Plan Review Details - Permit 17110425
Plan Review Stops For Permit 17110425
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2018-07-19 Cont ID  
Sent By rmcdouga Date 2018-07-19 Time 15:15 Rev Time 0.00
Received By rmcdouga Date 2018-07-19 Time 15:15 Sent To I
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2018-06-27 Cont ID  
Sent By rmcdouga Date 2018-06-27 Time 08:57 Rev Time 0.00
Received By rmcdouga Date 2018-06-22 Time 16:05 Sent To  
Notes
2018-06-27 08:58:53PLAN
 REVIEW COMMENTS
 3RD REVIEW: FBC FIFTH EDITION (2014)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) SUBMIT A COPY OF THE PAID RECEIPT FOR THE IMPACT
 FEES.
  
 2) ADDRESS THE ZONING REVIEW COMMENTS.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2018-05-29 Cont ID  
Sent By rmcdouga Date 2018-05-29 Time 18:12 Rev Time 0.00
Received By rmcdouga Date 2018-05-29 Time 16:20 Sent To I
Notes
2018-05-29 18:12:54PLAN
 REVIEW COMMENTS
 2ND REVIEW: FBC FIFTH EDITION (2014)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) NEW COMMENT: THE SITE DRAINAGE PLAN C-1, THAT WAS
 SUBMITTED DOES NOT MATCH THE SIDE SET BACKS ON THE
 PROPOSED SITE PLAN THAT WAS APPROVED BY ZONING ON
 5/18/18.
 SUBMIT TWO SETS OF A DRAINAGE PLAN WITH ELEVATIONS TO
 SHOW COMPLIANCE WITH FBC-R401.3. SURFACE DRAINAGE SHALL
 BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER
 APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A
 HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER
 AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A
 MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET
 (3048 MM). EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR
 OTHER PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF
 FALL WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL
 BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE
 STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM)
 OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF
 2 PERCENT AWAY FROM THE BUILDING.
 THIS INFORMATION IS REQUIRED ON THE SITE PLAN PER FBC
 107.2.5 SITE PLAN.
  
 2) COMPLIED.
  
 3) COMMENT NOT ADDRESSED TO SATISFACTION. I AM IN
 RECEIPT OF YOUR RESPONSE TO MY COMMENT ABOUT THE UPLIFT
 FOR THE (2) SIMPSON HETAL 20 ANCHORS NOT HAVING AN
 UPLIFT OF 3600 LBS. I AGREE THAT A HETA NAD A HETAL
 STRAP ARE NOT THE SAME. THE HETAL HAS A SEAT AND THE
 HETA DOES NOT. IF YOU LOOK IN THE ANCHOR TABLE ON PAGE
 291 OF THE 2017 SIMPSON CATALOG YOU WILL SEE THAT THEY
 BOTH HAVE THE SAME UPLIFT VALUE OF 1810 LBS. THE SEAT
 ONLY PROVIDES ADDITIONAL LATERAL LOADS. IF YOU READ
 NOTE #8 THAT IS LISTED ON THE RIGHT SIDE OF THE TABLE
 IT STATES THAT THE MINIMUM SPACING FOR MULTIPLE ANCHOR
 INSTALLATION IS 2 TIMES THE EMBEDMENT DEPTH FOR FULL
 LOAD AND REFERS YOU TO THE DOUBLE EMBEDDED ANCHOR
 SCHEDULE FOR LOADS ON CLOSER SPACED ANCHORS. THE EMBED
 DEPTH FOR THESE ANCHORS IS 5-1/16" WHICH REQUIRES THEM
 TO BE SPACED 10-1/8" APART TO GET THE FULL UPLIFT LOAD.
 IN THE GROUT FILLED CONCRETE MASONRY UNIT BOND BEAMS
 SPECIFIED ON THE PLANS (2) HETA ANCHORS WILL PROVIDE
 2,035 LBS OF UPLIFT CAPACITY ON A SINGLE TRUSS AND
 2,500 LBS OF UPLIFT CAPACITY ON A 2 OR 3 PLY TRUSS.
 ON SHEET 4 - 4 OF THE PLANS, THE ROOF FRAMING PLAN
 SPECIFIES (2) SIMPSON HETAL 20 ANCHORS FOR THE GIRDER
 TRUSS WITH AN UPLIFT OF 3600 LBS. THIS IS NOT CORRECT.
 THE SIMPSON CATALOG HAS AN UPLIFT LOAD CAPACITY OF 2700
 LBS. FOR (2) HETA ANCHORS ON A TWO PLY TRUSS. PLEASE
 CORRECT.
  
 4) NEED COPY OF THE PAID IMPACT FEE RECEIPT. SEE IMPACT
 FEE REVIEW.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-12-05 Cont ID  
Sent By rmcdouga Date 2017-12-05 Time 19:10 Rev Time 0.00
Received By rmcdouga Date 2017-12-04 Time 18:00 Sent To E
Notes
2017-12-05 07:27:00PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC FIFTH EDITION (2014)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) SUBMIT TWO SETS OF A DRAINAGE PLAN WITH ELEVATIONS
 TO SHOW COMPLIANCE WITH FBC-R401.3. SURFACE DRAINAGE
 SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER
 APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A
 HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER
 AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A
 MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET
 (3048 MM). EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR
 OTHER PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF
 FALL WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL
 BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE
 STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM)
 OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF
 2 PERCENT AWAY FROM THE BUILDING.
 THIS INFORMATION IS REQUIRED ON THE SITE PLAN PER FBC
 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 AND, AS APPLICABLE,
 FLOOD HAZARD AREAS, FLOODWAYS, AND DESIGN FLOOD
 ELEVATIONS; AND IT SHALL BE DRAWN IN ACCORDANCE WITH AN
 ACCURATE BOUNDARY LINE SURVEY.
 IN THE CASE OF DEMOLITION, THE SITE PLAN SHALL SHOW
 CONSTRUCTION TO BE DEMOLISHED AND THE LOCATION AND SIZE
 OF EXISTING STRUCTURES AND CONSTRUCTION THAT ARE TO
 REMAIN ON THE SITE OR PLOT. THE BUILDING OFFICIAL IS
 AUTHORIZED TO WAIVE OR MODIFY THE REQUIREMENT FOR A
 SITE PLAN WHEN THE APPLICATION FOR PERMIT IS FOR
 ALTERATION OR REPAIR OR WHEN OTHERWISE WARRANTED.
  
 2) SPECIFY THE SIZE OF THE ATTIC ACCESS ON THE PLANS.
 FBC-R807.1 ATTIC ACCESS, THE ROUGH-FRAMED OPENING SHALL
 NOT BE LESS THAN 22 INCHES BY 30 INCHES (559 MM BY 762
 MM) AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY
 ACCESSIBLE LOCATION.
  
 3) ON SHEET 4 - 4 OF THE PLANS, THE ROOF FRAMING PLAN
 SPECIFIES (2) SIMPSON HETAL 20 ANCHORS FOR THE GIRDER
 TRUSS WITH AN UPLIFT OF 3600 LBS. THIS IS NOT CORRECT.
 THE SIMPSON CATALOG HAS AN UPLIFT LOAD CAPACITY OF 2700
 LBS. FOR (2) HETA ANCHORS ON A TWO PLY TRUSS. PLEASE
 CORRECT.
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2018-05-23 Cont ID  
Sent By ppetty Date 2018-05-23 Time 11:38 Rev Time 0.00
Received By ppetty Date 2018-05-23 Time 10:54 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2017-12-06 Cont ID  
Sent By jleahy Date 2017-12-06 Time 12:00 Rev Time 0.00
Received By jleahy Date 2017-12-06 Time 10:54 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2018-07-19 Cont ID  
Sent By rmcdouga Date 2018-07-19 Time 15:26 Rev Time 0.00
Received By rmcdouga Date 2018-07-12 Time 15:55 Sent To  
Notes
2018-07-13 15:55:45RESUB ROUTED TO ZONING INBOX
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2018-06-27 Cont ID  
Sent By rmcdouga Date 2018-06-27 Time 08:59 Rev Time 0.00
Received By rmcdouga Date 2018-06-15 Time 15:49 Sent To  
Notes
2018-06-18 15:50:09RESUB ROUTED TO ZONING INBOX
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2018-05-30 Cont ID  
Sent By rmcdouga Date 2018-05-30 Time 10:22 Rev Time 0.00
Received By rmcdouga Date 2018-05-08 Time 10:40 Sent To  
Notes
2018-05-14 10:40:19R17
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-12-06 Cont ID  
Sent By jleahy Date 2017-12-06 Time 12:00 Rev Time 0.00
Received By jleahy Date 2017-11-09 Time 09:09 Sent To  
Notes
2017-11-13 09:09:52R16
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 5 Status P Date 2019-05-09 Cont ID  
Sent By rmcdouga Date 2019-05-09 Time 16:07 Rev Time 0.00
Received By rmcdouga Date 2019-05-09 Time 16:07 Sent To  
Notes
2019-05-09 16:08:40MU2018-9890, PAID $9766.49
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 4 Status F Date 2018-07-19 Cont ID  
Sent By rmcdouga Date 2018-07-19 Time 15:16 Rev Time 0.00
Received By rmcdouga Date 2018-07-19 Time 15:16 Sent To  
Notes
2018-07-19 15:26:38THE PLANS ARE STAMPED BUT THE IMPACT FEES HAVE NOT BEEN
 PAID. CALLED AND SPOKE TO MICHELLE AT PBC IMPACT FEES
 AND WAS INFORMED THAT THE IMPACT FEES HAVE NOT BEEN
 PAID.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status F Date 2018-06-27 Cont ID  
Sent By rmcdouga Date 2018-06-27 Time 08:51 Rev Time 0.00
Received By rmcdouga Date 2018-06-22 Time 16:02 Sent To  
Notes
2018-06-27 08:56:12ALTHOUGH THE PLANS HAVE BEEN STAMPED FOR IMPACT FEES, A
 COPY OF THE PAID RECEIPT WAS NOT SUBMITTED. I CALLED W.
 SWOOPE AND WAS TOLD THAT THE IMPACT FEES HAD NOT BEEN
 PAID. WHEN THE FEES HAVE BEEN PAID, SUBMIT A COPY OF
 THE PAID RECEIPT.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2018-05-29 Cont ID  
Sent By rmcdouga Date 2018-05-29 Time 18:30 Rev Time 0.00
Received By rmcdouga Date 2018-05-29 Time 18:30 Sent To  
Notes
2018-05-29 18:31:49SUBMIT A COPY OF THE PAID IMPACT FEE RECEIPT.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-12-05 Cont ID  
Sent By rmcdouga Date 2017-12-05 Time 19:10 Rev Time 0.00
Received By rmcdouga Date 2017-12-04 Time 17:59 Sent To  
Notes
2017-12-04 18:01:04BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT FEES
 MUST BE PAID TO PALM BEACH COUNTY. UPON APPROVAL, ONE
 SET OF PLANS SHALL BE SIGNED OUT AND SUBMITTED TO PALM
 BEACH COUNTY FOR AN IMPACT FEE REVIEW. THE PLANS WITH
 THE IMPACT FEE STAMP AND A COPY OF THE PAID RECEIPT
 MUST BE RETURNED TO THE CITY BUILDING DEPARTMENT BEFORE
 THE BUILDING PERMIT CAN BE ISSUED. FOR INFORMATION CALL
 PALM BEACH COUNTY IMPACT FEES AT (561) 233-5025.
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2018-05-30 Cont ID  
Sent By rmcdouga Date 2018-05-30 Time 10:18 Rev Time 0.00
Received By rmcdouga Date 2018-05-29 Time 18:31 Sent To I
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-12-05 Cont ID  
Sent By rmcdouga Date 2017-12-05 Time 19:05 Rev Time 0.00
Received By rmcdouga Date 2017-12-05 Time 16:29 Sent To  
Notes
2017-12-05 19:05:38PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC FIFTH EDITION (2014)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY MECHANICAL
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THE ENERGY FORM R405-2014 IS REQUIRED TO BE SIGNED
 AND DATED BY THE OWNER/AGENT. FBC ENERGY CONSERVATION
 R103.1.1.2
  
 2) THE ENGINEER IS REQUIRED TO SIGN AND SEAL THE ENERGY
 FORM AND ENERGY CALCULATIONS THAT THEY PREPARED AND
 SUBMITTED FOR PUBLIC RECORD. FS 471
  
 3) BASED ON SECTION R403.6.1.1 OF THE FBC ENERGY
 CONSERVATION THE COOLING EQUIPMENT IS TO BE NOT LESS
 THAN THE CALCULATED TOTAL LOAD, BUT NOT MORE THAN THE
 1.15 TIMES GREATER THAN THE TOTAL LOAD CALCULATED. IT
 APPEARS THAT THE 3 TON COOLING EQUIPMENT SPECIFIED ON
 THE PLANS AND FORM R405-2014 IS TOO LARGE. BASED ON THE
 CALCULATED TOTAL LOAD OF 28,336 BTUH, A 2.5 TON SYSTEM
 SHOULD BE USED.
  
 4) THE SIZE OF THE SUPPLY DUCT TO THE STUDY ROOM IS NOT
 SPECIFIED ON THE MECHANICAL PLANS. FBC 107.2.1
  
 5) THE TRANSFER DUCT AT THE MASTER BEDROOM IS UNDER
 SIZED. M1602.4 BALANCED RETURN AIR. TRANSFER DUCTS MAY
 ACHIEVE THIS BY INCREASING THE RETURN TRANSFER 1-1/2
 TIMES THE CROSS SECTIONAL AREA (SQUARE INCHES) OF THE
 SUPPLY DUCT ENTERING THE ROOM OR SPACE IT IS SERVING
 AND THE DOOR HAVING AT LEAST AN UNRESTRICTED 1 INCH (25
 MM) UNDERCUT TO ACHIEVE PROPER RETURN AIR BALANCE.
 HABITABLE ROOMS ONLY SHALL BE REQUIRED TO MEET THESE
 REQUIREMENTS FOR PROPER BALANCED RETURN AIR EXCLUDING
 BATHROOMS, CLOSETS, STORAGE ROOMS AND LAUNDRY ROOMS,
 EXCEPT THAT ALL SUPPLY AIR INTO THE MASTER SUITE SHALL
 BE INCLUDED.
  
 6) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT A
 RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW
 COMMENTS HAS BEEN ADDRESSED.
  
  
Review Stop P PLUMBING
Rev No 1 Status P Date 2017-12-01 Cont ID  
Sent By tklarge Date 2017-12-01 Time 08:35 Rev Time 0.00
Received By tklarge Date 2017-12-01 Time 08:24 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 4 Status P Date 2018-07-18 Cont ID  
Sent By llouie Date 2018-07-18 Time   Rev Time 0.00
Received By llouie Date 2018-07-18 Time   Sent To B
Notes
2018-07-18 16:35:24SEPARATE PERMITS REQUIRED FOR THE FOLLOWING PRIOR TO
 THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY:
 LANDSCAPING, IRRIGATION AND NEW DRIVEWAY.
Review Stop Z ZONING
Rev No 3 Status F Date 2018-06-20 Cont ID  
Sent By llouie Date 2018-06-20 Time   Rev Time 0.00
Received By llouie Date 2018-06-20 Time   Sent To B
Notes
2018-06-20 13:06:23** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) LATEST SURVEY (UPDATED ON 6/12/18), SHOWING THE
 PROPOSED ONE-STORY RESIDENCE, DOES NOT MATCH THE
 APPROVED SITE PLAN (BUILDING SETBACK, ETC.). PLEASE
 ADDRESS SO THAT ALL PLANS ARE CONSISTENT.
  
  
 NOTES:
  
 * A SEPARATE LANDSCAPE PERMIT WILL BE REQUIRED PRIOR TO
 CERTIFICATE OF OCCUPANCY.
  
 * REVISION MAY RESULT IN ADDITIONAL COMMENTS.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
 * ZONE: SF7
  
Review Stop Z ZONING
Rev No 2 Status P Date 2018-05-18 Cont ID  
Sent By llouie Date 2018-05-18 Time   Rev Time 0.00
Received By llouie Date 2018-05-18 Time   Sent To  
Notes
2018-05-18 13:43:51ZONING APPROVED WITH THE FOLLOWING PROVISO:
  
 1.) A SEPARATE LANDSCAPE AND DRIVEWAY PERMIT, REVIEW
 AND APPROVAL REQUIRED PRIOR TO THE ISSUANCE OF A
 CERTIFICATE OF OCCUPANCY.
Review Stop Z ZONING
Rev No 1 Status F Date 2017-11-22 Cont ID  
Sent By LL Date 2017-11-22 Time   Rev Time  
Received By llouie Date 2017-11-22 Time   Sent To  
Notes
2017-11-22 08:08:26** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) SHOW SETBACK DIMENSION FROM THE LOCATION OF THE
 PROPOSED A/C PAD TO THE PROPERTY LINE. THE PAD CANNOT
 PROJECT MORE THAN 4 FT. INTO THE REQUIRED SIDE SETBACK.
 [ZLDR S.94-305]
  
 2.) NO DIMENSIONS PROVIDED FOR THE PROPOSED DRIVEWAY.
 DRIVEWAY CANNOT EXCEED 20 FT. IN WIDTH [ZLDR S.94-312]
  
 3.) 1,000 SQ. FT. OR 75 PERCENT OF THE FRONT YARD
 (FIRST 25 FT. FROM THE FRONT PROPERTY LINE ON 54TH
 STREET) SHALL BE LANDSCAPED WITH LIVING PLANT MATERIAL.
 PLEASE PROVIDE FRONT YARD PERVIOUS AND IMPERVIOUS
 SURFACE CALCULATIONS TO DEMONSTRATE COMPLIANCE. [ZLDR
 S.94-482]
  
  
 NOTES:
  
 * A SEPARATE LANDSCAPE PERMIT WILL BE REQUIRED PRIOR TO
 CERTIFICATE OF OCCUPANCY.
  
 * REVISION MAY RESULT IN ADDITIONAL COMMENTS.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
 * ZONE: SF7
  


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