Plan Review Details - Permit 06011130
Plan Review Stops For Permit 06011130
Review Stop AD ADDRESSING
Rev No 5 Status P Date 2008-01-11 Cont ID  
Sent By lursu Date 2008-01-11 Time 11:22 Rev Time 0.00
Received By lursu Date 2008-01-11 Time 11:22 Sent To  
Notes
2008-01-11 11:23:36PERMIT APPLIED TO BLDG U AT 2055 SPRUCE AVE.
  
 LACRAMIOARA URSU
 MIS - GIS SUPPORT SPECIALIST
 CITY OF WEST PALM BEACH
 OFFICE:822-1239
 FAX: 822-1249
 E-MAIL:[email protected]
Review Stop AD ADDRESSING
Rev No 4 Status P Date 2006-11-01 Cont ID  
Sent By lursu Date 2006-11-01 Time 11:18 Rev Time 0.00
Received By lursu Date 2006-11-01 Time 11:18 Sent To PC
Notes
2006-11-01 11:19:25UNIT # 0001 : 2037 SPRUCE AVE ,WAS CREATED FOR THIS
 SITE CONTAINING BLDG U ,UNDER PCN = TEMP74434316A0000
Review Stop AD ADDRESSING
Rev No 3 Status F Date 2006-11-01 Cont ID  
Sent By lursu Date 2006-11-01 Time 11:17 Rev Time 0.00
Received By lursu Date 2006-09-21 Time 11:39 Sent To  
Notes
2006-07-06 00:00:00ADDRESSING REVIEW STATUS AMENDED BY
 ANGELLA JONES-VANN IN ERROR. PLEASE SEE
 BELOW FOR ORIGINAL ADDRESSING REVIEW
 COMMENTS:
  
  
 THE PROPOSED ADDRESS : 2037 SPRUCE AVE
 CAN BE USED FOR THE BLDG U .COPY OF THE
 RECORDED PLAT IS NECESSARY .AT THIS TIME
 THE PARENT-ID : 74434316150020011 WILL
 BE USED AS THE PCN.
  
  
 2006-01-27 15:58:39
 SEVERAL PARCEL NUMBERS TO BE COMBINED
 INTO ONE PARCEL NUMBER PLUS ADDRESS WILL
 BE CHANGING "THE MERRY PLACE RPD"
 CONTACT PERSON IS VICTORIA JOHNSON
Review Stop AD ADDRESSING
Rev No 2 Status F Date 2006-06-29 Cont ID  
Sent By ajones Date 2006-06-29 Time 17:08 Rev Time 0.00
Received By ajones Date 2006-06-29 Time 17:08 Sent To  
Notes
2006-07-06 00:00:00THE ZONING REVIEW COMMENTS BELOW WERE
 ENTERED UNDER THE ADDRESSING REVIEW STOP
 BY ANGELLA JONES-VANN IN ERROR. IN ORDER
 TO CORRECT THIS, THE ZONING REVIEW
 COMMENTS BELOW HAVE BEEN DUPLICATED
 UNDER A SEPARATE ZONING REVIEW STOP:
  
  
  
2006-06-29 00:00:001.) LANDSCAPE PLAN NOT PROVIDED 2.) A/C
 UNITS ON NORTH SIDE OF THE BUILDING CAN
 BE NO CLOSER THAN 1 FOOT FROM THE
 PROPERTY LINE. 3.) THE ORIGINAL APPROVED
 PARKING LOT BEHIND THE BUILDING WAS NOT
 ANGLED PARKING.ANY CHANGES TO THE
 (SITE PLAN) REQUIRED A MINOR AMENDMENT
 OF THE RPD.
Review Stop AD ADDRESSING
Rev No 1 Status F Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By lursu Date 2006-04-05 Time 15:57 Sent To  
Notes
2006-04-05 00:00:00THE PROPOSED ADDRESS : 2037 SPRUCE AVE
 CAN BE USED FOR THE BLDG U .COPY OF THE
 RECORDED PLAT IS NECESSARY .AT THIS TIME
 THE PARENT-ID : 74434316150020011 WILL
 BE USED AS THE PCN .
2006-01-27 00:00:00SEVERAL PARCEL NUMBERS TO BE COMBINED
 INTO ONE PARCEL NUMBER PLUS ADDRESS WILL
 BE CHANGING "THE MERRY PLACE RPD"
 CONTACT PERSON IS VICTORIA JOHNSON
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2007-03-13 Cont ID  
Sent By jwitmer Date 2007-03-13 Time 15:18 Rev Time 0.55
Received By jwitmer Date 2007-03-13 Time 15:18 Sent To PC
Notes
2007-03-13 15:18:54TRUSS PLANS
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status F Date 2007-02-20 Cont ID  
Sent By jwitmer Date 2007-02-20 Time 07:46 Rev Time 0.77
Received By jwitmer Date 2007-02-20 Time 07:45 Sent To PC
Notes
2007-02-20 07:51:59BUILDING PLAN REVIEW
 PERMIT: 06011130
 ADD: 2037 SPRUCE AVE.
 CONT: JHAMTREE CONSTRUCTION
 TEL: (561)602-0009
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 TRUSS ENGINEERINGREVIEW
 ACTION: DENIED
  
 1) PLANS, SPECIFICATIONS, REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE " ORIGINAL SIGNATURE"AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2007-02-06 Cont ID  
Sent By jwitmer Date 2007-02-06 Time 09:51 Rev Time 0.77
Received By jwitmer Date 2007-02-06 Time 09:51 Sent To PC
Notes
2007-02-06 09:56:59BUILDING PLAN REVIEW
 PERMIT: 06011130
 ADD: 2037 SPRUCE AVE
 CONT: JHAMTTREE CONSTRUCTION
 TEL: (561)602-0009
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
  
 * WEST PALM BEACH AMENDMENTS
  
 TRUSS SHOP DRAWINGREVIEW
 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) TRUSS SHOP DRAWINGS REQUIRE ENGINEERS SIGNATURE AND
 SEAL BOTH SETS:
 PLANS, SPECIFICATIONS, REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN PROFESSIONAL AND
 BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2006-11-20 Cont ID  
Sent By jwitmer Date 2006-11-20 Time 11:00 Rev Time 4.44
Received By jwitmer Date 2006-11-20 Time 08:46 Sent To PC
Notes
2006-11-20 11:00:48 
 *** ISSUED PERMIT***
 -PLAN REVIEW HISTORY-
  
 PERMIT# 06011130
 ADDRESS: 502 20TH ST
 CONT: JHAMTEC CONSTRUCTION
 TELL # (561) 602-0009
  
 THE ATTACHED COMMENTS ARE PART OF THE
 PERMIT AND PLAN REVIEW PACKAGE AND ARE
 NOT TO BE REMOVED FROM THE ISSUED SET OF PLANS.
 106.2.1.2* ADMINISTRATIVE CODE.
  
 BUILDING PROVISO:
  
 1) 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.
  
 2 ) 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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2006-10-31 Cont ID  
Sent By jwitmer Date 2006-10-31 Time 08:00 Rev Time 3.33
Received By jwitmer Date 2006-10-31 Time 07:13 Sent To  
Notes
2006-10-31 07:59:42PERMIT: 06011130
 ADD: 2037 SPRUCE AVE
 CONT:PLAN REVIEW
 "WEST PALM BEACH HOUSING
 AUTHORITY"
 TEL: (561)655-8530
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 3RDREVIEW
 ACTION: DENIED
  
 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
  
 1A) STRUCTURAL SHEETS STILL ARE NOT SIGNED ON SOME
 SHEETS,
 ONE SET S-203 ISN'T SIGNED. PLANS, SPECIFICATIONS,
 REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN PROFESSIONAL
 AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 1B) STRUCTURAL SHEETS, AGAIN THE ENGIEENER IS SUPPOSE
 TO HAVE
 THERE PRINTED NAME IN THE TITLE BLOCK, ON SOME
 STRUCTURAL SHEETS
 THE PRINTED NAME IS THERE OTHER SHEETS IT IS MISSING.
 61G15-23.002(2)FL. ADMIN. CODE.
 PLANS SIGNED & SEALED BY A PROFESSIONAL
 ENGINEER SHALL PRINT LEGIBLY INDICATING THEIR NAME,
 ADDRESS AND LICENSE NUMBER OF THE
 ENGINEER OR, THE NAME AND LICENSE NUMBER
 OF THE ENGINEER AND THE NAME, ADDRESS
 AND CERTIFICATE OF AUTHORIZATION NUMBER
 OF THE ENGINEERING BUSINESS THROUGH
 WHICH THE ENGINEER IS PRACTICING
 (471.025 F.S. AND 471.023 F.S.).
  
  
 2)THIRD REQUEST, THE DESIGNER IS PROVIDING A U.L.
 ASSEMBLY
 NUMBER FOR BOTH THE WALL AND CEILING APPLICATIONS FOR
 THE FIRST FLOOR.
 THE PROBLEM IS THE DESIGNER DOESN'T PROVIDE THE
 INSPECTOR
 INFORMATION AS TO WHAT MAKES UP THE U.L. LISTING .
 PLEASE
 PROVIDE THE ACTUALU.L.PICTORIALWITH THE VERBAL
 INFORMATION
 INDICATING TYPES OF DRYWALL, THICKNESSOF DRYWALL,
 LAYERS, ETC.
  
 SHEET A200 INDICATES A CUT SECTION
 THROUGH THE STAIRWELL. DETAIL 1/A402,
 THIS SECTION AND SHEET IS MISSING IN
 BOTH SETS OF PLANS. THE CONCERN IS THE
 FIRST FLOOR AIR HANDLER IS LOCATED IN
 THE CLOSET UNDER THE 2ND FLOOR
 STAIRWELL.
 PROVIDE INFORMATION ON THE 1 HR ASSEMBLY
 ON BOTH THE CEILING/ FLOOR ASSEMBYAND
 THE WALL ASSEMBLY SEPERTING THE
 STAIRWELL AND FIRST FLOOR OCCUPANCY.
  
 3) 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.
  
 4) THE OLD PLAN (1) INDICATES IMPACT
 FEES WERE PAID, THE PLANS THAT ARE GOING
 TO BECOME THE PERMIT SET NEED TO HAVE
 THE IMPACT FEE STAMP ON THEM. WE ALSO
 NEED COPIES OF THE IMPACT FEE RECEIPT
 FOR RECORD KEEPING AND FOR AUDITING.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2006-10-02 Cont ID  
Sent By jwitmer Date 2006-10-02 Time 12:28 Rev Time 1.11
Received By jwitmer Date 2006-10-02 Time 12:28 Sent To  
Notes
2006-10-02 00:00:00PERMIT: 06011130
 ADD: 2037 SPRUCE AVE
 CONT:PLAN REVIEW
 "WEST PALM BEACH HOUSING
 AUTHORITY"
 TEL: (561)655-8530
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 2ND REVIEW
 ACTION: DENIED
  
 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
  
 1) SHEET S-202 AND S-204 BOTH IN ONE SET
 ARE NOT SEALED.
  
 2) SHEET A200 INDICATES A CUT SECTION
 THROUGH THE STAIRWELL. DETAIL 1/A402,
 THIS SECTION AND SHEET IS MISSING IN
 BOTH SETS OF PLANS. THE CONCERN IS THE
 FIRST FLOOR AIR HANDLER IS LOCATED IN
 THE CLOSET UNDER THE 2ND FLOOR
 STAIRWELL.
 PROVIDE INFORMATION ON THE 1 HR ASSEMBLY
 ON BOTH THE CEILING/ FLOOR ASSEMBYAND
 THE WALL ASSEMBLY SEPERTING THE
 STAIRWELL AND FIRST FLOOR OCCUPANCY.
  
 3) 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.
  
 4) THE OLD PLAN (1) INDICATES IMPACT
 FEES WERE PAID, THE PLANS THAT ARE GOING
 TO BECOME THE PERMIT SET NEED TO HAVE
 THE IMPACT FEE STAMP ON THEM. WE ALSO
 NEED COPIES OF THE IMPACT FEE RECEIPT
 FOR RECORD KEEPING AND FOR AUDITING.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2006-06-15 Cont ID  
Sent By jwitmer Date 2006-06-15 Time 14:45 Rev Time 3.33
Received By jwitmer Date 2006-06-15 Time 12:20 Sent To  
Notes
2006-06-15 00:00:00PERMIT: 06011130
 ADD: 2037 SPRUCE AVE
 CONT:PLAN REVIEW
 "WEST PALM BEACH HOUSING
 AUTHORITY"
 TEL: (561)655-8530
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 2ND REVIEW
 ACTION: DENIED
  
 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.
  
 1) COMMENET# 6 FROM THE PREVIOUS REVIEW,
 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.
  
 2)COMMENT# 12 FROM THE PREVIOUS REVIEW,
 REPORT IS A COPY NOT RAISED SEAL. 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.
  
 3) COMMENT# 16 FROM THE PREVIOUS REVIEW,
 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) TRUSS ANCHORS
 B) ROOF ASSEMBLIES
 C) STORM SHUTTERS
 ROOF ASSEMBLIES, HIGHLIGHT WHICH
 SUBSYSTEM THAT WILL BE USED, ALSO SEE IF
 REPORT WILL REQUIRE ENHANCED FASTENING
 LIMITATION# 7 OR 9.
  
 INDICATE WHERE STORM SHUTTERS WILL BE
 STORED?
 FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 PROCEDURES: 1(B) A COMPLETE INSTALLATION
 SCHEDULE SUMMARIZING & IDENTIFYING
 OPENING SIZES, STORY HEIGHTS, UNIT MARK
 NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM
 BAR REINFORCING REQUIREMENTS, WALL PRES-
 SURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATION
 TO FACILITATE PLAN REVIEW AND PERMIT
 ISSUANCE.
 PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE USED
 FOR ALL NON-IMPACT GLAZING.
 FBC 1606.1.4.
  
 4) COMMENT# 18 FROM THE LAST REVIEW,
 A200 & A500 DOOR WAY ND01 PLANS INDICATE
 THE USE OF (2) 2'-8" DOORS. SEE
 11-4.13.5 A MINIMUM OF 32" CLEAR WIDTH
 REQUIRED.
  
 5) A401 & S204 COMMENT# 30 FROM THE
 PREVIOUS REVIEW, PLANS INDICATE A
 CONCRETE DECK, PROVIDE STEEL SIZE AND
 LAYOUT FOR THE 2ND FLOOR CONCRETE DECK.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-04-04 Cont ID  
Sent By jwitmer Date 2006-04-04 Time 14:12 Rev Time 4.44
Received By jwitmer Date 2006-04-04 Time 14:12 Sent To PC
Notes
2006-04-04 00:00:00BUILDING PLAN REVIEW
 PERMIT: 06011130
 ADD: 2037 SPRUCE AVE
 CONT:PLAN REVIEW
 "WEST PALM BEACH HOUSING
 AUTHORITY"
 TEL: (561)655-8530
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 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.
  
 1) PLANS, SPECIFICATIONS,REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G16.003 ARCHITECTS
  
 2)DALIMA STUDIO ARCHITECTURE
 481.219 F.S.CERTIFICATE OF
 AUTHORIZATION.THE TITLE BLOCK FOR ANY
 SHEET BEARING THE NAME OF AN ARCHITECT
 PRACTICING UNDER A FICTITIOUS NAME, A
 CORPORATION, OR A PARTNERSHIP, OFFERING
 ARCHITECTURAL SERVICES, SHALL INCLUDE
 THE CERTIFICATE OF AUTHORIZATION
 NUMBER.ADD THE NUMBER TO EACH SHEET.
 THIS MAY BE ADDED BY HAND.
  
 3A) FUAT ORNARLI P E STRUCTURAL
 ENGINEER:
 PLANS, SPECIFICATIONS,REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
  
 3B) LNI: LEONARDO NAVEIRAS INC.
 CONSULTING ENGINEER. 471.023 F.S.
 CERTIFICATE OF AUTHORIZATION.THE TITLE
 BLOCK FOR ANY SHEET BEARING THE NAME OF
 AN ENGINEER PRACTICING UNDER A
 FICTITIOUS NAME, A CORPORATION, OR A
 PARTNERSHIP, OFFERING ENGINEERING
 SERVICES, SHALL INCLUDE THE CERTIFICATE
 OF AUTHORIZATION NUMBER.
 ADD THE NUMBER TO EACH SHEET.THIS MAY
 BE ADDED BY HAND.
  
 4) 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.
  
 5) SHEET A100 CORRECT ALL REFRENCES TO
 THE 2001 FBC TO THE 2004 FBC.
  
 6) 106.3.3* PRODUCT APPROVALS- 2004
 THOSE PRODUCTS THAT ARE RGULATED BY DCA
 RULE 9B-72 SHALL BE REVIEWED AND
 APPROVED IN WRITTING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 7) (2004 FBC) 106.1.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS. CONSTRUCTION
 DOCUMENTS SHALL BE OF SUFFICIENT CLARITY
 TO INDICATE THE LOCATION, NATURE &
 EXTENT OF THE WORK PROPOSED & SHOW IN
 DETAIL THAT IT WILL CONFORM TO THE
 PROVISIONS OF THIS CODE AND REVELENT
 LAWS, ORDINANCES, AND RULES AND
 REGULATIONS AS DETERMINED BY THE
 BUILDING OFFICIAL.
  
 8) 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.
  
 9) 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.
  
 10) 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.
  
 11)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.
  
 12) 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 .
  
 13) FBC 13-400.3.ABC.3 FORMS ENERGY
 COMPLIANCE FORMS:FORMS REFERENCED IN
 TABLE 400.3.ABC.3 SHALL BE USED TO
 DEMONSTRATE CODE COMPLIANCE WITH THIS
 CHAPTER. CLIMATE ZONES ARE LISTED BY
 COUNTY AND CITY IN APPENDIX 13-A OF THIS
 CHAPTER.
  
 14)BEFORE A PERMIT TO CONSTRUCT CAN
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH CO.,THE PERMIT PLANS STAMPED
 BY THEM AND THE RECEIPT ATTACHED TO THE
 PERMIT APPLICATION. IF BUILDINGS ARE
 BEING DEMOLISHED FROM THIS SITE NOTE
 TAKE THE IMPACT FEE CREDIT FOR THE
 DEMOLISHED BUILDING.
  
 15)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
  
 16) 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) WINDOWS FIXED OR OPERABLE
 B) EXTERIOR DOORS GLAZED OR NOT
 C) COMPONENTS & CLADDING TRUSS ANCHORS
 D) ROOFING ASSEMBLIES
 E) STORM SHUTTERS IF WINDOWS DO NOT
 HAVE LARGE MISSLE TESTING.
  
 17) S202 WIND DESIGN, NOTE DESIGNED TO
 THE HIGH VELOCITY WIND ZONE REQUIRED IN
 DADE AND BROWARD BUT NOT PALM BEACH
 COUNTY.MISSING THE APPLICABLE ENCLOSURE
 CLASSIFICATIONS AND, IF DESIGNING WITH
 ASCE 7, INTERNAL PRESSURE COEFFICIENT
 1603.1.4(4).
  
 18) A200 THE FRONT DOOR ND01 IS
 INDICATED AS (2) 2'-6" DOORS:1008.1.1
 SIZE OF DOORS.
 THE MINIMUM WIDTH OF EACH DOOR OPENING
 SHALL BE SUFFICIENT FOR THE OCCUPANT
 LOAD THEREOF AND SHALL PROVIDE A CLEAR
 WIDTH OF NOT LESS THAN 32 INCHES (813
 MM). CLEAR OPENINGS OF DOORWAYS WITH
 SWINGING DOORS SHALL BE MEASURED BETWEEN
 THE FACE OF THE DOOR AND THE STOP, WITH
 THE DOOR OPEN 90 DEGREES (1.57 RAD).
 WHERE THIS SECTION REQUIRES A MINIMUM
 CLEAR WIDTH OF 32 INCHES (813 MM) AND A
 DOOR OPENING INCLUDES TWO DOOR LEAVES
 WITHOUT A MULLION, ONE LEAF SHALL
 PROVIDE A CLEAR OPENING WIDTH OF 32
 INCHES (813 MM).
  
 19) A100 SCOPE OF WORK INDICATES THERE
 TOO BE TWO UTILITY STUB OUTS FOR 2
 ACCESSIBLE RESTROOMS. WILL THE RESTROOM
 WALLS BE PART OF THIS PERMIT? IF SO
 INDICATE ON PLAN.
  
 20A) PLANS A201 INDICATE A 1 HR RATED
 CEILING IN THE FUTURE MERCANTILE, FIRST
 FLOOR PROVIDE UL OR GYPSUM ASSOC NUMBER.
  
 20B) PLANS INDICATE MERCANTILE FUTURE
 A/C, AT THAT TIME THE FIRE RATED CEILING
 WILL REQUIRE FIRE DAMPERS WHEN THE DUCT
 PENETRATES THE CEILING.
  
 21) SITE PLAN
 21A) PROVIDE A DETAIL AS TO THE
 ACCESSIBLE ROUTE INTO THE FIRST FLOOR
 FOR THE HANDICAPPED, IT APPEARS THAT THE
 HANDICAPPED ACCESS AISLE RUNS DIRECTLY
 INTO A 1'-4" COLUMN.
  
 21B) THE SECOND FLOOR UNIT DECENDS TO A
 LANDING ON THE INTERIOR OF THE BUILDING
 BUT THE SITE PLAN DOESN'T INDICATE A
 LANDING ON THE EXTERIOR?
  
 22) THE SECOND FLOOR UNIT IS A R-2
 OCCUPANCY, THE MINIMUM DOORWAY FOR ND 03
 AND ND 04 IS 32" CLEAR 1008.1.1 PART OF
 A MEANS OD EGRESS.
  
 23) A402 STAIRWELL AND HANDRAIL, STAIRS
 WILL REQUIRE HANDRAILS ON BOTH WALLS,
 1009.11 HANDRAILS . STAIRWAYS SHALL HAVE
 HANDRAILS ON EACH SIDE. HANDRAILS SHALL
 BE ADEQUATE IN STRENGTH AND ATTACHMENT
 IN ACCORDANCE WITH SECTION 1607.7.
  
 24)A402 THE HANDRAIL AT THE BOTTOM OF
 THE STAIRWELL:1009.11.5 HANDRAIL
 EXTENSIONS.
 HANDRAILS SHALL RETURN TO A WALL, GUARD
 OR THE WALKING SURFACE OR SHALL BE
 CONTINUOUS TO THE HANDRAIL OF AN
 ADJACENT STAIR FLIGHT. WHERE HANDRAILS
 ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE
 HANDRAILS SHALL EXTEND HORIZONTALLY AT
 LEAST 12 INCHES (305 MM) BEYOND THE TOP
 RISER AND CONTINUE TO SLOPE FOR THE
 DEPTH OF ONE TREAD BEYOND THE BOTTOM
 RISER.
  
 25) A401 & A402 NOTE# 11, WRONG CODE
 SECTION OUT OFTHE 2001 FBC.
  
 26) A3.00 NORTH ELEVATION, SECOND STORY
 OVER THE ALLOWABLE 10 % UNPROTECTED
 OPENINGS. FLOOR TO CEILING X LENGTH OF
 BUILDING = 374 SQ FT X 10%= 37.4 OF
 UNPROTECTED OPENINGS. SEE TABLE 704.8 &
 SECTION 704.8.
  
 27) S201 STAIRWELL, EXPLAIN THE 2X12
 LEDGER THE ENTIRE LENGTH OF THE
 STAIRWELL?
  
 28) S203 SECTION 1 & 2, THE SECOND STORY
 FLOOR SYSTEM IS MISSING THE FIRE STOP AT
 THE CEING LINE. NOTE OCCUPANCY
 SEPERATION TO BE 1 HR RATED!SECTION 711
 HORIZONTAL ASSEMBLIES,712.3.1.2
 THROUGH-PENETRATION FIRESTOP SYSTEM.
 THROUGH PENETRATIONS SHALL BE PROTECTED
 BY AN APPROVED PENETRATION FIRESTOP
 SYSTEM INSTALLED AS TESTED IN ACCORDANCE
 WITH ASTM E 814 OR UL 1479, WITH A
 MINIMUM POSITIVE PRESSURE DIFFERENTIAL
 OF 0.01 INCH (2.49 PA) OF WATER AND
 SHALL HAVE AN F RATING OF NOT LESS THAN
 THE REQUIRED FIRE-RESISTANCE RATING OF
 THE WALL PENETRATED.
 717.2 FIREBLOCKING.
 IN COMBUSTIBLE CONSTRUCTION,
 FIREBLOCKING SHALL BE INSTALLED TO CUT
 OFF CONCEALED DRAFT OPENINGS (BOTH
 VERTICAL AND HORIZONTAL) AND SHALL FORM
 AN EFFECTIVE BARRIER BETWEEN FLOORS,
 BETWEEN A TOP STORY AND A ROOF OR ATTIC
 SPACE. FIREBLOCKING SHALL BE INSTALLED
 IN THE LOCATIONS SPECIFIED IN SECTIONS
 717.2.2 THROUGH 717.2.7
  
 29) THE SAME SITUATION SECOND FLOOR
 CEILING/ ROOF ASSEMBLY IS MISSING FIRE
 BLOCKING AT THE CEILING LINE.717.2.7.
  
 30) S204 SECTION# 4, PROVIDE STEEL SIZE
 AND SPACING FOR 2ND FLOOR CONCRETE DECK.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL (561)805-6715
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2006-09-15 Cont ID  
Sent By dpalmer Date 2006-09-15 Time 21:21 Rev Time 0.00
Received By dpalmer Date 2006-09-15 Time 21:17 Sent To  
Notes
2006-09-15 00:00:00**** NOTE ***
  
 1) PLEASE SEE SHEET S202 IN ONE OF TEH
 SETS IS NOT SEALED BY THE ENGINEER.
  
 2) PLEASE SEE PLUMBING SHEETS NOW NO
 LONGER CONTAIN TITLE BLOCKS FO THE
 ENGINEER OF RECORD. THE TITLE BLOCKS ON
 THE MECH SHEETS IS THE TITLE BLOCKS FOR
 THE SAME ENGINEER ON "P" SHEETS.
  
 3)PLEASE SEE SURVEY'S DO CONTAIN AN
 ORIGINAL SIGNATURE AND IS INDEED
 CONTAINS A RAISED SEAL OVER A
 PHOTO-COPIED SIGNATURE. FS 472.025, FAC
 61G17
  
 ** THIS IS ONLY NOTED, AS THIS IS NOT AN
 ELECTRICAL COMMENT.
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2006-06-07 Cont ID  
Sent By dpalmer Date 2006-06-07 Time 12:02 Rev Time 0.00
Received By dpalmer Date 2006-06-07 Time 11:14 Sent To  
Notes
2006-06-07 00:00:00**** UNSAT ****
  
 1) NOTE: PLEASE SEE THE ELECTRICAL PLANS
 NOW SIGNED, DATED AND SEALED HOWEVER THE
 SEAL CONTAINS THE WORDING OF
 "CETIFICATE". PLEASE SEE FAC
 61G15-23.002 WHICH IN FEB 2004 THE
 RULING WAS PASSED THAT ALL SEALS SHALL
 NO LONGER CONTAIN THE WORDING OF
 "CERTIIFCATE" AND SHALL BE CHNEGD TO
 "LICENSE". PLEASE KNOW AN EXTENSION WAS
 GIVEN TO THE DATE OF 12/31/05 AND ALL
 PLANS AND PERMITS AFTER SUCH DATE MUST
 CONTAIN THE NEW SEALS.
 PLEASE OBTAIN NEW SEAL, PLEASE SIGN,
 DATE AND SEAL PLANS AND PLEASE BE SURE
 SEALS ARE RAISED CLEAR AND VISABLE.
  
  
 PLEASE SUBMIT THE 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]
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2006-03-02 Cont ID  
Sent By dpalmer Date 2006-03-02 Time 18:53 Rev Time 0.00
Received By dpalmer Date 2006-03-02 Time 17:43 Sent To  
Notes
2006-03-02 00:00:00********** UNSAT **********
  
 ** PLEASE KNOW, PLANS WERE SUBMITTED FOR
 "PLAN REVIEW" ONLY NAD HAVE NOT BEEN
 SUBMITTED FOR PERMIT.
  
 1)NOTE: PLEASE BE SURE PLANS REFERENCE
 CURRENT CODES IN EFFECT FOR THIS SCOPE
 OF WORK.
 PLEASE SEE COVER SHEET(S) WHICH
 REFERENCE THE 2001 FBC?
 PLEASE SEE OTHER SHEET REFLECT THE 2004.
 PLEASE BE SURE PLANS ALSO REFERENCE THE
 2002 NFPA-72, 2003 NFPA-101, 2002
 NFPA-70
  
 2)NOTE: PLEASE SEE PLANS SUBMITTED ARE
 NOT SIGNED, DATED OR SEALED BY ARCHITECT
 OR ENGINEER;S OF RECORD. THIS IS NOT
 REQUIRED WHEN SUBMITTING FOR"PLAN
 REVIEW" , HOWEVER IS REQUIRED WHEN
 SUBMITTING FOR PERMIT.
 FS 481.221,471.025
  
 3)NOTE: PLEASE SEE MISSING FIRM LICENSE
 NUMBER FOR ARCHITECTURAL FIRM. FLORIDA
 ADMINISTRATIVE CODE, 61G1-16.004, FS
 481.219
 PLEASE KNOW, THIS IS REQUIRED ON ALL
 SHEETS AND FOR ALL TRADES WHICH CONTAIN
 THE TITLE BLOCK FOR ARCHITECTURAL FIRM.
 THIS COMMENT STANDS FOR ALL REVIEWS
 WHETHER OR NOT COMMENT IS MADE BY OTHER
 REVIEWER(S).
  
 4)NOTE: PLEASE KNOW, CUNDUIT IN OPEN
 TENANT SPCE SHALL BE PROTECTED, BY BEING
 SCHEDULE 80 OF PVC OR RIGID METAL ETC.
 352,354,358
  
 5)NOTE: PLEASE SEE THAT THE ADDRESS OF
 JOB FOR SCOPE OF WORK WILL BE REQUIRED
 ON TITLE BLOCKS.
  
 6)NOTE: PLEASE SEE 2002 NEC, 210.12 AS
 ARC FAULT PROTECTION IS REQUIRED FOR ALL
 "OUTLETS" IN SLEEPING RMS.
 PLEASE SEE CIRCUIT(S), AS ONE BEDRM
 CIRCUIT DOES NOT INDICATE ARC FAULT
 PROTECTION, ALTHOUGH A CIRCUIT #16,
 DOES, YET THIS CIRCUIT COULD NOT BE
 LOCATED ON PLANS OR FOR CIRCUIT FOR
 BEDRMS?
 PLEASE CORRELATE.
  
 7)NOTE: PLEASE SEEMISSING FOOTER STEEL
 AS PART OF THE GROUNDING ELECTRODE
 SYSTEM. THE FOOTER STEELL IS REQUIRED
 PER NEC 250.50,250.52 AND THIS AHJ.
 THIS CONNECTION SHALL BE MADE.
  
 8)NOTE: PLEASE SEE MISSING SMOKE
 DETECTOR ON FIRST FLR LEADING TO THE FLR
 ABOVE PER NFPA-72 11.5.1.1 .
  
 9)NOTE: PLEASE SEE THAT A MIN OF 10FT
 CANDLES (108 LUX) IS REQUIRED UNDER
 NORMAL LIGHTING CONDITIONS FOR STAIR
 WAY, AND IS PERMITTED TO BE RATED DOWN
 TO 1 FT CANDLE MIN UNDER EM CONDITIONS.
 LS 1017.8.1.3,7.9.2.2
  
 10)NOTE: PLEASE BE SURE TO COMPLETELY
 REMOVE ALL OLD/VOIDED SHEETS AND ONLY
 INSERT NEW REVISED SHEETS INTO COMPLETE
 SETS FOR REVIEW AND STAMPING.
  
 ** PLEASE SEE ANY POSSIBLE COMMENTS FROM
 OTHER TRADES WHICH MAY AFFECT ELECTRICAL
 PLANS.
  
 ** PLEASE SUBMIT THE ABOVE INFORMATION
 FOR REVIEW. IF THERE ARE ANY QUESITONS,
 PLEASE DO NOT HESITATE IN CONTACTING
 THIS OFFICE.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
  
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 4 Status P Date 2006-10-27 Cont ID  
Sent By rchokshi Date 2006-10-27 Time 16:25 Rev Time 0.00
Received By rchokshi Date 2006-10-27 Time 16:25 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2006-09-14 Cont ID  
Sent By rchokshi Date 2006-09-14 Time 11:52 Rev Time 0.00
Received By rchokshi Date 2006-09-14 Time 10:48 Sent To  
Notes
2006-09-14 00:00:00 
  
 FAILED FOR FOLLOWING REASONS:
  
 1. ALBERT RODRIGUEZ OF DALIMA WROTE IN
 HIS LETTER OF 8/23/06 THAT " THE CIVIL
 ENGINEER HAS PROVIDED THE RESPONSE....."
 FOR COMMENT MADE BY AMINI ON 3/10/06 &
 COMMENTS MADE BY STEVE S. ON 6/22/06. I
 COULD NOT FIND YOUR RESPONSE ANY WHERE
 IN THE PACKAGES YOU SENT ON 9/13/06.
  
 MAY BE WE DID NOT PROVIDE YOU ENOUGH
 EXPLANATIONS.
  
 2. PLEASE SHOW POLLUTION PREVENTION SILT
 FENCE AROUND THE SITE.
  
 3. STORM WATER CAL.,PERVIOUS, IMPERVIOUS
 AREA CAL.,CRITERIA FOR RUNOFF CAL.,SHOW
 CALCULATION FOR DETERMING # OF
 EXFILTRATION TRENCHES, AFTER THAT WHAT
 KINDS OF CONTROL STUCTURES, &
 DETAILS,ETC.,
  
 4. DRAWINGS WITH DETAILS OF CITY OF WPB,
 STANDARDS, FOR DRIVEWAY,
 SIDEWALK,APPROACHES, PARKINGS, WITH ADA,
 DUMPSTER ENCLOSURE DETAILS, ETC.,
 TO EXPEDITE, PLEASE RESPOND EACH ITEM OF
 THE PARAGRAPHS IN YOUR LETTER TO
 ENGINEERING.
  
 5. PLEASE SHOW STORM/DRANAGE WATER,
 SEWERMAIN,WATER MAIN, CONNECTIONS TO
 MAINS, ETC.,
  
 6. UTILITY (45TH STREET) MUST REVIEW
 BEFORE WE APPROVE.
  
 7. PLEASE PROVIDE ALL CATCH BASINS,
 STORM/DRAINAGE OUTLETS/INLETS IN THE
 PROJECT SITE AREAS, TO DETERMINE THAT
 THE NEIGHBOURING AREAS DO NOT GET
 FLOODED.
  
 PLEASE RESPOND EACH ITEM OF THE
 PRAGRAPHS TO ENGINEERING TO EXPEDITE THE
 PERMITTING
  
 RASIK CHOKSHI 805-6723
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2006-06-22 Cont ID  
Sent By   Date 2006-06-22 Time   Rev Time 1.50
Received By   Date 2006-06-22 Time   Sent To  
Notes
2006-06-22 00:00:00WILL ALL RUNOFF BE RETAINED ONSITE
 PENDING FUTURE CONSTRUCTION OF 24 INCH
 RCP AND CONTROL STRUCTURE?
  
 STEVE SARLEY
 (561) 494-1095
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2006-03-10 Cont ID  
Sent By mamini Date 2006-03-10 Time 16:21 Rev Time 0.50
Received By mamini Date 2006-03-10 Time 16:21 Sent To  
Notes
2006-03-10 00:00:00FAILED:
  
 1. PLEASE SUBMIT CIVIL PLAN FOR OUR
 REVIEW, NOTE THAT, CIVIL PLAN SHOULD
 INCLUDE DRAINAGE FOR THE ENTIRE SITE,
 EROSION PREVENTION PLAN (SILT FENCE),
 AND CONNECTION TO THE CITY SERVICES IF
 ANY, METER, BACKFLOWS, CLEAN OUT, ETC..
  
 IF ANY QUESTION PLEASE PLEASE CONTACT
 805-6723 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2006-10-24 Cont ID  
Sent By mawillia Date 2006-10-24 Time 12:27 Rev Time 0.00
Received By mawillia Date 2006-10-24 Time 12:27 Sent To  
Notes
2006-10-24 12:35:58*****APPROVED******
  
  
  
  
 **COMMENTS FROM PREVIOUS FIRE PLAN REVIEW HAVE BEEN
 ADDRESSED AND/OR CORRECTED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2006-09-19 Cont ID  
Sent By mawillia Date 2006-09-19 Time 11:11 Rev Time 0.00
Received By mawillia Date 2006-09-18 Time 15:38 Sent To  
Notes
2006-09-19 00:00:00*****UNSAT*****
  
  
  
  
  
 1.) CLOUDED/BUBBLED AREA TOP LEFT CORNER
 OF SHEET A-200 SHOULD REFERENCE NFPA 101
 INSTEAD OF NFPA 10.
  
 2.) FIRE EXTINGUISHERS SHOULD ALL BE
 RATED 2A10BC, NOT CLASS A (RESIDENTIAL
 UNIT) OR CLASS B (MERCANTILE UNIT).
  
 3.) SHOW/DISPLAY NUMERICAL ADDRESS FOR
 THE STRUCTURE ON SHEET S-205. AS PER
 WEST PALM BEACH CODE, SEC. 78-6(2) THE
 ADDRESS SHALL BE POSTED ON THAT PORTION
 OF THE STRUCTURE FRONTING OR FACING THE
 STREET OR ROADSIDE (SPRUCE AVENUE). AS
 A REMINDER, NUMBERS SHALL BE NO LESS
 THAN 6" IN HEIGHT AND 1" IN WIDTH WHICH
 CONTRAST AND ARE CLEARLY DISTINGUISHABLE
 FROM THE BACKGROUND.
  
  
  
  
 ALL OTHER CONCERNS/COMMENTS FROM
 PREVIOUS FIRE PLAN REVIEW(S) HAVE BEEN
 ADDRESSED AND/OR CORRECTED.
  
  
  
  
  
  
  
 LT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2006-06-08 Cont ID  
Sent By mwennerg Date 2006-06-08 Time 13:13 Rev Time 0.00
Received By mwennerg Date 2006-06-08 Time 13:13 Sent To  
Notes
2006-06-08 00:00:00***DENIED***
  
 1) CIVIL PLANS HAVE BEEN REQUESTED FOR
 REVIEW. PLEASE SUBMIT AND ILLUSTRATE
 EXISTING OR NEW FIRE HYDRANT LOCATIONS.
  
 2) WITH REGARDS TO INTERIOR FINISH
 CLASSIFICATION FOR WALLS AND CEILINGS,
 PLEASE NOTE THAT NFPA 101, SEC. 36.3.2
 REFERENCES PROTECTION FROM HAZARDS.
 PLEASE MAKE CORRECTION. THE CORRECT LIFE
 SAFETY CODE EDITION SHALL READ 2003, NOT
 2004.
  
 3) IN ADDITION TO FBC, STAIRS SHALL
 COMPLY WITH NFPA 101, CHAPTER 7.
  
  
 MIKE WENNERGREN, CAPTAIN/WPBFR
 FIRE PLAN REVIEW (561) 805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2006-03-21 Cont ID  
Sent By mwennerg Date 2006-03-21 Time 11:09 Rev Time 0.00
Received By mwennerg Date 2006-03-21 Time 11:09 Sent To  
Notes
2006-03-21 00:00:00******PLAN REVIEW ONLY******
  
 ******DENIED******
  
 1) CIVIL DRAWINGS HAVE BEEN REQUESTED BY
 ENGINEERING PLAN REVIEW. IN ADDITION,
 PLEASE IDENTIFY THE CLOSEST FIRE HYDRANT
 TO THE BUILDING.
  
 2) PLEASE CLARIFY THE NFPA SECTION ON
 SHT A-300. NFPA 101, 2003 EDITION SHALL
 BE REFERENCED.
  
 3) AN ADDRESS IS REQUIRED ON BUILDING
 AND SHALL BE A MINIMUM OF 6" IN HEIGHT
 AND CONTRASTING TO THE BACKGROUND.
  
 4) STAIRS TO COMPLY WITH FBC AND NFPA
 101, CHAPTER 7.
  
 5) 2A-10B,C RATED FIRE EXTINGUISHERS ARE
 REQUIRED.
  
 6) PLEASE INDICATE THE INTERIOR FINISH
 CLASSIFICATION OF WALLS AND CEILINGS.
  
 7) CONSTRUCTION, ALTERATION AND
 DEMOLITION TO COMPLY WITH NFPA 241.
  
  
 MIKE WENNERGREN, CAPTAIN/WPBFR
 FIRE PLANS REVIEW (561) 805-6722
Review Stop G GAS REVIEW
Rev No 1 Status N Date 2007-01-30 Cont ID  
Sent By mperson Date 2007-01-30 Time 15:17 Rev Time 0.00
Received By mperson Date 2007-01-30 Time 15:17 Sent To PC
Notes
2007-01-30 15:45:31NOTE: REFERENCE PLUMBING PLAN REVIEW.
Review Stop I INCOMING/PROCESSING
Rev No 12 Status N Date 2008-12-08 Cont ID  
Sent By adarroug Date 2008-12-08 Time 08:53 Rev Time 0.00
Received By adarroug Date 2008-12-08 Time 08:53 Sent To Z
Notes
2008-12-08 08:53:26TO "Z" BOX/SUBMITTAL
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Rev No 11 Status N Date 2008-12-02 Cont ID  
Sent By adarroug Date 2008-12-02 Time 10:26 Rev Time 0.00
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Notes
2008-12-02 10:27:14TO "Z" BOX/SUBMITTAL
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Rev No 10 Status N Date 2007-05-22 Cont ID  
Sent By adarroug Date 2007-05-22 Time 11:03 Rev Time 0.00
Received By adarroug Date 2007-05-22 Time 11:03 Sent To M
Notes
2007-05-22 11:03:51TO "M" BOX/REV
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Rev No 9 Status N Date 2007-03-01 Cont ID  
Sent By adarroug Date 2007-03-01 Time 16:18 Rev Time 0.00
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Notes
2007-03-01 16:19:04TO "JWITMER" DESK/SUBMITTAL
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Rev No 8 Status N Date 2007-02-14 Cont ID  
Sent By adarroug Date 2007-02-14 Time 10:22 Rev Time 0.00
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Notes
2007-02-14 10:22:36TO "JWITMER" DESK/SUBMITTAL
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Rev No 7 Status N Date 2007-01-29 Cont ID  
Sent By adarroug Date 2007-01-29 Time 17:45 Rev Time 0.00
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Notes
2007-01-29 17:45:36TO "JWITMER" DESK/SUBMITTAL
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Rev No 6 Status N Date 2006-11-17 Cont ID  
Sent By adarroug Date 2006-11-17 Time 16:27 Rev Time 0.00
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Notes
2006-11-17 16:28:01TO "JWITMER" DESK/RESUB
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Rev No 5 Status N Date 2006-11-01 Cont ID  
Sent By adarroug Date 2006-11-01 Time 10:10 Rev Time 0.00
Received By adarroug Date 2006-11-01 Time 10:10 Sent To AD
Notes
2006-11-01 10:10:38TO "AD" BOX
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Rev No 4 Status N Date 2006-10-23 Cont ID  
Sent By adarroug Date 2006-10-23 Time 16:44 Rev Time 0.00
Received By adarroug Date 2006-10-23 Time 16:44 Sent To  
Notes
2006-10-23 16:50:25TO "PSCHMITZ" DESK/RESUB--EXPEDITED PERMIT--
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2006-09-13 Cont ID  
Sent By adarroug Date 2006-09-13 Time 14:58 Rev Time 0.00
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Notes
2006-09-13 00:00:00TO "COMM" BD#39--EXPEDITED PERMIT--
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Rev No 2 Status N Date 2006-06-05 Cont ID  
Sent By adarroug Date 2006-06-05 Time 14:28 Rev Time 0.00
Received By adarroug Date 2006-06-05 Time 14:28 Sent To  
Notes
2006-06-05 00:00:00TO "COMM" BD#17--EXPEDITED PERMIT--
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2006-04-05 Cont ID  
Sent By jwitmer Date 2006-04-05 Time 11:41 Rev Time 0.00
Received By jwitmer Date 2006-01-26 Time 10:08 Sent To  
Notes
2006-03-01 00:00:00WAITING FOR "COMM" BD
 TO "COMM" BD#51
Review Stop L LANDSCAPING
Rev No 2 Status P Date 2008-12-08 Cont ID  
Sent By rkussner Date 2008-12-08 Time 15:08 Rev Time 0.00
Received By rkussner Date 2008-12-08 Time 15:08 Sent To PC
Notes
***NONE***
Review Stop L LANDSCAPING
Rev No 1 Status F Date 2008-12-02 Cont ID  
Sent By rkussner Date 2008-12-02 Time 18:15 Rev Time 0.00
Received By rkussner Date 2008-12-02 Time 18:15 Sent To PC
Notes
2008-12-02 18:19:51***LANDSCAPE REVIEW FAILED***
  
 THE SYMBOL "PN" IS SHOWN ON THE PLAN BUT THERE IS NO
 REFERENCE TO IT ON THE PLANT LIST. THE PLANT LIST
 INDICATES THAT A LIGUSTRUM TREE WILL BE PLANTED BUT THE
 LOCATION IS NOT SHOWN ON THE PLAN. PLEASE CLARIFY.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT ROBERT
 KUSSNER @ (561) 822-1462.
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2007-05-22 Cont ID  
Sent By tgordon Date 2007-05-22 Time 16:00 Rev Time 0.30
Received By tgordon Date 2007-05-22 Time 16:00 Sent To  
Notes
2007-05-22 16:01:46REVISION TO MECHANICAL PLANS PAGE AC201.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2006-10-05 Cont ID  
Sent By pkrauss Date 2006-10-03 Time 11:11 Rev Time 0.00
Received By pkrauss Date 2006-10-03 Time 07:44 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2006-06-06 Cont ID  
Sent By tgordon Date 2006-06-06 Time 12:05 Rev Time 0.45
Received By tgordon Date 2006-06-06 Time 12:05 Sent To  
Notes
2006-06-06 00:00:00*** DENIED ***
 1) PLEASE CORRECT ENERGY CALCULATIONS,
 SEE SYSTEMS (CAPACITY) 31,000. THIS IS
 FOR ONLY THE RESIDENITIAL UNIT ON THE
 SECOND FLOOR. PLEASE SHOW BOLTH UNITS,
 AS THE TOTAL SQUARE FEET IS 2394 FOR
 BOLTH FLOORS. AND SEE MAX TONNAGE 2.6 .
  
 2) PLEASE HAVE ENERGY CALCULATIONS
 SIGNED BY OWNER/AGENT.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2006-03-24 Cont ID  
Sent By pkrauss Date 2006-03-24 Time 08:48 Rev Time 0.00
Received By pkrauss Date 2006-03-24 Time 08:28 Sent To  
Notes
2006-03-24 00:00:00DENIED:PLAN CHECK ONLY
 2 STORY MIXED USE
 1.PLAN SHEET AC201 HVAC NOTE #1
 INDICATES RECIRCULATING NON VENTED HOOD.
 THIS ITEM IS SHOWN IN THE CLOSET WHERE
 THE WASHER & DRYER ARE TO BE INSTALLED.
 PLEASE CLARIFY.
  
 2.PLEASE NOTE, 2004 FMC 504.5, CLOTHES
 DRYERS THAT EXHAUST GREATER THAN 200 CFM
 SHALL BE PROVIDED WITH MAKE-UP AIR.
  
 3.PLAN SHEET AC201 HVAC NOTE #4 IS NOT
 INDICATED ON PLAN.PLEASE CLARIFY.
  
 4.PLEASE NOTE, WHEN PLANS ARE
 SUBMITTED FOR PERRMIT THEY ARE REQUIRED
 TO BE SIGNED, SEALED, AND DATED BY THE
 ARCHITECT & ENGINEER PER FS 481.221,
 471.025 & FAC 61G15-23.002, 61G1-16.003
 RESPECTIVELY.
  
 5.PLAN SHEET A100 INDICATES THE 2001
 FLORIDA BUILDING CODE WHICH SHOULD READ
 2004 FLORIDA BUILDING CODE.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
  
Review Stop P PLUMBING
Rev No 5 Status F Date 2007-01-30 Cont ID  
Sent By mperson Date 2007-01-30 Time 10:43 Rev Time 0.00
Received By mperson Date 2007-01-30 Time 10:43 Sent To G
Notes
2007-01-30 11:59:21REVISION DENIED
 REFERENCE: FBC-2004 PLUMBING; CITY OF WEST PALM BEACH
 AMENDMENTS TO THE FBC-2004, CHAPTER 1, ADMINISTRATION;
 FBC-2004 CHAPTER 11.
  
 THIS IS A TENANT BUILD OUT COMPLETE SET OF PLANS AND
 SEPERATE PERMIT REQUIRED.
 THE FOLLOWING CORECTIONS ARE REQUIRED FOR PLUMBING PLAN
 REVIEW TO MEET CODE COMPLIANCE:
  
 1. THE TWO COPIES OF PRINTS NEED TO BE STAMPED AND THE
 TWO PAGE WORK SHEETS NEED TO BE COMPLETED AND ATTACHED
 TO PRINTS BY DPBR HOTEL AND RESTAURANT DIVISION ON THE
 RESUBMITTAL PER FBC-2004 CHAPTER 1 SECTION 102.2.1.
  
 2. SHEETS P-1 AND P-2 INDICATE AN ABOVE GROUNDGREASE
 INTERCEPTOR IN THE BUILDING. PER CITY OF WEST PALM
 BEACH CODE SECTION 90.124 (7) (B) GREASE INTERCEPTORS
 (SEPERATORS, GREASE TRAPS) ARE TO BE INSTALLED OUTSIDE
 OF THE FOOD PREPERATION AREA WITH THE DISHWASHER
 DISCHARGING VIA A SEPERATE LINE. (F) EACH INTERCEPTOR
 SHALL BE CONSTRUCTED OF STEEL REINFORCED CONCRETE.
 CLEANOUTS SHALL BE STEEL MANHOLE COVERS. NO FIBERGLASS
 INTERCEPTORS SHALL BE INSTALLED.
 NOTE: FOR THIS APPROVAL OR A WAIVER PLEASE CONTACT THE
 FOLLOWING.
 ENVIRONMENTAL COMPLIANCE MANAGER
 LYNN MASSON (561) 822-2271
 FAX (561) 822-2279
 E-MAIL- [email protected]
  
 3. SHEETS P-1 FLOOR PLAN DOES NOT REFECT THE SANITARY
 RISER DIAGRAM AND SHEET P-2 SANITARY RISER DIAGRAM DOES
 NOT REFECT THE FLOOR PLAN. PLEASE CORRELATE AND
 RESUBMIT. PER FBC-2004 CHAPTER 1 SECTION 106.1,
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY
 TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK
 PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE
 PROVISIONS OF THIS CODE.
  
 4. SHEET P-2 GREASE RISER DIAGRAM MISSING FLOOR DRAIN
 AND PER FBC-2004 PLUMBING, TABLE 403.1 A SERVICE SINK
 REQUIRED.
 NOTE: FLOOR DRAIN AND SERVICE SINK SHALL DRAIN INTO THE
 GREASE INTERCEPTOR.
  
 5. SHEET P-1 BATH ROOMS: ALL TOILET ROOMS SHALL BE
 ACCESSIBLE: SUBMIT A FLOOR PLAN DETAIL AND AN ELEVATION
 DETAIL SHOWING COMPLIANCE WITH FBC-2004 CHAPTER 11
 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION,
 SECTIONS 11-4.16, 11-4.19 AND 11-4.22 AND ALL
 SUBSECTIONS.
  
 6. SHEET P-2 WATER ISOMETRIC: PER FBC-2004 PLUMBING
 SECTION 608 PROTECTION OF POTABLE WATER SUPPLY, PLEASE
 INDICATEA RPZV BACKFLOW PREVENTER ON THE
 RESUBMITTAL.
  
 7. SHEET P-2 PLUMBING GENERAL NOTES: A} PLEASE CHANGE
 NOTE #1 TO READ, ALL WORK SHALL BE DONE IN ACCORDANCE
 WITH THE FBC-2004 AND WITH ALL APPLICABLE REGULATIONS.
 B}PLEASE ADD TO NOTE #16, WATER HAMMER ARRESSTORS PER
 FBC-2004 PLUMBING SECTION 604.9.
  
 THE FOLLOWING CORRECTIONS ARE REQUIRED FOR GAS PLAN
 REVIEW TO MEET CODE COMPLIANCE:
  
 8. SHEET P-2 GAS ISOMETRIC: PER FBC-2004 FUEL GAS
 SECTION 404.14.1 LIMITATIONS. PLASTIC PIPE SHALL BE
 INSTALLED OUTSIDE UNDERGROUND ONLY. PLASTIC PIPE SHALL
 NOT BE USED WITHIN OR UNDER ANY BUILDING OR SLAB OR BE
 OPERATED AT PRESSURES GREATER THAN 100 PSIG FOR NATURAL
 GAS OR 30 PSIG FOR LP GAS.
  
 9. SHEET P-2 GAS ISOMETRIC: EMERGENCY HOOD SHUT DOWN
 SHUT OFF
 VALVE TO BE BELOW CEILING. MANUAL SHUT
 OFF VALVE TO BE UPSTREAM. UNION TO BE
 DOWN STREAM OF MANUAL VALVE.
  
  
 **********IMPORTANT INFORMATION
 IN ORDER TO EXPIDITE PLAN REVIEW: WHEN RESUBMITTING,
 PLEASE REPLACE ONLY SHEETS
 WHICH HAVE CHANGED AND PROVIDE ONE COPY
 OF ALL OLD/VOIDED SHEETS FOR REFERENCE
 ONLY. NOTE: ONLY ONE CORRECTED DRAWING
 IN RED INK FOR REFERENCE FOR
 RESUBMITTAL.
  
 END OF COMMENTS:
  
 REVIEW BY MIKE PERSON
 (561) 805-6730
 FAX (561) 805-6731
 E-MAIL [email protected]
 UNDER SUPERVISION OF K.STEVENS
 (561) 805-6721
Review Stop P PLUMBING
Rev No 4 Status P Date 2006-10-24 Cont ID  
Sent By pschmitz Date 2006-10-24 Time 09:22 Rev Time 0.00
Received By pschmitz Date 2006-10-24 Time 09:22 Sent To  
Notes
2006-10-24 09:27:18RE-SUB
Review Stop P PLUMBING
Rev No 3 Status F Date 2006-09-23 Cont ID  
Sent By pschmitz Date 2006-09-23 Time 13:05 Rev Time 0.00
Received By pschmitz Date 2006-09-23 Time 12:58 Sent To  
Notes
2006-09-23 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
 DENIED
  
 1) PLEASE SEE PLUMBING SHEETS NOW NO
 LONGER CONTAIN TITLE BLOCKS FO THE
 ENGINEER OF RECORD. THE TITLE BLOCKS ON
 THE MECH SHEETS IS THE TITLE BLOCKS FOR
 THE SAME ENGINEER ON "P" SHEETS.
  
 END OF COMMENTS, QUESTIONS 561-805-6692
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2006-06-18 Cont ID  
Sent By pschmitz Date 2006-06-18 Time 06:01 Rev Time 0.00
Received By pschmitz Date 2006-06-18 Time 06:00 Sent To  
Notes
2006-06-18 00:00:00RE-SUB
Review Stop P PLUMBING
Rev No 1 Status F Date 2006-06-18 Cont ID  
Sent By pschmitz Date 2006-04-01 Time 06:20 Rev Time 0.00
Received By pschmitz Date 2006-04-01 Time 06:16 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
 DENIED
  
 1)NOTE: PLEASE BE SURE PLANS REFERENCE
 CURRENT CODES IN EFFECT FOR THIS SCOPE
 OF WORK.
 PLEASE SEE COVER SHEET(S) WHICH
 REFERENCE THE 2001 FBC?
 PLEASE SEE OTHER SHEET REFLECT THE 2004.
 PLEASE BE SURE PLANS ALSO REFERENCE THE
 2002 NFPA-72, 2003 NFPA-101, 2002
 NFPA-70
  
 2)NOTE: PLEASE SEE PLANS SUBMITTED ARE
 NOT SIGNED, DATED OR SEALED BY ARCHITECT
 OR ENGINEER;S OF RECORD. THIS IS NOT
 REQUIRED WHEN SUBMITTING FOR"PLAN
 REVIEW" , HOWEVER IS REQUIRED WHEN
 SUBMITTING FOR PERMIT.
 FS 481.221,471.025
  
 3)NOTE: PLEASE SEE MISSING FIRM LICENSE
 NUMBER FOR ARCHITECTURAL FIRM. FLORIDA
 ADMINISTRATIVE CODE, 61G1-16.004, FS
 481.219
 PLEASE KNOW, THIS IS REQUIRED ON ALL
 SHEETS AND FOR ALL TRADES WHICH CONTAIN
 THE TITLE BLOCK FOR ARCHITECTURAL FIRM.
 THIS COMMENT STANDS FOR ALL REVIEWS
 WHETHER OR NOT COMMENT IS MADE BY OTHER
 REVIEWER(S).
  
 4) PLEASE SEE ANY POSSIBLE COMMENTS FROM
 OTHER TRADES WHICH MAY AFFECT ELECTRICAL
 PLANS.
  
 5) SHT P-201
 SEC 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) PROTECTION OF POTABLE WATER SUPPLY
 608.1 GENERAL.
 A POTABLE WATER SUPPLY SYSTEM SHALL BE
 DESIGNED, INSTALLED AND MAINTAINED IN
 SUCH A MANNER SO AS TO PREVENT
 CONTAMINATION FROM NONPOTABLE LIQUIDS,
 SOLIDS OR GASES BEING INTRODUCED INTO
 THE POTABLE WATER SUPPLY THROUGH
 CROSS-CONNECTIONS OR ANY OTHER PIPING
 CONNECTIONS TO THE SYSTEM. BACKFLOW
 PREVENTER APPLICATIONS SHALL CONFORM TO
 TABLE 608.1, EXCEPT AS SPECIFICALLY
 STATED IN SECTIONS 608.2 THROUGH
 608.16.9.
 (RPZV REQUIRED ON WATER SERVICE)
  
 END OF COMMENTS, QUESTIONS 561-805-6692
  
  
  
  
Review Stop Z ZONING
Rev No 3 Status P Date 2006-09-21 Cont ID  
Sent By ajones Date 2006-09-21 Time 11:41 Rev Time 0.00
Received By ajones Date   Time   Sent To  
Notes
2006-09-21 00:00:001.IF POSSIBLE REMOVE THE FINIAL FROM
 THE TOP OF THE BUILDING.
 2.APPLICANT CONSTRUCT PARKING AT THEIR
 OWN RISK DEPENDING ON THE MINOR
 AMENDMENT BEING APPROVED.
 3.IF APPLICANT IS GOING TO HAVE
 OUTSIDE SEATING CEILING FANS SHOULD BE
 INSTALLED.
Review Stop Z ZONING
Rev No 2 Status F Date 2006-07-06 Cont ID  
Sent By ajones Date 2006-07-06 Time 08:46 Rev Time 0.00
Received By ajones Date 2006-07-06 Time 08:45 Sent To I
Notes
2006-07-06 00:00:001.) LANDSCAPE PLAN NOT PROVIDED 2.) A/C
 UNITS ON NORTH SIDE OF THE BUILDING CAN
 BE NO CLOSER THAN 1 FOOT FROM THE
 PROPERTY LINE. 3.) THE ORIGINAL APPROVED
 PARKING LOT BEHIND THE BUILDING WAS NOT
 ANGLED PARKING.ANY CHANGES TO THE
 (SITE PLAN) REQUIRED A MINOR AMENDMENT
 OF THE RPD.
Review Stop Z ZONING
Rev No 1 Status F Date 2006-03-31 Cont ID  
Sent By ajones Date 2006-03-31 Time 12:16 Rev Time 0.00
Received By ajones Date 2006-03-31 Time 11:55 Sent To  
Notes
2006-03-31 00:00:00THE SETBACKS FOR THE BUILDING ARE:FRONT
 5 FEET; SIDE 5 FEET.THE SITE PLAN AND
 THE GROUND FLOOR PLAN DO NOT MATCH.
 2)HOW FAR DOES THE LOGGIA EXTEND OUT
 FROM THE BUILDING?3)HOW WIDE WILL THE
 SIDEWALK BE WITH THE LOGGIA AND CUATOUTS
 FOR TREES? 4)I NEED TO SEE A COPY OF THE
 LANDSCAPE PLAN. 5)INSTALL AN OVERHANG OR
 AWNING OVER THE ENTRANCE TO THE UPSTAIRS
 APARTMENT. 6)PUT A WINDOW ALONG THE
 SOUTH ELEVATION IN RESTURANT OR STAIRS.
 7) THE BLACK SPACE IN BEDROOM #1 WHERE
 THE STAIRS ARE COULD BE USED FOR STROAGE
 OR CLOSET SPACE WHICH WILL ALLOW YOU TO
 MAKE THE BEDROOM LARGER.


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