Plan Review Details - Permit 15100827
Plan Review Stops For Permit 15100827
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2016-12-01 Cont ID  
Sent By jwitmer Date 2016-12-01 Time 07:30 Rev Time 0.00
Received By jwitmer Date 2016-11-30 Time 16:25 Sent To  
Notes
2016-12-01 07:36:35BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15100827
 ADD: 111 S. SAPODILLA AVE.
 CONT: THE WEITZ CO.
 TEL: (561)686-5511
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 3RD REVIEW
 DATE: THURS. DEC. 01/2016
 ACTION:BUILDING PROVISO
  
 1) BUILDING PROVISO/ DEFERRED SUBMITTALS: 2010 FBC-B
 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF
 PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE
 PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS. SWING & OVERHEAD GARAGE DOOR.
 (C) WALL LOUVERS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 BUILDING PROVISO: 107.3.4.1 THOSE PRODUCTS WHICH ARE
 REGULATED BY DCA RULE 9N-3SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 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 2 Status F Date 2016-05-12 Cont ID  
Sent By jwitmer Date 2016-05-12 Time   Rev Time 0.00
Received By jwitmer Date 2016-05-12 Time   Sent To  
Notes
2016-05-12 16:58:46BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15100827
 ADD: 111 S. SAPODILLA AVE.
 CONT: THE WEITZ CO.
 TEL: (561)686-5511
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2ND REVIEW
 DATE: THURS. MAY 12/2016
 ACTION: DENIED
  
 1) SHEET G.01/ COVERSHEET:
  
 1A-D) COMPLIED
  
 1E) 2ND REQUEST. SHEET G.01/ COVERSHEET NOR SHEET A100
 THE SITE PLAN SHOW AN ASSUMED PROPERTY LINE TO THE EAST
 OR WEST OF THE BUILDING FOR FIRE RESISTANCE RATING
 REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE
 SEPARATION FBC-B TABLE 601 & ALLOWABLE OPENINGS FOR
 UNPROTECTED, NON-SPRINKLERED BUILDINGS FBC-B TABLE
 705.8 .
 406.5.6 FIRE SEPARATION DISTANCE. EXTERIOR WALLS AND
 OPENINGS IN EXTERIOR WALLS SHALL COMPLY WITH TABLES 601
 AND 602. THE DISTANCE TO AN ADJACENT LOT LINE SHALL BE
 DETERMINED IN ACCORDANCE WITH TABLE 602 AND SECTION
 705.
  
 2) THIS BUILDING IS A 4 STORY/ 4 TIER BUILDING.
 THRESHOLD BUILDING FL S. S. 553.71(7) ?THRESHOLD
 BUILDING" MEANING ANY BUILDING WHICH IS GREATER THAN
 (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH HAS AN
 ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN
 AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 2A) 2ND REQUEST. 109.3.6.1 THRESHOLD INSPECTION PLAN.
 THE ENFORCING AGENCY SHALL REQUIRE A (WRITTEN/ TYPED)
 SPECIAL INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON
 A THRESHOLD BUILDING PURSUANT TO A STRUCTURAL
 INSPECTION PLAN PREPARED BY THE ENGINEER OF RECORD. THE
 STRUCTURAL INSPECTION PLAN MUST BE SUBMITTED TO THE
 ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A THRESHOLD BUILDING.
 THE PURPOSE OF THE STRUCTURAL INSPECTION PLAN IS TO
 PROVIDE SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO
 THAT THE BUILDING CAN BE ADEQUATELY INSPECTED FOR
 COMPLIANCE WITH THE PERMITTED DOCUMENTS.
  
 2B) COMPLIED. THRESHOLD INSPECTION FORMS.
  
 2C)COMPLIED. FIRE-SAFETY STANDARDS AS DETERMINED BY THE
 LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 2D) 2ND REQUEST. FOR THE SPECIAL 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'.
  
 2E) 2ND REQUEST. THE CONTRACTOR WILL PRODUCE A JOB
 SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION
  
 2F) COMPLIED. 3 SETS OF DOCUMENTS.
  
 2G) NOTICE ONLY. PLEASE CALL THE CITY OF WEST PALM
 BEACH?S AUTOMATED TELEPHONE INSPECTIONS LINE (561)
 805-6700) FOR ALL BUILDING INSPECTIONS FOR AUDITING OF
 JOBSITE INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN
 6 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.
  
 2H) NOTICE ONLY. 109.3.6 THRESHOLD BUILDINGS, OPERATING
 GUIDELINES FOR THRESHOLD INSPECTORS #26. ASSURE THAT
 THE DESIGNER HAS REQUIRED ON THE PLANS OR
 SPECIFICATIONS ONE MATERIAL, APPROVED FOR FIRE STOPPING
 PENETRATIONS, FOR WALLS AND CEILINGS.
  
 3) COMPLIED. 2014 FBC-B 406.5.8 STANDPIPE SYSTEM
  
 4-6) COMPLIED
  
 7) 2ND REQUEST. RESPONSE INDICATES SEE SHEET S.002
 SPECS 13-31-36 FOR FABRIC AWNINGS. THE HEADING 13-31
 (1) (A-F) ARE REQUIRED SHOP DRAWINGS, FABRIC AWNINGS
 WERE NOT INCLUDED IN THIS LIST.
 SHEET AP.46 DETAIL # 2,3 & 4 SHOWS AWNINGS, THERE IS NO
 DETAIL AS TO MATERIAL AND OR FRAMEWORK FOR THE AWNINGS
 NOR WIND DESIGN CRITERIA? 2014 FBC-B FABRIC AWNINGS IN
 COMPLIANCE WITH 3105.4 OR RIGID AWNINGS IN COMPLIANCE
 WITH 3105.5?
  
 8) BUILDING PROVISO/ DEFERRED SUBMITTALS: 2010 FBC-B
 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF
 PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE
 PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS. SWING & OVERHEAD GARAGE DOOR.
 (C) WALL LOUVERS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 9) BUILDING PROVISO: 107.3.4.1 THOSE PRODUCTS WHICH ARE
 REGULATED BY DCA RULE 9N-3SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 10) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & 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 CANNOT 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 B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-11-13 Cont ID  
Sent By jwitmer Date 2015-11-13 Time 14:28 Rev Time 0.00
Received By jwitmer Date 2015-11-13 Time 06:25 Sent To  
Notes
2015-11-13 14:28:19BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15100827
 ADD: 111 S. SAPODILLA AVE.
 CONT: THE WEITZ CO.
 TEL: (561)686-5511
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
  
 1ST REVIEW
 DATE: FRI. NOV. 13/2015
 ACTION: DENIED
  
 1) SHEET G.01/ COVERSHEET:
  
 1A) THE CITY ADDRESSING RECORDS AS WELL AS PALM BEACH
 COUNTY PROPERTY APPRAISERS OFFICE FOR PCN:
 74-43-43-21-30-001-0000 LISTS THIS SITE ADDRESS AS 111
 S. SAPODILLA AVE. PLEASE CORRECT THE ADDRESS ON ALL THE
 PLANS.
  
 1B) CONSTRUCTION TYPE: LISTED AS A TYPE II-B BUILDING
 OPEN
  
 1B)(1) THE PLANS DO NOT INDICATE HOW MANY SQ. FT. ARE
 IN TIERS. 2014 FBC-B TABLE 406.5.4.
  
 1B)(2) THE PLANS DO NOT PROVIDE THE AREA OF OPENNESS
 REQUIRED TO CONSIDER THIS STRUCTURE AS AN OPEN PARKING
 GARAGE PER SECTION 2014 FBC-B 406.5.2 PLEASE PROVIDE.
 SHEET AP.20 PROVIDES CALCULATIONS FOR THE OPENINGS IN
 THE EXTERIOR WALL. WHAT THE EXTERIOR WALL CALCULATIONS
 DOES NOT PROVIDE SEE SHEET AP.46 WALL SECTIONS WITH
 FIXED LOUVERS AND SCREEN PANELS. PLEASE PROVIDE FROM
 THE MANUFACTURERS OF BOTH THE FIXED LOUVER AND SCREEN
 WHAT THE NET FREE AREA WOULD BE FOR EACH OPENING. THERE
 WILL BE A REDUCTION FOR THE LOUVER AS WELL AS THE
 SCREEN PLEASE PROVIDE THE NEW WALL OPENING SIZES WITH
 THE DOUBLE REDUCTION PROVIDING A NET CLEAR OPENING,
 PERCENTAGE OF WALL VERSES OPENING.
  
 1B)(3) SHEET AP.20 DOES PROVIDE THE CALCULATIONS FOR
 THE EXTERIOR WALL, TO BE RECALCULATED BUT DOES NOT
 PROVIDE THE CALCULATION FOR THE INTERIOR WALL. 2014
 FBC-B 406.5.2. INTERIOR WALLS SHALL BE NOT LESS THAN 20
 PERCENT OPEN WITH UNIFORMLY DISTRIBUTED OPENINGS.
  
 1C)(1) SHEET G.01/ COVERSHEET LIST THE HEIGHT UNLIMITED
 AND AREA AS UNLIMITED. PLEASE REVIEW TABLE 406.5.4.
 ONLY BUILDING TYPE IA ALLOWS FOR UNLIMITED HEIGHT AND
 UNLIMITED AREA PLEASE ADDRESS.
  
 1C)(2) IF THE DESIGNER OF RECORD IS CLAIMING UNLIMITED
 ALLOWABLE AREA AS PER CODE SECTION 406.5.5 PLEASE
 PROVIDE CALCULATIONS SHOWING COMPLIANCE.
  
 1D) SHEET G.01/ COVERSHEET LIST TABLE 601
 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING
 ELEMENTS
 LIST THE REQUIRED FIRE RATINGS FOR A BUILDING TYPE IB
 NOT A BUILDING TYPE IIB? ADDITIONAL INFORMATION
 REQUIRED DISCREPANCY IN PLANS. 107.2.1.3.
  
 ? 1E) SHEET G.01/ COVERSHEET NOR SHEET A100 THE SITE
 PLAN SHOW AN ASSUMED PROPERTY LINE TO THE EAST OR WEST
 OF THE BUILDING FOR FIRE RESISTANCE RATING REQUIREMENTS
 FOR EXTERIOR WALLS BASED ON FIRE SEPARATION FBC-B TABLE
 601 & ALLOWABLE OPENINGS FOR UNPROTECTED,
 NON-SPRINKLERED BUILDINGS FBC-B TABLE 705.8 .
 ? 406.5.6 FIRE SEPARATION DISTANCE. EXTERIOR WALLS AND
 OPENINGS IN EXTERIOR WALLS SHALL COMPLY WITH TABLES 601
 AND 602. THE DISTANCE TO AN ADJACENT LOT LINE SHALL BE
 DETERMINED IN ACCORDANCE WITH TABLE 602 AND SECTION
 705.
  
 2) THIS BUILDING IS A 4 STORY/ 4 TIER BUILDING.
 THRESHOLD BUILDING FL S. S. 553.71(7) ?THRESHOLD
 BUILDING" MEANING ANY BUILDING WHICH IS GREATER THAN
 (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH HAS AN
 ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN
 AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 2A) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING
 AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL
 INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A
 THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION
 PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL
 INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING
 AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
 THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE
 OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE
 SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT
 THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE
 WITH THE PERMITTED DOCUMENTS.
  
 2B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S
 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS
 REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS
 ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH
 INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND
 REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE
 PLACE. CONTACT KEN CONRAD MANAGER OF THE SPECIAL
 INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER
 INFORMATION BEFORE THE PERMIT MAY BE ISSUED.
  
 2C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B.
 AMENDMENT 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.
  
 2D) FOR THE SPECIAL 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]
  
 2E) 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]
  
 2F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE,
 PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING
 ISSUED, THE PERMIT LIBRARIAN WILL THEN 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 THRESHOLD INSPECTOR, THE OTHER FOR
 THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE
 IN BLACK & WHITE..
  
 2G) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL
 BUILDING INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6
 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.
  
 2H) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES
 FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER
 HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE
 MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR
 WALLS AND CEILINGS.
  
 3) SHEET AP5.1 SHOWS FROM THE GROUND FLOOR TO THE TOP
 FLOOR THERE IS MORE THAN 30 FEET, STANDPIPES ARE
 REQUIRED. 2014 FBC-B 406.5.8 STANDPIPE SYSTEM. AN OPEN
 PARKING GARAGE SHALL BE EQUIPPED WITH A STANDPIPE
 SYSTEM AS REQUIRED BY SECTION 905.3 .
  
 2014 FBC-B 905.3.1 HEIGHT. CLASS III STANDPIPE SYSTEMS
 SHALL BE INSTALLED THROUGHOUT BUILDINGS WHERE THE FLOOR
 LEVEL OF THE HIGHEST STORY IS LOCATED MORE THAN 30 FEET
 (9144 MM) ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT
 VEHICLE ACCESS, OR WHERE THE FLOOR LEVEL OF THE LOWEST
 STORY IS LOCATED MORE THAN 30 FEET (9144 MM) BELOW THE
 HIGHEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS.
  
 4) SHEET AP.53 DETAIL # 4:
  
 4A) THE TRIANGULAR AREA BETWEEN THE BOTTOM RAIL AND
 TREAD/ RISER MUST COMPLY WITH 2014 FBC-B OPENING
 LIMITATIONS, EXCEPTION # 2. THE TRIANGULAR OPENINGS AT
 THE OPEN SIDES OF A STAIR, FORMED BY THE RISER, TREAD
 AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE 6
 INCHES.
  
 4B) THE GUARDRAIL SYSTEM LEAVES A CLEAR SPACE BETWEEN
 RUNGS OF A 4 INCH CLEAR SPACE. 2014 FBC-B OPENING
 LIMITATIONS, REQUIRED GUARDS SHALL NOT HAVE OPENINGS
 WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN
 DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD
 HEIGHT.
  
 4C) NOTE, THE GUARDRAIL WILL NEED TO BE REDRAWN, PLEASE
 PROVIDE A DETAIL THAT WILL ALSO SHOW COMPLIANCE WITH
 2014 FBC-B OPENING LIMITATIONS EXCEPTION # 1 FROM A
 HEIGHT OF 36 INCHES (914 MM) TO 42 INCHES (1067 MM),
 GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A
 SPHERE 43/8 INCHES (111 MM) IN DIAMETER.
  
 5) SHEET AP.51 DETAIL # 1 AND SHEET AP.52 DETAIL # 2
 BOTH ALLOW A PERSON TO WALK BACK IN UNDER THE STAIRS,
 PLEASE PROVIDE COMPLIANCE WITH 2014 FBC-ACCESSIBILITY
 CODE SECTION 307.4 AND FIGURE 307.4.
  
 6A) SHEET AP.50 SHOWS DETAILS 1-4 WITH THE ELEVATOR
 CAR, PLEASE SHOW COMPLIANCE WITH 2014 FBC-B 3002.4
 ELEVATOR CARS ARE TO ACCOMMODATE AMBULANCE STRETCHER
 REQUIREMENTS. 24 INCHES X 76 INCHES WITH NOT LESS THAN
 5 INCH RADIUS CORNERS.
  
 6B) SHEET AP.50 ELEVATOR DETAILS ARE TO COMPLY WITH THE
 ELEVATOR CAR COMPLYING WITH THE AMBULANCE STRETCHER
 REQUIREMENT WILL ALSO BE IDENTIFIED BY THE
 INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES
 (STAR OF LIFE). THE SYMBOL SHALL NOT BE LESS THAN 3
 INCHES IN HEIGHT AND SHALL BE PLACED ON BOTH SIDES OF
 THE HOISTWAY DOOR FRAME. FBC-B 3002.4.
  
 7) SHEET AP.46 DETAIL # 2,3 & 4 SHOWS AWNINGS, THERE IS
 NO DETAIL AS TO MATERIAL AND OR FRAMEWORK FOR THE
 AWNINGS NOR WIND DESIGN CRITERIA? 2014 FBC-B FABRIC
 AWNINGS IN COMPLIANCE WITH 3105.4 OR RIGID AWNINGS IN
 COMPLIANCE WITH 3105.5?
  
 8) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING
  
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS. SWING & OVERHEAD GARAGE DOOR.
 (C) WALL LOUVERS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 9) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 10) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & 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 CANNOT 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 E ELECTRICAL
Rev No 2 Status P Date 2016-05-19 Cont ID  
Sent By mvaldes Date 2016-05-19 Time 12:57 Rev Time 0.00
Received By mvaldes Date 2016-05-19 Time 12:57 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-01-05 Cont ID  
Sent By albarran Date 2016-01-05 Time 14:23 Rev Time 0.00
Received By albarran Date 2016-01-04 Time 17:13 Sent To E
Notes
2016-01-05 14:24:25THE PLANS FOR THE ABOVE MENTIONED REVISION HAS BEEN
 REVIEWED FOR COMPLIANCE WITH THE EDITION OF THE NEC,
 (NATIONAL ELECTRICAL CODE), FIRE CODES AND THE FBC,
 (FLORIDA BUILDING CODE) AS WELL AS THE CITY OF WEST
 PALM BEACH AMENDMENTS IN EFFECT AT THE TIME OF
 SUBMITTAL. BELOW IS A LIST OF THE DEFICIENCIES NOTED.
  
 1. THE APPLICABLE NEC (NFPA 70) FOR THIS JOB IS THE
 2011 EDITION. CORRECT SHEET G01 ACCORDINGLY.
 2. YOU ARE IN ESSENCE PARALLELING THE GROUNDED
 CONDUCTOR WITH THE ADDITION OF THE #4 IN THE SERVICE
 RACEWAY IN VIOLATION OF THE REQUIREMENTS STATED IN NEC
 310.10(H)(2).
 3. ACCORDING TO NEC 250.66 THE MINIMUM GROUNDING
 ELECTRODE CONDUCTOR FOR THE 4/0 SERVICE CONDUCTORS IS A
 #2, NOT EVEN THE #4 INDICATED.
 4. PANEL GLP CKT 1 FACP SHALL COMPLY W/NEC 760.41(B).
 5. THE FACP IN THE ELECTRICAL ROOM APPEARS TO BE
 SELF-SUPPORTING IN THE CENTER OF THE ROOM. CORRECT AS
 REQUIRED.
 6. INSTALL THE REQUIRED EXIT LIGHTING AS INDICATED BY
 FBC-B SECTION 1011.
 7. THE WIND LOAD RATING FOR THE LIGHTING POLES ON THE
 TOP FLOOR SHALL BE 170 MPH.
 8. ALL FIRE ALARM WORK SHALL BE UNDER A SEPARATE PERMIT
 AND SUBMITTAL.
  
 WHEN RESUBMITTING, FOR A QUICKER RETURN ON YOUR
 RE-SUBMITTAL, YOU ARE REQUIRED TO PROVIDE A RESPONSE
 LETTER (NARRATIVE) ADDRESSING EACH ITEM ALONG WITH THE
 STANDARD CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE
 INSERT CORRECTED PAGES INTO THE SUBMITTAL PACKAGE. MARK
 VOID AND LEAVE THE PREVIOUSLY REVIEWED SHEETS FOR
 COMPARATIVE REVIEW. CLOUDING THE CHANGES WILL BE
 GREATLY APPRECIATED.
  
 IF YOU HAVE FURTHER QUESTIONS, PLEASE DON?T HESITATE TO
 CONTACT ME DIRECTLY.
  
 THANK YOU,
 MIKE ALBARRAN
 ELECTRICAL PLANS EXAMINER
 PH: 561-805-6746
  
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2016-12-01 Cont ID  
Sent By mgonzale Date 2016-12-01 Time   Rev Time 1.00
Received By mgonzale Date 2016-12-01 Time   Sent To I
Notes
2016-12-01 13:39:50PLANS HAVE BEEN SEEN THRU ENG REVIEW.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2016-05-24 Cont ID  
Sent By Mgonzale Date 2016-05-24 Time   Rev Time 1.00
Received By mgonzale Date 2016-05-24 Time   Sent To Z
Notes
2016-05-24 20:54:19SUBMIT REVISIONS AS PLANS SUBMITTED THRU ENGIEERING.
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 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
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2016-01-06 Cont ID  
Sent By Mgonzale Date 2016-01-06 Time   Rev Time 0.25
Received By mgonzale Date 2016-01-06 Time   Sent To I
Notes
2016-01-06 14:10:00UNDER REVIEW AT ENGINEERING SERVICES -
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 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
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 IMPORTANT MESSAGE: AS OF DECEMBER 20, 2015 THE CITY OF
 WEST PALM BEACH
 CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST BE LEAD
 FREE."
 FOR MORE INFORMATION REFER TO THE LINK BELOW:
 HTTP://WPB.ORG/WP-CONTENT/UPLOADS/2015/12/CROSS-CONNECT
 ION-MANUAL.PDF
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-05-02 Cont ID  
Sent By pleduc Date 2016-05-02 Time   Rev Time 0.00
Received By pleduc Date 2016-05-02 Time 12:23 Sent To  
Notes
2016-05-02 12:29:23THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 PLEASE CONSIDER THE FOLLOWING AS PROVISO:
  
 THESE PROVISO COMMENTS WILL BE VERIFIED AND CONFIRMED
 AT THE TIME OF FIRE INSPECTION. FAILURE TO FOLLOW THESE
 PROVISO COMMENTS WILL RESULT IN A FAILED FIRE
 INSPECTION.
  
 1) ALL PREVIOUS COMMENTS WERE ADDRESSED AND THE
 FOLLOWING IS STATED PER THE RESPONSE OF # 3.
  
 ANY AND ALL WORK ON THE FIRE ALARM AND FIRE SPRINKLER
 SYSTEMS SHALL BE DONE UNDER SEPARATE SHOP DRAWINGS BY
 CERTIFIED LIFE SAFETY CONTRACTORS.
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2015-10-30 Cont ID  
Sent By pleduc Date 2015-10-30 Time   Rev Time 0.00
Received By pleduc Date 2015-10-29 Time 10:30 Sent To  
Notes
2015-10-30 15:22:55THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1. SHEET AP .00, INDICATES UNPROTECTED AND UNSECURED
 AREAS AREAS OF EXIT BY THE STARIWAY EXITS AND
 ELEVATORS. NFPA 101 CHAPTER 7, MEANS OF EGRESS, 7.1.10
 MEANS OF EGRESS RELIABILITY, 7.1.10.1 GENERAL. MEANS OF
 EGRESS SHALL BE CONTINUOUSLY MAINTAINED FREE OF ALL
 OBSTRUCTION OR IMPEDIMENTS TO FULL INSTANT USE IN THE
 CASE OF FIRE OR OTHER EMERGENCY. THESE AREAS SHALL BE
 PROTECTED AGASIT VEHICLE TRAFFIC AND VEHICLE PARKING;
 ADDITIONALLY, FROM PEDSTRIAN GATHERING AT THE ELEVATOR
 AND STAIRWAYS, AS WELL AS, FIREFIGHTER OPERATIONS FROM
 THE STAIRWELL STANDPIPE OPERATIONS. THOSE AREAS SHALL
 BE PROTECTED BY 4' BOLLARDS AT 36" INCHES HIGH, 48" ON
 CENTER WITH REFELCTIVE MARKINGS.
  
  
 2. SHEET G.01, OR OTHER REFERENCE PAGE HAS NO
 INDICATION OF ELEVATOR SERVICE, NFPA 11.3 ELEVATORS,
 ESCALATORS, AND CONVEYORS, 11.3.1 FIRE FIGHTERS
 EMERGENCY OPERATIONS, 11.3.1.1 ALL NEW ELEVATORS SHALL
 CONFORM TO THE FIRE FIGHTERS EMERGCNEY OPERATIONS
 REQUIRMENTS OF ASME A17.1/CSA B44, SAFETY CODE FOR
 ELEVATORS AND ESCALATORS.
  
 3. SHEET G.01, OR OTHER REFERENCE PAGE HAS NO
 INDICATION. ALL LIFE SAFETY SYSTEMS WORK SHALL BE DONE
 THROUGH SEPARATE SHOP DRAWINGS BY A CERTIFIED LIFE
 SAFETY CONTRACTOR.
  
 4. SHEET EP- 101, EXIT SIGN LOCATIONS ARE NOT CLEARLY
 INDICATING THAT THEY CAN BE VISIBLE FORM ALL LOCATIONS
 ON EACH FLOOR. EXIT SIGNS SHALL BE LOCATED PER NFPA
 101, CHAPTER 7, 7.10 MARKING OF MEANS OF EGRESS,
 INCLUDING VISIBILITY, FLOOR PROXIMITY, MOUNTING,
 DIRECTIONAL, TACTILE.
  
 5. SHEET AP 52 - 53, EXIT STAIR LANDINGS GUARDS AND
 HANDRAILS SHALL BE MARKED PER NFPA 101, CHAPTER 7,
 7.2.2.5.5 THROUGH 7.2.2.5.5.3 .
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2017-01-10 Cont ID  
Sent By cpuell Date 2017-01-10 Time 14:38 Rev Time 0.00
Received By cpuell Date 2016-12-14 Time 09:02 Sent To  
Notes
2016-12-16 09:02:17C40
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-12-12 Cont ID  
Sent By lmarchan Date 2016-12-12 Time 09:53 Rev Time 0.00
Received By lmarchan Date 2016-11-04 Time 14:01 Sent To  
Notes
2016-11-07 14:01:29C40
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-06-17 Cont ID  
Sent By cpuell Date 2016-06-17 Time 09:13 Rev Time 0.00
Received By cpuell Date 2016-04-22 Time 10:09 Sent To  
Notes
2016-04-22 10:09:53C40
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-01-06 Cont ID  
Sent By skennedy Date 2016-01-06 Time 15:09 Rev Time 0.00
Received By skennedy Date 2015-10-22 Time 15:26 Sent To  
Notes
2015-10-22 15:26:23C40
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2015-11-13 Cont ID  
Sent By jwitmer Date 2015-11-13 Time 14:28 Rev Time 0.00
Received By jwitmer Date 2015-11-13 Time 14:28 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2016-12-28 Cont ID  
Sent By ccole Date 2016-12-28 Time 10:44 Rev Time 0.00
Received By ccole Date 2016-12-28 Time 10:44 Sent To  
Notes
2016-12-28 11:12:48MECHANICAL PROVISO
 12/28/16.
  
 1) THE MP-101 PLAN SHEET IN ONE OF THE SETS IS NOT
 SIGNED AND SEALED- PLEASE PROVIDE A SIGNED AND SEALED
 PLAN SHEET.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2016-11-10 Cont ID  
Sent By ccole Date 2016-11-10 Time 07:52 Rev Time 0.00
Received By ccole Date 2016-11-09 Time 18:18 Sent To  
Notes
2016-11-10 08:01:303RD REVIEW FBC-2014 MECHANICAL
 PERMIT #15100827
 11/10/16
  
 1) THE CODE SUMMARY ON THE COVER SHEET MP-101 INDICATES
 THE 1ST AND 2ND LEVELS OF THE GARAGE ARE ENCLOSED.
 REFER TO SHEET MP-101 AND REVISE THE PLAN TO SHOW THE
 REQUIRED EXHAUST SYSTEM ON LEVEL 2 PER SECTION 404.1.
  
 2) REFER TO TABLE 403.3 AND SECTION 404.2 AND PROVIDE
 EXHAUST VENTILATION CALCULATIONS ON THE PLAN FOR LEVELS
 1 & 2.
  
 3) 3RD REQUEST FOR AC COOLING AND HEATING CALCULATIONS
 FOR THE MINI-SPLIT SYSTEMS, 3RD REQUEST TO REMOVE THE
 MAIN COURTHOUSE ENERGY CALCS FROM THE FILE AND REPLACE
 WITH CALCS FOR THE GARAGE.
  
 4) 3RD REQUEST FOR: A) CONDENSATE DISPOSAL PLAN. B)
 NOA'S FOR THE LOUVERS. C) SPECS FOR THE CO AND NO2
 DETECTORS.
  
 5) TO HELP EXPEDITE THE REVIEW [PROCESS AND APPROVAL OF
 THE PLANS, PLEASE PROVIDE A RESPONSE NARRATIVE RESPONSE
 TO THESE COMMENTS FROM THE DESIGN PROFESSIONAL.
  
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT ME.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-05-05 Cont ID  
Sent By ccole Date 2016-05-05 Time 17:08 Rev Time 0.00
Received By ccole Date 2016-05-05 Time 17:08 Sent To  
Notes
2016-05-05 17:30:542ND REVIEW: FBC 2014 MECHANICAL
 PERMIT #15100827
 5/5/16
  
 SOME OF THE COMMENTS FROM THE 1ST REVIEW STILL EXIST
 AND SOME NEW ISSUES REGARDING THE RE-SUBMITTED PLANS
 HAVE COME ABOUT.
  
 1) AS PREVIOUSLY REQUESTED PLEASE PROVIDE THE FOLLOWING
 ITEMS: A) AC COOLING AND HEATING CALCULATIONS FOR THE
 NEW MINI-SPLIT SYSTEMS. B) WIND LOAD ENGINEERING FOR
 THE CONDENSER ON THE 2ND FLOOR C) CONDENSATE DISPOSAL
 FOR THE NEW AIR HANDLERS. D) ENERGY CALCULATIONS
 (PLEASE NOTE THE SUBMITTED ENERGY CALCULATIONS ARE FOR
 THE MAIN COURTHOUSE BUILDING).
 2) SHEET MP-101: PLEASE CORRECT NOTE #3 TO READ "SHALL
 NOT OPERATE BELOW MINIMUM FLOW OF 1700 CFM......."
 3) PROVIDE OPENING PROTECTION FOR EF-G-1 AND EF-G-2 IN
 COMPLIANCE WITH SECTION 501.3.2 FBC-14 MECHANICAL.
 4) INDICATE THE CLEARANCE HEIGHT FROM THE FINISHED
 FLOOR TO THE BOTTOM EDGES OF THE EXHAUST FANS, AIR
 HANDLERS, AND ALL OTHER MECHANICAL EQUIPMENT LOCATED IN
 THE GARAGES- SEE SECTION 304.3.
 5) SUBMIT MANUFACTURER'S SPECIFICATIONS AND
 INSTALLATION INSTRUCTIONS FOR THE CO AND NO2 DETECTORS
 WITH APPROVAL SIGNATURE BY THE ENGINEER OF RECORD.
 6) SUBMIT A FLORIDA PRODUCT APPROVAL AND/OR A
 MIAMI-DADE NOA FOR THE LOUVERS.
 7) REFER TO SECTIONS 401.4 AND 501.3.1 AND INDICATE
 WITH NOTES OR DETAILS THE REQUIRED CLEARANCE DISTANCE
 MEASUREMENTS FOR THE AIR INTAKES AND EXHAUST OUITLETS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-11-04 Cont ID  
Sent By ccole Date 2015-11-04 Time 15:00 Rev Time 0.00
Received By ccole Date 2015-11-04 Time 15:00 Sent To  
Notes
2015-11-04 15:35:541ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #15100827
 11/4/2015
  
 1) PROVIDE AC COOLING AND HEATING CALCULATIONS FOR THE
 DUCTLESS SPLIT SYSTEMS IN THE 1ST FLOOR ELECTRIC ROOM,
 AND THE 4TH FLOOR ELEVATOR MACHINE ROOM- SEE SECTION
 C403.2.1 FBC-14 ENERGY CONSERVATION.
 2) SHEET MP-101 & MP-102: INDICATE HOW THE 2ND AND 3RD
 FLOOR UNIDENTIFIED ROOMS ADJACENT TO THE ELEVATOR ARE
 BEING VENTILATED. THE DRAWINGS INDICATE DOORWAYS AND
 SOME TYPE OF EQUIPMENT IN THE ROOMS WHICH IS ALSO
 UNIDENTIFIED: PLEASE CLARIFY.
 3) ENERGY CALCULATIONS ARE REQUIRED PER SECTION C101.2
 FBC-14 ENERGY CONSERVATION. SEE SECTION C101.5 AND
 SUBMIT THE COMPLIANCE DOCUMENTS.
 4) SITE SPECIFIC WIND LOAD ENGINEERING IS REQUIRED FOR
 THE CONDENSERS INSTALLED IN THE OPEN GARAGE IN
 COMPLIANCE WITH SECTION 301,15. THE ENGINEER OF RECORD
 SHALL PROVIDE THE WIND LOAD DESIGN CRITERIA, DESIGN
 PRESSURES, AND DRAWINGS AND DETAILS FOR COMPLETE
 INSTALLATIONS.
 5) PROVIDE CONDENSATE DISPOSAL PLANS FOR THE TWO AIR
 HANDLERS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 4 Status P Date 2017-01-06 Cont ID  
Sent By gjohnson Date 2017-01-06 Time 10:48 Rev Time 0.00
Received By gjohnson Date 2017-01-06 Time 10:48 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2016-11-29 Cont ID  
Sent By gjohnson Date 2016-11-29 Time 09:57 Rev Time 0.00
Received By gjohnson Date 2016-11-29 Time 09:57 Sent To  
Notes
2016-11-29 09:57:093ND REVIEW: FBC 2014
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
 PLUMBING COMMENTS: 3RD REQUEST
  
 1. PROVIDE RISER DIAGRAM FOR STORM INCLUDING SQUARE
 FOOTAGE BEING DRAINED AND THE PITCH PIPE WILL BE
 INSTALLED. PER WPB AMEND.TO FBC 107.3.5.1.3(13)
  
 2. REFERRING TO PREVIOUS COMMENT #6 DID NOT COMPLY.
 PLEASE PROVIDE CIVIL DRAWING TO SEE CONTINUATION OFF
 3IN. LINE FROM SUMP AND THE 16IN, FROM STORM DRAIN. PER
 WPB AMEND.TO FBC 107.2.1
  
  
 3. PROVIDE THE SPECIFICATIONS SHEETS FROM MANUFACTURE,
 THE LETTER PROVIDED IS NOT FROM MANUFACTURE TWO COPIES.
 PER WPB AMEND.TO FBC 107.2.1
  
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2016-05-04 Cont ID  
Sent By gjohnson Date 2016-05-04 Time 12:19 Rev Time 0.00
Received By gjohnson Date 2016-05-04 Time 09:45 Sent To  
Notes
2016-05-04 12:35:002ND REVIEW: FBC 2014
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  
 1. PROVIDE RISER DIAGRAM OR DETAILS OF EMERGENCY /
 SECONDARY ROOF DRAIN OR SCUPPERS. PER FBC PL 1108.1
 SECONDARY (EMERGENCY OVERFLOW) DRAINS OR SCUPPERS.
 WHERE ROOF DRAINS ARE REQUIRED, SECONDARY (EMERGENCY
 OVERFLOW) ROOF DRAINS OR SCUPPERS SHALL BE PROVIDED
 WHERE THE ROOF PERIMETER CONSTRUCTION EXTENDS ABOVE THE
 ROOF IN SUCH A MANNER THAT WATER WILL BE ENTRAPPED IF
 THE PRIMARY DRAINS ALLOW BUILDUP FOR ANY REASON.
 AND SHALL COMPLY WITH FBC PL 1108.2 SEPARATE SYSTEMS
 REQUIRED.
 SECONDARY ROOF DRAIN SYSTEMS SHALL HAVE THE END POINT
 OF DISCHARGE SEPARATE FROM THE PRIMARY SYSTEM.
 DISCHARGE SHALL BE ABOVE GRADE, IN A LOCATION THAT
 WOULD NORMALLY BE OBSERVED BY THE BUILDING OCCUPANTS OR
 MAINTENANCE PERSONNEL.
  
 1108.3 SIZING OF SECONDARY DRAINS.
 SECONDARY (EMERGENCY) ROOF DRAIN SYSTEMS SHALL BE SIZED
 IN ACCORDANCE WITH SECTION 1106 BASED ON THE RAINFALL
 RATE FOR WHICH THE PRIMARY SYSTEM IS SIZED IN TABLES
 1106.2(1), 1106.2(2), 1106.3 AND 1106.6. SCUPPERS SHALL
 BE SIZED TO PREVENT THE DEPTH OF PONDING WATER FROM
 EXCEEDING THAT FOR WHICH THE ROOF WAS DESIGNED AS
 DETERMINED BY SECTION 1101.7. SCUPPERS SHALL HAVE AN
 OPENING DIMENSION OF NOT LESS THAN 4 INCHES (102 MM).
 THE FLOW THROUGH THE PRIMARY SYSTEM SHALL NOT BE
 CONSIDERED WHEN SIZING THE SECONDARY ROOF DRAIN SYSTEM.
  
  
 2. REFERRING TO PREVIOUS COMMENT #6 DID NOT COMPLY.
 PLEASE PROVIDE CIVIL DRAWING TO SEE CONTINUATION OFF
 3IN. LINE FROM SUMP AND THE 16IN, FROM STORM DRAIN. PER
 WPB AMEND.TO FBC 107.2.1
  
  
 3. PROVIDE THE SPECIFICATIONS SHEETS FROM MANUFACTURE,
 THE LETTER PROVIDED IS NOT FROM MANUFACTURE TWO COPIES.
 PER WPB AMEND.TO FBC 107.2.1
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-11-04 Cont ID  
Sent By tklarge Date 2015-11-04 Time 10:45 Rev Time 0.00
Received By tklarge Date 2015-11-03 Time 08:30 Sent To  
Notes
2015-11-03 15:27:001) SUBMIT A STORM DRAINAGE RISER DIAGRAM AND AN
 OVERFLOW DRAINAGE RISER DIAGRAM FOR REVIEW. SHOW THE
 SQUARE FOOT AREA DRAINED BY EACH DRAIN. HORIZONTAL
 STORM DRAIN PIPING SHALL BE SIZED IN ACCORDANCE WITH
 2014 FBC-PLUMBING TABLE 1106.3 AND THE VERTICAL
 CONDUCTORS & LEADERS SHALL BE SIZED IN ACCORDANCE WITH
 TABLE 1106.2 (1). INCLUDE 1/2 THE AREA OF ANY VERTICAL
 THAT DIVERTS RAINWATER TO THE ROOF IN THE SQUARE
 FOOTAGE CALCULATIONS. THE RAINFALL RATE TO BE USED IS 5
 INCHES FOR THE DESIGN.WPB AMEND. TO FBC 107.3.5.1.3.
 2) INDICATE THE SLOPE OF THE HORIZONTAL STORM DRAIN
 PIPING ON THE PLAN. COMPLY WITH TABLE 1106.3 FOR SLOPE
 AND SIZING REQS.
 3) SUBMIT TWO COPIES OF THE MANUFACTURER'S
 SPECIFICATIONS FOR THE STANCOR SYSTEM FOR THE ELEVATOR
 SUMP.WPB AMEND. TO FBC SEC. 107.2.1.
 4) SUBMIT A SANITARY RISERR DIAGRAM FOR THE PIPING/PUMP
 FOR THE ELEVATOR SUMP. WPB AMEND. TO FBC SEC.
 107.3.5.1.3.
 5) INDICATE ON THE PLAN IF THE 3 INCH PVC FORCE MAIN
 WILL BE RUN IN ITS ENTIRETY FROM THE PARKING GARAGE TO
 THE MANHOLE LOCATED IN PHASE II UNDER THIS PERMIT.
 6) PROVIDE OVERFLOW DRAINS/SCUPPERS FOR THE 4TH LEVEL
 PARKING AREA WHERE THE ROOF DRAINS ARE LOCATED IN
 ACCORDANCE WITH 2014 FBC-PLUMBING SEC.1108.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
  
  
  
Review Stop Z ZONING
Rev No 4 Status P Date 2017-01-10 Cont ID  
Sent By aaponte Date 2017-01-10 Time 13:13 Rev Time 0.00
Received By aaponte Date 2017-01-10 Time 11:51 Sent To  
Notes
2017-01-10 13:20:32PROVISO:
 1. A LANDSCAPE AND HARDSCAPE PERMIT SHALL BE SUBMITTED
 AND APPROVED BY THE CITY WITHIN 45 DAYS OF APPROVAL OF
 THE PARKING STRUCTURE BUILDING PERMIT.
 2. A MINIMUM 16 FEET SETBACK SHALL BE PROVIDED ALONG
 THE CLEMATIS STREET FRONTAGE AND DATURA STREET
 FRONTAGE.
 3. OPENINGS ON THE NORTH AND SOUTH ELEVATION SHALL
 INCLUDE A DECORATIVE GRILL.
 4. A SEPARATE PERMTI FOR THE AWNINGS SHALL BE SUBMITTED
 AND APPROVED BEFORE FINAL CO.
 5. A PARKING CALCULATION TABLE SHALL BE SUBMITTED AS A
 REVISION TO THIS PERMIT TO CONFIRM COMPLIANCE WITH
 TOTAL NUMBER OF PARKING SPACES FOR THE 4TH DISTRICT
 COURT AND THE OTHER BUILDINGS ON THE STATE BLOCK.
 6. PARKING STRIPING SHALL COMPLY WITH CITY STANDARDS.
 7. PARKING GARAGE ROOF/PARKING SHALL COMPLY WITH
 SCREENING REQUIREMENTS.
Review Stop Z ZONING
Rev No 3 Status F Date 2016-12-01 Cont ID  
Sent By aaponte Date 2016-12-01 Time 15:47 Rev Time 0.00
Received By aaponte Date 2016-12-01 Time 15:47 Sent To  
Notes
2016-12-01 15:48:39APPLICANT REQUESTED TO FAIL PERMIT TO PROCEED WITH
 RESUBMITTAL.
Review Stop Z ZONING
Rev No 2 Status F Date 2016-05-24 Cont ID  
Sent By aaponte Date 2016-05-24 Time 11:53 Rev Time 0.00
Received By aaponte Date 2016-05-24 Time 11:52 Sent To  
Notes
2016-05-24 11:53:021. PLEASE INCLUDE THE SURROUNDING SIDEWALK AND STREET
 IN THE SITE PLAN DRAWINGS.
 2.PLEASE INCLUDE A TABLE WITH THE REQUIRED PARKING
 SPACES FOR THE COURTHOUSE TO DEMONSTRATE COMPLIANCE
 WITH THE PARKING FOR THE ENTIRE SITE (DOH, DMS PLUS
 COURTHOUSE). PLEASE INCLUDE THE TOTAL COUNT OF COMPACT
 SPACES (SEC 94-486(N)(1)).
 3. PLEASE INLCUDE A TABLE IN THE SITE PLAN SHEET
 INDICATING THE FAR CALCULATIONS FOR THE ENTIRE SITE.
 4.THE MASONRY VENEER SHALL BE MAINTAINED AS PRESENTED
 AND APPROVED BY THE BOARD (NO STUCCO).
 5. PLEASE USE THE STANDARD TREE GRATE (US FOUNDRY 9590
 OR APPROVED EQUAL).
 6.PLEASE RELOCATE BIKE RACKS TO ONE OF THE PUBLIC OPEN
 SPACES AT THE CORNERS. PLEASE INCLUDE THE CALCULATION
 FOR THE BIKE RACK IN THE PARKING TABLE.
 7. PLEASE SUBMIT A HARDSCAPE DRAWINGS INDICATING ALL
 THE TREATMENTS ON THE EXTERIOR, AND THE STREET
 LIGHTING.
 8. PLEASE PROVIDE SPECS FOR THE MASONRY VENEER,
 INDICATING THE COLOR. ACCORDING TO THE DAC APPROVAL, "A
 DARKER COLOR LIMESTONE SHALL BE USED WITHIN THE
 VERTICAL ELEMENTS OF THE WINDOW, SIMILAR IN COLOR TO
 THE GLAZING. THE PILASTERS SHALL BE KEPT CONSISTENT AND
 LIGHTER IN COLOR".
 9. PLEASE PROVIDE DETAILS ON THE DUMPSTER ENCLOSURE AND
 ANY MECHANICAL ENCLOSURED. IN ADDITION TO A WALL OR
 OPAQUE FENCE A HEDGE IS REQUIRED.
 10.PLEASE LABEL ALL ELEVATIONS.
 11.PLEASE INDICATE THE ADDITIONAL ALLUMINUM FRAME
 ORIGINALLY PROPOSED FOR NORTH AND SOUTH GARAGE
 ELEVATIONS.
 12. PLEASE PROVIDE DETAILS FOR THE DESIGN OF THE
 REQUIRED GARDEN PLAZA BASED ON THE PUBLIC OPEN SPACE
 REGULATION.
 13. PLEASE PROVIDE DETAIL FOR THE STRUCTURAL SOIL
 REQUIRED AROUND THE TREE GRATES (5 FOOT AROUND THE
 GRATE ON EACH DIRECTION EXCEPT THE CURB LINE).
 14. PLEASE PROVIDE SCREENING HEDGE FOR GROUND MOUNTED
 UTILITY VALVES NEAR GARAGE ENTRANCE ON DATURA STREET.
 15. PLEASE LABEL THE TWO TREES ALONG THE GARAGE DATURA
 ELEVATION LOCATED BETWEEN PINK HIBISCUS AND THE PIGEUM
 PLUM.
 16. THE PROPOSED 6' HIGH PINK HIBISCUS DOES NOT COMPLY
 WITH THE DEFINITION OF A TREE. A TREE MUST BE ABLE TO
 GROW UP TO A MINIMUM OF 15 FEET.
 17. STREET TREES ALONG DATURA ST SHALL BE A MINIMUM OF
 14' OVERALL HEIGHT.
 18. PLEASE PROVIDE INFORMATION TO INDICATE HOW THE
 PROJECT INTENDS TO COMPLY WITH THE REGULATION REGARDING
 EXPOSED PARKING ON ROOF TOP GARAGE STRUCTURES.
 19. PLEASE REVIEW ALL THE COMMENTS PROVIDED BY THE
 DIFFERENT DISCIPLINES THROUGH THE SITE PLAN APPROVAL
 AND CONFIRM COMPLIANCE.
Review Stop Z ZONING
Rev No 1 Status F Date 2015-12-16 Cont ID  
Sent By aaponte Date 2015-12-16 Time 10:08 Rev Time 0.00
Received By aaponte Date 2015-12-16 Time 08:47 Sent To  
Notes
2015-12-16 11:41:381. LANDSCAPE SCREENING GARAGE ON DATURA IS DIFFERENT
 THAT APPROVED BY DAC.
 2. PEDESTRIAN ACCESS TO SOUTH STAIR IS DIFFERENT THAN
 PRESENTED TO DAC. IS THERE ANY REASON FOR NOT HAVING A
 DIRECT PATH? NEW DESIGN IS AFFECTING LANDSCAPE
 ORIGINALLY PROPOSED TO SCREEEN GARAGE.
 3. ARCHITECTURAL DRAWING A100 DOES NOT MATCH CIVIL AND
 LA DRAWINGS.
 4. PLEASE CHANGE TREE GRATE SPEC FOR A 4 BY 4 SIZE.
 5. 1ST FLOOR STAIR EXIT DOOR IS NOT INDICATED ON
 PARKING LEVEL 1.
 6. PLEASE RELOCATE THE PROPOSED BOLARDS ALONG THE CURB,
 ALIGNED WITH THE TREES. THE PURPOSE IS TO HAVE A CLEAR
 SIDEWALK FOR PEDESTRIANS.
 7. CORNER PLAZA DESIGNS SHALL START AT THE SAME LEVEL
 THATN THE SPECIALTY PAVER TREATMENT OF THE COURTHOURSE
 ENTRANCE (14' FROM THE BACKOF CURB). PLEASE CONSIDER
 THE STREET VIEW OF THE PROPOSED DESIGN.
 8. PLEASE CONFIRM THE PROPOSED UTILITY LINES ON THE
 NORTH AND SOUTH SIDE OF THE GARAGE ARE NOT GOING TO
 IMPACT THE PROPOSED LANDSCAPE ALONG THE NORTH AND SOUTH
 ELEVATIONS.
 9. THE SIDEWALK LEVEL SHALL BE MAINTAINED ACROSS THE
 GARAGE DRIVEWAY ENTRANCE.
 10. PLEASE SUBMIT A TREE ALTERATION PERMIT AND A
 SEPARATE LANDSCAPE PERMIT.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
2015-10-28 18:08:3610/28/15


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved