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FW-12-886Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 177853 Permit Number: FW -5 -12 -886 Scheduled Inspection Date: September 11, 2012 Inspector: Rodriguez, Jorge Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Kolasa Hall Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: CARLSON FENCE COMPANY INC Permit Type: Fence/Wall Inspection Type: Final Work Classification: Wire Fence Phone Number Parcel Number 1121360010160 -33 Phone: (305)593 -8590 Building Department Comments FENCE INSTALLATION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 173756. Not Ready. NB At FA/4— 2. , /mod September 10, 2012 For Inspections please call: (305)762 -4949 Page 12 of 20 AM.a Coitsubang Engineers, ['c. t 4705 S.W., 143rd Aw Kam, FL 33175 r j 7 ) 2253171 TO: To Whom It May Concern FROM: Fernando Azcue, P.E Structural Engineer, FL Reg. No. 65521 DATE: September 9, 2012 RE: Benincasa and Kolasa Hall project The fence that has been installed at the chiller yard for the Benincasa and Kolasa Hall project has not jeopardized the structural slab nor has it jeopardized the edge of the structural slab. All the fence post cores have been infilled with structural grout to ensure the slab has not lost its structural integrity. The chiller yard fence post have been installed per sheet F-2 which was provided for the fence permitting. Should you have any questions or need any additional information, please do not hesitate to contact me. Sincerely, Ferns : ( Zigrr . tic No. 65521 S.L No 7023770 CHAIN LINK FENCE SPECIFICATION COMPONENT UNE POST:2 7/8 "0X 1/4" PVC COATED STEEL PIPE SCHEDULE 40 HOT DIP GALVANIZED O CORNEERRVEN D POST: 4"OX 1/8" PVC COATED STEEL PIPE SCHEDULE 40 HOT DIP GAI O TOP RAIL:1 5/8 "0X 1/8" PVC COATED STEEL PIPE SCHEDULE 40 HOT DIP GALVANIZED BRACE RAIL 5/8"8X 1/8" PVC COATED STEEL PIPE SCHEDULE 40 HOT DIP GALVANIZED O POLY VINYL CHLORIDE (PVC) COLOR COATED STEEL CHAIN UNK FABRIC, MESH S1ZE.2". FABRIC FINISH GAUGE: 9 GAUGE 4" PVC COATED END POST CAP J7 UNE POST CAP TENSION BAR, PVC COATED TENSION IMRE, PVC COATED TENSION BAND 0 ADJUSTABLE TRUSS ROD GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2007. 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPUCABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 3. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 4. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 5. ENGINEER'S VISITS TO THE SITE DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR TO INSPECTION. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JO8 SITE. ANY DISCREPANCIES BETWEEN PLANS, SECTIONS AND DETAILS OR THE APPUCABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. 7. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 8. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER. 9. THE FENCE SHALL BE INSTALLED IN A CONDITION WITH NO SHARP EDGES AND NO EXPOSED FASTENER POINTS THAT COULD CAUSE DAMAGE TO THE ANIMALS OR CHILDREN. STEEL NOTES: ALL POSTS AND RAILS TO BE STEEL PIPE, SCHEDULE 40. HOT DIP GALVANIZED, VINYL COATED (PVC) PER ASTM F888. MINIMUM STEEL YIELD STRENGTH =48 KS! CHAIN LINK FENCE FABRIC NOTES: POLY VINYL CHLORIDE (PVC) COLOR COATED STEEL CHAIN UNK FABRIC PER ASTM F888. MESH SIZE =2 ", FABRIC FINISH. GAGE: 9 GAGE CLASS 1 EXTRUDED OVER METALLIC COATED STEEL WIRE COLOR: BLACK. SPECIFIED DIAMETER OF COATED WIRE 0.148 INCHES. FITTINGS NOTES: ALL FITTINGS TO BE VINYL COATED PER ASTM F668. BOTTOM SELVAGE KNUCKLED CHAIN LINK FENCE ELEVATION SCALE 1 /2 " =1' -O" SD CONBULTINO ENGINEERS, INC 4708 S.W. 143RD AVENUE MIAMI, FLORIDA 93178 PHONE: 78&3813883 C.A. N0: 28139 FERNANDO AZCUE- ENERIZ P.E. LICENSE NO: 88821 STRUCTURAL SEAL cam_ Z- u E DRAWING TITLE: CHAN LINK FENCE ELEVATION DATE: JULY 2012 SHEET NO: F -1 BRACE RAIL BOLT & NUT BRACE BAND RAIL END W/ OF BRACE RAIL TENSION OR FABRIC BAND TENSION BAR RUS ROD ROUND TERMINAL POSTS BOLT "W7 HMEX NUT BRACE RAIL RAIL END W /OFFSET BRACE BAND TURNBUCKLE CORNER OR END OR GATE POST ROUND LINE ROCKITE ANCHORING HYDRAULIC TYPE CEMENT BY HARTLINE PRODUCTS CO., INC. WITH A COMPRESSION STRENGTH OF 8,000 PSI AT THE END OF 7 DAYS OR APPROVED EQUAL. (EMBEDDED 10 ") CONCRETE SLAB BOTTOM SELVAGE KNUCKLED CHAIN LINK FENCE ELEVATION REOFERSTOECF11) ION SCALE 1/2 " =1' -0" D CONSULTING ENGINEERS, INC 4708 S.W. 143RD AVENUE MIAMI, FLORIDA 33178 PHONE: 788 -381 3883 CA NO: 28139 FERNANDO AZCUE - ENERIZ P.E. LICENSE NO: 88821 STRUCTURAL SEAL: 7----...-z...,.. ui E DRAWING TITLE: MK FENCE ELEVATION DATE: JULY 2012 SHEET NO: F -2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Utt.so, 1-\&\\ 1v 0c- Rt a \ANo Permit Type: 1=ec rlt JOB ADDRESS: ‘1590 1,4E 1.4 kNit l Bat CSvC- City: Miami Shores County: Miami Dade Folio/Parcel #: It 3b r® Is the Building Historically Designated: Yes NO /` Flood Zone: MAY 1 7 2012 3 Y:oo Vev oem00000moo_o FBC 20 Permit No. ) Master Permit No. CC, I - 5 tir i Zip; ?i t f' OWNER: Name (Fee Simple Titleholder): Eocry OVA L V Phone #: jam'" - 5Q Address: , A 113Dvv N kit l City: 9LPAA .6\Aore.5 State: Zip: 33WI Tenant/Lessee Name: ` o- 164L.C61 Phone #: q 7- b Email: 1 1 GI/ Pte\ \.Qacc cd. CONTRACTOR: Company Name: C 9'V1S9l' Phone #: (0S-93 '40S90 Address: elm( IViA!° &if sr City: 60.0041i. e-e State: Zip: /3/64 Qualifier Name: ,WI - >WI 5 Phone #: State Certification or Registration #: 174 ?ES Certificate of Competency #: Contact Phone #: C_30C) S'b • $S 1 o Email Address: AO &Cg4T( 504 DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 4,000 Square/Linear Footage of Work: Type of Work: Addition Alteration UNew Repair/Replace Description of Work: F Demolition r * ** *** * * * ** * * *** * * ** ees**,********* *** * **** * * * * * * ****** ** ** *** ** ** O Submittal Fee $ Permit Fee $ UO CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv a 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 me this 04- day of 14 1,97 , 20 12— , by tj .ac-c c_ d( day of W j' , 20 Qom, by VIA DAda who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: P% Notary Public State of Florida Cheryl Saida Gerber My Commiss on DD966126 i'#0, of Expires 05/08/2014 APPROVED BY " Plans Examiner NOTARY PUBLIC: Sign: Print: My Commissi olpat %' UQG Notary Public State of Florida Allan Capuano o My Commission EE054592 Zoning Structural Review Clerk Revised 3#12/2812XReyisd 07 /10 /07xRevised 06 /10/2009XRevised 3/15/09) CTOB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 7;0E 0 7498. CARLSONS FENCE CO. INC. DAVIS MARK E is certified under the provisions of Chapter 10 of M aini -Dade County VALID FOR CONTRACTING UNTIL 09130/2012 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAOLEA ST. 1st FLOOR MIAMI. FL 33130 RECE PT NO. 2011 MUNICIPAL CONTRACTOR'S 2012 TAX RECEIPT MIAMI -DADE COUNTY - STATE OF FLORIDA PURSUANT TC COUNTY CODE SEC. 10-24 EXPIRES SEPT. 30. 2012 THIS IS NOT A SILL -• DO NOT PAY 30-1840025 CC NO: 000017498 BUSINESS NAME r LOCATION CARLSONS FENCE CO INC 8491 NW 64 ST OWNER :CARLSONS FENCE CO INC j SEE BACK OF RECEIPT FOR A LIST OF NON - PARTICIPATING; I MUNICIPALITIES Receipt 'Po, ier must rag, sue wrtere work 's to be done. P* .tEhe9Ev'E:Vc:• 4':4M 4 E DX cc{ -9' /2011 60020000041 000175.00 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT No. 231 RECEIPT HUGER MAY DO BUS11UESS AS A CONTRACTOR AS SPECIFIED HEREON SPECIALTY BUILDING CONTRACTOR D© NOT FORWARD CARLSONS FENCE CO INC MARK DAVIS PRES 8491 NW 64 ST MIAMI FL 33166 hillifiti:41711:11 HMI ill !tit-Ili:1 111111W W.1) !.! NBOADECOUNTY 2011 LOCAL BLi N UI REDEti if' . COLLECTOR CJ C4UN7 . OMB OF 3=L.t A W.. FLAGLER ST.. ; . ' •: '' EXPIRES SEPT.: 30, 2012. F; ._ • MUST BE PLAVF:I AT PLACE OP BUSINESS I lRODANT TO JE.IN,TY.CODE DRAMA liN -i MT., 9& 10 THIS iS NOT A SILL » DO NOT PAY 184002-5 UMW ffORNCO INC 8491 NW 64 ST 33166 UNIN DADE COUNTY WCaRLSONS FENCE CO INC Y s1sLTY BUILDING CONTRACTOR THIS tS ONLY A 1.O AL 81US*1 8S TAX RXC@iPT it DOM NOT PERMIT THE HOLDER PLOW TO HLAT 6 ANY PITH# LA SLATORY OR COUNTY *TIM NOR COEB IT APT THE MOEN PROM ANY OTHER PERMIT OP LICB4PSf: REQUIRED SY LAW. THIS IX NOT A OXRT(Pt6AYtON OP THE NOLDER A 9UALIP ICA- TkSYm PAYMENT PECB.'VGD CAA COUNTY TAX 0.97Th /2011 60020000040 RENEWAL CC R>=C SIT1'7498 WORKER'S 8 DO NOT FORWARD CARLSONS FENCE CO INC MARK DAVIS PRES 8491 NW 64 ST MIAMI FL-33166- FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMff NO, 231 184002-5 A.CiCJR ®° CERTIFICATE OF LIABILITY INSURANCE CARLS -1 OP ID: MA DATE (SI WDDIYYYY) 01/23/12 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 RESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. ORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(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 lieu of such endorsement(s). PRODUCER BUTLER, BUCKLEY, DEETS INC. 6181 BLUE LAGOON DR., STE 420 MIAMI, FL 33128 Stephen M. Denkert 305- 262 -0086 war STEPHEN M.DENKERT H e ;308- 282.1016 rig, No): 305 - 262 -0187 ADDREBB: MARIANA@BBDINS.COM INSURER(S) AFFORDING COVERAGE NAIL INSURER A: National Trust Ins Co 20141 m INSURED CARLSON FENCE COMPANY INC. AND FLORIDA FENCE RENTAL, INC. 8491 N W 64 STREET MIAMI, FL 33168 INSuRERs: FCCI Commercial Insurance Co INSURER C: FCCI Insurance Co INSURER D INSURER E: INSURER F : COVERAGES CERTIFICATE NUMBER: 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. LTR TYPE OF INSURANCE I R WI POLICY NUMBER MMIDWIYYYY) IMMIDDIYYYYS LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY GL0009744 3 01120112 01/20113 EACH OCCURRENCE 1,000,000 DAMAGE TO RENTED PREMISES (Ea ooctlrrenceL 100,000 CLAIMS -MADE X 1 OCCUR MED EXP (Any one person) 6,000 X CONTRACTUAL LIAB PERSONAL & ADV INJURY 1,000,000 X BROAD FORK) PDIXCU GENERAL AGGREGATE 2,000,000 GENII AGGREGATE LIMIT APPLIES PER: 1 POLICY 10I JFC I I LOC PRODUCTS - COMP/OP AGG Z000,000 A JfOMOBILE c X LIABILITY ANY AUTO X0OWNED HIRED AUTOS SCHEDULED NON -OWNED AUTOS CA0016140 3 01/20112 01120113 COMBBIINED SINGLE LIMIT 1,000,000 BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE PE S X UMBRELLA uA6 EXCESS LIAR X OCCUR CLAIMS-MADE UMB0010090 3 01120/12 01120113 EACH OCCURRENCE 6,,000,000 AGGREGATE DED 1 X 1 RETENTION $ 10,000 C WORKERS COMPENSATION AND EMPLOYERS, LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE Y1N OFFICERIMEMBER EXCLUDED? n Mandatory In NH) B describe under DESRIPTION OF OPERATIONS below N 1 A 001WC12A83480 01/20/12 01/20/13 WC $TATU X TQRY LIMITS 0TH - R E.L. EACH ACCIDENT 1,000,000 EL DISEASE - EA EMPLOYEE 1,000,000 EL DISEASE - POLICY LIMIT 1,000,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) MIAMI•'H MIAMI SHORES VILLAGE BLDG. DEPT. 10050 NE 2 AVENUE MIAMI SHORES, FL 33138 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 2 ACORD 25 (2010105) 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 8> a 3t P.E.R.A. (FORMERLY DERM) NOTES ON WATER -SEWER INSTALLATION L A MINIS 0. SISTA= OF AT WET 0 FEE; AND P002200.? 10 0 MIME MINIM 9iRY .AO DE ORAYIIr 3 AM VCR MIL81 -11111 P MUTER FM ARMY MEM NEM 12! T0P OF IS A_ OE 10 AM INCHES GNAW IIN 13011101 at THE INNE MEN 1110 081ENA CANNOT aEERORaa® FAN811Y =MT. :Main SEPARATION ARE ALLOR Fs a. ITS SEER PIPES ARB DEEMED AND CONSTRUCTED MULL TO THE MIER PIPE MW PROEM TFSIEO AT 100 NE b. EVR N ENCASED 0 A EATERS00 00000 PIPE OR a TIE TIOP VI7DE S S AT LENT 18 010(lp80 E P ow seOT T AAN4 00 YAORAMF3T g IMAI ARO S614R ran f2TER PIPES PRVERMLY MOS= MEN EATER NAM 1N! MERE AN OMR MOW-TM scan OCR BE ARMY MALL pg{ 1NIND 8D NAT*TER MR M 22018 PFBB. 000 P000 ALL A 1338NaRAMRYANDP SEVER MINCE CAN NEE RED 10 8 FOR VACUUM-Mg REM 0! f 011! W e1 INTE;ANCE 00lUCT 00ALLSR SEPARATIONS ARE AWNED Ws a 111E SEVER PPM ARE MANN) AND CONSTRUCTED SAIL TO THE WATER PPE MD PRESSURE T®IFD AT WO NE 6 DE ISMER p IS E EVER NI A I LEBITINSIT PPE CO CONCRETE 3. AR! EE40N NC TRH ,,W-114/1 * /CU TSS CAME 00 LET: 1FE0M. 0011510ERATEN MAY ! OYES 9A3.EOT 10 SHORTIE OF WaWRNPAi111 MOM THAT 11E PINIPOSUI ALTE0HAINE ILL NM= 0 AN ENELYYDIT LEYE, OF OE3AiNAY AND ECM W.A1.111 PRROTECTION. 4. THE IMMO CONSUMED M A PIJOUC EU0103D PROTECTION AKA SNAIL M FF1Y (003 O1E101A PER INCH NOE COWER ER WE PM DAY FOR RDSION UAL. TARO NEB MO TWISTY 06) 0!1016 PM INCH PIPE EAKI N FIR ROLE PER 01r POI REN-RESIENOAL LAND USE A FORCE 200 WENS OOINNNCOD IN AA PIA3L10 11ETti2 3 EOi1LTRA1101 RATE 6NALL •=EATER MAN ME ALLOWABLE LEMKE RATE SPEARED M 00023000 N110t NOW OF ASSOOpATION STANOTIOD 005015 CUD( 3! Ay!q{ 9ANTARY /EXFILTRATNN RATE EAKAGE PAU SEEMED DI At11E1 -AT 1007 P OF 100 PE. A TIE CONIRAMOR 9N1E8. ENVY NATURE. TEEN AND CHARACTER CU DEMON to 1 SDMTIE6 sew 10 5r*l3T aP 00181NRTN11. 2 7. A P. ALL 011ER MSC OR PRIME 518111' FAME= SHILL O! CONSTRUCTED AT IFAST 0 FROI ANY MUTER NO SEER MAN A8 YEA90lD FROM THE FELL OF 1 E TIMER W TIE VEEN TIEFE5 NTT SEPARATION DENSER PROPOSED AND DEMO LINE 1S NOT PDBE7ILE 11E COMMA= 91AEL NAND N OR OPINE TIE WATER MD WM POSER E11CAU EN. BEFORE PROCEED= NDi IN NO 121 9* 9 i* * IC AN 82 2418 M M 00110 10. MVPSED ME TOOTH. OF COMM HOURS OF TM 6ATIOF. TtO 12 - 2 i ® I! 1 1!! 1 1 1 1 1 1 1 1 1 I 1 I --- — OYOOI AMD FEIN idtrt 1_11 LLL ' LLI I 1 -1- 1 1 1 1 t- 41c AL 111 7111 P1---r1=1=1-14---1=1"="-'1 I. 09(81. IY `C80 t SANITARY I : I WENT 0 tee R 28' OF E1EB{{,, Iiio PREP. SOL MR aware mat ',QS/ wet MOM SNAILL AE N 9Ab6/H1T 1,AC /, Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COI INTY RULES AND REGULATIONS 6 COM 6 144120 PRO'. WATER MILLER. 10P01 is '' 023 STRUCTURAL PLANS FOR 411) < MST. MOON 0101. COMM** TO WENUFY RUC* IS NUNSFARY REFER TO SEP PM WATER OFLER CON EFVIION OONL * r 1 W14 r VALVE pun io se see 9081: sweet ie 8AMp1T 8' OF DEM °DEC EE ANET EN POOP NMTEA SEANCE MALTA ACE , CONCRETE PANZIO LT to MATCH 4 8008 AT TY OC. SHALL BE 0 BARB AT 1r 00 EAR!# WY w c F -: aY,. "u>F ,suz azsn, W. as .. COOL r POLY X4/ 1A'0R S+RMAy ; • - PROP. R' i ,- eon ICU W PER _,OET: MS 4.18) CHOP. 17 TEEM *MEW PROP. r CORP STOP PEA tows CUT. 028 N10) PROP. r N11R NEVER P D 1ETER SO NFR IOMMO .l Mt 2.10. F5 210) or) 60 7770 -771 AUG 1 0 2512 1000 1. ROPER TO IOIIAE) D M. O8 OA FOR MAVEN 210 ifs 2. fSOOOMO RECURENEML 00 *8-0l* lEILL FHED YORE* 1N! 1408Z414UL ANT YERIOAL LAWTON OF SANTARY PPE PRIOR 10 THE TENSTRUCTION OF DE SMOTARY S CONNECTIONS. CONTRACTION 94*3. *UST TIE CININET DE SUER CO NEADPN I WO PROYEE 11E RE00FD RT18O6 MD 92 8 25 NEEDED. ML I COIROA 8 10 ,11E THE ANEW DOCUMENTS 1 1101 COrNTRA TOR WHIST FELLOW SPECIFICATIONS A0 REQUIREMENTS AOODEDEO TO MOMASD 4. ATE LA01D0H OF EOSIN 511188 94994 ON 111E PLANS 00 MOWED 8Y DE 00QCIIYB *UM 00 PM4 THE EXACT CAL PC WOO& LOW"! WALL 1E DETERMINED EYY'ME CONTRACT= P TO O AOOOW. Da 0:02110111i MALL VI RESPONESE VCR VDOPY/NO W *01190 MIMES (RAT 9101114 M THE q ENV 01100 THE AREA 6 CONSIRLICUOIL SHOULD THERE SE =WI p>IFF ERE RE NOT EICINEER NEM* 1112 COMMIE SMALL NM* IMITECIATILE A THE APA88®IA1 LOCATION OF DECO ROADS AO MOM SHOWN ON DE FUNS ORES YFlOF&D BY 111E ONDRATSCR FREE TO CONFLICT LIST FUSED CRAM . 12.00* SDL SEER - 7.92 TAP. MOM - 7 OIERINCE -0.70 APE 2* MAIFNAL 0-00 PVC SLOPE Lai FROM MILLER woe TO PRIVATE a' seet CI r 2MUMMEM i 75 84 E6 PROP. 6" PVC C -900 PRIVATE SAN. SEWER PROFILE 0 30 60 SCALE FEET HORIZONTAL 0 3 8 SCALE FEET VERTICAL Barry University Existing Benincasa Hall Remediation N .. :...- Ave.. &No 800. e, Florida 33311 78 F: 854.521.5677 0 HVAC SYSTEMS REVISION PERMIT SET - ISSUED 03.23.12 N, Suite 2800 Na 22209 F: 703.807.2050 O CBOarymChkago MumbEIN NewrmM4Phouk 10Shonlhels.Tonn4o Washington CO No. DescnP0on 5848 PERMIT REVISION 04.2.2012 KEY PLAN Drawing Title: WATER CHILLER PLAN Issue DSOs: 03.23.12 Project No.: 144654000 Checked M: MIS C -200