the control clan automatic Ike alarm system. UL approved for Class 11 circuit applications. The EL option does not include the power transfer from door to frame, the power supply, or the control operator. Refer to EPT 2 power transfer and the PS873 power supply. The PS873 with the 871 -2 option card is minimum option card required. Other option cards available for other functions, see PS873 power supply for additional information. Solenoid Specifications: Continuous Duty — 24 VOC Current Inrush —16 Amps Current Holding — 0.3 Amps To order, specify: Standard — Use prefix EL, example EL33AL Hex Key dogging — Use prefix HD -EL, example HD- EL33AL Popular EL Application Power Supply PS873-2 Electric Power Transfer EPT 2 orEPi 10 120 VAC SC 11 of o Oa ONO 871.2 option Card _-- EPT2 EPr•2 or EPT t0 EL 52 Ovule 1 enl wean ont// Q« Input 01 Signal Switch — SS Monitors pushpad and latch bolt The SS feature is used to signal the unauthorized use of an open- ing. This device is equipped with two internal SPDT switches. One switch monitors both the pushpad and the latch bolt assembly, mak- ing the latch bolt tamper resistant, for positive security. An addi- tional SPDT switch is connected to the 1 W (32mm) mortise with straight cam for alarm 'bypass." (Schlage cam reference 8502 -151). The device can be connected to a security console, or may be used as a single door alarm when used with a horn and power supply. A continuous current electric transfer must be used for transferring power from the frame to the door. Pushpad reads: "EMERGENCY EXIT ONLY – PUSH TO OPEN AND SOUND ALARM." Pushpad is only available in US32D finish with red silk - screened lettering. To Order, Specify: 1. Prefix SS, example SS33AL. 2. Handing Required, LHR or RHR. Electrical Ratings: Up to 2.0 AMPS ® 24VDC Popular SS Application Unauthorized use of this opening will activate the local horn. The key switch permits inhibiting this system for authorized entry. Horn Electric Feed.through Hinge •A* A* EL Device Wire Selection Size Key Switch (exterior) SS903 Run Length EL Device WEPT or Door Los 0.100 ft 14 gauge 0.2005. 12 gauge Run Length EL Oevlce w/Eleckic Hinge/Pivot 0-751L 14 gauge 0.1E0 ft 12 gauge Wire Selection 1200 ft Max. Switch Wire Size 18 gauge Power Supply 23 • 10 " 0 33 1171\la )/f /A Goiicealed Vertical Rod Device 47 Top Latch 47 Bottom Latch pvi 338 385A Top Strike Bottom Strike 283 For use with wood frame 3 3347A and 3547A for all types of single and double doors, UL listed for Panic Exit Hardware. Devices are ANSI A156.3 — 2001 Grade 1. The 3547A has a smooth mechanism case and the 3347A has grooved case. The concealed vertical rod device is non - handed except when the SS (Signal Switch) option is used. See opposite page for available outside trim and device functions. 3347A/3547A fits door stiles as narrow as 1 3/4"(44 mm), wood door stiles as narrow as 4 "(102mm). Newly designed device has a one piece center case cover. The 3347Ai3547A devices are available in the following finishes; US3, US4, US10, US26, US26D, US28. 313AN and 315AN. See the inside cover for finish chips. Specifications Device Lengths 3' 2'4° to 3' (711 mm to 914 mm) Door Size 4' 210' to 4' (864 mm to 1219 mm) Door Size Strikes Top — 338 — Unfinished, Bottom — 385A — Unfinished Optional Strikes — see page 20 Dogging Feature Dogging Options Hex key dogging standard CD Cylinder Dogging LD Less Dogging Electric Options LX Latchbolt Monitor Switch RX Pushpad Monitor Switch RX2 Double Pushpad Monitor Switch SS Signal Switch EL Electric Latch Retraction ALK Alarm Exit Kit Miscellaneous Options PN Pneumatic Latch Retraction LBR Less Bottom Rod GBK GlassBead. Kit __. PL Pullman Latch see page 26 see page 26 see page 22 see page 22 see page 22 see page 23 see page 23 see page 22 see page 26 see page 27 seepage -27 see page 27 Fasteners & Includes 1 3/4° (44mm) — 2 1/a" (57mm) Wood & Metal Doors Sex Bolls (SNB) #425 SNB furnished standard for end case #325 SNB furnished standard for E0 (exit only device) Latch Bolt Deadlocking Anti - friction Top & Bottom Bolt $/e' (16mm) throw Device Centerline from 39 5 /s° (1006mm) Standard, Adjustable from 35 5/8 "(905mm) Finished Floor to 49 5/8 "(l260mm) Door Undercut r /4' (7mm) Center Cass Dimensions 8 3 /I6 x 2 73/42 x 1 s /,e' (208mm x 62mm x 40mm) Mechanism Case Dimensions 2 W x 2 '/a (57mm x 57mm) Vertical Rods Round 2 piece adjustable rods Top rod adjustable from 6'8 "(2027mm) to 8'4 "(2533mm) Bottom rod adjustable from 35 5/a"(905mm) to 49 $ /a "(1260mm) Extension rod kits available for doors over 8'4" (2533mm) Projection Pushbar Neutral — 3 t3 /+e° (97 mm) Pushbar Depressed — 3 ' /,e (78 mm) See page 31 for How to Order specification © 2005 Ingersoll -Rand. May be copied for use with specification submittal. ll - "' 7A13'.)/11A Concealed Vertical no Device Trim tkbc \\5 cl`v-N s- Note: 360L & 3607 used on Wood Door require the 33A -WDA cover plate 3767 used on Wood Door require 910 -WDA cover plate. For optional trims and functions see page 19 11 Exit may Dummy Trim Pug when dogged Night Key retracts Larch Iatchbolt Night Latch Key retracts tatchbatt Oolong Putt Required Thumbturn Kay locks & unlocks I Product Description 3347A-E0 3547A -E0 3347A -OT 3547A -DT 3347A -NL 3547A -NL 3347A -NL -OP r 3547A -NL-OP 3347A -TL 3547A -TL Trim Description — 3860T 386NL 388 3767 x 386 Base Size — 715 /aihx 1% (190x41mm) 75/aihXlsle -rr (190x41mm) 71/2'nXP "he'w (190x43mm) 7' /a'hx1 "ire wX' /ad (190x43x22mm) Grip Size — 8Yihx434 (2t6xt10mm) 8Yihx43ew (2t6x110mm) — 8Ya °bx4a/raw (216x110mm) Projection — 2'/ra (62mm) 27/d (62mm) 1' (25mm) 113M (46mm) ANSI Function 01 02 03 03 11 -12 Reid Selectable Cylinder Type — — Rim Rim 116 Mortise Optional Trim (See page 19) .— x 360L -DT DT x IVES 8190 — x550 DT x550 x IVES 819010" x 392 -6 Note: 360L & 3607 used on Wood Door require the 33A -WDA cover plate 3767 used on Wood Door require 910 -WDA cover plate. For optional trims and functions see page 19 11 Tbumbtern -Blank Escutcheon Always Operable (lro Cylinder) Lever Key Locks '1, a & Unlocks Laver -Blank Escutcheon P t ays Operable (No Cylinder) Tbumbtarn Key Lacks E r7- +vt, Whacks Thumblum -Blank Always Operable (No Cylinder) � > Escutcheon Product Description 3347A -TL -BE 3547A -TL -BE 3347A -L 3547A -L 3347A -L -BE 3547A -L -BE 3347A -T 3547A -T 3347A -T BE 3547A -T BE Trim Description 376T -8E x 386 3601 360L -BE 3607 360T -BE Base Size 71/2'hxl " /1ewxVsd (190x43x22mrn) 7' /2`0 x1 " /ie w x /sb (190x43x22mm) 7' /i'hX1 " /iewX Yo' a (190x43x22mm) 7' /ahX1 " /AawX'/ad (190x43x22mm) 7VitiX1 "Ao'wx Ye' a (190x43x22mm) Grip Size 8Y2 h x 44ie w (216x110mm) — _ — — Projection 2' /rI* (62mm) 3' (76mm) 3' (76mm) 1 ris (46mm) 11Vei (46mm) ANSI Function — 08 or 09 Field Selectable — 11 or 12 Field Selectable — Cylinder Type — I'/s Mortise — 1YeMortise — Optional Trim (See page 19) x 392 6 — E3601-BE See Page 18 — T E360 BE See Page 18 Note: 360L & 3607 used on Wood Door require the 33A -WDA cover plate 3767 used on Wood Door require 910 -WDA cover plate. For optional trims and functions see page 19 11 33 13f3,r\ Options Electrical Accessories Power Supplies SERIES PS873 The series PS873 power supply is designed to operate a wide variety of electrical products. EL panics require 871 -2 PCB minimum. The regulated output power is field selectable for either 24VDC @ 2 ampere or 12VDC 4 ampere. Standard input 120VAC 511.0 ampere or 240VAC 0 0.5 ampere available. Enclosure is 10' high x 12W wide x 5' deep (254mmx323mm x 127mm), gray with a hinged cover and constructed of heavy 19 gauge steel. Five W x W (13mm x 111mm) knockout holes are provided for conduit connection. Terminal block will accept up to 12 gauge wire. The PS873 can be ordered with three standard optionr. Key lock secures the corer to eliminate tampering and provides safety; Battery backup provides two hours backup power at full load during a A.C. power failure. Batteries will automatically recharge when failed power is restored. Fire Alamo provides input for a normally closed fire alarm contact. When the tire alarm contact is "open ", power to locks or other component is removed. Restoring power is field selectable for automatic or manual. Eight standard configurations: PS873 Standard PS873K With keytock PS8738 With battery PS8738K With battery and keylock PS873PA Gtrithlire alarm PS873K -FA With keytock and fire alarm PS873B -FA With battery and fire alarm PS8738K -FA WWlth battery, keylock and fire alarm The series PS873 is available with several optional circuit cards to provide system flexibility. The power supply will accept one or a combination of any two cards. 24 Factory or Field Installed Circuit Cards: 871-2, Two Zone controller provides two inputs and two outputs. Will operate one or two EL exit devices. Use suffix " -2° for factory installed, example PS873 -2. 873 -AL, Alarm function monitors 1 or 2 zones and provides alarm output, upon detecting a door in the open position. Delayed alarming is selectable from 5 to 75 seconds. Use suffix - -AL" for factory installed, example PS873 -AL 873 -A0, Auto Operator function coordinates the release of one or two locks and signals an auto - operator to open a door. Signaling the auto operator can be performed in two methods: by receiving a signal from a monitoring switch that the lock Is unlatched, or upon expiration of a time decay triggered by a 'RX' type input switch. Use suffix " -All" for factory installed, example PS873 -A0 873 -SI, Security/Safely Interlock provide interlock function for two zones. When combined with a second 873 -SI card, the interlocking of groups are available in two, three or four zones. Safety interlock is available, consult factory for additional information. Use suffix "-sr for factory installed, example PS873 -S1 873470, Four Zone controller with Time Delay provides four inputs and four outputs with time delay. Time decay is field selectable from 0 to 75 seconds, in intervals o15 seconds. Will operate up to 4 EL devices. Use suffix " -4T0" for factory installed, example PS873 -4T0 873 -AC, Access Control provides supervision of one zone using an electromagnetic lock. Input signals required are: access control contact, motion detector contact. and motion detector override contact FA, Fire Alarm option is required. Use suffix " -AC` for factory installed, example PS873 -AC Factory Installed Only Circuit Card 873 -DE, Delayed Egress provides 15 second delay release from pushbar activation -to electro- magnetic- tock- release-Ideal — function for use with Locknetics etectronagnetic locks, will operate two zones simultaneously. To operate two separate zones, a second 873 -DE card is required. UL fisted component, when used as part of a Von Ouprin delayed egress system. Use suffix "- DE ", example, PS873 -0E. Ncie: Of -(rods COROT be combined Olt any other opriorur cards. 0 2005 Ingersoll-Rand. May be copied for use with specification submittal 4 CANNONDESIGN SUBMITTAL IDENTIFICATION SHEET To be completed by Contractor /CM Project Name /Address /Number Barry University Residence Hall 11300 NE 2nd Ave Miami Shores, FL 33161 Cannon Design Project No. 03617.00 Owner Barry University Architect / Eng'neer Cannon Design Submitted By Charlie Arndall Contractor / CM Submittal No. 000065 Drawing 1 Detail Reference A1004 Cannon Design Submillal No. o8 3 ooO 003 Specification Seaaot Paragraph 08 80 00 - Glazing Manufacturer / Supplier Crawford Tracey Priority: ❑ Cnbcal Item 1 Product ID NOA's Required Date: August 18, 2011 Remarks or Deviations Contractor /CM Certification (submittals not certified will be returned without review) CONSTRUCTION MANAGER MOSS & ASSOCIATES, LLC Barry University Residence Hall —Job No. 2010023 SubmittaINo. 000060 Reviewed 8)0 ❑ Reviewed as Noted ❑ Reviewed as Noted— Resubmit ❑ Not Approved— Resubmit Review of this subunit* is for general confm ...withcontractrequirements. SubcoNmetor/Vendor is responsible for dimensions, quantities, & coordination with other tracks Approval dos not relnve SubcomraaotfVeniorofbis responsibilities to fury comply with the contract doameots. C. Arndall Dste: 8/11/2011 C. Arndall To be completed by Reviewer Cannon Design Submittal Number and Received Date Received on: Submittal # Aug. 12, 2011 088000 -003 CANNON DESIGN Requirements for Submission to Cannon Design Shop Drawings: Product Data Samples: No Exceptions Taken No further review of submittal Is required. Make Correction Noted Incorporate corrections In work; resubmission is not required unless otherwise noted. ❑ C. Revise and Resubmit Revise as noted, and resubmit for further review. Rejected Submittal not In compliance with Contract Documents. • E. For Record Only Received for record purposes only. ❑ D. Renew is for conformance with the design concept of this project and for general compliance with contract documents. Contractor is responsble for quantities.,rmensions and compliance with contract documents and for information that pertains to febricabmr processes, consbtrluon techniques and coordination of this work with all trades which will be affected thereby. This review is nun and wad if submittal deviates from contract documents and does not Indicate or rote deviations. AJE Comments August 11, 2011 " 1°Iehio01—■ Reviewed by Date Reviewed by Date 011/08 CONSTRUCTION MANAGER MOSS & ASSOCIATES, LLC Barry University Residence Hall — Job No. 2010023 Submittal No. 000065 x Reviewed Reviewed as Noted Reviewed as Noted — Resubmit Not Approved — Resubmit Review of this submittal is for general conformance with contract requirements. Subcontractor/Vendor is responsible for dimensions, quantities, & coordination with other trades. Approval does not relieve Subcontractor/Vendor of his responsibilities to fully comply with the contract documents. By C. Arndall Date: 8/11/2011 MIAMIDADE COUNTY . 44i9 BUILDING AND NEIGHBORHOOD COMPLIANCE D1 P T14nn 1A491JNC) BOARD AND CODE ADMINISTRATION DIVIS • NOTICE OF ACCEPTANCE (NOA) Crawford Tracey Corporation 3301 SW 13th Drive Deerfield Beach, FL 33442 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 BNC- 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. BNC 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 "Pro —Tech 45SG" Aluminum Window Wall System — L.M.L APPROVAL DOCUMENT: Drawing No. W05 -31, titled "Pro —Tech 45SG Mum. Window Wall System (L.M.L) ", sheets 1 through 8 of 8, dated 06/24/05 with revision "C" dated 03/21/11, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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 and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeV series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use and/or manufacture of the product or process -. Misuse of this NOA-as an endorsement - of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 08-0415.08 and consists of this page 1, evidence pages E--1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www.m lam!dzde ov/bulldInq MIAMPDADE COUNTY APPROVED It . NOA No. 10- 1213.12 Expiration Date: June 22, 2016 Approval Date: April 14, 2011 Page 1 Crawford Tracey Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No WO5 -31, titled "Pro -Tech 45SG Alum. Window Wall System (L.M.I.) ", sheets I through 8 of 8, dated 06/24/05 with revision "C" dated 03/21/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Small Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of a series 45SG aluminum window wall system, prepared by American Test Lab of South Florida, Test Report No. ATLSF -1129- 01-07, dated 01/29/08, signed and sealed by Henry Hattem, P. E. (Submitted under previous NOA No.08- 0415.08) 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 4) large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with narked -up drawings and installation diagram of a Pro -Tech 45SG - SMI, aluminum window wall system, prepared by American Test Lab of South Florida, Test Report No. ATLSF- 0310.01 -05 dates 06/01/05, signed and sealed by Henry Hattem, P. E. (Submitted under previous NOA No.06- 0119.10) C. CALCULATIONS 1, Anchor verification calculations and structural analysis, complying with FBC- 2007, prepared by AI- Farooq Corporation, dated 11/24/10, signed, sealed and dated 03/29/11 by Javad Ahrnad, P. E. Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC). Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 10- 1213.12 Expiration Date: June 22, 2016 Approval Date: April 14, 2011 E-1 Crawford Tracey Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10- 0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass@ Interlayer" dated 05/26/2010, expiring on 01/14/12. 2. Notice of Acceptance No. 08- 0206.01 issued to Solutia Inc. for their "Safiex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. 3. Notice of Acceptance No. 08- 0520.08 issued to Solutia Inc. for their "Vanceva Composites Glass Interlayer" dated 7 /17/08, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 11/24/10, signed and sealed by Javad Ahmed, P. E. 2. Laboratory compliance letter for Test Report No. ATLSF - 1129 -01 -07, issued by American Test Lab of South Florida, Inc., dated 01/29/08, signed and sealed by Henry Hattem, P. E. (Submitted under previous NOA No.08 -041 5.08) 3. Laboratory compliance letter for Test Report No. ATLSF - 0310.01 --05, issued by American Test Lab of South Florida, Inc., dated 06/01/05, signed and sealed by Henry Hattem, P. E. (Submitted under previous NOA No. 06- 0119.10) G. OTHERS 1. Notice of Acceptance No. 08- 0415.08, issued to Crawford Tracey Corporation for their Series "Pro —Tech 45SG Aluminum Window Wall System — L.M.I. ", approved on 05/22/08 and expiring on 06/22/11. Jaime D. Canon, P. E. Product Control Section Supervisor NOA No. 10- 1213.12 Expiration Date: June 22, 2016 Approval Date: April 14, 2011 E -2 0.L OPG. SEE SHEET 2 (4) ANCHORS TYPE •A' (3) ANCHORS TYPE 'B' (2) ANCHORS TYPE '0' AT HORIZ. ENDS 0.l SEE SHEET 2 V - MAX. SEE SHEET 2 . rl4' -AD ., ,/. 7, ., /. /, ,, O.L. OPG. 1, SEE SHEET 2 _ (10) ANCHORS TYPE 'A' ^ 6) ANCHORS TYPE •5' & 1111 1 1- r,7ic 1 V / U 11 / II \ II u P / a 11 \ I, ,1 1 11 /k 11 1 1, /'/ 11 V/\ 11 11 / . , 11 11 // / /, n 11 . \ 11 / 11 11 \ � u5u 11 m h IL—A.& 11 1 11 11 1 II 1, 11 11 . TE II 11 11 IMPACT 0001 NOAi1 4 ii FOR ODOR RATING 113 11 / II & 00411-5. \ I 1, / g, lI 1 4413 / / 1 / 1 / 1 / / 6` HEAD /SILL CORNERS lie MAX. SILL I ANCHORS _ AT EACH 85 M I� —SEE SHEETS 4uWON FOR CAPACITY PRO -TECH 45SG ALUM WINDOW WALL SYSTEM THIS SYSTEM MAY 15 USED IN CONJUNCTION WITH MIAMI -DADE. COUNTY APPR'D LARGE MISSILE IMPACT RESISTANT DOORS. LOWER DESIGN PRESSURE FROM WINDOW WALL SYSTEM OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN INSIGNE° AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRISANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO 'THE STRUCTURE. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO SASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS KIDDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. (_03) ANCHORS TYPE 'B' TYPICAL ELEVATIONS THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. INSTRUCTIONS' USE CHARTS AS FOLLOWS. STEP 1 STFP 7 STEP 3 STEP 4 STEP 9 DE1ERMNE DESIGN WIND LOAD REQUIREMCNTS BASED ON WIND VELOCITY, BLDG. HEIGHT. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 2 FOR DESIGN LOAD CAPACITY OF DES8ED GLASS SIZE. CHECX MUUJON CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 3 THE CAPACITY SHOULD EXCEED THE DESKIN LOAD. USING CHART ON SHEETS 4 SELECT ANCHOR OPTION TM DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VALUE RESILLTINO FROM 5TEP5 2. 3 AND 4 SHALL APPLY TO MITE SYSTEM. (5) ANCHORS TYPE 'A' A) C' TRANSOM ENDS 8 & T d 11 1 D.L. 0P0. SEE SHEET 2 14' IM. 1r HEAD 6' HEAD /SILL CORNERS E44/. 41AD A44NO 4' tax. SILL LAMINATED GLASS LARGE MISSILE IMPACT PRODUCTREwSBD toompt}NND WDt10o Florida N Control z P g g s m CO drawing no. W05 -31 (shoal l of 8 1/4" HEAT STREN'O GLASS .090" PVB INTERLAYER SAFLEX BY SOLUTIA 1/4" HEAT STREN'D GLASS SIMONE DOW CORNING 983 W 00N CORNING 983 1/4" TEMP. GLASS 1/2" AR/ARAGON SPACE 1/4" HEAT STREN'D CUSS .090" PVB INTERLAYER SAFLEX BY SOMA 1/4" HEAT STREN'D GLASS SILCONE GLASS TYPE 'A' 9/16" OVERALL LAM. GLASS 1/4" HEAT STREN'D MASS 075" STORMGLASS INTERLAYER VANCEVA COMPOSITE 8Y SOLUTIA 1/4" HEAT 8TREN'0 GLASS =CONE DOW CORNING 983 W DOW % CORNING 983 GLASS TYPE 'AI' 1 -5/18" OVERALL AVSUL, LALL GLASS 1/4" TEMP. GLASS 1/2" AR /ARAGON SPACE 1/4" HEAT STREN'D GLASS 075" STORMOIASS INTERLAYER VA14CEVA COMPOSITE BY SOLUTIA 1/4" HEAT STREN'D GLASS GLASS TYPE "0" 9/19" OVERALL TALI. GLASS 1/4" HEAT STREMD GLASS 090' NIERIAYER SENTRY GLASS PLUS BY DUPONT 1/4" HEAT STRENYO GLASS SILICONE 0019 CORNING 983 W DON CORNING 983 GLASS TYPE "BL' 1 -5/16" OVERALL NSUL LAIL GLASS 1/4° TEMP. GLASS 1/2" AIR/ARAGON SPAN 1/4" HEAT STREW° GLASS .090" NTERIAYER SENTRY GLASS PLUS BY DUPONT 1/4" HEAT STREN'D GLASS SILICONE GLASS TYPE 'C' W GLASS TYPE 'CI' 9/16" OVERALL LAM. GLASS 1 -5/16" OVERALL NSLO.. LAM. GLASS GLAZING OPTIONS GLASS LOAD CAPACITY - PSF CUSS TYPE NOMINAL DINS. 'A' & 'Al' 0.L0. DLO. 091. (4) RIM HEGHT NT. ( -) 24° 30' 38" 42" 48" 54" 60" 66" 72" 80.0 800 80.0 80.0 54" 80.0 80.0 80.0 80.0 80.0 80.0 24" 30" 38" 42" 48" 54" 80° 68" 72" 80.0 CUSS TYPE GLASS TYPE & '0' '01' & 'CC EXT. ( +) EXT. ( +) 60. ( -) 847. (-) 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 CLA88 LOAD CAPACITY - PEW NOMINAL DIMS. D.LO. WIDTH 24" 30" 38' 42° 48" 54" 0.1.0. HEIGHT 90" GLASS TYPE 'A' & 'AI' EXT. (4) NT . (-) 80.0 80.0 80.0 GLASS TYPE B' & EM. (4) NT, ( -) 804 100.0 100.0 100.0 1004 100.0 100.0 100.0 100.0 100.0 100.0 80.0 80.0 60" 80.0 80.0 80.0 100.0 100.0 24" 30' 38' 42" 48" 54" 96" 80.0 80.0 80.0 100,0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 24" 30" 38° 42° 48° 102" 80.0 80.0 80.0 24" 30" 38" 42" 48' 54" 60° 72° 80.0 80.0 80.0 80.0 66" 80.0 80.0 100.0 100,0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 24" 30° 30° 42" 48" 108" 80.0 80.0 80.0 100.0 100.0 100.0 100,0 100.0 100.0 24" 30" 36" 42" 48" 54° 60" 69" 72" 80.0 80.0 80.0 80.0 72" 80.0 80.0 100.0 1004 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 24" 30" 36" 42" 48" 54" 60" 66" 80.0 80.0 80.0 80.0 78" 80.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 24" 30° 36" 42° 46" 54" 80" 84" 80.0 804 80.0 80.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 24" 30" 38" 42' 24" 30" 38' 42" 44 -1/2" 56 -1/2" 58 -1/2" 114" 120° 118 -1/2" 88 -1/2" 92 -1/2" 80.0 800 80.0 80.0 804 DLO. b1.0. MOTH MOTH 100.0 (D CUSS TYPE 'BL' & 'CI' ENT. ( +) NT. ( -) fly ®' ilk 1 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 1004 100,0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 *00.0 100.0 100.0 100.0 100.0 100.0 100.0 a ;iii II_ 01.0-1 L. FOP MULLION LOAD CAPACITY - PSF WITHOUT 1NTERMEOIATE HORQONTALS WITHOUT LIGHT HEAVY NOMINAL DIMS. REINF. REEVE. REINF. WIDTH (W) TRANS 103(647 EXT* (t) EIO. (+) EXT. (t) INT. ( -) INT. (-) MI. (-) 24" 100.0 100.0 100.0 30" 100.0 100.0 100.0 36' 100.0 100.0 100.0 42° 100.0 100.0 100.0 48" 78" 100.0 100.0 100.0 54' 100.0 100.0 100.0 60" 100.0 100.0 100.0 66" 100.0 100.0 100.0 72" 100.0 100.0 100.0 24" 100.0 100.0 100.0 30' 100.0 100.0 100.0 36" 100.0 100.0 100,0 42" 84° 100.0 100.0 100.0 48" 100.0 100.0 100.0 54° 94.9 100,0 100,0 80" 89.2 100.0 100.0 66" 85.2 100.0 100.0 24° 100.0 100.0 100.0 30° 100.0 100.0 100.0 36' 100.0 100.0 100.0 43" 90' 91.1 100.0 100.0 48° 82.0 100.0 100.0 54" 75.4 98.1 100.0 60" 70.4 91.3 100.0 24" 100.0 100.0 100.0 30" 99.9 100.0 100.0 38" 84.8 100.0 100.0 42° 96" 742 100.0 100.0 48° 66.8 93.1 100.0 54° 60.9 849 100.0 80" 56.7 78.8 100.0 24" 100.0 100.0 100.0 30" 82.9 100,0 100.0 311" 102" 70.2 100.0 100.0 42° 61.3 91.8 100.0 48° 54.6 81.7 1009 84' 50.0 74.1 100.0 24" 88.1 100.0 100.0 30° 69.6 100.0 100.0 35" 108° 58.8 93.5 100.0 42° 51.2 81.2 100.0 48" 45.7 72,2 99.9 24" 73.0 100.0 100.0 30" 58.0 93.8 100.0 36' 114" 49.8 79.1 100.0 42" 43.3 689 100.0 48" 38.5 61.3 69.0 24" 62.5 99.4 100.0 30" 50.4 80,2 100.0 36" 120' 42.5 67.6 100.0 42" 380 58.7 90.1 48" 329 52.2 79.9 WIDTH (W) W1 + W2 2 828007 RgWFORCING LIGHT REINFORCING HEAVY RRINFORCIN0 MULLION LOAD CAPACITY - PSF IMRH INTERMEOIATE HORIZONIALS OR MULLION WITH DOORS WITHOUT LIGHT HEAVY NOMINAL DIMS. REINF. REINF. REINF. YtIDTH (w) FRAME IIEIG111 . (4) EXT. (4) Da. ( +) 2O• ( -) WT. ( -) WT. ( -) 24" 100.0 100.0 100.0 30" 100.0 100.0 100.0 36° 100.0 100.0 100.0 42" 100.0 100.0 100.0 48" 78" 100.0 100.0 100.0 54" 89.7 100.0 100,0 60" 899 100.0 100.0 66' 81.6 94.2 100.0 72" 749 88.4 100.0 24" 100,0 100.0 100.0 30" 100.0 100.0 100.0 36" 100.0 100.0 100.0 42" 84" 100.0 100.0 100.0 48" 999 *00,0 100.0 54" 78.9 99.3 100.0 80" 71.9 89.4 100.0 68" 65.3 81.3 100.0 24" 100.0 100.0 100.0 30" 100.0 100.0 100.0 38" 97.4 100.0 100.0 42" 90" 83.5 100.0 100.0 48" 73.0 97.3 100.0 54" 64.9 86.5 100.0 60" 58.4 77.9 100.0 24' 100.0 100.0 100.0 30" 98.3 100.0 100.0 36" 80.2 100.0 100.0 42" 98" 68.8 97.6 ' 100.0 48" 60.2 85.5 100.0 54" 833 76.0 100.0 80" 48.1 68.4 94.7 24' 100.0 100.0 100.0 3D° 80.3 100.0 100.0 38" 102` 88.9 100.0 100.0 42" 37.3 86.6 1009 48" 75...... 9 _ 100.0 _. 80.2 54" 44.6 67.4 83.2 24" 84.5 100.0 100.0 30" 87.6 100.0 100.0 38" 108" 88.4 89.6 100.0 42" 48.3 78.8 100.0 48" 42.3 87.2 93.5 24" 71,9 100.0 100.0 30" 57.6 91.4 100.0 36" 114" 47.9 76.2 100.0 42" 41.1 65.3 95.9 48" 35.9 57.2 83.9 24" 61.6 98.0 100.0 30" 49.3 78.4 100.0 38" 120" 41.1 65.3 100.0 42" 35.2 58.0 88.9 48" 308 49.0 75.7 WIDTH (W o W1 + W2 2 INTERMEDIATE HORIZONTALS WIDTH ( W I + WZ 2 FRENCH DOCR5 SEE SEPARATE NOA W1 62 WIDTH (W) . WI 4. W2 2 SEE �DOORS MBHATE NOA WIDTH (W) 21 + 42 WIDTH (W) . W1 + W2 2 PRODUCTROVISUD as Edio8T4eD with lim Honda ade AaaopNo t � * 2. .«rr, Data 0 0 1 a 0 u 1 drawing no. W05 -31 (sheet 3of 8 1� 1 \ ` 11 � 41A �. 1 i 1 1♦ I W1 62 WIDTH (W) . WI 4. W2 2 SEE �DOORS MBHATE NOA WIDTH (W) 21 + 42 WIDTH (W) . W1 + W2 2 PRODUCTROVISUD as Edio8T4eD with lim Honda ade AaaopNo t � * 2. .«rr, Data 0 0 1 a 0 u 1 drawing no. W05 -31 (sheet 3of 8 FPA11E NEIGHI A2 143 81 82 01 ANCHOR LOAD CAPACITY - P3? EXT.( +) & WT.( -) NOMINAL DIMS. WIDtH (W) ANCHORS TYPE 'A' ANCHORS TYPE '8' ANCHORS TYPE 'C' 24' 30' 36' 42' 48' 54° 60' 68' 72' 24' 30' 38' 42' 48` 54' 60" 66" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 78° 100.0 100.0 100.0 100.0 100.0 100.0 95.6 100.0 100.0 100.0 100.0 100.0 100,0 100.0 84' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.5 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 93,5 100.0 91.4 100.0 100.0 97.6 100.0 100.0 100.0 100.0 88.7 100.0 93.5 100.0 100.0 24" 30° 36' 42' sa- w 60' 90" 100.0 100.0 96.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 98.0 100,5 100.0 100.0 100.0 97.8 100.0 100.0 100.0 100.0 96.0 100.0 100.0 86.8 100.0 85.3 100.0 100.0 91.1 100.0 98.0 100.0 100.0 24° 30' 36` 42' 48' 54" 60° 100.0 100.0 90.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 90.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 91.8 100.0 90.0 100.0 100.0 81.3 100.0 80.0 100.0 100.0 85.4 100.0 90.0 100.0 100.0 24' 30' 36" 42' 48' 54' 102' 100.0 100.0 84.7 100.0 100.0 100.0 100.0 100.0 100.0 100.0 95.7 100.0 84.7 100.0 100.0 98.4 100.0 98.8 100.0 100.0 88.1 100.0- 84.7 100.0 100.0 76.5 100.0 75.3 100.0 100.0 24' 30° 38° 42° 48` 108" 100.0 100.0 80.0 100.0 100.0 100.0 100.0 98.0 100.0 100.0 80.4 100.0 80.0 100.0 100.0 93.0 100.0 91.4 100.0 100.0 81.3 100.0 80.0 100.0 100.0 24" 30' 38° 42' 48' 114' 100.0 100.0 100.0 100.0 85.8 100.0 75.8 90.9 75.8 100.0 100.0 100.0 100.0 100.0 100.0 88.1 100.0 86.8 100.0 100.0 77.1 100.0 75.8 100.0 100.0 24' 30' 38' 42' 48° 120° 97.8 100.0 72.0 100A 100.0 97.6 100.0 86.4 100.0 100.0 81.3 100.0 72.0 100,5 100.0 83.7 100.0 62.3 100.0 100.0 73.2 97.6 72.0 100.0 100.0 12° INTERMEONTE HORIZONTALS 112. 88 ANCHORS YYPRP: SEE SHEET 5 FOR DESCRIPTION A2 m (2) ANCHORS TYPE 'A' AT EACH SIDE OF MULLION A3 (3) ANCHORS TYPE 'A' AT EACH SIDE OF MULLION 81 (1) ANCHOR TYPE '8' AT EACH SIDE OF MULLION 82 m (2) ANCHORS TYPE '8 AT EACH SIDE OF MUWON CI m (1) ANCHOR TYPE 'C' AT EACH SIDE 05 MULLION ALL OTHER ANCHORS TO 8E SPACED AS PER ELEVATION. 98 WIDTH (W) ' WI + W2 2 WIDTH (W) . WIDTH (W 001 + a 002 2 FRENCH DOORS SEE SEPARATE ROA +8P ° I � ( �. it l - -J J 18R 001 002 WIDTH (W) a Wt + 002 2 WIDTH (W) 2' + PRODUCT RHYMED as 0 calapIy1A8 with dm P*nrMa 13486318 Coda A444pMO4e No 1 1t{- 1 II t 1 iii 1 I—L dtd "L 11 II I iL a RS III METAL STRUCTURE SEE SEPARATE IMPACT DOOR NOA FOR DOOR RATING AND DETAILS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR SP .« NO WOOD BUCKS ANO METAL STRUCTURES NOT BY CRAWFORD TRACEY MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS( SEE ELEV. FOR SPACINO TYPE 'A'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu.177 KSI, Fy.I55 KSI) INTO 28Y W000 BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu T7 KSI, Fy -158 KSI) DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" e T KS OR SF•1 F DR tN SCR (ORADE 8 CRS) INTO METAL STRUCTURES STEEL : 1/8 ". MIN. (Fy d 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'V— 11212aLlagLoisima INTO CONCRETE AND MASONRY a 2 -1/2" MIN. INTO W000 STRUCTURE 1" MIN. INTO METAL STRUCTURE m 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS re m 3000 P51 MIN. C -90 HOLLOW /FILLEI) BLOCK AT JAMBS /'m .. 2000 PSI MIN, SEALANTS; AU. FRAME JO NTS'ON EXTERIOR TO BE SEALED WITH DOW CORNING 785 SILICONE SEALANT. tor kteitee tist Y 705Q2 PRODUCT REVISED m O eontpIyinprith es Coio A wapmaeo No 7GV�f °' E 1 drowing no. W05 -31 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4" Max. 0 TYPICAL ANCHORS SEC (moms — FOR SPACING I/4. MAX. SH31 s, I I/4" MAX. GAP 1/4. MAX. FULL LENGTH REINFORCING OPTIONAL SEE CHARTS ON SHEETS 3 FOR CAPACITY ■:_-1 UGHT REINFORCING GAP ruu. LENGTH REINFORCING OPTIONAL SEE CHARTS ON SHEETS 3 FOR CAPACITY ®HEAVY REINFORCING D.L. GPO. D.L. OPG. OPG. O.L. OPG FROM= REVISED as coniplylogavith dm Florida auDdleg Cods AccaptutroNo it J TYPICAL ANCHORS r 0.C. 2 PER CUP 0 LOAN-DADE COUNTY APPROVED _IMPACT RESSMIT DOOR /SEE SEPARATE NOA FOR DOOR RATING AND DETAILS W2 MAI.11.0ADE COUNTY APPROVED IMPACT RESISTANT DOOR (-2) / irT. SEE SEPARATE NOA FOR DOOR RATINI3 AND DETAILS 11 I[ N II 1 111 I- r 1 rn III r d- 1 1 , It 1A- I 1 -, 1 L .1 LI. ...11_.... —.I r Fri r111 , _ -411 fti2113,1"'":114-1 + • DOOR MULLION DESIGN WAIT CAPACITY - PSF t-..: V*;...• WIDTH-WI INCHES MAX. -,;::::::`,"-....:.---..:7' , 6 • N... % % '■ ■ A .°. 4 86 90 84 W2 MAI.11.0ADE COUNTY APPROVED IMPACT RESISTANT DOOR (-2) / irT. SEE SEPARATE NOA FOR DOOR RATINI3 AND DETAILS 11 I[ N II 1 111 I- r 1 rn III r d- 1 1 , It 1A- I 1 -, 1 L .1 LI. ...11_.... —.I r Fri r111 , _ -411 fti2113,1"'":114-1 + • DOOR MULLION DESIGN WAIT CAPACITY - PSF FRAME HEICHT-B INCHES MAX. DOOR IIEICHT-A INCHES MAX. WIDTH-WI INCHES MAX. ITIDT11-1I2 INCHES MAX. EXT (4) INT. (-) 120 86 90 84 36 72 70.1 68.1 62.0 114 98 90 42 72 80.0 88.5 108 98 90 48 72 80.0 60.0 102 96 90 54 72 80.0 80.0 DOOR MULLION R1STALLATION CLIP 1 x 5 X 3/16 ALUM ANGLE TYPICAL ANCHORS SEE ELEVATIONS FOR SPAWNO I/4. MAX. SHIM 4 , ..... .• Cn94: Ainr•Olod?,. Ft& (20.592' ID thiM z 81,1 PRODUCFREVISFD As compIOng w5hth9lozda BuRdAs Cada AcpwXmoo No 0 = Duo 2 A A 1 1.• t droving no. W05-31 (sheet 7 of 8) 3.085 —ry .725 2.815 SUB BUCK 3.334 .759 1.875 1 I 1.370 •7251�1.500�� SETTING PIECE Q0) INSUL. LAM. GLASS 250 L .427 .110 .236 SCAE 1:1 INT. GLAZING SPACER L.--1.542_—.1 .851 L FRAME HEAD /SILL 1.750 1,043 r L17737 737 L1.523 -.J SNAP -IN COVER 3.333 3.500 FRAME HORIZONTAL 3.363 1.750 -^-y FRAME JAMB 7.542 10 FEMALE MULLION Q MALE MULLION ITEM NO. PART NU BIM QUANTITY 1 84480d1 As RECD, 2 144P178 AS REND. 5 144.1178 AS REND. 6 1448342 AS REOD. 7 1448111■ AS RE00. B 14481113 AS 1E00. 9 T44U119 AS RECO. 10 170 -116 AS RE00. 11 10932 AS RECD. 72 2/ UTE 13 983 - 14 - AS IECD. 15 AS RE00. 18 114 X 1 -1/4' AS RE00. 17 AS RE00. 18 AS RE00. 18 110 X 1' AS RE00, DEsCRIPTION MATERIAL MANF, /SUPPUER /REMARKS SUB BIX2C FRAME NEA0 /511 FRAME JAMS 6105-75 6083 -T6 6083 -T6 HGUZONTAI 6083 -76 FEMALE MIALM 6063 -06 MALE MILLION 8083 -06 SNAP -91 COYER 6083 -06 4" LONG SETTING PIECE (1NSA. UM. PAW 6105 -05 AT 1/4 POINTS INTERIOR GAZING SPACER POLYPROPYLENE DUROMETER 8100 SHORE A SETTING 81.0CK (1/8" X 1 -3/16" X 4" LONG) G02U70 COMPOUND EPOM SILICONE DURGIETER 175 SHORE A DON CORNING STEEL BAR, FULL LENGTH A36 STEEL I" X 3° REINFORCING TUB, FULL LENGTH A36 STEEL 1 X 3 X 11 GA. FRAME ASSEMBLY SCREWS ST. STEEL RH, SMS FILLER CHANNEL, 8083 -TB 13/18 X 1 -1/2 X 13/18 X 1/8 FIRER CHANNEL 6063 -T6 11/18 X 1 -1/4 X 11/16 X 1 /6" IU.ER CHANNEL SCREWS ST. STEEL A7 14" O.C. FRAME TOP /BOTTOM CORNER FRAME HORIZA(J'TALCORNER I CAN. 3336 2 28 2011 60a z 4 (e 8 as 111 PRODUCT RUVISED meo A ,mithIMForida aundlng Coda .*776 O, =1,7056.4 o16 6 drawing no. W05 -31 sheet Bof B, t NO IDESIGN OCT MaTigWq u a 2011 u SUBMITTAL IDENTIFICATIO SHEET To be completed by ContractorICM Project Name /Address /Number Barry University Residence Hall 11300 NE 2nd Ave Miami Shores, FL 33161 Cannon Design Project No. 03617.00 Gamer Barry University Architect / Engineer Cannon Design Submitted By Charlie Arndall Contractor f CM Submittal No. 000066 Drawing / Detail Reference A1004 To be completed by Reviewer Cannon Design Submittal Number and Received Date ived on: Submittal# 12, 2011 0 8000-002 NNO k1 DESIGN Cannon Design Submittal No. DS gtD - b�Y Manufacturer / Supplier Crawford Tracey Priority ❑ Critical Specification Section/ Paragraph 08 80 00 - Glazing item /Product ID Shop Drawings Required Date: August 23, 2011 Remarks or Deviations C. Arndall CoMrectorlCM Certification (submittals not certified will be returned without reviovq August 11, 2011 Reviewed by Date Requirnts for Submission to Cannon Design Shop Drawings: Product Data Samples: 0 A. No Exceptions Taken No further review of submittal is required. 8. Make Correction Noted Incorporate corrections in work; resubmission is not required unless otherwise noted. ❑ C. Revise and Resubmit Revise as noted, and resubmit for further review. ❑ D. Rejected Submittal not In compliance with Contract Documents, ❑ E. For Record Only Received for record purposes only. REM OW b for conformance with the design concept of this project and for general compliance with contract documents. Contractor is responsible tor quantities, dimensions and compliance with contract documents and for Information that pertains to fabrication processes, construction techniques and coordination of this work with all trades which will be affected thereby. This review is null and void If submittal deviates from contract documents and does not indcale or note deviations. •ov+z1Nty MOM K— SESJEs MAWIIN 3 is hiss $Nis • S�wT IN SEl1RAT E sul�w Ira(, NE Comments • ttics-rp coR& Crt6INt To G LASS SL4&Et J%.E aN CoVEr■ • ADi GL,4ss Fo Q Doog. S4 • NOTE GLASS s C22 RA terg 1149 • S -1 ELi M(Na-ttac+rt "T H a v e s o t , . k pa • ts• I I Reviewed by Date