Plan Review Details - Permit 07050952
Plan Review Stops For Permit 07050952
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2009-05-11 Cont ID  
Sent By jwitmer Date 2009-05-11 Time 13:25 Rev Time 0.50
Received By jwitmer Date 2009-05-11 Time 12:55 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2009-01-30 Cont ID  
Sent By jwitmer Date 2009-01-30 Time 16:25 Rev Time 1.33
Received By jwitmer Date 2009-01-30 Time 16:25 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2008-06-04 Cont ID  
Sent By jwitmer Date 2008-06-04 Time 10:54 Rev Time 1.77
Received By jwitmer Date 2008-06-04 Time 10:54 Sent To  
Notes
2008-06-04 11:26:13439 NORTHWOOD RD, LOT 261 07050952
  
 BUILDING PLAN REVIEW
 PERMIT: 07050952
 ADD: 439 NORTHWOOD RD
 CONT: KDN CONSTRUCTION SERVICES, LLC
 TEL: (561)662-1002
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 3RDREVIEW
 ACTION: DENIED
  
 1)FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
 PROVIDE 2 COPIES, 3 IF THRESHOLD OR RESIDENT INSPECTOR
 OF PRODUCT TESTING REPORTS, MISSING REPORTS ARE AS
 FOLLOWS:
 A) FIXED WINDOWS- PLANS INDICATE THE USE OF FIXED
 WINDOWS WHERE AS THE CONTRACTOR HAS SUPPLIED APPROVALS
 FOR CASEMENT TYPW WINDOWS, PLEASE SUBMIT THE CORRECT
 PRODUCT APPROVALS.
  
 B) MONIER ROOF TILE FL560-R2LIST THE PRODUCT APPROVAL
 IS FILED UNDER THE EVALUATION ENTITY AS A ICC
 EVALUATION SERVICE OR A ICC REPORT.
 TWO REOPRTS ARE LISTED PLEASE PROVIDE DOCUMENTATION AS
 TOO WHICH OF THESE REPORTS WILL BE INCORPORATED INTO
 THE SCOPE OF WORK FOR THIS PROJECT.
 ESR-1384
 ESR-1647
  
 C) FLAT ROOFS: A GAF REPORT AND NOA WAS SUBMITTED BUT
 THE PAGES 10-20 THE SUB SYSTEMS WERE NOT CIRCLED OR
 HIGHLIGHTED AS TO WHICH SYSTEM WAS TO BE INSTALLED
 WWITH ASSOCIATED PRESSURES.
 IN ALL CASES THE PRESSURES ARE LOW FOR ZONES 2 & 3 AND
 WILL NEED ENHANCED FASTENING. PLEASE PROVIDERAS
 CALCULATION FOR ZONES 2 & 3.
  
 2)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 APPLICATION FOR
 LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE
 9B-72. SEE ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 3)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.
  
 4) SHEET 4 PARAPET EXTENSION INDICATES THE USE OF 22
 GAUGE METAL STUDS. 22 GAUGE METAL STUDS ARE
 NON-STRUCTURAL STUDS, FOR INTERIOR USE OF DRYWALL ONLY.
 STRUCTURAL STUDS CAN START WITH A 20 GAUGE- STRUCTURAL
 GAUGE OR HEAVIER SUCH AS 18 GAUGE STUD. TABLE 2508.1/
 ASTM C1007 LOAD BEARING STUDS.
  
 5) 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.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-11-05 Cont ID  
Sent By jjohnsto Date 2007-11-05 Time 09:11 Rev Time 5.00
Received By jjohnsto Date 2007-11-05 Time 09:08 Sent To  
Notes
2007-11-05 09:10:24CONSTRUCTION SERVICES DEPARTMENT
 200 SECOND STREET, 3RD FLOOR,
 WEST PALM BEACH, FLORIDA33401
 TEL:561-805-6713FAX:561-805-6731
  
 JAMES JOHNSTON,
 BUILDING PLAN EXAMINER II
 E-MAIL:JJOHNSTON @WPB.ORG
  
  
 PERMIT NO 07050952
 PROJECT NORTHWOOD HOLDINGS
 ADDRESS439 NORTHWOOD DRIVE
 DATE NOVEMBER 2, 2007
  
  
 BUILDINGPLANREVIEW
  
 FLORIDA BUILDING CODES 2004 W REVISIONS
  
 FLORIDA STATUE713.13NOTICE 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
  
  
 1
 FLORIDA ADMINISTRATIVE CODE61G15-23.002 SEAL,
 SIGNATURE AND DATE SHALL BE AFFIXED.
 (2)IF PRACTICING THROUGH A DULY AUTHORIZED
 ENGINEERING
 BUSINESS, ENGINEERS SHALL LEGIBLY INDICATE THEIR NAME
 AND LICENSE NUMBER, AS WELL AS, THE NAME, ADDRESS,
 AND CERTIFICATE OF AUTHORIZATION NUMBER OF THE
 ENGINEERING
 BUSINESS ON EACH SHEET.
  
 COMMENT
 A. PROVIDE THE CERTIFICATE OF AUTHORIZATION NUMBER
 IN THE TITLE BLOCK FOR THE BUSINESS
  
 B THE BUSINESS ADDRESS ON FILE WITH THE STATE OF
 FLORIDA
 DBPRDOES NOT MATCH THE ADDRESS IN THE TITLE BLOCK.
 PLEASE NOTIFY THE STATE AND PROVIDE THE CORRECT
 INFORMATION
  
  
 2
 FLORIDA ADMINISTRATIVE CODE61G1-16.002
 DOCUMENTS SIGNED AND SEALED
 PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS
 PREPARED BY THE DESIGN PROFESSIONALAND BEING
 FILED FOR PUBLIC RECORD SHALL HAVE THE SIGNATURE
 AND SEAL OF THE DESIGN PROFESSIONAL AFFIXED TO THE
 DOCUMENT WITH THE DATE.
  
 COMMENT-DESIGNEROF RECORD MUST ACKNOWLEDGE
 THE PRODUCT APPROVALS FOR ACCEPTANCE OF USE ON THIS
 PROJECT WITH A STATEMENT THAT ?THEY HAVE REVIEWED THE
 PRODUCT APPROVAL FOR COMPLIANCE WITH THIS PROJECT AND
 FOUND IT ACCEPTABLE FOR THE INTENDED USE?
  
  
 3
 FLORIDA STATUE471.025ENGINEER SEAL
 ALL FINAL DRAWINGS, SPECIFICATIONS, PLANS, REPORTS, OR
  
 DOCUMENTS PREPARED OR ISSUED BY THE LICENSEE AND
 BEING FILED FOR PUBLIC RECORD AND ALL FINAL DOCUMENTS
 PROVIDED TO THE OWNER OR THE OWNER'S REPRESENTATIVE
 SHALL BE SIGNED BY THE LICENSEE, DATED, AND SEALED
 WITH SAID SEAL.
 SUCH SIGNATURE, DATE, AND SEAL SHALL BE EVIDENCE OF THE
  
 AUTHENTICITY OF THAT TO WHICH THEY ARE AFFIXED.
  
 COMMENT
 THEENGINEER CANNOT SEAL DOCUMENTS (PRODUCT
 APPROVALS) THAT WERE NOT PREPARED BY THE ENGINEER.
 PLEASE SUBMIT NEW PRODUCT APPROVALS WITH THE STATEMENT
  
 THEY HAVE REVIEWED THE PRODUCT FOR COMPLIANCE
 WITH THIS PROJECT AND FOUND IT ACCEPTABLE
 FOR ITS INTENDED USE
  
 4
 PRODUCT APPROVALS REQUIRED
 FBC 1609.1.4 AND WPB ADMINISTRATIVE CODE 106.3
 REGULATED BY DCA RULE 9B-72FLORIDA PRODUCT APPROVALS
 SUBMIT TWO COPIES OF EACH APPROVAL WITH
 FLORIDA PRODUCT APPROVAL COVER
  
 COMMENT-SUBMIT THE FLORIDA PRODUCT APPROVAL WITH
 THE MIAMI-DADE PRODUCT APPROVAL
 ROOF SYSTEM
 METAL ROOF PANELS
  
  
 5
 FBC BUILDING11-4.1.5 ACCESSIBLE BUILDINGS: ADDITIONS.
  
 EACH ADDITION TO AN EXISTING BUILDING OR FACILITY SHALL
  
 BE REGARDED AS AN ALTERATION. EACH SPACE OR ELEMENT
 ADDED TO THE EXISTING BUILDING OR FACILITY SHALL
 COMPLY
 WITH THE APPLICABLE PROVISIONS.
 COMMENT
 PROVIDE A DETAIL OF THE ACCESSIBLE ROUTEBETWEEN THE
 FRONT OF THE BUILDING AND THE SIDEWALK.
  
  
 6
 FBC BUILDING2304.6.1 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
  
 COMMENT
 PROVIDE THE INFORMATION FOR THE 1/2? PLYWOOD
 SHEATHING ON THE BACK OF THE PARAPETWALL FOR
 CLASSIFICATION DURABILITY, PREVENTING LEAKAGE AT THE
 SEAMS,
 TYPE OF EXPOSED FASTENER AND FINISH FOR EXPOSED
 SHEATHING AND RUST PREVENTION.
 TYPE OF SCREW AND FINISH BEING USED TO FASTEN 2? X 4?
 MEMBER HORIZONTALLY
  
  
 7
 FBC BUILDING2512 EXTERIOR PLASTER
  
 COMMENT
 PROVIDE THE STUCCO SYSTEM TO BE USED ON THE FRONT
 PARAPET WALL AS DEFINED IN THIS SECTION, INCLUDING
 THE TYPE OF METAL LATH AND PAPER, TYPE OF CEMENT,
 TYPE AND NUMBER OF APPLIED COATS, TYPE OF FASTENER,
 SPACING OF FASTENER
  
  
  
 8
 FBC BUILDING2211.2.2.2 WOOD STRUCTURAL PANEL
 SHEATHING
  
 COMMENT
 IDENTIFY THE TYPE OF 22 GAUGE METAL STUD USED FOR
 STRUCTURAL SUPPORT AND THE HORIZONTAL WIND LOAD OF
 THE PARAPET WALL.
  
  
  
 9
 FBC BUILDINGSECTION 1503
 PROVIDE THE ROOF COVERING SYSTEM TO BE USED FOR THE
 METAL ROOF SYSTEM AND THE RE-SURFACING OF THE EXISTING
 ROOF.
 PROVIDE FLASHING AND PITCH PAN DETAILS
  
  
  
  
 10
 FBC BUILDING15.00
  
 COMMENT
 THE ROOF PITCH 1/1DOES NOT EXIST
 PLEASE SEE THE RISE AND RUN CHART PROVIDED WITH THIS
 CRITIQUE
  
 11
 THE ITEMS LISTED BELOR ARE THE PLAN REVIEWERS
 PREVIOUS COMMENTS NOT ADDRESSED
  
  
 1 NOTED
 2 NOTED
 3 NOT IN COMPLIANCE
 4 NOTED
 5 NOTED
 6 COMPLIED
 7 COMPLIED
 9 COMPLIED
 10 COMPLIED
 11 COMPLIED
 12 COMPLIED
 13 COMPLIED
 14 COMPLIED
 15 SEE NOTES
 16 COMPLIED
 17 NOT IN COMPLIANCE
 18 COMPLIED NEED FLORIDA PRODUCT APPROVALS
 19 SEE NOTES
 20 SEE NOTES
 21 COMPLIED
 22 OUT-SWING DOOR NEEDS PROTECTION
 23 COMPLIED
 24 NOT IN COMPLIANCE
 25 NOT IN COMPLIED
 26 NOT IN COMPLIANCE
 27 COMPLIED
 28 NOTED
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-07-15 Cont ID  
Sent By jwitmer Date 2007-07-15 Time 18:12 Rev Time 2.22
Received By jwitmer Date 2007-07-15 Time 18:12 Sent To FIRE
Notes
2007-07-16 11:01:53439 NORTHWOOD RD, LOT 261 07050952
  
 BUILDING PLAN REVIEW
 PERMIT: 07050952
 ADD: 439 NORTHWOOD RD
 CONT: KDN CONSTRUCTION SERVICES, LLC
 TEL: (561)662-1002
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE & REPLACE ANY PAGES AS NECESSARY. A TRANSMITTAL
 LETTER LISTING THE ORIGINAL REVIEW COMMENT NUMBER, WITH
 A DESCRIPTION OF THE REVISION MADE, IDENTIFYING THE
 SHEET OR SPECIFICATION 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.NOTE: 713.13(2) IF
 THE WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS NOT
 ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6)
 THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE FL
 CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.
  
 3)A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS
 A RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
 NEITHER THE PERMIT APPLICATION NOR THE PLAN INDICATES
 THIS IS A CHANGE OF OCCUPANCY. SITE PLAN INDICATES THIS
 IS A RESIDENCY WHILE SHEET 1 INDICATES IT IS A DETACHED
 GARAGE W/ LOFT? IT APPEARS THAT THIS IS A CHANGE OF
 OCCUPANCY FROM A RESIDENCE TO POSSIBLY BUSINESS OR
 MERCANTILE? PLEASE PROVIDE ADDITIONAL INFORMATION.
 106.1.2.
 110.2* W. P. B. ADMINISTRATIVE CODE, INFORMATION THAT
 IS REQUIRED FOR RECORD KEEPING & FOR CERTIFICATE OF
 OCCUPANCY:
 A) THE EDITION OF THE CODE UNDER WHICH THE PROJECT WAS
 DESIGNED.
 2004 FBC BUILDING W/ 2006 AMENDMENTS
 2004 EXISTINGBUILDING CODE W? 2006 AMENDMENTS LIST TO
 WHAT LEVEL OF ALTERATIONS WILL BE COMPLETED UNDER THIS
 PERMIT?
 EXISTING BUILDING CODE : CHAPTER 8 CHANGE OF OCCUPANCY
 : CHAPTER 9 ADDITIONS
 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 OCCUPANT LOAD, SEE 1004.
 E) IF AN AUTOMATIC SPRINKLER SYSTEM IS
 PROVIDED.
 F) WHETHER THE SPRINKLER SYSTEM IS REQUIRED.
 G) ANY SPECIAL STIPULATIONS & CONDITIONS OF THE
 BUILDING PERMIT.
 H) TOTAL SQ FT UNDER ROOF
  
 4) 109.3.10* IMPACT OF CONSTRUCTION.ALL CONSTRUCTION
 ACTIVITY REGULATED BY THIS CODE SHALL BE PERFORMED 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 PARCEL SHALL AS A
 PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED
 DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A
 CERTIFICATE FROM A LICENSED ENGINEER SHALL BE SUBMITTED
 TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL OF THE
 FINAL INSPECTION.
  
 5) 109.3.10.1 HURRICANE PROTECTION. IT SHALL BE
 UNLAWFUL FOR ANY PERSON TO ALLOW CONSTRUCTION RELATED
 MATERIALS EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
 OTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM 24 HRS.
 AFTER A HURRICANE WATCH HAS BEEN ISSUED UNTIL THE
 HURRICANE WATCH OR WARNING HAS BEEN LIFTED. ALL SUCH
 CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS SHALL BE
 EITHER REMOVED FROM THE CONSTRUCTION SITE OR SECURED IN
 SUCH A MANNER AS TO MINIMIZE THE DANGER OF SUCH
 CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS CAUSING
 DAMAGE TO PERSONS OR PROPERTY FROM HIGH WINDS. ANY
 PERSONS WHO FAILS TO COMPLY TO REMOVE OR SECURE THE
 CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS WITHIN 24
 HRS AFTER A HURRICANE WATCH HAS BEEN ISSUED SHALL BE
 SUBJECT TO A FINE NOT TO EXCEED $500.00. IN ADDITION
 TO THE ABOVE, A LICENSED CONTRACTOR WHO VIOLATES THIS
 SECTION SHALL BE SUBJECT TO DISCIPLINE PURSUANT TO
 SECTION 113 OF THIS CHAPTER.
  
 6) SHEET 4 INDICATES TWO SEPARATE UNITS LOT 26 & 27,
 WITH A COMMON WALL. THIS IS A SHARED BEARING WALL OR
 FIRE WALL BETWEEN TWO LOTS OR PROPERTIES REQUIRING
 RATINGS OF WALL AND ROOFDECKING . 705.1 WHERE A FIRE
 WALL ALSO SEPARATES GROUPS THAT ARE REQUIRED TO BE
 SEPARATED BY A FIRE BARRIER WALL, THE MOST RESTRICTIVE
 REQUIREMENTS OF EACH SEPARATION SHALL APPLY. FIRE WALLS
 LOCATED ON LOT LINES SHALL ALSO COMPLY WITH SECTION
 503.2 . SUCH FIRE WALLS (PARTY WALLS) SHALL PROVIDE A
 4-HOUR FIRE-RESISTANCE RATING AND SHALL BE CONSTRUCTED
 WITHOUT OPENINGS.
  
 7)FIRE WALLS OR PARTY WALLS,705.5 HORIZONTAL
 CONTINUITY.
 FIRE WALLS SHALL BE CONTINUOUS FROM EXTERIOR WALL TO
 EXTERIOR WALL AND SHALL EXTEND AT LEAST 18 INCHES (457
 MM) BEYOND THE EXTERIOR SURFACE OF EXTERIOR WALLS.
 EXCEPTIONS:
 1.FIRE WALLS SHALL BE PERMITTED TO TERMINATE AT
 THE INTERIOR SURFACE OF COMBUSTIBLE EXTERIOR SHEATHING
 OR SIDING PROVIDED THE EXTERIOR WALL HAS A
 FIRE-RESISTANCE RATING OF AT LEAST 1 HOUR FOR A
 HORIZONTAL DISTANCE OF AT LEAST 4 FEET (1220 MM) ON
 BOTH SIDES OF THE FIRE WALL . OPENINGS WITHIN SUCH
 EXTERIOR WALLS SHALL BE PROTECTED BY FIRE ASSEMBLIES
 HAVING A FIRE PROTECTION RATING OF NOT LESS THAN ?
 HOUR.
 2.FIRE WALLS SHALL BE PERMITTED TO TERMINATE AT
 THE INTERIOR SURFACE OF NONCOMBUSTIBLE EXTERIOR
 SHEATHING, EXTERIOR SIDING OR OTHER NONCOMBUSTIBLE
 EXTERIOR FINISHES PROVIDED THE SHEATHING, SIDING, OR
 OTHER EXTERIOR NONCOMBUSTIBLE FINISH EXTENDS A
 HORIZONTAL DISTANCE OF AT LEAST 4 FEET (1220 MM) ON
 BOTH SIDES OF THE FIRE WALL .
 3.FIRE WALLS SHALL BE PERMITTED TO TERMINATE AT
 THE INTERIOR SURFACE OF NONCOMBUSTIBLE EXTERIOR
 SHEATHING WHERE THE BUILDING ON EACH SIDE OF THE FIRE
 WALL IS PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM
 INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR
 903.3.1.2 .
  
 9) PLEASE PROVIDE AN EXPLANATION WHY THERE IS NO BEAMS
 OR BEARING WALLS BEING REMOVED DOWN THE CENTER OF THE
 BUILDING ON THE DEMO SHEET BUT NEW COLUMNS AND LVL'S
 ARE BEING REPLACED?
  
 10) SHEET# 8 ALSO HAS INK HAND DRAWN CHANGES ADDED TO
 THIS SHEET.
  
 11) DISCREPANCY, SHEET# 8 INDICATES 3 NEW MASONARY
 COLUMNS THAT DO NOT SHOW ON SHEET 8 DETAIL# 2.
  
 12) SHEET 8 DETAIL# 2 ALSO INDICATES THE USE OF 3 1/2"
 22 GAUGE METAL STUDS FOR FRAMING, ISN'T THIS CONSIDERD
 LIGHT GAUGE METAL AND NOT FOR STRUCTURALAPPLICATION?
  
 13) BENEATH THE HORIZONTAL FRAMING MEMBERS THERE
 APPEARS TO BE METAL SLEEPERS THA WILL BE ATTACHED TO
 THE EXISTING CONCRETE DECK, IS THIS A SINGLE MEMBER
 STEEL STUD OR TWO MEMBERS CREATING A BOX BEAM? PROVIDE
 MORE INFORMATION?
  
 14) ON SHEET 8 DETAIL# 2 PLEASE INDICATE WHERE THE
 PROPERTY LINE IS LOCATED?
  
 15) 11-4.1.5 ACCESSIBLE BUILDINGS: ADDITIONS.
 EACH ADDITION TO AN EXISTING BUILDING OR FACILITY SHALL
 BE REGARDED AS AN ALTERATION. EACH SPACE OR ELEMENT
 ADDED TO THE EXISTING BUILDING OR FACILITY SHALL COMPLY
 WITH THE APPLICABLE PROVISIONS OF SECTION 11-4.1.1 TO
 SECTION 11-4.1.3 , MINIMUM REQUIREMENTS FOR NEW
 CONSTRUCTION, AND THE APPLICABLE TECHNICAL
 SPECIFICATIONS OF SECTION 11-4.2 THROUGH SECTION
 11-4.35 AND SECTION 11-5 THROUGH SECTION 11-10 . EACH
 ADDITION THAT AFFECTS OR COULD AFFECT THE USABILITY OF
 AN AREA CONTAINING A PRIMARY FUNCTION SHALL COMPLY WITH
 SECTION 11-4.1.6 (2).
 (2)ALTERATIONS TO AN AREA CONTAINING A PRIMARY
 FUNCTION. IN ADDITION TO THE REQUIREMENTS OF SECTION
 11-4.1.6 (1), AN ALTERATION THAT AFFECTS OR COULD
 AFFECT THE USABILITY OF OR ACCESS TO AN AREA CONTAINING
 A PRIMARY FUNCTION SHALL BE MADE SO AS TO ENSURE THAT,
 TO THE MAXIMUM EXTENT FEASIBLE, THE PATH OF TRAVEL TO
 THE ALTERED AREA AND THE RESTROOMS, TELEPHONES, AND
 DRINKING FOUNTAINS SERVING THE ALTERED AREA, ARE
 READILY ACCESSIBLE TO AND USABLE BY INDIVIDUALS WITH
 DISABILITIES, UNLESS SUCH ALTERATIONS ARE
 DISPROPORTIONATE TO THE OVERALL ALTERATIONS TIN TERMS
 OF COST AND SCOPE.
 11-4.1.6(2)ALTERATIONS MADE TO PROVIDE AN ACCESSIBLE
 PATH OF TRAVEL TO ALTERED AREAS SHALL BE DEEMED
 DISPROPORTIONATE TO THE OVERALL ALTERATION WHEN THE
 COST EXCEEDS 20 PERCENT OF THE COST OF THE ALTERATION
 TO THE PRIMARY FUNCTION AREA.
 DUTY TO PROVIDE ACCESSIBLE FEATURES IN THE EVENT OF
 DISPROPORTIONALITY.
 (1)WHEN THE COST OF ALTERATIONS NECESSARY TO MAKE
 THE PATH OF TRAVEL TO THE ALTERED AREA FULLY ACCESSIBLE
 IS DISPROPORTIONATE TO THE COST OF THE OVERALL
 ALTERATION, THE PATH OF TRAVEL SHALL BE MADE ACCESSIBLE
 TO THE EXTENT THAT IT CAN BE MADE ACCESSIBLE WITHOUT
 INCURRING DISPROPORTIONATE COSTS.
 (2)(A)IN CHOOSING WHICH ACCESSIBLE ELEMENTS TO
 PROVIDE, PRIORITY SHOULD BE GIVEN TO THOSE ELEMENTS
 THAT WILL PROVIDE THE GREATEST ACCESS, IN THE FOLLOWING
 ORDER:
 (I)AN ACCESSIBLE ENTRANCE ;
 (II)AN ACCESSIBLE ROUTE TO THE ALTERED AREA: (III)
 AT LEAST ONE ACCESSIBLE RESTROOM FOR EACH SEX OR A
 SINGLE UNISEX RESTROOM:
 (IV)ACCESSIBLE TELEPHONES;
 (V)ACCESSIBLE DRINKING FOUNTAINS; AND
 (VI)WHEN POSSIBLE, ADDITIONAL ACCESSIBLE ELEMENTS
 SUCH AS PARKING, STORAGE, AND ALARMS.
  
 13) THE SITE PLAN DOESN?T INDICATE THE HANDICAPPED
 PARKING WITH AN ACCESSIBLE AISLE, WALKWAY TO THE
 ENTRANCE OF THE UNIT. PLEASE PROVIDE THE DETAILS.
 11-4.6.3 PARKING SPACES. PARKING ACCESS AISLES MUST BE
 NO LESS THAN 5 FEET (1524 MM) WIDE AND MUST BE PART OF
 AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY
 ENTRANCE. TWO ACCESSIBLE SPACES MAY SHARE A COMMON
 ACCESS AISLE [SEE FIGURE 9 (A)]. THE ACCESS AISLE SHALL
 BE STRIPED DIAGONALLY TO DESIGNATE IT AS A NO-PARKING
 ZONE. CURB RAMPS MUST BE LOCATED OUTSIDE OF THE
 DISABLED PARKING SPACES AND ACCESS AISLES.
  
 16) DISCREPANCY, PLEASE SEE SHEET# 6DETAIL1 SHEET7 IS
 REVERSED WITH DETAIL1 SHEET 8. PLEASE PROVIDE A
 CONNECTION DETAIL OF THE NEW 5 1/4X 16 LVL BEAM AT BOTH
 ENDS.
 106.1.2 ADDITIONAL INFORMATION REQUIRED.
  
 17)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.
  
 18) 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.
  
 FL BLD CODE 1609.1.4: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT
 INSPECTOR) OF PRODUCT TESTING REPORTS ,MISSING REPORTS
 ARE AS FOLLOWS:
 A) FIXED WINDOWS- STOREFRONT GLASS
 B) GLAZED SWING DOORS
 C) HOLLOW CORE METAL DOORS
 D) MULLIONS
 E) TRUSS ANCHOR STRAPS AND CONNECTIONS
 F) STORM SHUTTERS
 G) PRE-ENGINEEREDA/C STANDS
 H)ROOF ASSEMBLIES
  
 19) 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 APPLICATION FOR
 LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE
 9B-72. SEE ATTACHMENT. WW.FLORIDABUILDING.ORG
  
 20) ) 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.
  
 21) THE MIAMI-DADE PRODUCT APPROVAL REPORTS THAT WERE
 TESTED BEFORE 2004 FBC WILL NEED TO BE REVIEWED BY AN
 ENGINEER TO SEE IF REDUCTIONS NEED TO BE TAKEN. 2004
 FBC 1605.3.1.1 DO NOT ALLOW FOR THE 1/3RD INCREASES
 THAT HAD BEEN TAKEN WHEN THE PRODUCTS WERE TESTED .THE
 PRODUCTS MAY REQUIRE ADDITIONAL FASTENERS. SEE
 CALCULATIONS LISTED UNDER SUB HEADING# 3 ON THE PRODUCT
 APPROVALS, IF THE 2004 CODE IS NOT REFERENCED AN
 ENGINEER WILL NEED TO VERIFY LOADING OF FASTENERS!!!!
 1605.3.1.1 LOAD REDUCTION.
 1.IT IS PERMITTED TO MULTIPLY THE COMBINED EFFECT
 OF TWO OR MORE VARIABLE LOADS BY 0.75 AND ADD THE
 EFFECT OF DEAD LOAD. THE COMBINED LOAD USED IN DESIGN
 SHALL NOT BE LESS THAN THE SUM OF THE EFFECT OF DEAD
 LOAD AND ANY OF THE VARIABLE LOADS.
 2.INCREASES IN ALLOWABLE STRESS SPECIFIED IN THE
 MATERIALS, SECTIONS OF THIS CODE OR A REFERENCED
 STANDARD SHALL NOT BE PERMITTED TO BE USED WITH LOAD
 COMBINATIONS OF SECTIONS 1605.3.1 . DURATION OF LOAD
 INCREASE SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER
 23 .
  
 22)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.
  
 23) 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 PRESSURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATION TO FACILITATE
 PLAN REVIEW AND PERMIT ISSUANCE.
 104.6*/ 1609.1.4/ 1714.5 STANDARDS FOR WIND-BORNE
 DEBRIS IMPACT PROTECTION
 QUESTION# 13 RECOGNIZING SUCH CONCERNS AS ABSENTEE
 OWNERS, OR CASES WHERE LONGER TIME & EFFORT IS
 NECESSARY TO SECURE SHUTTERS ON LARGE OR MULTI-STORY
 BUILDINGS, WHAT MEASURES ARE BEING RECOMMENDED OR
 IMPLEMENTED TO ENSURE THAT COMPLETE INSTALLATION OR
 SECURING IS DONE SUFFICIENTLY IN ADVANCE OF THE
 HURRICANE?
  
 IN MATTERS CONCERNING PUBLIC SAFETY, HEALTH, AND THE
 GENERAL WELFARE NOT SPECIFICALLY ADDRESSED IN THE CODE,
 SECTION 104.6 OF THE FLORIDA BUILDING CODE,BUILDING,
 CHAPTER 1,
 ADMINISTRATIVE CODE2004 EDITION AS AMENDED BY THE CITY
 OF WEST PALM BEACH, PROVDES THE ABILITY FOR THE
 BUILDING OFFICIAL TO IMPLEMENT REQUIREMENTS FOR
 ENSURING STABILITY, STRENGTH, AND THE PROPER OPERATION
 OF EXISTING BUILDINGS.
  
 IN ORDER TO ASSURE THE SECURING OF SHUTTERS ON LARGE OR
 MULTI-STORY BUILDINGS, OR MULTIPLE BUILDINGS ON THE
 SAME PROPERTY, PRE-STORM PREPARATION PLANS MUST BE
 SUBMITTED BY THE PROPERTY OWNERS OR MANAGING AGENTS FOR
 REVIEW BY THE CONSTRUCTION SRVICES DEPARTMENT. ANY SUCH
 PLAN SHALL INCLUDE, AT A MINIMUM, ON SITE LOCATION OF
 THE SHUTTERS, PARTY RESPONSIBLE FOR SECURING THE
 SHUTTERS ( SAID PARTY MUST BE LOCATED WITHIN PALM BEACH
 COUNTY), TOTAL NUMBER OF OPENINGS TO BE PROTECTED AND
 THE TOTAL TIME REQUIRED TO SECURE ALL OPENINGS.
 PROTECTION OF OPENINGS SHALL BE ACCOMPLISHEDWITHIN
 TWELVE (12) HOURS OR LESS OF THE
 OFFICIAL NOTIFICATION BY THE NATIONAL WEATHER SERVICES
 OF A HURRICANE WATCH.
  
 PROVISIONS IN THE BUILDING CODES (AND THIS STANDARD)
 ARE NOT INTENDED TO PROHIBIT THE USE OF ALTERNATE
 MATERIALS AND METHODS, AND THE BUILDING OFFICIAL TO
 REVIEW AND APPROVE ANY ALTERNATE DEEMED EQUIVALENT IN
 QUALITY, STRENGTH, EFFECTIVENESS, FIRE RESISTANCE,
 DURABILITY AND SAFETY PRESCRIBED BY THIS CODE. BASED
 UPON THIS CODE PROVISION, ACCEPTANCE OF ALTERNATE
 MATERIALS AND METHODS MAY BE APPROVED ON A CASE-BY-CASE
 BASIS AND SHALL REQUIRE SUFFICIENT EVIDENCE OR PROOF TO
 SUBSTANTIATE ANY CLAIM MADE REGARDING THE ALTERNATE.
  
 24)THIS ROOF IS MISSING OR NOT INCOMPLIANCE WITH
 THE FOLLOW ITEMS:
 _XXX__ CONTRACTOR / ENGINEER DID NOT INDICATE THE ROOF
 PITCH.
  
 _XXX__ CONTRACTOR FAILED TO INDICATE WHICH SYSTEM TO BE
 USED.
  
 _XXX__ THE SYSTEM PROVIDED HAS A LOWPRESSURE FOR
 ZONE _2&3__ .
  
  
 _XXX__ NOT KNOWN- THE SYSTEM PROVIDED STATES
 LIMITATION# 7, SHOULD THE FASTENERRESISTANCE BE
 LESS THAN THATREQUIRED, AS DETERMINED BY THE
 BUILDING OFFICIAL, A REVISEDFASTENER SPACING,
 PREPARED , SIGNEDAND SEALED BY A FLORIDA
 REGISTEREDPROFESSIONAL ENGINEER, REGISTERED
 ARCHITECT OR REGISTERED ROOF
 CONSULTANT MAY BE SUBMITTED.
  
 __XXX_ NOT KNOWN- THE SYSTEM PROVIDED INDICATES
 LIMITATION# 9, NO ENHANCED
 FASTENING ALLOWED.
  
 25) PLANS DO NOT SHOW ANY ROOF DRAINAGE, SLOPE OR
 EMERGENCY OVERFLOWS:
  
 1503.4.1 GUTTERS.
 GUTTERS AND LEADERS PLACED ON THE OUTSIDE OF BUILDINGS,
 OTHER THAN GROUP R-3 AS APPLICABLE IN SECTION 101.2 ,
 PRIVATE GARAGES AND BUILDINGS OF TYPE V CONSTRUCTION,
 SHALL BE OF NONCOMBUSTIBLE MATERIAL OR A MINIMUM OF
 SCHEDULE 40 PLASTIC PIPE.
  
 1503.4.2 SCUPPER.
 WHERE REQUIRED FOR ROOF DRAINAGE, A SCUPPER SHALL BE
 PLACED LEVEL WITH THE ROOF SURFACE IN A WALL OR
 PARAPET. THE SCUPPER SHALL BE LOCATED AS DETERMINED BY
 THE SLOPE AND THE CONTRIBUTING AREA OF THE ROOF. THE
 EXTERIOR FACING OR LINING OF A SCUPPER, IF METAL, SHALL
 BE THE SAME AS FLASHING MATERIAL REQUIRED BY SECTIONS
 1503 THROUGH 1510 FOR THE PARTICULAR TYPE OF COVERING
 SPECIFIED FOR THE BUILDING. FOR OTHER TYPE MATERIALS,
 FOLLOW MANUFACTURER?S SPECIFICATIONS.
  
 1503.4.3 OVERFLOW SCUPPERS.
 WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT
 PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR
 PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4
 INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND
 SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED
 VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET
 SCUPPERS. AN OVERFLOW SCUPPER SHALL BE SIZED IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING.
  
 26) PLANS ALSO FAIL TO PROVIDE ENERGY CALCULATIONS.
  
 27) IF THIS IS NOT A RESIDENCEON TARGET DESIGN CAN
 NOT WORK AS DESIGNER OF RECORD, PLEASE SEE DEPARTMENT
 OF BUSINESS & PROFESSIONAL REGULATION, DIVISION OF
 ADMINISTRATION CASE HEARING 03-0489!!!! THIS MAY EFFECT
 ENGINEER RIZA ALTANS LICENSURE ALSO!!!
  
 28)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 II
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
Review Stop E ELECTRICAL
Rev No 3 Status N Date 2007-10-22 Cont ID  
Sent By dpalmer Date 2007-10-22 Time 13:59 Rev Time 0.00
Received By dpalmer Date 2007-10-22 Time 13:59 Sent To  
Notes
2007-10-22 14:02:24NEW CORRECTED SURVEY BROUGHT IN BY CONTRACTOR.
 ROGER FROM KDN CONSTRUCTION BROUGHT INON 10/22/07
  
 NEW UPDATED SURVEY INDICATES BUILDING AS *EXISTING*
 COMMERICAL USE. WORKAS APPLIED IS ONLY BEING DONE ON
 FRONT EXTERIOR WITH NO ELECTRICAL WORK IN SCOPE.
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2007-10-16 Cont ID  
Sent By dpalmer Date 2007-10-16 Time 14:32 Rev Time 0.00
Received By dpalmer Date 2007-10-16 Time 14:06 Sent To  
Notes
2007-10-16 14:32:25 
 *** DENIED 2ND REVIEW*****
  
 1) NOTE: PREVIOUS PLANS SUBMITTED CLEARLY INDICATED THE
 BUILDING BEING AN EXISTING RESIDENTIAL STRUCTURE WHICH
 WAS BEING CONVERTED TO COMMERCIAL RETAIL USE.
 THE NEW DESIGNER OF RECORD IS NOW INDICATING THIS IS
 NOT A CHANGE IN OCCUPANCY AND HAS SIGNED, DATED AND
 SEALED A LETTER AND PLANS ACCORDINGLY.
 PLEASE SEE HOWEVER THE SITE/SURVEY PLANS WHICH ARE
 SIGNED, DATED AND SEALED CERTIFYING BUILDING AS A
 *RESIDENCE*.
 PLEASE SUBMIT SUPPORTING DOCUMENTATION WHICH EITHER
 SHOWS THIS BUILDING WAS A RETAIL BUILDING WHICH WAS
 CONVERTED LEGALLY FROM A RESIDENCE OR SUBMIT
 DOCUMENTATION/PLANS FOR CHANGE IN OCCUPANCY BASED ON
 FBC EXISTING BUILDING CODE CHAPTER 8 WHICH ALSO
 REFERENCES NEC 70, NFPA-101FOR LIFE SAFETY.
 PLEASE SEE NOTES DATED 6/23/07 FOR ELECTRICAL REQUIRED
 IS THIS IS A CHANGE IN OCCUPANCY.
 AS NO ELECTRICAL PLANS WERE SUBMITTED, NO SPECIFIC
 TECHNICAL REVIEW COULD BE DONE.
  
 ** PLEASE SEE COMMENTS FROM OTHER TRADES WHICH WILL
 AFFECT PLANS, SUBMITTED DOCUMENTS AND ELECTRICAL
 PLANS.
  
 ** 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 E ELECTRICAL
Rev No 1 Status F Date 2007-06-23 Cont ID  
Sent By dpalmer Date 2007-06-23 Time 19:40 Rev Time 0.00
Received By dpalmer Date 2007-06-23 Time 19:40 Sent To  
Notes
2007-06-23 19:35:48*** UNSAT***
  
 ** PLEASE KNOW AS PLANS WERE NOT SUBMITTED WITH ALL
 COMPLETED INFORMATION FOR CODE COMPLIANCE REVIEW THERE
 MAY BE NEW COMMENTS ON THE FOLLOWING REVIEW.
  
  
 1) NOTE:PLEASE KNOW THAT ANY PERMIT APPLICATIONS
 WHICH ARE SUBMITTED AFTER DECEMBER 8TH, 2006 PLACES
 PROJECTS UNDER THE NEW CODES ADOPTED BY THE STATE.
 PLEASE SEE THAT THIS SHALL INCLUDE 2006 REVISIONS TO
 THE 2004 FBC FOR ALL TRADES AND THE 2005 NFPA-70.
 PLEASE KNOW THERE ARE CHANGES IN THE FBC WHICH MAY
 AFFECT DESIGNS FOR ALL TRADES.
 PLEASE LIST THE FOLLOWING ON ELECTRICAL SHEETS FOR THIS
 REVIEWER AT A MINIMUM.
 2004 FBC W/ 2006 REVISIONS
 2005 NFPA-70
 2002 NFPA-72
 2003 NFPA-101
  
 ** PLEASE KNOW THAT CHANGES FOR NEW CODES IS REQUIRED
 FOR ALL TRADES AND FOR ALL REVIEWS EVEN IF COMMENT IS
 NOT MADE BY OTHER TRADE(S).
  
 3) NOTE PLEASE SEE THE PLANS MAY NOT BE DONE BY A
 *DESIGNER* WHO IS NOT LICENSED UNDER FS 481 OR 471.
 PLEASE SEE THE STATEMENT FROM THE ENGINEER DOES NOT
 COVER THE DESIGNER AS SHOWN ON TITLE BLOCKS PER THE
 LAWS UNDER THE FLORIDA STATUTES. IF THERE ARE ANY
 FURTHER QUESTIONS ON THIS PLEASE CONTACT THE STATE
 LEGAL COUNSEL TO THE BOARD OF ARCHITECTS AS WELL AS THE
 FLORIDA BOARD OF ENGINEERS.
 ** THIS IS REQUIRED FOR ALL SHEETS AND TRADES WHETHER
 OR NOT COMMENT IS MADE BY OTHER TRADE(S).
  
 4) NOTE: PLEASE SEE THE SCOPE OF WORK IS UNCLEAR AS THE
 TITLE BLOCKS AND LOCATIONS ON PLANS INDICATE THIS AS A
 RESIDENCE YET THE PLANS AND LOCATION ARE ALSO
 COMMERCIAL STORES.
 PLEASE SUBMIT COMPLETE ELECTRICAL PLANS FOR CHANGE IN
 OCCUPANCY, PLEASE SUBMIT ELECTRICAL PLANS AND SHOW ALL
 NEW AND EXISTING WHICH ALREADY COMPLIES OR WILL COMPLY
 WITH THE CODES ABOVE.
 PLEASE SEE FBC ADMIN SECTION 106.1, 106.3.5.1.2, 106.2
  
 5) NOTE: PLEASE SEE NEC , 215.3, 215.5, 230.70, 230.71,
 230.76, 230.79, 240.4, 310.16, 408.4, 600.5, 220.12,
 220.14, 220.42, 220.44, ETC.
  
 6) NOTE: PLEASE SEE FBC 2004 W/ 2006 REVISIONS AS
 LIGHTING INFORMATION NEEDS TO COMPLY WITH THE ENERGY
 CODE.
 13-415.1.AB.1.1, 13-415.1.C, 13-415.2 ETC.
  
 * ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE
 PICKED UP FOR CORRECTIONS, PLEASE BE
 SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW
 AND STAMPING. DO NOT LEAVE ANY
 OLD/VOIDED SHEETS IN SETS.
 PLEASE KNOW ONLY ONE SET OF THE
 OLD/VOIDED SHEETS SHOULD BE SUBMITTED
 FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND
 AVOID ANY DELAYS.
  
 ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
 COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
 THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
 NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
 REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2008-06-03 Cont ID  
Sent By mawillia Date 2008-06-03 Time 16:55 Rev Time 0.00
Received By mawillia Date 2008-06-03 Time 16:16 Sent To  
Notes
2008-06-03 16:19:51*****APPROVED W/REMINDER*****
  
 PLAN SHEET 2 OF 4 WAS STAMPED, INITIALED, AND DATED.
  
  
  
 REMINDER:THE NUMERICAL ADDRESS SHALL BE ON THE
 STRUCTURE OF THE BUILDING ( NOT ON THE DOOR, WINDOW, OR
 GLASS) WHICH FRONTS NORTHWOOD ROAD.
  
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2007-10-31 Cont ID  
Sent By mawillia Date 2007-10-31 Time 15:17 Rev Time 0.00
Received By mawillia Date 2007-10-31 Time 14:22 Sent To  
Notes
2007-10-31 14:55:13*****DENIED*****
  
 *THE FOLLOWINGS COMMENTS FROM THE PREVIOUS FIRE PLAN
 REVIEW STILL NEED TO BE ADDRESSED:
  
 01.NO COMPASS DETAIL NOTED ON THE SUBMITTED PLAN
 SHEETS.
  
 03.NFPA 101 - 2003 EDITION SHALL BE REFERENCED.
  
 04.STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR
 DEMOLITION OPERATIONS SHALL COMPLY WITH NFPA 241.
  
 05.CONSTRUCTION/DEMOLITION OPERATIONS SHALL NOT
 INTERFERE OF HINDER EMERGENCY RESPONSE ACCESS TO THE
 SAID PROPERTY OR THE VICINITY THEREOF (INCLUDING
 STREETS, ALLEYS, FIRE LANES).
  
 06.COMBUSTIBLE WASTE MATERIALS, DUST, AND DEBRIS
 SHALL BE REMOVED FROM THE SITE AT THE END OF EACH SHIFT
 OR MORE FREQUENTLY AS NECESSARY FOR SAFE OPERATION.
  
 07.ON SHEET 2 (OF 4), SHOW THE NUMERICAL ADDRESS ON
 THE NEW FRONT ELEVATION VISIBLE FROM NORTHWOOD ROAD..
 AS PER WEST PALM BEACH CODE, THESE NUMBERS SHALL BE NO
 LESS THAN 6" IN HEIGHT AND NO LESS THAN 1" IN WIDTH.
  
 13.INDICATE IF THE BUILDING IS EQUIPPED WITH A FIRE
 SPRINKLER AND/OR A FIRE ALARM SYSTEM.
  
  
 *NEW COMMENT
  
 A.PLEASE CORRECT THE FOLLOWING INFORMATION ON THE
 CONSTRUCTION LAYOUT SURVEY SHEET.*NORTHWOOD SHOULD BE
 ROAD INSTEAD OF AVENUE,*22 THRU 30TH ARE STREETS
 INSTEAD OF AVENUES,*23RD STREET IS SOUTH OF NORTHWOOD
 ROAD AND 22ND STREET IS SOUTH OF 23 STREET,*PINEWOOD
 IS A AVENUE INSTEAD OF A STREET.
  
  
 TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
 LETTER INDICATING WHERE ON THE PLAN EACH ITEM WAS
 ADDRESSED.
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2007-07-16 Cont ID  
Sent By mawillia Date 2007-07-16 Time 18:58 Rev Time 0.00
Received By mawillia Date 2007-07-16 Time 18:21 Sent To  
Notes
2007-07-16 18:58:05*****DENIED*****
  
  
 01.NO COMPASS DETAIL NOTED ON THE SUBMITTED PLAN
 SHEETS.
  
 02.PLEASE INDICATE WHAT THE EXISTING OCCUPANCY IS AND
 WHAT THE NEW OCCUPANCY WILL BE.
  
 03.NFPA 101 - 2003 EDITION SHALL BE REFERENCED.
  
 04.STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR
 DEMOLITION OPERATIONS SHALL COMPLY WITH NFPA 241.
  
 05.CONSTRUCTION/DEMOLITION OPERATIONS SHALL NOT
 INTERFERE OF HINDER EMERGENCY RESPONSE ACCESS TO THE
 SAID PROPERTY OR THE VICINITY THEREOF (INCLUDING
 STREETS, ALLEYS, FIRE LANES.
  
 06.COMBUSTIBLE WASTE MATERIALS, DUST, AND DEBRIS
 SHALL BE REMOVED FROM THE SITE AT THE END OF EACH SHIFT
 OR MORE FREQUENTLY AS NECESSARY FOR SAFE OPERATION.
  
 07.ON SHEET 1(OF 9), SHOW THE NUMERICAL ADDRESS ON
 THE NEW FRONT ELEVATION VISIBLE FROM NORTHWOOD ROAD..
 AS PER WEST PALM BEACH CODE, THESE NUMBERS SHALL BE NO
 LESS THAN 6" IN HEIGHT AND NO LESS THAN 1" IN WIDTH.
  
 08.ON SHEET 1(OF 9), SHOW THE ADDRESS NUMBER ON THE
 NEW REAR ELEVATION SO THAT THE SPACE IS DISTINGUISHALBE
 FROM OTHER UNIT SPACES.AS PER WEST PALM BEACH CODE,
 THESE NUMBERS SHALL BE NO LESS THAN 3" IN HEIGHT AND NO
 LESS THAN 1" IN WIDTH.
  
 09.ON SHEET 2 AND 3 (OF 9), CLARIFY LEFT ELEVATION
 AND RIGHT ELAVATION IN TERMS OF NORTH, SOUTH, EAST, OR
 WEST.
  
 10.ON SHEET 4 AND 5 (OF 9), WRITTEN OR HAND DRAWN
 CHANGES TO A SIGNED AND SEALED PLANS SHALL NOT BE
 APPROVED.
  
 11.SPECIFY THE INTERIOR FINISH MATERIAL FOR THE WALLS
 AND CEILINGS IN TERMS OF CLASS A, CLASS B, OR CLASS C
 BASED UPON THE TYPE OF OCCUPANCY.
  
 12.SHOW LOCATION OF EXIT LIGHTS, EMERGENCY LIGHTS,
 AND FIRE EXTINGUISHERS FOR THE NEW FLOOR PLAN.
  
 13.INDICATE IF THE BUILDING IS EQUIPPED WITH A FIRE
 SPRINKLER AND/OR A FIRE ALARM SYSTEM.
  
  
 TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
 LETTER INDICATING WHERE ON THE PLAN EACH ITEM WAS
 ADDRESSED.
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2009-04-22 Cont ID  
Sent By dpalmer Date 2009-04-22 Time 12:18 Rev Time 0.00
Received By dpalmer Date 2009-04-22 Time 12:18 Sent To  
Notes
2009-04-22 12:19:05TO C-1
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2009-01-26 Cont ID  
Sent By adarroug Date 2009-01-26 Time 08:22 Rev Time 0.00
Received By adarroug Date 2009-01-26 Time 08:22 Sent To  
Notes
2009-01-26 08:31:20TO "COMM" BD#11
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2008-05-15 Cont ID  
Sent By adarroug Date 2008-05-15 Time 12:31 Rev Time 0.00
Received By adarroug Date 2008-05-15 Time 12:31 Sent To  
Notes
2008-05-15 12:31:57TO "COMM" BD#46
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2007-09-27 Cont ID  
Sent By adarroug Date 2007-09-27 Time 09:59 Rev Time 0.00
Received By adarroug Date 2007-09-27 Time 09:59 Sent To  
Notes
2007-10-15 10:48:32TO "COMM" BD#49
2007-09-27 10:00:15WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2007-07-16 Cont ID  
Sent By mawillia Date 2007-07-16 Time 18:21 Rev Time 0.00
Received By mawillia Date 2007-05-24 Time 16:23 Sent To  
Notes
2007-06-24 12:14:11TO "COMM" BD#20
2007-05-24 16:24:23WAITING FOR "COMM" BD
Review Stop M MECHANICAL (A/C)
Rev No 2 Status N Date 2007-11-11 Cont ID  
Sent By rregueir Date 2007-11-11 Time 14:00 Rev Time 0.00
Received By rregueir Date 2007-11-11 Time 13:54 Sent To  
Notes
2007-11-11 14:00:35THIS IS NOT A CHANGE OF OCCUPANCY AS PREVIOUSLY
 INDICATED ON SURVEY. CORRECTED SURVEY SUBMITTED
 INDICATING EXISTING COMMERCIAL BUILDING. NO MECHANICAL
 IN SCOPE OF WORK AS SHOWN ON PLANS. NO MECHANICAL
 REVIEW OR PERMIT REQUIRED.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
 RONALD J. REGUEIRO
 561.805.6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2007-07-10 Cont ID  
Sent By rregueir Date 2007-07-10 Time 16:09 Rev Time 0.00
Received By rregueir Date 2007-07-10 Time 15:58 Sent To  
Notes
2007-07-10 16:08:43-----------------DENIED-------------------
  
 FBC 2004 CODE FAMILY W/ 2006 REVISIONS.
  
 1. THERE IS NO INFORMATION PROVIDED REGARDING AIR
 CONDITIONING, EXHAUST, OR VENTILATION AS REQUIRED BY
 FBC 106.3.5.1.4.
  
 2. AS THIS BUILDING IS UNDERGOING A CHANGE OF
 OCCUPANCY, PLEASE PROVIDE ENERGY CALCULATIONS PER FBC
 13-101.3.
  
 3. PLEASE SEE FS 471 AND FS 481 FOR REQUIREMENTS OF
 THOSE PROVIDING ARCHITECTURAL AND/OR ENGINEERING
 SERVICES.
  
 4. AT LEAST 2 SETS OF PLANS AND OTHER DOCUMENTATION
 SHALL BE SUBMITTED FOR REVIEW PER FBC 106.1
  
 RONALD J REGUEIRO
 561.805.6719
 [email protected]
Review Stop P PLUMBING
Rev No 2 Status N Date 2007-11-30 Cont ID  
Sent By lmartine Date 2007-11-30 Time 17:46 Rev Time 0.00
Received By lmartine Date 2007-11-30 Time 17:46 Sent To  
Notes
2007-11-30 17:47:53SCOPE OF WORK CHANGED, NO PLUMBING WORK ON NEW PLAN
 LM
Review Stop P PLUMBING
Rev No 1 Status F Date 2007-07-11 Cont ID  
Sent By kstevens Date 2007-07-11 Time 18:45 Rev Time 0.00
Received By kstevens Date 2007-07-11 Time 18:26 Sent To  
Notes
2007-07-11 19:01:14DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 CHAPTER 1
  
 1. PLEASE INDICATE ALL CODES ADOPTED AND IN EFFECT BY
 THE STATE ON THE PLANS INCLUDING FBC-2004 PLUMBING
 W/2006 AMENDMENTS.
  
 2. INDICATE THE OCCUPANCY. THE APPLICATION INDICATES
 "NO CHANGE OF OCCUPANCY" AND PLANS INDICATE A RESIDENCE
 SO THE PLANS WILL BE REVIEWED AS AN R-3 OCCUPANCY. AS
 SUCH, A KITCHEN, BATHING FACILITIES, & A WASH MACHINE
 CONNECTION WILL BE REQUIRED PER TABLE 403.1. SUBMIT AN
 EXISTING FLOOR PLAN SHOWING THE LOCATION OF ALL
 REQUIRED FACILITIES. SECTION 106.1.2.
  
 3. SHT 4 OF 9 HAND DRAWN/WRITTEN CHANGES TO A SIGNED,
 SEALED, DATED SET OF PLANS ARE NOT APPROVED. SECTION
 106.1.3. THE FLOOR PLAN INDICATES "REMOVE EXISTING
 BATH", BUT IT IS X'D OUT & THE WORDS "HANDICAP BATH
 EXISTS" WRITTEN NEXT TO IT. PLEASE CLARIFY. SECTION
 106.1.1.
  
 4. SHT 5 OF 9 HAND DRAWN/WRITTEN CHANGES TO A SIGNED,
 SEALED, DATED SET OF PLANS ARE NOT APPROVED. SECTION
 106.1.3. THE FLOOR PLAN SHOWS "BATH NEW" BUT IT IS X'D
 OUT AND THE WORDS "EXIST HANDICAP BATH TO REMAIN".
 PLEASE CLARIFY. SECTION 106.1.1.
  
 5. SHT 7 OF 9 SUBMIT CALCULATIONS FOR PRIMARY AND
 SECONDARY ROOF DRAINS PER SECTIONS 1106 & 1107 WITH ALL
 SUBSECTIONS & TABLES. SHOW THE SQUARE FOOTAGE BEING
 DRAINED BY EACH ROOF DRAIN AS WELL AS 1/2 AREA OF ALL
 VERTICAL WALLS INCLUDING PARAPETS IN THE CALCULATIONS.
 SHOW THE LOCATION OF THE PRIMARY AND SECONDARY ROOF
 DRAINS AS WELL AS A DETAIL FOR THE PRIMARY AND
 SECONDARY ROOF DRAINS. SECTIONS 106.1.1 & 106.1.2.
  
 6. NOTE: IF THIS TURNS OUT TO BE A CHANGE OF OCCUPANCY,
 OR IS A COMMERCIAL OCCUPANCY AND NOT RESIDENTUAL AS
 INDICATED, THEN MORE COMMENTS WILL FOLLOW. AS THE PLANS
 ARE NOW SUBMITTED, NO PLUMBING WORK IS SHOWN ON THE
 PLANS. PLEASE CLARIFY.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop X PERMIT EXTENSION
Rev No 1 Status N Date 2008-12-30 Cont ID  
Sent By dfulcher Date 2008-12-30 Time 17:00 Rev Time 0.00
Received By dfulcher Date 2008-12-30 Time 16:59 Sent To  
Notes
2008-12-30 17:00:37APP EXTENDED TO 3/11/09 DRF
Review Stop Z ZONING
Rev No 5 Status P Date 2009-04-23 Cont ID  
Sent By kdfreema Date 2009-04-23 Time 14:44 Rev Time 0.00
Received By kdfreema Date 2009-04-23 Time 14:44 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 4 Status F Date 2009-02-02 Cont ID  
Sent By kdfreema Date 2009-02-02 Time 15:38 Rev Time 0.00
Received By kdfreema Date 2009-02-02 Time 15:38 Sent To  
Notes
2009-02-02 15:41:38***FAILED***
  
 PURSUANT SEC 94-213(5)(D) OF THE ZONING AND LAND
 DEVELOPMENT REGULATIONS, THERE MUST BE 70 PERCENT
 GLAZING BETWEEN 2 FEET AND 8 FEET ABOVE GRADE. THE
 CALCULATIONS PROVIDED ON THE PLANS INCORRECTLY USE 50
 PERCENT AS THE MINIMUM GLAZING AREA. AT 70 PERCENT, THE
 MINIMUM SQUARE FOOTAGE IS 102.9 SQUARE FEET. PLEASE
 REVISE DRAWINGS ACCORDINGLY TO SHOW THE CORRECT
 FIGURES.
  
 PLEASE CONTACT KELLY FREEMAN, PLANNER, AT
 [email protected] OR 561-822-1435 WITH QUESTIONS.
Review Stop Z ZONING
Rev No 3 Status F Date 2008-06-03 Cont ID  
Sent By bpowell Date 2008-06-03 Time 12:02 Rev Time 0.00
Received By bpowell Date 2008-06-03 Time 12:02 Sent To  
Notes
2008-06-03 12:04:42 
 1. REPEAT COMMENT: WINDOWS SHALL BE RECESSED A MINIMUM
 OF TWO INCHES FROM THE EXTERIOR OF THE FA?ADE PER
 SECTION 94-213(D)(8).PLEASE PROVIDE A WINDOW AND DOOR
 DETAIL INDICATING A MINIMUM RECESS OF 2 INCHES.
  
 2. A DUMPSTER AND ENCLOSURE MEETING THE SPECIFICATIONS
 SHOWN IN FIGURE XIV-3 OF SECTION 94-444 OF THE CITY'S
 ZONING AND LAND DEVELOPMENT REGULATIONS (ZLDRS) SHALL
 BE PROVIDED. (PER THE CRA A TRASH COMPACTOR PROGRAM
 WILL GO IN THE AREA). PLEASE PROVIDE A MAP SHOWING THE
 LOCATION OF THE COMPACTOR.
  
 3. REPEAT COMMENT: PLEASE SHOW THE LOCATION AND
 SCREENING OF ANY MECHANICAL EQUIPMENT.
  
 4. SITE PLAN: PLEASE SHOW THE LOCATION OF THE FRONT AND
 REAR DOOR ON THE PLAN.ADDITIONALLY, IF THERE IS GOING
 TO BE PARKING PLEASE SHOW THE LOCATION AND A STRIPPING
 DETAIL, PLEASE SEE THE PROVIDED DETAIL (ATTACHED).
  
 FOR QUESTIONS OR COMMENTS PLEASE CONTACT BOBBY POWELL
 JR., [email protected], (561) 822-1449
  
Review Stop Z ZONING
Rev No 2 Status F Date 2007-10-29 Cont ID  
Sent By bpowell Date 2007-10-23 Time 12:39 Rev Time 0.00
Received By bpowell Date 2007-10-29 Time 08:28 Sent To  
Notes
2007-10-23 13:36:301. REPEAT COMMENT - A CALCULATION SHALL BE PROVIDED
 SHOWING THE PERCENTAGE OF GLAZING LOCATED ON THE FRONT
 OF THE BUILDING.FOR ADDITIONS ON THE FRONTAGE LINE A
 MINIMUM OF 70 PERCENT OF THE FACADE LOCATED BETWEEN TWO
 (2) AND EIGHT (8) FEET SHALL BE GLAZED, PER SECTION
 94-213(5)(D).
  
 2.REPEAT COMMENT - PLEASE PROVIDE A DETAIL INDICATING
 THE WINDOWS BEING RECESSED.WINDOWS SHALL BE RECESSED
 A MINIMUM OF TWO (2) INCHES FROM THE FACE OF THE
 FACADE, PER SECTION 94-213.
  
 3. REPEAT COMMENT - PLEASE SHOW THE LOCATION AND
 SCREENING OF ANY MECHANICAL EQUIPMENT.
  
 FOR QUESTIONS OR COMMENTS PLEASE CONTACT; BOBBY POWELL
 JR., PLANNER, (561) 822-1435, [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date 2007-07-09 Cont ID  
Sent By bpowell Date 2007-07-09 Time 14:27 Rev Time 0.00
Received By bpowell Date 2007-07-09 Time 14:27 Sent To  
Notes
2007-07-09 14:41:561. PLEASE PROVIDE LANDSCAPE PLANS. ALL PROPERTIES SHALL
 BE BROUGHT INTO COMPLIANCE WITH ARTICLE XIV AT THE TIME
 OF BUILDING PERMIT IF WORK IS VALUED AT $5,000 OR
 MORE.
  
 2. THE VALUE OF CONSTRUCTION...IF IT EXCEEDS 50 PERCENT
 OF THE VALUE OF THE BUILDING, THE BUILDING MUST BE
 BROUGHT INTO COMPLIANCE WITH THE NMUD BTIII, PER SEC.
 94-210 OF THE ZONING AND LAND DEVELOPMENT REGULATIONS
  
 3. NEW CONSTRUCTION AT THE FRONTAGE LINE SHALL BE A
 MINIMUM OF 2 STORIES ALONG A MINIMUM OF 80 PERCENT OF
 THEIR LENGTH WITH A SETBACK OF EITHER ZERO OR FIVE
 FEET.
  
 4. CALCULATION SHALL BE PROVIDED SHOWING THE PERCENTAGE
 OF GLAZING LOCATED ON THE FRONT OF THE BUILDING.A
 MINIMUM OF 70 PERCENT OF THE FACADE LOCATED BETWEEN 2
 AND 8 FEET SHALL BE GLAZED.
  
 5. PLEASE PROVIDE A WINDOW AND DOOR DETAIL INDICATING A
 MINIMUM RECESS OF 2 INCHES.
  
 6. PLEASE SHOW THE LOCATION AND SCREENING OF MECHANICAL
 EQUIPMENT.
  
 7. PLEASE PROVIDE THE HEIGHT OF THE BUILDING TO THE TOP
 OF THE PARAPET.
  
 8.A DUMPSTER ENCLOSURE SHALL BE PROVIDED.
  
 9. IDENTIFY THE TYPE OF MATERIAL THAT WILL BE USED FOR
 THE EXTERIOR FINISH OF THE BUILDING.PER SEC.
 94-213(D)(1) WALLS SHALL BE NO MORE THAN TWO
 MATERIALS.
  
 10. ON STREET PARKING SHALL BE APPROVED BY THE CITY'S
 ENGINEERING DEPT (TRAFFIC ENGINEER).
  
 11. PARKING STRIPING DETAIL SHALL BE PROVIDED, THE ADA
 ACCESIBLE SPACE SHALL BE 12 FEET WIDE WITH AN
 ADDITIONAL 5 FOOT ACCESS AISLE.
  
  
  
 FOR MORE INFORMATION PLEASE CONTACT: BOBBY POWELL, JR.,
 PLANNER, (561) 822-1435, [email protected]


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