Plan Review Details - Permit 12040122
Plan Review Stops For Permit 12040122
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2012-07-11 Cont ID  
Sent By jwitmer Date 2012-07-11 Time 12:41 Rev Time 0.00
Received By jwitmer Date 2012-07-11 Time 12:41 Sent To  
Notes
2012-07-11 12:44:40BUILDING PROVISO: THE BUILDING PERMIT APPLICATION
 DESCRIPTION OF WORK INCLUDES NEW STRUCTURAL STEEL ROOF
 & DECK, NEW ROOF.
 NO ROOFING CONTRACTOR SIGNED ON APPLICATION & NO
 ROOFING PRODUCT APPROVALS WERE SUBMITTED.
 A SEPERATE ROOFING PERMIT, REVIEWS AND FEES WILL BE
 REQUIED.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2012-05-22 Cont ID  
Sent By jwitmer Date 2012-05-22 Time 14:38 Rev Time 0.00
Received By jwitmer Date 2012-05-22 Time 14:38 Sent To  
Notes
2012-05-22 15:23:24BUILDING PLAN REVIEW
 PERMIT: 12040122
 ADD: 501 FERN ST SUITE B
 CONT: AUTOBUILDERS
 TEL: (561)722-3956
  
 2010FLORIDA BUILDING CODE W
 * WEST PALM BEACH AMENDMENTS
 SUBMITTED APRIL 05/ 2012
 SHELL ONLY
 BUILDING TYPE: IIIB
 SPRINKLERED
  
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 2ND REVIEW
 ACTION: DENIED
  
 1A) THE ORIGINAL SHEETS 1A-1 & 1A-2 BOTH SHEETS ARE NOT
 SIGNED NOR SEALED, AND DESIGNED TO THE 2007 FBC-B.
 SHEET 1A-3 HAS A NOTE THAT THESE TWO SHEETS ARE FOR
 WAREHOUSE "A" AND UNDER SEPERATE PERMIT BUT THE BLOCK
 INFILL OF OPENING SCHEDULE ARE ON THESE SHEETS AND ONLY
 THESE SHEETS NOT FOUND ON ANY S DRAWINGS?
  
 1B) COMPLIED ORIGINAL COMMENT # 1.
  
 2) PLANS S-1 INDICATES THE 2010 FBC-B EDITION OF CODE
 BUT THE WIND DESIGN IS STILL UNDER THE 2007 FBC-B AND
 ASCE 7-05 NOT ASCE 7-10. THE WIND ZONE MAP FOR A
 CATEGORY II BUILDING IS 170 MPH WIND ZONE (VU).NOT
 (VASD).
 2010 FBC-B 1609.1.1.
 1609.6.2 WIND DESIGN PROCEDURES
 2.1) THE BASIC WIND SPEED, V, SHALL BE DETERMINED IN
 ACCORDANCE WITH SECTION 1609.3. THE WIND SHALL BE
 ASSUMED TO COME FROM ANY HORIZONTAL DIRECTION.
 2.2) AN IMPORTANCE FACTOR, IW, SHALL BE DETERMINED IN
 ACCORDANCE WITH SECTION1609.5.
 2.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4.
 2.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.6.2.1(4)
 2.5) WALL PRESSURES POSITIVE & NEGATIVE
  
 3) COMPLIED SPRINKLERED BUILDING.
  
 4) COMPLIED SHEEL PERMIT ONLY.
  
 5) 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE
 REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 6) MISSING PRODUCT APPROVALS
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 A/C ROOF CURB TO BE SUPPLIED WITH A/C PERMIT, SO NOTED.
  
 7A) ORIGINAL COMMENT. PLEASE BE AWARE OF MIAMI-DADE NOA
 DECK LIMITATIONS FOR SPANS BETWEEN BAR JOIST SEE DECK
 LIMITATION # 2 DECK SPANS EVERY 5 FT. THE CURRENT SHEET
 S-2 BAR JOIST SPACING DOES EXCEED 5'-0" ON CENTER, THIS
 MAY DEPEND ON THE GUAGE OF SHEET METAL DECKING TO BE
 INSTALLED! BEWARE.106.1.2 ADDITIONAL INFORMATION
 REQUIRED.
  
 7B) WIND DESIGN FOR ENHANCED FASTENING IS FOUND ON
 SHEET S-2, BUT NO PRODUCT APPROVALS, TO COMPLETE THE
 CALCULATIONS FOR ENHANCED FASTENING YOU MUST HAVE THE
 PRESSURES THE PRODUCT APPROVAL AND SUB-SYSTEMI WOULD BE
 GOOD FOR. SECOND THE WIDTH OF THE PRODUCT, WE HAVE NO
 PRODUCT APPROVALS SUBMITTED!!!
  
 PROVISO: COMMENTS 8-11 TO BE COVERED UNDER A/C PERMIT
 AND ACCESS TO EQUIPMENT!!!
 8) ROOFTOP UNITS AND CURBING TO BE COMPLETED BY A/C
 CONTRACTOR.
  
 9) SHEET S-3 INDICATES ROOF TOP ELEVATIONS ABOVE 16
 FEET BE AWARE OF 2010 FBC-M 306.5 WHERE EQUIPMENT AND
 APPLIANCES REQUIRING ACCESS ARE INSTALLED ON ROOFS OR
 ELEVATED STRUCTURES AT A HEIGHT EXCEEDING 16 FEET (4877
 MM), SUCH ACCESS SHALL BE PROVIDED BY A PERMANENT
 APPROVED MEANS OF ACCESS, THE EXTENT OF WHICH SHALL BE
 FROM GRADE OR FLOOR LEVEL TO THE EQUIPMENT AND
 APPLIANCES' LEVEL SERVICE SPACE. SUCH ACCESS SHALL NOT
 REQUIRE CLIMBING OVER OBSTRUCTIONS GREATER THAN 30
 INCHES (762 MM) HIGH.
  
 10) 1013.5 MECHANICAL EQUIPMENT. GUARDS SHALL BE
 PROVIDED WHERE APPLIANCES, EQUIPMENT, FANS, ROOF HATCH
 OPENINGS OR OTHER COMPONENTS THAT REQUIRE SERVICE ARE
 LOCATED WITHIN 10 FEET (3048 MM) OF A ROOF EDGE OR OPEN
 SIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS
 LOCATED MORE THAN 30 INCHES (762 MM) ABOVE THE FLOOR,
 ROOF OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO
 AS TO PREVENT THE PASSAGE OF A 21-INCH-DIAMETER (533
 MM) SPHERE. THE GUARD SHALL EXTEND NOT LESS THAN 30
 INCHES (762 MM) BEYOND EACH END OF SUCH APPLIANCE,
 EQUIPMENT, FAN OR COMPONENT.
  
 11) 1013.6 ROOF ACCESS. GUARDS SHALL BE PROVIDED WHERE
 THE ROOF HATCH OPENING IS LOCATED WITHIN 10 FEET (3048
 MM) OF A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE
 AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30
 INCHES (762 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW.
 THE GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT THE
 PASSAGE OF A 21-INCH-DIAMETER (533 MM) SPHERE.
  
 12) CONTRACTOR TO COME IN BEFORE ISSUANCE OF PERMT TO
 INDICATE UNDER SCOPE OF WORK ON THE PERMIT APPLICATION
 "SHELL ONLY".
  
 13) CONTRACTOR TO COLATE PLANS INTO (2) SETS OF PLANS.
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2012-04-12 Cont ID  
Sent By jwitmer Date 2012-04-12 Time 08:14 Rev Time 0.00
Received By jwitmer Date 2012-04-11 Time 16:18 Sent To  
Notes
2012-04-12 07:42:08BUILDING PLAN REVIEW
 PERMIT: 12040122
 ADD: 501 FERN ST SUITE B
 CONT: AUTOBUILDERS
 TEL: (561)722-3956
  
 2010FLORIDA BUILDING CODE W
 * WEST PALM BEACH AMENDMENTS
 S-2 OCCUPANCY
 BUILDING TYPE: IIIB
 SPRINKLERED
  
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 ACTION: DENIED
  
 1) PLANS 1A-3 DO NOT INDICATE TO WHAT EDITION OF CODE
 THE PLANS WERE DESIGNED TOO? ADMINISTRATIVE CODE
 106.3.5 MINIMUM PLAN REVIEW CRITERIA FOR PLAN REVIEW.
  
 2) PLANS S-2 DO NOT INDICATE THE WIND DESIGN CRITERIA
 NOR THE WIND SPEED THIS BUILDING WAS DESIGNED TOO? 2010
 FBC-B 1609.1.1.
 1609.6.2 WIND DESIGN PROCEDURES
 2.1) THE BASIC WIND SPEED, V, SHALL BE DETERMINED IN
 ACCORDANCE WITH SECTION 1609.3. THE WIND SHALL BE
 ASSUMED TO COME FROM ANY HORIZONTAL DIRECTION.
 2.2) AN IMPORTANCE FACTOR, IW, SHALL BE DETERMINED IN
 ACCORDANCE WITH SECTION1609.5.
 2.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4.
 2.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.6.2.1(4)
 2.5) WALL PRESSURES POSITIVE & NEGATIVE
  
 3) SHEET 1A-3 BUILDING DATA INDICATES THIS IS A TYPE
 III-B FULLY SPRINKLERED BUILDING, BUT NOTE # 16
 INDICATES FIRE SPRINKLER WORK TO BE COMPLETED BY THE
 FUTURE TENANT. WHAT IS THE TOTAL SQ FT OF THE BUILDING?
 ARE AREA INCREASES FOR SPRINKLERS BEING TAKEN? IS THIS
 SYSTEM A FULLY FUNCTIONAL SYSTEM?
  
 4) SHEET R-1, IS THE TOTAL SQ FT OF THE BUILDING TO BE
 CONSIDERED A S-2 OCCUPANCY OR ISTHIS A MIXED USE
 OCCUPANCY? PLANS DO NOT INDICATE IF THE WALL BETWEEN
 WAREHOUSE A & B SHALL BE A TENANT SEPERATION WALL OR IF
 IT MAY REQUIRED TO BE A OCCUPANCY SEPERATION WALL? 2010
 FBC-B ADMINISTRTIVE CODE 106.3.5 MINIMUM PLAN REVIEW
 CRITERIA.
  
 5) 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE
 REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 6) MISSING PRODUCT APPROVALS
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) PRE-ENGINEERED A/C STANDS
  
 7) PLEASE BE AWARE OF MIAMI-DADE NOA DECK LIMITATIONS
 FOR SPANS BETWEEN BAR JOIST SEE DECK LIMITATION # 2
 DECK SPANS EVERY 5 FT. THE CURRENT SHEET S-2 BAR JOIST
 SPACING DOES EXCEED 5'-0" ON CENTER, THIS MAY DEPEND ON
 THE GUAGE OF SHEET METAL DECKING TO BE INSTALLED!
 BEWARE.106.1.2 ADDITIONAL INFORMATION REQUIRED.
  
 8) S-2 INDICATES WHAT APPEARS TO BE ROOF FRAMING FOR
 ROOF TOP PACKAGE UNITS PLEASE PROVIDE CURB INFORMATION
 AND ANCHORAGE FOR THE CURBS. IF PACKAGE UNITS ARE TO BE
 INCORPORATED INTO THIS PERMIT PLEASE PROVIDE ANCHORAGE
 TO CURB. FBC-B 1609. COMPONENTS & CLADDING.
  
 9) SHEET S-3 INDICATES ROOF TOP ELEVATIONS ABOVE 16
 FEET BE AWARE OF 2010 FBC-M 306.5 WHERE EQUIPMENT AND
 APPLIANCES REQUIRING ACCESS ARE INSTALLED ON ROOFS OR
 ELEVATED STRUCTURES AT A HEIGHT EXCEEDING 16 FEET (4877
 MM), SUCH ACCESS SHALL BE PROVIDED BY A PERMANENT
 APPROVED MEANS OF ACCESS, THE EXTENT OF WHICH SHALL BE
 FROM GRADE OR FLOOR LEVEL TO THE EQUIPMENT AND
 APPLIANCES' LEVEL SERVICE SPACE. SUCH ACCESS SHALL NOT
 REQUIRE CLIMBING OVER OBSTRUCTIONS GREATER THAN 30
 INCHES (762 MM) HIGH.
  
 10) 1013.5 MECHANICAL EQUIPMENT. GUARDS SHALL BE
 PROVIDED WHERE APPLIANCES, EQUIPMENT, FANS, ROOF HATCH
 OPENINGS OR OTHER COMPONENTS THAT REQUIRE SERVICE ARE
 LOCATED WITHIN 10 FEET (3048 MM) OF A ROOF EDGE OR OPEN
 SIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS
 LOCATED MORE THAN 30 INCHES (762 MM) ABOVE THE FLOOR,
 ROOF OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO
 AS TO PREVENT THE PASSAGE OF A 21-INCH-DIAMETER (533
 MM) SPHERE. THE GUARD SHALL EXTEND NOT LESS THAN 30
 INCHES (762 MM) BEYOND EACH END OF SUCH APPLIANCE,
 EQUIPMENT, FAN OR COMPONENT.
  
 11) 1013.6 ROOF ACCESS. GUARDS SHALL BE PROVIDED WHERE
 THE ROOF HATCH OPENING IS LOCATED WITHIN 10 FEET (3048
 MM) OF A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE
 AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30
 INCHES (762 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW.
 THE GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT THE
 PASSAGE OF A 21-INCH-DIAMETER (533 MM) SPHERE.
  
 12) CONTRACTOR TO COME IN BEFORE ISSUANCE OF PERMT TO
 INDICATE UNDER SCOPE OF WORK ON THE PERMIT APPLICATION
 "SHELL ONLY".
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2012-06-14 Cont ID  
Sent By rlecky Date 2012-06-14 Time 09:28 Rev Time 0.00
Received By rlecky Date 2012-06-14 Time 09:24 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2012-04-09 Cont ID  
Sent By rlecky Date 2012-04-09 Time 11:23 Rev Time 0.00
Received By rlecky Date 2012-04-06 Time 17:01 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2012-06-05 Cont ID  
Sent By wjolin Date 2012-06-05 Time 10:26 Rev Time 0.00
Received By wjolin Date 2012-06-05 Time 10:08 Sent To  
Notes
2012-06-05 10:26:36501 FERN STREET
 PERMIT #12040122
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 THE RESUBMITTED PLANS ARE BEING REVIEWED AS SHELL SPACE
 ONLY.
  
 NO STORAGE OR EQUIPMENT IS PERMITTED IN THE SHELL
 SPACE. "NO STORAGE" SIGNS SHALL BE INSTALLED THROUGHOUT
 THE SHELL SPACE.
  
 FIRE PROTECTION SYSTEMS SHALL REMAIN ACTIVE DURING
 DEMOLITION AND RENOVATION ACTIVITIES. IN THE EVENT A
 FIRE PROTECTION SYSTEM IS OUT OF SERVICE FOR MORE THAN
 4-HOURS IN A 24-HOUR PERIOD, THE BUILDING SHALL BE
 PLACED UNDER A FIRE WATCH. ALL FIRE WATCH REQUESTS MUST
 BE SUBMITTED IN WRITING AND APPROVED BY THE OFFICE OF
 THE FIRE MARSHAL LOCATED AT 500 NORTH DIXIE HIGHWAY.
  
 SEPARATE PLANS AND PERMITS NEEDED FOR FIRE ALARM AND
 FIRE SPRINKLER MODIFICATIONS.
  
 WESLEY JOLIN
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2012-04-12 Cont ID  
Sent By wjolin Date 2012-04-12 Time 14:32 Rev Time 0.00
Received By wjolin Date 2012-04-12 Time 14:00 Sent To  
Notes
2012-04-12 14:32:47501 FERN STREET
 PERMIT #12040122
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 CONSTRUCTION AND DEMOLITION ACTIVITIES SHALL COMPLY
 WITH THE 2010 EDITION OF THE FLORIDA FIRE PREVENTION
 CODE WHICH CONTAINS THE 2009 EDITION OF BOTH NFPA 1 AND
 NFPA 101 WITH FLORIDA AMENDMENTS.
  
 ALL DEMOLITION OR CONSTRUCTION AREAS SHALL HAVE "NO
 SMOKING" SIGNS POSTED.
  
 PLANS REFERENCE TWO SHEETS THAT WERE NOT PROVIDED
 (SHEET 1A-1 AND SHEET 1A-2).
  
 PROVIDE A LIFE SAFETY PLAN INDICATING EXIT DOORS, FIRE
 RATED DOORS AND WALLS, PORTABLE FIRE EXTINGUISHERS,
 EXIT SIGNS, EMERGENCY LIGHTING, TRAVEL DISTANCES,
 COMMON PATH OF TRAVEL ETC.
  
 PLAN NOTE 71 INDICATES FIRE SPRINKLERS AND EQUIPMENT TO
 BE RELOCATED. NO ENGINEERING DRAWINGS WERE PROVIDED
 SHOWING THIS SCOPE OF WORK.
  
 FIRE PROTECTION SYSTEMS SHALL REMAIN ACTIVE DURING
 DEMOLITION AND RENOVATION ACTIVITIES. IN THE EVENT A
 FIRE PROTECTION SYSTEM IS OUT OF SERVICE FOR MORE THAN
 4-HOURS IN A 24-HOUR PERIOD, THE BUILDING SHALL BE
 PLACED UNDER A FIRE WATCH. ALL FIRE WATCH REQUESTS MUST
 BE SUBMITTED IN WRITING AND APPROVED BY THE OFFICE OF
 THE FIRE MARSHAL LOCATED AT 500 NORTH DIXIE HIGHWAY.
  
 SHEET E-1: BUILDINGS LABELS "A" AND "B" ARE SWITCHED
 WHEN COMPARED TO OTHER SHEETS. THIS SHEET SHOWS ONLY
 ONE EXIT FOR EACH BUILDING.
  
 WESLEY JOLIN
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2012-07-11 Cont ID  
Sent By jwitmer Date 2012-07-11 Time 12:44 Rev Time 0.00
Received By jwitmer Date 2012-07-09 Time 10:17 Sent To  
Notes
2012-07-10 10:18:11SENT TO J WITMER
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2012-06-14 Cont ID  
Sent By rlecky Date 2012-06-14 Time 09:41 Rev Time 0.00
Received By rlecky Date 2012-05-10 Time 16:40 Sent To  
Notes
2012-05-10 17:19:47B--13
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2012-04-25 Cont ID  
Sent By shill Date 2012-04-25 Time 11:01 Rev Time 0.00
Received By shill Date 2012-04-05 Time 14:47 Sent To  
Notes
2012-04-05 14:58:24B--14
2012-04-05 14:48:10EXPEDITED
Review Stop Z ZONING
Rev No 2 Status P Date 2012-05-31 Cont ID  
Sent By aaponte Date 2012-05-31 Time 13:30 Rev Time 0.00
Received By aaponte Date 2012-05-24 Time 16:19 Sent To  
Notes
2012-05-31 13:32:40PROVISO:
 OPENNINGS ALONG FERN STREET FRONTAGE CANNOT BE BLOCKED
 UNLESS NEW WINDOWS ARE PROVIDED TO COMPLY WITH THE
 MINIMUM 50% TRANSPARENCY REQUIREMENT.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE A 561-822-1439.
Review Stop Z ZONING
Rev No 1 Status F Date 2012-04-17 Cont ID  
Sent By aaponte Date 2012-04-17 Time 14:00 Rev Time 0.00
Received By aaponte Date 2012-04-17 Time 14:00 Sent To  
Notes
2012-04-17 14:13:161. PLEASE PROVIDE A SURVEY OF THE PROPERTY.
 2. PLEASE CLEARLY INDICATE THE ELEVATIONS BY DIRECTION
 (NORTH,SOUTH) NOT NUMBERS.
 3. PLEASE PROVIDE CALCULATIONS TO CONFIRM THAT PROPOSED
 IMPROVEMENTS COMPLY WITH THE MINIMUM 50% TRANSPARENCY
 REQUIRED ALONG FERN STREET. THE BUILDING IS AN EXISTING
 NON-CONFORMITY AND AS SUCH ANY IMPROVEMENTS SHALL NOT
 INCREASE THE NON-CONFORMITY. AT A MINIMUM THE SAME
 DEGREE OF TRANSPARENCY SHALL BE MAINTAINED.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439


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