Plan Review Details - Permit 19020102
Plan Review Stops For Permit 19020102
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2019-03-29 Cont ID  
Sent By dbattles Date 2019-03-29 Time 09:02 Rev Time 0.00
Received By dbattles Date 2019-03-25 Time 07:42 Sent To  
Notes
2019-03-29 09:14:25STRUCTURAL SHEETS APPROVED FOR STRUCTURAL REVISION
 19020102.
 NEW STRUCTURAL SHEETS WERE PROVIDED IN BUILDING SET AND
 ALL REVIEWS WILL NOW BE DONE FROM THE NEW SHEETS IN
 18100540
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2019-02-15 Cont ID  
Sent By dbattles Date 2019-02-15 Time 13:14 Rev Time 0.00
Received By dbattles Date 2019-02-08 Time 07:41 Sent To  
Notes
2019-02-15 13:15:30****CORRECTIONS****
 W.P.B. PERMIT: 19020102
 REVIEWED: FEBRUARY 15, 2019
  
 DYLAN BATTLES
 BUILDING PLANS EXAMINER PX4191
 [email protected]
 561-805-6718
  
 FBC[AMENDED] = FLORIDA BUILDING CODE,5TH EDITION (2014)
 FBC[B] = FBC BUILDING
 FBC[A] = FBC ACCESSIBILITY
 FBC[E] = FBC ENERGY CONSERVATION
  
 1. 107.2.1 FBC[AMENDED] PLACE A DIGITALLY CREATED IMAGE
 OF YOUR SEAL AND THE FOLLOWING SENTENCES WHERE AN
 ORIGINAL SIGNATURE WOULD APPEAR IF THE ITEM WERE BEING
 PHYSICALLY SIGNED DATED AND SEALED. THE SENTENCES CAN
 BE PART OF THE DIGITAL SIGNATURE CUSTOM APPEARANCE
 AVAILABLE IN THE SIGNING TOOL, OR THEY CAN BE PLACED ON
 THE DOCUMENT OUTSIDE OF THE DIGITAL SIGNATURE BLOCK.
 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY
 [LICENSEE, RA, OR LS] ON THE DATE AND/OR TIME STAMP
 SHOWN USING A DIGITAL SIGNATURE.
  -PLEASE ADD A DIGITALLY CREATED IMAGE OF YOUR SEAL TO
 COVER, INDEX AND (ALS) SHEETS. STRUCTURAL SHEETS ARE
 OK.
  
 2. 1603.1 FBC[B] GENERAL. CONSTRUCTION DOCUMENTS SHALL
 SHOW THE SIZE, SECTION AND RELATIVE LOCATIONS OF
 STRUCTURAL MEMBERS WITH FLOOR LEVELS, COLUMN CENTERS
 AND OFFSETS DIMENSIONED. THE DESIGN LOADS AND OTHER
 INFORMATION PERTINENT TO THE STRUCTURAL DESIGN REQUIRED
 BY SECTIONS 1603.1.1 THROUGH 1603.1.8 SHALL BE
 INDICATED ON THE CONSTRUCTION DOCUMENTS. EXCEPTION:
 CONSTRUCTION DOCUMENTS FOR BUILDINGS CONSTRUCTED IN
 ACCORDANCE WITH THE CONVENTIONAL LIGHT-FRAME
 CONSTRUCTION PROVISIONS OF SECTION 2308 (SEE 1603.1 FOR
 LIGHT STEEL FRAME EXCEPTION AND REQUIREMENTS)
 107.2.6 STRUCTURAL INFORMATION. THE CONSTRUCTION
 DOCUMENTS SHALL PROVIDE THE INFORMATION SPECIFIED IN
 SECTION 1603.
 1604.3 FBC[B] TABLE 1604.3 DEFLECTION LIMITS.
 1604.3.1 FBC[B] DEFLECTIONS. THE DEFLECTIONS OF
 STRUCTURAL MEMBERS SHALL NOT EXCEED THE MORE
 RESTRICTIVE OF THE LIMITATIONS OF SECTIONS 1604.3.2
 THROUGH 1604.3.5 OR THAT PERMITTED BY TABLE 1604.3.
  -PROVIDE STRUCTURAL CALCULATIONS TO INCLUDE
 DEFLECTIONS LIMITATIONS.
 PLEASE ADD STRUCTURAL DESIGN CALCULATIONS TO SUPPORTING
 DOCUMENTS FOLDER IN PROJECTDOX.
  
 3. 107.3.5 FBC[AMENDED] PLEASE ADD THE WIND TUNNEL
 REPORTS THE MAIN WIND FORCE RESISTING STRUCTURE (MWFRS)
 AND THE COMPONANTS AND CLADDING AS REFEREFNCED ON SHEET
 S1.001.
  
 4. EXPOSURE D. EXPOSURE D SHALL APPLY WHERE THE GROUND
 SURFACE ROUGHNESS, AS DEFINED BY SURFACE ROUGHNESS D,
 PREVAILS IN THE UPWIND DIRECTION FOR A DISTANCE OF AT
 LEAST 5,000 FEET OR 20 TIMES THE HEIGHT OF THE
 BUILDING, WHICHEVER IS GREATER. EXPOSURE D SHALL ALSO
 APPLY WHERE THE GROUND SURFACE ROUGHNESS IMMEDIATELY
 UPWIND OF THE SITE IS B OR C, AND THE SITE IS WITHIN A
 DISTANCE OF 600 FEET OR 20 TIMES THE BUILDING HEIGHT,
 WHICHEVER IS GREATER, FROM AN EXPOSURE D CONDITION AS
 DEFINED IN THE PREVIOUS SENTENCE.
 -EXPOSURE D APPLIES TO THIS PROJECT DUE TO HEIGHT OF
 BUILDING. ADD TO DESIGN CRITERIA ON SHEET S1.001.
  
 5. 1607.3 FBC[B] UNIFORM LIVE LOADS. THE LIVE LOADS
 USED IN THE DESIGN OF BUILDINGS AND OTHER STRUCTURES
 SHALL BE THE MAXIMUM LOADS EXPECTED BY THE INTENDED USE
 OR OCCUPANCY BUT SHALL IN NO CASE BE LESS THAN THE
 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS GIVEN IN TABLE
 1607.1.
  A. LIVE LOADS ARE ESTABLISHED ON SHEET S1.001. ON
 SHEET ALS1.105 (PODIUM LEVEL 5) SHOWS LIFT AT MOST
 SPACES HERE.
  B. ARE THESE SPACES TO HAVE TWO CARS STACKED AND HAS
 THE LIVE LOAD BEEN INCREASED TO ACCOMODATE ADDITIONAL
 LOADS?
  C. WHAT IS THE HEIGHT OF CEILING THE LIFT REQUIRES AND
 THE HEIGHT PROVIDED?
  
 6. 1607.8.3 FBC[B] AND ASCE 7-10 SECTION 4.5.3 LOADS ON
 VEHICLE BARRIER SYSTEMS.
  -PROVIDE DETAIL TO SHOW HOW VEHICLE BARRIER MEETS
 1607.8.3.
  
 7. 106.1 FBC[AMENDED] LIVE LOADS POSTED. WHERE THE LIVE
 LOADS FOR WHICH EACH FLOOR OR PORTION THEREOF OF A
 COMMERCIAL OR INDUSTRIAL BUILDING IS OR HAS BEEN
 DESIGNED TO EXCEED 50 PSF (2.40 KN/M2), SUCH DESIGN
 LIVE LOADS SHALL BE CONSPICUOUSLY POSTED BY THE OWNER
 IN THAT PART OF EACH STORY IN WHICH THEY APPLY, USING
 DURABLE SIGNS. IT SHALL BE UNLAWFUL TO REMOVE OR DEFACE
 SUCH NOTICES?
 106.2 FBC[AMENDED] ISSUANCE OF CERTIFICATE OF
 OCCUPANCY. A CERTIFICATE OF OCCUPANCY REQUIRED BY
 SECTION 111 SHALL NOT BE ISSUED UNTIL THE FLOOR LOAD
 SIGNS, REQUIRED BY SECTION 106.1, HAVE BEEN INSTALLED.
  -PROVIDE NOTE THAT SIGNS WILL BE PROVIDED AS REQUIRED
 IN 106.2.
  
 8. 1607.9.3 FBC[B] ELEMENTS SUPPORTING HOISTS FOR
 FA?ADE ACCESS EQUIPMENT. IN ADDITION TO ANY OTHER
 APPLICABLE LIVE LOADS, STRUCTURAL ELEMENTS THAT SUPPORT
 HOISTS FOR FA?ADE ACCESS EQUIPMENT SHALL BE DESIGNED
 FOR A LIVE LOAD CONSISTING OF THE LARGER OF THE RATED
 LOAD OF THE HOIST TIMES 2.5 AND THE STALL LOAD OF THE
 HOIST.
  
 9. 508.1 FBC[B] GENERAL. EACH PORTION OF A BUILDING
 SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH
 SECTION 302.1. WHERE A BUILDING CONTAINS MORE THAN ONE
 OCCUPANCY GROUP, THE BUILDING OR PORTION THEREOF SHALL
 COMPLY WITH THE APPLICABLE PROVISIONS OF SECTION 508.2,
 508.3 OR 508.4, OR A COMBINATION OF THESE SECTIONS.
  A. OCCUPANCIES CLASSIFICATIONS ARE LISTED ON SHEET
 ALS1.100. PLEASE STATE THE PROVISIONS OF SECTION 508.2,
 508.3 OR 508.4, OR A COMBINATION OF THESE SECTIONS
 BEING UTILIZED.
  B. WHAT OCCUPANCY WAS THE DAY CARE LISTED UNDER. SEE
 SECTION 305 FBC[B] AS THIS MAY FALL UNDER GROUP E DAY
 CARE FACILITIES.
  C. CAN AREA OF EACH OCCUPANCY TYPE BE TOTALED AND THE
 TOTAL AREA OF BUILDING BE ADDED TO OCCUPANCY DATA?
  
 602.1 FBC[B] WHERE REQUIRED TO HAVE A FIRERESISTANCE
 RATING BY TABLE 601, BUILDING ELEMENTS SHALL COMPLY
 WITH THE APPLICABLE PROVISIONS OF SECTION 703.2
  (SEE TABLE 601 FOR FIRE-RESISTANCE RATING
 REQUIREMENTS)
  
 10. 1006.2.2.4 FBC[B] DAY CARE MEANS OF EGRESS. DAY
 CARE FACILITIES, ROOMS OR SPACES WHERE CARE IS PROVIDED
 FOR MORE THAN 10 CHILDREN THAT ARE 2 1/2 YEARS OF AGE
 OR LESS, SHALL HAVE ACCESS TO NOT LESS THAN TWO EXITS
 OR EXIT ACCESS DOORWAYS.
  -DAY CARE HAS TWO DOORS, BUT ONLY ONE MARKED AS
 EGRESS. PLEASE REVIEW AND REVISE AS APPLICABLE.
  
 11. 602.1 FBC[B] EXTERIOR WALLS SHALL HAVE A
 FIRE-RESISTANCE RATING NOT LESS THAN THAT SPECIFIED IN
 TABLE 602. WHERE REQUIRED TO HAVE A FIRERESISTANCE
 RATING BY TABLE 601, BUILDING ELEMENTS SHALL COMPLY
 WITH THE APPLICABLE PROVISIONS OF SECTION 703.2.
  (SEE TABLE 602 FOR SEPARATION RATING REQUIREMENTS)
  
 12. 704.10 FBC[B] EXTERIOR STRUCTURAL MEMBERS.
 LOAD-BEARING STRUCTURAL MEMBERS LOCATED WITHIN THE
 EXTERIOR WALLS OR ON THE OUTSIDE OF A BUILDING OR
 STRUCTURE SHALL BE PROVIDED WITH THE HIGHEST
 FIRE-RESISTANCE RATING AS DETERMINED IN ACCORDANCE WITH
 THE FOLLOWING:
 A. AS REQUIRED BY TABLE 601 FOR THE TYPE OF BUILDING
 ELEMENT BASED ON THE TYPE OF CONSTRUCTION OF THE
 BUILDING;
 B. AS REQUIRED BY TABLE 601 FOR EXTERIOR BEARING WALLS
 BASED ON THE TYPE OF CONSTRUCTION; AND
 B. AS REQUIRED BY TABLE 602 FOR EXTERIOR WALLS BASED ON
 THE FIRE SEPARATION DISTANCE.
 -SHEET ALS1.100 IN DETAILED CONSTRUCTION REQUIREMENTS
 SHOW EXTERIOR BEARING WALLS WITH 1 HOUR (FIRE
 SEPARATION REDUCTION). PLEASE ADJUST AS STATED IN
 704.10 THAT WITH THE HIGHEST FIRE-RESISTANCE RATING
 WILL APPLY TO EXTERIOR WALLS, OR TELL ME WHERE THE
 REDUCTION IS ALLOWED IN THE FBC.
  -SOME REDUCTIONS MAY BE AVAILABLE IN SECTION 403
 HIGH-RISE BUILDINGS. IF USED PLEASE REFERENCE THE
 SECTION THAT APPLIES AND VERIFY HEIGHT REQUIREMENTS.
  
 13. 502.5 FBC[A] VERTICAL CLEARANCE. PARKING SPACES FOR
 VANS AND ACCESS AISLES AND VEHICULAR ROUTES SERVING
 THEM SHALL PROVIDE A VERTICAL CLEARANCE OF 98 INCHES
 MINIMUM.
  -ADA REVIEW WILL BE DONE WITH BUILDING REVIEW, BUT I
 CAN'T TELL IF CLEARANCE FOR VAN IS ACHIEVED WITHTOUT
 SECTIONS. PLEASE VERIFY THAT VAN PARKING WILL BE
 ACCESSIBLE WITH ROUTE PROVIDING 98 MINIMUM CLEARANCE.
  
 14. 705.8.5 FBC[B] VERTICAL SEPARATION OF OPENINGS.
 OPENINGS IN EXTERIOR WALLS IN ADJACENT STORIES SHALL BE
 SEPARATED VERTICALLY TO PROTECT AGAINST FIRE SPREAD ON
 THE EXTERIOR OF THE BUILDINGS WHERE THE OPENINGS ARE
 WITHIN 5 FEET OF EACH OTHER HORIZONTALLY AND THE
 OPENING IN THE LOWER STORY IS NOT A PROTECTED OPENING
 WITH A FIRE PROTECTION RATING OF NOT LESS THAN 3/4
 HOUR. SUCH OPENINGS SHALL BE SEPARATED VERTICALLY NOT
 LESS THAN 3 FEET BY SPANDREL GIRDERS, EXTERIOR WALLS OR
 OTHER SIMILAR ASSEMBLIES THAT HAVE A FIRE RESISTANCE
 RATING OF NOT LESS THAN 1 HOUR, RATED FOR EXPOSURE TO
 FIRE FROM BOTH SIDES, OR BY FLAME BARRIERS THAT EXTEND
 HORIZONTALLY NOT LESS THAN 30 INCHES BEYOND THE
 EXTERIOR WALL. FLAME BARRIERS SHALL HAVE A
 FIRERESISTANCE RATING OF NOT LESS THAN 1 HOUR. THE
 UNEXPOSED SURFACE TEMPERATURE LIMITATIONS SPECIFIED IN
 ASTM E119 OR UL 263 SHALL NOT APPLY TO THE FLAME
 BARRIERS OR VERTICAL SEPARATION UNLESS OTHERWISE
 REQUIRED BY THE PROVISIONS OF THIS CODE. EXCEPTIONS: 1.
 THIS SECTION SHALL NOT APPLY TO BUILDINGS THAT ARE
 THREE STORIES OR LESS ABOVE GRADE PLANE. 2. THIS
 SECTION SHALL NOT APPLY TO BUILDINGS EQUIPPED
 THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN
 ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2. 3. OPEN
 PARKING GARAGES.
  -PROVIDE DETAIL OR SECTION TO SHOW VERTICAL SEPARATION
 OF OPENINGS, OR STATE THE EXCEPTION BEING USED FROM
 705.8.5.
  
 15. TABLE 705.8 FBC[B] MAXIMUM AREA OF EXTERIOR WALL
 OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE
 OF OPENING PROTECTION
 PROVIDE PLAN TO SHOW FIRE SEPARATION DISTANCES FOR EACH
 LEVEL (PODIUM AND EACH TOWER). BUILDING FIRE SEPARATION
 DISTANCE. THE DISTANCE MEASURED FROM THE BUILDING FACE
 TO ONE OF THE FOLLOWING:
 A. TO THE CLOSEST INTERIOR LOT LINE.
 B. TO THE CENTERLINE OF A STREET, AN ALLEY OR PUBLIC
 WAY.
 C. TO AN IMAGINARY LINE BETWEEN TWO BUILDINGS ON THE
 LOT; OR
  -PROVIDE PERCENTAGES OF OPENINGS ALLOWED ON EACH LEVEL
 BASED ON TABLE 705.8
  
 16. 705.11 FBC[B] PARAPETS. PARAPETS SHALL BE PROVIDED
 ON EXTERIOR WALLS OF BUILDINGS. EXCEPTIONS: A PARAPET
 NEED NOT BE PROVIDED ON AN EXTERIOR WALL WHERE ANY OF
 THE FOLLOWING CONDITIONS EXIST: (SEE EXCEPTIONS FOR
 705.11)
  -ARE THERE ANY PARAPETS, OR IS ONE OF THE EXCEPTIONS
 IN 705.11 BEING USED? GUARDS WILL BE REVIEWED IN
 BUILDING REVIEW.
  
 17. 505.2 FBC[B] MEZZANINES. A MEZZANINE OR MEZZANINES
 IN COMPLIANCE WITH SECTION 505.2 SHALL BE CONSIDERED A
 PORTION OF THE STORY BELOW. SUCH MEZZANINES SHALL NOT
 CONTRIBUTE TO EITHER THE BUILDING AREA OR NUMBER OF
 STORIES AS REGULATED BY SECTION 503.1. THE AREA OF THE
 MEZZANINE SHALL BE INCLUDED IN DETERMINING THE FIRE
 AREA. THE CLEAR HEIGHT ABOVE AND BELOW THE MEZZANINE
 FLOOR CONSTRUCTION SHALL BE NOT LESS THAN 7 FEET.
  -ARE THERE ANY MEZZANINES IN THE BUILDING?
  
 18. 107.3.5 FBC[AMENDED] THE TWO PREVIOUS COMMENTS ARE
 DUE TO THE FACT THAT THERE ARE NO SECTIONS THAT I CAN
 USE TO FIND VERTICAL INFORMATION. SECTIONS WOULD BE
 EXTREMLY HELPFUL, BUT I REALIZE THAT ARCHITECTURAL
 PLANS ARE BEING SUBMITTED LATER. IF SECTIONS ARE
 AVAILABLE PLEASE UPLOAD THEM FOR THE SECOND REVIEW. IF
 NO SECTIONS ARE PROVIDED FOR THIS REVIEW THERE MAY BE
 FURTHER COMMENTS UNDER THE FULL BUILDING REVIEW.
  
 NOTES:
  
 -COMMENTS ARE BASED ON DRAWINGS SUBMITTED UNDER
 19020102 ONLY. SOME COMMENTS MAY CROSS OVER FROM
 STRUCTURAL AND MAY BE MORE FULL BUILDING REVIEW
 COMMENTS.
 IF THE COMMENT WILL BE ADDRESSED IN BUILDING REVIEW
 PLEASE STATE SUCH IN COMMENT RESPONSE AND THOSE
 COMMENTS WILL BE HELD OVER UNTIL FULL BUILDING REVIEW
 IS PERFORMED.
  
 -PLEASE PROVIDE COMMENT RESPONSE SHEET TO EXPLAIN HOW
 EACH COMMENT IS BEING ADDRESSED.
  
 -COMMENTS ARE A BRIEF OVERVIEW OF CODE SECTIONS.
 FURTHER REVIEW OF THE REFERENCED CODE SECTIONS WILL BE
 REQUIRED.
  
 -ADDITIONAL COMMENTS MAY BE FORTHCOMING PENDING REVIEW
 OF MATERIALS REQUESTED.
  
 CONTACT ME AT 561-805-6718 (M-F 8-5) TO DISCUSS
 COMMENTS, OR E-MAIL ANYTIME [email protected]
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status N Date 2019-02-27 Cont ID  
Sent By jleahy Date 2019-02-27 Time 07:39 Rev Time 0.00
Received By jleahy Date 2019-02-27 Time 07:39 Sent To  
Notes
2019-02-27 07:40:09NO ELECTRIC REVEIWED OR APPROVED JLEAHY
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2019-02-26 Cont ID  
Sent By jleahy Date 2019-02-26 Time 13:29 Rev Time 0.00
Received By jleahy Date 2019-02-26 Time 13:25 Sent To  
Notes
2019-02-26 14:20:15FLORIDA BUILDING CODE 2017 6TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2017 6TH ED
 NFPA 70 2014 EDITION
  
 JAKE LEAHY
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 NO ELECTRIC SHOWN ON THESE DRAWINGS.
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2019-02-28 Cont ID  
Sent By rrossano Date 2019-02-28 Time   Rev Time 0.00
Received By rrossano Date 2019-02-28 Time   Sent To I
Notes
2019-02-28 11:31:29 
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2019-03-22 Cont ID  
Sent By pleduc Date 2019-03-22 Time   Rev Time 0.00
Received By pleduc Date 2019-03-20 Time 10:00 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2019-02-19 Cont ID  
Sent By pleduc Date 2019-02-19 Time   Rev Time 0.00
Received By pleduc Date 2019-02-19 Time 09:45 Sent To  
Notes
2019-02-19 14:58:54THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 PLEASE CONSIDER THE FOLLOWING AS PROVISO:
  
 THESE PROVISO COMMENTS WILL BE VERIFIED AND CONFIRMED
 AT THE TIME OF FIRE INSPECTION. FAILURE TO FOLLOW THESE
 PROVISO COMMENTS WILL RESULT IN A FAILED FIRE
 INSPECTION.
  
  
 1) DUE TO THAT FINAL DESIGN PLANS REMAIN PENDING,
 APPROVAL OF THESE SUBMITTED PLANS DOES NOT CONSTITUTE
 APPROVAL OR FAILURE OF FUTURE PLANS THAT MAY BE IN
 CONFLICT WITH THE FLORIDA FIRE PREVENTION CODE OR OTHER
 APPLICABLE FIRE CODES.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-03-29 Cont ID  
Sent By shill Date 2019-03-29 Time 13:55 Rev Time 0.00
Received By shill Date 2019-03-18 Time 15:55 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2019-02-28 Cont ID  
Sent By shill Date 2019-02-28 Time 15:03 Rev Time 0.00
Received By shill Date 2019-02-05 Time 11:37 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2019-04-30 Cont ID  
Sent By lmarchan Date 2019-04-30 Time 10:18 Rev Time 0.00
Received By lmarchan Date 2019-03-18 Time 12:52 Sent To  
Notes
2019-04-30 10:18:56RECEIPT 2019-0430-175 - $653,532.62 PAID
2019-03-18 12:52:493/18/19 SENT EMAIL TO IMPACT FEE OFFICE
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2019-02-21 Cont ID  
Sent By shill Date 2019-02-21 Time 13:31 Rev Time 0.00
Received By shill Date 2019-02-21 Time 13:31 Sent To  
Notes
2019-02-21 13:31:45IMPACT FEES - DIGITAL SUBMITTALS
  
 PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECTDOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected] .
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status N Date 2019-03-15 Cont ID  
Sent By dbattles Date 2019-03-15 Time 13:14 Rev Time 0.00
Received By dbattles Date 2019-03-15 Time 13:14 Sent To  
Notes
2019-03-15 13:16:28PROVISO:
 ROOF PRODUCT APPROVALS, REVIEWED BY DESIGNER OF RECORD,
 TO BE SUBMITTED WITH ROOF SUB PERMIT APPLICATION.
  
 DYLAN BATTLES
 561-805-6718
 [email protected]
  
 THE CITY OF WEST PALM BEACH
 BUILDING PLANS EXAMINER PX4191
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2019-03-29 Cont ID  
Sent By dbattles Date 2019-03-29 Time 09:09 Rev Time 0.00
Received By dbattles Date 2019-03-25 Time 07:42 Sent To  
Notes
2019-03-29 09:09:11A SHEETS - OK
 S SHEETS - OK
 FA SHEETS - FS SHEETS WILLBE CHECKED IN BUILDING REVIEW
 18100540
  
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2019-02-08 Cont ID  
Sent By dbattles Date 2019-02-08 Time 16:04 Rev Time 0.00
Received By dbattles Date 2019-02-08 Time 07:41 Sent To  
Notes
2019-02-08 16:06:17A SHEETS - OK
 S SHEETS - OK
 FA SHEETS - NOT DIGITALLY SIGNED
 FS SHEETS - NOT DIGITALLY SIGNED
  
 DYLAN BATTLES
 BUILDING PLANS EXAMINER PX4191
 [email protected]
 561-805-6718
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status P Date 2019-02-26 Cont ID  
Sent By dbattles Date 2019-02-26 Time 11:17 Rev Time 0.00
Received By dbattles Date 2019-02-26 Time 11:16 Sent To  
Notes
2019-02-26 11:24:58THIS PROJECT MEETS THE DEFINITION OF A THRESHOLD
 BUILDING. THE FOLLOWING IS REQUIRED PRIOR TO
 COMMENCEMENT.
 STATUS = IN PROGRESS
  
 A. OK - THRESHOLD / SPECIAL INSPECTOR AGREEMENT OF
 UNDERSTANDING
  
 B. OK - PROVIDE RESUMES AND COPIES OF LICENSES FOR ALL
 PROPOSED INSPECTORS. PLEASE INCLUDE AS MANY ADDITIONAL
 INSPECTORS AS POSSIBLE BECAUSE THESE ARE THE ONLY
 PEOPLE THAT THE CHIEF BUILDING INSPECTOR WILL ALLOW TO
 BE ON-SITE. - OK.
  
 C. OK - STATEMENT WAS PROVIDED.
 ALL PLANS ARE TO INCLUDE THE THRESHOLD STATEMENT
 REQUIRED BY FS553.79(7)(D). ?ALL PLANS FOR THE BUILDING
 WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE
 ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT
 THAT, TO THE BEST OF THE ARCHITECT?S OR ENGINEER?S
 KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE
 APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE
 FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN ACCORDANCE WITH THIS CHAPTER 553 AND
 CHAPTER 633.?
  
 D. OK - SHEET S1.003 CONTAINS THRESHOLD NOTES
 THRESHOLD INSPECTION PLAN REQUIRED, FS553.79(5)A).
Review Stop Z ZONING
Rev No 3 Status P Date 2019-03-26 Cont ID  
Sent By aaponte Date 2019-03-26 Time 16:58 Rev Time 0.00
Received By aaponte Date 2019-03-26 Time 16:58 Sent To  
Notes
2019-03-26 16:58:50PROVISO: STRUCTURAL APPROVAL CONDITIONAL TO FINAL SITE
 PLAN APPROVAL. IF SITE PLAN APPROVAL REQURIES CHANGES
 IT IS THE OWNER'S RESPOSIBILITY TO ADJUST THE
 STRUCTURAL PERMIT. SITE PLAN SHALL BE COMPLETED WITHIN
 90 DAYS OF ZONING APPROVAL FOR THIS PERMIT.
Review Stop Z ZONING
Rev No 2 Status P Date 2019-03-12 Cont ID  
Sent By aaponte Date 2019-03-12 Time 11:59 Rev Time 0.00
Received By aaponte Date 2019-03-12 Time 11:58 Sent To  
Notes
2019-03-12 11:59:49PROVISO: STRUCTURAL APPROVAL CONDITIONAL TO FINAL SITE
 PLAN APPROVAL. IF SITE PLAN APPROVAL REQURIES CHANGES
 IT IS THE OWNER'S RESPOSIBILITY TO ADJUST THE
 STRUCTURAL PERMIT. SITE PLAN SHALL BE COMPLETED WITHIN
 90 DAYS OF ZONING APPROVAL FOR THIS PERMIT.
Review Stop Z ZONING
Rev No 1 Status F Date 2019-02-28 Cont ID  
Sent By aaponte Date 2019-02-28 Time 14:50 Rev Time 0.00
Received By aaponte Date 2019-02-28 Time 14:50 Sent To  
Notes
2019-02-28 14:51:19SITE PLAN REVIEW HAS NOT BEEN APPROVED.


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