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CC-13-2828f, // Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 40 nspection Number: INSP- 206425 Permit Number: CC -12 -13 -2828 Inspection Date: February 07, 2014 Permit Type: Commercial Construction Inspector: Naranjo, Ismael Inspection Type: Final Owner: , BARRY UNIVERSITY Work Classification: Repair Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138- Project: BARRY UNIVERSITY Contractor: BELFOR USA GROUP INC Buildina Deoartment Comments Phone Number Parcel Number 1121360010160 Phone: (954)275 -1977 FENCE REPAIR BLOCK WALL WITH STUCCO Infractlo Passed Comments INSPECTOR COMMENTS False I ector Comments Passed CREATED AS REINSPECTION FOR INSP- 206327. CREATED AS REINSPECTION FOR INSP- 206254. CREATED AS REINSPECTION FOR INSP- 206093. CREATED AS REINSPECTION FOR INSP- 204758. JILL 561 - 215 -5969 Failed No permit posted Plans call for 2 # 5 on top Same coment as before Correction Needed Re- Inspection Fee ❑ No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 February O7, 2014 Page 1 of 1 �'H �� W ,� ,t3 l I ra-wfle BUILDING Miami Shores Village r Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4941. PERMIT APPLICATION Permit Type: BUILDIN FBC 20 Permit No. Master Permit No -a?&23 ROOFING 4;-_7dOB ADDRESS: 1130 K1E 22� Ave - IFIE91 d 4 r___Ty_F= )A 6L L ow D4' 2 ., L�'\'it NlJ1= City: Miami Shores County: Miami Dade Zip: _�5_13 1 Cn 1 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: "WNER: Name (Fee Simple Titleholder): 3Virrril n9yer�14-4 Phone #: Address: 1 1'3 C ,E and � v� City: (j ci rr) i nhore5 State: i- L Zip: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: w�or un fl Phone #: gW C154 ' B90701 Address: L52 4) g 9;VA--Y I i rv- 2d, ` E - A City: i ��r-Cield State: 'L zip: 442r Qualifier Name: t°�im( 1P 1 Q20r�; y-, Phone #: qyw -591p 48989 State Certification or Registration #: CGG 1,51"1 5+P) Certificate of Competency #: Contact Phone #: qF2 b59 " M59 Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ "'Square/Linear Footage of Work: 120 � e Type of Work: ❑Addition DAlteration ❑New Repair/Replace ODemolition Description of Work: '4 u c L c� Color thru tile: ' Submittal Fee $ �/ -0() Permit Fee $ Scanning Fee $ CCF CO /CC $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ 12- I • ?p C) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City state Zip Zip Application is hereby made'to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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." �V--4 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 td 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 apprd and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of 20 13, by 84 QZ cQ WhU Z , who is personally known to me or who has produced As identification and who did take an oath. '2-'—'= NOTARY PUBLIC: sign: Print: My Commission Expires: �l . 1'1 M Nov®ba 12,2D14 FL Nomry Dtawmt Aum CAL Signature 14 �� Contractor The foregoing instrument was acknowledged before me this %C, day of`Zecem 6er, 20 !a, by %ML(e I rR(,0r, who is gzsonall known me or who has produced as identification and who did take an oath. APPROVED BY j /gy// I Plans Examiner NOTARY PUBLIC: Sign: � /'Y Print: r15- My Comm;p WOW s� _•' COMMLS,SION�FFO 5552 ±�@ EXPIRES: JULY 11, 2017 ! Zoning Structural Review Clerk (Revised 3 /12 /2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DECEMBER 23, 2013 Permit No: CC13 -2828 Building Critique Review 1. Zoning approval required. 2. Provide site plan showing the location of the fence to be repair. 3. Provide cross section of the wall, foundation to pickets. Ismael Naranjo Building Official Plan review Is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. Abtech Engineering Inc. JOB TITLE Barry University 10396 West State Road 84, Suite 108 _Miami S_h_o_r_e_s_, FL Fort Lauderdale, FL 33324 - __----------------- JOB NO. 13 -208 NO. 2 Tel: 954 -472 -6050 ___SHEET CALCULATED BY RP DATE CHECKED BY BV DATE 12 -16 -13 www.struware.com Code Search Code: Florida Building Code 2010 - High Velocity Zone Occupancy: Occupancy Group = I Institutional Risk Category & Importance Factors: Risk Category = II Wind factor = 1.00 Snow factor = 1.00 Seismic factor = 1.00 Type of Construction: Fire Rating: Roof = 0.0 hr Floor = 0.0 hr Building Geometry: Roof angle (9) Building length (L) Least width (B) Mean Roof Ht (h) Parapet ht above grd Minimum parapet ht 0.00 /12 0.0 deg 100.0 ft 80.0 ft 0.0 ft 4.0 ft 4.0 ft Live Loads: Roof 0 to 200 sf. 30 psf 200 to 600 sf: 30 psf over 600 sf. 30 psf Floor: Typical Floor 50 psf Partitions 15 psf Corridors above first floor 80 psf Lobbies & first floor corridors 100 psf Balconies (exterior) 100 psf Abtech Engineering Inc. 10396 West State Road 84, Suite 108 Fort Lauderdale, FL 33324 Tel: 954 -472 -6050 Wind Loads Ultimate Wind Speed 175 mph Directionality (Kd) 0.85 Exposure Category C Enclosure Classif. Enclosed Building Internal pressure +/ -0.18 Kh case 1 0.849 Kh case 2 0.849 Type of roof Monoslope T000araahic Factor (Kzt Topography Flat Hill Height (H) 80.0 ft Half Hill Length (Lh) 100.0 ft Actual H /Lh = 0.80 Use H /Lh = 0.50 Modified Lh = 160.0 ft From top of crest: x = 50.0 ft Bldg up /down wind? downwind H /Lh= 0.50 K, = x/Lh = 0.31 K2 = z/Lh = 0.09 K3 = At Mean Roof Ht: 0.000 Kzt = (1 +KIK2K3) "2 = Gust Effect Factor h = 0.0 ft B= 80.0 ft /z (0.6h) = 15.0 ft Rigid Structure e = 0.20 t = 500 ft Zmin = 15 ft C = 0.20 9o, 9v = 3.4 Lz = 427.1 ft Q = 0.91 Iz = 0.23 G= 0.88 use G =0.85 JOB nTLE Barry University Miami Shores, FL JOB NO. 13 -208 SHEET NO. 3 - - - - - - -------- ---- - - - - -- CALCULATED BY RP _ DATE_ CHECKED BY BV DATE 12 -16 -13 i V(Z) z Speed -up 0.000 V(Z ) 0.792 x( upwind) x(downvAnd) 1.000 H/2 H Lh H/2 1.00 2D RIDGE or 3D AXISYMMETRICAL HILL Flexible structure if natural frequency < 1 Hz (T > 1 second). However, if building h/B < 4 then probably rigid structure (rule of thumb). h/B = 0.00 Rigid structure G = 0.85 Using rigid structure default Flexible or Dvnamically Sensitive Structure Natural Frequency (r)j) = 0.0 Hz Damping ratio ((i) = 0 /b = 0.65 /a = 0.15 Vz = 147.8 Nt = 0.00 Rn = 0.000 Rh = 28.282 q = 0.000 RB = 28.282 ri = 0.000 RL = 28.282 ri = 0.000 9R = 0.000 R = 0.000 G = 0.000 h = 0.0 ft Abtech Engineering Inc. JOB TITLE Barry University 10396 West State Road 84, Suite 108 Miami Shores, FL Fort Lauderdale, FL 33324 JOB No. 13 -208 SHEET NO. 4 Tel: 954 -472 -6050 CALCULATED By RP DATE CHECKED By BV DATE 12/16/13 Wind Loads - Other Structures: 51.1 ft Cross-Section Ultimate Wind Pressures Importance Factor= 1.00 Height (h) 57.9 ft Width (D) 9.8 ft Gust Effect Factor (G) = 0.85 Wind Speed = 175 mph Square (wind along dig og nal) Kzt = 1.00_ Exposure = C Af = sf A. Solid Freestanding Walls & Solid Sians (& open signs with less than 30% open) s/h = 1.00 Case A & B Dist to sign top (h) 4.0 ft B/s = 6.50 Cf = 1.34 Height (s) 4.0 ft Lr /s = 0.00 F = qz G Cf As = 64,2A9 Width (B) 26.0 ft Kz = 0.849 As = 104.0 sf Wall Return (Lr) = qz = 56.6 psf F = 6676 Ibs Directionality (Kd) 0.85 Percent of open area Open reduction CaseC to gross area 0.0% factor = 1.00 Horiz dist from windward edge Lf F= gzGCfAs (psf) Case C reduction factors 0 to s 2.68 128.9 As Factor if s /h >0.8 = 0.80 s to 2s 1.76 84.6 As Wail return factor 2s to 3s 1.28 61.5 As for Cf at 0 to s = 1.00 3s to 10s 0.84 40.4 As B. Open Sians & Lattice Frameworks (openings 30% or more of gross area) Height to centroid of Af (z) 15.0 ft Kz = 0.849 Base pressure (qz) = 56.6 psf Width (zero if round) 0.0 ft Diameter (zero if rect) 2.0 ft D(qz) ^.5 = 15.04 Percent of open area t = 0.65 to gross area 35.0% Cf Directionality (Kd) 0.85 C. Chimneys, Tanks, Rooftop Egulament (h >60') & Similar Structures Height to centroid of Af (z) 51.1 ft Cross-Section Square Directionality (Kd) 0.90 Height (h) 57.9 ft Width (D) 9.8 ft Type of Surface N/A Square (wind along dig og nal) Cf = 1.08 F = qz G Cf Af = 71.3 Af Af = sf F= 0 Ibs D. Trussed Towers Height to centroid of Af (z) 15.0 ft e = 0.27 Tower Cross Section square Member Shape flat Directionality (Kd) 1.00 Square (wind along tower diagonal) Cf = 3.24 F = qz G Cf Af = 183.2 Af Solid Area: Af = 10.0 sf F = 1832 Ibs F = qZ G Cf Af = 52.9 Af Solid Area: Af = 10.0 sf F = 529lbs Kz = 1.099 Base pressure (qz) = 77.5 psf h/D = 5.90 Square (wind normal to face) Cf = 1.38 F= %GCfAf = 91.1 Af Af = 1100.0 sf F = 100172 Ibs Kz = 0.849 Base pressure (qz) = 66.6 psf Diagonal wind factor = 1.2 Round member factor = 1.000 SSouare (wind normal to face Cf = 2.70 F = qZ G Cf Af = 152.7 Af Solid Area: Af = 10.0 sf F = 1527lbs �Ei Abtech Engineering Inc. 10396 West State Road 84, Suite 108 Fort Lauderdale, FL 33324 Tel: 954.472.6050 Fax: 954.475.0007 www.abtechengineedng.com Title : Barry University Dsgnr. BV Project Desc.: Masonry Wall Design Project Notes: 5 Job # 13-208 PrNe& 16 DEC 2D13, ZWM Masonry Slender Wall Description : 44- Height Wall General Infl,rmat on Code Ref: ACI 630- 06)MSJC 2006 Sec. 3.3.6 Construction Type :Grouted Hollow Concrete Masonry Vertical Uniform Loads ... Fm = 1.50 ksi Nominal Wan Thickness 8 in Temp D'rff across thickness = deg F Fy - Yield = 60.0 ksi Actual Thickness 7.625 in Min Allow Out -of -plane Defl Ratio = 150 Fr - Rupture = 61.0 psi Rebar °d° distance 3.813 in Minimum Vertical Steel % = 0.0020 Em = fm ` = 900.0 Lower Level Reber ... kfft Max % of p bal. - 0.50 Bar Size # 4.0 DL: Dead Load Grout Density = 140 pcf Bar Spacing 48.0 in Beam Load #1 Block Weight Normal Weight 0.30 k Wall Weight = 55.0 psf Dist from Base 4.0 it Bearing Width Wall is grouted at rebar cells only In Base Width 1.0 ft Leterai Loads tine -Story Wall Dimensions A Clear Height = 1.0 ft B B Parapet height = 4.0 ft Wall Support Condition Top Free, Bottom Fix Initial Lateral Disp. @ Top Support in Vertical Loads.: Vertical Uniform Loads ... ( Applied per foot of Strip Width) DL: Dead Load Lr : Roof Live Load Lf : Floor Live Load 3: Snow Load Ledger Load Eccentricity in ktft Concentric Load 1.0 kfft Vertical Concentrated Loads ... (Applied to fult "Strip Width-) DL: Dead Load Lr : Roof Live Load U: Floor Live Load S: Snow Load Beam Load #1 Eccentricity In 0.30 k Dist from Base 4.0 it Bearing Width 6.0 In Base Width 1.0 ft Leterai Loads Full area WIND load 64.20 psf Wall Weight Seismic Load Input Method: Direct entry of Lateral Wall Weight Fp 1.0 = 0.0 psf Seismic Wall Lateral Load psf Concentrated Lateral Loads ... (Applied to fun STRIP Width? Distributed Lateral Loads ... ( Appted to full 'STRIP Width? Load # 1 Load #2 Load #J Load #2 DL: Dead Load 0.30 k k DL: Dead Load k!ft kf t Lr : Roof Live Load k k Lr : Roof Live Load kill k/ft Lf : Floor Live Load k k Lf : Floor Live Load kill kfft E: Seismic Load k k E: Seismic Load klft kilt W: Wind Load It k W: Wind Load kilt kilt Height above base ft it Location of start 8 end of load above base ... Dist to TOP it ft Dist to BOTTOM it It ,ZRW-WEi Abtech Engineering Inc. 10396 West State Road 84, Suite 108 Fort Lauderdale, FL 33324 Tel: 954.472.6050 Fax: 954.475.0007 www.abtechenonesr ng.com k -n Title : Barry University Dsgnr: BV Project Desc.: Masonry Wall Design Project Notes : 6 Job # 13 -208 PrMted 16 DEC 2M, 2:49PM Masonry Slender Walt Description : 4' -0° Height Wall MIGN.SOMMARY 0.000 Results reported for "Strip Width" of 48.0 In 0.44 0.55 0.90 Governing Load Combination ... Actual Values.. . Allowable Values ... PASS Moment Capacity Check +0.90D +W Maximum Bending Stress Ratio 0.6529 Ibs 0.000 k D +Lr +Lf 0.0 Ibs Axial Load Max Mu 2.183 k -ft Phi * Mn 3.343 k -ft PASS Service Deflection Check D + L + W + S/2 Min. Defl. Ratio 1,630.63 Max Allow Ratio 150 I cracked I effective ! Deflection Max. Deflection 0.007359 In Clear Ht. / Ratio 0.080 in PASS Axial Load Check +0.90D +W Max Pu / Ag 10.989 psi 0.06 * fc 300.0 psi PASS Reinforcing Limit Check +0.90D +W Max Aslbd 0.001093 As/bd = 0.6 * pbal 0.005345 PASS Minimum Moment Check +0.90D +W Mcracking 1.766 k -ft Minimum Phi Mn 3.343 k -ft 15.999 0.000 0.0 Maximum Reactions ... for Load Combination.... 0.44 0.51 33110 11.76 Top Horizontal 0.007 1,630.6 0.0 Ibs 0.000 0.44 0.26 Base Horizontal W Only 331.100 256.80 Ibs 24,229.5 D + L + S + E/1.4 at 0.97 to 1.00 0.000 Vertical Reaction D Only 331.10 5.625 k Design Maximum Combinations.- Moments Axial Load Moment Values 0.6 Load Combination Pu 0.06*feb *t ! Mcr Mu Phi Phi Mn As As Eff As Ratio Rho:bal +0.90D +W at 0.00 to 0.03 0.000 16.560 0.44 0.55 0.90 0.84 0.050 0.050 0.0011 0.0053 geSign Maximum COmbinaticim - Deflections 1.027 k E Only 0.0 Ibs 0.00 Ibs 0.000 k D +Lr +Lf 0.0 Ibs Axial Load Moment Values D +Lf +S Stiffness 0.00 Deflections Load Combination Pu Mcr Mactual j 1 gross I cracked I effective ! Deflection Defl. Ratio Ibs k k -ft _ inaa inA4 ink in D + L + Lf at 0.97 to 1.00 0.000 0.44 0.00 331.10 11.76 11.764 0.000 _ 0.0 D + L + W at 0.87 to 0.90 1.310 0.44 0.00 331.10 16.00 15.999 0.000 0.0 D + L + W + S/2 at 0.97 to 1.00 0.000 0.44 0.51 33110 11.76 40.902 0.007 1,630.6 D + L + S +W/2 at 0.97 to 1.00 0.000 0.44 0.26 331.10 11.76 331.100 0.000 24,229.5 D + L + S + E/1.4 at 0.97 to 1.00 0.000 0.44 0.00 331.10 11.76 11.764 0.000 0.0 D + 0.5(L+Lr) + 0.7W at 0.97 to 1.00 0.000 0.44 0.36 331.10 11.76 331.100 0.001 17,306.8 D + 0.5(L+Lr)+ 0.7E at 0.97 to 1.00 0.000 0.44 0.00 331.10 11.76 11.764 0.000 0.0 reaction Vertical & Horizontal Load Combination _ Base Horizontal 4 Top Horizontal Vertical @ Base D Only 0.0 Ibs 0.00 Ibs _Wall 5.625 k S Only 0.0 ibs 0.00 Ibs 0.000 k W Only 256.8 ibs 0.00 Ibs 1.027 k E Only 0.0 Ibs 0.00 Ibs 0.000 k D +Lr +Lf 0.0 Ibs 0.00 ibs 5.625 k D +Lf +S 0.0 Ibs 0.00 Ibs 5.625 k D +Lf +W +S/2 256.8 Ibs 0.00 ibs 4.598 k D +Lf +S +W12 128.4 Ibs 0.00 Ibs 5.111 k D +Lf +S +E/1.4 0.0 Ibs 0.00 Ibs 5.625 k NOTE (D IN THE SCOPE OF IWRw, ABOUT 4T-0° JAN o 20_i �8° CMU WALL W/ 04 vERT. a 48° O.C. PARTIAL PLAN. 9�bl?\y QI SC,ALi^t 1/4' ■ P-W ' `3IJ13JECT TO C01ti'1F'1_1A l:;F V,'iJ i J?i_L- F F-r fM Raw THE EXISTM RAIL COIF DRILL N NEW TIE BEAM AND FILL W/ EPDXY GROUT. PROVIDE SXI2 TIE BEAM W/ 2 AS TOP, 2 5 BOTTOM 1 03 TIES ® 48" O,C. TYP. DOWEL REBARS NTO EXIST. FOUNDATION, (5 /b° DIA X 4° DEEP EPDXY FILLED HOLES) 7 .'Y..1 a.,. ,.8. ti - EXIST. MASONRY WALL PROVIDE HORIZONTAL JOINT REINFORCEMENT AS DESCRIBED IN NOTE 105 ON SHEET 61. EXIST. 4' HIGH STANDARD 20 GA DOVE TAIL ANCHORS AT MAS. FENCE THE LOCATION OF 14ORIZ. REINFORCING TO REMAIN. I I / / / . . , REUSE EXIST. RAILNG PLACE THE RAILNCs — POST N 30 VIA. X 5° DEEP HOLE FILLED WITH EPDXY GROUT, TYP. 040480 OjC. VERTICAL' DOWELED NTO EXIST. FOUNDATION (3/40 DIA. X 5° DEEP EPDXY FILLED HOLES), TYR EXIST. FOUNDATION TO REMAN EXIST. MASONRY WALL ANCHORAGE OF MASONRY WALL TO EXIST. MAS. WALL SIDES, TYP. 8°X11° TIE BEAM W/ 2 5 TOP, 2 5 BOTTOM AND 9 TIES a 480 O.G. TYR a SEC71ON r�JiC 1 WA WA ti SCOPE OF WOWS L CAREFULLY REMOVE THE BLOCKS TWO FEET BEYOND WHEN THE CRACK APPEARS TO ALL THE WAY TO THE END. (ABOUT 26' -0° N LENCsTW. 2, DOWEL REBAR AS SHOUR 3, STUCCO 4 PANT TO MATCH EXISTING. NOTES: I. GOVMaIMG CODE: FLORIDA BUI.DMG CODE 2010 EDITION. 2. NO MECHANICAL, ELECTRICAL, PLLMNrs WOW, INVOLVED. 3. STRUCTURAL WORK IS LIMITED TO ITEMS OHM N THIS SKETCH ONLY. MASONRY NOTES I. REINFORCED MASONRY WALLS SHALL BE GONSTRUGT'ED IN ACCORDANCE WITH FLORIDA BUILDING GODS 2010 EDITION AND SPECIFICATIONS FOR MA50NRY STRUCTURES, AGI- 530.1' 2. MASONRY UNITS ARE TO BE STANDARD WEIGHT LOAD BEARING UNITS LAY UP IN RUNNING BOND. MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH F'm = 1,500 PSI. 5. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C61O "STANDARD SPECIFICATION FOR HOLLOW LOAD - BEARING CONCRETE MASONRY UNITS' AND SHALL BE GRADE N, TYPE II. 4. MORTAR SHALL COMPLY WITH ASTM 02i0 AND SHALL BE TYPE M OR 5 MADE FROM MASONRY CEMENT WITH A MINIMUM COMPR -551VE STRENGTH OF 2,000 PSI 5. GROUT SHALL COMPLY WITH ASTM 6416 AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. SLUMP SHALL NOT BE LESS THAN 61° NOR MORE THAN 11'. 6. PLACE GROUT IN 4'-0° LIFTS. GROUT SHALL BE CON5OLIDATED BETVEEN LIFTS BY RODDING, PUDDLING, OR MECHANICAL VIBRATION. I ISTIN OF 8 Ga. LONGITUDINAL i PROVIDE HORIZONTAL REINFORG G AT .G. BELOW FINISH FLOOR AND ..,,.- .„ . IN PARAPET) DUR-0 WAL LADUR -.TYPE MEDIUM OR EQUIVALENT). PROVIDE . •° IN FIRST-. SECOND -BED .IOINTS ABOVE — --- HORIZONTAL REINFORCEMENT_ AND -- m., . ♦ to �. .. .r , .. D.. - � NI ING 24- MINIMUM OR 'TO. :END YVAC.L` E�ELOW OPE NGS EXTEND t 4 T i i r r , falIOALE06E ' PLANS AND 5?rX l CATI Wwm? (WITH APPLIC.ABL.E MINIMUM B AIMNS BABJ VAR. E, P .E. FLORIDA ili ai't18A OMW nDWA CA� U h. W O a Q wz Qen en w Q G W xpo Uo M w o ° °� �U fi O x U [z� W a A N a � � � m za Uq z � O ® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 011132014 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(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terns 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 lieu of such endorsement(s). PRODUCER Aon Risk Services Central, Inc. Southfield MI office CONTACT NA Iglc °,No. Ezt): (866) 283 -7122 FAX No : (800) 363 -0105 E -MAIL ADDRESS: 3000 Town Center Suite 3000 COMMERCIAL GENERAL LIABILITY Building Department Southfield MI 48075 USA GL INSURER(S) AFFORDING COVERAGE NAIC # INSURED INSURER A: National Union Fire Ins CO of Pittsburgh 19445 Belfor USA Group. Inc. dba Belfor Property Restoration 1520 S. Powerline Road, suite A Deerfield Beach FL 33442 USA INSURER B: The Insurance Co of the State of PA 19429 INSURER C: & conditions INSURER D: INSURER E: $2,000,000 INSURER F: $100,000 COVERAGES CERTIFICATE NUMBER: 570052654740 REVISION NUMBER: 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. Limits shown are as requested LT'R TYPE OF INSURANCE INSD WVD I POLICY NUMBER MM1DD M LIMITS shores village X COMMERCIAL GENERAL LIABILITY Building Department GL 10050 Miami NE 2 Ave. Shores Village FL 33138 USA EACH OCCURRENCE $2,000,000 CLAIMS -MADE X❑ OCCUR SIR applies per policy terns & conditions PREMISES Fa occurrence $2,000,000 MED EXP (Any one person) $100,000 PERSONAL &ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $4,000,000 POLICY X❑ PRO- ❑X LOC PRODUCTS - COMP /OP AGG $4,000,000 OTHER: A AUTOMOBILE LIABILITY ICA 327 -52 -04 07/01/201307/01 /2014 COMBINED SINGLE LIMIT Ea accident $2,000,000 BODILY INJURY ( Per person) X ANY AUTO BODILY INJURY (Per accident) X ALL OWNED SCHEDULED AUTOS AUTOS X HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE Per accident X Comp Ded $1,000 X Collision Ded $1,000 A X UMBRELLALLAB X OCCUR 4989394 07/01/2013 07/01/2014 EACH OCCURRENCE $5,000,000 EXCESS LIAR CLAIMS -MADE AGGREGATE $5,000,000 DEDI IRETENTION B A WORKERS COMPENSATION AND EMPLOYERS' LIABILI Y YIN ANY PROPRIETOR/ PARTNER I EXECUTIVE OFFICER/MEMBEREXCLUDED? (Mandatory in NH) NIA WC067712682 ADS WC067712677 FL 07 1 2 13 07/01/2013 07/01/20147T 07/01/2014 PER OTH. STATUTE ER E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE -EA EMPLOYEE $1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE- POLICY LIMIT $1,000,006 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached H more space is required) Certificate Holder is included as Additional insured in accordance with the policy provisions of the General Liability policy. CERTIFICATE HOLDER CANCELLATION ©1988 -2014 ACORD CORPORATION. All rights reserved. ACORD 25 (20141101) The ACORD name and logo are registered marks of ACORD :: G c m '6 m 'O 0 S 32 S 'tea .1- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami shores village AUTHORIZED REPRESENTATIVE Building Department 10050 Miami NE 2 Ave. Shores Village FL 33138 USA ©1988 -2014 ACORD CORPORATION. All rights reserved. ACORD 25 (20141101) The ACORD name and logo are registered marks of ACORD :: G c m '6 m 'O 0 S 32 S 'tea .1- 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 2014 D: Business Name: BELFOR USA GROUP INC Receipt #:18EB E 24L5 CONTRACTOR Business Type: Owner Name: JOSEPH CIOLINO Business Opened:06/09/1995 Business Location: 1520 S POWERLINE RD STE A State /COUnty /Cert/Reg:CGC 46432 DEERFIELD BEACH Exemption Code: Business Phone: 954 596 -8989 Rooms Saf$ Employees Machines Professionals 14 For Vending Business Only Number of Machines: Vending Tvne: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 54.00 0.00 0.,00 0:'00 0.00 0.00 54.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: BELFOR USA GROUP INC Receipt #OIA -12- 00012855 185 OAKLAND AVE #150 Paid 09/24/2013 54.00 BIRMINGHAM, MI 48009 2013 -2014 NOTICE OF COMMENCEMENT A RECORDED Co" MUST BE p0M ON TIM PERMIT NO. COUNTY OF M 1 HE UNDERSIGNED hereby ' Me!Tft will be Made to chin real property, anti h r Ff;Wditiatites, the following information Is provided in this Notice of C*n.menceMqnL CFN 201-3RO965387 OR Bk 28944 Ps 04051 (fps} RECORDED 12/10/2013 09:52122 HARVEY RUVINP CLERK OF COURT MIAMI -GAGE COUNTYP FLORIDA LAST PAGE Spice above reserved for use of recording offite 9-* 1_44 al description of �Prope�rtygnd s�bfttjaddrebs. 2n'4 Ag, of improvement 2. Description of improvement: K _kk-t LL u 1 i4h rUl Intepsatinproperty. .0jA2rV_W Name arW addrew of fee simple eleholder- 4. Contractoes, name, address and phone number. A_ p-rd bcmd required by owner torn contractor, if WM AMP.� a#AMw ON.Phone number AM.1.1 ni OLM of Wnd 6 7. Persons wit<iM the Mate of Florida designated by Owner upon M= notices or other dor a Statutes, uments may I* served as Provided by Name;' `dress and .,,nenum S. In addition to himself, miners designates the loffowing Pswn(s) to "MIM a copy of ft Lienor's Notice as 7113.1' Piorldil In Section 9. E)0lt"0n a&0 of fhb Notice of Commepcerneft 4ft 0q*Wl m dds.lsl year from the dace ofrewm'bVurboadWwwd date isspeclffgM WJulN"i*0AVN&'ANY MADE BY THE .QWNER; PROPE �PXVMEN 'i' AFTER THE EKPMT", OFTW NOTICE OFCOMMENCEM84TME CONSIDERED IM Ir U962R'= 713, PART 1, SECTION 713.13..FLCNDA`dWVrjS, AND CAN RESULT IN YOUR PAYING TWICE FOR im . PROPERTY.- A NOTICE OF COMMNOEMENT MUST BE RECORDED AWPOSTED ON THE J013 SITE BEFORE THE Tmp�%MEXTSI TO YOUR I P ­_ - NJF YOU, INTEND TO OBTAIN FINANCING'r CONSUq W FIRS ITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OA .A YOUR NOTICE OF COMMENCEMENT SIgnature(s) of Owns r�.ed OMce rjp.jrjvWr/parbW/Managsr ly "W.010 Preppred ey 69OName Print Name TM.& Pm IS TA 0 DA C"cq Cour, _60 MIAMI -PAI a Irmtrurnalft, was acknowledgedibeftre me this By day 20 I'a lndM#ually,.or. , A for 0011yu.) L I y ---------- 0 SlqnaWeof.Notafyppbib; S 4- Under W of X po 1l RUN 151=11,11111 MEMMUM2014 equ, I dc Asmoo, that the fadft Sidtia ki It are true. to ft beg I)est signattre(s) of 5- 1 4 'a Authorized Officer/bIrBOtor/Padner/Mansger who signedabov.. 0 By BY I=Ai W PAW$ 3na ------------- t U)