Plan Review Details - Permit 19101152
Plan Review Stops For Permit 19101152
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 2 Status P Date 2019-11-13 Cont ID  
Sent By shill Date 2019-11-13 Time 09:42 Rev Time 0.00
Received By shill Date 2019-11-13 Time 09:42 Sent To  
Notes
***NONE***
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status F Date 2019-10-30 Cont ID  
Sent By jwitmer Date 2019-10-30 Time 06:56 Rev Time 0.00
Received By jwitmer Date 2019-10-30 Time 06:55 Sent To  
Notes
2019-10-30 06:56:50BUILT IN 1924.
 ASBESTOS COMMERCIAL: PLEASE PROVIDE A SIGNED
 ACKNOWLEDGEMENT FROM THE CONTRACTOR, ON LETTERHEAD,
 STATING THAT THE INSTRUCTIONS ON THE WEBSITE OF
 ASBESTOS PROGRAM COORDINATOR, FLORIDA DEPARTMENT OF
 HEALTH PALM BEACH COUNTY WILL BE FOLLOWED AND THAT
 NOTIFICATION WILL BE GIVEN TIMELY. ADDITIONAL
 INFORMATION REGARDING ASBESTOS REQUIREMENTS CAN BE
 FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/_DOCUMENTS/ASBESTOS-
 NOTIFICATION-FORM-PBC-FILLABLE-UPDATE-07-30-2015.PDF
  
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN PDF
 FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE INCLUDE
 THE PERMIT NUMBER AND ?ASBESTOS? IN THE SUBJECT LINE.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2020-03-12 Cont ID  
Sent By rmcdouga Date 2020-03-12 Time 13:00 Rev Time 0.00
Received By rmcdouga Date 2020-03-12 Time 06:48 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2020-02-11 Cont ID  
Sent By rmcdouga Date 2020-02-11 Time 11:05 Rev Time 0.00
Received By rmcdouga Date 2020-02-10 Time 13:59 Sent To  
Notes
2020-02-11 07:42:402017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19101152
 ADD: 300 CLEMATIS ST. 1ST FLOOR SUITE
 CONT: BUILTMORE CONTRACTING/ CBC
 TEL: 561-331-1476
 E-MAIL: INFO: BUILTMORECONTRACTING.COM
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION.
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 PLAN
 REVIEW COMMENTS
 4TH REVIEW: FBC SIXTH EDITION (2017)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) COMPLIED.
  
 2) COMPLIED.
  
 2E) (ADDITIONAL INFORMATION REQUIRED. SUBMIT A LETTER
 FROM THE DESIGNER OF RECORD LISTING THE SPECIFIC
 STRUCTURAL ITEMS THAT WILL BE INSPECTED BY THE SPECIAL
 INSPECTOR. NOTE: THE FORMS THAT WERE SUBMITTED ARE
 ACCEPTABLE.) THE REQUIRED SPECIAL INSPECTOR
 (STRUCTURAL) FORMS HAVE NOT BEEN SUBMITTED. (REPEAT
 COMMENT) PER OUR DISCUSSION A SPECIAL INSPECTOR WILL BE
 REQUIRED TO INSPECT THE STRUCTURAL WORK FOR THIS
 PROJECT. THIS WILL INCLUDE CUTTING AND REPLACING OF THE
 SLAB AT THE NEW RAMP AND THE STRUCTURAL STEEL WELDS.
 THIS BUILDING AND THE SCOPE OF WORK WILL QUALIFY FOR A
 RESIDENT INSPECTOR. WE WILL BE E-MAILING THE LISTED
 CONTACT THE GUIDELINES POLICIES AND FORMS TO BE FILED
 OUT AND RETURNED TO THE BUILDING DEPARTMENT FOR REVIEW
 AND APPROVAL.
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER
 INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE,
 OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED
 BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS
 OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES:
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION.
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT
 FORMS WERE E-MAILED TO: BUILTMORECONTRACTING.COM SENT:
 9:08 AM WED. OCT. 30/2019
  
 3) COMPLIED.
  
 4) COMPLIED.
  
 5) COMPLIED.
  
 6) COMPLIED.
  
 7) COMPLIED. A SPECIAL INSPECTOR IS REQUIRED TO MONITOR
 THIS WORK.
  
 8) COMPLIED.
  
 9) COMPLIED.
  
 10) COMPLIED.
  
 10A) COMPLIED.
  
 10C) COMPLIED.
  
 10D) COMPLIED.
  
 10E) N/A
  
 11) COMPLIED.
  
 12) COMPLIED.
  
 13) COMPLIED.
  
 14) COMPLIED.
  
 15) COMPLIED.
  
 16) COMPLIED.
  
 NEW COMMENTS.
  
 17) (THE LIMITATIONS FOR THE HYDRO BAN WATERPROOFING
 STATE THAT IT IS NOT TO BE USED AS A PRIMARY ROOFING
 MEMBRANE OVER OCCUPIED SPACE. THERE IS OCCUPIED SPACE
 BELOW THIS AREA.) SUBMIT TWO SETS OF THE MANUFACTURER'S
 SPECIFICATIONS AND INSTALLATION INSTRUCTIONS FOR THE
 LIQUID WATER-PROOFING MATERIAL THAT WILL BE USED AT THE
 EXTERIOR ADA RAMP. FBC 107.2.1.2
  
 18) COMPLIED.
  
 19) COMPLIED.
  
 20) COMPLIED.
  
 21) COMPLIED.
  
 22) (THE DOCUMENTS THAT WERE SUBMITTED WERE DIGITALLY
 SIGNED. ONLY ELECTRONICALLY SUBMITTED PLANS ARE ALLOWED
 TO BE SIGNED DIGITALLY. THE PAPER CALCULATION DOCUMENTS
 ARE REQUIRED TO BE PHYSICALLY SIGNED, DATED AND SEALED
 AS NOTED IN THE ORIGINAL COMMENTS.) THE ORIGINAL
 STRUCTURAL CALCULATIONS THAT INCLUDED THE NEW STEEL
 BEAM SUPPORTING CONCRETE SLAB, ALUMINUM MULLION DESIGN
 AND STAIR INFILL WERE NOT SIGNED, SEALED AND DATED BY
 THE ENGINEER AS REQUIRED BY 61G15-23.003. ENGINEERING
 PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS WHICH
 MUST BE SIGNED, DATED AND SEALED IN ACCORDANCE WITH THE
 PROVISIONS OF SECTION 471.025, F.S., AND RULE
 61G15-23.001, F.A.C. MUST BE PHYSICALLY SIGNED, DATED
 AND SEALED AS PROVIDED HEREIN BY THE PROFESSIONAL
 ENGINEER IN RESPONSIBLE CHARGE.
 (1) THE LICENSEE SHALL SIGN BY HAND AN ORIGINAL OF THE
 LICENSEE'S SIGNATURE ON EACH PAGE REQUIRED TO BE
 SEALED. A SCANNED, FACSIMILE, DIGITALLY CREATED OR
 COPIED IMAGE OF THE LICENSEE'S SIGNATURE SHALL NOT BE
 USED.
 (2) THE LICENSEE MUST THEN USE A WET SEAL, A DIGITALLY
 CREATED SEAL, OR AN EMBOSSING SEAL PLACED PARTIALLY
 OVERLAPPING THE LICENSEE'S SIGNATURE ON EACH PAGE
 REQUIRED TO BE SEALED. THE PLACEMENT OF THE SEAL SHALL
 NOT RENDER THE SIGNATURE ILLEGIBLE.
  
 23) COMPLIED.
  
 24) AN IMPACT FEE REVIEW IS REQUIRED. SEE IMPACT REVIEW
 STOP FOR ADDITIONAL INFORMATION.
  
 25) THERE IS AN EXTERIOR FIXED GLASS STOREFRONT PANEL
 (S6) SHOWN ON SHEET A102, IN THE WINDOW SCHEDULE ON
 SHEET A601 AND THE STRUCTURAL SHEETS. A FRAMED
 PARTITION WALL IS SHOWN AT THIS LOCATION IN DETAIL 6 ON
 SHEET A401. GLAZING IS NOT ALLOWED IN THIS AREA WHICH
 IS AT A 90 DEGREE ANGLE TO THE EXIT PATH FROM THE EXIT
 PASSAGEWAY. A FIRE ON THE FIRST FLOOR COULD POTENTIALLY
 COMPROMISE THE EXIT. FBC 1023.7
  
 26) THE EXIT DOOR AT THE END OF THE EXIT PASSAGEWAY
 APPEARS TO HAVE THE MINIMUM REQUIRED 32" CLEARANCE
 BETWEEN THE FACE OF THE OPEN DOOR TO THE OFFSET IN THE
 OPPOSITE WALL. THERE IS NO ROOM FOR ERROR WITH THIS
 DESIGN. A SUGGESTION WOULD BE TO MOVE THE DOOR FURTHER
 INTO THE EXIT PASSAGEWAY AND CHANGE THE DOOR TO SWING
 OUT TO THE WALL IN FRONT OF THE SPRINKLER STAND PIPE.
 THIS WOULD PROVIDE A BETTER FLOW OF TRAFFIC FROM THE
 EXIT PASSAGEWAY AT THE EXIT DISCHARGE. FBC 1010.1.1 &
 1028.1
  
 27) NEW COMMENT. IT HAS BEEN BROUGHT TO MY ATTENTION
 THAT ADDITIONAL ACCESSIBLE ENTRANCES TO THIS TENANT
 SPACE MAY BE REQUIRED. SECTION 206.4.1 OF THE 2017
 FLORIDA BUILDING CODE ACCESSIBILITY PUBLIC ENTRANCES.
 IN ADDITION TO ENTRANCES REQUIRED BY 206.4.2 THROUGH
 206.4.9, AT LEAST 60 PERCENT OF ALL PUBLIC ENTRANCES
 SHALL COMPLY WITH 404. THERE ARE THREE PUBLIC ENTRANCES
 SHOWN ON THE PLANS. THEREFORE, TWO OF THEM ARE REQUIRED
 TO COMPLY WITH 404. IF DOCUMENTATION IS PROVIDED
 SHOWING 20 PERCENT DISPROPORTIONALITY TO THE COST OF
 THE OVERALL ALTERATION, THEN THE ONE ACCESSIBLE
 ENTRANCE MAY MEET THE REQUIREMENTS. SEE FBC
 ACCESSIBILITY SECTION 202.4
  
 28) WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A
 RESPONSE LETTER ADDRESSING EACH ITEM ALONG WITH THE
 CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS. ADDITIONAL PLAN REVIEW
 COMMENTS MAY BE GENERATED WHEN MORE INFORMATION IS
 PROVIDED.
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2020-01-28 Cont ID  
Sent By rmcdouga Date 2020-01-28 Time 10:26 Rev Time 0.00
Received By rmcdouga Date 2020-01-24 Time 18:43 Sent To  
Notes
2020-01-28 09:45:182017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19101152
 ADD: 300 CLEMATIS ST. 1ST FLOOR SUITE
 CONT: BUILTMORE CONTRACTING/ CBC
 TEL: 561-331-1476
 E-MAIL: INFO: BUILTMORECONTRACTING.COM
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION.
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 PLAN
 REVIEW COMMENTS
 3RD REVIEW: FBC SIXTH EDITION (2017)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) COMPLIED.
  
 2) COMPLIED.
  
 2E) THE REQUIRED SPECIAL INSPECTOR (STRUCTURAL) FORMS
 HAVE NOT BEEN SUBMITTED. (REPEAT COMMENT) PER OUR
 DISCUSSION A SPECIAL INSPECTOR WILL BE REQUIRED TO
 INSPECT THE STRUCTURAL WORK FOR THIS PROJECT. THIS WILL
 INCLUDE CUTTING AND REPLACING OF THE SLAB AT THE NEW
 RAMP AND THE STRUCTURAL STEEL WELDS. THIS BUILDING AND
 THE SCOPE OF WORK WILL QUALIFY FOR A RESIDENT
 INSPECTOR. WE WILL BE E-MAILING THE LISTED CONTACT THE
 GUIDELINES POLICIES AND FORMS TO BE FILED OUT AND
 RETURNED TO THE BUILDING DEPARTMENT FOR REVIEW AND
 APPROVAL.
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER
 INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE,
 OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED
 BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS
 OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES:
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION.
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT
 FORMS WERE E-MAILED TO: BUILTMORECONTRACTING.COM SENT:
 9:08 AM WED. OCT. 30/2019
  
 3) COMPLIED.
  
 4) COMPLIED.
  
 5) COMPLIED.
  
 6) COMPLIED.
  
 7) COMPLIED. A SPECIAL INSPECTOR IS REQUIRED TO MONITOR
 THIS WORK.
  
 8) COMPLIED.
  
 9) COMPLIED.
  
 10) COMPLIED.
  
 10A) COMPLIED.
  
 10C) COMPLIED.
  
 10D) COMPLIED.
  
 10E) N/A
  
 11) COMPLIED.
  
 12) COMPLIED.
  
 13) COMPLIED.
  
 14) COMPLIED.
  
 15) COMPLIED.
  
 16) COMPLIED.
  
 NEW COMMENTS.
  
 17) SUBMIT TWO SETS OF THE MANUFACTURER'S
 SPECIFICATIONS AND INSTALLATION INSTRUCTIONS FOR THE
 LIQUID WATER-PROOFING MATERIAL THAT WILL BE USED AT THE
 EXTERIOR ADA RAMP. FBC 107.2.1.2
  
 18) ON SHEET S-2 THE EXIT DOOR AT THE EXIT PASSAGEWAY
 HAS A NOTE THAT REFERS TO SHEET S-3. THERE WAS NOT A
 SHEET S-3 IN THE PLANS. PLEASE CLARIFY. FBC 107.2.1
  
 19) SPECIFY THE DOOR SIZES, CAPACITY AND OCCUPANT LOADS
 FOR THE DOOR AT THE FOOT OF THE STAIRS TO THE EXIT
 PASSAGEWAY AND THE EXIT DOOR OF THE EXIT PASSAGEWAY.
 FBC 107.2.1
  
 20) THE SECTION 11/A501 AT THE NEW STRUCTURAL ADA RAMP
 DID NOT GET REVISED TO REFLECT THE MODIFICATIONS TO THE
 EXISTING 12" SLAB. PLEASE CORRECT. FBC 107.2.1
  
 21) THE PRODUCT APPROVAL (NOA NO. 14-0513.03) FOR DOOR
 D-11 HAS A MAXIMUM NEGATIVE DESIGN LOAD OF -75.0 PSF.
 THIS WILL NOT MEET THE REQUIRED NEGATIVE DESIGN LOAD OF
 -83.2 PSF THAT IS SPECIFIED ON SHEET A201. FBC 107.3.4
  
 22) THE ORIGINAL STRUCTURAL CALCULATIONS THAT INCLUDED
 THE NEW STEEL BEAM SUPPORTING CONCRETE SLAB, ALUMINUM
 MULLION DESIGN AND STAIR INFILL WERE NOT SIGNED, SEALED
 AND DATED BY THE ENGINEER AS REQUIRED BY 61G15-23.003.
 ENGINEERING PLANS, SPECIFICATIONS, REPORTS OR OTHER
 DOCUMENTS WHICH MUST BE SIGNED, DATED AND SEALED IN
 ACCORDANCE WITH THE PROVISIONS OF SECTION 471.025,
 F.S., AND RULE 61G15-23.001, F.A.C. MUST BE PHYSICALLY
 SIGNED, DATED AND SEALED AS PROVIDED HEREIN BY THE
 PROFESSIONAL ENGINEER IN RESPONSIBLE CHARGE.
 (1) THE LICENSEE SHALL SIGN BY HAND AN ORIGINAL OF THE
 LICENSEE?S SIGNATURE ON EACH PAGE REQUIRED TO BE
 SEALED. A SCANNED, FACSIMILE, DIGITALLY CREATED OR
 COPIED IMAGE OF THE LICENSEE?S SIGNATURE SHALL NOT BE
 USED.
 (2) THE LICENSEE MUST THEN USE A WET SEAL, A DIGITALLY
 CREATED SEAL, OR AN EMBOSSING SEAL PLACED PARTIALLY
 OVERLAPPING THE LICENSEE?S SIGNATURE ON EACH PAGE
 REQUIRED TO BE SEALED. THE PLACEMENT OF THE SEAL SHALL
 NOT RENDER THE SIGNATURE ILLEGIBLE.
  
 23) SEPARATE PERMITS WILL BE REQUIRED FOR ITEMS SUCH AS
 AWNINGS, EXTERIOR SIGNS, RIGHT OF WAY PERMITS, ETC.
  
 24) AN IMPACT FEE REVIEW IS REQUIRED. SEE IMPACT REVIEW
 STOP FOR ADDITIONAL INFORMATION.
  
 25) WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A
 RESPONSE LETTER ADDRESSING EACH ITEM ALONG WITH THE
 CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS. ADDITIONAL PLAN REVIEW
 COMMENTS MAY BE GENERATED WHEN MORE INFORMATION IS
 PROVIDED.
  
  
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2019-12-19 Cont ID  
Sent By rmcdouga Date 2019-12-19 Time 17:51 Rev Time 0.00
Received By rmcdouga Date 2019-12-19 Time 15:59 Sent To  
Notes
2019-12-19 17:01:352017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19101152
 ADD: 300 CLEMATIS ST. 1ST FLOOR SUITE
 CONT: BUILTMORE CONTRACTING/ CBC
 TEL: 561-331-1476
 E-MAIL: INFO: BUILTMORECONTRACTING.COM
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION.
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 PLAN
 REVIEW COMMENTS
 2ND REVIEW: FBC SIXTH EDITION (2017)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) COMPLIED.
  
 2) COMPLIED.
  
 2E) PER OUR DISCUSSION A SPECIAL INSPECTOR WILL BE
 REQUIRED TO INSPECT THE STRUCTURAL WORK FOR THIS
 PROJECT. THIS WILL INCLUDE TO CUTTING AND REPLACING OF
 THE SLAB AT THE NEW RAMP AND THE STRUCTURAL STEEL
 WELDS. THIS BUILDING AND THE SCOPE OF WORK WILL QUALIFY
 FOR A RESIDENT INSPECTOR. WE WILL BE E-MAILING THE
 LISTED CONTACT THE GUIDELINES POLICIES AND FORMS TO BE
 FILED OUT AND RETURNED TO THE BUILDING DEPARTMENT FOR
 REVIEW AND APPROVAL.
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER
 INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE,
 OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED
 BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS
 OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES:
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION.
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT
 FORMS WERE E-MAILED TO: BUILTMORECONTRACTING.COM SENT:
 9:08 AM WED. OCT. 30/2019
  
 3) COMPLIED.
  
 4) COMPLIED.
  
 5) COMPLIED.
  
 6) COMPLIED.
  
 7) PARTIALLY COMPLIED. THE ENGINEER NEEDS TO EVALUATE
 IF AND HOW THE CUTTING AND REMOVAL OF THE SUSPENDED
 CONCRETE SLAB WILL AFFECT THE EXISTING RETAINING AND
 BEARING WALL ON EITHER SIDE OF THE OPENING. SUBMIT TWO
 SETS OF THE ENGINEER'S REPORT ADDRESSING THIS ISSUE.
 PROVIDE A STRUCTURAL ANALYSIS OF THE EXISTING SUSPENDED
 CONCRETE SLAB THAT IS TO BE REMOVED TO ACCOMMODATE THE
 PROPOSED ADA ACCESSIBLE RAMP. FBC 107.2.1.2
  
 8) COMPLIED.
  
 9) COMPLIED.
  
 10) PARTIALLY COMPLIED.THE RE-ROUTED INTERIOR EXIT
 STAIRWAY DOES NOT LEAD DIRECTLY TO THE EXTERIOR OF THE
 BUILDING. IT APPEARS THAT YOU INTEND TO USE AN EXIT
 PASSAGEWAY TO EXTEND THE STAIRWAY TO THE EXTERIOR OF
 THE BUILDING. THE EXIT PASSAGEWAY IS REQUIRED TO COMPLY
 WITH THE FOLLOWING CODE SECTIONS.
 FBC 1023.1 GENERAL. INTERIOR EXIT STAIRWAYS AND RAMPS
 SERVING AS AN EXIT COMPONENT IN A MEANS OF EGRESS
 SYSTEM SHALL COMPLY WITH THE REQUIREMENTS OF THIS
 SECTION. INTERIOR EXIT STAIRWAYS AND RAMPS SHALL BE
 ENCLOSED AND LEAD DIRECTLY TO THE EXTERIOR OF THE
 BUILDING OR SHALL BE EXTENDED TO THE EXTERIOR OF THE
 BUILDING WITH AN EXIT PASSAGEWAY CONFORMING TO THE
 REQUIREMENTS OF SECTION 1024, EXCEPT AS PERMITTED IN
 SECTION 1028.1. AN INTERIOR EXIT STAIRWAY OR RAMP SHALL
 NOT BE USED FOR ANY PURPOSE OTHER THAN AS A MEANS OF
 EGRESS AND A CIRCULATION PATH.
  
 10A) 1023.3.1 EXTENSION.
 WHERE INTERIOR EXIT STAIRWAYS AND RAMPS ARE EXTENDED TO
 AN EXIT DISCHARGE OR A PUBLIC WAY BY AN EXIT
 PASSAGEWAY, THE INTERIOR EXIT STAIRWAY AND RAMP SHALL
 BE SEPARATED FROM THE EXIT PASSAGEWAY BY A FIRE BARRIER
 CONSTRUCTED IN ACCORDANCE WITH SECTION 707 OR A
 HORIZONTAL ASSEMBLY CONSTRUCTED IN ACCORDANCE WITH
 SECTION 711, OR BOTH. THE FIRE-RESISTANCE RATING SHALL
 BE NOT LESS THAN THAT REQUIRED FOR THE INTERIOR EXIT
 STAIRWAY AND RAMP. A FIRE DOOR ASSEMBLY COMPLYING WITH
 SECTION 716.5 SHALL BE INSTALLED IN THE FIRE BARRIER TO
 PROVIDE A MEANS OF EGRESS FROM THE INTERIOR EXIT
 STAIRWAY AND RAMP TO THE EXIT PASSAGEWAY. OPENINGS IN
 THE FIRE BARRIER OTHER THAN THE FIRE DOOR ASSEMBLY ARE
 PROHIBITED. PENETRATIONS OF THE FIRE BARRIER ARE
 PROHIBITED.
 EXCEPTIONS:
 -1.PENETRATIONS OF THE FIRE BARRIER IN ACCORDANCE WITH
 SECTION 1023.5 SHALL BE PERMITTED.
 -2.SEPARATION BETWEEN AN INTERIOR EXIT STAIRWAY OR RAMP
 AND THE EXIT PASSAGEWAY EXTENSION SHALL NOT BE REQUIRED
 WHERE THERE ARE NO OPENINGS INTO THE EXIT PASSAGEWAY
 EXTENSION.
  
 10C) SOME TYPE OF GATE WILL BE REQUIRED AT THE STAIRWAY
 THAT LEADS FROM THE EXIT PASSAGEWAY TO THE BASEMENT TO
 PREVENT OCCUPANTS FROM MISTAKING THEM AS EXIT STAIRS.
 1024.5 OPENINGS.
 EXIT PASSAGEWAY OPENING PROTECTIVES SHALL BE IN
 ACCORDANCE WITH THE REQUIREMENTS OF SECTION 716.
 EXCEPT AS PERMITTED IN SECTION 402.8.7, OPENINGS IN
 EXIT PASSAGEWAYS OTHER THAN UNPROTECTED EXTERIOR
 OPENINGS SHALL BE LIMITED TO THOSE NECESSARY FOR EXIT
 ACCESS TO THE EXIT PASSAGEWAY FROM NORMALLY OCCUPIED
 SPACES AND FOR EGRESS FROM THE EXIT PASSAGEWAY.
 WHERE AN INTERIOR EXIT STAIRWAY OR RAMP IS EXTENDED TO
 AN EXIT DISCHARGE OR A PUBLIC WAY BY AN EXIT
 PASSAGEWAY, THE EXIT PASSAGEWAY SHALL COMPLY WITH
 SECTION 1023.3.1.
 ELEVATORS SHALL NOT OPEN INTO AN EXIT PASSAGEWAY.
  
 10D) NOT ADDRESSED. 1024.6 PENETRATIONS.
 PENETRATIONS INTO OR THROUGH AN EXIT PASSAGEWAY ARE
 PROHIBITED EXCEPT FOR EQUIPMENT AND DUCTWORK NECESSARY
 FOR INDEPENDENT PRESSURIZATION, SPRINKLER PIPING,
 STANDPIPES, ELECTRICAL RACEWAY FOR FIRE DEPARTMENT
 COMMUNICATION AND ELECTRICAL RACEWAY SERVING THE EXIT
 PASSAGEWAY AND TERMINATING AT A STEEL BOX NOT EXCEEDING
 16 SQUARE INCHES (0.010 M2). SUCH PENETRATIONS SHALL BE
 PROTECTED IN ACCORDANCE WITH SECTION 714. THERE SHALL
 NOT BE PENETRATIONS OR COMMUNICATING OPENINGS, WHETHER
 PROTECTED OR NOT, BETWEEN ADJACENT EXIT PASSAGEWAYS.
 EXCEPTION: MEMBRANE PENETRATIONS SHALL BE PERMITTED ON
 THE OUTSIDE OF THE EXIT PASSAGEWAY. SUCH PENETRATIONS
 SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 714.3.2.
  
 10E) VENTILATION FOR THE EXIT PASSAGEWAY HAS NOT BEEN
 ADDRESSED. 1024.7 VENTILATION.
 EQUIPMENT AND DUCTWORK FOR EXIT PASSAGEWAY VENTILATION
 AS PERMITTED BY SECTION 1024.6 SHALL COMPLY WITH ONE OF
 THE FOLLOWING:
 -1.THE EQUIPMENT AND DUCTWORK SHALL BE LOCATED EXTERIOR
 TO THE BUILDING AND SHALL BE DIRECTLY CONNECTED TO THE
 EXIT PASSAGEWAY BY DUCTWORK ENCLOSED IN CONSTRUCTION AS
 REQUIRED FOR SHAFTS.
 -2.WHERE THE EQUIPMENT AND DUCTWORK IS LOCATED WITHIN
 THE EXIT PASSAGEWAY, THE INTAKE AIR SHALL BE TAKEN
 DIRECTLY FROM THE OUTDOORS AND THE EXHAUST AIR SHALL BE
 DISCHARGED DIRECTLY TO THE OUTDOORS, OR THE AIR SHALL
 BE CONVEYED THROUGH DUCTS ENCLOSED
 IN CONSTRUCTION AS REQUIRED FOR SHAFTS.
 -3.WHERE LOCATED WITHIN THE BUILDING, THE EQUIPMENT AND
 DUCTWORK SHALL BE SEPARATED FROM THE REMAINDER OF THE
 BUILDING, INCLUDING OTHER MECHANICAL EQUIPMENT, WITH
 CONSTRUCTION AS REQUIRED FOR SHAFTS.
 IN EACH CASE, OPENINGS INTO THE FIRE-RESISTANCE-RATED
 CONSTRUCTION SHALL BE LIMITED TO THOSE NEEDED FOR
 MAINTENANCE AND OPERATION AND SHALL BE PROTECTED BY
 OPENING PROTECTIVES IN ACCORDANCE WITH SECTION 716 FOR
 SHAFT ENCLOSURES.
 EXIT PASSAGEWAY VENTILATION SYSTEMS SHALL BE
 INDEPENDENT OF OTHER BUILDING VENTILATION SYSTEMS.
  
 11) YOUR RESPONSE TO THIS COMMENT INDICATES THAT THERE
 WILL BE CONDENSATE LINES WHICH HAVE A POTENTIAL TO LEAK
 ABOVE THE CEILING OF THE EXIT PASSAGEWAY. YOU WILL HAVE
 TO PROVIDE AN ASSEMBLY EVALUATION REPORT FOR A FIRE
 RATED CEILING ASSEMBLY THAT WILL NOT BE COMPROMISED BY
 A WATER LEAK THAT IS ACCEPTABLE TO THE BUILDING
 OFFICIAL. IDENTIFY ALL EXISTING BUILDING SYSTEMS AND
 ALL PROPOSED SYSTEMS THAT ARE OR WILL BE LOCATED ABOVE
 THE 2 HR FIRE RESISTANCE RATED CEILING OF THE EXIT
 PASSAGEWAY. INCLUDING BUT NOT LIMITED TO PLUMBING THAT
 COULD LEAK AND COMPROMISE THE HORIZONTAL GYPSUM WALL
 BOARD SHAFT ASSEMBLY CEILING. FBC 107.2.1
  
 12) COMPLIED.
  
 13) COMPLIED.
  
 14) COMPLIED.
  
 15) COMPLIED.
  
 16) COMPLIED.
  
 17) WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A
 RESPONSE LETTER ADDRESSING EACH ITEM ALONG WITH THE
 CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS. ADDITIONAL PLAN REVIEW
 COMMENTS MAY BE GENERATED WHEN MORE INFORMATION IS
 PROVIDED.
  
  
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2019-11-01 Cont ID  
Sent By rmcdouga Date 2019-11-01 Time 17:32 Rev Time  
Received By rmcdouga Date 2019-10-30 Time 06:30 Sent To  
Notes
2019-11-01 10:56:172017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19101152
 ADD: 300 CLEMATIS ST. 1ST FLOOR SUITE
 CONT: BUILTMORE CONTRACTING/ CBC
 TEL: 561-331-1476
 E-MAIL: INFO: BUILTMORECONTRACTING.COM
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION.
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC SIXTH EDITION (2017)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THE COVERSHEET LIST THIS PROJECT AS A LEVEL II
 ALTERATION. PLEASE NOTE THE LAST PERMITTED AND BUSINESS
 TAX RECEIPT FOR THE CORNER OCCUPANT WAS A RESTAURANT.
 THIS MAKES THE PROJECT A CHANGE OF OCCUPANCY UNDER THE
 2017 EXISTING BUILDING CODE CHAPTER 10 AND SECTION
 1001.3.1. PARTIAL CHANGE OF OCCUPANCY CLASSIFICATION.
 WHERE THE OCCUPANCY CLASSIFICATION OR GROUP OF A
 PORTION OF AN EXISTING BUILDING IS CHANGED, SECTION
 1012 SHALL APPLY.
  
 2) THE LIFE SAFETY SHEET LS102:
 2A) ON THE GROUND FLOOR DETAIL THE OCCUPANT LOAD FACTOR
 IS BEING TAKEN AT 30 SQ. FT. PER OCCUPANT. IN THE
 OCCUPANT LOAD CALCULATIONS THE SAME OCCUPANT LOAD
 FACTOR OF 30 SQ. FT. PER OCCUPANT IS USED. PLEASE
 UPDATE THE PLANS TO 60 SQ. FT. PER OCCUPANT LOAD
 FACTOR. THIS IS A CHANGE TO THE 2017 FBC-B BLACK LINED
 IN MARGIN, TABLE 1004.1.2 SEE MERCANTILE.
  
 2B) BOTH THE 3/32 INCH SCALE AND 3/16 INCH SCALE PLANS
 HAVE BEEN SHRUNK, THEY HAVE BEEN SHRUNK OVER 50% OF THE
 VALUE SCALE INDICATED ON THE PLANS.
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1 OF THE ADMINISTRATIVE CODE SECTION
 107.2.1.3 QUALITY OF BUILDING PLANS. BUILDING PLANS
 SHALL BE DRAWN TO A MINIMUM 1/8 INCH SCALE UPON
 SUBSTANTIAL PAPER.
 2C)EGRESS REQUIREMENTS-MERCANTILE : NEW OCCUPANCY
 2C)(1) EXIT ACCESS TRAVEL IS GIVEN TABLE 1016.1 UPDATE
 PLANS TO THE 2017 FBC-B
 2C)(2) THE MINIMUM CLEAR WIDTH REQUIREMENTS FOR THE
 2017 FBC-BUILDING ARE NOT GIVEN.
 2C)(3) THE CAPACITY FACTOR FOR LEVEL/ RAMP REQUIREMENTS
 FOR THE 2017 FBC-BUILDING ARE NOT GIVEN.
 2C)(4) THE CAPACITY FACTOR FOR STAIRS REQUIREMENTS FOR
 THE 2017 FBC-BUILDING ARE NOT GIVEN.
 2C)(5) THE COMMON PATH OF TRAVEL REQUIREMENTS FOR THE
 2017 FBC-BUILDING ARE NOT GIVEN.
 COMMON PATH OF TRAVEL FOR THE BASEMENT CANNOT BE
 DETERMINED SINCE THE PLANS ARE NOT DRAWN TO SCALE AS
 INDICATED ON THE PLANS. 2017 FBC-B TABLE 1006.2.1. &
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 2D) SINCE THE BASEMENT PLAN IS NOT TO SCALE AND THE
 WALK IN COOLER IS INDICATED NOT IN THE SCOPE OF WORK,
 THE SQ. F.T OF THE BASEMENT CANNOT BE DETERMINED NOR
 THE OCCUPANT LOAD. VERTICAL ACCESSIBILITY MAYBE A
 REQUIREMENT IF THE OCCUPANT LOAD IS GREATER THAN 5
 OCCUPANTS. 2017 FBC-ACCESSIBILITY CODE SECTION 201.1.1.
 2E) THIS BUILDING AND THE SCOPE OF WORK WILL QUALIFY
 FOR A RESIDENT INSPECTOR. WE WILL BE E-MAILING THE
 LISTED CONTACT THE GUIDELINES POLICIES AND FORMS TO BE
 FILED OUT AND RETURNED TO THE BUILDING DEPARTMENT FOR
 REVIEW AND APPROVAL.
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER
 INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE,
 OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED
 BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS
 OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES:
  
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION.
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT
 FORMS WERE E-MAILED TO: BUILTMORECONTRACTING.COM SENT:
 9:08 AM WED. OCT. 30/2019
  
 2F) THE COVERSHEET UNDER THE HEADING BUILDING
 INFORMATION LIST THE CONSTRUCTION TYPE AS : II-B.
 PLEASE REVIEW SHEET S-2 INFILL OF THE 1ST FLOOR AND
 SECTION 1 ON S-1 SHOWS WOOD FRAMING AND ONE LAYER OF
 3/4 INCH PLYWOOD DECKING. THE 2017 FBC-B SECTION 603.1
 ALLOWABLE COMBUSTIBLE MATERIALS IN TYPE I AND II
 CONSTRUCTION. THIS SECTION DOES NOT LIST FLOOR FRAMING
 AT ALL, NOT EVEN FOR FIRE RETARDANT TREATED WOOD.
  
 2G) THE PLAN IS ALSO SILENT AS TO THE REQUIREMENTS OF
 HORIZONTAL FIRE BARRIERS FOR THE BASEMENT TO 1ST FLOOR
 AND 1ST FLOOR TO THE 2ND FLOOR. PLEASE SHOW HOW
 COMPLIANCE WITH TABLE 707.3.10 WILL BE MET. NOTE THERE
 IS A 2ND FLOOR INFILL THAT WILL ALSO NEED TO BE SHOWN
 ON THE PLANS.
  
 3) SHEET A101:
 3A) IN THE BASEMENT PLAN WALL IDENTIFICATION TAGS ARE
 GIVEN BUT THERE IS NO LEGEND ON THIS SHEET FOR
 REFERENCE. 107.2.1.2 ADDITIONAL INFORMATION IS
 REQUIRED.
 3B) IN THE BASEMENT THERE ARE 2 DOORS WITH
 IDENTIFICATION TAGS, NO RATINGS BUT NO LEGEND OR DOOR
 SCHEDULE FOR THIS PAGE. 107.2.1.2. ADDITIONAL
 INFORMATION IS REQUIRED.
 3C) THERE ARE 2 DOORS IN THE STAIRWELL LABELED D2 THEY
 DO NOT COMPLY WITH THE 2017 FBC-ACCESSIBILITY CODE FOR
 DOORS IN SERIES. 404.2.6.
 4) SHEETS D102, A102 & S-2 RECONFIGURED STAIRWAY A
 DISCREPANCY IN PLANS. SHEET D102 INDICATES A NORTH
 STAIRWAY TO BE RECONFIGURED. SHEET A102 SHOWS THE NEW
 RECONFIGURED STAIR. THE STRUCTURAL SHEET S-2 SHOWS THE
 NORTH STAIRWELL AS THE D102 SHEET (ORIGINAL
 CONFIGURATION) AND NEW STAIRWELL WALL PARTITIONS. THERE
 IS A COMMENT ON THE STRUCTURAL SHEET NOT A PART OF THIS
 SCOPE OF WORK. SHEET A102 INDICATES THE CONTRACTOR IS
 TO COORDINATE CONSTRUCTION DETAILS AND SEQUENCING AND
 SPECIAL REQUIREMENTS OF THE JURISDICTION HAVING
 AUTHORITY PRIOR TO COMMENCING WORK.
 PLEASE NOTE THE STATE OF FLORIDA IS A STATE WIDE CODE
 AND IT IS THE DESIGNER OF RECORD THAT DESIGNS AND
 PROVIDES LIVE LOADS, DEAD LOADS AND THE CONSTRUCTION
 MATERIAL TO BE USED IN THE DESIGN OF THE NEW STAIRWAY.
 FL. ADMINISTRATIVE CODE 61G1-23.015 (2) THE ARCHITECT
 IS RESPONSIBLE FOR SUPERVISING AND REVIEWING ALL
 PROJECT DATA, REPORTS, SHOP DRAWINGS ETC...
 FL. ADMINISTRATIVE CODE 61G1-23.015 RESPONSIBLE
 SUPERVISING CONTROL OVER ARCHITECTURAL PRACTICE OUTSIDE
 OF THE ARCHITECT'S OFFICE.
 5) SHEET A102 1ST FLOOR PLAN:
 5A) THE 1ST FLOOR PLAN DOES NOT IDENTIFY DOORS, THE
 PLAN IDENTIFIES DOOR TYPES. THERE ARE NUMEROUS DOORS
 THAT DO NOT MEET THE FBC-ACCESS. CODE 404.2.4
 MANEUVERING CLEARANCES. DOORS. MINIMUM MANEUVERING
 CLEARANCES AT DOORS AND GATES SHALL COMPLY WITH
 404.2.4. MANEUVERING CLEARANCES SHALL EXTEND THE FULL
 WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE FOR
 SIDE CLEARANCE.
 PLEASE IDENTIFY EACH DOOR WITH SEPARATE NOMENCLATURE TO
 BE ABLE TO IDENTIFY DEFICIENCIES.
  
 5B) PLEASE PROVIDE A FLOOR PLAN WITH THE KIOSK LAYOUT
 AND COLUMNS TO ENSURE COMPLIANCE OR THE LIFE SAFETY
 PLAN TO SCALE TO ENSURE COMPLIANCE WITH 1018.3 & 1018.4
 OF THE 2017 FBC-B.
  
 6) PROVIDE ADDITIONAL INFORMATION FOR THE PROPOSED 6" X
 6" ALUMINUM COLUMN. INDICATE IF THIS IS A LOAD BEARING
 COLUMN SUPPORTING ANY GRAVITY LOADS OR IS ONLY FOR
 RESISTING THE LATERAL WINDLOADS ON THE STOREFRONTS THAT
 WILL BE ATTACHED TO IT. FBC 107.2.1
  
 7) PROVIDE A STRUCTURAL ANALYSIS OF THE EXISTING
 SUSPENDED CONCRETE SLAB THAT IS TO BE REMOVED TO
 ACCOMMODATE THE PROPOSED ADA ACCESSIBLE RAMP. FBC
 107.2.1.2
  
 8) THE PROPOSED RAMP IS REQUIRED TO HAVE A MINIMUM 60"
 CLEAR LENGTH LANDING AT THE TOP AND BOTTOM. PROVIDE
 DIMENSIONS ON THE PLANS TO SHOW COMPLIANCE. FBC
 ACCESSIBILITY SECTION 405.7.3
  
 9) THE PLANS DO NOT APPEAR TO SHOW ADEQUATE CLEAR SPACE
 BETWEEN THE EXISTING WALL AND THE BOTTOM OF THE RAMP
 RUN IN ORDER TO ACCESS THE LANDING. FBC ACCESSIBILITY
 SECTION 405.7 REQUIRES THE LANDING TO BE 60" X 60"
 MINIMUM WHEN THERE IS A CHANGE IN DIRECTION AT THE
 LANDING.
  
 10) THE RE-ROUTED INTERIOR EXIT STAIRWAY DOES NOT LEAD
 DIRECTLY TO THE EXTERIOR OF THE BUILDING. IT APPEARS
 THAT YOU INTEND TO USE AN EXIT PASSAGEWAY TO EXTEND THE
 STAIRWAY TO THE EXTERIOR OF THE BUILDING. THE EXIT
 PASSAGEWAY IS REQUIRED TO COMPLY WITH THE FOLLOWING
 CODE SECTIONS.
 FBC 1023.1 GENERAL. INTERIOR EXIT STAIRWAYS AND RAMPS
 SERVING AS AN EXIT COMPONENT IN A MEANS OF EGRESS
 SYSTEM SHALL COMPLY WITH THE REQUIREMENTS OF THIS
 SECTION. INTERIOR EXIT STAIRWAYS AND RAMPS SHALL BE
 ENCLOSED AND LEAD DIRECTLY TO THE EXTERIOR OF THE
 BUILDING OR SHALL BE EXTENDED TO THE EXTERIOR OF THE
 BUILDING WITH AN EXIT PASSAGEWAY CONFORMING TO THE
 REQUIREMENTS OF SECTION 1024, EXCEPT AS PERMITTED IN
 SECTION 1028.1. AN INTERIOR EXIT STAIRWAY OR RAMP SHALL
 NOT BE USED FOR ANY PURPOSE OTHER THAN AS A MEANS OF
 EGRESS AND A CIRCULATION PATH.
  
 10A) 1023.3.1 EXTENSION.
 WHERE INTERIOR EXIT STAIRWAYS AND RAMPS ARE EXTENDED TO
 AN EXIT DISCHARGE OR A PUBLIC WAY BY AN EXIT
 PASSAGEWAY, THE INTERIOR EXIT STAIRWAY AND RAMP SHALL
 BE SEPARATED FROM THE EXIT PASSAGEWAY BY A FIRE BARRIER
 CONSTRUCTED IN ACCORDANCE WITH SECTION 707 OR A
 HORIZONTAL ASSEMBLY CONSTRUCTED IN ACCORDANCE WITH
 SECTION 711, OR BOTH. THE FIRE-RESISTANCE RATING SHALL
 BE NOT LESS THAN THAT REQUIRED FOR THE INTERIOR EXIT
 STAIRWAY AND RAMP. A FIRE DOOR ASSEMBLY COMPLYING WITH
 SECTION 716.5 SHALL BE INSTALLED IN THE FIRE BARRIER TO
 PROVIDE A MEANS OF EGRESS FROM THE INTERIOR EXIT
 STAIRWAY AND RAMP TO THE EXIT PASSAGEWAY. OPENINGS IN
 THE FIRE BARRIER OTHER THAN THE FIRE DOOR ASSEMBLY ARE
 PROHIBITED. PENETRATIONS OF THE FIRE BARRIER ARE
 PROHIBITED.
 EXCEPTIONS:
 -1.PENETRATIONS OF THE FIRE BARRIER IN ACCORDANCE WITH
 SECTION 1023.5 SHALL BE PERMITTED.
 -2.SEPARATION BETWEEN AN INTERIOR EXIT STAIRWAY OR RAMP
 AND THE EXIT PASSAGEWAY EXTENSION SHALL NOT BE REQUIRED
 WHERE THERE ARE NO OPENINGS INTO THE EXIT PASSAGEWAY
 EXTENSION.
  
 10B) 1024.2 WIDTH.
 THE REQUIRED CAPACITY OF EXIT PASSAGEWAYS SHALL BE
 DETERMINED AS SPECIFIED IN SECTION 1005.1 BUT THE
 MINIMUM WIDTH SHALL BE NOT LESS THAN 44 INCHES (1118
 MM), EXCEPT THAT EXIT PASSAGEWAYS SERVING AN OCCUPANT
 LOAD OF LESS THAN 50 SHALL BE NOT LESS THAN 36 INCHES
 (914 MM) IN WIDTH. THE MINIMUM WIDTH OR REQUIRED
 CAPACITY OF EXIT PASSAGEWAYS SHALL BE UNOBSTRUCTED.
  
 10C) 1024.5 OPENINGS.
 EXIT PASSAGEWAY OPENING PROTECTIVES SHALL BE IN
 ACCORDANCE WITH THE REQUIREMENTS OF SECTION 716.
 EXCEPT AS PERMITTED IN SECTION 402.8.7, OPENINGS IN
 EXIT PASSAGEWAYS OTHER THAN UNPROTECTED EXTERIOR
 OPENINGS SHALL BE LIMITED TO THOSE NECESSARY FOR EXIT
 ACCESS TO THE EXIT PASSAGEWAY FROM NORMALLY OCCUPIED
 SPACES AND FOR EGRESS FROM THE EXIT PASSAGEWAY.
 WHERE AN INTERIOR EXIT STAIRWAY OR RAMP IS EXTENDED TO
 AN EXIT DISCHARGE OR A PUBLIC WAY BY AN EXIT
 PASSAGEWAY, THE EXIT PASSAGEWAY SHALL COMPLY WITH
 SECTION 1023.3.1.
 ELEVATORS SHALL NOT OPEN INTO AN EXIT PASSAGEWAY.
  
 10D) 1024.6 PENETRATIONS.
 PENETRATIONS INTO OR THROUGH AN EXIT PASSAGEWAY ARE
 PROHIBITED EXCEPT FOR EQUIPMENT AND DUCTWORK NECESSARY
 FOR INDEPENDENT PRESSURIZATION, SPRINKLER PIPING,
 STANDPIPES, ELECTRICAL RACEWAY FOR FIRE DEPARTMENT
 COMMUNICATION AND ELECTRICAL RACEWAY SERVING THE EXIT
 PASSAGEWAY AND TERMINATING AT A STEEL BOX NOT EXCEEDING
 16 SQUARE INCHES (0.010 M2). SUCH PENETRATIONS SHALL BE
 PROTECTED IN ACCORDANCE WITH SECTION 714. THERE SHALL
 NOT BE PENETRATIONS OR COMMUNICATING OPENINGS, WHETHER
 PROTECTED OR NOT, BETWEEN ADJACENT EXIT PASSAGEWAYS.
 EXCEPTION: MEMBRANE PENETRATIONS SHALL BE PERMITTED ON
 THE OUTSIDE OF THE EXIT PASSAGEWAY. SUCH PENETRATIONS
 SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 714.3.2.
  
 10E) 1024.7 VENTILATION.
 EQUIPMENT AND DUCTWORK FOR EXIT PASSAGEWAY VENTILATION
 AS PERMITTED BY SECTION 1024.6 SHALL COMPLY WITH ONE OF
 THE FOLLOWING:
 -1.THE EQUIPMENT AND DUCTWORK SHALL BE LOCATED EXTERIOR
 TO THE BUILDING AND SHALL BE DIRECTLY CONNECTED TO THE
 EXIT PASSAGEWAY BY DUCTWORK ENCLOSED IN CONSTRUCTION AS
 REQUIRED FOR SHAFTS.
 -2.WHERE THE EQUIPMENT AND DUCTWORK IS LOCATED WITHIN
 THE EXIT PASSAGEWAY, THE INTAKE AIR SHALL BE TAKEN
 DIRECTLY FROM THE OUTDOORS AND THE EXHAUST AIR SHALL BE
 DISCHARGED DIRECTLY TO THE OUTDOORS, OR THE AIR SHALL
 BE CONVEYED THROUGH DUCTS ENCLOSED
 IN CONSTRUCTION AS REQUIRED FOR SHAFTS.
 -3.WHERE LOCATED WITHIN THE BUILDING, THE EQUIPMENT AND
 DUCTWORK SHALL BE SEPARATED FROM THE REMAINDER OF THE
 BUILDING, INCLUDING OTHER MECHANICAL EQUIPMENT, WITH
 CONSTRUCTION AS REQUIRED FOR SHAFTS.
 IN EACH CASE, OPENINGS INTO THE FIRE-RESISTANCE-RATED
 CONSTRUCTION SHALL BE LIMITED TO THOSE NEEDED FOR
 MAINTENANCE AND OPERATION AND SHALL BE PROTECTED BY
 OPENING PROTECTIVES IN ACCORDANCE WITH SECTION 716 FOR
 SHAFT ENCLOSURES.
 EXIT PASSAGEWAY VENTILATION SYSTEMS SHALL BE
 INDEPENDENT OF OTHER BUILDING VENTILATION SYSTEMS.
  
 11) IDENTIFY ALL EXISTING BUILDING SYSTEMS AND ALL
 PROPOSED SYSTEMS THAT ARE OR WILL BE LOCATED ABOVE THE
 2 HR FIRE RESISTANCE RATED CEILING OF THE EXIT
 PASSAGEWAY. INCLUDING BUT NOT LIMITED TO PLUMBING THAT
 COULD LEAK AND COMPROMISE THE HORIZONTAL GYPSUM WALL
 BOARD SHAFT ASSEMBLY CEILING. FBC 107.2.1
  
 12) SPECIFY THE CLEAR WIDTH OF THE EXISTING EXTERIOR
 EXIT ACCESS. FBC 1028.2
  
 13) THE EXISTING GATE AT THE TERMINATION OF THE
 EXTERIOR EXIT ACCESS SWINGS OUT INTO THE ALLEYWAY. IT
 WILL HAVE TO BE RELOCATED SO THAT IT DOES NOT SWING
 PAST THE PROPERTY LINE. FBC 3202.2 &1028.5
  
 14) THERE WILL NEED TO BE SIGNS POSTED AT THIS EXIT
 INTO THE ALLEYWAY STATING THAT THIS IS AN EMERGENCY
 EXIT AND IT IS NOT TO BE BLOCKED. FBC FBC 1028.5
  
 15) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS
 FOR THOSE PRODUCTS WHICH ARE REGULATED BY FAC
 61G20-3.001 PER FLORIDA STATUTE 553.842 (5) THAT HAVE
 BEEN REVIEWED AND APPROVED IN WRITING BY THE DESIGNER
 OF RECORD. PROVIDE TWO COMPLETE PRODUCT APPROVALS WITH
 FL OR NOA NUMBERS INCLUDING INSTALLATION INSTRUCTIONS
 AND MAXIMUM DESIGN PRESSURES FOR EACH OF THE DIFFERENT
 ROOFING MATERIALS, WINDOW (GLASS TYPES), STRUCTURAL
 MULLIONS, STORE FRONTS AND EXTERIOR DOOR TYPES.
  
 16) FBC 107.3.4.1 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. 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.
  
 17) WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A
 RESPONSE LETTER ADDRESSING EACH ITEM ALONG WITH THE
 CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS. ADDITIONAL PLAN REVIEW
 COMMENTS MAY BE GENERATED WHEN MORE INFORMATION IS
 PROVIDED.
  
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2020-01-26 Cont ID  
Sent By jpearson Date 2020-01-26 Time 08:42 Rev Time 0.00
Received By jpearson Date 2020-01-26 Time 08:42 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2019-12-16 Cont ID  
Sent By jpearson Date 2019-12-16 Time 14:43 Rev Time 0.00
Received By jpearson Date 2019-12-16 Time 14:43 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2019-11-04 Cont ID  
Sent By jpearson Date 2019-11-04 Time 15:41 Rev Time 0.00
Received By jpearson Date 2019-11-04 Time 11:54 Sent To  
Notes
2019-11-04 15:40:55CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
 FAC = FLORIDA ADMINISTRATIVE CODE
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. COVER SHEET STATES THIS IS A LEVEL II ALTERATION OF
 APPROXIMATELY 4500 SQUARE FEET. THE LOAD CALCULATION
 INCLUDED FOR PANEL A ONLY INCLUDES 3196 SQUARE FEET.
 PROVIDE CLARIFICATION. WPB FBC 107.2.1
 2. PROVIDE ACCURATE LOAD CALCULATION FOR SERVICE,
 INCLUDE EXISTING AND NEW LOADS TO CONFIRM CAPACITY OF
 SERVICE IS ADEQUATE. A PANEL B AND A SUB-PANEL ARE
 SHOWN ON PLAN, BUT THERE IS NO PANEL SCHEDULE OR LOAD
 FOR THESE PANELS SHOWN. PROVIDE CLARIFICATIONS AND/OR
 CORRECTIONS AS NEEDED. NEC 215.2, 215.5, 220, 408.30
 3. PROVIDE THE ADDITIONAL INTERIOR LIGHTING CONTROLS
 STIPULATED IN THE FBC ENERGY CODE. MANY AREAS DO NOT
 SHOW THE AUTOMATIC CONTROL REQUIRED. FBC EC C405.2
 4. PROVIDE CHART OF INTERIOR LIGHTING POWER ALLOWANCES
 EXPRESSED IN WATTAGE PER THE FBC ENERGY CODE IN
 RELATION TO THE WATTAGE OF THE CONNECTED INTERIOR
 LIGHTING PROPOSED TO COMPLY WITH CODE. FBC EC C405.4.2
  
 END OF COMMENTS.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, PROVIDE A RESPONSE LETTER ADDRESSING EACH
 ITEM ALONG WITH THE CITY RESUBMITTAL FORM.
 ADDITIONALLY, INSERT CORRECTED PAGES INTO THE ORIGINAL
 SUBMITTAL AND REMOVE THE PREVIOUSLY REVIEWED SHEETS.
 ONE COPY OF THE PREVIOUSLY REVIEWED SHEETS SHOULD
 REMAIN IN PACKAGE AND BE MARKED OLD SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2020-03-13 Cont ID  
Sent By pleduc Date 2020-03-13 Time   Rev Time 0.00
Received By pleduc Date 2020-03-13 Time 11:10 Sent To I
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2020-02-12 Cont ID  
Sent By pleduc Date 2020-02-12 Time   Rev Time 0.00
Received By pleduc Date 2020-02-12 Time 10:32 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2019-12-03 Cont ID  
Sent By pleduc Date 2019-12-03 Time   Rev Time 0.00
Received By pleduc Date 2019-12-03 Time 10:50 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2019-10-29 Cont ID  
Sent By pleduc Date 2019-10-29 Time   Rev Time 0.00
Received By pleduc Date 2019-10-28 Time 12:58 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date   Cont ID  
Sent By   Date 2020-03-16 Time   Rev Time 0.00
Received By lmarchan Date 2020-03-16 Time 11:24 Sent To  
Notes
2020-03-17 11:24:58RESUB ROUTED TO RMCDOUGAL
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date   Cont ID  
Sent By lmarchan Date 2020-03-17 Time 11:24 Rev Time 0.00
Received By lmarchan Date 2020-03-09 Time 15:59 Sent To  
Notes
2020-03-10 14:26:50ZONING HANDED DIRECTLY TO SAMANTHA HILL 3/10/20 EL
2020-03-09 15:59:16B28
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2020-03-17 Cont ID  
Sent By rmcdouga Date 2020-03-17 Time 11:24 Rev Time 0.00
Received By lmarchan Date 2020-02-06 Time 15:02 Sent To I
Notes
2020-03-11 06:06:523/10 TO RM DESK
  
2020-02-28 15:28:55PUT ON SAMANTHA HILL'S DESK FROM ZONING - LIZ LEVESQUE
 2/28/20
2020-02-07 15:02:57B26
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2020-01-28 Cont ID  
Sent By jesmith Date 2020-01-28 Time 14:17 Rev Time 0.00
Received By jesmith Date 2020-01-28 Time 14:17 Sent To  
Notes
2020-01-23 16:40:39B26
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-12-19 Cont ID  
Sent By rmcdouga Date 2019-12-19 Time 17:51 Rev Time 0.00
Received By rmcdouga Date 2019-11-25 Time 13:29 Sent To  
Notes
2019-11-26 13:29:10B26
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date   Cont ID  
Sent By   Date 2019-11-04 Time   Rev Time 0.00
Received By lmarchan Date 2019-10-22 Time 14:24 Sent To  
Notes
2019-10-23 14:25:03B04
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2020-03-17 Cont ID  
Sent By rmcdouga Date 2020-03-17 Time 13:02 Rev Time 0.00
Received By rmcdouga Date 2020-03-17 Time 13:02 Sent To  
Notes
2020-03-17 13:04:50PLANS STAMPED, NO FEES DUE.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2020-01-27 Cont ID  
Sent By rmcdouga Date 2020-01-27 Time 07:49 Rev Time 0.00
Received By rmcdouga Date 2020-01-27 Time 07:49 Sent To  
Notes
2020-03-12 12:54:43IMPACT FEE REVIEW REQUIRED. SEE PREVIOUS NOTES.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2019-10-30 Cont ID  
Sent By jwitmer Date 2019-10-30 Time 06:57 Rev Time  
Received By jwitmer Date 2019-10-30 Time 06:30 Sent To  
Notes
2019-10-30 11:31:02PLANS REQUIRE REVIEW BY THE PBC IMPACT FEE OFFICE. CALL
 (561) 233-5025. UPON APPROVAL, YOU MAY CHECK OUT ONE
 PLAN SET AND TAKE TO THAT OFFICE FOR REVIEW. PLEASE
 RETURNED STAMPED AND WITH A COPY OF THE PAID RECEIPT AS
 APPLICABLE. PLEASE PROVIDE THE MUNICIPAL IMPACT FEE
 QUESTIONNAIRE FORM TO THE PBC IMPACT FEE OFFICE. THE
 FORM CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/AD
 MINISTRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2020-01-28 Cont ID  
Sent By ccole Date 2020-01-28 Time 09:39 Rev Time 0.00
Received By ccole Date 2020-01-27 Time 16:58 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2019-12-05 Cont ID  
Sent By ccole Date 2019-12-05 Time 13:49 Rev Time 0.00
Received By ccole Date 2019-12-05 Time 13:19 Sent To  
Notes
2019-12-05 14:47:141ST REVIEW FBC-2017 MECHANICAL
 PERMIT #19101152
 12/5/2019
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET M-1 & M-2: FIRE/SMOKE DAMPERS MISSING AT THE
 O/A DUCT CONNECTIONS INTO THE EXISTING SHAFTS- SECTION
 607.5.3 FBC M.
  
 2) THE SUBMITTED AC CALULATIONS ARE BASED ON ACCA
 MANUAL J WHICH IS THE CALCULATION METHOD ALLOWED FOR
 RESIDENTIAL SYSTEMS. PLEASE REVIEW SECTION C403.2.1 FBC
 EC WHICH REQUIRES DESIGN LOADS TO BE DETERMINED IN
 ACCORDANCE WITH ANS/ASHRAE/ACCA STANDARD 183 OR ACCA
 MANUAL N.
  
 3) COMMENT #6 FROM THE 1ST REVIEW STILL EXISTS- PLEASE
 COMPLY. 6) THE $150,000 VALUE FOR THE PROPOSED PROJECT
 APPEARS UNDERVALUED FOR THE SCOPE OF WORK SHOWN ON THE
 PLANS. PLEASE PROVIDE BONAFIDE CONTRACTS AND/OR
 ESTIMATES THAT INCLUDE THE LABOR, MATERIALS, EQUIPMENT,
 INTERIOR FINISHES, DESIGN FEES, AND OVERHEAD AND
 PROFIT- SECTION 109.3 WPB.
  
 4) M-2: CLARIFY IF THERE IS AN ABOVE CEILING RETURN AIR
 PLENUM AND PLACE A NOTE ON THE PLAN IF APPLICABLE - SEE
 SECTION 602 FBC M.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2019-10-25 Cont ID  
Sent By ccole Date 2019-10-25 Time 10:46 Rev Time 0.00
Received By ccole Date 2019-10-25 Time 09:11 Sent To  
Notes
2019-10-25 11:04:111ST REVIEW FBC-2017 MECHANICAL
 PERMIT #19101152
 10/25/19
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET M-2: PROVIDE O/A FOR AHU-2 IN THE BASEMENT-
 SECTION 401.2 FBC M.
  
 2) M-2: AUTOMATIC SHUTOFF DAMPERS, EITHER MOTORIZED OR
 GRAVITY, SHALL BE PROVIDED FOR THE O/A DUCTS- SECTION
 C403.2.4.3 FBC EC.
  
 3) M-3: SHOW THE LOCATION OF THE O/A INLET ON THE ROOF
 AND CLEARANCES TO THE NEW CU'S- SECTION 401.4 FBC M.
  
 4) PROVIDE AC COOLING AND HEATING CALCULATIONS FOR THE
 NEW SYSTEMS IN ACCORDANCE WITH SECTION C403.2.1 FBC EC.
  
 5) PROVIDE SHOP DRAWINGS FOR THE NEW COMPRESSED AIR
 PIPING AND A PRODUCT DATA SHEET CUT FOR THE COMPRESSOR.
 BOTH SUBMITTALS SHALL BEAR APPROVAL STAMPS BY THE
 ENGINEER OF RECORD- SECTION 107.2.1 WPB. PLEASE NOTE
 THE SUBMITTALS MAY BE DEFERRED PER SECTION 107.3.4.1
 WPB.
  
 6) THE $150,000 VALUE FOR THE PROPOSED PROJECT APPEARS
 UNDERVALUED FOR THE SCOPE OF WORK SHOWN ON THE PLANS.
 PLEASE PROVIDE BONAFIDE CONTRACTS AND/OR ESTIMATES THAT
 INCLUDE THE LABOR, MATERIALS, EQUIPMENT, INTERIOR
 FINISHES, DESIGN FEES, AND OVERHEAD AND PROFIT- SECTION
 109.3 WPB.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
  
Review Stop P PLUMBING
Rev No 4 Status P Date 2020-02-14 Cont ID  
Sent By gjohnson Date 2020-02-14 Time 16:11 Rev Time 0.00
Received By gjohnson Date 2020-02-14 Time 15:53 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2020-01-28 Cont ID  
Sent By jesmith Date 2020-01-28 Time 14:14 Rev Time 0.00
Received By jesmith Date 2020-01-28 Time 13:06 Sent To  
Notes
2020-01-28 14:14:13CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC RES = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2017 6TH EDITION
 FBC EX = FLORIDA EXISTING BUILDING CODE 2017 6TH
 EDITION
 FBC PL = FLORIDA PLUMBING CODE 2017 6TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2017 6TH EDITION
 NFPA 54 = NATIONAL FUEL GAS CODE
 NFPA 58 = LIQUIFIED PETROLEUM GAS CODE
 NFPA 96 = STANDARD FOR VENTILATION CONTROLAND FIRE
 PROTECTION OF COMMERCIAL COOKING OPERATIONS 2017
 NFPA 99 = HEALTH CARE FACILITIES CODE
 NFPA 99B = STANDARD FOR HYPERBARIC FACILITIES
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
  
 3RD REVIEW
 PLUMBING COMMENTS: DENIED
  
 1. THE HOT WATER DISTRIBUTION SYSTEM PROVIDED EXCEEDS
 THE MAXIMUM LENGTH OF 50 FEET FROM HEAT SOURCE TO
 FIXTURES ALLOWED BY FBC PL 607.2.1. PER WPB FBC
 107.2.1, PROVIDE A RECIRCULATED OR HEAT TRACED SYSTEM
 PIPING EXTENDING THE HEAT SOURCE TO COMPLY. PROVIDE
 PIPING, VALVES, PUMP, SCHEDULES/SPECS AND DETAILS FOR
 SYSTEM I.E. RECIRCULATING PUMP.
 2. HOT WATER SHALL BE INSULATED PER FBC EC C404.4.
 PROVIDE SPECIFICATION FOR HOT WATER INSULATION.
 3. THE SPECIFIED A.O. SMITH DEL-30 WATER HEATER IS NOT
 A BOTTOM FED HEATER AS INDICATED IN THE DETAIL ON P-2.
 PER WPB FBC 107.2.1 AND WPB FBC 107.3.4.1, REVISE
 DETAIL PROPERLY DETAILING THE PIPING ARRANGEMENT FOR
 THE SPECIFIED WATER HEATER. THE DETAIL SHALL NOTE
 VALVES AS WELL AS THERMAL EXPANSION CONTROL AS REQUIRED
 BY FBC PL 607.3. NOTE THE PAN DRAIN AND T&P DISCHARGE
 SHALL BE ROUTED TO THE MOP SINK AS INDICATED IN YOUR
 NOTE AT THE WATER HEATER LOCATION.
 4. PER WPB FBC 107.2.1 AND WPB FBC 107.3.4.1, PROVIDE
 ANCHOR DETAIL FOR THE WALL MOUNTED WATER HEATER SUPPORT
 INDICATED IN YOUR NOTE AT THE WATER HEATER LOCATION.
  
  
  
 END OF COMMENTS.
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.ALL PLANS TO BE SIGNED
 AND SEALED BY THE DESIGNER AS REQUIRED BY FAC AND FS.
  
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-805-6715
  
 19101152 300 CLEMATIS ST
Review Stop P PLUMBING
Rev No 2 Status F Date 2019-12-03 Cont ID  
Sent By jesmith Date 2019-12-03 Time 14:57 Rev Time 0.00
Received By jesmith Date 2019-12-03 Time 14:46 Sent To  
Notes
2019-12-03 14:57:12CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC RES = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2017 6TH EDITION
 FBC EX = FLORIDA EXISTING BUILDING CODE 2017 6TH
 EDITION
 FBC PL = FLORIDA PLUMBING CODE 2017 6TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2017 6TH EDITION
 NFPA 54 = NATIONAL FUEL GAS CODE
 NFPA 58 = LIQUIFIED PETROLEUM GAS CODE
 NFPA 96 = STANDARD FOR VENTILATION CONTROLAND FIRE
 PROTECTION OF COMMERCIAL COOKING OPERATIONS 2017
 NFPA 99 = HEALTH CARE FACILITIES CODE
 NFPA 99B = STANDARD FOR HYPERBARIC FACILITIES
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 19101152 300 CLEMATIS ST
  
  
 2ND REVIEW
 PLUMBING COMMENTS: DENIED
 1.RE: PLAN SHEET A102; THE FOUR BATHROOMS PREVIOUSLY
 NOT IN SCOPE HAVE BEEN RECONFIGURED TO COMPLY WITH FBC
 ACC. PER WPB FBC 107.2.1 AND 107.3.5.1.3, PROVIDE SIZED
 SANITARY WASTE/VENT AND HOT/COLD WATER RISER DIAGRAMS
 AND PLAN VIEW ROUTING SHOWING HOW THE RECONFIGURATIONS
 WILL BE ACCOMMODATED. INDICATE POINTS OF CONNECTION TO
 EXISTING. INCLUDE THE DRINKING FOUNTAIN.
 2. PER WPB FBC 107.2.1 AND 107.3.5.1.3, SHOW LOCATION
 AND TYPE OF EXISTING SOURCE OF HOT WATER, OR PROVIDE
 SOURCE TO COMPLY WITH FBC PL 607.1. IF NEW SOURCE IS
 REQUIRED THEN PROVIDE WATER HEATER SCHEDULE SHOWING
 PRESSURE RATINGS, CAPACITY AND ELECTRICAL
 CHARACTERISTICS AND SHOW LOCATION(S) ON PLANS AND
 INTEGRATE INTO WATER RISER DIAGRAM. IF STORAGE TANK
 TYPE, PROVIDE DETAIL SHOWING COMPLIANCE WITH FBC PL
 CHAPTER 5 AND WITH FBC PL 607.3. PER WPB FBC 107.2.1
 AND 107.3.5.1.3, PROVIDE SUPPORT DETAIL IF CEILING HUNG
 OR WALL MOUNTED.
 3. PER FBC PL 416.5 PROVIDE TEMPERED WATER FROM THE
 LAVATORIES THROUGH AN APPROVED WATER-TEMPERATURE
 LIMITING DEVICE THAT CONFORMS TO ASSE 1070
 4. PER WPB FBC 107.2.1 AND 107.3.5.1.3, PROVIDE FIXTURE
 SCHEDULE INDICATING WATER SUPPLY REQUIREMENTS. INDICATE
 WATER CLOSET TYPE, I.E. FLOOR MOUNTED OR WALL HUNG,
 TANK TYPE OR AUTOMATIC FLUSH VALVE. CONFIRM THAT WATER
 SUPPLY AND SANITARY CONNECTION CONFIGURATIONS ARE
 COMPATIBLE.
 5. PER WPB FBC 107.2.1 AND 107.3.5.1.3, PROVIDE
 PLUMBING FIXTURE SCHEDULE SHOWING COMPLIANCE WITH FBC
 PL 604.3, INDICATING WATER SUPPLY REQUIREMENTS.
 INDICATE WATER CLOSET TYPE, I.E. FLOOR MOUNTED OR WALL
 HUNG, TANK TYPE OR AUTOMATIC FLUSH VALVE. CONFIRM THAT
 WATER SUPPLY AND SANITARY CONNECTION CONFIGURATIONS ARE
 COMPATIBLE.
 6. AS MAINTENANCE MAY BE ACCESSING THE ROOM WITH THE
 SERVICE SINK BY PASSING THROUGH THE RECONFIGURED MEN?S
 ADA BATHROOM, PER FBC 1210.3, THE WATER CLOSET IN SAID
 ROOM SHALL BE ENCLOSED IN A WHEELCHAIR ACCESSIBLE
 COMPARTMENT COMPLYING WITH FBC ACC 604.8.1.1 TO PROVIDE
 PRIVACY FOR THE OCCUPANT. ADDITIONALLY, PROVIDE A SIDE
 WALL SCREEN AT THE URINAL FOR THE SAME REASON.
 7. IT IS NOTED THAT THE DOOR FOR THE WOMEN?S
 RECONFIGURED ADA BATHROOM IS LOCATED DIRECTLY IN FRONT
 OF THE WATER CLOSET. THIS IS NOT PROHIBITED IN
 RENOVATION AS NOTED IN FBC ACC 604.8.1.6 AND ADVISORY
 604.8.1.6 AS WELL AS ADVISORY 604.3.2 BUT SHOULD BE
 CONSIDERED WHERE FEASIBLE.
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS. ALL PLANS TO BE SIGNED
 AND SEALED BY THE DESIGNER AS REQUIRED BY FAC AND FS.
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-805-6715
  
 19101152 300 CLEMATIS ST
  
  
  
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2019-10-24 Cont ID  
Sent By jesmith Date 2019-10-24 Time 15:26 Rev Time 0.00
Received By jesmith Date 2019-10-24 Time 15:13 Sent To  
Notes
2019-10-24 15:20:53CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC RES = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2017 6TH EDITION
 FBC EX = FLORIDA EXISTING BUILDING CODE 2017 6TH
 EDITION
 FBC PL = FLORIDA PLUMBING CODE 2017 6TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2017 6TH EDITION
 NFPA 54 = NATIONAL FUEL GAS CODE
 NFPA 58 = LIQUIFIED PETROLEUM GAS CODE
 NFPA 96 = STANDARD FOR VENTILATION CONTROLAND FIRE
 PROTECTION OF COMMERCIAL COOKING OPERATIONS 2017
 NFPA 99 = HEALTH CARE FACILITIES CODE
 NFPA 99B = STANDARD FOR HYPERBARIC FACILITIES
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
  
 1ST REVIEW
 PLUMBING COMMENTS: DENIED
 1. PER WPB FBC 107.2.1, SHOW LOCATION OF DRINKING
 FOUNTAIN MEETING REQUIREMENTS OF FBC PL SECTION 410. IF
 THERE IS NO DRINKING FOUNTAIN, THEN PROVIUDE AS
 REQUIRED BY FBC PL SECTION 410.
 2. PER WPB FBC 107.2.1, PROVIDE THE ACTUAL OCCUPANT
 LOAD FOR THE PROJECT AND SHOW THAT THE MINIMUM
 REQUIREMENTS OF FBC PL SECTION 403 ARE MET.
  
 END OF COMMENTS.
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.ALL PLANS TO BE SIGNED
 AND SEALED BY THE DESIGNER AS REQUIRED BY FAC AND FS.
  
  
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-805-6715
  
 19101152 300 CLEMATIS ST
  
  
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status P Date 2020-03-12 Cont ID  
Sent By rmcdouga Date 2020-03-12 Time 09:00 Rev Time 0.00
Received By rmcdouga Date 2020-03-12 Time 09:00 Sent To  
Notes
2020-03-12 09:09:47NUTTING ENGINEERS OF FLORIDA, INC.
 RICHARD WOHLFARTH, P.E., PE50858
 JAMES HARPER III, BN4544
 PATRICIA BLUE, BN4402
 RICHARD AREYZAGA, JR., BN6083
  
Review Stop Z ZONING
Rev No 2 Status P Date 2020-03-10 Cont ID  
Sent By elevesqu Date 2020-03-10 Time 14:25 Rev Time 0.00
Received By elevesqu Date 2020-03-10 Time 14:25 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2020-02-28 Cont ID  
Sent By aaponte Date 2020-02-28 Time 15:28 Rev Time 0.00
Received By elevesqu Date 2020-02-28 Time 15:28 Sent To  
Notes
2020-02-28 15:28:22PLEASE REMOVE VINYLS FROM WINDOWS ALONG OLIVE AVENUE.
 WITHIN THE DOWNTOWN MASTER PLAN AREA, THERE ARE
 REQUIREMENTS FOR VISIBLITY AND TRANSPARENCY INTO AREAS
 OF ACTIVE USE TO ALLOW FOR INTERACTION BETWEEN
 PEDESTRIANS AND STOREFRONTS
  
  
 PLEASE SEE SECTION 94-110 FOR SIGNAGE REQUIREMENTS -
 FULL REVIEW NOT DONE BUT PROPOSED SIGNAGE LOOKS TO
 EXCEED SIGN ALLOWANCE. FULL REVIEW DONE AT TIME OF SIGN
 PERMIT
  
 INCLUSION OF NEW 6" CURB AT CLEMATIS ENTRANCE IS NOT AN
 EXISTING CONDITION AND PRESENTS TRIPPING HAZARD -
 RECOMMEND BRINING DOOR DOWN TO SIDEWALK LEVEL AND
 CAPTURING ELEVATION CHANGE INTERNALLY
 RECOMMEND SAME WITH NEW EXIT PASSEWAY
  
 AS NOTED ON PLANS, SIGNAGE AND AWNINGS SHALL BE
 REVIEWED THROUGH SEPARATE PERMIT
  
 LIZ LEVESQUE, URBAN DESIGN PLANNER
 [email protected]
 561 822 1426
  
  
  


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