Plan Review Details - Permit 15060538
Plan Review Stops For Permit 15060538
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2015-09-26 Cont ID  
Sent By jwitmer Date 2015-09-26 Time 10:59 Rev Time 0.00
Received By jwitmer Date 2015-09-26 Time 10:15 Sent To  
Notes
2015-09-26 10:47:06BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15060538 DIGESTER T1
 ADD: 4395 EASLEY ST.
 CONT: TBD/ TO BE DETERMINED
 CONTACT: KURT PFEFFER, P. E.
 TEL: (561)997-8070
 E-MAIL: [email protected]
  
 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: SAT. SEPT. 26/ 2015
 ACTION: BUILDING PROVISO
  
 COMMENT 6B) THE SHEET 0270-S-ADF-04 SHOWS NO
 INFORMATION FOR THE FIXED STEEL ROOF COVER. THERE IS NO
 DESIGN CRITERIA, NO INFORMATION FOR FRAMING MEMBERS,
 SIZE OF FRAMING MEMBERS, SPACING, ATTACHMENT OF ROOF
 SHEATHING/ DECK TO FRAMING MEMBERS. 107.2.1 INFORMATION
 ON CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL
 BE OF SUFFICIENT CLARITY TO INDICATE THE LOCATION,
 NATURE AND EXTENT OF THE WORK PROPOSED AND SHOW IN
 DETAIL THAT IT WILL CONFORM TO THE PROVISIONS OF THIS
 CODE AND RELEVANT LAWS, ORDINANCES, RULES AND
 REGULATIONS, AS DETERMINED BY THE BUILDING OFFICIAL.
  
 CONTRACTOR POOLE & KENT WILL SUBMIT SHOP DRAWING &
 CALCULATIONS, REVIEWED BY THE STRUCTURAL ENGINEER OF
 RECORD, APPROVED, TO THE BUILDING DEPARTMENT FOR
 REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-07-02 Cont ID  
Sent By jwitmer Date 2015-07-02 Time 10:48 Rev Time  
Received By jwitmer Date 2015-07-01 Time   Sent To  
Notes
2015-07-02 10:49:06BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15060538 DIGESTER T1
 W. P. B. PERMIT 15060539 DIGESTOR T2
 ADD: 4395 EASLEY ST.
 CONT: TBD/ TO BE DETERMINED
 CONTACT: KURT PFEFFER, P. E.
 TEL: (561)997-8070
 E-MAIL: [email protected]
  
 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: THURS. JULY 2/ 2015
 ACTION: DENIED
  
 NOTE: SPECIFICATION BOOKS WILL NOT BE REVIEWED AS PART
 OF ANY PLAN REVIEW IF SUBMITED THEY GET STAMPED VOID.
  
 1) PLEASE EITHER REMOVE THE INDEX SHEETS 0002-6-GEN.02
 THROUGH 0005-6-GEN.05 OR VOID THEM OUT THEY ARE OF NO
 USE TO THIS PROJECT THE WAY IT WAS SUBMITTED. THE PLANS
 DO NOT FOLLOW THE INDEX BEING BROUGHT IN BY BUILDING
 TYPES. 107.2.1.4 QUALITY OF BUILDING PLANS.
  
 2) SHEET 0241-S GEN-01 GENERAL STRUCTURAL NOTES, NOTE
 G-3 PLEASE NOTE CORRECT PALM BEACH COUNTY AMENDMENTS,
 THE CITY OF WEST PALM BEACH IS UNDER HOME RULE AND THE
 CITY HAS ITS OWN CHAPTER 1 AMENDMENTS. 2010 WEST PALM
 BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER
 1, ADMINISTRATION.
  
 3A) THIS PERMIT WILL REQUIRE A RESIDENT INSPECTOR.
 PLEASE REVIEW 2010 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, SECTION 2010 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER INSPECTIONS
 SERVICES. THE BUILDING OFFICIAL MAY MAKE, OR CAUSE TO
 BE MADE BY OTHERS, THE INSPECTIONS REQUIRED BY SECTION
 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS OF
 RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES:
  
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000
 POUNDS PER SQUARE INCH
 4. FOR PILE DRIVING
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT
 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION
  
 3B) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL
 PARTIES NOTARIZED AND RETURNED TO THE BUILDING
 DEPARTMENT.
 FORMS E-MAILED TO: [email protected] THURS.
 JULY 02/2015 07:25 AM.
  
 3C) FOR THE RESIDENT INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
 CONTACT KEN CONRAD
 TEL: 561-805-6666
 E-MAIL: [email protected] OR [email protected]
  
 3D) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE
 SUBMITTED TO KEN CONRAD BY E-MAIL. KEN CONRAD:
 [email protected] OR [email protected]
  
 3E) INFORMATIONAL!!!! NOTE FOR PAPER PLANS 3 SETS OF
 DOCUMENTS ARE REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT
 ISSUANCE, THE PERMIT LIBRARIAN WILL E-MAIL YOU, THE
 APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR
 PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN
 COLOR, (1) FOR THE RESIDENT INSPECTOR, THE OTHER FOR
 THE MEP INSPECTORS.
  
 3F) INFORMATIONAL!!!!! PLEASE CALL THE CITY OF WEST
 PALM BEACHES AUTOMATED TELEPHONE INSPECTIONS LINE (561)
 805-6700) FOR IN-PROGRESS INSPECTIONS FOR AUDITING OF
 JOBSITE INSPECTIONS. NOTE IF INSPECTIONS ARE NOT CALLED
 IN, THE PERMIT EXPIRES 6 MONTHS AFTER THE PERMIT
 ISSUANCE DATE. A RENEWAL PERMIT WOULD BE REQUIRED AT
 THAT POINT.
  
 4) SHEET 0241-S GEN-01 GENERAL STRUCTURAL NOTES, HAS A
 HEADING FOR FOUNDATION WORK BUT THERE IS NO CRITERIA
 LISTED FOR THE SOILS INVESTIGATION REPORT, DATE AND
 COMPANY COMPLETING THE SOILS INVESTIGATION. 2010 FBC-B
 1803.5.2. FOUNDATION NOTE F-2 PROVIDES THE ALLOWABLE
 SOILS BEARING PRESSURES BUT THERE IS NO DOCUMENTATION
 OF A SOILS ANALYSIS AND EVALUATION EVER TAKING PLACE.
  
 5) PLEASE NOTE THAT A COPY OF DUNKELBERGER TESTING
 REPORT HD145002 APRIL 10, 2014 WAS SUBMITTED BY E-MAIL
 FOR REVIEW. THIS REPORT WILL NEED TO EITHER HAVE A HARD
 COPY SIGNED AND SEALED OR THE ELECTRONIC PEDDS
 SIGNATURE FOR ELECTRONIC VERSIONS OF THIS DOCUMENT.
  
 5A) DUNKELBERGER TESTING REPORT HD145002 APRIL 10,
 2014, PAGE 12 UNDER THE HEADING 9.2 VIBRO-COMPACTION
 VIBRO-COMPACTION FOR THE PROJECT SHOULD BE CARRIED OUT
 BY AN EXPERIENCED CONTRACTOR EMPLOYING A GROUND
 IMPROVEMENT PLAN THAT HE/SHE PREPARES. THE PLAN SHOULD
 UTILIZE CENTER-TO-CENTER SPACINGS FOR THE
 VIBRO-COMPACTION POINTS THAT ARE NORMALLY USED IN
 GRANULAR SOILS TO ACHIEVE 80 PERCENT RELATIVE DENSITY.
 BEFORE ADOPTION, THE GROUND IMPROVEMENT PLAN SHOULD BE
 REVIEWED BY THE GEOTECHNICAL ENGINEER AND STRUCTURAL
 ENGINEER FOR CONFORMANCE WITH THE INTENT OF THE
 FOUNDATION DESIGN.
 PLEASE PROVIDE FOR REVIEW BY THE BUILDING DEPARTMENT
 FOR COMPLIANCE.
  
 5B) DUNKELBERGER TESTING REPORT HD145002 APRIL 10,
 2014, PAGE 12 UNDER THE HEADING 9.2 VIBRO-COMPACTION
 RECOMMENDS THE EXCAVATED FILL FOR ALL OF THE DIGESTER
 TANKS NOT BE RE-USED, WILL THIS FILL BE USED ELSE WHERE
 ON SITE FOR FILL, AND IF SO STORED WHERE, A CONCERN AS
 TO THE CLOSENESS OF FILL STORED TO THE EXCAVATION OF
 THE DIGESTERS AND OR OTHER STRUCTURES. 2010 FBC-B
 3304.1.2 SURCHARGE & 1808.7 FOUNDATIONS ON OR ADJACENT
 TO SLOPES.
  
 5C) DUNKELBERGER TESTING REPORT HD145002 APRIL 10,
 2014, PAGE 12 UNDER THE HEADING 9.2 VIBRO-COMPACTION
 RECOMMENDS
 ADD FILL USED IN THE COMPACTION POINTS SHOULD CONSIST
 OF CLEAN SANDS HAVING A SUITABILITY NUMBER (SN) OF 20
 OR LOWER. WE DO NOT BELIEVE THAT THE ON-SITE SANDS WILL
 MEET THIS REQUIREMENT. THEREFORE THE ADD FILL WILL NEED
 TO BE IMPORTED. PLEASE INCORPORATE INTO THE VIBRO-
 FLOTATION PLAN.
  
 6A) THE SHEET 0270-S-ADF-04 INDICATES THE GROUND
 ELEVATION AROUND ELEVATION 19.5 NGVD AND THE BOTTOM OF
 THE EXCAVATED BASIN AT ELEVATION 10.00 NGVD.
 DUNKELBERGER TESTING REPORT HD145002 APRIL 10, 2014,
 PAGE 10 UNDER THE HEADING OF DEWATERING STATES THAT THE
 CHOSEN SYSTEM SHOULD BE CAPABLE OF PRESERVING THE
 STRENGTH OF THE FOUNDATION BEARING MATERIALS, ASSURING
 STABILITY OF EXCAVATION SIDEWALLS, NOT REMOVING FINES
 FROM THE SUBSOILS AND MAINTAINING THE PRE-DRAINED
 SURFACE AT LEAST 30 INCHES BELOW THE EXCAVATION
 BOTTOMS. RELEASE OF GROUNDWATER TO ITS STATIC LEVEL
 SHOULD BE PERFORMED IN A MANNER THAT ASSURES STABILITY
 OF THE FOUNDATION SOILS, PREVENTS DISTURBANCE TO
 COMPACTED SOILS AND PREVENTS MOVEMENT OR FLOTATION OF
 STRUCTURES AND PIPING.
  
 WILL ALL OF THE DIGESTORS BE EXCAVATED AND FOUNDATION
 WORK AT THE SAME TIME, REQUIRING DEWATERING OF ALL 6
 BASINS AT THE SAME TIME. PLEASE PROVIDE DOCUMENTATION
 OF HOW THIS WILL BE ACHIEVED AND WHERE THE OUT
 FLOWDISCHARGE OF WATER WILL BE DRAINED. 2010 WEST PALM
 BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER
 1, 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.
  
 6B) THE SHEET 0270-S-ADF-04 SHOWS NO INFORMATION FOR
 THE FIXED STEEL ROOF COVER. THERE IS NO DESIGN
 CRITERIA, NO INFORMATION FOR FRAMING MEMBERS, SIZE OF
 FRAMING MEMBERS, SPACING, ATTACHMENT OF ROOF SHEATHING/
 DECK TO FRAMING MEMBERS. 107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE
 OF SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE
 AND EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT
 IT WILL CONFORM TO THE PROVISIONS OF THIS CODE AND
 RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS
 DETERMINED BY THE BUILDING OFFICIAL.
  
 6C) DETAIL # 3 SHOWS ROOF TOP STRUCTURES PLEASE PROVIDE
 COMPLIANCE WITH 2010 FBC-B 1609.8 ROOF TOP STRUCTURES
 AND EQUIPMENT.
  
 7A) SHEET 0275-S-ADF-09 DETAILS 1 & 2 WALL SECTIONS
 THERE MAY BE A DISCREPANCY IN THE RE-ENFORCING OF
 RE-BAR SIZES? FROM THE SLAB THE PLANS SHOW A # 10 DOWEL
 AT 6INCHES O. C. FURTHER UP THE PAGE THE PLANS INDICATE
 THE USE OF # 7 @ 6 INCHES O. C. IS THIS CORRECT,
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 7B) SHEET 0275-S-ADF-09 DETAILS 1 & 2 WALL SECTIONS
 SHOW WATER STOPS BUT REFERANCE IS A SPEC. PLEASE
 PROVIDE ON PLANS, 107.2.1 INFORMATION ON CONSTRUCTION
 DOCUMENTS. . CONSTRUCTION DOCUMENTS SHALL BE OF
 SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND
 EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT
 WILL CONFORM TO THE PROVISIONS OF THIS CODE AND
 RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS
 DETERMINED BY THE BUILDING OFFICIAL.
  
 8A) SHEET 0276-S-ADF-10 DETAIL B SHOWS A GUARDRAIL
 SYSTEM BUT THERE ARE NO DIMENSIONS VERTICALLY SHOWING
 COMPLIANCE WITH SECTION 2010 FBC-B 1013.2 HEIGHT.
  
 8B) SHEET 0276-S-ADF-10 DETAIL B SHOWS A GUARDRAIL
 SYSTEM WITH NO VERTICAL DIMENSIONS SHOWING COMPLIANCE
 WITH THE 1013.2 HEIGHT.
  
 8C) SHEET 0276-S-ADF-10 DETAIL B SHOWS A GUARDRAIL
 SYSTEM WITH NO VERTICAL DIMENSIONS SHOWING COMPLIANCE
 WITH THE 2010 FBC-B 1012.2 HEIGHT REQUIREMENTS.
  
 8D) SHEET 0276-S-ADF-10 DOES NOT PROVIDE COMPLIANCE
 WITH 2010 FBC-B 1607.7.1 AND 1607.7.1.1. LOADS ON
 HANDRAILS AND GUARDS.
  
 9A) SHEET 0276-S-ADF-12 DOES NOT PROVIDE COMPLIANCE
 WITH 2010 FBC-B 1607.7.1 AND 1607.7.1.1. LOADS ON
 HANDRAILS AND GUARDS.
 9B) SHEET 0276-S-ADF-12 DOES NOT PROVIDE COMPLIANCE
 WITH 2010 FBC-B 1013.2 HEIGHT & 1013.2 HEIGHT.
  
 10) 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 E ELECTRICAL
Rev No 1 Status P Date 2015-06-26 Cont ID  
Sent By dhayes Date 2015-06-26 Time 16:16 Rev Time 0.00
Received By dhayes Date 2015-06-26 Time 14:54 Sent To  
Notes
2015-06-26 15:00:04 
 SEPARATE PERMIT APPLICATIONS ACCOMPANIED BY
 MANUFACTURERS EQUIPMENT SUBMITTALS, AND SHOP DRAWINGS
 ARE REQUIRED FOR SITE LIGHTING.
  
 1) 505.2.4 EXTERIOR LIGHTING CONTROLS.
 LIGHTING FOR ALL EXTERIOR APPLICATIONS NOT EXEMPTED IN
 SECTION 505.1 SHALL HAVE AUTOMATIC CONTROLS CAPABLE OF
 TURNING OFF EXTERIOR LIGHTING WHEN SUFFICIENT DAYLIGHT
 IS AVAILABLE OR WHEN THE LIGHTING IS NOT REQUIRED
 DURING NIGHTTIME HOURS. LIGHTING NOT DESIGNATED FOR
 DUSK-TO-DAWN OPERATION SHALL BE CONTROLLED BY EITHER A
 COMBINATION OF A PHOTOSENSOR AND A TIME SWITCH, OR AN
 ASTRONOMICAL TIME SWITCH.
  
 2) 2010 FBC-BUILDING SECTION 1609
 PROVIDE WIND LOAD CALCULATIONS FOR ALL LIGHT POLES
 INCLUDING LUMINAIRE IN COMPLIANCE WITH THE FBC 1609
  
 DAVID HAYES, ELECTRICAL PLANS EXAMINER, PX3421,
 561-805-6717 OR [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2015-07-24 Cont ID  
Sent By cranford Date 2015-07-24 Time 12:50 Rev Time 0.00
Received By cranford Date 2015-07-24 Time 12:50 Sent To  
Notes
2015-07-24 12:50:17JOHN ROACH VERIFIED APPLICATION WAS CONSISTENT WITH
 APPROVED SITE PLAN. SITE PLAN APPROVAL LETTER NOT YET
 DRAFTED.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2015-06-30 Cont ID  
Sent By cranford Date 2015-06-30 Time 08:54 Rev Time 0.00
Received By cranford Date 2015-06-30 Time 08:52 Sent To  
Notes
2015-06-30 08:53:12FOR DIGESTER T1
  
 1. PLEASE SUBMIT A COPY OF THE APPROVED SITE PLAN
 (Z14080026). WHEN SITE PLAN REVIEW IS REQUIRED, REVIEW
 AND APPROVAL ARE NECESSARY PRIOR TO ISSUANCE OF A
 BUILDING PERMIT. [SECTION 94-35(G) OF THE CITY'S CODE
 OF ORDINANCES]
  
 KELLY CRANFORD, P.E.
 LAND DEVELOPMENT ENGINEER
 PUBLIC WORKS DEPARTMENT
 CITY OF WEST PALM BEACH
 [email protected]
 561-494-1098 (OFFICE)
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2015-06-25 Cont ID  
Sent By wjolin Date 2015-06-25 Time 12:49 Rev Time 0.00
Received By wjolin Date 2015-06-25 Time 12:46 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-09-29 Cont ID  
Sent By ccole Date 2015-09-29 Time 11:26 Rev Time 0.00
Received By ccole Date 2015-09-18 Time 14:49 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-07-20 Cont ID  
Sent By tklarge Date 2015-07-20 Time 05:38 Rev Time 0.00
Received By tklarge Date 2015-06-17 Time 13:57 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2015-07-02 Cont ID  
Sent By jwitmer Date 2015-07-02 Time 10:49 Rev Time 0.00
Received By jwitmer Date 2015-07-02 Time 10:49 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2015-09-29 Cont ID  
Sent By ccole Date 2015-09-29 Time 11:26 Rev Time 0.00
Received By ccole Date 2015-09-29 Time 11:26 Sent To  
Notes
2015-09-29 11:30:25MECHANICAL PROVISOS
 PERMIT #15060538
 9/29/15
  
 1) MANUFACTURER'S SPECIFICATIONS FOR THE UNDERGROUND
 PIPING, FITTINGS, BRACES, SUPPORTS ETC. SHALL BE
 REVIEWED AND APPROVED BY THE ENGINEER OF RECORD AND
 COPIES TO BE ON-SITE AT TIME OF INSPECTION
 2) CIVIL DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE
 BUILDING DEPARTMENT PRIOR TO 1ST INSPECTION.
 3) BASED ON THE SOILS REPORT- PIPE BEDDING AND
 DEWATERING GUIDELINES: PIPE TRENCHING DETAILS FOR
 TYPICAL INSTALLATIONS AND HIGH WATER TABLE
 INSTALLATIONS SHALL BE PROVIDED. PROVIDE A SECTION
 DRAWING INDICATING TRENCH DIMENSIONS, PIPE EMBEDMENT
 DEPTHS, BEDDING MATERIALS AND THICKNESSES, COMPACTION
 AND BACKFILLING SPECIFICATIONS.
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-07-02 Cont ID  
Sent By ccole Date 2015-07-02 Time 07:46 Rev Time 0.00
Received By ccole Date 2015-06-29 Time 08:05 Sent To  
Notes
2015-07-02 07:50:371ST REVIEW: FBC 2010 MECHANICAL
 PERMIT #15060538 DIGESTER T1- 7/2/15
  
 1) REMOVE PLAN SHEETS M-ADF-05, 06, & 07 THAT SHOW THE
 TWAS TANKS AND REPLACE WITH SHEETS M-ADF- 8, 9, 10, 12,
 & 13 THAT SHOW THE T1 TANKS.
 2) SHEET M-STD-03 (INCLUSIVE OF ALL PERMIT PLAN SETS
 CONTAINING THIS SHEET): REVISE NOTES #10 & 13
 REFERENCING THE CITY OF TALLAHASSEE FIRE HYDRANT
 COMPLIANCE INFORMATION.
 3) BASED ON THE SOILS REPORT- PIPE BEDDING AND
 DEWATERING GUIDELINES, PLEASE PROVIDE PIPE TRENCH
 CROSS-SECTION DETAILS FOR TYPICAL INSTALLATIONS AND
 HIGH WATER TABLE INSTALLATIONS. INDICATE TRENCH
 DIMENSIONS, PIPE EMBEDMENT DEPTHS, BEDDING MATERIALS
 AND THICKNESSES, COMPACTION AND BACKFILLING
 SPECIFICATIONS.
 4) PROVIDE CIVIL DRAWINGS THAT INCLUDE OVERALL
 UNDERGROUND PIPING LAYOUTS, AND ENLARGED AREA DRAWINGS
 DEPICTING THE UNDERGROUND PIPINGS SPECIFIC TO EACH
 BUILDING, TANK, OR FACILITY ETC.
 5) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR PIPINGS AND
 FITTINGS REVIEWED AND APPROVED BY THE DESIGN
 PROFESSIONAL OF RECORD.
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2015-09-23 Cont ID  
Sent By tklarge Date 2015-09-23 Time 03:29 Rev Time 0.00
Received By tklarge Date 2015-09-23 Time 03:10 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-07-20 Cont ID  
Sent By tklarge Date 2015-07-20 Time 05:38 Rev Time 0.00
Received By tklarge Date 2015-07-18 Time 05:47 Sent To  
Notes
2015-07-18 05:49:111) REMOVE SHEETS M-ADF-05,06, & 07 THAT SHOW THE TWAS
 TANKS AND SUBMIT SHEETS M-ADF-8,9,10,12, & 13 THAT SHOW
 THE T1 TANKS.
 2) SHT. M-STD-09 - DETAIL # 1542102 SHOWS A WYE FOR THE
 VENT INSTALLED IN THE OPPOSITE DIRECTION OF FLOW.THE
 WYE FITTING SHALL BE FLIPPED TO SHOW THE CORRECT
 INSTALLATION. FPC 706.3.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2015-10-02 Cont ID  
Sent By skennedy Date 2015-10-02 Time 15:44 Rev Time 0.00
Received By skennedy Date 2015-10-02 Time 15:43 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2015-07-17 Cont ID  
Sent By jroach Date 2015-07-17 Time 14:28 Rev Time 0.00
Received By jroach Date 2015-07-17 Time 14:28 Sent To  
Notes
***NONE***


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