Plan Review Details - Permit 14020547
Plan Review Stops For Permit 14020547
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2014-07-01 Cont ID  
Sent By shill Date 2014-07-01 Time 15:25 Rev Time 0.00
Received By shill Date 2014-07-01 Time 15:25 Sent To  
Notes
2014-07-01 15:26:06****PROVISOS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER, [email protected],
 561-805-6724
 1. PER APPLICANT, SCOPE OF THIS FOUNDATION PERMIT IS
 LIMITED TO VIBROCOMPACTION, BELOW GRADE FOUNDATIONS,
 AND WATER, SEWER AND STORM PIPING.
 2. PER APPLICANT, PLAT PLAN HAS BEEN SUBMITTED.
 3. FBC 110.7 IMPACT OF CONSTRUCTION. PER MANNY
 GONZALEZ, A POLLUTION PREVENTION PLAN HAS BEEN FILED
 WITH THE ENGINEERING DEPARTMENT.
 4. INFORMATIONAL SHEETS NOT RELATED TO FOUNDATION HAVE
 NOT BEEN REVIEWED.
 5. REVISE SHEET S5.1, TYPICAL CONCRETE COLUMN, TO
 REMOVE TEXT RELATED TO PILE CAPS.
 6. PRIOR TO RESUBMITTAL OF THE BUILDING PLANS, PERMIT
 14030096, PLEASE CONTACT CAROLINE PUELL, 561.805.6659,
 [email protected] TO DISCUSS NAMING CONVENTION FOR THE
 FILES. FOUNDATION PLAN SHEETS WERE NOT NAMED IN A
 MANNER WHICH IS EXPEDITIOUS FOR PLAN REVIEW. MS. PUELL
 IS ABLE TO GIVE GUIDANCE IN THIS AREA.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2014-06-11 Cont ID  
Sent By shill Date 2014-06-11 Time 15:46 Rev Time 0.00
Received By shill Date 2014-06-11 Time 13:43 Sent To  
Notes
2014-06-11 15:47:03****PROVISOS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER, [email protected],
 561-805-6724
 1. PER APPLICANT, SCOPE OF THIS FOUNDATION PERMIT IS
 LIMITED TO VIBROCOMPACTION, BELOW GRADE FOUNDATIONS,
 AND WATER, SEWER AND STORM PIPING.
 2. PER APPLICANT, PLAT PLAN HAS BEEN SUBMITTED.
 3. FBC 110.7 IMPACT OF CONSTRUCTION. PER MANNY
 GONZALEZ, A POLLUTION PREVENTION PLAN HAS BEEN FILED
 WITH THE ENGINEERING DEPARTMENT.
 4. INFORMATIONAL SHEETS NOT RELATED TO FOUNDATION HAVE
 NOT BEEN REVIEWED.
 5. REVISE SHEET S5.1, TYPICAL CONCRETE COLUMN, TO
 REMOVE TEXT RELATED TO PILE CAPS.
 6. PRIOR TO RESUBMITTAL OF THE BUILDING PLANS, PERMIT
 14030096, PLEASE CONTACT CAROLINE PUELL, 561.805.6659,
 [email protected] TO DISCUSS NAMING CONVENTION FOR THE
 FILES. FOUNDATION PLAN SHEETS WERE NOT NAMED IN A
 MANNER WHICH IS EXPEDITIOUS FOR PLAN REVIEW. MS. PUELL
 IS ABLE TO GIVE GUIDANCE IN THIS AREA.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2014-05-01 Cont ID  
Sent By shill Date 2014-05-01 Time 11:12 Rev Time 0.00
Received By shill Date 2014-04-29 Time 14:56 Sent To  
Notes
2014-05-01 11:12:54****CORRECTIONS****
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 PROJECT: LOFTIN PLACE
 CONTRACTOR CONTACT: [email protected]
 ARCHITECT: MSA ARCHITECTS, INC., JOSE I. SAUMELL
 ENGINEER: BBM STRUCTURAL ENGINEERS, JOEL R.
 MIDDLEBROOKS PE
 CONTACT: NEYITA LEIVA, LICENSE & PERMIT SERVICES:
 NEYITALPS01.NET 561-856-6655
  
 1. PROVISO - PER APPLICANT, SCOPE OF THIS FOUNDATION
 PERMIT IS LIMITED TO VIBROCOMPACTION, BELOW GRADE
 FOUNDATIONS, AND WATER, SEWER AND STORM PIPING.
  
 2. PROVISO - PER APPLICANT, PLAT PLAN HAS BEEN
 SUBMITTED.
  
 3-8. OK
  
 9. SEE THRESHOLD PLAN REVIEW - THIS IS REQUIRED PRIOR
 TO PERMIT ISSUANCE PER FLORIDA STATUTE 553.
  
 SHEETS S0.5 AND 0.6 (THRESHOLD INSPECTION PLAN) FROM
 THE BUILDING PERMIT ARE IN REVIEW. PLEASE INCLUDE IN
 THIS PERMIT.
  
 10. PROVISO - FBC 110.7 IMPACT OF CONSTRUCTION. PER
 MANNY GONZALEZ, A POLLUTION PREVENTION PLAN HAS BEEN
 FILED WITH THE ENGINEERING DEPARTMENT.
  
 11. COMMENT FROM REVIEW #1: FBC 110.3.7.4.4 ALL PLANS
 FOR THE BUILDING WHICH ARE REQUIRED TO BE SIGNED AND
 SEALED BY THE ARCHITECT OR ENGINEER OF RECORD CONTAIN A
 STATEMENT THAT, TO THE BEST OF THE ARCHITECT'S OR
 ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS
 COMPLY WITH THE APPLICABLE FIRE SAFETY STANDARDS AS
 DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH
 THIS SECTION AND 633 FLORIDA STATUTE.
  
 2ND REVIEW, RESPONSE LETTER STATES THAT THIS IS DULY
 NOTED BUT I WAS UNABLE TO LOCATE THE STATEMENT ON THE
 PLANS (REQUIRED TO BE STATED BY THE ARCHITECT AND BY
 THE ENGINEER).
  
 PLEASE ALSO SEE FLORIDA STATUTE 553.79(7) (D):
 ALL PLANS FOR THE BUILDING WHICH ARE REQUIRED TO BE
 SIGNED AND SEALED BY THE ARCHITECT OR ENGINEER OF
 RECORD CONTAIN A STATEMENT THAT, TO THE BEST OF THE
 ARCHITECT?S OR ENGINEER?S KNOWLEDGE, THE PLANS AND
 SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM
 BUILDING CODES AND THE APPLICABLE FIRESAFETY STANDARDS
 AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH
 THIS CHAPTER AND CHAPTER 633.
  
 PLEASE ADVISE AS TO WHICH SHEET THIS STATEMENT CAN BE
 LOCATED, OR ADD TO AT LEAST ONE ARCHITECTURAL AND ONE
 STRUCTURAL SHEET. THIS IS REQUIRED FOR ALL THRESHOLD
 BUILDINGS.
  
 12-13. OK
  
 14. PROVISO - INFORMATIONAL SHEETS NOT RELATED TO
 FOUNDATION HAVE NOT BEEN REVIEWED.
  
 15-16. OK
  
 17. COMMENT FROM REVIEW #1: REVISE PLAN TO INCLUDE WIND
 DESIGN CRITERIA FBC1603.1.4.
  
 RESPONSE IS THAT THIS IS INCLUDED ON THE BUILDING PLAN.
 THE MASTER HAS NOT YET BEEN ISSUED AND IS STILL IN
 REVIEW; THEREFORE IS NOT A PART OF THE PUBLIC
 RECORD/PERMIT DOCUMENT. FOR THIS FOUNDATION PERMIT
 BEING REQUESTED, PLEASE REVISE PLAN TO INCLUDE WIND
 DESIGN CRITERIA AS REQUIRED BY FBC 1603.1.4. IF THE
 STRUCTURAL ENGINEER FEELS THAT WIND DESIGN CRITERIA IS
 NOT RELEVANT TO THE FOUNDATION DESIGN, PLEASE HAVE HIM
 CALL ME TO DISCUSS.
  
 18. COMMENT FROM REVIEW #1: PROVIDE MORE INFORMATION
 FOR THE PILES : TYPE, SIZE, ETC., FBC 107.
 2ND REVIEW, PILES ARE NOT TO BE INSTALLED PER RESPONSE
 LETTER AND PER GEOTECHNICAL REPORT. SEE S5.1, TYPICAL
 CONCRETE COLUMN. THIS DETAIL SHOWS A PILE CAP, PLEASE
 CLARIFY OR REMOVE FROM DETAIL.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-03-11 Cont ID  
Sent By shill Date 2014-03-11 Time 15:13 Rev Time 0.00
Received By shill Date 2014-03-08 Time 13:37 Sent To  
Notes
2014-03-11 15:13:12****CORRECTIONS****
 ****REVISED 3/14/14****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 PROJECT: LOFTIN PLACE
 CONTRACTOR CONTACT: [email protected]
 ARCHITECT: MSA ARCHITECTS, INC., JOSE I. SAUMELL
 ENGINEER: BBM STRUCTURAL ENGINEERS, JOEL R.
 MIDDLEBROOKS PE
 CONTACT: NEYITA LEIVA, LICENSE & PERMIT SERVICES:
 NEYITALPS01.NET 561-856-6655
  
  
 1. DEFINE SCOPE OF WORK TO BE INCLUDED ON THIS PERMIT,
 FBC 107. APPLICATION IS FOR FOUNDATION FOR RESIDENTIAL
 AND PARKING STRUCTURES; FOR EXAMPLE, AUGER PILES, ISO
 FOOTINGS, FIRST FLOOR SLAB, WALLS?
  
 2. C02, SCOPE OF WORK SHOWN ON MULTIPLE LOTS AS WELL AS
 A STREET/ALLEY TO BE ABANDONED. HAS THIS PROPERTY BEEN
 REPLATTED, OR HAS A UNITY OF TITLE BEEN FILED? PLEASE
 ADVISE AS TO STATUS.
  
 3. SEPARATE DEMO PERMITS REQUIRED, PLEASE ADVISE AS TO
 STATUS OF DEMO PERMITS.
  
 4. SHEET SD1, TABLES 601 AND 602 APPEAR TO BE THE
 TABLES AND FOOTNOTES FROM FBC 2007 RATHER THAN
 GOVERNING CODE FOR THIS PROJECT, FBC 2010. PLEASE
 REVISE TO CURRENT CODE.
  
 5. SHEET SD1, FIRE SEPARATIONS, APPEARS TO HAVE A TYPO.
 A 1 HOUR REDUCTION FOR OCCUPANCY SEPARATION IS
 INDICATED. ALTHOUGH THIS REDUCTION WAS NOT TAKEN
 (PROVIDED RATING IS 1), PLEASE REMOVE TO AVOID
 CONFUSION OR PROVIDE CODE SECTION WHERE THIS IS
 PERMITTED.
  
 6. SHEET SD1, FIRE SEPARATIONS, TENANT SEPARATION
 OPENING PROTECTION REQUIRED IS 45 MINUTES, FBC TABLE
 715.4, PLEASE REVISE.
  
 7. SHEET SD1, OPENING PROTECTIVES, 3 HOUR REQUIRED FOR
 A 3 HOUR FIRE WALL OR FIRE BARRIER, 90 MINUTE REQUIRED
 FOR 3 HOUR EXTERIOR WALL, FBC TABLE 715.4. PLEASE
 REVISE LANGUAGE IN TABLE TO BE CONSISTENT WITH FBC
 TABLE 715.4.
  
 8. PROVIDE MORE INFORMATION ABOUT PHASE II. WILL PHASE
 II BE DESIGNED TO BE ONE BUILDING WITH PHASE I, OR WILL
 IT BE A SEPARATE BUILDING WITH FIRE RATED SEPARATIONS?
 WHAT IS THE PROPOSED HEIGHT AND AREA OF PHASE II,
 HIGHEST HABITABLE FLOOR AND ROOF HEIGHT? FBC 107, FBC
 CHAPTER 5.
  
 9. FS553.79, FBC 110.3.7, SPECIAL INSPECTOR REQUIRED
 FOR THIS THRESHOLD BUILDING. A COPY OF THE SPECIAL
 INSPECTOR AGREEMENT AND PROGRAM INFORMATION HAS BEEN
 EMAILED TO [email protected].
  
 10. FBC 110.7 IMPACT OF CONSTRUCTION. ALL CONSTRUCTION
 ACTIVITY REGULATED BY THIS CODE SHALL BE PERFORMED IN A
 MANNER SO AS NOT TO ADVERSELY IMPACT THE CONDITION OF
 ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS PERMITTED TO
 AFFECT SAID PROPERTY PURSUANT TO A CONSENT GRANTED BY
 THE APPLICABLE PROPERTY OWNER, UNDER TERMS OR
 CONDITIONS AGREEABLE TO THE APPLICABLE PROPERTY OWNER.
 THIS INCLUDES, BUT IS NOT
 LIMITED TO, THE CONTROL OF DUST, NOISE, WATER OR
 DRAINAGE RUN-OFFS, DEBRIS, AND THE STORAGE OF
 CONSTRUCTION MATERIALS. NEW CONSTRUCTION ACTIVITY SHALL
 NOT ADVERSELY IMPACT LEGAL HISTORIC SURFACE WATER
 DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, AND MAY
 REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE POSITIVE DRAINAGE
 PATTERNS OF THE AFFECTED SITES. ACCORDINGLY,
 DEVELOPERS, CONTRACTORS AND OWNERS OF ALL NEW
 RESIDENTIAL DEVELOPMENT, INCLUDING
 ADDITIONS, POOLS, PATIOS, DRIVEWAYS, DECKS OR SIMILAR
 ITEMS, ON EXISTING PROPERTIES RESULTING IN A
 SIGNIFICANT DECREASE OF PERMEABLE LAND AREA ON ANY
 PARCEL OR HAS ALTERED THE DRAINAGE FLOW ON THE
 DEVELOPED PROPERTY SHALL, AS A PERMIT CONDITION,
 PROVIDE A PROFESSIONALLY PREPARED DRAINAGE PLAN CLEARLY
 INDICATING COMPLIANCE WITH THIS PARAGRAPH. UPON
 COMPLETION OF THE IMPROVEMENT, A CERTIFICATION FROM A
 LICENSED PROFESSIONAL SHALL BE SUBMITTED TO THE
 INSPECTOR IN ORDER TO RECEIVE
 APPROVAL OF THE FINAL INSPECTION.
  
 11. FBC 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH
 ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT
 OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE
 BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE
 PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
 FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 12. SEE FBC CHAPTER 33, SAFEGUARDS DURING CONSTRUCTION;
 PLEASE NOTE ON PLAN.
  
 13. PROVIDE THE SOILS INVESTIGATION REPORT PREPARED BY
 ARDAMAN & ASSOCIATES DATED OCTOBER 22, 2013 (REFERENCE
 ON SHEET S5.2), FBC 1803.
  
 14. ADVISORY ONLY; INFORMATIONAL SHEETS NOT RELATED TO
 FOUNDATION HAVE NOT BEEN REVIEWED (FLOOR PLAN,
 ELEVATIONS).
  
 15. INFORMATIONAL ONLY: IMPACT FEE ASSESSMENT BY PALM
 BEACH COUNTY REQUIRED PRIOR TO BUILDING PERMIT
 ISSUANCE. SEE IMPACT FEE REVIEW (NOT REQUIRED AT THIS
 TIME FOR FOUNDATION PERMIT).
  
 16. INDEX REFERS TO S0.1, UNABLE TO LOCATE, FBC 107.
  
 17. REVISE PLAN TO INCLUDE WIND DESIGN CRITERIA
 FBC1603.1.4.
  
 18. PROVIDE MORE INFORMATION FOR THE PILES - TYPE,
 SIZE, ETC., FBC 107.
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2014-04-25 Cont ID  
Sent By albarran Date 2014-04-25 Time 10:22 Rev Time 0.00
Received By albarran Date 2014-04-25 Time 09:40 Sent To  
Notes
2014-04-25 10:23:22APPROVED AS NOTED
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2014-03-17 Cont ID  
Sent By albarran Date 2014-03-17 Time 18:36 Rev Time 0.00
Received By albarran Date 2014-03-17 Time 18:05 Sent To  
Notes
2014-03-17 18:39:58THE SCOPE OF THIS PERMIT AS PRESENTED IS LIMITED TO A
 FOUNDATION, YET ADDITIONAL ELECTRICAL DATA IS SUBMITED.
 SPECIFY THE SCOPE OF THE WORK AND SUBMITT ACCORDINGLY.
 INDICATE PROPOSED CONDUCTOR INSULATION FOR PROPER
 CALCULATIONS OF CONDUIT FILL. AS IT IS, THEY ARE NOT
 CORRECT.
 PAGE E1.1.1 IS STAMPED AS PASSED BECAUSE THAT IS ALL
 THAT IS FOR THE FOUNDATION. UNTIL ALL RESPECTIVE SHEETS
 ARE STAMPED AND A PASS ENTERED INTO THE SYSTEM A
 COMPLETE APPROVAL IS NOT OBTAINED.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2014-02-21 Cont ID  
Sent By Mgonzale Date 2014-02-21 Time   Rev Time 1.00
Received By mgonzale Date 2014-02-21 Time   Sent To I
Notes
2014-02-21 16:34:54PROVISO:
  
 FORMAL PLAN SUBMITTAL HAS BEEN REGISTERED FOR SITE
 DEVELOPMENT REVIEW WITH THE
 CITY OF WPB ENGINEERING DEPARTMENT
 PLEASE REFER TO:
 HTTP://WPB.ORG/WP-CONTENT/UPLOADS/SITES/7/2012/05/2012-
 09-11-15-59-45-DEVELOPMENTPERMITPACKAGE2011.PDF
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES AND PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2014-07-02 Cont ID  
Sent By wjolin Date 2014-07-02 Time 14:15 Rev Time 0.00
Received By wjolin Date 2014-07-02 Time 14:14 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2014-04-22 Cont ID  
Sent By wjolin Date 2014-04-22 Time 16:52 Rev Time 0.00
Received By wjolin Date 2014-04-22 Time 16:52 Sent To  
Notes
2014-04-22 16:52:41FOUNDATION WORK ONLY
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2014-02-25 Cont ID  
Sent By wjolin Date 2014-02-25 Time 15:51 Rev Time 0.00
Received By wjolin Date 2014-02-25 Time 14:29 Sent To  
Notes
2014-02-25 14:40:59705 NORTH OLIVE AVENUE
 PERMIT #14020547
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 *****FOUNDATION PERMIT ONLY - CONTRACTOR PROCEEDING AT
 RISK*****
  
 PER NFPA 20, THE LOCATION OF THE FIRE PUMP SHALL BE
 PRE-APPROVED BY THE FIRE DEPARTMENT.
  
 PER NFPA 241, FIRE HYDRANTS SHALL BE INSTALLED, TESTED
 AND INSPECTED PRIOR TO ANY VERTICAL CONSTRUCTION.
  
 PER NFPA 1 SECTION 18.4 INDICATE THE BUILDING/SITE FIRE
 FLOW REQUIREMENTS.
  
 PER NFPA 241- STANDARD FOR SAFEGUARDING CONSTRUCTION,
 ALTERATION, AND DEMOLITION OPERATIONS, SECTION 4.2
 TEMPORARY CONSTRUCTION TRAILERS SHALL BE SEPARATED FROM
 ADJACENT TRAILERS OR STRUCTURES IN ACCORDANCE WITH
 TABLE 4.2.1. PER TABLE 4.2.1:
 1) 20 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 30 FEET
 2) 30 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 35 FEET
 3) 40 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 40 FEET
 4) 50 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 45 FEET
 5) 60 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 50 FEET
 6) GREATER THAN 60 FEET EXPOSED LENGTH SHALL BE
 SEPARATED FROM ADJACENT STRUCTURES BY AT LEAST 60 FEET
 **A 75 PERCENT REDUCTION IN SEPARATION DISTANCES SHALL
 BE PERMITTED TO BE APPLIED, PROVIDED AUTOMATIC
 SPRINKLER PROTECTION IS USED IN THE EXPOSING STRUCTURE.
  
 PER NFPA 1 SECTION 18.3.4.1, FIRE HYDRANTS SHALL BE
 PROVIDED WITH CLEARANCES OF 7'-6" TO THE FRONT AND
 SIDES AND 4' TO THE BACKSIDE.
  
 PER NFPA 24 SECTION 6.2.1, ALL CONNECTIONS TO PRIVATE
 FIRE SERVICE MAINS FOR FIRE PROTECTION SYSTEMS SHALL BE
 ARRANGED IN ACCORDANCE WITH ONE OF THE FOLLOWING SO
 THAT THEY CAN BE ISOLATED:
 (1)A POST INDICATOR VALVE INSTALLED NOT LESS THAN 40
 FEET FROM THE BUILDING.
 (A) FOR BUILDINGS LESS THAN 40 FEET IN HEIGHT, A POST
 INDICATOR VALVE SHALL BE PERMITTED TO BE INSTALLED
 CLOSER THAN 40 FEET BUT AT LEAST AS FAR FROM THE
 BUILDING AS THE HEIGHT OF THE WALL FACING THE POST
 INDICATOR VALVE.
 (2) A WALL POST INDICATOR VALVE
 (3) AN INDICATING VALVE IN A PIT, INSTALLED IN
 ACCORDANCE WITH SECTION 6.4
 (4) A BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING
 VALVE NOT LESS THAN 40 FEET FROM THE BUILDING.
 (A) FOR BUILDINGS LESS THAN 40 FEET IN HEIGHT, A
 BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING VALVE
 SHALL BE PERMITTED TO BE INSTALLED CLOSER THAN 40 FEET
 BUT AT LEAST AS FAR FROM THE BUILDING AS THE HEIGHT OF
 THE WALL FACING THE BACKFLOW PREVENTER.
 (5) CONTROL VALVES INSTALLED IN A FIRE-RATED ROOM
 ACCESSIBLE FROM THE EXTERIOR
 (6) CONTROL VALVES IN A FIRE-RATED STAIR ENCLOSURE
 ACCESSIBLE FROM THE EXTERIOR AS PERMITTED BY THE
 AUTHORITY HAVING JURISDICTION
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2014-07-03 Cont ID  
Sent By skennedy Date 2014-07-03 Time 11:26 Rev Time 0.00
Received By skennedy Date 2014-06-20 Time 14:44 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2014-06-11 Cont ID  
Sent By cpuell Date 2014-06-11 Time 16:16 Rev Time 0.00
Received By cpuell Date 2014-05-19 Time 13:06 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-05-01 Cont ID  
Sent By jwitmer Date 2014-05-01 Time 18:10 Rev Time 0.00
Received By jwitmer Date 2014-04-17 Time 16:06 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-03-18 Cont ID  
Sent By skennedy Date 2014-03-18 Time 16:56 Rev Time 0.00
Received By skennedy Date 2014-02-18 Time 16:57 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status N Date 2014-03-13 Cont ID  
Sent By rbrown Date 2014-03-13 Time 17:54 Rev Time 0.00
Received By rbrown Date 2014-03-13 Time 17:53 Sent To  
Notes
2014-03-13 17:58:14PER THE EMAIL SENT ON 3/13/14 BY WILLIE SWOOPE, PALM
 BEACH COUNTY IMPACT FEE OFFICE, THE FOUNDATION PERMIT
 MAY BE ISSUED PRIOR TO THE PAYMENT OF IMPACT FEES
 PROVIDED THE IMPACT FEES ARE PAID PRIOR TO THE ISSUANCE
 OF THE BUILDING PERMIT FOR VERTICAL CONSTRUCTION.
  
 ROBERT BROWN
 TELEPHONE: (561) 805 6652
 E-MAIL: [email protected]
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2014-03-08 Cont ID  
Sent By shill Date 2014-03-08 Time 16:04 Rev Time 0.00
Received By shill Date 2014-03-08 Time 16:04 Sent To  
Notes
2014-03-08 16:05:48****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 IMPACT FEE ASSESSMENT BY PALM BEACH COUNTY REQUIRED
 PRIOR TO PERMIT ISSUANCE. 561-233-5045 FOR MORE
 INFORMATION.
  
 THE PLANS ARE TO BE STAMPED AND THE RECEIPT SHOWING
 THAT FEES DUE, IF ANY, WERE PAID IS TO BE PROVIDED.
  
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2014-05-26 Cont ID  
Sent By jwitmer Date 2014-05-26 Time 17:25 Rev Time 0.00
Received By jwitmer Date 2014-05-26 Time 17:00 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2014-05-01 Cont ID  
Sent By jwitmer Date 2014-05-01 Time 18:09 Rev Time 0.00
Received By jwitmer Date 2014-05-01 Time 17:00 Sent To  
Notes
2014-05-01 18:09:40PLUMBING PLAN REVIEW
 LOFTIN PLACE -FOUNDATION PERMIT
 PERMIT: 14020547
 ADD: 705 N OLIVE AVE
 CONT: KAST CONSTRUCTION
 TEL: (561)689-2910
 CONTACT: NEYITA (561)856-6655
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2ND REVIEW
 DATE: THURSDAY MAY 01/2014
 ACTION: DENIED
  
 1) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 107.3.5
 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. THE
 EXAMINATION OF THE DOCUMENTS BY THE BUILDING OFFICIAL
 SHALL INCLUDE THE FOLLOWING MINIMUM CRITERIA AND
 DOCUMENTS:
 107.3.5.1 COMMERCIAL BUILDINGS: 107.3.5.1.3 PLUMBING
 SANITARY DRAINAGE
 VENTS
 ROOF DRAINAGE
 SAND INTERCEPTOR OR TRAPS
 ENVIRONMENTAL REQUIREMENTS
 PLUMBING RISER
  
 2A) 2ND REQUEST, SHEET P-2.1.1.A INDICATES A 8 INCH
 PIPE FOR GARAGE DRAINAGE TO SAND FILTER SEE CIVIL DWGS,
 IF THE PLANS SHOW A SAND FILTER TO GET RID OF OILY
 WATER PLEASE PROVIDE DETAILS FOR SUCH FILTER. AS IN
 YOUR RESPONCE PARKING GARGES DO NOT REQUIRE THE SAND
 FILTER BUT YOU AS THE DESIGNER REQUIRE IT, SHOWN ON
 TTHE PLANS THEN WE WILL NEED THE BACK UP LITERATURE FOR
 THE SIZING OF THE SAND FILTER.
  
 PLEASE COMPLY WITH 2010 FBC-P 1003.1 WHERE REQUIRED.
 INTERCEPTORS AND SEPARATORS SHALL BE PROVIDED TO
 PREVENT THE DISCHARGE OF OIL, GREASE, SAND AND OTHER
 SUBSTANCES HARMFUL OR HAZARDOUS TO THE BUILDING
 DRAINAGE SYSTEM, THE PUBLIC SEWER, THE PRIVATE SEWAGE
 DISPOSAL SYSTEM OR THE SEWAGE TREATMENT PLANT OR
 PROCESSES.
  
 2B) 2ND REQUEST. 1003.11 (IPC 1003.5) SAND INTERCEPTORS
 IN COMMERCIAL ESTABLISHMENTS. SAND AND SIMILAR
 INTERCEPTORS FOR HEAVY SOLIDS SHALL BE DESIGNED AND
 LOCATED SO AS TO BE PROVIDED WITH READY ACCESS FOR
 CLEANING,AND SHALL HAVE A WATER SEAL OF NOT LESS THAN 6
 INCHES (152 MM).
  
 2C) COMPLIED.
  
 2D) 2ND REQUEST, THIS MAY BE A FOUNDATION PERMIT BUT
 THE ROOF DRAINAGE IS SIZED FROM THE ROOF AREA AND 1/2
 OF THE HEIGHT OF THE PARAET WALLS, THE PLANS ALSO FAIL
 TO PROVIDE THE CRITERIA FOR SIZING OF THE ROOF
 DRAINAGE, 2010 FBC-P 1106.1 WITH OUT THIS INFORMATION
 WE CAN NOT BE SURE THE CONDUCTORS ARE SIZED PROPERLY.
 100 YEAR 1 HOUR RAIN FALL 4,5 INCHES.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 2010 107.3.5.1.3
 PLUMBING ROOF DRAINAGE ISOMETRIC FOR THE BUILDING.
 PLEASE NOTE THE SHEET INDICATED IN THE DRAWING FILE AS
 471-P-2.19 IS ACTUALLY SHEET P-218. THE ROOF DECK
 DRAINAGE SHEET.
  
  
 3) COMPLIED.
  
 4) COMPLIED.
  
 5) 2ND REQUEST. THE RESPONSE INDICATES SHEET P6.1 NOTE
 FOR TRAP RESEAL, NOT A TRAP PRIMER. PLEASE REVIEW 2010
 FBC-P
 THE PLANS INDICATE THE USE OF FLOOR DRAINS IN THE
 GARAGE, FIRE PUMP ROOM, DOMESTIC PUMP ROOM AND TREASH
 ROOMS WITH OUT THE USE OF TRAP PRIMER VALVES.
 2010 FBC-P 1002.3 PROHIBITED TRAPS.
 THE FOLLOWING TYPES OF TRAPS ARE PROHIBITED: 1. TRAPS
 THAT DEPEND ON MOVING PARTS TO MAINTAIN THE SEAL.
  
 1002.4 TRAP SEALS.
 EACH FIXTURE TRAP SHALL HAVE A LIQUID SEAL OF NOT LESS
 THAN 2 INCHES (51 MM) AND NOT MORE THAN 4 INCHES (102
 MM), OR DEEPER FOR SPECIAL DESIGNS RELATING TO
 ACCESSIBLE FIXTURES. WHERE A TRAP SEAL IS SUBJECT TO
 LOSS BY EVAPORATION, A TRAP SEAL PRIMER VALVE SHALL BE
 INSTALLED. TRAP SEAL PRIMER VALVES SHALL CONNECT TO THE
 TRAP AT A POINT ABOVE THE LEVEL OF THE TRAP SEAL. A
 TRAP SEAL PRIMER VALVE SHALL CONFORM TO ASSE 1018 OR
 ASSE 1044.
  
 6) PLEASE NOTE SHOWER ARE BASED ONTHE TOTAL FLOW RATE
 THROUGH SHOWER HEADS AND BODY SPRAYS A 2 INCH TRAP WILL
 ALLOW FOR 5.7 GPM TO 12.3 GPM PER FBC-P TABLE 709.1. NO
 ACTION IS REQUIRED, JUST INFORMATIONAL.
  
 7) PROJECT DOCS < A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF
 THE REVISION MADE, IDENTIFYING THE SHEET OR
 SPECIFICATION PAGE WHERE THE CHANGES CAN BE FOUND WILL
 HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR
 ANTICIPATED COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2014-03-10 Cont ID  
Sent By jwitmer Date 2014-03-10 Time 17:35 Rev Time 0.00
Received By jwitmer Date 2014-03-10 Time 14:15 Sent To  
Notes
2014-03-10 16:22:29PLUMBING PLAN REVIEW
 LOFTIN PLACE -FOUNDATION PERMIT
 PERMIT: 14020547
 ADD: 705 N OLIVE AVE
 CONT: KAST CONSTRUCTION
 TEL: (561)689-2910
 CONTACT: NEYITA (561)856-6655
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 1ST REVIEW
 DATE: MONDAY MARCH 10/2014
 ACTION: DENIED
  
 1) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 107.3.5
 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. THE
 EXAMINATION OF THE DOCUMENTS BY THE BUILDING OFFICIAL
 SHALL INCLUDE THE FOLLOWING MINIMUM CRITERIA AND
 DOCUMENTS:
 107.3.5.1 COMMERCIAL BUILDINGS: 107.3.5.1.3 PLUMBING
 SANITARY DRAINAGE
 VENTS
 ROOF DRAINAGE
 SAND INTERCEPTOR OR TRAPS
 ENVIRONMENTAL REQUIREMENTS
 PLUMBING RISER
  
 2A) SHEET P-2.1.1.A INDICATES A 8 INCH PIPE FOR GARAGE
 DRAINAGE TO SAND FILTER SEE CIVIL DWGS, COMPLY WITH
 2010 FBC-P 1003.1 WHERE REQUIRED. INTERCEPTORS AND
 SEPARATORS SHALL BE PROVIDED TO PREVENT THE DISCHARGE
 OF OIL, GREASE, SAND AND OTHER SUBSTANCES HARMFUL OR
 HAZARDOUS TO THE BUILDING DRAINAGE SYSTEM, THE PUBLIC
 SEWER, THE PRIVATE SEWAGE DISPOSAL SYSTEM OR THE SEWAGE
 TREATMENT PLANT OR PROCESSES.
  
 2B) 1003.11 (IPC 1003.5) SAND INTERCEPTORS IN
 COMMERCIAL ESTABLISHMENTS. SAND AND SIMILAR
 INTERCEPTORS FOR HEAVY SOLIDS SHALL BE DESIGNED AND
 LOCATED SO AS TO BE PROVIDED WITH READY ACCESS FOR
 CLEANING,AND SHALL HAVE A WATER SEAL OF NOT LESS THAN 6
 INCHES (152 MM).
  
 2C) THE PLANS INDICATE PART OF THE GARAGE FLOOR DRAINS
 (GD) EMPTYING INTO A 8" PIPE TO THE SAND FILTER AND
 ALSO A 10 INCH THAT EMPTIES INTO A 15 INCH RWL TO
 STORM?
  
 2D) THIS MAY BE A FOUNDATION PERMIT BUT THE ROOF
 DRAINAGE IS SIZED FROM THE ROOF AREA AND 1/2 OF THE
 HEIGHT OF THE PARAET WALLS, THE PLANS ALSO FAIL TO
 PROVIDE THE CRITERIA FOR SIZING OF THE ROOF DRAINAGE,
 2010 FBC-P 1106.1 WITH OUT THIS INFORMATION WE CAN NOT
 BE SURE THE CONDUCTORS ARE SIZED PROPERLY. 100 YEAR 1
 HOUR RAIN FALL 4,5 INCHES.
  
 3) THE SANITARY PLUMBING ISOMETRIC SHEET P-2.1.1.A FOR
 THE WASHING MACHINES ON THE PLUMBING RISERS IDENTIFIED
 AS 7, 42 & 50 APPEAR TO HAVE FLIPPED THELABELING OF THE
 2" AND 3 " PIPES BACKWARDS THAT WOULD BE REDUCING THE
 SIZE OF THE VENT FROM 3 INCH TO 2 INCH.
  
 4) THE STRUCTURAL SHEET S-2.0 DETAIL # 6 INDICATES THE
 USE OF A ELEVATOR PIT AND SUMP, PLEASE PROVIDE
 COMPLIANCE WITH 2010 FBC-P 1003.4 OIL SEPARATORS
 REQUIRED.
 AT REPAIR GARAGES, CAR-WASHING FACILITIES, AT FACTORIES
 WHERE OILY AND FLAMMABLE LIQUID WASTES ARE PRODUCED AND
 IN HYDRAULIC ELEVATOR PITS, SEPARATORS SHALL BE
 INSTALLED INTO WHICH ALL OIL-BEARING, GREASE-BEARING OR
 FLAMMABLE WASTES SHALL BE DISCHARGED BEFORE EMPTYING
 INTO THE BUILDING DRAINAGE SYSTEM OR OTHER POINT OF
 DISPOSAL.
  
 EXCEPTION: AN OIL SEPARATOR IS NOT REQUIRED IN
 HYDRAULIC ELEVATOR PITS WHERE AN APPROVED ALARM SYSTEM
 IS INSTALLED.
  
 5) THE PLANS INDICATE THE USE OF FLOOR DRAINS IN THE
 GARAGE, FIRE PUMP ROOM, DOMESTIC PUMP ROOM AND TREASH
 ROOMS WITH OUT THE USE OF TRAP PRIMER VALVES. 2010
 FBC-P
 1002.4 TRAP SEALS.
 EACH FIXTURE TRAP SHALL HAVE A LIQUID SEAL OF NOT LESS
 THAN 2 INCHES (51 MM) AND NOT MORE THAN 4 INCHES (102
 MM), OR DEEPER FOR SPECIAL DESIGNS RELATING TO
 ACCESSIBLE FIXTURES. WHERE A TRAP SEAL IS SUBJECT TO
 LOSS BY EVAPORATION, A TRAP SEAL PRIMER VALVE SHALL BE
 INSTALLED. TRAP SEAL PRIMER VALVES SHALL CONNECT TO THE
 TRAP AT A POINT ABOVE THE LEVEL OF THE TRAP SEAL. A
 TRAP SEAL PRIMER VALVE SHALL CONFORM TO ASSE 1018 OR
 ASSE 1044.
  
 6) PLEASE NOTE SHOWER ARE BASED ONTHE TOTAL FLOW RATE
 THROUGH SHOWER HEADS AND BODY SPRAYS A 2 INCH TRAP WILL
 ALLOW FOR 5.7 GPM TO 12.3 GPM PER FBC-P TABLE 709.1. NO
 ACTION IS REQUIRED, JUST INFORMATIONAL.
  
 7) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE & REPLACE ANY PAGES AS NECESSARY. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2014-07-11 Cont ID  
Sent By skennedy Date 2014-07-11 Time 13:25 Rev Time 0.00
Received By skennedy Date 2014-07-11 Time 13:06 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2014-07-11 Cont ID  
Sent By skennedy Date 2014-07-11 Time 07:27 Rev Time 0.00
Received By skennedy Date 2014-07-10 Time 17:00 Sent To  
Notes
2014-07-11 07:29:441ST REVIEW:
  
 SUBMITTED ACCEPTABLE "SIGNATURE REPORTS" ARE AS
 FOLLOWS:
  
 JOSE I SAUMELL, LICENSE AR 0013085, 29 ARCHITECTURAL
 FILES.
 JOEL MIDDLEBROOKS, LICENSE PE 35422, 25
 STRUCTURAL/THRESHOLD FILES.
  
 "SIGNATURE DOCUMENTS" HAVE BEEN SUBMITTED FOR FOUR
 OTHER DESIGN PROFESSIONALS, BUT THE "SIGNATURE
 REPORTS", WERE NOT INCLUDED. THESE REPORTS MAY BE
 E-MAILED TO ME AND SHOULD INCLUDE A " "DELIVERY
 MANIFEST DOCUMENT" AS WELL.
  
 THE DOCUMENTS ARE MISSING FOR THE FOLLOWING DESIGN
 PROFESSIONALS:
  
 RANDY WERTEPNY, PE 72504, 14 FILES. THIS ONE HAS A
 DELIVERY MANIFEST DOCUMENT.
 BUI WEI, PE 52146, 2 FILES. THIS ONE HAS A DELIVERY
 MANIFEST DOCUMENT.
 GREGORY M. JOHNSON, PE 63828, THIS ONE HAS A DELIVERY
 MANIFEST DOCUMENT.
 EDUARDO RAMOS, PE 58741, 17 FILES.
  
 STEVEN KENNEDY, CBO
 CHIEF PLANS EXAMINER
 (561) 805-6710
 [email protected]
  
  
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 6 Status P Date 2014-07-11 Cont ID  
Sent By skennedy Date 2014-07-11 Time 15:05 Rev Time 0.00
Received By skennedy Date 2014-07-11 Time 15:05 Sent To  
Notes
2014-07-11 15:07:20KEN CONRAD INDICATED ADDITIONAL COPIES OF THRESHOLD
 AGREEMENT CAN BE PROVIDED AFTER ISSUANCE.
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 5 Status F Date 2014-07-10 Cont ID  
Sent By kconrad Date 2014-07-10 Time 11:04 Rev Time 0.00
Received By kconrad Date 2014-07-10 Time 11:04 Sent To I
Notes
2014-07-10 11:07:40NEED (3) ORIGINALS OF AGREEMENT. THRESHOLD PLAN SHALL
 BE PROVIDED BY ARDAMAN.
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 4 Status F Date 2014-07-01 Cont ID  
Sent By shill Date 2014-07-01 Time 15:26 Rev Time 0.00
Received By shill Date 2014-07-01 Time 15:26 Sent To  
Notes
2014-07-01 15:27:21****CORRECTIONS****
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. FS553.79, FBC 110.3.7, SPECIAL INSPECTOR REQUIRED
 FOR THIS THRESHOLD BUILDING. A COPY OF THE SPECIAL
 INSPECTOR AGREEMENT AND PROGRAM INFORMATION HAS BEEN
 EMAILED TO [email protected].
  
 PLEASE SUBMIT INFORMATION TO KEN CONRAD
 ([email protected], 561-805-6666). PLEASE ADVISE WHEN
 THIS PROCESS HAS BEEN COMPLETED.
  
 FS 553.71 (12) "THRESHOLD BUILDING" MEANS ANY BUILDING
 WHICH IS GREATER THAN THREE STORIES OR 50 FEET IN
 HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY
 CLASSIFICATION AS DEFINED IN THE FLORIDA BUILDING CODE
 WHICH EXCEEDS 5,000 SQUARE FEET IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
  
 SEE THRESHOLD INSPECTION PLAN ON THE MASTER PERMIT
 SHEETS S0.5, S0.6. THRESHOLD INSPECTOR REQUIRED FOR ALL
 STRUCTURAL ELEMENTS (INCLUDING FOUNDATION).
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 3 Status F Date 2014-06-11 Cont ID  
Sent By shill Date 2014-06-11 Time 13:44 Rev Time 0.00
Received By shill Date 2014-06-11 Time 13:44 Sent To  
Notes
2014-06-11 13:45:37****CORRECTIONS****
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. FS553.79, FBC 110.3.7, SPECIAL INSPECTOR REQUIRED
 FOR THIS THRESHOLD BUILDING. A COPY OF THE SPECIAL
 INSPECTOR AGREEMENT AND PROGRAM INFORMATION HAS BEEN
 EMAILED TO [email protected].
  
 PLEASE SUBMIT INFORMATION TO KEN CONRAD
 ([email protected], 561-805-6666). PLEASE ADVISE WHEN
 THIS PROCESS HAS BEEN COMPLETED.
  
 FS 553.71 (12) "THRESHOLD BUILDING" MEANS ANY BUILDING
 WHICH IS GREATER THAN THREE STORIES OR 50 FEET IN
 HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY
 CLASSIFICATION AS DEFINED IN THE FLORIDA BUILDING CODE
 WHICH EXCEEDS 5,000 SQUARE FEET IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
  
 SEE THRESHOLD INSPECTION PLAN ON THE MASTER PERMIT
 SHEETS S0.5, S0.6. THRESHOLD INSPECTOR REQUIRED FOR ALL
 STRUCTURAL ELEMENTS (INCLUDING FOUNDATION).
  
 AS APPLICANT HAS SUBMITTED THRESHOLD INSPECTION PLAN AS
 A PART OF THE BUILDING PLAN WHICH HAS NOT YET BEEN
 ISSUED, PLEASE INCLUDE SHEETS S0.5 AND S0.6 WITH THIS
 PERMIT.
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 2 Status F Date 2014-04-29 Cont ID  
Sent By shill Date 2014-05-01 Time 14:57 Rev Time 0.00
Received By shill Date 2014-04-29 Time 14:57 Sent To  
Notes
2014-04-29 14:59:10****CORRECTIONS****
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. FS553.79, FBC 110.3.7, SPECIAL INSPECTOR REQUIRED
 FOR THIS THRESHOLD BUILDING. A COPY OF THE SPECIAL
 INSPECTOR AGREEMENT AND PROGRAM INFORMATION HAS BEEN
 EMAILED TO [email protected].
  
 PLEASE SUBMIT INFORMATION TO KEN CONRAD
 ([email protected], 561-805-6666). PLEASE ADVISE WHEN
 THIS PROCESS HAS BEEN COMPLETED.
  
 FS 553.71 (12) "THRESHOLD BUILDING" MEANS ANY BUILDING
 WHICH IS GREATER THAN THREE STORIES OR 50 FEET IN
 HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY
 CLASSIFICATION AS DEFINED IN THE FLORIDA BUILDING CODE
 WHICH EXCEEDS 5,000 SQUARE FEET IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
  
 SEE THRESHOLD INSPECTION PLAN ON THE MASTER PERMIT
 SHEETS S0.5, S0.6. THRESHOLD INSPECTOR REQUIRED FOR ALL
 STRUCTURAL ELEMENTS (INCLUDING FOUNDATION).
  
 AS APPLICANT HAS SUBMITTED THRESHOLD INSPECTION PLAN AS
 A PART OF THE BUILDING PLAN WHICH HAS NOT YET BEEN
 ISSUED, PLEASE INCLUDE SHEETS S0.5 AND S0.6 WITH THIS
 PERMIT.
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status F Date 2014-03-11 Cont ID  
Sent By shill Date 2014-03-11 Time 09:14 Rev Time 0.00
Received By shill Date 2014-03-11 Time 09:14 Sent To  
Notes
2014-03-11 09:14:52SEE BUILDING COMMENTS
  
Review Stop Z ZONING
Rev No 4 Status P Date 2014-06-27 Cont ID  
Sent By aaponte Date 2014-06-27 Time 13:26 Rev Time 0.00
Received By aaponte Date 2014-06-27 Time 13:26 Sent To  
Notes
2014-06-25 11:37:356/25/14
Review Stop Z ZONING
Rev No 3 Status F Date 2014-06-11 Cont ID  
Sent By aaponte Date 2014-06-11 Time 08:48 Rev Time 0.00
Received By aaponte Date 2014-06-11 Time 08:48 Sent To  
Notes
2014-06-11 09:07:551. SHEET SP-1.1V2 AND A-2.1.1V2 STILL SHOW THE PARKING
 GARGE COLUMNS ENCROACHING INTO THE SETBACK (SETBACK
 LINE IS MEASURED FROM THE CURB FURTHEST FROM THE CENTER
 LINE OF THE ROAD).
 2. SHEET SP-1.1V2- PARKING SPACES LISTED ON TABLE DO
 NOT CORRESPOND TO NUMBER LISTED ON GARAGE LABEL.
 3. PLEASE DRAW THE SETBACK LINE ON ALL FLOOR PLANS. IT
 SHALL BE DRAWN STRAIGHT AS A PARALELL LINE TO THE CURB
 FURTHEST FROM THE CENTER LINE OF THE ROAD.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
2014-05-21 14:40:485/21/14
Review Stop Z ZONING
Rev No 2 Status F Date 2014-05-01 Cont ID  
Sent By aaponte Date 2014-05-01 Time 11:29 Rev Time 0.00
Received By aaponte Date 2014-05-01 Time 11:29 Sent To  
Notes
2014-05-01 11:32:46FOUNDATION RELATED COMMENTS ONLY:
 1. BUILDIGN COLUMNS AT PARKING ENTRANCE ARE ENCROACHING
 INTO THE MINIMUM REQUIRED SETBACK (REPEAT COMMENT).
 2. SWITCH CABINET AND TRANSFORMET ON 6TH STREET SHALL
 BE RELOCATED OUTSIDE THE ROW.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
  
2014-04-21 15:00:584/21/14
Review Stop Z ZONING
Rev No 1 Status F Date 2014-03-18 Cont ID  
Sent By aaponte Date 2014-03-18 Time 13:04 Rev Time 0.00
Received By aaponte Date 2014-03-18 Time 13:04 Sent To  
Notes
2014-03-18 13:15:321- PLEASE CLEARLY INDICATE COMPLIANCE WITH THE REQUIRED
 SETBACK, AS MEASURED FROM THE BACK OF CURB CLOSER TO
 THE BUIDLING FACADE.
 2- DRAWINGS INDICATE A POLE TO REMIAN ON THE NW CORNER
 OF 6TH STREET AND OLIVE. IS THERE ANY REASON WHY THIS
 POLE CANNOT BE REMOVED?
 3- BACK FLOW PREVENTORS LOCATED OUTSIDE THE LOADING
 AREA SHALL BE RELOCATED. PROPOSED LOCATION WILL
 PRECLUDE ANY LANDSCAPE TO BE PLANTED AT THAT LOCATION,
 EXPOSIGN THE PARKING GARAGE FACADE.
 4- PHASE II INDICATES THE BUS STOP ON DIXIE HWAY TO BE
 RELOCATED. WHERE IS IT GOING?
 5- PLEASE INCLUDE DETAILS ON THE EXISTING STREETSCAPE
 ON OLIVE AVENUE AND HOW IT IS GOING TO BE MODIFIED WITH
 THE PROJECT. THE GENERAL STREETSCAPE DESIGN ON OLIVE
 SHALL REMAIN CONSISTENT WITH THE REST OF THE STREET.
 FURTHER DISCUSSION IS NECESSARY.
 6- PARKING SPACES ON OLIVE AVE ARE DIFFERENT THAN SITE
 PLAN, PLEASE DISCUSS CHANGES. (MISSING CURB LINE ON
 SHEET SP-1)
 7- NEW CURB ON NORTH SIDE OF 6TH STREET SHALL MATCH THE
 BUB OUT ON OLIVE. CURRENTLY SHOWN WITH A SMALL ANGLE TO
 MATCH.
 8- PLEASE INCLUDE DETAILS ON PROPOSED TRAFFIC CALMING
 ON 6TH STREET. IT NEEDS APPROVAL FROM THE ENGINEERING
 DEPARTMENT (TRANSPORTATION ENG - BRIAN COLLINS).
 9- SHEET SP-1 SHOWS DIFFERENT CURB LOCATION ON 6TH
 STREET THAN CIVIL DRAWINGS. PLEASE CORRECT FOR
 CONSISTENCY.
 10- BUILDING COLUMN AT PARKING ENTRANCE ON 6TH STREET
 IS ENCROACHING INTO THE REQUIRED SETBACK.
 11- MAIN ENTRNACE ON DIXIE HWAY WAS REMOVED. SITE PLAN
 APPROVAL SHOW A MAIN ENTRANCE FROM DIXIE HWAY, AS
 INDICATED BY THE MAIN BUIDLING FEATURES (ENTRY PORCH).
 12- A NEW COLUMN IS NOW SHOWN IN THE WALK UP UNITS.
 SETBACK SHALL BE MEASURED TO THAT COLUMN IF IT IS
 CLOSER TO THE CURB.
 13- PARKING DETAIL SHALL COMPLY WITH CITY STANDARD
 STRIPING DETAIL.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
2014-02-24 14:07:462/24/14


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