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11-586 (4)I I It 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 t` - Fr -vrNK g a r oPv % Orswi 4- Permit No. PIWITT. APPLICATION Master Permit No. 11 -586 FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): Barry University Phone#: 305 -899 -3050 Address: 11300 NE 2nd Avenue City: Miami Shores State: Florida Zip: 33316 Tenant/Lessee Name: Same Phone#: Email: bedwards @mail.barry.edu JOB ADDRESS: 11300 NE 2nd Avenue City: Miami Shores Folio/Parcel #: 1121360000040 County: Miami Dade Zip: 33161 Is the Building Historically Designated: Yes NO X Flood Zone: CONTRACTOR: Company Name: Moss & Associates, LLC Phone #: 954 - 769 -8107 Address: 2101 N. Andrews Avenue, Suite 300 City: Fort Lauderdale Qualifier Name: Cheryl Lynn Werner State: Florida Zip: 33311 Phone #: 954- 769 -8107 State Certification or Registration #: CGC 1506887 Certificate of Competency #: Contact Phone #: 954 - 769 -8107 Email Address: swerner @mossemail.com DESIGNER: Architect/Engineer: Cannon Design Phone#: 703 - 907 -2322 Value of Work for this Permit: $ 13,800,000 Square/Linear Footage of Work: 72.000 Type of Work: ❑Addition ❑Alteration pratwlti� ❑New ❑Repair/Replace ❑Demolition Description of Work: L:-`ILT.f,Or 0,,tcJrvy - !julydrit, ( 5h0/2 Ptak, f ,35 — W est **** ******** *** **** *** *+a********* **x * ** Fees**** *** ****w ******+ x************w**** ******** Submittal Fee $ Permit Fee $ L// yCD CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ I N,v. 7 CC,/ 12,-A 4? JO ' 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 A}'1 ±'IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved i a reinspection fee will be charged. AlAes Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this /" The foregoing instrument was acknowledged before me this 3 day of /VzZ , 20 // , by /), 8 '- 'r= la�lu�.a.�d5 , day of .. r ! /, ig , 20 a by who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. raj mad., wbo is personally known to me or who has produced NOTARY PUBLIC: Sign: e`' +�/f�. Print: My Commission Expire Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: /AL J ' L/.�.1. Ih'4 My Commissio % Notary Public - State of Florida • My Comm. Expires Jul 6, 2014 _• �� to �, �� moo, Commission Ar DD 972411 %,;; f• to** Bonded Through National Notary Assn. * ;* • *..* Zoning Clerk CANNONDESIGN SUBMITTAL IDENTIFICATION SHEET To be completed by Contractor/CM Protect 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 Bostic Steel Contractor / CM Submittal No. 000033 Drawing / Detail Reference A0507 Manufacturer / Supplier Bostic Steel Priority: ❑ Critical 057300 -002 Cannon Design Submittal No. Specification Section/ Paragraph 05 73 00 - Decorative Metal Item / Product ID East & West Balcony Rail Required Date: December 28, 2011 Remarks or Deviations Final shop drawings with calculations Contractor / CM Certification (submittals not Certified will be returned without review) CONSTRUCTION MANAGER MOSS & ASSOCIATES, LLC Et/¢y University Residents Halt— Job No. 2010023 Submittal. No. 000033 ® Reviewed Reviewed as Noted 0 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 comract documents. $y: C . Arndall lost.: 12/28/11 C. Arndall To be completed by Reviewer Cannon Design Submittal Number and Received Date Received On: Jan. 3, 2012 Submittal# 057300 -002 Cannon Design Requirements for Submission to Cannon Design Shop Drawings: Product Data: Samples: xA 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 this project and for general compliance with contract documents. Contractor is responsible for quantifies, 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 wit be affected thereby. This review is null and void if submittal deviates from contract documents and does not indicate or note deviations. AIE Comments January 4, 2012 P. Mendola 01.03.12 Reviewed by Date Reviewed by Date D8/08 MC)SS Moss 8, Associates, LLC 2101 N Andrews Avenue 300 Ft Lauderdale FL 33311 TRANSMITTAL No 000222 PROJECT: Barry University Residence Hall TO: Cannon Design 1100 Wilson Blvd. Suite 2900 Arlington VA 22209 ATTN: Peter Mendola DATE: 12/28/2011 RE: Decorative Metal Railings Shop Drawings & Product Data JOB: 2010023 WE ARE SENDING: Shop Drawings Letter Prints Change Order Plans 11 Samples Specifications Other. Calculations SUBMITTED FOR: Q Approval Your Use As Requested Review and Comment SENT VIA: nAttached Separate Cover ACTION TAKEN: Approved as Submitted Approved as Noted Retumed After Loan Resubmit n Submit Retumed n Retumed for Corrections Due Date: 10/12/2011 Other. Line Item Package Code Rev. Qty Date Description Status 1 Submittal Pages included in this submittal: . E7 . Cover page - Calcs . 1 - Calcs . 2 - Calcs . 3 - Calcs . 4 - Calcs . 5 - Calcs . 6 - Calcs 000033 REMARKS: Final shop drawings with calculations CC: Johnson Structural Group, Inc., Mark Johnson Cannon Design, Nikoll Johnson 3 1 12/28/2011 Decorative Metal Railings Shop Reviewed by GC Drawings & Product Data Reviewed and Approved Connections 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, confrrnting 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. Nlark Johnson, P.E., SECB Signed: Charlie Amdall BARRY UNIV RESIDENCE HALL MIAMI, FLORIDA DESIGN CALCULATIONS GUARDRAILS DRAWINGS E7 AND D7 FABRICATOR BOSTIC STEEL 7740 NW 34TH STREET MIAMI, FL 33122 PHONE (305) 592 - 727®64 sssk,, i r E \ ®a 39142 t" `a it °7 t 731 PE 39142 cam kJ (-6 SPUTO AND LAMMERT ENGINEERING, LLC STRUCTURAL ENGINEERS 10 SW 1st AVENUE, GAINESVILLE, FLORIDA 32601 (352) 378 -0448 CA 6855 SPUTO AND LAMMERT ENGINEERING, LLC STRUCTURAL ENGINEERS 10 SW 1ST AVENUE, GAINESVILLE, FL 32601 PHONE: 352 -378 -0448 FAX: 352- 373 -1331 E -MAIL: sputoandlammert@mindspring.com GUARDRAIL DESIGN CRITERIA CODES: 2007 Florida Building Code - High Velocity Hurricane Zone (FB.0 -HVHZ) (High velocity hurricane zone is defined as Dade and Broward Counties in the FBC) REFERENCES: Pipe Railing Systems Manual Including Round Tube, 3rd ed. (PRSM) Metal Stairs Manual, 5th ed. (MSM) GUARDRAIL LOADINGS: FBC -HVHZ =' 'LC1 50 plf on railing LC2 200 pound point loading on railing LC3 ,25 psf loading on infill NOTE: This design is also compliant with the 2004 Florida Building Code PIPE RAILING POST DESIGN WITH OPTIONAL STIFFENER POST MATERIAL: STIFFENER MATERIAL: LOAD HEIGHT = AVERAGE SPAN = POINT LOAD CASE POINT LOAD #1 = POINT LOAD #2 = CR = END POST S= I= Fb allow = Load % = Sx = Ix = Fb allow = Load % = INCHES AV INCHES Avg spacing POUNDS POUNDS 0.60 FOR END POSTS 0.43 FOR INTERMEDIATE POSTS M = P *H *CR = Post fb = M/S = Stiffener fb = M/S INTERMEDIATE POST M = P *H *CR = Post fb = M/S = Stiffener fb = M/S UNIFORM LOAD CASE UNIFORM LOAD #1 = UNIFORM LOAD #2 = CR = END POST INTERMEDIATE POST M = P *H *CR = Post fb = M/S = Stiffener fb = M/S M = P *H *CR = Post fb = M/S = Stiffener fb = M/S 1.00 5037 IN-# 7957 PSI OK 0 PSI OK 3603 IN-# 5693 PSI OK 0 PSI OK PLF PLF FOR END POSTS 1.00 FOR INTERIOR POSTS 2975 IN-# 4700 PSI 0 PSI 5950 IN-# 9400 PSI 0 PSI OK OK OK OK 100.00% 0.00% IN ^3 IN "4 PSI INA3 INA4 PSI * = If no stiffener, insert 0 Pf 0.599608 0.428976 PIPE RAILING GUARDRAIL DESIGN SECTION: MATERIAL: ALLOWABLE Fb = POINT LOAD CASE POINT LOAD #1 = POINT LOAD #2 = SINGLE SPAN M =PU4 = fb = M /Sx = fb = M /Sy = 714/0 OR MORE SPANS M =PU5= fb = M /Sx = fb = M /Sy = UNIFORM LOAD CASE UNIFORM LOAD #1 = UNIFORM LOAD #2 = ONE OR 714/0 SPANS M = WL ^2/8 fb = M /Sx = fb = M /Sy = THREE OR MORE SPANS M = WL ^2/9.5 = fb = M /Sx = fb = M /Sy = Sx = Sy = SPAN = PSI IN ^3 (VERT) IN ^3 (HORO) INCHES POUNDS (EITHER DIRECTION, NOT CONCURRENT) POUNDS (EITHER DIRECTION, NOT CONCURRENT) 2650 IN4 8632 PSI (VERT) OK 4186 PSI (HORO) OK 1927 IN4 6278 PSI (VERT) OK 3045 PSI (HORO) OK PLF (EITHER DIRECTION, NOT CONCURRENT) PLF (EITHER DIRECTION, NOT CONCURRENT) 1463 IN4 4766 PSI (VERT) OK 2311 PSI (HORO) OK 1232 IN4 4013 PSI (VERT) OK 1946 PSI (HORO) OK Imbedded Post Bearing Stress Post Size Tube 1 x 3 Design Moment 714}; in - # Load Height L 4 in Equiv Horo. Load LB, PD Post Width B 1 in Imbedment Depth D in Core Drill Depth M in A = 1.974549 M* (M + 3 *L) /( 3 *(M +2 *L)) P2 = 2713.968 PD *(3L +M- A) /(2M) f2 = 2748.951 psi 2 *P2 /(AB) f1 = 2833.739 psi F2 *(M -A) /A High Strenght Grout 80th; psi Load Factor Allowable Bearing on Grout 3600 OK psi (0.45fc) Grout Hole Width B in Grout Hole Depth D x; 4`' in Post Embedment M in A = 1.969697 M* (M + 3 *L) /( 3 *(M +2 *L)) P2 = 2720.644 PD *(3L +M- A) /(2M) f2 = 920.8333 psi 2 *P2 /(AB) Slab Concrete Strength psi Load Factor Allowable Bearing on Slab 1350 psi (0.45fc) OK Open Lattice Structure Wind Pressure Calculations ASCE 7-05 V= Exposure H= I= Kz= Kzt = Kd = q= Solid Ratio Cf = G= Pressure on member Pressure on gross area mph feet Table 6 -1 Table 6 -3 Table 6-4 41.7 psf Eq 6 -15 Figure 6 -22 Section 6.5.8 66.8 psf Eq 6 -25 31.9 psf Pullout Strength of Self Drilling Screws in Aluminum t2 = TN 0 120 i inches Thickness of sheet NOT in contact with screw head Gage Thickness Mils 22 0.0283 27 20 0.0346 . .33 18 0.0451 43 16 0.0566 54 T1 = 240 pounds #14-14 Screw Allowable Pullout per screw 14 0.0713 68 T1 = 210 pounds #12-14 Screw Allowable Pullout per screw 12 0.1017 97 ,.•...- T1 = 306 pounds #10 Screw Allowable pullout per screw ... 0 Major Minor Screws Diameter Diameter #8 0.164 0.1248 #10 0.190 0.1379 #12 0.216 0.1639 #14 0.250 0.1876 TABLE 1—ALLOWABLE PULLOUT VALUES FOR DRIL-FLEX AND KWIK-FLEX FASTENERS' SCREW TYPE SCREW SIZE DRILL POINT TYPE DRILL CAP.2 (inch) PULLOUT (pounds) STEEL GAGE3 OR THICKNESS (inch} ALUM 6063-T5, THICKNESS (inch) No. 18 No. 16 No. 14 No. 12 'fa 34, 14 5/16 sis 112 114 34 Self-drill 10-16 3 0.150 158 200 254 638 677 - - - - - 306 - - 12-14 3 0.187 158 210 284 460 620 1159 - - - - 210 914 - 11414 3 0.187 159 212 274 480 740 1015 - - - - 240 969 -11-20 4 0.312 206 260 550 765 1045 1215 1275 - - 230 700 1473 61 -24 le 4 0.312 859 1829 1690 1936 2182 - 417 1027 - Self-tap 5/ ,„,-244 - - - - - 760 932 1729 1931 2662 3422 3421 308 802 - or 5I 1 IflCfl = 2i.4 min, 1 pound = 4.448 N 'Steel members shall conform to ASTM A 36_ Aluminum members shall be 6063-T5 aluminum alloy. 271-ie MaXiMUM drill capacity is the maximum metal thickness the fastener can self-drill and self-tap_ 3The base-metal thickness of No. 12 gage steel is 0.105 inch, of No 14 gage steel is 0.075 Inch of No. 16 gage steel is 0.060 inch and of No. 18 gage steel is 0.048 inch. 4For self-tap fasteners, use 0.2943-inch predrilled holes through members.