Plan Review Details - Permit 22010445
Plan Review Stops For Permit 22010445
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2022-02-24 Cont ID  
Sent By rmcdouga Date 2022-02-24 Time 17:07 Rev Time 0.00
Received By rmcdouga Date 2022-02-24 Time 17:07 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2022-02-23 Cont ID  
Sent By rmcdouga Date 2022-02-23 Time 16:04 Rev Time 0.00
Received By rmcdouga Date 2022-02-23 Time 16:04 Sent To  
Notes
2022-02-23 16:29:30****CORRECTIONS****
  
 PLAN
 REVIEW COMMENTS
  
 4TH REVIEW: FBC SEVENTH EDITION (2020)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 FBC = FLORIDA BUILDING CODE, 7TH EDITION (2020)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
  
 BRIGHT BIKE DOCKING STATIONS (MASTER) PLAN REVIEW.
 501 EVERNIA ST.
 STATUS: DENIED
  
 BUILDING/STRUCTURAL REVIEW COMMENTS:
 1) [NOT ADDRESSED. THIS IS STILL AN ISSUE WHEN THE
 INSTALLATION IS ON PAVERS OR ASPHALT.] THERE IS A NOTE
 ON PAGE 2 OF THE CALCULATIONS FOR THE PAVER
 CALCULATIONS WHICH STATES THE CALCULATIONS ARE FOR THE
 DECO BIKE DOCK STANDS TO RESIST HURRICANE WIND LOADS
 AND ALL OTHER ITEMS, BIKES, KIOSK WILL BE REMOVED IN
 THE EVENT OF A HURRICANE. A STORM PREPARATION PLAN WILL
 BE REQUIRED WHICH SPECIFIES THE ITEMS THAT WILL BE
 REMOVED, WHEN THE ITEMS WILL BE REMOVED (AT WHICH TIME
 PRIOR TO THE WIND EVENT), WHO WILL BE RESPONSIBLE FOR
 REMOVING THEM (PROVIDE CONTACT INFORMATION) AND WHERE
 THEY WILL BE STORED. FBC AMENDMENTS 107.2.1
 INFORMATIONAL - SEPARATE PERMITS ALONG WITH A
 SURVEY/SITE PLAN WILL BE REQUIRED FOR EACH LOCATION.
 FBC AMENDMENTS 107.2.5
  
 2) IT APPEARS THAT THERE ARE SOME ISSUES WITH THE
 BRIGHTBIKE SITE PREPARATION LIST.
 - #8 DOCKS ARE TO BE INSTALLED ON A 4" CONCRETE SLAB.
 THIS IS AN EXPOSURE D LOCATION. THE ENGINEERING
 REQUIRES 6" SLABS IN EXPOSURE D.
 - #9 DOCK ARE TO BE INSTALLED ON A 4" CONCRETE SLAB.
 THIS IS EXPOSURE D AND WILL REQUIRE A 6" SLAB.
  
 3) NEW COMMENT. THE BUILDING OFFICIAL INFORMED ME THAT
 THE PERMIT FEES WOULD BE APPLIED TO THE MASTER PERMIT
 RATHER THAN TO EACH PERMIT IN ORDER TO REDUCE THE
 AMOUNT THAT WOULD BE CHARGED IF THEY WERE APPLIED
 SEPARATELY. I DISCUSSED THE STATED VALUE OF $6500.00
 FOR ALL 19 OF THE DOCKING STATIONS AND KIOSKS FOR THIS
 PROJECT WITH THE BUILDING OFFICIAL. THIS EQUATES TO
 $342.10 FOR EACH STATION. WE DO NOT BELIEVE THAT THIS
 IS A TRUE VALUE FOR ALL OF THE MATERIALS, LABOR, DESIGN
 FEES, SITE PREPARATIONS, OVERHEAD AND PROFIT FOR THIS
 SCOPE OF WORK PER FBC AMENDMENTS 109.3. PROVIDE AN
 ACCURATE COST FOR THE ENTIRE PROJECT,
  
 4) PLEASE SUBMIT A RESPONSE LETTER STATING HOW EACH
 REVIEW COMMENT HAS BEEN ADDRESSED.
  
 INFO ONLY - THIS WILL BE INSTALLED AT THE FOLLOWING
 LOCATIONS:
  
 STATION 1 - 22010670
 STATION 2 - 22010671
 STATION 3 - 22010672
 STATION 4 - 22010673
 STATION 5 - 22010674
 STATION 6 - 22010676
 STATION 7 - 22010677
 STATION 8 - 22010678
 STATION 9 - 22010680
 STATION 11 - 22010681
 STATION 12 - 22010683
 STATION 13 - 22010685
 STATION 14 - 22010686
 STATION 16 - 22010687
 STATION 17 - 22010688
 STATION 19 - 22010689
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2022-02-23 Cont ID  
Sent By rmcdouga Date 2022-02-23 Time 07:32 Rev Time 0.00
Received By rmcdouga Date 2022-02-23 Time 07:32 Sent To  
Notes
2022-02-23 07:33:46****CORRECTIONS****
  
 PLAN
 REVIEW COMMENTS
  
 3RD REVIEW: FBC SEVENTH EDITION (2020)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 FBC = FLORIDA BUILDING CODE, 7TH EDITION (2020)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
  
 BRIGHT BIKE DOCKING STATIONS (MASTER) PLAN REVIEW.
 501 EVERNIA ST.
 3RD REVIEW
 STATUS: DENIED
  
 BUILDING/STRUCTURAL REVIEW COMMENTS:
 1) RESOLVED.
 2) RESOLVED.
 3) RESOLVED.
 4) RESOLVED.
 5) [NOT ADDRESSED. THIS IS STILL AN ISSUE WHEN THE
 INSTALLATION IS ON PAVERS OR ASPHALT.] THERE IS A NOTE
 ON PAGE 2 OF THE CALCULATIONS FOR THE PAVER CALULATIONS
 WHICH STATES THE CALCULATIONS ARE FOR THE DECO BIKE
 DOCK STANDS TO RESIST HURRICANE WIND LOADS AND ALL
 OTHER ITEMS, BIKES, KIOSK WILL BE REMOVED IN THE EVENT
 OF A HURRICANE. A STORM PREPARATION PLAN WILL BE
 REQUIRED WHICH SPECIFIES THE ITEMS THAT WILL BE
 REMOVED, WHEN THE ITEMS WILL BE REMOVED (AT WHICH TIME
 PRIOR TO THE WIND EVENT), WHO WILL BE RESPONSIBLE FOR
 REMOVING THEM (PROVIDE CONTACT INFORMATION) AND WHERE
 THEY WILL BE STORED. FBC AMENDMENTS 107.2.1
 6) INFORMATIONAL - SEPARATE PERMITS ALONG WITH A
 SURVEY/SITE PLAN WILL BE REQUIRED FOR EACH LOCATION.
 FBC AMENDMENTS 107.2.5
 7) THE PROPOSED ANCHORING METHOD FOR THE EQUIPMENT IS
 TO BE PROVIDED WITH EACH SEPARATE APPLICATION DEPENDING
 ON THE TYPE OF BASE SUBSTRATE AT THAT LOCATION. FBC
 AMENDMENTS 107.2.1
 8) RESOLVED. A 6" THICK CONCRETE SLAB IS REQUIRED IN
 EXPOSURE D LOCATIONS.
 9) PLEASE SUBMIT A RESPONSE LETTER INDICATING HOW EACH
 OF THE REVIEW COMMENTS HAS BEEN ADDRESSED.
  
 10) NEW COMMENTS: IT APPEARS THAT THERE ARE SOME ISSUES
 WITH THE BRIGHTBIKE SITE PREPARATION LIST.
 - #4 DOCKS ARE TO BE INSTALLED ON ASPHALT (SAME INSTALL
 AS PAVERS) AND THERE IS AN N IN THE STEEL PLATES NEEDED
 COLUMN. THE PLATES ARE REQUIRED.
 - #8 DOCKS ARE TO BE INSTALLED ON 4" CONCRETE SLAB.
 THIS IS AN EXPOSURE D LOCATION. THE ENGINEERING
 REQUIRES 6" SLABS IN EXPOSURE D.
 - #9 DOCK INSTALLATION INFORMATION IS BLANK. THIS IS
 EXPOSURE D AND WILL REQUIRE A 6" SLAB.
 - #13 DOCKS ARE TO BE INSTALLED ON 4" CONCRETE SLAB.
 THIS IS AN EXPOSURE D LOCATION. THE ENGINEERING
 REQUIRES 6" SLABS IN EXPOSURE D.
 - #15 THE FINAL SURFACE INFORMATION IS BLANK.
  
 INFO ONLY - THIS WILL BE INSTALLED AT THE FOLLOWING
 LOCATIONS:
  
 STATION 1 - 22010670
 STATION 2 - 22010671
 STATION 3 - 22010672
 STATION 4 - 22010673
 STATION 5 - 22010674
 STATION 6 - 22010676
 STATION 7 - 22010677
 STATION 8 - 22010678
 STATION 9 - 22010680
 STATION 11 - 22010681
 STATION 12 - 22010683
 STATION 13 - 220100685
 STATION 14 - 22010686
 STATION 16 - 22010687
 STATION 17 - 22010688
 STATION 19 - 22010689
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2022-01-31 Cont ID  
Sent By rmcdouga Date 2022-01-31 Time 09:26 Rev Time 0.00
Received By rmcdouga Date 2022-01-31 Time 09:26 Sent To  
Notes
2022-01-31 09:24:09****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 7TH EDITION (2020)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
  
 BRIGHT BIKE DOCKING STATIONS (MASTER) PLAN REVIEW.
 501 EVERNIA ST.
 2ND REVIEW
 STATUS: DENIED
  
 BUILDING/STRUCTURAL REVIEW COMMENTS:
 1) [NOT RESOLVED.] THE RATIONAL ANALYSIS FOR DECO BIKE
 IS NOT DIGITALLY SIGNED AND SEALED BY THE ENGINEER.
 ELECTRONICALLY SUBMITTED DRAWINGS ARE REQUIRED TO HAVE
 THE ARCHITECT OR ENGINEER'S DIGITAL SIGNATURE ON THEM.
 YOU ALSO HAVE THE OPTION TO SUBMIT THE SIGNED AND
 SEALED PAPER VERSION OF DRAWINGS. AFTER THE ELECTRONIC
 PLANS HAVE BEEN APPROVED, YOU CAN SUBMIT THE
 CORRESPONDING PAPER DRAWINGS AT THE BUILDING DEPARTMENT
 TO BE VERIFIED. THE ARCHITECT OR ENGINEER'S ORIGINAL
 HANDWRITTEN SIGNATURE AND SEAL IS REQUIRED TO BE ON THE
 DRAWINGS. NO PHOTOCOPY OR OTHER FACSIMILES OF THE
 SIGNATURE ARE ACCEPTABLE. FS 481 & 61G1 OR FS 471 &
 61G15
 2) [NOT RESOLVED.] THE WIND LOAD ANALYSIS IS BASED ON
 ASCE 7-10 AND THE PROJECT IS UNDER THE 2020 FBC WHICH
 REFERENCES ASCE 7-16. PLEASE UPDATE. FBC CHAPTER 35
 3) [NOT RESOLVED. SOME OF THESE BIKE DOCKING STATIONS
 ARE LOCED IN EXPOSURE CATEGORY D.] THE EXPOSURE
 CATEGORY SPECIFIED IS C. DUE TO THIS BEING A MASTER
 PLAN, THE LOCATIONS OF ALL DOCKING STATIONS NEED TO BE
 EVALUATED AND THE WORST CASE SHOULD BE TO DETERMINE THE
 WIND LOAD CALCULATIONS. FBC 1609.4.3
 4) [NOT RESOLVED. THE WIND SPEED FOR THIS PROJECT IS
 170 MPH IF USING RISK CATEGORY II PER FBC AMENDMENTS
 120.] THE CALCULATIONS FOR DECO BIKE LLC USES THE WIND
 DESIGN SPEED OF 165 MPH AND EXPOSURE CATEGORY B.
 BECAUSE THIS WILL BE A MASTER PERMIT, THE LOCATIONS OF
 ALL DOCKING STATIONS NEED TO BE EVALUATED AND THE WORST
 CASE WIND SPEED AND EXPOSURE CATEGORY SHOULD BE TO
 DETERMINE THE WIND LOAD CALCULATIONS. FBC 1609.4.3
 5) [NOT ADDRESSED.] THERE IS A NOTE ON PAGE 3 OF THE
 CALCULATIONS WHICH STATES THE CALCULATIONS ARE FOR THE
 DECO BIKE DOCK STANDS TO RESIST HURRICANE WIND LOADS
 AND ALL OTHER ITEMS, BIKES, KIOSK WILL BE REMOVED IN
 THE EVENT OF A HURRICANE. A STORM PREPARATION PLAN WILL
 BE REQUIRED WHICH SPECIFIES THE ITEMS THAT WILL BE
 REMOVED, WHEN THE ITEMS WILL BE REMOVED (AT WHICH TIME
 PRIOR TO THE WIND EVENT), WHO WILL BE RESPONSIBLE FOR
 REMOVING THEM (PROVIDE CONTACT INFORMATION) AND WHERE
 THEY WILL BE STORED. FBC AMENDMENTS 107.2.1
 6) INFORMATIONAL - SEPARATE PERMITS ALONG WITH A
 SURVEY/SITE PLAN WILL BE REQUIRED FOR EACH LOCATION.
 FBC AMENDMENTS 107.2.5
 7) THE PROPOSED ANCHORING METHOD FOR THE EQUIPMENT IS
 TO BE PROVIDED WITH EACH SEPARATE APPLICATION DEPENDING
 ON THE TYPE OF BASE SUBSTRATE AT THAT LOCATION. FBC
 AMENDMENTS 107.2.1
 8) THE DECO BIKE RATIONAL ANALYSIS ENGINEERING IS BASED
 ON A 6" CONCRETE SLAB. MOST OF THE SIDE WALKS AND
 EXISTING SLABS ARE TYPICALLY 4" NOMINAL. MAKE SURE THE
 ENGINEERING MATCHES THE EXISTING CONDITIONS AT THE
 SITE. FBC AMENDMENTS 107.2.1
 9) PLEASE SUBMIT A RESPONSE LETTER INDICATING HOW EACH
 OF THE REVIEW COMMENTS HAS BEEN ADDRESSED.
  
 INFO ONLY - THIS WILL BE INSTALLED AT THE FOLLOWING
 LOCATIONS:
  
 STATION 1 - 22010670
 STATION 2 - 22010671
 STATION 3 - 22010672
 STATION 4 - 22010673
 STATION 5 - 22010674
 STATION 6 - 22010676
 STATION 7 - 22010677
 STATION 8 - 22010678
 STATION 9 - 22010680
 STATION 11 - 22010681
 STATION 12 - 22010683
 STATION 13 - 220100685
 STATION 14 - 22010686
 STATION 16 - 22010687
 STATION 17 - 22010688
 STATION 19 - 22010689
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2022-01-26 Cont ID  
Sent By shill Date 2022-01-26 Time 14:48 Rev Time 0.00
Received By shill Date 2022-01-22 Time 07:23 Sent To  
Notes
2022-01-26 14:52:45****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 7TH EDITION (2020)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
  
 BRIGHT BIKE DOCKING STATIONS (MASTER) PLAN REVIEW.
 501 EVERNIA ST.
 STATUS: DENIED
  
 BUILDING/STRUCTURAL REVIEW COMMENTS:
 1) THE RATIONAL ANALYSIS FOR DECO BIKE IS NOT DIGITALLY
 SIGNED AND SEALED BY THE ENGINEER. ELECTRONICALLY
 SUBMITTED DRAWINGS ARE REQUIRED TO HAVE THE ARCHITECT
 OR ENGINEER'S DIGITAL SIGNATURE ON THEM. YOU ALSO HAVE
 THE OPTION TO SUBMIT THE SIGNED AND SEALED PAPER
 VERSION OF DRAWINGS. AFTER THE ELECTRONIC PLANS HAVE
 BEEN APPROVED, YOU CAN SUBMIT THE CORRESPONDING PAPER
 DRAWINGS AT THE BUILDING DEPARTMENT TO BE VERIFIED. THE
 ARCHITECT OR ENGINEER'S ORIGINAL HANDWRITTEN SIGNATURE
 AND SEAL IS REQUIRED TO BE ON THE DRAWINGS. NO
 PHOTOCOPY OR OTHER FACSIMILES OF THE SIGNATURE ARE
 ACCEPTABLE. FS 481 & 61G1 OR FS 471 & 61G15
 2) THE WIND LOAD ANALYSIS IS BASED ON ASCE 7-10 AND THE
 PROJECT IS UNDER THE 2020 FBC WHICH REFERENCES ASCE
 7-16. PLEASE UPDATE. FBC CHAPTER 35
 3) THE EXPOSURE CATEGORY SPECIFIED IS C. DUE TO THIS
 BEING A MASTER PLAN, THE LOCATIONS OF ALL DOCKING
 STATIONS NEED TO BE EVALUATED AND THE WORST CASE SHOULD
 BE TO DETERMINE THE WIND LOAD CALCULATIONS. FBC
 1609.4.3
 4) THE CALCULATIONS FOR DECO BIKE LLC USES THE WIND
 DESIGN SPEED OF 165 MPH AND EXPOSURE CATEGORY B.
 BECAUSE THIS WILL BE A MASTER PERMIT, THE LOCATIONS OF
 ALL DOCKING STATIONS NEED TO BE EVALUATED AND THE WORST
 CASE WIND SPEED AND EXPOSURE CATEGORY SHOULD BE TO
 DETERMINE THE WIND LOAD CALCULATIONS. FBC 1609.4.3
 5) THERE IS A NOTE ON PAGE 3 OF THE CALCULATIONS WHICH
 STATES THE CALCULATIONS ARE FOR THE DECO BIKE DOCK
 STANDS TO RESIST HURRICANE WIND LOADS AND ALL OTHER
 ITEMS, BIKES, KIOSK WILL BE REMOVED IN THE EVENT OF A
 HURRICANE. A STORM PREPARATION PLAN WILL BE REQUIRED
 WHICH SPECIFIES THE ITEMS THAT WILL BE REMOVED, WHEN
 THE ITEMS WILL BE REMOVED (AT WHICH TIME PRIOR TO THE
 WIND EVENT), WHO WILL BE RESPONSIBLE FOR REMOVING THEM
 (PROVIDE CONTACT INFORMATION) AND WHERE THEY WILL BE
 STORED. FBC AMENDMENTS 107.2.1
 6) INFORMATIONAL - SEPARATE PERMITS ALONG WITH A
 SURVEY/SITE PLAN WILL BE REQUIRED FOR EACH LOCATION.
 FBC AMENDMENTS 107.2.5
 7) THE PROPOSED ANCHORING METHOD FOR THE EQUIPMENT IS
 TO BE PROVIDED WITH EACH SEPARATE APPLICATION DEPENDING
 ON THE TYPE OF BASE SUBSTRATE AT THAT LOCATION. FBC
 AMENDMENTS 107.2.1
 8) THE DECO BIKE RATIONAL ANALYSIS ENGINEERING IS BASED
 ON A 6? CONCRETE SLAB. MOST OF THE SIDE WALKS AND
 EXISTING SLABS ARE TYPICALLY 4?. MAKE SURE THE
 ENGINEERING MATCHES THE EXISTING CONDITIONS AT THE
 SITE. FBC AMENDMENTS 107.2.1
 9) PLEASE SUBMIT A RESPONSE LETTER INDICATING HOW EACH
 OF THE REVIEW COMMENTS HAS BEEN ADDRESSED.
  
 INFO ONLY - THIS WILL BE INSTALLED AT THE FOLLOWING
 LOCATIONS:
  
 STATION 1 - 22010670
 STATION 2 - 22010671
 STATION 3 - 22010672
 STATION 4 - 22010673
 STATION 5 - 22010674
 STATION 6 - 22010676
 STATION 7 - 22010677
 STATION 8 - 22010678
 STATION 9 - 22010680
 STATION 11 - 22010681
 STATION 12 - 22010683
 STATION 13 - 220100685
 STATION 14 - 22010686
 STATION 16 - 22010687
 STATION 17 - 22010688
 STATION 19 - 22010689
  
  
Review Stop E ELECTRICAL
Rev No 1 Status N Date 2022-01-26 Cont ID  
Sent By jleahy Date 2022-01-26 Time 15:34 Rev Time 0.00
Received By jleahy Date 2022-01-26 Time 15:32 Sent To  
Notes
2022-01-26 15:34:1312 VOLTS DOES NOT MEET CODE REQUIREMENTS FOR PERMITTING
 FOR STAND ALONE SOLAR SYSTEM 690.10 JLEAHY
Review Stop ENG ENGINEERING CSD
Rev No 1 Status N Date 2022-01-31 Cont ID  
Sent By shill Date 2022-01-31 Time 07:22 Rev Time 0.00
Received By shill Date 2022-01-31 Time 07:22 Sent To  
Notes
2022-01-31 07:23:06REVIEWED & PASSED UNDER THE SEPARATE PERMITS
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2022-01-24 Cont ID  
Sent By   Date 2022-01-24 Time   Rev Time 0.00
Received By jcclark Date 2022-01-24 Time 13:07 Sent To  
Notes
2022-01-24 13:11:55PER CITY CODES, ALL WORK IS SUBJECT TO FIELD
 INSPECTIONS AND APPROVAL.
 JOSEPH CLARK
 OFFICE OF THE FIRE MARSHAL
 561-804-4748
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-02-24 Cont ID  
Sent By rmcdouga Date 2022-02-23 Time 17:16 Rev Time 0.00
Received By rmcdouga Date 2022-02-23 Time 06:39 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-02-10 Cont ID  
Sent By lmarchan Date 2022-02-10 Time 09:31 Rev Time 0.00
Received By lmarchan Date 2022-01-21 Time 09:54 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2022-02-23 Cont ID  
Sent By rmcdouga Date 2022-02-23 Time 07:33 Rev Time 0.00
Received By rmcdouga Date 2022-02-23 Time 07:33 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2022-01-26 Cont ID  
Sent By shill Date 2022-01-26 Time 16:02 Rev Time 0.00
Received By shill Date 2022-01-26 Time 16:02 Sent To  
Notes
2022-01-26 16:03:37****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FS471, DOCUMENTS PREPARED BY AN ENGINEER AND SUBMITTED
 FOR PUBLIC RECORD ARE TO BE SIGNED, SEALED, DATED
 ORIGINALS. PLEASE EITHER UPLOAD DIGITALLY SIGNED
 ORIGINALS OR, AFTER ALL REVIEWS HAVE PASSED, SUBMIT A
 PAPER ORIGINAL TO THE BUILDING DIVISION.
  
Review Stop Z ZONING
Rev No 1 Status N Date 2022-02-23 Cont ID  
Sent By aaponte Date 2022-02-23 Time 17:14 Rev Time 0.00
Received By rmcdouga Date   Time   Sent To  
Notes
2022-02-23 17:16:42THE SITE LOCATIONS FOR EACH DOCKING STATION WILL BE
 REVIEWED UNDER SEPARATE PERMITS FOR EACH ONE.


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