Plan Review Details - Permit 16071135
Plan Review Stops For Permit 16071135
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2016-11-03 Cont ID  
Sent By   Date 2016-11-03 Time 12:29 Rev Time 0.00
Received By jwitmer Date 2016-11-03 Time 07:15 Sent To  
Notes
2016-11-03 12:06:21BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16071135
 ADD: 1897 PALM BEACH LAKES BLVD UNITS 118,119,120,
 121,122 & 123.
 CONT: HALLMARK & SONS INC.
 TEL: 561-644-3498
 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.
  
 4TH REVIEW
 DATE: FRI. OCT. 14/ 2016
 ACTION: BUILDING PROVISO
 BUILDING APPROVED WITH EXCEPTION!
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
 CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
 INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
 ASSESSMENT OF RE-INSPECTION FEE(S). REVISIONS REQUIRE
 ADDITIONAL REVIEWS WITH ASSOCIATED FEES.
  
  
 1) 3RD REQUEST. SEE NOTES FROM SUPERVISOR MR. STEVE
 KENNEDY.
 9/29/16 SPOKE TO DAVID NEEDLE, OWNER REGARDING B2
 REVIEW AS HE IS CONCERNED ABOUT THE REQUIREMENT FOR
 UNITITY OF TITLE. ADVISED HIM TO PROCEED WITH THE
 RE-SUB TO ADDRESS THE OTHER B2 COMMENTS, SO HE CAN MOVE
 CLOSER TO ISSUANCE. DID NOT RESOLVE THE UNITITY ISSUE
 BUT EXPLAINED THE T-601 IMPLICATION WHICH HE WAS
 UNAWARE OF. HE MENTIONED VINCE NOEL SO I LATER SPOKE TO
 VINCE AND VERIFIED THE UNITITY PROCESS IS THE
 APPROPRIATE MECHANISM TO MOVE FORWARD. SAK.
  
  
 SHEET A1 & A2 SHOW THE RECONFIGURATION OF COMMERCIAL
 CONDOMINIUM UNITS. UNITY OF TITLE.
 THE PROPOSED BUILDING STRUCTURE TRANSGRESSES LEGAL
 BOUNDARY LINES BETWEEN THE LOTS WHICH COMBINE TO FORM
 'THE SITE'. A 'UNITY OF TITLE' SHALL BE RECORDED AT THE
 COUNTY COURTHOUSE. SUBMIT A COPY OF THE RECORDED 'UNITY
 OF TITLE' DOCUMENT SO THAT FBC TABLE 601 BOUNDARY LINE
 REQUIREMENTS MAY BE DEEMED NOT APPLICABLE.
 SEE WEBSITE FOR APPLICATION:
 HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP
 "APPLICATION FOR UNITY OF TITLE"
 HTTP://WWW.WPB.ORG/ENGINEERING/UPLOADS/2010-10-12-14-45
 -38-UNITYOFTITLE3.PDF
 VINCENT J NOEL
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2016-10-14 Cont ID  
Sent By jwitmer Date 2016-10-14 Time 09:07 Rev Time 0.00
Received By jwitmer Date 2016-10-14 Time 08:43 Sent To  
Notes
2016-10-14 09:06:57BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16071135
 ADD: 1897 PALM BEACH LAKES BLVD UNITS 118,119,120,
 121,122 & 123.
 CONT: HALLMARK & SONS INC.
 TEL: 561-644-3498
 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: FRI. OCT. 14/ 2016
 ACTION: DENIED
  
 1) 3RD REQUEST. SEE NOTES FROM SUPERVISOR MR. STEVE
 KENNEDY.
 9/29/16 SPOKE TO DAVID NEEDLE, OWNER REGARDING B2
 REVIEW AS HE IS CONCERNED ABOUT THE REQUIREMENT FOR
 UNITITY OF TITLE. ADVISED HIM TO PROCEED WITH THE
 RE-SUB TO ADDRESS THE OTHER B2 COMMENTS, SO HE CAN MOVE
 CLOSER TO ISSUANCE. DID NOT RESOLVE THE UNITITY ISSUE
 BUT EXPLAINED THE T-601 IMPLICATION WHICH HE WAS
 UNAWARE OF. HE MENTIONED VINCE NOEL SO I LATER SPOKE TO
 VINCE AND VERIFIED THE UNITITY PROCESS IS THE
 APPROPRIATE MECHANISM TO MOVE FORWARD. SAK.
  
  
 SHEET A1 & A2 SHOW THE RECONFIGURATION OF COMMERCIAL
 CONDOMINIUM UNITS. UNITY OF TITLE.
 THE PROPOSED BUILDING STRUCTURE TRANSGRESSES LEGAL
 BOUNDARY LINES BETWEEN THE LOTS WHICH COMBINE TO FORM
 'THE SITE'. A 'UNITY OF TITLE' SHALL BE RECORDED AT THE
 COUNTY COURTHOUSE. SUBMIT A COPY OF THE RECORDED 'UNITY
 OF TITLE' DOCUMENT SO THAT FBC TABLE 601 BOUNDARY LINE
 REQUIREMENTS MAY BE DEEMED NOT APPLICABLE.
 SEE WEBSITE FOR APPLICATION:
 HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP
 "APPLICATION FOR UNITY OF TITLE"
 HTTP://WWW.WPB.ORG/ENGINEERING/UPLOADS/2010-10-12-14-45
 -38-UNITYOFTITLE3.PDF
 VINCENT J NOEL
 SURVEYOR/REAL ESTATE SUPERVISOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33401
 PHONE: 494-1040 EXT: 1096
 FAX: 494-1116
 E-MAIL: [email protected]
 *********************************************
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 2-6) COMPLIED
  
 7-9) COMPLIED.
  
 10) 3RD REQUEST. SEMI-COMPLIED. SHEET A-7 SHOWS
 PRESSURES FOR VASD 1227.8 FOR A 10 FT. TALL BUILDING.
 PLEASE NOTE THIS IS A 2 STORY BUILDING WITH PARAPET,
 PRESSURES ARE LOW. FBC-B TABLE 1609.7(2) ADJUSTMENT
 FACTORS FOR BUILDING HEIGHT AND EXPOSURE. 20 FEET /
 MULTIPLIER 1.29.
  
  
 2ND REQUEST. SEMI-COMPLIED. SHEET A7 SHOWS WIND DESIGN
 CRITERIA, BUT IT IS ILLEGIBLE, TO SMALL AND FUZZY TO
 READ. I ALSO BELIEVE THE EXPOSURE PROVIDED IS A B
 EXPOSURE. PLEASE REVIEW TO THE NORTHEAST THE
 CONVERGENCE OF PALM BEACH LAKES & I-95 CREATES A C
 EXPOSURE AS WELL AS TO THE NORTHWEST A LAKE AND AGAIN
 I-95. FBC-B 1609.4.2 SURFACE ROUGHNESS CATEGORIES.
 SURFACE ROUGHNESS C. OPEN TERRAIN WITH SCATTERED
 OBSTRUCTIONS HAVING HEIGHTS GENERALLY LESS THAN 30.
 THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, AND
 GRASSLANDS. THIS SURFACE ROUGHNESS SHALL ALSO APPLY TO
 ANY BUILDING LOCATED WITHIN SURFACE ROUGHNESS B TYPE
 TERRAIN WHERE THE BUILDING IS WITHIN 100 FEET
 HORIZONTALLY IN ANY DIRECTION OF OPEN AREAS OF SURFACE
 ROUGHNESS C OR D-TYPE TERRAIN THAT EXTENDS MORE THAN
 600 FEET IN THE UPWIND DIRECTION AND A WIDTH GREATER
 THAN 150 FEET.
 1ST ROUND COMMENT. THE NEW TENANT SPACE TO THE RIGHT
 SHOWS NEW DOUBLE EGRESS DOOR ON THE FRONT OF THE
 BUILDING. PLEASE PROVIDE THE WIND DESIGN CRITERIA FOR
 THIS OPENING.
 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:
  
 10.1. 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.
  
 10.2. RISK CATEGORY.
  
 10.3. WIND EXPOSURE.
  
 10.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 10.5. 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).
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
  
 11-18) COMPLIED.
  
 19) 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 2016-09-20 Cont ID  
Sent By jwitmer Date 2016-09-20 Time 13:25 Rev Time 0.00
Received By jwitmer Date 2016-09-20 Time 09:54 Sent To  
Notes
2016-09-20 13:25:37BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16071135
 ADD: 1897 PALM BEACH LAKES BLVD UNITS 118,119,120,
 121,122 & 123.
 CONT: HALLMARK & SONS INC.
 TEL: 561-644-3498
 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: TUES. SEPT. 20/ 2016
 ACTION: DENIED
  
 1) 2ND REQUEST. SHEET A1 & A2 SHOW THE RECONFIGURATION
 OF COMMERCIAL CONDOMINIUM UNITS. UNITY OF TITLE.
 THE PROPOSED BUILDING STRUCTURE TRANSGRESSES LEGAL
 BOUNDARY LINES BETWEEN THE LOTS WHICH COMBINE TO FORM
 'THE SITE'. A 'UNITY OF TITLE' SHALL BE RECORDED AT THE
 COUNTY COURTHOUSE. SUBMIT A COPY OF THE RECORDED 'UNITY
 OF TITLE' DOCUMENT SO THAT FBC TABLE 601 BOUNDARY LINE
 REQUIREMENTS MAY BE DEEMED NOT APPLICABLE.
 SEE WEBSITE FOR APPLICATION:
 HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP
 "APPLICATION FOR UNITY OF TITLE"
 HTTP://WWW.WPB.ORG/ENGINEERING/UPLOADS/2010-10-12-14-45
 -38-UNITYOFTITLE3.PDF
 VINCENT J NOEL
 SURVEYOR/REAL ESTATE SUPERVISOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33401
 PHONE: 494-1040 EXT: 1096
 FAX: 494-1116
 E-MAIL: [email protected]
 *********************************************
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 2-6) COMPLIED
  
 7) 2ND REQUEST. PLEASE IDENTIFY THE NEW SUITES SO
 TRACKING OF THE UNITS WILL SHOW THE HISTORY. SHEET A2
 SHOWS TWO NEWLY DEFINED TENANT SPACES BUT THERE HAS
 BEEN NO IDENTIFICATION AS THE NEW TENANT ADDRESS FOR
 EACH SPACE. 107.2.1. CONSTRUCTION DOCUMENTS SHALL BE OF
 SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND
 EXTENT OF THE WORK PROPOSED, PROVIDE THE TENANT ADDRESS
 FOR EACH SPACE.
  
 8-9) COMPLIED.
  
 10) 2ND REQUEST. SEMI-COMPLIED. SHEET A7 SHOWS WIND
 DESIGN CRITERIA, BUT IT IS ILLEGIBLE, TO SMALL AND
 FUZZY TO READ. I ALSO BELIEVE THE EXPOSURE PROVIDED IS
 A B EXPOSURE. PLEASE REVIEW TO THE NORTHEAST THE
 CONVERGENCE OF PALM BEACH LAKES & I-95 CREATES A C
 EXPOSURE AS WELL AS TO THE NORTHWEST A LAKE AND AGAIN
 I-95. FBC-B 1609.4.2 SURFACE ROUGHNESS CATEGORIES.
 SURFACE ROUGHNESS C. OPEN TERRAIN WITH SCATTERED
 OBSTRUCTIONS HAVING HEIGHTS GENERALLY LESS THAN 30.
 THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, AND
 GRASSLANDS. THIS SURFACE ROUGHNESS SHALL ALSO APPLY TO
 ANY BUILDING LOCATED WITHIN SURFACE ROUGHNESS B TYPE
 TERRAIN WHERE THE BUILDING IS WITHIN 100 FEET
 HORIZONTALLY IN ANY DIRECTION OF OPEN AREAS OF SURFACE
 ROUGHNESS C OR D-TYPE TERRAIN THAT EXTENDS MORE THAN
 600 FEET IN THE UPWIND DIRECTION AND A WIDTH GREATER
 THAN 150 FEET.
 1ST ROUND COMMENT. THE NEW TENANT SPACE TO THE RIGHT
 SHOWS NEW DOUBLE EGRESS DOOR ON THE FRONT OF THE
 BUILDING. PLEASE PROVIDE THE WIND DESIGN CRITERIA FOR
 THIS OPENING.
 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:
  
 10.1. 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.
  
 10.2. RISK CATEGORY.
  
 10.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
  
 10.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 10.5. 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).
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 11) SEMI-COMPLIED. PLEASE NOTE ONLY (1) SET OF PRODUCT
 APPROVALS WERE SUBMITTED, (2) REQUIRED FOR EACH SET OF
 PLANS. 107.1. SUBMITTAL DOCUMENTS.
  
 12-13) NOT REQUIRED, NO SHUTTERS REQUIRED.
  
 14)SEMI-COMPLIED. PLEASE NOTE ONLY (1) SET OF PRODUCT
 APPROVALS WERE SUBMITTED, (2) REQUIRED FOR EACH SET OF
 PLANS. 107.1. SUBMITTAL DOCUMENTS. ADMINISTRATION
 107.3.4 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 SHALL BE RESPONSIBLE FOR REVIEWING AND COORDINATING
 SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING
 PHASED AND DEFERRED SUBMITTAL ITEMS, FOR COMPATIBILITY
 WITH THE DESIGN OF THE BUILDING. 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.
  
 15-18) COMPLIED.
  
 19) 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 1 Status F Date 2016-08-11 Cont ID  
Sent By jwitmer Date 2016-08-11 Time 07:00 Rev Time  
Received By jwitmer Date 2016-08-10 Time 13:18 Sent To  
Notes
2016-08-11 07:01:52BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16071135
 ADD: 1897 PALM BEACH LAKES BLVD UNITS 118,119,120,
 121,122 & 123.
 CONT: HALLMARK & SONS INC.
 TEL: 561-644-3498
 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: WED. AUGUST 10/ 2016
 ACTION: DENIED
  
 1) SHEET A1 & A2 SHOW THE RECONFIGURATION OF COMMERCIAL
 CONDOMINIUM UNITS. UNITY OF TITLE.
 THE PROPOSED BUILDING STRUCTURE TRANSGRESSES LEGAL
 BOUNDARY LINES BETWEEN THE LOTS WHICH COMBINE TO FORM
 'THE SITE'. A 'UNITY OF TITLE' SHALL BE RECORDED AT THE
 COUNTY COURTHOUSE. SUBMIT A COPY OF THE RECORDED 'UNITY
 OF TITLE' DOCUMENT SO THAT FBC TABLE 601 BOUNDARY LINE
 REQUIREMENTS MAY BE DEEMED NOT APPLICABLE.
 SEE WEBSITE FOR APPLICATION:
 HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP
 "APPLICATION FOR UNITY OF TITLE"
 HTTP://WWW.WPB.ORG/ENGINEERING/UPLOADS/2010-10-12-14-45
 -38-UNITYOFTITLE3.PDF
 VINCENT J NOEL
 SURVEYOR/REAL ESTATE SUPERVISOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33401
 PHONE: 494-1040 EXT: 1096
 FAX: 494-1116
 E-MAIL: [email protected]
 *********************************************
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 2) SHEET A1 UNDER THE HEADING CONSTRUCTION TYPE&
 OCCUPANCY. THE PLANS INDICATE THIS BUILDING TYPE AS A
 VB. A BUILDING TYPE VB NON-SPRINKLERED BUILDING ONLY
 ALLOWS 9,000 SQ. FT. EVEN IF FRONTAGE INCREASES WERE
 TAKEN THE OVERALL BUILDING FOOT PRINT CAN?T BE OVER
 15,750 SQUARE FEET. IS THERE A FIRE WALL WITHIN THE
 BUILDING OR IS THE BUILDING TYPE POSSIBLY A BUILDING
 TYPE IIIB? 2014 FBC-B TABLE 503.
  
 3) SHEET A1 UNDER THE HEADING CONSTRUCTION TYPE AND
 OCCUPANCY THE PLANS STATE THIS IS AN BUSINESS
 OCCUPANCY. PLEASE NOTE YOU HAVE 2 CONFERENCE ROOMS WITH
 1144 SQ. FT./ 15= 77 OCCUPANTS. PRIDE OFFICES IS 3970
 SQ. FT. 29% OF THE FLOOR AREA IS AN ASSEMBLY A3
 OCCUPANCY MAKING THIS TENANT SPACE A MIXED OCCUPANCY
 TENANCY. SEE FBC-B 508.2.1. PLEASE ALSO DECLARE IF THE
 MIXED USE OCCUPANCY WILL BE DESIGNED AS SEPARATED
 OCCUPANCIES (508.2.4) OR NONSEPARATED OCCUPANCIES
 (508.3).
  
 4) PLEASE NOTE WITH AN OCCUPANT LOAD GREATER THAN 30
 FOR BUSINESS & ASSEMBLY OCCUPANCIES IN A
 NON-SPRINKLERED BUILDING TABLE 1018.1 WILL REQUIRE 1
 HOUR FIRE RATED CORRIDORS, OPENING PROTECTIVES DOORS OF
 20 MINUTES AND IF SIDELIGHTS AND OR TRANSOMS ? HOUR SEE
 FOOTNOTE B. FOOTNOTE B. FOR TESTING REQUIREMENTS, SEE
 SECTION 716.5.3.
  
 4A) FBC-B 1018.6 CORRIDOR CONTINUITY.
 FIRE-RESISTANCE-RATED CORRIDORS SHALL BE CONTINUOUS
 FROM THE POINT OF ENTRY TO AN EXIT, AND SHALL NOT BE
 INTERRUPTED BY INTERVENING ROOMS. WHERE THE PATH OF
 EGRESS TRAVEL WITHIN A FIRE-RESISTANCE-RATED CORRIDOR
 TO THE EXIT INCLUDES TRAVEL ALONG UNENCLOSED EXIT
 ACCESS STAIRWAYS OR RAMPS, THE FIRE RESISTANCE-RATING
 SHALL BE CONTINUOUS FOR THE LENGTH OF THE STAIRWAY OR
 RAMP AND FOR THE LENGTH OF THE CONNECTING CORRIDOR ON
 THE ADJACENT FLOOR LEADING TO THE EXIT.
  
 4B) FBC-B 1018.1 CONSTRUCTION. CORRIDORS SHALL BE
 FIRE-RESISTANCE RATED IN ACCORDANCE WITH TABLE 1018.1.
 THE CORRIDOR WALLS REQUIRED TO BE FIRE-RESISTANCE RATED
 SHALL COMPLY WITH SECTION 708 FOR FIRE PARTITIONS.
 708.3 FIRE-RESISTANCE RATING. FIRE PARTITIONS SHALL
 HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 1 HOUR.
  
 4C) FBC-B 708.4 CONTINUITY. FIRE PARTITIONS SHALL
 EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING
 ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF
 SHEATHING, SLAB OR DECK ABOVE OR TO THE
 FIRE-RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING
 ASSEMBLY ABOVE, AND SHALL BE SECURELY ATTACHED THERETO.
  
 4D) FBC-B 717.5.4 FIRE PARTITIONS. DUCTS AND AIR
 TRANSFER OPENINGS THAT PENETRATE FIRE PARTITIONS SHALL
 BE PROTECTED WITH LISTED FIRE DAMPERS INSTALLED IN
 ACCORDANCE WITH THEIR LISTING.
  
 4E) FBC-B 717.4 ACCESS AND IDENTIFICATION.
 FIRE AND SMOKE DAMPERS SHALL BE PROVIDED WITH AN
 APPROVED MEANS OF ACCESS, WHICH IS LARGE ENOUGH TO
 PERMIT INSPECTION AND MAINTENANCE OF THE DAMPER AND ITS
 OPERATING PARTS. THE ACCESS SHALL NOT AFFECT THE
 INTEGRITY OF FIRE-RESISTANCE-RATED ASSEMBLIES. THE
 ACCESS OPENINGS SHALL NOT REDUCE THE FIRE-RESISTANCE
 RATING OF THE ASSEMBLY. ACCESS POINTS SHALL BE
 PERMANENTLY IDENTIFIED ON THE EXTERIOR BY A LABEL
 HAVING LETTERS NOT LESS THAN 1/2 INCH (12.7 MM) IN
 HEIGHT READING: FIRE/SMOKE DAMPER, SMOKE DAMPER OR FIRE
 DAMPER. ACCESS DOORS IN DUCTS SHALL BE TIGHT FITTING
 AND SUITABLE FOR THE REQUIRED DUCT CONSTRUCTION.
  
 4F) FBC-B 703.7 MARKING AND IDENTIFICATION.
 FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE
 BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL
 REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS
 SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH
 SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL:
 4F) 1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR,
 FLOOR-CEILING OR ATTIC SPACES;
 4F) 2. BE LOCATED WITHIN 15 FEET (4572 MM ) OF THE END
 OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET
 (9144 MM) MEASURED HORIZONTALLY ALONG THE WALL OR
 PARTITION; AND
 4F) 3. INCLUDE LETTERING NOT LESS THAN 3 INCHES (76 MM
 ) IN HEIGHT WITH A MINIMUM 3/8 INCH (9.5 MM) STROKE IN
 A CONTRASTING COLOR INCORPORATING THE SUGGESTED
 WORDING. ?FIRE AND/OR SMOKE BARRIER?PROTECT ALL
 OPENINGS? OR OTHER WORDING.
  
 5) BOTH THE P. B. C. PROPERTY APPRAISER OFFICE AND
 GOOGLE EARTH SHOW THIS TO BE A TWO STORY BUILDING.
 PLEASE PROVIDE HOW THE 2 HR. FIRE RESISTANCE RATING FOR
 FIRE BARRIERS WILL BE MAINTAINED PER TABLE FBC-B
 707.3.10. SHEET A2 SHOWS A FLOOR ASSEMBLY BUT NOT THE
 FIRE RATING OF THE FLOOR SYSTEM.
  
 6) SHEET A6 INDICATES A LIST OF RATED EITHER FLOOR OR
 WALL ASSEMBLIES, TYPE OF PENETRATION, DETAIL RATING IN
 HOURS AND UL ASSEMBLY NUMBER BUT THE DETAIL FROM UL AND
 ALL OF THE COMPONENTS MAKING UP THE ASSEMBLY ARE NOT
 SHOWN. THIS INFORMATION IS A MUST FOR CONTRACTOR DOING
 THE INSTALLATION AS WELL AS THE INSPECTOR IN THE FIELD.
 107.2.1.3 ADDITIONAL INFORMATION REQUIRED.
  
 7) SHEET A2 SHOWS TWO NEWLY DEFINED TENANT SPACES BUT
 THERE HAS BEEN NO IDENTIFICATION AS THE NEW TENANT
 ADDRESS FOR EACH SPACE. 107.2.1. CONSTRUCTION DOCUMENTS
 SHALL BE OF SUFFICIENT CLARITY TO INDICATE THE
 LOCATION, NATURE AND EXTENT OF THE WORK PROPOSED,
 PROVIDE THE TENANT ADDRESS FOR EACH SPACE.
  
 8) PLEASE SHOW ON BOTH A2 & A3 THE LIFE SAFETY PLAN THE
 REQUIREMENT FOR (2) ACCESSIBLE (LEVEL EGRESSES). 2014
 FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF EGRESS
 SHALL COMPLY WITH SECTION 1003.2.13 OF THE
 INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001
 SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL
 BUILDING CODE (2003 EDITION).
 2003 IBC-B 1007.1 WHERE MORE THAN ONE MEANS OF EGRESS
 IS REQUIRED BY SECTIONS 1014.1 OR 1018.1 FROM ANY
 ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE
 SHALL BE SERVED BY NOT LESS THAN TWO MEANS OF EGRESS.
  
 9) SHEET A2 THE DOOR TO OFFICE 121 WILL NEED TO SHOW
 COMPLIANCE WITH 2014 FBC-ACCESS. CODE 202.4.2
 MANEUVERING CLEARANCES, MISSING THE 18 INCHES ON THE
 LATCH SIDE OF THE DOOR.
  
 10) THE NEW TENANT SPACE TO THE RIGHT SHOWS NEW DOUBLE
 EGRESS DOOR ON THE FRONT OF THE BUILDING. PLEASE
 PROVIDE THE WIND DESIGN CRITERIA FOR THIS OPENING.
 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:
  
 10.1. 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.
  
 10.2. RISK CATEGORY.
  
 10.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
  
 10.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 10.5. 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).
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
 11) THE SUBMITTED PRODUCT APPROVAL A MIAMI-DADE NOA
 1401022.06 ALDORA ALUMINUM & GLASS MCKINLEY OUTSWING
 DOOR IS NOT BEEN TESTED FOR LARGE MISSILE TESTING. THIS
 SYSTEM WILL REQUIRE STORM SHUTTERS.
 1609.1.2 PROTECTION OF OPENINGS. 1. GLAZED OPENINGS
 LOCATED WITHIN 30 FEET (9144 MM) OF GRADE SHALL MEET
 THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E
 1996.
  
 12) 2014 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(E) SHUTTERS
  
 13) 2014 FBC-B 1609.1.2, 1715.8 & EXIST BUILD CODE
 606.4 PROCEDURES: A COMPLETE INSTALLATION SCHEDULE
 SUMMARIZING & IDENTIFYING OPENING SIZES, STORY HEIGHTS,
 UNIT MARK NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM BAR
 REINFORCING REQUIREMENTS, WALL PRESSURE ZONES, SLAT
 TYPES, ETC.
  
 14) ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE. THE REGISTERED DESIGN
 PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE
 FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS
 PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED
 SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF
 THE BUILDING. 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.
  
 15) SHEET A2 SHOWS A RECESSED FIRE EXTINGUISHER CABINET
 IN A 1 HOUR FIRE RATED WALL. THE PLANS CALL OUT A
 DETAIL 8/A7 PLEASE PROVIDE DETAIL WITH THE PROPOSED 1
 HOUR FIRE RATING.
  
 16) SHEET A2 SHOWS A FUTURE RECEPTION DESK AND BREAK
 AREA, THE PLANS DO NOT SHOW DETAILS OR ELEVATION IN
 COMPLIANCE WITH;
 16A)2014 FBC-ACCESS. CODE 904.3.3 CHECK WRITING
 SURFACES. WHERE PROVIDED, CHECK WRITING SURFACES SHALL
 COMPLY WITH 902.3. 904.4 SALES AND SERVICE COUNTERS.
 SALES COUNTERS AND SERVICE COUNTERS SHALL COMPLY WITH
 904.4.1 OR 904.4.2. THE ACCESSIBLE PORTION OF THE
 COUNTER TOP SHALL EXTEND THE SAME DEPTH AS THE SALES OR
 SERVICE COUNTER TOP.
  
 16B) 2014 FBC-ACCESS. CODE. BREAK AREA. 2014
 FBC-ACCESS. CODE 606.1-606.5.
  
 17) SHEET A4 THE TOP OF THE SHEET SHOWS AN ARRAY OF
 ITEMS PLACED ABOVE THE REACH RANGES AND OPERABLE PARTS.
 SEE ACCESS. CODE 308.2, 308.3 AND THE REQUIREMENTS FOR
 OPERABLE PARTS 309.1-309.4.
  
 18) SHEET A4 INDICATES THE USE OF A HIGH/ LOW DRINKING
 FOUNTAIN BUT IN THE DETAIL THE WORDS HANDICAPPED WATER
 COOLER IS USED. PLEASE NOTE WATER COOLERS CAN NOT BE
 SUBSTITUTED FOR THE REQUIRED HIGH/ LOW DRINKING
 FOUNTAINS. ACCESS. CODE 211.2 MINIMUM NUMBER. NO FEWER
 THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED. ONE
 DRINKING FOUNTAIN SHALL COMPLY WITH 602.1 THROUGH 602.6
 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH 602.7.
  
 19) 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]
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2016-09-28 Cont ID  
Sent By mvaldes Date 2016-09-28 Time 14:17 Rev Time 0.00
Received By mvaldes Date 2016-09-28 Time 13:14 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-08-01 Cont ID  
Sent By mvaldes Date 2016-08-01 Time 11:44 Rev Time 0.00
Received By mvaldes Date 2016-08-01 Time 08:16 Sent To  
Notes
2016-08-01 12:26:12JOB PERMIT NUMBER: 16071135
 JOB ADDRESS: 1897 PALM BEACH LAKES BLVD
 WEST PALM BEACH FLORIDA
 DATE: AUGUST 1, 2016
  ELECTRICAL PLAN REVIEW COMMENTS
  
 THE PLANS FOR THE ABOVE MENTIONED PERMIT APPLICATION
 HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE EDITION OF
 THE NEC, (NATIONAL ELECTRICAL CODE) 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) CURRENT AND APPLICABLE CODES IN EFFECT ARE NFPA 72
 2010, NFPA 101 2012, AND NFPA 70 ( NEC ) 2011.
 2) LOW VOLTAGE SHALL BE UNDER A SEPARATE PERMIT.
 3) FBC-E C405.7.3 VOLTAGE DROP. FEEDERS & CUSTOMER
 OWNED SERVICE CONDUCTORS SHALL BE SIZED FOR A MAXIMUM
 OF 2% VOLTAGE DROP. BRANCH CIRCUITS SHALL BE SIZED FOR
 A MAXIMUM OF 3% VOLTAGE DROP.
 4) ADD SERVICE RECEPTACLE OUTLET FOR MECHANICAL
 EQUIPMENT WITHIN 25' PER NEC 210.63 AND IF INSTALLED
 OUTDOORS THE DEVICE SHALL BE "WR", AND THE ENCLOSURE
 "WP" PER NEC 406.9(B).
 5) NEC 300.3(C)(1) CONDUCTOR INSULATION RATING WITHIN
 ENCLOSURES AND CABLES OR RACEWAYS SHALL BE OF EQUAL
 VOLTAGE, SEPARATION BARRIERS IN COMPLIANCE WITH NEC 725
 IS ACCEPTABLE. PLEASE CLARIFY FOR CONFERENCE ROOM FLOOR
 BOXES.
 6) IF BREAK ROOM AREA CONTAIN SINKS IN THE COUNTERTOP
 GFCI PROTECTION IS REQUIRED. NEC 210.8(B)(5)(6).
 7) PROVIDE A LUMINAIRE SUPPORT DETAIL THAT COMPLIES
 WITH NEC 410.36(B) MECHANICAL MEANS OF FASTENING OF
 LUMINAIRES TO SUSPENDED CEILINGS FRAMING MEMBERS.
 CEILING GRID ATTACHMENTS SHALL ALSO BE IN ACCORDANCE TO
 ANSI STANDARDS.
 8) SHOW AVAILABLE FAULT CURRENT FIELD MARKINGS ON
 SERVICE EQUIPMENT SINCE MODIFICATIONS ARE BEING MADE TO
 THE ELECTRICAL SYSTEM. NEC 110.24(A)(B). LABEL ALL
 PANELBOARDS WITH THEIR SOURCE OF SUPPLY ORIGINATION.
 NEC 408.4(B)
 9) CLARIFY ONE LINE-DIAGRAM RACEWAY SCHEDULE TO VERIFY
 WHY SOME CONDUITS DON'T HAVE AN EQUIPMENT GROUNDING
 CONDUCTOR? CLARIFY IF INTERCEPTING POINT FOR PANELS
 "A1" & "A2" IS A HANDHOLD OR A WIRE-WAY GUTTER? PROPER
 BONDING REQUIRED PER NEC 250. HOW WILL THE SERVICE TAP
 FROM EXISTING EQUIPMENT BE MADE, IS IT THROUGH DUAL LUG
 AND IF SO THE TAP BOX MUST BE IDENTIFIED PER NEC
 110.14.
  
 PLEASE REVISE YOUR DRAWINGS TO REFLECT THE ABOVE
 MENTIONED DEFICIENCIES.
 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. THE NARRATIVE SHOULD
 INCLUDE THE PLAN REVIEWER?S COMMENTS AND YOUR RESPONSE
 OR ACTION TO SAME.
 ADDITIONALLY, PLEASE INSERT CORRECTED PAGES INTO THE
 SUBMITTAL AND LEAVE THE PREVIOUSLY REVIEWED SHEETS FOR
 COMPARISON.
 CLOUDING THE CHANGES WILL BE GREATLY APPRECIATED.
  
 IF YOU HAVE FURTHER QUESTIONS, PLEASE DON?T HESITATE TO
 CONTACT ME DIRECTLY.
  
 FBC 2014 5TH ED. NEC 2011
 MARIO VALDES
 ELECTRICAL PLAN EXAMINER
 561-805-6713
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-09-12 Cont ID  
Sent By scaldero Date 2016-09-12 Time 11:18 Rev Time 0.00
Received By scaldero Date 2016-09-12 Time 11:18 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2016-08-08 Cont ID  
Sent By scaldero Date 2016-08-08 Time 11:41 Rev Time 0.00
Received By scaldero Date 2016-08-08 Time 11:37 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-11-03 Cont ID  
Sent By   Date 2016-11-03 Time   Rev Time 0.00
Received By lmarchan Date 2016-10-26 Time 13:09 Sent To  
Notes
2016-10-28 13:10:10RESUB ROUTED TO JWITMER
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-10-14 Cont ID  
Sent By   Date 2016-10-14 Time   Rev Time 0.00
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Notes
2016-10-13 14:06:05RESUB ROUTED TO JWITMER
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-09-28 Cont ID  
Sent By mvaldes Date 2016-09-28 Time 14:17 Rev Time 0.00
Received By mvaldes Date 2016-09-02 Time 15:33 Sent To  
Notes
2016-09-02 15:33:52C03
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-08-24 Cont ID  
Sent By tklarge Date 2016-08-24 Time 05:33 Rev Time 0.00
Received By tklarge Date 2016-07-27 Time 15:03 Sent To  
Notes
2016-07-28 15:03:19C06
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2016-08-11 Cont ID  
Sent By jwitmer Date 2016-08-11 Time 07:02 Rev Time  
Received By jwitmer Date 2016-08-10 Time 13:18 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2016-09-08 Cont ID  
Sent By ccole Date 2016-09-08 Time 08:14 Rev Time 0.00
Received By ccole Date 2016-09-08 Time 08:14 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-08-03 Cont ID  
Sent By ccole Date 2016-08-03 Time 10:01 Rev Time 0.00
Received By ccole Date 2016-08-03 Time 10:01 Sent To  
Notes
2016-08-03 10:16:241ST REVIEW FBC-2014 MECHANICAL
 PERMIT #16071135
 8/3/16
  
 1) THE TOILET ROOM EXHAUST FAN CAPACITIES SHALL BE
 SIZED AT 70 CFMS PER WATER CLOSET OR URINAL IF TO BE
 OPERATED INTERMITTENTLY.
  
 2) ENERGYGAUGE/ASHRAE 90.1 COMPLIANCE SUBMITTAL: PLEASE
 COMPLETE THE CHECKLIST ON PAGE 1 AND SUBMIT THE
 MANDATORY COMPLIANCE CHECKLIST ALL APPLICABLE BOXES
 CHECKED OFF.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2016-09-28 Cont ID  
Sent By gjohnson Date 2016-09-28 Time 11:36 Rev Time 0.00
Received By gjohnson Date 2016-09-28 Time 10:43 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-08-24 Cont ID  
Sent By tklarge Date 2016-08-24 Time 05:33 Rev Time 0.00
Received By tklarge Date 2016-08-24 Time 04:31 Sent To  
Notes
2016-08-24 05:33:041) SHT. A4 - THE LENGTH OF THE TOILET COMPARTMENTS
 SHALL COMPLY WIYH 2014 FPC SEC. 405.3.1.
 2) SHT. A4 - TOILET COMPARTMENTS IN GANG RESTROOMS -
 DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE FOR
 ANY FIXTURE PER THE 2014 FAC SEC.603.2.3.
 3) SHT. A4 - THE GRAB BARS SHALL BE MEASURED FROM THE
 FINISH FLOOR TO THE TOP OF THE GRIPPING SURFACE PER
 2014 FAC SEC. 609.4.
 4) SHT. A4 - THE GRAB BAR BEHIND THE WATER CLOSET SHALL
 COMPLY WITH FIGURE 604.5.2 OF THE 2014 FAC & SEC.
 604.5.2.
 5) THE TOILET PAPER DISPENSER SHALL BE LOCATED 7-9
 INCHES FROM THE FRONT OF THE WATER CLOSET TO THE
 CENTERLINE OF THE DISPENSER. 22014 FAC SEC. 604.7.
 6) SHT. A4 - PLEASE NUMBER THE DETAILS. FBC 107.2.1.
 7) SHT. P3.1 NOTE #4 REFERS TO SHT. P5.1 FOR DETAILS OF
 HW, CW & HWR BUT P5.1 SHOWS PIPE SUPPORT. CLARIFY.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  


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