Plan Review Details - Permit 14100394
Plan Review Stops For Permit 14100394
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2015-01-28 Cont ID  
Sent By rmcdouga Date 2015-01-28 Time 14:01 Rev Time 0.00
Received By rmcdouga Date 2015-01-28 Time 14:01 Sent To  
Notes
2015-01-28 14:31:37REVISION REQUIRED.
 SUBMIT TWO SETS OF PRODUCT APPROVALS FOR THE EXTERIOR
 SIX PANEL STEEL AND FIBERGLASS DOORS.
  
 ****PROVISO****
  
 A SIGNED AND SEALED ORIGINAL WILL BE REQUIRED FOR THE
 *FINISHED CONSTRUCTION* ELEVATION CERTIFICATE PRIOR TO
 FINAL INSPECTION.
  
 BUILDING PHOTOGRAPHS, IN COLOR, WILL BE REQUIRED FOR
 THE *FINISHED CONSTRUCTION* ELEVATION CERTIFICATE.
 PHOTOGRAPHS OF ALL FLOOD VENTS, IF INSTALLED, WILL ALSO
 BE REQUIRED.
  
 REVISE THE SITE PLAN (SHEET SP1) TO INCLUDE THE
 FOLLOWING INFORMATION, FBC 107
  
 REVISE SITE PLAN TO INCLUDE THE NAME(S) OF ADJACENT
 STREET(S).
  
 REVISE SITE PLAN TO INCLUDE ALL DRAINAGE AND UTILITY
 EASEMENTS.
  
 REVISE SITE PLAN TO INCLUDE ALL AREAS TO BE CLEARED,
 CUT, GRADED, OR FILLED
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2015-01-28 Cont ID  
Sent By rmcdouga Date 2015-01-28 Time 10:12 Rev Time 0.00
Received By rmcdouga Date 2015-01-27 Time 17:55 Sent To  
Notes
2015-01-28 10:25:46PLAN REVIEW COMMENTS
  
 3RD REVIEW: FBC 2010
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) (REPEAT COMMENT) THE EXPOSURE CATEGORY WAS CHANGED
 TO "D" ON THE PLANS, HOWEVER, THE COMPONENT AND
 CLADDING PRESSURES FOR THE EXTERIOR DOORS AND WINDOWS
 IN THE SCHEDULE ON SHEET A1.2 WERE NOT INCREASED
 ACCORDINGLY. FBC-R301.2.1 NOTE: YOU WILL NEED TO REVIEW
 THE MAXIMUM DESIGN PRESSURES LISTED IN THE PRODUCT
 APPROVALS FOR THE WINDOWS, DOORS AND OTHER COMPONENTS
 AND CLADDING PRODUCTS TO MAKE SURE THEY ARE ADEQUATE.
 SHEET A1.2 IN ONE SET OF PLANS HAS THE OLD EXPOSURE "C"
 WINDOW AND THE OTHER SET SPECIFIES THAT DOORS AND
 WINDOWS IN WALL ZONE 4 ARE REQUIRED TO HAVE A -56.5
 PSF. THE MAXIMUM DESIGN PRESSURE FOR THE FIBERGLASS
 DOORS, FL 16674-R3, AND STEEL DOORS, FL10599-R4, ARE
 BOTH -50 PSF , WHICH IS TOO LOW. PLEASE SUBMIT AN
 ADDITIONAL SHEET A1.2 WITH THE EXPOSURE "D" PRESSURES
 AND PRODUCT APPROVALS FOR THE DOORS WITH ADEQUATE
 MAXIMUM DESIGN PRESSURES.
  
 ****PROVISO****
  
 A SIGNED AND SEALED ORIGINAL WILL BE REQUIRED FOR THE
 *FINISHED CONSTRUCTION* ELEVATION CERTIFICATE PRIOR TO
 FINAL INSPECTION.
  
 BUILDING PHOTOGRAPHS, IN COLOR, WILL BE REQUIRED FOR
 THE *FINISHED CONSTRUCTION* ELEVATION CERTIFICATE.
 PHOTOGRAPHS OF ALL FLOOD VENTS, IF INSTALLED, WILL ALSO
 BE REQUIRED.
  
 REVISE THE SITE PLAN (SHEET SP1) TO INCLUDE THE
 FOLLOWING INFORMATION, FBC 107
  
 REVISE SITE PLAN TO INCLUDE THE NAME(S) OF ADJACENT
 STREET(S).
  
 REVISE SITE PLAN TO INCLUDE ALL DRAINAGE AND UTILITY
 EASEMENTS.
  
 REVISE SITE PLAN TO INCLUDE ALL AREAS TO BE CLEARED,
 CUT, GRADED, OR FILLED
  
  
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2014-12-30 Cont ID  
Sent By rmcdouga Date 2014-12-30 Time 17:39 Rev Time 0.00
Received By rmcdouga Date 2014-12-29 Time 16:14 Sent To  
Notes
2014-12-30 10:19:24PLAN REVIEW COMMENTS
  
 2ND REVIEW: FBC 2010
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THE SCOPE OF WORK FOR THIS PROJECT IS A SUBSTANTIAL
 IMPROVEMENT BASED ON FEMA AND CITY OF WEST PALM BEACH
 FLOOD ORDINANCE REQUIREMENTS. THE STRUCTURE IS LOCATED
 IN A SPECIAL FLOOD HAZARD AREA, SPECIFICALLY AN A5
 FLOOD ZONE WITH A 7' ELEVATION. THE CITY OF WEST PALM
 BEACH'S FLOOD ORDINANCE REQUIRES A 6 INCH "FREEBOARD".
 THEREFORE THE REQUIRED MINIMUM FINISHED FLOOR ELEVATION
 IS 7.5' BFE (NGVD 29). ALL OF THE EQUIPMENT, THE
 EXISTING, THE NEW AND THE FINISHED FLOOR OF THE
 ATTACHED GARAGE IS REQUIRED TO BE AT OR ABOVE 7.5' BFE.
 SPECIFY COMPLIANT ELEVATIONS ON THE PLANS. A
 PRE-CONSTRUCTION ELEVATION CERTIFICATE BASED ON THE
 CONSTRUCTION DRAWINGS IS REQUIRED. FBC R322
 -THE ELEVATION CERTIFICATE THAT WAS SUBMITTED FOR THE
 EXISTING STRUCTURE CONTAINS ERRORS.
 -THE PLAT NUMBER SHOULD BE 3.
 -THE LONGITUDE SHOULD HAVE A MINUS SIGN IN FRONT OF IT.
 -THE DECIMAL NUMBER COORDINATES THAT ARE LISTED ON THE
 CERTIFICATE ARE INCORRECT.
 -THE ELEVATIONS SPECIFIED ON SHEET S1.0 ARE NOT IN
 COMPLIANCE WITH THE CITY'S FLOOD ORDINANCE AND
 FBC-R322.1.
 -A PRE-CONSTRUCTION ELEVATION THAT IS BASED ON THE
 PROPOSED CONSTRUCTION WHICH IS REQUIRED TO COMPLY WITH
 THE CITY'S FLOOD ORDINANCE IS REQUIRED TO BE SUBMITTED.
  
 2) THE STRUCTURE IS LOCATED WITHIN 600 FEET OF THE
 INTER-COASTAL WATER WAY AND THEREFORE IT IS IN EXPOSURE
 CATEGORY D. PLEASE REVISE THE PLANS AND THE COMPONENT &
 CLADDING PRESSURES. FBC R301.2.1.4.3
 -THE EXPOSURE CATEGORY WAS CHANGED TO "D" ON THE PLANS,
 HOWEVER, THE COMPONENT AND CLADDING PRESSURES FOR THE
 WINDOWS AND EXTERIOR DOORS WERE NOT INCREASED
 ACCORDINGLY. FBC-R301.2.1 NOTE: YOU WILL NEED TO REVIEW
 THE MAXIMUM DESIGN PRESSURES LISTED IN THE PRODUCT
 APPROVALS FOR THE WINDOWS, DOORS AND OTHER COMPONENTS
 AND CLADDING PRODUCTS TO MAKE SURE THEY ARE ADEQUATE.
  
 3) THE ENERGY CALCULATIONS LIST A 50 GALLON WATER
 HEATER AND A 120 GALLON WATER HEATER IS SPECIFIED ON
 THE PLANS. PLEASE CORRECT. FBC 107.2.1
 -SEE PLAN SHEETS A1.0 AND M1.0
  
 4) R401.4 SOIL TESTS. WHERE QUANTIFIABLE DATA CREATED
 BY ACCEPTED SOIL SCIENCE METHODOLOGIES INDICATE
 EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER QUESTIONABLE
 SOIL CHARACTERISTICS ARE LIKELY TO BE PRESENT, THE
 BUILDING OFFICIAL SHALL DETERMINE WHETHER TO REQUIRE A
 SOIL TEST TO DETERMINE THE SOIL'S CHARACTERISTICS AT A
 PARTICULAR LOCATION. THIS TEST SHALL BE DONE BY AN
 APPROVED AGENCY USING AN APPROVED METHOD. STRUCTURE IS
 LOCATED IN AN AREA OF QUESTIONABLE SOIL. SUBMIT A
 SIGNED AND SEALED SUBSURFACE SOIL REPORT.
 -THE ADDRESS ON THE SOIL REPORT HAS 8011 ARLINGTON ROAD
 AND THE PROJECT IS LOCATED AT 8011 ARLINGTON PLACE.
 -THE SOIL REPORT THAT WAS SUBMITTED IS INCOMPLETE.
 FBC 1803.6 REPORTING.
 WHERE GEOTECHNICAL INVESTIGATIONS ARE REQUIRED, A
 WRITTEN REPORT OF THE INVESTIGATIONS SHALL BE SUBMITTED
 TO THE BUILDING OFFICIAL BY THE OWNER OR AUTHORIZED
 AGENT AT THE TIME OF PERMIT APPLICATION. THIS
 GEOTECHNICAL REPORT SHALL INCLUDE, BUT NEED NOT BE
 LIMITED TO, THE FOLLOWING INFORMATION:
 1. A PLOT SHOWING THE LOCATION OF THE SOIL
 INVESTIGATIONS.
 2. A COMPLETE RECORD OF THE SOIL BORING AND PENETRATION
 TEST LOGS AND SOIL SAMPLES.
 3. A RECORD OF THE SOIL PROFILE.
 4. ELEVATION OF THE WATER TABLE, IF ENCOUNTERED.
 5. RECOMMENDATIONS FOR FOUNDATION TYPE AND DESIGN
 CRITERIA, INCLUDING BUT NOT LIMITED TO: BEARING
 CAPACITY OF NATURAL OR COMPACTED SOIL; PROVISIONS TO
 MITIGATE THE EFFECTS OF EXPANSIVE SOILS; MITIGATION OF
 THE EFFECTS OF LIQUEFACTION, DIFFERENTIAL SETTLEMENT
 AND VARYING SOIL STRENGTH; AND THE EFFECTS OF ADJACENT
 LOADS.
 6. EXPECTED TOTAL AND DIFFERENTIAL SETTLEMENT.
 7. DEEP FOUNDATION INFORMATION IN ACCORDANCE WITH
 SECTION 1803.5.5.
 8. SPECIAL DESIGN AND CONSTRUCTION PROVISIONS FOR
 FOUNDATIONS OF STRUCTURES FOUNDED ON EXPANSIVE SOILS,
 AS NECESSARY.
 9. COMPACTED FILL MATERIAL PROPERTIES AND TESTING IN
 ACCORDANCE WITH SECTION 1803.5.8.
 10. CONTROLLED LOW-STRENGTH MATERIAL PROPERTIES AND
 TESTING IN ACCORDANCE WITH SECTION 1803.5.9.
  
 5) THE DOOR SCHEDULE SPECIFIES A FIBERGLASS DOOR, AN
 ARCHED TOP WOOD DOOR AND DOUBLE METAL FRENCH DOORS WITH
 GLAZING. THERE WERE NOT ANY PRODUCT APPROVALS SUBMITTED
 FOR THESE ITEMS AS REQUIRED BY DCA RULE 9N-3 AND FBC
 107.3.4.1
  
 6) THE PRODUCT APPROVAL THAT WAS SUBMITTED FOR THE
 STRUCTURAL MULLIONS IS LIMITED TO A MULLION LENGTH OF
 72". THIS IS TOO SHORT FOR THE TWO 36" X 96" FIXED
 WINDOWS (E). SUBMIT PRODUCT APPROVALS FOR THE MULLIONS
 THAT WILL BE USED ON THESE WINDOWS. DCA RULE 9N-3 AND
 FBC 107.3.4.1
  
 IN ORDER TO REDUCE PLAN REVIEW TIMES AND PROVIDE
 CLARIFICATION, PLEASE SUBMIT A RESPONSE LETTER
 INDICATING HOW EACH OF THE REVIEW COMMENTS HAS BEEN
 ADDRESSED.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-10-27 Cont ID  
Sent By rmcdouga Date 2014-10-27 Time 18:52 Rev Time 0.00
Received By rmcdouga Date 2014-10-23 Time 17:44 Sent To E
Notes
2014-10-25 11:09:40PLAN REVIEW COMMENTS
  
 1ST REVIEW: FBC 2010
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THE SCOPE OF WORK FOR THIS PROJECT IS A SUBSTANTIAL
 IMPROVEMENT BASED ON FEMA AND CITY OF WEST PALM BEACH
 FLOOD ORDINANCE REQUIREMENTS. THE STRUCTURE IS LOCATED
 IN A SPECIAL FLOOD HAZARD AREA, SPECIFICALLY AN A5
 FLOOD ZONE WITH A 7' ELEVATION. THE CITY OF WEST PALM
 BEACH'S FLOOD ORDINANCE REQUIRES A 6 INCH "FREEBOARD".
 THEREFORE THE REQUIRED MINIMUM FINISHED FLOOR ELEVATION
 IS 7.5' BFE (NGVD 29). ALL OF THE EQUIPMENT, THE
 EXISTING, THE NEW AND THE FINISHED FLOOR OF THE
 ATTACHED GARAGE IS REQUIRED TO BE AT OR ABOVE 7.5' BFE.
 SPECIFY COMPLIANT ELEVATIONS ON THE PLANS. A
 PRE-CONSTRUCTION ELEVATION CERTIFICATE BASED ON THE
 CONSTRUCTION DRAWINGS IS REQUIRED. FBC R322
  
 2) THE STRUCTURE IS LOCATED WITHIN 600 FEET OF THE
 INTER-COASTAL WATER WAY AND THEREFORE IT IS IN EXPOSURE
 CATEGORY D. PLEASE REVISE THE PLANS AND THE COMPONENT &
 CLADDING PRESSURES. FBC R301.2.1.4.3
  
 3) THE ENERGY CALCULATION FORM THAT WAS SUBMITTED
 INDICATES THAT THESE ARE WORST CASE CALCULATIONS. THE
 ATTACHED EQUIPMENT SIZING CALCULATIONS ARE NOT ALLOWED
 TO BE BASED ON WORST CASE. THEY ARE REQUIRED TO BE
 SPECIFIC TO THE ORIENTATION OF THE STRUCTURE. 403.6.1
 EQUIPMENT SIZING. HEATING AND COOLING EQUIPMENT SHALL
 BE SIZED IN ACCORDANCE WITH ACCA MANUAL S BASED ON THE
 EQUIPMENT LOADS CALCULATED IN ACCORDANCE WITH MANUAL J
 OR OTHER APPROVED HEATING AND COOLING CALCULATION
 METHODOLOGIES, BASED ON BUILDING LOADS FOR THE
 DIRECTIONAL ORIENTATION OF THE BUILDING. THE
 MANUFACTURER AND MODEL NUMBER OF THE OUTDOOR AND INDOOR
 UNITS (IF SPLIT SYSTEM) SHALL BE SUBMITTED ALONG WITH
 THE SENSIBLE AND TOTAL COOLING CAPACITIES AT THE DESIGN
 CONDITIONS DESCRIBED IN SECTION 302.1. THIS CODE DOES
 NOT ALLOW DESIGNER SAFETY FACTORS, PROVISIONS FOR
 FUTURE EXPANSION OR OTHER FACTORS WHICH AFFECT
 EQUIPMENT SIZING. SYSTEM SIZING CALCULATIONS SHALL NOT
 INCLUDE LOADS CREATED BY LOCAL INTERMITTENT MECHANICAL
 VENTILATION SUCH AS STANDARD KITCHEN AND BATHROOM
 EXHAUST SYSTEMS.
  
 4) THE ENERGY CALCULATION FORM IS REQUIRED TO BE SIGNED
 AND DATED BY THE OWNER/AGENT. FBC ENERGY CONSERVATION
 103.2.3.2
  
 5) THE ENERGY CALCULATIONS LIST A 50 GALLON WATER
 HEATER AND A 120 GALLON WATER HEATER IS SPECIFIED ON
 THE PLANS. PLEASE CORRECT. FBC 107.2.1
  
 6) R401.3 DRAINAGE.
 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.
  
 7) R401.4 SOIL TESTS. WHERE QUANTIFIABLE DATA CREATED
 BY ACCEPTED SOIL SCIENCE METHODOLOGIES INDICATE
 EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER QUESTIONABLE
 SOIL CHARACTERISTICS ARE LIKELY TO BE PRESENT, THE
 BUILDING OFFICIAL SHALL DETERMINE WHETHER TO REQUIRE A
 SOIL TEST TO DETERMINE THE SOIL'S CHARACTERISTICS AT A
 PARTICULAR LOCATION. THIS TEST SHALL BE DONE BY AN
 APPROVED AGENCY USING AN APPROVED METHOD. STRUCTURE IS
 LOCATED IN AN AREA OF QUESTIONABLE SOIL. SUBMIT A
 SIGNED AND SEALED SUBSURFACE SOIL REPORT.
  
 8) PROVIDE STRUCTURAL DETAILS FOR THE PROPOSED FIRE
 PLACE, INCLUDING THE FOUNDATION, FIREBOX DIMENSIONS,
 SMOKE CHAMBER DIMENSIONS, HEARTH EXTENSION DIMENSIONS,
 ETC. R1001.1 GENERAL. MASONRY FIREPLACES SHALL BE
 CONSTRUCTED IN ACCORDANCE WITH THIS SECTION AND THE
 APPLICABLE PROVISIONS OF CHAPTERS 3 AND 4. R1001.2
 FOOTINGS AND FOUNDATIONS. FOOTINGS FOR MASONRY
 FIREPLACES AND THEIR CHIMNEYS SHALL BE CONSTRUCTED OF
 CONCRETE OR SOLID MASONRY AT LEAST 12 INCHES (305 MM)
 THICK AND SHALL EXTEND AT LEAST 6 INCHES (152 MM)
 BEYOND THE FACE OF THE FIREPLACE OR FOUNDATION WALL ON
 ALL SIDES. FOOTINGS SHALL BE FOUNDED ON NATURAL,
 UNDISTURBED EARTH OR ENGINEERED FILL BELOW FROST DEPTH.
 IN AREAS NOT SUBJECTED TO FREEZING, FOOTINGS SHALL BE
 AT LEAST 12 INCHES (305 MM) BELOW FINISHED GRADE.
  
 9) PROVIDE STRUCTURAL DETAILS FOR THE CONSTRUCTION OF
 THE ARCHED OPENINGS. FBC-R 301.1 AND FBC 107.2.1
  
 10) THE TRUSS CONNECTOR SCHEDULE NEEDS TO BE COMPLETED
 TO CORRESPOND WITH SHEET S2.0 WITH MATCHING ID TAGS.
 R802.1.6.5 [IRC R802.10.5] TRUSS TO WALL CONNECTION.
 TRUSSES SHALL BE CONNECTED TO WALL PLATES BY THE USE OF
 APPROVED CONNECTORS HAVING A RESISTANCE TO DESIGN
 UPLIFT, LATERAL AND SHEAR FORCES. TRUSSES SHALL BE
 INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S DESIGN
 AND SPECIFICATIONS.
  
 11) SHOW HOW THE RAIN WATER WILL BE DISCHARGED FROM
 VERANDA #2. FBC R903.4 ROOF DRAINAGE. UNLESS ROOFS ARE
 SLOPED TO DRAIN OVER ROOF EDGES, ROOF DRAINS SHALL BE
 INSTALLED AT EACH LOW POINT OF THE ROOF. WHERE REQUIRED
 FOR ROOF DRAINAGE, SCUPPERS SHALL BE PLACED LEVEL WITH
 THE ROOF SURFACE IN A WALL OR PARAPET. THE SCUPPER
 SHALL BE LOCATED AS DETERMINED BY THE ROOF SLOPE AND
 CONTRIBUTING ROOF AREA. R903.4.1 OVERFLOW DRAINS AND
 SCUPPERS.
 WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT
 PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR
 PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4
 INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND
 SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED
 VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET
 SCUPPERS. AN OVERFLOW SCUPPER SHALL BE SIZED IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING.
  
 12) IN ORDER TO REDUCE PLAN REVIEW TIMES AND PROVIDE
 CLARIFICATION, PLEASE SUBMIT A RESPONSE LETTER
 INDICATING HOW EACH OF THE REVIEW COMMENTS HAS BEEN
 ADDRESSED.
  
 RESUBMITTAL PROCEDURE
 YOU ARE REQUIRED TO FILL OUT A RESUBMITTAL FORM TO BE
 SUBMITTED WITH THE CORRECTED PLANS.
 THE PERMIT CLERK WILL RETRIEVE THE DENIED APPLICATION,
 PLANS AND OTHER DOCUMENTS FOR YOU.
 YOU ARE REQUIRED TO REMOVE THE OLD PLAN SHEETS THAT
 HAVE BEEN CORRECTED AND REPLACE THEM WITH THE NEW ONES.
 THE CLERK WILL PROVIDE YOU WITH A STAPLE REMOVER AND A
 STAPLER. ONE SET OF THE OLD PLAN SHEETS THAT HAVE BEEN
 REMOVED SHALL BE MARKED AS VOIDED AND RESUBMITTED ALONG
 WITH THE TWO (OR MORE) SETS THAT CONTAIN THE CORRECTED
 SHEETS. IF THERE ARE ANY SHEETS THAT HAVE BEEN STAMPED
 FOR COUNTY IMPACT FEES, HOA APPROVAL STAMPS OR OTHERS,
 RESUBMIT THOSE SHEETS.
 IF ALL OF THE PLAN SHEETS HAVE BEEN CORRECTED, THEN TWO
 (OR MORE) SETS OF THE NEW PLANS SHALL BE SUBMITTED.
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2014-12-28 Cont ID  
Sent By skennedy Date 2014-12-28 Time 11:47 Rev Time 0.00
Received By skennedy Date 2014-12-28 Time 11:47 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2014-10-28 Cont ID  
Sent By dhayes Date 2014-10-28 Time 09:50 Rev Time 0.00
Received By dhayes Date 2014-10-28 Time 06:54 Sent To  
Notes
2014-10-28 09:49:4910/28/2014
 PROJECT: MORANO RESIDENCE
 PERMIT#: 14100394
 CODE: 2008 EDITION OF THE NEC, 2010 EDITION OF THE FBC
 ,2010 WPB AMENDMENTS TO THE FBC, CHAPTER 1,
 ADMINISTRATION, 2012 FBC SUPPLEMENTS.
 1ST ELECTRICAL PLAN REVIEW
 ACTION: DENIED
  
 1) PROVIDE A LIGHTING FIXTURE SCHEDULE INDICATING
 COMPLIANCE WITH THE FBC-R 402.4.5 RECESSED LIGHTING.
 AND FBC-R 404.1 LIGHTING EQUIPMENT. RECESSED LUMINAIRES
 INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE
 SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND
 UNCONDITIONED SPACES. A MINIMUM OF 50 PERCENT OF THE
 LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL
 BE HIGH-EFFICIENCY.
  
 2) PROVIDE THE LIGHTING PACKAGE SUBMITTALS TO ENSURE
 COMPLIANCE WITH THE LISTING REQUIREMENTS OF THE NEC
 110.3(B)
  
 3) ALL 125V SINGLE PHASE, 15 AND 20AMP RECEPTACLES
 INSTALLED IN THE LOCATIONS SPECIFIED IN (1) THROUGH (8)
 INCLUDING GARAGE DOOR OPENER OUTLETS, SHALL HAVE GROUND
 FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. NEC
 210.8.
  
 4) CHECK TOTAL LOAD ON LIGHTING BRANCH CIRCUIT SWITCH
 LEGS ON DIMMERS AND VERIFY DIMMER LISTING AND MAX LOAD
 APPROVED FOR USE. NEC 110.3(B)
  
 5) SEPARATE PERMIT APPLICATIONS ACCOMPANIED BY
 EQUIPMENT SUBMITTALS, AND SHOP DRAWINGS ARE REQUIRED
 FOR LOW VOLTAGE SYSTEMS SUCH AS BUT NOT LIMITED TO
 NETWORK, SECURITY, CCTV, & AUDIO/VIDEO.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. SEE LINK:
 HTTP://WPB.ORG/DEVELOPMENT/WP-CONTENT/UPLOADS/SITES/33/
 2013/09/APPLICATION_RESUBMITTAL_FORM_04132010.PDF
  
 ADDITIONALLY, PLEASE INSERT CORRECTED PAGES INTO
 SUBMITTAL PACKAGE AND LEAVE THE PREVIOUSLY REVIEWED
 SHEETS FOR COMPARATIVE REVIEW.
  
 DAVID HAYES, ELECTRICAL PLANS EXAMINER, PX3421,
 561-805-6717 OR [email protected]
  
Review Stop G GAS REVIEW
Rev No 2 Status N Date 2014-12-29 Cont ID  
Sent By rmcdouga Date 2014-12-29 Time 18:47 Rev Time 0.00
Received By rmcdouga Date 2014-12-29 Time 18:47 Sent To  
Notes
2014-12-29 18:51:43NO GAS PLANS OR PERMIT APPLICATION WERE SUBMITTED. A
 SEPARATE PERMIT, APPLICATION AND REVIEW IS REQUIRED FOR
 GAS.
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2014-10-24 Cont ID  
Sent By rmcdouga Date 2014-10-24 Time 09:12 Rev Time 0.00
Received By rmcdouga Date 2014-10-24 Time 08:23 Sent To  
Notes
2014-10-24 10:11:06PLAN REVIEW COMMENTS
  
 1ST REVIEW: FBC 2010
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
 GAS REVIEW IS DENIED.
  
 1) SUBMIT TWO SETS OF A GAS RISER DIAGRAM OR APPLY FOR
 GAS UNDER A SEPARATE PERMIT. FBC 107.3.5.3
  
 2) FBC FUEL GAS [M] 614.5 MAKEUP AIR. INSTALLATIONS
 EXHAUSTING MORE THAN 200 CFM (0.09 M3/S) SHALL BE
 PROVIDED WITH MAKEUP AIR. WHERE A CLOSET IS DESIGNED
 FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING
 HAVING AN AREA OF NOT LESS THAN 100 SQUARE INCHES (645
 MM2) FOR MAKEUP AIR SHALL BE PROVIDED IN THE CLOSET
 ENCLOSURE, OR MAKEUP AIR SHALL BE PROVIDED BY OTHER
 APPROVED MEANS.
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2015-01-28 Cont ID  
Sent By rmcdouga Date 2015-01-28 Time 11:13 Rev Time 0.00
Received By rmcdouga Date 2015-01-23 Time   Sent To  
Notes
2015-01-24 08:18:48SENT TORR. MCDOUGALS' DESK.
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-12-30 Cont ID  
Sent By rmcdouga Date 2014-12-30 Time 17:39 Rev Time 0.00
Received By rmcdouga Date 2014-12-10 Time 14:38 Sent To  
Notes
2014-12-10 14:40:02RE-SUBMITTAL SENT TO R1 BIN FOR REVIEW. JG.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-10-28 Cont ID  
Sent By dhayes Date 2014-10-28 Time 09:57 Rev Time 0.00
Received By dhayes Date 2014-10-14 Time 16:43 Sent To  
Notes
2014-10-14 16:44:51SENT TO R3 SHELF FOR REVIEW. JG.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2014-12-29 Cont ID  
Sent By rmcdouga Date 2014-12-29 Time 18:33 Rev Time 0.00
Received By rmcdouga Date 2014-12-29 Time 18:33 Sent To  
Notes
2014-12-29 18:35:11MU2014-20009
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2014-10-24 Cont ID  
Sent By rmcdouga Date 2014-10-24 Time 10:12 Rev Time 0.00
Received By rmcdouga Date 2014-10-23 Time 19:04 Sent To  
Notes
2014-10-24 10:14:58SUBMIT A COPY OF THE PAID RECEIPT FOR THE IMPACT FEES.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2014-12-29 Cont ID  
Sent By rmcdouga Date 2014-12-29 Time 18:47 Rev Time 0.00
Received By rmcdouga Date 2014-12-29 Time 18:35 Sent To  
Notes
2014-12-10 14:41:31NEW SHEET SUBMITTED. JG.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2014-10-24 Cont ID  
Sent By rmcdouga Date 2014-10-24 Time 07:05 Rev Time 0.00
Received By rmcdouga Date 2014-10-24 Time 06:52 Sent To  
Notes
***NONE***
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 2 Status P Date 2015-01-28 Cont ID  
Sent By shill Date 2015-01-28 Time 09:34 Rev Time 0.00
Received By shill Date 2015-01-28 Time 09:34 Sent To  
Notes
2015-01-28 10:57:38****PROVISO****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 A "BUILDING UNDER CONSTRUCTION" ELEVATION CERTIFICATE
 WILL BE REQUIRED BEFORE CONCRETE POUR.
  
 A SIGNED AND SEALED ORIGINAL WILL BE REQUIRED FOR THE
 *FINISHED CONSTRUCTION* ELEVATION CERTIFICATE PRIOR TO
 FINAL INSPECTION.
  
 BUILDING PHOTOGRAPHS, IN COLOR, WILL BE REQUIRED FOR
 THE *FINISHED CONSTRUCTION* ELEVATION CERTIFICATE.
 PHOTOGRAPHS OF ALL FLOOD VENTS, IF INSTALLED, WILL ALSO
 BE REQUIRED.
  
 PROVISO - PRIOR TO FINAL INSPECTION:
  
 REVISE THE SITE PLAN (SHEET SP1) TO INCLUDE THE
 FOLLOWING INFORMATION, FBC 107
  
 REVISE SITE PLAN TO INCLUDE THE NAME(S) OF ADJACENT
 STREET(S).
  
 REVISE SITE PLAN TO INCLUDE ALL DRAINAGE AND UTILITY
 EASEMENTS.
  
 REVISE SITE PLAN TO INCLUDE ALL AREAS TO BE CLEARED,
 CUT, GRADED, OR FILLED
  
 PROPOSED FFE IS SHOWN AS 7.0'. THE MINIMUM ELEVATION
 FOR THIS STRUCTURE IS 7.5'; PLEASE REVISE. SEE BUILDING
 COMMENTS.
  
  
  
  
  
  
  
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status F Date 2015-01-05 Cont ID  
Sent By shill Date 2015-01-05 Time 09:39 Rev Time 0.00
Received By shill Date 2015-01-05 Time 09:39 Sent To  
Notes
2015-01-05 09:40:07****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. REVISE THE ELEVATION CERTIFICATE AS FOLLOWS:
  
 ELEVATION CERTIFICATE PREPARED BY DAVID CUTLER DATED
 10/27/2014, JOB #5061, MICHAEL S. MORANO
  
 A. THE ELEVATION CERTIFICATE PROVIDED AT TIME OF
 APPLICATION FOR THIS PERMIT IS FOR *FINISHED
 CONSTRUCTION* FOR THE EXISTING STRUCTURE. PLEASE
 PROVIDE A *CONSTRUCTION DRAWINGS* ELEVATION CERTIFICATE
 WHICH INCORPORATES PROPOSED CONSTRUCTION ELEVATIONS AS
 WELL AS ADDRESSING THE FOLLOWING:
  
 B. A3, LEGAL DESCRIPTION ON ELEVATION CERTIFICATE IS
 NOT CONSISTENT WITH PROPERTY APPRAISER (SHOULD BE PLAT
 NO. 3). PLEASE ADVISE IF YOU BELIEVE THAT PAPA IS
 INCORRECT.
  
 C. A5, LATITUDE/LONGITUDE COORDINATES ARE TO BE THE
 CENTER FRONT OF THE BUILDING, ACCURATE WITHIN 66 FEET.
 COORDINATES ON EC APPEAR TO BE FOR 122 ARLINGTON PLACE.
  
 D. A5, LONGITUDE COORDINATE IS TO INCLUDE EITHER
 NEGATIVE OR WEST DESIGNATION.
  
 E. B6, INCLUDE FIRM INDEX DATE (3/1/1979).
  
 F. B7, REVISE THE FIRM PANEL EFFECTIVE/REVISED DATE
 FROM 3/1/2079 TO 3/1/1979.
  
 G. C2, BENCHMARK UTILIZED, PLEASE COMPLETE THIS FIELD.
  
 H. C2D, ATTACHED GARAGE IS CURRENTLY 6.8 WITH NO FLOOD
 VENTS. THIS IS TO BE 7.5' OR FLOOD VENTS INSTALLED. THE
 *CONSTRUCTION DRAWINGS* ELEVATION CERTIFICATE SHOULD
 INDICATE PROPOSED CONSTRUCTION (WITH CLARIFICATION IN
 THE COMMENTS SECTION IF NECESSARY).
  
 I. C2E, MACHINERY OR EQUIPMENT IS TO BE AT 7.5'.
  
 J. SECTION D, CHECK BOX FOR COMMENTS.
  
 K. INFORMATIONAL ONLY - SECTION D, A SIGNED AND SEALED
 ORIGINAL WILL BE REQUIRED FOR THE *FINISHED
 CONSTRUCTION* ELEVATION CERTIFICATE AT THE COMPLETION
 OF THE JOB.
  
 L. SECTION D, SEE INSTRUCTIONS; IF LATITUDE AND
 LONGITUDE ARE PROVIDED BY A LICENSED LAND SURVEYOR,
 NOTE HOW THIS INFORMATION WAS OBTAINED IN THE COMMENTS
 SECTION. REVISE COMMENTS TO INCLUDE SOURCE OF LAT/LONG
 COORDINATES.
  
 M. INFORMATIONAL ONLY - BUILDING PHOTOGRAPHS, IN COLOR,
 WILL BE REQUIRED FOR THE *FINISHED CONSTRUCTION*
 ELEVATION CERTIFICATE. PHOTOGRAPHS OF ALL FLOOD VENTS,
 IF INSTALLED, WILL ALSO BE REQUIRED.
  
 2. REVISE THE SITE PLAN (SHEET SP1) TO INCLUDE THE
 FOLLOWING INFORMATION, FBC 107
  
 1. REVISE SITE PLAN TO INCLUDE THE NAME(S) OF ADJACENT
 STREET(S).
  
 B. REVISE SITE PLAN TO INCLUDE ALL DRAINAGE AND UTILITY
 EASEMENTS.
  
 C. REVISE SITE PLAN TO INCLUDE ALL AREAS TO BE CLEARED,
 CUT, GRADED, OR FILLED
  
 D. PROPOSED FFE IS SHOWN AS 7.0'. THE MINIMUM ELEVATION
 FOR THIS STRUCTURE IS 7.5'; PLEASE REVISE. SEE BUILDING
 COMMENTS.
  
  
  
  
  
  
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2014-12-20 Cont ID  
Sent By tklarge Date 2014-12-20 Time 10:18 Rev Time 0.00
Received By tklarge Date 2014-12-18 Time 06:49 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2014-10-24 Cont ID  
Sent By rmcdouga Date 2014-10-24 Time 07:41 Rev Time 0.00
Received By rmcdouga Date 2014-10-24 Time 07:05 Sent To  
Notes
2014-10-24 07:45:26PLAN REVIEW COMMENTS
  
 1ST REVIEW: FBC 2010
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY PLUMBING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THE CLOTHES WASHER AND LAUNDRY TUB ARE MISSING FROM
 THE RISER DIAGRAM. FBC 107.2.1
  
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status P Date 2014-12-30 Cont ID  
Sent By rmcdouga Date 2014-12-30 Time 08:19 Rev Time 0.00
Received By rmcdouga Date 2014-12-30 Time 08:19 Sent To  
Notes
2014-12-30 08:18:56ROOFING MATERIAL
  
 1) ENTEGRA BELLA "HIGH S" CONCRETE TILE NOA
 NO.11-0414.08
Review Stop Z ZONING
Rev No 2 Status P Date 2014-10-21 Cont ID  
Sent By sgraham Date 2014-10-21 Time 08:39 Rev Time 0.00
Received By sgraham Date 2014-10-21 Time 08:39 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2014-10-16 Cont ID  
Sent By sgraham Date 2014-10-16 Time 16:04 Rev Time 0.00
Received By sgraham Date 2014-10-16 Time 16:04 Sent To  
Notes
2014-10-16 16:24:5910/16/14 ZONING FAIILED
  
 1. PROVIDE TWO UP TO DATE SURVEYS
2014-10-15 13:23:0010/15/14


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved