Plan Review Details - Permit 20121386
Plan Review Stops For Permit 20121386
Review Stop AD ADDRESSING
Rev No 1 Status P Date 2021-01-04 Cont ID  
Sent By cpuell Date 2021-01-04 Time 12:06 Rev Time 0.00
Received By cpuell Date 2021-01-04 Time 12:06 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2023-03-21 Cont ID  
Sent By rmcphers Date 2023-03-21 Time 15:47 Rev Time 0.00
Received By rmcphers Date 2023-03-21 Time 15:47 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2022-07-19 Cont ID  
Sent By rmcphers Date 2022-07-19 Time 14:50 Rev Time 0.00
Received By rmcphers Date 2022-07-19 Time 14:50 Sent To  
Notes
2022-07-19 15:04:32NEW SFR
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) DRAWING S.P. NEEDS TO BE SIGNED AND SEALED BY THE
 ENGINEER SHOWN ON THE DRAWING. FBC WPB 107.1
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2021-06-21 Cont ID  
Sent By rmcphers Date 2021-06-21 Time 12:18 Rev Time 0.00
Received By rmcphers Date 2021-06-21 Time 12:18 Sent To  
Notes
2021-06-21 12:20:06NEW SFR
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2017 FBC WITH WPB CHAPTER 1
 AMENDMENTS
  
 CORRECTIONS NEEDED -
 1) PLEASE PROVIDE A SURVEY/SITE PLAN SHOWING THE
 FOLLOWING INFORMATION 107.2.5 SITE PLAN. THE
 CONSTRUCTION DOCUMENTS SUBMITTED WITH THE APPLICATION
 FOR PERMIT SHALL BE ACCOMPANIED BY A SITE PLAN SHOWING
 TO SCALE THE SIZE AND LOCATION OF NEW CONSTRUCTION AND
 EXISTING STRUCTURES ON THE SITE, DISTANCES FROM LOT
 LINES, THE ESTABLISHED STREET GRADES AND THE PROPOSED
 FINISHED GRADES, DEPICTING THE PROPOSED LOT DRAINAGE
 AND, AS APPLICABLE, FLOOD HAZARD AREAS, FLOODWAYS, AND
 DESIGN FLOOD ELEVATIONS; AND IT SHALL BE DRAWN IN
 ACCORDANCE WITH AN ACCURATE AND INCLUDED ON A BOUNDARY
 LINE SURVEY. (PLEASE PROVIDE CUT SECTIONS FOR ANY
 PROPOSED WATER RETAINING SWALES)
 ***********************************
 ************************************
 VALUE ADJUSTED FROM $105,000 TO $184,208 PER THE ICC
 BUILDING VALUATION TABLES. TYPE IIIB CONSTRUCTION.
 UNDER AIR - 1324SF X $136.62 = $180,885, COVERED - 55SF
 X $60.42 = $3,323. TOTAL CALCULATED VALUE IS $184,208.
 CT
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2021-01-13 Cont ID  
Sent By rmcphers Date 2021-01-13 Time 12:34 Rev Time 0.00
Received By rmcphers Date 2021-01-13 Time 10:41 Sent To  
Notes
2021-01-13 12:33:08SFR ADDITION
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2017 FBC WITH WPB CHAPTER 1
 AMENDMENTS
  
 CORRECTIONS NEEDED - FBC WPB AMENDMENTS 107
 1) PLEASE PROVIDE THE MIAMI DADE OR FLORIDA STATE FRONT
 PAGES OF THE PRODUCT APPROVAL FOR THE FRONT DOOR.
 (INSTALLATION INSTRUCTIONS HAVE BEEN PROVIDED)
 2) PLEASE SHOW THE ATTIC ACCESS LOCATION AND OPENING
 SIZE TO COMPLY WITH FBC R807
 3) BEDROOM WINDOWS SHOWN ON DRAWING A.1 SHOWS WINDOW
 TYPE AS "CASEMENT" PRODUCT APPROVALS PROVIDED ARE FOR
 SINGLEHUNG WINDOWS - AT THE SIZE INDICATED ON THE
 WINDOW SCHEDULE THE SINGLEHUNG WINDOWS DO NOT MEET THE
 MINIMUM OPENING SIZE FOR EMERGENCY EGRESS FBC R310.2.1
 MINIMUM OPENING AREA. "GRADE FLOOR OR BELOW GRADE
 OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS
 THAN 5 SQUARE FEET"
 4) PLEASE PROVIDE A SURVEY/SITE PLAN SHOWING THE
 FOLLOWING INFORMATION 107.2.5 SITE PLAN. THE
 CONSTRUCTION DOCUMENTS SUBMITTED WITH THE APPLICATION
 FOR PERMIT SHALL BE ACCOMPANIED BY A SITE PLAN SHOWING
 TO SCALE THE SIZE AND LOCATION OF NEW CONSTRUCTION AND
 EXISTING STRUCTURES ON THE SITE, DISTANCES FROM LOT
 LINES, THE ESTABLISHED STREET GRADES AND THE PROPOSED
 FINISHED GRADES, DEPICTING THE PROPOSED LOT DRAINAGE
 AND, AS APPLICABLE, FLOOD HAZARD AREAS, FLOODWAYS, AND
 DESIGN FLOOD ELEVATIONS; AND IT SHALL BE DRAWN IN
 ACCORDANCE WITH AN ACCURATE AND INCLUDED ON A BOUNDARY
 LINE SURVEY. (PLEASE PROVIDE CUT SECTIONS FOR ANY
 PROPOSED WATER RETAINING SWALES)
 ***********************************
 ************************************
2021-01-12 10:17:43VALUE ADJUSTED FROM $105,000 TO $184,208 PER THE ICC
 BUILDING VALUATION TABLES. TYPE IIIB CONSTRUCTION.
 UNDER AIR - 1324SF X $136.62 = $180,885, COVERED - 55SF
 X $60.42 = $3,323. TOTAL CALCULATED VALUE IS $184,208.
 CT
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2021-06-16 Cont ID  
Sent By cthroop Date 2021-06-16 Time 10:20 Rev Time 0.00
Received By cthroop Date 2021-06-16 Time 09:54 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2021-01-12 Cont ID  
Sent By cthroop Date 2021-01-12 Time 10:57 Rev Time 0.00
Received By cthroop Date 2021-01-12 Time 09:30 Sent To  
Notes
2021-01-12 10:58:36PLAN REVIEW / ELECTRICAL
  
 CHRISTOPHER S. THROOP, C.B.O.
 PLANS EXAMINER BUILDING - PX3169
 PLANS EXAMINER 1&2 FAMILY - SFP306
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 CODES IN EFFECT:
 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
 2014 NEC
  
 1ST REVIEW
  
 RESULTS: DENIED
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 1. PROVIDE ACTUAL TRANSFORMER SECONDARY FAULT CURRENT
 FROM UTILITY.
  
 AIC RATING OF SERVICE DISCONNECT AND PANEL
  
 PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH
 PANEL INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
 SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE.
 NEC 110.9, 110.10; FBC RE E3404.2 & FBC RE E3606.3
  
 FBC R E3606.3AVAILABLE SHORT-CIRCUIT CURRENT.
 SERVICE EQUIPMENT SHALL BE SUITABLE FOR THE MAXIMUM
 FAULT CURRENT AVAILABLE AT ITS SUPPLY TERMINALS, BUT
 NOT LESS THAN 10,000 AMPERES. (110.9)
  
 2. OUTLETS MISSING AT KITCHEN COUNTER.
 E3901.4 COUNTERTOP RECEPTACLES.
 IN KITCHENS PANTRIES, BREAKFAST ROOMS, DINING ROOMS AND
 SIMILAR AREAS OF DWELLING UNITS, RECEPTACLE OUTLETS FOR
 COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE WITH
 SECTIONS E3901.4.1 THROUGH E3901.4.5 (SEE FIGURE
 E3901.4). [210.52(C)]
 E3901.4.1 WALL COUNTERTOP SPACE.
 A RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH WALL
 COUNTERTOP SPACE 12 INCHES (305 MM) OR WIDER.
 RECEPTACLE OUTLETS SHALL BE INSTALLED SO THAT NO POINT
 ALONG THE WALL LINE IS MORE THAN 24 INCHES (610 MM),
 MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET IN THAT
 SPACE. [210.52(C)(1)]
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
  
  
Review Stop E-LOWVOLT ELECTRICAL LOW VOLTAGE
Rev No 1 Status N Date 2021-01-12 Cont ID  
Sent By cthroop Date 2021-01-12 Time 10:22 Rev Time 0.00
Received By cthroop Date 2021-01-12 Time 10:22 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status N Date 2022-07-18 Cont ID  
Sent By rrossano Date 2022-07-18 Time   Rev Time 0.00
Received By rrossano Date 2022-07-18 Time   Sent To  
Notes
***NONE***
Review Stop HIST HISTORICAL
Rev No 4 Status F Date 2023-04-12 Cont ID  
Sent By fmittner Date 2023-04-12 Time 15:00 Rev Time 0.00
Received By fmittner Date 2023-04-12 Time 15:00 Sent To  
Notes
2023-04-12 15:01:17PLEASE ADDRESS COMMENTS FROM LAST REVIEW
Review Stop HIST HISTORICAL
Rev No 3 Status F Date 2022-07-20 Cont ID  
Sent By amhamilt Date 2022-07-20 Time 15:12 Rev Time 0.00
Received By amhamilt Date 2022-07-20 Time 15:12 Sent To  
Notes
2022-07-20 15:17:23THE PERMIT HAS FAILED FOR THE FOLLOWING REASON(S)
  
 ELEVATIONS SHOW ALUMINUM OR WOOD RAILING BY OTHERS,
 HOWEVER, UPLOADED PRODUCT APPROVAL IS FOR VINYL RAILING
 WHICH IS NOT PERMITTED. PLEASE REVISE.
  
 PLEASE UPDATE WINDOW AND DOOR SCHEDULE TO INDICATE
 GLASS COLOR (SHOULD BE CLEAR, WITH LOW E COATING
 PERMISSIBLE ON SIDES AND REAR) AND GRID PROFILE (SHOULD
 BE EXTERNAL DIMENSIONAL WITH OGEE OR PYRAMID PROFILE)
  
 ANNE HAMILTON
 HISTORIC PRESERVATION PLANNER
 [email protected]
 561.822.1428
  
Review Stop HIST HISTORICAL
Rev No 2 Status F Date 2021-06-15 Cont ID  
Sent By aborngra Date 2021-06-15 Time 14:30 Rev Time 0.00
Received By aborngra Date 2021-06-15 Time 14:05 Sent To  
Notes
2021-06-15 14:30:12THE PERMIT HAS FAILED FOR THE FOLLOWING REASON(S):
 1. SEPARATE PERMIT REQUIRED FOR FENCE/WALL, AWNINGS,
 GENERATOR, MECHANICAL/AC/POOL EQUIPMENT, IRRIGATION,
 LANDSCAPING, DRIVEWAY, WALKWAYS. PLEASE ACKNOWLEDGE
 THIS.
 2. PROVIDE PRODUCT APPROVAL FOR SIDING.
 3. PROVIDE SURVEY AND SITE PLAN. THE SITE PLAN MUST
 INDICATE THE PROPOSED SETBACKS OF THE STRUCTURE.
 4. INDICATE HOW THE STRUCTURE WITH THIS PERMIT OR OTHER
 SUB PERMITS WILL COMPLY WITH THE GREEN MEASURES THAT
 ARE REQUIRED BY THE HISTORIC PRESERVATION BOARD
 APPROVAL.
 5. SUBMIT A LANDSCAPING PERMIT. A PERMIT NUMBER MUST BE
 PAID FOR AND A NUMBER GENERATED FOR ZONING REVIEW TO
 PASS.
 6. PROVIDE THE ORDER QUOTE DETAIL FOR WINDOWS. THE
 GLASS IN THE FRONT SHOULD BE CLEAR ONLY. THE GLASS IN
 THE SIDE AND REAR SHOULD BE CLEAR OR CLEAR WITH LOW-E.
 NO TINTED GLASS. OBSCURED TEXTURED GLASS OR ?RAINDROP?
 GLASS IS ACCEPTABLE FOR A NON-STREET FACING BATHROOM.
  
 AARON BORNGRABER, AICP
 HISTORIC PRESERVATION PLANNER | DEVELOPMENT SERVICES
 PLANNING DIVISION
 [email protected] | OFFICE: 561.822.1428 | TTY:
 800.955.8771
 401 CLEMATIS STREET | P.O BOX 3147 | WEST PALM BEACH,
 FL 33402
  
Review Stop HIST HISTORICAL
Rev No 1 Status F Date 2021-01-05 Cont ID  
Sent By aborngra Date 2021-01-05 Time 15:07 Rev Time 0.00
Received By aborngra Date 2021-01-05 Time 15:07 Sent To  
Notes
2021-01-05 15:07:46THE PERMIT HAS FAILED:
 NEW CONSTRUCTION WITHIN A HISTORIC DISTRICT REQUIRES A
 COMPLETED CERTIFICATE OF APPROPRIATENESS APPLICATION
 AND HISTORIC PRESERVATION BOARD APPROVAL. AN
 APPLICATION HAS BEEN SUBMITTED FOR THREE VARIANCES
 (SIDE SETBACK (EACH) AND CUMULATIVE SIDE SETBACK) AND
 FOR NEW CONSTRUCTION. THE CASE WILL BE HEARD ON JANUARY
 26, 2021 AT 5:00 PM. THE CASE NUMBER IS HPB 21-06.
  
 AARON BORNGRABER
 HISTORIC PRESERVATION PLANNER | DEVELOPMENT SERVICES
 PLANNING DIVISION
 [email protected] | OFFICE: 561.822.1428 | TTY:
 800.955.8771
 401 CLEMATIS STREET | P.O BOX 3147 | WEST PALM BEACH,
 FL 33402
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2023-04-13 Cont ID  
Sent By aoliver Date 2023-04-13 Time 08:50 Rev Time 0.00
Received By aoliver Date 2023-03-17 Time 16:26 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2022-07-21 Cont ID  
Sent By aoliver Date 2022-07-21 Time 08:42 Rev Time 0.00
Received By aoliver Date 2022-07-08 Time 08:36 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2021-06-21 Cont ID  
Sent By rmcphers Date 2021-06-21 Time 12:20 Rev Time 0.00
Received By rmcphers Date 2021-06-02 Time 10:08 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2021-01-13 Cont ID  
Sent By rmcphers Date 2021-01-13 Time 12:42 Rev Time 0.00
Received By rmcphers Date 2020-12-31 Time 11:20 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2021-01-13 Cont ID  
Sent By rmcphers Date 2021-01-13 Time 12:41 Rev Time 0.00
Received By rmcphers Date 2021-01-13 Time 12:40 Sent To  
Notes
2021-01-13 12:42:08PLANS 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 M MECHANICAL (A/C)
Rev No 2 Status P Date 2021-06-14 Cont ID  
Sent By medwards Date 2021-06-14 Time 12:14 Rev Time 0.00
Received By medwards Date 2021-06-14 Time 12:13 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2021-01-11 Cont ID  
Sent By medwards Date 2021-01-11 Time 08:32 Rev Time 0.00
Received By medwards Date 2021-01-11 Time 07:37 Sent To  
Notes
2021-01-11 08:32:191ST REVIEW FBC-2020 MECHANICAL
 PERMIT-20121386
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2020
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2020
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2020
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2020
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2020
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE SIXTH
 EDITION 2020
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2020
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PLEASE SHOW THE RETURN AIR PATH FROM THE BEDROOMS TO
 THE AHU. FBC RES M1602.3
  
  
 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 OLD
 SHEETS FROM THE PLAN SETS, BIND THEM TOGETHER
 SEPARATELY AND MARK VOID OR OLD ON THEM. PLEASE RETAIN
 THEM FOR REFERENCE WITH THE NEW SUBMITTED PLANS. THIS
 PROCESS WILL ALSO APPLY TO ANY DOCUMENTS SUCH AS
 PRODUCT APPROVALS OR CALCULATIONS BEING REPLACED OR
 UPDATED.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2021-06-08 Cont ID  
Sent By abelisle Date 2021-06-08 Time 19:19 Rev Time 0.00
Received By abelisle Date 2021-06-08 Time 19:19 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2021-01-06 Cont ID  
Sent By lcrespo Date 2021-01-06 Time 08:02 Rev Time 0.00
Received By lcrespo Date 2021-01-06 Time 07:00 Sent To  
Notes
2021-01-06 08:03:1401/06/20 2ND GAS REVIEW**DENIED** WITH COMMENTS
  
 NOTE - A COMPREHENSIVE REVIEW COULD NOT BE DONE AT THIS
 TIME, AND ADDITIONAL PLAN REVIEW COMMENTS MAY BE
 GENERATED UPON THE RE-REVIEW OF SUBMITTED CORRECTIONS.
  
 1. ON SHEET P-1, BOTH BATHROOMS ARE ON THE MAIN TRUNK
 LINE, AND THEY NEED TO BE BRANCHED OFF FROM THE TRUNK
 LINE AND VENTED AS A WET VENT SYSTEM. THIS WILL HAVE
 THE WASHING MACHINE ON THE TRUNK LINE AFTER THE LAST
 BATHROOM GROUP PER THE 2017 FBC SEC. R P3108.1
 HORIZONTAL WET VENT PERMITTED.
  
 WHEN RESUBMITTING PLANS, PLEASE INDICATE THE REVISION &
 REMOVE ANY VOIDED SHEETS & REPLACE ANY NECESSARY PAGES.
 A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 HTTPS://CODES.ICCSAFE.ORG/CODES/FLORIDA
  
 LUIS A. CRESPO
 PLUMBING PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2021-06-21 Cont ID  
Sent By rmcphers Date 2021-06-21 Time 12:20 Rev Time 0.00
Received By rmcphers Date 2021-06-21 Time 12:20 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status P Date 2021-01-13 Cont ID  
Sent By rmcphers Date 2021-01-13 Time 12:40 Rev Time 0.00
Received By rmcphers Date 2021-01-13 Time 12:40 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2023-03-21 Cont ID  
Sent By rmcphers Date 2023-03-21 Time 15:48 Rev Time 0.00
Received By rmcphers Date 2023-03-21 Time 15:48 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status F Date 2022-07-19 Cont ID  
Sent By rmcphers Date 2022-07-19 Time 15:00 Rev Time 0.00
Received By rmcphers Date 2022-07-19 Time 15:00 Sent To  
Notes
2022-07-19 15:02:30SIGNATURE REVIEW
  
 CORRECTIONS NEEDED -
  
 1) DRAWING S.P. DOES NOT SHOW AS DIGITALLY SIGNED IN
 ADOBE READER -
  
 SIGNED AND SEALED DRAWINGS IN PROJECTDOX NEED TO BE
 DIGITALLY/ELECTRONICALLY SIGNED TO BE USED IN
 ELECTRONIC PLAN REVIEW. (A CERTIFICATE-BASED DIGITAL
 SIGNATURE (OFTEN JUST CALLED A DIGITAL SIGNATURE) IS A
 SPECIFIC TYPE OF E-SIGNATURE).
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2021-06-02 Cont ID  
Sent By medwards Date 2021-06-02 Time 16:36 Rev Time 0.00
Received By medwards Date 2021-06-02 Time 16:36 Sent To  
Notes
2021-06-02 16:37:02ORIGINAL SIGNED AND SEALED PAPER DRAWINGS ROUTED TO
 STORAGE. ME
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2021-01-12 Cont ID  
Sent By medwards Date 2021-01-12 Time 11:31 Rev Time 0.00
Received By medwards Date 2020-12-31 Time 15:50 Sent To  
Notes
2020-12-31 15:50:48ORIGINAL SIGNED AND SEALED DOCUMENTS ROUTED TO STORAGE.
 ME
Review Stop Z ZONING
Rev No 4 Status F Date 2023-04-12 Cont ID  
Sent By fmittner Date 2023-04-12 Time 15:01 Rev Time 0.00
Received By fmittner Date 2023-04-12 Time 15:01 Sent To  
Notes
2023-04-12 15:01:39PLEASE ADDRESS COMMENTS FORM LAST REVIEW
Review Stop Z ZONING
Rev No 3 Status F Date 2022-07-20 Cont ID  
Sent By ckimmerl Date 2022-07-20 Time 15:15 Rev Time 0.00
Received By ckimmerl Date 2022-07-20 Time 15:01 Sent To  
Notes
2022-07-20 15:15:151. PLEASE PROVIDE A FULLY-DIMENSIONED SITE PLAN.
 - SHOW PROPERTY LINES, SETBACKS, PORCH/STRUCTURE,
 LANDSCAPE ELEMENTS, AND FENCE DETAILS.
  
 2. PLEASE CLARIFY HOW THE PROPERTY IS PARKED. HOW DOES
 IT MEET THE REQUIRED 1 SPACE PER UNIT MINIMUM. IF THE
 INTENTION IS TO UTILIZE ON-STREET PARKING, PLEASE
 PROVIDE APPROVAL FROM CITY PARKING ADMIN AND CITY
 TRAFFIC ENGINEER.
  
 3. PLEASE CLARIFY CONDITIONS OF THE FENCE AND DETAILS.
 FENCE IS SHOWN TO EXTEND OUTSIDE OF THE PROPERTY LINE
 AND ACROSS/INTO ADJACENT LOTS.
  
 4. FENCE WILL REQUIRE A SEPARATE PERMIT. HEIGHT LIMITED
 TO 4FT. WITHIN FRONT SETBACK, SIDE AND REAR FENCE
 HEIGHT LIMITED TO 6FT..
  
  
Review Stop Z ZONING
Rev No 2 Status F Date 2021-06-15 Cont ID  
Sent By aborngra Date 2021-06-15 Time 14:30 Rev Time 0.00
Received By aborngra Date 2021-06-15 Time 14:30 Sent To  
Notes
2021-06-15 14:30:29THE PERMIT HAS FAILED FOR THE FOLLOWING REASON(S):
 1. SEPARATE PERMIT REQUIRED FOR FENCE/WALL, AWNINGS,
 GENERATOR, MECHANICAL/AC/POOL EQUIPMENT, IRRIGATION,
 LANDSCAPING, DRIVEWAY, WALKWAYS. PLEASE ACKNOWLEDGE
 THIS.
 2. PROVIDE PRODUCT APPROVAL FOR SIDING.
 3. PROVIDE SURVEY AND SITE PLAN. THE SITE PLAN MUST
 INDICATE THE PROPOSED SETBACKS OF THE STRUCTURE.
 4. INDICATE HOW THE STRUCTURE WITH THIS PERMIT OR OTHER
 SUB PERMITS WILL COMPLY WITH THE GREEN MEASURES THAT
 ARE REQUIRED BY THE HISTORIC PRESERVATION BOARD
 APPROVAL.
 5. SUBMIT A LANDSCAPING PERMIT. A PERMIT NUMBER MUST BE
 PAID FOR AND A NUMBER GENERATED FOR ZONING REVIEW TO
 PASS.
 6. PROVIDE THE ORDER QUOTE DETAIL FOR WINDOWS. THE
 GLASS IN THE FRONT SHOULD BE CLEAR ONLY. THE GLASS IN
 THE SIDE AND REAR SHOULD BE CLEAR OR CLEAR WITH LOW-E.
 NO TINTED GLASS. OBSCURED TEXTURED GLASS OR ?RAINDROP?
 GLASS IS ACCEPTABLE FOR A NON-STREET FACING BATHROOM.
  
 AARON BORNGRABER, AICP
 HISTORIC PRESERVATION PLANNER | DEVELOPMENT SERVICES
 PLANNING DIVISION
 [email protected] | OFFICE: 561.822.1428 | TTY:
 800.955.8771
 401 CLEMATIS STREET | P.O BOX 3147 | WEST PALM BEACH,
 FL 33402
  
Review Stop Z ZONING
Rev No 1 Status F Date 2021-01-06 Cont ID  
Sent By elevesqu Date 2021-01-06 Time 11:18 Rev Time 0.00
Received By elevesqu Date 2021-01-06 Time 11:18 Sent To  
Notes
2021-01-06 11:18:00PLEASE SEE HISTORIC COMMENTS - HPB APPROVAL REQUIRED
 BEFORE PERMIT APPROVAL
  
 PLEASE SUBMIT SURVEY
  
 PLEASE SUBMIT SITE PLAN INDICATING ALL PROPOSED CHANGES
 INCLUDING PROPOSED DRIVEWAY
 SEE SECTION 94-482 FOR PARKING REQUIREMENTS FOR LESS
 THAN THREE RESIDENTIAL DWELLING UNITS INCLUDING MINUMUM
 LANDSCAPE REQUIREMENT OF 1,000 SF OR 75 PERCENT OF
 FRONT YARD AREA (WHICHEVER IS LESS)
  
 A SEPARATE LANDSCAPE PERMIT AND IRRIGATION PERMIT WILL
 BE REQUIRED, TO BE REVIEWED BY RAY CARANCI, SENIOR
 LANDSCAPE PLANNER. PLEASE SEE SECTION 94-113(E),
 SECTION 94-482 AND ARTICLE XIV FOR LANDSCAPE
 REQUIREMENTS FOR SINGLE FAMILY RESIDENCES IN THE
 NORTHWEST NEIGHBORHOOD
  
 LIZ LEVESQUE, URBAN DESIGN PLANNER
 561 822 1426
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