Plan Review Details - Permit 16080844
Plan Review Stops For Permit 16080844
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status P Date 2018-04-12 Cont ID  
Sent By shill Date 2018-04-12 Time 08:11 Rev Time 0.00
Received By shill Date 2018-04-12 Time 08:11 Sent To  
Notes
2018-04-12 08:12:28AIPP REQUIREMENT SATISFIED PER EMAIL FROM S.WELTER
 4/12/18
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2017-01-24 Cont ID  
Sent By jwitmer Date 2017-01-24 Time 07:30 Rev Time 0.00
Received By jwitmer Date 2017-01-24 Time 06:48 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2017-01-05 Cont ID  
Sent By jwitmer Date 2017-01-05 Time 15:52 Rev Time 0.00
Received By jwitmer Date 2017-01-05 Time 09:44 Sent To  
Notes
2017-01-05 12:04:36BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16080844
 ADD: 1101 54TH ST.
 CONT: ALBU & ASSOCIATES
 TEL: 407-788-1450
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 3RD REVIEW
 DATE: THURS. JAN. 056/2017
  
 ACTION : DENIED
 1) MISSING SOILS REPORTS, 2 ORIGINAL SIGNED AND SEALED
 SOILS REPORTS REQUIRED. 2014 FBC-B SECTION 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.
  
 01/09/2017 RECEIVED FEDEX: 2 SOILS REPORTS, SIGNATURES
 ARE COPIES, YOU CAN SEE PIXELS IN THE SIGNATURE, NEEDS
 TO BE EITHER AN ELECTRONINC SIGNATURE SUBMITTED
 ELECTRONICALLY IN COMPLIANCE WTIH 61G15-23.005
 PROCEDURES FOR SIGNING AND SEALING ELECTRONICALLY
 TRANSMITTED PLANS, SPECIFICATIONS, REPORTS OR OTHER
 DOCUMENTS OR SIGNED REPORT IN COMPLIANCE WITH
 61G15-23.002(2) FL. ADMIN. CODE. A COVER SHEET OR INDEX
 SHEET FOR ENGINEERING SPECIFICATIONS MAY BE USED AND
 THAT SHEET MUST BE SIGNED IN RESPONSIBLE CHARGE OF THE
 PRODUCTION & PREPARATION OF EACH SECTION OF THE
 ENGINEERING SPECIFICATION WITH SUFFICIENT INFORMATION
 ON THE COVER SHEET OR INDEX LISTING HOW MANY PAGES ARE
 COVERED UNDER THE COVER SHEET OR INDEX SHEET. ..
 CALLED KYLECARR AND LEFT A MESSAGE ON HIS VOICE MAI
 NEED ORIGINAL SIGNED SOILS REPORTSL.
  
  
 BUILDING PROVISOS:
  
 1) THE SUBMITTED 2 INCH BINDERS OF PRODUCT APPROVALS
 HAVE NOT BEEN REVIEWED BY THE DESIGNER OF RECORD NOR
 ANY OF THE SUBMITTED APPROVALS THE COVERSHEETS ONLY
 HAVE THE TECHNICAL SHEETS WERE SUBMITTED. THE PRODUCT
 APPROVALS REQUIRE THE COVERSHEETS INDICATING THEY ARE
 EITHER A FLORIDA APPROVAL OR A MIAMI-DADE NOA (NOTICE
 OF ACCEPTANCE). IF THEY HAVE NEITHER A LOCAL APPROVAL
 MAY BE REQUIRED.
 1A) BUILDING PROVISO: 2014 FLORIDA BUILDING CODE W 2014
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 107.3.4.2 DEFERRED
 SUBMITTALS. FOR THE PURPOSES OF THIS SECTION, DEFERRED
 SUBMITTALS ARE DEFINED AS THOSE PORTIONS OF THE DESIGN
 THAT ARE NOT SUBMITTED AT THE TIME OF THE APPLICATION
 AND THAT ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL
 WITHIN A SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL
 ITEMS SHALL HAVE THE PRIOR APPROVAL OF THE BUILDING
 OFFICIAL. THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE SHALL LIST THE DEFERRED SUBMITTALS
 ON THE CONSTRUCTION DOCUMENTS FOR REVIEW BY THE
 BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 1B) PROVISO/ DEFERRED SUBMITTAL. 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)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 1C)PROVISO/ DEFERRED SUBMITTAL. FBC 107.3.4.1 PRODUCT
 APPROVALS. THOSE PRODUCTS WHICH ARE REGULATED BY THE
 DCA RULE 9N-03 SHALL BE REVIEWED AND APPROVED IN
 WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 1D) PROVISO/ DEFERRED SUBMITTAL. ROOF TOP A/C STANDS
 WILL REQUIRE A PRODUCT APPROVAL. EITHER THE CONTRACTOR
 OR THE DESIGNER OF RECORD WILL NEED TO COMPLETE THE
 FOLLOWING ON THE PRODUCT APPROVAL IN CALCULATING THE
 AREA OF THE ROOF TOP COMPRESSORS, THE MEAN ROOF HEIGHT
 OF THE STAND AND COMPRESSORS, WEIGHT, CIRCLED THE
 DESIGN PARAMETERS IN THE TABLES , ANCHORS AND UPLIFT
 VERSES MOMENT. 1609.6.4.4.1 COMPONENTS & CLADDING.
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-12-06 Cont ID  
Sent By jwitmer Date 2016-12-06 Time 12:29 Rev Time 0.00
Received By jwitmer Date 2016-12-06 Time 09:44 Sent To  
Notes
2016-12-06 12:29:32BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16080844
 ADD: 1101 54TH ST.
 CONT: ALBU & ASSOCIATES
 TEL: 407-788-1450
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2ND REVIEW
 DATE: TUES. DEC. 06/2016
 ACTION: DENIED
  
 1) PROVISO: ART IN PUBLIC PLACES.
  
 2) 2ND REQUEST. THE BUILDING PERMIT FOR THIS PROJECT
 INDICATES THE VALUE FOR THE PROJECT OF $2,643,849.00
 DOLLARS. PLEASE NOTE THIS VALUE SHOULD ONLY REFLECT THE
 BUILDING, NOT ANY OF THE PERMIT VALUES FOR THE SITE
 IMPROVEMENT.
 THERE ARE (4) PERMITS THAT WILL COST $80.00 AN
 ADMINISTRATIVE FEE, (MECHANICAL, ELECTRICAL, PLUMBING &
 ROOFING) THESE VALUES SHOULD REMAIN IN THE BUILDING
 PERMIT. THE OTHER PERMITS TO BE REVIEWED UNDER SEPARATE
 PERMIT, WITH SEPARATE ASSOCIATED FEES ARE: FIRE
 SPRINKLER, FIRE ALARM, ALL LOW VOLTAGE PERMITS, KITCHEN
 EXHAUST HOODS, FIRE SUPPRESSION SYSTEMS, WALK IN
 COOLERS & FREEZERS, GREASE INTERCEPTORS?
  
 PERMITS THAT ARE NOT INCLUDED IN THE BUILDING PERMIT
 VALUE AND ARE SITE IMPROVEMENT PERMITS WOULD BE
 SITE CLEARING PERMITS, UNDERGROUND UTILITIES, LIFT
 STATIONS, PAVING AND DRAINAGE, STRIPPING OF PARKING
 LOTS, IRRIGATION, LANDSCAPE, SIGN PERMITS AWNINGS?
  
 3) COMPLIED. SHEET LS1.0 UNDER THE HEADING CODE
 INFORMATION LIST THE WIND DESIGN TO ASCE 7-02. PLEASE
 REFER TO THE 2014 FBC-B 1609.1.1 AND CHAPTER 35 THE
 REFERENCED STANDARDS ASCE 7-10.
  
 4)PROVISO: SHEET LS1.0 UNDER THE HEADING PROJECT USE A
 NEW CHEMICAL DEPENDENCY TREATMENT CENTER. THE OCCUPANCY
 TYPE A MIXED USE OF BUSINESS & I-1 ALCOHOL AND DRUG
 CENTERS). PLEASE BE AWARE IF THERE IS
 FOR MEDICAL CARE ON A 24-HOUR BASIS FOR MORE THAN FIVE
 PERSONS WHO ARE INCAPABLE OF SELF-PRESERVATION
 (DETOXIFICATION FACILITIES) THEN THE OCCUPANCY
 CLASSIFICATION WILL BE INSTITUTIONAL GROUP I-2. 2014
 FBC-B 308.4. RESPONSE INDICATES SEE ATTACHED LETTER
 FROM MS. BRYN WESCH.
  
 5) NOT APPLICABLE.
  
 6-19) COMPLIED.
  
 20A) BUILDING PROVISO: 2014 FLORIDA BUILDING CODE W
 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 107.3.4.2 DEFERRED
 SUBMITTALS. FOR THE PURPOSES OF THIS SECTION, DEFERRED
 SUBMITTALS ARE DEFINED AS THOSE PORTIONS OF THE DESIGN
 THAT ARE NOT SUBMITTED AT THE TIME OF THE APPLICATION
 AND THAT ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL
 WITHIN A SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL
 ITEMS SHALL HAVE THE PRIOR APPROVAL OF THE BUILDING
 OFFICIAL. THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE SHALL LIST THE DEFERRED SUBMITTALS
 ON THE CONSTRUCTION DOCUMENTS FOR REVIEW BY THE
 BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 20B) PROVISO/ DEFERRED SUBMITTAL. 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)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 20C)PROVISO/ DEFERRED SUBMITTAL. FBC 107.3.4.1 PRODUCT
 APPROVALS. THOSE PRODUCTS WHICH ARE REGULATED BY THE
 DCA RULE 9N-03 SHALL BE REVIEWED AND APPROVED IN
 WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 21) PROVISO/ DEFERRED SUBMITTAL. ROOF TOP A/C STANDS
 WILL REQUIRE A PRODUCT APPROVAL. EITHER THE CONTRACTOR
 OR THE DESIGNER OF RECORD WILL NEED TO COMPLETE THE
 FOLLOWING ON THE PRODUCT APPROVAL IN CALCULATING THE
 AREA OF THE ROOF TOP COMPRESSORS, THE MEAN ROOF HEIGHT
 OF THE STAND AND COMPRESSORS, WEIGHT, CIRCLED THE
 DESIGN PARAMETERS IN THE TABLES , ANCHORS AND UPLIFT
 VERSES MOMENT. 1609.6.4.4.1 COMPONENTS & CLADDING.
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
  
 22) PALM BEACH COUNTY IMPACT FEES/ COMPLIED.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-09-09 Cont ID  
Sent By jwitmer Date 2016-09-09 Time 15:12 Rev Time 0.00
Received By jwitmer Date 2016-09-08 Time 07:01 Sent To  
Notes
2016-09-09 15:13:36BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16080844
 ADD: 1101 54TH ST.
 CONT: ALBU & ASSOCIATES
 TEL: 407-788-1450
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: THURS. SEPT. 08/2016
 ACTION: DENIED
  
 1) ART IN PUBLIC PLACES. THE CITY OF WEST PALM BEACH
 ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT APPLIES
 TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH
 THE PERMIT APPLICATION WAS SUBMITTED AFTER 6/29/14, AND
 THE TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR
 GREATER THAN $750,000 WILL NEED TO COMPLY WITH THIS
 ORDINANCE.
 PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND
 CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V,
 ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION
 78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL
 PROJECT CONSTRUCTION COST.
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS.
 FOR CONTACT INFORMATION PLEASE CONTACT:
 MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR
 822-1515 E-MAIL: [email protected]
  
 2) THE BUILDING PERMIT FOR THIS PROJECT INDICATES THE
 VALUE FOR THE PROJECT OF $2,643,849.00 DOLLARS. PLEASE
 NOTE THIS VALUE SHOULD ONLY REFLECT THE BUILDING, NOT
 ANY OF THE PERMIT VALUES FOR THE SITE IMPROVEMENT.
 THERE ARE (4) PERMITS THAT WILL COST $80.00 AN
 ADMINISTRATIVE FEE, (MECHANICAL, ELECTRICAL, PLUMBING &
 ROOFING) THESE VALUES SHOULD REMAIN IN THE BUILDING
 PERMIT. THE OTHER PERMITS TO BE REVIEWED UNDER SEPARATE
 PERMIT, WITH SEPARATE ASSOCIATED FEES ARE: FIRE
 SPRINKLER, FIRE ALARM, ALL LOW VOLTAGE PERMITS, KITCHEN
 EXHAUST HOODS, FIRE SUPPRESSION SYSTEMS, WALK IN
 COOLERS & FREEZERS, GREASE INTERCEPTORS?
  
 PERMITS THAT ARE NOT INCLUDED IN THE BUILDING PERMIT
 VALUE AND ARE SITE IMPROVEMENT PERMITS WOULD BE
 SITE CLEARING PERMITS, UNDERGROUND UTILITIES, LIFT
 STATIONS, PAVING AND DRAINAGE, STRIPPING OF PARKING
 LOTS, IRRIGATION, LANDSCAPE, SIGN PERMITS AWNINGS?
  
 3) SHEET LS1.0 UNDER THE HEADING CODE INFORMATION LIST
 THE WIND DESIGN TO ASCE 7-02. PLEASE REFER TO THE 2014
 FBC-B 1609.1.1 AND CHAPTER 35 THE REFERENCED STANDARDS
 ASCE 7-10.
  
 4) SHEET LS1.0 UNDER THE HEADING PROJECT USE A NEW
 CHEMICAL DEPENDENCY TREATMENT CENTER. THE OCCUPANCY
 TYPE A MIXED USE OF BUSINESS & I-1 ALCOHOL AND DRUG
 CENTERS). PLEASE BE AWARE IF THERE IS
 FOR MEDICAL CARE ON A 24-HOUR BASIS FOR MORE THAN FIVE
 PERSONS WHO ARE INCAPABLE OF SELF-PRESERVATION
 (DETOXIFICATION FACILITIES) THEN THE OCCUPANCY
 CLASSIFICATION WILL BE INSTITUTIONAL GROUP I-2. 2014
 FBC-B 308.4.
  
 5) PLEASE ALSO NOTE IF THIS PERMIT WERE RECLASSIFIED TO
 A GROUP I-2 OCCUPANCY THEN A BUILDING TYPE 5-B IS NOT
 ALLOWED. SEE FBC-B TABLE 503.
  
 6) SHEET LS1.0 IN THE UPPER LEFT HAND CORNER OF THE
 SHEET IS A HEADING, RATING AT 1-A SEPARATE FROM
 B-WING 1 HOUR CONSTRUCTION UNDERSIDE OF DECK. THERE ARE
 2 NOTES (1) THE CEILING SLEEPING WING TO BE DESIGNED TO
 UL LISTING P522 1 HOUR RATING. NOTE (2) THE INTERIOR
 SLEEPING ROOM CORRIDOR WALLS DESIGNED TO UL LISTING
 U419.
  
 PLEASE REFER TO SECTION 708.4 FBC-B EXCEPTION # 3. IT
 APPEARS YOU ARE TAKING THIS EXCEPTION BY NOT RUNNING
 THE 1 HOUR FIRE RATED CORRIDOR WALLS UP TO THE
 UNDERSIDE OF THE ROOF DECK. EXCEPTION # 3 WHERE THE
 CORRIDOR CEILING IS CONSTRUCTED AS REQUIRED FOR THE
 CORRIDOR WALLS, THE WALLS SHALL BE PERMITTED TO
 TERMINATE AT THE UPPER MEMBRANE OF SUCH CEILING
 ASSEMBLY.
  
 PLEASE SEE THE 2012 IBC BASE CODE COMMENTARY. EXCEPTION
 # 3 ALLOWS FOR A CORRIDOR TO BE CONSTRUCTED IN A TUNNEL
 FASHION- WITH RATED WALLS AND A RATED TOP. IN THESE
 CASES THE WALLS ARE NOT REQUIRED TO EXTEND TO THE
 UNDERSIDE OF A RATED ASSEMBLY. THIS IS A UNIQUE
 PROVISION IN THE CODE AND THE FACT THAT IT PERMITS A
 WALL ASSEMBLY TO BE TURNED INTO A HORIZONTAL POSITION
 SHOULD NOT BE APPLIED TO OTHER SECTIONS OF THE CODE OR
 OTHER RATED ASSEMBLIES. SEE FIGURE 708.4(2)( C ) FIRE
 PARTITION CONTINUITY.
  
 IN THIS CASE THE RATED WALL ASSEMBLY UL LISTING U419
 NEEDS TO BE TURNED ON ITS SIDE AND RATED DRYWALL ON
 EACH FACE OF THE HORIZONTAL ASSEMBLY.
  
 7) SHEET LS1.1 MISSING SCALE FOR THIS SHEET. 107.2.1.3
 ADDITIONAL INFORMATION REQUIRED.
  
 8) SHEET LS1.1 INDICATES THE BUILDING IS TO BE FIRE
 SPRINKLERED. THE BUILDING DOES NOT INDICATE IF THE FIRE
 SPRINKLER IS TO BE NFPA 13 FOR THE FULL BUILDING OR A
 PORTION THE INSTITUTIONAL DESIGNED TO BE A NFPA 13-R IN
 ACCORDANCE WITH 903.2.6 EXCEPTION 1 & 2. PLEASE NOTE IF
 THE FULL BUILDING IS NOT DESIGNED AS A FULL NFPA 13
 SYSTEM THEN THE AREA INCREASE FOR FIRE SPRINKLERS
 CANNOT BE TAKEN. FBC-B 506.3.
  
 9) SHEET A4.1 THE DOORS IDENTIFIED AS # 8 TO THE
 RESTROOMS 109 & 110 BOTH ARE SHOWN ON THE LIFE SAFETY
 SHEET IN A 1 HOUR FIRE RATED WALL BUT THE DOOR SCHEDULE
 ON A6.2 DOES NOT SHOW A FIRE RATED DOOR AND FRAME. 2014
 FBC-B TABLE 716.5.
  
 10) SHEET A4.1 VERSES S2.0 & S3.0 ON SHEET S2.0 NOTE #
 2 INDICATES THE USE OF AN INTERNAL MONOLITHIC FOOTING
 IN THE NORTH END OF THE BUILDING BUT THERE ARE NO WALL
 IDENTIFICATION TAGS INDICATING THESE WALLS ARE TO BE
 LOAD BEARING WALLS. THE WALL SCHEDULE SHOWS A WALL TYPE
 P4 AS A BEARING WALL. ADDITIONAL INFORMATION IS
 REQUIRED.
  
 11) SHEET A4.2 VERSES S2.0 & S3.0 IN THE SOUTH END OF
 THE BUILDING ALSO INDICATES THE USE OF INTERNAL
 MONOLITHIC FOUNDATIONS. SHEET A4.2 ALSO SHOWS THE WALL
 TAG #7 FOR FIRE RATED WALLS. SHEET A6.1 IDENTIFIES THE
 P7 WALL AS UL LISTING U419 A NON-BEARING WALL? SHEET
 S3.0 DENOTES THIS AS A LOAD BEARING WALL, (362S162-33
 METAL/ 16 INCHES O. C.
  
 12) SHEET A4.2 AND SHEET LS1.1 DISCREPANCY IN PLANS,
 DOOR # 05 (CORRIDOR) HAS A 45 MIN. DOOR RATING SHEET
 LS1.1 AND A4.2, THE SAME DOOR IS IDENTIFIED AS # 5, THE
 DOOR SCHEDULE A6.2 INDICATES A 20 MIN. RATING,
 DISCREPANCY IN PLANS. 107.2.1.3 ADDITIONAL INFORMATION
 IS REQUIRED. SEE TABLE 716.5 FBC-B.
  
 13) SHEET A4.2 AND SHEET LS1.1 DISCREPANCY IN PLANS,
 DOOR NUMBER 13 (NURSES BREAKROOM 147) HAS A 45 MIN.
 DOOR RATING SHEET LS1.1 AND A4.2, THE SAME DOOR IS
 IDENTIFIED A6.2 AS # 5, THE DOOR SCHEDULE INDICATES A
 20 MIN. RATING, DISCREPANCY IN PLANS. 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED. SEE TABLE 716.5
 FBC-B.
  
 14) SHEET A4.2 AND SHEET LS1.1 DISCREPANCY IN PLANS.
 THE ADA RESTROOM # 193, 196 BOTH HAVE WALL TAG
 IDENTIFYING THE WALL AS P10 A 6 INCH 30 MIN RATING ON
 SHEET A4.2 WHEREAS SHEET LS1.1 IS INDICATED AS A 1 HOUR
 WALL DISCREPANCY IN PLANS. NOTE 708.3 EXCEPTION # 1
 REFERS YOU TO TABLE 1018.1 WHEN REVIEWING BOTH
 FOOTNOTES B & C NO REDUCTION CAN BE TAKEN, 1 HOUR
 CORRIDOR WALL.
  
 15) SHEET A4.2 AND SHEET LS1.1 THE DOCTORS OFFICE
 CORRIDOR WALL TYPE IDENTIFIED AS P7 1 HOUR RATED U419
 ALSO HAS A WINDOW IDENTIFIED AS #7. SHEET A6.2 THE
 WINDOW SCHEDULE DOES NOT SHOW ANY COLUMN FOR FIRE RATED
 OPENINGS. PLEASE SHOW COMPLIANCE WITH SECTION TABLE
 716.6 OF THE FBC-B.
  
 16) SHEET A4.3 AND SHEET LS1.1. SHEET A4.3 ONLY HAS
 WALL IDENTIFICATION TAGS ON THE CORRIDOR WALLS. NONE OF
 THE OTHER WALLS WHICH LS1.1 SHOWS AS RATED WALLS ARE
 IDENTIFIED ON A4.3. PLEASE SHOW COMPLIANCE WITH SECTION
 708.1 OF THE FBC-B.
  
 17) SHEET S1.0 PROVIDES THE WIND DESIGN CRITERIA WITH
 AN EXPOSURE B. PLEASE REVIEW SECTION 1609.4.2 SURFACE
 ROUGHNESS C. OPEN TERRAIN WITH SCATTERED OBSTRUCTIONS
 HAVING HEIGHTS GENERALLY LESS THAN 30 FEET. 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.
  
 18) THE WINDOW AND DOOR PRESSURES WILL INCREASE WITH
 THE C EXPOSURE WITH THE ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING. SEE TABLE 1609.7(2) FBC-B.
  
 19) PLEASE ALSO PROVIDE THE ROOF PRESSURES FOR ZONES 1,
 2, & 3. PLEASE PROVIDE THE PRESSURES IN THE VASD VALUES
 SINCE THE PRODUCT APPROVALS ARE IN VASD. PLEASE NOTE
 (2) ROOF CHARTS WILL BE REQUIRED, (1) FOR THE FLAT AREA
 OF THE ROOF AND A CHART FOR THE SLOPED ROOF 4:12. 2014
 FBC-B 1603.1.4 WIND DESIGN DATA.
  
 20A) PLEASE INDICATE IF EITHER THE CONTRACTOR OR THE
 DESIGNER OF RECORD WOULD PREFER TO DEFER THE PRODUCT
 APPROVALS UNTIL AFTER PERMIT ISSUANCE. 2014 FLORIDA
 BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS
 SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
 PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
 TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
 THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 20B) 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)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 20C) FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 21) ROOF TOP A/C STANDS WILL REQUIRE A PRODUCT
 APPROVAL. EITHER THE CONTRACTOR OR THE DESIGNER OF
 RECORD WILL NEED TO COMPLETE THE FOLLOWING ON THE
 PRODUCT APPROVAL IN CALCULATING THE AREA OF THE ROOF
 TOP COMPRESSORS, THE MEAN ROOF HEIGHT OF THE STAND AND
 COMPRESSORS, WEIGHT, CIRCLED THE DESIGN PARAMETERS IN
 THE TABLES , ANCHORS AND UPLIFT VERSES MOMENT.
 1609.6.4.4.1 COMPONENTS & CLADDING.
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
  
 22) 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.
  
 23) 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 2016-12-01 Cont ID  
Sent By vperez Date 2016-12-01 Time 15:32 Rev Time 0.00
Received By vperez Date 2016-12-01 Time 15:32 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-09-12 Cont ID  
Sent By vperez Date 2016-09-12 Time 10:55 Rev Time 0.00
Received By vperez Date 2016-09-09 Time 13:38 Sent To  
Notes
2016-09-12 10:56:02INITIAL ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011
 COMMENTS:
  
 1. GENERAL NOTES TO CONSTRUCTION DOCUMENTS: PLEASE
 PROVIDE A BLOCK NOTE INDICATING THE REQUIRED SEPARATE
 PERMITS AND DATA CUT SHEET SUBMITTALS FOR ALL SITE
 LIGHTING AND ASSOCIATED EQUIPMENT, GENERATOR, ALL LOW
 VOLTAGE SYSTEMS TO INCLUDE BUT NOT LIMITED TO FIRE
 ALARM, ACCESS CONTROLS, CCTV, PHONE AND DATA, SIGNAGE,
 WIRELESS SYSTEMS, ELEVATORS, KITCHEN HOOD, WALK-IN
 COOLERS, ETC. A NOTE WILL SUFFICE.
 2. SHEET E1.0- PLEASE ADD A GENERAL NOTE TO SHEET TO
 INDICATE THE REQUIREMENTS OF NEC 300.5D3 AND TABLE
 300.5 FOR MINIMUM COVER REQUIREMENTS FOR CONDUITS AND
 THE PLACEMENT OF A WARNING RIBBON FOR THE SERVICE
 LATERAL CONDUCTORS SHOWN FOR THIS PROJECT. A NOTE WILL
 SUFFICE
 3. SHEET E1.0- ADD A NOTE TO MAINTAIN ALL ELECTRICAL
 EQUIPMENT ABOVE THE BASELINE FLOOD ELEVATION PER STATE
 AND CITY REGULATORY AGENCIES.
 4. PLEASE ADDRESS FIRE COMMENTS RELATED TO ELECTRICAL.
 5. SHEET E2.0- 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.
 6. SHEET E2.1- PLEASE SHOW COMPLIANCE WITH FBC EC
 405.7- A MINIMUM OF 50% OF ALL 125V, 15 AND 20AMP
 RECEPTACLES SHALL BE AUTOMATICALLY CONTROLLED WHERE
 INSTALLED IN PRIVATE OR OPEN OFFICES AND CLASSROOMS.
 THIS INCLUDES MODULAR PARTITIONS. SEE EXCEPTIONS IN
 CODE LANGUAGE.
 7. NEC 422.52 ELECTRIC DRINKING FOUNTAINS. ELECTRIC
 DRINKING FOUNTAINS SHALL BE PROTECTED WITH GROUND-FAULT
 CIRCUIT ?INTERRUPTER PROTECTION (GFI) AND BE READILY
 ACCESSIBLE. BREAKER AT PANELBOARD WILL SUFFICE, MARK
 PANELBOARD ACCORDINGLY.
 8. RISER DIAGRAM AND PANEL SCHEDULES, PLEASE PROVIDE
 AVAILABLE FAULT CURRENT AVAILABLE AT THE FPL SERVICE.
 ATTACH TO DOCUMENTS LETTER FROM FLORIDA POWER & LIGHT
 INDICATING AIC. SHOW AIC CALCULATION BASED ON
 INFORMATION PROVIDED BY UTILITY FOR APPROVAL. NEC
 110.24 FBC 107
 9. PROVIDE VOLTAGE DROP CALCULATIONS NOT ONLY FOR
 FEEDERS BUT ALSO THE BRANCH CIRCUIT FBC EC 505.7
 10. SHOW ON ONE-LINE PUMP STATION SEWAGE LIFT FROM MDP
 PANEL.
 11. COMMENTS MAY FOLLOW UPON RE-REVIEW. PLEASE FEEL
 FREE TO CONTACT ME SHOULD YOU HAVE ANY QUESTIONS
 REGARDING THIS PROJECT.
  
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
  
  
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status N Date 2017-01-05 Cont ID  
Sent By mkhan Date 2017-01-05 Time 15:19 Rev Time 0.00
Received By mkhan Date 2017-01-05 Time 15:19 Sent To I
Notes
2017-01-05 15:22:15THERE WERE NO CIVIL (STORM/WATER/SEWER) PLANS CAME WITH
 THIS PERMIT SUBMITTALS AS I CHECKED ON THE BIN C30.
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2016-11-01 Cont ID  
Sent By MKhan Date 2016-11-01 Time 9:17 Rev Time 0.00
Received By mkhan Date 2016-11-01 Time 09:14 Sent To B
Notes
2016-11-01 09:16:38PLANS SUBMITTED TO THE OTHER DEPARTMENTS MUST MATCH THE
 PLANS SUBMITTED TO THE ENGINEERING SERVICES DEPARTMENT.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-11-18 Cont ID  
Sent By pleduc Date 2016-11-18 Time   Rev Time 0.00
Received By pleduc Date 2016-11-16 Time 15:06 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-09-02 Cont ID  
Sent By pleduc Date 2016-09-02 Time   Rev Time 0.00
Received By pleduc Date 2016-08-30 Time 13:30 Sent To  
Notes
2016-09-02 09:52:01THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1) SHEET LS 1.0 ? THERE IS AN INCORRECT CODE REFERENCE
 UNDER THE HEADING OF CODE INFORMATION; PALM BEACH
 COUNTY LOCAL FIRE CODE AMENDMENTS IS NOT UNDER THE
 JURISDICTION OR ENFORCED BY THE CITY OF WEST PALM BEACH
 FIRE DEPARTMENT.
  
 2) SHEET LS 1.1 ? THERE IS AN INDICATION, ES ?
 ELECTRONIC DOOR SECURITY RELEASE BUTTON, ON SEVERAL
 EXIT DOORS. ANY SECURITY DEVICE SHALL COMPLY WITH THE
 APPLICABLE REQUIREMENTS OF NFPA 101, CHAPTER 7, MEANS
 OF EGRESS.
  
 PLEASE PROVIDE A CONFIRMATION NOTE.
  
 ANY INSTALLATION OF ELECTRONIC SECURITY DEVICES SHALL
 BE SUBMITTED UNDER SEPARATE SHOP DRAWINGS WITH
 APPLICABLE MANUFACTURER?S SPECIFICATION SHEETS AND
 FUNCTIONALITY STEPS.
  
 3) SHEET A 4.2 ? DOORS # 3 ARE INDICATED AS BEING 20
 MIN FIRE RATING IN THE DOOR SCHEDULE ON SHEET A6.2.
 SHEET LS 1.1 INDICATES DOORS # 3 AS 45 MIN FIRE RATING.
  
 PLEASE REVIEW, CLARIFY AND CORRECT TO THE PROPER FIRE
 RATING.
  
 4) SHEET A 4.2 ? DOORS # 5 ARE INDICATED AS BEING 20
 MIN FIRE RATING IN THE DOOR SCHEDULE ON SHEET A6.2.
 SHEET LS 1.1 INDICATES DOORS # 5 AS 45 MIN FIRE RATING.
  
 PLEASE REVIEW, CLARIFY AND CORRECT TO THE PROPER FIRE
 RATING.
  
 5) SHEET A 4.1 ? DOORS # 5 ARE INDICATED AS BEING 20
 MIN FIRE RATING IN THE DOOR SCHEDULE ON SHEET A6.2.
 SHEET LS 1.1 INDICATES DOORS # 5 AS 45 MIN FIRE RATING.
  
 PLEASE REVIEW, CLARIFY AND CORRECT TO THE PROPER FIRE
 RATING.
  
 6) SHEET A 4.1 ? DOOR # 8 IS INDICATED AS BEING 20 MIN
 FIRE RATING ON SHEET LS 1.1. IN THE DOOR SCHEDULE ON
 SHEET A6.2 THERE IS NO INDICATION OF A FIRE RATING.
  
 PLEASE REVIEW, CLARIFY AND CORRECT TO THE PROPER FIRE
 RATING.
  
 7) SHEET A 4.2 ? DOOR # 13 IS INDICATED AS BEING 20 MIN
 FIRE RATING IN THE DOOR SCHEDULE ON SHEET A6.2. SHEET
 LS 1.1 INDICATES DOORS # 5 AS 45 MIN FIRE RATING.
  
 PLEASE REVIEW, CLARIFY AND CORRECT TO THE PROPER FIRE
 RATING.
  
 8) SHEET A 4.3 ? DOORS # 3 TO THE STORAGE ROOMS ARE
 INDICATED AS BEING 20 MIN FIRE RATING IN THE DOOR
 SCHEDULE ON SHEET A6.2. SHEET LS 1.1 INDICATES DOORS #
 3 AS 45 MIN FIRE RATING.
  
 PLEASE REVIEW, CLARIFY AND CORRECT TO THE PROPER FIRE
 RATING FOR A STORAGE ROOM.
  
 9) SHEET A 4.1 ? THE NORTH AREA 1 HOUR WALL SEPARATION
 INDICATES WALL DESIGN P7C. SHEET A 6.1 INDICATES ONLY A
 P7.
  
 PLEASE CONFIRM THIS WALL DESIGN, POSSIBLE CONFLICT
 NOTED BELOW.
  
 10) SHEET A 4.3 INDICATES THE CORRIDOR WALLS AS P7.
 SHEET A 6.1 INDICATES THE P7 RATING AS GOING ONLY TO A
 RATED CEILING. THERE IS NO RATED CEILING CALL OUT
 INDICATION IN THE CORRIDOR AREA.
  
 PLEASE REVIEW, CLARIFY AND CORRECT TO AN APPLICABLE
 CALL OUT FIRE RATING.
  
 11) SHEET A 4.2 ? THERE IS SEPARATION WALL IN THE
 CENTER AREA THAT IS INDICATED AS P7C. THERE IS NO P7C
 INDICATED ON SHEET A 6.1.
  
 HOWEVER, SHEET LS 1.1 INDICATES THIS CENTER WALL AS A
 SOLID LINE 1 HOUR FIRE RATING GOING TO THE BOTTOM SIDE
 OF THE ROOF DECK.
  
 PLEASE REVIEW, CLARIFY AND CORRECT TO AN APPLICABLE
 CALL OUT FIRE RATING.
  
 12) SHEET A 3.1 ? BUILDING SECTION 3 INDICATES A
 CEILING FIRE RATING ULP522. THERE IS NO UL DESIGN CALL
 OUT DETAIL THAT CAN BE IDENTIFIED IN THE PLAN SHEETS.
  
 ADDITIONALLY, THERE ARE NO INDICATIONS OR DESIGN
 LIMITATIONS OR BOUNDARIES FOR ANY FIRE RATING CEILING
 ASSEMBLY AREAS.
  
 PLEASE REVIEW, CLARIFY AND PROVIDE THE SPECIFIC AREA
 BOUNDARIES OF ANY FIRE RATED CEILING AREAS.
  
 13) SHEET H 1.0 ? A HOOD SYSTEM IS INDICATED. ANY HOOD
 SYSTEM OR SUPPRESSION SYSTEM SHALL COMPLY WITH THE
 REQUIREMENTS OF NFPA 96 AND SHALL BE SUBMITTED UNDER A
 SEPARATE PERMIT AND SHOP DRAWINGS.
  
 THE HOOD SYSTEM AND SUPPRESSION SYSTEM IS NOT APPROVED
 UNDER THIS PERMIT.
  
 PLEASE PROVIDE A NOTE OF CONFIRMATION WITH THE ABOVE.
  
 14) REPEATED COMMENT - SHEET E 3.0 - A HOOD SYSTEM IS
 INDICATED. ANY HOOD SYSTEM OR SUPPRESSION SYSTEM SHALL
 COMPLY WITH THE REQUIREMENTS OF NFPA 96 AND SHALL BE
 SUBMITTED UNDER A SEPARATE PERMIT AND SHOP DRAWINGS.
  
 THE HOOD SYSTEM AND SUPPRESSION SYSTEM ARE NOT APPROVED
 UNDER THIS PERMIT.
  
 PLEASE PROVIDE A NOTE OF CONFIRMATION WITH THE ABOVE.
  
 15) SHEET E 5.0 ? A GENERATOR IS INDICATED. THE
 GENERATOR INSTALLATION SHALL COMPLY WITH THE
 REQUIREMENTS OF NFPA 110, STANDARD FOR EMERGENCY AND
 STANDBY POWER SYSTEMS.
  
 THE GENERATOR INSTALLATION IS NOT APPROVED UNDER THIS
 PERMIT.
 THE GENERATOR INSTALLATION SHALL BE SUBMITTED UNDER
 SEPARATE SHOP DRAWINGS.
  
 16) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop G GAS REVIEW
Rev No 3 Status P Date 2017-02-07 Cont ID  
Sent By gjohnson Date 2017-02-07 Time 13:13 Rev Time 0.00
Received By gjohnson Date 2017-02-07 Time 13:13 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 2 Status F Date 2017-01-11 Cont ID  
Sent By gjohnson Date 2017-01-11 Time 16:05 Rev Time 0.00
Received By gjohnson Date 2017-01-11 Time 16:05 Sent To  
Notes
2017-01-11 16:15:123RD REVIEW
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
 GAS COMMENTS:
  
 1. PLEASE PROVIDE COMBUSTION AIR CALCULATIONS FOR
 KITCHEN EQUIPMENT. PER THE FBC-2014 FUEL GAS CODE SEC.
 304.
  
 2. THE DOUBLE OVEN SHOULD BE 144,00 BTU TOTAL 72,000
 FOR EACH OVEN CAVITY ACCORDING TO THE MANUFACTURE SPECS
 PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 3. THE MANUFACTURE SPECS FOR THE RANGE HAS MULTIPLE
 MODELS AND BURNER COMBINATIONS PLEASE PROVIDE MODEL
 NUMBER WITH BURNERS OVEN COMPARTMENTS GRILLS AND
 BROILERS BEING USED. PER WPB AMEND TO FBC 107.2.1
  
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2016-11-29 Cont ID  
Sent By gjohnson Date 2016-11-29 Time 14:24 Rev Time 0.00
Received By gjohnson Date 2016-11-29 Time 14:24 Sent To  
Notes
2016-11-29 16:05:391ST REVIEW
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
 GAS COMMENTS:
  
 1. SUBMIT AN ISOMETRIC DRAWING THAT CLEARLY SHOWS ALL
 CUT SECTIONS OF PIPE AND CORRESPONDING LENGTHS PER
 FBC-2014 FUEL GAS, SECS. 402.4.1, 402.4.2.
  
 2. BTU LOAD OF EACH APPLIANCE AND THE TOTAL BTU LOAD ON
 THE SYSTEM. REFER TO THE FBC-2014 FUEL GAS SECS. 401.8
 THRU 402.6.1 AND TABLES 402.4(1) THRU 402.4(37).
  
 3. SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE
 FBC-2014 FUEL GAS CODE SEC. 304.
  
 4. SUBMIT MANUFACTURER?S SPECIFICATION SHEETS FOR ALL
 GAS EQUIPMENT TO VERIFY COMPLIANCE WITH STANDARDS NFPA
 54, NFPA 58, AND FBC-2014 FUEL GAS SEC. 402.2
  
 5.THE PLUMBING FIXTURE SPECS STATE THE GWH AT 237,000
 BTU YOUR SHOWING 7 GWH WITH A TOTAL BTU LOAD OF
 1,659,000 THE NOTE ON THE 2PSI PE PIPING FOR GWH STATES
 A TOTAL OF 1,399,000 PLEASE CLARIFY. WPB AMEND TO FBC
 107.2.1
  
 6. IF THE TOTAL BTU LOAD FOR THE HEATERS IS 1,659,00O
 THE PE PIPING WOULD NEED TO BE 11/2 TO THE FIRST TEE.
 PER FBC FG TABLE 402.4(22)
  
 7. THE 2ND SECTION OF PE PIPE IS SHOWN AS 1" IT SHOULD
 BE 11/4. PER FBC FG TABLE 402.4(22)
  
 8. THE TABLE IN YOUR NOTES ON THE 2PSI PE PIPING RISER
 SHOULD BE 402.4(22) NOT 402.4(20).
  
 9. THE NOTE ON THE GAS PIPING UPSTREAM OF THE METER IS
 NOT NEEDED THAT PIPING IS NOT UNDER THE JURISDICTION OF
 THE BUILDING DEPT THAT IS SIZED AND THE PRESSURE
 DETERMINED BY THE GAS UTILITIES COMPANY.
  
 10. THE NOTE ON THE LESS THAN 2PSI SYSTEM FOR KIT CALLS
 OUT 11/4 BUT THE PLAN SHOWS 3/4 PLEASE CLARIFY. PER WPB
 AMEND TO FBC 107.2.1
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2017-02-07 Cont ID  
Sent By gjohnson Date 2017-02-07 Time 13:14 Rev Time 0.00
Received By gjohnson Date 2017-01-17 Time 16:03 Sent To  
Notes
2017-01-18 16:03:41C30
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-01-18 Cont ID  
Sent By lmarchan Date 2017-01-18 Time 16:03 Rev Time 0.00
Received By lmarchan Date 2016-12-15 Time 10:54 Sent To  
Notes
2016-12-16 10:55:07C30
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-12-16 Cont ID  
Sent By lmarchan Date 2016-12-16 Time 10:52 Rev Time 0.00
Received By lmarchan Date 2016-11-08 Time 11:00 Sent To  
Notes
2016-11-09 11:00:41C30
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-11-02 Cont ID  
Sent By lmarchan Date 2016-11-02 Time 07:53 Rev Time 0.00
Received By lmarchan Date 2016-08-19 Time 09:37 Sent To  
Notes
2016-08-22 09:37:23C30
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2016-12-06 Cont ID  
Sent By jwitmer Date 2016-12-06 Time 10:12 Rev Time 0.00
Received By jwitmer Date 2016-12-06 Time 10:08 Sent To  
Notes
2017-01-05 10:25:40P. B. COUNTY IMPACT FEES
 RECEIPT NUMBER 2016-1108-209
 TRACKING NUMBER MU-2016-027579-0000
 MU-2016-027581-0000
 TOTAL $25,925.13.
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2016-09-09 Cont ID  
Sent By jwitmer Date 2016-09-09 Time 15:13 Rev Time 0.00
Received By jwitmer Date 2016-09-08 Time 07:01 Sent To  
Notes
2016-09-09 15:14:05IMPACT 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
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2017-01-30 Cont ID  
Sent By ccole Date 2017-01-30 Time 12:35 Rev Time 0.00
Received By ccole Date 2017-01-30 Time 12:35 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2016-12-28 Cont ID  
Sent By ccole Date 2016-12-28 Time 14:29 Rev Time 0.00
Received By ccole Date 2016-12-28 Time 12:17 Sent To  
Notes
2016-12-28 14:34:573RD REVIEW FBC-2014 MECHANICAL
 PERMIT #16080844
 12/28/16
  
 1) PLEASE REMOVE THE VOIDED M1.0 & M2.0 PLAN SHEETS
 FROM THE SETS.
  
 2) THE OUTDOOR DRY BULB TEMPERATURE LISTED IN THE LOAD
 SUMMARY DOESN'T MATCH THE TEMPERATURE USED FOR THE
 CALCULATIONS. PLEASE NOTE THAT THE ASHRAE HANDBOOK
 SPECIFIES SUMMER DRY BULB AT 91 DEGREES, AND WINTER DRY
 BULB AT 45 DEGREES FOR WPB.
  
 3) IT APPEARS THAT THE AC CALCULATIONS ARE SHOWING
 HIGHER HEAT GAIN AND LOWER HEAT LOSS VALUES THAN THE
 VALUES SHOWN IN THE SUMMARY LOADS SHOWN ON M2.0- REFER
 TO SECTION C403.2.2. FBC-14 ENERGY CONSERVATION.
  
 3) THE COMPLIANCE DATA FOR THE AC SYSTEMS- CAPACITIES,
 DESIGN EFF., AND NUMBER OF RTU'S- LISTED IN THE REVISED
 ENERGYGAUGE SUBMITTAL DOES NOT MATCH THE AC EQUIPMENT
 SCHEDULES ON M2.0. ALSO MISSING IS THE COMPLIANCE DATA
 FOR THE SPLIT SYSTEMS.
  
 4) PROVIDE A FLORIDA PRODUCT APPROVAL OR MIAMI-DADE NOA
 FOR THE GLOBAL FANS, AND INDICATE THE HEIGHTS FROM THE
 FLOOR TO THE BOTTOM OF THE FANS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-11-15 Cont ID  
Sent By ccole Date 2016-11-15 Time 15:45 Rev Time 0.00
Received By ccole Date 2016-11-15 Time 08:41 Sent To  
Notes
2016-11-15 12:30:532ND REVIEW FBC-2014 MECHANICAL
 PERMIT #16080844
 11/15/16
  
 1) PLEASE PROVIDE THE NAME OF THE AC SYSTEM SIZING
 METHOD THAT WAS DEVELOPED AND USED BY THE ENGINEER OF
 RECORD TO ESTABLISH THE COOLING AND HEATING LOADS-
 SECTION C403.2.1 EXCEPTION.
  
 2) THE O/A VENTILATION TABLE INDICATES NATURAL
 VENTILATION FOR THE RESIDENTIAL BEDROOMS, HOWEVER THE
 PLAN SHOWS OUTSIDE AIR DUCTS SUPPLYING AHU-S 1, 2 & 3.
 PLEASE REVISE THE TABLE TO SHOW THE ACCURATE MECHANICAL
 RATES.
  
 3) M1.0: SEPARATE MOTORIZED DAMPERS ARE REQUIRED FOR
 THE O/A DUCTS SUPPLYING AHU-2 & 3- SECTION C403.2.4.4
 FBC-14 ENERGY CONSERVATION.
  
 4) M1.0: REFER TO SECTION 607.5.3 AND PROVIDE FIRE
 DAMPERS FOR ALL DUCT PENETRATING THE 1/2 HR FIRE-RATED
 PARTITIONS SEPARATING THE BEDROOMS AND CORRIDORS IN THE
 RESIDENTIAL AREA, IF USING ONE OF THE EXCEPTIONS UNDER
 THE SECTION, PLEASE INDICATE WITH NOTES AND DETAILS.
  
 5) M2.0: PROVIDE A DETAIL FOR INSTALLATION OF THE FIRE
 DAMPERS AT THE RESIDENTIAL BEDROOM AND CORRIDOR CEILING
 DIFFUSERS AND GRILLS.
  
 6) M2.0: REFER TO SECTION 504.4.6- 504.4.6.2: DRYER
 BOOSTER FANS ARE NO LONGER PERMITTED TO EXTEND DRYER
 EXHAUST DUCT LENGTHS. THE MAXIMUM LENGTH OF THE DRYER
 EXHAUST DUCT SHALL BE 35 FT. OR DETERMINED BY
 MANUFACTURER'S SPECIFICATIONS.
  
 7) THE REQUESTED PRODUCT APPROVALS AND /OR NOA'S FOR
 THE LOUVER AND THE AC STAND WERE NOT SUBMITTED.
  
 8) PLEASE PROVIDE A SUBMITTAL FOR THE FIRE-RATED EF-2
 REVIEWED AND APPROVED WITH SIGNATURE BY THE EOR.
  
 9) THE OWNER/AGENT MUST SIGN THE ENERGYGAUGE/ASHRAE
 90.1 COMPLIANCE SUBMITTAL- SEE PAGE 3.
  
 10) CONDENSATE FROM THE AC SYSTEMS SHALL NOT DRAIN INTO
 THE CITY SANITARY SYSTEM- SEC 90-126 WPB CODE OF
 ORDINANCES.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-08-30 Cont ID  
Sent By ccole Date 2016-08-30 Time 08:00 Rev Time 0.00
Received By ccole Date 2016-08-30 Time 08:00 Sent To  
Notes
2016-08-30 08:57:391ST REVIEW FBC-2014 MECHANICAL
 PERMIT #16080844
 8/30/16
  
 1) SUBMIT AC COOLING AND HEATING CALCULATIONS IN
 ACCORDANCE WITH THE REQUIREMENTS OF SECTION C403.2.1
 FBC-14 ENERGY CONSERVATION.
  
 2) ADVISORY: SEPARATE PERMITS AND PLAN SUBMITTALS ARE
 REQUIRED FOR THE KITCHEN HOODS, THE FIRE SUPRESSION
 SYSTEM, AND THE WALK-IN COOLER AND FREEZER.
  
 3) THE OUTSIDE AIR CALCULATIONS ARE MISSING THE RATES
 FOR THE MEDICAL ROOMS INCLUDING THE DOCTOR'S AND NURSES
 OFFICES AND WORKROOMS, THE BEDROOMS, THE CLASSROOM, THE
 LOUNGES, THE LAUNDRY, THE CORRIDORS, AND THE MASSAGE
 ROOM ETC.
  
 4) THE AIR DEVICE SCHEDULE IS MISSING THE ERC'S.
  
 5) FIRE DAMPERS MISSING: A) 18X14 SUPPLY AND RETURN
 DUCTS PENETRATING THE OPEN OFFICE/BREAKROOM AND STORAGE
 WALLS. B) 22X14 SUPPLY AND 20X14 RETURN DUCTS
 PENETRATING THE CORRIDOR WALL ABOVE DOOR #20. C) 22"
 DIAMETER DUCT PENETRATING THE CORRIDOR WALL ABOVE DOOR
 #45
  
 6) THE RETURN TRANSFER OVER DOOR #45 AND THE OTHER
 TRANSFERS SHOWN IN THE CORRIDORS OF THE SLEEPING ROOMS,
 AND IN CORRIDOR 137 ARE PROHIBITED PER SECTION 601.2.
  
 7) ADVISORY: ALL DOORS ENCLOSING MECHANICAL CLOSETS
 SHALL BE ON NON-COMBUSTIBLE MATERIALS UNLESS THE RETURN
 SYSTEM TO THE AIR HANDLERS IS DUCTED- SECTION
 C403.2.7.2 FBC-14 ENERGY CONSERVATION.
  
 8) SHOW THE LOCATIONS OF THE SPLIT SYSTEM CONDENSERS
 AND PROVIDE WIND LOAD ENGINEERING AND DESIGN CRITERIA
 FOR ALL EXTERIOR MECHANICAL APPLIANCES AND EQUIPMENT-
 SECTION 301.15. PLEASE NOTE THAT NOA #12-0327.05 SHOWN
 ON SHEET M1.0 HAS BEEN REVISED TO NOA #14-1224.10.
 PLEAS SUBMIT A COPY OF THE NOA WOTH SHOP DRAWING
 APPROVAL STAMP AND SIGNATURE BY THE EOR.
  
 9) PROVIDE EQJUIPMENT SCHEDULES AND SUBMITTALS FOR THE
 MOTORIZED DAMPERS AND OUTSIDE AIR AND EXHAUST LOUVER.
 INCLUDE NOA'S OR FLORIDA PRODUCT APPROVALS WHERE
 REQUIRED FOR WIND AND WEATHERING COMPLIANCE.
  
 10) SUBMIT MANUFACTURER SPECIFICATIONS FOR THE LAUNDRY
 APPLIANCES.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2017-01-11 Cont ID  
Sent By gjohnson Date 2017-01-11 Time 16:05 Rev Time 0.00
Received By gjohnson Date 2017-01-11 Time 16:05 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2016-11-29 Cont ID  
Sent By gjohnson Date 2016-11-29 Time 16:10 Rev Time 0.00
Received By gjohnson Date 2016-11-29 Time 16:10 Sent To  
Notes
2016-11-29 14:23:062ND REVIEW
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  
 PREVIOUS COMMENT 2ND REQUEST;
 4) SHT. P1.0 REFERS TO CIVIL DRAWINGS. THERE ARE NO
 CIVIL DRAWINGS IN THE PLANS I REVIEWED. CLARIFY.
  
 NEW COMMENTS :
  
 1. PROVIDE THE SQUARE FOOTAGE THAT IS BEING DRAINED BY
 SCUPPERS, DOWNSPOUTS AND GUTTERS. PER WPB AMEND TO FBC
 107.2.1
  
 2. ALL FLOOR DRAINS REQUIRE A TRAP PRIMER SHOW ON
 PLANS. PER FBC PL 1002.4
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-10-03 Cont ID  
Sent By tklarge Date 2016-10-03 Time 11:18 Rev Time 0.00
Received By tklarge Date 2016-10-03 Time 11:18 Sent To  
Notes
2016-11-16 08:40:56 
 1) SHT. A2.4 - DETAIL # 22 SHOWS THE HEIGHT OF THE
 WATER CLOSETS AS 18 INCHES MINIMUM ABOVE THE FINISH
 FLOOR.THE SEAT HEIGHT OF A HANDICAPPED WATER CLOSET
 SHALL BE 17-19 INCHES ABOVE THE FINISH FLOOR. FAC
 SEC.604.4.
 2) INDICATE THE SIZE OF THE ROOF GUTTERS. THE GUTTERS
 SHALL BE SIZED IN ACCORDANCE WITH TABLE 1106.6 & TABLE
 1106.7 OF THE FPC. PROVIDE THE HEAD IN INCHES AND THE
 WEIR LENGTH.
 3) SHT. 1.4 SHOWS OVERFLOW SCUPPERS BUT WHAT ABOUT
 PRIMARY ROOF DRAINAGE? PROVIDE DETAILS.
 4) SHT. P1.0 REFERS TO CIVIL DRAWINGS. THERE ARE NO
 CIVIL DRAWINGS IN THE PLANS I REVIEWED. CLARIFY.
 5) SHT. P1.2 REFERS TO THE LENGTH OF THE GAS PIPING AS
 BEING LESS THAN 400 FT. THIS IS TOO VAGUE AND A
 COMPREHENSIVE GAS REVIEW CANNOT BE DONE. THE TOTAL
 DISTANCE FROM THE POINT OF DELIVERY IS REQUIRED TO
 CHECK THE TOTAL SIZING OF THE SYSTEM.FGC SEC.402.3.
 6) SHT. P5.1 - CLEANOUTS ARE REQUIRED IN STACKS PER
 2014 FPC SEC. 708.3.4.
 7) SHT. P5.1 - SIZE THE VENTS FOR THE WASHING MACHINE,
 THE MOP SINK AND THE FLOOR DRAIN.
 8) SHT. P5.1 - THE WASHING MACHINE SHALL BE INSTALLED
 ON A 3 INCH STACK PER THE 2014 FPC 406.2.
 9) SUBMIT SIZING CALCULATIONS FOR THE GREASE
 INTTERCEPTOR. FPC 1003.2.
 10) VENTS SHALL CONNECT TO THE HORIZONTAL DRAIN IN
 ACCORDANCE WITH 2014 FPC SEC.905.3. FLAT, DRY VENTS ARE
 NOT PERMITTED.
 11) THE GAS TABLE REFERRED TO IS FOR GALVANIZED PIPE.
 GALVANIZED PIPE CANNOT BE INSTALLED UNDERGROUND PER
 2014 FGC SEC.404.11.
 12) HOSE BIBBS SHALL BE EQUIPPED WITH SHUTOFF VALVES
 PER 606.2.
 13) SHUTOFF VALVES SHALL BE INSTALLED ON THE COLD WATER
 INLET TO THE TANKLESS WATER HEATERS PER 2014 FPC
 SEC.606.1.
 14) SHT. P1.2 - THE FIXTURES IN TOILET ROOMS #107, 108,
 109 & 110 ARE MISLABELED ON THE FLOOR PLAN AND THE
 RISER.
  
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
Review Stop Z ZONING
Rev No 2 Status P Date   Cont ID  
Sent By   Date 2016-11-22 Time   Rev Time 0.00
Received By pgreilic Date 2016-11-22 Time 14:28 Sent To  
Notes
2016-11-22 14:29:14PAUL GREILICH, SENIOR PLANNER
 (561)-822-1443
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date 2016-09-19 Cont ID  
Sent By pgreilic Date 2016-09-19 Time 16:01 Rev Time 0.00
Received By pgreilic Date 2016-09-19 Time 16:01 Sent To  
Notes
2016-09-19 16:04:451.) PLEASE PROVIDE A SITE PLAN FOR PHASE 1 AS IT
 PERTAINS TO THE PERMIT
 2.) PROPOSED RETENTION LOCATED AT THE WEST END OF PHASE
 1 IS NOT SHOWN ON THE SITE PLAN
 3.) LOCATION OF LIFT STATION DOES NOT MATCH APPROVED
 PLANS
 4.) SHOW DIMENSIONS OF PARKING SPACES, TERMINAL
 ISLANDS, DRIVE AISLES, SIDEWALKS, LOADING ZONES,
 DUMPSTER ENCLOSURE AND PAVEMENT MARKINGS
 5.) INDICATE ALL BUFFERS, SETBACKS, AND EASEMENTS
 6.) NOTE THE LAND USE AND ZONING OF EACH SURROUNDING
 PROPERTY
 7.) SHOW SITE DATA FOR PHASE 1 ON SITE PLAN
 8.) PROVIDE A NORTH ARROW AND A MAP INDICATING THE
 LOCATION OF THE PROJECT
  
 PAUL GREILICH
 SENIOR PLANNER
 TEL: (561)-822-1443
 EMAIL: [email protected]
  


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