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CC-11-949
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 160157 Permit Number: CC -5 -11 -949 Inspection Date: July 21, 2011 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue NEW DOORM Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: MOSS & ASSOCIATES LLC Permit Type: Commercial Construction Inspection Type: PE Certification Letter Work Classification: Alteration Phone Number Parcel Number 1121360010160 -37 Phone: (954)769 -8107 Building Department Comments VIBRO COLUMNS -SOIL RESTORATION Passed�� -',7) Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 July 21, 2011 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 160162 Permit Number: CC -5 -11 -949 Inspection Date: July 21, 2011 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue NEW DOORM Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: MOSS & ASSOCIATES LLC Permit Type: Commercial Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1121360010160 -37 Phone: (954)769 -8107 Building Department Comments VIBRO COLUMNS -SOIL RESTORATION Passed '4f7--7--r/ Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 July 21, 2011 Page 1 of 1 DUNKELBERGER engineering & testing, inc. www ,dunkelberger- engineering.com • Fort Lauderdale • Port Saint Lucie • Sarasota • West Palm Beach Moss and Associates 2101 North Andrews Avenue Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner Subject: Oversight and Related Testing Services During Vibro- Replacement Operations New Three Story Dormitory Barry University Miami Shores, Florida Dear Ms. Werner: INTRODUCTION June 27, 2011 Project No.: FTL -11 -0704 BG 40.1 Dunkelberger Engineering & Testing, Inc. ( Dunkelberger) has provided oversight and related testing services in connection with the vibro- replacement ground modification work that was conducted for the new three story dormitory project at Barry University in Miami Shores, Florida. This report overviews the ground modification activities that were completed, provides results of cone penetrometer tests that were performed to evaluate the ground improvement attained and furnishes our opinion regarding the ability of the improved profile components to safely support the building foundations. PROJECT CONSIDERATIONS The project involves the construction of a three story, U- shaped dormitory building with a typical floor area of 21,500 square feet. Construction of the dormitory employs tilt up concrete panels for the perimeter walls and a system of isolated columns. These components will carry hollow core floors with a two -inch thick concrete topping. We understand that the perimeter walls and interior columns of the structure will impart maximum loads of 10 kips per foot and 450 kips to their foundations, respectively. SUBSURFACE CONDITIONS Subsurface conditions at the location of the dormitory were explored with five 30 -foot deep and two 35 -foot deep Standard Penetration Test borings. These disclosed the building area to be mantled by several inches of organic fine sand (topsoil). The topsoil is underlain by loose to locally medium dense fine sand with variable amounts of limestone and shell fragments that extend to depths of 7 to 10.5 feet below grade. Loose to very loose fine to medium sands occur next in the profile and persist to 25.5 to 32.5 beneath the ground surface. Over the remaining depths explored, the borings encountered a formation of weakly to moderately well cemented sandy limestone. State of Florida Board of Professional Engineers Authorization No. 6870 Toll Free (877) 643.6832 Moss and Associates Oversight and Related Testing Services During Vibro- Replacement Operations June 27, 2011 FOUNDATION DESIGN CONSIDERATIONS Page 2 Owing to the low strength and high compressibility of the sandy profile components, support of the dormitory on spread footings without significant pre- treatment of the subsoils was not feasible. Consequently, we recommended that the structure be supported on shallow spread foundations with the column footing designed for an allowable bearing pressure of 10,000 pounds per square foot (psf) and the wall footings for an allowable bearing pressure 6,000 psf. GROUND IMPROVEMENT PROGRAM Requirements The project specifications required that the vibro- replacement operations be accomplished with a 150- horsepower (minimum) vibroflot exerting a centrifugal force of not less than 22 tons. Treatment of the profile components in the foundation areas was to extend from the footing bottoms to the surface of the limestone formation that the exploratory borings encountered at 25.5 to 32.5 feet below grade. Add fill used in the compaction points was to consist of crushed limestone meeting the gradational requirements for Number 57 coarse aggregate within the Florida Department of Transportation Standard Specifications for Roadways and Bridges. The adequacy of the ground improvement was to be verified with cone penetrometer soundings performed in general accordance with ASTM 3441. An average post- treatment cone penetrometer tip resistance of 120 tons per square foot (tsf) was prescribed in the sands underlying the column footings when tested anywhere in the compaction patterns. A lesser average post- treatment tip resistance on 60 tsf was considered adequate for the subsoils in the areas of the wall foundations. Execution The general contractor for the project, Moss and Associates, engaged Hayward Baker, Inc. (Hayward Baker) to carry out the required ground modification work. Hayward Baker prepared a ground modification plan for the project and presented that plan on its Drawing VR -1 (Barry University Residence Hall) dated May 20, 2011. Center -to- center spacings for the vibro- replacement points were specified to be roughly 6.0 to 7.0 feet depending on the footing type. Vibro - replacement operations for the project began on June 9, 2011 and were pursued unto completion on June 15, 2011. During this period, Hayward Baker completed 237 vibro- replacement points in the foundation areas within the dormitory footprint. These, to the best of our knowledge, are all the vibro- replacement points required by the original ground modification plan. The vibro - replacement points were completed with an S -23 vibroflot which has a 161 horsepower motor capacity and imparts a centrifugal force of 23 tons. The vibroflot was equipped with bottom and top water jets together with appropriate extensions and follow up pipes. The vibroflot was powered by a diesel electric generator with a maximum output of 400 amps. DUNKELBERGER Moss and Associates Oversight and Related Testing Services During Vibro- Replacement Operations June 27, 2011 Page 3 At each point, the vibroflot was advanced to the required depth using a combination of jetting, vibration and self - weight. Once the required treatment depth was reached, backfill consisting of Florida Department of Transportation Number 57 coarse aggregate was added to the compaction crater by a front end loader operating from the ground surface. The backfill was intensely compacted with the vibroflot in one to two foot vertical lifts as the probe was slowly and sequentially withdrawn. Dunkelberger personnel provided daily surveillance of the vibro- replacement operations and maintained detailed records of such information as probe depth, backfill consumption, vibroflot withdrawal rate and electrical current amperage during free swing and compaction performance. Backfill consumption varied from a low of 0.23 cubic yard per vertical foot of treatment to a high of 0.58 cubic yard per vertical foot with most of the consumption values being about 0.30 cubic yard per vertical foot. Vibroflot withdrawal rates ranged from a low of 2.8 feet per minute to a high of 7.0 feet per minute with most being around 4 feet per minute. Maximum amperage readings during the lift compaction typically were on the order of 200 amps. Amperage during free swing in the air was generally about 100 amps. CONE PENETROMETER TESTING Ground improvement attained by vibro- replacement was assessed with fifteen (15) cone penetrometer soundings (designated CPT -1 through CPT -15) that were conducted with a truck mounted, mechanical cone penetrometer equipped with a friction mantle (ASTM D 3441). The CPT sounding locations and depths are described in the table below. The soundings were completed on June 17, 2011. Sounding Number Location with Respect to Vibro- Replacement Points Maximum Footing Plan Size Depth of Sounding CPT -1 Midpoint of 14 & 15 2.0' continuous 11' CPT -2 Centroid of 179, 180 & 181 6.0' x 6.0' 15' CPT -3 Midpoint of 57 & 58 2.0' continuous 11' CPT -4 Midpoint of 1 & 2 2.0' continuous 11' CPT -5 Midpoint of 168 & 169 2.0' continuous 11' CPT -6 Midpoint of 160 & 161 2.0' continuous 11' CPT -7 Centroid of 197, 198 & 199 5.6' x 5.6' 15' CPT -8 Midpoint of 68 & 69 2.0' continuous 11' CPT -9 Midpoint of 144 & 145 2.0' continuous 11' CPT -10 Centroid of 217, 218 & 219 6.0' x 6.0' 15' CPT -11 Midpoint of 81 & 82 2.0' continuous 11' CPT -12 Midpoint of 128 & 129 2.0' continuous 11' CPT -13 Midpoint of 135 & 136 2.0' continuous 11' CPT -14 Midpoint of 104 & 105 2.0' continuous 11' CPT -15 Midpoint of 31 & 32 2.0' continuous 11' Note: Sounding depth referenced to existing ground surface. DUNKBGBERGER Moss and Associates Oversight and Related Testing Services During Vibro- Replacement Operations June 27, 2011 Page 4 Locations of the cone penetrometer soundings were selected based upon review of the vibro- replacement information with consideration given to: 1) average add fill consumption for the points, 2) amperage reading during compaction and 3) withdrawal rates of the vibroflot. Generally speaking, the locations of the soundings that were chosen represent average to worse case conditions of add fill consumption (low), amperage reading (low) and withdrawal rate (high). Detailed records of the cone penetrometer soundings are provided in the Appendix. The cone penetrometer resistances presented on the sounding logs are in units of tons per square foot (tsf). POST IMPROVEMENT EVALUATION The cone penetrometer test results were evaluated from the footing bearing levels (which range roughly from 1.75 feet to 2.25 feet below existing grade) to about 10 feet beneath the bottoms of the wall footings and two foundation widths below the bases of the column footings. Review of the sounding logs shows that most of the CPT readings exceeded the minimum required tip resistance of 60 tsf prescribed for the wall footings and 120 tsf for the column footings. There were, however, some exceptions. The average tip resistance was not achieved for soundings CPT -2, CPT -4, CPT -10 and CPT -15 within the upper 7 to 9 feet of the profile. These cone penetrometer test locations were generally characterized by a vibroflot withdrawal rate of 5 to 6 feet per minute during the installation of the "stone columns ". SUPPLEMENTAL VIBRO - REPLACEMENT TREATMENT Locations at which the vibroflot withdrawal rates exceeded 5 feet per minute were identified from the daily field records and supplemental vibro - replacement prescribed for these areas. Generally speaking, supplemental points were added to either side of the suspected stone columns in the wall footing areas and at the centroid of the arrays in the column foundation areas Based on our recommendations, Hayward Baker completed the supplemental work on June 21, 2011 under the surveillance of a Dunkelberger representative. The location of the supplemental vibro - replacement columns is shown in the table on the next page. The treatment depths of the stone columns extended to 7 feet below grade. DUNK KLBERGER Moss and Associates Oversight and Related Testing Services During Vibro- Replacement Operations June 27, 2011 Location of Supplemental Vibro- Replacement Points Wall Footings Midpoint of Vibro- Replacement Points 28 29 29 30 31 32 32 33 63 64 62 63 67 68 68 69 172 1 1 2 167 168 168 169 Column Footings Centroid of Vibro- Replacement Points 188 189 190 182 183 184 179 180 181 176 177 178 173 174 175 217 218 219 191 192 193 223 224 225 226 227 228 229 230 231 235 236 237 CONCLUSIONS AND RECOMMENDATIONS Page 5 Vibro- replacement operations for the new three story dormitory project at the Barry University Campus in Miami Shores were completed in a workmanlike manner using recognized construction equipment and procedures. Based upon our field observations and tests, we are of the opinion that the improved profile components can safely support wall footings designed for a net allowable bearing pressure of 6,000 psf and column footings designed for a net allowable bearing pressure of 10,000 psf. Subgrade soils existing at the bearing levels of the foundations should be densified with hand led vibratory compaction equipment prior to placement of reinforcing steel and concrete. The subgrade soils should be compacted to not less than 95 percent of the ASTM D 1557 maximum dry density to a depth of 12 inches. oOo We trust that the information presented herein is sufficient for your needs, Should it require any clarification or amplification, please contact us. 3 J. esfi0 GEN4.1*.e' No 27451 S Very truly yours, DUNKELBERGER ENGINEERING & TESTING, INC. Juan Ramirez, .I. Staff Engineer Thomas; Princi FL Regis c W: afizt Attachment: Appendix — Logs of Cone Penetrometer Soundings CPT -1 through CPT -15 DUNKELBERGER APPENDIX: LOGS OF CONE PENETROMETER SOUNDINGS CPT -1 THROUGH CPT -15 A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 -3575 - FAx: (772) 924 -3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Dunkelberger Engineering and Testing, Inc. Project: 3 -Story Dormitory at Barry University, 11300 NE 2nd Avenue Miami, Dade County, Florida Location: CPT - 1 Midpoint between Vibro - Replacement points 14 & 15 Elevation: Existing Grade Field Data P P +S 60 51 46 50 35 55 45 50 21 33 65 70 70 85 105 150 165 145 155 155 160 (9t FR ) Depth (meters) 3, 120 0.4 0.2 55 102 1.3 0.4 56 92 1.4 0.6 60 100 0.8 0.8 41 70 0.9 1.0 60 110 0.8 1.2 52 90 1.5 1.4 60 100 1.3 1.6 31 42 1.6 1.8 38 66 2.0 2.0 75 130 1.0 2.2 80 140 1.9 2.4 90 140 1.4 2.6 100 170 1.6 2.8 125 210 0.9 3.0 165 300 0.4 3.2 175 330 0.8 3.4 165 290 0.7 3.6 170 310 1.1 3.8 180 310 0.9 4.0 180 320 4.2 0 5 10 15 20 O. 25 30 35 40 Date: 6/17/11 Project No.: 1021 Lab No.: 69 Field Crew: C.J. / J.C. Rig ID: Kenworth Page: 1 of 1 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 360 400 440 0 2 4 6 8 -r Y: PROJECTS'20J J IFTL1070 -I - Barry University Dormilory.40.1 - Vibro- Replacement Oversight and CMTS',Vibro- Replacement Report 06.27.11169 - CPT (15) A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 -3575 - FAX: (772) 924 -3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Dunkelberger Engineering and Testing, Inc. Project: 3 -Story Dormitory at Barry University, 11300 NE 2nd Avenue Miami, Dade County, Florida Location: CPT - 2 Centroid of Vibro- Replacement points 179, 180 & 181 Elevation: Existing Grade Field Data P P +S 4c FR Depth (tsf) ; I (meters) 55 110 0.6 0.2 52 57 104 0.6 0.4 27 32 54 1.5 0.6 24 30 48 1.1 0.8 40 44 80 1.0 1.0 13 19 26 6.6 1.2 31 44 62 2.6 1.4 27 39 54 ### ## 1.6 45 E 90 1.2 1.8 45 53 90 2.2 2.0 90 105 180 1.5 2.2 115 135 230 1.1 2.4 100 120 200 1.7 2.6 100 125 200 1.0 2.8 105 120 210 1.3 3.0 140 160 280 0.5 3.2 150 160 300 1.3 3.4 160 190 320 1.4 3.6 160 195 320 1.2 3.8 170 200 340 1.2 4.0 190 220 380 0.7 4.2 180 200 360 0.7 4.4 165 185 330 0.8 4.6 160 180 320 0.4 4.8 155 165 310 5.0 0 5 10 15 25 30 35 40 Date: 6/17/11 Project No.: 1021 Lab No.: 69 Field Crew: C.J. / J.C. Rig ID: Kenworth Page: 1 of 1 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 360 400 440 0 2 4 6 8 Y :'PROJE CTS':20111FTL'070 -/ - Barry University Dormitory', -10.1 - Vibro- Replacement Oversight and CMTS' Vibro- Replacement Report 06.27.11'.69 - CPT (15) A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 -3575 - FAx: (772) 924 -3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Dunkelberger Engineering and Testing, Inc. Project: 3 -Story Dormitory at Barry University, 11300 NE 2nd Avenue Miami, Dade County, Florida Location: CPT - 3 Midpoint between Vibro - Replacement points 57 & 58 Elevation: Existing Grade Field Data qc P P +S (tst) FR 48 96 1.4 30 40 60 4.4 150 170 300 0.4 165 175 330 0.6 210 225 420 0.6 190 210 380 0.5 180 195 360 0.9 190 215 380 0.7 195 215 390 0.3 200 210 400 0.7 160 180 320 0.8 150 170 300 1.5 150 185 300 1.1 180 205 360 1.1 110 140 220 1.2 80 100 160 1.2 90 105 180 1.8 120 145 240 0.8 135 150 270 0.7 165 180 330 1.0 200 225 400 Depth (meters) 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.2 3.4 3.6 3.8 4.0 4.2 0 5 10 15 tLi CLO s 20 25 30 35 40 Date: 6/17/11 Project No.: 1021 Lab No.: 69 Field Crew: C.J. / J.C. Rig ID: Kenworth Page: 1 of 1 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 360 400 440 0 2 4 6 8 111111111_! 1 1111IIIII11111IIIIIIIIIIIIIIIIIII IIIIIIiiiiiiiM1111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIII11i !!IIIIIIIII 111111111111111111111111111111111111111 i 1 111111111111111111111111111111111110 1111111 11111111111111111111111111111111111111011111 1111111111111111111111111111111111111M111 ! 111 111111111111111111111111111111 !ii11111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIC !!!11111111111 IIIIIIIIIIIIIIIIIIIIIII III:liiiiil11i11IIIII 1111111111111111cii1111111111111111111111111 111111111111111111111 1111IIIIIIIII1111111 IIIIIIIIIIIIIIIIIIIIIIIIIi !!11111111111111 I1111IIIIIIIIIIIIIIIIIIIIIIIIIII111 i::!!I111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 K• IPROJECT$420/ 1''.FTL'0704 - Barry University Dormitory'40.1 - Vibro- Replacement Oversight and C:MT.S'Yibro- Replacement Report 06.27.11169 - CPT (15) A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 -3575 - FAX: (772) 924 -3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Dunkelberger Engineering and Testing, Inc. Project: 3 -Story Dormitory at Barry University, 11300 NE 2nd Avenue Miami, Dade County, Florida Location: CPT - 4 Midpoint between Vibro - Replacement point 1 & 2 Elevation: Existing Grade Field Data q, Depth P [ P +S 1 (tsf) ; (meters) 15 30 2.2 0.2 25 30 50 1.1 0.4 30 34 60 2.2 0.6 30 40 60 1.3 0.8 30 36 60 1.3 1.0 30 36 60 1.5 1.2 21 28 42 2.2 1.4 30 37 60 2.4 1.6 58 69 116 1.7 1.8 85 100 170 0.8 2.0 100 110 200 0.3 2.2 110 115 220 1.5 2.4 100 125 200 1.7 2.6 120 145 240 0.6 2.8 150 160 300 0.9 3.0 145 165 290 0.9 3.2 155 175 310 1.1 3.4 150 175 300 1.1 3.6 150 175 300 1.1 3.8 155 180 310 1.3 4.0 155 185 310 4.2 0 5 10 15 tim 20 25 30 35 40 Date: 6/17/11 Project No.: 1021 Lab No.: 69 Field Crew: C.J. / J.C. Rig ID: Kenworth Page: 1 of 1 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 360 400 440 0 2 4 6 8 • • • } Y.• IPROJECTS'2011'!FTL' ,0704 - Burry University Dormitory!40.1 - Vibro- Replacement Oversight and CM7S' Vibro- Replacement Report 06.27.11 69 - CPT (15) A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 -3575 - FAx: (772) 924 -3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Dunkelberger Engineering and Testing, Inc. Project: 3 -Story Dormitory at Barry University, 11300 NE 2nd Avenue Miami, Dade County, Florida Location: CPT - 5 Midpoint between Vibro - Replacement points 168 & 169 Elevation: Existing Grade Field Data q P P +S 1 (tsf) FR Depth (meters) 25 50 1.8 0.2 25 32 50 1.3 0.4 35 40 70 1.3 0.6 31 38 62 2.1 0.8 35 45 70 0.9 1.0 30 35 60 1.5 1.2 30 37 60 1.5 1.4 35 42 70 1.9 1.6 40 50 80 0.8 1.8 55 60 110 1.2 2.0 80 90 160 1.7 2.2 80 100 160 1.7 2.4 80 100 160 1.7 2.6 90 110 180 1.8 2.8 120 145 240 1.4 3.0 120 145 240 1.1 3.2 120 140 240 1.7 3.4 120 150 240 1.1 3.6 130 150 260 1.5 3.8 140 170 280 1.4 4.0 145 175 290 4.2 0 5 I0 15 25 30 35 40 Date: 6/17/11 Project No.: 1021 Lab No.: 69 Field Crew: C.J. / J.C. Rig ID: Kenworth Page: 1 of 1 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 360 400 440 0 2 4 6 8 • • • t Y: PROJEC7S12011'! ITL 0704 - Barry University Dormitoryi40.1 - Vihro- Replacement Oversight and CMTS' Vibro- Replacement Report 06.27.11 i69 - CPT (15) A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 -3575 - FAx: (772) 924 -3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Dunkelberger Engineering and Testing, Inc. Project: 3 -Story Dormitory at Barry University, 11300 NE 2nd Avenue Miami, Dade County, Florida Location: CPT - 6 Midpoint between Vibro - Replacement point 160 & 161 Elevation: Existing Grade Field Data qc P (P +S I (tst) FR Depth (meters) 18 36 1.5 0.2 20 24 40 2.3 0.4 31 38 62 2.1 0.6 50 60 100 1.3 0.8 65 75 130 1.0 1.0 75 85 150 1.3 1.2 60 75 120 1.7 1.4 70 85 140 1.4 1.6 65 80 130 1.5 1.8 80 95 160 2.1 2.0 90 115 180 1.5 2.2 95 115 190 1.7 2.4 90 115 180 2.6 2.6 110 145 220 1.5 2.8 130 155 260 1.3 3.0 150 175 300 1.1 3.2 145 170 290 1.1 3.4 150 175 300 1.8 3.6 155 195 310 1.1 3.8 165 190 330 2.0 4.0 170 220 340 4.2 0 5 10 15 w 20 25 30 35 40 Date: 6/17/11 Project No.: 1021 Lab No.: 69 Field Crew: C.J. / J.C. Rig ID: Kenworth Page: 1 of 1 Cone Bearing, qc (tst) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 360 400 440 0 2 4 6 8 >_ 1': IPROJECTS'2011'.FTG'.0704 - Barry University Dormitory40.1 - Vibro- Replacement Oversight and C'MT.S' Vibro- Replacement Report 06.27.11'b9 - ('PT (15) A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 -3575 - FAX: (772) 924 -3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Dunkelberger Engineering and Testing, Inc. Project: 3 -Story Dormitory at Barry University, 11300 NE 2nd Avenue Miami, Dade County, Florida Location: CPT - 7 Centroid of Vibro - Replacement point 197, 198 & 199 Elevation: Existing Grade Field Data 9` 1 I P P +S j (tsf) FR Depth (meters 58 116 1.1 0.2 100 110 200 1.0 0.4 110 125 220 0.9 0.6 110 125 220 1.2 0.8 110 130 220 1.2 1.0 110 130 220 0.9 1.2 100 115 200 1.3 1.4 80 100 160 1.2 1.6 90 105 180 1.5 1.8 100 120 200 1.3 2.0 100 120 200 1.3 2.2 90 110 180 1.5 2.4 95 115 190 1.7 2.6 80 105 160 2.1 2.8 80 105 160 1.2 3.0 75 90 150 1.8 3.2 85 105 170 1.6 3.4 110 130 220 0.9 3.6 140 155 280 0.7 3.8 155 170 310 0.9 4.0 170 190 340 1.2 4.2 170 200 340 1.2 4.4 175 205 350 1.1 4.6 200 230 400 ##### 4.8 150+ Refusal ## # # ## 5.0 0 5 10 15 = 20 25 30 35 40 Date: 6/17/11 Project No.: 1021 Lab No.: 69 Field Crew: C.J. / J.C. Rig ID: Kenworth Page: 1 of 1 Cone Bearing, qc (tsf) 0 40 80 120 160 200 240 280 320 360 400 440 Friction Ratio, FR 0 2 4 6 8 1 1': 'PROJECTS201 / \ TL.0704 - Barry University Dormitory 40.1 - Vibro- Replacement Oversight and CMI S' Vibro- Replacement Report 06.27.11'\69 - CPT (I5,) A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 -3575 - FAx: (772) 924 -3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Dunkelberger Engineering and Testing, Inc. Project: 3 -Story Dormitory at Barry University, 11300 NE 2nd Avenue Miami, Dade County, Florida Location: CPT - 8 Midpoint between Vibro - Replacement points 68 & 69 Elevation: Existing Grade f Field Data q� P P +S (tsf) I FR 70 140 0.9 55 65 110 1.8 40 55 80 1.3 35 43 70 0.8 35 39 70 1.7 44 53 88 2.3 30 45 60 2.9 51 64 102 1.3 65 75 130 2.0 70 90 140 2.4 110 135 220 1.2 90 110 180 0.7 80 90 160 1.2 70 85 140 1.4 90 105 180 1.5 120 140 240 1.1 130 150 260 1.0 145 165 290 0.5 150 160 300 0.9 165 185 330 0.8 170 190 340 Depth (meters) 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.2 3.4 3.6 3.8 4.0 4.2 0 5 10 15 20 25 30 35 40 Date: 6/17/11 Project No.: 1021 Lab No.: 69 Field Crew: C.J. / J.C. Rig ID: Kenworth Page: 1 of 1 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 360 400 440 0 2 4 6 8 Y: PROJFCT,W011IFTL'.0704 - Barry University Dormitory-10.1 - Vibro- Replacement Oversight and CMTSIVibro- Replacement Report 06.27.11' 69 - CPT (15) A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 -3575 - FAX: (772) 924 -3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Dunkelberger Engineering and Testing, Inc. Project: 3 -Story Dormitory at Barry University, 11300 NE 2nd Avenue Miami, Dade County, Florida Location: CPT - 9 Midpoint between Vibro - Replacement points 144 & 145 Elevation: Existing Grade Field Data I qc P P S (tst) FR Depth j (meters) I 55 110 0.6 0.2 25 30 50 2.4 0.4 35 44 70 2.3 0.6 47 59 94 0.7 0.8 75 80 150 1.3 1.0 80 95 160 1.2 1.2 70 85 140 1.4 1.4 70 85 140 1.4 1.6 80 95 160 1.2 1.8 95 110 190 1.7 2.0 100 125 200 1.7 2.2 100 125 200 1.0 2.4 85 100 170 2.3 2.6 90 120 180 0.7 2.8 130 140 260 0.8 3.0 150 165 300 1.3 3.2 170 200 340 0.8 3.4 200 220 400 -2.5 3.6 205 130 410 ### ## 3.8 150+ Refusal ###### 4.0 0 5 10 15 20 25 30 35 40 Date: 6/17/11 Project No.: 1021 Lab No.: 69 Field Crew: C.J. / J.C. Rig ID: Kenworth Page: 1 of 1 Cone Bearing, qc (tsf) 0 40 80 120 160 200 240 280 320 360 400 440 Friction Ratio, FR -4 -2 0 2 4 6 8 Y :!PROJEC7S'20 /1'FTL',070 -4 - Barry University Dormttory!40.1 - Vihro- Replacement Oversight and CM7S1Vibro- Replacement Report 06.27.11169 - CPT (15) A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 -3575 - FAX: (772) 924 -3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Dunkelberger Engineering and Testing, Inc. Project: 3 -Story Dormitory at Barry University, 11300 NE 2nd Avenue Miami, Dade County, Florida Location: CPT - 10 Centroid of Vibro- Replacement points 217, 218 & 219 Elevation: Existing Grade Field Data Depth P P +S (tsf) FR (meters) 34 68 1.4 0.2 27 34 54 2.4 0.4 50 60 100 1.3 0.6 65 75 130 1.3 0.8 45 58 90 2.2 1.0 45 60 90 1.8 1.2 55 67 110 1.4 1.4 45 57 90 1.9 1.6 35 48 70 1.9 1.8 50 60 100 1.3 2.0 100 110 200 1.0 2.2 100 115 200 1.3 2.4 110 130 220 1.5 2.6 120 145 240 1.1 2.8 140 160 280 0.5 3.0 140 150 280 0.5 3.2 125 135 250 1.3 3.4 120 145 240 1.4 3.6 120 145 240 1.4 3.8 115 140 230 1.4 4.0 90 115 180 1.8 4.2 90 115 180 0.7 4.4 115 125 230 1.4 4.6 90 115 180 1.5 4.8 95 115 190 1.0 5.0 85 100 170 5.2 0 5 10 15 = 20 25 30 35 40 Date: 6/17/11 Project No.: 1021 Lab No.: 69 Field Crew: C.J. / J.C. Rig ID: Kenworth Page: 1 of 1 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 360 400 440 0 2 4 6 8 s 1 Y ::',PROJECTS 2011'FTLD704 - Burry University Dormitory40.1 - Vibro - Replacement Oversight and C'MTS Vibro- Replacement Report 06.27.11',69 - CPT (15) A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 -3575 - FAX: (772) 924 -3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Dunkelberger Engineering and Testing, Inc. Project: 3 -Story Dormitory at Barry University, 11300 NE 2nd Avenue Miami, Dade County, Florida Location: CPT - 11 Midpoint between Vibro - Replacement points 81 & 82 Elevation: Existing Grade Field Data I qe P t P +S (tsf) FR Depth (meters) 46 92 2.2 0.2 51 66 102 1.3 0.4 70 80 140 1.4 0.6 41 56 82 2.6 0.8 40 56 80 1.7 1.0 41 51 82 1.6 1.2 40 50 80 1.5 1.4 39 48 78 1.0 1.6 40 46 80 1.7 1.8 55 65 110 1.2 2.0 85 95 170 1.2 2.2 85 100 170 0.8 2.4 95 105 190 0.7 2.6 100 110 200 1.0 2.8 110 125 220 1.2 3.0 135 155 270 1.0 3.2 140 160 280 0.5 3.4 160 170 320 0.8 3.6 150 170 300 0.9 3.8 150 170 300 1.1 4.0 150 175 300 4.2 0 5 10 15 CIA w = 20 sy 25 30 35 40 Date: 6/17/11 Project No.: 1021 Lab No.: 69 Field Crew: C.J. / J.C. Rig ID: Kenworth Page: 1 of 1 Cone Bearing, qc (tst) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 360 400 440 0 2 4 6 8 • • { Y: PROJECTS'20II iFTL''.0704 - Barry University Dormitory 40.1 - Vibro- Replacement Oversight and CM7YVibro- Replacement Report 06.27.1169 - CPT (15) A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 -3575 - FAx: (772) 924 -3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Dunkelberger Engineering and Testing, Inc. Project: 3 -Story Dormitory at Barry University, 11300 NE 2nd Avenue Miami, Dade County, Florida Location: CPT - 12 Midpoint between Vibro - Replacement point 128 & 129 Elevation: Existing Grade Field Data qc I FR Depth P P +S (tsf) (meters 75 150 0.4 0.2 95 100 190 0.7 0.4 60 70 120 1.1 0.6 75 85 150 1.3 0.8 50 65 100 2.0 1.0 80 95 160 1.2 1.2 100 115 200 1.3 1.4 100 120 200 0.7 1.6 65 75 130 1.0 1.8 50 60 100 1.3 2.0 75 85 150 2.2 2.2 90 115 180 1.8 2.4 110 135 220 1.5 2.6 120 145 240 1.1 2.8 140 160 280 0.9 3.0 170 190 340 0.8 3.2 180 200 360 0.6 3.4 165 180 330 0.8 3.6 155 175 310 0.4 3.8 140 150 280 0.5 4.0 135 145 270 4.2 0 5 10 15 ao w ,4 20 C. 25 30 35 40 Date: 6/17/11 Project No.: 1021 Lab No.: 69 Field Crew: C.J. / J.C. Rig ID: Kenworth Page: 1 of 1 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 360 400 440 0 2 4 6 8 1 { Y :,PROJECTS•201.1.FTL',0704 - Barry University Dormitory 40.1 - Vibro- Replacement Oversight and CMT.SI Vibro - Replacement Report 06.27.11''49 - CPT (15) A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 -3575 - FAX: (772) 924 -3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Dunkelberger Engineering and Testing, Inc. Project: 3 -Story Dormitory at Barry University, 11300 NE 2nd Avenue Miami, Dade County, Florida Location: CPT - 13 Midpoint between Vibro - Replacement points 135 & 136 Elevation: Existing Grade Field Data P P +S (lc (tsf) FR Depth I (meters)! 50 100 1.3 0.2 100 110 200 1.0 0.4 170 185 340 0.6 0.6 210 225 420 0.5 0.8 110 125 220 0.9 1.0 80 95 160 0.8 1.2 65 75 130 1.0 1.4 75 85 150 0.9 1.6 110 120 220 1.2 1.8 120 140 240 1.1 2.0 90 110 180 1.5 2.2 90 110 180 0.4 2.4 110 115 220 0.6 2.6 105 115 210 1.3 2.8 100 120 200 1.7 3.0 100 125 200 1.7 3.2 120 145 240 1.1 3.4 130 150 260 1.0 3.6 140 160 280 0.5 3.8 150 160 300 1.1 4.0 170 195 340 4.2 0 5 10 15 20 25 30 35 40 Date: 6/17/11 Project No.: 1021 Lab No.: 69 Field Crew: C.J. / J.C. Rig ID: Kenworth Page: 1 of 1 Cone Bearing, qc (tsl) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 360 400 440 0 2 4 6 8 • 1': PROIECTS2011'FTL',070 -1- Barry University Dormitory-10.1 - Vibro - Replacement Oversight and CMTS'. Vibro- Replacement Report 06.27.11'69 - CPT (15) A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 -3575 - FAX: (772) 924 -3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Dunkelberger Engineering and Testing, Inc. Project: 3 -Story Dormitory at Barry University, 11300 NE 2nd Avenue Miami, Dade County, Florida Location: CPT - 14 Midpoint between Vibro - Replacement points 104 & 105 Elevation: Existing Grade Field Data P P +S qc (tsf) FR Depth (meters 9 18 2.2 0.2 15 18 30 1.8 0.4 35 39 70 0.9 0.6 41 46 82 1.4 0.8 40 49 80 1.0 1.0 51 57 102 1.2 1.2 55 64 110 1.0 1.4 51 59 102 1.9 1.6 60 75 120 1.1 1.8 44 54 88 1.5 2.0 75 85 150 1.3 2.2 80 95 160 1.2 2.4 95 110 190 1.4 2.6 95 115 190 0.7 2.8 100 110 200 1.3 3.0 105 125 210 0.9 3.2 170 185 340 0.4 3.4 185 195 370 0.9 3.6 195 220 390 ##### 3.8 250 + 500 0.5 4.0 185 205 370 4.2 0 5 10 15 = 20 25 30 35 40 Date: 6/17/11 Project No.: 1021 Lab No.: 69 Field Crew: C.J. / J.C. Rig ID: Kenworth Page: 1 of 1 Cone Bearing, qc (tsf) 0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 I[ II1111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111 110 1111111111111111111111111111111111111111111111111 IIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIII11ii! IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111f 11111111111111111111111111111111111111111111 111111111101111111111111111111111111111111111111111111 111111101111111111111111111111111111111111111111111 1111111111111101111111111111111111111111111111111111 IIIIIIIIIIIIIIIIII: 11111IIII111111IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII�i; IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi IIIIIIIIIIIIIIIIIIII11!! !!!!IIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111111111111111111111111111 M 111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII0!!!!IIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII !!!! INiiilljIIll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII111111111111IIIIIIIIIIIIIIIIIIIIIII111 II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII Friction Ratio, FR 0 2 4 6 8 Y :: PROJECT.S'.2011'FTL'07044 - Barry University Dormitory! -40.1 - Vibro- Replacement Oversight and CMT.S':Vibro- Replacement Report 06.27.11 - CPT (15) A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 -3575 - FAX: (772) 924 -3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Dunkelberger Engineering and Testing, Inc. Project: 3 -Story Dormitory at Barry University, 11300 NE 2nd Avenue Miami, Dade County, Florida Location: CPT - 15 Midpoint between Vibro - Replacement points 31 & 32 Elevation: Existing Grade Field Data i qc P +Si(tst) FR Depth (meters) 18 36 1.1 0.2 15 18 30 2.6 0.4 21 27 42 2.2 0.6 26 33 52 2.0 0.8 31 39 62 2.1 1.0 30 40 60 3.3 1.2 41 56 82 1.0 1.4 27 33 54 1.2 1.6 30 35 60 1.8 1.8 31 39 62 2.1 2.0 35 45 70 1.9 2.2 65 75 130 1.0 2.4 70 80 140 1.4 2.6 110 125 220 1.2 2.8 110 130 220 0.9 3.0 115 130 230 1.4 3.2 120 145 240 0.8 3.4 155 170 310 0.6 3.6 140 155 280 0.9 3.8 150 170 300 0.7 4.0 160 175 320 4.2 0 5 10 15 CIJ s 20 a� D 25 30 35 40 Date: 6/17/11 Project No.: 1021 Lab No.: 69 Field Crew: C.J. / J.C. Rig ID: Kenworth Page: 1 of 1 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 360 400 440 0 2 4 6 8 ti Y :'PROJECIS''2011.FTL'.0704 - Barry University Dormitory-10.1 - Vibro-Replacement Oversight and CM7S1Vibro- Replacement Report 06.27.11'69 - CI'T (15) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JIB SDI AT TIME OF FIRST INSPECTION PERMIT NO.' 1 61569 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NOS I I -2 +% 000c040 STATE OF 1 HEREBY THE UNDERSIGNED hereby gives notice that Improvements will be made to ci property, and it accordance with Chapter 713, Florida Statutes, the following inf is provided in this Notice of Commencement. HARVEY R 1111111111111111111111 I1II11I111 1111111111111 CFN 2011R0350 1 OR Bk 277113 F's 4503; (1130 ) RECORDED 105/27,/20111 15:23113 HARVEY RUVIWr CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST FACIE ORIDA. COUNTY OF DADE RT7FY fiat this le t copy of the this office co AD20 Seel ProPe Description f Improvement sires a By County Courts D C. 3vo N.E. 2nd' .0�:: As17070721FAIR77111117.711111EIUMITIPTia%47 UMW :'iG�?hbllTi761=17I101014i LI 2W ;r► .! 156,1177 *. - ngli'.i'7r "*r- Space ebe reserved forese of recording office nut Miami Ohm r 3 nisi - Ibb28 3. Owner(s) name and address: Interest In property: Name and address of fee simple titleholder. 4. Contractor's name address and phone numb eit 1:!lLLi ■�.'1�7 111- 7_. %.741171110M -74. P. r .( 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: NA 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by _ Section 713.13(1)(a)7.. Florida Statutes. rr, �� ern iy}�' •10..5 j N. :..ressand ehorl =•er ►Y . 'f1 :. -,. 74.'71r,f.�li' [!l i' �"T.i i �•�'I - ,.' ±.. 1Li14v k 8. In addition to himself, Owners designates the blowing person(s) to receive a copy of the Lienora Notice as provided In Section pi.. s3311 713.13(1)(b). Florida Statutes. Nal;a714ress and ne n.umber. ti 0 41- L•` . n nd t G , .par 9. Expiration date of this Notice of Commencement: (the expiranod date b 1 3eser from the date of recording unless a different date Is specified) WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or • ,,....ef?S' Authorized Officer/Director/Partner/Manage Prepared By Prepared By Print Name Asa.. (arils Print Name ( tutT' Title/Office ce ! ter,- S✓ ?CSS a? r% c C 'Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this 347 day of By 13 44e Js.,.. d ctiA+' -g. 5 ❑ Ividually, or C) as for 'a-Personally known, or ❑ produced the following type of identifhca Signature of Notary Public: its . Print Name: !toga let '�- (BEA14 VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTE$ Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are true, to the best of my knowledge and belief. Signature(s) of Owrner(s) or Owner(s)'s Authorized Offlcer/Director/Partner/M By By fir✓ 11141.62 MOOS ei Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ..'. ' INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. CO 11 - /4 Master Permit No. I t ®wr� BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): /6 vac tkto, kle_cs Phone#: (3o o) $19 .. 305D Address: 1130% Na.. .. n1 t zip: 3a161 Phone#: City: 11/4v4 6Vps Tenant/Lessee Name: State: FL 11) c.t 4SCi a \.. r\ JOB ADDRESS: 1130D 0 r `l City: Miami Shores County: Folio/Parcel#: it bbOOo t4 i3 Is the Building Historically Designated: Yes d•:11A. Miami Dade Zip: 3 1b NO \t• Flood Zone: CONTRACTOR: Company Name: A3.v iAbork ?& & 1 Its,• . Phone#: 054\ c + D - tl t 11 Address: p 2.100 ° ..�fOtle City: W 0 Fcc ,1_11 State: FL zip: 7,30013 Qualifier Name: OEe. r E- \ 1'43 t Phone#: $ I �J &8'j 3`"14 I State Certification or Registration #CGGbetc e0 Certificate of Competency #: Contact Phone# :51 3-804 -3941 Email Address: DP1E117aWeY►aywo/Jgs'N',cc" DESIGNER: Archi ZoNt■50t1 6 wAry -e-A (rGv$ Phone#: (56) 9117' 1911 Oke-c1 irlecn ... 1 &cy3 IkS7Dc. 617MS 9G4 �-4a 5O91 lf�.e rrIOSSerneCt 1. torW) Value of Work for this Permit: $ 115 1 0 0 0 OD Square/Linear Footage of Work: 2,3) y G Type of Work: OAddition DAlteration .titlew ORepair/Replace ODemolition Description of Work: \,\ Alr0 CE:Av.60 i " • C A 94S VAc-e -sue Submittal Fee $ Permit Fee $ I6 d O CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Educatlon Fee $ Technology Fee $ Double Fee $ Structural Review $ tf 01 41' TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whic urs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be ap a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 3 The foregoing instrument was acknowledged before mthis P! day of M.* , 201L, by J), 1.„4/z' kt.... • . , day of _ , 20 1 ( , by OVU 2_1'(1-1 who is personally known to me or who has produced who is ers� o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission APPROVED BY 7-1/ Plans Examiner (Revised 07 /10/07)(Revised 06/10/2009)(Revise4 3/15/09) '} Zoning l31 b uctural Review Clerk 6850 Benjamin Road Tampa, Florida 33634 -4416 Tel: 813 - 884 -3441 Fax: 813 - 884 -3820 May 20, 2011 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 ATTENTION: Building Dept. REFERENCE: Hayward Baker Inc. Contractor Registration Miami Shores Village To Whom It May Concern: BAKER Geotechnical Construction Hayward Baker Inc. has submitted this letter and attachments in order to qualify for your Contractor Registration. Attached are copies of our Florida State Contractor's License, Registration License for Miami -Dade County, our Certificate of Insurance, and our Florida Business Qualifier License If you have any questions or need additional information, please call me at (813) 884- 3441. Sincerely, HAYWARD BAKER INC. Paula Miskiel Contracts Administrator /mpm +.LIER California • Colorado • Florida • Georgia • Illinois • Kansas Maryland • Minnesota • Missouri • New Jersey • New York • North Carolina Rhode Island • Tennessee • Texas • Washington • British Columbia www.HaywardBakercom Equal Opportunity Employer A'R17► . CERTIFICATE OF LIABILITY INSURANCE DATE 0/20 °"""' THIS CERTIFICATE IS ISSUED AS A MATTER OF 'INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In Iieu of such endorsement(s). PRODUCER MARSH USA INC. TWO LOGAN SQUARE PHILADELPHIA, PA 19103 -2797 Attn: PhiladelphiaCerts @Marsh.com Fax: 212 - 948 -0360 J10905- ALL-GAWUP -10-11 HBFL NA GAWX N NO CONTACT NAME: A/C No. Extl: FAX Not: E -MAIL PRODUCER CUSTOMER ID fk INSURER(S) AFFORDING COVERAGE NAIC 0 INSURED HAYWARD BAKER INC. ATTN: PAULA MISKIEL 6850 BENJAMIN ROAD TAMPA, FL 33634-4416 INSURER A : Zurich American Insurance Company 16535 INSURER B : N/A N/A INSURER C : Zurich Insurance Company 1460190 INSURER D : EACH OCCURRENCE INSURER E : AMAGE TO RENTED PREEM PREMISES (Ea occurrence) INSURER F : COVERAGES CERTIFICATE NUMBER: CLE -003199857 -01 REVISION NUMBER:1 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR W VD POLICY NUMBER POUCY EFF (MMIDD/YYWI POLICY EXP (MM/DD/YYYY1 LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY X & XCU OCCUR GLO 3373933-07 06/01/2010 06/01/2011 EACH OCCURRENCE $ 1,000,000 AMAGE TO RENTED PREEM PREMISES (Ea occurrence) $ 100,000 CLAIMS -MADE MED EXP (Any one person) $ 10,000 X CONTRACTUAL UA B. PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 1,000,000 GEN'L AGGREGATE UMIT APPLIES PER: POLICY n jE T n LOC PRODUCTS - COMP/OP AGG $ 1,000,000 $ A AUTOMOBILE X UABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS BAP3481708-06 (AOS) 06/01 /2008 06/01/2011 COMBINED SINGLE LIMIT (Ea sodded) $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ X X $ $ C X UMBRELLA LIAR EXCESS UAB X OCCUR CLAMS-MADE 7038478 06/01 /2010 06/01/2011 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 DEDUCTIBLE RETENTION $ $ $ A A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER /EXECUTIVE (mandatory NH) EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS YNN N /A WC3481706-08 (AOS) WC3481793-08 (WI) (W) 06/01/2010 06/01/2010 06/01/2011 06/01/2011 x VVC STATU- OTH- TORY LIMITS ER E.L EACH ACCIDENT $ 1,000,000 E.L DISEASE - EA EMPLOYEE $ 1,000,000 below E.L DISEASE - POUCY UMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) RE: REGISTRATION LICENSE & PERMITS; JOB LOCATION: MIAMI SHORES VILLAGE, FL MIAMI SHORES VILLAGE BUILDING DEPARTMENT IS INCLUDED AS ADDITIONAL INSURED WHERE REQUIRED BY WRITTEN CONTRACT EXCEPT FOR WORKERS' COMPENSATION. THE GENERAL LIABILITY AND EXCESS PLACEMENTS WERE MADE BY MARSH UK. MARSH USA, INC, HAS ONLY ACTED IN THE ROLE OF A CONSULTANT TO THE CLIENT WITH RESPECT TO THIS PLACEMENT, WHICH IS INDICATED HERE FOR YOUR CONVENIENCE. CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 100560 NE 2ND AVE MIAMI SHORES, FL 33138 I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Donna Clampitt C°-^ ,-5r' ACORD 25 (2009/09) © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD MIAMI-DADE COUNTY BUILDING CODE COMPLIANCE OFFICE 140 W. FLAGLER ST„ SUITE 1602 MIAMI FL, 33130 (305) 375-2527 STATE CONTRACTOR'S CERTIFICATE OF VOLUNTARY REGISTRATION WITH MIAMI-DADE COUNTY ISSUED SEPTEMBER 16, 2003 THIS IS TO CERTIFY THAT HAYWARD BAKER INC CONTRACTOR CERTIFICATE NO. CGC061680 TRADE: BUILDING REGISTRATION EXPIRATION DATE: 08/31/2012 ran VP= AUG -92010 HAVING MET THE REGISTRATION REQUIREMENTS OF MIAMI-DADE COUNTYtUWARDWMINO' REGISTERED AS A STATE CONTRACTOR IN THE FOLLOWING CATEGORY(S): 0004 GENERAL (STATE) WITH ALL WORK TO BE DONE UNDER THE SUPERVISION, DIRECTION AND CONTROL OF QUALIFYING AGENT ELLIOT DEAN A S.S.N. - - 694 ALTERATION, REPRODUCTION OR TRANSFER OF THIS CERTIFICATE IS PROHIBITED. HAYWARD BAKER INC 6850 BENJAMIN RD TAMPA HERMINIO GONZALEZ, P.E. SECRETARY, CONSTRUCTION TRADES QUALIFYING BOARD FL 33634 AC# 504282 STATE OF FLORIDA. DEpAR NT 4F sz ss pRon S TONAL 3 E LikTION L£3A1a`"` RU ', `ION, INDUSTRY IoE SSII+TG BOA. aTCO� tauMBER LICENSE NBR 'tO003 ,5 00'':.: 061600 The GENERAL CONTRACTOR Named,, be3.ow ' IS CERTIFIED Under the provisions of Chapter; 489 FS. Expiration date: AUG 31, 2012.: EI,ILIOTT, - AN ;;ALLEN HAY>iARD -BA R 'INC 6850 BENJAMIN' ROAD TAMPA CBARL:IB CRIST GOVERNOR FL 33634 Sf.i# L4 DISPLAY A-S REQUIRED BY LAW 1I TERIM STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 HAYWARD BAKER INC 6850 BENJAMIN ROAD TAMPA FL 33634 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to Improve the way we do business in order to serve you better. For information about our services, please log onto www.myfioridaticense.com. There you can find more Information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE (850) 487 -1395 STATE OF FLORIDA AC# 4416516 DEPARTMENT OP BUSINESS AND PROFESSIONAL REGULATION QB0015535 - 05/28/09 080492451 QUALIFIED BUSINESS ORGANIZATION HAYWARD BAKER INC (NOT A LICENSE TO PERFORM WORK. ALLOWS COMPANY TO DO BUSINESS IF IT HAS A LICENSED QUALIFIER.) xi; QUALIFIED modal the provision of Ch.489 P5 aspiration data, AUG 31,- 2011 L09 03213 014 0 4 AU 44- 6 OF HH STATE OF FLORIDA gg* DEPARTM CONSTRUCTION INDUSTRYRLICENSINGGLOAR DULATION BOARD SE L09052801404 The BUSINESS ORGANIZATION Named below IS QUALIFIED Under the provisions of Chapter 489 FS. Expiration date: Ant 31, 2011 (THIS IS NOT A LICENSE TO PERFORM WORK. THIS ALLOWS COMPANY TO DO BUSINESS ONLY IF IT HAS A QUALIFIER.) HAYWARD BARER INC 6850 /5 TAMPA Mss JAMIN FL 33634 LIE MIST GOVERNOR DISPLAY AS REQUIRED BYLAW CHARLES W. DRAGO SECRETARY iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by ice: b.its. S to perform special inspector services under the Florida 2. uildin - Code at the stL± .r '�. ' g �i . � l_ —ir project on the below listed structures as of a - 1 t (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35 LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (84408.5:2) X" SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4:3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & TTACF MENTS, FBC 1927.12 (R4�05.9.12) Ki SPECIAL INSPECTOR FOR 4 'l O .S €_ COLS vv ,S Note: Only the marked boxes apply. The IIlowin individuals) mploy by this firm or me are authorized repr entatives to perform inspection * 1. TL b® �lc- 2. GtM-kS 3. WID,A• 4. ? I-ri i--A'A i f f 7Z *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or !censure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. 1, (we) 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 County. The 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 Bulding Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and prof .. riai judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in sub '! . +al accordance with the approved plans. Si, I and Sealed En lineserla hg$ 064:1 1VA0E- Address X31 MO 33r°' Ave- DAT 1 Phone No. Ci,LI --2S 0 114 Cre= ed n 6/10/2009