The URL can be used to link to this page

CC-13-1857 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-200963 Permit Number: CC-8-13-1857 Scheduled Inspection Date: October 15, 2013 Permit Type: Commercial Construction Inspector: Rodriguez,Jorge Inspection Type: Final Owner: VILLAGE,MIAMI SHORES Work Classification: Addition Job Address: 10000 BISCAYNE Boulevard Miami Shores, FL Phone Number Parcel Number 1132050200010 Project: <NONE> Contractor: ARCO CONSTRUCTION Phone: 305-892-6507 Building Department Comments REPAIR TO ROOF SUPPORT COLUMNS OUTSIDE BAR Infractio Passed Comments AREA INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-200913. Install a piece of brake aluminum at bottom of columns Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 11,2013 For Inspections please call: (305)7624949 Page 15 of 25 N T and Inspections, Inc. 5047 S.W.167'h Avenue,Miramar,FL 33027 954-450.8536 nOnspecdonslnc tmall com WELDER PERFORMANCE QUALIFICATION RECORD Client GTg2y C. Blaze Address: 1650 N.E. I 3r Terrace, North Miami, FL 33181 Welder's Name:Gregory C. Blaze Eye Correction:Glasses A.W.S.A.T.F.No:990203 Test No:11-219 Welder's SIS No.:XXX XX 8857 Date Tested: 12/2/11 Reference A.W.S.W.P.S.No:B2.1-1-205 VARIABLE (WALIFICATION TEST DETAIL QUALIFICATION RANGE Welding Process SMAW SMAW Type Manual Manual Backing Not Used Required if used Base Metal Specification-No. Carbon Steel:M-1,Group 1 or 2-ASTM A53 Carbon Steel:M-1,Group 1 or 2-ASTM A53 Pi late Thickness-Groove Schedule 4010.280" 118 a through 314 n Pipe/Plate Thickness-Fillet WA 1/8"and Over Pipe Diameter-Groove 8" 4"and Over Pipe Diameter-Fillet NIA 4"and Over Filler Metal Specification No. ANS1/AWS A 5.1 ANSVAWS A 5.1 i Classification No. E8010/E7018 E8010/E7018 1 F No. 3 and 4 3 and 4 Filler Metal Diameter 1I8" 3/32",1/8",5/32" Vertical Progression Uphill Uphill Deposited Weld Thickness 3/8"+Reinforcement 3W+Reinforcement Current Polarity Type/Polarity DCEP(Reverse) DCEP(Reverse) Current Range Range:75 to 125 Amps Range:40 to 220 Amps 1 Transfer Mode NIA NIA { Torch Shielding Gas Type:WA I Flow:WA Type:NIA Flow N/A %Shielding Gras WA WA Position(s) Test Position:8G Plate:Groove-All Fillet All Position(s) Test Position:8G Pipe:Groove-All Fillet All i GUIDED BEND TEST RESULTS Type And Figure No. Results Type And Figure No. Results i Face#1 WA Face#2 NIA Root#1 WA Root#2 WA Guided Bend Ting Conducted By:WA NONDESTRUCTIVE EKAMiNATION RESULTS Radiographic Test Results:Acceptable Report No.: 11-219 Radiographic Testing Conducted By:Marls A.Selfridge,R.T.Level 11 Welding Witnessed By:David Orfigoza,AWS,SCM Visual Inspection: X Pass Fail(reason): CERTIFICATION STATEMENT We certify that the statements in this record are correct and that the test welds were prepared,welded,and tested in accordance with the requirements a latest edits SUAWS D1.1-Structural Welding Code-Steel. =—' David Ortigo� Reviewed Date: 12/2111 SCWI 97080018 David Ortigoza,A.W.S.,S. W. ' f 9:97080018 QC1 EXP. 8/1/2012 NJ Miami Shores Village Building Department 11 f 1W50 N.E.2nd Avenue,Miami Shores,H rida 33138 E Tel:(305)795MM Faun:(305)756.8972 INSPECTION'S P130NE _ NUM$ER.(305)76ZA949 BUILDING FBC 20 1� PERI1UT APPLICA Permit No. TION Master Peru Permit Type: BU DING ROOFING 1013 ADDRFA: A0000 1 omi County.�'�"""��•-ire i.�...�1.�....rr�r•�� FolioiPauaoel0: ` b the Botldttng HWorksoy Deatgaated:Yes N 4 ------- mood?otm: OWNER:Name(Fee Simple Titleholder): Ale o Address• new a State: I Email: CONTRACTOR:Company Nam: ® A Pho»e#: a :i ddress: � � '—"'— State:. ; . f�......_ Phonon State Certification or Registration#: �'_ f�`°�f�,°� Email Address: bES�GNEtt:AncbitecNBnginar: '�'• _ � '' hone#: value of work for this Permit:$ �� [� tags of work: Type of worn: OAddition OAltetatian pNSNqu�areninear$'oo � . . � �Pl� ODemoltuon Desctlpdorl.of Work: c cOt174 ble: Z7 [fig Submittal F ;. �� a ?ermtt Fee$ °o ;CF CO/CC$ Fee$ Radon Fee$ "b13PIk$ god$ . Notary$ Training&&=tloa Fee$ Technology Fee$ Double Fee$ Sq allow R $ TOTAL FEE NOW DUE$ -7- 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 �P 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 EILECTRICAL,WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOWERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I cer*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 INJtM 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$ZSoo, 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 cerkfied 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 apped and a reinspection fee will be charged. Si Signs . g Ofn r or Agent The foregoing imswmem was acknowledged before this The foregoing instrument owledged before the this l4 da o ZO,,,by dap of () by QUO / who is a or wbo has prodduced__„ who is n known to or who haap dP;01 As identification and who did take an oath. as identification and V lkk ,�idttl rz�T NOTARY Pi(�BLIC: NOTARY PUBLIC: `�`�� X% S i I e/. Sign: Sign: _ 03106 = Pratt. Print: = om{n1SS�un My Commission Expires: ;igk i,� N. eARB m A.ESTEP My Commission Expires: :* Mb OOMMISSION#DD 9553 <= EXPIRES:March 29,2014 ///�� rE�of�N ��``\` ' Bonded 7hru Notary Public Undarnrlters rk#**auk+R+krk+InR#rkR�OtAu�rk+R+k#*trkiric«+kiktklrkktlR#ikrk+kR*+kMt�tk� APPROVED BY I pins Epnaane : Zoning 17 Structural Review Qeak' (Revised 3n2/2012)(Revised o9 OV)(Revised o6n0=W)(Revisai 3nsro9l CFN 20 1 3RO6456766 OR Bk 28785 Ps 4412; (1as) RECORDED 08/22/2013 12:10923 RT NOTICE OF COMMENCEMEN f T IAMI-DADEgCOUNTYP FLORIDA A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME.OF INSPECTION LAST PAGE PERMIT NO.1 FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notica'ftud Improvers pnts win be made to certain real property,and in accordance with Chapter`715,Florida Statutes,the following information Is provided in this Notice of Commencement. Space above renewed for use of recording woe 1.Legal description of property and street/address: Woe A&CC ,AiL 2.Description of Improvement: 3.Owners)name artd address:'70ft c Interest in property: Name and address of fee simple titleholder. 4 �ntractor's name,ad ress and ph numb/. P� Ce7.l1,1 � C5y—��n ° Z S.Surely:(Payment bond required by owner from contra or,If any) r Name,address and phone number Aslant of bond$ 8.Lender's name and address: 7.Persons within the State of Florida desl6nafed by Owner upon whom notices or other documents may be sewed as provided by Section 713.13(1)(a)7.,Florida Statutes Name,addre-and phone number Z2,2 r i C -o `C7`D J 8.In addition to hirimself,Owners designates the following person(s)to receive a copy of the Usnor's Notice as provided in Section 713.13(l)(b),Florida Statutes. Name,addrea and phone number. .._. Z _ 9.ExpGation'date of this Notice of Commencement (Nre mPhdon date Is 1 year IMM tKe date of recording unless a different date Is spea(flO WARIOM00 OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPiRAT►0"N OF THE NOTICE OF COMMENCEN.U ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION T13.13 FLORIDA'STATUTES,AND CAN FZ' IN YOUR PAYING TWICE FOR iMi?ROVEMENTS TO YOUR RROPERTY A NOTICE OF COMMENCEMENT:gAUSf BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST IIdSPEOJION.iF YOU I ND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN AT:rORNEY BEFORE COMMENCING WORK OR"RECORDING YOUR NOTI•E OF COMMENCEMENT. Signatutre(s)of Own ( or�y 'r(s)'Authorized Orcer/Director/Partner/Manager Prepar�i'By �� prepared By . Print Nam ":" , Print Name TIOe/Office k- p A, TitlaJOtfice -STATE OF FLORIDA COUNTY OF MIAMI-DADE.. The foregoin Itstrum t w wledged before me this J day of t 1 BY A. lJ Individually,or 17 as QWWjr W for a onaliy knovun,or produced , following type of„lderAcation: y ,Signalyre of Nctary.Public: Print Name: VERB IGAflbN PUR t (S� :°„ My tXltu $$1ON @ DD gli W $JAK TO SECTION OU2b FLORIDA STATL�4 EXPIRES:Meroh�,X14 Underp41alties of perjury,I declare that I have read the foregoing and eawleaTlxuaNataryP��undert+ ere that the fects-stated In it are true,to the best of my knowledge end belief. �R Signatur of er(s)or Owns )'s Authorized Officer/Director/Partnee/Manager who st ed above: BY BY STATE OF F I COUNTY OF DADE p coupe 12ao+-s2PACXs ano Or1Q1►►al bl -day of 4J®® utnc (��u A 2 A 020 U w imr, $S and law 0111 w Seri. 3 f'V11R �p•i o/Ccufte 0ouril'yCourts �'� 0owV4 Mal a.r Edward A. LANDERS, P.E. _ of_ ®" — TING ENGINEERS 7 3-393 r Rte""�j'" � �� 0 Fax (( 08) 823-3838 4 Lr[T'p Fax ( 08� 823-9385 MIAMI SHORES GOLF CLUBo <` 10000 BISCAYNE BLVD �� ® �r I DAT MIAMI SHORES FL.3 138 u _ - M I 3 � �w ZOPdII�G W4(COLUMN REPAIRS) K. STRUCTURAL AREA OF WORK ELECTRICAL d.� INDEX COVER SHEET PLUMBING � 6 ' G1 LOCATION PLAN STRUCTURAL S-0 STRUCTURAL SPECS ;r CHANICAL 'PERMIT S-1 ELEVATION AND FLOOR PLAN S-2 DETAILS SE S-3 DETAILS S-4 CONCRETE REPAIR SPECS BLDG 8� 312997 r ' w S"JBIECT TC CONAPLIA,NCE WITH ALL FE E ^., '.TE AND CoIJt-ITY MULES AS-4D �`Lk Tltel' . - � - - SCOPE OF WORK PAM ALTERATION LEVEL II 1. REPAIR DETERIORATED STEEL COLUMNS AT EXISTING RESTAURANT/BAR STORE FRONT (FACING DINING RANGE) r APPLICABLE CODES: _. FLORIDA BUILDING CODE 2010 EDITION LOCATION PLAN N.T.S. o m FRI (!} co _ � U ��'S s C-1 T GENERAL STRUCTURAL NOTES LAEdward A NDERS, P.E. (Florida Building Code 2010 Edition) CONSULTING ENGINEERS G E N E R A L: STRUCTURAL OBSERVATIONS: REINFORCED MASONRY WALLS: Te! �5�8°w-R- 1. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, Tel. 305 823-3938 DESIGN AND EXTENT OF THE WORK AND ARE PARTIALLY DIAGRAMMATIC. THEY 1. THE ENGINEER-OF-RECORD SUBMIT A Fax 305 823-9355 ARE NOT INTENDED TO BE SCALED FOR ROUGH-IN MEASUREMENTS,OR TO STATEMENT,AT THE COMPLETION OF THE CONSTRUCTION WORK,REGARDING IV T YPE HOLLOW LOAD-BEARING MASONRY UNITS SHALL CONFORM TO AS C-90, SERVE AS SHOP DRAWINGS OR PORTIONS THEREOF. THE COMPLIANCE OF THE WORK WITH THE APPROVED PERMIT PLANS(.F.B.C. T b GRADE N,SQUARE END,WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH ON NET AREA OF fm-1,500{PSI}. 2. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE 2, IN THE EVENT THAT THE ENGINEER OF RECORD WERE NOT RETAINED TO TYPICAL AND SHAD_BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION PERFORM STRUCTURAL OBSERVATIONS,THE OWNER AND THE CONTRACTOR MUST 2• SPECIAL INSPECTOR SERVICES ARE REQUIRED FOR ALL REINFORCED ELSEWHERE ON THE PROJECT,EXCEPT WHERE A DIFFERENT DETAIL OR SECTION NOTIFY THE BUILDING DEPARTMENT AND OBTAIN AN APPROVAL OF THE ENGINEER MASONRY CONSTRUCTION. THE SPECIAL INSPECTOR SHALL INSPECT THE IS SHOWN. ENGAGED TO PERFORM THE INSPECTIONS,BEFORE START OF ANY STRUCTURAL. PLACING OF THE REBARS IN THE CELLS,VERIFY CLEANLINESS OF THE CELLS TO 3. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND ALL THE WORK. BE GROUTED, AND OBSERVE THE PLACING OF THE GROUT OR CONCRETE INTO SUBCONTRACTORS SHALL VERIFY ALL GRADES,LINES,LEVELS,DIMENSIONS AND 3. IT IS UNDERSTOOD THAT THE ENGINEER WILL NOT BE HELD RESPONSIBLE THE CELLS. COORDINATE EXISTING CONDITIONS AT THE JOB SITE WITH THE PLANS AND AND UABLE FOR ANY OF THE CONTRACTOR'S WORK WHICH WAS NOT PROPERLY 3. MORTAR SHALL CONFORM TO ASTM C-270, TYPE"M"OR"S". SPECIFICATIONS. THEY SHALL REPORT ANY INCONSISTENCIES OR ERRORS IN OBSERVED BY THE ENGINEER-OF-RECORD(OR HIS REPRESENTATIVE)OR FOR THE ABOVE TO THE ARCHITECT/ENCINEER BEFORE COMMENCING WORK. THE ANY WORK, APPROVED BY THE INSPECTING ENGINEER(OTHER THAT THE 4. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL CONTRACTOR AND HIS SUBCONTRACTORS SHALL LAY OUT THEIR WORK FROM ENGINEER-OF-RECORD)WHICH MODIFIES OR CHANGES THE STRUCTURAL PERMIT ESTABLISHED REFERENCE POINTS AND BE RESPONSIBLE FOR ALL LINES, RECORD DOCUMENTS. MORTAR BEDDING. ELEVATIONS AND MEASUREMENTS IN CONNECTION WITH THEIR WORK. 5. MASONRY ANCHORAGE TO SUPERSTRUCTURE SHALL BE PROVIDED IN 4. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS,GENERAL NOTES ACCORDANCE WITH STRUCTURAL DRAWINGS AND DETAILS. OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER ANY WORK IN TING STRUCTURAL DESIGN CRITERIA: 8. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT PRIOR REVIEW WRI OF SUCH OMISSION OR ERROR PRIOR TO PROCEEDING WITH WHICH APPEARS IN QUESTION. IN THE EVENT OF THE CONTRACTORS FAILING TO OF THE ENGINEER GIVE SUCH AN ADVANCED NOTICE,HE SHALL BE HELD RESPONS93L E FOR THE 1, THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA 7. VERTICAL REINFORCING: RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING BUILDING CODE- (2010 EDITION)AND OTHER REFERENCED CODES THE SAME. AND SPECIFICATIONS. ALL CODES AND SPECIFICATIONS SHALL BE LATEST (A) ASTM A-615 PER REINFORCING SECTION. EDITION AT TIME OF PERMIT. 5, THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS AND (B) WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE IT SPECIFICATIONS TOGETHER WITH THE ARCHITECTURAL,MECHANICAL, 2. WIND LOAD CRITERIA: GCPI-f0.18 SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL INCH TO SIX INCHES ELECTRICAL AND OTHER TRADE DRAWINGS AND SHOP DRAWINGS,TO LOCATE VERTICAL FOR ALIGNMENT, EVEN THOUGH IT IS IN A CELL ADJACENT TO THE DEPRESSED SLABS,SLOPES, DRAINS,OUTLETS, RECESSES,OPENINGS. BOLT BASED ON ANSI ASCE 7-10 BASIC WINO VELOCITY 175 MPH, VERTICAL WALL REINFORCING. WRITING,OFF AN POTENTIAL CONFLICTS BEFORE PROCEEDING'NTH WORK. OCCUPANCY CATEGORY II(AT HURRICANE OCEANUNE), EXPOSURE'D". (C) VERTICAL REINFORCING STEEL SHALL BE PLACED CENTERED IN THE CELL, 3. ROOF DESIGN LOADS: (SUPERIMPOSED) LAP 48 BAR-DIAMETERS. PROVIDE BAR SPACERS AS REQUIRED TO MAINTAIN DEAD LOADS: . ..... .25 PSF REINFORCING SECURED IN POSITION. SHOP DRAWINGS & DELEGATED ENGING: LIVE LOADS . • •••• .30 PSF 4. FLOOR DESIGN LOADS: (SUPERIMPOSED) tND) VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH SIDE OF OPENINGS 1. ALL SHOP DRAWINGS SHALL BE SUBMITTED FOR ENGINEER'S REVIEW ONLY DEAD LOADS . ......25 PSF IN WALL,AT WALL INTERSECTIONS,CORNERS AND ENDS. THIS REINFORCING AFTER THEY HAVE BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR LIVE LOADS: .......40 PSF SHALL BE THE SAME SIZE E LE SCHEDULED WALL R. SP REINFORCING FOR THE PARTICULAR WALL BUT NEVER LESS THAN A y5 REDAR. SPECIAL CARE SHALL BE CONSTRUCTION METHODS,DIMENSIONS AND OTHER TRADE REQUIREMENTS, TAKEN TO INSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY AND ARE AND STAMPED WITH THE CONTRACTOR'S APPROVAL STAMP, THE ENGINEER CLEAN OF EXCESS MORTAR. ASSUMES NO RESPONSIBILITY FOR DIMENSIONS,QUANTITIES,ENGINEERING CONCRETE AND REINFORCING:DESIGN BY DELEGATED ENGINEERS,ERRORS OR OMISSIONS AS A RESULT OF REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE MADE INDICATED 1ATED REINFORCING SHALL BE A VERTICAL IN CONCRETE CALL CELLS PER GOOD BY THE CONTRACTOR, IRRESPECTIVE OF RECEIPT.CHECKING OR REVIEW 1. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH"BUILDING INDICATED ON PLANS. REINFORCE MASONRY LAPS ARE TO BE CALCULATED PER OF DRAWINGS BY THE ENGINEER AND EVEN THOUGH WORK IS DONE IN CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 530 SECT 21.10.7&EQ. 2-9 ACCORDANCE NTH SUCH DRAWINGS. AND WITH"DETAILS AND DETAILING OF CONCRETE REINFORCEMENT' 114E NON-CONTINUOUS VERTICAL REINFORCING ND 'THE LLB E HOOKED INTO THE BOND BEAMS AT PERMIT 2. BEFORE STRUCTURAL INSPECTIONS CAN BE MADE ON A PORTION OF THE STRUCTURE,ALL RELATED SHOP DRAWINGS,DELEGATED ENGINEERING, 2, ALL CONCRETE WORK IN ACCORDANCE WITH'SPECIFICATIONS FOR (G) PROVIDE INSPECTION HOLES AT THE BOTTOM OF EACH REINFORCED PRODUCT APPROVAL,MANUFACTURER'S DATA AND OTHER RELATED STRUCTURAL CONCRETE FOR BUILDING" MASONRY CELL, LIFTS SHALL NOT BE HIGHER THAN 5 FEET PER FBC R4407.5.10.8 INFORMATION,MUST BE REVIEWED AND ACCEPTED BY THE PRODUCTION OF CONCRETE,DELIVERY,PLACING AND CURING TO BE IN ENGINEER-OF-RECORD AND APPROVED BY THE BUILDING DEPARTMENT. ACCORDANCE WITH "HOT WEATHER CONCRETING" avmmwo: 3. ALL SHOP DRAWINGS SHALL CONTAIN THE MINIMUM INFORMATION, & HORIZONTAL REINFORCING: ?3729?7 OUTLINED IN THE FLORIDA BUILDING CODE 3. ALL CONCRETE TO BE REGULAR WEIGHT WITH A DESIGN STRENGTH OF 5,000 PROVIDE GALVANIZED#9 GAGE,LADDER TYPE HORIZONTAL JOINT REINFORCING P.S.T. AT 28 DAYS. MAXIMUM SLUMP 4". EVERY SECOND BLOCK COURSE((1'-4"O.C.VERTICALLY)LAPPED 7-1/2'. PROVIDE SPECIAL HORIZONTAL RENFORCItJG AT"T'AND"L'INTERSECTION. ANCHOR TO ®� 4. ALL DELEGATED ENGINEER'S SHOP DRAWINGS SHALL COMPLY WITH ALL THE 4. ALL REINFORCING TO BE NEW BILLET STET CONFORMING TO THE LATEST COLUMNS WITH MINIMUM 4"EXTENSION INTO AREA OF POUR. REQUIREMENTS OF THE FLORIDA BUILDING CODE A.S.T.M.A-615 GRADE 60,FABRICATED IN ACCORDANCE WITH C.R.S.I. MANUAL OF uow., +SOw.uwta SHOP DRAWINGS SHALL CONTAIN ALL INFORMATION SHOWN STANDARD PRACTICE AND PLACED IV ACCORDANCE PITH LAP SPLICE ON THE STRUCTURAL PLANS(RELATED TO 114E DELEGATED DESIGN)INCLUDING PER A.C.I. 318-02 SEC.12.2.3,30.5 MIN 9. PROVIDE°DOVE-TAIL`ANCHORS AT 16' UM VERTICALLY FOR All MASONRY aar am am n ALL DESIGN LOADS,IN ADDITION TO THE INFORMATION REOUIRED BY THE PLACED ADJACENT TO ALREADY IN PLACE COLUMNS. w-+�aeev+rvw+KOo-amm DELEGATED ENGINEER'S DESIGN. 5. CONCRETE COVER UNLESS OTHERWISE DETAILED ON DRAWINGS,. xor 10. CELL.FILLING CONCRETE SHALL BE"PEA DOCK`CONCRETE MIX(8'TO 9" m 5. THE ENGINEER OF RECORD SHALL RENEW ALL SHOP DRAWINGS,PREPARED AND GRADE BEAMS: (BOTTOM) ....., . ... .3" SLUMP)OR GROUT WITH r,3.500 PSI MIN. AT 28 DAYS. SIGNED AND SEALED BY THE CONTRACTOR'S DELEGATED ENGINEER,ONLY FOR (TOP&SIDES) .. ......2' 11. LINTELS arvaovmar anre GENERAL COMPLIANCE WITH THE DESIGN INTENT,REQUIRED LOADING AND COORDINATION WITH THE STRUCTURE DESIGNED BY THE ENGINEER OF RECORD. EXTERIOR SLABS ON GRADE: (BOTTOM) ... 2" A. THE CONTRACTOR SHALL PROVIDE PRECAST CONCRETE OR CAST-IN-SITE LINTELS 8. CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD,ONLY ONE SET OF (TOP) •'•' 1-1/2" AT THE HEADS OF ALL OPENINGS IN MASONRY WALLS NOT EX-CEEDING SIX(8)FEET SEPIA AND ONE SET OF BLUE PRINTS OF THE STRUCTURAL SHOP DRAWINGS FOR COLUMNS AND BEAMS: (TO THE TIES) .....1-1/2" IN WIDTH WHERE BEAMS HAVE NOT BEEN SC A FOR OPENING ADJACENT TO BE E CAST ST ENGINEER'S RENEW,BEFORE STARTING FABRICATION. THE ENGINEER WILL CONCRETE COLUMNS-THE LINTEL SHALL B -IN-PLACE WITH THE COLUMN. RETURN THE MARKED-UP AND STAMPED SEPIA TO THE ARCHITECT.THESE SEPIA 6. COLUMN REINFORCEMENT. DOWELS TO BE SAME SIZE AND NUMBER AS S. LINTEL MAY BE INTEGRAL WITH THE STRUCTURAL OR TIE BEAM WHEN HEAD OF COPIES SHALL BE USED TO MAKE PRINTS AS REQUIRED FOR HE SHOP DRAWING VERTICAL REBARS ABOVE THE OPENING IS 16 INCHES OR LESS BELOW. CONTINUE BEAM'S TYPICAL BOTTOM DISTRIBUTION, SETS OF BLUE PRINTS(WITHOUT SEPIA)WILL NOT BE ACCEPTED. PROVIDE RIGID TEMPLETS FOR DOWEL.LOCATION. PROVIDE STANDARD REBARS THROUGH AND ADD 2-#5 BOTTOM TRUSS BARS AT DROPS AND 2-¢3 STIRRUPS HOOKS AT TOP OF ALL VERTICAL REINFORCEMENT AT NONCONTINUOUS AT 6 INCHES O.C.EACH END AT DROP. COLUMNS(U.O.N.).SEE ATTACHED TABLE FOR SPLICE LENGTH LL CONSTRUCTION MEANS AND METHODS: �'SPLICES FOR BEAMS AND COLUMNS PER AC 318-08 CHAPTER#12 C. MINIMUM BEARING FOR ALL LINTELS 8 INCHES EACH SIDE OR PROVIDE DOWELS AND POCKETS IN ADJACENT CONCRETE COLUMNS. 7. ALL DOWELS FOR COLUMNS SHALL BE SECURE)IN POSITION PRIOR TO AND BOTTOM FOR CLEAR TOP D. LINTEL 1D BE MINIMUM OF 8 INCHES DEEP WITH 2-g4#4 1. THE CONTRACTOR IS RESPM498LE AND SHALL COMPLY WITH THE SAFETY CONCRETING. PUSHING THE DOWELS INTO POSITION IN WET CONCRETE IS NOT SPANS LESS SAN 8 FEET,12 INCHES DEEP WITH 2-g5 P BOTTOM AND 2- 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE AND PERMITTED. ALL LOCAL,STATE AND FEDERAL LAWS. STIRRUPS AT 6 INCHES O.C.EACH END,FOR SPANS GREATER THAN 6 FEET UP TO 8 B. BEAM REINFORCEMENT: FEET) CALL ENGINEER FOR SPANS LARGER THAN 8 FEET WITH NO SPECIFIED BEAMS 2. PROVIDE ALL SHORING,BRACING AND SHEETING AS REQUIRED FOR SAFETY, (SEE BEAM DIAGRAM ON PLAN). BOTTOM BARS SPLICED ONLY AT SUPPORTS, TOP OR LINTELS OVER. STRUCTURAL STABILITY AND FOR THE PROPER EXECUTION OF THE WORK. BARS SPLICED ONLY AT MID-SPAN, ALL TOP BARS HOOKED AT NONCONTINUOUS REMOVE WHEN WORK IS COMPLETED. EDGES(U.O.N.). ALL HOOKS TO BE STANDARD 90 DEGREE HOOKS AS REQUIRED 3. PROVIDE AND MAINTAIN GUARD LIGHTS AT ALL BARRICADES,RAILINGS, (U.O.N.).SEE ATTACHED TABLE FOR SPLICE LENGTH Lu 00 OBSTRUCTIONS IN THE STREETS,ROADS OR SIDEWALKS AND ALL TRENCHES OR 9. ADDED REINFORCEMENT: PROVIDE ADDITIONAL CORNER BARS BENT 38 PITS ADJACENT TO PUBLIC WALKS OR ROADS, INCHES MINIMUM EACH WAY AT"L"AND'T"CORNERS IN OUTER FACES OF ALL BEAMS TO MATCH ALL HORIZONTAL BAR(TOP,BOTTOM AND INTERMEDIATE Q M 4. AT ALL TIMES,PROVIDE PROTECTION AGAINST WEATHER((RAIN,WIND, REBARS). O rl STORMS OR THE SUNj,SO AS TO MAINTAIN ALL WORK,MA7ISIIALS,APPARATUS AND FIXTURES FREE FROM INJURY OR DAMAGE. 10. SEE PLAN FOR MINIMUM SIZE CONCRETE 11E BEAM REQUIREMENTS. W 5. AT THE END OF THE DAYS WORK,COVER ALL WORK LIKELY TO BE DAMAGE). 11. RE BEAM&GRADE BEAM SHALL HAVE CORNER BARS W/30'BENDS r/'1 ANY WORK DAMAGED BY FAILURE TO PROVIDE PROTECTION SHALL BE V REMOVED AND REPLACED WITH NEW WORK AT THE CONTRACTOR'S EXPENSE. 6. THE CONIRACICR SHALL PAY FOR ALL DAMAGES TO ADJACENT PROPERTY SOIL STATEMENT THE NATURE AND CHARACTER OF THE SOIL CONDITION BENEATH THE m TERMITE PROTECTION COMPLIANCE STRUCTURAL FOOTING HAS BEEN OBSERVE)TO HAVE UNDISTURBED GENERAL.CONTRACTOR TO PROVIDE A CERTIFICATE SAND AND ROCK PRESUMED TO HAVE AN ALLOWABLE BEARING CAPACITY OF COMPLIANCEBY LICENSED PEST CONTROL COMPANY OF 2000 SHALL L THE TIME SIGN CONSTRUCTION, A FLORIDA PORT REGISTERED Q THAT CONTAINS THE FOLLOWING STATEMENT VER"NR��-PROVIDE A SIGN AND SEALED NGITTEN REPORT pO AS PER FBC 2010 SECTION 1816.1.7 ARE NASSUMM�SOIL BEARING VALUES.STATING THAT THE SOT.BEARING P 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITE TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" I� aerFSrnvrxer� Edward A. LANDERS, P.E. CONSULTING ENGINEERS war ww mnc,.ps°ve••••mi a awe Tel. 305 823-3938 Pax 305 823-9355 EXISTING FLAT ROOF EXISTING --EXISTING 4°X4` � � � � � / 4°X4° STEEL COLUMNS � / STEEL COLUMNS ISTING STORE FRONT Th / 4'-9 W ! ------------- ------------- ------------- ------------- ------------- ------------- -------------- R LEVEL. N PLANTER LEVEL N EXISTING PLANTER 04 GRADE*1 1 \ COLUMN REPAIR AREA RESTAURANT/BAR STORE FRONT WEST ELEVATION PERMIT SCALE:11r a V-0" SET 1312917 Y1e° Po9�611®IPMS YNA1°iSfA 111°ONf M aanF®0 ��9WpLpy�y� YCM Ot.�Nf�°INQItI°Ae PIWR/0 EXISTING RESTAURANT APIR..er .11 NG STORE FRONT D(ISTIdG STEEL COLUMNS 4"X4°ALUMINUM STRINGER , ■ EXISTING PLANTER O ADJUSTABLE PIPE SHORE rr D� V 70'-0" PLAN VIEW @ STORE FRONT T J SCALE,1/2'm 1'-0* :z W C/) U co I? � o Edward A. I I LANDERS, P.E. j I /-EXISTING 4"X4" I I xCMNSU Lff N Gq ENGINEERS COLUMNS 1 (TO REMAIN) Tot. (305) 823-3638 Fax 0305)) 823-6355 II II DO NOT DISTURB WINDOW */—DO NOT DISTURB WINDOW II CONCRETE REPAIR RECOMMENDATIONS I I 4'_9' WINDOW LEVEL II The following is our recommended repair procedure for all spalled concrete areas.The specific ¢ j 3" I 3"j RUSTED & DETERIORATED COLUMN areas include concrete slabs, concrete columns,beams or any additional observed conditions. W We recommend concrete repair for the structural elements and submit the following procedure I I j REMOVE DETERIORATED described as follows: o ANCHORS 3'-1" FLOOR LEVEL LU CLEAN ALL EXISTING 1. Remove all loose and deteriorated concrete with a light-chipping l RE BARS J,2'-2" PLANTER LEVEL hammer in all areas that exhibit concrete cracks and areas that are spalled. REMOVE EXISTING I II II I'--REMOVE ALL LOOSE & 2. Randomly test areas with a hammer to determine any additional areas CONCRETE TO PROVIDE 3" DETERIORATED CONCRETE For removal. Do not remove any sound concrete from around rebar CLEARANCE ON ALL 4 SIDES I 11 I I j f—EXISTING PLANTER 3. Tie-up and secure any sagging re-bar and support as required. Do not I I I I I I remove any existing re-bar without prior authorization. 4. Replace deteriorated re-bar only as required by the Engineer. j i i o'- " GRADE 5. Wire brush all exposed re-bar to remove all loose scale,concrete and rust. TYPICAL DEMOLITION (a) COLUMN BASE 6. All cleaned re-bar should be coated with a rust inhibitor as soon as possible after cleaning.The following are acceptable coatings: SCALE:3/4" V-o" PERMIT a. Sika Armatek 110 EpoCem,by Sika Chemical Co. SET b.Zinc Rich Epoxy Primer, B-6270,by Delta Labs c. Corr-bond Euclid Chemical Co. D Kowa, d. Sonnobom"Sonoprep" l I 1312917 e.Approved Equals, I I 7. The patching material should be a cement-based product designed specifically as a patching material. The following are recommended products that must be mixed,applied,etc., in accordance with the I I manufacturer's recommendations: (Coastal Construction Products,305-757-2121) I I a.Thorite,'by Thom Products, I b. Eum Verticoat,by_Euclid,_Chem 3/16 N I I --- - -- - -- - c.Sonnobom"Gelpatch" d. Sikacrete 211,by Sika Chemical I I -••.M e.SikaTop 122 Plus, by Sika Chemical ffXISTING 4 I I 8. Apply patching to ail prepared surfaces either by hand or sprayed x4" I I 3 16 finished sufficiently to match the adjacent concrete surfaces. Concrete EEL COLUMN 1 1 (,C/)maybe used to repair the undersides of the main beams.All work to be STEEL SIDE PLATES performed by a qualified application contractor in accordance with LU approved procedures and recommendations. Q p CLEAN RUST & DETERIORATED FROM EXISTING BASE PLATE W REMOVE AND REPLACE ?�• ANCHOR (IF POSSIBLE) U ONCRETE REPAIR ra UNDER BASE PLATE r TYPICAL COLUMN REPAIR DETAILS SCALE:3/4"=1'-4" S'2 ofarmmffim JUi 0 Edward A. LANDERS, P.E. CONSULTING ENGINEERS .60b11WaRRVWetq iw NA R.VIt Tel. (305) 523-3938 Fax 0305) 823-9355 DO NOT DISTURB WINDOWS Y4" REPLACEMENT PLATES I EXISTING 4"X4" 4— #5 BARS I I STEEL COLUMNS EXISTING 4"X4" I �� 4— #5 BARS STEEL COLUMN Ii 1 ! PERMIT a e SET EXISTING WALL a s I I a EXISTING WALL 1312917 .4 � e •a � 4: aA #5 NORIZ. BARS @12"O.C. ILL W/ CONCRETE DOWEL INTO EXISTING 6 - #5 BARS FILL W/ CONCRETE tAPMWVBY CONCRETE GROUT LL CONCRETE REPAIR DETAILS a@ COLUMNS UNDER BASE PLATE -J O SCALE:314"= V_0" L-u Qo� m -�C w LL U 04 �f� L-3 Edward A. LANDERS, P.E. Exposing and Undercufting of!#einforcing Steel q Cleaning and'Repair®f Reinforcing Steel l:tlge and Surface Conditioning of Concrete e CONSULTING ENGINEERS CONS mar ra wmaasro Cleaning of Reinforcing Steel Them detallts are sWHtabk to borizo.K venial, Tel. (305) 623-3938 4 These aelaga am appikabto to borkonml.vaatsal. Q��t'Y oon�011��e should be resound end overhead loredoaa They ma also applk*e to Fax 0305) 823-9355 from the bar as necessary m promos aaxbnwn —ovalbyhydm-damoil8oa.15ydwwUUt,,aWelea • ead'ovarhead bxstiao.11wy are also applicable m bond of auxaaeni ani erial.Oil flee abrasive tric,paemoade orbydmulk irvpect bmah"a; ^;� ;5:: ontovalbyirydso+>�oIIriaa•hY�'a'ad9ing,anddec- �.r oleo Is the preferred mmborl.A tightly bonded Ocular rue tlrru a'aratls jorahoarere oPPlicartoM1r-- trk oicatumtkorhydmaflctmpagbackors• ;, .'.•x'•,•..• '�''..,•'t? light Can boll.drop on the sarfaca to usually not '.' ja'alwMrererepeirrr�erWAG7306F.QgsPrepara. O@ mCmvatooseordeiamtamdwameroabovacor- -s•':" f't detrimental to board.antes aplotectimmatlag is laded saintorctog MCL. >r''r~ :.rp 'K txdag aPP/bdmWabarsur(aaa to wWeh ease tbo .;.:..y,t .S='. t6 tonelims. ;• Ei ltoumre sb}amktatad Q - - ?•+ ..:•i }••. 1. rntpreprationshou larecalloweatioasfm'ao'• a:`, :t P eooaata,asdeaeutrudri- ,•£ '':>L•`i'. tJooe kitisl[eaawala are made,proceed with the ' . andarateft*fell corroded bas.Uhler- face ptapamdrn dtov(d be followed. )r�•`: ...y-•.c`•.v t ' n8 sled(refer m t Exposing tsa ,-avr ve .5. ••. vaning will vidacteosnafor undarbaralaan• � ..`; 't' ':' >'•""a.•'•`'•}' R sk°Pre ltoP 3).snow -fag sad fall bar ahcamfemnee boadliig m "�y d,;.,•�• regakodrop:ovkk mini• �• ; ..smmuadtag tom,ask will secure the repair .. " :: :�.• s \ :q1•... 'tom.k' mnao required dutd.uass otrepairataWilL :•.•':•: ,;yk•;.-.;�.. .. amcuunny.Provide adatamm'N inch mm) .' °t . •,:t-::': . expaseasbmsand lam ;t•; •?,,,.,a�f; •,,a:i.x a»ons •.•yy, .•y .! : ©Atedgalocatioa&E�'�rlgRtan$lecrosmtha ,�•�,��,,.':`•';, ecacsto surface with ebha of lh*f venereal or Ar Inch(d mm)law than largest wrde a o 'l�'�7`•"•'. :t xwerte inmpairmmerial.whichever Is greater, .— a1a :;..• p Concrete ranmvolsialudL axtaad Stan the bma to :.'.'>;'Y,1 .:+ '; +•:.:; ! �f3•" - locations along the tsar free of bad inhabiting :: 'a`! •.,. ,x •avoid C 11L"(13 mm}ll less as teundsd ur ..iL..:`7: avoid catdn8 sbdordag tad• conmtan,and what the bar is well bonded to . ..... �.•. a -,..;. : ,,r:{:.. •Uwpoln rayntiaa ntsucheshydrodealaoild. u b9[fambd#nga 'f;a•;i,.t4. . _t�:,••:yi» ;, orlmpaetimeskas.Avoidfeatbereagar, i @ Atmn stafadag steal b exposed dm: - i": ^c;••tr,-rK;;,,x.s._.y Repair of Reinforcing$law Oeo to toes of Saw. In the undercutting process.cote dolt be taken TfCebPmlrtgstedbas lost signf8cu taose toga New less maybemaeheateallyapUeedmoldbma QROF� BaadaosslreddbekCptasaGnplaas • aot rdo.If bo9d between W and concrete to '>'iai�.^{i:':F.y + t' s l�lih.Fvferaw.,with squmedcommg, coaos#e.u>>o,d betwaaa liar and concrete k - er+g8rem'u:batW be mmalted.Ifrepais am orplaoedpastidroaadapptwdmaetYN+latl9amV brdlon,undercoubogofthebarsbeUbe squired i;: t. ::. requficamtbeoelafareingatedamofdratottowtag (rose)dd6rgbmeIxpleogthsetm96adetmtodrrod @Aterwoovalsamt c*condithoolng lac coal. ®Pmpsekfo widdristoosaabattbesaaued spak'tnalmdsekautdbeotsad: brarrc mewbhACE31&akmCdermCRSiad �7 Illoonarendad ln*xcby CanpletabarCC¢taamo4or AASUDRmmn L pte remo bard frHIn tatadala(dtt come"m a•bgodm AddldaooPanpplemenmlkuarerdfWaiaeako. abrasve blasdag arid&sonaloo,wwarbtmdtrg „4.-i•r. Y'+'1-q y:,: Atl Lanp9u with or witkont aossive. 9ss coloolM s:"tt•:• -`+ .� .. •.. emP—aftat•alowd"to fW a that sudsce is `"�:.(-,•:• x'_ .t:Y-,; ':'•�§.o'. .. Less ofsagaatt free from addhFoaB loo s eggmgme,crested- •�}'r:-�:�e•�.1?'•,'t` • t;'• dillaid doimalamions am ran iasseal. . -3 .J;:`a�'• Y ,t: ;, (D lfwj rodamo&uisu wd eftrzumdp.*,d o _ .. ,.:� z, ..y:'. v";.�.i5„• sivayvmxberanevedfiomdtep sparataniaoas :'•'t.'i-'�F nn ,:.�,;.•. bafined9aJrbmdClS. inwhanadwear �!:• Raopared t.q• Ra4ot(�i rep '=r.. PERMIT -..• SET 1312917 • The following is our recommended repairna fracas procedure for all spoiled cocrete areas. The m se °0m""„laao° nsam "s specific areas Include concrete slabs. concrete °7aurtaN6a saa�®r�ea columns, beams or any additional observed conditions. °�C"�""i aIS 6 .• We recommend concrete repair for the o�abae� NOw�am Removal Geometry 4 reng4a(e�tetde; structural elements and submit the following ACI CODE RECARREttEMS procedure described ore follows: Ats3168WACIMenualdStondard Preace - 1. Remove all loose cnd deteriorated ACfS186uildGg Code R ta,RabtfarcedCc=- _ con crate with a exhibit hammer in all arena that exhibit concrete cracks • ACI5W2 for Materials p ��Aly��nalg� and areas that are spelled. • ACIWB.,IR-94 Guide forthe Evaluation OtShohxate 2. Randomly test areas with a hammer to 5 Section Ekmmm AC1OM48Corwate Repair Guide determine any additional areas for x ACA 2241-93(98)Cmme8,Ewkmgn B.RepakefCada.In COngeta removal. Do not remove any liound ;a concrate from around rebar. -%'; )rfr'•`.:_„..» y+,q v 3•. tx9=+:- ),.>jk• ACI228ARM41lamldetlods for 00W Illi t OfCo>uFBWStrength 3. Tie—up and secure an sagging re—bar s%..•vt.'f+K+ :1.i'tt'}': ir' e .:! A . P Y 99 9 and support as required. Do not remove ° •�r<r %t`�. 'j'�i'`L•t' •s goo any existing re—bar without prior authorization. 4. Replace deteriorated re—bar only as th 5.rM�lr0 brush a leexposed re—bar to remove •c'S'a•`- 3 of loose scale, concrete and rust. (a n 6. All cleaned re—bar should be cooled with C rust inhibtter as soon as possible after cleaning. The following are acceptable (^ ten election a. Sika Top 110 Armatek, by Sika Chemical Co. !•� b. Zinc Rich Epoxy Primer, B-6270, by delta Labs (n g:�;� �,�t•• c. Corr—bond Euclid Chemical Co. '/1r� t� d. Sonnobom "Sonoprep” Q. e. Approved Equals. 7. The patching material should be a cement— O —1 •''i.•. `,`'#S,;�a'() based product designed specifically as a m patching material. The following are w LL, recommended products that must be mixed, applied, etc., in accordance with the f/) manufacturer's recommendations: LU (Coostal Construction Products, 305-757-2121) �� V a. Thorite,by Thorc Products, b •trr�lr, b. Euco Vertiooat, by Euclid Chemical, a Sonnobom "Gelpatch" m 3 d. Stkg aata 211, by Sika Chemical. ss"' '""�• Paris! a. slkc top 122 plus,by Sika chemical. Apply Patching to all prepared surfaces p either by hand or sprayed finished O� sufficiently to match the adjacent concrete • _ •- surfaces. concrete may be used to repair the F t undorsides of the main beams. All work to be +� or I y , A t: SlebWaA }, „b„si L dr •:s3 ,•,,.)t•" •.,` parfomed by a qualified application contractor .; Depth in in accordance with approved procedures and . iy.,ru'1:,.:...•".. recommendations. V\^R4 . at�arramm� s Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-189103 Permit Number: RF-4-13-733 Scheduled Inspection Date: October 28, 2013 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: MIAMI,ARCHDIOCESE OF Work Classification: Flat Job Address:9401 BISCAYNE Boulevard Miami Shores, FL Phone Number (305)762-1033 Parcel Number 1132060490010 Project: <NONE> Contractor: INFINITY ROOFING AND SHEET METAL INC Phone: (954)917-7107 Building Department Comments REMOVE EXISTING NEW TAPPERED INSULATION AND Infractio Passed Comments MODIFIED ROOF SYSTEM INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 25,2013 For Inspections please call: (305)762-4949 Page 2 of 17 e 4$)j:7"jrr.w At n. al anwAdW t_L 17m METRO DADE COUNTY FLORIDA CERTIFICATE OF NOA#12-0905.13 AUTHORIZATION#29976 SURPASSING EXPECTATIONS October 21,2013 Miami Shores Village,Building Division 10050 N.E.f4.Avenue Miami Shores Village,Florida 33138 C/O: Infinity Roofing&Sheet Metal,Inc. 1150 S.W 1 e.Avenue STE 201 W Pompano Beach,Florida 33069 RE:In Progress Insp.Compliance Letter Permit#RF-4-13-733 Archdiocese of Miami/Pastoral Ctr.Vault Roof 9401 Biscayne Blvd. Miami Shores,Florida 33138 Dear Building Official, Pursuant to your request our office has reviewed the permit documentation along with photographic documentation provided by the client of the roof assembly at the above referenced site.Our observations included photographs showing the installation of the 4' x 4' tapered Polyisocynurate adhered with Olybond adhesive. Photographs showing the installation of tapered crickets to through wall drains using Olybond adhesive. Photographs showing the installation of a'/4°Dens Deck to the tapered Polyisocynurate using Olybond adhesive. Photographs showing the installation of a GAF HeatWeld 25 modified membrane.And photographs showing the installation of a GAF SBS HeatWeld Plus FR granulated membrane to the HeatWeld 25 membrane. We also observed photographic documentation showing the through wall scuppers with outside wall face plates and the modified vertical wall flashing in place. To the best of my knowledge and belief the installed roof system at the above referenced site was installed in compliance with the permitted documents and the South Florida Building Code. Photographic documentation will be retained in our files for further review if necessary. If you are in need of any further information please don't hesitate to call me at(954)978-9330. R�gards , William R.Lipspomb Vice President I.Engineering State of Florida P.E.#43341 2280 N.W. le Street Pompano Beach, Florida Ph. (954)978-9330 Fax(954)978-9339 wrlipscombOwmail.com/IohnCa)tumkeyroofconsulting.com V" 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 10 BUILD G Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 9401 Biscayne Blvd City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel#: 11-3206-049-0010 Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name )Titleholder Fee Simple :EDWARD A MCCARTHY ARCHBISHOP phone#:JP5° 205-37/P-:3 ( P Address:9401 BISCAYNE BLVD MIAMI FL 33138-2970 City: MIAMI State: FL Zip: 33138 Tenant/Lessee Name: Phone#:3,05'"2&�6 a3j . Email: Permits @infinityrfg.com CONTRACTOR:Company Name: Infinity Roofing and Sheet Metal, Inc. Phone#: 954-917-7107 Address: 1150 SW 10th Ave Ste 201 W City: Pompano Beach State: FL Zip: 33069 Qualifier Name: John B Mitala Phone#: 954-849-4778 State Certification or Registration#: QCC057467 Certificate of Competency#: Contact Phone#: 954-917-7107 // Email Address: Jmitala @infnityrfg.com DESIGNER:Architect/Engineer: IV/� Phone#: Value of Work for this Permit:$ 7i se Value Footage of Work: 55 Type of Work: ❑Addition OAlteration UNew )4Repair/Replace ODemolition Description of Work: 1V5,r,9-1L pp � Color thru tile: Submittal Fee a Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ r Bonding Company's Name(if applicable) Alle 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 roe is subject to attachment. Also a certified co o the recorded notice o commencement must be posted at the job site property�3' J copy f f P J for the first inspection which occurs seven (7) days after the building p it is issued. In the absence of such posted notice, the inspection will not be ap oved and a reinspection fee will be charged. ti Signature Signat Iq O er or Agent Contractor The foregoing instrument was ac owLledg be a me th"Ov The for oing i strument was acknowledged before me this day of Yl ,20 L,by ZQ✓ day of �� ,20 U,by John B Mitala 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 ident &L •id take n oath. ® V Janeth McPherson-Arguello i%. 11"N' M A R T I N A A DA MS M S NOTARY PUBLIC: NOTARY PUBLIC NOTARY PUBLI +,ao, Commission q DD 898064 -STATE OF FLORIDA * *'My Commission Expires 10-07.2013 C0MM#= 95931 �lOPf��,`O,� 8undedThrough Si n„,a National Notary Assoc. gn• Sign: rint: iltuo Print: TZ✓�� —�` M mission Expires:5A4C �Mk� My Commission Expires: 11-VI7 1.3 APPROVED BY 7 Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07 110/07)(Revised 06/10/2009)(Revised 3/15/09) 7 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the most Reverend Thomas Wenski,as Archbishop of the Archdiocese of Miami,his successors in office,a corporation sole,has made, constituted and appointed, and by these presents does hereby make, constitute and appoint Sister Elizabeth A. Worley,C.O.O., his true and lawful attorney for him and in his name,place, and stead . Giving and granting unto Sister Elizabeth A.Worley,C.0.0.,his said attorney full power and authority to do and perform all and every act and thing whatsoever requisite an necessary to be done in and about the premises as fully,to all intents and purposes, as he might or could do if personally present, with full power of substitution and revocation,hereby ratifying and confirming all that Sister Elizabeth A.Worley, C.O.O.,his said attorney or his substitute shall lawfully do or cause to be done by virtue hereof. In Witness Whereof, I have hereunto set my hand and seal this 1 06 day of kaj-�Av , A.D.,2011 Signed, sealed and delivered in presence of- Witness: — Witness Signaturedf The Most Reverend Thomas Wenski It '4e4 R -E, -1—Ay Lo as Archbishop of the Archdiocese of Miami his Printed Na successors in office,a corporation sole $tedsName Signature 41c*: / jj�� STATE OF FLORIDA ) SS: COUNTY OF DADE ) I hereby certify that on this day,before me, an officer duly authorized to administer oaths and take acknowledgements,personally appeared The Most Reverend Thomas Wenski, as Archbishop of the Archdiocese of Miami,his successors in office, a corporation sole,known to me to be the person described in and who executed the forgoing instrument,who acknowledged before me that he executed the same, and an oath was not taken.— Said person is personally known to me Said person provided the following type of identification: Witness my hand and official seal in the County and State last aforesaid this day of A.D. 2011. My Commission Expires: ,,, MAYM NEUUNA US& MYCOANWEbONAILAMI t 1 5�oRES ' � ..... Miami Shores Village °n PI Building Department fij�R�A 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A$30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY 0 Y OF LOCAL BUSINESS TAX RECEIPT EC PT I C. OPY OF LIABILITY INSURANCE(CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS 0 KERS COMPENSATION EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE(CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE(EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: INFINITY ROOFING AND SHEET METAL, INC. BUSINESS ADDRESS: 1150 SW 10TH AVE #201 W CITY POMPANO BCH STATE FL ZIP CODE 33069 BUSINESS PHONE: 9( 54 1 917-7107 FAX NUMBER 91 54 1 917-7108 CELL PHONE 9( 54 849-4778 QUALIFIER'S NAME: JOHN B MITALA QUALIFIER'S LIC NUMBER: CCCO57467 E-MAILADDRESS(IFAPPLICABLE): JMITALA @INFINITYRFG.COM Created on 3119109 BY MLOV I RV 3126109 MLOV ti STATE OF FLORIDA DEPARTMENT OF BUSINESS AM PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-3395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 MITALA, JOHN B INFINITY ROOFING AND SHEET METAL INC 11874 ISLAND LAKES LN. BOCA RATON FL 33498 f STALn OF FI-01121Dd6 Congratulations? With this license you become one of the nearly one million DEPARTHMiT OF BUSINESS AND Floridians licensed by the Department of Business and Professional Regulation. PROPESSIONALREGULATION { Our professionals and businesses range from architects to yacht brokers,from boxers to barbeque restaurants,and they keep Florida's economy strong. ( CCC05747 080 :12 12005439 Every day we work to improve the way we do business in order to serve you betters For information about our services,please log onto www.myflortdat cense,osares. CERTIFIED, ROOF=G CONTRACTOR There you can find more information about our divisions and the regulations that ° MI ALA, JOHN B impact you,subscribe to department newsletters and learn more about the INFINITY ROOFING AM SHEET METAL Department's initiatives, Our mission at the Department is:License Efficiently,Regulate Fairly.We � constantly strive to serve you better so that you can serve your customers. _ T3FS � � of e Thank you for doing business in Florida,and congratulations on your new license? � � 3 AUG 31, 2024 t,120$0600243 p DETACH HERE STATE OF FLORIDA DEPARTMENT OF BUSI SS PROFESSI REGULATION CONSTRUCTION 3CND TRY LI BOARD SE C011209,0600243 600243 w - LIC SE NBR 108ZO6/20121120052439 CCCO57467 The ROOFING CONTRACTOR A Named below IS CERTIFIED Under the provisions of Chapter 489 FS,.,, Expiration date: AUG 31, 2014 6 s MIT ALA, JOHN B INFINITY ROOFING AND SHEET METAL INC 1150 SW 10TH AVE STE 201W POMPANO BEACH FL 33069 6 RICK SCOTT KEN LAWSON GOVERNOR SECRETARY DISPLAY AS REQUIRED BY LAWA 7777 N'l r a ` MITALA soCA-RATON, 4 k3 1 0 . t 9 � BRO ARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm.A-100,Ft. Lauderdale,FL 33301-195-- 1-4000 VALID OCTOBER 1,2012 THROUGH SEPTEMBER 3%2013 DBA: RO INFINITY ROOFING AN SHEET METAL RBGeipt : OF G/ S 3 'ROOFING/SHEET METAL CONTRA TOR Business Name- INC Business Type:(ROOFING CONTRACTOR) Owner Name: 7oHN s MITALA I QuAL Business Opened:ID9/o5 f 2 o o 6 Business Location:1150 SW 10 AVE #201W State/County,Ce :GCCo57467 POMPANO BEACH Exem;ptlon Code: Business Phone:954-917-7107 Rooms seats Employees Machines Professionals 18 For Vending Business oniy Number of Machines: Veiat nq rYPe: Tax Amount Transfer Fee NSF Fee Penalty !Prior years Collection Cost Total Paid 54.00 5.40 0.00 0-00 0.00' 0.40 59,96 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY III'' OUR PLACE 0F:BUSINErSS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing;business within Broward County and is non-regulatory in nature. You must meet ail County and/or Municipality planning WHEN VALIDATED and zoning requirements.This Business Tax Receipt must be transferred when the business is sold, business name 'has chard or you have moved the business location.This receipt does ni t mdipate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: INFINITY ROOFING AND SHEET METAL I: Receipt; #3DA-21-00004230 1150 SW 10 AVE ##201W Paid 08114/2012 59.40 POMPANO BEACH, FL 33069 2012 2013 ---- - - ------- ---- -- --- - — - - --- — — — f9 A/1S ta8A.m°pRa w4 ra,r•ra�a:i a ,Aw w■ zs.......w..ma,r-... ,.,..��,. ��...�..�.__:._ 10110/2013 15:21 Page 1/1 DATE CERTIFICATE OF LIABILITY INSURANCE 5/17/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT, If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Co Mr Cheryl Stipp Frank H. Furman, Inc. PHONE (954)943-5050 FAX (959)993-5417 I 1314 East Atlantic Blvd. ADRLESS:cheryl@furmaninsurance.com ce.com '? P. O. BOX 1927 INSURERS AFFORDING COVERAGE NAIC# ` Pompano Beach FL 33061 INSURERA:First HerCUMY Insurance Co 10657 INSURED INsuRERB Continental Casualty Co 20508 I Infinity Roofing And Sheet Metal Inc INSURERC;American Guarantee & Liability 6247 1150 S W 10th Ave, Suite #201W INSURERD:Brid efield Employers Ins Co 10701 INSURER E: Pompano Beach FL 33069-1326 INSURERF: COVERAGES CERTIFICATE NUMBERMay 2013 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, I EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFF POLI EXP ILTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MMIDD MMIDD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY P e e $ 50,000 A CLAIMS MADE QOCCUR JCGL000001144302 /25/2013 /25/2014 MED EXP(Any one person) $ EXCLUDED X XCU & Contractual PERSONAL&ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,000 POLICY FRI PRO LOC $ AUTOMOBILE LIABILITY COM13INED SINGLE L Ea accident 1,000,000 13 X ANY AUTO BODILY INJURY(Perperson) $ ALL OWNED SCHEDULED 083041073 /25/2013 /25/2014 AUTOS AUTOS BODILY INJURY(Per accident) $ X HIREDAUTOS X NON-OWNED PROPERTY DAMAGE AUTOS Peracadent $ X UMBRELLA LIAB X OCCUR UMB IS FOLLOWING FORM OF EACH OCCURRENCE $ 5,000,000 C EXCESS LIAB CLAIMS-MADE GL, AUTO AND EPL LIAR AGGREGATE $ 5,000,000 DED I X I RETENTION$ AUC967203405 /25/2013 /25/2014 $ D WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN X ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 11000,000. OFFICER/MEMBER EXCLUDED? NIA (Mandatory In NH) 830-38636 /1/2013 /1/2014 E.L.DISEASE-EA EMPLOYEE $ 1,000,000. If yes,desaibe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 11000,000. DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,M more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE Dirk DeJong/CS .. " ACORD 25(2010/05) O 1988-2010 ACORD CORPORATION. All rights reserved. INS02519nloor,i 11 Tha ACTr%Rr)nama and Innn ara raniafararl mar)ra of annpn e � �L7 R11 "® _ ' n ROOF ASSEMBLIES AND ROOFTOP STRUCTU S Miami Shores Village AP APPROVED BY DATE __• G Florida Building Code Edition-2 �p °° -its High Velocity Hurricane Zone Uniform Permit App 16a1l@adRffiPT Section A (General "6 -,JECT i 0 CCMP1JPNCE Wl frl ALL FEDERAL C( UN f HUL--S AND REGULATIONS Master Permit No. Process No. Contractor's Name 1 r 10 JeTA- Job Address ROOF CATEGOW [ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive t Tile ❑Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/41 Shingles I ❑Prescriptive BUR-RAS 150 ROOF TYPE C Py ❑ New Roof erroofing ❑ Recovering ❑ Repair ❑ Maintenance 650 ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) Section BToof Plan) Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains. Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. A � FLORIDA BUILDING CODE—BUILDING i r r , r ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High-Velocity Hurricane Zone Uniform Permit Application Form. Section C(Low SIopeAp Iication) Surfacing:c:l�,�A) 4� Fill In specific roof assembly components and Identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (If a component Is not used,Identify as"NA") Field: "oc @ Lap,#Rows @ "oc System Manufacturer>� �' 1a .6 2 Perimeter oc @ Lap,#Rows`@ "oc Product Approval No.:- 2 r. Corner. "oc @ Lap,#Rows_@ "oc Design Wind Pressures,Fr06 RAS 128 o)r Calculations: ejg7 Number of Fasteners Per Insulation Board: Pmax1: 5/,J. Pmax2:e6&2 Pmax3:wf;l Max.Design Pressure from the specific Product Field Perimeter Corner Approval system: Illustrate Components Noted and Details as Deck: Applicable: , Woodblocking,Gutter,Edge Termination,Stripping,Flashing, Type' Continuous Cleat,Cant Strip,Base Flashing,Counter- fi Flashing,Coping,Etc. GaugelThickness:�r _ Indicate:Mean Roof Height,Parapet Height,Height of Base Slope: Flashing,Component Material,Material Thickness,Fastener All)(5- Fastener Spacing or Submit AnchorBase Sheet&No.of Ply(s): N/F(5' AnchorBase S)ItFastenerBonding Material: Insulation Base Layer. Z'1R3� �l�'A::t> Ba Jand-Thickness: es #21 AJ 7;:T Be su ti��stener/Bonding Material: parapet lUJ 1 //�� Height Top Insulation Layer: /�0 ./�� PIPE Top Insulation Size and Thickness: S'� X �' ��' J,Z Tgp]tis�l tIo �stenor/Bonding Material: UL� Mean //^^ Roof Base Sheet(s)&No.of Ply(s):�Y� 04 -*P5 Height Bass lcget a te•�r erBonding Material: Ply Sheet(s)&No.of Ply(s): Ply Sheet Fat�r�r/Bonding Material: Top Ply: 4/11' Top P,hLFaste onding Material: FLORIDA BUILDING CODE—BUILDING N�� 11[�J71 t ASD d1'1 ,�J'Z1 SJz PE(z R :5 1!1 A-F t,4i wab 2.5 f fiIe�Tra D SECCJREc J��t Vc,� RJ6 4:;� PE9 RoA4111 f�•T.S c MMAMD MIAMI-DADE COUN'T'Y,FLORIDA METRO-DARE FLAGLER BUILDING BUIIAING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE(NOA) GAF Material Corporation 1361 Alps Road Wayne,NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the ri gh t to have this product or ma t enal tested for quality assurance purposes.If this product or material fails to rform i the pe n accepted manner,the manufacturer will incur the expense of such testing g and the AHJ may immediate) revoke modify, or suspend the use of such u Y � fy, spe su product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. pP g This product is approved as described herein,and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:GAF RUBEROW Modified Bitumen Roof System for Concrete Decks. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.08-0108.06 and consists of pages I through 36. The submitted documentation was reviewed by Jorge L.Acebo NOA No.: 08-1028.02 Expiration Date: 11/06/13 MIAMMDADECOUNTY ... Approval Date: 02/25/09 Page 1 of 36 APPROVED ASSEMBLIES: Membrane Type: SBS Deck Type 3: Concrete Decks,Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(1): Insulation adhered with approved adhesive and membranes adhered to insulation. All General and System Limitations shall apply. One or more layers of any of the following insulations. Base Layer Insulation Insulation Fasteners Fastener (Table 3) Densityiftz EnergyGuardTM Polvlso,EnergyGuardTM UltraShield Minimum.lS"thick N/A N/A Note: Base layer shall be adhered with OlyBondTM at 1 gal/sq full coverage or OlyBond 500TM in 3/a"to 1"wide ribbons spaced 12"o.c. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density(See Roofing Application Standard RAS 117 for fastening details). Top Layer Insulation Insulation Fasteners Fastener (Table 3) Density/ft3 Dens-DecVPrime Minimum.'/"thick N/A N/A Note: Apply top layer of insulation with OlyBondrm at 1 gal/sq full coverage or OlyBond 500TM in 3/a"to 1"wide ribbons spaced 12"o.c. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as Base Layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate, Anchor Sheet: Two plies of GAFGLASO#75 or a single ply of RUBEROID®20,RUBEROID®Mop (Optional) Smooth RUBEROH)o Heat-WeldTM,RUBEROID®Heat-WeldTM Smooth, GAFGLASce ULTIMA7m 80 two applied in hot asphalt full mop at 25 lbs/sq. Base Sheet: One or more plies of RUBEROIDO SBS,Heat-WeldTm Smooth,RUBEROID®SBS or Heat-WeldTM 25 torch applied. Ply Sheet: One or more plies of RUBEROO SBS,Heat-WeldTM Smooth,RUBEROID*SBS or (optional) Heat-Weld 25 torch applied. Membrane: One or more plies RUBEROID®SBS Heat-WeldTM PLUS,RUBERO&SBS Heat- We1dTM PLUS FR,RUBEROID®SBS Heat-We1dTm 170 FR,RUBEROI EnerM Cap SBS Heat Weld Plus FR,RUBEROID®SBS Heat-WeldTM,RUBEROID® SBS Heat-WeldTM Smooth and RUBEROIDP SRS Heat-WeldTm 25 torch applied. NOA No.: 08-1028.02 rx�oacou Expiration Date: 11/06/13 ... Approval Date: 02/25/09 Page 8 of 36 w Surfacing: Optional,Required if RUBEROe Heat-WeldTM Mop Smooth or RUBEROe Heat-WeldTM 25 is top membrane. 1. Gravel or slag applied at 400 lbs./sq.and 300 lbsJsq.respectively in a flood coat of approved asphalt at 60 lbsJsq.or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gaUsq. 2. GAFGLAe Mineral Surfaced Cap Sheet,GAFGLASa'EnergyCapTM Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating,at 1.5 galJsq. 4. Leak BusterTM Matrkm 715,Leak BusterTM MatrixTM 322,TOPCOAT®MB PLUS,TOPCOAT Fireshield Elastomeric Roofing Membrane,applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCotO roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT'Surface Seal,TOPCOAT Fireshieldq'SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galJsq. 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's Maximum Design specifications and applicable Building Codes. Pressure: -300 psf(See General Limitation#9) NOA No.: 08-1028.02 �naM a Expiration Date: 11/06/13 Approval Date: 02/25/09 Page 9 of 36 I CONCRETE DECK SYSTEM LlmlTATTONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117,calculations shall be signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant. GENERAL LmTATIoxs: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbsJsq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F)value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field- tested,are below 275 lbf.insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137. Calculations prepared, signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant(When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners).(When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 08-1028.02 Expiration Date: 11/06/13 Approval Date: 02/25/09 Page 36 of 36 r Owner's NWfication Form ill SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code,Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally,the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. ® 1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone)are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics(appearance)are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement between the owner and the contractor. 2.Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be re nailed in accordance with the current provisions of Chapter 16(High Velocity Hurricane Zones)of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3.Common roofs: Common roofs are those which have no visible delineation between neighboring units(i.e. townhouses,condominiums, etc.). In buildings with common roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4.Exposed ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance;therefore,roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5.Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond(accumulate)in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer.Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers(wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may black this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of. Chapter 15 and 16 herein and the Florida BuMding Code,Pimribing. 7.Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly(the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic space esigned by lorida-licensed engineer or registered architect to eliminate the attic venting,venting shall not be required. Owner's/Agent's Signature: Date: i Contractor's Signature: Permit Number. Property Address: x Florida Department of 1M1 Environmental Protection Miami-Dade DERIVE Air Quality Management Division Division of Air Resource Management 701 N.W.1st Court 2nd Floor NOTICE OF DEMOLITION OR ASBESTOS RENOV I Miami,Florida 33136 TYPE OF NOTICE(CHECK ONE ONLY): ❑ ORIGINAL ❑ REVISED ❑ ANCELLATI �; „. r5' TYPE OF PROJECT(CHECK ONE ONI.Y): DEMOLITION RENOVATION ROOFING IF DEMOLITION,IS IT AN ORDERED DEMOLITION? El YES "NO /►pR 0 8 ?01 IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? ❑YES NO File# Air Quality IS IT PLANN D RENOVATION OPERATION? ❑Y ❑ NO Pr ess 1. Facility Name 1 - 'cam l3$ ivision Address City State P Zip ' County Site Consultant Inspecting Site Building Sized (Square Feet) #of Floors Building Age inYears�T Prior Use: ❑School/CollegetUniversity []Residence ❑Small Business Other , Present Use: Sch Coll e/Universi Residence ❑Small Business Othe °' A A 11. Facilityr �, Phoneag� ) f `® Address ? �' V City o- State Zip , � � 111. Contractor's Name 4 Phone 9 _ 7726. Addr c Ci State ip Is the contractor exempt from,licensure under section 469.002(4),F.S.? ❑YES ❑ NO IV.- Scheduled Dates: (Notice must be postm rked 10 workin da before the project start date) Asbestos Removal(mm/dd/yy)Start: ^' t- finish:1 ti Demo/Renovation(mm/dd/yy)Start Finish: V. Description of planned demolition or no ation work to bet rm and methods to be em I ed,incl n demolit' n or renovation techniques to P P _ _ pe � P Y � ��,.�� q be used nd descriptio of aff ed#acili c mpo ents. 9 453 Procedures to be Used(Check All That Apply): ❑ Strip and Removal I❑I Glove Bag I Bulldozer I ❑I Wrecking Ball Wet Method Dry Method Explode I❑I Bum Down OTHER V1. Procedures for Unexpected RACM: VII. Asbestos Waste Transporter.Name - Phone f ) Address City State. Zip VHI.Waste Disposal Site: Name I Address City State Zip ^_fl V� ADE D.0.rR.M. IX. RACM or ACM:Procedure,including analytical methods,employed to detect the presence o' ��U Catteeg 4M-49W MOON This Is to o®rMy that the Fequired Amount of RACM or ACM o ioa on s Regarding asbestos have been su rtliilted in Compliance with square feet surfacing material square feet cementitious map is linear feet pipe square feet resilient floori n ppli able re lations. facility components � 7 —square feet as ri flng atE 1 Identify and describe ibe surflac ng material and other materials as applicable: I certify that the above information is correct and that an individual trained'in the provisions of this regulation(40 CFR Part 61,Subpart M)will be on- site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. FEONL of Owner/Operator) a f er/Operator) (Date) (Contact phone#) Y PoStmaDafe_ ecely # B# a 16101-158 4/10 DISTRIBUTION: White-DERM Yellow—Applicant Pink-Reserve Gold—Reserve III Dr.jRM PLAN REVIEW FINAL APPRO VA ®+EPARTMENT of ENV TA RESOURC A J CORE REVIEWED(PF�� -DATE SIGNATURE - 6 l / An Mitala From: Gallo, Natalia[ngallo@gaf.coml Sent: Friday, October 04,2013 10:19 AM To: jmitala@infinityrfg.com Subject: UL loci John: . e - This is the trick,once you install the Dens Deck,you have a new no combustible deck, so the insulation under it does not count in the assembly. The HW 25 is exchangeable for Rub 20 (see no 11 be 64 at the end of this paragraph. 20 SINGLE PLY MEMBRANE ROOFING SYSTEMS (MODI N) Unless otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid®Membrane. "GAF Premium Aluminum Roof Coating"may be used on any of the following Classifications with inclines not exceeding 1/2-in. "GAF Weater Coat Emulsion"may be used on any of the following noncombustible Classifications with inclines not exceeding %2-in. "Ruberoid®Modified Bitumen Adhesive" or Monsey Corp. "MBA Gold" or Karnak"No. 81"adhesives may be used in any of the following noncombustible deck Classifications. Tropical Asphalt "No. 711 AF" adhesive may be used in any of the following Classifications. "GAFGLAS®#80 Premium Base Sheet"may be used in any of the following systems. (Optional)Noncombustible deck classifications are applicable for use over combustible(15/32 in.minimum plywood) decks when 1/2-in. (minimum)gypsum board or I/4-in. (minimum) Georgia-Pacific Gypsum LLC r "DensDeck®Roofboard," "DensDeck Prime®Roofboard" or"DensDeck DuraGuardTM Roofboard" are used directly over the deck with all joints staggered 6-in. (minimum)from plywood joints. A vapor barrier may be optionally installed under all systems utilizing any "EnergyrGuard®"type insulation. "GAFGLASS Perlite"may be used as an option over any "EnergyGuardTM" type insulation. "GAFGLAS® Stratavent Perforated Base Sheet"may be utilized as an additional ply in any of the following systems. The following membranes may be used interchangeably within their own group: A. "Ruberoid®Torch Granule" or "Ruberoid®Torch Granule Plus" or "Ruberoid®Torch Granule 1" or "Ruberoid®Torch 180" or"ROOFMatchTM APP Modified Granular" or"Tri-Ply®TP-4G". I �BB* "Ruberoid®Mop Smooth" or"Ruberoidg SBS Heat Weld Smooth" or"Ruberoidt 601 Cap Plus" or "tuberoid®30." C. "Ruberoidt Mop Granule" or "Flex PRF" or"Ruberoidt Mop Plus Granule" or"Ruberoidt SBS Heat Weld Granule" or"Ruberoidg SBS Heat Weld Plus" or "ROOFMatchTM SBS Modified Granular" or "Tri-Plyt SBS Modified Bitumen Membrane". D. "Ruberoidg Mop 170 FR" or "Ruberoid®Dual FR" E. "Ruberoidg 30 FR" or "Ruberoid® 30 FR HT" or"Ruberoid®EnergyCapTM SBS 30 FR" F. "Ruberoidg 20" or"Ruberoidg 20 HT" or "Ruberoid® SBS Heat Weld 25." G. "Ruberoid® SBS Heat Weld 170 FR", "Ruberoid®EnergyCapTM SBS Heat Weld Plus FR" or"Ruberoidt SBS Heat Weld Plus FR" H. "Ruberoidg Torch Smooth" or"Tri-Ply®TP-4" I. "Ruberoid®Mop Smooth" or"Ruberoidt 20" or"Ruberoidg 20 HT" or"Ruberoid(t Dual Smooth" J. "Ruberoidt Mop Smooth" or"Ruberoid®Mop Smooth 1.5" Unless otherwise indicated,the Modified Bitumen(Granule)membrane may be surfaced with"Fireshield MB" at 2%2 to 3.0-gal/I004 ,and the incline of the resultant system would be increased to a%-in. incline. But if the incline of the Classified system is greater than a%-in. incline,the incline of the roofing system would be maintained when surfaced with"Fireshield MB" at 2'/2 to 3.0-gal/100-ft2. Unless otherwise indicated "Ruberoidt EnergyCapTM SBS 30 FR" is an acceptable alternate for"Ruberoid(t 30 FR" or "Ruberoid®30 FR HT" or"Ruberoidt Mop 170 FR" or"Ruberoidt Dual FR" in any applicable Classification. 64. Deck: C-15/32 Incline: 1/2 Base Sheet:—Two plies Type G2 or"GAFGLAS®#75 Base Sheet", or "Ruberoid®20" or "RuberoidID 20 HT" or"Ruberoidt Dual Smooth" fully adhered with hot roofing asphalt. Ply Sheet(Optional):—One or more plies Type G1 or Type G2 or "Ruberoidt SBS Heat Weld Smooth." Membrane:—"Ruberoidg SBS Heat Weld 170 FR" or "Ruberoid® SBS Heat Weld Plus FR" heat fused Natalia Gallo AIA-CST Territory Manager Southeast Region x (C) 305-496-5085 ngallo0gaf.com www.gaf.com _W Qn.yAjj!jft This email, including any attachments,is for the sole use of the intended recipient(s), and may contain information that is confidential or legally protected. If you are not the intended recipient, any disclosure, copying,distribution,or use of the contents of this information or any attachments is prohibited and may be unlawful. If you have received this electronic transmission in error,please reply immediately to the sender by 2