Plan Review Details - Permit 06011055
Plan Review Stops For Permit 06011055
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2007-06-11 Cont ID  
Sent By jwitmer Date 2007-06-11 Time 17:57 Rev Time 3.33
Received By jwitmer Date 2007-06-11 Time 17:57 Sent To PC
Notes
2007-04-08 13:07:27NEW SHEETS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2007-03-20 Cont ID  
Sent By lmartine Date 2007-03-20 Time 16:14 Rev Time 0.00
Received By lmartine Date 2007-03-20 Time 16:14 Sent To  
Notes
2007-03-20 16:16:50PLANS WERE REVIEWED AND APPROVED BY JIM WITMER ON MARCH
 16TH, 2007, SEE PLANS FOR APPROVAL.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2006-08-07 Cont ID  
Sent By jwitmer Date 2006-08-07 Time 14:05 Rev Time 1.77
Received By jwitmer Date 2006-08-07 Time 14:05 Sent To  
Notes
2006-08-07 00:00:00BUILDING PLAN REVIEW
 PERMIT: 0611055
 ADD: 2924 AUSTRALIAN AVE.
 CONT: WOLFF & CO
 TEL: (561)968-0484 EXT 0
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1STREVIEW
 ACTION: DENIED
  
 1) 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 BEFORE A
 PERMIT WILL BE ISSUED. NOTE: 713.13(2)
 IF THE WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS
 NOT ACTUALLY COMMENCED
 WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID.
  
 3)PROVISO: 109.3.10* IMPACT OF
 CONSTRUCTION. ALL CONSTRUCTION ACTIVITY
 REGULATED BY THIS CODE SHALL BE
 PERMORMED IN A MANNER SO AS NOT TO
 ADVERSLY 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 HISTORICSURFACE WATER
 DRAINAGE FLOWS SERVING ADJACENT
 PROPERTIES, & MAY REQUIRE SPECIAL
 DRAINAGE DESIGNCOMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED SITES.ACCORDINGLY,
 DEVELOPERS,
 CONTRACTORS, AND OWNERS OF ALL NEW
 RESIDENTIAL DEVELOPMENET, 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 PROFESSIONALY
 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.
  
 4) PROVISO: 109.3.10.1 HURICANE
 PROTECTION. IT SHALL BE UNLAWFUL FOR ANY
 PERSON TO ALLOW CONSTRUCTION RELATED
 MATERIALS EQUIPMENET 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
 HIGHWINDS.
 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.
  
 5) COMPLIED.
  
 6) 2ND REQUEST,
 W P B ADMINISTRTIVE CODE 106.3.3*
 PRODUCT APPROVALS. THOSE PRODUCTS 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.
  
 7) 2ND REQUEST,DEPENDING ON THE PRODUCT
 APPROVALS THE CONTRACTOR SUBMITTED
 OR IF OTHER PRODUCTS WILL BE SUBSTITUTED
 FROM THE ORIGINAL SUBMITTAL.
 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.
  
 8) 2ND REQUEST, 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
  
 9) 2ND REQUEST, AGAIN DEPENDING ON THE
 CONTRACTORS NEXT SUBMITTAL THESE ARE THE
  
 REPORTS REQUIRED BY RULE 9B-72WITH
 FLORIDA COVER SHEET.
 A) FIXED GLASS
 B) STOREFRONT/ MULLIONS
 C) GLAZED DOORS
 D) EXT HOLLOW METAL DOORS
 E) OVERHEAD DOORS
 F)TRUSS ANCHORS
 G)ROOF ASSEMBLIES
 H) STORM SHUTTERS
  
 10) 2ND REQUEST,
 FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL
 IS NOT DEFINITLY KNOWN OR IS IN QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL
 PROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 11A) COMPLIED.
  
 11B) CONCRETE, PROVIDE THE EDITION OF
 ACI 318 LISTED IN CHAPTER 35 2004 FBC.
  
 11C) COMPLIED.
  
 11D) 2ND REQUEST, THE SAME NOTE
 REGAURDING HIGH RIB LATH NAILING INTO
 FRAMING: ASTM C-1063 7.10.2.3.
 EXPANDED 3/8" RIB LATH AND SHEET
 EXPANDED METAL LATH SHALL BE ATTACHED TO HORIZONTAL AND
 VERTICAL WOOD SUPPORTS
 WITH NAILS OR STAPLES TO PROVIDE AT
 LEAST 1 3/4" PENETRATION INTO HORIZONTAL
 WOOD SUPPORTS AND 3/4" PENETRATION INTO
 VERTICAL WOOD SUPPORTS.
  
 11E) COMPLIED.
  
 12A & B) BOTH DEAL WITH THE ICENENE
 INSULATION. SHEET A-10 DETAIL# 2
 INDICATES A EXTERIOR BLOCK WALL WITH A
 R=4.2 FOIL INSULATION TO THE CEILING
 HEIGTH. THIS IS TO BE A COMPLETE
 INSULATION PACKAGE TO THE UNDERSIDE OF
 THE ROOF, MISSING INSULATION ABOVE THE
 CEILING ON THE BLOCK WALL.
  
 THE SECOND ISSUE WITH THE ICENENE
 INSULATION IS THE REQUIREMENTS SET UP BY
 THE PALMBEACHCOUNTY BUILDING CODE
 ADVISORY BOARD FOR ALTERNATE MATERIALS
 AND METHODS. SEE ATTACHMENT. SEE
 REQUIREMENT 2 AND 3. REQUIREMENT# 2 WAS
 DISCUSSED IN THE PARAGRAPH ABOVE.
  
 THE THIRD ISSUE WILL BE TO GET A
 AFFIDAVIT FROM THE ROOFING MATERIAL /
 SYSTEMS MANUFACTURER, WHO SHALL PROVIDE
 AN AFFIDAVIT CERTIFYING USE OF THEIR
 PRODUCT OVER AN UNVENTED ATTIC SYSTEM. (NOTIRIZED).
  
 13) 2ND REQUEST, PLANS INDICATE VARIOUS
 TYPE OF TRUSS ANCHORS. THE PLANS
 INDICATE THE MANUFACTURER TO BE SIMPSON,
 BUT THE MODEL NUMBERS ARE USP. THE
 RESPONCE LETTER STATES USP. PLEASE
 CHANGE THE PLANS TO THE CORRECT
 MANUFACTURER.
  
 14) COMPLIED.
  
 15) 2ND REQUEST,
 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
 TEL: (561)805-6715
 FAX: (561)659-8026
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-04-24 Cont ID  
Sent By jwitmer Date 2006-04-24 Time 14:54 Rev Time 4.44
Received By jwitmer Date 2006-04-24 Time 14:54 Sent To  
Notes
2006-04-24 00:00:00BUILDING PLAN REVIEW
 PERMIT: 0611055
 ADD: 2924 AUSTRALIAN AVE.
 CONT: WOLFF & CO
 TEL: (561)968-0484 EXT 0
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1STREVIEW
 ACTION: DENIED
  
 1) 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 BEFORE A
 PERMIT WILL BE ISSUED. NOTE: 713.13(2)
 IF THE WORK DESCRIBED IN THE NOTICE OF
 COMMENCEMENT IS NOT ACTUALLY COMMENCED
 WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID.
  
 3) 109.3.10* IMPACT OF CONSTRUCTION. ALL
 CONSTRUCTION ACTIVITY REGULATED BY THIS
 CODE SHALL BE PERMORMED IN A MANNER SO
 AS NOT TO ADVERSLY 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 HISTORICSURFACE WATER
 DRAINAGE FLOWS SERVING ADJACENT
 PROPERTIES, & MAY REQUIRE SPECIAL
 DRAINAGE DESIGNCOMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED
 SITES.ACCORDINGLY, DEVELOPERS,
 CONTRACTORS, AND OWNERS OF ALL NEW
 RESIDENTIAL DEVELOPMENET, 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 PROFESSIONALY
 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.
  
 4) 109.3.10.1 HURICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO
 ALLOW CONSTRUCTION RELATED MATERIALS
 EQUIPMENET 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
 HIGHWINDS.
 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.
  
 5) 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.
  
 F) NUMBER OF ROOMS
  
 G) SQ. FT. LIV SPACE/ FL
  
 H) SQ. FT. FOOTPRINT
  
 I) SQ. FT. UNDER ROOF (TOTAL)
  
 J) OCCUPANT LOAD
  
 K) FLOOD ZONE
  
 L) FLOOD ELEVATION
  
 6) 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.
  
 7) 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.
 8) 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
  
 9) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) FIXED GLASS
 B) STOREFRONT/ MULLIONS
 C) GLAZED DOORS
 D) EXT HOLLOW METAL DOORS
 E) OVERHEAD DOORS
 F) TRUSS ANCHORS
 G) ROOF ASSEMBLIES
 H) STORM SHUTTERS
  
 10)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 .
  
 11) SHEET A-1
 11A) GENERAL NOTE# 1 CORRECT EDITION OF
 CODE, 2001 FBC
  
 11B) CONCRETE, EDITIONS OF ACI 318,
  
 11C) WOOD & PLASTICS( PLASTERS?)
 NOTE (3) HIGH RIB LATH TO BE NAILED AT
 6" O.C. SEE 2510.3 INSTALATION OF CEMENT
 PLASTER AND LATH, IT REFERS TO ASTM
 C-1063, 7.10.1.1. HI RIB LATH TO BE
 ATTACHED AT EACH RIB (4") O. C.
  
 11D) SAME NOTE INDICATES (CORRECT) HI-
 RIB LATH TO BE ATTACHED WOOD FRAMING
 WITH 1 1/2 ROOFING NAILS.
 ASTM C-1063 7.10.2.3.
 EXPANDED 3/8" RIB LATH AND SHEET
 EXPANDED METAL LATH SHALL BE ATTACHED TO
 HORIZONTAL AND VERTICAL WOOD SUPPORTS
 WITH NAILS OR STAPLES TO PROVIDE AT
 LEAST 1 3/4" PENETRATION INTO HORIZONTAL
 WOOD SUPPORTS AND 3/4" PENETRATION INTO
 VERTICAL WOOD SUPPORTS.
  
 11E) FINISHES: NOTE# 1 INDICATES USE OF
 P.B.C. CODE CORRECT TO USE OF FBC SEE
 CHAPTER 8 FOR INTERIOR FINISHES.
  
 12A) SHEET A10 DETAIL# 1 , PLANS DO NOT
 INDICATE COMPLIANCE WITH VENTILATION FOR
  
 ATTIC SPACE.DETAIL# 2 SAME PAGE
 INDICATES USE OF ICENENE BUT NOT ON
 DETAIL# 1 WHERE WILL ICENENE STOP?
 1203.2 ATTIC SPACES.
 ENCLOSED ATTICS AND ENCLOSED RAFTER
 SPACES FORMED WHERE CEILINGS ARE APPLIED
 DIRECTLY TO THE UNDERSIDE OF ROOF
 FRAMING MEMBERS SHALL HAVE CROSS
 VENTILATION FOR EACH SEPARATE SPACE BY
 VENTILATING OPENINGS PROTECTED AGAINST
 THE ENTRANCE OF RAIN. BLOCKING AND
 BRIDGING SHALL BE ARRANGED SO AS NOT TO
 INTERFERE WITH THE MOVEMENT OF AIR. A
 MINIMUM OF 1 INCH (25 MM) OF AIRSPACE
 SHALL BE PROVIDED BETWEEN THE INSULATION
 AND THE ROOF SHEATHING. 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.
  
 12B) WITH USE OF ICENENE INSULATION AT
 THE TOP CHORD OF TRUSS THIS SPACE
 BECOMES ADJOINING SPACE REQUIRING
 VENTILATION OR TRANSFER GRILLES.
 1203.4.1.1 ADJOINING SPACES.
 WHERE ROOMS AND SPACES WITHOUT OPENINGS
 TO THE OUTDOORS ARE VENTILATED THROUGH
 AN ADJOINING ROOM, THE OPENING TO THE
 ADJOINING ROOM SHALL BE UNOBSTRUCTED AND
 SHALL HAVE AN AREA OF NOT LESS THAN 8
 PERCENT OF THE FLOOR AREA OF THE
 INTERIOR ROOM OR SPACE, BUT NOT LESS
 THAN 25 SQUARE FEET.
  
 13) SHEET A-6 TRUSS ANCHOR SCHEDULE LIST
 (2) SIMPSON STRAPS, NEITHER STRAP IS
 LISTED UNDER THE CURRENT SIMPSON CATOLOG
 BUT THE LISTED NUMBERS FL LISTING AND
 VALUES ARE IN THE CURRENT USP CATOLOG.
  
 14) SHEET A-7 KITCHEN SINK:
 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 CLEARENCE THAT IS AT
 LEAST 27" HIGH 30" WIDE, AND 19" DEEP
 SHALL BE PROVIDED UNDERNEATH SINKS.
  
 15) 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
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 5 Status P Date 2007-04-13 Cont ID  
Sent By dpalmer Date 2007-04-13 Time 14:32 Rev Time 0.00
Received By dpalmer Date 2007-04-13 Time 14:32 Sent To  
Notes
2007-04-13 14:33:02NEW SHEETS BROUGHT IN PER PREVIOUS NOTES AND INSERTED,
 NEEDS ZONING RE-STAMP.
Review Stop E ELECTRICAL
Rev No 4 Status F Date 2007-04-08 Cont ID  
Sent By dpalmer Date 2007-04-08 Time 13:07 Rev Time 0.00
Received By dpalmer Date 2007-04-08 Time 13:06 Sent To  
Notes
2007-04-08 13:10:23** UNSAT **
  
 ** PLEASE SEE THE FOLLOWING COMMENTS ARE NOT FOR
 FORMICA AND ASSOCIATES.ELECTRICAL PLANS ARE OK.
 THIS IS REQUIRED.
  
 1) NOTE:PLEASE SEE THE LP AND IR SHEETS WHICH ARE
 MISSING REQUIRED INFORMATION ON TITLE BLOCKS FOR FIRM
 PER FS 481.319, 481.321
 PLEASE SEE THE LANDSCAPE ARCHITECT NEEDS TO SEAL PLANS
 WITH SEAL WHICH IS CLEAR AND VISIBLE WITH ALL
 INFORMATION ON SAID SEAL AS REQUIRED UNDER THE FAC
 61G10-.010.
 *THIS IS REQUIRED WHETHER OR NOT COMMENT IS MADE BY
 OTHER TRADES.
  
  
 2) NOTE: PLEASE SEE THE ADDRESS ON SEVERAL SHEETS IS
 SHOWN AS 2920 WHEN THE APPLIED ADDRESS IS 2924. PLEASE
 KNOW THAT THIS NEEDS TO BE CORRECTED ON TITLE BLOCKS OF
 SHEETS.
 CAN BE DONE BY HAND WHEN OTHER SHEETS ARE CORRECTED.
  
 PLANS WILL REMAIN IN A *F* STATUS UNTIL THIS IS
 ADDRESSED.
  
 ** 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]
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2007-02-19 Cont ID  
Sent By dpalmer Date 2007-02-19 Time 09:56 Rev Time 0.00
Received By dpalmer Date 2007-02-18 Time 16:39 Sent To  
Notes
2007-02-19 09:58:13*** UNSAT 3RD REVIEW***
  
 1) NOTE: PLEASE SEE THE DIFFERENCES IN THE FLORIDA
 ENERGY CALCULATIONS SUBMITTED AND THE PLANS.
 PLEASE SEE THE SQ FT SHOWN ON PLANS IS NOTED AT 6400
 AND THE CALCULATIONS INDICATE 5818.
 PLEASE SEE THE PLANS CLEARLY SHOW SEVERAL EXTERIOR
 LIGHTING FIXTURES; HOWEVER NONE ENTERED INTO THE ENERGY
 CALCULATIONS.
 PLEASE SEE SITE LIGHTING PLANS WHICH CONTAIN LIGHTING
 FIXTURES; HOWEVER NO INFORMATION WAS SHOWN FOR THESE.
 PLEASE SEE THE ENERGY CALCULATIONS INDICATE *1* FIXTURE
 AT 6300 VA/WATTS. IT IS BEING ASSUMED THIS IS ACTUALLY
 ALL OF THE FIXTURES ADDED, HOWEVER THIS DOES NOT
 CORRELATE WITH TABLE OR THE FIXTURES ON PLANS.
 (EXTERIOR ETC). PLEASE SEE TAHT ALL FIXTURES SHOULD BE
 LISTED AS THEY ARE ON PLANS.
 PLEASE SEE MAXIMUM TIMES WHICH ARE TO BE LISTED FOR THE
 OC SENSOR TYPE DEVICES.
 PLEASE VERIFY TYPE OF DEVICE BEING QUOTED FOR USE IN
 BATHROOMS, AS THERE ARE DEVICES WHICH WILL NOT PROVIDE
 COVERAGE FOR STALLS.THIS DEVICE WAS RESEARCHED ON THE
 COMPANY?S WEBSITE AND THIS DEVICE IS NOTED FOR MOTION
 ONLY. THERE ARE DEVICES WHICH COVER SOUND/MOTION/HEAT
 ETC. (PLEASE VERIFY AS LIGHTING BEING DEACTIVATED WHILE
 A RESTROOM IS OCCUPIED IS A SAFETY ISSUE).
  
 13-415.1.ABC.1.1, .1.2, AND .1.3
 13-415.1AB.1, 13-415.2
  
 2) NOTE: PLEASE SEE NOTES ON ELECTRICAL PLANS STATE THE
 * LATEST ADOPTED EDITIONS OF THE NATIONAL ELECTRICAL
 CODE*. PLEASE KNOW SINCE THE STATE HAS ALREADY ADOPTED
 THE LATEST EDITION WHICH IS THE 2005 NFPA-70, THIS NOTE
 SHOULD STATE THE CODE IN WHICH THESE PLANS ARE UNDER.
 THE CODE LISTED ON THE ARCHITECTURAL SHEET WAS NOTED ON
 A-1; HOWEVER THIS STATEMENT ON THE ELECTRICAL SHEETS IS
 NOT ACCURATE. THIS WOULD HAVE BEEN REDLINED; HOWEVER
 PLANS ARE COMING BACK FOR NOTE #1.
  
 IF THERE ARE ANY QUESTIONS, PLEASE DO NOT HESITATE IN
 CONTACTING THIS OFFICE/REVIEWER.IF THE NOTES TYPED
 ARE NOT CLEAR OR UNDERSTOOD IN ANY WAY, PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
2007-02-18 16:39:39IN ELEC FOR REVIEW
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2006-08-02 Cont ID  
Sent By dpalmer Date 2006-08-02 Time 13:19 Rev Time 0.00
Received By dpalmer Date 2006-08-02 Time 07:50 Sent To  
Notes
2006-08-02 00:00:00******* UNSAT 2ND REVIEW ********
  
 ** PLEASE SEE SOME NOTES FROM PREVIOUS
 REVIEW AND SOME NEW NOTES DUE TO CHANGES
 IN PLANS.
  
 1) NOTE: PLEASE BE SURE PLANS REFLECT
 THE FOLLOWING CODES AT A MINIMUM.
 REPSONSE FROM ARCH MENTIONS THIS WAS
 DONE, HOWEVER COULD NOT LOCATE THIS ON
 PLANS.
 2002 NFPA-70 , 2002 NFPA-72, 2003
 NFPA-101
  
 2) NOTE: PLEASE SEE FBC CHAPTER 13.
 PLEASE PROVIDE THE AUTOMATIC CONTROLS,
 CONTROLS FOR SEPARATE SPACES ETC. PLEASE
 PROVIDE OVER RIDES AND LOCATIONS AS
 REQUIRED.
 PLEASE PROVIDE CALCULATIONS WHICH
 INDICAT ETH LIGHTING LEVELS PERMITTED
 AND LEVELS IN DESIGN.
 PLEASE SEE OTHER ENERGY CALCULATIONS
 SUBMITTED ARE INDICATING ALL MANUAL
 CONTROLS, AND DOES NOT INDICATE LIGHTING
 DESIGN WATTAGE, AND ALLOWANCE WATTAGE.
 PLEASE SEE 13415.1.ABC.1.1,.1.2,.1.3
 13415.1.AB.1,13415.2.ABC.1, TABLES
 415.2.C.1,415.2.B.1, ETC.
  
 3) NOTE: PLEASE SEE ENERGY CALCULATIONS
 AS THESE CONTAIN A RAISED SEAL OVER A
 PHOTO-COPY OF THE ENGINEER'S SIGNATURE
 WHICH IS REQUIRED TO BE ORIGINAL
 SIGNATURE.
 FAC 61G15-23.002, FS 471.025
  
 3) NOTE: PLEASE SEE PREVIOUS NOTES
 REQUESTED THE SEC'S CONDUCTORS TO BE
 SHOWN FROM THE METER TO THE FIRST MEANS
 OF DISCONNECT, HOWEVER PLEASE SEE NOW AN
 "EQUIPMENT GROUNDING CONDUCTOR" IS NOW
 BEING SHOWN BEFORE THE FIRST MEANS OF
 DISCONNECT.
 250.6,250.24B
  
 4) NOTE: PLEASE SEE FS 553.80(2)(B) WITH
 RESPECT TO DESIGN PROFESSIONALS.
 THIS IS ONLY A NOTICE WHICH IS GIVEN AT
 THIS TIME.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2006-03-02 Cont ID  
Sent By dpalmer Date 2006-03-02 Time 08:07 Rev Time 0.00
Received By dpalmer Date 2006-03-01 Time 21:00 Sent To  
Notes
2006-03-02 00:00:00********UNSAT ***********
  
 1)NOTE: PLEASEBE SURE ALL CURRENT
 CODES FOR THE FOLLOWING ARE REFERENCED
 ON ELECTRICAL PLANS.
 2002 NFPA-70, 2003 NFPA-101, 2002
 NFPA-72.
 PLEASE SEE SHEETS A-1 WHICH REFLECTS THE
 2001 FBC AND OTHER SHEETS REFLECT 2004
 FBC.
 PLEASE KNOW, THE STATE OF FLORIDA
 ADOPTED THE 2004 FBC ON OCT 1ST, 2005
  
 2)NOTE: PLEASE BE SURE ALL SHEETS ARE
 SIGNED DATED AND SEALED AS REQUIRED PER
 FS 471.025
 ** PLEASE SEE C-3, (NOT SIGNED) THIS IS
 NOTE ONLY, AS NOT PART OF THE ELECTRICAL
 SHEETS.
  
 3)NOTE: PLEASE SEE THE ELECTRICAL NOTES
 ON A-1 ARE PERTAINING TO WHAT APPEARS TO
 BE A RESIDENTIAL HOUSE?
 PLEASE CORRELATE WITH ELECTRICAL NOTES
 BY ENGINEER OR REMOVE.
  
 4)NOTE: PLEASE SEE 210.8B3 FOR ALL
 15/20A 125V CIRCUITS IN KITCHEN IN OTHER
 THAN DWELLING UNITS WHICH REQUIRED GFI
 PROTECTION.
  
 5)NOTE: PLEASE SEE FBC CHAPTER 13, FOR
 THE NEW REWUIREMENTS FOR COMMERCIAL
 BLGDS.
 PLEASE SEE A WORST CASE CALCUALTION TO
 BE SHOWN FOR VOTLAGE DROP TO MEET THE
 MIN AS SET FORTH IN 13-413.1ABC.1
 PLEASE SEE 13-415.1.ABC.1 & .2 FOR
 INTERIOR LIGHTING SHUTOFF, SPACE
 LIGHTING CONTROLS REQUIRED.PLEASE
 PROVIDE SCHEDULING.
 PLEASE SEE 13.415.1.ABC.1.4 FOR EXTERIOR
 LTS, AND TYPE OF TIME CLOCK REQUIRED .
 PLEASE SEE 13-415.1.ABC.3 TANDEM WIRING.
 PLEASE SEE 13-415.1.ABC.1 FOR
 CALCULATIONS.
  
 6)NOTE: PLEASE CLARIFY "UTILITY RM " AS
 SHOWN, PLEASE IDENTIFY AS "ELECTRICAL
 RM", NO STORAGE OF EASILY IGNITIBLE
 MATERIALS ARE PERMITTED.
 110.26,408.7,240.24
  
 7)NOTE: PLEASE SEE GROUNDING ELECTRODE
 SYSTEM TO GO TO "FOOTER STEEL", PLANS
 INDICATE THE "SLAB STEEL". PLEASE SEE
 250.50,250.52 ETC.
 THERE IS SLAB STEEL AND THE CONNECTION
 IS REQUIRED WITHIN THE BOTTOM OF THE
 FOOTER.
  
 8)NOTE: PLEASE INDICATE THE CONDUCTORS
 FROM THE WIREWAY TO THE MAINS.
 215.5
  
 ** PLEASE SEE ANY OTHER POSSIBLE
 COMMENTS FROM OTHER TRADES WHICH MAY
 AFFECT ELECTRICAL PLANS.
  
  
 ** PLEASE COMPLETETLY REMOVED ANY
 OLD/VOIDED SHEETS FROM SETS AND ONLY
 INSERT NEW REVISED SHEETS INTO TWO
 COMPLETE SETS FOR REVIEW AND STAMPING.
  
 PLEASE SUBMIT TEH ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE IN CONTACTING
 THIS OFFICE.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
2006-03-01 00:00:00IN ELEC FOR REVIEW
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2007-04-27 Cont ID  
Sent By rchokshi Date 2007-04-27 Time 11:15 Rev Time 0.00
Received By rchokshi Date 2007-04-27 Time 11:15 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2007-03-08 Cont ID  
Sent By rchokshi Date 2007-03-08 Time 10:39 Rev Time 0.00
Received By rchokshi Date 2007-03-08 Time 10:14 Sent To  
Notes
2007-03-08 10:39:45PLEASE PROVIDE FOLLOWING INFO:
  
 1. PLEASE SHOW STANDARDS NOTES OF CITY OF WPB ON
 DRAWINGSFOR SIDEWALK WIDTH , ITS SLOPE, DRIVEWAY,
 PARKING, HANDICAP PARKING, PAINTPER CITY CODES ETC.,,
 MUST MEET PER ADA,,ETC.,ALL CITY STANDARDS NOTES CAN BE
 OBTAINED IN A C.D.FROM 45TH STREET, ENGINEERING
 DEPT.
 2. PLEASE SHOW ON DRAWINGSDUMPSTER & ITS ENCLOSURE
 DETAILS PER CITY OF WPB, & LOCATION MUST BE ACCESSIBLE
 FOR PICKUP TRUCK.
 3. FIRST FLOOR ELEVATION, CENTER LINE OF ROAD ,
 SIDEWALK ELEVATION MUST MEET FL BLDG CODE FOR FLOODING
 ELEVATION,PLEASE SHOW ON THE DRAWINGS.
 4. PLEASE PROVIDE A COPY OF SFWMD PERMIT, GEOTECH
 REPORT.
 5. IN YOUR STORM WATER CALCULATIONS, PAGE 1 OF 6, ITEM
 2E, WHY 0.36 DEDUDCTED FROM 1.22 ?? , PAGE 2 0F 6
 SECOND PARAGRAPH 0.869 AC-FT ?? HOW DID YOU GET IT,
 PLEASE EXPLAIN. WATER QUALITY STORM WATER CALCULATION
 NEED TO BE REVISED.,
 6. WHAT IS THE SITE AREA, YOU ARE DEVELOPING FOR THIS
 PROJECT ONLY ? PLEASE PROVIDE EACH PERVIOUS AREA,
 GREEN,LAKE, AND EACH, IMPERVIOUS AREA ETC.
 7. HOW YOU CONNECT TO THE STORM WATER PIPES IN YOUR
 SITE? ITS DETAILS.PLEASE SHOW ALL STORM WATER PIPES
 AROUND YOUR SITE SO, WE CANSEE THE BEST PIPE TO
 CONNECT WITH THE STORM WATERFROM ALL OTHER STORM
 WATER PIPES. PLEASE SHOW DETAIL OF THE CONTROL
 STRUCTURES WITH ELEVATIONS, NOTCHES, BLEEDING
 ELEVATION, ETC DID YOU USE EXFILTRATION TRENCH ?
 8. POLLUTION PREVENTION DETAILS,CLOTHES USED FOR SILT
 ETC., PLANS SHOWING SILT FENCE AROUND THE SITE
 9. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH
 STREET (MANNY G.), UTILITY DEPT BEFORE WE APPROVED 11.
 ALSO PLEASE SHOW ALL CATCH BASINS NEAREST,AROUND YOUR
 SITE FOR STORM WATER DRAIN.
  
 PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR
 PERMITTING PROCESS
  
 RASIK CHOKSHI805-6723
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2006-03-31 Cont ID  
Sent By mamini Date 2006-03-31 Time 14:06 Rev Time 1.00
Received By mamini Date 2006-03-31 Time 14:06 Sent To  
Notes
2006-03-31 00:00:00PASSED WITH PROVISOS:
  
 1. DUMPSTER ENCLOSURE, IF CITY PICK UP,
 THEN MUST BE SIZED PER CITY OF WEST PALM
 BEACH' REQUIREMENTS.
 2. ALL PRKING STALLS MUST BE PAINTED
 WITH DOUBLE 4" WIDE, PER CITY
 REQUIREMENT.
 3. IF NEW CONNECTIONS TO CITY SERVICES
 WATER, SEWER,THEN PLAN MUST BE
 SUBMITTED TO THE ENGINEERING SERVICES
 ATT;MANNY GONZALEZ, 494-1085.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2007-05-31 Cont ID  
Sent By mawillia Date 2007-05-31 Time 14:58 Rev Time 0.00
Received By mawillia Date 2007-05-31 Time 14:33 Sent To  
Notes
2007-05-31 14:58:14*****APPROVED*****
  
 PLAN SHEETS A-8 AND E2-01 WERE STAMPED, INITIALED, AND
 DATED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2007-03-20 Cont ID  
Sent By mwennerg Date 2007-03-20 Time 15:47 Rev Time 0.00
Received By mwennerg Date 2007-03-20 Time 15:47 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2006-08-23 Cont ID  
Sent By mwennerg Date 2006-08-23 Time 15:49 Rev Time 0.00
Received By mwennerg Date 2006-08-23 Time 15:49 Sent To  
Notes
2006-08-23 00:00:00***DENIED***
  
 PLEASE NOTE THAT THE FIRST REVIEW WAS
 PASSED, HOWEVER COMMENTS WERE PROVIDED
 THAT HAVE NOT BEEN ACKNOWLEDGED. PLEASE
 SEE THE FOLLOWING WITH SOME ADDITIONS.
  
 1) DUCT SMOKE DETECTORS ARE REQUIRED TO
 BE EQUIPED WITH OCCUPANT NOTIFICATION
 DEVICES NEAR UNIT.
  
 2) RAMPS SHALL HAVE HANDRAILS ON BOTH
 SIDES.
  
 3) IF BUILDING IS SET BACK AT DISTANCE
 GREATER THAN 150' FROM MAIN ROAD, FIRE
 LANES WILL BE REQUIRED.
  
 4) AN ADDRESS IS REQUIRED ON BUILDING TO
 BE AT LEAST 6" IN HEIGHT AND CONTRASTING
 TO THE BACKGROUND. PLEASE ILLUSTRATE ON
 ELEVATIONS.
  
 5) PLEASE INDICATE THE LOCATIONS OF 2A
 10B,C RATED FIRE EXTINGUISHERS.
  
  
 MIKE WENNERGREN, CAPTAIN/WPBFR
 FIRE PLAN REVIEW (561) 805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2006-03-21 Cont ID  
Sent By mwennerg Date 2006-03-21 Time 10:01 Rev Time 0.00
Received By mwennerg Date 2006-03-21 Time 10:01 Sent To  
Notes
2006-03-21 00:00:00******PASSED******
  
 1) DUCT SMOKE DETECTORS ARE REQUIRED TO
 BE EQUIPED WITH OCCUPANT NOTIFICATION
 DEVICES NEAR UNIT.
  
 2) RAMPS SHALL HAVE HANDRAILS ON BOTH
 SIDES.
  
 3) IF BUILDING IS SET BACK AT DISTANCE
 GREATER THAN 150' FROM MAIN ROAD, FIRE
 LANES WILL BE REQUIRED.
  
 4) AN ADDRESS IS REQUIRED ON BUILDING TO
 BE AT LEAST 6" IN HEIGHT AND CONTRASTING
 TO THE BACKGROUND.
  
  
 MIKE WENNERGREN, CAPTAIN/WPBFR
 FIRE PLANS REVIEW (561) 805-6722
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2007-04-05 Cont ID  
Sent By spalmer Date 2007-04-05 Time 17:46 Rev Time 0.00
Received By spalmer Date 2007-04-05 Time 17:46 Sent To  
Notes
2007-04-05 17:48:03TO COMM BOARD # 27
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2007-02-08 Cont ID  
Sent By adarroug Date 2007-02-08 Time 10:12 Rev Time 0.00
Received By adarroug Date 2007-02-08 Time 10:12 Sent To  
Notes
2007-02-18 16:40:01TO COMM ABORD SPACE #55
2007-02-08 10:13:03WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2006-07-28 Cont ID  
Sent By dpalmer Date 2006-07-28 Time 18:33 Rev Time 0.00
Received By dpalmer Date 2006-07-28 Time 18:33 Sent To  
Notes
2006-07-28 00:00:00TO COMM BOARD #13
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2006-07-15 Cont ID  
Sent By adarroug Date 2006-07-15 Time 09:59 Rev Time 0.00
Received By adarroug Date 2006-07-15 Time 09:59 Sent To  
Notes
2006-07-15 00:00:00WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2006-05-22 Cont ID  
Sent By adarroug Date 2006-05-18 Time 09:17 Rev Time 0.00
Received By adarroug Date 2006-01-30 Time 13:55 Sent To  
Notes
2006-03-01 00:00:00TO "COMM" BD#35
2006-01-30 00:00:00WAITING FOR "COMM" BD
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2007-02-26 Cont ID  
Sent By tgordon Date 2007-02-26 Time 09:49 Rev Time 0.20
Received By tgordon Date 2007-02-26 Time 09:50 Sent To  
Notes
2007-02-26 09:51:50MECHANICAL PLANS WERE STAMPED AND APPROVED ON 3-20-06.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2006-03-20 Cont ID  
Sent By pkrauss Date 2006-03-20 Time 14:13 Rev Time 0.00
Received By pkrauss Date 2006-03-20 Time 14:13 Sent To  
Notes
2006-03-20 00:00:00PROVISO:
 PER 2004 FMC 606.2.1, FAN SHUTDOWN WITH
 NOTIFICATION TO ALARM/STROBE REQUIRED
 FOR RTU-4 & RTU-5.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
Review Stop P PLUMBING
Rev No 4 Status P Date 2007-05-29 Cont ID  
Sent By kstevens Date 2007-05-29 Time 11:03 Rev Time 0.00
Received By kstevens Date 2007-05-29 Time 11:02 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2007-03-10 Cont ID  
Sent By kstevens Date 2007-03-10 Time 07:55 Rev Time 0.00
Received By kstevens Date 2007-03-10 Time 07:55 Sent To  
Notes
2007-03-10 08:05:09DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
  
 FROM PREVIOUS REVIEWS:
  
 A. SHOW COMPLIANCE FOR THE FOLLOWING:
 -FOR THE URINAL:
 1. 11-4.18.2HEIGHT
 2. 11-4.18.3 CLEAR FLOOR SPACE
 3. 11-4.18.4 FLUSH CONTROLS
 -FOR THE LAVS:
 1. 11-4.19.2 CLEARANCE SHOWN AS 28" BUT 29" REQUIRED
 2. 11-4.19.4 EXPOSED PIPES & SURFACES
 -FOR THE BREAK ROOM SINK:
 1. 11-4.24.6 EXPOSED PIPES & SURFACES
 2. 11-4.24.7 FAUCETS
  
 B. ROOF DRAINAGE CALCULATIONS DO NOT INDICATE VERTICAL
 CONTRIBUTIONS. SHOW 1/2 AREA OF ALL VERTICAL WALLS,
 INCLUDING PARAPETS AS REQUIRED IN SECTION 1106.4.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 2 Status F Date 2006-08-06 Cont ID  
Sent By pschmitz Date 2006-08-06 Time 14:23 Rev Time 0.00
Received By pschmitz Date 2006-08-06 Time 14:23 Sent To  
Notes
2006-08-06 00:00:00PAUL SCHMITZ
 [email protected]
 FBC 2004 PLUMBING CODE PLAN REVIEW
 FBC2004 FUEL GAS CODEPLAN REVIEW
 FBC 2004 CH 11, FL ACESSIBILITY CODE
 AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPT.1, ADMINISTRATION, 2004 EDITION
  
 UNSAT
  
 1) SEE OTHER PLAN REVIEW COMMENTS, THAT
 MAY EFFECT PLUMBING PLAN REVIEW.
  
 PREVIOUS NOTE #4 NOT ADDRESSED.
 SHT A-5 TURNING SPACE NOT SHOWN IN
 TOILET ROOM.
 SHT P1.01 TURNING SPACE SHOULD NOT BE
 SHOWN IN MEN, AND WOMENS STALLS.
  
 4) TOILET ROOMS
 11-4.22.3 CLEAR FLOOR SPACE.
 THE ACCESSIBLE FIXTURES AND CONTROLS
 REQUIRED IN SECTIONS 11-4.22.4,
 11-4.22.5, 11-4.22.6 AND 11-4.22.7 SHALL
 BE ON AN ACCESSIBLE ROUTE. AN
 UNOBSTRUCTED TURNING SPACE COMPLYING
 WITH SECTION 11-4.2.3 SHALL BE PROVIDED
 WITHIN AN ACCESSIBLE TOILET ROOM. THE
 CLEAR FLOOR SPACE AT FIXTURES AND
 CONTROLS, THE ACCESSIBLE ROUTE, AND THE
 TURNING SPACE MAY OVERLAP.
  
 NEW COMMENT SHT A6,A8 ROOF DRAINAGE.
  
 SECTION 1101
 GENERAL
 1101.1 SCOPE.
 THE PROVISIONS OF THIS CHAPTER SHALL
 GOVERN THE MATERIALS, DESIGN,
 CONSTRUCTION AND INSTALLATION OF STORM
 DRAINAGE.
 1101.2 WHERE REQUIRED.
 ALL ROOFS, PAVED AREAS, YARDS, COURTS
 AND COURTYARDS SHALL DRAIN INTO A
 SEPARATE STORM SEWER SYSTEM, OR A
 COMBINED SEWER SYSTEM, OR TO AN APPROVED
 PLACE OF DISPOSAL.
  
 1101.7 ROOF DESIGN.
 ROOFS SHALL BE DESIGNED FOR THE MAXIMUM
 POSSIBLE DEPTH OF WATER THAT WILL POND
 THEREON AS DETERMINED BY THE RELATIVE
 LEVELS OF ROOF DECK AND OVERFLOW WEIRS,
 SCUPPERS, EDGES OR SERVICEABLE DRAINS IN
 COMBINATION WITH THE DEFLECTED
 STRUCTURAL ELEMENTS. IN DETERMINING THE
 MAXIMUM POSSIBLE DEPTH OF WATER, ALL
 PRIMARY ROOF DRAINAGE MEANS SHALL BE
 ASSUMED TO BE BLOCKED.
  
 SECTION 1106
 SIZE OF CONDUCTORS, LEADERS
 AND STORM DRAINS
 1106.1 GENERAL.
 THE SIZE OF THE VERTICAL CONDUCTORS AND
 LEADERS, BUILDING STORM DRAINS, BUILDING
 STORM SEWERS, AND ANY HORIZONTAL
 BRANCHES OF SUCH DRAINS OR SEWERS SHALL
 BE BASED ON THE 100-YEAR HOURLY RAINFALL
 RATE INDICATED IN FIGURE 1106.1 OR ON
 OTHER RAINFALL RATES DETERMINED FROM
 APPROVED LOCAL WEATHER DATA.
  
 END OF COMMENTS, QUESTIONS 561-805-6692
  
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2006-04-01 Cont ID  
Sent By pschmitz Date 2006-04-01 Time 15:03 Rev Time 0.00
Received By pschmitz Date 2006-04-01 Time 15:03 Sent To  
Notes
2006-04-01 00:00:00PAUL SCHMITZ
 [email protected]
 FBC 2004 PLUMBING CODE PLAN REVIEW
 FBC2004 FUEL GAS CODEPLAN REVIEW
 FBC 2004 CH 11, FL ACESSIBILITY CODE
 AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPT.1, ADMINISTRATION, 2004 EDITION
  
 UNSAT
  
 1) SEE OTHER PLAN REVIEW COMMENTS, THAT
 MAY EFFECT PLUMBING PLAN REVIEW.
  
 2) SHT A5 PRIVATE REST ROOM.
  
 (11) TOILET FACILITIES. IF TOILET ROOMS
 ARE PROVIDED, THEN EACH PUBLIC AND
 COMMON USE TOILET ROOM SHALL COMPLY WITH
 SECTION 11-4.22. OTHER TOILET ROOMS
 PROVIDED FOR THE USE OF OCCUPANTS OF
 SPECIFIC SPACES (I.E., A PRIVATE TOILET
 ROOM FOR THE OCCUPANT OF A PRIVATE
 OFFICE) SHALL BE ADAPTABLE. IF BATHING
 ROOMS ARE PROVIDED, THEN EACH PUBLIC AND
 COMMON USE BATHROOM SHALL COMPLY WITH
 SECTION 11-4.23. ACCESSIBLE TOILET ROOMS
 AND BATHING FACILITIES SHALL BE ON AN
 ACCESSIBLE ROUTE.
  
 3)SHT A5 SEC 11-4.17 TOILET STALLS,
 REMOVE TURNING CIRCLE, SHOW CLEAR FLOOR
 SPACE FOR EACH FIXTURE.
 SIZE AND ARRANGEMENT.
 THE SIZE AND ARRANGEMENT OF THE STANDARD
 TOILET STALL SHALL COMPLY WITH FIGURE
 11-30(A), STANDARD STALL. STANDARD
 TOILET STALLS WITH A MINIMUM DEPTH OF 56
 INCHES (1420 MM) [SEE FIGURE 11-30(A)]
 SHALL HAVE WALL-MOUNTED WATER CLOSETS.
 IF THE DEPTH OF A STANDARD TOILET STALL
 IS INCREASED AT LEAST 3 INCHES (76 MM),
 THEN A FLOOR-MOUNTED WATER CLOSET MAY BE
 USED. ARRANGEMENTS SHOWN FOR STANDARD
 TOILET STALLS MAY BE REVERSED TO ALLOW
 EITHER A LEFT-OR RIGHT-HAND APPROACH.
 ADDITIONAL STALLS SHALL BE PROVIDED IN
 CONFORMANCE WITH SECTION 11-4.22.4.
  
 4) TOILET ROOMS
 11-4.22.3 CLEAR FLOOR SPACE.
 THE ACCESSIBLE FIXTURES AND CONTROLS
 REQUIRED IN SECTIONS 11-4.22.4,
 11-4.22.5, 11-4.22.6 AND 11-4.22.7 SHALL
 BE ON AN ACCESSIBLE ROUTE. AN
 UNOBSTRUCTED TURNING SPACE COMPLYING
 WITH SECTION 11-4.2.3 SHALL BE PROVIDED
 WITHIN AN ACCESSIBLE TOILET ROOM. THE
 CLEAR FLOOR SPACE AT FIXTURES AND
 CONTROLS, THE ACCESSIBLE ROUTE, AND THE
 TURNING SPACE MAY OVERLAP.
  
 5) SHT P1.01 WATER HEATER
 607.3 THERMAL EXPANSION CONTROL.
 A MEANS OF CONTROLLING INCREASED
 PRESSURE CAUSED BY THERMAL EXPANSION
 SHALL BE PROVIDED WHERE REQUIRED IN
 ACCORDANCE WITH SECTIONS 607.3.1 AND
 607.3.2.
  
 6)SHT A5 BREAK ROOM SINK.
 11-4.24 SINKS.
 11-4.24.1 GENERAL.
 SINKS REQUIRED TO BE ACCESSIBLE BY
 SECTION 11-4.1 SHALL COMPLY WITH SECTION
 11-4.24.
 11-4.24.2 HEIGHT.
 SINKS SHALL BE MOUNTED WITH THE COUNTER
 OR RIM NO HIGHER THAN 34 INCHES (865 MM)
 ABOVE THE FINISH FLOOR.
 11-4.24.3 KNEE CLEARANCE.
 KNEE CLEARANCE THAT IS AT LEAST 27
 INCHES (685 MM) HIGH, 30 INCHES (760 MM)
 WIDE, AND 19 INCHES (485 MM) DEEP SHALL
 BE PROVIDED UNDERNEATH SINKS.
 11-4.24.4 DEPTH.
 EACH SINK SHALL BE A MAXIMUM OF 6?
 INCHES (165 MM) DEEP.
 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 (SEE FIGURE
 11-32).
 11-4.24.6 EXPOSED PIPES AND SURFACES.
 HOT WATER AND DRAIN PIPES EXPOSED UNDER
 SINKS SHALL BE INSULATED OR OTHERWISE
 CONFIGURED SO AS TO PROTECT AGAINST
 CONTACT. THERE SHALL BE NO SHARP OR
 ABRASIVE SURFACES UNDER SINKS.
 11-4.24.7 FAUCETS.
 FAUCETS SHALL COMPLY WITH SECTION
 11-4.27.4. LEVER-OPERATED, PUSH-TYPE,
 TOUCH-TYPE, OR ELECTRONICALLY CONTROLLED
 MECHANISMS ARE ACCEPTABLE DESIGNS.
  
 END OF COMMENTS, QUESTIONS 561-805-6692
  
  
  
  
  
Review Stop Z ZONING
Rev No 3 Status P Date 2007-02-26 Cont ID  
Sent By kdfreema Date 2007-02-26 Time 16:13 Rev Time 0.00
Received By kdfreema Date 2007-02-26 Time 16:13 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 2006-08-14 Cont ID  
Sent By kdfreema Date 2006-08-14 Time 10:16 Rev Time 0.00
Received By kdfreema Date 2006-08-14 Time 10:16 Sent To  
Notes
2006-08-14 00:00:00SITE PLAN MUST BE APPROVED BY PLANNING
 AND ZONING. THIS HAS NOT YET OCCURED.
  
 THIS PLAN WAS TAKEN THROUGH THE PLANS
 AND PLATS REVIEW COMMITTEE ON 8/9/06. AT
 PRESENT REVISED PLANS ADDRESSING PPRC
 COMMENTS HAVE NOT BEEN SUBMITTED OR
 APPROVED.
Review Stop Z ZONING
Rev No 1 Status F Date 2006-05-18 Cont ID  
Sent By lfranco Date 2006-05-18 Time 20:04 Rev Time 0.00
Received By lfranco Date 2006-05-18 Time 19:57 Sent To I
Notes
2006-05-18 00:00:00PLANING AND ZONING: FAILED
  
 1. AN APPLICATION FOR AN INFORMAL SITE
 PLAN APPROVAL IS REQUIRED TO BE
 SUBMITTED TO THE PLANNING AND ZONING
 DEPARTMENT PRIOR TO SIGN-OFF FROM THE
 PLANNING DEPARTMENT FOR THIS BUILDING
 PERMIT APPLICATION.
  
 2. CONTACT THE PLANNER BELOW AND
 SCHEDULE AN APPT. TO REVIEW APPLICATION
 REQUIREMENTS FOR ABOVE REVIEW PROCESS OR
 YOU MAY LOG ONTO WWW.WPG.ORG/ PLANNING/
 APPLICATION FOR INFORMAL SITE PLAN FOR
 FURTHER INFORMATION.
  
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT:
  
 LINDA MIA FRANCO
 SENIOR PLANNER
 PLANNING AND ZONING DEPARTMENT
 (561) 822-1435


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