Plan Review Details - Permit 02080881
Plan Review Stops For Permit 02080881
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2002-10-28 Cont ID  
Sent By rbrown Date 2002-10-28 Time 09:36 Rev Time 0.00
Received By rbrown Date 2002-10-28 Time 09:36 Sent To  
Notes
2002-10-28 00:00:00BUILDING PLAN REVIEW
 ******PROVISO*******
 ROBERT BROWN(561) 659 8096 EXT 8499
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
  
 --PROVISO--
 FBC 1606.1.4THE SUBMITTED MADDEN
 IMPACT PROTECTION PANEL DRAWING (NUMBER
 28GAWC/3-2002/S) DOES NOT CORRESPOND TO
 ITEM# 6 OF THE SUBMITTED SBCCI PRODUCT
 APPROVAL REPORT# 2056 FOR MADDEN STORM
 PANELS. SUBMIT TWO COPIES OF THE CORRECT
 PRODUCT APPROVED MADDEN STORM PANEL
 DRAWINGS LISTED UNDER THE ITEM# 6
 HEADING 'SUBSTANTIATING DATA', OR SUBMIT
 AN ALTERNATIVE PRODUCT APPROVAL.
  
 --PROVISO--
 FBC 1504ROOF COVERINGS.THE SOUTH
 ELEVATION SHOWS 'ROOF SHINGLE TO MATCH
 EXISTING' OVER THE DEN, BUT THE
 SUBMITTED PRODUCT APPROVAL IS FOR A FLAT
 PROFILE CONCRETE ROOF TILE.BEFORE ROOF
 SHEATHING INSPECTION, SUBMIT TWO COPIES
 OF AN APPROPRIATE PRODUCT APPROVAL FOR
 THE SPECIFIED ROOF COVERING TYPE.ALSO,
 SHEETS 2,3,6,7 AND 8 OT THE SUBMITTED
 TAMKO MODIFIED BITUMEN ROOF SYSTEM
 PRODUCT APPROVAL NOA# 01-0509.01 ARE
 EITHER MISSING OR IMPROPERLY COPIED.
 SUBMIT TWO COPIES.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2002-10-09 Cont ID  
Sent By rbrown Date 2002-10-09 Time 13:51 Rev Time 0.00
Received By rbrown Date 2002-10-09 Time 13:50 Sent To  
Notes
2002-10-09 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
  
 THE FOLLOWING IS A REVIEW OF THE PLAN
 RE-SUBMITTAL MADE IN RESPONSE J.WITMER'S
 8/27/02 PLAN REVIEW COMMENTS.
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
  
 CITY CODE 12-22(B)(1)'SUBSTANTIAL
 IMPROVEMENT' OF THE EXISTING HOME SHALL
 REQUIRE THE LOWEST FLOOR TO BE ELEVATED
 TO 7'-6" NGVD, WHICH IS 6" ABOVE BASE
 FLOOD ELEVATION OF 7'-0" NGVD. ACCORDING
 TO CITY CODE 12-17, THE PROPOSED WORK
 VALUED AT $81,500 IS 'SUBSTANTIAL
 IMPROVEMENT' BECAUSE IT REPRESENTS A
 REPAIR, RECONSTRUCTION, ALTERATION OR
 IMPROVEMENT COST EXCEEDING 50% 0F THE
 MARKET VALUE OF THE STRUCTURE.PALM
 BEACH COUNTY PROPERTY APPRAISER LISTS
 THE MARKET VALUE AS $154,252.EITHER,
 PROVIDE PROPOSALS TO RAISE THE FLOOR
 LEVEL, REDUCE THE SCOPE OF WORK TO
 ACHIEVE A COST LESS THAN 50% OF THE
 MARKET VALUE, OR SUBMIT A LICENSED
 APPRAISER'S REPORT TO JUSTIFY A HIGHER
 MARKET VALUE OF AT LEAST 200% OF THE
 COST OF THE PROPOSED ADDITION.
  
 FBC 13-103.0THE SUBMITTED ENERGY CODE
 COMPLIANCE FORM IS NOT COMPLETE.ENTER
 THE PERMIT# (02080881), JURISDICTION#
 (604700), THE PERMITTING OFFICE (CITY OF
 WEST PALM BEACH) AND BUILDING TYPE UNDER
 ITEM #2. SEE ALSO, THE END COMMENT WHICH
 REFERS TO FBC 3401.7.1.2
  
 FBC 1606.1.4HURRICANE MISSILE IMPACT
 PROTECTION. SUBMITTAL OF SHUTTER DETAILS
 IS NOTED.SUBMIT A PRODUCT APPROVAL OR
 SITE-SPECIFIC ENGINEERING (SIGNED AND
 SEALED) FOR THE PROPOSED STORM SHUTTERS.
  
 FBC 1504.1WIND RESISTANCE OF ROOFS.
 SHEETS 2 AND 11 OF THE SUBMITTED TAMKO
 MODIFIED BITUMEN ROOF SYSTEM PRODUCT
 APPROVAL NOA# 01-0509.01, STATE THAT THE
 MAXIMUM DESIGN PRESSURE FOR THE SYSTEM
 IS -45PSF.THIS IS LESS THAN THE
 PERIMETER ROOF WIND LOAD FOR THE
 BUILDING.THE PRODUCT IS NOT SUITABLE
 FOR THIS APPLICATION.
  
 FBC 3401.7.1.2ADDITIONS TO EXISTING
 BUILDINGS.THE AREA OF THE ADDITION
 EXCEEDS 25% OF THE FLOOR OF THE AREA OF
 THE EXISTING BUILDING, SO BOTH THE
 ADDITION AND THE EXISTING BUILDING
 COMBINED SHALL BE MADE TO COMPLY WITH
 ALL CODE REQUIREMENTS, EXCEPT THAT THE
 EXISTING BUILDING SHALL NOT BE MADE TO
 COMPLY WITH THE STRUCTURAL REQUIREMENTS
 OF THE CODE.PROVIDE DETAILS TO SHOW
 THAT THE EXISTING BUILDING COMPLIES WITH
 FBC 1005.4.4 (MIN. 24"H X 20"W EGRESS
 WINDOWS FOR BEDROOMS) AND FBC 13-600.0
 (ENERGY CODE COMPLIANCE).
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 IF YOU HAVE ANY QUESTIONS PLEASE CALL:
 JIM WITMER (561) 659 8096 EXT 8412 OR
 ROBERT BROWN EXT 8499
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2002-08-27 Cont ID  
Sent By jwitmer Date 2002-08-27 Time 06:37 Rev Time 1.50
Received By jwitmer Date 2002-08-27 Time 06:37 Sent To  
Notes
2002-08-27 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02080881
 ADD: 202 32ND STREET
 CONT: WAYNE HETZEL BUILDING
 TEL: (561)881-2108
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
  
 PROVIDE 2 CURRENT COPIES OF SIGNED &
 SEALED SURVEYS WITH PROPOSED IMPROVEMENT
 TO BE COMPLETED. PROPERTY IS LOCATED IN
 FLOOD ZONE "A5", SURVEY TO INDICATE
 THE FINISH FLOOR HEIGHT OF THE EXISTING
 BUILDING, AND A/C PAD.
  
 PROVIDE FLOOD ZONE ELEVATION
 CERTIFICATE FOR NEW CONSTRUTION WITH
 BASE FLOOD ELEVATION, CITY CODE REQUIRES
 AN ADDITIONAL 6". THE MINIMUM HEIGHT OF
 THE NEW FINISH FLOOR ELEVATION OF THE
 ADDITION IS 7'-6" NGVD. THE FLOOR LEVEL
 OF THE EXISTING STRUCTURE SHALL ALSO BE
 REQUIRED TO BE 7'-6" NGVD. SEE CITY CODE
 12-17 SUBSTANTIAL IMPROVEMENTS: MEANS
 ANY COMBINATION OF REPAIRS, RECONSTRUC-
 TION, ALTERATIONS OR IMPROVEMENTS TO A
 STRUCTURE, TAKING PLACE DURING THE LIFE
 OF THE STRUCTURE, IN WHICH THE CUMULA-
 TIVE COST EQUALS OR EXCEEDS 50% OF THE
 MARKET VALUE OF THE STRUCTURE.
  
 PROVIDE ENERGY CALCULATIONS AND
 EQUIPMENT SIZING CALCULATIONS (MANUAL J)
 AS REQUIRED BY THE 2001 FLORIDA ENERGY
 EFFICIENTCY CODE FOR BUILDING CONSTRUC-
 TION.
  
 1503.4.2 OVERFLOW DRAINS SHALL BE
 THE SAME SIZE AS ROOF DRAINS, INSTALLED
 WITH THE INLET FLOW LINE LOCATED 2"
 ABOVE THE LOWEST POINT OF THE ROOF LINE.
 OVERFLOW SCUPPERS SHALL BE A MINIMUM OF
 4"IN HEIGTH AND SHALL BE PLACED IN WALLS
 OR PARARETS WITH THE INLET FLOW LINE
 NOT LESS THAN 2" ABOVE THE ROOF SURFACE.
  
 1503.4.4 PROTECTION AGAINST DECAY &
 TERMITES. CONDENSATE LINES & ROOF DOWN
 SPOUTS SHALL DISCHARGE AT LEAST 1 FT.
 AWAY FROM THE STRUCTURE SIDEWALL,
 WHETHER BY UNDERGROUND PIPING, TAIL EX-
 TENSIONS, OR SPLASH BLOCKS.
  
 1707.4.5.1 MULLIONS OCCURRING
 BETWEEN INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
  
 1707.4.5.2 MULLIONS SHALL BE DESIGN-
 ED TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
 1606.1.4(1) IN WIND BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES
 POSITIVE PRESSURE IN BUILDINGS SHALL BE
 ASSUMED TO BE OPENINGS UNLESS SUCH
 GLAZING IS IMPACT RESISTANT OR PROTECTED
 WITH AN IMPACT RESISTANT COVERING MEET-
 ING THE REQUIREMENTS OF SSTD 12, ASTM
 E 1886 AND ASTM E 1996 OR MIAMI-DADE.
  
 1) GLAZED OPENINGS LOCATED WITHIN 30 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST OR STORM SHUTTERS MEET
 ING SUCH TEST.
  
 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.
  
 FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 PROCEDURES: 1(B) A COMPLETE INSTALLATION
 SCHEDULE SUMMARIZING & IDENTIFYING
 OPENING SIZES, STORY HEIGHTS, UNIT MARK
 NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM
 BAR REINFORCING REQUIREMENTS, WALL PRES-
 SURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATION
 TO FACILITATE PLAN REVIEW AND PERMIT
 ISSUANCE.
  
 1504.1 WIND RESISTANCE TO ROOFS.
 PROVIDE PRODUCT TESTING FOR FLAT ROOF
 ASSEMBLY.
  
 1015.2 HEIGHT. GUARDRAILS SHALL
 FORM A VERTICAL PROTECTIVE BARRIER NOT
 LESS THAN 42" HIGH.
 1015.3 OPENINGS. OPEN GUARDRAILS
 SHALL HAVE INTERMEDIATE RAILS OR ORNA-
 MENTAL PATTERNS SUCH AS A 4" DIAMETER
 SPHERE CAN NOT PASS THROUGH. A BOTTOM
 RAIL OR CURB SHALL BE PROVIDED THAT WILL
 REJECT THE PASSAGE OF 2" DIAMETER
 SPHERE.
  
 1608.2.3 THE GUARDRAIL SYSTEM SHALL
 BE DESIGNED AND CONSTRUCTED TO RESIST A
 200 LB CONCENTRATED HORIZONTAL LOAD
 APPLIED ON A 1 SQ FT AREA AT ANY POINT
 IN THE SYSTEM INCLUDING INTERMEDIATE
 RAILS OR OTHER ELEMENTS SERVING THIS
 PURPOSE. SHOW ATTACHMENT DETAILS TO
 PARAPET & DECK?
  
 3401.7.2 WHERE AND EXISTING BUILD-
 ING AND THE ADDITION ARE NOT SEPERATED
 BY A FIRE WALL AND THE AREA OF THE ADDIT
 ION IS IS 25% OR MORE OF THE AREA OF THE
 EXISTING BUILDING, AND THE ADDITION
 SHALL BE MADE TO COMPLY WITH ALL REQUIRE
 MENTS OF THIS CODE FOR A BUILDING OF
 AREA OF THE ADDITION & EXISTING BUILDING
 EXCEPTION: EXISTING BUILDINGS SHALL NOT
 BE REQUIRED TO BE UPGRADED TO THE STRUC-
 TURAL REQUIREMENTS OF THE CODE IN EFFECT
 ON THE DATE OF APPLICATION OF THE
 PERMIT FOR THE ADDITION.
  
 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.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A
 DESCRIPTION OF THE REVISION MADE, IDEN-
 TIFYING THE SHEET OR SPECIFICATION PAGE
 WHERE THE CHANGES CAN BE FOUND, WILL
 HELP TO EXPEDITE YOUR PERMIT. THANK YOU
 FOR YOUR ANTICIPATED COOPERATION.
 JIM WITMER
 PLAN REVIEW
 TEL: (561)659-8096 EX.8412
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-08-14 Cont ID  
Sent By btrobaug Date 2002-08-14 Time 08:36 Rev Time 0.00
Received By btrobaug Date 2002-08-14 Time 06:16 Sent To Z
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2003-01-10 Cont ID  
Sent By pkrauss Date 2003-01-10 Time 12:16 Rev Time 0.25
Received By pkrauss Date 2003-01-10 Time 12:16 Sent To  
Notes
2003-01-10 00:00:00MECH PERMIT
 PLANS SUBMITTED W/BUILDING PERMIT BUT
 NOT REVIEWED.PLANS REVIEWED 1-10-03
 APPROVED.PLANS FILED W/BUILDING PERMIT
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2002-10-28 Cont ID  
Sent By rbrown Date 2002-10-28 Time 10:52 Rev Time 0.00
Received By rbrown Date   Time   Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-10-04 Cont ID  
Sent By pschmitz Date 2002-10-04 Time 07:18 Rev Time 0.66
Received By pschmitz Date   Time   Sent To  
Notes
2002-10-04 00:00:00APPROVED, PES.
Review Stop Z ZONING
Rev No 1 Status P Date 2002-08-15 Cont ID  
Sent By btrobaug Date 2002-08-14 Time 08:36 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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