Plan Review Details - Permit 07120119
Plan Review Stops For Permit 07120119
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2008-02-06 Cont ID  
Sent By lursu Date 2008-02-06 Time 15:27 Rev Time 0.00
Received By lursu Date 2008-02-06 Time 15:27 Sent To  
Notes
***NONE***
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2007-12-11 Cont ID  
Sent By lursu Date 2007-12-11 Time 09:05 Rev Time 0.00
Received By lursu Date 2007-12-11 Time 09:05 Sent To  
Notes
2007-12-11 09:08:21 
 ***FAILED***
 THE LOCATION OF THIS NEW PAVILION IS DEPICTED AS BEING
 PART OF THE PCN = 74424220000009000 WITH THE ADDRESS OF
 8264 NORTHLAKE BLVD ,HOWEVER SINCE THIS IS A NEW
 STRUCTURE, A NEW ADDRESS ( SUITE NUMBER MUST BE
 ASSIGNED ) .
  
 QUESTIONS/COMMENTS:
 LACRAMIOARA URSU
 MIS - GIS SUPPORT SPECIALIST
 CITY OF WEST PALM BEACH
 OFFICE:822-1239
 FAX: 822-1249
 E-MAIL:[email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-12-13 Cont ID  
Sent By jwitmer Date 2007-12-13 Time 11:35 Rev Time 7.77
Received By jwitmer Date 2007-12-13 Time 11:35 Sent To  
Notes
2007-12-13 15:40:17BUILDING PLAN REVIEW
 PERMIT: 07120119
 ADD: 8537 NORTHLAKE BLVD.
 CONT: "PLAN REVIEW" CONTACT: DANIEL ROBERGE
 TEL: (561) 644-7427
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1A)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE & 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.
  
 1B) PLEASE SUBMIT 2 OF ALL SURVEYS, PLANS, REPORTS,
 REVISIONS , PRODUCT APPROVALS AND OR SUBMITTALS FOR
 REVIEW FOR PERMIT.
 IF YOUR PROJECT WILL REQUIRE A RESIDENT INSPECTOR OR IF
 YOUR PROJECT IS A THRESHOLD BUILDING REQUIRING A
 THRESHOLD INSPECTOR THEN (3) THREE SETS OF ALL SAID
 DOCUMENTS WILL BE REQUIRED FOR PERMIT ISSUANCE. 106.1*
 /2004 SUBMITTAL DOCUMENTSWEST PALM BEACH
 ADMINISTRATIVE CODE.
  
 1C) 106.1.1* W.P.B. ADMINISTRATIVE CODE/2004 DRAWINGS &
 SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE FORM
 OF NOTES OR OTHERWISE, AS TO THE QUALITY OF MATERIALS,
 WHERE QUALITY IS ESSENTIAL TO CONFORMITY WITH THE
 TECHNICAL CODES. SUCH INFORMATION SHALL BE SPECIFIC TO
 THE TECHNICAL CODES "SHALL NOT BE CITED AS A WHOLE OR
 IN PART, NOR THE TERM "LEGAL" OR ITS EQUIVALENT BE USED
 AS A SUBSTITUTE FOR SPECIFIC INFORMATION". CONSTRUCTION
 DOCUMENTS SHALL BE SUFFICIENT CLARITY TO INDICATE THE
 LOCATION, NATURE AND EXTENT OF THE WORK PROPOSED AND
 SHOW IN DETAIL THAT IT WILL CONFORM TO THE PROVISIONS
 OF THIS CODE AND RELEVANT LAWS, ORDINANCES, RULES AND
 REGULATIONS, AS DETERMINED BY THE BUILDING OFFICIAL.
  
 1D ) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW)
 AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC
 BUILDING WITH THE2007 REVISIONS. SEE LS1 & S1 THE
 2006 IS REFRENENCED NOT THE 2007 FBC,PLEASE CORRECT.
  
 2)JOB LOCATION IS LOCATED IN A "A" FLOOD ZONE, AREA
 OF 100- YEAR FLOOD; BASE FLOOD ELEVATIONS & FLOOD
 HAZARD FACTORS NOT DETERMINED.FBC BUILDING 3110.1.2 /
 CITY OF WPB CODE OF ORDINANCES SECTION 94-546.
 STRUCTURE IS LOCATED IN AN "A" FLOOD ZONE. A FLOOD
 ELEVATION CERTIFICATE WILL BE REQUIRED.
  
 3) NOTE, THE DESIGNER HAS CREATED THE BUILDING TYPE AS
 A BUILDING TYPE III-B, THE MINIMUM BUILDING
 CLASSIFICATION IS A TYPE V-B. SINCE THE DESIGNER HAS
 DESIGNED THIS BUILDING TO THE MORE CRITICAL III-B, THE
 BUILDING REVIEW WILL
 TAKE PLACE AS A TYPE III-B BUILDING.
 602.3 TYPE III.
 TYPE III CONSTRUCTION IS THAT TYPE OF CONSTRUCTION IN
 WHICH THE EXTERIOR WALLS ARE OF NONCOMBUSTIBLE
 MATERIALS AND THE INTERIOR BUILDING ELEMENTS ARE OF ANY
 MATERIAL PERMITTED BY THIS CODE. FIRE-RETARDANT-TREATED
 WOOD FRAMING COMPLYING WITH SECTION 2303.2 SHALL BE
 PERMITTED WITHIN EXTERIOR WALL ASSEMBLIES OF A 2-HOUR
 RATING OR LESS.
 THE BUILDING DOES HAVE A STEEL FRAMEWORK CREATING
 PORTIONS OF THE WALLS AS NON-BEARING BUT THERE ARE TWO
 OTHER ELEMENTS TO CONSIDER:
 3A) THE EXISTINGPAVILION IS LESS THAN 30'-0" AWAY
 FROM THE NEW STRUCTURE, TABLE 602 WOULD STILL REQUIRE 1
 HR FIRE RESISTANCE AS WELL AS NON-COMBUSTIBLE.
 3B) THE OTHER ISSUE IS THE LOFT (MEZZANINEL EVEL) WILL
 STILL MAKE THESE WALLS BEARING WALLS.
 PLEASE PROVIDE CODE COMPLIANCE.
  
 4) SHEET A1 INDICATES A LOFT, THIS TERM IS IN ACTUALITY
 A MEZZANINE, MEZZANINE . AN INTERMEDIATE LEVEL OR
 LEVELS BETWEEN THE FLOOR AND CEILING OF ANY STORY WITH
 AN AGGREGATE FLOOR AREA OF NOT MORE THAN ONE-THIRD OF
 THE AREA OF THE ROOM OR SPACE IN WHICH THE LEVEL OR
 LEVELS ARE LOCATED (SEE SECTION 505 ).MEZZANINES ARE
 WITHIN A ROOM AND SHALL NOT EXCEED 1/3 OF THAT ROOM OR
 SPACE IN WHICH THEY ARE LOCATED. PLEASE PROVIDE THE
 1/3RD AREA CALCULATION.
  
 5) IT APPEARS ONLY ONE SOILS REPORT FROM TIERRA WAS
 SUBMITTED, TWO SIGNED AND SEALED REPORTS WILL BE
 REQUIRED.1802.2.1 QUESTIONABLE SOIL. WHERE THE
 SAFE-SUSTAINING POWER OF THE SOIL IS IN DOUBT, OR WHERE
 A LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS
 CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL REQUIRE
 THAT THE NECESSARY INVESTIGATION BE MADE. SUCH
 INVESTIGATION SHALL COMPLY WITH THE PROVISIONS OF
 SECTIONS 1802.4 THROUGH 1802.6 .
  
 6) PLEASE HAVE THE SOILS ENGINEER REVIEW THE STRUCTURAL
 FOUNDATION SYSTEM. THE SOILS ENGINEER INDICATES THE USE
 OF A DEEP FOUNDATION SYSTEM, THE REPORT INDICATES USE
 OF A CONCRETE PILE SYSTEM WITH TEST PILING. NO WHERE IN
 THE SOILS REPORT DOES THE SOILS ENGINEEER INDICATE USE
 OF A SHALLOW FOUNDATION SYSTEM, REUSE OF EXISTING PILE
 OR THE USE OFHECICAL SCREW PILING. PLEASE SUBMIT
 INFORMATION ON THE HELICAL STEEL PILING. 1808.2.3
 SPECIAL TYPES OF PILES.
 THE USE OF TYPES OF PILES NOT SPECIFICALLY MENTIONED
 HEREIN IS PERMITTED, SUBJECT TO THE APPROVAL OF THE
 BUILDING OFFICIAL, UPON THE SUBMISSION OF ACCEPTABLE
 TEST DATA, CALCULATIONS AND OTHER INFORMATION RELATING
 TO THE STRUCTURAL PROPERTIES AND LOAD CAPACITY OF SUCH
 PILES. THE ALLOWABLE STRESSES SHALL NOT IN ANY CASE
 EXCEED THE LIMITATIONS SPECIFIED HEREIN. PLEASE HAVE
 THE SOILSREPORT REFLECT THE TYPE OF SYSTEMS TO BE
 INSTALED AT THIS PROJECT.
  
 7) NOTE ONLY ONE SET OF PRODUCT APPROVAL WERE SUBMITTED
 PLEASE PROVIDE TWO SETS 106.1.
  
 8) THE ROOFING REPORT SUBMITTED INDICATES THE
 SUBSYSTEMS TO ALL BE NON INSULATED SYSTEMS. SHEET A3
 AND A5 BOTH INDICATE A RIGID INSULATION SYSTEM, PLEASE
 PROVIDE THE CORRECT REPORT. 106.1.2.
  
 (9) SHEET A5 DETAIL# 5 INDICATES THE USE OF TRUSS
 ANCHORS, NO FLORIDA APPROVAL WAS SUBMITTED NOR PRODUCT
 TESTING REPORT. FL BLD CODE 1609.1.4: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT
 INSPECTOR) OF PRODUCT TESTING REPORTS ,MISSING REPORTS
 ARE AS FOLLOWS:
 TRUSS ANCHORS
 STAGGERED EDGE CEMENT FIBER SHINGLES- SIDING IF THIS IS
 A HARDI-PLANKCIRCLE THE SUBSYSTEM TO BE USED IN THE
 REPORT
 BOARD AND BATTEN- SIDING- IF THIS IS A HARDI-PLANK
 SUBSYSTEM CIRCLE THE SUBSYSTEM TO BE USED IN THE
 REPORT
  
 106.3 PRODUCT APPROVALS SUBMITTED WITH PERMIT
 APPLICATION AFTER OCTOBER 1, 2003 ARE REQUIRED TO
 COMPLY WITH THE FLORIDA PRODUCT APPROVAL SYSTEM. FOR
 INFORMATION PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH STATEWIDE
 APPROVAL ARE REQUIRED TO BE SUBMITTED WITH A COVER
 SHEET THAT LISTS THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE STATEWIDE APPROVAL,
 SUBMIT AN APPLICATION FOR LOCAL PRODUCT APPROVAL OR
 SITE SPECIFIC FORM PER RULE 9B-72.
  
 10)SHEET A2 INDICATES THE USE OF CERTIFIED WOOD
 RAILING AND HANDRAIL SYSTEMS, PLEASE PROVIDE ADDITIONAL
 INFORMATION, 106.1.2.
  
 102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS
 OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF
 CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST
 RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT
 BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
 REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL BE
 APPLICABLE.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2007-12-07 Cont ID  
Sent By dpalmer Date 2007-12-07 Time 14:47 Rev Time 0.00
Received By dpalmer Date 2007-12-06 Time 16:58 Sent To  
Notes
2007-12-07 14:47:55** DENIED REVIEW **
  
  
 1) NOTE: PLEASE SEE THE ADDRESS ON PLANS AND THAT ON
 APPLICATION STATES 8537, HOWEVER PCN LOCATION AS
 APPLIED IS 8264 NORTHLAKE BLVD.
 THIS IS BEING SENT TO THE ADDRESSING REVIEWER FOR
 COORDINATION.
 ONCE THE ADDRESS IS DETERMINED, PLEASE ADJUST ALL
 DOCUMENTS AND TITLE BLOCKS AS NEEDED.
 FBC 106.3.5.1.2, 106.1.2, FAC 61G1-16.004,
 61G15-23.002
  
 PLEASE SEE PLANS HAVE ONLY BEEN SUBMITTED FOR *PLAN
 REVIEW* AND NOT FOR PERMIT APPLICATION.
 PLEASE KNOW WHEN PLANS ARE COMPLETELY CODE COMPLIANT,
 PLANS WILL STILL REMAIN IN A FAILED STATUS UNTIL SUCH
 TIME APPLICATION FOR PERMIT IS MADE.
 LICENSING AND OTHER ITEMS ARE REVIEWED AT THAT TIME.
  
 2) NOTE: PLEASE BE SURE THE FOLLOWING CODES ARE LISTED
 ON PLANS. SOME MAY ALREADY BE PRESENT HOWEVER PLEASE
 INCLUDE THE FOLLOWING ON ELECTRICAL PLANS AS WELL.
 2004 FBC W/2007 REVISIONS.
 2005 NFPA-70
  
 3) NOTE: PLEASE SEE PLANS LIST THE OCCUPANCY AS
 *MERCANTILE*, PLEASE VERIFY THIS AS THERE ARE ITEMS
 UNDER THE NEC WHICH WOULD REQUIRE SOME ITEMS IF THIS IS
 INDEED A MERCANTILE OCCUPANCY. (600.5, 210.62?)
 PLEASE SEE THE ENERGY CALCULATIONS STATE *CONVENTION
 CENTER* WHICH IS NOT A MERCANTILE OCCUPANCY.
 PLEASE SEE POSSIBLE COMMENTS FROM OTHER TRADES.
  
 4) NOTE: PLEASE SEE THE ENERGY CALCULATIONS AS
 SUBMITTED WERE NOT SIGNED, DATED OR SEALED BY THE
 RESPONSIBLE DESIGNER(S).
 PLEASE SEE 13-103.1.1.1.
 PLEASE ALSO BE SURE THE OWNER AGENT IS SIGNED ON.
  
 5) NOTE: PLEASE BE SURE TO CORRELATE ALL INFORMATION
 PLACED IN THE INPUT DATA REPORT WITH THAT OF THE
 ELECTRICAL ON PLANS.
 FOR EXAMPLE:
 PLEASE SEE THE FIXTURE WATTAGES SHOWN ON THE FIXTURE
 LEGEND DO NOT CORRELATE WITH THE IDR.
 PLEASE SEE THE NUMBER OF FIXTURES ON PLANS DO NOT
 CORRELATE WITH THE IDR.
 ETC.
 PLEASE ALSO BE SURE THE CALCULATIONS CONTAIN THE SAME
 SQ FT AS STATED AND SHOWN ON PLANS.
 PLEASE SEE 13-415.1.A
  
 6) NOTE: PLEASE SEE 13-413.1.ABC.2.1 AND .2.2 AND
 PLACED NOTES ON PLANS ACCORDINGLY.
  
 7) NOTE: PLEASE SEE RISER INDICATES AND *EQUIPMENT
 GROUNDING CONDUCTOR* FROM THE METER TO THE FIRST MEANS
 OF DISCONNECT. PLEASE SEE 250.24 AND 250.6 AS EQUIPMENT
 GROUNDING CONDUCTORS ARE ONLY INSTALLED AFTER THE FIRST
 MEANS OF DISCONNECT.
  
 8) NOTE: PLEASE SEE THE GROUNDING ELECTRODE RISER AS
 THE FOOTER STEEL AS REQUIRED IS MISSING PER 250.50.
 AS THIS PROJECT CONTAINS BOTH BUILDING STEEL AND FOOTER
 STEEL BOTH ARE REQUIRED.
  
 9) NOTE: PLEASE SEE 13-415.1.ABC.1.1 AND PROVIDE
 VOLTAGE DROP FOR THE SERVICE ENTRANCE
 CONDUCTORS/FEEDERS.
  
 10) NOTE: PLEASE PROVIDE MANUFACTURES SPEC/CUT SHEETS
 FOR THE PROPOSED INST-HOT WATER HEATER.
 PLEASE BE SURE THE UNIT CONTAINS A LISTING FROM A NRTL.
 (NATIONALLY RECOGNIZED TESTING LABORATORY.
 90.7, 110.3.
 FBC 106.1.2 FOR ADDITIONAL INFORMATION.
  
  
 ** THIS OFFICE EXPRESSES THAT IF THERE ARE ANY
 COMMENTS, QUESTIONS OR CLARIFICATION NEEDED TO PLEASE
 DO NOT HESITATE IN CONTACTING THIS OFFICE.
 PLEASE SEE BELOW FOR CONTACT INFORMATION.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2007-12-12 Cont ID  
Sent By rchokshi Date 2007-12-12 Time 13:22 Rev Time 0.00
Received By rchokshi Date 2007-12-12 Time 13:19 Sent To  
Notes
2007-12-12 13:22:30FAILED FOR FOLLOWING REASONS:
  
 1. PLEASE PROVIDE A COPY OF NOTICE OF INTENT (NOI).
 PLEASE APPLY AT FDEP, NPDES STORMWATER SECTION FOR
 NOI.
 YOU CAN GET NOI INFO FROM
 WWW.DEP.STATE.FL.US/WATER/STORMWATER/NPDES/
 NOTICE OF INTENT DEP FORM 62-621.300(4)(B),
 EFFECTIVE MAY 1, 2003
  
 2. PLEASE SHOW ON DRAWING ALL CITY STANDARDS NOTES FOR
 SIDEWALK, DRIVEWAY, APPROACH, PARKINGS, HANDICAP
 PARKINGS, DUMPSTER ENCLOSURE, YOU CAN GET A C D FOR ALL
 CITY STANDARDS NOTES FROM 1000, 45 STREET, ENGINEERING
 SERVICES, PHONE# 494-1040
  
 3. PLEASE SHOW ON DRAWINGSDUMPSTER & ITS ENCLOSURE
 DETAILS PER CITY OF WPB, &LOCATION ON DWG, LOCATION
 MUST BE ACCESSIBLE FOR PICKUP TRUCK.
  
 4. PLEASE SHOW ON CALCULATION THAT YOU HAVE CONSIDERED
 FLOOD ZONE AREA, & 5,10, 25, 100 YEAR FLOOD CRITERIA
 AND CROWN OF THE ROAD WHEN YOU DETERMINE THE FIRST
 FLOOR ELEVATION. FIRST FLOOR ELEVATION SHOULD BE
 ATLEAST 1 FOOT HIGHER THAN HIGHEST CROWN OF THE ROAD.
  
 5. PLEASE SHOW ON DRAINAGE DRAWINGTHE SITE AREA,
 GREEN, LAKE,PARKING AREA, IMPERVIOUS,PERVIOUS AREAYOU
 ARE DEVELOPING FOR THIS PROJECT . PLEASEMAKE SURE
 THESE AREAS SHOWN ON DRAINAGE DRAWINGS MUST MATCH WITH
 AND USED IN STORM WATER QUALITY CALCULATIONS. PLEASE
 PROVIDE A COPY OF THESE CALCULATIONS.
  
 6. PLEASE SHOW ALL STORM WATER PIPES AROUND YOUR SITE
 SO, WE CANSEE THE LAYOUT OF STORM WATER PIPES FROM
 ALL OTHER STORM WATER PIPES. PLEASE SHOW DETAIL OF THE
 CONTROL STRUCTURESWITH ELEVATIONS, NOTCHES, BLEEDING
 ELEVATION, ETC ON DRAWINGS, CALCULATION FOR
 EXFILTRATION TRENCHES, PLEASE SHOW DRY DETENTION/WET
 DETENTION AREAS IN STORM WATER CALS IF YOU HAVE ALL
 THESE.
  
 7. ALSO PLEASE SHOW ALL CATCH BASINS NEAREST,AROUND
 YOUR SITE FOR STORM WATER DRAIN SO YOUR SITE DO NOT GET
 FLOODED AND HAVE ENOUGH DRAINS.
  
 8. PLEASE PROVIDE A COPY OF SFWMD PERMIT,, &STORM
 WATER QUALITY CALCULATIONS. STORM WATER CALS MUST BE
 APPROVED FROM 100045TH STREET ENGINEERING SERVICES.
  
 9. PLEASE SHOW ON DRAWINGS THE POLLUTION PREVENTION
 DETAILS,CLOTHES USED FOR SILT ETC., PLANS SHOWING SILT
 FENCE AROUND THE SITE & CATCH BASINS DURING
 CONSTRUCTION AND ALL DEMOLITION PHASE.HEIGHT OF FENCE
 SHOULD BE HIGH ENOUGH PER FDEP TO STOP DUST PARTICLES.
  
 10. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH
 STREET (MANNY G.), UTILITY DEPT BEFORE WE APPROVED.
  
 PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR
 PERMITTING PROCESS
  
 RASIK CHOKSHI805-6723
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2007-12-28 Cont ID  
Sent By mawillia Date 2007-12-28 Time 15:56 Rev Time 0.00
Received By mawillia Date 2007-12-28 Time 15:00 Sent To  
Notes
2007-12-28 15:55:50*****DENIED*****
  
  
 1.THE NUMERICAL ADDRESS REGISTERED IN OUR SYSTEM
 (8246) DOES NOT CORRELATE WITH THAT LISTED ON THE
 APPLICATION AND/OR IN THE TITLE BLOCK OF EACH SUBMITTED
 PLAN SHEET (8537).
  
 2.STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION,
 DEMOLITION OPERATIONS SHALL COMPLY WITH NFPA 241.
  
 3.THE SCOPE OF OF WORK SHALL NOT HINDER OR INTERFERE
 WITH EMERGENCY ACCESS TO THE SAID PROPERTY AND/OF THE
 VICINITY THEREOF (INCLUDING STREETS ROADS, FIRELANES).
  
 4.ON SHEET A2, SHOW/DISPLAY THE NUMERICAL ADDRESS
 NUMBERS ON THE APPROPITE EXTERIOR ELEVATION.AS PER
 WEST PALM BEACH CODE, THE NUMBERS SHALL BE NO LESS THAN
 6: IN HEIGHT AND NO LESS THAN 1" IN STROKE/WIDTH.
  
 5.DETAIL THE FLAME SPREAD CRITERIA FOR THE COVERED
 ENTRY AND NEW DECK.
  
  
 TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
 LETTER INDICATING WHERE IN THE PLAN EACH ITEM WAS
 ADDRESSED
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2007-12-28 Cont ID  
Sent By mawillia Date 2007-12-28 Time 15:00 Rev Time 0.00
Received By mawillia Date 2007-12-06 Time 08:14 Sent To  
Notes
2007-12-06 08:18:56TO "COMM" BD#4--EXPEDITED--
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2007-12-06 Cont ID  
Sent By rregueir Date 2007-12-06 Time 15:02 Rev Time 0.00
Received By rregueir Date 2007-12-06 Time 08:23 Sent To  
Notes
2007-12-06 15:02:06REVIEW #: 1ST
 ACTION: DENIED
  
 FBC 2004 CODE FAMILY W/ 2007 AMENDMENTS
 FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH
  
 1. M0.1: THE SCHEDULE FOR VENTILATION DESIGN CONTAINS
 NO DATA. SHOW OUTSIDE AIR REQUIREMENTS IN ACCORDANCE
 WITH FBC, M 403.3 OR 403.4. ALSO, NOTE #3 CITES THE
 ASHRAE 50% RULE BASED ON ASHRAE 62 SEC 6.1.3.4. THIS
 APPEARS TO BE FROM ASHRAE 62-2001. AS THIS PLAN IS
 BEING SUBMITTED AFTER DECEMBER 8, 2006, THE CORRECT
 REFERENCE STANDARD IS ASHRAE 62.1-2004. SEC. 6.1.3.4 IS
 NOT A PART OF THIS STANDARD. OUTSIDE AIR VENTILATION
 SHALL BE DESIGNED IN ACCORDANCE WITH FBC, M TABLE 403.3
 OR ASHRAE 62.1-2004 IN ACCORDANCE WITH FBC, M 403.4.
 SEE FBC, M CHAPTER 15 FOR THE CORRECT REFERENCE
 STANDARDS.
  
 2. M0.1: HVAC GENERAL NOTE #11, MOVEABLE PARTS AND
 FIBERGLASS DUCTS SHALL ONLY BE PAINTED IF IT IS ALLOWED
 IN ACCORDANCE WITH THE LISTING OF THE ITEM BEING
 PAINTED. FBC, M 303.1
  
 3. M2.1: FOR AC-1, SHOW AUXILIARY DRAIN PROTECTION TO
 PREVENT CONDENSATE OVERFLOW IN ACCORDANCE WITH FBC, M
 307.2.3.
  
 4. M2.1: PROVIDE DETAIL SHOWING CONDENSING UNIT SECURED
 TO SLAB TO MEET MINIMUM WIND LOAD REQUIREMENTS IN
 ACCORDANCE WITH FBC, M 301.13 AND FBC 1609.
 NOTE: THE PRESCRIPTIVE METHOD OF ATTACHMENT LISTED IN
 FBC, M 301.13.1 APPLIES TO R-3 OCCUPANCIES ONLY.
  
 5. ENERGY: THE COMPLETION OF PROCEDURES DEMONSTRATING
 COMPLIANCE WITH THIS CODE FOR COMMERCIAL BUILDINGS
 SHALL BE SIGNED AND SEALED BY AN ARCHITECT OR ENGINEER
 LICENSED TO PRACTICE IN THE STATE OF FLORIDA IN
 ACCORDANCE WITH FBC 13-103.1.1.1. ALSO, THE BUILDING?S
 OWNER, THE OWNER?S ARCHITECT, OR OTHER AUTHORIZED AGENT
 LEGALLY DESIGNATED BY THE OWNER SHALL CERTIFY THAT THE
 BUILDING IS IN COMPLIANCE WITH THE CODE, AS PER SECTION
 553.907, FLORIDA STATUTES, PRIOR TO RECEIVING THE
 PERMIT TO BEGIN CONSTRUCTION OR RENOVATION IN
 ACCORDANCE WITH FBC 13-103.1.2. PROVIDE THESE MISSING
 ELEMENTS ON THE CERTIFICATIONS PAGE OF THE METHOD A
 FORMS.
  
 6: ENERGY: A COOLING LOAD CALCULATION SHALL BE
 PERFORMED FOR NEWLY INSTALLED UNITS. THIS CALCULATION
 (OR A SYSTEM SIZING SUMMARY, AS ALLOWED BY EXCEPTION 1)
 SHALL BE ATTACHED TO THE CODE COMPLIANCE FORM SUBMITTED
 TO THE BUILDING DEPARTMENT WHEN THE BUILDING IS
 PERMITTED IN ACCORDANCE WITH FBC 13-407.1.ABC.1.
  
 7. ENERGY: HVAC SYSTEMS AND EQUIPMENT SHALL BE SIZED TO
 PROVIDE NO MORE THAN THE SPACE AND SYSTEM LOADS
 CALCULATED IN ACCORDANCE WITH SECTION 407.1.ABC.1 PER
 FBC 13-407.1.ABC.1.1.
  
 8. ENERGY: SHUTOFF DAMPER CONTROLS ARE REQUIRED. BOTH
 OUTDOOR AIR SUPPLY AND EXHAUST SYSTEMS SHALL BE
 EQUIPPED WITH MOTORIZED DAMPERS THAT WILL AUTOMATICALLY
 SHUT WHEN THE SYSTEMS OR SPACES SERVED ARE NOT IN USE.
 GRAVITY (NONMOTORIZED) DAMPERS ARE ACCEPTABLE IN
 SYSTEMS WITH A DESIGN OUTSIDE AIR INTAKE OR EXHAUST
 CAPACITY OF 300 CFM OR LESS.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
 RONALD J. REGUEIRO
 561.805.6719
 [email protected]
Review Stop P PLUMBING
Rev No 1 Status F Date 2007-12-11 Cont ID  
Sent By kstevens Date 2007-12-11 Time 11:39 Rev Time 0.00
Received By kstevens Date 2007-12-11 Time 11:39 Sent To  
Notes
2007-12-11 12:13:52DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 BUILDING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
  
 1. SHT A-1 ROOM FINISH INDICATES PAINTED GWB. PAINTED
 GWB DOES NOT MEET THE REQUIREMENT FOR A HARD SURFACE
 REQUIRED IN SECTION 1210.2. (SMOOTH, HARD, NONABSORBENT
 SURFACE REQUIRED). PLEASE SHOW COMPLIANCE.
  
 2. SHT A-1 PER TABLE 403.1 A DRINKING FOUNTAIN IS
 REQUIRED. PLEASE INDICATE THE LOCATION.
  
 3. SUBMIT A DETAIL FOR THE DRINKING FOUNTAIN SHOWING
 COMPLIANCE WITH SECTION 11-4.15 WITH ALL SUBSECTIONS AS
 WELL AS SECTION 11-4.1.3(10)(A) PROVISIONS FOR THOSE
 WHO HAVE DIFFICULTY BENDING OR STOOPING UNLESS THE
 DRINKING FOUNTAIN IS A HI/LOW UNIT.
  
 4. SHT A-1 SHOW COMPLIANCE WITH THE FOLLING: ___FOR
 W/C:
 A. 11-4.16.5 FLUSH CONTROLS
 ___FOR LAV:
 A. 11-4.19.2 CLEARANCE
 B. 11-4.19.4 EXPOSED PIPES & SURFACES
 *W/C SHALL BE 1'6" OFF THE WALL TO THE CENTERLINE OF
 THE FIXTURE, AND THE LAV SHALL BE A MINIMUM OF 15" OFF
 THE WALL TO THE CENTERLINE OF THE FIXTURE. SEE FIG.
 28.
  
 5. SHT P2.1 SUBMIT THE MANUFACTURE SPECIFICATIONS AND
 INSTALLATION INSTRUCTIONS FOR THE VACUUM SANITARY
 SYSTEM AS WELL AS FOR THE VACUUM VALVE ASSEMBLY.
 SECTIONS 301.7, 303.1, 303.2 & 303.4.
  
 6. SHT P2.1 THE FLOOR PLAN AND THE SANITARY RISER
 DIAGRAM SHALL SHOW THE CLEANOUT REQUIRED BY SECTION
 708.3.5, NEAR THE JUNCTION OF THE BUILDING DRAIN AND
 THE BUILDING SEWER. PLEASE SHOW ON THE FLOOR PLAN AND
 THE RISER DIAGRAM.
  
 7. SHT P2.1 AN RPZV BACKFLOW IS REQUIRE ON THE WATER
 SUPPLY TO THE BUILDING. SECTION 608.13.2. PLEASE SHOW
 OR INDICATE ON THE WATER RISER DIAGRAM.
  
 8. SHT P2.1 WATER RISER DIAGRAM. THE WATER HAMMER
 ARRESTORS SHALL BE LOCATED NEAR THE FIXTURES IN AN
 "EFFECTIVE RANGE" NOT IN THE CEILING AS SHOWN. PDI-WH
 201 AND MANUF. INSTALLATION INSTRUCTIONS.
  
 9. ENERGY CALCULATION SHALL BE SIGNED, SEALED AND DATED
 BY THE DESIGN PROFESSIONAL. SECTION 13-103. THE OWNER'S
 AGENT SHALL ALSO SIGN THE CALCULATIONS.--NO
 INFORMATION IS GIVEN FOR THE INSTA HOT WATER HEATER.
 PLEASE SHOW REQUIREMENTS FOR THE WATER HEATER.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & 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. REMOVE ALL VOID
 SHEETS FROM ALL PLANS AND PLACE ONE SET OF THEM LOOSELY
 ON TOP OF THE COLLATED PLANS TO BE REVIEWED. THANK YOU
 FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date 2007-12-13 Cont ID  
Sent By lfranco Date 2007-12-13 Time 17:41 Rev Time 0.00
Received By lfranco Date 2007-12-12 Time 17:42 Sent To  
Notes
2007-12-13 17:50:11PLANNING AND ZONING:**** FAILED ****
  
 1. PROVIDE RESPONSES TO COMMENTS IN WRITING.
  
 2.PURSUANT TO SECTION 94-205 OF THE ZONING AND LAND
 DEVELOPMENT REGULATIONS ("ZLDR"), A MINIMUM BUILDING
 SEPARATION OF 24 FEET IS REQUIRED.THE PROPOSED
 PAVILION WITH THE EXISTING IS APPROXIMATELY 20 FEET AND
 DOES NOT COMPLY.REVISE ACCORDINGLY.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT ME.
  
 LINDA MIA FRANCO
 SENIOR PLANNER
 PLANNING AND ZONING DEPARTMENT
 TEL: (561) 822-1443
 EMAIL: [email protected]


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