Plan Review Details - Permit 07050947
Plan Review Stops For Permit 07050947
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2009-11-19 Cont ID  
Sent By jwitmer Date 2009-11-19 Time 11:17 Rev Time 0.55
Received By jwitmer Date 2009-11-19 Time 11:17 Sent To  
Notes
2009-11-19 11:30:31REV# 5 11-09-09 SHEET 1 & 5.
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2009-07-23 Cont ID  
Sent By jwitmer Date 2009-07-23 Time 13:40 Rev Time 0.00
Received By jwitmer Date 2009-07-23 Time 13:00 Sent To  
Notes
2009-07-23 14:25:22PASSED AS ADDITION, SHELL AND REMODELED STOREFRONT
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2009-07-16 Cont ID  
Sent By jwitmer Date 2009-07-16 Time 14:39 Rev Time 0.77
Received By jwitmer Date 2009-07-16 Time 14:38 Sent To  
Notes
2009-07-16 14:49:05435 NORTHWOOD RD,
 LOT 28/ 07050947
 FEB.03,2009
  
 BUILDING PLAN REVIEW
 PERMIT: 07050947
 ADD: 435 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
  
 5TH REVIEW
 ACTION: DENIED
  
 ENERGY CALCULATIONS :
 1) DO NOT INDICATE ANY WINDOWS
  
 2) ENERGY CALCULATIONS CAN NOT BE PREPARED BY KAREN
 WALLEN OLIVER CACA15692 SINCE THIS IS A SHELL BUILDING
 AND NO A/C CONTRACTOR SIGNED ON FOR SUB-PERMITS.
  
 13-103.1.1.1 COMMERCIAL APPLICATIONS.
 COMPLETION OF PROCEDURES DEMONSTRATING COMPLIANCE WITH
 THIS CODE FOR COMMERCIAL BUILDINGS SHALL BE SIGNED AND
 SEALED BY AN ARCHITECT OR ENGINEER LICENSED TO PRACTICE
 IN THE STATE OF FLORIDA, WITH THE EXCEPTION OF
 BUILDINGS EXCLUDED BY SECTION 481.229, FLORIDA
 STATUTES, OR SECTION 471.003, FLORIDA STATUTES.
 CALCULATIONS FOR BUILDINGS FALLING WITHIN THE EXCEPTION
 OF SECTION 471.003, FLORIDA STATUTES, MAY BE PERFORMED
 BY AIR CONDITIONING OR MECHANICAL CONTRACTORS LICENSED
 IN ACCORDANCE WITH CHAPTER 489, FLORIDA STATUTES, OR BY
 STATE OF FLORIDA CERTIFIED COMMERCIAL BUILDING ENERGY
 RATERS.
 DESIGN PROFESSIONALS RESPONSIBLE UNDER FLORIDA LAW FOR
 THE DESIGN OF LIGHTING, ELECTRICAL, MECHANICAL, AND
 PLUMBING SYSTEMS AND THE BUILDING SHELL, SHALL CERTIFY
 COMPLIANCE OF THOSE BUILDING SYSTEMS WITH THE CODE BY
 SIGNING AND PROVIDING THEIR PROFESSIONAL REGISTRATION
 NUMBER ON THE ENERGY CODE FORM PROVIDED AS PART OF THE
 PLANS AND SPECIFICATIONS TO THE BUILDING DEPARTMENT.
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
 SURVEY:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 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 4 Status F Date 2009-02-03 Cont ID  
Sent By jwitmer Date 2009-02-03 Time 15:39 Rev Time 2.22
Received By jwitmer Date 2009-02-03 Time 15:39 Sent To  
Notes
2009-02-03 15:44:31435 NORTHWOOD RD,
 LOT 28/ 07050947
 FEB.03,2009
  
 BUILDING PLAN REVIEW
 PERMIT: 07050947
 ADD: 435 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
  
 4TH 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
 ACTUALLY COMMENCED 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.
  
 3-6) COMPLIED.
  
 7-8) COMPLIED. THIS COMMENT DEALS WITH THE EXTERIOR
 WALLS OF THE BUILDING AND ADDITION. SINCE THERE IS NO
 WORK BEING COMPLETEED TO THE EXISTING BUILDING ON THE
 EXTERIOR WALLS THIS COMMENT PERTAINS EXCLUSIVELY TO THE
 ADDITION WALLS TABLE 601 DEALS WITH THE BUILDING
 ELEMENTS, TABLE 602 DEALS WITH FIRE-RESISTANCE RATING
 REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE
 SEPERATION, THE TYPE V-B BUILDING < 5 FEET WOULD
 REQUIRE A 1 HOUR FIRE SEPERATION, WHICH THE BLOCK WALL
 WILL MEET THIS REQUIREMENT.
  
 9-14 COMPLIED.
  
 15) RESPONCE INDICATES THIS SPACE TO BE A SHELL
 BUILDING. 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.
 SHEET 3 INDICATES THE USE OF 2X12'S @ 16" O.C. THE
 PLANS DO NOT INDICATE ANY TYPE OF BLOCKING OR BRIDGING
 FOR THE SPAN OF OVER 23'-0".
 2308.10.6 BLOCKING.ROOF RAFTERS AND CEILING JOISTS
 SHALL BE SUPPORTED LATERALLY TO PREVENT ROTATION AND
 LATERAL DISPLACEMENT IN ACCORDANCE WITH THE PROVISIONS
 OF SECTION 2308.8.5.
  
 2308.8.5 LATERAL SUPPORT.
 FLOOR, ATTIC AND ROOF FRAMING WITH A NOMINAL
 DEPTH-TO-THICKNESS RATIO GREATER THAN OR EQUAL TO 5:1
 SHALL HAVE ONE EDGE HELD IN LINE FOR THE ENTIRE SPAN.
 WHERE THE NOMINAL DEPTH-TO-THICKNESS RATIO OF THE
 FRAMING MEMBER EXCEEDS 6:1, THERE SHALL BE ONE LINE OF
 BRIDGING FOR EACH 8 FEET (2438 MM) OF SPAN, UNLESS BOTH
 EDGES OF THE MEMBER ARE HELD IN LINE. THE BRIDGING
 SHALL CONSIST OF NOT LESS THAN 1-INCH BY 3-INCH (25 MM
 BY 76 MM) LUMBER, DOUBLE NAILED AT EACH END, OF
 EQUIVALENT METAL BRACING OF EQUAL RIGIDITY, FULL-DEPTH
 SOLID BLOCKING OR OTHER APPROVED MEANS. A LINE OF
 BRIDGING SHALL ALSO BE REQUIRED AT SUPPORTS WHERE
 EQUIVALENT LATERAL SUPPORT IS NOT OTHERWISE PROVIDED.
  
 16-27) COMPLIED.
  
  
 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.
  
 29) PERMIT FEES ARE TO BE PAID AT TIME OF APPLICATION A
 HOLD WILL BE PLACED BEFORE RESUBMITTAL .$156.06 DUE.
  
 30) 21) THIS REVIEW ENERGY CALCULATIONS WERE SUBMITTED.
 PART OF THE RESPONSE TO COMMENT NUMBER 12 INDICATED
 THAT THE ROOF/CEILING INSULATION WAS TO BE THE
 RESPONSIBILITY OF THE TENANT. BUT THE ENERGY CALCS CAME
 IN AS METHOD "B" WHICH CAN BE FOR THE "SHELL BUILDING".
 3-101.1.6 SHELL BUILDINGS.
 NONRESIDENTIAL BUILDINGS THAT ARE PERMITTED PRIOR TO
 DESIGN COMPLETION OR WHICH WILL BE FINISHED IN SECTIONS
 AT A TIME AFTER CONSTRUCTION OF THE SHELL SHALL COMPLY
 WITH EITHER METHOD B OR C OF SUBCHAPTER 13-4 OF THE
 CODE PRIOR TO GRANTING OF A PERMIT TO BUILD. ALL
 ASSUMPTIONS MADE ABOUT FEATURES NOT INSTALLED UNTIL
 LATER THAT ARE NOT ON THE BUILDING PLANS SHALL BE
 LISTED AND APPENDED TO THE COMPLIANCE FORM SUBMITTED TO
 THE BUILDING DEPARTMENT. UNLESS THE BUILDING IS
 COMPLETED AS PER ALL ASSUMPTIONS MADE IN THE ORIGINAL
 CODE COMPLIANCE SUBMITTAL, A REVISED CODE SUBMITTAL(S)
 USING METHODS A, B OR C SHALL BE SUBMITTED WHEN
 COMPLETION OF THE BUILDING (OR PART OF THE BUILDING) IS
 PERMITTED.
  
 WITHIN THE DATAINPUT REPORT UNDER THE HEADING OF
 ROOFING THE REPORT INDICATES THE USE OF 6" BATTS WHICH
 WILL NEED TO BE REFLECTED WITHIN THE PLANS, THE ROOFING
 SECTION OF THE INPUT DATA REPORT ALSO INDICATED USE OF
 SHINGLES, THAT WILL NEED TO BE CORRECTED WITHIN THE
 DATA INPUT REPORT.
  
 THE SECOND ISSUE WITH THE DATA INPUT REPORT IS THE
 EXTERIOR BACK DOOR IS INDICATED AS A SOLID CORE 2.25
 INCH DOOR WHERE WHAT WAS SUBMITTED IS A 1 33/4 FOAM
 FILLED DOOR.
  
 THE THIRD ITEM THAT WILL NEED TO BE REVIEWED IS THIS IS
 FOR THE SHELL OF THE BUILDING BUT THE WALL SQUARE
 FOOTAGE IS ONLY FOR THE ADDITION NOT THE SHELL
 BUILDING.
  
 THE FOURTH ITEM IS THE FOURTH EXTERIOR WALL NOT INTHE
 DATA INPUT REPORT IS MISSING THE GLAZED WINDOW AND
 DOORWAY IN THE FRONT OF THE BUILDING.
  
 BUILDING PLAN REVIEW II
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2008-06-04 Cont ID  
Sent By jwitmer Date 2008-06-04 Time 13:01 Rev Time 1.77
Received By jwitmer Date 2008-06-04 Time 13:01 Sent To  
Notes
2008-06-04 13:04:33435 NORTHWOOD RD, LOT 29 07050950
  
 BUILDING PLAN REVIEW
 PERMIT: 07050950
 ADD: 433 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)COMPLIED.
  
 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) COMPLIED.
  
 4-6)COMPLIED.
  
 7) 2ND REQUEST,SHEET 4 INDICATES TWO SEPARATE UNITS
 LOT 28 & 29, 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.
  
 8) 2ND REQUEST, FIRE WALLS OR PARTY WALLS,
 REQUIREMENTS: 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)2ND NOTICE, IF THE OWNER ELECTS TO COMBINE THE TWO
 LOTS INTO ONE WITH A UNITY OF TITLE THE FIRE WALL WILL
 NOT BE REQUIRED, BUT HIS WOULD BECOME A STIPULATION
 THAT WOULD OCCUR ON THE PROPERTY CONTROL NUMBER, THAT
 THERE COULD NOT BE A LOT SPLIT WITHOUT THE REQUIRED
 FIRE RATINGS FOR A FIRE WALL IN PLACE ALREADY!
  
 10) THE PERMIT APPLICATION DOES NOT INDICATE THIS TO BE
 A SHELL ONLY PLEASE PROVIE THE HANDICAPPED RESTROOM TO
 BE SHOWN ON PLANS OR INDICATE ON THE PERMIT APPLICATION
 THIS ALTERATION AND ADDITION IS TO BE CONSIDERED SHELL
 SPACE ONLY.TSHEET 4 NEW HANDICAPPED RESTROOM, PLEASE
 PROVIDE THE CLEAR FLOOR SPACE FOR FIXTURES ON THE
 PLANS, IT APPEARS THE DOORS MAY SWING INTO THE REQUIRED
 CLEAR FLOOR SPACE. 11-4.22.2 DOORS. ALL DOORS TO
 ACCESSIBLE TOILET ROOMS SHALL COMPLY WITH 11-4.13.
 DOORS SHALL NOT SWING INTO CLEAR FLOOR SPACE REQUIRED
 FOR ANY FIXTURE.
  
 11) NOT RELAVANT TO THIS REVIEW.
  
 12-13)COMPLIED.
  
 14) COMPLIED.
  
 15) 2ND REQUEST,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.
  
 16A) 2ND REQUEST,SHEET# 1 & 4 NOTE WORK AT THE FRONT
 BUILDING LWALL LINE. PLEASE PROVIDE WHERE THE PROPERTY
 LINE IS LOCATED? ON SHEET# 4.IT APPEARS THAT THE
 FOOTERAMY EXTEND PAST THE PROPERTY LINE.3202.1.1
 STRUCTURAL SUPPORT.A PART OF A BUILDING ERECTED BELOW
 GRADE THAT IS NECESSARY FOR STRUCTURAL SUPPORT OF THE
 BUILDING OR STRUCTURE SHALL NOT PROJECT BEYOND THE LOT
 LINES, EXCEPT THAT THE FOOTINGS OF STREET WALLS OR
 THEIR SUPPORTS WHICH ARE LOCATED AT LEAST 8 FEET (2438
 MM) BELOW GRADE SHALL NOT PROJECT MORE THAN 12 INCHES
 (305 MM) BEYOND THE STREET LOT LINE.
  
 16B)SHEET# 1 THE DEMOLITION PLAN INDICATE A INSWING
 DOOR AT THE FRONT ENTRY, THE NEW REVISED FRONT ENTRY
 INDICATES A NEW FRONT ENTRY DOOR WITH A EXTERIOR SWING
 THAT SWINGS OVER THE PROPERTY LINE.
 3202.2.
  
  
 17) 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 SHEET A-2 INDICATES
 STOREFRONT WINDOWS WHERE AS CASEMENT WINDOW PRODUCT
 APPROVALS WERE SUBMITTED.
 B) GLAZED SWING DOORS-OK
 C) HOLLOW CORE METAL DOORS (PAIR) SUBMITTED IS JELD-WIN
 NO GLAZING SHEET A-3 INDICATES A GLAZED UNIT,
 DISCREPANCY, PLEASE CORRECT.
 D) MULLIONS- OK
 E) TRUSS ANCHOR STRAPS AND CONNECTIONS- NOT SUBMITTED
 F) NOT REQUIRED
 G) PRE-ENGINEEREDA/C STANDS- NO A/C WORK IS SHOWN TO
 BE PART OF THIS PERMIT WILL REQUIRE SEPERATE PERMITS/
 REVIEW
 H) ROOFING ASSEMBLIES FL 618-R1 MIAMI-DADE NOA
 03-0501.05 SUBSYSTEMS ARE NOT HIGHLIGHTED, PLEASE
 HIGHLIGHT SUB-SYSTEM TO BE INSTALLED,LOW PRESSURES
 FOR ALL SUB-SYSTEMS WILL REQUIRE ENHANCED FASTENING IN
 ZONES 2 & 3WILL REQUIRE RAS 117 CALCULATIONS. TABLE
 1609.2.1.(2) .
  
 18) 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
  
 19) ) 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.
  
 20) 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 .
  
 21-22) WAS FOR SSTORM SHUTTERS ONLY, NOT TO BE USED.
  
 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.
  
 23)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.
  
  
 24-27 COMPLIED.
  
 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.
  
 29) NEW COMMENT, SHEET SHEET# 4 INDICATES THE USE OF
 METAL STUDS FOR THE EXTENSION OF THE FRONT ENTRY
 PARAPET. NOTE THE USE OF 22 GAUGE METAL STUDS IS FOR
 NONBEARING INTERIOR USE FOR DRYWALL ONLY. 20 GAUGE
 STRUCTURAL AND OR 18 GAUGE STEEL STUDS AND TRACK WILL
 BE REQUIRED,TABLE 2508.1 ASTM C 1007 L.
  
 BUILDING PLAN REVIEW II
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2008-06-04 Cont ID  
Sent By jwitmer Date 2008-06-04 Time 11:41 Rev Time 1.77
Received By jwitmer Date 2008-06-04 Time 11:41 Sent To  
Notes
2008-06-04 12:29:11435 NORTHWOOD RD, LOT 28 07050947
  
 BUILDING PLAN REVIEW
 PERMIT: 07050947
 ADD: 435 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) COMPLIED.
  
 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
 ACTUALLY COMMENCED 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) COMPLIED.
  
 4-6) COMPLIED.
  
 7) 2ND REQUEST, SHEET 4 INDICATES TWO SEPARATE UNITS
 LOT 28 & 29, WITH A COMMON WALL. THIS IS A SHARED
 BEARING WALL OR FIRE WALL BETWEEN TWO LOTS OR
 PROPERTIES REQUIRING RATINGS OF WALL AND ROOF DECKING .
 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.
  
 8) 2ND REQUEST, FIRE WALLS OR PARTY WALLS,
 REQUIREMENTS: 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) 2ND NOTICE, IF THE OWNER ELECTS TO COMBINE THE TWO
 LOTS INTO ONE WITH A UNITY OF TITLE THE FIRE WALL WILL
 NOT BE REQUIRED, BUT HIS WOULD BECOME A STIPULATION
 THAT WOULD OCCUR ON THE PROPERTY CONTROL NUMBER, THAT
 THERE COULD NOT BE A LOT SPLIT WITHOUT THE REQUIRED
 FIRE RATINGS FOR A FIRE WALL IN PLACE ALREADY!
  
 10) THE PERMIT APPLICATION DOES NOT INDICATE THIS TO BE
 A SHELL ONLY PLEASE PROVIE THE HANDICAPPED RESTROOM TO
 BE SHOWN ON PLANS OR INDICATE ON THE PERMIT APPLICATION
 THIS ALTERATION AND ADDITION IS TO BE CONSIDERED SHELL
 SPACE ONLY. TSHEET 4 NEW HANDICAPPED RESTROOM, PLEASE
 PROVIDE THE CLEAR FLOOR SPACE FOR FIXTURES ON THE
 PLANS, IT APPEARS THE DOORS MAY SWING INTO THE REQUIRED
 CLEAR FLOOR SPACE. 11-4.22.2 DOORS. ALL DOORS TO
 ACCESSIBLE TOILET ROOMS SHALL COMPLY WITH 11-4.13.
 DOORS SHALL NOT SWING INTO CLEAR FLOOR SPACE REQUIRED
 FOR ANY FIXTURE.
  
 11) NOT RELAVANT TO THIS REVIEW.
  
 12-13) COMPLIED.
  
 14) COMPLIED.
  
 15) 2ND REQUEST, 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.
  
 16A) 2ND REQUEST, SHEET# 1 & 4 NOTE WORK AT THE FRONT
 BUILDING LWALL LINE. PLEASE PROVIDE WHERE THE PROPERTY
 LINE IS LOCATED? ON SHEET# 4. IT APPEARS THAT THE
 FOOTER AMY EXTEND PAST THE PROPERTY LINE. 3202.1.1
 STRUCTURAL SUPPORT.A PART OF A BUILDING ERECTED BELOW
 GRADE THAT IS NECESSARY FOR STRUCTURAL SUPPORT OF THE
 BUILDING OR STRUCTURE SHALL NOT PROJECT BEYOND THE LOT
 LINES, EXCEPT THAT THE FOOTINGS OF STREET WALLS OR
 THEIR SUPPORTS WHICH ARE LOCATED AT LEAST 8 FEET (2438
 MM) BELOW GRADE SHALL NOT PROJECT MORE THAN 12 INCHES
 (305 MM) BEYOND THE STREET LOT LINE.
  
 16B) SHEET# 1 THE DEMOLITION PLAN INDICATE A INSWING
 DOOR AT THE FRONT ENTRY, THE NEW REVISED FRONT ENTRY
 INDICATES A NEW FRONT ENTRY DOOR WITH A EXTERIOR SWING
 THAT SWINGS OVER THE PROPERTY LINE.
 3202.2.
  
  
 17) 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 SHEET A-2 INDICATES
 STOREFRONT WINDOWS WHERE AS CASEMENT WINDOW PRODUCT
 APPROVALS WERE SUBMITTED.
 B) GLAZED SWING DOORS-OK
 C) HOLLOW CORE METAL DOORS (PAIR) SUBMITTED IS JELD-WIN
 NO GLAZING SHEET A-3 INDICATES A GLAZED UNIT,
 DISCREPANCY, PLEASE CORRECT.
 D) MULLIONS- OK
 E) TRUSS ANCHOR STRAPS AND CONNECTIONS- NOT SUBMITTED
 F) NOT REQUIRED
 G) PRE-ENGINEERED A/C STANDS- NO A/C WORK IS SHOWN TO
 BE PART OF THIS PERMIT WILL REQUIRE SEPERATE PERMITS/
 REVIEW
 H) ROOFING ASSEMBLIES FL 618-R1 MIAMI-DADE NOA
 03-0501.05 SUBSYSTEMS ARE NOT HIGHLIGHTED, PLEASE
 HIGHLIGHT SUB-SYSTEM TO BE INSTALLED, LOW PRESSURES FOR
 ALL SUB-SYSTEMS WILL REQUIRE ENHANCED FASTENING IN
 ZONES 2 & 3 WILL REQUIRE RAS 117 CALCULATIONS. TABLE
 1609.2.1.(2) .
  
 18) 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
  
 19) ) 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.
  
 20) 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 .
  
 21-22) WAS FOR SSTORM SHUTTERS ONLY, NOT TO BE USED.
  
 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.
  
 23)THIS ROOF IS MISSING OR NOT IN COMPLIANCE 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 LOW PRESSURE FOR ZONE
 _2&3__ .
  
  
 _XXX__ NOT KNOWN- THE SYSTEM PROVIDED STATES
 LIMITATION# 7, SHOULD THE FASTENER RESISTANCE BE LESS
 THAN THAT REQUIRED, AS DETERMINED BY THE BUILDING
 OFFICIAL, A REVISED FASTENER SPACING, PREPARED , SIGNED
 AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL
 ENGINEER, REGISTERED ARCHITECT OR REGISTERED ROOF
 CONSULTANT MAY BE SUBMITTED.
  
 __XXX_ NOT KNOWN- THE SYSTEM PROVIDED INDICATES
 LIMITATION# 9, NO ENHANCED
 FASTENING ALLOWED.
  
 23) SHEET 8 HAS PENCIL DRAWN BRACING DRAWN IN ON THE
 PARAPET: 61G15.15-23.002 ENGINEERS MAKING CHANGES IN
 PLANS SHALL SIGN AND DATE CHANGES, NOT IN PENCIL!!!!
  
 24-27 COMPLIED.
  
 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.
  
 29) NEW COMMENT, SHEET SHEET# 4 INDICATES THE USE OF
 METAL STUDS FOR THE EXTENSION OF THE FRONT ENTRY
 PARAPET. NOTE THE USE OF 22 GAUGE METAL STUDS IS FOR
 NONBEARING INTERIOR USE FOR DRYWALL ONLY. 20 GAUGE
 STRUCTURAL AND OR 18 GAUGE STEEL STUDS AND TRACK WILL
 BE REQUIRED, TABLE 2508.1 ASTM C 1007 L.
  
 BUILDING PLAN REVIEW II
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-07-16 Cont ID  
Sent By jwitmer Date 2007-07-16 Time 11:04 Rev Time 2.77
Received By jwitmer Date 2007-07-16 Time 11:04 Sent To  
Notes
2007-07-16 11:07:12435 NORTHWOOD RD, LOT 28 07050947
  
 BUILDING PLAN REVIEW
 PERMIT: 07050947
 ADD: 435 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) IT APPEARS THERE ARE TWO PERMIT APPLICATIONS ( 433
 NORTHWOOD-07050950 &
 435 NORTHWOOD-07050947)AND ONLY ONE SET OF PLANS WITH
 BOTH PROPERTIES WITHIN THE SAME SET OF PLANS. THERE ARE
 TWO SITE PLANS FOR LOT 29 (433 NORTHWOOD) BUT NO SITE
 PLAN FOR LOT 28 (435 NORTHWOOD RD)? PLEASE PROVIDE A
 SITE PLAN FOR LOT 28.
  
 4)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
  
 5) 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.
  
 6) 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.
  
 7) SHEET 4 INDICATES TWO SEPARATE UNITS LOT 28 & 29,
 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.
  
 8)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)IF THE OWNER ELECTS TO COMBINE THE TWO LOTS INTO
 ONE WITH A UNITY OF TITLE THE FIRE WALL WILL NOT BE
 REQUIRED, BUT HIS WOULD BECOME A STIPULATION THAT WOULD
 OCCUR ON THE PROPERTY CONTROL NUMBER, THAT THERE COULD
 NOT BE A LOT SPLIT WITHOUT THE REQUIRED FIRE RATINGS
 FOR A FIRE WALL IN PLACE ALREADY! SEE (4G).
  
 10) SHEET 4 NEW HANDICAPPED RESTROOM, PLEASE PROVIDE
 THE CLEAR FLOOR SPACE FOR FIXTURES ON THE PLANS, IT
 APPEARS THE DOORS MAY SWING INTO THE REQUIRED CLEAR
 FLOOR SPACE. 11-4.22.2 DOORS. ALL DOORS TO ACCESSIBLE
 TOILET ROOMS SHALL COMPLY WITH 11-4.13. DOORS SHALL NOT
 SWING INTO CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE.
  
 11) IT APPEARS THAT BUILDING 433 NORTHWOOD IS MISSING A
 COLUMN LINE CENTER OF THE BUILDING.106.1.2.
  
 12) SHEET 7 DETAIL# 1 AND SHEET 8 DETAIL# 2 BOTH
 INDICATE WALL SECTION WITHA 4? FROM GRADE TO FINISH
 FLOOR, PLEASE INDICATE AN ACCESSIBLE ENTRANCE FROM THE
 STREET AS WELL AS FROM THE HANDICAPPED PARKING BEHIND
 THE BUILDING.
 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.
  
 14) DISCREPANCY, PLEASE SEE SHEET# 6DETAIL1 SHEET7 IS
 REVERSED WITH DETAIL1 SHEET 8. PLEASE PROVIDE A
 CONNECTION DETAIL OF THE NEW 5 ??X 16? LVL BEAM AT BOTH
 ENDS.
 106.1.2 ADDITIONAL INFORMATION REQUIRED.
  
 15)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.
  
 16) SHEET# 8 PLEASE PROVIDE WHERE THE PROPERTY LINE IS
 LOCATED?3202.1.1 STRUCTURAL SUPPORT.
 A PART OF A BUILDING ERECTED BELOW GRADE THAT IS
 NECESSARY FOR STRUCTURAL SUPPORT OF THE BUILDING OR
 STRUCTURE SHALL NOT PROJECT BEYOND THE LOT LINES,
 EXCEPT THAT THE FOOTINGS OF STREET WALLS OR THEIR
 SUPPORTS WHICH ARE LOCATED AT LEAST 8 FEET (2438 MM)
 BELOW GRADE SHALL NOT PROJECT MORE THAN 12 INCHES (305
 MM) BEYOND THE STREET LOT LINE.
  
 17) 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 (PAIR)
 D) MULLIONS
 E) TRUSS ANCHOR STRAPS AND CONNECTIONS
 F) STORM SHUTTERS
 G) PRE-ENGINEEREDA/C STANDS
 H) ROOFING ASSEMBLIES
  
 18) 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
  
 19) ) 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.
  
 20) 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 .
  
 21)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.
  
 22) 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.
  
 23)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.
  
 23) SHEET 8 HAS PENCIL DRAWN BRACING DRAWN IN ON THE
 PARAPET: 61G15.15-23.002 ENGINEERS MAKING CHANGES IN
 PLANS SHALL SIGN AND DATE CHANGES, NOT IN PENCIL!!!!
  
 24) SHEET 8 BRACING NO INFORMATION AS TO MATERIAL SIZE
 OR CONFIGURATION OF STOCK.
  
 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 5 Status P Date 2009-07-23 Cont ID  
Sent By dpalmer Date 2009-07-23 Time 13:06 Rev Time 0.00
Received By dpalmer Date 2009-07-23 Time 13:06 Sent To  
Notes
2009-07-23 13:06:24REDLINED PLANS AS METHOD *C* WAS STILL BEING SHOWN ON
 PLANS EVEN THOUGH METHOD B WAS SUBMITTEDD IN
 CALCULATIONS.
Review Stop E ELECTRICAL
Rev No 4 Status F Date 2009-07-16 Cont ID  
Sent By dpalmer Date 2009-07-16 Time 15:03 Rev Time 0.00
Received By dpalmer Date 2009-07-16 Time 15:03 Sent To  
Notes
2009-07-16 15:03:20** DENIED RESUB/TEMP. **
  
 1) NOTE: SEE COMMENTS FROM BUILDING REVIEW WITH RESPECT
 TO THE DESIGN PROFESSIONAL WHO MUST TAKE RESPONSIBILITY
 FOR CALCULATIONS. PLEASE SEE FBC 13-103.1.1.1
 COMMERCIAL APPLICATIONS. COMPLETION OF PROCEDURES
 DEMONSTRATING COMPLIANCE WITH THIS CODE FOR COMMERCIAL
 BUILDINGS SHALL BE SIGNED AND SEALED BY AN ARCHITECT OR
 ENGINEER LICENSED TO PRACTICE IN THE STATE OF FLORIDA,
 WITH THE EXCEPTION OF BUILDINGS EXCLUDED BY SECTION
 481.229, FLORIDA STATUTES, OR SECTION 471.003, FLORIDA
 STATUTES . CALCULATIONS FOR BUILDINGS FALLING WITHIN
 THE EXCEPTION OF SECTION 471.003, FLORIDA STATUTES, MAY
 BE PERFORMED BY AIR CONDITIONING OR MECHANICAL
 CONTRACTORS LICENSED IN ACCORDANCE WITH CHAPTER 489,
 FLORIDA STATUTES , OR BY STATE OF FLORIDA CERTIFIED
 COMMERCIAL BUILDING ENERGY RATERS.
  
 DESIGN PROFESSIONALS RESPONSIBLE UNDER FLORIDA LAW FOR
 THE DESIGN OF LIGHTING, ELECTRICAL, MECHANICAL, AND
 PLUMBING SYSTEMS AND THE BUILDING SHELL, SHALL CERTIFY
 COMPLIANCE OF THOSE BUILDING SYSTEMS WITH THE CODE BY
 SIGNING AND PROVIDING THEIR PROFESSIONAL REGISTRATION
 NUMBER ON THE ENERGY CODE FORM PROVIDED AS PART OF THE
 PLANS AND SPECIFICATIONS TO THE BUILDING DEPARTMENT.
  
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANNER 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 3 Status F Date 2009-02-02 Cont ID  
Sent By dpalmer Date 2009-02-02 Time 14:09 Rev Time 0.00
Received By dpalmer Date 2009-02-02 Time 14:09 Sent To  
Notes
2009-02-02 14:09:56** DENIED **
  
  
 1) NOTE: PLEASE SEE 13-415.2, 13-415.2.ABC.1.1, .1.2,
 13-400.3.B, 13-400.2.A.2,
 PLANS SHOW METHOD *C* FROM TABLE, YET SEPARATE METHOD
 *B* ARE ALSO SUBMITTED.
 PLEASE SEE 13-415.2.ABC.1 WHICH DOES NOT PERMIT
 DIFFERENT METHODS. PLEASE SEE COMMENTS FROM OTHER
 TRADES WITH RESPECT TO ITEMS SHOWN ON THE IDR WHICH MAY
 OR MAY NOT BE PART OF THE PLANS. IS THE CEILING GOING
 TO BE INSTALLED? IF NOT WHAT FIXTURES ARE GOING TO BE
 INSTALLED ON WHAT TYPE OF CEILING?
 PLEASE BE SURE TO PLACE SPECIFIC FIXTURE INFORMATION.
 STATING A FIXTURE WITH 2-32W BULBS DOES NOT GIVEN
 INFORMATION ON EFFICIENCY RATING OF BALLAST WHICH IS
 WHAT NEEDS TO BE USED FOR THE ACTUAL WATTAGE IN
 CALCULATIONS. THE VA TO BE USED ON ALL CALCULATIONS ARE
 BASED ON FIXTURE RATING NOT BULB WATTAGES. THIS IS ALSO
 FOR EXTERIOR LIGHTING FIXTURES. PLEASE SEE
 13-415.2.ABC.1.1 AS NOTED ABOVE FOR ACTUAL VA RATINGS
 TO BE USED DEPENDING ON THE TYPE OF
 FIXTURES.13-415.2.ABC.1.3 (EXTERIOR)
  
 2) NOTE: FEE BALANCE FOR EXTENDING PERMIT AND RESUB
 FEES WERE NOT PAID. BALANCE OF FEES IS DUE AT THIS
 TIME. PLANS WILL BE PLACED ON HOLD.
  
  
 ** 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 MANNER 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 2 Status F Date 2008-06-10 Cont ID  
Sent By dpalmer Date 2008-06-10 Time 12:23 Rev Time 0.00
Received By dpalmer Date 2008-06-10 Time 12:23 Sent To PC
Notes
2008-06-10 12:23:52** DENIED**
  
 1) NOTE: PLEASE PROVIDE ELEVATION DRAWING FOR
 ELECTRICAL SERVICE DROP AND RISER.
 PLEASE SEE THE ELECTRICAL PLANS SHOW THE SERVICE AT THE
 REAR OF BUILDING YET THE SHEET 1 SHOWS AN ELECTRICAL
 SERVICE OVER HEAD DROP TO THE SIDE OF THIS BUILDING.
 PLEASE KNOW THAT IF THIS EXISTING OVER HEAD SERVICE
 DROP CROSSES OVERTHIS BUILDING TO FEED ANOTHER OR IF
 THIS SERVICE DROP AS SHOWN GOES OVER ANY ROOF OR
 PARKING LOT AREAS THE MINIMUM CLEARANCES PER 230.24
  
 2) NOTE: PLEASE PROVIDE ENERGY CALCULATIONS PER
 13-400.0, 13-101.1, .1.1,.1.2,.1.3 AND .1.4.
  
 3) NOTE: PLEASE VERIFY NOTE ONSHEET #1 WHICH MENTIONS
 NO ELECTRICAL OR PLUMBING IN SCOPE OF WORK BASED ON
 PLANS SUBMITTED THERE IS CLEARLY SHOW ELECTRICAL.
 PLEASE SEE NOTES WITH RESPECT TO MINIMUM TOILET ROOM
 FACILITIES AS THESE WILL AFFECT ELECTRICAL PLANS FOR
 LIGHTING, LAYOUTS ETC.
  
 4) NOTE: PLEASE SEE 13-415.1.ABC.1.2 FOR SPACE CONTROLS
 AS REQUIRED PER NOTE #3 ABOVE.
  
 5) NOTE: PLEASE SEE MISSING LIGHTING CONTROLS PER
 13-415.1.ABC.1.4.
  
 ** IT IS IMPORTANT TO UNDERSTAND AS THERE ARE ITEMS NOT
 IN DESIGN YET AT THIS TIME OR SHOWN ON PLANS, NEW
 COMMENTS MAY BE GENERATE WHICH CAN NOT POSSIBLY BE MADE
 AT THIS TIME. REVIEWS ARE DONE BASED ON PLANS
 SUBMITTED.
  
  
  
 ** 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.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR REVIEW. IF
 THERE ARE ANY QUESTIONS OR COMMENTS PLEASE DO NOT
 HESITATE IN CONTACTING THIS OFFICE.
  
 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 2007-06-23 Cont ID  
Sent By dpalmer Date 2007-06-23 Time 19:33 Rev Time 0.00
Received By dpalmer Date 2007-06-23 Time 19:33 Sent To  
Notes
2007-06-23 19:33:30*** 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 4 Status P Date 2009-08-03 Cont ID  
Sent By mawillia Date 2009-08-03 Time 11:27 Rev Time 0.00
Received By mawillia Date 2009-08-03 Time 11:14 Sent To B
Notes
2009-08-03 11:24:46*****APPROVED*****
  
 PLAN SHEETS 2, 3, 4, AND 6 WERE STAMPED, INITIALED, AND
 DATED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2009-02-17 Cont ID  
Sent By mwennerg Date 2009-02-17 Time 14:02 Rev Time 0.00
Received By mwennerg Date 2009-02-17 Time 14:02 Sent To  
Notes
2009-02-17 14:04:33COMMENTS HAVE BEEN ADDRESSED. PLANS WILL BE STAMPED
 WHEN RETURNED WITH OTHER REVIEW CORRECTIONS.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2008-06-04 Cont ID  
Sent By mwennerg Date 2008-06-04 Time 10:51 Rev Time 0.00
Received By mwennerg Date 2008-06-04 Time 10:51 Sent To  
Notes
2008-06-04 10:59:22***DENIED***
  
 ALL COMMENTS FROM PREVIOUS FIRE REVIEW HAVE NOT BEEN
 ADDRESSED. A RESPONSE LETTER IS NOT REQUIRED, BUT WOULD
 BE HELPFUL PARTICULARLY WITH COMMENTS THAT REQUIRE
 ACKNOWLEDGMENT.
  
 1) OK
  
 2) OK
  
 3) OK
  
 4) OK
  
 5) OK
  
 6) OK
  
 7) OK
  
 8) ONLY (6) SHEETS SUBMITED. LAST REVIEW REFERENCES (8)
 SHEETS.
  
 9) OK ON SHEET 3
  
 10) SAME ADDRESS IS ILLUSTRATED ON REAR ELEVATION. IS
 THAT CORRECT?
  
 11) OK
  
 12) OK EXCEPT FOR FIRE EXTINGUISHER LOCATION
  
 13) OK
  
  
 MIKE WENNERGREN, ASSISTANT FIRE MARSHAL
 FIRE PLAN REVIEW
 FIRE PREVENTION (561) 804-4756
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2007-07-16 Cont ID  
Sent By mawillia Date 2007-07-16 Time 16:00 Rev Time 0.00
Received By mawillia Date 2007-07-16 Time 15:51 Sent To  
Notes
2007-07-16 16:00:32*****DENIED*****
 PLEASE BE ADVISED THAT NO PLANS WERE SUBMITTED;
 HOWEVER THE FOLLOWING COMMENTS WERE TAKEN BASED UPON
 433 NORTHWOOD ROAD
  
 01.NO COMPASS DETAIL NOTED ON THE SUBMITTED PLAN
 SHEETS.
  
 02.ONE OF THE SUBMITTED SITE PLAN SHEET HAS 433
 NORTHWOOD ROAD AS THE ADDRESS IN THE TITLE BLOCK.
  
 03.PLEASE INDICATE WHAT THE EXISTING OCCUPANCY IS AND
 WHAT THE NEW OCCUPANCY WILL BE.
  
 04.NFPA 101 - 2003 EDITION SHALL BE REFERENCED.
  
 05.STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR
 DEMOLITION OPERATIONS SHALL COMPLY WITH NFPA 241.
  
 06.CONSTRUCTION/DEMOLITION OPERATIONS SHALL NOT
 INTERFERE OF HINDER EMERGENCY RESPONSE ACCESS TO THE
 SAID PROPERTY OR THE VICINITY THEREOF (INCLUDING
 STREETS, ALLEYS, FIRE LANES.
  
 07.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.
  
 08.PLAN SHEETS 1(OF 8) THRU 8 (OF 8) CONTAIN BOTH 433
 AND 435 AS NUMERICAL ADDRESSES IN THE TITLE BLOCK.
 PLEASE EXPLAIN
  
 09.ON SHEET 1(OF 8), 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.
  
 10.ON SHEET 2(OF 8), 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.
  
 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 6 Status N Date 2009-11-16 Cont ID  
Sent By shill Date 2009-11-16 Time 10:32 Rev Time 0.00
Received By shill Date 2009-11-16 Time 10:32 Sent To  
Notes
2009-11-16 10:32:37C1
  
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2009-07-01 Cont ID  
Sent By kstevens Date 2009-07-01 Time 09:48 Rev Time 0.00
Received By kstevens Date 2009-07-01 Time 09:48 Sent To  
Notes
2009-07-01 09:57:24C-3
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2009-01-23 Cont ID  
Sent By adarroug Date 2009-01-23 Time 13:03 Rev Time 0.00
Received By adarroug Date 2009-01-23 Time 13:03 Sent To  
Notes
2009-02-12 08:38:542/11/09--PLANS SUBMITTED BACK IN REVIEW AND ROUTED TO
 "COMM' BD#49--SEE FRONT SCREEN NOTES
2009-01-23 13:03:53TO "COMM" BD#20
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2008-06-02 Cont ID  
Sent By rbrown Date 2008-01-08 Time 18:58 Rev Time 0.00
Received By rbrown Date 2008-01-08 Time 18:58 Sent To  
Notes
2008-06-02 19:00:57BACK DATED ENTRY TO 1/8/08 BECAUSE:
  
 ON 6/2/08 IT APPEARED THAT THIS PERMIT APPLICATION #
 07050947 HAD NO PLAN REVIEW ACTIVITY BETWEEN 7/16/07
 AND 5/14/08 WHICH IS WHEN WE TOOK IN THE RESUBMITTED
 PLANS.WHEN I CALLED THE CONTRACTOR TO ADVISE HIM OF
 THIS HE ADMITTED THAT THERE WAS A "MIX-UP" ON HIS PART
 WHEN HE SUBMITTED PLANS FOR HIS OTHER PROJECT AT 433
 NORTHWOOD RD (PERMIT APPLICATION # 07050950) ON 1/8/08
 AND INCLUDED PLANS FOR BOTH PROJECTS.JIM'S PLAN
 REVIEW COMMENT # 3, DEWEY'S COMMENT # 1, MIKE WILLIAMS'
 COMMENT # 8, AND LILI'S ADDRESSING COMMENT, ON PERMIT
 APPLICATION # 07050950, ALL CONFIRM THIS.THIS APPEARS
 TO BE A MISTAKE ON THE CONTRACTOR'S PART RATHER THAN
 TRUE INACTIVITY ON THE PERMIT APPLICATION.I AM HEREBY
 CONFIRMING THAT PERMIT APPLICATION 07050947 SHOULD NOT
 BE PLACED IN EXPIRED STATUS.ROBERT BROWN.
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2008-05-15 Cont ID  
Sent By adarroug Date 2008-05-15 Time 09:05 Rev Time 0.00
Received By adarroug Date 2008-05-15 Time 09:05 Sent To  
Notes
2008-05-15 09:10:38TO "COMM" BD#30
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2007-07-16 Cont ID  
Sent By mawillia Date 2007-07-16 Time 15:51 Rev Time 0.00
Received By mawillia Date 2007-05-24 Time 16:22 Sent To  
Notes
2007-06-24 12:15:35TO "COMM" BD#20
2007-05-24 16:22:30WAITING FOR "COMM" BD
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2009-09-15 Cont ID  
Sent By jwitmer Date 2009-09-15 Time 15:21 Rev Time 0.00
Received By jwitmer Date 2009-09-15 Time 15:21 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2009-08-06 Cont ID  
Sent By shill Date 2009-08-06 Time 14:32 Rev Time 0.00
Received By shill Date 2009-08-06 Time 14:32 Sent To  
Notes
2009-08-06 14:32:56NEEDS IMPACT FEES
 561-233-5025
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2009-07-23 Cont ID  
Sent By jwitmer Date 2009-07-23 Time 13:42 Rev Time 0.05
Received By jwitmer Date 2009-07-23 Time 13:41 Sent To  
Notes
2009-07-23 13:42:26ENERGY CALCULATIONS RESUBMITTED WITH ENGINEERS SEAL AND
 SIGNATURE.
Review Stop M MECHANICAL (A/C)
Rev No 4 Status F Date 2009-07-20 Cont ID  
Sent By rregueir Date 2009-07-20 Time 16:43 Rev Time 0.00
Received By rregueir Date 2009-07-20 Time 16:39 Sent To  
Notes
2009-07-20 16:43:36ENERGY CODE COMPLIANCE FORM SHALL BE CERTIFIED BY AN
 ARCHITECT OR AN ENGINEER IN ACCORDANCE WITH FBC-B
 13-103.1.1. COMPLIANCE FORM IS NOT ELIGIBLE FOR THE
 CONTRACTOR EXCEPTION UNDER FS 471.003 UNLESS THE FORMS
 ARE PREPARED BY THE INSTALLING CONTRACTOR. AT THIS TIME
 THERE IS NO MECHANICAL PERMIT APPLIED FOR AND NO
 MECHANICAL SCOPE OF WORK PROPOSED.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
 RONALD J. REGUEIRO
 561.805.6719
 [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2009-03-25 Cont ID  
Sent By rregueir Date 2009-03-25 Time 20:32 Rev Time 0.00
Received By rregueir Date 2009-03-25 Time 20:31 Sent To PC
Notes
2009-03-25 20:32:35REVIEWED FOR COMPLIANCE AS SHELL SPACE. SEPARATE
 MECHANICAL PLANS AND PERMITS REQUIRED FOR ANY
 MECHANICAL WORK IN THE PROPOSED SPACE.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
 RONALD J. REGUEIRO
 561.805.6719
 [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2008-06-03 Cont ID  
Sent By rregueir Date 2008-06-03 Time 14:03 Rev Time 0.00
Received By rregueir Date 2008-06-02 Time 13:37 Sent To  
Notes
2008-06-02 13:51:38REVIEW #: 2ND
 ACTION: DENIED
  
 FBC 2004 CODE FAMILY W/ 2005 AND 2006 SUPPLEMENTS
 FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH
  
 PREVIOUS REVIEW COMMENTS 1 AND 2 HAVE NOT BEEN
 ADDRESSED. PLEASE ADDRESS ALL OUTSTANDING REVIEW
 COMMENTS PRIOR TO RESUBMITTING PLANS. PREVIOUS REVIEW
 COMMENTS ARE ATTACHED FOR YOUR CONVENIENCE.
  
 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 16:10 Rev Time 0.00
Received By rregueir Date 2007-07-10 Time 11:10 Sent To  
Notes
2007-07-10 16:10:04-----------------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 4 Status N Date 2009-07-23 Cont ID  
Sent By kstevens Date 2009-07-23 Time 15:06 Rev Time 0.00
Received By kstevens Date 2009-07-23 Time 15:06 Sent To  
Notes
2009-07-23 15:07:55THIS PERMIT IS FOR SHELL ONLY. -- THE ROOF WILL BE
 DRAINED BY THE GUTTER AND DOWNSPOUT ON THE BACK END OF
 THE NEW CONSTRUCTION. -- SEPARATE PERMIT REQUIRED FOR
 TENANT BUILDOUT.
Review Stop P PLUMBING
Rev No 3 Status F Date 2009-07-14 Cont ID  
Sent By kstevens Date 2009-07-14 Time 13:29 Rev Time 0.00
Received By kstevens Date 2009-07-14 Time 13:29 Sent To  
Notes
2009-07-14 13:33:46DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 BUILDING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 ****FROM PREVIOUS REVIEW:
  
 1. OK
  
 2. PER TABLES 1004.1.2 (BLDG) AND 403.1 (PLMG) A WATER
 CLOSET, LAV AND DRINKING FOUNTAIN ARE REQUIRED FOR
 MINIMUM FACILITIES IN THE BUSINESS OCCUPANCY. PLEASE
 SHOW THE REQUIRED FIXTURES.
 ****NO RESPONSE, COMMENT NOT ADDRESSED.
  
 3. SUBMIT A DETAIL FOR THE TOILET ROOM FIXTURES AS
 REQUIRED IN SECTIONS 11-4.16, 11-4.19 & 11-4.22 WITH
 ALL SUBSECTIONS.
 ****NO RESPONSE, COMMENT NOT ADDRESSED.
  
 4. SUBMIT A DETAIL FOR THE DRINKING FOUNTAIN AS
 REQUIRED IN SECTION 11-4.15 WITH ALL SUBSECTIONS AS
 WELL AS SECTION 11-4.1.3(10)(A) PROVISIONS FOR THOSE
 WHO HAVE DIFFICULTY BENDING OR STOOPING.
 ****NO RESPONSE, COMMENT NOT ADDRESSED.
  
 5. SUBMIT A SANITARY ISOMETRIC RISER DIAGRAM. SHOW ALL
 PIPE SIZES, TRAPS, VENTS ETC. SECTION
 106.3.5.1.3(1)(4)(6)(13).
 ****NO RESPONSE, COMMENT NOT ADDRESSED.
  
 6. SUBMIT A WATER ISOMETRIC RISER DIAGRAM. SHOW ALL
 PIPE SIZES, VALVES, AND IF REQUIRED BY SECTION 604.9
 ALL WATER HAMMER ARRESTORS LOCATED AS REQUIRED IN
 PDI-WH 201. SECTION 106.3.5.1.3(1)(3)(10)(13).
 ****NO RESPONSE, COMMENT NOT ADDRESSED.
  
 7. AN RPZV BACKFLOW IS REQUIRED ON THE WATER SERVICE OF
 THE BUILDING. PLEASE INDICATE ON THE PLANS OR WATER
 RISER DIAGRAM. IF EXISTING PLEASE INDICATE ON PLANS OR
 RISER DIAGRAM. SECTION 106.3.5.1.2(8).
 ****NO RESPONSE, COMMENT NOT ADDRESSED.
  
 8. SUBMIT INFORMATION ON THE ROOF DRAINAGE. SUBMIT
 CALCULATION FOR PRIMARY AND SECONDARY ROOF DRAINAGE PER
 SECTIONS 1106 & 1107 WITH ALL SUBSECTIONS AND TABLES.
 IF ROOF DRAINS ARE USED, SUBMIT ISOMETRIC RISER
 DIAGRAMS FOR THE RAIN WATER LEADERS. IF SCUPPERS ARE
 USED, THEN SUBMIT DETAILS FOR THE SCUPPERS INDICATING
 THE SIZE OF THE SCUPPERS. IF GUTTER & DOWNSPOUTS ARE
 USED, INDICATE THE SIZE OF THE GUTTERS AND DOWNSPOUTS.
 IF EMERGENCY OVERFLOW SCUPPERS ARE USED, SUBMIT A
 DETAIL FOR THE OVERFLOW SCUPPERS SHOWING SIZE, (LENGHT,
 WIDTH, HEIGHT), LOCATION AND SHOW COMPLIANCE WITH
 SECTION 1503.4.3. SECTION 106.3.5.1.3(7)(13).
 ****NO RESPONSE, COMMENT NOT ADDRESSED.
  
 9. SUBMIT A ROOF DETAIL FOR THE NEW ADDITION. SHOW THE
 LOCATION OF ALL ROOF DRAINS, PRIMARY AND SECONDARY.
 INDICATE THE ELEVATION OF THE ROOF AND THE ELEVATION OF
 THE PARAPETS. SECTION 106.1.2.
 ****NO RESPONSE, COMMENT NOT ADDRESSED.
  
 10. PLANS ARE NOT 100% AT THIS TIME AND MORE COMMENTS
 MAY BE FORTHCOMING WHEN ALL REQUIRED INFORMATION IS
 SUBMITTED.
  
 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. REMOVE
 ALL VOID SHEETS FROM ALL PLANS AND PLACE
 ONE SET OF THEM LOOSELY ON TOP OF THE
 COLLATED PLANS TO BE REVIEWED.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 2 Status F Date 2008-06-02 Cont ID  
Sent By kstevens Date 2008-06-02 Time 11:23 Rev Time 0.00
Received By kstevens Date 2008-06-02 Time 11:23 Sent To  
Notes
2008-06-02 11:54:42DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 BUILDING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 1. SHTS 1 THRU 5 THE PRINTED NAME OF THE PERSON SEALING
 THE DOCUMENT SHALL BE INDICATED ON EACH SHEET. -- ALSO
 THE ADDRESS INDICATED ON EACH SHEET DOES NOT REFLECT
 THE ADDRESS OF RECORD ON THE STATE OF FLORIDA DPBR
 WEBSITE. (SEE ATTACHED SHEET). PLEASE HAVE THE WEBSITE
 OR TITLE BLOCKS UPDATED SO THEY REFLECT. FAC
 61G15-23.002(2) & FS 471.025.
  
 2. PER TABLES 1004.1.2 (BLDG) AND 403.1 (PLMG) A WATER
 CLOSET, LAV AND DRINKING FOUNTAIN ARE REQUIRED FOR
 MINIMUM FACILITIES IN THE BUSINESS OCCUPANCY. PLEASE
 SHOW THE REQUIRED FIXTURES.
  
 3. SUBMIT A DETAIL FOR THE TOILET ROOM FIXTURES AS
 REQUIRED IN SECTIONS 11-4.16, 11-4.19 & 11-4.22 WITH
 ALL SUBSECTIONS.
  
 4. SUBMIT A DETAIL FOR THE DRINKING FOUNTAIN AS
 REQUIRED IN SECTION 11-4.15 WITH ALL SUBSECTIONS AS
 WELL AS SECTION 11-4.1.3(10)(A) PROVISIONS FOR THOSE
 WHO HAVE DIFFICULTY BENDING OR STOOPING.
  
 5. SUBMIT A SANITARY ISOMETRIC RISER DIAGRAM. SHOW ALL
 PIPE SIZES, TRAPS, VENTS ETC. SECTION
 106.3.5.1.3(1)(4)(6)(13).
  
 6. SUBMIT A WATER ISOMETRIC RISER DIAGRAM. SHOW ALL
 PIPE SIZES, VALVES, AND IF REQUIRED BY SECTION 604.9
 ALL WATER HAMMER ARRESTORS LOCATED AS REQUIRED IN
 PDI-WH 201. SECTION 106.3.5.1.3(1)(3)(10)(13).
  
 7. AN RPZV BACKFLOW IS REQUIRED ON THE WATER SERVICE OF
 THE BUILDING. PLEASE INDICATE ON THE PLANS OR WATER
 RISER DIAGRAM. IF EXISTING PLEASE INDICATE ON PLANS OR
 RISER DIAGRAM. SECTION 106.3.5.1.2(8).
  
 8. SUBMIT INFORMATION ON THE ROOF DRAINAGE. SUBMIT
 CALCULATION FOR PRIMARY AND SECONDARY ROOF DRAINAGE PER
 SECTIONS 1106 & 1107 WITH ALL SUBSECTIONS AND TABLES.
 IF ROOF DRAINS ARE USED, SUBMIT ISOMETRIC RISER
 DIAGRAMS FOR THE RAIN WATER LEADERS. IF SCUPPERS ARE
 USED, THEN SUBMIT DETAILS FOR THE SCUPPERS INDICATING
 THE SIZE OF THE SCUPPERS. IF GUTTER & DOWNSPOUTS ARE
 USED, INDICATE THE SIZE OF THE GUTTERS AND DOWNSPOUTS.
 IF EMERGENCY OVERFLOW SCUPPERS ARE USED, SUBMIT A
 DETAIL FOR THE OVERFLOW SCUPPERS SHOWING SIZE, (LENGHT,
 WIDTH, HEIGHT), LOCATION AND SHOW COMPLIANCE WITH
 SECTION 1503.4.3. SECTION 106.3.5.1.3(7)(13).
  
 9. SUBMIT A ROOF DETAIL FOR THE NEW ADDITION. SHOW THE
 LOCATION OF ALL ROOF DRAINS, PRIMARY AND SECONDARY.
 INDICATE THE ELEVATION OF THE ROOF AND THE ELEVATION OF
 THE PARAPETS. SECTION 106.1.2.
  
 10. PLANS ARE NOT 100% AT THIS TIME AND MORE COMMENTS
 MAY BE FORTHCOMING WHEN ALL REQUIRED INFORMATION IS
 SUBMITTED.
  
 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. REMOVE
 ALL VOID SHEETS FROM ALL PLANS AND PLACE
 ONE SET OF THEM LOOSELY ON TOP OF THE
 COLLATED PLANS TO BE REVIEWED.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 1 Status F Date 2007-07-12 Cont ID  
Sent By kstevens Date 2007-07-12 Time 08:30 Rev Time 0.00
Received By kstevens Date 2007-07-11 Time 19:01 Sent To  
Notes
2007-07-12 08:46:21DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 CHAPTER 1
  
 1. CONSTRUCTION DOCUMENTS SHALL BE SUBMITTED IN TWO OR
 MORE SETS WITH EACH APPLICATION FOR PERMIT. NO PLANS
 WERE SUBMITTED FOR THIS ADDRESS. SECTION 106.1.1
  
 2. THE MINIMUM INFORMATION REQUIRE ON A SET OF PLANS
 FOLLOWS:
 A. CODE REFERENCE (FBC-2004 PLUMBING W/2006
 AMENDMENTS ETC.).
 B. OCCUPANCY (INDICATE IF CHANGE OF OCCUPANCY)
 C. REQUIRED FIXTURES PER TABLE 403.1.
 D. SANITARY, WATER, STORM, GAS RISER DIAGRAMS AS
 APPROPRIATE PER SECTION 106.3.5.1.3
 E. WATER DISTRIBUTION SYSTEM SIZING CRITERIA &
 CALCULATIONS
 F. SITE PLAN SHOWING ROUTING OF SANTIARY, STORM &
 WATER SERVICE
 G. COMPLETE DIMENSIONS FOR BATHROOMS, LOCATION OF
 FIXTURES AND WALL & FLOOR SURFACE MATERIALS
 H. BACKFLOW PREVENTOR LOCATION
 I. DRAINAGE SYSTEM PIPING PLAN SHOWING THE LAYOUT OF
 ALL PIPING & ASSOCIATED CLEANOUTS
 J. COMPLETE DETAILS OF THE WATER HEATER SHOWING
 PRESSURE RELIEF VALVE DISCHARGE & THERMAL EXPANSION
 CONTROL
 K. COMPLETE DETAILS OF THE METHOD OF DRAINING STORM
 WATER FROM THE ROOF INCLUDING CALCULATIONS TO VERIFY
 DRAIN, PIPE, SCUPPER, GUTTER AND/OR DOWNSPOUT SIZE FOR
 PRIMARY AND SECONDARY ROOF DRAINS. SECTION
 106.3.5.1.3.
  
 3. MORE COMMENTS MAY BE FORTHCOMING AFTER THE PLANS ARE
 SUBMITTED FOR REVIEW.
  
 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 17:09 Rev Time 0.00
Received By dfulcher Date 2008-12-30 Time 17:08 Sent To  
Notes
2008-12-30 17:09:38APP EXTENDED TO 3/10/09 DRF
Review Stop Z ZONING
Rev No 4 Status P Date 2009-11-19 Cont ID  
Sent By kdfreema Date 2009-11-19 Time 08:19 Rev Time 0.00
Received By kdfreema Date 2009-11-19 Time 08:19 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2009-02-06 Cont ID  
Sent By kdfreema Date 2009-02-06 Time 08:43 Rev Time 0.00
Received By kdfreema Date 2009-02-06 Time 08:43 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 2008-05-23 Cont ID  
Sent By bpowell Date 2008-05-23 Time 12:19 Rev Time 0.00
Received By bpowell Date 2008-05-23 Time 12:19 Sent To  
Notes
2008-05-23 14:31:201. PLEASE PROVIDE A WINDOW AND DOOR DETAIL INDICATING A
 MINIMUM RECESS OF 2 INCHES.
  
 2. PLEASE SHOW THE LOCATION AND SCREENING OFANY
 MECHANICAL EQUIPMENT.
  
 3. PARKING AND STRIPING DETAIL SHALL INDICATE THAT THE
 PARKING WILL BE DOUBLE STRIPPED WITH 4 INCH LINES AND 6
 INCHES BETWEEN BOTH LINES, PLEASE SEE THE PROVIDED
 DETAIL (ATTACHED).
  
 4. 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 CRA THERE WILL BE A TRASH COMPACTOR
 PROGRAM, PLEASE PROVIDE A MAP SHOWING THE LOCATION OF
 THE PROPOSED COMPACTOR.)
  
  
 IF YOU HAVE ANY QUESTIONS OR COMMENTS PLEASE CONTACT;
 BOBBY POWELL JR., PLANNER, 822-1449, [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 12:03 Rev Time 0.00
Received By bpowell Date 2007-07-09 Time 11:55 Sent To  
Notes
2007-07-09 14:09:091. 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. INFORMATION SHALL BE PROVIDED REGARDING THE ADJACENT
 BUILDINGS.IF THE ADJACENT BUILDINGS HAVE WINDOWS ON
 THE SIDE, THE PROPOSED ADDITION SHALL BE SETBACK TO
 PROVIDE AT LEAST 10 FEET OF BUILDINING SEPARATION
  
 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.THE EXISTING BUILDING ELEVATION ONLY SHOWS ONE DOOR
 IN THE FRONT, WHILE THE DEMO PLANS SHOW TWO.
  
 9.A DUMPSTER ENCLOSURE SHALL BE PROVIDED.
  
 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.
  
 12. A TRAFFIC CONCURRENCY LETTER FROM PALM BEACH COUNTY
 SHALL BE PROVIDED.
  
 13. THE PACKET ONLY HAS ONE SET OF PLANS THERE SHOULD
 BE TWO.
  
 FOR MORE INFORMATION PLEASE CONTACT: BOBBY POWELL, JR.,
 PLANNER, (561) 822-1435, [email protected]


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