Plan Review Details - Permit 06120401
Plan Review Stops For Permit 06120401
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-01-18 Cont ID  
Sent By jwitmer Date 2007-01-18 Time 06:34 Rev Time 4.44
Received By jwitmer Date 2007-01-18 Time 06:34 Sent To  
Notes
2007-01-18 08:27:09BUILDING PLAN REVIEW
 PERMIT: 06120401
 ADD: 3415 S DIXIE HWY
 CONT: R&D CONSTRUCTORS
 TEL: (561)889-1751
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1STREVIEW
 ACTION: DENIED
  
 1)--- 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 NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 2) FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF
 THE COURT.
 NOTE: 713.13(2)
 IF THE WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS
 NOT ACTUALLY
 COMMENCED WITHIN 90 DAYS AFTER THE RECORDING THEREOF,
 SUCH NOTICE
 IS NULL & VOID. NOTE: 713.13(6)THE POSTING OF THE
 NOTICE OF
 COMMENCEMENT AT THE CONSTRUCTION SITE BEFORE THE FIRST
 INSPECTION.
  
 3) PLEASE PROVIDE A SURVEY,
  
 3202.2 ENCROACHMENTS ABOVE GRADE AND BELOW 8 FEET IN
 HEIGHT.
 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY ABOVE GRADE
 AND BELOW 8 FEET (2438 MM) IN HEIGHT SHALL BE
 PROHIBITED EXCEPT AS PROVIDED FOR IN SECTIONS 3202.2.1
 THROUGH 3202.2.3 . DOORS AND WINDOWS SHALL NOT OPEN OR
 PROJECT INTO THE PUBLIC RIGHT-OF-WAY.
  
 3202.2.2 ARCHITECTURAL FEATURES.
 COLUMNS OR PILASTERS, INCLUDING BASES AND MOLDINGS
 SHALL NOT PROJECT MORE THAN 12 INCHES (305 MM). BELT
 COURSES, LINTELS, SILLS, ARCHITRAVES, PEDIMENTS AND
 SIMILAR ARCHITECTURAL FEATURES SHALL NOT PROJECT MORE
 THAN 4 INCHES (102 MM).
  
 4) NEW ADDITION,
 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 .
  
 5) SHEET SP-1 THE DESIGNER HAS NOT PROVIDED THE MINIMUM
 BUILDING TYPE SEE TABLE 503. PLEASE PROVIDE THE
 FOLLOWING DESIGN CRITERIA:
 110.2* W. P. B. ADMINISTRATIVE
 CODE, INFORMATION THAT IS REQUIRED FOR
 RECORD KEEPING & FOR CERTIFICATE OF
 OCCUPANCY:
 A) THE EDITION OFTHE CODE UNDER WHICH
 THE PERMIT WAS ISSUED.
 B) THE USE AND OCCUPANCY, IN ACCORDANCE
 WITH THE PROVISIONS OF CHAPTER 3.
 C) THE TYPE OF CONSTRUCTION AS DEFINED
 IN CHAPTER 6, TABLE 601.
 D) THE DESIGN OCCUPANT LOAD, SEE 1004.
 E) IF AN AUTOMATIC SPRINKLER SYSTEM IS
 PROVIDED, WHETHER THE SPRINKLER SYSTEM
 IS REQUIRED.
 F) ANY SPECIAL STIPULATIONS & CONDITIONS
 OF THE BUILDING PERMIT.
  
 6 ) 109.3.10* IMPACT OF CONSTRUCTION.
 ALL CONSTRUCTION ACTIVITY REGULATED BY
 THIS CODE SHALL BE PERMORMED IN A MANNER
 SO AS NOT TO ADVERSELY IMPACT THE
 CONDITION OF ADJACENT PROPERTY, UNLESS
 SUCH ACTIVITY IS PERMITTED TO AFFECT
 SAID PROPERTY PURSUANT TO A CONSENT BY
 THE APPLICABLE PROPERTY OWNER, UNDER
 TERMS & CONDITIONS AGREEABLE TO THE
 APPLICABLE PROPERTY OWNER.THIS INCLUDES
 BUT IS NOT LIMITED TO THE CONTROL OF
 DUST, NOISE, WATER OR DRAINAGE RUN-OFF,
 DEBRIS, AND THE STORAGE OF CONSTRUCTION
 MATERIALS. NEW CONSTRUCTION ACTIVITY
 SHALL NOT ADVERSELY IMPACT HISTORIC
 SURFACE WATER DRAINAGE FLOWS SERVING
 ADJACENT PROPERTIES, & MAY REQUIRE
 SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED SITES.
 ACCORDINGLY, DEVELOPERS, CONTRACTORS,
 AND OWNERS OF ALL NEW RESIDENTIAL
 DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
 PATIOS, DRIVEWAYS, DECKS, OR SIMILAR
 ITEMS, ON EXISTING PROPERTIES RESULTING
 IN A DECREASE IN EXCESS OF 800SQ FT OF
 PERMEABLE LAND AREA ON ANY PARCELL SHALL
 AS A PERMIT CONDITION, PROVIDE A
 PROFESSIONALLY PREPARED DRAINAGE PLAN
 CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE
 IMPROVEMENT, A CERTIFICATE FROM A
 LICENSED ENGINEER SHALL BE SUBMITTED TO
 THE INSPECTOR IN ORDER TO RECEIVE
 APPROVAL OF THE FINAL INSPECTION.
  
 7 ) 109.3.10.1 HURICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO
 ALLOW CONSTRUCTION RELATED MATERIALS
 EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
 OTHERWISE UNSECURED AT A CONSTRUCTION
 SITE FROM 24 HRS. AFTER A HURRICANE
 WATCH HAS BEEN ISSUED UNTIL THE
 HURRICANE WATCH OR WARNING HAS BEEN
 LIFTED. ALL SUCH CONSTRUCTION MATERIALS,
 EQUIPMENT AND DEBRIS SHALL BE EITHER
 REMOVED FROM THE CONSTRUCTION SITE OR
 SECURED IN SUCH A MANNER AS TO MINIMIZE
 THE DANGER OF SUCH CONSTRUCTION
 MATERIALS, EQUIPMENT AND DEBRIS CAUSING
 DAMAGE TO PERSONS OR PROPERTY FROM HIGH
 WINDS.
 ANY PERSONS WHO FAILS TO COMPLY TO
 REMOVE OR SECURE THE CONSTRUCTION
 MATERIALS EQUIPMENT AND DEBRIS WITHIN
 24 HRS AFTER A HURRICANE WATCH HAS BEEN
 ISSUED SHALL BE SUBJECT TO A FINE NOT TO
 EXCEED $500.00.
 IN ADDITION TO THE ABOVE, A LICENSED
 CONTRACTOR WHO VIOLATES THIS SECTION
 SHALL BE SUBJECT TO DISCIPLINE PURSUANT
 TO SECTION 113 OF THIS CHAPTER.
  
 8) SHEET A-2 EXISTING ROOF PLAN, THE MAIN ROOF
 INDICATES THE USE OF (3) 4" ROOF DRAINS, THE PLANS
 INDICATE (1) DRAIN IS TO BE CLOSED UP. THE DRAINS ARE
 AT THE LOW POINT IN THE ROOF. THE EMERGENCY OVER FLOWS
 ARE AT THE HIGH POINT IN THE ROOF , A NOT ON THE PLAN
 INDICATES THERE TO BE 12" OF SLOPE ON THE ROOF. IN
 OTHERWORDS IF THE 2 DRAINS GET PLUGGED 12"OF WATER
 WILL POND ON THE ROOF BEFORE WATER WILL BEGIN TO
 CASCADE OVER THE EMERGENCY OVERFLOWS!!!!
 1503.4.2 SCUPPER.
 WHERE REQUIRED FOR ROOF DRAINAGE, A SCUPPER SHALL BE
 PLACED LEVEL WITH THE ROOF SURFACE IN A WALL OR
 PARAPET. THE SCUPPER SHALL BE LOCATED AS DETERMINED BY
 THE SLOPE AND THE CONTRIBUTING AREA OF THE ROOF. THE
 EXTERIOR FACING OR LINING OF A SCUPPER, IF METAL, SHALL
 BE THE SAME AS FLASHING MATERIAL REQUIRED BY SECTIONS
 1503 THROUGH 1510 FOR THE PARTICULAR TYPE OF COVERING
 SPECIFIED FOR THE BUILDING. FOR OTHER TYPE MATERIALS,
 FOLLOW MANUFACTURER?S SPECIFICATIONS.
  
 1503.4.3
 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.
  
 9) SHEET A-2 ON THE NEW ROOF THE SAME SITUATION APPEARS
 OVERFLOWS ARE SHOWN ON THE WEST SIDE OF THE BUILDING
 WITH 8" OF SLOPE BEFORE WATER HITS THE EMERGENCY
 OVERFLOW.
  
 1503.4.3
 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.
  
 10) 1503.6 PROTECTION AGAINST DECAY AND TERMITES.
 CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE AT
 LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL,
 WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR
 SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON
 ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM)
 HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON
 A ROOF ABOVE ANOTHER ROOF.
  
 11) DISCUSSING THIS PROJECT WITH THE PLANNEER ERIC
 SCHNEIDER HE INDICATED ALL A/C CONDENSORS WILL BE
 REQUIRED TO BE INSTALLED ON THE ROOF, PLEASE NOTE:
 11A)1503.5 ROOF VENTILATION.
 INTAKE AND EXHAUST VENTS SHALL BE PROVIDED IN
 ACCORDANCE WITH SECTION 1203.2 AND THE MANUFACTURER?S
 INSTALLATION INSTRUCTIONS.
  
 11B) PROVIDE ENGINEERS CALS ARE OK FOR THE ADDITIONAL
 ROOF LOADS.106.1.2* ADDITIONAL INFORMATION REQUIRED.
  
 11C) PRE-ENGINEERED A/C STANDS WILL REQUIRE FLORIDA
 PRODUCT APPROVAL RULE 9B-72 FL ADMINISTRATIVE CODE.
  
 11D) 13-404.1.ABC.1 ROOF/CEILING THERMAL ENVELOPES.
 THE ROOF OR CEILING WHICH FUNCTIONS AS THE BUILDING?S
 THERMAL ENVELOPE SHALL BE INSULATED TO AN R -VALUE OF
 AT LEAST R-10. ROOF INSULATION SHALL NOT BE INSTALLED
 ON A SUSPENDED CEILING WITH REMOVABLE CEILING PANELS.
 SEE SECTION 13-B-1.3 FOR INSULATION INSTALLATION
 REQUIREMENTS.
 PROVIDE THE INSULATION PRODUCT APPROVAL OR ROOFING
 PRODUCT APPROVAL. "HIGHLIGHT" WHICH SUBSYSTEM SHALL BE
 USED.
  
 12)1609.1.4 PROTECTION OF OPENINGS.
 IN WIND-BORNE DEBRIS REGIONS, EXTERIOR
 GLAZING THAT RECEIVES POSITIVE PRESSURE
 IN THE LOWER 60 FEET (18.3 M) IN
 BUILDINGS SHALL BE ASSUMED TO BE
 OPENINGS AND THE BALANCE OF GLAZED
 OPENINGS IN THE REST OF THE BUILDING
 SHALL BE ASSUMED TO BE ZERO UNLESS SUCH
 GLAZING THAT RECEIVES POSITIVE PRESSURE
 IS IMPACT RESISTANT OR PROTECTED WITH AN
 IMPACT RESISTANT COVERING MEETING THE
 REQUIREMENTS OF SSTD 12, ASTM E 1886 AND
 ASTM E 1996, OR MIAMI-DADE TAS 201, 202
 AND 203 REFERENCED THEREIN AS FOLLOWS:
 1.GLAZED OPENINGS LOCATED WITHIN 30
 FEET (9.1 M) OF GRADE SHALL MEET THE
 REQUIREMENTS OF THE LARGE MISSILE TEST.
 2.GLAZED OPENINGS LOCATED MORE THAN
 30 FEET (9.1 M) ABOVE GRADE SHALL MEET
 THE PROVISIONS OF THE SMALL MISSILE
 TEST.
  
 12A) 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 APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 12B)WPB ADMIN CODE 106.3* PRODUCT
 APPROVALS. THOSE PRODUCT WHICH ARE
 REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 12C)FL BLD CODE 1609.1.4: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) STOREFRONT DOORS (GLAZED) SINGLE & DOUBLE DOORS
 B) EXTERIOR HOLLOW METAL DOORS
 C) STRUCTURAL COMPONENTS: WOOD CONNECTORS, BUCKETS
 AND OR STRAPS
 D) WALL LOUVERS
 E) ROOFING ASSEMBLIES
 F)PRE-ENGINEERED A/C STANDS
  
 13) THE PRODUCT APPROVALS FOR ARCH STOREFRONT , PLEASE
 HIGHLIGHT WHICH GLAZING TO BE INSTALLED AND ALSO
 HIGHLIGHT WHICH MULLIONS SHALL BE USED.
  
 14) SHEET A-10 DETAIL D-10 IS MISSING A LEDGER BOARD AT
 THE CORNER WHERE THE WALL AND CEILING MEET.
  
 15)S-1 PLANS DO NOT PROVIDE INFORMATION FOR TERMITE
 SOIL TREATMENT.
 1816.1 TERMITE PROTECTION.
 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED
 TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
 BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR
 OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED
 FOR USE AS A PREVENTATIVE TREATMENT TO NEW
 CONSTRUCTION. SEE SECTION 202 , REGISTERED TERMITICIDE.
 UPON COMPLETION OF THE APPLICATION OF THE TERMITE
 PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL
 BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED
 PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING
 STATEMENT: ?THE BUILDING HAS RECEIVED A COMPLETE
 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
 TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS
 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE
 AND CONSUMER SERVICES.?
  
 16)IMPACT FEES: PLEASE SEND PLANS TO PALM BEACH
 COUNTY
 BUILDING DEPARTMENT FOR ASSESSMENT. NOTE THERE MAY BE A
  
 TAX DECREASE SINCE ZONING IS REQUIRING A 5'-0" SET BACK
 ON
 THE REBUILD PORTION OF THE PROJECT.
  
 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.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2007-01-14 Cont ID  
Sent By dpalmer Date 2007-01-14 Time 10:38 Rev Time 0.00
Received By dpalmer Date 2007-01-14 Time 08:41 Sent To  
Notes
2007-01-14 10:41:15** UNSAT **
  
 ** PLEASE SEE THE PERMIT NUMBER BEING REFERENCED ON
 PERMIT APPLICATION IS FOR DEMO WORK ONLY AND IS NOT FOR
 ANY PART OF BUILD OUT.
  
 1) NOTE:PLEASE SEE THAT ALL CODES SHALL BE STATED ON
 PLANS FOR THE DESIGNS WHICH THEY ARE UNDER.
 PLEASE KNOW AS THIS WAS SUBMITTED FOR PERMIT AFTER
 DECEMBER 8TH, 2006, THE FOLLOWING NEW CODES ARE
 RELEVANT.
 2006 REVISIONS TO THE 2004 FBC AND THE 2005 NFPA-70
 (NEC).
 PLEASE SEE THE OTHER CODES WHICH ARE STATED ON PLANS
 FOR ELECTRICAL SHEETS WHICH ARE ALREADY STATED ARE:
 2002 NFPA-72 AND 2003 NFPA-101.
  
 2) NOTE: PLEASE SUBMIT ENERGY CALCULATIONS PER
 13-415.1.AB.1, PERFORMANCE CALCULATIONS PER 13-415.2.
 THESE ARE REQUIRED TO BE SIGNED DATED AND SEALED BY THE
 DESIGNER OF RECORD.
 PLEASE SUBMIT A FIXTURE LEGEND FOR LIGHTING FIXTURES
 TO BE INSTALLED AND CORRELATE WITH THE IDENTIFICATION
 ON PLANS. PLEASE BE SURE TO CORRELATE WITH THE
 PERFORMANCE CALCULATIONS AND ENERGY CALCULATIONS.
 PLEASE SEE 13-415.2.ABC.1.3 FOR EXTERIOR LIGHTING
 ALLOWANCE AND SHOW COMPLIANCE.
 NOT ENOUGH INFORMATION ON LIGHTING ALLOWANCES IS
 PROVIDED.
  
 3) NOTE: PLEASE SUBMIT AND INDICATE THE ACTUAL WIND
 LOAD DESIGNS FOR LIGHT POLES TO BE INSTALLED. (FBC
 140MPH) PLEASE INDICATE THE EPA FOR POLE(S) AND PROVIDE
 INFORMATION FOR THIS TO BE REVIEWED BY THE BUILDING
 REVIEWER.
 FBC 106.1.2 ADMIN SECTION.
 THIS SCOPE WILL NOT BE REVIEWED BY THE ELECTRICAL
 REVIEWER; HOWEVER THIS IS REQUIRED ON PLANS FOR CODE
 COMPLIANCE.
  
 4) NOTE: PLEASE CLARIFY SERVICE AND SERVICE RISER AS
 SHOWN.
 PLEASE INDICATE THE PHASES BEING USED TO EACH OF THE
 PANELS AS PANELS IN SPACES ARE BEING SHOWN AS SINGLE
 PHASE AND SERVICE IS 3-PHASE.
 PLEASE INDICATE DOUBLE LUGS FOR SERVICE TENANT MAINS
 FOR TAPS FOR CU'S.
 215.5, 230, 240.4
 FBC 106.1.2, 106.3.5.1.2
  
 5) NOTE: PLEASE INDICATE THE EQUIPMENT GROUNDING METHOD
 AFTER THE FIRST MEANS OF DISCONNECT. PLEASE SEE MISSING
 EQUIPMENT GROUNDING CONDUCTOR AFTER THE MAINS.
 PLEASE ALSO INDICATE A "FLOATING NEUTRAL" AT THE TENANT
 METERS. (THIS CAN BE DONE BY A NOTE).
 250.6, 250.24, 250.110, 250.122 ETC
  
 6) NOTE: PLEASE INDICATE ON THE ELECTRICAL PLANS THE
 COMPLIANCE FOR THE STATED 240.21B5. PLEASE SEE THE
 PREVIOUS ELECTRICAL SHEET E-2 DOES NOT INDICATE THE
 REQUIRED TERMINATION IN OVER CURRENT PROTECTION AS
 REQUIRED PER SECTION AS STATED ON PLANS.
 240.4, 310.16, 240.21 ETC.
 FBC 106.1.2
  
 7) NOTE: PLEASE CLARIFY LOAD ON AHU WHICH IS BEING
 SHOWN ON THE PANEL AS 14KW ON 20AMP BREAKER AND #12.
 PLEASE SEE MECHANICAL PLANS INDICATE THIS OCP YET, IF
 THE LOAD IS 14KW, THEN THE RATING OF THE CIRCUIT IS
 EXCEEDED?
 240.4, 310.16 ETC.
 IT IS NOT CLEAR IF HEAT LOADS EXISTS WHICH SEEM TO AS
 THE LOAD IS 14KW, IF THIS IS THE CASE PLEASE SEE
 424.3B.
  
 8) NOTE: PLEASE SUBMIT AND SHOW ALL CIRCUITING ON PLANS
 AND CORRELATE WITH A PANEL SCHEDULE WHICH IS REQUIRED
 TO BE SUBMITTED.PLEASE SEE SOME CIRCUITS ARE MISSING
 FROM ELECTRICAL DEVICES AND FIXTURES.
 PLEASE SEE SOME CIRCUITING WHICH IS SHOWN ON PLANS DOES
 NOT CORRELATE WITH THE PANEL SCHEDULES SUBMITTED.
 (CIRCUITS ON PLANS ARE BLANK/SPACE ON SCHEDULE).
 PLEASE SEE THAT SOME ITEMS FOR CODE COMPLIANCE CAN NOT
 BE VERIFIED AT THIS TIME.
 408.4, 310.16, 240.4
 FBC 106.1.2, 106.3.5.1.2 ADMIN SECTION.
  
 9) NOTE: PLEASE SUBMIT COMPLETE LOAD CALCULATIONS FOR
 EACH SPACE AND CORRELATE WITH THE LOADS ON PANEL
 SCHEDULES. PLEASE CORRELATE LOADS FOR A/C'S. PLEASE
 ALSO CORRELATE UNIT LOADS ON THE BUILDING SERVICE LOAD
 CALCULATIONS. THIS IS A COMMERCIAL BUILDING AND
 COMPLETE LOADS CAN NOT BE VERIFIED AT THIS TIME.
 PLEASE SEE NEC 220.12, 220.14, 220.43(A) & (B), 220.44
 ETC.
 PLEASE ALSO SEE THAT ALL CONTINUOUS LOADS AND LARGEST
 MOTOR LOAD SHALL BE SHOWN AT 125% 215.3, 230.42 ETC.
 (SOME CONTINUOUS LOADS ARE SHOWN AT 125%)
  
 10) NOTE: PLEASE STATE ON PLANS THE INTENDED
 OCCUPANCIES. PLEASE KNOW BASED ON THE DESCRIPTION
 ALREADY ON ARCHITECTURAL SHEETS; PLEASE SEE MISSING
 SHOW WINDOW RECEPTACLES PER 210.62 AND LOADS PER
 220.43.
  
 11) NOTE: PLEASE SEE 2006 REVISIONS TO THE 2004 FBC
 13-415.1.ABC.1.1, .1.2 AND .1.3. PLEASE INDICATE
 COMPLIANCE FOR INTERIOR LIGHTING CONTROLS.
  
 12) NOTE: PLEASE SEE 700.12E FOR CIRCUITING EXIT AND
 EMERGENCY LIGHTING. PLEASE SEE SOME OF THESE MEET THE
 CODE, HOWEVER AS SOME CIRCUITS ARE MISSING VERIFICATION
 CAN NOT BE MADE.
 PLEASE SEE SOME FIXTURES ARE SHOWN CIRCUITED TO THE
 RECEPTACLE CIRCUITS.
  
 13) NOTE: PLEASE CLARIFY ROOF TOP GFI RECEPTACLE(S) FOR
 A/C UNITS. 210.63, 210.8B2
  
 14) NOTE: PLEASE STATE THE COLOR CODING FOR SERVICE
 CONDUCTOR ON RISER. (CAN BE DONE AS A NOTE) BLACK,
 ORANGE, RED AND WHITE.
 110.15
  
  
 ** PLEASE KNOW AS THERE IS INFORMATION NOT YET
 SUBMITTED FOR REVIEW, THERE MAY BE NEW COMMENTS ON NEXT
 REVIEW BASED ON REVISED PLANS AND/OR INFORMATION TO BE
 SUBMITTED.
  
 * ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE
 PICKED UP FOR CORRECTIONS, PLEASE BE
 SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW
 AND STAMPING. DO NOT LEAVE ANY
 OLD/VOIDED SHEETS IN SETS.
 PLEASE KNOW ONLY ONE SET OF THE
 OLD/VOIDED SHEETS SHOULD BE SUBMITTED
 FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND
 AVOID ANY DELAYS.
  
 ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
 COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
 THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
 NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
 REVIEWER.
  
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2007-02-07 Cont ID  
Sent By mawillia Date 2007-02-07 Time 10:48 Rev Time 0.00
Received By mawillia Date 2007-02-07 Time 10:47 Sent To  
Notes
2007-02-07 11:19:15*****DENIED*****
  
  
 1.THE 2003 EDITION OF NFPA 101 SHALL BE REFERENCED.
 ADD TO APPLICABLE CODES, SHEET SP-1
  
 2.COMBUSTIBLE WASTE MATERIALS, DUST, AND DEBRIS SHALL
 BE REMOVED FROM THE SITE AT THE END OF EACH SHIFT OR
 MORE FREQUENTLY AS NECESSARY FOR SAFE OPERATION.ADD
 TO NOTES, SHEET D-1
  
 3.THE DEMOLITION OF EXISTING AND/OR THE STOCKING OF
 NEW BUILDING MATERIALS & SUPPLIES SHALL NOT HINDER OR
 INTERFERE WITH ACCESS TO OR EXIT FROM THE STRUCTURE, OR
 THE VICINITY OF THE STRUCTURE (INCLUDING FIRE LANES).
 ADD TO NOTES, SHEET D-1
  
 4.SHOW/DISPLAY THE NUMERICAL ADDRESS ON THE EXTERIOR
 ELEVATION THAT FRONTS SOUTH DIXIE HIGHWAY.AS PER WEST
 PALM BEACH CODE, THE ADDRESS NUMBERS SHALL BE NO LESS
 THAN 6" IN HEIGHT AND 1" IN WIDTH.IN ADDITION THE
 APPROPIATE UNIT/TENANT NUMBER (NO LESS THAN 3" IN
 HEIGHT) SHALL BE DISPLAYED.ADD TO PROPOSED EAST
 (FRONT) ELEVATION, SHEET A-3
  
 5.INDICATE THE INTERIOR FINISH CLASSIFICATION FOR
 WALL AND CEILINGS IN THE PROPOSED STRUCTURE.
  
 6.WILL THE BUILDING/STRUCTURE BE EUIPPED WITH A FIRE
 ALARM AND/OR FIRE SPRINKLER SYSTEM?
  
 7.INDICATE THE LOCATION OF THE 2A:10BC FIRE
 EXTINGUISHER(S) FOR EACH TENANT SPACE.ADD TO SHEET
 LS-1
  
  
 TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
 LETTER INDICATING HOW/WHERE 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 2007-02-07 Cont ID  
Sent By mawillia Date 2007-02-07 Time 10:17 Rev Time 0.00
Received By mawillia Date 2006-12-17 Time 14:46 Sent To  
Notes
2007-01-08 15:32:15TO "COMM" BD#34
2006-12-17 14:47:15WAITING FOR "COMM" BD
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2007-01-16 Cont ID  
Sent By tgordon Date 2007-01-16 Time 14:58 Rev Time 1.00
Received By tgordon Date 2007-01-16 Time 14:58 Sent To  
Notes
2007-01-16 15:12:58*** DENIED ***
 1) SEE PAGE M-1 OUTSIDE AIR TABULATION AS PER ASHRAE
 62-1989, PER 2004 (2006 REV.) FBC/M CH.15 ASHRAE
 62.1-2004.
  
 2) PLEASE SHOW OUTSIDE AIR CALCULATIONS FOR EACH UNIT,
 SHOW CALCULATIONS EITHER BY ASHRAE 62.1-2004 OR 2004
 FBC/M 403.1.
  
 3) PLEASE SUBMIT ENERGY CALCULATIONS, PER 2004 FBC
 13-101.1.3 .
  
 4) PLEASE SUBMIT COOLING LOAD CALCULATIONS, PER 2004
 FBC 13-407.1.ABC.1.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.
Review Stop P PLUMBING
Rev No 1 Status F Date 2007-02-05 Cont ID  
Sent By kstevens Date 2007-02-05 Time 14:27 Rev Time 0.00
Received By kstevens Date 2007-02-03 Time 19:29 Sent To  
Notes
2007-02-05 14:43:12DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 BUILDING
 FBC-2004 CHAPTER 11
 FBC-2004 CHAPTER 1
  
 1. SHT A-2 ROOF PLAN, NEW ROOF SHOWS THE EMERGENCY
 OVERFLOW SCUPPER AT THE SOUTHEAST CORNER OF THE ROOF,
 BUT THE PRIMARY ROOF DRAIN IS LOCATED ON THE WEST SIDE
 OF THE ROOF. SECTION 1503.4.3 STATES THAT OVERFLOW
 SCUPPERS SHALL BE LOCATED AS CLOSE AS PRACTICAL TO THE
 REQUIRED VERTICAL LEADERS, DOWNSPOUTS, OR WALL/PARAPET
 SCUPPERS. PLEASE COMPLY WITH THIS SECTION.
  
 2. SHT A-2 EXISTING ROOF SHOW AN EXISTING ROOF DRAIN &
 SCUPPER TO BE CLOSED UP. AS SHOWN ON THE ROOF PLAN, 2/3
 OF THE ROOF AREA, (APPROX. 4511SF),WILL DRAIN TO THE
 EXISTING ROOF DRAIN IN THE MIDDLE OF THE EAST SIDE OF
 THE EXISTING ROOF. 1/3 OF THE AREA WILL BE DRAINED BY
 THE DRAIN ON THE NORTHEAST CORNER OF THE ROOF.
 CALCULATIONS INDICATE THAT THE TOTAL AREA WILL BE
 DIVIDED BY 2 AND SPLIT UP EVENLY. A 5" DRAIN WILL BE
 REQUIRED FOR THE DRAIN THAT IS DRAINING 2/3 OF THE
 AREA, AND THE EXISTING PIPE FOR THAT RWL WILL HAVE TO
 BE VERIFIED TO SEE IF THE SIZE IS SUFFICIENT TO DRAIN
 THE ADDED LOAD TO THAT DRAIN. PLEASE INDICATE THE SIZE
 OF THE EXISTING RWL SIZE FOR THE DRAINAND INDICATE IF
 THERE ARE ANY HORIZONTAL OFFSETS. INDICATE THIS SIZE OF
 THE HORIZONTAL BUILDING STORM DRAIN AT THE BASE OF THE
 RWL TO VERIFY IF THE PIPE SIZE MEETS CODE REQUIREMENTS.
 TABLE 1106.3.--PLEASE SUBMIT NEW CALCULATIONS FOR
 THE ROOF DRAIN SHOWING THE TOTAL AREA BEING DRAINED BY
 EACH DRAIN. SECTION 106.1.1.
  
 3. SHT A-2 EXISTING ROOF, THE EMERGENCY OVERFLOW
 SCUPPERS ARE LOCATED ON THE WEST SIDE OF THE ROOF, AND
 THE PRIMARY ROOF DRAINS ARE SHOWN ON THE EAST SIDE.
 SCUPPERS SHALL BE LOCATED AS CLOSE AS PRACTICAL TO THE
 REQUIRED VERTICAL LEADERS, DOWNSPOUTS OR WALL SCUPPERS.
 SECTION 1503.4.3.
  
 4. SHT P-2 DOMESTIC WATER RISER DIAGRAM SHOWS THE P/T
 DISCHARGE LINE TRAPPED UNDER THE SLAB. THIS IS NOT
 APPROVED PER SECTION 504.6.--THERMAL EXPANSION
 CONTROL IS REQUIRED PER SECTION 607.3.2. PLEASE
 INDICATE THE METHOD USED TO COMPLY.
  
 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 2007-01-25 Cont ID  
Sent By kdfreema Date 2007-01-25 Time 11:41 Rev Time 0.00
Received By kdfreema Date 2007-01-25 Time 11:41 Sent To  
Notes
2007-01-25 11:52:19**FAILED**
  
 1) AS THE PROPOSED BUILDING ADDITION IS GREATER THAN
 1,000 SQUARE FEET, AN INFORMAL SITE PLAN REVIEW IS
 REQUIRED.
  
 **PLEASE NOTE THAT THE FOLLOWING COMMENTS RELATE ONLY
 TO THE MATERIAL SUBMITTED FOR PERMITTING, MORE COMMENTS
 MAY BE GENERATED ONCE A COMPLETE APPLICATION FOR AN
 INFORMAL SITE PLAN REVIEW IS SUBMITTED.**
  
 2) A SIDE SETBACK OF 5 FEET IS REQUIRED FROM THE
 PROPERTY LINE ALONG AVENIDA ALEGRE.
  
 3) AS SHOWN, THE PROPOSED BUILDING INTRUDES INTO THE 20
 FOOT SAFE SIGHT TRIANGLE. THIS AREA MUST REMAIN
 UNOBSTRUCTED FROM 18-INCHES TO 8 FEET ABOVE GRADE.
  
 4) A 15 FOOT SETBACK IS REQUIRED FROM A RESIDENTIAL
 ZONING DISTRICT. THE RESIDENTIAL ZONING DISTRICT BEGINS
 AT A POINT 100 FEET WEST OF THE SOUTH DIXIE
 RIGHT-OF-WAY; THIS PUTS THE PROPOSED NEW STRUCTURE ONLY
 2 FEET FROM THE RESIDENTIAL ZONING DISTRICT.
  
 5) AS PROPOSED, THE MECHANICAL EQUIPMENT WILL BE
 LOCATED WITHIN THE AREA OF THE PROPERTY THAT CARRIES A
 RESIDENTIAL ZONING DISTRICT. THIS EQUIPMENT MUST BE
 RELOCATED OUTSIDE OF THAT AREA.
  
 6) PROPOSED IMPROVEMENTS EXCEED 50% OF THE VALUE OF THE
 STRUCTURE. AS SUCH, THE SITE MUST BE BROUGHT INTO
 COMPLIANCE WITH THE LANDSCAPING REGULATIONS. PLEASE SEE
 ARTICLE XIV FOR SPECIFIC REQUIREMENTS.
  
 PLEASE CONTACT KELLY FREEMAN, PLANNER, AT 561-822-1435
 WITH QUESTIONS.


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