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CC-06-2526,D)MVMEV'En OCT 1 0 2006 d) BY: BUILDING 1 16 I Q PERMIT APPLICATION kiCki . C)' Master Permit No.CC.0 6 FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) f Y CD n • Phone # Owner's Address 1130o ►' �'�� A4n�me i City M I N9/71 o Sr et S` State Tenant/Lessee Name 31 6� + ail vas, r) Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 7 7 . teTti■tMnil C,01 5-k Contractor's Address 2i\° 0 pew gIvk City C-0(Nk (Pay, State , Zip � i3 G13 Qualifier Name V, all l er: sg Phone # 0S Lf 43 e State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 65 0 0 Square / Linear Footage Of Work: D ®® Type of Work: ['Addition ['Alteration [New ❑ Repair/Replace ❑ Demolition Describe Work: ******* * * ***** * *** * * * * * * * * * ** * * * * * * * ** F ***** * * * * * * * * * * * * * * * * *** * * * * * * * * **** Submittal Fee $ Permit Fee $ ; 1) (� CCF $ 50 l� °CO /CC Notary $ Training/Education Fee $ 0 .00 Technology Fee $ 51-30 1 -30 Scanning $ 6 7 n ° Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 40 • °`D 4. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. C. -- 232k, Electrical Plumbing Mechanical Roofing 37-0 %4\J ki Zip 3 3 i Phone # 2 j for — ST9' 3 o 7 Phone # l 4 O U I CDC., OPSTIC J uL P,e G v'i 12.0 Total Fee Now Due 4 Sri . J0 See Reverse side -* 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 and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Print Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) /3 /07 tflAllarAt r tt__'' Plans Examiner fr — LL Engineer Zoning PZ06 -0420 - 05 Property Address: 400 NW 115 St. Applicant: Barry University Address: 11300 NE 2 " Ave. Miami Shores FL 33037 DEVELOPMENT ORDER Whereas, the applicant Barry University (Owner) has filed an application for site plan review before the Planning and Zoning Board on the above property. The applicant sought approval as follows: Site Plan Review, Sec. 600, for Medical Sciences Building. Whereas, a public hearing was held on April 20, 2006 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Adequate landscaping to be provided at completion of Phase I and include two street trees per each 75 feet of street frontage. Frontage to include existing parking lot at NW 115 Street and NW 2 " Avenue; 2) Provide adequate sidewalk in front of proposed Medical Sciences Building that will connect the building to parking at NW 5 Avenue location and the rest of Barry University Campus; 3) Provide adequate landscape buffer along entire length of NW 115 Street with appropriate planting. 4) Provide adequate lighting that meets minimum Code requirements on eastern existing parking lot and the on the parking lot west of NW 5 Avenue. Page 1 of 2 5) Barry University to finalize, execute and record all required covenants. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 20th day of April, 2006 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Ulmer Yes Mr. Reese Yes Mr. Sastre Yes Chairman Fernandez Yes Date Chairman, Planning and Zoning Board Page 2 of 2 . • ••• • • • • •• •• ••• • • • • • • • •• • • M.A. SUAREZ & ASSOCIAT�d, .• _ENS.• ; • 4869 SW 75th Avenue Miami, FL 33155 Tel: 305.260.0363 Fax: 3O56�64 •: .' • •• • • • • . • • e -mail: mas_eng@bellsoigth.r=et. • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • BARRY UNIVERSITY = SOMS• • • • • 140 NW 115 STREET MIAMI SHORES, FL STRUCTURAL CALCULATIONS MAS JOB NO. 0416 Mario A. Suarez, P.E. 25414 OL)A) DATb . WI-Oil Friday, September 8, 2006 :, 9002 0 1 130 IN lnaum©ml 7 06'e Wor- ver tWa PRODUCT2D4-1 (Skiefe Sheets) 205-1 padded) M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 • .00 4.00 . • g o 0 1 JOB • • • • • • • • • • 1 • • • • • • SHEET NO I • • • • • • OF • • • • • • • • • • • • • • • • • • • • CALCULATED BY DATE CHECKED B' • • • • DARE • • • • • • • • • 111 • SCALE • • • • • • • • • • • • • • 0 • • • • • 0 • • • • 00 • • • • • • •• • • • • 1 • • • •• • 0 • os • _0 •• S. • • • • • • • 1 4 4,111•7,.. 0 • • • • • • • • 1, 01 of . 4 1.1-4 1 PRODUCT 204-1 (MO Sheets) MI (Fliddad) M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 2- " t . ( 2-- 0 1 4 1 4 JOB .I t k r 2 TP• 4:1 thkflkiLiCAN • • • • • . • E • • • • • • • • • • • •••• • • . SHEET NO • • • • 4 • 11 „ • • • • •• • • • • • • • CALCULATED BY DATE CHECKED BY* • • • [WE • • • • • • • • • • • • • • • • • SCALE • • • • • • • • • • • • • 1 • 1 I • • It • • • • • • * —to * •• • • • • • • • • i• • • • • • • is a ••••3• •• • • • • • • • 4 4 •• •• • •• • • • •••• ••• • • 1 WIND LOADS WALL AREA 4 5 GCp ( +) 0.728 0.728 GCp ( -) -0.818 -0.917 PRESSURE (psf) 54.3 54.3 SUCTION (psf) -59.7 -65.6 CUSTOMER : 'B NUMBER : ASCRIPTION : JSA GROUP, INC. • 13465 SW 91 TERR. MIAMI, FL 331P•; (01);!(8; $31 Copyright 2000 by Tondelli Engineering', P «A: :nrQpa; Florida * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADTJ�Nf • * * •• ••• •• • • • • WIND VELOCITY = 146 MPH •• • • • • • ••• ••• EXPOSURE CATEGORY = C BUILDING CATEGORY = 3 IMPORTANCE FACTOR = 1.15 Kzt = 1.00 ROOF SLOPE = 0.25 : 12 (1.19 DEG) TRIBUTARY AREA = 120.0 FT2 MEAN ROOF HEIGHT = 26.0 FT DISTANCE, Z = 26.0 FT \S' Kh = 0.953 Kz = 0.953 a 4 b •• •• •'. .DATE• 11/18/2004 • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • WIAA . 59,1 & 41 qh = 59.8 PSF qz = 59.8 PSF P = qh [ (GCp) - (GCpi) ] GCpi = ± 0.18 BUILDING WIDTH = 60.0 FT CORNER DISTANCE, a = 6.0 FT Ti) specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev: 580000 User. KW -0603515, Ver 5.8.0, 1-Dec-2003 (c 1983 -2003 ENERCALC Engineering Software Description General Information Steel Section TS4X4X1 /2 Column Height 10.000 ft End Fixity Pin -Pin Live & Short Term Loads Combined Axial Load... Dead Load Live Load Short Term Load Distributed lateral Loads... Along Y -Y Along X-X Allowable & Actual Stresses Fa : Allowable fa : Actual Fb:xx : Allow [F1-6] Fb:xx : Allow [F1 -7] & [F1-8] fb : xx Actual Fb:yy : Allow [F1-6] Fb:yy : Allow [F1 -7] & [F1-8] fb : yy Actual 45.80 k 15.00 k k DL Scope : • • • •• • • •• Steel Column : ; ; • Fy Duration Factor Elastic Modulus X-X Unbraced Y -Y Unbraced Dead 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Title: • • .; •••• • ••. • •• .• ••• Job ft • Dsgnr: • • • • • • • Data: 2944PM, 18 NOV 04 Description : • • • . • • , • ; • • ••• • • • • ••• •. • • • •• ••• •• Code Ref.+ CIS �h AS , . , 2t)93 IBC, 2003 NFPA 5000 46.00' itsi • • • X4C Sidesway! • Restrained 1.330 Y -Y Sidesway : Restrained 29,000.00 ksi 10.000 ft 10.000 It Kxx Kyy Ecc. for X-X Axis Moments Ecc. for Y -Y Axis Moments ST 0.657 k/ft k/ft Summary Steel Section Capacities ... .85 *Pn Factored Load Combinations . .. AISC H1 -1 a & b : (Pu / AphiPn) + B *(Mu /phiMn) <= 1.0 If Pu/phiPn > 0.2, A =1, B = 8/9; If Pu/phiPn < 0.2, A = 2, B =1 Stresses (1) 1.40 Pu = 64.120 k (2) 1.2D + 1.6L .. . Pu = 78.960 k (3) 1.20 +1.6L +0.8W. Pu = 78.960 k (4) 1.20 + 0.5L + 1.3W ... Pu = 62.460 k 157.056 k Mu -x = 8.212 k -ft Mu -y = 0.000 Mu -x = 8.212 k -ft Mu-y = 0.000 Mu -x = 8.212 k -ft Mu -y = 0.000 Mu -x = 10.676 k -ft Mu-y = 0.000 0.9 *Mn -x: 0.9 *Mn -y: Column Design OK 27.512 k -ft 27.669 Eq. H1 Results = 0.674: Eq. H1 Results = 0.768: 1.0 Eq. H1 Results = 0.768: 1.0 Eq. H1 Results = 0.743: 1.0 DI- + LL DL + Short 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.000 in 0.000 in Start -> 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 1.000 1.000 End ft ft To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev: 580000 User. KW- 0603515, Ver 5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software Area Rt Title • •• '•' • .•. • •. ";' Jobe Dsgnr. • • • • • • • . Deb: 2:44PM, 18 NOV 04 Description : • • ••• • • • • • • • • • • ••• • • • • ••• Scope : Ryy 1.390 in Section Type = TS- Square • Steel Column: • • • • • • • •• • • • • • • • • • • • • Section Properties Depth 4.000 in Weight 21.60 #/ft • • Values for tIMII D'etsign.... Thickness 0.500 in hoc 12.300 in4 J 21.800 in4 W Idtit 4.000 in Iyy 12.300 in4 0.00 Sxx 6.130 in3 Zx 8.020 in3 6.36 in2 Syy 6.130 in3 Zy 8.020 in3 2.000 in Rxx 1.390 in 0.000 M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443 -0691 PRODUCT 204-1 (Sgle Meals) 29-1 (Padded) t 41/44,1 �. L.. 'tee JOB Jr!: J�VF 4 • f° J' 1 . .. . .... SHEET NO � � • OF 45 CALCULATED BY DATE CHECKED BY • • • • DA1• •• • • •• • • • • • • • • • • • • • • • • • • • • • SCALE ••• O 0 •• • • 9.....• • ••• • i • •• i • ••• • • Sr • • • • • .• • ••• •• r .......... • • •• • 1 ••• ' •• •• • •• 1. • M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 PRODUCT204-1 (S IngleSke0s)265-1 (Padded) JOB ' ):11 • • • • • • • • : : O • 4 a 5 CALCULATED BY ).. • • • • • DATE • SHEET NO. CHECKED BY DAV. • • • • • • • • • • • • • • • • • • SCALE • • • • • • • • • • • 10 • • 1 • • • i• • • • 0 • # • • • • it • • •• • 0111 •41• '40 • • • • • ; II: • • • * • • i• • IL4:4 i • * .1 , .... • • • • •• •4 .....4 ■•■•••1‘. SAP2000 SAP2000 v7.10 - File:BARRY BEAM - Frame Span Loads (DL) - Kip-ft Units • • ••• • • • 1 4149/04 16:2009 •• •• • • • • . •• .. • . • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • 5 • ••• • • • •• • •• • • • •• • 5 i • • • • • •• • • • 5£ :OZ :96 f,0 /61t01. • $4lufl ul-d5{ - (96-g LE I3v) 6upolulaj leulp - VJV38 A1:11:1VB :alld - 0VLA 000ZdvS • • . • • OOOZOIS M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 &- PRODUCT 204 (Slirple Reels) 285-1 (Patted) ‘.‘ ■•••■•,. 2.10 4 4 JOB _0AI -124 1 70 • 0 /44 1 4,/ • 4 6 6 i 4 i 71.0/ • • *so • • •• •• • • • • • • • • SHEET NO. • • • • • IF • • • • • • CALCULATED BY • 0 14 0. DATE 1/A4eber CHECKED BY • • • • • DATg • • • • • • • • • 1 • • • 111 • • SCALE • • . . a • . • • • • • • • IF 1. •• • • • • • • • • • • • • • • • ••• • • 111 " • • • • 1 •• • • • ••• •• • • O • • • • • • • •• • ••• • 1 • :a 4 M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443 -0691 PRODUCT 2134- 1(Shg12 MBAS} 265.1 (Padded) JOB ��/ 1� • • • • • • •• •• • • • • • • • • SHEET NO - • • • • • • • • • dv • . • •. • • ••• CALCULATED BY �. DATE SCALE CHECKED BY • • • • •• • • •• • • • • • • • • • • • • • • • i S • • • • x • • ••• • • • • • • • ; • ;• •• .i • DAT% • • • • • • • • • • • • •• • • ..•. ... •_• • • • • •0 • • • •• • • • ...... 0 ...... • • • ' • • • • •s• i• 3 LL M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443 -0691 LI PR DU -t Sb ) 15- JOB 1I/ SHEET NO ��� F7 ! • • • • • CALCULATED BY CHECKED BY • • • •• • • •• • • SCALE • • • • • • • • •• • M • I •1 • .•......• • -_• •0• ..• • • • • • • • • ••• • • • • •• • • • • • •• •: • • •: • • • i •. • • • •; • • • •s• •• izatzl • • CIF 1 Q BATE ,,/ / (2° DATE • • • • 4 ) z w7.4704 .040,27 M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443 -0691 f A� PRODUCT 2041(Single SIt s) 20.5- 1(Padde ) die A. JOB • 414- v'. , */G •• •• ; • • •• •• • SHEET NO /Y7- • • s • • • O • • • • •••• • • • 1 q CALCULATED BY • 4- • • • DATE ?,I/ ).VW CHECKED BY SCALE • • • • • •• • • •• • • • • • • • • • • • • • • • •• • • • • • • b`� 1 )4A, ZilM c .........,.5 • • •• DATE • • 4- adz'. M. A. SUAREZ & ASSOCIATES, INC. 2999 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443 -0691 PRODUCT 204.1 (SNgb his) 205-1 (Padded) �JG 3 L / yZ JOB .1' I • �,�8sdc� � • SHEET NO. 4 w °• �.. • • • • • • •: /� CALCULATED BY /P) J DATE � J (7 /Vfr CHECKED BP• •.• • .• .•• ••• D A iF ' • • • • • • • • • • • SCALE • _ • • . : ! • • • • .1 M • • • • • i • • • Ip •* • • • • • • • • • • • • • • ♦ • • •• • • ••• •• • "3 PADDUCT 204-1 (State Slot) 2054 (Padded) M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 2 - !o • • :U4:1 , • Xr JOB . 4 • • • • • .4700 v F .: : • a SHEET NO. • • • • • • • CALCULATED BY y..1 A C, DATE • • • • • DA7/8. CHECKED Bl• • • • ••• • • • • • • • • • • OOOOOO • • • • • • • • • • • • • • • • • SCALE • • • • • • • • i • • • a • • • • • al 6 • • • • • • • .6 • • • • • • • • • • di • ••0 •• 1 ••• Is • • •• • • • a • • x22.4, e fo.Z. 7.01Z72._4 - 7 • • 6 M ' •y — ' • • • • • • • • • ••• • • SHEET NO. �•--• • • • • 8 F . • .. J / /1 ) DATE � M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443 -0691 2 1u PRODUCT 207.1(Slr eSnwu)205-7(Padded) 1v 1 JOB CALCULATED BY • CHECKED B1• • • • SCALE • •'• • • • • • • • • • • • • • • • • • • • • • • DATiEsL • • • •• • • • • E/ ) M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 os PRODIICT 204-1 pep Sheels) 205-1 (Padded) Zfrt JOB _12,40KWE :1: \460 .4 • • • : • • • • •Y. • • • • • • SHEET NO. • OF • • • • CALCULATED BY • • CHECKED BY. • • • • • • • • • • SCALE • • • • .4•- • • : • • • • • • 5 • • • • •• is • • •• •• • • • • • • Ill ••• eel • • '' • • DATE • DATE• • • • • • • • • • • • • ) 4 LL PRODUCT 24-1 (S100e Sheds) 205-1 (PaddEd) M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 7 fIF VI JOB d id e? 4) SHEET NO. j 2 • • : 1 : : • • • • QF 4 7;• • • • • ••• CALCULATED BY k4A DATE /4/29"b5 • • • • CHECKED BY* • • • • • • • • DATC• • • • • • • • • • • • 000 • • • • SCALE • • • • • • • Concrete Member Information Description Span ft 5.33 7.25 19.83 7.25 5.33 Beam Width in 8.00 8.00 8.00 8.00 8.00 Beam Depth in 36.00 36.00 36.00 36.00 36.00 End Fixity Pin - Fix Fix - Fix Fix - Fix Fix - Fix Fix - Pin Reinforcing Center Area Bar Depth 0.881n2 33.00in 0.881n2 33.00in 0.881n2 33.001n 0.881n2 33.00in 0.88In2 33.0Oin Left Area Bar Depth 0.881n2 3.00in 0.881n2 3.00in 1.27In2 3.00in 0.881n2 3.00in 0.881n2 3.00in Right Area 0.88in2 0.881n2 1.27in2 0.881n2 0.881n2 Bar Depth 3.00in 3.00in 3.00in 3.00in 3.00in Loads Using Live Load This Span?? Yes Yes Yes Yes Yes Dead Load k/ft 0.560 0.560 0.560 0.560 0.560 Live Load k/ft 0.240 0.240 0.240 0.240 0.240 Point #1 DL k 21.000 24.500 21.000 LL k 4.900 5.800 4.900 @ X ft 0.000 1.420 3.420 5.800 0.000 Point #2 DL k 24.500 LL k 5.800 @ X ft 0.000 0.000 15.500 0.000 0.000 Results Beam OK Beam OK Beam OK Beam OK Beam OK To specify your title block on these five tines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Page 1 Rev: 580000 User. KW- 0803515, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description General Information Fy Pc 60,000.0 psi 3,000.0 psi @X= Mn * Phi Max @ Left End Mn * Phi Max @ Right End Mn *Phi Shear @ Left Shear () Right - u. ft k -ft k -ft k -ft k-ft kit k k Reactions & Deflections DL @ Left k LL @ Left k Total @ Left k DL @ Right k LL CO Right k Total @ Right k Max. Deflection in @X= ft Inertia : Effective In4 2.38 1.99 125.46 0.00 -39.87 - 175.12 -13.97 -4.23 125.46 125.46 177.84 125.46 125.46 -4.23 -13.66 - 177.44 -40.23 0.00 125.46 125.46 177.84 125.46 125.46 Bending OK Bending OK Bending OK Bending OK Bending OK 2.38 38.28 57.89 8.24 3.97 3.97 8.10 54.07 38.13 2.38 1.12 0.48 1.60 1.87 0.80 2.66 0.000 2.24 31,104.00 . . • • . . • • • • He: Multi -Span Concrete • • ; ••• ,A Spans Considered Continuous Over Supports ACI Dead Load Factor 1.40 Stirrup Fy 60,000.0 psi ACI Live Load Factor 13.25 1.45 125.46 20.93 5.28 26.21 4.13 1.36 5.49 -0.000 3.00 31,104.00 54.96 11.50 125.46 31.11 8.43 39.54 28.99 7.93 36.92 -0.069 10.18 9,306.80 • • ••. • • Title: ••.•• • • • • .•••. • • Job# Degnr: • • • • • • • • Date( 2 21 NOV 04 • Description : • • • • • . • • • • • • Scope : • •• • • •• ••• • • .. Code Reg VI r1$ -0n, i9e iMc, 2063 IBC, 2003 NFPA 6000 k 13.80 5.80 125.46 4.21 1.38 5.59 20.85 5.26 26.11 -0.000 4.25 31,104.00 •• • • • • 2.38 3.34 125.46 1.87 0.80 2.66 1.12 0.48 1.60 0.000 3.09 31,104.00 • ••. .• 1.70 le specify your tittle block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev: 580000 User: KW- 0603515, Ver 5.8.0, 1-Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description Shear Stirrups • • •• •• Title: • • • Dsgnr: DescrIptloli : • Scope :. • •• • • Multi -Span Concrete.eeapp • •• . • • • • • • • •• • • • • ••• • • • • • • • • •• • • • •• ••• • • •• . • • • • • .. • • • . • • . Stirrup Reber Area in2 0.220 0.220 0.220 0.220 0.220 - Spacing It Left in Not Req'd Not Req'd 8.25 Not Req'd Not Req'd Spacing .2*L in Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Sparing @ .4'L in Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Spacing © .81. in Not Req'd Not Req`d Not Req'd Not Req'd Not Req'd Spadng @ .8"L in Not Req'd Not Req'd 8.25 Not Req'd Not Req'd Sparing t•+ Right in Not Req'd Not Req'd 8.25 Not Req'd Not Req'd Location ft 0.00 0.00 0.00 0.00 0.00 Moment k -ft 0.0 -39.9 -175.1 -14.0 -4.2 Shear k 2.4 38.3 57.9 8.2 4.0 Deflection in 0.0000 0.0000 0.0000 0.0000 0.0000 • • ••• •• •• • Job • Date 2: 21 NOV 04 • • • ••• • •• • . • • ,113- ... • ...... ...... -L. M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 PRODUCT 204-1 (Strupta Shads) 2O3-1 (Padded) .1" • • • •• JOB PA€1475k: " F 1-2 .4 '114.6.21/14 • r ok SHEET NO A .Zit • • • • • .-‘• CALCULATED BY ),4 A-5 DATE 1 ) 7 • • 1/0/0 • . CHECKED BY • • • • • • . NA • • • • • . • • • . • • • • • • SCALE • • . •• ••• •• • I • • •• • • • • • • • • 0-41A. iI a • • • •• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 11 -21 - ** PCABEAM(tm) 1.01 Proprietary Software of PORTLAND C JENT•ASSN. $g .l 3:51:18 PM Licensed to: MAS, MIAMI, ST • • • • •• • • • • • • • • • • • • • ••• • • • • - )4- •• • • • •• • • • • •• • • • • • • • • • • • • • • ••• •• • • • • • •• • • • •• ••• • • • 0000000 00000 00000 00000 000000 00000 00 00 00 00 CO 00 00 00 00 00 00 00 00 000 000 00 00 00 00 00 00 00 00 00 00 00 00 0 0 00 00 00 00 00 00 00 00 00 00 00 00 0 0 00 00 00 00 0000000 00000 00000 0000000 00 0 00 0000000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00000 00 00 00000 000000 00 00 00 00 (TM) Computer program for Design and Investigation of Reinforced Concrete Continuous Beams Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the PCABEAM computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the PCABEAM program. Although PCA has endeavored to produce PCABEAM error free, the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the PCABEAM program. 11 -21 - ** PCABEAM(tm) 1.01 Proprietary Software of PORTLAND CEIHENT,ASSN. ig 2 3:51:18 PM Licensed to: MAS, MIAMI, ST •• • • •• • • .•. .•• • • • • • • • • • • •• • • • •• . • • • ••• ' • • • • • • TABLE -INP.1 GENERAL INFORMATION Project Date : 11/21/04 File Name : C: \PROGRA- 1 \PCABEAM \DATA \BARB14.BMS Engineer Beam ID : Design Code : ACI 318 -89 Run Option : Design Unit System : U.S. in -lb Moment Redistribution : Considered Infinite rigid beam - column joints in analysis : Considered TABLE -INP.2 MATERIAL PROPERTIES Beam Concrete Type Normal Weight Unit Weight , We - 150.0 ( pcf) Compressive Strength , f'c = 4.0 ( ksi) Tensile Strength , fct = 423.7 ( psi) Modulus of Rupture , fr = 474.3 ( psi) Modulus of Elasticity , Ec = 3833.8 ( ksi) Column Concrete Type : Normal Weight Unit Weight , We = Compressive Strength , f'c = Tensile Strength , fct = Modulus of Rupture , fr = Modulus of Elasticity , Ec Reinforcement : 150.0 ( pcf) 4.0 ( ksi) 423.7 ( psi) 474.3 ( psi) 3833.8 ( ksi) Yield Strength (Long.) , fy = 60.0 ( ksi) Yield Strength (Tran.) , fyv = 60.0 ( ksi) Modulus of Elasticity , Es = 29000.0 ( ksi) • • •.• • • . • • • .•. •• • • • • • • •• •'• • • • • • • ••* • • • • • ••• • • • • • •• • • • •• ••• •• • •. a .*_.•_ • • • • • Time •15 000 4: 4 7 . • • • 00 • • •-• r —* • • • • • * *se 00 11 -21 - ** PCABEAM(tm) 1.01 Proprietary Software of PORTLAND C iENT•ASSN. )g 3 • •• 3:51:18 PM Licensed to: MAS, MIAMI, ST • •• • • • • • • • • • • • • • • •• 00• • •• ••• • • • • • • NUMBER OF SPANS : 3 SPAN TOTAL MINIMUM NUM LENGTH DEPTH (ft) (in) 1 1.50 .75 2 45.00 25.71 3 1.50 .75 TABLE -INP.3 COLUMN STIFFNESS NUMBER FACTOR ( %) TOTAL INERTIA * (in ^4) .393660E +05 Rbm Beam 27.00 .393660E +05 Rbm Beam 27.00 .393660E +05 Rbm Beam 27.00 { *} Moment of inertia selected for structural analysis TABLE -INP.4 TOTAL HEIGHT (ft) 1 100 Top 10.0 100 Bot 10.0 2 100 Top 10.0 100 Bot 10.0 TYPE : Interior BEAM GEOMETRY SECTION TYPE' COLUMN GEOMETRY MOMENT INERTIA (in ^4) .162860E +05 Circ .162860E +05 Circ .162860E +05 Circ .162860E +05 Circ • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • 0 • ••• • • • ••• • • • • • • EXPOSURH r. • Znter.ipr • • • '• 0 • s - -•_ • • • 0 00 TOTAL --- •bi[D +-i• •• • DEPTH LOC. TOTAL EF Ti• : • • se e (in) (in) (in) 24.00 24.00 24.00 SECTION -- COLUMN -- TYPE DEPTH WIDTH (in) (in) 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.00 24.00 24.00 11 -21 - ** PCABEAM(tm) 1.01 Proprietary Software of PORTLAND CNT•ASSN. Wg 41 3:51:18 PM Licensed to: MAS, MIAMI, ST • • • • •• • • • • • • • • • • • • • • TABLE - INP.5 VERTICAL SUPERIMPOSED AND PARTIAL LOADS :. SPAN - - -- DEAD L O A D S - - -- - - -- L I V E L O A D S •- --s• ••• •• NUM. TYPE LOAD DISTANCE TYPE LOAD '• :D4SI N E • • • (ft) • • • •(f)•• i' • • �� - t - a - • i - i - i •• •• 1 Sup .0 ( psf) Sup .0 ( psf) Slf 675.0 ( plf) 2 Sup .0 ( psf) Sup .0 ( psf) Slf 675.0 ( plf) 1 Unf i 850.0 ( plf) 1.0 1 Unf i 600.0 ( plf) 1.0 j 850.0 44.0 j 600.0 44.0 3 Sup .0 ( psf) Sup .0 ( psf) Slf 675.0 ( plf) Total Unfactored : Dead Load = 66.250 kips Live Load = 25.800 kips TABLE -INP.7 MOMENT REDISTRIBUTION PERCENTAGES JOINT MOMENT PERCENTAGE NUM. LEFT RIGHT ( % ) ( % ) 1 2 0 10 10 0 • • 000 • • • 0* •• • ••• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• • IS • • • • • • •• 0 • 0 • • • 11 -21 - ** PCABEAM(tm) 1.01 Proprietary Software of PORTLAND CEMENT ASSN. Pg 5 3:51:18 PM Licensed to: MAS, MIAMI, ST • • • • • •• •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • TABLE -INP.8 LOADING COMBINATIONS AND PATTERNS s•-.• -r - -• •• ••• •• PATTERN LOADING COMBINATION LIVE LOAD DESCRIPTION • • • • • • • • • • • *-4 • • • • • • •• • • • • • ••• •• 1 U1: 1.40(D) + 1.70( 75% L) Two Adjacent Spans Loaded 2 1.40(D) + 1.70( 75% L) Alternate Odd Spans Loaded 3 1.40(D) + 1.70( 75% L) Alternate Even Spans Loaded 4 1.40(D) + 1.70(100% L) All Spans Loaded TABLE -INP.9 GENERAL REINFORCEMENT DESIGN PARAMETERS EXPOSURE : Interior TYPE OF STIRRUPS Closed LATERAL SUPPORTED No REINFORCEMENT BAR SIZE CLEAR COVER BAR SPACING MIN MAX VERTICAL SIDE MIN MAX (in) (in) (in) (in) Longitudinal Top 0 4 0 14 1.50 1.50 1.00 18.00 Bot 0 4 0 14 1.50 1.50 1.00 18.00 Transverse # 3 # 5 2.00 24.00 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Left 3 -.6 (100) -.5 (100) 4 -.6 (100) Rght 468.4 (100) 62.3 (100) 509.5 (100) Top -233.9 (100) -254.5 (100) Bot -233.9 (100) -254.5 (100) 2 Left 1 -468.4 (100) -62.3 (100) 2 -344.8 (100) Rght .6 (100) .5 (100) .6 (100) Top 233.9 (100) 172.1 (100) Bot 233.9 (100) 172.1 (100) Left 3 -468.4 (100) -62.3 (100) 4 -509.5 (100) Rght .6 (100) .5 (100) .6 (100) Top 233.9 (100) 254.5 (100) Bot 233.9 (100) 254.5 (100) Joint Sign Convention : moments positive when clockwise • •• • • • • • • ••• • • • ••• • • • •• • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• 11 -21 - ** PCABEAM(tm) 1.01 Proprietary Software of PORTLAND CEMENT ASSN. Pg 6 3:51:18 PM Licensed to: MAS, MIAMI, ST • • • • • •• •• • • •• • • • • • • • • • • • • • • • • • • • • • TABLE -ANA.2 LOADING PATTERN MOMENTS AND SHEARS AT SUPPp 'S ••• ••• ••• ••• JOINT LOAD Mu Mu /Mo Vu Vu /Vo LOAD Mu Mu /Mo Vu Vu /Vo NUM. PTRN (ft -k) ( % ) (kips) ( % ) PTRN (ft -k) ( % ) (kipsil•(4 4 • •• ••• •• t ! t t ! • • • • • ••• • • • • •• • • • • 1 Left 1 -.6 (100) -.5 (100) 2 -.6 (100) - •5 • • • ••• •• • Rght 468.4 (100) 62.3 (100) 344.8 (100) 45.9 (100) Top -233.9 (100) -172.1 (100) Bot -233.9 (100) -172.1 (100) -.5 (100) 67.8 (100) -45.9 (100) .5 (100) -67.8 (100) .5 (100) 3 1.00 24.00 24.65 Top .1 4 1.97 Min 2.3 10 # 4 24.00 24.65 Bot .0 0 1.97 Min 2.3 10 # 4 {i} Crack width ( Z factor) controls maximum c c spacing when Ms > Mcr • - ••• • •• •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • • • • • • • • • ••• 11 - - ** PCABEAM(tm) 1.01 Proprietary Software of PORTLAND CEMENT ASSN. Pg 7 3:51:18 PM Licensed to: MAS, MIAMI, ST • • • • • •• •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • TABLE -DES.1 REQUIRED LONGITUDINAL REINFORCEMENT AT CRITICAL SECTIONS SPAN CRITICAL EFFECTIVE REQUIRED LOAD REQUIRED LAYER - $lioR. -. • •• ••• •• NUM. SECTION WIDTH DEPTH M u PTRN STEEL AREA DIST. Na S3 • • (ft) (in) (in) (ft -k) (sq.in.) (in) • • • • • • • • • • • • ss - s - - i - - s - • • .6. • • 1 .50 24.00 24.65 Top .1 1 1.97 Min 2.3 10 # 4 24.00 24.65 Bot .0 0 1.97 Min 2.3 10 # 4 2 1.00 24.00 24.65 Top 441.7 4 4.25 2.3 10 # 6 {i} 24.00 24.65 Bot .0 0 1.97 Min 2.3 10 # 4 22.50 Top .0 0 1.97 Min 2.3 10 # 4 Bot 285.5 4 2.68 2.3 9 # 5 (i) 44.00 Top 441.7 4 4.25 2.3 10 # 6 {i} Bot .0 0 1.97 Min 2.3 10 4 4 11 -21 - ** PCABEAM(tm) 3:51:18 PM Licensed SPAN NUM. TABLE -DES.3 LAYER DIST. (in) 1 Top 2.35 Bot 2.35 3 Top 2.35 Bot 2.35 1.01 Proprietary Software of PORTLAND CEMENT ASSN. Pg 8 to: MAS, MIAMI, ST • • •• • • • • • • • • • PROPOSED LONGITUDINAL REINFORCEMENT SCH$ • • • • ELgI=, • • • • CONTINUOUS BARS No. SIZE LENGTH (ft) 10 # 4 1.50 10 # 4 1.50 2 Top 2.35 Left 10 # 6 <splice> Midl 10 # 4 <splice> Rght 10 # 6 Sot 2.35 Left 9 # 4 <splice> Midl 9 4 5 <splice> Rght 9 # 4 5.43 1.95 38.03 1.95 5.43 10 # 4 1.50 10 4 4 1.50 DISCONTINUOUS BARS No. SIZE LENGT4 • • • •• ••• •• (ftj • • • •- t -� -� -• • • • • • • • • • • • • • •• • • • • • ••• •• 16.68 Left 1 # 4 16.68 1.48 14.61 1.48 16.68 Rght 1 # 4 16.68 Cantilivers do not consider reinforcement compatibility at supports • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • .• . • • • • • • • • • • 11 -21 - ** PCABEAM(tm) 1.01 Proprietary Software of PORTLAND CEMENT ASSN. Pg 9 3:51:18 PM Licensed to: MAS, MIAMI, ST • • • • • •• •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • TABLE -DES.4 PROVIDED FLEXURAL CAPACITIES i7 i - T - - i- •• ••• •• SPAN SECTION DESIGN Mu / NEUT. REINFORCEMENT FACTOR Z / LAYER,- R • • • • • •• NUM. LOCATION f(Mn) f(Mn) AXIS RATIO R /Rmax Z Zmax DIST.•NV SIZE • •• • • (ft) (ft -k) ( % ) (in) ( % ) (k /in ) ( % ) (in, • • • • • ••• •• • 1 .50 Top 217.2 ( 0) 2.04 .00338 ( 14) .00 ( 0) 2.35 10 4 4 Bot 217.2 ( 0) 2.04 .00338 ( 14) .00 ( 0) 2.35 10 4 4 2 1.00 Top 457.1 ( 96) 3.21 .00744 ( 46) 107.23 ( 61) 2.35 10 4 6 Bot 219.3 ( 0) 2.12 .00338 ( 12) .00 ( 0) 2.35 9 4 4 1 4 4 22.50 Top 216.6 ( 0) 2.12 .00338 ( 13) .00 ( 0) 2.35 10 4 4 Bot 295.9 ( 96) 2.41 .00472 ( 19) 111.07 ( 63) 2.35 9 4 5 44.00 Top 457.1 ( 96) 3.21 .00744 ( 46) 107.23 ( 61) 2.35 10 4 6 Bot 219.3 ( 0) 2.12 .00338 ( 12) .00 ( 0) 2.35 9 4 4 1 4 4 3 1.00 Top 217.2 ( 0) 2.04 .00338 ( 14) Bot 217.2 ( 0) 2.04 .00338 ( 14) .00 ( 0) 2.35 10 4 4 .00 ( 0) 2.35 10 4 4 Z factor is set equal to zero if service moment is less than cracking moment • • • • •.• • • •• •• • • • • • • • . •• • • • • • • • • • • • • • •.• 2 Left Top .007436 .003380 .031887 .13 Ok .0 17.5 Ok • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • 000 11 -21 - ** PCABEAM(tm) 1.01 Proprietary Software of PORTLAND'CEMENT ASSN. Pg 10 3:51:18 PM Licensed to: MAS, MIAMI, ST • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • TABLE -DES.5 MOMENT REDISTRIBUTION VERIFICATION • • • • • •• • • ° • • ° • ••• • • • ••• • COL CROSS -- REINFORCEMENT RATIOS -- (R -R') / REDISTRIBUTION NUM. SECTION NEGATIVE POSITIVE BALANCED Rb PROV'D ALLQWXLI, • • ,• ••• •• ( % ) ( t • • • • • • s • • • • .•-- r— •. —r.• • • • • • • • • • • • • • •• • • • • • ••• •• 1 Rght Top .007436 .003380 .031887 .13 Ok .0 17.5 Ok 11 -21 - ** PCABEAM(tm) 1.01 Proprietary Software of PORTLAND CEMENT ASSN. Pg 11 3:51:18 PM Licensed to: MAS, MIAMI, ST • • • • • •• 1• • • • • • • • • • • • • • • • • • • • • • • • • • • • • e • • • • • • ••• • ••• • • • TABLE -DES.6 REQUIRED TRANSVERSE REINFORCEMENT AT BEAM SEGMENTS ..- '• -T --. - • • es. • • SPAN BEAM SEGMENT REQUIRED Vu / LOAD REQUIRED - -- STIRRUP% - -Al,. • • • • • • • NUM. START END Vu f(Vc) PTRN Av /s LEGS SIZE SPACING • • • • • • • • • (ft) (ft) (kips) ( % ) (in) •(1n). • • • • ••• •• • 1 .00 .50 .45 @c ( 0) 4 .00000 0 # 0 @ .00 {e} 2 1.00 3.05 61.13 @d ( 96) 4 R .02000 Min 2 # 3 @ 10.00 3.05 10.83 60.34 ( 94) 4 R .02000 Min 2 # 3 @ 10.00 10.83 18.61 31.94 ( 50) 4 R .02000 Min 2 # 3 @ 10.00 18.61 26.39 10.65 ( 16) 4 R .00000 0 # 0 @ .00 {e} 26.39 34.17 31.94 ( 50) 4 R .02000 Min 2 # 3 @ 10.00 34.17 41.95 60.34 ( 94) 4 R .02000 Min 2 # 3 @ 10.00 41.95 44.00 61.13 @d ( 96) 4 R .02000 Min 2 # 3 @ 10.00 3 1.00 1.50 .45 @c ( 0) 4 .00000 0 # 0 @ .00 {e} {e} Vu < Vc /2 , transverse reinforcement is not required by the code • • •• • • • • •• • •• • • • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • 000 • • • • 0,6 11 -21 - ** PCABEAM(tm) 1.01 Proprietary Software of PORTLAND CEMENT ASSN. Pg 12 3:51:18 PM Licensed to: MAS, MIAMI, ST • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • TABLE -DES.7 PROVIDED SHEAR REINFORCEMENT AND CAPACITY SPAN BEAM SEGMENT DESIGN Vu/ LOAD NUM. START END f(Vn) f(Vn) PTRN (ft) (ft) (kips) ( % ) i• i i ' i •• ••• •• STIRRUPS 2- - --•-- LEGS No. SIZE SPACIWG• • • •• • • •• •• • • • • ••• •• • i 1 .000 .500 63.61 ( 0) 4 2 1.250 43.750 91.27 ( 72) 4 2 L 51 # 3 @ 10.0 3 1.000 1.500 63.61 ( 0) 4 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • ••• • • • • 000 TABLE -DEF.2 MAXIMUM UNIFORM SERVICE LOAD DEFLECTIONS • . .•• • • • ..• • •• • • • • . •. • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 11 -21 - ** PCASEAM(tm) 1.01 Proprietary Software of PORTLAND CEMENT ASSN. Pg 13 3:51:18 PM Licensed to: MAS, MIAMI, ST • • • • • •• •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • •i i i w •• ••• •• SPAN SECTION DEFLECTION Ieff Ma Ma /Mcr Icr Icr /Igt • • • NUM. (ft) (in) LOC. (ft -k) ( % ) (in ^4) ( % ) (in114). • • •• • • • • • • • • • • • w• i i � • • ••• •• 1 TL .00 - .011048 Midl .21 ( 0) .692632E +04 ( 16) .426324E +05 Rght .11 ( 0) .692632E +04 ( 16) .426324E +05 DL .00 - .007924 Midl .21 ( 0) .692632E +04 ( 16) .426324E+05 Rght .11 ( 0) .692632E +04 ( 16) .426324E +05 2 TL 21.38 .649507 Left 343.19 (258) .133828E +05 ( 30) .151940E +05 Midl 192.31 (150) .920375E +04 ( 21) .191309E +05 Rght 343.19 (258) .133828E +05 ( 30) .151940E +05 DL 21.38 .272205 Left 246.30 (185) .133828E +05 ( 30) .182826E +05 Midl 138.00 (108) .920375E +04 ( 21) .360686E +05 Rght 246.30 (185) .133828E +05 ( 30) .182826E +05 3 TL 1.50 - .011048 Left .11 ( 0) .133828E +05 ( 30) .426324E +05 Midl .21 ( 0) .692632E +04 ( 16) .426324E +05 DL 1.50 - .007924 Left .11 ( 0) .133828E +05 ( 30) .426324E +05 Midl .21 ( 0) .692632E +04 ( 16) .426324E +05 • • .• • • ..• • • • • • • • • • • • • • • • • • • • • • • •.• • • • • • • • • • ••• • • • ••• 11 -21 - ** PCABEAM(tm) 1.01 Proprietary Software of PORTLAND CEMENT ASSN. Pg 14 3:51:18 PM Licensed to: MAS, MIAMI, ST • • • • • •• •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • TABLE.SUM.1 SUMMARY OF PRINTOUT TABLES •• • • • •• ••• •• TABLE TITLE PAdE • • • • - r - 1r • • • • •• • • INP.1 General Information • • •% • • • • • ••• •• INP.2 Material Properties 2 INP.3 Beam Geometry 3 INP.4 Column Geometry 3 INP.5 Surface and Partial Gravity Loads 4 INP.7 Moment Redistribution Percentages 4 INP.8 Loading Combinations and Patterns 5 INP.9 General Reinforcement Design Parameters 5 ANA.2 Load Pattern Moments and Shears at Supports 6 DES.1 Required Longitudinal Reinforcement 7 DES.3 Proposed Longitudinal Reinforcement Schedule 8 DES.4 Provided Flexural Capacity 0 DES.5 Moment Redistribution Verification 10 DES.6 Required Transverse Reinforcement 11 DES.7 Provided Shear Reinforcement and Capacity 12 DEF.2 Maximum Uniform Service Load Deflections 13 SUM.1 Summary of Printout Tables 14 * Program completed as requested * • M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 PRO= 2114-1 (Shp Sheets)2-1 (Padded) JOB CHECKED BY DATE, 1: CALCULATED BY ■,/1 SHEET NO SCALE • • 14... • • • • • • • • • • • • 0 • • • • • • • • • OF 7. • • • • • • • • • • • • • • • • • • • • • s • • • • • ••• • ••• • • • ••• • • • • II • •• • • 1Z4. 4, • • • • • • • 4P• a # • • • • • DATE • • • • • • • •• • • . 0 • • 4 • •• • • • M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 PRODUCT 269-1 (Single Slob) 205-1 (Paged) JOB Afr SHEET NO. CALCULATED BY CHECKED BY DATE • • • • ▪ • • • ▪ • • • • • • • • • • SCALE • 10 0414A;t - oftimz. 4 •• ..• • • . •• • • • • • • • • • • • • • ••• • OF • 444 • /.. 4. 7. • • • • do• • • • • • • • 0. .0 ..a ........ • • 0 • • 0 • • • • • • • • • • 'a 0 • • • • 0 0.• • • • • • • • • • • DATE • 0. AP • • • • • • 1p • • • s • • IL 0:1)/2 • • 0 • • • M M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443 -0691 PRODICT2n4- 1 (Slagle Shale) 205.1(Padded) { 1✓ JOB TVS. • Z. 1 Vw • • �i�• I'�J7 9G •• •• • • • • •• •• • •✓� • • • SHEET NO • • • • 01, F • • fri a/� . rrJ� • • • • • • BY i �d l 7 • • • • • DATE • G l 09 CHECKED BY SCALE DATE, • •• ▪ • • •• • • • • • • • • • • • • - ▪ ••••• • t... • •• + •• • • • 5 4. • • • • • • • • • • • • • 42 • • •s• • • • • • is • •.•. • • • • •• • • • • . •• Yom' ..w��� JOB 0 • • • . • • • . ••,/,• • • • •• •• • SHEET NO. • • • • •• sOF • • 'A' • • ° DATE * • • • • • • • • CALCULATED BY . • M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 ........ 12 PRODUCT 2134.1 (Single Sheds) 205.1 (Padded) • ......... CHECKED BY SCALE 4, • • • • • DATE • • • • • • • • • • • • • • • • ; ; • • • • • • • • •• ... •• • • • • • • Ale lb..• • • • • • • • • 0 • 1 •• •••• ■• •• • • • • • •• • 1 0 • •0 • • • M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443 -0691 PSCUIICT204- 1 (Slagle Sheets) 22- 1Padded) Op 4 JoB AvAz -y t. Ja1.\/k. . Jsi 6 a lL •• •• • • • •• •• • • • • • • • • • • • • • • • • • • SHEET NO • • • • • • • OF • • • • • • • • • • • „e„ • • • • CALCULATED BY CHECKED BY SCALE • • . DATE . .. •• • • •• • • • • • • • • • • • • • • • • • �•• • ••• • • • • •.• • • • • . • • 0........a.._ • • • • S ( • • • • • • •• • •• • • • • • ` • • • ••• •• DATE ••2401 PRODUCT 204-1 (Single Shads) 205-1 (Padded) M. A. SUAREZ & ASSOCIATES, INC. 4869 South West 75th Ave. MIAMI, FL 33155 Phone (305) 260-0363 .10B)r 011 •• • • • lee •0 • • • • • • • • • • • SHEET NO. • • • •0• •ciF • • • • • • • • • • • • • • CALCULATED BY ).- 4 DATE CHECKED BY DATE •• • • 00 • • • • • • • • • • SCALE • PRODUCT 204- 1(Single Shots) 205-1 (Pathled) M. A. SUAREZ & ASSOCIATES, INC. 4869 South West 75th Ave. MIAMI, FL 33155 Phone (305) 260 -0363 JOB • • • it • • • • • • SHEET NO • • • • • • • • • OF . • • • • • . • • . ... • • • • ..• ) � CALCULATED BY �� 4� DATE 3 / I.f v4 CHECKED BY • a • • DATE • • • •• • • •• • • • • • • • • • • 1 SCALE • • • • s • • • • • M. k SUAREZ & ASSOCIATES, INC. 4869 South West 75th Ave. MIAMI, FL 33155 Phone (305) 260 -0363 PRODUCT 204- 1(Shiple Slots) 205 -1(Paddei) JOB • •• • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • OF • • • • • • • • • • CALCULATED BY 1.....4 DATE %� J CHECKED BY • • • • DATE.• • • •• • • •S • • • • • • • • • • • • • • • •• SHEET NO. SCALE MAS • • ••• • ▪ •1 '•' •'• •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • •. • . . . • ••• • M.A. SUAREZ & ASSO . ES SNP . Tuesday, October 11, 2005 • • • 4869 S.W. 75 Avenue Miami, FL 33155 : eplione:VJ5)26Q -0363 Fax: (305)260 -0364 E -mail: mat •eng @bensouthi.net M.A. Suarez & Associates, Inc. # 00003160 Mario A. Suarez, P.E. 25414 •• • • • •• . •• • ▪ • • • • • • • •• • • • • • •• •• BARRY UNIVERSITY - SGMS Miami Shores, Florida WIND LOAD CALCULATIONS MAS JOB NO. 0416 T M. A. SUAREZ & ASSOCIATES, INC. 4869 South West 75th Ave. MIAMI, FL 33155 Phone (305) 260 -0363 PRODUCT 251 (MO S60els) 251 (PiGded) N.... ►� i L I 0 . 111 - i P(2:• r C t N ivers„l - SU MS • SHEET NO 41 ; • • • • • • • • • OF JOB I i • i T I 1 i I i , 1 i f I 16- � 3 bI C1a Ii ..3..U•.L; •1•T c • I • i s` 1 1 i 1 9 — ..... 11-w I \ 4 CALCULATED BY DATE 1 — I . CG CHECKE • • • . • • • • • • • •DATE • SCALE • • • • • • • • • • • 1 • •j• • • •• i• is • • • • • • • M f ......._ • ..... • ........ . •.. • • • • • •• •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • •• • • •• • • • • • • •• • • • •• • • •• • • SOUTH ELEVATION • • • ••• • • •• •• • • • • • • • • •• • • • • • • •• • • • • • ••• ••• •• • • • • • • • • • ••• •• Door: 131D • •• • • • —..—. -_-- : : • • • : • x • 8� 2rtr> �cA� •w Nrm ar a .; . .. . • . . - • • • • S=i6 .. • ♦..a :etc ..,_ ••• • • • ••• • • • Design Pressure Rating Lam. `,r ' a F,. _ .1 .. | • tern • • • • • .• • • • . • •� xis 4; 7 ; a :. • • • • �' Iona 5 • • • • • • Tit Details I _ Opening Characteristics _ . _......._ _..__._..., ,... R eoi n -._.. _ __._....._......_ - Building Category •- ;- Exposure Category Wind Speed (mph) I 146 i c Non-Hurricane r" 1 Prone Region (" Exposure A r Expo ine B r:' Exposure t_ : r E vom t e D Coefficient (Kz) 0.9El Factor (Kztl 1.00 Coefficient IGCpil 0.1$ <urc: Coefficient (.GCpf 0.935 Coefficient (•6Cpj -1.270 Velocity Pressure fqh) 53.219 psf i 10/11/2005 10:45 AM Mean Reif Height. (ts) 28 C+ II Unit Width tin) �t1 t ; ;Hurricane, C 111 Prone Regior{ Unit Height (in) 34 ('" IV - Intermediate Values for Calculations- — ___..... .......... .... Effective WtndArea fAl 23.333 co It Velor .icy Pies-Aire 'Mind Directionality Factor It'd) 1.00 Topographical Importance Factor (11 1 00 Internal Pressure NominalAtrno :pheric Boundary Layer lZQ) 900 ft ExtettialPtes - 3-Second Gust Speed Power Lam Exponent 9.5 External Pressure Exposure Constant l7rnin) 15 ft Doors: 131C, 131B 102A, 103A, 222B, 222A, ¢., {y 3 { � ���t , ..,a av ��va .o .�\ a� AV� m \ . °a�'F1`�^�Xm� � ... ' � 1�P^ � Desian Pt sure Retinas � \ . ,..,:.\—,: � �� .ate . i r tGr ;13 a �� _ �. aa�a� .. ! Exit- Q E I * b one* � ti � t� � � ^ 5 Hide et 111 � . Dear!: I -- Opening Characteri;tir..> i [-Region -- 1... Building Category— -) ;- Exposure Category Wind Speed (mph) I 145 ' 1 Norr urricane I e. 1 ' es Ex Prone Region i Mean Root Herahr (ft] t ; ( �9 1% It +"" Exposure B Unit Width fin) 1 40 t. Hurricane Y"' in ! r+ Exposure. C Prone Region Unit Height (in) $ i !' IV : C Exp �:tne D Intermediate? clues for Calculations. .......................— ...._ .............._.._._..._....... Effecti«e Wind Area (A) 23.333 so ft Velocity Pressure Coefficient KO 0 99 mind Directionality Factor (Kd) 1.00 Topographical Factor IKzt) 1 00 Importance Factor (I) 1.00 Internal Pre ssure Coefficient (GCpil 0.1 B NorntnalAtmosphenc Boundary Layer Rgi 900 ft E::ternalPressure Coefficient ( +GCp) 0.935 3-Second Gu-t Speed Power Law Exponent 9,5 External Pressure Coefficient 1 -1.035 Exposure Cyan:tard IZmin) 15 It Velocity Pressure (gill 53.219 psf 10/11/2005 . 10.49 AM • • ••• •• •• • • • • • • • • • • • • • •. • • • • ••• • • •• •• • • • .• • ••• • • • • • • • • • • • • ••• Door 101A • •• • • • • • 0 - • ' • - • a � � .. • .•..,• .. :6 • • • • P.te .` F.,,' He`C ,-. • • • • • • • • • • • • • - DesignPressure .4, `Lhe.,_.... • • • •� +(•� ••.....R•• •,., •• •• • • Exit \ a Q tt SRhQ V. Opening Characteristics- - .- ._...._. —_ -1 r- Hegion. •__.__- _._. -__. I - Building CStegoory— jl . • t11UeCte.3� t -Exposure Category 1 Wind Speed (mph) I 146 t -. Non- Hurricane ■ r I i r Exposure A Prone Region Mean Roof Height Ift) I ,9 e; II C Exposure B Unit Width tint 1 441. C ; Hurricane 1 1 r III Cr Exposure C Prone Region I Unit Height.Iint 1 84 1 C" IV t'''' Exposure D - Intermediate Values for Calculations _.., Effective Wind Area IAl 25.667 sq ft Velocity Pressure Coefficient 0.98 Wind Directinnahty Factor If',dj 1.00 Topographical Factor (Kzt) 1.00 Importance Factor (Il 1 Internal Pressure Coefficient IGCpiI 0.19 Nominal AtmoTherks. Boundary Layer IZ9) 900 ft Er ternalPressurea Coefficient i I3Cpi 0.928 3- Second Gust Speed Power Law Exponent 9.5 External Pressure Coefficient (-Up) -1.020 Exposure Constant lZrrdnl 15 ft Velocity Pressure fqh) 53219 psf i 10111.2005 10.53 AM Door 104A N . ,.i+litf ..V r _1r .^.. Z hilt': Design Pre sure Rating _ N,' \ \ vA v \\-i � � \ . ' -' v„ •gyp .. Exit t: Zone4 i vy Hide Detail: 1 € � � \� 'wv Zone .. Opening Characteristic: ( -Reaiorr -- - - - - -- .-... Building Category --) ;•• E.eposure Category-. Wind Speed (mph] t ' 146 i r - Non-Hurricane Prone Region C 1 i C ExportreA d. II C Exposure B Mean Roof Height (ft) I 29 i Unit Width fin) I 72 f 1 4. Hurricane I Prone Region C III C IV ft Velocity Pressure Topographical Internal Pressure ExtemalPressure External Pressure Y: Exposure C. C Exposure D Coefficient (Kz1 Factor 1Kzt) Coefficient (GCpil Coefficient t «GCp) coefficient 1 -GCpl Velocity Pressure (qhj `- 10111/2005 1 Unit Height fin) I 94 1 Intern ediate Values for Calculations •-.... _..__.......... Effective Wind Area (A1 42.000 sq Wind 0irectionafityt Factor (Kdl 1.00 Importance Factor 111 1.00 Nominal Atmospheric Boundary Layer r' g1 900 ft 3-Second Gut Speed Power Law Exponent 9.5 Exposure Constant LZmin) 15 ft 0.96 1.00 0.19 0.890 40.990 53.219 psi' 10...,4 At:i • • • ••• •• .• • • • 1•• • • •• •• • • • • • • • • • • •• • • • • • • • •• • • • • ••• II O 16111/2005 . Design Pressure Ratings Opening Characteristics_. - - -- Wind Speed f mphl i Mean Roof Height DO 1 Unit xA idth (it) 1 Unit Height fin) i Intermediate Values for Calculatican$ Effective Wind Area fAl \Vend Directionality Factor f'df Importance Factor (11 HorninatAtmo. :pheric Boundary Layer IZg) 3- Second Guist Speed Power Lane Exponent Exposure Constant (Zmin) _ Design Pressure Ratings. 146 Side Window to Doors 222x, 222B • • . Opening Charat lari;.tu Wind Speed (mph) 1 146 Mean Roof Height fftf 29 Unit Width fin) i 72 i (brit Height fin) 1 96 Intermediate Values for Calculations-- _. Effective Wind Area (A1 Wind Directionality Factor (f-idl Importance Factor (11 Nominal Atmospheric Boundary Layer (Zg) 3-Second Gust Speed Power Lai Exponent Exposure, Constant tZmin) Mon- Hurricane Prone Region Hurricane Prone Region 10500 :.g ft 1 00 1.00 900 ft 9.5 15 fl r ton- Hurricane Prone Region Hurricane Prone Region Window E 49.000 stir tt 1.00 1.00 900 ft 9,5 15 ft —Building Category ..-.I ( Exposure Category r Building Category —I Exposure Category, t° Expo:ueA Exposure B Cr Exposure r, r Exposure. D • • •• •• • • • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • • • • • ••• • •• • • -... • 1 • • .: • • • • ••• • ••. • •Oi it 4.4111e 'or _...••.....••• •• • • • • • • • • • Exit • •r it :Zene.f •• • • • ••• • • • •• Mite Details j i done 5 I f ExpasureA t° Exposure B t' Exposure C (E xposure D Vetocity Press-me Coelligient (Kzl Topographical Factor (f:ztl tnternsl Pressure Coefficient tGC:pil ExternalPressure Coefficient ( +GCp) External Pre; sure Coefficient (•GCp) Velocity Pressure fahl Velocity Pressure Coefficient Kit) Topographical Factor IK711 Internal Pressure Coefficient. fGCpi1 ExternalPresstne Coefficeen I +GCpj External Pres =.tre Coefficient f -GCpj Velocity Pressure (ghl • • • • • •• piaci • • • • 0.98 1.00 0.18 0.936 -1.096 53.219 pst 10111 (2005 10:56 AM Errs Hide Detail; I 098 1.00 0.18 0.880 -0.980 53219 psf -10 12_1 10.56 AM �� � "".^�^^"" . • • ° •• /°^ «JO�»d • • �� �_ ~_ Fie V=^ Het ° � ° ° ° • • • Design Pressure Ratings 4Z9ne • • ° °B° ) * i • °° Mli w o Deb \ -------- F --- Opening Characteristics.-- Re�on – – -Building Category F Exposure Category 1 \v ind Speed (mn» ) 1 146 ; /~ nm,H���m Prone Region r | e■ U r`m r E�om�� /^ Exposure B ��[�nweC r Exposure D Coefficient (Kz) Facto' (Ku) Coefficient (~ocv) Coefficient RICO Pressure (0) 1 1011/2005 Mean Roof Height VV | 28 | 1-719°— Unit Width tin) || � ; � Prone Redo') - UnitHawmaV ( 86 } ; Intermediate Values for Calculations -----'-----------------------'-------------------- • Effective Wind Area \Mod0�nmkm�h�mm/fK� ) ' Importance Factor | Nominal mmmzpomre Boundary Layer 3-Semond Gust Speed Power Law Exponent Exposure Constant (Zmin) ,----'--------'-------------'- | L) KV 8000 sic) 1.00 (II 1.00 Mg) 900 x 9.5 15 x r y/ __- --- ft Velocity Rpmva Topographical Internal PresswrCoeffkcivw(GCpil c*s,arremrw External Pressure Velocity _____ ...... _____________________________ ------------- 0.98 100 0.18 0 84 &N1 53219 nsf 1 10:57 AM —` • °°= • °° ° • • • • • • • • • • • • °•° • • ° °°° • • • • • % � � °° • • • °° ~ • o °° °=° • • ••• • • • • • I I • • • • • • • • .}4' • r • • • • • • • • • • • ••• • • • • ••• NORTH ELEVATION • • • •• • • • • • • •• • • •• • • • • • • • • • • • . • • • • • • • • • . • • • • • • ••• • ••• • • • •• • • • •• ••• •• • • • i • • • • •• • • • • • ♦.• •• • * 16-0" x EV-0" Stor,efrom • 04. • • • •• Int XI ' • • • 1,-ja • • • • • • • t • • * F4e Vw Hp Design Pressure Ratings • 1 ...orre -- -, 4. vs, •• • k. .4\ , k.„..... , :s,, , s \\T., \ , 11\ \,,`,. • i ! - .6 . 4 * Z:4'e : • w • 1 •-• - ‘ .> 4, s 1 • . Exit -, • ii • • < ''''* s:rk *ir',; •\.., '..e....1,rx,kr AwerVIV.x. \ 11 a , \ :\V: f. 0 V , ,,,,k‘ . 1 ! ;,...: : : ',- • • Hoe D % -------, - Opening Characteristics •-- ---- --, r Region ----- - - - —1 I - Building Category-1 - Exposure Category -, Wind Speed [mph) I Mean Roof Height UN I Unit Width 61)1 I Unit Height fin) 1 Intermediate Values for Calculations • Effective Wind Area 1A1 120.000 s ft Wind Directionality Factor RAI 1.00 Importance Factor 111 1,00 Nominal Atmospheric Boundary Layer 17.1'crj SOO ft 3-Second Gust Speed Power Law Exponent 9.5 Exposure Constant 12.'rein) 15 ft Design Pre,z sure Ratirns_as- :••• Intermediate Values lor Calculations 146 1 e Non-Hutricane 29 Prone Region 190 Hutricarw, 1 Pr one R egion 06 , : I Effective Wind Area IA) Wind Directionality Factor (Kdl Importance Factor 111 Nominal Atmospherics Boundary Layer 1741 3-Second Gut Speed Power Law Exponent Exposure Constant (Zrein) 9'-6" x 4'-O" Storefront ' lidaja9%%9A9ft 99- 9 ' ' \,sysst, 41,1,,rtvu4k,s, fp Zone 4 • .A's‘ • tkl 14* r Zone 5 „ 7 Opening Characteristics r Region r Building Category--) r Exposure Category- Wind Speed 1r 1 ephi 1 146 1 r Exposure A i ri. Non.Hurricane 1 i C` 1 Mean Roof Height [ft} I 29 1 1 Prone Region 1 I I 1 tr: II 1 : r Exposure B I 6 . Hurricane , , 1 r''` III 1 ei■ Eposure C x 1 — Unit Width fin) 1 114 I 1 , lJnit Height tin1 4E1 1 1 Plc" negh)n 1 I es IV , 1 r Expoeure D ., L 39.000 sg ft 1.00 1 00 900 if 95 15 ft • •• • • • • • • • • • • . • • • • -•• •• • • • • • • D • • 0 • • • • • • • i I r 1 I r Exposure A 1 1 1 er 11 I C Expowle B 111 1 i ' t Exposure C i . r iv , r Exposure D Velocity Pressure Coefficient 11<z1 Topographical Factor (1:.:11 Internal Pressure Coefficient 13Cpil ExternalPress.tfre Coefficient (.6Cp) External Pressure Coefficient (-1311p4 Velocity Pressure (chi Velocity Pressure Coefficient 1K21 Topographical Factor fK7.11 Internal Pressure Coefficient 113Cpi1 ExternalPresture Coefficient f+GCp1 External Prestitne Coefficient (-EiCp1 Velocity Pte.:sure (OA : • • * 0.98 1.00 0.18 1).009 -0.909 53.219 psf • 101112005 1 10:59 AM Exit Hide Det.eih 1 0,98 1 00 0.18 0.898 .0.998 53.219 psf • 1011/2005 1 11:00 AM 10' -10" x 4' -0" Storefront .' • s • •;. • • • • • • • • • Het • • ••• • • • • Design! Pressure Ratings ,..._.. • '.Zia1e.: _..*• .`•• •• • ^... I � k � � . '''\; w • ja . 1 .•R4 r • • • "- 5. 1•118e Details .. Opening Characteristic.. , , Flegion -- -__...__..__,....i i .. .Building Category - -- Exposure Category C ExposureA '•andSpeed(mphj 146 i f r . Non - Hurricane ( es 1 1 Prone Region Mean Roof Height MI j , j { t+ 11 t ' Exposure B Unit Width (n1 f13ti �;. Hurricane j t°" 111 Prone Region t; Ea�sttre C . p° -° Unit Heigh fin) 1 49 1 j Internrediata Values for Calculations .._. Effective Wind Area (Al 43.333 sq It \'fond Directionality Factor IYdj 1.00 Importance Factor (II 1.00 Nominal Atmospheric Boundary Layer Mg) 900 ft 3-Second Gust Speed Power Lan! Exponent 9.5 Exposure Constant (Zinn) 15 It C IV 1 C Exposure D _.._...__...._....._...__ Velocity Pressure Coefficient (Kz) 0.90 Topographical Factor (Kz 1.00 Internal Pressure Coefficient (l,Cpil 0.18 ExternalPres<ure Coefficient ( +GCpI 0 M External Pre; sure Coefficient (•GCp) -R988 Velocity Pressure (qhj 53.219 psf t 10/11/2005 ; 11.00 A.M 6'-4" x 4' -0" Storefront ms`s, 53, Y \. ,��. ... y�..' �. .-F } �....d LEI f4.'i a u d ,:‘,::,,i7-:,‘,‘ \a \ �� 1 ' , ._. at :.tea. - 1 foe Heto r Design Pre :sure Ratings --- ._..__.___.____— ._...- __.._. ._.._... ._._.___..._.__.._.___..._.__._ ti � ` ,1�; w .� \ . : z vim ;- Opening Characleristima -___ .....__ i - Region - _ - - ----I g \ Exit Zone 4 a � V , j r — Hide Detail: I Zone Building Category:- Exposure Category.: (` I , C Exposure A Wind Speed (mph) 146 Non -Hurricane Prone Region Mean Roof Height fit} 29 j ! 1 t: Hurricane' Prone Region a 1 1 t' III r Exposure 13 Exposure r. Unit Width fin) 1 76 Unit Height fin) 43 Intermediate Values for Calrtrlations - _ Effective Wind Area Wind Directionality Factor Importance Factor Nominal Atmospheric Boundary Layer 3-Second Dirt Speed Power Law Exponent Exposure Constant i 1 _ (A) 25.333 sq ft (k.d) 1.00 (1j 1.00 (Zg( 900 if 9.5 (Zminj 15 ft c" IV I C Expo.=.tire h . Velocity Pressure Coefficient KO 0.9O Topographical Factor 1Kzt) 1.00 Internal Pre,ssure Coefficient (GCpij 0.19 E xternalPres:iure Coefficient ( +GCpI 0.929 External Pressure Coefficient (•GCpI .1.029 Velocity Pressure (qh) 53.219 psi 10/11/2005 j 11.01 AM • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • •,; • • ••• • • • • • • •_. • • • .iii •• • • Hide Detail: Design Pressure Ratings • Opening Characteristics.. Wind Speed (mph. 11•tlean Roof Height fit) I 29 Unit �.Vidth tint I 76 Unit Height tint 1 84 - lydermediateValues for Calculations ......• ..- Effective Wind Area (A) Wind Directionality Factor fr.d) importance Factor (il No.mi I Atmarpherle Boundary Layer 3- Second trust Speed Power Law Exponent Exposure Constant (Zrrtinj De ^ion Fret sure Rating:- - 146 Opening Characteristics .._.... -.-. Wind Speed (rnphi... 146 Mean Roof Height (ft1 Unit Width f I Unit Height (in] 29 30 126 . intermediate Values for Calculations _..........._.... Effective Wind Area (Al Wind Directionality Factor fKdl Importance Factor (I) Nominal Atmospheric Boundary Layer (' 3-Second Gurt Speed Power Law Exponent Exposure Constant (Zmin1 r Region - -. r. tIon•Hurrricane Prone Region Hurricane Prone Region Door 101 44.333 sq ft 1.00 1,00 900 it 9.5 15 ft C` Non Hurricane Prone Region : ( Hurricane Prone Region 26.250 s =a 1.00 1.00 900 ft 95 15 It • • •• •• • • • • • • • ••• • • • ••• lit • • • • •• • • ,• • • • • • • • •i .• 4 • -`� is • • • • • • Exit ?.1 • ne r • • • i ( • t~• ,ter 5 • • • • • ERrildirtg Category ..... Expris+.tre l ategoty 1 r 1 f .0 Exposure C. 11 C` Exposure 9 (" 111 C: Exposure C r IV j . r"' Exposure D Storefront A _ —; (- Building Category Velocity new :Aim Coefficient (Krl Topographical Factor (Kztl Internal Pressure Coefficient iOCpil Et ternaIPreseure Coefficient ( +GCp) External Pressure Coefficient (•GCpj Velocity Pressure tc h) ( ( Zone 4 C gone 5 10/11/2005 - Exposure Category - i C Exposure u. C Exposure B I ! t: Exposure C I I r Expo ow D Velocity Pres:ure Coefficient tf 1 Topographicai Fac tor 1.Kz11 Internal Pressure Coefficient (GCpil ExternalPressure Coefficient t +t;Cp1 External Pres .ure Caeilirient (43Cp1 Velocity Pre.: sure NIA • • • • ••• • •• • • . • • �-•, - • e • ;s. : • •• fq • •- sr 9 • • • • • • • • • Hite Details 0.98 1.00 0.10 0.00E 53.219 psf ................. 11:02 AM Exit 0.98 1.00 0.18 0.926 1.026 53.219 psf ti • • •• • • • • • • • • • •6 • • • y • • • • • • • • it • WEST ELEVATION • • ••• • • • ••• •• •• • • • •• • • • • • • • •� • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • •• • • • • e • • • • ••• • • • • • • • • • • • • • • • • • • •• ••• •• • • • • • • • • • 0• • • • • • • • • ••• •• 8' -8" x 4' -0" Storefront • • . e • Fie b -., z C • • • • • • • • • • = i i• - • ••• • • • • r' Design Pressure Ratings . __ .._ l - . ",,, :::.� ate. ' • 5 +` `dQ. • - Opening t liaracteristics. -' • • .. • • • 0 is ^--" ,•t" •,,ont! x • • r. • • 141* Details , Exposure Category'. C Expos'.reA r , r Rergr'on----- --- __ - -_.., . - Building Category -" C 1 1 'Wind Speed fmphl 1 146 Cg _on•Hurricane Pron Region € Mean Roof Height fft) 1 ,9 i ` Unit 'Width tinl 1 i 1 t; Hurricane 1 • Prone Region ; 4C II ! C III f r r es IV 1 ... _....._ .........._.... __...._......._..._ a Velocity Presane Topographical Internal Pressure ExtetnalP'ressure External Pressure . t°• Exposure 8 0 Exposure C Unit Height tin) 1 48 j ' i � Intermediate Values for Calculations _ .......... Effective Wind Area (Al 34.667 so Wind DirecttonahtyF FaCtot (t'..d) 1.00 Importance Faotrr fil 1,00 Homirrai Almwphetio Bot.n'd ryF Layer Mgt 900 11 3- Second Gust Speed Power Law Exponent 9.5 Exposure Constant Zrt') 15 fl t~ E xpr sure D ...__._..._.._.. _...._................. _........ Coefficient (Kzl 0.98 Factor (Kztl 1.00 Coefficient l6Cpil . 0.19 Coefficient ( +13Cpl 0.905 Coefficient (•GCp) •1.209 Velocity Pressure fah) 53.219 psf 10111/2005 11 AM 8' -10" x 4' -0" Storefront 4- ,:- � �" r F � _10125j -De.i n Pre •"sureRetin .a ti \ ti q L � ��2, W .`,r� j. S.� �� '..v > � \^ 1 ��? �` . 1 \ . .. ____...... -- i is Zone 4 C Hide Detail: 2 r Zcine5 Opening Characteri..tits F. i Ir Reaion-- ______._... f.. Building Category --- r- Exposure Category - Wind Speed (mph) [ 146 ; r (Itrn•Htniic rte 1 I t I Prone Region t° Exposure U mean Root Height (ft) l 29 i i I I C Exposure 8 Unit Width fin) 1 106 ; E a Hurricane ` i r in t: Exposure ' ! Prone Region 1 Unit Height fin) 1 413 (. IV f Exp sure D • ! ....Intermediate Values for Calculations --- .... ._.. _ _ Effective Wind Area (Al 35.333 Iii it Velocity Pressure Coefficient Kr.) 0. 98 Wind Directionaiity Factor fKdl 1.00 Topographical Factor 1Kz1l 1 00 Importance Factor (II 1.00 Internal Pressure Coefficient (GCpi) 0.18 NorrrinalAtmospheric Boundary Layer (Za) 900 ft ExternalPres are Coefficient ( +•GCp1 0.903 3•Second Girt Speed Power Law Exponent 9.5 External Pressure Coefficient (•GCpI •1.003 Exposure Constant (Zmirj 15 ft Velocity Pre.: (OA 5.3.219 psr 16/ 4 11:13 v.Mt • • • • • • • • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • ••• • • • • ••• 8' -6" x 4' -0" Storefront 41' • •• • • • f �,. S .� r ,d r . \ Flaetma_ � � � w k • • ,•: le .• • • • — � C" 1 � o . ;., Fie a _ • • • • • Fie ., u • • • • • • • • • • • •• • • • • M� Design Pressure Ratings .\ r �� • \,„ : : � }.:> �, • ,.. Zone . -.._ ..._.. _ _...., • • • • • • • • • • ��• i • • ••• e Details r Opening Characteristics------- .-- r _. R egion - __....__.._._. Building Category-- r 1 i e. II # - Exposure Category - ' ( Exposure A r Exposure 8 ) Cr Exposurre C Wind Speed (mph) 1 146 { r Pion-Hurricane Prone Region I Mean Roof Height fit) 1 .,9 Unit Width ( 102 e: Hurrir� tie ' Prone Region C i11 ( IV - - It Velocity Pressure Topographical Internal Pressure Exten,alPtesrure External Presure Unit Height fin) 1 49 .- Intermediate Values f o r - - - Calculations Elf eclive Wind Area (A) 34.000 s Wind Directionality Factor (kd) 1.00 importancce Factor 111 1,00 Nominal Atmospheric B undayr Layet 174) 900 It 3- Second Gust Speed Power Late Exponent 9.5 Exposure Constant jZmin) 15 It €_..._ .:..___....__.._........___.._..._...__-.—.__..._ I r Exposure D - Coefficient (kz1 0,98 Factor 1K20 1.00 Coefficient IGCpil 0.18 Coefficient (+GCpj 0.906 Coefficient (•GCp) -1.006 Velocity Pressure (oh) 53.219 psf ...___._-.._.___.____..__—. ( 10111 i 2005 r.... 11.13 +�M _. _.. 3' -4" x 7' -0" Door ,y `y ��44m, z�:. � y a< '�v Tds.F`:iu' 4 - � 5." �T i ( 1 _ }( ...�..��.a.A_ a �ti �aRa \.:.. a 'e ' �tiC.Ya'.�h. .`�„, ° `1F 'E'f: Helt,? - Design Pressure Ratings � g t - Henze--- ____..... -.... a done 4 .. a ..�..,: x r Opening Characteristics -------- Region t C Zone 5 Hide Detail:, . - e ., (ton- Hun Mane Prone Region Building Category. -. C' I (: 11 C` III r- Eisposuie Category' f E xposureA i C' Exposure B i t: Exposure C Wind Speed (mph) 146 R Mean Roof Height (ft) 29 Unit Width (in) 1 40 1 Hurricane Prone Region Unit Height (in) i ( IV eD f f° Expr tine - - Intermediate Values for CCalculations..._.. _ _,.._.......__.._.. Effective Wind Area fA1 23.333 so ft Velocity Pressure Coefficient (Ka) 0 98 in ind Directionality Factor (Kdl 1.00 Topographical Factor iKzt) 1.00 Importance Factor (p 1.00 Internal Pressure Coefficient. (GCpil 0.18 Nominal Atmospheric Boundary Layer (Z'gl 900 ft ExternalPresstre Coefficient t +GCp) 0.935 3i Second Gust Speed Pawei Law Exponent 9.5 External Pressure Coefficient (-rcpt -1.035 Exposure Constant Cain) 15 ft Velocity Pressure (qhl 53.219 psf 10/1112005 11.14 AM • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • ••• ' 2' -0" x 7' -0" Side Window • • _ i4 :: ,, .... ,., r ; ,• •. I • u rw,r ,. =�,: e •• • • • •••• • • Design Pressure Ratings +sit E. r• r:,„„:„.; ,one 5 • • 0, die Details "te r .,. • r Opening Characteristics — _._- ____.___.. ._. R ...- _.. ._.,,_.__ _, Building Category I� (_ 9 9 5 1 r Exposure Category P� � ' Wind Speed (mphl j 146 C` tlon•Hurricane { r ' es 1 Prone Region I I ( Exposure A. C Exposure 88 C: Exposure Mean Roof Height (ft) 1 2 i 1 i . 11 1 1 1 Unit Width tin) 24 ! is Hurricane C 111 Prone R 'o on Unit Height fin) 1 `.r4l ; ( t. IV r Intermediate Values for C: a l cu l a ti ans ..._._..._._._..__...........__... .v..__- ..._...__.._._....._.... ._. -.__. -_._........_.___.__._ Effective Wind Area (A) 14.000 sq It Velocity Pressure Wind Directionality Factor (K.d) 1.00 Topographical Importance Factor (II 1.00 Internal Pressure Momine1Atreielpheric BoundersLayerI2-g) 900 ft ExternalPres Second Gust Speed Power Law Exponent 9.5 External Pre; Exposure Constant ( ,min) 15 ft f Exposure D ._...._._..._.................. _..._- _____ __. . ..... Coefficient (Kzl 0.98 Factor (Kzfl 1 00 Coefficient t6Cpi) 0.10 ;ure Coefficient (rrCpl 0.974 sure Coefficieht (•GCp) -1.074 Velocity Pressure Iqh) 53.219 psf 10 r11 2005 11.15 44 6' -0" x 7' -0" Door At_ am- `ma .a����.74�5^NI t3` ii 't ,.., fh .! ::Mw i � �� a' 01 ;- Deriian Pres sure Rating:---- - --------- Zone- __-- __.__ ...._.... t: Zone 4 gone C ' S ..rt .. �.. m \ ‘ . • - Opening Characteri,tic. Hide Detail: , , Region, .1 i Building Category..._. :.. Exposure Category 1 Wind Speed (rripad 146 - i 1 Flour Wunicane Prone Region 1 C° 1 (: 11 C Expo ^tae A r EXposure El Mean Rs »1 Height (ft) 29 Unit Width (in) I 71 i l r. Htmicane j 1 Prone Region i C 111 j ? f ExpastrreC 1 Unit Height (in) I P4 ( C 1V , (C Expc ure D - Intermediate Values for Calculations... _... t Effective Wind Area (A) 42.000 :>q ft Velocity Pressure Coefficient 1Kz) G98 Wind Directionality Factor (Kdl 1.00 Topographical Factor IKzt) 1 00 Importance Factor (1) 1.00 Internal Pressure Coefficient (GCpi) 0.18 Morrrinal Atmospheric Boundary layer (Zg) 900 ft ExternalPressure Coefficient ( +GCpI 0.890 3-Second Guit Speed Power Law Exponent 9,5 External Pressure Coefficient (•13Cp1 •0.9` 0 Exposure Constant (Zrnin) 15 ft Velocity Pre. :sure (qh' 53.219 psi . ,-- r 10111 /2065 11:15 AM • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • •• • • • • • ••• • • • • • • ••• • • • ••• • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • ••• • ••• • EAST ELEVATION ▪ • ••• •• •• • • • • • • • • • • • • • ••• • •• • • • • • • • • • • • • • • •• • • • •• ••• •• • • ••• • • •• • •• • •• • • • • • ••• •• 10' -10" x 4' -0" Storefront T,I ���� .<... wo r` ! ts5 Li +Y4t a P ��:� • 1' • • •• F. ae�.w • • .• Rh. •, N ' . ,• � •: :�. • • .... xa •, •s. ..:v. .;' ,'.• _,,,...1 In . . • • • • • • • • • • F' Y ' — •` "" ` ' '= t � • • • • • • • • • • Design Pressure Ratings r l • Zone • _.. __.... .... • • • •• • • • •• ••• Ni w h h \ , • ... n F ' • ! • t 1, q° • • .. Hide Dead 1 Opening Characteristic, .- _..____.- .__ - r Region 1 r Building Category-1 - Exposure Category i. l Wind Speed (mph) I -146 j r t 1 I r 1 I C E: pc i.ir A Prone Region Mean Roof Hefght (ft) 1 :9 i } fr 11 I 1 ( EYpoture B r" 111 6' Exposure C ( I'V r Exposure D 'Velocity Pre-sane Coefficient (Kz1 0.98 Topographical Factor (Kzt) 1.00 g ` g Internal Pressuire Coefficient IGCpil 0.18 E:.ternalPrt sscre: Coefficient (4-GCp) 0.0008 External Pressure Coefficient (•G Cp) -0.989 Velocity Pressure NW 53.219 psf 10/1112005 i 11:17 .44 Unit Width (w I 130 r Hurricane, I Prone Region Unit Height iin1 1 41 r r Intern-mediate Values for Calculations........ Effective Wind area IA) 43.333 q fl Wind Direr..tionality Fartr (Kdl 1.00 Importance Factor (I) 1,00 t4orninal atmospheric Boundary Layer (Z..g) 900 It 3- Second Gut Speed Power Law Exponent 9.5 . Exposure Constant IZminl 15 ft 10' -0" x 4' -0" Storefront , ir 1 0. s . Design Fres me Rating, • ; . ` r x \, a � '` �a ' , Zone Exit : r" Zone 5 Hide Detas 1 r- Opening Characteristics - _; Region._.._.._..._.__ .._: r_ Building Category _1 ;' Exposure Category•: if r t<lon•Hurrnaane I 1 r 1 i r Exposure A. Prone Region j i al II (` Exposure B i l Wind Speed (mphl 1 ,148 Mean Roof Height (ft) 29 Unit Width (inl 1 L�J ` .... Hurricane i Prone Region + r` ) III j a Expoaire C l . Unit Height In �I 1 48 - Intermediate Values for Calculations _._ Effective Wind Area Wind Directionality Factor Importance Factor Normal Atmospheric Boundary Layer 3-Second Gust Speed Power Law Exponent Exposure Constant (Z"min) j ....._-_. (A) 40.000 sq ft (Kd) 1.00 (I) 1.00 127g) 900 0 9.5 15 0 t" IV 1 i r~ Exposure G Velocity Pressure Coefficient (Fr.) 0.98 T opograp)ical Factor (Kzt) 1.00 Internal Pressstne Coefficient (KM 0.18 ExtemalPress.re Coefficient I +GGp) 0.894 External Pressure Coefficient (•CiCpl •0.994 " Velocity Pressure (qhl 53.2219 p:f 1 'dill ,. 11:17 AM , k 'a • • • ••• • • • • •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • _ ! _ 9'-6" /�'-O»�f� °-" .«°-" .�o�/e//w/" • • • •• - ~ • �� o � v��.`�' � � ^ ^ � �� � �_ _'_~� �= l�, Help w�w °*~ *�* • • • Design Pressure Ratings 1 'VNVM.‘c - "k`71"*" NA \"11 I ' , , A , :,-\ „V \V ,,N ,,, „:. . "A,:„,,,' ,',i 'ks; --.' .„, , , .„ ,., ,.: ,, — . . 4 0 tke • • 4 . . Inep • ," r • z 5 • • i ** Mtge Details Opening Chatmmeristic"-------` -Region ------ --'.-% '~ Nm'Hmoo�m pmnnReoio` -Building Category-. -ExnnsuaCategory" Wi»dSo««d(mnh \ 146 '. " r | (~ Ex�«mn� | | � r[xpoxreH i (1° E�nmmC i Mean Roof Height (ft)\ :, a 1 Unit Width tint 114 i 1 6,-. Hurricane r m � l PmvoHvoio` I • Unit Height Va� 96 �/� Intermediate Values for Calculations • i Effective Wirid . Wind Directionality Factot,(Kdj Importance Factor Nominal mmovwmwnvv^oor'ape/174) 3-Smmnd Gust Speed Power Law Exponent Exposure Constant L_ ----- ----- ---- ! ---------- -----'-------------- | ! i r^ � | r Exposure ! ] � L--_–_._- � .; • Area IA) 76.000 Velocity Ronmo Coefficient (1:::1 0.98 1.00 TvpnUa»hcal Factor Kr.t) 1 00 flj 1.00 Internal Pressure Coefficient *Coil 818 300 x Emmnal*,www Coefficient <~Gcv\ 0.844 9.5 [mmnal Fret Coefficient (-8Cp) '0.844 grain) 15 K Velocity Pressure |qh1 53.219 nsf / -------- [ - 10/1fn0h5[1T:1844 �--� • • • • *w • * • *�• �°w*� • � � • � • • w �*�° • • • • MAO M.A. SUAREZ & ASSOCIATES, INC. 4869 SW 75th Avenue Miami, FL 33155 Tel: 305.260.0363 Fax: 305.260.0364 e -mail: mas_eng@bellsouth.net BARRY UNIVERSITY - SGMS 140 NW 115 STREET MIAMI SHORES, FL STRUCTURAL CALCULATIONS MAS JOB NO. 0416 Mario A. Suarez, P.E. 25414 Friday, November 3, 2006 • • ...... • .0.000 0 • • • • • • • •• ...... • 00000 • • • ...... .0000. • • • • 0000 0 0000 • • • • •••• • • 0.000 •....: • • • .0000• 00.00 •• • • • • .0.00 • 00000 • •••• • •0.• • ....0. • • • • • •.•• • •• • •• • • • •• • M. A. SUAREZ & ASSOCIATES, INC. 4869 South West 75th Ave. MIAMI, FL 33155 Phone (305) 260-0363 • 1.4"4: 1 f ) ........... ... 4. As. 140 Pu p> 41,5 JOB*2 LI UN- IA 4 1 SHEET NO. — 1 OF CALCULATED BY IA A 4 ) DATE CHECKED BY DATE SCALE ... ... • *wee • • 641 • • • • • • i • I • • • • 1 Ze gf° ..... • • • 6444 • • • • • 6 7 • • • • • • • .••-• • • • • • • • ..... • • • M. A. SUAREZ & ASSOCIATES, INC. 4869 South West 75th Ave. MIAMI, FL 33155 Phone (305) 260-0363 J°13 4 2 44 3 7---/r-L2N11 1. &lit SHEET NO. 1 - OF DATE CHECKED BY DATE CALCULATED BY H M. A. SUAREZ & ASSOCIATES, INC. 4869 South West 75th Ave. MIAMI, FL 33155 Phone (305) 260-0363 Joe 4061 J 4 v . 4101 1 • SHEET NO. OF DATE CHECKED BY DATE CALCULATED BY V- M. A. SUAREZ & ASSOCIATES, INC. 4869 South West 75th Ave. FL 33155 Phone 3 260-0363 'V �(.. 142, ...1 . ..... Z. JOB SHEET NO. CALCULATED CHECKED BY SCALE rA Syr 4 20,C • • • ;•• «• ••! •i • ....x.•_•.11 • ••• . • • • •....... • • • •• • • f OF DATE DATE • • •r•• • • •a•••• • ••••.• si •i • • • • • ;•• • + • •,► • 1�. • • • • •*•• • • ••• • • • • • • • •• • •• • M. A. SUAREZ & ASSOCIATES, INC. 4869 South West 75th Ave. MIAMI, FL 33155 Phone (305) 260 -0363 JOB _ _ ill 7 Y SHEET NO. 'Set ' OF CALCULATED BY A A 44> DATE CHECKED BY DATE OR SK 25127 PG 3417 LAST PAGE NOTICEOPCOMMENCEMBIT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TUBB OF FIRST INSPECTION PERMIT NO. TAXFOLFONO 11- 2136 - 000 -0060 STATE OF FLORIDA: COUNTY OF DADE: TN8 LINDERSIGVED hereby gives notice that Improvements v40 be made to certain real property. and to accordance with Chapter 713. Florida Stones. the tottowing Information is provided to this Notice of Commencement 1. Lagai daueip3on 0f property and slro0f address; A portion of the N 1/2 of the SE 1/4 of the 8W 1/4 lean the West 495 Feet, Section 36, Township 52 South, Range 41 East, Village of Miami Shores, Miami -Dade County, Florida A/E/A 320•NW 113th Street, Miami Shores Florida ap es uiso nc ii mprovenen t Construction and renovation for the Barry University Institute of Community Health & Minority Medicine 3. Owner(s) narte and address: Barry University, 11300 NE 2 Avenue, Miami Shores, FL 33161 hthrproparty: Fee Simple Nam. and address of tee aj pfe ti5ehddm Barry University 4. Cm's name and address 33134 Ststtyrapnient bond required by owner from contractor, it arty) Nart»ardaddress: St. Paul Travelers Property Casualty Amourn albord$ 4,486,619.00 t Lenders mama and ad*us; None champ Construction Company, Inc. 247 Minorca Avenue, Coral Gables, FL 7. Parsers within the State of Ronda designated by Owner upon whom notices or other dawmergs may be served as provided by Section 713.13(1)047.. Florida Statutes. None 3rd aekbess: 8. N addition to-Nosed. Owner designates the blowing person(s) to reoeive a copy of the ti's Notice as provided to Section 713.13(1)(b).Florida Statutes. Mameandadtlress: Construction Manager, Barry University, 11300 NE 2 Avenue, Miami Shores, FL 33161 D. Erqdration dale of this Notice of Commencement Ohs expiration date b 1 year from the date Of recording unless 8 different date is tad) Foaj Barry jini ersity Slgrttatrr 0f Outran Prirg Owners Name Freddy Ulloa, Associate VP Facilities Prepared by Freddy Ulloa Swam to and subscribed before me this r elay of N m►evu . 20 fXa . STATE OF FLORIDA. COWAN OF DADE 0 9 coulk i mERE8Y GERM, Mal Mists a al am AP dayo 0 to ti ,MTNESS my hand axd Omaar Seal. ie � D.C. By I Group, 1000 Legion Place. Suite 1100, Orlando, FL 32801 Address- Barry University 11300 NE 2 Avenue Miami Shores, FL 33161 1/ JOB #: AAA DATE OF TREATMENT: BUILDER NAME: TREATMENT ADDRESS: SPRAY & TAMP C SPRAY 'ONLY SPRAY # \ A CHEIVIICALF44 n _ CHEMICAL: PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 MONOLITHIC r1 5- C.) S/F - — L/F TIME OF TREATMENT: IN el: APPLICATOR: OUT CD IA( 44 MA' 1) - .3)0 Niti. LOT: BLOCK: UNrr: PERIMETER TREATMENT RESIDENTIAL STEMWALL L/F •••• • * _,,....,_ ... ..*-7,--*-,------,L44.* •••••• 0 ( LATO4ICERCIAL. DDMON al A • s-----_____-_------ • - • *, • ,7 ;;*•__:• • .., , 1, • l/a/...ONS 4 ,, ,...,* , --mi, 0 ---. • • r;,-, • • - • • a P' At • • • •• • • * : • • ** • 1 . • * 4.4, *00 ' 4.••••• • SF • • ** Op • • • * • * ,•• * • 4 •.** • • n ,••* - 0 , 10.*: oi • ••- • • • • Ur' •• .. 4 4 GALLONS DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: 300 S. STATE ROAD 7 PuorrAnoN, FLORIDA 33317 954-584-8588 1-800-749-8588 FAX: 954-584-6117 DATE OF TREATMENT: BUILDER NAME: TREATMENT ADDRESS: JOB #: / \11" 1 1.), '0' LOT: s-) -. _./) • fr 3 PAAffle TAMP SPRAY 0.,Y *- 4 : ' CHEMICAL: )f CHEMICAL: MONOLITHIC S/F -gob L/F DATE OF TREATMENT: PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (F13C) 104.2.6 7, TIME OF TREATMENT: IN OUT fr\ ALOC14: SPRAY # (ZS % PYth,./(0 [(69: I fjc PERIMETER TIME OF TREATMENT: 41' 4 0 :01:40 *A* ■.11■1111.11011 RESIDENTIAL C-47.0 s.... CIAL ADDITION. „2 s ., * /04) •.4 4, 44 44 4 0 ii4 'oo. . ... ,./, eo,,,;ot:tilijer.*„ :VALLONS . . r • . .. i t - • t ., .,.. fo Er 0 4:44 • , ir_o** ,''' 0! ■, e* i ■049* • . STEMWALL • SF ' :=:•■-•,,,:::.,; • * 1 „-, • 4. • *..4 - •• i ” ' '— •• 1 4'44 .4b 1,1 ..: • I, 444 044,,•« t„, ,. . . - 4). JO •••• ,.io. 'it lairt : t* i!!!' *f • '`.# I!' It ilt-t L/F GALLONS APPLICATOR: ' UNIT: 300 S. STATE ROAD 7 PLANrAnoN, FLORIDA 33317 954-584-8588 1-800-749-8588 FAX: 954-584-6117 - 10 3) STANDARDS FOR METHODS OF TEST : ASTM C-39 ald RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CRAIG S. SMITH, PRESIDENT ETIENNE PROPHETE, P.E., # 44316 RECE FEB 2 7 2007 Y: EASTCOAST TESTING & ENGINEERING, "it . -7 411 ^ia 4100 NORTH POWERLINE ROAD - SUITE G -1 4361 OKEECHOBEE BLVD., - SuI A -5 POMPANO BEACH, FLORIDA 33073 WEST PALM BPA;f,_0 ¢A 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1- 800 - 3297646 00114,1 4718220 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS LABORATORY NUMBER: 2700328A CUSTOMER NUMBER: CLIENT: CONTRACTOR: PROJECT: LOCATION OF POUR: SAMPLED BY: REPORTED TO: RESULTS OF TESTS: BEAUCHAMP CONSTRUCTION BEAUCHAMP CONSTRUCTION BARRY UNIVERSITY-320 NW 115 STREET, MIAMI SHORES, FLORIDA FOOTERS AT MEDICAL SCIENCE BUILDING -NORTH CENTRAL COREY ON: 01/18/07 2- CLIENT 1 SET (5) CYLINDERS SPECIFIED STRENGTH (PSI) DESIGN MIX: SLUMP (INCHES) AIR CONTENT ( %) TEMPERATURE OF MIX (F) UNIT WEIGHT (PCB TOTAL LOAD (POUNDS) AREA (SQ.INCHES) UNIT LOAD (PSI) AGE OF SPECIMEN (DAYS) DATE OF BREAK TYPE OF BREAK CURING DEFECTS DEVIATIONS DIAMETER (INCHES) TEST # 3000 REGULAR 5.75" 83 MOISTURE ROOM NONE NONE 1 73405 28.27 2597 3 01/21/07 A 6" 2 86109 28.27 3046 7 01/25/07 A 6" 3 4 •••. 28.2Z • 28.2A... 0 • • .• • • 0 •. 28 28• •' 02/15/67• • •'02/15/07' •••• • sled. we • •• • •. . ■-• -• • • •- •- • • 6 " . • • 6 " CONCLUSION: THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED * • ••• • 5 28.2, • :' • 28 "" 02/11fO7` • • • • • • • 6'•••• • CONCRETE FURNISHED BY: SUPERMIX BATCH TIME: 06 :49 AM TRUCK NUMBER: TEST MADE: 07 :15 AM 189 TICKE4 NUMBER! • • • ; 4b9641 WEATHER: 66-82 • • • • Cone (a) I.I Cone and Split Cone and Shear Shear (b) (c) (d) g 0 111 Columnar (e) • • THRESHOLD /SPECIAL INSPECTIONS, BORINGS, DENSITY ASPHALT, CONCRETE & "GEOTECHNICAL "TESTING LABORATORY 4100 NORTH POWERLINE ROAD - SUITE G -1 POMPANO BEACH, FLORIDA 33073 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS LABORATORY NUMBER: 2700328B CUSTOMER NUMBER: CLIENT: BEAUCHAMP CONSTRUCTION CONTRACTOR: BEAUCHAMP CONSTRUCTION PROJECT: BARRY UNIVERSITY-320 NW 115 STREET, MIAMI SHORES, FLORIDA LOCATION OF POUR: FOOTERS AT MEDICAL SCIENCE BUILDING -SOUTH SIDE SAMPLED BY: COREY ON: 01/18/07 REPORTED TO: 2- CLIENT RESULTS OF TESTS: 1 SET (5) CYLINDERS SPECIFIED STRENGTH (PSI) DESIGN MIX: SLUMP (INCHES) AIR CONTENT ( %) TEMPERATURE OF MIX (F) UNIT WEIGHT (PCF) TOTAL LOAD (POUNDS) AREA (SQ.INCHES) UNIT LOAD (PSI) AGE OF SPECIMEN (DAYS) DATE OF BREAK TYPE OF BREAK CURING DEFECTS DEVIATIONS DIAMETER (INCHES) EASTCOAST TESTING & ENGINEERING INC. TEST # REGULAR 5.75 MOISTURE ROOM NONE NONE STANDARDS FOR METHODS OF TEST • ASTM C-39 RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., a r - 77./ CRAIG S. SMITH, PRESIDENT ETIENNE PROPHETE, F.E., # 44316 3000 84 1 75698 28.27 2678 3 01/21/07 A 6 2 89140 28.27 3153 7 01/25/07 A 6" i� Cone (a) 4361 OKEECHOBEE BLVD., - SUITE A -5 WEST PALM BEACH, FLORIDA 33409 1- 800 - 3297645 (SOIL) - (561) 4718220 28.27 • 28.27 • • • •• •• n • • • 6 6 •.•• • • • 0 •• • 0•• • • 0 •• 28 • 28' 2E" 4 02/15/07' • 02/15/07 • 02/11/ 9 •; •••- • • • • • -.. •• •.• • • • •• • •••• Cone and Split Cone and Shear Shear (b) (c) (d) 28.21 6"' 111 Columnar (e) • • • • CONCLUSION: THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED * • • CONCRETE FURNISHED BY: SUPERMIX TRUCK NUMBER: 173 TICKLT NBMBER! •' • • 459756 BATCH TIME: 09 :53 AM TEST MADE: 10 :15 AM WEATHER: 66-82 • • • THRESHOLD /SPECIAL INSPECTIONS, BORINGS DENSITY ASPHALT, CONCRETE & "GEOTECHNICAL "TESTING LABORATORY CRAIG S. SMITH, PRESIDENT F:IQBWIINSPECTIONLLAB#22...1 EASTCOAST TESTING & ENGINEERING, INC. 4100 NORTH POWERLINE ROAD - SUITE G -1 4361 OKEECHOBEE BLVD., - SUITE A -5 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1- 800 - 3297645 (SOIL) - (561) 4718220 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 S A J LABORATORY NUMBER: 2700328 CLIENT: BEAUCHAMP PROJECT: BARRY UNIV. - 320 NW 115 ST, MIAMI SHORES, FLORIDA CONTRACTOR: BEAUCHAMP TECHNICIAN CM Distribution: MISCELLANEOUS: OVERTIME/CYLINDERS 2- CLIENT EASTCOAST ORDER NO.: 2700328 TIME TECHNICIAN ARRIVED ON SITE: 07:00 AM TIME TECHNICIAN LEFT SITE: 10:30 AM TOTAL STAND BY ON SITE: 3.5 TRAVEL TIME: 2 TOTAL REGULAR HOURS: 4.5 TOTAL OVERTIME HOURS: 1 6 - 7AM TIME ALLOWED: RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., '7 0N TI E REPO • • • • • • DATE: 01/18107 DAY: THURSDAY •••• • • AS PER OUR CONTRACT, THIS PROJECT ACCOUNT WAS CHARGED FOR TECHNICIAN STANDBY ¶TME' :' • - • • AT THE PREVIOUSLY AGREED UNIT RATE. THE TOTAL STANDBY TIME CHARGED TO THIS ACC/31311218 • •• �' • • • AS NOTED BELOW. •• • • • • • •• . • • • • TOTAL HRS [STANDBY- INSPEG'11QN1:; 6 1TR'AVEL • • • • • • ••••• • • • ETIENNE PRO P HerE FIE # & • ; • 4� THRESHOLD /SPECIAL INSPECTIONS, BORINGS DENSITY ASPHALT. CONCRETE & "GEOTECHNICAL "TESTING LABORATORY COMPRESSIVE STRENGTH OF CONCRETE TEST PRISMS LABORATORY NUMBER: CLIENT: CONTRACTOR: PROJECT: LOCATION OF POUR: SAMPLED BY: REPORTED TO: RESULTS OF TESTS: 2700493 CUSTOMER NUMBER: BEAUCHAMP BEAUCHAMP BARRY UNIVERSITY MED SCIENCE -320 NW 115 STREET, MIAMI SHORE, FLORIDA FILL CELLS COREY ON: 01/31/07 2- CLIENT -ATTN: R. FOWLER 1 -CITY OF POMPANO BEACH PUBLIC WORKS 1 SET (4) PRISMS SPECIFIED STRENGTH (PSI) DESIGN MIX: SLUMP (INCHES) AIR CONTENT (%) TEMPERATURE OF MIX (F) UNIT WEIGHT (PCF) TOTAL LOAD (POUNDS) AREA (SQ.INCHES) UNIT LOAD (PSI) AGE OF SPECIMEN (DAYS) DATE OF BREAK TYPE OF BREAK CURING DEFECTS DEVIATIONS DIAMETER (INCHES) CONCLUSION: THE ABOVE TEST RESULTS TEST # 1 2 3 4 3000 GROUT 9.5" 72 6 • • • • 21205 20526 • • • .. • ' • • 9.77 9.77 9.77 • • •: •'9.77 ' " • --.4 2170 2101 0 040000 0 - • • • • • 7 7 28 • ' 28 : � • . .... 02/07/07 02/07/07 02/28/07 _ , ...0.2,08/0Z .. • 0•:0 E E �, ' 00 1 1608 MOISTURE ROOM •••••• • • NONE • • • NONE • 11 � •••• • ;... 3.125" 3.125" 3.125" • 16. 3; 125" .. ' , : ' DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED * • • CONCRETE FURNISHED BY: SUPERMIX TRUCK NUMBER: 07 :00 AM 147 TICKET NUMBER: WEATHER: 61 -73 413908 BATCH TIME: 06:38 AM TEST MADE: • 4100 NORTH POWERLINE ROAD - SUITE G -1 POMPANO BEACH, FLORIDA 33073 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 STANDARDS FOR METHODS OF TEST : ASTM C-39 RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CRAIG S. SMITH, PRESIDENT EASTCOAST TESTING & ENGINEERING, INC. X Cone (a) 4361 OKEECHOBEE BLVD., - SUITE A -5 WEST PALM BEACH, FLORIDA 33409 1 -800- 3297645 (SOIL) - (561) 4718220 Cone and Split Cone and Shear Shear (b) (C) (d) Columnar (e) • • • • • • • ETIENNE PROPHETE,, P.E., # 44316 THRESHOLD /SPECIAL INSPECTIONS, BORINGS, DENSITY ASPHALT, CONCRETE & "GEOTECHNICAL "TESTING LABORATORY COMPRESSIVE STRENGTH LABORATORY NUMBER: CLIENT: CONTRACTOR: PROJECT: LOCATION OF POUR: SAMPLED BY: REPORTED TO: RESULTS OF TESTS: OF 2700498 CONCRETE TEST CUSTOMER NUMBER: CYLINDERS BEAUCHAMP BEAUCHAMP BARRY UNIVERSITY MED. SCIENCE -320 NW 115 STREET, MIAMI SHORES 1ST ELEVATION CLIENT REP. ON: 01/31/07 2- CLIENT 1 SET (5) CYLINDERS SPECIFIED STRENGTH (PSI) DESIGN MIX: SLUMP (INCHES) AIR CONTENT ( %) TEMPERATURE OF MIX (F) UNIT WEIGHT (PCF) TOTAL LOAD (POUNDS) AREA (SQ.INCHES) UNIT LOAD (PSI) AGE OF S P E C I M E N ( D A Y S ) DATE OF BREAK TYPE OF BREAK CURING DEFECTS DEVIATIONS DIAMETER (INCHES) CONCLUSION: THE ABOVE TEST RESULTS TEST # 1 2 3 4 5 3000 PEA ROCK N/F 89975 94563 28.27 28.27 28.27 28.22 •' • •. 28.27 3183 3345 0 : ... 0 "" 0 " ": 7 7 28 6. ' 28 :. • q • 28 _ _ • • • 02/07/07 02/07/07 02/28/Or o • X42/28/07 0212807 B B •••• • MOISTURE ROOM • NONE ••• • ••;• ' NONE ' 6" 6" 6" _ 6" 6" • , DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTTD * • ... "0 ••••1 CONCRETE FURNISHED BY: SUPERMIX TRUCK NUMBER: N/F N/F TICKET AMBER: '.. WEATHER r 69!73 • • • Jl/F : • • • 1 BATCH TIME: N/F TEST MADE: • : • EASTCOAST TESTING & ENGINEERING, INC. 4100 NORTH POWERLINE ROAD - SUITE G -1 4361 OKEECHOBEE BLVD., - SUITE A -5 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1- 800 - 3297645 (SOIL) - (561) 4718220 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 STANDARDS FOR METHODS OF TEST : ASTM C-39 RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CRAIG S. SMITH, PRESIDENT gAdb- ETIENNE PROPHETE, P E., # 44316 X Cone (a) Cone and Split Cone and Shear Shear (b) (c) (d) Columnar (e) • • • • • • • THRESHOLD /SPECIAL INSPECTIONS BORINGS DENSITY ASPHALT, CONCRETE & "GEOTECHNICAL "TESTING LABORATORY • • • • ESTABLISHED 1981 PROCTOR COMPACTION TEST PERMIT # N/A PO #: N/A CLIENT: BEAUCHAMP LABORATORY #: 2700141P PROJECT: 320 NW 115TH STREET - MIAMI SHORES - BARRY UNIVERSITY SAMPLE LOCATION: PROPOSED STRUCTURAL FILL MATERIAL DATE: JANUARY 05, 2007 SAMPLED BY: C. MONTGOMERY ON: JANUARY 03, 2007 TESTED BY: C. SMITH ON: JANUARY 05, 2007 SAMPLE DESCRIPTION: LIGHT GRAY FINE - MEDIUM GRAINED SAND LITTLE LIMEROCK FRAGMENTS CONTRACTOR: BEAUCHAMP RESULTS OF TEST: THE FOLLOWING PROCTOR TEST WAS PERFORMED IN ACCORDANCE WITH ASTM DESIGNATION D1557 USING A 10 POUND RAMMER AND AN 18 INCH DROP: AASHTO T -180 DRY DENSITY PERCENT MOISTURE WET DENSITY - PCF LBS /CUBIC FT POINT #1 5.7 111.6 105.5818 POINT #2 7.6 ' 114.9 ••••106.7844 POINT #3 9.4 119.3 • ••• ••••109.049'4: POINT #4 11.3 123.5 " ' ; ..110.961A: POINT #5 13.3 123.5 . •109.0en, , .••• •• • • • • • • • . MAXIMUM DRY DENSITY PCF: 111 SPECIFIC q ITY: SOIL CLASSIRWION: i OPTIMUM MOISTURE CONTENT %: 11.3 fit -3 ••• • • • • •••• •••• ' • • NOTES: REMARKS: STRUCTURAL FILL MATERIAL •••••• • RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING INC., A ,,i1 PROCTOR ANALYSTS S ASTM DES. D -1557 METHOD C -- 124 ' •• + " .■ NE -122 _118 -116 -114 -112 110 -120 .VSITY > c CRAIG S. SMITH, PRESIDENT �-�✓ 10 .'° 5 7 7.6 9 4 11.3 13.3 ETIENNE PROPHETE, P.E. STATE ATE ©F FLORIDA #44316 1 MOISTURE CONTENT sic 1, Q ORY DENSITY - WETDENSfTY- PCF t PCF "Nto FEB 2 7 2007 BY: EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 FACSIMILE #954 - 9718872 4361 Okeechobee BLVD.... - Suite A -5 West Palm Beach, Florida 33409 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 (800) 329 -7645 (SOIL) - (561) 471 -8220 • • • • • • • THRESHOLD /SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL LABORATORY TEST # LIFT # TEST LOCATIONS PROBE INCHES MOISTURE PERCENT DRY DENSITY PCF % FIELD COMPACTION PERCENT REQUIRED 1 1ST NORTHEAST CORNER OF PAD AT -36" TO -48" 12 9.7 113.3.•••11Q2.1 98 2 1ST SOUTHEAST CORNER OF PAD AT -36" TO -48" 12 . 9.4 • _ 113 • • • 101.8 , '• "98 3 1ST SOUTHWEST CORNER OF PAD AT -36" TO -48" 12 12 10.1 9.8 • • • • 114.x • 113.6' . 103.5 ' '02.3 6 98 • • • • V( 4 _ 1ST NORTHWEST CORNER OF PAD AT -36" TO -48" 5 • 0.0 - 6 , .�.. • _ • 40.0 • • • p, 9 • • 0.0 .• _ 10 • . • •••• 0.0 11 . • ••••0.0 • 12 '••- : ••_ V.0 • 13 • D.0 14 _ _ 0.0 15 0.0 CONCLUSION: THE ABOVE TEST RESULTS DO COMPLY IMTH PROJECT SPECIFICATIONS UNLESS NOTED * BF: BACKFILL S: SUBGRADE BC: BASE COURSE NG: NATURAL GROUND F: FOOTING CP: COLUMN PAD BG: BELOW GRADE FG: FINAL GRADE OTHER: (PROCTOR 111 11.3 VALUE #2 - PCF: I OPTIMUM MOISTURE % 1 (LAB # .- 12700141P • 4100 NORTH POWERLINE ROAD - SUITE G -1 4361 OKEECHOBEE BLVD., - SUITE A -5 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1- 800 - 3297645 (SOIL) - (561) 4718220 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 LABORATORY NUMBER: CLIENT FAX NUMBER: CLIENT: PROJECT: CONTRACTOR: SOIL DESCRIPTION # 1: SOIL DESCRIPTION # 2: AREAS TESTED: PERFORMED BY: REPORTED TO: RESULTS OF TESTS: RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CRAIG S. SMITH, PRESIDENT EASTCOAST TESTING & ENGINEERING INC. FIELD DENSITY TEST 2700150 CUSTOMER #: PO NUMBER: BEAUCHAMP CONSTRUCTION BARRY UNIVERSITY SCHOOL OF GRADUATE MEDICAL SCIENCES 320 NW 115th STREET, MIAMI SHORES, FL BEAUCHAMP CONSTRUCTION LIGHT GRAY FINE - MEDIUM GRAINED SAND AND LITTLE LIMEROCK FRAGMENTS PROPOSED 2 -STORY BUILDING AT 1ST LIFT COREY 2 CLIENT ON: 01/05/07 ON: 01/09/07 PASS NOTE: STANDARDS FOR METHOD OF TEST: ASTM D2922 TEST RESULTS INDICATE THE TOTAL DEPTH BELOW EXISTING GRADE AT PROBE DEPTH ONLY AND DOES NOT REFLECT THE SOILS BEARING CAPACITY FOR FOUNDATION DESION/CERTIFICATION AS STANDARD PENETRATION TEST BORINGS WOULD DETERMINE. ETIENNE PROPHETE, P.E. STATE OF FLORIDA #44316 THRESHOLD /SPECIAL INSPECTIONS, BORINGS, DENSITY ASPHALT CONCRETE & "GEOTECHNICAL "TESTING LABORATORY PROCTOR VALUE #1 - PCF: 116.5 OPTIMUM MOISTURE % 10.1 LAB # 2700176P PROCTOR VALUE #2 - PCF: MOISTURE PERCENT OPTIMUM MOISTURE % - LAB # 1 LABORATORY NUMBER: CLIENT FAX NUMBER: CLIENT: PROJECT: CONTRACTOR: SOIL DESCRIPTION # 1: SOIL DESCRIPTION # 2: AREAS TESTED: PERFORMED BY: REPORTED TO: EASTCOAST TESTING & ENGINEERING, INC. 4100 NORTH POWERLINE ROAD - SUITE G -1 POMPANO BEACH, FLORIDA 33073 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 2700157 CRAIG S. SMITH, PRESIDENT FIELD DENSITY TEST PROPOSED 2 -STORY BUILDING, 4TH LIFT COREY 2 CLIENT NOTE: STANDARDS FOR METHOD OF TEST: ASTM D2922 RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CUSTOMER #: PO NUMBER: 4361 OKEECHOBEE BLVD., - SUITE A -5 WEST PALM BEACH, FLORIDA 33409 1- 800 - 3297645 (SOIL) - (561) 4718220 BEAUCHAMP CONSTRUCTION CO. BARRY UNIVERSITY SCHOOL OF GRADUATE MEDICAL SCIENCES - 320 NW 115th STREET, MIAMI SHORES, FL BEAUCHAMP CONSTRUCTION CO. BROWN -GRAY FINE - MEDIUM GRAINED SAND AND SOME LIMEROCK ON: 01/09/07 ON: 01/11/07 TEST RESULTS INDICATE THE TOTAL DEPTH BELOW EXISTING GRADE AT PROBE DEPTH ONLY AND DOES NOT REFLECT THE SOILS BEARING CAPAC, Y FOR FOUNDATION DESIGN/CERTIFICATION AS STANDARD PENETRATION TEST BORINGS WOULD DETERMINE ETIENNE PROPHETE, P.E STATE OF FLORIDA #44316 THRESHOLD /SPECIAL INSPECTIONS. BORINGS. DENSITY ASPHALT CONCRETE & "GEOTECHNICAL "TESTING LABORATORY r..,.. TEST # LIFT # TEST LOCATIONS PROBE INCHES MOISTURE PERCENT DRYDENSITY PCF % FIELD COMPACTION PERCENT REQUIRED 1 4TH NORTHWEST CORNER OF PAD AT 0 TO -12" 12 10.9 115.3 • • • • 99.0 98 2 4TH SOUTHWEST CORNER OF PAD AT 0 TO -12" 12 8.34 • 114.9 • • .. 98.6 • • •' $8 3 4TH SOUTHEAST CORNER OF PAD AT 0 TO -12" 12 8 • 114.4' . • 98.2 'as 4 4TH NORTHEAST CORNER OF PAD AT 0 TO -12" 12 9.5' • • ' • ' 115.6 .6 99.2 "'la 5 0.0 _ 6 ....• •• ■ • 0.0 7 „'• _ . 0.0 • • 8 • • as .s /�0 . M' 9 • • 0.0 • . 10 ; • • •••• 0.0 11 • • "•••• 0.0 • ' 12 '.•" • •._ L.0 • • 13 • b.0 14 _ 0.0 15 0.0 CONCLUSION: THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED * BF: BACKFILL S: SUBGRADE BC: BASE COURSE NG: NATURAL GROUND F: FOOTING CP: COLUMN PAD BO: BELOW GRADE FG: FINAL GRADE OTHER: LABORATORY NUMBER: CLIENT FAX NUMBER: CLIENT: PROJECT: CONTRACTOR: SOIL DESCRIPTION # 1: SOIL DESCRIPTION # 2: AREAS TESTED: PERFORMED BY: REPORTED TO: EASTCOAST TESTING & ENGINEERING, INC. 4100 NORTH POWERLINE ROAD - SUITE G -1 POMPANO BEACH, FLORIDA 33073 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 2700157 CRAIG S. SMITH, PRESIDENT FIELD DENSITY TEST PROPOSED 2 -STORY BUILDING, 4TH LIFT COREY 2 CLIENT NOTE: STANDARDS FOR METHOD OF TEST: ASTM D2922 RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CUSTOMER #: PO NUMBER: 4361 OKEECHOBEE BLVD., - SUITE A -5 WEST PALM BEACH, FLORIDA 33409 1- 800 - 3297645 (SOIL) - (561) 4718220 BEAUCHAMP CONSTRUCTION CO. BARRY UNIVERSITY SCHOOL OF GRADUATE MEDICAL SCIENCES - 320 NW 115th STREET, MIAMI SHORES, FL BEAUCHAMP CONSTRUCTION CO. BROWN -GRAY FINE - MEDIUM GRAINED SAND AND SOME LIMEROCK ON: 01/09/07 ON: 01/11/07 TEST RESULTS INDICATE THE TOTAL DEPTH BELOW EXISTING GRADE AT PROBE DEPTH ONLY AND DOES NOT REFLECT THE SOILS BEARING CAPAC, Y FOR FOUNDATION DESIGN/CERTIFICATION AS STANDARD PENETRATION TEST BORINGS WOULD DETERMINE ETIENNE PROPHETE, P.E STATE OF FLORIDA #44316 THRESHOLD /SPECIAL INSPECTIONS. BORINGS. DENSITY ASPHALT CONCRETE & "GEOTECHNICAL "TESTING LABORATORY PROCTOR VALUE #1 - PCF: 116.5 OPTIMUM MOISTURE % 10.1 LAB # 2700176P PROCTOR VALUE #2 - PCF: % FIELD comPACnoN OPTIMUM MOISTURE % 1 LAB # NORTHEAST CORNER OF PAD AT -24" TO -36" RESULTS OF TESTS: PASS TEST # LIFT # TEST LOCATIONS PROBE INCHES MOISTURE PERCENT DRY DENSITY PCF % FIELD comPACnoN PERCENT REQUIRED 1 2ND NORTHEAST CORNER OF PAD AT -24" TO -36" 12 8.6 114 .•••28.7 . 98 •'." DI 2 2ND SOUTHEAST CORNER OF PAD AT -24" TO -36" 12 10.3! _ • . 116.9 "900.3 700.3 3 2ND SOUTHWEST CORNER OF PAD AT -24" TO -36" 12 9.1 • • • 116.$' • •_ 99.8 98 4 2ND NORTHWEST CORNER OF PAD AT -24" TO -36" 12 8.9' . 115.4 • 99.4 _ 9$ 5 3RD CORNER OF PAD AT -12" TO -24" 12 8.5 . - _ 116.2 _99.7 : • • •9$ 6 _NORTHWEST 3RD SOUTHWEST CORNER OF PAD AT -12" TO -24" 12 9.3 , _ • 115.9 • ..99.5 ....98 ..:.94 7 3RD SOUTHEAST CORNER OF PAD AT -12" TO -24" 12 8.6 _ 115.5.. 99.1 8 3 R D N O R T H E A S T C O R N E R OF P A D AT -12" T O -24" 12 9, . • ..' 116.8 '140.3 • • • •98D 9 • 0.0 • ` 10 • • ••••_0.0 11 _ II ._ •... 0.0 • 12 � .." • •••• 71.0 . 13 ' S.0 14 0.0 15 0.0 CONCLUSION: THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED * BF: BACKFILL S: SUBGRADE BC: BASE COURSE NG: NATURAL GROUND F: FOOTING CP: COLUMN PAD BG: BELOW GRADE FG: FINAL GRADE OTHER: NOTE: STANDARDS FOR METHOD OF TEST: ASTM D2922 RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CRAIG S. SMITH, PRESIDENT EASTCOAST TESTING & ENGINEERING, INC. 4100 NORTH POWERLINE ROAD - SUITE G -1 4361 OKEECHOBEE BLVD., - SUITE A -5 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1 -800- 3297645 (SOIL) - (561) 4718220 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 FIELD DENSITY TEST LABORATORY NUMBER: 2700176 CUSTOMER #: CLIENT FAX NUMBER: PO NUMBER: CLIENT: BEAUCHAMP CONSTRUCTION CO. PROJECT: BARRY UNIVERSITY SCHOOL OF GRADUATE MEDICAL SCIENCES - 320 NW 115th STREET, MIAMI SHORES, FL CONTRACTOR: BEAUCHAMP CONSTRUCTION CO. SOIL DESCRIPTION # 1: BROWN FINE - MEDIUM GRAINED SAND AND SOME LIMEROCK SOIL DESCRIPTION # 2: AREAS TESTED: PROPOSED 2 -STORY BUILDING, 2ND & 3RD LIFTS PERFORMED BY: COREY REPORTED TO: 2 CLIENT ON: ON: 01/08/07 01/11/07 TEST RESULTS INDICATE THE TOTAL DEPTH BELOW EXISTING GRADE AT PROBE DEPTH ONLY AND DOES NOT REFLECT THE SOILS BEARING CAPACITY FOR FOUNDATION DESIGN/CERTIFICATION AS STANDARD PENETRATION TEST BORINGS WOULD DETERMINE ETIENNE PROPHET P.E. STATE OF FLORIDA #44316 THRESHOLD /SPECIAL INSPECTIONS, BORINGS, DENSITY. ASPHALT. CONCRETE & "GEOTECHNICAL °TESTING LABORATORY ESTABLISHED 1981 PROCTOR COMPACTION TEST PERMIT # N/A PO #: N/A CLIENT: BEAUCHAMP LABORATORY #: 2700176P PROJECT: 320 NW 115TH STREET - MIAMI SHORES - BARRY UNIVERSITY SAMPLE LOCATION: PROPOSED STRUCTURAL FILL MATERIAL - 2nd & 3rd lift DATE: JANUARY 09, 2007 SAMPLED BY: C. MONTGOMERY ON: JANUARY 08, 2007 TESTED BY: C. SMITH ON: JANUARY 09, 2007 SAMPLE DESCRIPTION: BROWN FINE - MEDIUM GRAINED SAND SOME LIMEROCK FRAGMENTS CONTRACTOR: BEAUCHAMP RESULTS OF TEST: THE FOLLOWING PROCTOR TEST WAS PERFORMED IN ACCORDANCE WITH ASTM DESIGNATION D1557 USING A 10 POUND RAMMER AND AN 18 INCH DROP: AASHTO T -180 DRY DENSITY PERCENT MOISTURE WET DENSITY - PCF LBS /CUBIC FT POINT #1 4.6 114.7 109.6558 POINT #2 6.7 119.3 •••.111.8088 POINT #3 8.4 123.8 • ••• ••' 114.206 POINT #4 10.1 128.3 •• • •• .316.5304. POINT #5 12.0 128.3 •114.543 § ...• .. . • • ••• • MAXIMUM DRY DENSITY PCF: 116.5 SPECIFIC Ga /ITY: SOIL CLASSIFF(M1ON: ••• NIA ••• OPTIMUM MOISTURE CONTENT %: 10.1 * Ail -b "' • • • • NOTES: REMARKS: STRUCTURAL FILL MATERIAL - 2ND & 3RD LIFTS • •••• • RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING INC., nd .. PROCTOR hit\TA'L Y'S S ASTM DES. D -1557 METHOD C _129 11 p u a ���l. 127 125 121 -119 117 -115 113 ∎∎ ∎� 99 11J w q 111 H CRAIG S. SMITH, PRESIDENT /� 6 ' 1 109 46 6.7 84 10.1 � MOISTURE CONTENT a 12.0 o ETIENNE PROP ETE, P.E. STATE OF FLORIDA #44:316 • Q zl., DRY DENSITY - WET DENSITY- 1 -r- PCF -- PCF EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite 0 -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947-4768 4361 Okeechobee BLVD.... - Suite A-5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 FACSIMILE #954 - 9718872 • • • • • THRESHOLD /SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL LABORATORY • •. • • • • • PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 DATE OF TREATMENT: ? i `_ TIME OF TREATMENT: IN g'. 0 APPLICATOR: ` ' ((�� OUT BUILDER NAME: � 0 CIA) W i Cr3 Aft TREATMENT ADDRESS: CHEMICAL: DATE OF TREATMENT: 34..0 1 t cs r ' .� JOB #: ' ! LOT: BLOCK: UNIT: SPRAY & TAMP SPRAY ONLY SPRAY # • • . • �l�'�� b L•LONS • CHEMICAL: J` %.a �" • • • • • • • MONOLITHIC (0 . S/F STEMWALL • SF •• LIF PERIMETER TREATMENT CIO TIME OF TREATMENT: • •••• • •••• RESIDENTIAL � • L, • •A. CIA • DDMON • • • • • • • • • • • • • •• • GALLONS APPLICATOR: s/ •••• • • •••• • • ••• • L/g • •• 300 S. STATE ROAD 7 PLANTATION, !FLORIDA 33317 954 -584 -8588 1 -800- 749 -8588 FAX: 954-584-6117 IMASI March 26, 2007 Miami Shores Village Building Department 10050 N.E. 2 Avenue Miami Shores, FL 33138 Re: Barry University 320 N.W. 115 Street Mani Shores, FL 33161 Permit #: BP06 - 3030 Gentleman; We have inspected all structural elements from foundation to and including the masonry walls to and elevation below the roof tie beam level. All work was or was corrected to be in compliance to building plans and the Florida Building Code. Should you have any questions or need any additional information, please do not hesitate to contact our office. Sincer iy, M.A. SUAREZ & ASSOCIATES, INC. // Milk. Suarez and Associates Inc. 25 4869 SW 75th Avenue Miami, FL 33155 Tel: 305260.0363 Fax: 305.260.0364 e -mail: mas_eng @bellsouth.net B Y: IMMEEV FEB 2 1 2001 BY: NOTICE TO MIAMI SHORES VILLAGE BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE [ (We) have been retained by (name of owner /agent) Barry University to perform Special Inspector services under the Florida Building Code at the pro (address) 320 NW 115 St , Miami Shores, as of 01 / 1 0 3 / 07 (date). I am a registered Architect or Professional Engineer licensed in the State of Florida. PERMIT NUMBER: p(0 ' 3(3 0 Special Inspector for Reinforced Unit Masonry, FBC 2122.4 51 Special Inspector for Trusses over 35 Ft. Long or 6 Ft. High, FBC 2319.17.2.4.2 ❑ Special Inspector for Steel Connections, FBC 2218.2 ❑ Special Inspector for Soil Compaction, FBC 1820.3.1 N Special Inspector for Precast IJnits & Attachments, FBC 1927.12.2 ❑ Special Inspector for Pilings, FBC 1822.1.20 ❑ Special Inspector for NOTE: Please mark boxes that apply The following individuals(s) employed by this firm or me are authorized to perform inspections. Mario A. Suarez, P.E. 2. 3. Signeti ants be. et Date: _ 4 `7" fr Miami Shores Village Building Department 10050 N.E. 2` Avenue, Miami Shores, F133138 Tel: 305- 795 -2204 * Fax: 305- 756 -8972 Address Miami, Florida License No 1 0):MCG ) -%" L FEB 1 5 2007 1, (we) understand that a Special Inspector inspection Ion for each building must he displayed in a convenient !oo.'*ion on the bite foe reference by the Miami Mom 6uiLdir,g Departrrtem Inspccter. All mandatory inspections, as retpiired tly the Firtrida. Ouilding Code, mast ixu l caned by Mianri Shores. The b tikling: room. must he caned for all Mandatory Morns. In et urns psr,/ornred b r .S,rraes'a Fns erk r.)rarert l y oho 000 irn .t j aitdo #t ' spectu+rii ifonned by ill. Darildmg rtvrretti, Further, upon completion ofthe Work rtndereach Building hermit, sebmit to the Mina :i3ui1ding llepaitment at the:time Were the final inspection the eoratilettal inspection log form and a sealed slatemcnt indicating that, to the best ofmy knowledge, listief and professionaljutignicnt those portions ante project :outlined ;obtain meet the intent of the Florida kiui[ding Codeand are ir{- substantial accordance with die approued;ptan$ Engineer/444d Name ° Mario A. Suarez 4869 SW 7g Fl 33155 PhoneNo. (305) 2 -0663 FEB IA 2 1 2007 BY:--- Miami Shores Village Building Department 10050 N.E. 2" Avenue, Miami Shores, PI 33138 Tel: 305-795-2204 * Fax: 305- 756 -8972 NOTICE TO MIAMI SHORES VILLAGE BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER, THE FLORIDA BUILDING CODE (We) have been retained by (name of owner /agent) _s_ rS: - to perform Special Inspector services under the Florida Building Code at the project (address) . 320 :. 115 _ St , Miatni Shores, as of 01 / 0 3 / 0,7 . (date). I am a registered Architect or Professional Engineer licensed in the State of Florida. PERMIT NUMBER: 4 &17tge ` 3ca3 Special Inspector for Reinforced Unit Masonry, FBC 2122.4 X Special Inspector for Trusses over 35 Ft. Long or 6 Ft. High, FBC 2319.17.2.4.2 ❑ Special Inspector for Steel Connections, FBC 2218.2 ❑ Special Inspector for Soil Compaction, FBC 1820.3.1 Special Inspector for Precast 'Inks & Attachments, FBC 1927.12.2 ❑ Special Inspector for Pilings, FBC 1822.1.20 ❑ Special Inspector for NOTE: Please mark boxes that apply The following individuals(s) employed by this firm or me are authorized to perform inspections. 1 Mario A. Suarez, P.E. 2. 3. Si ;r c c and Sealed Date: Q/0 7 4. 1,.(we) understand that a Special. Inspector inspection log for each building musk 00 for he tIisptay l,in a porwenient.iccai a on tit;, • reference by the Miami Sltor , 4,00,(di ng Dop utaicnt lnapectpr All mandatory inspeCtrons :as recluirod ity tha i lciricltt flail ling Duck. mu t b performed t y Muria Shores. The building inspections mast eAUed for: all mandatory inspcahons lrrs ierrifons /wrfeI me l by he Special Aspeclor hired by tht?!.Otvrw, -are 1x 0040 ike rnandalrxy to specliorrs perfornterl kola Btrifdtn . f epnrlrnont hiirthor, upon completion of the work undercachl3uilding Permit 1 will submtl to3he Miami Shores .liutldrng:Drspartmutt.at.the tirne before the, , final inspedti©u.the eoiupletedinspection 1pg toriri end ii S ealucl stritemoitt.indicating that, to: the be of ely knowlcdg, tutiaf and profeuiunal_ititigment those portions of the ptojrct outlined ahnvomcet tit°, inient.af the Florida l3i+ililinp Cgdc a am it rrbstutuial accordance with the approved plans: EngineeztAfalicet Name Mario A. Suarez 4869 SW 75 Address Miami F1 33155 Phone No. (305) 260-0663 Florida License No: P E. 2 5 41 4 p©ME713 FEB 1 5 2007 MAS FEB 2 1 2001 BY: WI M.A. SUAREZ & ASSOCIATES, INC, 4869 SW 75th Avenue Miami, FL 33155 Tel: 305.260.0363 Fax: 305.260.0364 e -mail: mas_eng @bellsouth.net NOTICE TO MIAMI SHORES VI OF EMPLOYMENT AS SPE THE FLORIDA BUILDING CODE. I have been retained by Beauchamp Construction Co. Inc. to perform special inspector services under the Florida Building Code at the Barry University, Science Building project on the below listed structures as of 01/08/07.I am a professional engineer licensed in the State of Florida. Permit Number: CC06 -2526 The following structural components will be inspected: 1. Foundations 2. Reinforced masonry and concrete columns 3. Second floor and roof concrete slabs, beams and precast joists 4. Wood truss installation Sincere y, M.A. SUAREZ &� h/// • A. Suar BY: OCIAA)E'S INC. P.E. V 07 FE3 13 Air N 9:21 LI HAPMP COHPA NIES PARTMENT OR •'NDER I understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Village. The Miami Shores Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. IVIES lagorug FEB 2 1 zoo, M.A. SUAREZ & ASSOCIATES, INC. I have been retained by Beauchamp Conduction Co., Inc. to perform special inspector services under the Florida Building Code at the Barry University, Science Building project on the below listed structures as of 01/08/07.I am a professional engineer licensed in the State of Florida. Permit Number: CC06 -2526 The following structural components will be inspected: 1. Foundations 2. Reinforced masonry and concrete columns 3. Second floor and roof concrete slabs, beams and precast joists 4. Wood truss installation I understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Village. The Miami Shores Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Sincerely, M.A. SUAREZ & BY: 4869 SW 75th Avenue �,F a° ,; I:- Miami, FL 33155 Tel: 305.260.0363 Fax: 305.260 6 3 3 9: 2 1 11P^,H1ES e -mail: mas_eng @ bellsouth.n NOTICE TO MIAMI SHORES VII_ EPARTMENT OF EMPLOYMENT AS SPECIAL SPECTOR UNDER THE FLORIDA BUILDING CODE. cA.Su .?DES, INC.