Plan Review Details - Permit 07080840
Plan Review Stops For Permit 07080840
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2008-03-21 Cont ID  
Sent By lmartine Date 2008-03-21 Time 13:47 Rev Time 0.00
Received By lmartine Date 2008-03-21 Time 13:47 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-10-10 Cont ID  
Sent By jjohnsto Date 2007-10-10 Time 10:01 Rev Time 3.00
Received By jjohnsto Date 2007-10-10 Time 09:59 Sent To  
Notes
2007-10-10 10:01:19CONSTRUCTION SERVICES DEPARTMENT
 200 SECOND STREET, 3RD FLOOR, WEST PALM BEACH,
 FLORIDA33401
 TEL:561-805-6713FAX:
 561-805-6731
  
 JAMES JOHNSTON, PERMIT NO 07080840 BUILDING
 PLAN EXAMINERII PROJECT BEAUTY
 SALON
 E-MAIL:JJOHNSTON @WPB.ORG ADDRESS
 1029TAMARIND
  DATE 10/09/2007
  
 BUILDINGPLANREVIEW
  
 CORRECTION SUBMITTAL
 WHEN RE-SUBMITTINGCORRECTED PLANS FOR PERMITTING,
 PLEASEREMOVE AND REPLACE ANY SHEETS AS NECESSARY.
 INCLUDE A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER WITH A DESCRIPTION OF THE
 REVISION MADE. IDENTIFY THE SHEET OR SPECIFICATION PAGE
 WHERE THE CHANGES CAN BE FOUND AND INCLUDE THE OLD
 SHEETS IN THE RE-SUBMITTAL PACKAGE FOR THE PLAN
 REVIEWER?S REFERENCE.
 THIS SHALL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR
 YOUR ANTICIPATED COOPERATION.
 COMMENT-FOR YOUR INFORMATION
  
 F.S.713.13NOTICE OF COMMENCEMENT
 FILE NOTICE WITH THE CLERK OF COURT RECORDING DIVISION.
 IF THE WORK DESCRIBED IN THE NOTICE IS NOT COMMENCED
 WITHIN 90 DAYS OF FILING THE NOTICE WILL BECOME NULL
 AND VOID. SUBMIT THE NOTICE AT THE TIME OF PERMIT
 ISSUANCE AND POST A COPY AT THE JOB SITE BEFORE THE
 FIRST INSPECTION.
 COMMENT-FOR YOUR INFORMATION
  
  
 NOTE ON COVER SHEET 1
 FBC2004 BUILDING W/ 2005 AND 6 REVISIONS
 FBC2004 ACCESSIBILITYCHAPTER 11
 FBC2004 EXISTING BUILDING
 LEVEL OF ALTERATION II
 TYPE OF CONSTRUCTION
 SPRINKLED / UN-SPRINKLED
 WIND SPEED AND EXPOSURE
 WIND IMPORTANCE FACTOR
 TYPE OF OCCUPANCY B -M
 OCCUPANT LOAD-GROSS - NET
 COMMENT-PLEASE PLACE ON SHEET A-1
  
 WINDOWS / DOORS PRODUCT APPROVALS
 WPB ADMINISTRATIVE CODE 106.3 REGULATED BY DCA RULE
 9B-72FLORIDA PRODUCT APPROVAL
 SUBMIT TWO COPIES OF EACH APPROVAL WITH FLORIDA PRODUCT
 APPROVAL COVER SHEET THE ARCHITECT?S / ENGINEER?S
 SIGNATURE AS APPLICABLE, STATING ?TO THE BEST OF THEIR
 KNOWLEDGE THE PRODUCT APPROVAL COMPLIES WITH THE PLANS
 AND SPECIFICATIONS.SEE:WEB SITE
 WWW.FLORIDABUILDING.COM
 NOTE: SEE DIVISION FACTOR TO BE USED IN DESIGN PRESSURE
 BY LEGACYFPA
 COMMENT-THE PRODUCT APPROVAL SERIES SH -800 DOES NOT
 HAVE A FLORIDA PRODUCT APPROVAL. PLEASE SELECT ANOTHER
 UNIT OR FILE A LOCAL PRODUCT APPROVAL APPLICATION.
  
  
 F.A.C.9B-72 STATE OF FLORIDAPRODUCT APPROVAL
 FLORIDA ADMINISTRATIVE CODE
 SPECIFIC AUTHORITY:F.S. 553.842 (1)
 FLORIDA BUILDING COMMISSION (COMMISSION)
 DEPT. FLORIDA DEPT. OF COMMUNITY AFFAIRS
  
  
 FBC BUILDING 801.3 CERTIFICATE OF OCCUPANCY
 REQUIRED.
 A CERTIFICATE OF OCCUPANCY SHALL BE ISSUED WHERE A
 CHANGE OF OCCUPANCY OCCURS THAT RESULTS IN BEING
 CLASSIFIED AS A DIFFERENT OCCUPANCY CLASSIFICATION AS
 DETERMINED BY THE FLORIDA BUILDING CODE, BUILDING .
 COMMENT-THE PLAN STATES THIS IS A RESIDENTIAL
 BUILDING CONVERTING TO MULTIPLE COMMERCIAL OCCUPANCIES
  
 FBC BUILDING 110.1 USE AND OCCUPANCY.
 NO BUILDING OR STRUCTURE SHALL BE USED OR OCCUPIED, AND
 NO CHANGE IN THE EXISTING OCCUPANCY CLASSIFICATION OF A
 BUILDING OR STRUCTURE OR PORTION THEREOF SHALL BE MADE
 UNTIL THE BUILDING OFFICIAL HAS ISSUED A CERTIFICATE OF
 OCCUPANCYAS PROVIDED HEREIN. ISSUANCE OF A
 CERTIFICATE OF OCCUPANCY SHALL NOT BE CONSTRUED AS AN
 APPROVAL OF A VIOLATION OF THE PROVISIONS OF THIS CODE
 OR OF OTHER ORDINANCES OF THE JURISDICTION. COMMENT-
 THE PLAN STATES THIS IS A RESIDENTIAL BUILDING
 CONVERTING TO MULTIPLE COMMERCIAL OCCUPANCIES THE PALM
 BEACH PROPERTY APPRAISER LIST THIS PROPERTY AS TWO
 STORES. PLEASE FURNISH THE PERMIT INFORMATION ON THE
 RESTAURANT
  
 FBC BUILDING 302.3.2 SEPARATED USES.
 EACH PORTION OF THE BUILDING SHALL BE INDIVIDUALLY
 CLASSIFIED AS TO USE AND SHALL BE COMPLETELY SEPARATED
 FROM ADJACENT AREAS BY FIRE BARRIER WALLS OR HORIZONTAL
 ASSEMBLIES OR BOTH HAVING A FIRE-RESISTANCE RATING
 DETERMINED IN ACCORDANCE WITH TABLE 302.3.2 FOR USES
 BEING SEPARATED. EACH FIRE AREA SHALL COMPLY WITH THIS
 CODE BASED ON THE USE OF THAT SPACE. EACH FIRE AREA
 SHALL COMPLY WITH THE HEIGHT LIMITATIONS BASED ON THE
 USE OF THAT SPACE AND THE TYPE OF CONSTRUCTION
 CLASSIFICATION. IN EACH STORY, THE BUILDING AREA SHALL
 BE SUCH THAT THE SUM OF THE RATIOS OF THE FLOOR AREA OF
 EACH USE DIVIDED BY THE ALLOWABLE AREA FOR EACH USE
 SHALL NOT EXCEED ONE.
 COMMENT-A FLOOR PLAN OF THE INTERIOR IS NECESSARY IN
 ORDER TO CERTIFY THAT THE FIRE RATED SEPARATION WILL
 NOT
 BE COMPROMISED BY THE NEWEXTERIOR WINDOWS OR DOORS.
  
 FBC BUILDING 106.1 SUBMITTAL DOCUMENTS. CONSTRUCTION
 DOCUMENTS, SPECIAL INSPECTION AND STRUCTURAL
 OBSERVATION PROGRAMS, AND OTHER DATA SHALL BE SUBMITTED
 IN ONE OR MORE SETS WITH EACH APPLICATION FOR A PERMIT.
 THE CONSTRUCTION DOCUMENTS SHALL BE PREPARED BY A
 DESIGN PROFESSIONAL WHERE REQUIRED BY THE STATUTES.
 WHERE SPECIAL CONDITIONS EXIST, THE BUILDING OFFICIAL
 IS AUTHORIZED TO REQUIRE ADDITIONAL CONSTRUCTION
 DOCUMENTS TO BE PREPARED BY A DESIGN PROFESSIONAL.
 COMMENT-FURNISH FLOOR PLAN OF BUILDING PERIMETER WITH
 MEASUREMENTS
  
  
 FBC BUILDING 106.3.1 APPROVAL OF CONSTRUCTION
 DOCUMENTS.
 WHEN THE BUILDING OFFICIAL ISSUES A PERMIT, THE
 CONSTRUCTION DOCUMENTS SHALL BE APPROVED, IN WRITING OR
 BY STAMP, AS ?REVIEWED FOR CODE COMPLIANCE.? ONE SET OF
 CONSTRUCTION DOCUMENTS SO REVIEWED SHALL BE RETAINED BY
 THE BUILDING OFFICIAL. THE OTHER SET SHALL BE RETURNED
 TO THE APPLICANT, SHALL BE KEPT AT THE SITE OF WORK AND
 SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL OR
 A DULY AUTHORIZED REPRESENTATIVE.
 COMMENT-FOR REVIEW AND ACCEPTANCE TWO SETS OF PLANS
 SHALL BE REQUIRED WITH TWO SETS OF ALL PRODUCT
 APPROVALS
  
 FBC BUILDING 1909.6.3 OPENINGS IN WALLS.
 NOT LESS THAN TWO NO. 5 BARS SHALL BE PROVIDED AROUND
 WINDOW AND DOOR OPENINGS. SUCH BARS SHALL EXTEND AT
 LEAST 24 INCHES (610 MM) BEYOND THE CORNERS OF
 OPENINGS.
 COMMENT-PLEASE COMPLY WITH THIS SECTION FOR THE
 INFILL AROUND THE WINDOW OPENINGS
  
 FBC BUILDING 1714.5.4.2 MASONRY, CONCRETE OR OTHER
 STRUCTURAL SUBSTRATE.
 WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN 1?
 INCHES (38 MM), WINDOW AND DOOR ASSEMBLIES SHALL BE
 ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR SUB
 FRAME SYSTEM, IN ACCORDANCE WITH THE MANUFACTURER?S
 PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE
 SECURELY FASTENED DIRECTLY INTO THE MASONRY, CONCRETE
 OR OTHER STRUCTURAL SUBSTRATE MATERIAL. UNLESS
 OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE
 INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT
 FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE
 MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE
 LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF
 SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED
 TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE
 ROUGH OPENING SUBSTRATE.
 WHERE THE WOOD BUCK THICKNESS IS 1? INCHES (38 MM) OR
 GREATER, THE BUCK SHALL BE SECURELY FASTENED TO
 TRANSFER LOAD TO THE MASONRY, CONCRETE OR OTHER
 STRUCTURAL SUBSTRATE AND THE BUCK SHALL EXTEND BEYOND
 THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME. WINDOW
 AND DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE MAIN
 FRAME OR BY JAMB CLIP OR SUB FRAME SYSTEM OR THROUGH
 THE FLANGE TO THE SECURED WOOD BUCK IN ACCORDANCE WITH
 THE MANUFACTURER?S PUBLISHED INSTALLATION INSTRUCTIONS.
 UNLESS OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE
 INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT
 FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE
 MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE
 LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF
 SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED
 TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME ASSEMBLY
 TO THE SECURED WOOD BUCK.
  
 FBC BUILDING 1714.5.4.3 WOOD OR OTHER APPROVED
 FRAMING MATERIALS.
 WHERE THE FRAMING MATERIAL IS WOOD OR OTHER APPROVED
 FRAMING MATERIAL, WINDOW AND GLASS DOOR ASSEMBLIES
 SHALL BE ANCHORED THROUGH THE MAIN FRAME OR BY JAMB
 CLIP OR SUBFRAME SYSTEM OR THROUGH THE FLANGE IN
 ACCORDANCE WITH THE MANUFACTURER?S PUBLISHED
 INSTALLATION INSTRUCTIONS. SHIMS SHALL BE MADE FROM
 MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS,
 LOCATED AND APPLIED IN A THICKNESS CAPABLE OF
 SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED
 TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE
 ROUGH OPENING SUBSTRATE.
 COMMENT- PLEASE FURNISH THE INFILL AND ANCHORING OF THE
 NEW WINDOWS IN COMPLIANCE WITH THIS CODE SECTION
  
 FBC BUILDING 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE
 BUILDING:
 1.BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
 (KM/HR).
 2.WIND IMPORTANCE FACTOR, I W , AND BUILDING
 CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7
 AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7. 3.
 WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
 UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
 DIRECTION SHALL BE INDICATED.
 4.THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
 DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT.
 5.COMPONENTS AND CLADDING. THE DESIGN WIND
 PRESSURES IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE
 SELECTION OF EXTERIOR COMPONENTS AND CLADDING MATERIALS
 NOT SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN
 PROFESSIONAL.
 COMMENT-PLEASE FURNISH THE DESIGN LATERAL
 FORCE-PRESSUREON EACH WINDOW AND DOOR COMPONENT
  
 FBC BUILDING 1604.8.2 CONCRETE AND MASONRY WALLS.
 CONCRETE AND MASONRY WALLS SHALL BE ANCHORED TO FLOORS,
 ROOFS AND OTHER STRUCTURAL ELEMENTS THAT PROVIDE
 LATERAL SUPPORT FOR THE WALL. SUCH ANCHORAGE SHALL
 PROVIDE A POSITIVE DIRECT CONNECTION CAPABLE OF
 RESISTING THE HORIZONTAL FORCES SPECIFIED IN THIS
 CHAPTER BUT NOT LESS THAN A MINIMUM STRENGTH DESIGN
 HORIZONTAL FORCE OF 280 PLF (4.10 KN/M) OF WALL, UNLESS
 THE LATERAL FORCE HAS OTHERWISE BEEN CALCULATED BY THE
 ENGINEER OF RECORD. WALLS SHALL BE DESIGNED TO RESIST
 BENDING BETWEEN ANCHORS WHERE THE ANCHOR SPACING
 EXCEEDS 4 FEET (1219 MM). REQUIRED ANCHORS IN MASONRY
 WALLS OF HOLLOW UNITS OR CAVITY WALLS SHALL BE EMBEDDED
 IN A REINFORCED GROUTED STRUCTURAL ELEMENT OF THE WALL.
 SEE SECTIONS 1609.6.5 FOR WIND DESIGN REQUIREMENTS.
 COMMENT-PLEASE SEE LAST SENTENCE REQUIRED ANCHORS IN
 MASONRY WALLS OF HOLLOW UNITS SHALL BE EMBEDDED ??..
  
 FBC BUILDING 2304.6.1 WOOD STRUCTURAL PANEL
 SHEATHING.
 WHERE WOOD STRUCTURAL PANEL SHEATHING IS USED AS THE
 EXPOSED FINISH ON THE EXTERIOR OF OUTSIDE WALLS, IT
 SHALL HAVE AN EXTERIOR EXPOSURE DURABILITY
 CLASSIFICATION. WHERE WOOD STRUCTURAL PANEL SHEATHING
 IS USED ON THE EXTERIOR OF OUTSIDE WALLS BUT NOT AS THE
 EXPOSED FINISH, IT SHALL BE OF A TYPE MANUFACTURED WITH
 EXTERIOR GLUE (EXPOSURE 1 OR EXTERIOR). WHERE WOOD
 STRUCTURAL PANEL SHEATHING IS USED ELSEWHERE, IT SHALL
 BE OF A TYPE MANUFACTURED WITH INTERMEDIATE OR EXTERIOR
 GLUE.
 COMMENT-PLEASE IDENTIFY THE ATTACHMENTS FOR THE
 STRUCTURAL PANELS TO THE FRAMING SYSTEM
 OF THE PARAPET WALL
  
 SHEET S1.01
 DETAIL 02 STATES 3/8? J BOLT OR EXPANSION BOLT FOR
 PARAPET ANCHORING AT BASE PLATE
 DETAIL 05 & 06 STATE ?? J BOLT OR EXPANSION BOLT FOR
 PARAPET ANCHORING AT BASE PLATE
 COMMENT- WHICH DETAIL IS CORRECT?????
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2008-09-16 Cont ID  
Sent By dpalmer Date 2008-09-16 Time 16:06 Rev Time 0.00
Received By dpalmer Date 2008-09-16 Time 16:06 Sent To  
Notes
2008-09-16 16:07:05** DENIED REVIEW **
  
 1) NOTE: PLEASE SEE THE ARCHITECTURAL SHEETS DO NOT
 COORDINATE WITH THE ELECTRICAL SHEETS SUBMITTED BY THE
 ELECTRICAL CONTRACTOR.
 FOR EXAMPLE: NOT ALL FIXTURES NOTED BY ELECTRICIAN IS
 ON PLANS. MISSING FIXTURE AND CONTROL OF 175W FIXTURE.
 FOR EXAMPLE: PLEASE SEE ARCHITECTURAL PLANS CALL FOR
 LIGHTING TO BE ON TIMERS. IF THIS IS THE CASE THEY ARE
 REQUIRED TO MEET FBC 13-415.1.ABC.1.4. THE ELECTRICAL
 CONTRACTOR HAS NOTES WHICH STATE PHOTO-CELL CONTROLLED.
  
 THE PLANS NEED TO COORDINATE. THE ARCHITECTURAL PLANS
 NEEDS TO SHOW THE COMPLIANCE AND INFORMATION SET FORTH
 BY THE ELECTRICAL CONTRACTOR AND COORDINATION NEEDS TO
 BE COMPLETED. ONCE THIS IS DONE PLEASE BE SURE TO
 COMPLETE CIRCUITING, FIXTURE TYPES ON A LEGEND ETC.
  
  
  
  
  
  
 **IMPORTANT**
 ONCE AUDIT/REVIEWS ARE COMPLETE AND PLANS ARE PICKED UP
 FOR CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE
 ALL OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING.
 DO NOT LEAVE ANY OLD/VOIDED SHEETS IN SETS.
 PLEASE DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY
 ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,
 SPEC/CUT SHEETS, CALCULATIONS ETC SHOULD BE PLACED INTO
 TWO SETS/FOLDERS/BINDERS ETC.
 PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS
 SHOULD BE SUBMITTED FOR REFERENCE.
 THIS WILL HELP IN THE AUDIT/REVIEW PROCESS AND AVOID
 ANY DELAYS.
  
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANOR PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2007-09-21 Cont ID  
Sent By dpalmer Date 2007-09-21 Time 14:34 Rev Time 0.00
Received By dpalmer Date 2007-09-21 Time 14:34 Sent To  
Notes
2007-09-21 14:34:18** DENIED **
  
 1) NOTE: PLEASE SEE MISSING LICENSE INFORMATION FOR THE
 ARCHITECTURAL FIRM AS LISTED ON TITLE BLOCKS AS
 REQUIRED PER FAC 61G1-16.004, FS 481.219.
  
 2) NOTE: PLEASE INDICATE THE CIRCUITING FOR WHICH THE
 NEW LIGHTING IS BEING CONNECTED.
 PLEASE SEE THE PLANS INDICATE LIGHTING TO BE ON SOME
 TYPE OF TIMER HOWEVER NOT ENOUGH INFORMATION ON TYPE IS
 PROVIDED.
 PLEASE SEE FBC CHAPTER 13 FOR CONTROLS REQUIRED PER
 13-415.1.ABC.1.4
  
 3) NOTE: PLEASE INDICATE THE LIGHTING ALLOWANCE PER
 13-415.2.ABC.1.3
  
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR REVIEW.
  
 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.
  
 ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE
 PICKED UP FOR CORRECTIONS, PLEASE BE
 SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW
 AND STAMPING. DO NOT LEAVE ANY
 OLD/VOIDED SHEETS IN SETS.
 PLEASE KNOW ONLY ONE SET OF THE
 OLD/VOIDED SHEETS SHOULD BE SUBMITTED
 FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND
 AVOID ANY DELAYS.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2008-09-11 Cont ID  
Sent By adarroug Date 2008-09-11 Time 10:24 Rev Time 0.00
Received By adarroug Date 2008-09-11 Time 10:24 Sent To  
Notes
2008-09-11 10:27:21TO "COMM" BD#21
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2008-03-07 Cont ID  
Sent By lmartine Date 2007-10-10 Time 13:28 Rev Time 0.00
Received By lmartine Date 2007-08-29 Time 11:11 Sent To  
Notes
2007-09-21 08:18:36TO "COMM" BD#7
2007-08-29 11:11:29WAITING FOR "COMM" BD
Review Stop Z ZONING
Rev No 2 Status F Date 2008-09-15 Cont ID  
Sent By astelly Date 2008-09-15 Time 11:53 Rev Time 0.00
Received By astelly Date 2008-09-15 Time 11:53 Sent To  
Notes
2008-09-15 15:22:41AMY STELLY
 URBAN DESIGN
 822-1440
  
  
 1. SURVEY/SITE PLAN MUST SHOW STRIPED PARKING SPACES.
 2. PLEASE SUBMIT A PLAN SHOWING ALL LANDSCAPE AND
 IMPROVEMENTS TO PARKING AND OPEN/ RECREATIONAL SPACES.
 3. THE ELEVATIONS INDICATE THAT THERE ARE THREE (3)
 COMMERCIAL UNITS IN THE BUILDING. PLEASE SUBMIT A FLOOR
 PLAN SHOWING ALL COMMERCIAL SPACES AND AN OVERALL
 SQUARE FOOTAGE FOR THE FOR THE BUILDINGS. THE PLAN
 ILLUSTRATED ON SHEET A1 SHOWS ONE (1) UNDIVIDED BAY.
 4. THE ZONING DISTRICT NOTED ON THE PLANS IS OBSELETE.
 THE NEW ZONING DISTRICT IS NW-3, NORTHWEST RESIDENTAIL
 ENCLAVE - 3 STORIES ALLOWED.
  
  
Review Stop Z ZONING
Rev No 1 Status F Date 2007-10-02 Cont ID  
Sent By astelly Date 2007-10-02 Time 13:40 Rev Time 0.00
Received By astelly Date 2007-10-02 Time 13:40 Sent To  
Notes
2007-10-02 15:15:25AMY F. STELLY
 URBAN DESIGN
 822-1440
  
  
 PLEASE SUBMIT A RECENT SURVEY FOR THE PROPERTY. THE TWO
 SETS OF DRAWINGS SUBMITTED FOR PERMIT REVIEW ARE
 INCONSISTENT.
 THE SETS OF DRAWINGS ALSO BEAR DIFFERENT DATES ON THE
 ARCHITECT'S SEAL.
 THE HISTORIC BOUNDARIES OF THE NORTHWEST DISTRICT MAY
 BE EXPANDED TO INCLUDE THIS STRUCTURE.
 THE PROPOSED CROWN MOULDING IS NOT IN KEEPING WITH THE
 HISTORICAL CHARACTER OF THE STRUCTURE.
 PLEASE REVISE TO REFLECT A RENOVATION THAT IS MORE IN
 KEEPING WITH THE MISSION REVIVAL ARCHITECTURE.


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved