Plan Review Details - Permit 07030453
Plan Review Stops For Permit 07030453
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-06-05 Cont ID  
Sent By jwitmer Date 2007-06-05 Time 17:12 Rev Time 6.66
Received By jwitmer Date 2007-06-05 Time 17:12 Sent To PC
Notes
2007-06-05 18:27:35BUILDING PLAN REVIEW
 PERMIT: 07030453
 ADD: 2915 E TAMARIND AVENUE
 CONT: ALL-SITE CONSTRUCTION
 TEL: (561)718-9542
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 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) QUESTION ABOUT THE NOC UNDER THE DESCRIPTION OF
 IMPROVEMENTS IS THE TOTAL BUILDING BEING DEMOLISHED AND
 THEN REBUILT?
 NOTE IF WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT
 IS NOT ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE
 RECORDING THEREOF, SUCH NOTICE IS NULL & VOID
 . NOTE: 713.13(6)
  
 3) 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 PROJECT WAS DESIGNED.
 2004 FBC W/ 2006 AMENDMENTS
 2004/ 2006 FBC EXISTING BUILDING CODE CHAPTER 9
 ADDITIONS
 B) THE USE AND OCCUPANCY, IN ACCORDANCE
 WITH THE PROVISIONS OF CHAPTER 3.
 MIXED USE BUILDING .
 C) THE TYPE OF CONSTRUCTION AS DEFINED
 IN CHAPTER 6, TABLE 601.
 D) THE 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.
  
 4)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.
  
 5) 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.
  
 6)WILL THERE BE ANY WORK COMPLETED UNDERTHIS PERMIT
 ON THE EXISTING
 (3) BAY SHOP? IT APPEARS A NEW FACADE IS BEING ADDED?
 IT ALSO APPEARS THAT THE 3 GARAGE DOORS MAY RUN INTO
 THE BEAM? ADD INFO REQUIRED 106.1.2*
  
 7)SHEET 3 IIT APPEARS THIS IS A MIXED USE OCCUPANCY
 PROVIDE WHAT TYPE OF OCCUPANCY
 IS LOCATED WITHIN THE 3 BAYS?ADD INFO REQUIRED
 106.1.2*/ TABLE 302.3.2.
  
 8)PLEASE PROVIDE A SITE PLAN OR SURVEY PLACING THE
 PROPOSED BUILDING ON THE LOT, PROVIDE DIMENSIONS TO THE
 PROPERTY LINES AND IF THERE ARE ANY OTHER STRUCTURES
 LOCATED ON THIS PROPERTY?
  
 9)PROVIDE A SITE PLAN INDICATING COMPLIANCE WITH
 11-4.1.2(1) (1)AT LEAST ONE ACCESSIBLE ROUTE
 COMPLYING WITH SECTION 11-4.3 SHALL BE PROVIDED WITHIN
 THE BOUNDARY OF THE SITE FROM PUBLIC TRANSPORTATION
 STOPS, ACCESSIBLE PARKING SPACES, PASSENGER LOADING
 ZONES IF PROVIDED, AND PUBLIC STREETS OR SIDEWALKS, TO
 AN ACCESSIBLE BUILDING ENTRANCE.
  
 10) PROVIDE SITE PLAN WITH ACCESSIBLE PARKING
 11-4.1.2(5)(A) .
  
 11) PROVIDE ELEVATIONS OF THE FINISH FLOOR AND THE
 FRONT AND REAR STOOPS.11-4.5.2 CHANGES IN LEVEL.
 CHANGES IN LEVEL UP TO 1 / 4 INCHES (6 MM) MAY BE
 VERTICAL AND WITHOUT EDGE TREATMENT [SEE FIGURE 7 (C)].
 CHANGES IN LEVEL BETWEEN 1 / 4 INCH AND ? INCH (6 MM
 AND 13 MM) SHALL BE BEVELED WITH A SLOPE NO GREATER
 THAN 1:2 [SEE FIGURE 7 (D)]. CHANGES IN LEVEL GREATER
 THAN ? INCH (13 MM) SHALL BE ACCOMPLISHED BY MEANS OF A
 RAMP THAT COMPLIES WITH SECTION 11-4.7 OR 11-4.8 .
  
 12)PROVIDE 2 ORIGINAL SIGNED & SEALED SOILS REPORTS.
 FBC 1802.2.1 QUESTIONABLE SOILS,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 .
  
 13)SHEET# 3 INDICATES VARIOUS DOORS AS 2'-8"
 DOORWAYS BUT THE CLEAR WIDTH IS REQUIRED TO BE 32".
 11-4.13.5 CLEAR WIDTH.
 DOORWAYS SHALL HAVE A MINIMUM CLEAR OPENING OF 32
 INCHES (813 MM) WITH THE DOOR OPEN 90 DEGREES, MEASURED
 BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP [SEE
 FIGURE 24 (A), FIGURE 24 (B), FIGURE 24 (C), AND FIGURE
 24 (D)]. OPENINGS MORE THAN 24 INCHES (610 MM) IN DEPTH
 SHALL COMPLY WITH SECTIONS 11-4.2.1 AND 11-4.3.3 [SEE
 FIGURE 24 (E)].
  
 14)11-4.13.6 MANEUVERING CLEARANCES AT DOORS .
 MINIMUM MANEUVERING CLEARANCES AT DOORS THAT ARE NOT
 AUTOMATIC OR POWER-ASSISTED SHALL BE AS SHOWN IN FIGURE
 25 . THE FLOOR OR GROUND AREA WITHIN THE REQUIRED
 CLEARANCES SHALL BE LEVEL AND CLEAR.
  
 14) RESTROOMS LAVS11-4.19.2 HEIGHT AND CLEARANCES.
 LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER
 SURFACE NO HIGHER THAN 34 INCHES (865 MM) ABOVE THE
 FINISH FLOOR. PROVIDE A CLEARANCE OF AT LEAST 29 INCHES
 (735 MM) ABOVE THE FINISH FLOOR TO THE BOTTOM OF THE
 APRON. KNEE AND TOE CLEARANCE SHALL COMPLY WITH FIGURE
 31 .
  
 11-4.19.3 CLEAR FLOOR SPACE.
 A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES (760 MM BY
 1219 MM) COMPLYING WITH SECTION 11-4.2.4 SHALL BE
 PROVIDED IN FRONT OF A LAVATORY TO ALLOW FORWARD
 APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR
 OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM
 OF 19 INCHES (485 MM) UNDERNEATH THE LAVATORY (SEE
 FIGURE 32 ).
  
 11-4.19.4 EXPOSED PIPES AND SURFACES.
 HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE
 INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST
 CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES
 UNDER LAVATORIES.
  
 15) BREAK AREA SINK AND COUNTER: SINKS:11-4.24.2
 SINKS, HEIGHT. SINKS SHALL BE MOUNTED WITH THE COUNTER
 NO HIGHER THAN 34" ABOVE THE FINISH FLOOR.
 11-4.24.3 KNEE CLEARANCE THAT IS AT LEAST 27" HIGH
 30" WIDE, AND 19" DEEP SHALL BE PROVIDED UNDERNEATH
 SINKS. 11-4.24.5 CLEAR FLOOR SPACE.
 A CLEAR FLOOR SPACE AT LEAST 30 INCHES BY 48 INCHES
 (760 MM BY 1219 MM) COMPLYING WITH SECTION 11-4.2.4
 SHALL BE PROVIDED IN FRONT OF A SINK TO ALLOW FORWARD
 APPROACH. THE CLEAR FLOOR SPACE SHALL BE ON AN
 ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF 19
 INCHES (485 MM) UNDERNEATH THE SINK
  
 16) 1210.2 WALLS.
 WALLS WITHIN 2 FEET (610 MM) OF URINALS AND WATER
 CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT
 SURFACE, TO A HEIGHT OF 4 FEET (1219 MM) ABOVE THE
 FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE
 MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS
 NOT ADVERSELY AFFECTED BY MOISTURE.
  
 17) FL BLD CODE CHAP 13 ENERGY EFFICENCY PROVIDE
 ENERGY CALS/ W MANUAL "J"
  
 18) VENTILATION OF ATTIC SPACE 1203.2 THE NET FREE
 VENTILATING AREA SHALL NOT BE LESS THAN 1 / 150 OF THE
 AREA OF THE SPACE VENTILATED, WITH 50 PERCENT OF THE
 REQUIRED VENTILATING AREA PROVIDED BY VENTILATORS
 LOCATED IN THE UPPER PORTION OF THE SPACE TO BE
 VENTILATED AT LEAST 3 FEET (914 MM) ABOVE EAVE OR
 CORNICE VENTS WITH THE BALANCE OF THE REQUIRED
 VENTILATION PROVIDED BY EAVE OR CORNICE VENTS.
  
 19)SHEET A4 & A8 BOTH INDICATE A MONOLITHIC POUR
 PLANS SHOW COMPLIANCE WITH1805.2 DEPTH OF FOOTINGS.
 THE MINIMUM DEPTH OF FOOTINGS BELOW THE UNDISTURBED
 GROUND SURFACE SHALL BE 12 INCHES (305 MM).
  
 20)SHEET 5 OF 8 PLANS HAVE IN REDNEW ROOF DRAINS
 ONTO THE EXISTING ROOF. IS THERE A PARAPET ON THE LOWER
 FLAT ROOF? WHERE DOES THE WATER DRAIN TO?
  
 21) SHEET 8:
 21A) GENERAL NOTE 1 CLASSIFIES THIS AS A TYPE VI
 BUILDING R3 OCCUPANCY PLEASE CORRECT.
 21B) GENERAL NOTE 2 INDICATES CODES ADOPTED BY THE
 COUNTY, THIS IS A STATEWIDE CODE PLEASE CORECT. 21C)
 THERE ARE NUMEROUS AREAS OFTHE PLAN THAT INDICATES WORK
 TO BE COMPLETED UNDER THE HIGH WIND HURRICANE ZONES OF
 DADE AND BROWARD COUTIES CORECT.
 21D) HIGHLIGHTED IN YELLOW THERE ARE 8 REFRENENCES TO
 THE WRONG EDITION PLEASE SEE CHAPTER 35 FOR THE CURRENT
 REFRENECE STANDARDS.
 21E) FRAMING NOTE 18 REFRENECES THE 2001 FBC PLEASE
 CORRECT. FL BLD CODE 1609.1.4: COMPONENTS &
  
  
 22) CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD OR
 RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS FOLLOWS:
 A) WINDOWS FIXED
 B) SINGLE HUNG WINDOWS
 C) EXTERIOR GLAZED DOORS
 D) STORM SHUTTERS OR PANEL IF GLAZING DOESN'T MEET THE
 LARGE MISSILE IMPACT TESTING
 E) TRUSS ANCHORS
 F) ROOFING ASSEMBLIES
  
 23)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
  
 24)) 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.
  
 25) 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.
  
 26)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.
  
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME,
 AS A RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL
 COMMENTS MAY APPEAR THAT WERE NOT PART OF THIS REVIEW.
  
  
 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 2007-04-15 Cont ID  
Sent By dpalmer Date 2007-04-15 Time 09:04 Rev Time 0.00
Received By dpalmer Date 2007-04-14 Time 16:03 Sent To  
Notes
2007-04-15 09:04:46** UNSAT **
  
 ** PLEASE SEE ANY REFERENCES IN PLAN REVIEW NOTES TO
 CHAPTER 1 OF THE FBC ARE THAT WHICH IS ADOPTED BY THE
 CITY OF WEST PALM BEACH.
  
 1) NOTE: PLEASE KNOW THAT ANY PERMIT APPLICATIONS WHICH
 ARE SUBMITTED AFTER DECEMBER 8TH, 2006 PLACES PROJECTS
 UNDER THE NEW CODES ADOPTED BY THE STATE.
 PLANS AT THIS TIME DO NOT INDICATE ANY CODES.
 PLEASE SEE THAT THIS SHALL INCLUDE 2006 REVISIONS TO
 THE 2004 FBC FOR ALL TRADES AND THE 2005 NFPA-70.
 PLEASE KNOW THERE ARE CHANGES IN THE FBC WHICH MAY
 AFFECT DESIGNS FOR ALL TRADES.
 PLEASE LIST THE FOLLOWING ON ELECTRICAL SHEETS FOR THIS
 REVIEWER AT A MINIMUM.
 2004 FBC W/ 2006 REVISIONS
 2005 NFPA-70
 2002 NFPA-72
 2003 NFPA-101
  
 ** PLEASE SUBMIT COMPLETED PLANS FOR COMMERCIAL OFFICE
 BUILDING APPLICATION. AT THIS TIME THERE ARE MANY ITEMS
 ON PLANS WHICH ARE UNDER RESIDENTIAL DESIGN.
  
 2) NOTE: PLEASE SUBMIT COMPLETE PLANS WHICH ARE CLEAR
 AND VISIBLE FOR ALL ELECTRICAL CIRCUITS, DESIGNATIONS
 ETC ON PLANS. PLEASE SEE FBC 106.1.3 WHICH REQUIRES
 PLANS TO BE A MINIMUM OF QUALITY.
 THERE ARE SEVERAL ITEMS, CIRCUITS ON PLANS WHICH ARE
 NOT CLEAR.
 PLEASE SEE THERE ARE SOME CIRCUITS WHICH ARE INDICATED
 WHICH ARE NOT ON PANEL SCHEDULE.
 PLEASE SEE 408.4 OF THE NEC, AND THE FOLLOWING TEXT
 BELOW WHICH IS TAKEN DIRECTLY FROM THE NEC.
 PLEASE KNOW THAT THE PLANS NEED TO LABEL AND PROVIDE
 ROOM AND AREA DESIGNATIONS ON PLANS AND CORRELATE WITH
 THE PANEL SCHEDULES SHOWING ALL ROOMS AND AREAS IN
 WHICH CIRCUITS FEED WILL BE REQUIRED FOR EACH PANEL.
 PLEASE SEE TEXT WHICH IS TAKEN FROM COMMENTARY IN THE
 CODE WHICH STATES THE USE OF *GEN LT* ETC IS NOT
 ACCEPTABLE.
  
 *SECTION 408.4 WAS REVISED FOR THE 2005 CODE TO REQUIRE
 THAT THE IDENTIFICATION FOR EVERY CIRCUIT SUPPLIED BY A
 PANEL-BOARD OR SWITCHBOARD BE LEGIBLE AND CLEARLY STATE
 THE SPECIFIC PURPOSE FOR WHICH THE CIRCUIT IS USED.
 CIRCUITS USED FOR THE SAME PURPOSE MUST BE IDENTIFIED
 AS TO THEIR LOCATION. FOR EXAMPLE, SMALL APPLIANCE
 BRANCH CIRCUITS CAN SUPPLY OUTLETS IN THE KITCHEN,
 DINING ROOM, AND KITCHEN COUNTERTOPS. IDENTIFYING THE
 CIRCUITS AS SMALL APPLIANCE BRANCH CIRCUITS IS NOT
 ACCEPTABLE; INSTEAD, THEY SHOULD BE IDENTIFIED AS
 ``KITCHEN WALL RECEPTACLES,'' ``DINING ROOM FLOOR
 RECEPTACLE,'' OR ``KITCHEN COUNTERTOP RECEPTACLES LEFT
 OF SINK.'' CIRCUIT DIRECTORIES CONTAINING MULTIPLE
 ENTRIES WITH ONLY ``LIGHTS'' OR ``OUTLETS'' DO NOT
 PROVIDE THE SUFFICIENT DETAIL REQUIRED BY THIS
 SECTION.*
 408.4, 310.16, 240.4 ETC
 FBC 106.3.5.4
  
 3) NOTE: PLEASE SUBMIT PLANS DESIGNED FOR COMMERCIAL
 LOAD CALCULATIONS.
 PLEASE SEE 220.12, 220.14, 220.42, 220.44, 215.5,
 230.42 ETC.
 PLEASE SEE THERE ARE CIRCUITS WHICH ARE OVER LOADED.
 PLEASE SEE NO LOADS ARE SHOWN FOR COMMERCIAL
 APPLICATION.
  
 4) NOTE: PLEASE SUBMIT PLANS WHICH ARE COMPLIANT WITH
 THE 2004 FBC W/2006 REVISIONS FOR CHAPTER 13. PLEASE
 SEE 13-413.1ABC.1, 13-415.1.ABC.1.1, .1.2 AND .1.3.
 PLEASE SEE 13-415.1.AB.1.1, 13-415.2.
 NO FIXTURE LEGEND WAS SUBMITTED, NO ENERGY
 CALCULATIONS, NO PERFORMANCE CALCULATIONS, ETC
 AS PLANS DO NOT INDICATED ANY ELECTRICAL FOR EXISTING
 STRUCTURE, SOME OTHER ITEMS FOR CODE COMPLIANCE WITH
 RESPECT TO CHAPTER 13 CAN NOT BE DETERMINED AT THIS
 TIME.
  
 5) NOTE: PLEASE SEE PLANS INDICATE THIS AS AN ADDITION
 TO AN EXISTING STRUCTURE, HOWEVER HOW IS THIS EXISTING
 BEING FED FROM THE NEW ELECTRICAL SERVICE AS SHOWN.
 PLANS DO NOT SHOW CIRCUITING , FEEDS, OR INDICATE ANY
 ELECTRICAL FOR REVIEW.
 NO REVIEW FOR THIS CAN BE DONE AT THIS TIME.
 PLEASE SEE NEC 2005.
 FBC 106.1.2, 106.3.5.1.2
 COMPLETE PLANS.
  
 6) NOTE: PLEASE SEE 422.13 FOR LOADS FOR WATER HEATER.
  
 7) NOTE: PLEASE SEE BATH ROOMS WHICH ONLY INDICATE TWO
 FANS, NO CONTROL FOR THESE FANS AND NO LIGHTING IN
 THESE TWO BATH ROOMS??
 PLEASE COMPLETE PLANS.
 FBC 106.3.5.1.2
 LS 101 7.8
  
 8) NOTE: PLEASE SUBMIT THE AIC RATINGS FOR ALL SERVICE
 EQUIPMENT PER 110.9.
  
 9) NOTE: PLEASE SEE MISSING CWP AS PART OF THE GE
 SYSTEM PER 250.50
  
 10) NOTE: PLEASE SEE 700.12E FOR CIRCUITING OF
 EMERGENCY AND EXIT LIGHTS.
  
 11) NOTE: PLEASE SEE MISSING DISCONNECT FOR HWH.
 422.31
  
 12) NOTE: PLEASE SEE MISSING DISCONNECTS FOR AHU/ CU
 PER 440.11.
  
 13) NOTE: PLEASE SEE MISSING COMPLETED INFORMATION ON
 TITLE BLOCK FOR THE ARCHITECT OF RECORD PER FAC
 61G1-16.004.
  
 14) NOTE: ** ARCHITECT OF RECORD NEEDS TO SEE FS
 481.221.
 ONE COPY OF PLANS IS BEING RETAINED.
  
 ** PLEASE KNOW AS THERE ARE MANY ITEMS NOT SUBMITTED TO
 SHOW CODE COMPLIANCE AND PLANS ARE NOT COMPLETE AT THIS
 TIME, THERE MAY BE NEW COMMENTS WHEN PLANS ARE
 RESUBMITTED DUE TO CHANGES AND INFORMATION BEING
 SUBMITTED FOR THE FIRST TIME FOR REVIEW.
  
 * ** 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 II
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
2007-04-15 08:02:102007-04-15 08:02:10
 REVIEW IN PROGRESS
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2007-05-17 Cont ID  
Sent By mawillia Date 2007-05-17 Time 16:47 Rev Time 0.00
Received By mawillia Date 2007-05-17 Time 15:52 Sent To  
Notes
2007-05-17 16:41:31*****DENIED*****
  
  
 1.ON THE APPROPIATE EXTERIOR ELEVATION WHICH FRONTS
 EAST TAMARIND AVENUE, DISPLAY THE NUMERICAL ADDRESS OF
 THE BUILDING.AS PER WEST PALM BEACH CODE, ADDRESS
 NUMBERS SHALL BE NO LESS THAN 6" IN HEIGHT AND NO LESS
 THAN 1" IN WIDTH.
  
 2.NFPA 101 - 2003 EDITION SHALL BE REFERENCED.
  
 3.STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR
 DEMOLITION OPERATIONS SHALL COMPLY WITH NFPA 241.
  
 4.CONSTRUCTION AND/OR DEMOLITION OPERATIONS SHALL NOT
 INTERFERE OR HINDER EMERGENCY RESPONSE ACCESS TO THE
 PROPERTY OR VICINITY THEREOF (INCLUDING ROADS, STREETS,
 FIRE LANES).
  
 5.IT IS INDICATED ON SHEET 7 THAT THERE WILL BE PULL
 STATIONS AND SMOKE DETECTORS.WILL THESE DEVICES BE
 TIED INTO A LOCAL OR A MONITORED FIRE ALARM SYSTEM?
  
 6.PLEASE DECLARE INTERIOR WALL AND CEILING FINISH
 MATERIAL IN EXITS, EXIT ACCESS CORRIDORS, AND ALL OTHER
 AREAS AS CLASS A, CLASS B, OR CLASS C.BE SPECIFIC
  
 7.SHOW THE LOCATION OF THE 2A:10BC RATED FIRE
 EXTINGUISHER(S) WHICH SATIFIES THE 75' TRAVEL
 DISTANCE.
  
  
 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 3 Status N Date 2008-02-28 Cont ID  
Sent By adarroug Date 2008-02-28 Time 16:13 Rev Time 0.00
Received By adarroug Date 2008-02-28 Time 16:13 Sent To  
Notes
2008-02-28 16:19:34TO "COMM" BD#60
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2007-03-26 Cont ID  
Sent By spalmer Date 2007-03-26 Time 18:50 Rev Time 0.00
Received By spalmer Date 2007-03-26 Time 19:12 Sent To  
Notes
2007-03-26 18:50:25COMM BOARD # 41
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date   Cont ID  
Sent By   Date 2007-03-26 Time   Rev Time 0.00
Received By adarroug Date 2007-03-13 Time 14:27 Sent To  
Notes
2007-03-13 14:27:18TO "MISC" BOX#1/PER "RBROWN"
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2007-04-24 Cont ID  
Sent By hmoser Date 2007-04-24 Time 17:34 Rev Time 0.00
Received By hmoser Date 2007-04-24 Time 17:34 Sent To  
Notes
2007-04-24 17:46:57PLAN DENIED
 1) PLEASE PROVIDE TWO SETS OF ENERGY CALCULATIONS WITH
 PLANS.
 2) PLEASE INDICATE RETURN AIR ON MECHANICAL PLANS. 3)
 DUCT DETECTORS SHALL BE INSTALLED PER MANUFACTURER'S
 INSTALLATION INSTRUCTIONS AND LISTINGS.
 4) PLEASE REFER TO SECTION 606.4.1 SUPERVISION 2004 FBC
 (M).
 5) PLEASE REFER TO SECTION 602.2.1 MATERIALS EXPOSED
 WITHIN PLENUMS.
 PLAN REVIEW BY HAROLD MOSER 561-805-6732
Review Stop P PLUMBING
Rev No 1 Status F Date 2007-05-10 Cont ID  
Sent By bpowell Date 2007-05-10 Time 08:25 Rev Time 0.00
Received By kstevens Date 2007-05-09 Time 17:28 Sent To  
Notes
2007-05-10 09:08:50DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 BUILDING
 FBC-2004 EXISTING BUILDING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 1. ALL SHEETS. THE FIRM PHONE NUMBER IS REQUIRED IN THE
 TITLE BLOCK OF EACH SHEET. FAC 61G1-19.004(1) & FS
 481.2055.
  
 2. THE APPLICATION INDICATES THE REMODEL OF THE
 EXISTING BAYS. PLEASE SUBMIT AN EXISTING FLOOR PLAN,
 PRIOR TO REMODEL,FOR THE BAYS TO DETERMINE THE EXTENT
 OF THE REMODEL.PLEASE INDICATE ONE OR A COMBINATION
 OF LEVELS OF ALTERNATION OF THE EXISTING BAYS PER
 SECTIONS 303, 304 OR 305 OF THE EXISTING BLDG CODE.
 SECTION 301.5.
  
 3. PLEASE INDICATE THE OCCUPANCY AND USE OF THE
 EXISTING BAYS. SECTION 301.4.
  
 4. SUBMIT CALCULATIONS FOR THE PRIMARY AND SECONDARY
 ROOF DRAINS PER SECTIONS 1106 & 1107 WITH ALL
 SUBSECTIONS. IN THE CALCULATIONS SHOW THE SQUARE
 FOOTAGE OF THE ROOF, THE SQUARE FOOTAGE DRAINED BY EACH
 DRAIN. SHOW 1/2 AREA OF ALL VERTICAL WALLS INCLUDING
 PARAPETS ALONG WITH THE ROOF AREA OF ANY ROOF THAT
 DRAINS ONTO THE ROOF FROM ABOVE.--SHOW THE LOCATION
 OF ALL ROOF DRAINS, PRIMARY & SECONDARY. SHOW ALL PIPE
 SIZES FOR THE EXISTING ROOF DRAINS. IF SCUPPERS ARE
 USED SHOW THE SIZE OF EACH SCUPPER, HEIGHT, WIDTH &
 TOTAL SQUARE INCHES. INDICATE THE HEIGHT OFF THE ROOF
 TO THE FLOW LINE AS REQUIRED IN SECTION 1503.4.2 IF
 OVERFLOW SCUPPERS ARE USED.
  
 5. DRINKING FOUNTAINS ARE REQUIRED IN ALL OCCUPANCIES
 AND A SERVICE SINK IS REQUIRED IN SOME OCCUPANCIES.
 WHEN THE OCCUPANCY OF THE EXISTING BAYS IS ESTABLISHED,
 THE REQUIRED FIXTURES SHALL BE SHOWN WITH A NEW
 SANITARY RISER DIAGRAM AND WATER RISER DIAGRAM
 INDICATING ALL PIPE SIZES TRAPS, VENTS, VALVES ETC. FOR
 THE NEW FIXTURES. TABLE 403.1 & SECTION 106.3.5.1.3.
  
 6. SUBMIT A DETAIL FOR THE DRINKING FOUNTAINS SHOWING
 COMPLIANCE WITH SECTION 11-4.15 WITH ALL SUBSECTIONS AS
 WELL AS 11-4.11.3(10)(A) PROVISIONS FOR THOSE WHO HAVE
 DIFFICULTY BENDING OR STOOPING.
  
 7. SHT 3 THE NEW BLDG FLOOR PLAN. MENS AND WOMENS
 TOILET ROOMS SHALL BE ACCESSIBLE. PLEASE SUBMIT A
 DETAIL SHOWING COMPLIANCE WITH SECTIONS 11-4.16,
 11-4.19 & 11-4.22 WITH ALL SUBSECTIONS. SHOW THE W/C
 18" OFF THE WALL TO THE CENTERLINE OF THE FIXTURE PER
 FIG. 11-29. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR
 SPACE REQUIRED FOR ANY FIXTURE. SECTION 11-4.22.2(1).
  
 8. SHT 3 THE BATHROOM SHALL BE ACCESSIBLE OR ADAPTABLE.
 SHOW COMPLIANCE WITH SECTIONS 11-4.16, 11-4.19, 11-4.21
 & 11-4.22 WITH ALL SUBSECTIONS IF BATHROOM WILL BE
 ACCESSIBLE. SHOW COMPLIANCE WITH BACKING FOR FUTURE
 GRAB BARS FOR THE SHOWER & W/C, A TURNING AREA PER
 SECTION 11-4.2.3,SPACING FOR THE W/C BETWEEN THE
 SHOWER AND THE LAV, 18" OFF ONE FIXTURE AND A MINIMUM
 15" OFF THE OTHER FIXTURE, FOR A MINIMUM 33" OPENING,
 AND REQUIREMENTS FOR THE SHOWER PER 11-4.21 WITH
 RESPECT TO THE SHOWER VALVE, SEAT, & CURB IF THE
 BATHROOM WILL BE ADAPTABLE. SECTION 11-4.1.3(11).
  
 9. SHT 3 THE BREAKROOM SINK SHALL BE ACCESSIBLE. SUBMIT
 A DETAIL SHOWING COMPLIANCE WITH SECTION 11-4.24 AND
 ALL SUBSECTIONS. A TRUNING AREA COMPLYING WITH SECTION
 11-4.2.3 IS REQUIRED IN THE BREAK ROOM.
  
 10. SHT 4 THE PLUMBING RISER DIAGRAM DOES NOT REFLECT
 THE FLOOR PLAN, NOR DOES IT MEET CODE REQUIREMENTS. THE
 SHOWER IS MISSING, AND THE BREAK ROOM SINK SHALL
 DISCHARGE DOWNSTREAM OF THE BATHROOM FIXTURES. SECTIONS
 106.1.1 AND 909.1.--PLEASE PROVIDE A PLAN VIEW OF
 THE HORIZONTAL SANITARY PIPING AND SUBMIT A ISOMETRIC
 RISER DIAGRAM TO REFLECT THE PIPING LAYOUT ON THE
 HORIZONTAL PLAN VIEW. (SEE RED LINE EXAMPLES ON SHEETS
 3 & 4).
  
 11. SUBMIT A WATER RISER DIAGRAM TO REFLECT THE FLOOR
 PLAN. SHOW ALL PIPE SIZES, VALVES ETC. SECTION
 106.3.5.1.3(3)(10)(13).
  
 12. AN RPZV BACKFLOW IS REQUIRED ON THE WATER SERVICE
 TO THE BUILDING. INDICATE IF THERE IS AN EXISTING
 BACKFLOW AND SHOW THE SIZE OF THE WATER SERVICE PIPE
 PER TABLE 603.1. THIS CAN BE INDICATED ON THE WATER
 RISER DIAGRAM.
  
 13. THERMAL EXPANSION CONTROL IS REQUIRED PER SECTION
 607.3.2. PLEASE INDICATE METHOD.
  
 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.
  
 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 2007-04-02 Cont ID  
Sent By bpowell Date 2007-04-02 Time 15:49 Rev Time 0.00
Received By bpowell Date 2007-04-02 Time 15:49 Sent To  
Notes
2007-04-02 15:51:281. A SITE PLAN REVIEW IS REQUIRED BEFORE BEGINING THE
 PERMITTING PROCESS.
  
 BOBBY POWELL, PLANNER,
 822-1435, [email protected]


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