Plan Review Details - Permit 16040977
Plan Review Stops For Permit 16040977
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2017-01-12 Cont ID  
Sent By jwitmer Date 2017-01-12 Time 13:36 Rev Time 0.00
Received By jwitmer Date 2017-01-10 Time 06:57 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2016-11-10 Cont ID  
Sent By jwitmer Date 2016-11-10 Time 14:37 Rev Time 0.00
Received By jwitmer Date 2016-11-10 Time 11:44 Sent To  
Notes
2016-11-10 14:34:15BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16040977
 ADD: 4510 GEORGIA AVE.
 CONT: OVERLAND CONSTRUCTION CO.
 TEL: 561-683-3210
 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: THURS. NOV. 10/ 2016
 ACTION: DENIED
  
 1) CONTRACTOR: PLEASE PROVIDE 2 PERMIT APPLICATIONS
 SINCE THERE WILL BE 2 BUILDINGS BEING BUILT AT THE SAME
 TIME. SPIT THE ASSOCIATED COST TO REFLECT THE SQUARE
 FOOTAGE FOR EACH BUILDING. PLEASE NOTE THIS REQUEST IS
 FOR INSPECTION PURPOSES , TO BE ABLE TO KEEP RECORDS
 FOR BOTH THE NORTH BUILDING AND SOUTH BUILDING AS WELL
 AS FOR RECORD RETENTION PURPOSES.
 107.2.1. THE BUILDING OFFICIAL MAY ESTABLISH THROUGH
 DEPARTMENTAL POLICY, OTHER STANDARDS FOR PLANS AND
 SPECIFICATIONS, IN ORDER TO PROVIDE CONFORMITY TO ITS
 RECORD RETENTION PROGRAM. THIS POLICY MAY INCLUDE SUCH
 THINGS AS MINIMUM SIZE, SHAPE, CONTRAST, CLARITY, OR
 OTHER ITEMS RELATED TO RECORDS MANAGEMENT.
  
 2)3RD REQUEST, NOTE 2 REPORTS SUBMITTED BOTH ARE
 COPIES. PLANS, SPECIFICATIONS, REPORTS OR OTHER
 DOCUMENTS PREPARED BY THE DESIGN PROFESSIONAL AND BEING
 FILED FOR PUBLIC RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED TO THE
 DOCUMENT.
 FL ADMIN CODE 61G15-23.002 ENGINEERS
 EFFECTIVE DATE 05/06/2009. (2)(A) EVERY SHEET OF PLANS
 AND PRINTS WHICH MUST BE SEALED UNDER THE PROVISIONS OF
 CHAPTER 471, F.S., SHALL BE SEALED, SIGNED AND DATED BY
 THE PROFESSIONAL ENGINEER IN RESPONSIBLE CHARGE.
  
 1ST ROUND OF COMMENTS. THIS REVIEW THERE HAS BEEN NO
 SOILS REPORT SUBMITTED FOR THIS SITE. 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.
  
 3) 3RD REQUEST. THE COVERSHEET SHOWS BUILD TYPE AS A 5B
 AND AN F2 OCCUPANCY. OCCUPANTS LOADS:
 NORTH BUILDING 3394/ 100 (F2 TABLE 1004.1.2.)= 4
 OCCUPANTS.
 SOUTH BUILDING 4248/100 (F2 TABLE 1004.1.2.)= 5
 OCCUPANTS.
 PLEASE MAKE CORRECTIONS.
  
 4)3RD ROUND COMMENT. NOTICE TO CONTRACTOR. THE DESIGNER
 OF RECORD IT APPEARS WOULD LIKE THIS PERMIT TO BE A
 STRUCTURE ONLY PERMIT TO GET THE BUILDINGS STARTED. WE
 HAVE NOT SEEN THE COMPONENTS AND CLADDING FOR THE
 BUILDING (WALLS AND ROOFING) SO THE BUILDING PERMIT
 CANNOT BE ISSUED BUT WITH THE SCOPE OF THE PERMIT BEING
 A STRUCTURE ONLY PERMIT THE FEES TRANSFERRED FOR THE
 STRUCTURE ONLY IT MAY BE ABLE TO GET THE PERMIT OUT
 EARLIER.
 1ST ROUND COMMENT. SHEET 12 OF 13 WILL NEED TO SHOW
 COMPLIANCE WITH 2014 FBC-ENERGY CODE 402.1 C402.1
 GENERAL (PRESCRIPTIVE). THE BUILDING THERMAL ENVELOPE
 SHALL COMPLY WITH SECTION C402.1.1. SECTION C402.1.2
 SHALL BE PERMITTED AS AN ALTERNATIVE TO THE R-VALUES
 SPECIFIED IN SECTION C402.1.1.
  
 5-6) COMPLIED RESIDENT INSPECTOR.
  
 7A) COMPLIED. RESIDENT INSPECTOR FORMS MUST BE SIGNED
 BY ALL PARTIES NOTARIZED AND RETURNED TO THE BUILDING
 DEPARTMENT. FORMS WERE E-MAILED TO:
 [email protected] 5/17/16 03:03PM.
  
 7B) 3RD 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. '
  
 7C) 3RD REQUEST. THE CONTRACTOR WILL PRODUCE A JOB
 SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 7D) 3RD REQUEST. FOR ALL RESIDENT INSPECTOR BUILDINGS 3
 SETS OF DOCUMENTS ARE REQUIRED PLANS SHOP DRAWINGS AND
 PRODUCT APPROVALS.
  
 7E) NOTICE ONLY NO ACTION REQUIRED AT THIS TIME. PLEASE
 CALL THE CITY OF WEST PALM BEACHS AUTOMATED TELEPHONE
 INSPECTIONS LINE (561) 805-6700) FOR IN-PROGRESS
 INSPECTIONS FOR AUDITING OF JOBSITE INSPECTIONS AS WELL
 AS KEEPING THE PERMIT ALIVE (CURRENT) INSPECTIONS
 WITHIN A 6 MONTH PERIOD.
  
 8A) 3RD REVIEW CYCLE TO DATE NO PRODUCT APPROVALS HAVE
 BEEN SUBMITTED FOR THE ROOF OR WALL SYSTEMS.
  
 1ST REVIEW COMMENTS. 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. SUBMITTED NOA 13-1217.16
 EXPIRED.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, METAL PANEL WALL SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES METAL ROOFING
 PANELS
 (E) SHUTTERS
 (G) PRE-ENGINEERED A/C STANDS
  
  
 8B) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 9) 3RD REQUEST. SHEET 2 O 13 INDICATES THE WIND DESIGN
 CRITERIA IS NOT GIVEN THE ASSOCIATED PRESSURES ARE
 GIVEN.
 WINDOW AND DOOR PRESSURES ARE LISTED AS +30,4/ -33.5
 BUT THE SQUARE FOOTAGE OF THE OPENING IS NOT GIVEN. THE
 PRESSURES APPEAR TO BE FOR EXPOSURE B, 10 SQ. FT. 15
 FT. MEAN ROOF HEIGHT.
 THE ROOF PRESSURES IN ROOF ZONE 1 APPEAR TO BE IN VULT
 AND THE PRESSURES IN ZONES 2 & 3 APPEAR TO BE IN VASD.
 2014 FBC-B 1603.1.4 WIND DESIGN DATA.
  
 10A-C) SEMI-COMPLIED, THE COLD-FORMED STEEL LIGHT-FRAME
 BUILDING SUBMITTED DEAN STEEL BUILDING SHOP DRAWINGS
 AND CONSTRUCTION STANDARDS. NO PRODUCT APPROVALS FOR
 THE ROOF AND WALL PANELS.
 10D) 3RD REQUEST. TO DATE THERE HAS BEEN ROOFING NOR
 WALL PANEL PRODUCT APPROVALS SUBMITTED. 2211.5 FLOOR
 AND ROOF SYSTEM DESIGN. FRAMING FOR FLOOR AND ROOF
 SYSTEMS IN BUILDINGS SHALL BE DESIGNED IN ACCORDANCE
 WITH EITHER AISI S210 OR AISI S100.
 2007AISI S100 D6.2.1(A) STRENGTH (RESISTANCE) OF
 STANDING SEAM ROOFING PANEL SYSTEM. PROVIDE
 CALCULATIONS FOR THE ROOFING AND WALL PANEL SYSTEMS.
 IDENTIFY WHICH SYSTEM IS BEING INSTALLED AND GAUGE OF
 THE MATERIAL.
  
  
 10E) COMPLIED. 2211.6 LATERAL DESIGN. LIGHT-FRAME SHEAR
 WALLS, DIAGONAL STRAP BRACING .
  
 11-12) COMPLIED ACCESSIBLE RESTROOM.
 .
  
 13) COMPLIED. ACCESSIBLE STALL PARKING SPACE. ADVISORY
 502.3.3 MARKING.
 14) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 15) 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.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2016-08-17 Cont ID  
Sent By jwitmer Date 2016-08-17 Time 14:58 Rev Time 0.00
Received By jwitmer Date 2016-08-17 Time 10:20 Sent To  
Notes
2016-08-17 14:58:42BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16040977
 ADD: 4510 GEORGIA AVE.
 CONT: OVERLAND CONSTRUCTION CO.
 TEL: 561-683-3210
 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: WED. AUGUST 17/2016
 ACTION: DENIED
  
 1A) 2ND REQUEST. PLEASE PROVIDE 2 PERMIT APPLICATIONS
 SINCE THERE WILL BE 2 BUILDINGS BEING BUILT AT THE SAME
 TIME. SPIT THE ASSOCIATED COST TO REFLECT THE SQUARE
 FOOTAGE FOR EACH BUILDING. PLEASE NOTE THIS REQUEST IS
 FOR INSPECTION PURPOSES , TO BE ABLE TO KEEP RECORDS
 FOR BOTH THE NORTH BUILDING AND SOUTH BUILDING AS WELL
 AS FOR RECORD RETENTION PURPOSES.
 107.2.1. THE BUILDING OFFICIAL MAY ESTABLISH THROUGH
 DEPARTMENTAL POLICY, OTHER STANDARDS FOR PLANS AND
 SPECIFICATIONS, IN ORDER TO PROVIDE CONFORMITY TO ITS
 RECORD RETENTION PROGRAM. THIS POLICY MAY INCLUDE SUCH
 THINGS AS MINIMUM SIZE, SHAPE, CONTRAST, CLARITY, OR
 OTHER ITEMS RELATED TO RECORDS MANAGEMENT.
  
 1B) NEW COMMENT. THE PERMIT APPLICATION INDICATES THE
 ADDRESS OF 4510 GEORGIA AVE. AND THE PC.N.
 74-43-44-04-13-000-0730. PLEASE NOTE 4510 GEORGIA IS
 UNDER THE PCN 74-43-44-04-13-000-0820. THE ADDRESS OF
 4510 GEORGIA AVE. ALREADY HAS A BUILDING ON THIS SITE.
 THE LOT TO THE SOUTH 4600 GEORGIA AVE.
 PCN 74-43-44-04-13-000-0730 IS A VACANT LOT THIS IS
 ALSO THE PCN NUMBER LISTED ON THE PERMIT APPLICATION
 PLEASE CORRECT THE PERMIT APPLICATION TO THE CORRECT
 ADDRESS.
  
 1C) NEW COMMENT, THE COMMENT RESPONSE TO THE ORIGINAL
 COMMENT # 4 INDICATES THAT MESSLER & ASSOCIATES ARE
 RESPONSIBLE FOR ONLY THE FOLLOWING WORK, BUILDING
 FOUNDATION, PLUMBING & ELECTRICAL AS IN COMMON WITH THE
 PRE-ENGINEERED METAL BUILDING. THERE NEEDS TO BE ONE
 DESIGN PROFESSIONAL IN CHARGE OF THE WHOLE PROJECT.
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE. 107.3.4.1 GENERAL. WHEN IT IS
 REQUIRED THAT DOCUMENTS BE PREPARED BY A REGISTERED
 DESIGN PROFESSIONAL, THE BUILDING OFFICIAL SHALL BE
 AUTHORIZED TO REQUIRE THE OWNER TO ENGAGE AND DESIGNATE
 ON THE BUILDING PERMIT APPLICATION A REGISTERED DESIGN
 PROFESSIONAL WHO SHALL ACT AS THE REGISTERED DESIGN
 PROFESSIONAL IN RESPONSIBLE CHARGE. IF THE
 CIRCUMSTANCES REQUIRE, THE OWNER SHALL DESIGNATE A
 SUBSTITUTE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL PERFORM THE DUTIES
 REQUIRED OF THE ORIGINAL REGISTERED DESIGN PROFESSIONAL
 IN RESPONSIBLE CHARGE.
  
 2) 2ND REQUEST. THE RESPONSE NARRATIVE INDICATES THAT
 THE SOILS REPORTS WERE INCLUDED IN THIS SUBMITTAL
 PACKAGE, THERE WERE NO SOILS REPORTS INCLUDED!!!! THIS
 REVIEW THERE HAS BEEN NO SOILS REPORT SUBMITTED FOR
 THIS SITE. 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.
  
 3) 2ND REQUEST. SHEET 2 OF 13 HAS THE WIND DESIGN
 CRITERIA BUT NO OTHER PLAN REVIEW CRITERIA FOR
 COMMERCIAL BUILDINGS.
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR
 BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 3A) COMPLIED. OCCUPANCY GROUP. F2.
  
 3B) 2ND REQUEST. MINIMUM TYPE OF CONSTRUCTION SHALL BE
 DETERMINED (SEE TABLE 503). PROVIDE SQ. FT. OF
 EACH BUILDING.
  
 3C) 2ND REQUEST. FIRE-RESISTANT CONSTRUCTION
 REQUIREMENTS SHALL INCLUDE THE FOLLOWING COMPONENTS:
 .
 3C)(1) 2ND REQUEST. FIRE-RESISTANT SEPARATIONS.
 REQUIRES SURVEY OF THE LOCATION OF THE PROPOSED
 BUILDING LOCATIONS. NOTE FBC-B TABLE 602 5 FT TO 10FT
 FOR ALL OCCUPANCIES EXCEPT H WILL REQUIRE 1 HOUR FIRE
 RATING, H OCCUPANCY REQUIRES 2 HOUR FIRE RATING.
  
 3C)(2) 2ND REQUEST. FIRE-RESISTANT PROTECTION FOR TYPE
 OF CONSTRUCTION FBC-B TABLE 601
  
 3C)(3) 2ND REQUEST. PROTECTION OF OPENINGS AND
 PENETRATIONS OF RATED WALLS FBC-B TABLE
  
 3D) 2ND REQUEST. OCCUPANCY LOAD/EGRESS REQUIREMENTS
 SHALL INCLUDE:
 OCCUPANCY LOAD 2014 FBC-B TABLE 1004.1.2 GROSS OR NET
  
 3E) MEANS OF EGRESS 2014 FBC-B CHAPTER 10
 EXIT SIGNS FBC-B 1011.1.
 EXIT DISCHARGE PLEASE PROVIDE A SITE PLAN SHOWING THE
 EXIT DISCHARGE TO THE PUBLIC WAY. FBC-B 1027.1.
  
 3E) WIND REQUIREMENTS/ WIND DESIGN CRITERIA IS FOUND ON
 SHEET 2 OF 13.
 THE WIND DESIGN CRITERIA IS GIVEN THE 170 VULT/ 132
 VASD, EXPOSURE C .
 3E)(1) THE WIND VELOCITY REFERS TO THE RESIDENTIAL CODE
 R301.2.1 PLEASE NOTE THIS DESIGN IS TO BE FROM THE 2014
 FBC-B B 1603.1.4 WIND DESIGN DATA.
 MISSING: 2. RISK CATEGORY.
 MISSING: 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT
 PRESSURE SHOULD BE TAKEN AT MEAN ROOF HEIGHT
 OF 20 FEET.
 PRESSURES GIVEN NEGATIVE PRESSURES ROOF ZONE 1 THE
 -67.33 IS IN VULT ALL ROOF ZONES TAKEN @ 10 SQ. FT.
 ZONE 2 & 3 ARE IN VASD TAKEN @ 10 SQ. FT.
 WALL ZONE 4 IN VASD ARE LOW @ 10 SQ. FT.
  
 3E)BUILDING ENVELOPE/ STRUCTURAL CALCULATIONS (STEEL
 BUILDING) WILL NEED TO REVIEW THE STEEL BUILDING SET OF
 PLANS TO VERIFY THE MWFRS / COMPONENTS AND CLADDING
 PRODUCT APPROVALS FOR WALLS AND ROOF PANELS.
  
 4) 2ND REQUEST. SHEET 12 OF 13 WILL NEED TO SHOW
 COMPLIANCE WITH 2014 FBC-ENERGY CODE 402.1 C402.1
 GENERAL (PRESCRIPTIVE). THE BUILDING THERMAL ENVELOPE
 SHALL COMPLY WITH SECTION C402.1.1. SECTION C402.1.2
 SHALL BE PERMITTED AS AN ALTERNATIVE TO THE R-VALUES
 SPECIFIED IN SECTION C402.1.1.
  
 5) 2ND REQUEST. PLEASE NOTE THIS IS A STEEL BOLTABLE
 BUILDING THAT WILL REQUIRE A RESIDENT INSPECTOR.
 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:
 (7). FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION.
 SUCH INSPECTORS SHALL BE ADEQUATELY PRESENT AT TIMES
 WORK IS UNDERWAY ON THE STRUCTURAL
 ELEMENTS OF THE BUILDING. SUCH INSPECTORS SHALL BE A
 REGISTERED ARCHITECT, OR ENGINEER, OR A
 PERSON LICENSED UNDER CHAPTER 468, PART XII, FLORIDA
 STATUTES. SUCH INSPECTORS SHALL SUBMIT
 WEEKLY PROGRESS REPORTS INCLUDING THE DAILY INSPECTIONS
 TO THE BUILDING OFFICIAL, AND INCLUDING A
 CODE COMPLIANCE OPINION OF THE RESIDENT INSPECTOR.
 RESIDENT INSPECTOR FORMS E-MAILED TO:
 [email protected] 08/17/2016 2:00PM.
  
 5A) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL
 PARTIES NOTARIZED AND RETURNED TO THE BUILDING
 DEPARTMENT. FORMS WERE E-MAILED TO:
 [email protected] 5/17/16 03:03PM.
  
 5B) 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. '
  
 5C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 5D) FOR ALL RESIDENT INSPECTOR BUILDINGS 3 SETS OF
 DOCUMENTS ARE REQUIRED PLANS SHOP DRAWINGS AND PRODUCT
 APPROVALS.
  
 5E) PLEASE CALL THE CITY OF WEST PALM BEACHS AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
 IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS AS WELL AS KEEPING THE PERMIT ALIVE
 (CURRENT) INSPECTIONS WITHIN A 6 MONTH PERIOD.
  
 6A) 2ND REQUEST. 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. SUBMITTED NOA 13-1217.16
 EXPIRED.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, METAL PANEL WALL SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES METAL ROOFING
 PANELS
 (E) SHUTTERS
 (G) PRE-ENGINEERED A/C STANDS
  
  
 6B) 2ND REQUEST. 107.3.4.1 THOSE PRODUCTS WHICH ARE
 REGULATED BY DCA RULE 9N-3 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 7) SEE COMMENT 3E. 2ND REQUEST. SHEET 2 O 13 INDICATES
 THE WIND DESIGN CRITERIA IS NOT GIVEN THE ASSOCIATED
 PRESSURES ARE GIVEN.
 WINDOW AND DOOR PRESSURES ARE LISTED AS +30,4/ -33.5
 BUT THE SQUARE FOOTAGE OF THE OPENING IS NOT GIVEN. IT
 IS ASSUMED THESE PRESSURES ARE IN VASD.
 THE ROOF PRESSURES 1 & 2 APPEAR TO BE IN VASD, ZONE 3
 PRESSURES ARE LOW.
 2014 FBC-B 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
  
 7.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 7.2. RISK CATEGORY.
  
 7.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
  
 7.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 7.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
 M2).
  
 7.6 MEAN ROOF HEIGHT.
  
 8)2ND REQUEST!!!!!!!! PLEASE PROVIDE THE SHOP DRAWINGS&
 CALCULATIONS FOR THE COLD-FORMED STEEL LIGHT-FRAME
 BUILDING.
 THIS PERMIT CAN NOT BE ISSUED UNTIL THE STEEL SHOP
 DRAWINGS ARE SUBMITTED TO THE BUILDING DEPARTMENT FOR
 REVIEW. STEEL BUILDINGS CAN BE DESIGNED UNDER AISI AND
 IT IS CRITICAL WE SEE THE LAYOUT OF THE GIRTS/PURLINS/
 WALL PANELS, ROOF PANELS AND ANY ASSOCIATED CLIP SYSTEM
 OF THE MANUFACTURER. THE ROOFING SYSTEM PANEL WIDTH,
 AND TYPE OF INTERLOCK BETWEEN PANELS.
 8A) 2211.2 HEADER DESIGN. HEADERS, INCLUDING BOX AND
 BACK- TO-BACK HEADERS, AND DOUBLE AND SINGLE L-HEADERS
 SHALL BE DESIGNED IN ACCORDANCE WITH AISI S212 OR AISI
 S100.
  
 8B) 2211.3 TRUSS DESIGN. COLD-FORMED STEEL TRUSSES
 SHALL BE DESIGNED IN ACCORDANCE WITH AISI S214,
 SECTIONS 2211.3.1 THROUGH 2211.3.4 AND ACCEPTED
 ENGINEERING PRACTICE.
  
 8C) 2211.4 WALL STUD DESIGN. WALL STUDS SHALL BE
 DESIGNED IN ACCORDANCE WITH EITHER AISI S211 OR AISI
 S100.
  
 8D) 2211.5 FLOOR AND ROOF SYSTEM DESIGN. FRAMING FOR
 FLOOR AND ROOF SYSTEMS IN BUILDINGS SHALL BE DESIGNED
 IN ACCORDANCE WITH EITHER AISI S210 OR AISI S100.
 2007AISI S100 D6.2.1(A) STRENGTH (RESISTANCE) OF
 STANDING SEAM ROOFING PANEL SYSTEM. PROVIDE
 CALCULATIONS FOR THE ROOFING AND WALL PANEL SYSTEMS.
 IDENTIFY WHICH SYSTEM IS BEING INSTALLED AND GAUGE OF
 THE MATERIAL.
  
  
 8E) 2211.6 LATERAL DESIGN. LIGHT-FRAME SHEAR WALLS,
 DIAGONAL STRAP BRACING THAT IS PART OF A STRUCTURAL
 WALL AND DIAPHRAGMS USED TO RESIST WIND, SEISMIC AND
 OTHER IN-PLANE LATERAL LOADS SHALL BE DESIGNED IN
 ACCORDANCE WITH AISI S213.
  
 9)2ND REQUEST. SHEET 4 OF 13 SHOWS THE ACCESSIBLE
 RESTROOM WITH THE BACK WALL MEASUREMENT OF 6FT. PLEASE
 SHOW COMPLIANCE WITH 2014 FBC-ACCESS. CODE 604.3.1.
 CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES
 (1525 MM) MINIMUM MEASURED PERPENDICULAR FROM THE SIDE
 WALL AND 56 INCHES (1420 MM) MINIMUM MEASURED
 PERPENDICULAR FROM THE REAR WALL.
  
 10) 2ND REQUEST. THE RESPONSE INDICATES RESTROOM
 ELEVATIONS TO BE FOUND ON SHEET 12, SHEET 12 SHOWS
 SECTION DETAILS OF EXTERIOR WALLS. PLEASE SHOW
 ELEVATION VIEWS OF THE RESTROOM FOR THE OTHER
 ACCESSIBLE ELEMENTS IN THE RESTROOM. 2014 ACCESS. CODE
 SEE CHAPTER 6. 604.5 GRAB BARS, BACKING & 606
 LAVATORIES.
  
 11) THE SITE PLAN WILL NEED TO SHOW ACCESSIBLE PARKING
 SPACES THAT WILL MEET THE W. P. B. ACCESSIBLE STALL
 PARKING SPACE. ADVISORY 502.3.3 MARKING. THE METHOD AND
 COLOR OF MARKING ARE NOT SPECIFIED BY THESE
 REQUIREMENTS BUT MAY BE ADDRESSED BY STATE OR LOCAL
 LAWS OR REGULATIONS. BECAUSE THESE REQUIREMENTS PERMIT
 THE VAN ACCESS AISLE TO BE AS WIDE AS A PARKING SPACE,
 IT IS IMPORTANT THAT THE AISLE BE CLEARLY MARKED.
  
 12) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 13) 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.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-05-09 Cont ID  
Sent By cthroop Date 2016-05-09 Time 09:36 Rev Time 0.00
Received By jwitmer Date 2016-05-17 Time 16:40 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-05-17 Cont ID  
Sent By gearl Date 2016-05-02 Time 08:40 Rev Time 0.00
Received By jwitmer Date 2016-05-17 Time 14:08 Sent To  
Notes
2016-05-17 15:28:32 
  
 BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16040977
 ADD: 4510 GEORGIA AVE.
 CONT: OVERLAND CONSTRUCTION CO.
 TEL: 561-683-3210
 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: TUES. MAY 17/2016
 ACTION: DENIED
  
 1) PLEASE PROVIDE 2 PERMIT APPLICATIONS SINCE THERE
 WILL BE 2 BUILDINGS BEING BUILT AT THE SAME TIME. SPIT
 THE ASSOCIATED COST TO REFLECT THE SQUARE FOOTAGE FOR
 EACH BUILDING. PLEASE NOTE THIS REQUEST IS FOR
 INSPECTION PURPOSES , TO BE ABLE TO KEEP RECORDS FOR
 BOTH THE NORTH BUILDING AND SOUTH BUILDING AS WELL AS
 FOR RECORD RETENTION PURPOSES.
 107.2.1. THE BUILDING OFFICIAL MAY ESTABLISH THROUGH
 DEPARTMENTAL POLICY, OTHER STANDARDS FOR PLANS AND
 SPECIFICATIONS, IN ORDER TO PROVIDE CONFORMITY TO ITS
 RECORD RETENTION PROGRAM. THIS POLICY MAY INCLUDE SUCH
 THINGS AS MINIMUM SIZE, SHAPE, CONTRAST, CLARITY, OR
 OTHER ITEMS RELATED TO RECORDS MANAGEMENT.
  
 2) THIS REVIEW THERE HAS BEEN NO SOILS REPORT SUBMITTED
 FOR THIS SITE. 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.
  
 3) SHEET 2 OF 13 HAS THE WIND DESIGN CRITERIA BUT NO
 OTHER PLAN REVIEW CRITERIA FOR COMMERCIAL BUILDINGS.
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR
 BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 OCCUPANCY GROUP AND SPECIAL OCCUPANCY REQUIREMENTS
 SHALL BE DETERMINED.
 MINIMUM TYPE OF CONSTRUCTION SHALL BE DETERMINED (SEE
 TABLE 503).
 FIRE-RESISTANT CONSTRUCTION REQUIREMENTS SHALL INCLUDE
 THE FOLLOWING COMPONENTS:
 NOTE FBC-B TABLE 602 5 FT TO 10FT FOR ALL OCCUPANCIES
 EXCEPT H WILL REQUIRE 1 HOUR FIRE RATING, H OCCUPANCY
 REQUIRES 2 HOUR FIRE RATING.
 FIRE-RESISTANT SEPARATIONS
 FIRE-RESISTANT PROTECTION FOR TYPE OF CONSTRUCTION
 PROTECTION OF OPENINGS AND PENETRATIONS OF RATED WALLS
 OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE:
 OCCUPANCY LOAD
 GROSS
 NET
 MEANS OF EGRESS
 EXIT ACCESS
 EXIT
 EXIT DISCHARGE
 WIND REQUIREMENTS
 BUILDING ENVELOPE
 STRUCTURAL CALCULATIONS (STEEL BUILDING)
  
 4) SHEET 12 OF 13 WILL NEED TO SHOW COMPLIANCE WITH
 2014 FBC-ENERGY CODE 402.1 C402.1 GENERAL
 (PRESCRIPTIVE). THE BUILDING THERMAL ENVELOPE SHALL
 COMPLY WITH SECTION C402.1.1. SECTION C402.1.2 SHALL BE
 PERMITTED AS AN ALTERNATIVE TO THE R-VALUES SPECIFIED
 IN SECTION C402.1.1.
  
 5) PLEASE NOTE THIS IS A STEEL BOLTABLE BUILDING THAT
 WILL REQUIRE A RESIDENT INSPECTOR. 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:
 (7). FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION
  
 SUCH INSPECTORS SHALL BE ADEQUATELY PRESENT AT TIMES
 WORK IS UNDERWAY ON THE STRUCTURAL
 ELEMENTS OF THE BUILDING. SUCH INSPECTORS SHALL BE A
 REGISTERED ARCHITECT, OR ENGINEER, OR A
 PERSON LICENSED UNDER CHAPTER 468, PART XII, FLORIDA
 STATUTES. SUCH INSPECTORS SHALL SUBMIT
 WEEKLY PROGRESS REPORTS INCLUDING THE DAILY INSPECTIONS
 TO THE BUILDING OFFICIAL, AND INCLUDING A
 CODE COMPLIANCE OPINION OF THE RESIDENT INSPECTOR.
  
 7A) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL
 PARTIES NOTARIZED AND RETURNED TO THE BUILDING
 DEPARTMENT. FORMS WERE E-MAILED TO:
 [email protected] 5/17/16 03:03PM.
  
 7B) 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. '
  
 7C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 7D) FOR ALL RESIDENT INSPECTOR BUILDINGS 3 SETS OF
 DOCUMENTS ARE REQUIRED PLANS SHOP DRAWINGS AND PRODUCT
 APPROVALS.
  
 7E) 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 AS WELL AS KEEPING THE PERMIT ALIVE
 (CURRENT) INSPECTIONS WITHIN A 6 MONTH PERIOD.
  
 8A) 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. SUBMITTED NOA 13-1217.16
 EXPIRED.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, METAL PANEL WALL SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES METAL ROOFING
 PANELS
 (E) SHUTTERS
 (G) PRE-ENGINEERED A/C STANDS
  
  
 8B) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 9) SHEET 2 O 13 INDICATES THE WIND DESIGN CRITERIA IS
 NOT GIVEN THE ASSOCIATED PRESSURES ARE GIVEN.
 WINDOW AND DOOR PRESSURES ARE LISTED AS +30,4/ -33.5
 BUT THE SQUARE FOOTAGE OF THE OPENING IS NOT GIVEN. IT
 IS ASSUMED THESE PRESSURES ARE IN VASD.
 THE ROOF PRESSURES 1 & 2 APPEAR TO BE IN VASD, ZONE 3
 PRESSURES ARE LOW.
 2014 FBC-B 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
  
 9.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 9.2. RISK CATEGORY.
  
 9.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
  
 9.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 9.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
 M2).
  
 9.6 MEAN ROOF HEIGHT.
  
 10) PLEASE PROVIDE THE SHOP DRAWINGS& CALCULATIONS FOR
 THE COLD-FORMED STEEL LIGHT-FRAME BUILDING.
 10A) 2211.2 HEADER DESIGN. HEADERS, INCLUDING BOX AND
 BACK- TO-BACK HEADERS, AND DOUBLE AND SINGLE L-HEADERS
 SHALL BE DESIGNED IN ACCORDANCE WITH AISI S212 OR AISI
 S100.
  
 10B) 2211.3 TRUSS DESIGN. COLD-FORMED STEEL TRUSSES
 SHALL BE DESIGNED IN ACCORDANCE WITH AISI S214,
 SECTIONS 2211.3.1 THROUGH 2211.3.4 AND ACCEPTED
 ENGINEERING PRACTICE.
  
 10C) 2211.4 WALL STUD DESIGN. WALL STUDS SHALL BE
 DESIGNED IN ACCORDANCE WITH EITHER AISI S211 OR AISI
 S100.
  
 10D) 2211.5 FLOOR AND ROOF SYSTEM DESIGN. FRAMING FOR
 FLOOR AND ROOF SYSTEMS IN BUILDINGS SHALL BE DESIGNED
 IN ACCORDANCE WITH EITHER AISI S210 OR AISI S100.
 2007AISI S100 D6.2.1(A) STRENGTH (RESISTANCE) OF
 STANDING SEAM ROOFING PANEL SYSTEM. PROVIDE
 CALCULATIONS FOR THE ROOFING AND WALL PANEL SYSTEMS.
 IDENTIFY WHICH SYSTEM IS BEING INSTALLED AND GAUGE OF
 THE MATERIAL.
  
  
 10E) 2211.6 LATERAL DESIGN. LIGHT-FRAME SHEAR WALLS,
 DIAGONAL STRAP BRACING THAT IS PART OF A STRUCTURAL
 WALL AND DIAPHRAGMS USED TO RESIST WIND, SEISMIC AND
 OTHER IN-PLANE LATERAL LOADS SHALL BE DESIGNED IN
 ACCORDANCE WITH AISI S213.
  
 11) SHEET 4 OF 13 SHOWS THE ACCESSIBLE RESTROOM WITH
 THE BACK WALL MEASUREMENT OF 6FT. PLEASE SHOW
 COMPLIANCE WITH 2014 FBC-ACCESS. CODE 604.3.1.
 CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES
 (1525 MM) MINIMUM MEASURED PERPENDICULAR FROM THE SIDE
 WALL AND 56 INCHES (1420 MM) MINIMUM MEASURED
 PERPENDICULAR FROM THE REAR WALL.
  
 12) PLEASE SHOW ELEVATION VIEWS OF THE RESTROOM FOR THE
 OTHER ACCESSIBLE ELEMENTS IN THE RESTROOM.
 2014 ACCESS. CODE SEE CHAPTER 6. 604.5 GRAB BARS,
 BACKING & 606 LAVATORIES.
  
 13) THE SITE PLAN WILL NEED TO SHOW ACCESSIBLE PARKING
 SPACES THAT WILL MEET THE W. P. B. ACCESSIBLE STALL
 PARKING SPACE. ADVISORY 502.3.3 MARKING. THE METHOD AND
 COLOR OF MARKING ARE NOT SPECIFIED BY THESE
 REQUIREMENTS BUT MAY BE ADDRESSED BY STATE OR LOCAL
 LAWS OR REGULATIONS. BECAUSE THESE REQUIREMENTS PERMIT
 THE VAN ACCESS AISLE TO BE AS WIDE AS A PARKING SPACE,
 IT IS IMPORTANT THAT THE AISLE BE CLEARLY MARKED.
  
 14) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 15) 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
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
2016-05-05 10:44:46WRONG INSPECTION CODE APPLIED IN SYSTEM
2016-05-02 08:34:29 
  
2016-05-02 08:32:57 
  
  
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2016-12-29 Cont ID  
Sent By rlecky Date 2016-12-29 Time 11:39 Rev Time 0.00
Received By rlecky Date 2016-12-29 Time 10:26 Sent To  
Notes
2016-12-29 11:45:45THIS APPLICATION INVOLVES TWO BUILDINGS. A SEPERATE
 ELECTRICAL PERMIT IS REQUIRED FOR EACH BUILDING. RL
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2016-11-03 Cont ID  
Sent By mvaldes Date 2016-11-03 Time 10:39 Rev Time 0.00
Received By mvaldes Date 2016-11-03 Time 08:26 Sent To  
Notes
2016-11-03 10:38:53JOB PERMIT NUMBER: 16040977
 JOB ADDRESS: 4510 GEORGIA
 WEST PALM BEACH FLORIDA
 DATE: NOVEMBER 3, 2016
  ELECTRICAL PLAN REVIEW COMMENTS
  
 - THE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH NEC
 2011, (NATIONAL ELECTRICAL CODE) AND FBC 2014, (FLORIDA
 BUILDING CODE) AS WELL AS THE CITY OF WEST PALM BEACH
 AMENDMENTS. PREVIOUS ELECTRICAL COMMENTS HAVE BEEN
 ADDRESSED HOWEVER; PLEASE SEE BELOW A LIST OF NEW ITEMS
 NOTED.
  
 1] CLARIFY IF EMERGENCY LIGHTS ARE COMBO EXIT LIGHTS AS
 WELL AND RE-CONFIGURE ELECTRICAL LEGEND SCHEDULE TO
 CORRELATE FLOOR PLAN SYMBOL. FBC-1011 EXIT LIGHT
 REQUIRED (SHOW COMPLIANCE).
  
 2] SOUTH BUILDING ELECTRICAL RISER DIAGRAM SHOWS A 250
 AMP FUSE DISCONNECT PROTECTING A 200 AMP PANELBOARD.
 THIS IS A VIOLATION OF NEC 408.36 WHICH STATES THAT THE
 PANELBOARD SHALL BE PROTECTED BY AN OVERCURRENT
 PROTECTIVE DEVICE NOT GREATER THAN THAT OF THE
 PANELBOARD BUS RATING. PLEASE CORRECT ACCORDINGLY.
  
 3] PROVIDE FPL AVAILABLE FAULT CURRENT LETTER AND
 DEMONSTRATE AIC CALCULATIONS TO VERIFY SHORT CIRCUIT
 RATINGS OF THE ELECTRICAL EQUIPMENT. NEC 110.24,
 110.10, 110.9 (SHOW COMPLIANCE)
  
 4] ADD A BLOCK NOTE FOR THE ARC-FLASH HAZARD WARNING
 LABEL ON ELECTRICAL EQUIPMENT LIKELY TO REQUIRE SERVICE
 WHILE ENERGIZED. THE FIELD MARK SHALL BE SUITABLE FOR
 THE ENVIRONMENT INVOLVED PER NEC 110.16.
  
 - PLEASE REVISE YOUR DRAWINGS TO REFLECT THE ABOVE
 MENTIONED ITEMS. WHEN RESUBMITTING, FOR A QUICKER
 RETURN ON YOUR RE-SUBMITTAL, PROVIDE A RESPONSE LETTER
 (NARRATIVE) ADDRESSING EACH ITEM. CLOUDING THE CHANGES
 WILL BE GREATLY APPRECIATED. IF YOU HAVE FURTHER
 QUESTIONS, PLEASE DON'T HESITATE TO CONTACT ME
 DIRECTLY.
  
 3RD REVIEW FBC 2014 5TH ED. NEC 2011
 MARIO VALDES
 ELECTRICAL PLAN EXAMINER
 561-805-6713
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2016-08-11 Cont ID  
Sent By albarran Date 2016-08-11 Time 18:34 Rev Time 0.00
Received By albarran Date 2016-08-11 Time 17:24 Sent To  
Notes
2016-08-11 18:35:542ND ELECTRICAL REVIEW NOTES
 REVIEWED FOR COMPLIANCE WITH:
 5TH EDITION FBC 2014 & NFPA 70 2011 (NEC)
  
 PROJECT NAME: GENERAL LAND ACRES
 JOB ADDRESS: 4510 GEORGIA AVE.
 DESCRIPTION: NEW WAREHOUSE BLDGS.
 MASTER PERMIT: 16040977
  
 BELOW ARE COMMENTS RELATED TO THE FAILED ELECTRICAL
 REVIEW:
  
 CORRECTIONS REQUIRED:
 1. NEC 600.5 REQUIRED BRANCH CIRCUIT. EACH COMMERCIAL
 BUILDING AND EACH COMMERCIAL OCCUPANCY ACCESSIBLE TO
 PEDESTRIANS SHALL BE PROVIDED WITH AT LEAST ONE 20 AMP
 DEDICATED OUTLET IN AN ACCESSIBLE LOCATION AT EACH
 ENTRANCE TO EACH TENANT SPACE FOR SIGN OR OUTLINE
 LIGHTING. SIGN OUTLET MISSING ON EACH OF THE FOUR
 DOORS.
  
 COMMENT: AS INDICATED ABOVE, EACH ENTRANCE SHALL BE
 PROVIDED WITH A SIGN OUTLET; AT THIS TIME THE TWO
 CENTER DOORS ARE STILL MISSING THE REQUIRED OUTLET.
  
 2. NEC 422.31. PERMANENTLY CONNECTED APPLIANCE OF OVER
 300 VA OR 1/8 HP REQUIRES A DISCONNECT WITHIN SIGHT OF
 THE APPLIANCE. DISCONNECTS REQUIRED FOR THE TANKLESS
 WATER HEATERS.
 COMMENT: SATISFIED
  
 3. NEC 406.9(B) RECEPTACLES IN WET LOCATIONS. 15 AND 20
 AMPERE, 125 AND 250 VOLT RECEPTACLES INSTALLED IN A WET
 LOCATION SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF
 WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. ALL
 15 AND 20 AMPERE, 125 AND 250 VOLT NONLOCKING
 RECEPTACLES SHALL BE LISTED WEATHER-RESISTANT TYPE
 "WR".
  
 COMMENT: THIS CAN BE ADDRESSED WITH A BLOCK NOTE, IN
 ADDITION TO THE WEATHER-PROOF COVERS; THE CODE NOW
 REQUIRES THAT THE DEVICE ITSELF BE LISTED WEATHER
 RESISTANT ?WR?.
  
 4. NEC 408.4 CIRCUIT DIRECTORY REQUIRED. YOU SHALL
 SUBMIT SITE SPECIFIC PANEL SCHEDULES.
 COMMENT: SATISFIED
  
 5. NEC 215.5 YOU SHALL PROVIDE SITE SPECIFIC LOAD CALCS
 ALONG WITH THE RISER DIAGRAM.
  
 COMMENT: SATISFIED
  
 6. FBC-B1006.1 MEANS OF EGRESS ILLUMINATION REQUIRED.
 THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE,
 SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE
 SERVED BY THE MEANS OF EGRESS ARE OCCUPIED. THIS HOLDS
 TRUE NOT ONLY FOR THE INTERIOR SPACE BUT FOR THE MEANS
 OF EGRESS MENTIONED LATER WITH PARKING LOT
 ILLUMINATION.
 COMMENT: IN ADDITION TO THE INTERIOR EXIT LIGHTING, PER
 FBC-B 1006.1 YOU SHALL PROVIDE ILLUMINATION FOR THE
 EXIT DISCHARGE. THIS IS THE PATH BETWEEN THE EXIT
 DOORWAY AND THE PUBLIC WAY.
  
 7. FBC-E C405.2.2. PROVIDE AUTOMATIC LIGHTING SHUTOFF
 AS REQUIRED BY CODE.
  
 COMMENT: SATISFIED
  
 8. FBC-E C405.5. INTERIOR LIGHTING POWER REQUIREMENTS.
 A BUILDING COMPLIES WITH THIS SECTION IF ITS TOTAL
 CONNECTED LIGHTING POWER CALCULATED UNDER SECTION
 C405.5.1 IS NO GREATER THAN THE INTERIOR LIGHTING POWER
 CALCULATED UNDER SECTION C405.5.2. PROVIDE A LIGHTING
 POWER DENSITY CHART TO SHOW COMPLIANCE. THIS APPLIES TO
 BOTH BLDGS. PROVIDE A LIGHTING POWER DENSITY CHART.
  
 COMMENT: SATISFIED
  
 9. YOUR NOTES MENTION AN ABSTRACT REFERENCE TO THE
 CURRENT CODE. YOU SHALL INCLUDE THE APPLICABLE CODE ON
 THE PLANS.
  
 COMMENT: SATISFIED
  
 10. YOUR NOTE B MAKES REFERENCE TO THE FBC- ENERGY BUT
 THE FLOOR PLAN DOES NOT SHOW OR MEET THE REQUIREMENTS.
  
 COMMENT: ACCEPTED DEFERRED SUBMITTAL
  
 11. YOU WILL NEED TO COMPLY WITH THE CITY AMENDMENTS
 FOR PARKING LOT LIGHTING AND THE ENERGY CODE
 REQUIREMENTS FOR SAME.
  
 COMMENT: YOU MIGHT HAVE BEEN APPROVED WITHOUT PARKING
 LOT LIGHTING, BUT THE ILLUMINATION OF THE EXIT
 DISCHARGE IS A LIFE SAFETY ISSUE.
  
 12. DECIDE WHERE WILL THE PARKING LOT LIGHTING BE
 POWERED FROM. DECIDE IF THERE WILL BE A HOUSE PANEL OR
 WILL THE LOAD BE EVENLY DIVIDED AMONGST THE BLDGS.
  
 COMMENT: THIS MAY BE A MOOT ISSUE WHEN ADDRESSING
 PARKING LOT LIGHTING, BUT THE SAME WOULD APPLY FOR
 COMMON AREA LIGHTING OF THE EXIT DISCHARGE.
  
 WHEN RESUBMITTING, FOR A QUICKER RETURN ON YOUR
 RE-SUBMITTAL, PLEASE PROVIDE A RESPONSE LETTER
 (NARRATIVE) ADDRESSING EACH ITEM AND THE PAGE NUMBER
 WHERE THE CORRECTIONS APPEAR 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
 EMAIL: [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-05-04 Cont ID  
Sent By albarran Date 2016-05-04 Time 20:02 Rev Time 0.00
Received By albarran Date 2016-05-04 Time 17:53 Sent To  
Notes
2016-05-04 20:03:101ST ELECTRICAL REVIEW NOTES
 REVIEWED FOR COMPLIANCE WITH:
 5TH EDITION FBC 2014 & NFPA 70 2011 (NEC)
  
 CORRECTIONS REQUIRED:
 1. NEC 600.5 REQUIRED BRANCH CIRCUIT. EACH COMMERCIAL
 BUILDING AND EACH COMMERCIAL OCCUPANCY ACCESSIBLE TO
 PEDESTRIANS SHALL BE PROVIDED WITH AT LEAST ONE 20 AMP
 DEDICATED OUTLET IN AN ACCESSIBLE LOCATION AT EACH
 ENTRANCE TO EACH TENANT SPACE FOR SIGN OR OUTLINE
 LIGHTING. SIGN OUTLET MISSING ON EACH OF THE FOUR
 DOORS.
 2. NEC 422.31. PERMANENTLY CONNECTED APPLIANCE OF OVER
 300 VA OR 1/8 HP REQUIRES A DISCONNECT WITHIN SIGHT OF
 THE APPLIANCE. DISCONNECTS REQUIRED FOR THE TANKLESS
 WATER HEATERS.
 3. NEC 406.9(B) RECEPTACLES IN WET LOCATIONS. 15 AND 20
 AMPERE, 125 AND 250 VOLT RECEPTACLES INSTALLED IN A WET
 LOCATION SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF
 WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. ALL
 15 AND 20 AMPERE, 125 AND 250 VOLT NONLOCKING
 RECEPTACLES SHALL BE LISTED WEATHER-RESISTANT TYPE
 ?WR?.
 4. NEC 408.4 CIRCUIT DIRECTORY REQUIRED. YOU SHALL
 SUBMIT SITE SPECIFIC PANEL SCHEDULES.
 5. NEC 215.5 YOU SHALL PROVIDE SITE SPECIFIC LOAD CALCS
 ALONG WITH THE RISER DIAGRAM.
 6. FBC-B1006.1 MEANS OF EGRESS ILLUMINATION REQUIRED.
 THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE,
 SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE
 SERVED BY THE MEANS OF EGRESS ARE OCCUPIED. THIS HOLDS
 TRUE NOT ONLY FOR THE INTERIOR SPACE BUT FOR THE MEANS
 OF EGRESS MENTIONED LATER WITH PARKING LOT
 ILLUMINATION.
 7. FBC-E C405.2.2. PROVIDE AUTOMATIC LIGHTING SHUTOFF
 AS REQUIRED BY CODE.
 8. FBC-E C405.5. INTERIOR LIGHTING POWER REQUIREMENTS.
 A BUILDING COMPLIES WITH THIS SECTION IF ITS TOTAL
 CONNECTED LIGHTING POWER CALCULATED UNDER SECTION
 C405.5.1 IS NO GREATER THAN THE INTERIOR LIGHTING POWER
 CALCULATED UNDER SECTION C405.5.2. PROVIDE A LIGHTING
 POWER DENSITY CHART TO SHOW COMPLIANCE. THIS APPLIES TO
 BOTH BLDGS. PROVIDE A LIGHTING POWER DENSITY CHART.
 9. YOUR NOTES MENTION AN ABSTRACT REFERENCE TO THE
 CURRENT CODE. YOU SHALL INCLUDE THE APPLICABLE CODE ON
 THE PLANS.
 10. YOUR NOTE B MAKES REFERENCE TO THE FBC- ENERGY BUT
 THE FLOOR PLAN DOES NOT SHOW OR MEET THE REQUIREMENTS.
 11. YOU WILL NEED TO COMPLY WITH THE CITY AMENDMENTS
 FOR PARKING LOT LIGHTING AND THE ENERGY CODE
 REQUIREMENTS FOR SAME.
 12. DECIDE WHERE WILL THE PARKING LOT LIGHTING BE
 POWERED FROM. DECIDE IF THERE WILL BE A HOUSE PANEL OR
 WILL THE LOAD BE EVENLY DIVIDED AMONGST THE BLDGS.
 WHEN RESUBMITTING, FOR A QUICKER RETURN ON YOUR
 RE-SUBMITTAL, PLEASE PROVIDE A RESPONSE LETTER
 (NARRATIVE) ADDRESSING EACH ITEM AND THE PAGE NUMBER
 WHERE THE CORRECTIONS APPEAR 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
 EMAIL: [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 4 Status P Date 2017-01-19 Cont ID  
Sent By mgonzale Date 2017-01-19 Time   Rev Time 1.00
Received By mgonzale Date 2017-01-19 Time   Sent To I
Notes
2017-01-19 13:44:01PLAN REVIEWED THRU ENGINEERING.
 PASSED
  
 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]
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2016-12-20 Cont ID  
Sent By mgonzale Date 2016-12-20 Time   Rev Time 1.00
Received By mgonzale Date 2016-12-20 Time   Sent To  
Notes
2016-12-20 19:57:06PLANS ARE BEING REVIEWED THRU A FORMAL PLAN REVIEW
 SUBMITTAL WITH THE ENGINEERING SERVICES DEPT.
  
 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]
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2016-09-30 Cont ID  
Sent By mgonzale Date 2016-09-30 Time   Rev Time 1.00
Received By mgonzale Date 2016-09-30 Time   Sent To  
Notes
2016-09-30 14:15:02SAME COMMENT AS PRIOR.
  
 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]
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2016-06-22 Cont ID  
Sent By Mgonzale Date 2016-06-22 Time   Rev Time 1.00
Received By mgonzale Date 2016-06-22 Time   Sent To B
Notes
2016-06-22 10:53:34SUBMIT SITE DEVELOPMENT APPROVAL APPLICATION DIRECTLY
 TO ENGINEERING.
 HTTP://WPBFL.US/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FO
 RMS,-PERMITS-APPLICATIONS
  
 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/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI
 CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
  
 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 FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2016-12-28 Cont ID  
Sent By pleduc Date 2016-12-28 Time   Rev Time 0.00
Received By pleduc Date 2016-12-28 Time 14:21 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2016-11-02 Cont ID  
Sent By pleduc Date 2016-11-02 Time   Rev Time 0.00
Received By pleduc Date 2016-11-02 Time 15:39 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-08-08 Cont ID  
Sent By pleduc Date 2016-08-08 Time   Rev Time 0.00
Received By pleduc Date 2016-08-08 Time 15:30 Sent To  
Notes
2016-08-08 15:43:07THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) THREE (3) SETS OF PLANS SHEETE WERE SUBMITTED;
 HOWEVER, ONLY TWO (2) SHEETS HAD AN APPLICABLE
 ENGINEER'S STAMP.
  
 I PROVIDED A FIRE REVIEW SIGNATURE STMAP ON THE TWO (2)
 WITH THE ENGINEER'S STAMP.
  
 SHOULD THE THIRD SET REQUIRE A FIRE REVIEW STAMP,
 PLEASE PROVIDE IT WITH AN ENGINEER'S STAMP AND
 RE-SUBMIT WITH A APPLICABLE NOTE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-04-28 Cont ID  
Sent By pleduc Date 2016-04-28 Time   Rev Time 0.00
Received By pleduc Date 2016-04-28 Time 12:32 Sent To  
Notes
2016-04-28 13:10:38THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1) SHEET 1 OF 13 - THERE IS NO REFERNCE TO THE
 COMPLIANCE WITH THE CURRENT FIRE CODE.
  
 THE PROPOSED PROJECT SHALL MEET THE REQUIREMENTS OF THE
 5TH EDITION OF FLORIDA FIRE PREVENTION CODE INCLUDING
 THE 2012 EDITION OF NFPA 1 AND NFPA 101 AND ALL OTHER
 APPLICABLE CODES OR STANDARDS.
  
 CONSTRUCTION WORK SHALL COMPLY WITH THE REQUIREMENTS OF
 NFPA 241, 2009 EDITION.
 FIRE EXTINGUISHERS SHALL COMPLY WITH THE REQUIREMENTS
 OF NFPA 10, 2010 EDITION.
 ELECTRIC WORK SHALL COMPLY WITH NFPA 70, 2011 EDITION.
  
 PLEASE ENSURE COMPLIANCE AND PROVIDE A NOTE.
  
 2) SHEET 1 OF 13 - THERE IS NO INDICATION OF THE
 OCCUPANCY CLASSIFICATION THAT THIS PROJECT WILL BE
 BUILT IN COMPLAINCE WITH. PLEASE PROVIDE THE APPLICABLE
 OCCUPANCY CLASSIFICATION PER THE FLORIDA FIRE
 PREVENTION CODE.
  
 3) SHEET 7 & 8 OF 13 - PER FLORIDA 69A-60.0081; NOTICE
 SIGNAGE IS REQUIRED FOR STRUCTURES WITH LIGHT-FRAME
 TRUSS-TYPE CONSTRUCTION. ANY COMMERCIAL, INDUSTRIAL, OR
 ANY MULTIUNIT RESIDENTIAL STRUCTURE OF THREE UNITS OR
 MORE WHICH USES HORIZONTAL OR VERTICAL LIGHT-FRAME
 TRUSS-TYPE CONSTRUCTION IN ANY PORTION SHALL BE MARKED
 WITH A MALTESE CROSS SIGN MEASURING 8 INCHES
 HORIZONTALLY AND 8 INCHES VERTICALLY, OF A BRIGHT RED
 REFLECTIVE COLOR. THE APPROVED SYMBOL SHALL BE PLACED
 WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY DOOR.
 1. STRUCTURES WITH LIGHT-FRAME TRUSS ROOFS SHALL BE
 MARKED WITH THE LETTER "R".
 2. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR SYSTEMS
 SHALL BE MARKED WITH THE LETTER "F".
 3. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR AND ROOF
 SYSTEMS SHALL BE MARKED WITH THE LETTERS "R/F".
  
 PROVIDE A NOTE INDICATING THE POSTING OF A ROOF SIGN.
  
 4) SHEET 9 OF 13 - THERE IS NO INDICATION OF EMERGENCY
 LIGHTING. PROVIDE EMERGECNY LIGHTING PER NFPA 101,
 CHAPTER 40.
  
 40.2.9 EMERGENCY LIGHTING
 40.2.9.1 EMERGENCY LIGHTING SHALL BE PROVIDED IN
 ACCORDANCE WITH SECTION 7.9, EXCEPT AS OTHERWISE
 EXEMPTED BY 40.2.9.2.
 40.2.9.2 EMERGENCY LIGHTING SHALL NOT BE REQUIRED FOR
 ANY OF THE FOLLOWING:
 (1) SPECIAL-PURPOSE INDUSTRIAL OCCUPANCIES WITHOUT
 ROUTINE HUMAN HABITATION
 (2) STRUCTURES OCCUPIED ONLY DURING DAYLIGHT HOURS,
 WITH SKYLIGHTS OR WINDOWS ARRANGED TO PROVIDE THE
 REQUIRED LEVEL OF ILLUMINATION ON ALL PORTIONS OF THE
 MEANS OF EGRESS DURING SUCH HOURS.
  
 7.9.1.2 FOR THE PURPOSES OF 7.9.1.1, EXIT ACCESS SHALL
 INCLUDE ONLY DESIGNATED STAIRS, AISLES, CORRIDORS,
 RAMPS, ESCALATORS, AND PASSAGEWAYS LEADING TO AN EXIT.
 FOR THE PURPOSES OF 7.9.1.1, EXIT DISCHARGE SHALL
 INCLUDE ONLY DESIGNATED STAIRS, RAMPS, AISLES,
 WALKWAYS, AND ESCALATORS LEADING TO A PUBLIC WAY.
  
 7.9.2 PERFORMANCE OF SYSTEM.
 7.9.2.1* EMERGENCY ILLUMINATION SHALL BE PROVIDED FOR A
 MINIMUM OF 1? HOURS IN THE EVENT OF FAILURE OF NORMAL
 LIGHTING. EMERGENCY LIGHTING FACILITIES SHALL BE
 ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS NOT
 LESS THAN AN AVERAGE OF 1 FT-CANDLE (10.8 LUX) AND, AT
 ANY POINT, NOT LESS THAN 0.1 FT-CANDLE (1.1 LUX),
 MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL.
 ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO
 NOT LESS THAN AN AVERAGE OF 0.6 FT-CANDLE (6.5 LUX)
 AND, AT ANY POINT, NOT LESS THAN 0.06 FT-CANDLE (0.65
 LUX) AT THE END OF 1? HOURS. A MAXIMUM-TO-MINIMUM
 ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE
 EXCEEDED.
  
 5) SHEET 10 OF 13 - THE ARRANGEMENT OF EXIT/EGRESS DOES
 NOT APPEAR TO COMPLY WITH NFPA 101, CHAPTER 40, 40.2.5
  
 40.2.5 ARRANGEMENT OF MEANS OF EGRESS. MEANS OF EGRESS,
 ARRANGED IN ACCORDANCE WITH SECTION 7.5, SHALL NOT
 EXCEED THAT PROVIDED BY TABLE 40.2.5.
  
 THE TABLES INDICATES 50FT.
  
 PLEASE REVIEW AND PROVIDED FOR COMPLIANCE.
  
 6) SHEET 13 OF 13 - THERE IS NO DOOR SSCHEDULE
 INDICATED. PLEASE PROVIDE A DOOR SCHEDULE THAT INCLUDES
 HAREWARE AND LOCKS COMPLYING WITH NFPA 101, CHAPTER 7.
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2017-02-09 Cont ID  
Sent By jwitmer Date 2017-02-09 Time 17:29 Rev Time 0.00
Received By jwitmer Date 2017-01-27 Time 14:59 Sent To  
Notes
2017-01-30 14:59:15C01
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2017-01-30 Cont ID  
Sent By lmarchan Date 2017-01-30 Time 14:53 Rev Time 0.00
Received By lmarchan Date 2016-12-21 Time 13:13 Sent To  
Notes
2016-12-22 13:13:22C01
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-12-21 Cont ID  
Sent By cpuell Date 2016-12-21 Time 13:14 Rev Time 0.00
Received By cpuell Date 2016-10-28 Time 11:22 Sent To  
Notes
2016-10-31 11:24:04C20
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-10-03 Cont ID  
Sent By cpuell Date 2016-10-03 Time 10:57 Rev Time 0.00
Received By cpuell Date 2016-08-02 Time 13:10 Sent To  
Notes
2016-08-03 13:12:30C20
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-07-11 Cont ID  
Sent By lmarchan Date 2016-07-11 Time 13:31 Rev Time 0.00
Received By lmarchan Date 2016-04-21 Time 09:04 Sent To  
Notes
2016-04-22 09:05:13C09
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 6 Status P Date 2017-02-15 Cont ID  
Sent By jwitmer Date 2017-02-15 Time 07:13 Rev Time 0.00
Received By jwitmer Date 2017-02-15 Time 07:12 Sent To  
Notes
2017-02-15 07:15:08PALM BEACH COUNTY IMPACT FEES
 TRACKING NUMBER: MU-2017-004031-0000
 RECEIPT NO: 2017-0215-246
 $6,214.32
 J. W.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 5 Status F Date 2017-01-12 Cont ID  
Sent By jwitmer Date 2017-01-12 Time 12:30 Rev Time 0.00
Received By jwitmer Date 2017-01-10 Time 07:04 Sent To  
Notes
2017-01-12 12:30:09IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 4 Status F Date 2016-11-10 Cont ID  
Sent By   Date 2016-11-10 Time   Rev Time 0.00
Received By   Date 2016-11-10 Time   Sent To  
Notes
2017-01-10 07:04:26IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status F Date 2016-11-10 Cont ID  
Sent By jwitmer Date 2016-11-10 Time 14:36 Rev Time 0.00
Received By jwitmer Date 2016-11-10 Time 11:44 Sent To  
Notes
2016-11-10 14:34:42BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2016-08-17 Cont ID  
Sent By jwitmer Date 2016-08-17 Time 15:02 Rev Time 0.00
Received By jwitmer Date 2016-08-17 Time 15:02 Sent To  
Notes
2016-08-17 15:02:47IMPACT FEES. BEFORE A PERMIT TO CONSTRUCT, MAY BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY.
 THE ACTUAL PERMIT SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT ATTACHED TO THE
 PERMIT APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2016-05-09 Cont ID  
Sent By cthroop Date 2016-05-09 Time 09:33 Rev Time 0.00
Received By cthroop Date 2016-05-09 Time 09:28 Sent To  
Notes
2016-05-09 09:34:151ST REVIEW: FBC 2014 5TH ED
 CHRISTOPHER S. THROOP, C.B.O.
 BLDG. PLANS EXAMINER ? PX3169
 (561) 805-7918
 [email protected]
  
 PLANS REQUIRE REVIEW BY THE PBC IMPACT FEE OFFICE. CALL
 233-5025. UPON APPROVAL, YOU MAY CHECK OUT ONE PLAN AND
 TAKE TO THAT OFFICE FOR REVIEW. PLEASE RETURN STAMPED
 WITH A COPY OF RECEIPT AS APPLICABLE.
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2017-01-03 Cont ID  
Sent By ccole Date 2017-01-03 Time 12:13 Rev Time 0.00
Received By ccole Date 2016-12-29 Time 12:13 Sent To  
Notes
2016-12-29 12:15:14NO NOTES
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2016-11-08 Cont ID  
Sent By ccole Date 2016-11-08 Time 13:27 Rev Time 0.00
Received By ccole Date 2016-11-08 Time 13:24 Sent To  
Notes
2016-11-08 13:30:232ND REVIEW FBC-2014 MECHANICAL
 PERMIT #16040977
 11/8/16
  
 1) LLOYDS INDUSTRY LOUVERS ARE SPECIFIED FOR THE
 BUILDINGS ON SHEET 7. PLEASE SUBMIT: A) MANUFACTURER'S
 SPECIFICATIONS FOR THE LOUVERS THAT VERIFY AMCA 550
 COMPLIANCE- SEE SECTION 401.5. B) A MIAMI-DADE NOA
 AND/OR A FLORIDA PRODUCT APPROVAL.
  
 2) REFER TO SECTION C101.4.8 FBC-14 ENERGY
 CONSERVATIONS. IF THE PROPOSED BUILDING DOES NOT MEET
 ANY OF THE EXEMPTIONS LISTED IN THE SUB-SECTIONS UNDER
 C101.4.8 THEN ENERGY CONSERVATION COMPLIANCE IS
 REQUIRED PER SECTION C101.2. PLEASE SEE SECTION C401.2
 FOR COMPLIANCE PATH OPTIONS.
  
 3) THE APPLICATION INDICATES A NEW WAREHOUSE BUILDING
 WHICH CAN EITHER BE AN S-1 OR S-2 OCCUPANCY PER SECTION
 311 FBC-14 BUILDING. THE PLANS HOWEVER, ON SHEET 1
 INDICATE AN F-2 FACTORY OCCUPANCY. FACTORIES GENERALLY
 HAVE EMPLOYEES AND EQUIPMENT FOR PRODUCTION INSTALLED,
 HOWEVER THE PLANS SHOW NONE OF THESE. PLEASE SEE
 SECTION 309.1: MINIMUM HEATING IS REQUIRED FOR OCCUPIED
 SPACES. REVISE THE PLAN TO PROVIDE COMPLETE DETAILS AND
 INFORMATION.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-08-05 Cont ID  
Sent By ccole Date 2016-08-05 Time 15:24 Rev Time 0.00
Received By ccole Date 2016-08-05 Time 15:24 Sent To  
Notes
2016-08-05 15:36:032ND REVIEW FBC-2014 MECHANICAL
 PERMIT #1604097
 8/5/16
  
 1) COMMENT #2 FROM THE 1ST REVIEW STILL EXISTS. I AM
 REPRINTING IT BELOW. PLEASE NOTE IT IS THE ENGINEER OF
 RECORD'S RESPONSIBILITIY TO EITHER DESIGN OR APPROVE A
 DESIGN FOR THE VENTILATION SYSTEMS, NOT THE SHELL
 CONTRACTOR AS THE RESPONSE NARRATIVE IS STATING.
  
 2) INDICATE HOW THE BUILDING WILL BE VENTILATED-
 NATURALLY OR MECHANICALLY. FOR NATURAL VENTILATION SEE
 SECTION 402, AND PROVIDE A CALCULATION PER SECTION
 402.2. FOR MECHANICAL VENTILATION SEE TABLE 403.3 AND
 PROVIDE CALCULATIONS AND A SCOPE OF WORK WITH
 CORREPONDING DRAWINGS AND DETAILS. PLEASE NOTE FOR
 ENCLOSED PARKING GARAGES SEE SECTION 404 FBC-14
 MECHANICAL, AND FOR MOTOR VEHICLE REPAIR GARAGES SEE
 406.8 FBC-14 BUILDING.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-04-27 Cont ID  
Sent By ccole Date 2016-04-27 Time 07:01 Rev Time 0.00
Received By ccole Date 2016-04-27 Time 07:01 Sent To  
Notes
2016-04-27 07:16:031ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #16040977
 4/27/16
  
 1) PROVIDE EXHAUST VENTILATION FOR THE NEW TOILET ROOM
 PER TABLE 403.3 FBC-14 MECHANICAL. PROVIDE A FAN
 SCHEDULE, INDICATE THE TYPE AND SIZE OF EXHAUST DUCT,
 SHOW THE DUCT RUN AND TERMINATION LOCATION.
 2) INDICATE HOW THE BUILDING WILL BE VENTILATED-
 NATURALLY OR MECHANICALLY. FOR NATURAL VENTILATION SEE
 SECTION 402, AND PROVIDE A CALCULATION PER SECTION
 402.2. FOR MECHANICAL VENTILATION SEE TABLE 403.3 AND
 PROVIDE CALCULATIONS AND A SCOPE OF WORK WITH
 CORREPONDING DRAWINGS AND DETAILS. PLEASE NOTE FOR
 ENCLOSED PARKING GARAGES SEE SECTION 404, AND FOR MOTOR
 VEHICLE REPAIR GARAGES SEE 406.8 FBC-14 BUILDING.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 5 Status P Date 2017-02-04 Cont ID  
Sent By tklarge Date 2017-02-04 Time 05:42 Rev Time 0.00
Received By tklarge Date 2017-02-04 Time 01:54 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 4 Status F Date 2017-01-19 Cont ID  
Sent By tklarge Date 2017-01-19 Time 05:14 Rev Time 0.00
Received By tklarge Date 2017-01-19 Time 02:25 Sent To  
Notes
2017-01-19 04:45:52 
 1.) SHT. 5 OF 7 - THE PLANS SHOW TWO OF THE WATER
 SEVICES AS ONE INCH AND ALSO AS AN INCH AND A HALF.
 WHICH ONE IS IT? CLARIFY.
 2) SHOW THE CLEAR INSIDE DIMENSIONS (LXW) OF BOTH
 ACCESSIBLE TOILET ROOMS ON THE PLANS. WPB AMEND. TO FBC
 SEC. 107.2.1. 2ND REQUEST.
 3) SHOW THE REQUIRED CLEAR FLOOR SPACE FOR THE LAVATORY
 IN EACH TOILET ROOM. COMPLY WITH 2014 FBC-ACCESS.
 SECS.305, & 606.2. 2ND REQUEST.
 4) SHOW THE REQUIRED CLEAR FLOOR SPACE FOR THE DRINKING
 FOUNTAINS. COMPLY WITH 2014 FBC- ACCESS. SECS.211 &
 602.SUBMIT A DRINKING FOUNTAIN DETAIL FOR REVIEW.
 5) SHT. 5 OF 7 - THE PLANS SHOW THE SANITARY SEWER
 CROSSING THE WATER SERVICE. THIS IS A VIOLATION AND
 CANNOT REMAIN AS DESIGNED. COMPLY WITH 2014
 FBC-PLUMBING SECS. 603.2, 703.1.
 6) A BACKFLOW PREVENTION DEVICE IS REQUIRED FOR EACH
 BUILDING, NOT ONE FOR BOTH BUILDINGS. 2014 FBC -
 PLUMBING SECS. 608.1,
 7) DRINKING FOUNTAINS ARE NOT PERMITTED IN THE TOILET
 ROOMS PER 2014 FBC-PLUMBING SEC.410.4.
 8) SHT. 5 OF 7 SHOWS PVC PIPE SUPPLYING HOSE BIBBS.
 THIS BRANCH FOR THE HOSE BIBBS IS CONSIDERED PART OF
 THE WATER DISTRIBUTION SYSTEM AND PVC IS NOT PERMITTED
 FOR THIS USE PER 2014 FBC-PLUMBING SEC. 605.4 & TABLE
 605.4.
 9) SHTS. 3 & 4 OF 13 SHOW WHAT APPEARS TO BE A DRAIN
 LINE RUNNING THROUGH THE CENTER OF EACH BUILDING AND
 LABELED AS " 8 INCH PVC SCH. 40 FLOOR DRAIN" & "6 INCH
 PVC SCH. 40 FLOOR DRAIN" BUT NO FLOOR DRAINS ARE SHOWN.
 CLARIFY. SUBMIT A RISER DIAGRAM FOR THESE DRAINS AND
 SHOW THEM ON THE CIVIL DRAWINGS WHERE THEY EXIT THE
 BUILDING. FLOOR DRAINS SHALL BE EQUIPPED WITH TRAP
 PRIMERS. 2014 FBC-PLUMBING SEC.1002.4. WHAT WILL BE
 DISCHARGING INTO THESE LINES? CLARIFY.
 10) SHT. 13 OF 13 - ADA ELEVATIONS - THE GRAB BAR
 BEHIND THE WATER CLOSET SHALL COMPLY WITH FBC-ACCESS.
 SEC.604.5.2 AND FIGURE 604.5.2. 2ND REQUEST.
 11) NONE OF THE FIXTURES ARE VENTED ON THE SANITARY
 RISERS. COMPLY WITH 2014 FBC-PLUMBING SECS. 901.2,
 901.2.1.
 12) THERE IS A 2 INCH DRY VENT SHOWN ON THE SANITARY
 RISER. WHAT IS THIS VENT FOR? IT IS NOT TO CODE. COMPLY
 WITH 2014 FPC SEC. 905.3.
 13) SHT. 5 OF 7 - SOUTH BUILDING - THE LOCATION OF THE
 CLEANOUT IN THE BUILDING SEWER ON THE WEST SIDE IS
 INSTALLED IN THE OPPOSITE DIRECTION OF FLOW AND WASTE
 WILL COLLECT IN THIS AREA AS DESIGNED. 2014
 FBC-PLUMBING SEC. 708.5.
 14) SHOW WATER SERVICE AND HOSE BIBS ON FLOOR PLAN. PER
 WPB AMEND TO FBC 107.2.1
 15) SHT.13 OF 13 SHOWS THE HEIGHT OF THE TOILET PAPER
 DISPENSER AS 4'-9" ABOVE THE FINISH FLOOR. THE HEIGHT
 OF THE TOILET PAPER DISPENSER SHALL COMPLY WITH 2014
 FBC-ACCESS. SEC. 604.7.
 16) SHT. 3 OF 13 & SHT. 4 OF 13 - DRINKING FOUNTAIN BY
 COLUMN LINE E-1 AND A-1 - SHOW THE REQUIRED CLEAR FLOOR
 SPACE FOR THE DRINKING FOUNTAIN AND CLEARLY SHOW THE
 DRINKING FOUNTAIN AND SUBMIT AN ELEVATION DETAIL OF THE
 DRINKING FOUNTAIN. ONE DRINKING FOUNTAIN SHALL CCOMPLY
 WITH 2014 FBC- ACCESS. SECS.602.1 THROUGH 602.6 AND ONE
 DRINKING FOUNTAIN SHALL COMPLY WITH 602.7 OR A SINGLE
 DRINKING FOUNTAIN SHALL COMPLY WITH SECS.602.1 THROUGH
 602.6 AND 602.7. (HILO TYPE UNIT).
 17) THE PLANS SHOW A LAVATORY IN THE TOILET ROOMS WITH
 A 24 INCH BY 24 INCH VANITY. THE VANITY DOES NOT COMPLY
 WITH 2014 FBC-SEC.606.2. SHOW THE REQUIRED CLEAR FLOOR
 SPACE FOR THE LAVATORY. THE LAVATORY SHALL BE
 POSITIONED FOR A FORWARD APPROACH. 2014 FBC - ACCESS.
 SEC,606.2. THE CLEAR FLOOR SPACE SHALL BE CENTERED ON
 THE FFIXTURE.
 18) SHUTOFF VALVES ARE REQD. ON THE WATER RISER PER
 2014 FBC-PLUMBING SEC.606.2.
 19) HOSE BIBBS SHALL BE EQUIPPED WITH INDIVIDUAL
 SHUTOFF VALVES .2014 FBC-PLUMBING SEC..606.2 (2).
 20) FULL OPEN VALVES SHALL BE INSTALLED ON THE WATER
 DISTRIBUTION SYSTEM PER 2014 FBC-PLUMBING SEC.606.1.
 21) WHAT IS THE WALL AND FLOOR FINISH IN THE TOILET
 ROOMS? COMPLY WITH 2014 FBC-BUILDING SECS. 1210.2.1
 THROUGH 1210.2.4.
 22) SHTS. 3 & 4 OF 13 - THE WATER RISERS ONLY SHOW ONE
 DRINKING FOUNTAIN IN EACH BUILDING BUT THE FLOOR PLAN
 SHOWS TWO SEPARATE FOUNTAINS IN EACH BUILDING. CLARIFY.
 23) THE SANITARY RISERS DO NOT COMPLY WITH 2014
 FBC-PLUMBING SEC. 912.1 FOR FIXTURES PERMITTED ON A
 HORIZONTAL WET VENT.
 24) CLEANOUTS ARE REQUIRED IN THE BASE OF THE STACKS.
 2014 FBC-PLUMBING SEC.708.3.4.
 25) AN EMERGENCY SHOWER/EYEWASH STATION (PORTABLE)
 SHOULD BE CONSIDERED DUE TO THE NATURE OF THE
 OPERATIONS.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 3 Status F Date 2016-11-20 Cont ID  
Sent By tklarge Date 2016-11-20 Time 03:26 Rev Time 0.00
Received By tklarge Date 2016-11-20 Time 01:44 Sent To  
Notes
2016-11-20 03:17:023RD REVIEW
 PLUMBING COMMENTS:
  
 1. SHOW THE WATER SERVICES AND SEWER LINES ON THE CIVIL
 DRAWING. WPB AMEND. TO FBC SEC. 107.2.1.
 2) THE OCCUPANCY IS NOTED AS AN F-2 ON THE PLANS.
 INDICATE ON BOTH SETS OF PLANS THE TYPE OF OPERATIONS
 THAT WILL BE CONDUCTED IN THIS FACILITY. WPB AMEND. TO
 FBC SEC. 107.2.1, 2014 FBC SEC. 302.1.
 3) SHOW THE CLEAR INSIDE DIMENSIONS (LXW) OF BOTH
 ACCESSIBLE TOILET ROOMS ON THE PLANS. WPB AMEND. TO FBC
 SEC. 107.2.1.
 4) SHOW THE REQUIRED CLEAR FLOOR SPACE FOR THE WATER
 CLOSET AND THE LAVATORY IN EACH TOILET ROOM. COMPLY
 WITH 2014 FBC-ACCESS. SECS.604.3.1 & 606.
 5) PAGE 4 OF 13 HAS A NOTE THAT READS "RISER CAP AT
 FLOOR, 3 INCH STUB OUT FOR FUTURE BATHROOM." SUBMIT A
 SANITARY DIAGRAM FOR THIS FUTURE LINE ON THE PLANS AND
 THE TERMINATION POINT WHERE IT CONNECTS TO THE SEWER
 SYSTEM.WPB AMEND. TO FBC SEC. 107.2.1.
 6) A MINIMUM OF TWO DRINKING FOUNTAINS ARE REQUIRED IN
 EACH BUILDING PER 2014 FPC TABLE 403.1 FOOTNOTE # E AND
 2014 FBC-ACCESS. SEC. 211.2.
 7) A SERVICE SINK IS REQUIRED IN EACH BUILDING PER
 TABLE 403.1 OF 2014 FPC.
 8) PROVIDE A WATER RISER DIAGRAM FOR EACH BUILDING FOR
 REVIEW. WPB AMEND TO FBC 107.3.5.1.3 (11).
 9) TOILET PAPER DISPENSERS SHALL COMPLY WITH
 FBC-ACCESS. SECS. 309.4 AND 604.7.AND SHALL BE 7 INCHES
 (180 MM) MINIMUM AND 9 INCHES (230 MM) MAXIMUM IN FRONT
 OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE
 DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15
 INCHES (380 MM) MINIMUM AND 48 INCHES (1220 MM) MAXIMUM
 ABOVE THE FINISH FLOOR AND SHALL NOT BE LOCATED BEHIND
 GRAB BARS.
 10) THE GRAB BAR BEHIND THE WATER CLOSET SHALL COMPLY
 WITH FBC-ACCESS. SEC.604.5.2 AND FIGURE 604.5.2.
 11) SIZE ALL SECTIONS OF THE SANITARY RISER.
 12) THERE IS A 2 INCH DRY VENT SHOWN ON THE SANITARY
 RISER. WHAT IS THIS VENT FOR? IT IS NOT TO CODE. COMPLY
 WITH 2014 FPC SEC. 905.3.
 13) SHOW BUILDING DRAIN AND SEWER ON FLOOR PLAN. PER
 WPB AMEND TO FBC 107.2.1.
 14) SHOW WATER SERVICE AND HOSE BIBS ON FLOOR PLAN. PER
 WPB AMEND TO FBC 107.2.1
 15) SHT.13 OF 13 SHOWS THE HEIGHT OF THE TOILET PAPER
 DISPENSER AS 4'-9" ABOVE THE FINISH FLOOR. THE HEIGHT
 OF THE TOILET PAPER DISPENSER SHALL COMPLY WITH 2014
 FBC-ACCESS. SEC. 604.7.
 16) A CLEANOUT SHALL BE INSTALLED AT THE JUNCTION OF
 THE BUILDING DRAIN AND THE BUILDING SEWER OF EACH
 BUILDING PER 2014 FPC SEC. 708.3.5. THIS WILL ALSO
 APPLY TO THE FUTURE LINE FOR THE SOUTH BUILDING.
 ANOTHER CLEANOUT BROUGHT TO GRADE SHALL BE INSTALLED
 WHERE THE BUILDING SEWER CONNECTS TO THE CITY LATERAL.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2016-08-25 Cont ID  
Sent By gjohnson Date 2016-08-25 Time 11:09 Rev Time 0.00
Received By gjohnson Date 2016-08-25 Time 09:43 Sent To  
Notes
2016-08-25 11:32:072ND REVIEW
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  
 1. 2ND REQUEST BOTH BATHROOMS SHALL COMPLY WITH FBC ACC
 CHAPTER 6
  
 A) WATER CLOSET
 604.3.1 SIZE.
 CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES
 (1525 MM) MINIMUM MEASURED PERPENDICULAR FROM THE SIDE
 WALL AND 56 INCHES (1420 MM) MINIMUM MEASURED
 PERPENDICULAR FROM THE REAR WALL.
 604.2 LOCATION.
 THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR
 PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE
 OF THE WATER CLOSET SHALL BE 16 INCHES (405 MM) MINIMUM
 TO 18 INCHES (455 MM) MAXIMUM FROM THE SIDE WALL OR
 PARTITION, EXCEPT THAT THE WATER CLOSET SHALL BE 17
 INCHES (430 MM) MINIMUM AND 19 INCHES (485 MM) MAXIMUM
 FROM THE SIDE WALL OR PARTITION IN THE AMBULATORY
 ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN 604.8.2.
 WATER CLOSETS SHALL BE ARRANGED FOR A LEFT-HAND OR
 RIGHT-HAND APPROACH.
 604.4 SEATS.
 THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH
 FLOOR SHALL BE 17 INCHES (430 MM) MINIMUM AND 19 INCHES
 (485 MM) MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS
 SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION
  
 B) LAVATORY
 606.3 HEIGHT.
 LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT
 OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES
 (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
 606.2 CLEAR FLOOR SPACE.
 A CLEAR FLOOR SPACE COMPLYING WITH 305, POSITIONED FOR
 A FORWARD APPROACH, AND KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
  
 C) 604.7 DISPENSERS.
 TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES (180 MM) MINIMUM AND 9 INCHES (230
 MM) MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO
 THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE
 DISPENSER SHALL BE 15 INCHES (380 MM) MINIMUM AND 48
 INCHES (1220 MM) MAXIMUM ABOVE THE FINISH FLOOR AND
 SHALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSERS SHALL
 NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES
 NOT ALLOW CONTINUOUS PAPER FLOW.
  
 D) GRAB BARS
 604.5.2 REAR WALL.
 THE REAR WALL GRAB BAR SHALL BE 36 INCHES (915 MM) LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24
 INCHES (610 MM) MINIMUM ON THE OTHER SIDE.
 604.5.1 SIDE WALL.
 THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1065 MM)
 LONG MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM
 THE REAR WALL AND EXTENDING 54 INCHES (1370 MM) MINIMUM
 FROM THE REAR WALL.
 609.4 POSITION OF GRAB BARS.
 GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION,
 33 INCHES (840 MM) MINIMUM AND 36 INCHES (915 MM)
 MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF
 THE GRIPPING SURFACE, EXCEPT THAT AT WATER CLOSETS FOR
 CHILDREN?S USE COMPLYING WITH 604.9, GRAB BARS SHALL BE
 INSTALLED IN A HORIZONTAL POSITION 18 INCHES (455 MM)
 MINIMUM AND 27 INCHES (685 MM) MAXIMUM ABOVE THE FINISH
 FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. THE
 HEIGHT OF THE LOWER GRAB BAR ON THE BACK WALL OF A
 BATHTUB SHALL COMPLY WITH 607.4.1.1 OR 607.4.2.1.
  
 E) 603.3 MIRRORS.
 MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL
 BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING
 SURFACE 40 INCHES (1015 MM) MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES
 OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE
 OF THE REFLECTING SURFACE 35 INCHES (890 MM) MAXIMUM
 ABOVE THE FINISH FLOOR OR GROUND.
  
 2. 2ND REQUEST A SERVICE SINK IS REQUIRED IN BOTH
 BUILDING . PER FBC PL TABLE 403.1
  
 3. A DRINKING FOUNTAIN IS REQUIRED IN BOTH BUILDINGS.
 PER FBC PL TABLE 403.1
  
 4.THE STACK FOR THE LAVATORY SHALL BE VENTED. PER FBC
 PL 901.2.1
  
 5. SHOW BUILDING DRAIN AND SEWER ON FLOOR PLAN. PER WPB
 AMEND TO FBC 107.2.1
  
 6. PROVIDE WATER RISER DIAGRAM. PER WPB AMEND TO FBC
 107.3.5.1.3(11)
  
 7. SHOW WATER SERVICE AND HOSE BIBS ON FLOOR PLAN. PER
 WPB AMEND TO FBC 107.2.1
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-05-02 Cont ID  
Sent By gearl Date 2016-05-02 Time 08:38 Rev Time 0.00
Received By gearl Date 2016-05-02 Time 08:38 Sent To  
Notes
2016-05-02 08:48:471. BOTH BUILDING ARE REQUIRED TO HAVE ONE MOP SINK
 EACH. FBC PLUMBING SECTION 403.1
  
 2. BOTH BUILDING ARE REQUIRED TO HAVE ACCESSIBLE
 BATHROOMS-- F L ACCESSIBITY CODE SECTION 213.1
  
  
 GEORGE EARL - PLUMBING PLANS REVIEWER
Review Stop R ROOF PLAN REVIEW
Rev No 5 Status P Date 2017-01-12 Cont ID  
Sent By jwitmer Date 2017-01-12 Time 12:26 Rev Time 0.00
Received By jwitmer Date 2017-01-10 Time 07:06 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status F Date 2016-11-10 Cont ID  
Sent By   Date 2016-11-10 Time   Rev Time 0.00
Received By   Date 2016-11-10 Time   Sent To  
Notes
2017-01-10 07:05:56THIS REVIEW NO ROOFING APPROVALS.
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status F Date 2016-11-10 Cont ID  
Sent By jwitmer Date 2016-11-10 Time 14:36 Rev Time 0.00
Received By jwitmer Date 2016-11-10 Time 11:44 Sent To  
Notes
2016-11-10 14:36:443RD REQUEST. 2014 FBC-B , 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)(C) PANEL WALLS: WALL PANELS
 (31)(D) ROOFING PRODUCTS AND ASSEMBLIES METAL ROOFING
 PANELS.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2016-08-17 Cont ID  
Sent By jwitmer Date 2016-08-17 Time 15:01 Rev Time 0.00
Received By jwitmer Date 2016-08-17 Time 14:59 Sent To  
Notes
2016-08-17 15:01:322ND REQUEST. 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)(D) ROOFING PRODUCTS AND ASSEMBLIES METAL ROOFING
 PANELS.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2016-05-09 Cont ID  
Sent By cthroop Date 2016-05-09 Time 09:34 Rev Time 0.00
Received By cthroop Date 2016-05-09 Time 09:28 Sent To  
Notes
2016-05-09 09:36:151ST REVIEW: FBC 2014 5TH ED
 CHRISTOPHER S. THROOP, C.B.O.
 BLDG. PLANS EXAMINER ? PX3169
 (561) 805-7918
 [email protected]
  
 1. ROOFING PERMIT REQUIRED.
 2. PROVIDE PRODUCT APPROVALS FOR ROOFING SYSTEM.
  
 FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE
 PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED
 AND APPROVED IN WRITING BY THE DESIGNER OF RECORD.
 SPECIFICALLY, PROVIDE ROOFING SUBMITTALS.
  
Review Stop Z ZONING
Rev No 5 Status P Date 2017-02-09 Cont ID  
Sent By eschneid Date 2017-02-09 Time 11:37 Rev Time 0.50
Received By eschneid Date 2017-02-09 Time 11:37 Sent To  
Notes
2017-02-09 11:57:26PASSED W/PROVISO
  
 1) PROVISO - THE PROPOSED ELEVATIONS DO NOT MATCH THE
 ISPR APPROVED ELEVATIONS OR THE SITE PLAN - DOOR
 LOCATIONS AND ROOF PITCH/HEIGHT. A MINOR SITE PLAN
 AMENDMENT WILL BE REQUIRED TO SHOW THE AS-BUILT
 CONDITIONS PRIOR TO THE CERTIFICATE OF OCCUPANCY FOR
 THE FIRST BUILDING ON THE SITE.
  
 2) SEPARATE PERMITS, WITH PLANS, ARE REQUIRED FOR THE
 FOLLOWING:
  
 A. LANDSCAPE
 B. IRRIGATION
 C. DUMPSTER ENCLOSURE
 D. PARKING LOT STRIPING
 E. BICYCLE RACK
 F. SIGNS
 G. SITE LIGHTING. PROVIDE DETAILS FOR THE POLE LIGHT TO
 INCLUDE HOW THIS LIGHT WILL BE SHIELDED PREVENT GLARE
 INTO THE GEORGIA AVENUE RIGHT-OF-WAY WITH THE SITE
 LIGHTING PERMIT.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
  
Review Stop Z ZONING
Rev No 4 Status F Date 2017-01-03 Cont ID  
Sent By eschneid Date 2017-01-03 Time 09:36 Rev Time 0.50
Received By eschneid Date 2017-01-03 Time 09:36 Sent To  
Notes
2017-01-03 11:54:39FAILED
  
 1) PROVISO - THE PROPOSED ELEVATIONS DO NOT MATCH THE
 ISPR APPROVED ELEVATIONS OR THE SITE PLAN - DOOR
 LOCATIONS AND ROOF PITCH/HEIGHT. A MINOR SITE PLAN
 AMENDMENT WILL BE REQUIRED TO SHOW THE AS-BUILT
 CONDITIONS PRIOR TO THE CERTIFICATE OF OCCUPANCY FOR
 THE FIRST BUILDING ON THE SITE.
  
 2) REVISED COMMENT - THE PLANS DATED DECEMBER 20, 2016,
 SHOW THE LOADING ZONES RELOCATED AGAINST THE BUILDING.
 THE FOUNDATION PLAN SHOWS BOLLARDS LOCATED ADJACENT TO
 THE OVERHEAD DOORS THAT ARE NOT REFLECTED ON THE
 PAVING, GRADING AND DRAINAGE PLAN, WHICH SHOWS THE
 LOADING SPACES AGAINST THE BUILDING. THESE TWO PLANS
 ARE IN CONFLICT. PLEASE REMEMBER THAT THE LOADING ZONES
 MAY NOT ENCROACH ON THE REQUIRED 24 FOOT CLEAR DRIVE
 AISLE BEHIND THE NORTHERN AND SOUTHERN PARKING SPACES
 ALONG THE EASTERN PROPERTY LINE.
  
 3) THE EASTERN DOOR LOCATION ON THE FOUNDATION PLAN FOR
 THE SOUTH BUILDING DOES NOT MATCH ITS LOCATION ON THE
 SOUTH BUILDING ELEVATION PLAN OR THE PAVING, GRADING
 AND DRAINAGE PLAN. ALL PLANS MUST SHOW THE SAME
 CONDITIONS.
  
 4) THE PAVING, GRADING AND DRAINAGE PLAN CONTINUES TO
 SHOW THE INCORRECT 4510 GEORGIA AVENUE ADDRESS. THIS IS
 4600 GEORGIA AVENUE.
  
 5) SEPARATE PERMITS, WITH PLANS, ARE REQUIRED FOR THE
 FOLLOWING:
  
 A. LANDSCAPE
 B. IRRIGATION
 C. DUMPSTER ENCLOSURE
 D. PARKING LOT STRIPING
 E. BICYCLE RACK
 F. SIGNS
 G. SITE LIGHTING. PROVIDE DETAILS FOR THE POLE LIGHT TO
 INCLUDE HOW THIS LIGHT WILL BE SHIELDED PREVENT GLARE
 INTO THE GEORGIA AVENUE RIGHT-OF-WAY WITH THE SITE
 LIGHTING PERMIT.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
  
Review Stop Z ZONING
Rev No 3 Status F Date 2016-11-28 Cont ID  
Sent By eschneid Date 2016-11-28 Time 16:19 Rev Time 0.75
Received By eschneid Date 2016-11-28 Time 16:19 Sent To  
Notes
2016-11-28 16:20:13FAILED
  
 1) PROVISO - THE PROPOSED ELEVATIONS DO NOT MATCH THE
 ISPR APPROVED ELEVATIONS OR THE SITE PLAN - DOOR
 LOCATIONS AND ROOF PITCH/HEIGHT. A MINOR SITE PLAN
 AMENDMENT WILL BE REQUIRED TO SHOW THE AS-BUILT
 CONDITIONS PRIOR TO THE CERTIFICATE OF OCCUPANCY FOR
 THE FIRST BUILDING ON THE SITE.
  
 2) THE REVISED PLANS SHOW THE LOADING ZONES MOVED AWAY
 FROM THE BUILDING. THE LOCATION OF THE LOADING ZONES
 NOW ENCROACHES ON THE REQUIRED 24 FOOT CLEAR DRIVE
 AISLE BEHIND THE NORTHERN AND SOUTHERN PARKING SPACES
 ALONG THE EASTERN PROPERTY LINE.
  
 3) SEPARATE PERMITS, WITH PLANS, ARE REQUIRED FOR THE
 FOLLOWING:
  
 A. LANDSCAPE
 B. IRRIGATION
 C. DUMPSTER ENCLOSURE
 D. PARKING LOT STRIPING
 E. BICYCLE RACK
 F. SIGNS
 G. SITE LIGHTING. PROVIDE DETAILS FOR THE POLE LIGHT TO
 INCLUDE HOW THIS LIGHT WILL BE SHIELDED PREVENT GLARE
 INTO THE GEORGIA AVENUE RIGHT-OF-WAY WITH THE PERMIT.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
  
Review Stop Z ZONING
Rev No 2 Status F Date 2016-08-16 Cont ID  
Sent By eschneid Date 2016-08-16 Time 14:36 Rev Time 1.00
Received By eschneid Date 2016-08-16 Time 09:51 Sent To  
Notes
2016-08-16 14:39:09FAILED
  
 1) THE ADDRESS FOR THIS SITE IS 4600 GEORGIA AVENUE.
 THE PLANS SHALL BE REVISED TO REFLECT THE CORRECT
 ADDRESS.
  
 2) THE PROPOSED ELEVATIONS DO NOT MATCH THE ISPR
 APPROVED ELEVATIONS OR THE SITE PLAN - DOOR LOCATIONS
 AND ROOF PITCH/HEIGHT. A MINOR SITE PLAN AMENDMENT WILL
 BE REQUIRED TO SHOW THE AS-BUILT CONDITIONS PRIOR TO
 THE CERTIFICATE OF OCCUPANCY FOR THE FIRST BUILDING ON
 THE SITE.
  
 3) THE LOCATION OF THE EASTERN DOORWAY FOR THE NORTH
 BUILDING ON THE FOUNDATION PLAN DOES NOT MATCH ITS
 LOCATION ON THE FLOOR AND LIFE SAFELY PLAN, THE
 ELEVATIONS, OR THE ELECTRICAL PLAN. ALL PLANS SHALL
 SHOW THE SAME CONDITION.
  
 4) THE LOCATION OF THE EASTERN DOORWAY FOR THE SOUTH
 BUILDING ON THE FOUNDATION PLAN DOES NOT MATCH ITS
 LOCATION ON THE FLOOR AND LIFE SAFELY PLAN, THE
 ELEVATIONS, OR THE ELECTRICAL PLAN. ALL PLANS SHALL
 SHOW THE SAME CONDITION.
  
 5) THE LIFE SAFETY PLANS SHOW THE EXIT DOORS OPENING
 OUT INTO THE DESIGNATED LOADING ZONES SHOWN ON THE
 APPROVED SITE PLAN. IF A TRUCK IS PARKED IN THE LOADING
 ZONE, THEN IT MAY BE IMPOSSIBLE TO OPEN THE EXIT DOOR.
 PLEASE REVIEW.
  
 6) THE PHOTOMETRIC PLAN SHOWS HIGH FOOTCANDLE LEVELS AT
 THE PROPERTY DRIVEWAYS. PLEASE SHOW DETAILS OF THE
 LIGHT FIXTURES THAT ARE MOUNTED TO THE WALL AND PROVIDE
 HOW THEY ARE SHIELDED TO PREVENT GLARE ONTO THE GEORGIA
 AVENUE RIGHT-OF-WAY.
  
 7) PROVIDE A SURVEY SHOWING THE SETBACKS OF THE
 PROPOSED BUILDINGS.
  
 8) REPEAT COMMENT: THE PAVING AND DRAINAGE PLAN DOES
 NOT MATCH THE ISPR APPROVED SITE AND LANDSCAPE PLANS -
 LANDSCAPE ISLANDS ALONG THE BUILDING EAST SIDE OF
 PROPERTY.
  
 9) REPEAT COMMENT: THE ISPR APPROVAL LETTER CONDITION
 REQUIRED THAT D CURBS BE INSTALLED TO PROTECT ALL
 LANDSCAPE AREAS, INCLUDING THE DRIVEWAYS. THIS WAS NOT
 SHOWN ON THE CIVIL PLANS SUBMITTED AS PART OF THIS
 APPLICATION.
  
 10) SEPARATE PERMITS, WITH PLANS, ARE REQUIRED FOR THE
 FOLLOWING:
  
 A. LANDSCAPE
 B. IRRIGATION
 C. DUMPSTER ENCLOSURE
 D. PARKING LOT STRIPING
 E. BICYCLE RACK
 F. SIGNS
 G. SITE LIGHTING. PROVIDE DETAILS FOR THE POLE LIGHT TO
 INCLUDE HOW THIS LIGHT WILL BE SHIELDED PREVENT GLARE
 INTO THE GEORGIA AVENUE RIGHT-OF-WAY.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
  
Review Stop Z ZONING
Rev No 1 Status F Date 2016-05-26 Cont ID  
Sent By eschneid Date 2016-05-26 Time 15:24 Rev Time 1.00
Received By eschneid Date 2016-05-24 Time 16:34 Sent To ENG
Notes
2016-05-26 15:35:24FAILED
  
 1) THE PROPOSED ELEVATIONS DO NOT MATCH THE ISPR
 APPROVED ELEVATIONS OR THE SITE PLAN - DOOR LOCATIONS
 AND ROOF PITCH/HEIGHT. ALL PLANS SHALL BE CONSISTENT
 AND THE PLANS SHALL MATCH THE ISPR APPROVED PLANS OR A
 SITE PLAN AMENDMENT SHALL BE APPROVED.
  
 2) THE ISPR LETTER CONDITION REQUIRED THAT D CURBS BE
 INSTALLED TO PROTECT ALL LANDSCAPE AREAS, INCLUDING THE
 DRIVEWAYS. THIS WAS NOT SHOWN ON THE SITE AND LANDSCAPE
 PLANS SUBMITTED AS PART OF THIS APPLICATION.
  
 3) THE SURVEY SUBMITTED WITH THE APPLICATION DOES NOT
 MATCH THE PROPOSED SITE AND LANDSCAPE PLANS FOR THE LOT
 LAYOUT.
  
 4) THE PAVING AND DRAINAGE PLAN DOES NOT MATCH THE ISPR
 APPROVED SITE AND LANDSCAPE PLANS - LANDSCAPE ISLANDS
 ALONG THE BUILDING EAST SIDE OF PROPERTY.
  
 5) SEPARATE PERMITS, WITH PLANS, ARE REQUIRED FOR THE
 FOLLOWING:
  
 A. LANDSCAPE
 B. IRRIGATION
 C. DUMPSTER ENCLOSURE
 D. PARKING LOT STRIPING
 E. BICYCLE RACK
 F. SIGNS
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
  
  
  
  
  
  


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