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CC-10-508Scheduled Inspection Date: December 01, 2010 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Sage Hall Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: NEW LIVING CONSTRUCTION INC Building Department Comments November 30, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 150400 Permit Number: CC -3 -10 -508 For Inspections please call: (305)762 -4949 Permit Type: Commercial Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1121360010160 -15 Phone: (954)237 -4731 DEMO 12 BATHROOMS, PARTIAL RE FRAMING, DRYWALL DUROCK, INSTALLTION OF NEW COUNTERS AND BATHROOM TILE. Passed ��J /ot d / 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- 150350. Provide fire final, railing final, mechanical final and remove all construction debris. Handicap spaces must be marked properly. NB Page 13 of 32 Inspection Number: I NSP- 150400 Scheduled Inspection Date: December 01, 2010 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Sage Hall Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: NEW LIVING CONSTRUCTION INC Building Department Comments November 30, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: CC -3 -10 -508 Permit Type: Commercial Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1121360010160 -15 Phone: (954)237 -4731 DEMO 12 BATHROOMS, PARTIAL RE FRAMING, DRYWALL DUROCK, INSTALLTION OF NEW COUNTERS AND BATHROOM TILE. 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- 150350. Provide fire final, railing final, mechanical final and remove all construction debris. Handicap spaces must be marked properly. NB Page 13 of 32 Inspection Number: INSP - 149991 Permit Number: CC -3 -10 -508 Scheduled Inspection Date: August 12, 2010 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Sage Hall Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: NEW LIVING CONSTRUCTION INC Building Department Comments August 11, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Commercial Construction Inspection Type: Framing Work Classification: Alteration Phone Number Parcel Number 1121360010160 -15 Phone: (954)237 -4731 DEMO 12 BATHROOMS, PARTIAL RE FRAMING, DRYWALL DUROCK, INSTALLTION OF NEW COUNTERS AND BATHROOM TILE. Passe C Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments 1' Page 23 of 23 Rgosa ANN`" metacaulk PIPE COLLAR METACAULK PIPE COLLAR is prefabricated for openand closed through- penetration firestop systems using plastic pipe. An interlocking anchor tab allows quick and easy installation. 10:TO RSBAi. metacaulk. PIPE COLLAR Made fn Malaysia Product Code No: 66351 One(1)4inch Prefilled Pipe Collar o 21449 66351 - 9 -6)( FIRESTOP VICEE� FOR USE IN THROUGH-PENETRATION FIRESTOP SYSTEMS SEE UL DIRECTORY OF PRODUCTS CERTIFIED FOR CANADAAND UL FIRE US STANCE DIRECTORY 44X5 1111 Tested for Canadian Standard tor 50Pa °Subject Installed In a of Ote FM Approval d�I� Complies to UL required Accelerated Aging and High Humidity Testing FOR TECHNICAL INFORMATION CALL TOLL FREE 1- 800 -231 -3345 For Limited Warranty, refer to Product Data Sheet RECTORSEAL 2601 Spenwick Drive • Houston, Texas 77055 -1035, USA Phone: (713) 263 -8001 or (800) 231 -3345 Fax: (713) 263 -7577 or (800) 441-0051 www.rectorseal.com metacaulk PIPE COLLAR INSTALLATION INSTRUCTIONS Select the proper collar to fit the diameter of the the pipe used. Make sure annular space is within the limits set by the tested conditions. At- tach collar around the pipe on the underside of the floor or to each side ing against the wall or floor and overlapping the two end tabs. Once tabs are interlocked properly, they may be secured to the wall or floorif an additional smoke seal is required Metacaulk® 1000 may be applied before the attachment of the collar. If needed, mark and predrill wall or floor for required anchors. Prop- erly secure the appropriate anchor into each of the 2 anchoring tabs. In concrete, use 1/4° x 1 1/4" hex washer head type concrete anchors or appropriate STEEL expansion/wedge anchors. In gypsum, use 1 1/2" laminate screws or 1/8" x 2" MOLLY type hollow wall anchors with washers. For Concrete or Gypsum wall applications, a Meta - caulk®. Pipe Collar must be installed on both sides of the wall. Edward F. Cannon, AIA 5005 Collins Ave., # 1224 Miami Beach, Florida 33140 Date: July 21, 2010 revised July 29, 2010 To: Jeffrey Yao Construction Manager Barry University 11300 NE Second Ave. Miami Shores, FL 33161 Job Name: Barry University (Sage Hall) Re: Fire separation at floor /ceiling assembly at showers Jeffrey, I was requested by the contractor to visit the site to review a detail to protect the shower drain penetration at the floor /ceiling assembly between the first floor and second floor dormitory units. Normally the Rectorseal, Metacaulk pipe collar would have provided the required fire separation as stated in UL assembly #CAJ2134, however that assembly prescribes an annular clearance of not greater than 'A" around the PVC pipe. The contractor prepared a 5" core drilled hole for the shower drain which is a 2" ID PVC pipe, approximately 2 ' /2" OD. Therefore an annular space of 1 '/4 was created. To rectify the added annular space and bring it into conformance with the product test requirements we needed to add material that would provide the required fire separation for that excess annular space. By rational analysis the contractor and I devised the following solution: New Shower drain - finished ceramic tile to be flush with top of drain Mm 1" Portland cement — sand plaster (mortar, stucco) approx 30 min. fire resistance T Existing pre-cast hollow core slab 5/8" type X GWB with all joints fire caulked approx. 40 min fire resistance. Fire Collar for PVC drain pipe 2" PVC drain 5" dia. annular space 4 Please note that there is a 5/8" GWB ceiling and wall assembly below and adjacent to each of these areas. This added protection will increase fire resistance at the locations. Page 2 Fire separation 7/29/2010 To the best of my knowledge this detail is not a UL tested assembly however; in my professional opinion it provides an equivalent fire separation of 1 hour between the dormitory units. This finding is based on my interpretation of information found in Chapter 7, including Table 720.1(3) and 721.6.2(1) of the FBC. While Chapter 7 information does not describe the exact field condition I believe it gives sufficient guidance to feel confident that the detail will provide an equivalent protection for the occupants. Respectfully submitted ' 7 Edward F. Cannon, AIA eta 34:71 a Inspection Number: I NS P- 150281 Scheduled Inspection Date: August 23, 2010 Inspector: Perez, JanPierre Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Sage Hall Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: GEZER CONSTRUCTION GROUP INC Building Department Comments August 20, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: MC -3 -10 -511 Permit Type: Mechanical - Commercial Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1121360010160 -15 Phone: (954)907 -3103 INSTALLATION OF NEW DUCT WORK AND EXHAUST FANS FOR BATHROOMS REMODEL 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- 139065. need to secure all existing cond units to slab jpp Page 28 of 40 BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL JJ JJ D OWNER: Name (Fee Simple Titleholder)1 � ld, rZ/� ' "/ Phone#: Address: 1/ 300 ,* 7i Alt City: NiAri / ((S state: Zip: 3 . Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: % VA/44,h S7-6 e. City: Miami Shor unty: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Address: 7 City: 71>t.D. Qualifier Name: X3.4 State Certification or Contact Phone#: DESIGNER Stater /24 Td' Email Address: 4rmit: $ 22, O7O • co SquarelLinear Footage of Work: ONew jRepair/Replace o. F40 t2 exigib ttiv it ' Z u ***** *************lp ******* ***## # #*au f *****.*WR*** ******* ***** **** a*** Submittal Fee $ Permit Fee $ ' / ) / ��/ ? V ' C ' CF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ 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 P ermit No . /v ) V-5l Master Permit NoCe 1 C 1�= 2 l.0/1>SFYLePc� aci Phone#: 96*. 9 O 3 c-6 /Z -22 Zip: 3'xc 6' Phone#: 96 9a 7. '1 Certificate of Competency #: Phone#: ODemolition rA W0((L " A /ic Technology Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20 who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: Structural Review (Revised 07/10/07)(Revised 06/102009)(Revised 3/15/09) ntraetor The foregoing instrument was acknowled day of 20 A, by °vG q P perso own to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: before me this 3 e-p 4. O / I C STATE nF FLORIDA OV :Commission #DD607894 ",.' Expires: OCT. 23, 2010 Sign: . NOTA Print : / _ /(� `4-e— My Commission Expires ` BONDED THRU ATLANTIC BO iNG CO., INC. Clerk • • •`•• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4.7 //t HAI/ 14arL • • • • • • • • 410: • • ' • ' • • • TZ:f.isKeV ere • • • i t rz s • r • • • • • ta • • • A..• • • or • • • • • • • • • • • • • • • • • • • • 2ND FLOOR. PLAN' • • • • • • • • • • Gazer COnSiniction Gtoup 627 E.AtIontic Blvd 12.229 Pompano Beath, FL 33660 Phone: i750-245-2560 CM C 124strra •• ••• • • • • • • • • • New AHU: RUUDIRheem • ••• ••• • RILUi)./iei • ••• • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • (n) RHSLHfi,11817JA • • • : : trrO•132\11.18A01 or 6 UAN1.018JAZ or RANL018JAZ • • • • • • • • • • • • • • •• •• ••• • • ofec: Barry University 11 30 0 Af fr°7 2 n A v e 11(11,EaYil hores, FL 33151 Sage Hall, 2nd flour only — flok. " 2e,:( (;•Aof wv ?t:r A14 Po LOI I S IV UtY ,1 ::• 627 E.Atlantic Blvd 12-229 Pompano Beach, FL 33060 Phone: (754)-245-2560 CIVIC 1249876 Apt. tt 1 4 • • • • • • • • • • • • • • • • • • • • • • • lJnii4dbel • •• aleem • • • • . T mW43)(1 Rtvent la5e1 : : • • (s)no label • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1,2 g6 An: ,r•vi 8 HI: I ite • 1 7,-.e . ‘ tet ze4,1 • .• • ' — 117:4„. 47} ; 4,e fl ) I u airy ChrSIV ersity 113O? NE 2nd A v e Miami Shore5, FL 3316' Sage Hail, 2nd floor only "F41 4 -i) For existing Stand-mounted systetn: redue drain line viith trup: - replace plenum and ducts. Gezer Usmst& ;ticn orOtif t p 627 E.Pitionti Blvd 12-229 Pompano Beach, FL 33060 Phone: (754)-246.2560 CIVIC 1249878 • • • • • • • • • • • • • • • • • . . ..... 6. • Unit to 1:pertrtiticd: • • •• AFILI: eerijm'j RBE4 : : : . (S) MI5V8:00562 : • (sy 9501 1:1651 6 • • • • • • • • • • • • • • • • • a • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 9 ,1 4.1) t 46 34 c 1:F4 Fkojecg: rrr W 7sity /1300 NE 2n d , ' c FL ;33V 61 Sage Hall 2nd for only — .1 1'2 , Nd /4 H/ - --t.e. S" 2.1 .. tit /1 ct ' -..-.• 1- ta ti ■41 For existing stand-mounted system: redue drain line with trap: - replace plenum and ducts. G. zer rion„c truc,z Group 827 E.Ati,:n■: i Pompano Beach, FL 33060 Phone: (7 5442& CNC 124%08 • • • • • • • • • • • • •• • 1 6 • ..... . . • Unit to Ile•perlri ittegi: • • RI-ISi\-1111/12417JA : • ($)Itil3a04 MS00 (1J: fe .01V1SA.Tt1ttA1 • • (s) 7726 N3006 00464 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Art. Pcc!fect7 13a University 11300 NE 2d Avo Miami Shoes , FL 33161 Sag Hall, 2nd flco only r o) 740 /1 "Le ir. ice e , cri6e fl ! 0 : 7 ,1f,e; ie -di • n4 14) For existirtu stand-mounted system; - redua drain line with trap; - replace plenum and cicle-. 4zer Construct 627 E,Allantio Blvd 12-229 Pompano Beach, FL 33060 Phone: C15020-2560 CIVIC 1249878 on c Ptv, • • • • • • • • • • • • • • • • • • • • • • • • • • Neli'unrtr •• Ahtil:RUURaheem (m).PHELF1M1817JA • • • • • • • • • • • • • • • • • • • • • • • • • • C11; Fit!ILTD;FAAI;) i45L 1 8A01 or UANL018JAZ • • • or RANL018JAZ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Project' 1-:, cinverstty 11300 NF 2n d/ Miami Shores, FL 33161 :‘ Hall, 2nd floor only 2. c F14 . ... 1 ' ee r›, H i Z n,v` oleo /1 • 1.4 - zz4.,1 ) s-4'4,4N Gezer Construction Gr.)up 627 E.A,tt-6, Blvd 12-229 Pompano Beach,. Ft - 37C180 Phone: (754)-245 CMG' 1249878 A L er • • • • • • • • • • .. • • • • • • • • • eeeeee • • UWE° OVpeiThittbd: • •• AIJU:abee111. (n1) RHSA-1-111112417JA : : s is):1VI a ;4317 ipp*:„.(irc;At@i8c3/0 (s) L9506 35437 • • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 8 R-6 Project: E44-?Irry fin versiey 1 1 3U0 NE 2n dAve tmi S ;iores, FL 33161 Sage H4411 2nd floor only i 4 H (.../ I .4 ,- vdt: r .,..,,, 41, # ) , _..„ .., .„.. .., ....--! to e:t A :"..e vv t ..... 0' l , ,, ii 1 ve Z t ad , For existing stand-mounted system: - redue drain line with trap: - replace plenum and ducts, Itz l LobtoL — , , 1, 627 E.Attantio Bivd 12-229 Pompano Beacti, FL. 37'460 Phone: (754. 745-2560 CMG .i249e7 e • • • • • • • • • • • • • • • • • • • • • • • • • • • • , ra up • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . •• • • • • • • • • • • 1J nttet It4pitrni lime • •• AVU: () RBIAA-14,J06SUJAI • cs):T ivrlo: 1:0147 ii itleett .01h):FAKA.CIELAZ • (g 5881 08573 Project: Barry University 113.00 NE 2nd Ave Miami Shores, FL, 33161 Swge 2red floor only For existing stand-moiJuited system: - i'edue drain line with - replace plenuw and Mots. 627 1*. Atlantic Blvd 12 -229 Pompano E:4esr04; FL 33660 Phone: (754)- 245 -25ra9 CMC 1249878 .. ..• • • • • • .. • • • • • Unit ! Ear; ret'rnted: .... Rb ®em..'.irt 'RHS A .trHM2417JA Cti,• Rileeret • Jrrit A,Ke- 115,IAZ (s) 6949 M3104 08521 •. • • • • • • • • ••• • • • • • • •••• • • • • • • • • • • • • • • • •• • •• • • • • • • • • • f2 6 JO V [PO t , c c : �` a .r y UG' � k' e 1130t. L y°Ld =•. ,�b'd * 'e C8� Miami es, t Sage Hail, 2nd fib. For existing staricd•rnounted system: r'edue drain line with trap; - replace plenum and ducts. , 0 - s f rt k o r p tvt 1 527 Ethnic Blvd 12-229 Pompano Beach, FL 33050 Phonve: {754)-245-2550 CMC 1249878 • • • • • • • • • • • • • • • • • • • • •• •,•• •• • • • •• New Lirwtr,.. itErl (rp4j1n,1-11\11817JA : : • ." : . ••• : PULfrifithten (flibr1VUL18A01 or UANLO18JAZ gr qA1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1,2 A6 3g: 4. Fos T4 8' 111111111111 Proiect: Bany University fl 300 N E 2nd 4 ve Miami Shores FL 33161 Sage Hall; 2nd floor only A C,, a I-74 t4 /PI t o v.,. 4 A24.:(*h e rve vv site44, (-1" ez at; el tp PI el Gz er Con - btr :croon (31 627 Ati.n•4" Blvd 12-229 Pompano Beath, FL, 3 i754).245-2560 CI= 1249878 • • • • • 1 NLvd utift§. • • • • • • • • • • • • • • • • • • • •• AklUdiUUD1Phiem (n) RIJSLHM1817JA • • • • • • • • • • • • • • • • • • • • ttbUtAilithe (irr 1VJL18A01 or UAN1_018JAZ or RANL018JAZ ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • s • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A pt Prn t Barry lin/versify 11300 NE 2nd A ve Miami Shores, FL 33161 Sage Hail, 2nd floor only I "6"6"t" • er - f9 /NA fro A. /441 I. d A t f4 z T j' A. ,..... till I A t4 04 . 14 1.‘j ptei 1 4:10k'er ,eonstr 627 E.Allanlic Blvd 12-229 Pompano Beach, FL 33060 Phone: (754),245-2,560 1 24 9878 •• ••• • • • • • •• • • • • • • ut ••• • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • • • • •• • • • •• ••• • • • IP • • • • • • • •• •• ••• • • Gra= e4 •_•• . 6 . 0 •: O: PUUtiRtnem (NO ?V1/4s118A01 or UANL018JAZ or RANL018JAZ A p 1,2 x Joe /4 140 Project: Bany Unfversit3, 11300 NE $d Ave Miami Shores, FL 33f6 Sage Hall, 2nd floor only 140 et 4 " Vk. a' ,....?.--,4 ...--• pi 4 1 --'--------- iil,: '. ., ni, in f,..- 11; ,i?cd4c1 Geer Constr 627 E.Atlantic Blvd 12-229 Pompano Beach. FL 33060 Phone: (754)-245-2560 CM C 1249878 • •• • • • • • • • • • • • • •• • • OOOOO 000 • • • Nvu • • • • •• !e1;11.1tW UUL:Ibipt:ern • : e :RUUittisigtm ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • : Group c ro , 1 T 000 tr) ft7INJL18A01 or UANL018JAZ ,or FANLOleJAZ • • • • • • • •• •• • • A p " a 1 2 6 Jcv r-ik! A ProfeeL Barry University 11300 NE 2d Ave fvlianlj Shores, FL 3.161 Sage Hpli, 2nd floor only ft_A6 ' FM / . 1 1 t. 11 1 7 frk ;11 44 lit .) 4.4.1ise 1 - 7140 BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL Email /JX4tVt2 f /X1 CO/ r/tat P; C- State Certificate orr Registration No. /�Q 'd' ' 3 ° Y Contact Phone Ref — '76 7 Type of Work: Describe Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 E -mail Permit No. WC, 10 c5 L 1 Master Permit No. MCMWRini IA JUN 2 y. 11111) BY: Owner's Name (Fee Simple Titleholder) �� (r�(/e!s'/ Phone # Owner's Address AW City ®(/ i f' State PZ— Zip 35‘20 Tenant/Lessee Name Phone # 3c 9 7 6/ Job Address (where the work is being done) i 4 4 / "/ 1J' al/ 5/ 5) City Miami Shores Village County Miami - Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name /l,/( 0/ � L%4 e,917,071.4(606 Phone # � ( y ( (p# (r:# t.3 eea mod y 6 Contractor's Addr ss (, J City /( 's �� & -'- . e &qa State Zip 330 Qualifier Name Phone # Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit "$ Square / Linear Footage Of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition lag /1 / ad" fi/2e P ?/ Submittal Fee $ Permit Fee $ 35 CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ 6400 Radon $ DPBR $ Bond $ Double Fee $ Violation date: y Structural Review. $ Total Fee Now Due $ U v See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatur Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by day of , 20 , by 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: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) V Plans Examiner Engineer Vsoutal e4. 130/D • edit ty4 MY COMMISSION # DD 976361 EXPIRES: April 26, 2014 * * * * * * * * * * * * * ** Zoning Clerk checked (A) REDOING ANGLES: MINIMUM 1 1/2' X 1 1/2' X 0.054 (16 tritals) (3) CLEARANCE 1/8' PER LINEAR FOOT BOTH MOONS (C) STEEL SLEEVE: SLEEVE THICIMESS NOT TO BE LESS DIM IX= GAGE DUCT DNENSON MItilAIM SLEEVE THICKNESS ON DIMMER OR SIEVE II40ATED RECTANGULAR ONENSION) GAGE STEEL 12' DOM 26 .018' 13' - 30' 24 .024' 31' - 54' 22 .030' - 551 20 .0313' 85' - UP 18 .04r (D) FIRE DARER (NUNN MODEL MEW) (E) SECURE RETANNO ANGLES TO SLEEVE ONLY ON 8' CENTERS MTH; 1. 1/2" LONG MOS. OR 2. 1/4' BOLTS AND PUTS. OR 3. NG. 10 STEEL SCREWS OR 4. MINIMUM 3/16' STEL RIBETS (F) SECURE DAMPER TO SLEEVE ON 8' CENTER 111114: 1. 1/2" LONG VELD& OR 2. 1/4' SULTS AND NUTS IN HOLES PROMO. OR 3. NO. 10 STEEL SCREW OR 4. MINIMUM 3/16' STEEL MEETS (0) SECURE DUCT TO SLEEVE 51111 A CIPIECION *5 5140181 S PLAIN "S' SLP STANDING S JORITS SHALL BE =MEW 18114 DESIGNATIONS FOR DUCT PRESSURE CLASSFICATION. 6' MAX. EACH SIDE DUCT MAY ATTACH TO SLEEVE OR DAMPER (0) TYPICAL NOTES: VER1CAL POSITION 15 SHOW HORIZONTAL INSTALLATION IS SIMILAR OBSERVE AR FLOW DIRECTION SPECIFIED •• ••• PROVIDE ACCESS DOORS AS SPEWED • • FOLLOW INSTALLATION INSTRUCTION FOR FUME LON5 : IETANNG ANGLES MUST LAP 51RUCTURAL /ANIMUS AND COVER CORNERS OF °MKS. ANGLES MUST NOT BE ATTACHED TO EACH OTHER AT CORNERS' FIRE DAMPER INSTALLATION DETA • • • • • • • • • • • • • • • • • • • • • • • • • flXLO ZONING BEil' BLDG DEPT • • • • • • • • • • • • • • • •• o• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SUBJECT CO CCMPI JANCE WITH ALL FEDERAL STATE AND C(JUN Y RU! FS 4 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number 11300 NE 2 Avenue Number: Sage Hall Miami Shores, FL 33138 -0000 1121360010160 -15 Block: Lot: BARRY UNIVERSITY INC 1 Owner Information Address BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161 -6628 1 Contractor(s) GEZER CONSTRUCTION Phone Cell Phone (954)907 -3103 Tons: NEW DUCT FOR FANS Additional Info: MECHANICAL Classification: Commercial Approved: In Review Comments: Date Denied: Scanning: 1 Date Approved: : In Review Type of Work: Fees Due CCF DBPR Surcharge Education Surcharge Permit Fee - Additions/Alterations Radon Surcharge Scanning Fee Technology Fee Total: Amount $4.80 $8.50 $1.60 $240.00 $8.50 $3.00 $6.40 $272.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Phone Pay Date Pay Type Amt Paid Amt Due Invoice # MC -3-10 -37412 06/15/2010 Check #: 1587 $ 272.80 $ 0.00 Applicant Date Cell Available Inspections: I nspection Type: Ventilation Final Rough Rough Duct Duct Detector Test June 15, 2010 June 15, 2010 1 BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL 5A6� Ai A.L—L_ Owner's Name (Fee Simple Titleholder) Owner's Address re�/ • City ! r / State Zip 3 3/ Tenant/Lessee Name Phone # Email Contractor's Company Name Architect/Engineer's Name (if applicable) Value of Work For this Permit $ B d w .40 Type of Work: ['Addition Alteration Describe Work: 4-r S 1p.,ii Submittal Fee $ Radon $ 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 ******** * * * * * * * ** * * ** * * * * * * * ** * * * * * * * ** ees* Permit Fee $ aiko r(10 Training/Education Fee $ 1• U,C tssO DPBR$ S• V Violation date: Permit No. M C-1 v — 51 I Master Permit No. Phone # Job Address (where the work is being done) City Miami Shores Villa e County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone 6 Z l'iF/S7i2 u 44—it Phone # 9f 907 ? O 'er Contractor's Address ‘2 7 £' . ? iflee0C.t 4'C *eau? /2 —22 9 c:.c.cd 5 330. j ed i City �2 C tt/ Gti4.4.4: .46e..a . / State f C. Zip 33 G a Qualifier Name Ce5ee e Phone # q. 907 State Certificate or Registration No. 7 yC /.2.9 Certificate of Competency No. Contact Phone 97 90 7 3/0 E -mail Phone # Square / Linear Footage Of Work: ['New ❑ Repair/Replace ❑ Demolition r j . * * * * * * * * * * ** * * * * * ** * ** * * * * * * * * * * * * * * * ** CCF $ Notary $ Scanning $ • 00 Double Fee $ Structural Review. $ Total Fee Now Due $ p,,a • Technology Fee $ Bond $ See Reverse side -* IFVMEW 76 mr CO /CC $ (p• 9■. 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 approves% a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this q day of fwrc\r‘ , 20 10 , by 2)1 c ? , who ispersonally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: APPROVED BY (Revised 07 /10 /07XRevised 06/10/2009) Plans Examiner Engineer Contractor The +rego' trument was acknowledged before me this // day of Afi/'c4 20 to , by � Q ' ct erePe....!II wh to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: int: �� P y Commis 'on Expires: N®TARY PUBLIC -STATE OF FLORIDA Sergue Kazakov Ti f Commission #DD607894 �•,,,;,, Exp ires: OCT. 23, 2010 Zoning Clerk checked Miami Shores Village Building Department MEC ' • , ICAL CRITIQUE SHEET f\U,Gb ,?/) ri (t(-ua (f)„1 Cy/-\/• d,y 14 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. D U Job Name Date 0�" ■ Inspection Number: INSP - 150392 Permit Number: CC -4 -10 -711 Scheduled Inspection Date: December 01, 2010 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Sage Hall Project: <NONE> Contractor: NEW LIVING CONSTRUCTION INC Building Department Comments REPLACING RAILINGS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 30, 2010 Miami Shores, FL 33138 -0000 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments CREATED AS REINSPECTION FOR INSP- 150294. Fire final is required first. NB For Inspections please call: (305)762 -4949 Permit Type: Commercial Construction Inspection Type: Final Work Classification: New Phone Number Parcel Number 1121360010160 -15 Phone: (954)237 -4731 Page 12 of 32 Scheduled Inspection Date: December 01, 2010 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Sage Hall Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: NEW LIVING CONSTRUCTION INC Building Department Comments November 30, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 150392 Permit Number: CC -4 -10 -711 For Inspections please call: (305)762-4949 Permit Type: Commercial Construction Inspection Type: Final Work Classification: New Phone Number Parcel Number 1121360010160 -15 Phone: (954)237 -4731 REPLACING RAILINGS 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- 150294. Fire final is required first. NB Page 12 of 32 REQUIRED FIRE 0001 • MIAMMM NI I INSPECTIONS FIRE INSPECTI 200 FIRE HY 208 FIRE TC 211 PRELIMI| 209 FIRE FI N� �� COUNTY m�mmm�um�NN N��=&���� MUNICIPAL INSPECTION REQUIREMENTS AND RECO 06/25/2010 � MUNICIPAL NO.2010-041713 PROCESS N8. '11201000190 'FOLIOx 11213600101 JOB SITE ADDRESS 11300 NE SAGE PROPOSED USE COLLEGE - UNIV '^`~ HALL RAILINGS � DATE BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) ,�► ��t Owner's Address i ii,, 2 Art City State - Zip Tenant/Lessee Name Email Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name Contractor's ddresss City it �(J� ( as Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: Alteration Submittal Fee $ Permit Fee $ Notary $ Scanning $ 12. .kj Double Fee $ Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. C0 J0 IO . ]fl Master Permit No. State NO Training/Education Fee $ &ILO Violation date: DPBR $ Phone # Phone # 1#7 e4hi, ' hone# 9 2 3'7 - ''' .► Zip Phone # Architect/Engineer's Name (if applicable) Phone # 6 o §MaTCM3 APR 2 6 2010 Flood Zone **** * *,.."*.„„ „ * * * * * * * * * * * * * * * * * *** Fees ************* * * * * * * * * * * ** * * ** * * * * ** * * * * * * * ** / 0 ©J CCF$ 10'b a4voli $C vrtdd 16 �AK�et�N 110616 noietovre0 CO /CC $ Technology Fee $ �4 AO Bond $ Structural Review. $ Total Fee Now Due $ 5 • K3 See Reverse side —* Qualifier Name State Certificate or Registration No.afa /30 % � VW Certificate of Competency No. Contact Phone Xi -- 7 at °Q f E -mail A h��j✓jfevi��! �W 4fG'9�'� Square / Linear Footage Of Work: GNew ❑ Repair/Replace ❑ Demolition 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 occ seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv aj y a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this Signature Contractor The foregoing instrument was acknowledged before me this day of ,20 p'c r4-s , da of t1) , 20I),byD'f r it � F - DcLu g ,, I who is onall pers y known to me or who has produced who is personally known to me or who has produced .rbrifieeDi(1) LI as identification and who did take an oath. NOTARY PUBLIC: As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: .0 u ' a S. MITTS t3.. Notary Public - State of Florida 13 Commission a OD 863031 Beideffterevan National Notary Assn. My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009) Engineer APPROVED BY s/: % ? "/'�f d Plans Examiner My Commission Exp Zoning Clerk checked RECEIPT PERMIT #} 10-1) I � t O D I DATE: 5 9„:91./ Contractor ' i wner ❑ Architect �1 �,,, • u 2 sets of plans and • er) iQ ; J!-c,1 llv Q Address: f 1 • IJLJ 3 c Aft„ From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: JUN 2 5 d'ff to PERMIT CLERK INITIAL: M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 0 27" MAX 1° SCHED 40 (13" O.D) WELDED ALUMINUM GRABRAIL 90 DEGREE TURN IN DIRECTION OF EGRESS (AT TOP & BOTTOM) 1" SCHED 40 (1 1° O.D) WELDED ALUMINUM GRABRAIL HANDRAIL GRIPPING SURFACE TO BE CONTINUOUS WITHOUT INTERRUPTION BY OBSTRUCTIONS LANDING 12" BEYOND TOP RISER 2X SYP #2 WOOD OR N 3KSI CONCRETE 8 4 z z 0 88 c ffi 0 0 WELDED( ALUMINUM STAIR RAILING DETAIL GRAB RAIL, 34° - 36' AFF, 1}" MIN. DIST FROM RAILING. SOLID MOUNT 3 -1/2 CORE DRILL RRE SUPP :ESA N 1 DATJUN 2 4 WELD WELD WELD ON THE SHOP ASSEMBLED SIDE OF THE POST, THE RAIL CAP IS WELDED TO THE POST' ALLOWING 1 /8" FOR AN EXPANSION JOINT. TOP CAP CONNECT RE. D E RARTMENT F6 RE ESA WA MAH O ... " - --.CORE DRILL 34 °0 X 34" DEEP, 34° FROM EDGE OF CORE DRILL TO - EDGE OF CONCRETE SET POST IN STRUCTURAL EPDXY, NON- SHRINK GROUT, HYDRAULIC CEMENT, OR EQUAL (4000PSI MIN), TYP. TOP CA TOP CAP SPLICE POST TOP WELD DETAIL 'C' EXP BOTTOM RAIL CONNECTION WELD ( BOTTOM RAIL TO CLIP ONLY) (2) #14 SMS WELD 1x2 BOTTOM RAI B RAI MO 6 B S A ; (SEE RTS AT ETAIL) NOTE: DESIGN OF STAIRS, ALL EGRESS ISSUES, AND INTEGRITY OF HOST STRUCTURE TO CARRY IMPOSING LOADS BY RAILING IS BY OTHERS AND OUTSIDE THE SCOPE OF THIS CERTIFICATION. CONCRETE /CBS WALL OR RAILING POST 0.093" WALL 1q" - 2" OUTSIDE DIAMETER, OR SMS OR WELD PERIMETER DIMENSION OF (2) #10 x 3/4" (2) in X 1" EMBED. TAPCONS TO CONCRETE /CBS, (4) #14SMS TO POST, OR CONTINUOUS WELD FOR MORE INFORMATION ON STRUCTURAL RAILINGS & CONNECTIONS, REFER TO DETAILS THIS SHEET P C ETS SPA D TO RESIST A 4" SPHERE TRIANGLE FORMED BY STAIR TREAD, RISER, AND BOTTOM RAIL TO RESIST 6" SPHERE 4 " -64" IF NOT ROUND WELDED BRACKET 48" MAX O.C. NO BRACKET RADIUS SHALL BE LESS AN 0.01" AND NNOT OBSTRUCT IN EXCESS OF 20% OF HANDRAIL LENGTH GRAB RAIL MOUNT L T , -1 FRONT VIEW c��TOP CAP /- -POST + INSERT ,-PICKET ,-BOTTOM CHANNEL 1'4 SIDE VIEW 1 "O WASHERS OVER (2) 1/2 "0 X 3" EMBED LAG BOLTS INTO WOOD OR (2) 3/8"0 X 3" EMBED WEDGE ANCHORS INTO CONCRETE RAILING SECTION 2) #12x SMS 2)%4 "x1 /4" EMBED TAPCONS (3° MIN EDGE DIST) TO CONCRETE OR (2) 54 "X 1 LAG BOLTS TO WOOD SIDE VIEW (2)W x1 EMBED TAPCONS 3" MIN EDGE DIST) TO EOR(2) LTS TO WOOD (2)#12x34" SMS WALL MOUNT CONNECTIONS TOP CAP PICKET POST 37n 1 11- f— 48" O.C. MAX --i HORIZONTAL RAILING RAILING EXTRUSIONS 6063 -T6, 6061 -T6, OR 6005 -T5 EXTRUSION TOLERANCES TO BE PER INDUSTRY STANDARDS 2 5 /8" 2 "X13/" DIXIE• CAP OPTION GENERAL NOTES: 3" DIAMETER ALUMINUM CAP OPTION 2 "x2 "x 4" POST DRAWING VALID ONLY WITH ORIGINAL SIGNATURE AND RAISED SEAL. VALID FOR (1) LOCATION PER SEALED DRAWING 2.814 2% "X13/" OUTSIDE SLEEVE OPTION 1 .062° 1" PICKET MIN. 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. 2. THIS RAILING IS DESIGNED TO MEET SECTIONS OF THE CODE GOVERNING ELEVATED BALCONIES AND STRUCTURAL RAILINGS (25PSF ON GROSS AREA, 50PLF ON POSTS, 200LB MIN PER FBC 1607.7.1 (NON -HVHZ) & FBC 1618.4.6 (HVHZ)), AND FBC SECTION 1009 FOR STAIRWAYS. 3. RAILING DESIGNED FOR WIND LOADING PER CHAP 16 HVHZ, NON -HVHZ & THE PROVISIONS OF ASCE 7 -05, EXPOSURE 'C', I =077, AS AN 80% OPEN SIGN UP TO 200' MEAN ROOF HEIGHT. 4. ALL FASTENERS TO BE #12 X OR GREATER 2024 -T4, 18 -8 SERIES 300 NON - MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH 5.1.1C, SPECIFICATIONS FOR ALUM. STRUCTURES - SECTION 1, THE ALUMINUM ASSOCIATION,INC., & APPLICABLE FEDERAL,STATE, AND LOCAL CODES. 5. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6063 -T6, 6061 -T6, OR 6005 -T5. 6. ALL POURED IN 7 S. 4000 7. AISC MIN. 8. DISSI 9. E 10. ENGINE; USE OF THIS SPECI REACH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI EACH MINIMUM COMPRESSIVE STRENGTH OF AWS CERTIFIED WELDER OR SHALL CONFORM TO 13TH ED AS INSPECTED AND VERIFIED BY OTHERS. LE TO INSULATE ALUMINUM MEMBERS FROM OLYSIS. D, TO BE DESIGNED & INSTALLED BY OTHERS. f(1ERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. If BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS R :.% { �'' ±1�ws • ' k'. �- LUDING M ERECTION, CONSTRUCTION PRACTICES BEYOND OCAL, STATE, & FEDERAL CODES & FROM DEVIA 11. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR- SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO RE- EVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. 12. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. COPYRIGHT ENGINEERING EXPRESS VALID FOR VALID ONLY WITH RAISED v FRANK L BENNARDO, P.E. PE0046549 C 1 r4 M 3 W 1 . 1 1 Z CC >V w Q Q to c ' m O W • W -1 11 o w V, \ SCALE: 5189 CONTRACT ID: = 01 WELDED ALUMINUM STRUCTURAL RAILING � BOTTOM RAIL- . o 3" MIN • EMBED ILL.. —.p • a e �i "�+,7c ",:• RETE ' 4 SPACED TO REJECT A 4" SPHERE, TYP. SEE DECORATIVE ETAIL'A' SCROLLS OPTIONAL DETAIL 'A' WALL CONNECTIONS W/ WALL BRACKETS 3 0 0 TOP CAP BRACKET SUBSTRATE 0 0 BOTTOM CHANNEL BRA TOP CAP POST 03 -1/2" MIN 3'/2 "0 CORE DRILL, 3W' DEEP, 3 -4" FROM CONCRETE EDGE TO EDGE OF CORE DRILL, FILLED WITH EPDXY (HILTI HY -150 OR EQUIV) OR HIGH STRENGTH GROUT, 3000PSI MIN. TOP / BOTTOM RAIL EX (STYLE MAY VARY) �2x2x1/8" ALUMINUM ANGLE WELDED TO TOP CAP /SLEEVE (2)% "x1%4" EMBED TAPCONS (3" MIN EDGE DIST) TO CONCRETE OR (2) 1 /4 "x 1 LAG BOLTS TO WOOD ALTERNATE RAIL CONNECTION DETAIL (TOP & BOTTOM TYP RAIL) 4' 0" MAX SPACING, TYP. DETAIL 'B' ALUM. CASTING OPTION OPTIONAL 1x2 OPTIONAL RINGS 3/4" MIN PICKET • • 1 MAX _ SPACING, TYP. ALT: CONTINUOUS in FULL PERIMETER CAULK BEAD OF RED D' a '. -19 ACRYLIC n • "• ® BOTTOM RAIL TO POST GIVE BOTTOM CHANNEL 5 "x5 "x%" CAST ALUMINUM PLATE FILL WITH EPDXY (HILTI CY -150 OR EQUIV) DETAIL 'C' OM RAIL CONNECTION WELD (BOTTOM RAIL TO CLIP ONLY) 1x2 BOTTOM RAIL (4) 3 /8" POWERS WEDGE BOLTS WITH 2 EMBED. INTO CONCRETE 3" MIN FROM ANY CONCRETE FACE WELD CLIP TO BOTTOM RAIL FASTEN BOTTOM RAIL TO POST USING (2) #14 SMS SCREWS OPTIONAL: PUNCH -THRU TOP CAP FOR BLUNT SPEAR TOP (6" MAX HT). nn SEE DETAIL 'B' TOP CAP WELD WELD WELD ' — RAILING MAY TERMINATE AT POST, SPACE FROM POST TO / STRUCTURE TO RESIST A 4" SPHERE CONNECTION a P POLICE • ON THE SHOP ASSEMBLED SIDE OF THE POST, THE RAIL CAP IS WELDED TO THE POST ALLOWING 1/8" FOR AN EXPANSION JOINT. RAILING EXTRUSIONS 6063 -T6, 6061 -T6, OR 6005 -T5 EXTRUSION TOLERANCES TO BE PER INDUSTRY STANDARDS 0 0 0 0 0 2.625 f 3_ DIAMETER 2%"X1%"" 5 / "X1 �I E CA ALIT IU # ;CAP OPTION 2.000 1 "x2" BOTTOM RAIL o lii 0.125 1 "x2 "4/8" TUBE GENERAL NOTES 2 "x2 "4/8" POST 0.125 2.000 i 1 "x2" CHANNEL DRAWING VALID ONLY WITH ORIGIN SIGNATURE AND RAISED SEAL. VALID FOR (1) LOCATION PER SEALED DRAWING 0.125 0.450 2% "X1 OUTSIDE SLEEVE 0.100 2.000 1 /2 "x2" CHANNEL - 4 - .062" MIN. O 3 /4" PICKET MIN. 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. 2. THIS RAILING IS DESIGNED TO MEET SECTIONS OF THE CODE GOVERNING ELEVATED BALCONIES AND STRUCTURAL RAILINGS (25PSF ON GROSS AREA, SOPLF ON POSTS, 200LB MIN PER FBC 1607.7.1 (NON -HVHZ) & FBC 1618.4.6 (HVHZ)). RAILING DESIGNED FOR WIND LOADING PER CHAP 16 HVHZ, NON -HVHZ &THE PROVISIONS OF ASCE 7 -05, EXPOSURE 'C', I =0.77, AS AN 80% OPEN SIGN UP TO 200' MEAN ROOF HEIGHT. 3. ALL FASTENERS TO BE #12 X 3 /4" OR GREATER 2024 -T4, 18 -8 SERIES 300 NON - MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH 5.1.1C, SPECIFICATIONS FOR ALUM. ES - SECTION 1, THE ALUMINUM ASSOCIATION,INC., & APPLICABLE FEDERAL,STA E D,I 4. ALL EXTRUDE � aEBS 5. ALL CONCR BE #2 SYP OR PRODUCT SPE 6. ALL WELDING CONSTRUCTIO WELD. 7. THE CONTRA ELECTROLYSIS. 8. ELECTRICAL GROUND, WHEN` 9. ENGINEER SEAL AFFIXED HERETO SPECIFICA DAMAGES ERECTION, CON CODES & FROM 10. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR - SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO RE- EVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. 11. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. TYPE 6063 -T6, 6061 -T6, OR 6005 -T5. PRESSIVE STRENGTH OF 3000 PSI IN 7 DAYS. WOOD TO ONNECTIONS PER LORD ENGINEERED ADHESIVES ED WELDER OR SHALL CONFORM TO AISC STEEL D VERIFIED BY OTHERS. MIN. WELD IS Ye" FULL FILLET INUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ,40 BE DESIGNED & INSTALLED BY OTHERS. VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS S HARMLESS THIS ENGINEER FOR ALL COST & TING FROM MATERIAL FABRICATION, SYSTEM A WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL FRANK L. BENNARDO, P.E.1 9 VAL VALID ONLY ED ENG SCALE: 5181 PAGE DESCRIPTION: ONLY t0 N nn O er alo # tri D u 0 d z �a �� Q "" (7 Q a 4a 4.0 ° N -i� 9 ., Ka U Z en 3 J O 11J El LU m fl H m 11 S S 2 a 6 COPYRIGHT FRANK L BENNARDO P.E. f 01 OF 1 0.093" WAL - 2" OUTSIDE DIAMETER, PERIMETER DIMENSIO Rao fliao ca K WELDED ALUMINUM STAIR RAILING DETAIL GRAB RAIL, 34" - 36" AFF, 1 }" MIN. DIST FROM RAILING. SOLID MOUNT EA END TYP. 18" 1" SCHED 40 (1 }" 0.D) WELDED ALUMINUM GRABRAIL 3 -1/2" CORE DRILL TOP CA WE WELD 1° SCHED 40 (1 }" 0.D) WELDED ALUMINUM GRABRAIL POST WELD ( BOTTOM RAIL TO CUP ONLY) (2) #14 SMS WELD 1x2 BOTTOM RAIL GRAB RAIL MOUNTS AT EACH POST (SEE DETAIL) TOP CAP CONNECT] SCORE DRILL 34 "0 X 34" DEEP, 34" FROM EDGE OF CORE DRILL TO EDGE OF CONCRETE SET POST IN STRUCTURAL EPDXY, NON - SHRINK GROUT, HYDRAULIC CEMENT, OR EQUAL (4000PSI MIN) TOP CA WELD TOP CAP SPLICE WELD ON THE SHOP ASSEMBLED SIDE OF THE POST, THE RAIL CAP IS WELDED TO THE POST ALLOWING W FOR AN EXPANSION JOINT. DETAIL 'C' BOTTOM RAIL CONNECTION SS " (Ea7 NDRAIL GRIPPING SURFACE TO BE CONTINUOUS WITHOUT INTERRUPTION BY OBSTRUCTIONS NOTE: DESIGN OF STAIRS, ALL EGRESS ISSUES, AND INTEGRITY OF HOST STRUCTURE TO CARRY IMPOSING LOADS BY RAILING IS BY OTHERS AND OUTSIDE THE SCOPE OF THIS CERTIFICATION. (2) i X 1 " EMBED. TAPCONS TO CONCRETE /CBS, (4) #14SMS TO POST, OR CONTINUOUS WELD /- FOR MORE INFORMATION ON STRUCTURAL RAILINGS & CONNECTIONS, REFER TO DETAILS THIS SHEET LANDING PICKETS SPACED TO RESIST A 4" SPHERE TRIANGLE FORMED BY STAIR TREAD, RISER, AND BOTTOM RAIL TO RESIST 6" SPHERE BRACKET .C. NO BRA " ' DIUS SHALL BE LESS AN 0.01" AND NNOT OBSTRUCT IN EXCESS OF 20% OF HANDRAIL LENGTH GRAB RAIL MOUNT J--. FRONT VIEW SIDE VIEW TOP CAP 3 TOP CAP P OST + INSERT PICKET II BOTTOM CHANNEL 1 "0 WASHERS OVER (2) 1/2 "0 X 3" EMBED LAG BOLTS INTO WOOD OR 3/8 "0 X 3" EMBED E ANCHORS INTO ETE 2 ) #12xX S MS 2)3/4"x1 EMBED TAPCONS (3" MIN EDGE DIST) TO CONCRETE OR (2) X "X 1X" LAG BOLTS TO WOOD SIDE VIEW ILING SECTION (2)X "x1 EMBED TAPCONS 3 " MIN EDGE DIST) TO OR (2)'/4 "X 1%4" LTS TO WOOD (2) #12x SMS WALL MOUNT CONNECTIONS r PICKET o lZ° �I " 8 48" 0.C. MAX --t HORIZONTAL RAILING RAILING EXTRUSIONS 6063 -T6, 6061 -T6, OR 6005 -T5 EXTRUSION TOLERANCES TO BE PER INDUSTRY STANDARDS 1/8" 2 5/8" 2 DIXIE CAP OPTION GENERAL NOTES: 3" DIAMETER ALUMINUM CAP OPTION 2 "x2 "x3" POST DRAWING VALID ONLY WITH ORIGINAL SIGNATURE AND RAISED SEAL VALID FOR (1) LOCATION PER SEALED DRAWING 1/2"i 2.814 25/ "X13 " OUTSIDE SLEEVE OPTION 2" Wx2" CHANNEL 1 _ 062" n MIN. 1" PICKET 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. 2. THIS RAILING IS DESIGNED TO MEET SECTIONS OF THE CODE GOVERNING ELEVATED BALCONIES AND STRUCTURAL RAILINGS (25PSF ON GROSS AREA, 50PLF ON POSTS, 200LB MIN PER FBC 1607.7.1 (NON -HVHZ) & FBC 1618.4.6 (HVHZ)), AND FBC SECTION 1009 FOR STAIRWAYS. 3. RAILING DESIGNED FOR WIND LOADING PER CHAP 16 HVHZ, NON -HVHZ & THE PROVISIONS OF ASCE 7 -05, EXPOSURE 'C', I =0.77, AS AN 80% OPEN SIGN UP TO 200' MEAN ROOF HEIGHT. 4. ALL FASTENERS TO BE #12 X %4" OR GREATER 2024 -T4, 18 -8 SERIES 300 NON - MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH 5.1.1C, SPECIFICATIONS FOR ALUM. STRUCTURES - SECTION 1, THE ALUMINUM ASSOCIATION,INC., & APPLICABLE FEDERAL,STATE, AND LOCAL CODES. 5. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6063 -T6, 6061 -T6, OR 6005 -T5. 6. ALL POURED IN 7 4000 7. AISC MIN. 8. DISSI 9. 10. ENGIN USE OF THIS SPECI CH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI CH MINIMUM COMPRESSIVE STRENGTH OF AWS CERTIFIED WELDER OR SHALL CONFORM TO 3TH ED AS INSPECTED AND VERIFIED BY OTHERS. TO INSULATE ALUMINUM MEMBERS FROM OLYSIS. D, TO BE DESIGNED & INSTALLED BY OTHERS. ERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS R .. o • . G �a 'I G "NNLUDING LEGAL FEES & APPELLATE FEES °�► ,` °�' I a „ ERECTION, CONSTRUCTION PRACTICES B =Y.00AL, STATE, & FEDERAL CODES & FROM 11. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR- SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HE gIJV WORK SHA tja,!. vFil B PRIOR TO CONSTRUCTION. ENGINEERING E:ISPR ' , I T Eb-PA E OPPORTUNITY TO RE- EVALUATE OUR WO K UPON DISCOVERY OF ANY INACCURXTE INFORMATION PRIOR TO MODIFICATION OF. EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. 12. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. rH FRANK L BENNARDO, P.E. # PE0046549 0 w w Zit O SCALE: PPE COPYRIGHT ENGINEERING EXPRESS 5189 CT ID: 101 W ELDED ALUMINUM Ss cTU RAL RAILING FRANK L. BENNARDO, P.E. # PE0046549 RAILING EXTRUSIONS DRAWING VALID ONLY WITH ORIGINAL SIGNATURE AND RAISED SEAL. VALID FOR (1) LOCATION PER SEALED DRAWL • 6063 -T6, 6061 -T6, OR 6005 -T5 EXTRUSION TOLERANCES TO BE PER alIIl11Pi �� i ' 3(s) ONLY ENGINEER INDUSTRY STANDA • e s. • TOP CAP SEE DECORATIVE POST 'A' 4' 0" MAX SPACING, TYP. OPTIONAL 1x2 OPTIONAL OPTIONAL RINGS SEAR 3/4" MIN PICKET PUNCH -THRU TOP (6 MAX HT). fl 11 a ' . •a . • 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAx (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 69888 A FRANK L BENNARDO, P.E., INC. INNOVATION 0 0.075 in r 0 2.814 r • - DETAIL SCROLLS OPTIONAL i ' iv 0 • • EXISTIF G STRUCTURE v s (MAY.VAR`!) () / • a ..u) • 0 w o a , i _ ■ ' 7----,--1 OIOI*I* / - J � � . 11 ■ o 2%a O .1 "X1W 2.625 " i ( _ 0 a " DIAMETER AP OPTION �_ , . 0.125 - 0.450 2WX1 " OUTSIDE SLEEVE 0.100 C 1 41111 �j1 r. ' 1 5 I KUL I UKAL KAlLlNU A A A r1 r%I Awl 0.%I I NOWO. 11910301III ONO3L13ODd10N3W MEW1000 W 801. SONDIVAIVEDIUMICIUMNIHOWSKIWWSNOILLN3LIV.TWOMINNEDI dOINEISMCONEILM111101111MANNOMSNIOSIDIPOSIBI CMSw —2.000 " 2" 1 X BO BOTTOM RAIL 1" 2.000 2 P ANNE L " CHANNEL t 2.000 %"x2" CHANNEL _ _ a. , BOTTOM RAIL OPE I j 4 O�jbia` �i } OPEN J 1 ' v .. • � • Q • - ' ° • d �_ a ; . v • • Al m , o ° e 1 000 2� i ;, R .4..:. a ° • e d ' • '° 3" MIN ° • 4 EMBED :• iii ' c !, " f� 1ta' d — " i o o N - "--0.125 o o N 0.125 - 40.7501 - ,� 1/2 MIN SPACED TO REJECT A 4" SPHERE TYP. ' DEEP, TO FILLED 1% MAX_ L RAIUNG (�3 _ 3W0 CORE DRILL, 34" FROM CONCRETE EDGE OF CORE DRILL, �� 3W EDGE SPACING, TYP. ' t SE MAY DETAIL TERMINATE AT w POST, SPACE " FROM POST TO �� 1. O - Of - M ] WITH EPDXY ( HILTI HY -150 OR 1 EQUIV ) OR HIGH STRENGTH" s GROUT, 3000PSI MIN. E RESIST A 4" SPHERE ° \ 1 "x2 "x4" TUBE 2 "x2 "x4" POST %4" PICKET MIN. DETAIL WALL CONNECTIONS W/ WALL BRACKETS 'A' A DETAIL ALUM. CASTING BOTTOM CHANNEL 5 n x5 n n S � . ANNLUMIN _.11 P TEL r FILL WITH EPDXY (HILTI CY -150 OR _ EQUIV) •, .. . T - ,•u gf- ,, B '' OPTION . rtrcr `' (4). POWERS � ` ti� '' ° • r ION TO MI �� ` d ®p 1 " + � GENERAL 1. THIS SYSTEM HAS THE 2007 FLORIDA 2. THIS RAILING IS STRUCTURAL RAILINGS & FBC 1618.4.6 PROVISIONS OF 3. ALL FASTENERS OR CADMIUM PLATED SPECIFICATIONS FEDERAL,STATE 4. ALL EXTRUDED 5. ALL CONCRETE IAN BE #2 SYP ORB PRODUCT SPECLFI��T" 6. ALL WELDING w11 CONSTRUCTIO ti WELD. 7. THE CONTRA C ELECTROLYSIS 9 ENGI EER SEAL DESIGNED (HVHZ)). ASCE TO FOR M AFF NOTES BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMEI TS OF BUILDING CODE. TO MEET SECTIONS OF THE CODE GOVERNING ELEVATED BALCONIES AND (25PSF ON GROSS AREA, 5OPLF ON POSTS, 20018 MIN PER FBC 1607.7.1 (NON RAILING DESIGNED FOR WIND LOADING PER CHAP 16 HVHZ, NON -I-IVHZ &THE EXPOSURE ', I =0.77, AS AN 80% OPEN SIGN UP TO 200' MEAN ROOF HEIG 7-05, 'C, BE #12 X Y" OR GREATER 2024 -T4, 18 -8 SERIES 300 NON - MAGNETIC STAINLESS STEEL, OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH 5.1. ALUM. - •+a • ES - SECTION 1, THE ALUMINUM ASSOCIATION,INC., & APPLICABLE CO> ,� AL I f UMII+IC ;. :� PE 6063 -T6, 6061 -T6, OR 6005 -T5. ®d, ..;I ti MPRESSIVE STRENGTH OF 3000 PSI IN 7 DAYS. WI D TO �� li 4 $ . CONNECTIONS PER LORD ENGINEERED ADHESIVES ell:87 ` A Wf ER, r IED WELDER OR SHALL CONFORM TO AISC STEEL N ; Fl • _ W BOLTS WITH ,,�' �' 4•' �, . � 2 z E BED. INTO A O O TOP CAP BRACKET • ' (2) #12x3/4 n SMS 2)x/4 n 1 n x a ED PCO 3 t - III CO C E ' ST 3" MIN . ' OM ANY CONCR FACE WELD ••. - a WIHO Pi SUBSTRATE ` P 111 ° ® �+ � .,�_ "' " ` �n .►' �• . , i 3" MIN 4 TOP CA' IOI a ri -� �. 1 • o f3 DETAIL ' � ' , • 0 0 � � r q A i T OP CAP POST WELD WELD WELD � ..._ • �„� S� r X ED , � : � L, . VALI ten ®• ND VERIFIED BY OTHERS. MIN. W ELD IS A. FULL FILLET INUM MEMBERS FROM DISSIMILAR METALS TO PREVENT , TO BE DESIGNED &INSTALLED BY OTHERS. DATES STRUCTURAL DESIGN O THIS O ENGINEER MR ISSUE ADDED ADHESIVE ALT 1 REVISE FOR 07 FBC ft , 0 m, � � OM RAIL CONNE • N S ALT: CONTINUOUS i" FULL PERIMETER CAULK BEAD OF e - , RED ° ` 6 ACRYLIC ' CT BOTTOM RAIL • . TO POST WELD ( BOTTOM i BOTTOM CHANNEL BRA' { SPECIFICA DAMAGES ERECTION CODES & FROM 10. ENGINEERING CONTRACTOR OR LIABLE TO ILLUSTRATE WITHIN THE CONSTRUCTION. OUR WORK CONDITIONS 11. EXCEPT AS ( CON EXPRESS SUPPLIED IN ANY LIMITATIONS UPON AND EXPRESSLY Yw D " :. ' �+ e 11 y. m " HAS DATA WAY FOR DESIGN FORCES SPECIFIED ENGINEERING DISCOVERY FABRICATION PROVIDED F f3M�a. e NOT AND ERRONEOUS EXPRESS OF t' .• VISITED MEASUREMENTS. AND ANY AND HEREIN, pEl , � E V. S HARMLESS FOR ALL COST ! LA . ESULTING FROM MATERIAL FABRICATION, SYSTEM �° = e�` ti f WHICH IS CALLED FOR BY LOCAL, STATE, &FEDERAL - :d r THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN OTHER DESIGN CRITERIA THEY MAY VARY SLIGHTLY, BUT MUST REMAIN � r� HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHER`S PR1OR,TQ' SHALL BE NOTIFIED AN TO-RE-EVALUATE _ Q G11ffIV fzi1CQRPORTLINITTY INACCURATE INF'OR,MAT O IORTOTODIEICATION orEXISTING FIELD INSTALLDi`TIO&OF MATERIALS. NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. RAIL TO CLIP ONLY) " "" ® ® TOP / BOTTOM RAIL ) . a OOPYRIGHt BENNARDO P.E 1x2 BOTTOM (STYLE MAY VARY) RAIL I 518 1X2 BOTTOM RAIL � WELD ON THE SHOP ASSEMBLED SIDE OF THE POST, THE RAIL CAP IS WELDED TO THE POST SCALE: 01 �2x2x1/8" ALUMINUM ANGLE WELDED TO TOP CAP /SLEEVE (2)34 "x14" EMBED TAPCONS (3" MIN PARE DESCRIPTI 4 � ALLOWING 3/ FOR AN EXPANSION JOINT. WELD CLIP TO BOTTOM RAIL I of 11 EDGE DIST) TO CONCRETE OR (2) ) /4 "x 14" LAG BOLTS TO WOOD ALTERNATE RAIL CONNECTION DETAIL FASTEN BOTTOM RAIL TO POST USING (2) #14 SMS SCREWS (TOP & BOTTOM TYP RAIL) Process No: Mimic' 'al Ins, No: Project Name: Address: 59O F./J;v. a i A a '-,,q. Arf i ft Revision Process No: Date ---- • MIAMI DADE FIRE RESCUE is NOT A PERMIT. MUST Pi."0:E FIRE IIIONICIPAL INSPECTION KQUIREMELI-ZI AND RECOMO CARDAT THE TIME OF A FIRE INSPECTIOict. Fire Alarm System for: Barry University Sage Hall 11300 NE 2 Ave Miami Shores, FL 33161 0 t1 -.ter EF0000014 IS 8 NOM HOSNION3 I � f J I -,_-, t " . $ ,-,„ .-,, 7 II ,L �j rN Z A ; �� 3 Ll 4,44T 4o., SECOND FLOOR Vfl=ild GROUND FLOOR Yri- v-iu at. - pa3M3111 1% APR 2 6 010 1 B BY: ft. am Shores SUBJECT TO COMPLIANCE WITH ALL FEDERAL STA TE AND COUNTY RULES AND REt--",t,., 111111111111111111111111111111111111111111111 Der m Number : 2010-0507 O-1 298 Contact Name: MR DAINIY DM TRIY Contact Phone: (305) 761 -44e' 4 F o l i o : 11-2136-000 Pro ject Name: SAGE HALL AT, BARRY UN1I VEI Date Rece I ved: 05/07/2 13..,elsnwsir M=mm• SIGNATURE PLAN REVIEW r UvAL CORE REVIEWER (PRINT): DEPARTMENT OF ENVAIONPaVaiTAL RESOURCES M.4., AGEM . II 0 1 1 L tet %. RAI d BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING (2E- -N'A Lk_ Owner's Name (Fee Simple Titleholder) .+ i0� (/ Q/ff/ Phone # 3Of- — �� �� Owner's Address A t 7 /i2 A� City ,`/ i% .1._, State Zip 33W Tenant/Lessee Name Email 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 N. Master Permit No. Cc ID 5oB Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name 4/ 2-4 ,vi aVf (6*X Phone # 9 ' 2 3 - T 73/ Contractor's Address X 1 3 3 - L , / 1,40 , - e t e l e P / 2 ' , k./ - 92( City k Se4e4 State Zip 3 3 6 Qualifier Name Phone # State Certificate or Registration No. /1720f 7 Certificate of Competency No. Contact Phone 3o -- A6/ E- mail //e vJ,l 4 1,pos 96Tf 6/ /d /', Architect/Engineer's Name (if applicable) Phone # Value of Work For this Perm J7 5 QC° Type of Work: ❑Addition Alteration ❑New ❑ Repair/Replace Describe Work: �► �� �c. M LA £ 0 . fit alsi aoligxa .orim •%,10 .yo t1, attinkstatO Anit WWI Submittal Fee $,g6O•0D Permit Fee $ SS °" CCF $ '� co co. $ Notary $ Training/E cation Fee $ J') DO Technology Fee $ 140 .l Jl./ Scanning $ 2 • 00 Radon $ < DPBR $ Double Fee $ Structural Review. $ Total Fee Now Due $ ) 1 g L J Violation date: Phone # IIEwa MAR 2 62010 ' B . . ............... .. Square / Linear Footage Of Work: 7 • Bond $ See Reverse side -* Demolition 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 oc seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv' < an < reinspection fee will be charged. Sign: A'^c L • O Print: 1., AA, C .►f ". My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) Signature Owner or Agent The foregoing instrument was acknowledged before me this day of rrrk ,20 , by g ywt;�ra�wecer' who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: 'tun* LINDA S. MITTS Sign: `t Notary Public - State of Florida Print: 4 My Comm. Expires Jun 16.2013 Commission 10D U3031 801001 1080011: kin aa:i4:0`c) Plans Examiner Engineer Signature Contractor The foregoing instrument was acknowledged before me this day of ' � , 20 /O , by ?).'n ;44 y A who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: My Commission / :**rg, SAMANTHA PARCHMENT :,� MY COMMISSION # DD 707261 � EXPIRES: August 21, 2011 ; N � ; Qt` Bondedmiu Notary Public undeMtem Zoning Clerk checked NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADS: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. 1. Leg . escription of p perty and reet/address- rr (0 2. Description of improvement: �S�t"`� 7'R /, ‘ / II JIN 3.Owner(s) name and address: 1 " ' y (ifil VIQC cry Interest itt=property: Name and address Of fee simple titleholder: 4. Contractor's n: e and ad. ess: lRr C it►IL Cr'�'� 2_p 5. Surety: (Payment bond required by owner from contractor, If any) Name and address: Amount of bond $ 6. Lender's name and address: 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, Name and address: 8. In addition to himself, Owners designates the following .person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration different 4 Signature of Owner Print Owner's Name f this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a d) g oA(I; 0(4 20.S Sworn to and subscribed before me this 1 eday of Jai Notary Public Print Notary's Name ' l7 • ' U My commission expires: 11/ 12/ 123.01 42 PAGE 4 8/02 �+" • Notary State of Florida ( t . � Jeffry J Yao � 41 My.Commission DD613542 ory Expires 11/12/2010 STATE OF FLORIDA, COUNTY OF DADE HEREBY C94TlFYthat this Is a py of file orl�}.i.' infh.^ once on day of 111111111111111111111111111111111111111111111 CFN 201OR(3412E305 OR Bk 27324 Ps 4246; Ups) RECORDED 06/13/2010 11:06:36 HARVEY RUVIN, CLERK OF COURT f1IAMI —DADE COUNTY, FLORIDA LAST PAGE Prepared by i7 ' 1 U r N , 20 .,. Address: //)a9 Z` RECEIPT PERMIT #:CiCAD —W U DATE: k, 2(o / ,>v Contractor ❑ Owner ❑ Architect eked - up 2 sets of plans d (other) 2x1 Address: From the building department on this date in order to have corrections done t plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: 'HERMIT CLERK INITIAL: RESUBMITTED DATE: ' Z 1 PERMIT CLERK INITIAL: M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT # CONTRACTOR: NEW I 1 N (C - SUBMITTAL DATE: (_t �( 0 ADDRESS: I I NAME: 2Le uNii ✓ RESUBMITAL DATES: PROJECT TYPE: ' ____{ ZONING ELECTRICAL 34' 3 MECHANICAL F v' i '': a :.IN.. FIRE IMPACT FEES HRS/DERM NOC BLDG -7 - �u l Permit No: 10 -508 Job Name: April 7, 2010 M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Plans must be reviewed and approved by Miami Dade County Fire Department. 2) Plans must be reviewed and approved by Miami Dade County DERM. 3) A demolition permit application is required. 4) Corrections for mechanical must be completed. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 This Agreement made and entered into this 7 day of April 2010, by and between Gezer Construction Group, Inc whose address is 627 E. Atlantic Blvd. 12 -229, Pompano Beach, Florida 33060 hereinafter refired to as "SUBCONTRACTOR ", and New Living Construction, whose address is 1835 E. Hallandale Beach Blvd. #426, Hallandale Beach, FL 33009, hereinafter referred to as "CONTRACTOR ". In consideration of the mutual covenants set forth below, Subcontractor and Contractor agree as follows: The Subcontractor will perform vertical exhaust ducts installation for bathrooms at the "Sage Hall" of Barry University: 11300 NE 2 Ave, Miami Shores, Florida, according the plan by architect E.F. Cannon. The estimated price of work is $8,000.00 (includes labor & materials). Subcontractor provide new exhaust ducts for bathrooms. Install 8x8 metal shaft with fire dampers at floor and ceiling and access door to fire damper at second floor. Connect bathroom fans to shaft and shaft to 8" galv. metal duct from fire damper at ceiling to roof vent cap. Contractor provide 8"x8" opening in P.C. floor slab & topping above, roof vent cap installation. Bathroom fans not include in price. IN WITNESS WHEREOF, The parties hereto placed their hands and seals on the day and year first above written. 1 Date VO GEZER CONSTRUCTION GROUP, INC 627 E. Atlantic Blvd. 12-229 Pompano Beach, FL 33060 Phone: 954 - 907 -3103 Fax: 954 - 212 -0165 CMC1249878 New Living Construction. By Dmitriy Darn, President Email Job Address (where the work is being done) City Miami Shores Villa e FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Address 2.112 9 41w /tJ 3'y'r Qualifier Name \94 // w Y' Architect/Engineer's Name (if applicable) Notary $ Scanning $ 75 '00 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 No.1� 1.L. 1 0` PERMIT APPLICATION Master Permit No. (', ---()( FBC 20 Permit Type: ELECTRICAL GAPplE HALL Owner's Name (Fee Simple Titleholder) (l/�// f/ ,y ��l � Phone # Owner's Address j CO 44 ' VO4l, / l NI�Z � City fr/,fr y1Q rec State rt, Zip 33/6/ Tenant/Lessee Name Phone # County Miami -Dade Cit P. w%p c rn a Be st e h 7 2:).k. vi State Certificate or Registration No. CC (700/5 d 3 State C f p. /cc Training/Ed cation Fee $ Radon $ " DPBR Double Fee $ Violation date NO Contractor's Company Name Dill _ _ lD v(7,5 G- le C T/-,; c 11 G Phone # , cl i 11 $- Certificate of Competency No. Contact Phone e' $-1/ - $ / S - 3 s E - mail; Phone # Value of Work For this Permit $ 00 • 00 Square / Linear Footage Of Work: Type of Work: ['Addition g Alteration ON w ❑ Repair/Replace ❑ Demolition Describe Work : & 1 1 2 4 � 0. , t.5 c tgf gt,City5 J Glld iUliiuili WA - *NO odd flt4 ,Al nsl,a4. vim Mill m• ae3 esM vaill 1 N ,,, , , WO ******** * * * * * * * * * * * * * * * * * * * * * * ** * * * * * ** F * * *** ** * * * * ** * * * * * * *** * * * * * * * ** Submittal Fee $ Permit Fee $ 7 1'.5 r ®� � • CCF $ 40 ' CO /CC $ E : ....................... Zip Flood Zone Zip 330'6, Phone # c�,S 1 it f - e1r 0 1 l8 Technology Fee $ Bond $ Structural Review. $ Total Fee Now Due $ Reverse side —* 7 2010 NJ 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 o seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv - an / re- inspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this .24 day of ( rCJ , 20 k , by c-,- . ak.a0.4.4q who is personally known to me or who has produced as identification and who did take an path. lh W ft i° Print: DinaeI Aed.- ct. ill 2 i i O re co ui LL G v a APPROVED B 1 �� As identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009) Engineer Sign Contractor The foregoing instrument was acknowledged before me this 17 day of f 1a-pch ,20 /O,by kbfl u vh k 17c i�, c who is personally known to me or who has produced NOTARY PUBLIC: My Commission Expires: I I —/ S'.. 2. 013 Clerk checked Inspection Number: INSP - 139047 Scheduled Inspection Date: August 18, 2010 Inspector: Devaney, Michael Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Sage Hall Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: BILL DAVIS ELECTRIC INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: ELC -3 -10 -509 Permit Type: Electrical - Commercial Inspection Type: Final Work Classification: Addition /Alteration Phone Number o 4 Parcel Number 1121360010160 -15 Phone: (954)748 -8978 INSTALL 24 FANS REPLACE 24 LIGHT FIXTURES AND 24 GFI OUTLETS e 1 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments `-- " e'e7/(1 fr i2)— 1 August 17, 2010 For Inspections please call: (305)762 - 4949 Page 3 of 14 1 Scheduled Inspection Date: August 24, 2010 Inspector: Devaney, Michael Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Sage Hall Miami Shores, FL 33138 -0000 Project <NONE> Contractor: BILL DAVIS ELECTRIC INC Building Department Comments August 23, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Phone Number Inspection Number: INSP- 150349 Permit Number: ELC -3 -10 -509 Permit Type: Electrical - Commercial Inspection Type: Final Work Classification: Addition /Alteration Parcel Number 1121360010160 -15 Phone: (954)748 -8978 INSTALL 24 FANS REPLACE 24 LIGHT FIXTURES AND 24 GFI OUTLETS 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- 139047. All rooms except A. D.A.. Ssz_ A-6 Page 30 of 35 Inspection Number: INSP - 150295 Scheduled Inspection Date: August 23, 2010 Inspector: Hernandez, Rafael Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Sage Hall Project: <NONE> Contractor: A BETTER INC Building Department Comments PLUMBING WORK FOR 24 BATHROOM REMODEL Passed Failed Correction Needed Re- Inspection Fee August 20, 2010 Miami Shores, FL 33138 -0000 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 tom Permit Number: PLC -3 -10 -510 Permit Type: Plumbing - Commercial Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1121360010160 -15 Phone: (954)421 -2226 Inspector Comments CREATED AS REINSPECTION FOR INSP- 139060. partial pending ada Page 38 of 40 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) Owner's Address City Tenant/Lessee Name E -MAIL: Structural Review. $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Is Building Historically Designated YES NO Submittal Fee $ Permit Fee Notary $ Training/Education Fee $ (40'0 51Padfz - f At-L, r ‘17 , 1011 14Ak '4 6 ?ON ;') 13Y: . N..n � N1.1 iNf�lfl9 }-0 Permit No. FL C I 0 'J 1 Master Permit No. Cc / ) (J" 5 ) Radon $ DPBR $ 1I ,€0 5 .ti FOC Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # / _ _® Contractor's Company Name A ' . Contractor's Address '/O(o l /i r cars, C City p 'e Zip 6e... ,..4 State ` Z �� nn P 3. 3 l Qualifier Name et/ 4 l /` /a o� F�/f to Phone # 75V-- Sr"o — X.Tek...) State Certificate or Registration No. C 1COS 7d o 3 Certificate of Competency No. E -MAIL: PJI/r 4 rr-y i t t x4 ®L , Go o Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 3O/ Square / Linear Footage Of Work: Type of Work: [tA dition (Alteration ❑New �' ` ❑ Repair/Re lace ❑ Demolition Describe Work: a 1 il S \o v.! �`5 0� 1 0 1 61-5 ' ')&' Q �.. (5 q04 N e S �O,� C JO. 1,0-e6 0 s 141 I & , * *** ** *************** **, *** *** *******p ,t,r**** t******** ***** r,t** *,t****,t*** oaf ******* CCF $ I O CO /CC Technology Fee $ I4 v o( Scanning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ 9)1 + y 1 Zoning $ See Reverse side --, r Bonding Company's Name (if applicable) Bonding Company's Address City 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: 1 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 oc seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approve r ection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of AV, r -iN , 20 )0 , by ?.) nAc.. >` a 1r J-3 , who is_Rersonally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: L.. s. My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) State Zip Signature r UNDA S. MITTS k j \ x l t : wary P lc luteN Ruda a ;i i:li .i� {1.•. 14.2013 1 y r. , • 00 M$9$1 The fo /� day of in/1rc,� who is lo • OTARY PUBLI tri June 2Ot Widen/diem t: Contractor g instrument was acknowledged before me this/ 20 /0 , by /.s /e , to me or who has produced as identification and who did take an oath. y Commission Expires: ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Inspection Number: INSP - 139060 Scheduled Inspection Date: July 21, 2010 Inspector: Hernandez, Rafael Owner: , BARRY UNIVERSITY ; Job Address: 11300 NE 2 Avenue Sage Hall Project: <NONE> July 20, 2010 Miami Shores, FL 33138 -0000 Contractor: A BETTER INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: PLC -3 -10 -510 Permit Type: Plumbing - Commercial Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1121360010160 -15 Phone: (954)421 -2226 PLUMBING WORK FOR 24 BATHROOM REMODEL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments partial „4-/JA Page 2 of 17 BUILDING PERMIT APPLICATION FBC 2004 Job Address (where the work is being done) Contractor's Company Name Contra •.'s Address Type of Work: ❑ . , dition ❑Alteration Describe Work:1, Submittal Fee $ Permit Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Tenant/Lessee Name Phone # 4,0 17 Notary $ '7. Training/Education FFeee S 5- Scanning $✓- 00 Radon $ " u V DPBR $ Permit No. Master Permit No Zip Phone # 5 237 * *** * * * * * * * * * * * * * * ** ** CCF $ i - 1W CO /CC See Reverse side –+ BY: Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1(:)'(.5O A(Demolition haology Fee $ Zoning $ 1303YonED APR 2 6 2010 NJ K Permit Type (circle): Building Roofing Name (Fee Sim ) l e Titleholder) rd V/r 2( ,/ p Phone # Owner's Address 1 ,4 E 2 u Are City .64,- �1 : 11( State Zip 3:316/ City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO 9 / Z3 - 1 State Certificate or Registration No /• Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Pte) O( Square / Linear Footage Of Work: %ndin 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. 1 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 ; cu seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be appr pection fee will be charged Sign: Print: le: My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10107) Signature Owner or Agent The foregoing instrument was acknowledged before me this day of /l ,20/0,by 1.3 e L v-c�S, who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature Contractor The foregoing instrument was acknowledged before me this ®2.b day of 4r 1 .20 IV , by J; Teri I- Jae() , who is personally known to me or who has produced FL MtliC as identification and who did take an oath. OTARY PUBLIC: i4Jab /aoly m********** et** *it ************************* * * * * * * ** * * * * *fi * Stir *S * * *it * * ** pit * & * * * ink* k * * &*frit ** ** * ** * *** ** My Commission Expires: Plans Examiner Engineer Zoning 1 S. BUZZANB1 I,A MY COMMISSION a DD 976381 • EXPIRES: April 26, 2014 • Bonded Thru Notary Puhgc UndsTWdters Scheduled Inspection Date: June 24, 2010 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Sage Hall Project: <NONE> June 23, 2010 Miami Shores, FL 33138 -0000 Contractor: NEW LIVING CONSTRUCTION INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 141575 Permit Number: DEMO -4 -10 -710 For Inspections please call: (305)762 -4949 Phone Number �C - 3 - lO 508 Permit Type: Demolition Inspection Type: Final Work Classification: Building Parcel Number 1121360010160 -15 Phone: (954)237 -4731 DEMOLITION OF 24 BATHROOMS Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 3 of 18 cc- i0 - (A) REIMAN 1 1 1 1/2' X 0.054 (18 I t Ne) (B) CLEARANCE T (C) STEEL SLEEVE SLEEVE THICKNESS NOT TO BE LESS THAN DUCT GAGE DUCT DIMENSION MINIMUM SLEEVE THICKNESS ON RE DIAMETER OR ' SLEEVE UNCOATED RECTINGULAR DIMENSON) GAM STEEL 12' DOVM 26 24 .024' 31' — 54' 22 .030' 55' - 84' 20 .035' 85' —UP 18 .04? (D) FIRE DAMPER (RUSON MODEL DIBD2) (E) SECURE RETANNG ANGLES TO SLEEVE ONLY ON 8' CENTERS WITH; 1. 1/2' LONG WELDS. OR 2. 1/4' BOLTS AND NUTS. OR 3. NO. 10 STEEEL SCREWS. OR 4. MINIMUM 3/16' STEEL RIBETS (F) 1 0. 1 A PER 70D SSLEEVE ON 8' MITER 5171t OR 2. 1/4" BULTS AND NUTS IN HOLES PROVIDED. OR 3. NO. 10 STEEL SCREWS. OR 4. MINIMUM 3/16' STEEL RIBETS (0) SECURE DUCT TO SLEEVE WITH A CONNECTION AS SHOWN 13' -30' STANDING S .IDN1S SHALL BE CONSISTENT WITH DESIGNATIONS FOR DUCT PRESSURE CLASSIFICATION. 5' MAX. EACH SIDE DUCT MAY ATTACH 10 SLEEVE OR DAMPER (0) TYPICAL NOTES VERTICAL POSITION IS SHOWN; HORIZONTAL INSTALLATION IS SEAR OBSERVE AIR FLOW DIRECTION SPECIFIED PROVIDE AOISS DOORS AS SPECIFIED FOLLOW INSTALLATION INSIRUCIICN FOR FUSIBLE LINKS RETAINING ANGLES MUST LAP STRUCTURAL OPEI NG 1' MINIMUM AND COVER CORNERS ff OPENINGS. ANGLES MUST NOT BE ATTACHED TO EACH OTHER AT CORNERS. FIRE DAMPER INSTALLATION DETAILS N.T.S. (C) (F) DUCT oar 01-110 y ��r� c- 1 r�51 r -� IN 7 Sfro Ke--7ctir 11 rog-n ) p U� , -r- g A-d2 y aAJ 7 Ler oRs jz,uoto A-stie( 4E' mac' -e.z°o Q ©s 4-5 l g voamcmil JUN 1 6 2010 Ul h - ollowing pages were originally attached to plans with the following permit # 10 I PROVIDE UNICIPAL PROCESS NUMBER HERE LOCATION OF IMPROVEMENTS �� / Job Address /3 Ir "we CONTRACTOR INFORMATION Contractor No. Cie 4 /.W 9/ Last four (4) digits of ualMier I�o� I � Folio Il �A 11 �' il�, Contractor Name 1 ' d/ y Lot Block / Qualifier Name Subdivision PBpg ��//�� Address , , J L ,�f ; r� e lf Metes and bounds City �I/ State .Zip TYPE OF IMPROVEMENTS [ ] New Construction Vacant Land Alteration Interior ] Alteration Exterior [ ] Relocation of Structure [ ] Enclosure [ ] P a [ ] Repair Due to Fire [ ] Demolish [ ] Shell Only [ ] Addition Attached [ ] Addition Detached [ ] Re -Roof [ 1 Foundation Only u� le /s Current use of property ' / c ial ` Description of Work �` �(�P��J / '0.4/ 0 l 2 o.0 /Y Sq. Ft 49 Units 2-. Floors A2 , Value of Work 1/00 ° PERMIT TYPE [ ] MBLD* Category REVIEW STATUS [ ] Chg. Contra [ ] Re -Issue [ ] Re -Stamp [ ] Revision [ ] Not Applicable for Fire 3INHN SiLl3NMO Owner � � i 1144 I Address 1/ 4."-e 2 /9 o( [ ] MELE City )°1/4 4 ate gzip [ ] MLPG Phone c "he f'? ' 378 r [ ] MMEC Last four (4) digits of Owner's Social Security No. [ 1(] FIRE PERSON TO PICK UP PLANS Name filTdri / /) 44 1 ARCHITECT / ENGINEER Owner L c. I ® Address ®� /f vief d i Ion / / Address City WAVO A'l/ e State & Zip 3 / (� City State _Zip Phone 5 (' %y9' ( 1 Phone 3 2 16C `_ 7 '' C FIRE SPECIAL REQUEST PLAN REVIEW (SRI) I am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible at the rate of $190 for the first hour and $65 per each additional hour in addition to the review fees. Minimum charge one -hour. 1 st Request: Date: 2"d Request: Date: 3td Request: Date: DERM OPTIONAL PLAN REVIEW (OPR) I am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75 for each discipline. Additional review fees may apply. 1nt Request: Date: 2"d Request: Date: 3 Request: Date: 123_01 -192 3/08 NOTE: ALL SHEET MU BE REVIEWED MIAMI -DADE COUNT DING DEPARTMENT Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way) • Florida 33175 -2474 • (786) 315 -2100 ,- APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI -DADE FIRE RESCUE AND /OR DEPARMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT a ! 6I ' BUILDING PERMIT CATEGORIES CATEGORY DESCRIPTION PERMIT TYPE BUILDING 01 GENERAL BUILDING - COMMERCIAL MBLD 02 SUB - GENERAL BUILDING - RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING & STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK -IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES (ASPHALT, FIBERGLASS) MBLD 96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT/EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS /STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS & POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE FIRE REVIEW M2010006189 5/25/10 R. GONZALEZ 1. MUST PROVIDE RESPONSE SHEET ADDRESSING EACH OF THE COMMENTS AND INDICATE THE SHEET IN WHICH CORRECTION IS FOUND 2. INDICATE IF THERE IS AN EXISTING FIRE SPRINKLER SYSTEM AND FIRE ALARM SYSTEM THAT WILL BE AFFECTED BY THESE ALTERATIONS - IF SO PROVIDE PLANS SHOWING THE LOCATION OF ALL NEW AND EXISTING HEADS AND DEVICES • ALL CODE REFERENCES MENTIONED IN 'THESE COMMENTS ARE FROM FFPC/NFPA, FLORIDA FIRE PREVENTION CODE AND NFPA 101 LIFE SAFETY CODE, UNLESS OTHERWISE NOTED.. • PROVIDE NEW SHEETS WITH ALL CORRECTIONS AND CHANGES HIGHLIGHTED OR CLOUDED. • RETURN VOIDED SHEETS WITH FIRE DEPT. STAMPS FOR COMPARISON, OR FULL REVIEW FEE WILL BE ASSESSED • COORDINATE ALL CORRECTIONS & CHANGES THROUGHOUT THE ENTIRE SET OF PLANS. * PROVIDE ALL INFORMATION ON THE PLANS * FAST TRACK FOR REWORK