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Plan Review Details - Permit 17071006
Plan Review Stops For Permit 17071006 |
Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
3 |
Status |
P |
Date |
2018-02-26 |
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Cont ID |
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Sent By |
jwitmer |
Date |
2018-02-26 |
Time |
08:09 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2018-02-26 |
Time |
07:47 |
Sent To |
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Notes |
2018-02-26 08:09:55 | 2014 FBC- BUILDING PLAN REVIEW | | W. P. B. PERMIT: 17071006 | | ADD: 4375 EASLEY DR. / EAST CENTRAL WATER RECLAMATION | | FACILITY | | PROCESS WATER SYSTEM PROJECT | | CONT: TBD/ TO BE DETERMINED | | TEL: 561-835-7406 | | E-MAIL: [email protected] | | | | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH | | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, | | ADMINISTRATION | | | | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. | | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND | | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE | | FLORIDA BUILDING CODE, BUILDING. | | | | 2ND REVIEW | | DATE: MON. OCT.30/2017 | | ACTION: BUILDING PROVISO | | | | *********ONLY 2 SETS OF PLANS SUBMITTED/ (3) | | REQUIRED.******** | | | | | | 1) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP DRAWINGS | | & SIGNED & SEALED CALCULATIONS.. SHEET S-PWS-10 SHOWS A | | SECTION 1 SHOWS SECONDARY EFFLUENT TRANSFER PUMP | | STATION. NOTE 2 OF THIS PAGE INDICATES SEE DRILL | | LOCATION AND ELEVATION ON M DRAWINGS. M-PWS-10 SHOWS A | | SECTION B GIVING THE CENTERLINE OF THE PIPE AND | | ASSOCIATED HOLE AT AN ELEVATION 4.25. FINISH GRADE IS | | AT 25.00. PLEASE PROVIDE | | WHAT REQUIREMENTS ARE TO BE PUT IN PLACE FOR SAME | | GUARDING THE SURROUNDING STRUCTURES AS WELL AS THE | | DEWATERING REQUIRED TO GET A STABLE, DRY & WORKABLE | | GROUND AT ELEVATION 4.25 FT. ELEVATION. THIS SAME | | ELEVATION IS GOING TO BE REQUIRED TO BE A STABLE DRY | | GROUND FOR THE EXTENSION OF THE 48 INCH EFFLUENT PIPE. | | | | 2A) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP DRAWINGS | | & SIGNED & SEALED CALCULATIONS. | | FBC-B 1804.1 EXCAVATION NEAR FOUNDATIONS. EXCAVATION | | FOR ANY PURPOSE SHALL NOT REMOVE LATERAL SUPPORT FROM | | ANY FOUNDATION WITHOUT FIRST UNDERPINNING OR PROTECTING | | THE FOUNDATION AGAINST SETTLEMENT OR LATERAL | | TRANSLATION. | | | | 2B) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP DRAWINGS | | & SIGNED & SEALED CALCULATIONS. FBC-B 1805.1.3 | | GROUND-WATER CONTROL. THE DESIGN OF THE SYSTEM TO LOWER | | THE GROUND-WATER TABLE SHALL BE BASED ON ACCEPTED | | PRINCIPLES OF ENGINEERING THAT SHALL CONSIDER, BUT NOT | | NECESSARILY BE LIMITED TO, PERMEABILITY OF THE SOIL, | | RATE AT WHICH WATER ENTERS THE DRAINAGE SYSTEM, RATED | | CAPACITY OF PUMPS, HEAD AGAINST WHICH PUMPS ARE TO | | OPERATE AND THE RATED CAPACITY OF THE DISPOSAL AREA OF | | THE SYSTEM. | | | | 2C) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP DRAWINGS | | & SIGNED & SEALED CALCULATIONS. THE PLANS ARE SILENT AS | | TO HOW THE GROUND IS TO BE HELD BACK WHEN THE WORK AREA | | WILL BE BELOW 4.25 FT. NGVD. WILL THE USE OF DRIVEN | | SHEET PILE BE USED IN THIS TYPE OF APPLICATION, TO HELP | | HOLD BACK WATER AND SOILS FROM LATERAL MOVEMENT, IF SO | | HOW MUCH TOE IS TO BE REQUIRED TO MAINTAIN SOILS | | SATIABILITY? 1810.3.1.4 DRIVEN PILES. DRIVEN PILES | | SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH | | ACCEPTED ENGINEERING PRACTICE TO RESIST ALL STRESSES | | INDUCED BY HANDLING, DRIVING AND SERVICE LOADS. | | | | 2D) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP | | DRAWINGS. THE ISSUE WITH THE AMOUNT OF EARTH TO BE | | REMOVED, THE LOCATION OF THE SURCHARGE IN RELATION TO | | THE EXCAVATION MAYBE A SAFETY CONCERN. FBC-B 3304.1.2 | | SURCHARGE. NO FILL OR OTHER SURCHARGE LOADS SHALL BE | | PLACED ADJACENT TO ANY BUILDING OR STRUCTURE UNLESS | | SUCH BUILDING OR STRUCTURE IS CAPABLE OF WITHSTANDING | | THE ADDITIONAL LOADS CAUSED BY THE FILL OR SURCHARGE. | | | | JAMES A. WITMER BN, PX, CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES | | DEPARTMENT | | 401 CLEMATIS ST. | | WEST PALM BEACH. FL 33402 | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | DEVELOPMENT SERVICES HOME PAGE | | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP | | | | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS | | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS | | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO | | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE | | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. | | MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF | | FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 | | |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
2 |
Status |
P |
Date |
2017-11-01 |
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Cont ID |
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Sent By |
jwitmer |
Date |
2017-10-30 |
Time |
06:59 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2017-10-30 |
Time |
06:32 |
Sent To |
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Notes |
2017-10-30 06:49:48 | 2014 FBC- BUILDING PLAN REVIEW | | W. P. B. PERMIT: 17071006 | | ADD: 4375 EASLEY DR. / EAST CENTRAL WATER RECLAMATION | | FACILITY | | PROCESS WATER SYSTEM PROJECT | | CONT: TBD/ TO BE DETERMINED | | TEL: 561-835-7406 | | E-MAIL: [email protected] | | | | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH | | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, | | ADMINISTRATION | | | | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. | | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND | | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE | | FLORIDA BUILDING CODE, BUILDING. | | | | 2ND REVIEW | | DATE: MON. OCT.30/2017 | | ACTION: BUILDING PROVISO | | | | 1) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP DRAWINGS | | & SIGNED & SEALED CALCULATIONS.. SHEET S-PWS-10 SHOWS A | | SECTION 1 SHOWS SECONDARY EFFLUENT TRANSFER PUMP | | STATION. NOTE 2 OF THIS PAGE INDICATES SEE DRILL | | LOCATION AND ELEVATION ON M DRAWINGS. M-PWS-10 SHOWS A | | SECTION B GIVING THE CENTERLINE OF THE PIPE AND | | ASSOCIATED HOLE AT AN ELEVATION 4.25. FINISH GRADE IS | | AT 25.00. PLEASE PROVIDE | | WHAT REQUIREMENTS ARE TO BE PUT IN PLACE FOR SAME | | GUARDING THE SURROUNDING STRUCTURES AS WELL AS THE | | DEWATERING REQUIRED TO GET A STABLE, DRY & WORKABLE | | GROUND AT ELEVATION 4.25 FT. ELEVATION. THIS SAME | | ELEVATION IS GOING TO BE REQUIRED TO BE A STABLE DRY | | GROUND FOR THE EXTENSION OF THE 48 INCH EFFLUENT PIPE. | | | | 2A) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP DRAWINGS | | & SIGNED & SEALED CALCULATIONS. | | FBC-B 1804.1 EXCAVATION NEAR FOUNDATIONS. EXCAVATION | | FOR ANY PURPOSE SHALL NOT REMOVE LATERAL SUPPORT FROM | | ANY FOUNDATION WITHOUT FIRST UNDERPINNING OR PROTECTING | | THE FOUNDATION AGAINST SETTLEMENT OR LATERAL | | TRANSLATION. | | | | 2B) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP DRAWINGS | | & SIGNED & SEALED CALCULATIONS. FBC-B 1805.1.3 | | GROUND-WATER CONTROL. THE DESIGN OF THE SYSTEM TO LOWER | | THE GROUND-WATER TABLE SHALL BE BASED ON ACCEPTED | | PRINCIPLES OF ENGINEERING THAT SHALL CONSIDER, BUT NOT | | NECESSARILY BE LIMITED TO, PERMEABILITY OF THE SOIL, | | RATE AT WHICH WATER ENTERS THE DRAINAGE SYSTEM, RATED | | CAPACITY OF PUMPS, HEAD AGAINST WHICH PUMPS ARE TO | | OPERATE AND THE RATED CAPACITY OF THE DISPOSAL AREA OF | | THE SYSTEM. | | | | 2C) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP DRAWINGS | | & SIGNED & SEALED CALCULATIONS. THE PLANS ARE SILENT AS | | TO HOW THE GROUND IS TO BE HELD BACK WHEN THE WORK AREA | | WILL BE BELOW 4.25 FT. NGVD. WILL THE USE OF DRIVEN | | SHEET PILE BE USED IN THIS TYPE OF APPLICATION, TO HELP | | HOLD BACK WATER AND SOILS FROM LATERAL MOVEMENT, IF SO | | HOW MUCH TOE IS TO BE REQUIRED TO MAINTAIN SOILS | | SATIABILITY? 1810.3.1.4 DRIVEN PILES. DRIVEN PILES | | SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH | | ACCEPTED ENGINEERING PRACTICE TO RESIST ALL STRESSES | | INDUCED BY HANDLING, DRIVING AND SERVICE LOADS. | | | | 2D) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP | | DRAWINGS. THE ISSUE WITH THE AMOUNT OF EARTH TO BE | | REMOVED, THE LOCATION OF THE SURCHARGE IN RELATION TO | | THE EXCAVATION MAYBE A SAFETY CONCERN. FBC-B 3304.1.2 | | SURCHARGE. NO FILL OR OTHER SURCHARGE LOADS SHALL BE | | PLACED ADJACENT TO ANY BUILDING OR STRUCTURE UNLESS | | SUCH BUILDING OR STRUCTURE IS CAPABLE OF WITHSTANDING | | THE ADDITIONAL LOADS CAUSED BY THE FILL OR SURCHARGE. | | | | JAMES A. WITMER BN, PX, CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES | | DEPARTMENT | | 401 CLEMATIS ST. | | WEST PALM BEACH. FL 33402 | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | DEVELOPMENT SERVICES HOME PAGE | | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP | | | | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS | | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS | | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO | | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE | | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. | | MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF | | FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 | | |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
1 |
Status |
F |
Date |
2017-08-18 |
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Cont ID |
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Sent By |
jwitmer |
Date |
2017-08-18 |
Time |
15:58 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2017-08-18 |
Time |
07:44 |
Sent To |
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Notes |
2017-08-18 15:58:29 | 2014 FBC- BUILDING PLAN REVIEW | | W. P. B. PERMIT: 17071006 | | ADD: 4375 EASLEY DR. / EAST CENTRAL WATER RECLAMATION | | FACILITY | | PROCESS WATER SYSTEM PROJECT | | CONT: TBD/ TO BE DETERMINED | | TEL: 561-835-7406 | | E-MAIL: [email protected] | | | | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH | | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, | | ADMINISTRATION | | | | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. | | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND | | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE | | FLORIDA BUILDING CODE, BUILDING. | | | | 1ST REVIEW | | DATE: FRI./ AUGUST 18/2017 | | ACTION: DENIED | | | | 1) SHEET S-PWS-01 FOUNDATION NOTE F-2 , INDICATES TO | | USE THE GEOTECHNICAL REPORTS FROM THE BIOSOLIDS | | IMPROVEMENT PROJECT, BY DUNKELBURGER ENGINEERING AND | | TESTING DATED APRIL 10/ 2014 AND BY RADISE | | INTERNATIONAL DATED MARCH 26, 2014. PLEASE PROVIDE AN | | ADDENDUM BY EITHER COMPANY SIGNED AND SEALED STATING | | THESE REPORTS CAN BE USED FOR THIS PROJECT. NEITHER OF | | THE MENTIONED REPORTS DID BORINGS IN THE PROPOSED WORK | | AREA. | | | | 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE | | CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL | | IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO | | THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING | | OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A | | GEOTECHNICAL INVESTIGATION BE CONDUCTED. | | | | 2) SHEET S-PWS-10 SHOWS A SECTION 1 SHOWS SECONDARY | | EFFLUENT TRANSFER PUMP STATION. NOTE 2 OF THIS PAGE | | INDICATES SEE DRILL LOCATION AND ELEVATION ON M | | DRAWINGS. M-PWS-10 SHOWS A SECTION B GIVING THE | | CENTERLINE OF THE PIPE AND ASSOCIATED HOLE AT AN | | ELEVATION 4.25. FINISH GRADE IS AT 25.00. PLEASE | | PROVIDE | | WHAT REQUIREMENTS ARE TO BE PUT IN PLACE FOR SAME | | GUARDING THE SURROUNDING STRUCTURES AS WELL AS THE | | DEWATERING REQUIRED TO GET A STABLE, DRY & WORKABLE | | GROUND AT ELEVATION 4.25 FT. ELEVATION. THIS SAME | | ELEVATION IS GOING TO BE REQUIRED TO BE A STABLE DRY | | GROUND FOR THE EXTENSION OF THE 48 INCH EFFLUENT PIPE. | | | | 2A) FBC-B 1804.1 EXCAVATION NEAR FOUNDATIONS. | | EXCAVATION FOR ANY PURPOSE SHALL NOT REMOVE LATERAL | | SUPPORT FROM ANY FOUNDATION WITHOUT FIRST UNDERPINNING | | OR PROTECTING THE FOUNDATION AGAINST SETTLEMENT OR | | LATERAL TRANSLATION. | | | | 2B) FBC-B 1805.1.3 GROUND-WATER CONTROL. THE DESIGN OF | | THE SYSTEM TO LOWER THE GROUND-WATER TABLE SHALL BE | | BASED ON ACCEPTED PRINCIPLES OF ENGINEERING THAT SHALL | | CONSIDER, BUT NOT NECESSARILY BE LIMITED TO, | | PERMEABILITY OF THE SOIL, RATE AT WHICH WATER ENTERS | | THE DRAINAGE SYSTEM, RATED CAPACITY OF PUMPS, HEAD | | AGAINST WHICH PUMPS ARE TO OPERATE AND THE RATED | | CAPACITY OF THE DISPOSAL AREA OF THE SYSTEM. | | | | 2C) THE PLANS ARE SILENT AS TO HOW THE GROUND IS TO BE | | HELD BACK WHEN THE WORK AREA WILL BE BELOW 4.25 FT. | | NGVD. WILL THE USE OF DRIVEN SHEET PILE BE USED IN THIS | | TYPE OF APPLICATION, TO HELP HOLD BACK WATER AND SOILS | | FROM LATERAL MOVEMENT, IF SO HOW MUCH TOE IS TO BE | | REQUIRED TO MAINTAIN SOILS SATIABILITY? | | | | 1810.3.1.4 DRIVEN PILES. DRIVEN PILES SHALL BE DESIGNED | | AND MANUFACTURED IN ACCORDANCE WITH ACCEPTED | | ENGINEERING PRACTICE TO RESIST ALL STRESSES INDUCED BY | | HANDLING, DRIVING AND SERVICE LOADS. | | | | 2D) THE ISSUE WITH THE AMOUNT OF EARTH TO BE REMOVED, | | THE LOCATION OF THE SURCHARGE IN RELATION TO THE | | EXCAVATION MAYBE A SAFETY CONCERN. FBC-B 3304.1.2 | | SURCHARGE. NO FILL OR OTHER SURCHARGE LOADS SHALL BE | | PLACED ADJACENT TO ANY BUILDING OR STRUCTURE UNLESS | | SUCH BUILDING OR STRUCTURE IS CAPABLE OF WITHSTANDING | | THE ADDITIONAL LOADS CAUSED BY THE FILL OR SURCHARGE. | | | | 3) RESIDENT INSPECTOR REQUIRED. (3) SETS OF PLANS. | | 2014 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 | | 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR | | METHODS OF CONSTRUCTION | | | | 3A) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL | | PARTIES NOTARIZED AND RETURNED TO THE BUILDING | | DEPARTMENT BEFORE PERMIT ISSUANCE. | | FORMS E-MAILED TO: [email protected] 08/18/2017 03:55 | | PM. | | | | 3B) 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. | | | | 3C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR | | HISTORY FOR THIS TYPE OF CONSTRUCTION. | | | | 3D) 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. | | | | 3E) 2010/ 2014 WEST PALM BEACH AMENDMENTS TO THE | | FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION, | | 110.3.9 AND GUIDELINES AND POLICIES FOR PROJECTS | | CONCERNING RESIDENT INSPECTORS. COMMENT # 14. 3 COPIES | | OF ALL SHOP DRAWINGS (HANDRAILS, PRECAST JOINT AND | | SLABS, PRODUCT APPROVALS, TRUSSES, BAR JOIST, ETC.) | | MUST BE SUBMITTED TO THE BUILDING DEPARTMENT. TWO | | REVIEWED SETS OF DOCUMENTS WILL BE RETURNED TO THE JOB | | SITE BEFORE ANY OF THE ABOVE ARE INSTALLED ON THE JOB. | | | | 3F) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED | | TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR | | IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE | | INSPECTIONS. | | | | | | JAMES A. WITMER BN, PX, CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES | | DEPARTMENT | | 401 CLEMATIS ST. | | WEST PALM BEACH. FL 33402 | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | DEVELOPMENT SERVICES HOME PAGE | | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP | | | | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS | | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS | | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO | | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE | | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. | | MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF | | FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 | | |
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Review Stop |
E |
ELECTRICAL |
Rev No |
2 |
Status |
P |
Date |
2017-11-14 |
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Cont ID |
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Sent By |
jpearson |
Date |
2017-11-14 |
Time |
12:45 |
Rev Time |
0.00 |
Received By |
jpearson |
Date |
2017-11-14 |
Time |
10:27 |
Sent To |
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Notes |
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Review Stop |
E |
ELECTRICAL |
Rev No |
1 |
Status |
P |
Date |
2017-08-24 |
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Cont ID |
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Sent By |
jpearson |
Date |
2017-08-24 |
Time |
11:22 |
Rev Time |
0.00 |
Received By |
jpearson |
Date |
2017-08-24 |
Time |
11:22 |
Sent To |
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Notes |
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Review Stop |
FIRE |
FIRE DEPARTMENT |
Rev No |
2 |
Status |
P |
Date |
2017-10-19 |
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Cont ID |
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Sent By |
pleduc |
Date |
2017-10-19 |
Time |
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Rev Time |
0.00 |
Received By |
pleduc |
Date |
2017-10-19 |
Time |
13:10 |
Sent To |
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Notes |
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Review Stop |
FIRE |
FIRE DEPARTMENT |
Rev No |
1 |
Status |
F |
Date |
2017-07-31 |
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Cont ID |
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Sent By |
pleduc |
Date |
2017-07-31 |
Time |
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Rev Time |
0.00 |
Received By |
pleduc |
Date |
2017-07-28 |
Time |
12:59 |
Sent To |
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Notes |
2017-07-28 16:10:39 | THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE | | MARSHAL, WITH THE FOLLOWING COMMENTS: | | | | | | | | 1) ON REVIEW OF THE SUBMITTED PLANS THERE IS | | INSUFFICIENT INFORMATION TO CONDUCT A THOUROUGH LIFE | | SAFETY REVIEW. | | | | | | | | | | 2) A LIFE SAFETY PLAN WAS NOT FOUND. | | | | FOR A FACILTIY OF THIS SIZE AND COMPLEXITY A LIFE | | SAFETY PLAN SHEET SHALL BE SUBMITTED TO INCLUDE, BUT | | NOT LIMITED TO, AREA OR BUILDING OCCUPANCY TYPE, | | ILLUSTRATED OCCUPANT LOADS, EXIT PATHS, EXIT WIDTHS, | | TRAVEL DISTANCES, COMMON PATHS OF TRAVEL, DEAD-END | | CORRIDORS, EXIT SIGNS, EMERGENCY LIGHTING, EXITS | | LEADING TO A PUBLIC WAY, FIRE EXTINGUISHER LOCATIONS, | | AND ALL FIRE SAFETY FEATURES AND EQUIPMENT. | | | | | | | | | | | | 3) PLEASE PROVIDE INFORMATION AND OR A REPORT THAT THIS | | PROJECT HAS BEEN REVIEWED FOR COMPLIANCE WITH THE | | REQUIREMENTS OF NFPA? 820, STANDARD FOR FIRE PROTECTION | | IN WASTEWATER TREATMENT AND COLLECTION FACILITIES, 2012 | | EDITION | | | | PLEASE INCLUDE WHAT AREAS HAVE BEEN REVIEWED AND WHAT | | HAS BEEN INSTALLED | | | | AND IF HAS NOT BEEN REVIEWED - PLEASE PROVIDE DETAILED | | JUSTIFICATIONS. | | | | THE FOLLOWING IS SOME AREAS OF CONCERN FROM NFPA 820 | | FOR REVIEW PURPOSES. | | | | CHAPTER 1 ADMINISTRATION | | 1.1 SCOPE. | | 1.1.1* GENERAL. THIS STANDARD SHALL ESTABLISH MINIMUM | | REQUIREMENTS FOR PROTECTION AGAINST FIRE AND EXPLOSION | | HAZARDS IN WASTEWATER TREATMENT PLANTS AND ASSOCIATED | | COLLECTION SYSTEMS, INCLUDING THE HAZARD CLASSIFICATION | | OF SPECIFIC AREAS AND PROCESSES. | | 1.1.2 THIS STANDARD SHALL APPLY TO THE FOLLOWING: | | (1) COLLECTION SEWERS | | (2) TRUNK SEWERS | | (3) INTERCEPTING SEWERS | | (4) COMBINED SEWERS | | (5) STORM SEWERS | | (6) PUMPING STATIONS | | (7) WASTEWATER TREATMENT PLANTS | | (8) SLUDGE-HANDLING FACILITIES | | (9) CHEMICAL-HANDLING FACILITIES | | (10) TREATMENT FACILITIES | | (11) ANCILLARY STRUCTURES (SEE 3.3.60.1) | | | | | | 7.2 FIRE PROTECTION MEASURES. | | 7.2.1 GENERAL. | | 7.2.1.1 COLLECTION SYSTEMS, LIQUID STREAM TREATMENT | | PROCESSES, AND SOLIDS-HANDLING PROCESSES SHALL BE | | PROVIDED WITH FIRE PROTECTION FOR THE FIRE HAZARDS, AS | | DESCRIBED IN TABLE 4.2, TABLE 5.2, TABLE 6.2(A), AND | | TABLE 6.2(B). | | 7.2.1.2 ENCLOSED SPACES CLASSIFIED AS EXPLOSION HAZARD | | AREAS UNDER THIS DOCUMENT SHALL BE PHYSICALLY SEPARATED | | FROM ALL UNCLASSIFIED ENCLOSURES. | | 7.2.1.3 IN ADDITION TO THE FIRE PROTECTION SPECIFIED IN | | CHAPTER 8, BUILDINGS, STRUCTURES, AND PROCESS ELEMENTS, | | UNDER SOME CONDITIONS, SHALL BE PROVIDED WITH | | AUTOMATIC-EXTINGUISHING SYSTEMS IN ACCORDANCE WITH THIS | | CHAPTER. | | | | | | 7.4 COMBUSTIBLE GAS DETECTION. | | 7.4.1* COMBUSTIBLE GAS DETECTORS SHALL BE LOCATED IN | | ACCORDANCE WITH TABLE 4.2, TABLE 5.2, AND TABLE 6.2(A). | | 7.4.2* THE SELECTION OF COMBUSTIBLE GAS DETECTOR TYPES | | AND THEIR PLACEMENT SHALL BE DETERMINED BY A QUALIFIED | | PERSON AS DEFINED BY NFPA 70. | | | | | | 7.5 VENTILATION MONITORING AND SIGNALING SYSTEMS. | | 7.5.1 ALL CONTINUOUS VENTILATION SYSTEMS THAT ARE USED | | TO DOWNGRADE THE CLASSIFICATION OF A SPACE SHALL BE | | FITTED WITH FLOW DETECTION DEVICES CONNECTED TO ALARM | | SIGNALING SYSTEMS TO INDICATE VENTILATION SYSTEM | | FAILURE TO PROVIDE THE REQUIRED AIR CHANGES. | | 7.5.2 LOCAL AND REMOTE ALARMS FOR BOTH VENTILATION | | SYSTEM FAILURE AND COMBUSTIBLE GAS DETECTION SHALL BE | | PROVIDED FOR ALL HAZARDOUS AREAS CLASSIFIED IN | | ACCORDANCE WITH THE FOLLOWING: | | (1) ARTICLE 500 OF NFPA 70 | | (2) THE REQUIREMENTS OF CHAPTERS 4, 5, AND 6 FOR | | PRESSURIZATION OF SPACES | | (3) CHAPTER 7 AND NFPA 496 | | 7.5.3* THE ALARMS REQUIRED IN 7.5.2 SHALL BE DISPLAYED | | IN ACCORDANCE WITH TABLE 7.5.3. | | | | 7.7.2 LIGHTNING PROTECTION. LIGHTNING PROTECTION SHALL | | BE PROVIDED IN ACCORDANCE WITH NFPA 780. | | | | CHAPTER 9 VENTILATION | | 9.1 GENERAL. | | 9.1.1 REQUIREMENT APPLICATIONS. | | 9.1.1.1 THE MINIMUM CRITERIA FOR VENTILATION FOR | | PROTECTION AGAINST FIRE AND EXPLOSION OF WASTEWATER | | TREATMENT AND PUMPING FACILITIES SHALL BE IN ACCORDANCE | | WITH CHAPTERS 6, 7, AND 8 FOR THE DESIGNATED ELECTRICAL | | CLASSIFICATIONS. | | | | 9.1.1.2 WHERE THIS STANDARD REQUIRES CERTAIN | | VENTILATION PRACTICES, THEY ARE INTENDED TO MINIMIZE | | FIRE AND EXPLOSION HAZARDS; THESE VENTILATION STANDARDS | | SHALL NOT BE CONSIDERED TO APPLY TO THE PROTECTION OF | | PERSONNEL FROM THE TOXIC EFFECTS OF | | EXPOSURE TO GASES PRESENT OR THE DEPLETION OF OXYGEN. | | 9.1.1.3 THIS CHAPTER SHALL BE LIMITED TO THE | | VENTILATION OF ENCLOSED WASTEWATER PUMPING AND | | PROCESS-RELATED AREAS AND DOES NOT ESTABLISH CRITERIA | | APPLICABLE TO SPACES DEVOTED TO ADMINISTRATIVE AREAS, | | LABORATORIES, OR OTHER ANCILLARY SPACES. | | CAUTION: BECAUSE OF THE UNPREDICTABLE NATURE OF | | MATERIALS AND EVENTS ENCOUNTERED IN THE OPERATION OF | | WASTEWATER SYSTEMS, THE VENTILATION CRITERIA | | ESTABLISHED IN THIS STANDARD MIGHT NOT BE ADEQUATE FOR | | PROTECTION AGAINST ALL HAZARDS THAT MIGHT BE | | ENCOUNTERED. | | 9.1.1.4 VENTILATION CRITERIA NOT ADDRESSED BY CHAPTERS | | 4, 5, AND 6 SHALL MEET THE REQUIREMENTS OF TABLE | | 9.1.1.4. | | 9.1.1.5 THIS CHAPTER SHALL NOT APPLY TO AT-GRADE OR | | ABOVEGRADE UNROOFED STRUCTURES LESS THAN 0.6 M (2 FT) | | DEEP OR 0.6 M (2 FT) TO THE IN-SERVICE WATERLINE OR TO | | AT-GRADE OR ABOVEGRADE ROOFED STRUCTURES WHERE THE | | FOLLOWING APPLIES: | | (1) THE ROOF IS AT LEAST 3M(10 FT) ABOVE SURROUNDING | | FINISHED GRADE. | | (2) THE STRUCTURE IS OPEN ON AT LEAST THREE SIDES. | | | | 10.2 MANAGEMENT POLICY AND DIRECTION. | | 10.2.1* MANAGEMENT SHALL ESTABLISH A POLICY AND | | INSTITUTE A FIRE PREVENTION AND PROTECTION PROGRAM AT | | EACH FACILITY. | | 10.2.2 COMBUSTIBLE MATERIALS SHALL NOT BE STORED IN | | AREAS USED FOR THE STORAGE OF TOXIC OR REACTIVE | | CHEMICALS. | | 10.3* FIRE RISK EVALUATION. A COMPLETE FIRE RISK | | EVALUATION SHALL BE PERFORMED DURING THE INITIAL DESIGN | | PROCESS. | | 10.4 FIRE PREVENTION PROGRAM. EACH PLANT SHALL | | ESTABLISH A FIRE PREVENTION PROGRAM THAT INCLUDES ALL | | OF THE FOLLOWING ITEMS: | | (1) FIRE SAFETY INFORMATION FOR ALL EMPLOYEES AND | | CONTRACTORS THAT INCLUDES, AS A MINIMUM, THE FOLLOWING: | | (A) FAMILIARIZATION WITH FIRE PROTECTION EQUIPMENT AND | | PROCEDURES | | (B) PLANT EMERGENCY ALARMS AND PROCEDURES | | (C) PROCEDURES FOR REPORTING A FIRE | | (2) DOCUMENTED PLANT INSPECTIONS, INCLUDING PROVISIONS | | FOR HANDLING REMEDIAL ACTIONS TO CORRECT CONDITIONS | | THAT INCREASE FIRE HAZARDS | | (3) DESCRIPTION OF THE GENERAL HOUSEKEEPING PROCEDURES | | AND THE CONTROL OF TRANSIENT COMBUSTIBLES, INCLUDING | | CONTROL OF SUCH MATERIALS STORED IN AREAS CONTAINING | | TOXIC OR REACTIVE CHEMICALS | | | | | | | | | | 4) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET | | REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE | | ABOVE. | | | | | | | | 5) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE | | RE-SUBMITTAL OF THE ABOVE. | | | | | | PETER LEDUC | | FIRE MARSHAL | | 561-804-4709 | | [email protected] | | |
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2018-03-13 |
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2018-02-09 |
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2017-11-16 |
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cpuell |
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2017-11-16 |
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cpuell |
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2017-10-16 |
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2017-08-28 |
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jroach |
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2017-08-28 |
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jroach |
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2017-07-26 |
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COUNTY IMPACT FEES |
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2017-08-18 |
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jwitmer |
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2017-08-18 |
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15:58 |
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jwitmer |
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2017-08-18 |
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MECHANICAL (A/C) |
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2018-03-05 |
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ccole |
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2018-03-05 |
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16:34 |
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ccole |
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2018-03-05 |
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2017-11-07 |
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ccole |
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2017-11-07 |
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2017-11-07 |
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2017-11-07 15:40:19 | 2ND REVIEW FBC-2014 MECHANICAL | | PERMIT #17071006 | | 11/7/17 | | | | PLAN REVIEW RESULTS: DENIED. | | | | 1) 2ND REQUEST FOR WIND LOAD ENGINEERING FOR TIE DOWN | | OF ALL NEWLY INSTALLED TANKS, PUIMPS, ETC. - SEE SHEETS | | M-PWS-34, 55, & 80. | | | | 2) PROVIDE VENTING PLANS FOR THE NEW SODIUM | | HYPOCHLORITE TANKS, AND SUBMIT PAGE 79 OF THE | | POLYPROCESSING TANK SPECS WHICH IS MISSING FROM THE | | SUBMITTAL. | | | | CHRISTOPHER L. COLE | | MECHANICAL PLANS EXAMINER | | 401 CLEMATIS STREET | | WEST PALM BEACH FL 33401 | | 561-805-6719 | | [email protected] | | |
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2017-08-25 |
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ccole |
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2017-08-25 |
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12:18 |
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ccole |
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2017-08-25 |
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2017-08-25 12:33:17 | 1ST REVIEW FBC-2014 MECHANICAL | | PERMIT #17071006 | | 8/25/17 | | | | PLAN REVIEW RESULTS: DENIED. | | | | 1) SHEET M=PWS-80: MECHANICAL VENTILATION IS REQUIRED | | FOR THE CHEMICAL STORAGE VAULTS- SECTION 414.3 FBC-14 | | BUILDING, AND SECTION 502.9.2 FBC-14 MECHANICAL. | | | | 2) M-PWS-34: PROVIDE WIND LOAD ENGINEERING FOR | | ANCHORING AND TIE DOWN OF THE HYDROPNEUMATIC TANK, THE | | AIR COMPRESSOR, AND THE PUMPS- SECTION 301.15. | | | | CHRISTOPHER L. COLE | | MECHANICAL PLANS EXAMINER | | 401 CLEMATIS STREET | | WEST PALM BEACH FL 33401 | | 561-805-6719 | | [email protected] | | |
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PLUMBING |
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3 |
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2018-03-13 |
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gjohnson |
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2018-03-13 |
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09:19 |
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gjohnson |
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2018-03-13 |
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PLUMBING |
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2017-11-16 |
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gjohnson |
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2017-11-16 |
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09:51 |
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gjohnson |
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2017-11-16 |
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2017-11-16 09:55:31 | 2ND REVIEW: FBC 2014 5TH EDITION | | | | PLUMBING COMMENTS: NOT COMPLIED | | | | PREVIOUS COMMENT 1. SHT. G-PWS-30/ C-PWS-03/ M-PWS-70 A | | BACKFLOW IS REQUIRED ON THE EMERGENCY POTABLE WATER | | SUPPLY. PER FBC PL 608.1 | | PLEASE PROVIDE DETAIL ON THE PLAN SHOWING AIR GAP PER | | RESPONSE LETTER OR PROVIDE NOTE ON PLAN. FOR ALL | | POTABLE WATER CONNECTIONS TO BE PROTECTED. | | | | | | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED | | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. | | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE | | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY | | RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT | | CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID | | THE PREVIOUSLY REVIEWED SHEETS. | | | | GEORGE JOHNSON | | PLUMBING PLANS EXAMINER | | CITY OF WEST PALM BEACH | | 561-805-6711 | | [email protected] | | |
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2017-08-24 |
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gjohnson |
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2017-08-24 |
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13:50 |
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2017-08-24 |
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2017-08-24 14:26:44 | 1ST REVIEW: FBC 2014 5TH EDITION | | | | PLUMBING COMMENTS: | | | | 1. SHT. G-PWS-30/ C-PWS-03/ M-PWS-70 A BACKFLOW IS | | REQUIRED ON THE EMERGENCY POTABLE WATER SUPPLY. PER FBC | | PL 608.1 | | | | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED | | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. | | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE | | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY | | RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT | | CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID | | THE PREVIOUSLY REVIEWED SHEETS. | | | | GEORGE JOHNSON | | PLUMBING PLANS EXAMINER | | CITY OF WEST PALM BEACH | | 561-805-6711 | | [email protected] | | |
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THRESHOLD |
THRESHOLD INSPECTOR DOCUMENTS |
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2 |
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2018-02-26 |
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jwitmer |
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2018-02-26 |
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08:08 |
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jwitmer |
Date |
2018-02-26 |
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07:47 |
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2018-02-26 08:07:47 | THIS IS NOT A THRESHOLD BUILDING. IT IS A RESIDENT | | INSPECTOR. | | 2014 FBC- BUILDING PLAN REVIEW | | W. P. B. PERMIT: 17071006 | | ADD: 4375 EASLEY DR. / EAST CENTRAL WATER RECLAMATION | | FACILITY | | PROCESS WATER SYSTEM PROJECT | | CONT: TBD/ TO BE DETERMINED | | TEL: 561-835-7406 | | E-MAIL: [email protected] | | | | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH | | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, | | ADMINISTRATION | | | | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. | | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND | | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE | | FLORIDA BUILDING CODE, BUILDING. | | | | 3RD REVIEW | | DATE: MON. FEB.26/2018 | | ACTION: DENIED | | | | RESIDENT INSPECTOR REQUIRED. (3) SETS OF PLANS ONLY (2) | | SETS SUBMITTED. 2/26/2018 | | 2014 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 | | 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR | | METHODS OF CONSTRUCTION | | | | 1A) 3RD REQUEST. RESIDENT INSPECTOR FORMS MUST BE | | SIGNED BY ALL PARTIES NOTARIZED AND RETURNED TO THE | | BUILDING DEPARTMENT BEFORE PERMIT ISSUANCE. | | FORMS E-MAILED TO: [email protected] 08/18/2017 03:55 | | PM. | | | | 1B) 3RD REQUEST. NO ENGINEERING INTERNS. 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. | | | | 1C) 3D R REQUEST. THE CONTRACTOR WILL PRODUCE A JOB | | SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION. | | | | 1D) 3RD REQUEST. NOTE 2 PAPER SETS OF PLANS WERE | | SUBMITTED. | | | | 1E) BUILDING PROVISO: 2014 WEST PALM BEACH AMENDMENTS | | TO THE FLORIDA BUILDING CODE, CHAPTER 1, | | ADMINISTRATION, 110.3.9 AND GUIDELINES AND POLICIES FOR | | PROJECTS CONCERNING RESIDENT INSPECTORS. COMMENT # 14. | | 3 COPIES OF ALL SHOP DRAWINGS (HANDRAILS, PRECAST JOINT | | AND SLABS, PRODUCT APPROVALS, TRUSSES, BAR JOIST, ETC.) | | MUST BE SUBMITTED TO THE BUILDING DEPARTMENT. TWO | | REVIEWED SETS OF DOCUMENTS WILL BE RETURNED TO THE JOB | | SITE BEFORE ANY OF THE ABOVE ARE INSTALLED ON THE JOB. | | | | 1F) BUILDING PROVISO: PLEASE CALL THE CITY OF WEST PALM | | BEACHS AUTOMATED TELEPHONE INSPECTIONS LINE (561) | | 805-6700) FOR IN-PROGRESS INSPECTIONS FOR AUDITING OF | | JOBSITE INSPECTIONS. | | | | JAMES A. WITMER BN, PX, CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES | | DEPARTMENT | | 401 CLEMATIS ST. | | WEST PALM BEACH. FL 33402 | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | | | |
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Review Stop |
THRESHOLD |
THRESHOLD INSPECTOR DOCUMENTS |
Rev No |
1 |
Status |
F |
Date |
2017-11-01 |
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Sent By |
jwitmer |
Date |
2017-11-01 |
Time |
14:18 |
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jwitmer |
Date |
2017-11-01 |
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14:18 |
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2017-11-01 14:19:35 | THIS IS NOT A THRESHOLD BUILDING. IT IS A RESIDENT | | INSPECTOR. | | 2014 FBC- BUILDING PLAN REVIEW | | W. P. B. PERMIT: 17071006 | | ADD: 4375 EASLEY DR. / EAST CENTRAL WATER RECLAMATION | | FACILITY | | PROCESS WATER SYSTEM PROJECT | | CONT: TBD/ TO BE DETERMINED | | TEL: 561-835-7406 | | E-MAIL: [email protected] | | | | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH | | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, | | ADMINISTRATION | | | | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. | | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND | | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE | | FLORIDA BUILDING CODE, BUILDING. | | | | 2ND REVIEW | | DATE: MON. OCT.30/2017 | | ACTION: DENIED | | | | RESIDENT INSPECTOR REQUIRED. (3) SETS OF PLANS. | | 2014 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 | | 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR | | METHODS OF CONSTRUCTION | | | | 1A) 2ND REQUEST. RESIDENT INSPECTOR FORMS MUST BE | | SIGNED BY ALL PARTIES NOTARIZED AND RETURNED TO THE | | BUILDING DEPARTMENT BEFORE PERMIT ISSUANCE. | | FORMS E-MAILED TO: [email protected] 08/18/2017 03:55 | | PM. | | | | 1B) 2ND REQUEST. 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. | | | | 1C) 2ND R REQUEST. THE CONTRACTOR WILL PRODUCE A JOB | | SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION. | | | | 1D) COMPLETED. NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS | | ARE REQUIRED. | | | | 1E) BUILDING PROVISO: 2014 WEST PALM BEACH AMENDMENTS | | TO THE FLORIDA BUILDING CODE, CHAPTER 1, | | ADMINISTRATION, 110.3.9 AND GUIDELINES AND POLICIES FOR | | PROJECTS CONCERNING RESIDENT INSPECTORS. COMMENT # 14. | | 3 COPIES OF ALL SHOP DRAWINGS (HANDRAILS, PRECAST JOINT | | AND SLABS, PRODUCT APPROVALS, TRUSSES, BAR JOIST, ETC.) | | MUST BE SUBMITTED TO THE BUILDING DEPARTMENT. TWO | | REVIEWED SETS OF DOCUMENTS WILL BE RETURNED TO THE JOB | | SITE BEFORE ANY OF THE ABOVE ARE INSTALLED ON THE JOB. | | | | 1F) BUILDING PROVISO: PLEASE CALL THE CITY OF WEST PALM | | BEACHS AUTOMATED TELEPHONE INSPECTIONS LINE (561) | | 805-6700) FOR IN-PROGRESS INSPECTIONS FOR AUDITING OF | | JOBSITE INSPECTIONS. | | | | JAMES A. WITMER BN, PX, CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES | | DEPARTMENT | | 401 CLEMATIS ST. | | WEST PALM BEACH. FL 33402 | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | | | |
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2017-08-28 |
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2017-08-28 |
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