Plan Review Details - Permit 12060130
Plan Review Stops For Permit 12060130
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2012-08-06 Cont ID  
Sent By jgomez Date 2012-08-03 Time 14:54 Rev Time 0.00
Received By jgomez Date 2012-08-03 Time 11:18 Sent To  
Notes
2012-08-03 15:25:23BUILDING REVIEW APPROVED WITH PROVISO:
  
 1- ENERGY CALCULATIONS CALL FOR WOOD DOORS. PRODUCT
 APPROVAL SUBMITTED ARE NOT FOR WOOD DOORS. REVISE AS
 REQUIRED. ALSO. MATCH NUMBER OF DOORS AS SHOWN ON
 PLANS. REVISE ENERGY CALCULATIONS AS REQUIRED.
 2- CLEARLY IDENTIFY SPECIFIC WINDOW MULLION SIZE ON NOA
 SUBMITTED TO VERIFY COMPLIANCE WITH THE CALCULATED
 DESIGN PRESSURES.
 3- PROVIDE COMPLETE SPECIFICATIONS FOR THE ELEVATOR
 SHOWING COMPLIANCE WITH ASME A17.1 AS REQUIRED BY SEC.
 R321.
 4- PROVIDE COMPLETE DETAILS/SPECIFICATIONS FOR THE
 CONSTRUCTION AND INSTALLATION OF THE STAIRS, HANDRAILS
 AND GUARDRAILS AND THE BALCONY GUARDRAILS. SEE TABLE
 R301.5
 5- SEALOFLEX WATERPROOFING FOR BALCONY DECK. CLEARLY
 SPECIFY APPROVED ASSEMBLY TO BE USED AND PROVIDE THE
 SIGNED AND SEALED RAS 117 CALCULATIONS AS REQUIRED BY
 GENERAL LIMITATION #7.
 6- PROVIDE PRODUCT APPROVAL (2 COPIES) FOR:
 A) FLAT ROOF ASSEMBLY. AND, CLEARLY IDENTIFY APPROVED
 ASSEMBLY TO BE INSTALLED. AND, PROVIDE THE RAS 117
 CALCULATIONS AS REQUIRED. IF PRODUCT APPROVAL REQUIRES
 SIGNED AND SEALED RAS117 CALCULATIONS, THEN PROVIDE
 THEM.
 B) GARAGE DOOR SIZE AS SHOWN ON PLANS.
 C) METAL ROOFING AS SPECIFIED ON PLANS. NOA 07-1025.04
 SUBMITTED WAS SUPERSEDED BY MIAMI-DADE. NEED CURRENT
 ONE.
 7- ARCHITECT OF RECORD TO REVIEW AND APPROVE IN WRITING
 ALL PRODUCT APPROVALS. SEC. 107.3.4.1 CITY AMENDMENTS.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2012-06-25 Cont ID  
Sent By jgomez Date 2012-06-25 Time 15:40 Rev Time 0.00
Received By jgomez Date 2012-06-25 Time 14:31 Sent To  
Notes
2012-06-25 15:56:20RESIDENTIAL (R3) ADDITION, BUILDING REVIEW COMMENTS.
 CODE: 2010 FBC.
  
 1- A) HOUSE IS LOCATED ON FLOOD ZONE A5 (EL. 7').
 ACCORDING TO SURVEY SUBMITTED THE FINISHED FLOOR
 ELEVATION OF THIS HOUSE IS 7.35'. THE HOUSE NEEDS TO BE
 RAISED TO A MINIMUM FINISHED FLOOR ELEVATION OF 7.5'.
 AND, IF THE GARAGE FINISHED FLOOR IS BELOW 7.5', THEN
 FLOOD VENTS ARE REQUIRED IN THE GARAGE. ARTICLE XVII OF
 CITY OF WEST PALM BEACH FLOOD PREVENTION AND CONTROL
 SECTIONS 94-541 THRU 94-547. REVISE PLANS SHOWING
 COMPLIANCE WITH THE MINIMUM REQUIRED FINISH FLOOR
 ELEVATION. SURVEY, WILL BE REQUIRED DURING CONSTRUCTION
 TO DEMONSTRATE ELEVATED FINISH FLOOR ELEVATION.
  
 B) NOTE #9 OF SURVEY SUBMITTED SPECIFIES THAT THIS
 SURVEY IS NOT TO BE USED FOR CONSTRUCTION PURPOSES.
 REVISE AS REQUIRED.
  
 C) SURVEY NEEDS TO HAVE SURVEYOR'S ORGINAL SIGNATURE AS
 REQUIRED BY CHAPTER 472 FLORIDA STATUTE.
  
 2- PROVIDE ENERGY CALCULATIONS AS REQUIRED BY SECTIONS
 101.4.3, 103.2 OF 2010 FBC-ENERGY CONSERVATION.
  
 3- ACCORDING TO SEC. R301.2.1.4.3 OF 2010 FLORIDA
 RESIDENTIAL CODE, THIS BUILDING IS LOCATED ON EXPOSURE
 "D" NOT "C". REVISE THE DESIGN INFORMATION ON A5 AS
 REQUIRED.
  
 4- SPECIFY THE DESIGN PRESSURES FOR ALL WINDOWS AND
 DOORS AS REQUIRED BY SEC. R301.2.1.4.3. COORDINATE WITH
 ITEM 3 ABOVE.
  
 5- PROVIDE SOIL TEST REPORT TO SHOW COMPLIANCE WITH THE
 PROPOSED ADDITIONAL LOAD. SEC. R401.4.
  
 6- CLEARLY IDENTIFY SPECIFIC SIZE AND GLAZING TYPE ON
 NOA'S SUBMITTED FOR DOORS AND WINDOWS TO VERIFY
 COMPLIANCE WITH THE DESIGN PRESSURES CALCULATED ON ITEM
 #4 ABOVE. SEC. 107.3.4.1 OF CITY AMENDMENTS TO FBC.
  
 7- A) PROVIDE COMPLETE DETAILS/SPECIFICATIONS FOR THE
 CONSTRUCTION OF THE ELEVATOR HOISTWAY TO SUPPORT THE
 ELEVATOR. SEC. 107.2.1.3 CITY AMENDMENTS. COORDINATE
 WITH ITEM 7(B) BELOW.
  
 B) PROVIDE COMPLETE SPECIFICATIONS FOR THE ELEVATOR
 SHOWING COMPLIANCE WITH ASME A17.1 AS REQUIRED BY SEC.
 R321.
  
 8- PROVIDE COMPLETE DETAILS AND SPECIFICATIONS ON THE
 PLANS FOR THE CONSTRUCTION AND INSTALLATION OF THE
 STAIRS, HANDRAILS AND GUARDRAILS AND THE BALCONY
 GUARDRAILS. SHOW LOCATION OF HANDRAILS ON STAIRWAY,
 RAILINGS AND GUARDRAILS HEIGHT, SPACING BETWEEN
 PICKETS. SEC. R312. AND, SHOW CONSTRUCTION TO MEET THE
 REQUIRED DESIGN LOADS OF TABLE R301.5
  
 9- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY
 DCA RULE 9N-3 FOR:
 A) PRECAST LINTELS AS SPECIFIED ON PLANS.
  
 B) SEALOFLEX WATERPROOFING FOR BALCONY DECK DESIGNED TO
 RECEIVE TILE AS SPECIFIED ON PLANS. CLEARLY SPECIFY
 APPROVED ASSEMBLY TO BE USED AND PROVIDE THE SIGNED AND
 SEALED RAS 117 CALCULATIONS AS REQUIRED BY GENERAL
 LIMITATION #7.
  
 C) ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON
 PLANS/DETAILS. PROVIDE THE COVER PAGE AND PAGE SHOWING
 THE CONNECTOR ONLY. OR SPECIFY PRODUCT APPROVAL NUMBER
 ON PLANS. THIS APPLIES TO STRUCTURAL CONNECTORS ONLY.
  
 D) FLAT ROOF ASSEMBLY. AND CLEARLY IDENTIFY APPROVED
 ASSEMBLY TO BE INSTALLED. AND, PROVIDE THE RAS 117
 CALCULATIONS AS REQUIRED. IF PRODUCT APPROVAL REQUIRES
 SIGNED AND SEALED RAS117 CALCULATIONS, THEN PROVIDE
 THEM.
  
 E) GARAGE DOOR AS SHOWN ON PLANS.
  
 F) METAL ROOFING AS SPECIFIED ON PLANS.
  
 10- ARCHITECT OF RECORD TO REVIEW AND APPROVE IN
 WRITING (NOT SIGNING AND SEALING) ALL PRODUCT
 APPROVALS. SEC. 107.3.4.1 CITY AMENDMENTS.
  
 11- PROVIDE MANUFACTURER'S SPECS FOR SPRAY INSULATION
 TO BE USED TO VERIFY COMPLIANCE WITH SEC. R316, ALSO,
 NEED TO VERIFY REQUIRED THICKNESS TO MEET THE MINIMUM R
 VALUE REQUIRED BY THE ENERGY CALCULATIONS AND TABLE
 402.1.1 OF 2010 FBC-ENERGY CONSERVATION. THIS INCLUDES
 FLAT ROOF ABOVE STUDIO (CHECK ROOF RAFTERS SIZE).
  
 12- SPECIFY WALL SECTIONS THE MINIMUM R VALUE REQUIRED
 BY THE ENERGY CALCULATIONS AND TABLE 404.1.1 FOR WALLS
 (MASONRY AND WOOD FRAMED) AND CEILINGS.
  
 13- SPECIFY ON WALL SECTIONS:
 A) THE TWO LAYERS OF WATER RESISTANT BARRIER AS
 REQUIRED BY SEC. R703.6.3.
  
 B) 7/8" MIN. STUCCO THICKNESS AS REQUIRED BY TABLE
 R702.1(1).
  
 14- PROVIDE SPECIFICATIONS FOR THE DOORS AND WINDOWS
 SHOWING COMPLIANCE WITH THE GLASS TYPE REQUIRED BY THE
 ENERGY CALCULATIONS AND TABLE 402.1.1.
  
 15- SPECIFY ON PLANS CARBON MONOXIDE ALARMS AS REQUIRED
 BY SEC. R315.
  
 16- SPECIFY ON PLANS DWELLING/GARAGE SEPARATION AS
 REQUIRED BY TABLE R302.6.
  
 17- PROVIDE DETAILS/SPECIFICATIONS SHOWING COMPLIANCE
 FIREBLOCKING AS REQUIRED BY SEC. R302.11. INCLUDING
 CONCEALED SPACES, STAIRS, ELEVATOR SHAFT, ETC.
  
 18- SPECIFY ON PLANS ATTIC ACCESS AS REQUIRED BY SEC.
 R807.
  
 19- AFTER PLANS ARE REVISED, BRING THEM TO PALM BEACH
 COUNTY BUILDING (2300 N. JOG RD) TO VERIFY IF IMPACT
 FEES ARE DUE. BRING BACK STAMPED PLANS AND COPY OF PAID
 RECEIPT IF FEES ARE DUE.
  
 20- SHEET A5:
 A) FLOOR FRAMING PLAN SHOWS NEW 2X4 BEARING WALLS BY
 THE NEW STAIRWAY. FOUNDATION PLAN DOESN'T SHOW ANY
 FOOTING FOR THESE NEW BEARING WALLS. PROVIDE
 INFORMATION SHOWING HOW THE LOADS ARE TRANSFERED TO THE
 FOOTING AS REQUIRED BY SEC. R301.1.
  
 B) REVISED NOTE #5. MIN. 8D RING SHANK NAILS ARE
 REQUIRED (NOT 8D COMMON NAILS) BY SEC. R803.2.3.1 FOR
 ALL ROOF ZONES. ALSO, SPECIFY NAILS AT 4" O.C. FOR ZONE
 #3 (4'-0" WIDE MIN.)
  
 C) REVISE DESIGN LOADS AND WIND DESIGN INFORMATION.
 COORDINATE WITH ITEM #3 ABOVE.
  
 21- SHEET A10: PROVIDE COMPLETE SPECIFICATIONS ON
 DETAIL 9/A10. NO INFORMATION SUBMITTED. SEC. 107
 107.2.1 CITY AMENDMENTS TO FBC.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561)805-6712
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2012-06-11 Cont ID  
Sent By rlecky Date 2012-06-11 Time 12:46 Rev Time 0.00
Received By rlecky Date 2012-06-11 Time 10:59 Sent To  
Notes
2012-06-11 12:41:56SEE REDLINED COMMENTS ON ELECTRIC PLANS
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2012-08-10 Cont ID  
Sent By lmartine Date 2012-08-10 Time 09:17 Rev Time 0.00
Received By lmartine Date 2012-07-27 Time 15:30 Sent To  
Notes
2012-07-31 11:08:53R--9
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2012-07-13 Cont ID  
Sent By lmartine Date 2012-07-12 Time 16:31 Rev Time 0.00
Received By lmartine Date 2012-06-06 Time 15:47 Sent To  
Notes
2012-06-07 15:49:10SENT TO R9 SHELF FOR REVIEW. JG.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2012-08-03 Cont ID  
Sent By jgomez Date 2012-08-03 Time 12:54 Rev Time 0.00
Received By jgomez Date 2012-08-03 Time 12:54 Sent To  
Notes
2012-08-03 12:56:54$977.49 PAID. TRACKING NO MU-2012-013764-0000. JG.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2012-06-26 Cont ID  
Sent By jgomez Date 2012-06-26 Time 08:48 Rev Time 0.00
Received By jgomez Date 2012-06-26 Time 08:48 Sent To  
Notes
2012-06-26 08:49:19BRING PLANS TO PALM BEACH COUNTY BUILDING TO VERIFY IF
 IMPACT FEES ARE DUE. BRING BACK STAMPED PLANS AND COPY
 OF PAID RECEIPT IF FEES ARE DUE.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2012-08-10 Cont ID  
Sent By hmoser Date 2012-08-10 Time 08:34 Rev Time 0.00
Received By hmoser Date 2012-08-01 Time 14:50 Sent To  
Notes
2012-08-10 08:35:45SEE BUILDING PROVISO.HM.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2012-06-19 Cont ID  
Sent By hmoser Date 2012-06-19 Time 13:04 Rev Time 0.00
Received By hmoser Date 2012-06-19 Time 13:03 Sent To  
Notes
2012-06-20 16:50:381. PROVIDE HEAT LOADS, FBC R 103.2.1, ENERGY CALCS.
  
 2. THIS PARCEL IS LOCATED IN A SPECIAL HAZARD FLOOD
 ZONE. ELEVATION OF MECHANICAL EQUIPMENT IS TO BE 6"
 ABOVE BFE. SHOW PROPOSED HEIGHT ON PLAN. THIS SHOULD
 ALSO BE INCLUDED ON ELEVATION CERTIFICATE, CONSTRUCTION
 DRAWINGS, WPB ADMIN CODE 94-546(B).
  
 HAROLD MOSER, CHIEF MECHANICAL INSPECTOR
 561-805-6732
  
Review Stop P PLUMBING
Rev No 1 Status P Date 2012-06-29 Cont ID  
Sent By jgomez Date 2012-06-29 Time 14:11 Rev Time 0.00
Received By jgomez Date 2012-06-29 Time 13:00 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2012-08-09 Cont ID  
Sent By mdekle Date 2012-08-09 Time   Rev Time 0.00
Received By mdekle Date 2012-08-09 Time   Sent To  
Notes
2012-08-09 15:13:36APPLICANT ADDRESSED ALL COMMENTS IN RESUBMITTAL. PLEASE
 SEE LETTER DATED 7/23/12 REFERENCING REVISIONS AND
 CORRESPONDING SITE PLAN DATA, ETC. P&Z COMPLIANCE CHECK
 LIST ALSO ATTACHED - MD.
Review Stop Z ZONING
Rev No 1 Status F Date 2012-07-12 Cont ID  
Sent By lfranco Date 2012-07-12 Time 13:39 Rev Time 0.00
Received By lfranco Date 2012-07-12 Time 09:46 Sent To  
Notes
2012-07-12 13:44:20PLANNING: ***** FAILED ****
  
 1. RESPOND TO COMMENTS IN WRITING.
  
 2. PROVIDE DIMENSIONS OF THE PROPOSED ADDITION ON
 SURVEY AND PLANS TO ALL PROPERTY LINES.
  
 3. SHOW TOTAL HEIGHT DIMENSION OF THE BUILDING TO THE
 ROOF TOP.
  
 4. SHEET A4 SHOWS NEW SIDEWALK AND DRIVEWAY. ARE THERE
 EXISTING TREE TO BE IMPACTED? PROVIDE TOTAL SQUARE
 FOOTAGE OF FRONT PROPERTY AREA THAT MEETS THE FOLLOWING
 PERVIOUS VS. IMPERVIOUS REQUIREMENTS. THE AREA OF
 CALCULATIONS IS THE TOTAL WIDTH OF THE PROPERTY BY 25
 FEET DEEP (FRONT SETBACK AREA).
  
 PURSUANT TO SECTION 94-482 OF THE ZLDR: REQUIRED
 OFF-STREET PARKING SPACES FOR LESS THAN FOUR
 RESIDENTIAL DWELLING UNITS SHALL BE LOCATED ON THE
 PROPERTY ON WHICH THE UNITS ARE CONSTRUCTED. REQUIRED
 PARKING MAY BE LOCATED IN A FRONT YARD; HOWEVER, THE
 LESSER OF 1,000 SQUARE FEET OR 75 PERCENT OF THE FRONT
 YARD AREA MUST BE LANDSCAPED. PARKING AREAS LOCATED IN
 THE FRONT YARD SHALL BE SURFACED WITH A SMOOTH,
 NONDUSTING SURFACE IN COMPLIANCE WITH SUBSECTION
 33-485(E). IT SHALL BE A VIOLATION OF THIS CHAPTER TO
 PARK ON ANY UNPAVED AREAS AS DESCRIBED IN THIS ARTICLE.
  
 PLEASE INDICATE SQUARE FOOTAGE OF ALL IMPERMEABLE
 SURFACES (EXISTING AND PROPOSED) LOCATED WITHIN THE
 FRONT YARD (FROM FRONT PROPERTY LINE TO THE FRONT
 BUILDING FACADE).THE MAXIMUM WIDTH FOR A DRIVEWAY IS 20
 FEET IN WIDTH. THERE ARE NO DIMENSIONS ON THE EXISTING
 DRIVE OR PROPOSED DRIVEWAY. ALSO, CALCULATION FOR THE
 FRONT AREA NEED TO BE PROVIDED BETWEEN THE FIRST 25
 FEET OF LOT DEPTH FROM THE FRONT PROPERTY LINE
 MULTIPLIED BY THE TOTAL WIDTH OF THE PROPERTY (I.E. 25
 FEET XX FEET WIDTH = XX SQ. FT. X .75 =XX SQ. FT) IF
 THE SQUARE FOOTAGE EXCEEDS 1,000 SQ. FT., THE APPLICANT
 WILL ONLY BE REQUIRED TO MEET THE MINIMUM 1,000 SQ. FT
 LANDSCAPE AREA. SHOW CALCULATION OF LANDSCAPE AREA
 SQUARE FOOTAGE ON SURVEY AND PLANS.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT ME.
  
 LINDA MIA FRANCO, AICP
 SENIOR PLANNER
 PLANNING DIVISION
 TEL: (561) 822-1443
 EMAIL: [email protected]
  
  
  
  
  
  
  
  


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