Plan Review Details - Permit 15020573
Plan Review Stops For Permit 15020573
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date   Cont ID  
Sent By   Date   Time 17:44 Rev Time 0.00
Received By   Date 2015-09-30 Time 16:58 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2015-05-05 Cont ID  
Sent By skennedy Date 2015-05-05 Time 14:23 Rev Time 0.00
Received By skennedy Date   Time   Sent To  
Notes
2015-05-05 14:24:33APPLICANT ADVISES HE WILL RE-SUBMIT.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-02-24 Cont ID  
Sent By shill Date 2015-02-24 Time 07:31 Rev Time  
Received By jwitmer Date 2015-02-24 Time 06:30 Sent To  
Notes
2015-02-26 06:41:42BUILDING PLAN REVIEW
 PERMIT: 15020573
 ADD: 1801 PRESIDENTIAL WAY # D-203
 CONT: AGAPAO INC
 TEL: (561) 845-2442
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 IMPORTANT NOTICE: EFFECTIVE MAY 11, 2015
 ALL PERMIT APPLICATION PLAN REVIEWS WILL BE PERFORMED
 ELECTRONICALLY
 UPON APPLICATION AND FEE PAYMENT DESIGN DOCUMENTS
 SUBMISSION OPTIONS ARE AS FOLLOWS:
 1 UPLOAD VIA THE PROJECTDOX PORTAL WITH DIGITAL
 SIGNATURES OF DESIGN PROFESSIONALS AS APPLICABLE; USE
 THE REQUIRED NAMING CONVENTION FOR EACH DOCUMENT
 2 INCLUDE ON A CD IF DESIGN PROFESSIONAL DIGITAL
 SIGNATURES ARE PROVIDED AS REQUIRED; USE THE REQUIRED
 NAMING CONVENTION FOR EACH DOCUMENT
 3 INCLUDE ON A CD WITH ONE SET OF TRADITIONAL PAPER
 DESIGN DOCUMENTS SIGNED AND SEALED AS REQUIRED; USE THE
 REQUIRED NAMING CONVENTION FOR EACH DOCUMENT
 4 ONE SET OF TRADITIONAL PAPER DESIGN DOCUMENTS SUBJECT
 TO ADMINISTRATIVE FEES TO DIGITIZE THE DOCUMENTS
 ADDITIONAL INFORMATION WILL BE PROVIDED WHEN IT BECOMES
 AVAILABLE
  
 1ST REVIEW
 DATE: THURS. FEB. 26/ 2015
 ACTION: DENIED
  
 1) THE DESIGNER OF RECORD NEEDS TO TAKE RESPOSIBILITY
 FOR THE PLANS THEY DREW. NOTE, THE DESIGNER/ QUALIFIER
 HAS TO BE LICENSED IN THE TRADE THEY ARE LICENSED IN, A
 CBC UNLESS LICENSED AS A ELECTRICAL CONTRACTOR CAN NOT
 DRAW ELECTRICAL PLANS. FL S 489, EXEMPTIONS TO FS 471 &
 481. THEY NEED TO PRINT THEIR NAME, SIGN THEIR NAME AND
 PRINT THEIR LICENSE NUMER ON THE PLANS THEY DESIGNED.
  
 2) THE PROPOSED NEW LIVING SPACE WITH THE GLASS PANELS
 BEING MOVED TO THE EDGE OF THE BALCONY DOES NOT PROVIDE
 THE WIND DESIGN CRITERIA, WIND SPEED, MEAN ROOF HEIGHT
 NOR EXPOSURE.
 2010 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN-
 CHAPTER 6 OF ASCE 7-10.
 1609.3 BASIC WIND SPEED FIGURE 1609.A-C
 1609.3 WIND SPEED CONVERSION
 2.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.3.1 & ASCE 7-10
  
 2.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.
  
 2.3.AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4 & ASCE 7-10
  
 2.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.
  
 2.5) COMPONENTS & CLADDING PRESSURES POSITVE & NEGATIVE
 TABLE 1609.2(2) .
  
 3) NO PRODUCT APPROVALS WERE SUBMITTED FOR THE NEW
 GLAZED AREA, THE PLANS INDICATE GLASS PANELS, ARE THESE
 SLIDING GLASS DOORS, STOREFRONT, PLEASE PROVIDE IF THEY
 ARE IMPACT RESISTANT TESTED, SHOW COMPLIANCE WITH: 2010
 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41
 COMPONENTS & CLADDING
  
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS: (31)(A)
 DOORS IF SLIDERS IF WINDOWS (B) WINDOWS
 1405.13 EXTERIOR WINDOWS AND DOORS.
 WINDOWS AND DOORS INSTALLED IN EXTERIOR WALLS SHALL
 CONFORM TO THE TESTING AND PERFORMANCE REQUIREMENTS OF
 SECTION 1715.5.
  
 4) IF SLIDERS ARE TO BE INSTALLED SHOW COMPLIANCE WITH
 2010 FBC-B 1013.1 GUARDS WHERE REQUIRED.
  
 5) PLEASE PROVIDE HOW THE GLAZING UNIT WILL MEET THE
 REQUIREMENTS OF 2010 FBC-B 2406.4 HAZARDOUS LOCATIONS
 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL,
 OTHER THAN IN THOSE LOCATIONS DESCRIBED IN PRECEDING
 ITEMS 5 AND 6, WHICH MEETS ALL OF THE FOLLOWING
 CONDITIONS:
  
 7.1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9
 SQUARE FEET (0.84 M2);
  
 7.2. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES (457 MM)
 ABOVE THE FLOOR;
  
 7.3. EXPOSED TOP EDGE GREATER THAN 36 INCHES (914 MM)
 ABOVE THE FLOOR; AND
  
 7.4. ONE OR MORE WALKING SURFACE(S) WITHIN 36 INCHES
 (914 MM) HORIZONTALLY OF THE PLANE OF THE GLAZING.
  
 EXCEPTION: SAFETY GLAZING FOR ITEM 7 IS NOT REQUIRED
 FOR THE FOLLOWING INSTALLATIONS: 1. A PROTECTIVE BAR
 11/2 INCHES (38 MM) OR MORE IN HEIGHT, CAPABLE OF
 WITHSTANDING A HORIZONTAL LOAD OF 50 PLF (730 N/M)
 WITHOUT CONTACTING THE GLASS, IS INSTALLED ON THE
 ACCESSIBLE SIDES OF THE GLAZING 34 INCHES TO 38 INCHES
 (864 MM TO 965 MM) ABOVE THE FLOOR.
  
 6) THE PLANS DO NOT INDICATE IF WOOD BUCKS ARE TO BE
 INSTALLED, TYPE OF ANCHORS FOR BUCKS AND OR FRAMING
 MEMBERS. FBC-B 1715.5.4.2 MASONRY, CONCRETE OR OTHER
 STRUCTURAL SUBSTRATE.
 WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN 11/2
 INCHES (38 MM), WINDOW AND DOOR ASSEMBLIES SHALL BE
 ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR
 SUBFRAME SYSTEM, IN ACCORDANCE WITH THE MANUFACTURER?S
 PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE
 SECURELY FASTENED DIRECTLY INTO THE MASONRY, CONCRETE
 OR OTHER STRUCTURAL SUBSTRATE MATERIAL. UNLESS
 OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE
 INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT
 FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE
 MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE
 LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF
 SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED
 TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE
 ROUGH OPENING SUBSTRATE.
  
 7) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
 7) THE NEW PROPOSED 2X6 WOOD STUD WALL, NO SECTION IS
 GIVEN THRU WALL SECTION, PROVIDE BOTTOM PLATE
 WATER-PROOFING DETAIL, ANCHORAGE, STAPPING OF PLATE TO
 STUDS, STUD SPACING, TOP PLATE AND ANCHORING INTO WHAT
 FRAMING MEMBER, PART OF THE MWFRS (MAIN WIND FORCE
 RESISTING SYSTEM), SHOW ENGINEERING THAT THIS EXISTING
 FRAMING MEMBER WAS DESIGNED FOR THE PROPOSED LATERAL
 LOADS. FBC-B 1609.1.
  
 8) THE PLANS DO NOT PROVIDE WHAT THE EXTERIOR WALL
 FINISH SHALL BE COMPOSED OF: FBC-B 1609.1 APPLICATIONS.
 BUILDINGS, STRUCTURES AND PARTS THEREOF SHALL BE
 DESIGNED TO WITHSTAND THE MINIMUM WIND LOADS PRESCRIBED
 HEREIN. DECREASES IN WIND LOADS SHALL NOT BE MADE FOR
 THE EFFECT OF SHIELDING BY OTHER STRUCTURES.
 ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE
 CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR
 WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE
 WITH SECTION 1609.1.1. MANUFACTURED SOFFITS SHALL BE
 LABELED IN ACCORDANCE WITH SECTION 1715.9 OF THIS CODE.
  
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2015-02-26 Cont ID  
Sent By rlecky Date 2015-02-24 Time 10:12 Rev Time 0.00
Received By rlecky Date 2015-02-24 Time 10:12 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2015-09-30 Cont ID  
Sent By pleduc Date 2015-09-30 Time   Rev Time 0.00
Received By pleduc Date 2015-09-30 Time 13:23 Sent To  
Notes
2015-09-30 13:31:16THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
 PLEASE CONSIDER THE FOLLOWING AS PROVISO:
  
 THE NATURE OF THE REMODEL REQUIRES AN EVALUATION OF THE
 FIRE ALARM AND SPRINKLER SYSTEM FOR CODE COVERAGE AND
 COMPLIANCE. ANY REMOVAL AND/OR CONSTRUCTION OF WALLS
 REQUIRE AN EVALUATION.
 THE LIFE SAFETY SYSTEMS, FIRE ALARM AND/OR FIRE
 SPRINKLER SHALL REMAIN ACTIVE THROUGHOUT THE
 CONSTRUCTION PERIOD.
 ANY AND ALL WORK ON THE FIRE ALARM AND FIRE SPRINKLER
 SYSTEMS SHALL BE DONE UNDER SEPARATE SHOP DRAWINGS AND
 BY CERTIFIED LIFE SAFETY CONTRACTORS.
 ANY TIME THAT WORK ON THE LIFE SAFETY SYSTEMS,
 SPRINKLER AND/OR FIRE ALARM, EXCEEDS 4 HOURS, A FIRE
 WATCH SHALL BE IMPLEMENTED AND MAINTAINED UNTIL FULL
 AND COMPLETE PROTECTION IS RETURNED.
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2015-05-05 Cont ID  
Sent By skennedy Date 2015-05-05 Time 14:23 Rev Time 0.00
Received By skennedy Date   Time   Sent To  
Notes
2015-05-05 14:25:02APPLICANT ADVISES HE WILL RE-SUBMIT.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2015-02-25 Cont ID  
Sent By pleduc Date 2015-02-25 Time   Rev Time 0.00
Received By pleduc Date 2015-02-25 Time 11:06 Sent To  
Notes
2015-02-25 11:19:13THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 A THOROUGH AND COMPLETE PLAN REVIEW CANNOT BE COMPLETED
 AT THIS TIME DUE TO LACK OF INFORMATION SUBMITTED ON
 THE PLANS. ADDITIONAL PLAN REVIEW COMMENTS MAY BE
 GENERATED DURING PLAN RESUBMISSION.
  
 ALL CONSTRUCTION SHALL COMPLY WITH THE 2012 EDITION OF
 THE FLORIDA FIRE PREVENTION CODE.
  
 PLEASE PROVIDE THE PROSED USE OF THIS ROOM; SMOKE
 DETECTION MAY BE REQUIRED.
  
 A FIRE SPRINKLER PROTECTION WILL BE REQUIRED FOR THIS
 PROPOSED PROJECT.
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2015-11-05 Cont ID  
Sent By jwitmer Date 2015-11-05 Time 07:11 Rev Time 0.00
Received By jwitmer Date 2015-10-28 Time 15:08 Sent To  
Notes
2015-10-28 15:09:05RESUB ROUTED TO JWITMER
Review Stop I INCOMING/PROCESSING
Rev No 3 Status F Date 2015-09-28 Cont ID  
Sent By skennedy Date 2015-09-30 Time 17:35 Rev Time 0.00
Received By jwitmer Date 2015-09-28 Time 17:16 Sent To FIRE
Notes
2015-09-30 17:35:38IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-05-05 Cont ID  
Sent By skennedy Date 2015-05-05 Time 14:23 Rev Time 0.00
Received By skennedy Date 2015-04-23 Time 12:42 Sent To  
Notes
2015-04-24 12:43:11B21
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-03-19 Cont ID  
Sent By hmoser Date 2015-03-19 Time 11:26 Rev Time 0.00
Received By hmoser Date 2015-02-17 Time 10:38 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 4 Status N Date 2015-11-05 Cont ID  
Sent By jwitmer Date 2015-11-05 Time 07:11 Rev Time 0.00
Received By jwitmer Date 2015-11-05 Time 07:11 Sent To  
Notes
2015-11-05 07:11:53P.B. COUNTY IMPACT FEE STAMP NO FEES DUE. JW
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status F Date 2015-09-30 Cont ID  
Sent By jwitmer Date 2015-09-30 Time 17:34 Rev Time 0.00
Received By jwitmer Date 2015-09-30 Time 17:34 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2015-05-05 Cont ID  
Sent By skennedy Date 2015-05-05 Time 14:23 Rev Time 0.00
Received By skennedy Date   Time   Sent To  
Notes
2015-05-05 14:24:51SEE FIRST REVIEW
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2015-02-02 Cont ID  
Sent By   Date 2015-02-02 Time   Rev Time 0.00
Received By jwitmer Date 2015-02-26 Time 06:36 Sent To  
Notes
2015-02-26 06:37:12BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2015-03-19 Cont ID  
Sent By hmoser Date 2015-03-19 Time 11:25 Rev Time 0.00
Received By hmoser Date 2015-03-19 Time 11:25 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2015-02-25 Cont ID  
Sent By ajones Date 2015-02-25 Time 10:41 Rev Time 0.00
Received By ajones Date 2015-02-25 Time 10:41 Sent To  
Notes
***NONE***


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