Plan Review Details - Permit 02051565
Plan Review Stops For Permit 02051565
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2002-11-13 Cont ID  
Sent By jwitmer Date 2002-11-13 Time 16:50 Rev Time 1.50
Received By jwitmer Date 2002-11-13 Time 16:50 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2002-11-05 Cont ID  
Sent By jwitmer Date 2002-11-05 Time 15:49 Rev Time 3.00
Received By jwitmer Date 2002-11-05 Time 15:49 Sent To  
Notes
2002-11-05 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02051565
 ADD: 330 E LAKEWOOD RD
 CONT: DENNIS PETERSON CONST
 TEL: (561)622-8290
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) TYPE VI CONSTRUCTION, TABLE 600 FOR A
 BEARING WALL 3'- 10' ALLOWABLE OPENING
 PER FLOOR, 20%.
 THE EXISTING PORTE COCHERE IS CONSID
 ERED THE SAME AS A PORCH. WHEN JUST A
 PORCH THE CONSIDERATION OF HOW CLOSE THE
 OPENINGS ARE TO THE PROPERTY LINE AND OF
 WHAT TYPE OF MATERIALS IS THE STRUCTURE
 MADE FOR COMBUSTIBILITY IS TO BE CONSID-
 ERED! BOTH FROM THE INTERIOR AS WELL AS
 FROM THE STRUCTURE NEXT DOOR.
 WHEN THE SECOND FLOOR IS ADDED WE
 LOOK AT THE EXISTING CONDITION ON THE
 FIRST FLOOR, TABLE 600 INDICATES THAT
 AN ALLOWABLE 20% OPEN AREA IS ALLOWABLE
 PER FLOOR, NOT THE 2 FLOORS COMBINED.
  
 AS A STANDARD WE USE COMMON TERMS WALLS
 OR COLUMNS, THE CODE DOESN'T GIVE A DEFI
 NITION FOR WALL OR COLUMN. ACI 530 ,
 CHAPTER 2 NOTATIONS AND DEFINTIONS DOES
 GIVE TERMINOLOGY THAT WE DO USE.
 WALL: A VERTICAL ELEMENT WITH A HORI-
 ZONTAL LENGTH TO THE THICKNESS RATIO
 GREATER THAN 3, USED TO ENCLOSE SPACE.
 8"X3=24" ANY COLUMN GREATER THAN 24"
 IS CONSIDERED A WALL SEGMENT.
 COLUMN: AN ISOLATED VERTICAL MEMBER
 WHOSE HORIZONTAL DIMENSION MEASURED AT
 RIGHT ANGLES TO ITS THICKNESS DOES NOT
 EXCEED 3 TIMES ITS THICKNESS AND WHOSE
 HEIGHT IS AT LEAST 3 TIMES ITS THICKNESS
  
 TABLE 600 FOOTNOTE (I) EXTERIOR WALLS
 SHALL BE FIRE TESTED IN ACCORDANCE WITH
 601.3. THE FIRE RESISTANCE REQUIREMENTS
 FOR EXTERIOR WALLS WITH 5' OR LESS
 HORIZONTAL SEPERATION SHALL BE BASED
 UPON INTERIOR & EXTERIOR FIRE EXPOSURE.
  
 2) FL BLDG CODE 1606.1.7 MISSING THE
 INTERNAL PRESSURE COEFFICIENT
  
 3)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.
 FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED.
  
 1) GLAZED OPENINGS LOCATED WITHIN 30 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.MISSING REPORTS:
 A) AWNING WINDOW EAST ELEVATION
 B) CASEMENT WINDOW SOUTH / WEST ELE
 C) MULLION EAST ELEVATION
 D) STORM SHUTTERS
 E) ROOFING ASSEMBLIES
  
 4)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.
  
 5)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.
  
 6) 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.
  
 7)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.
  
 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 B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2002-09-12 Cont ID  
Sent By hmoser Date 2002-10-29 Time 17:27 Rev Time 1.50
Received By jwitmer Date 2002-09-12 Time 11:04 Sent To  
Notes
2002-09-12 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02051565
 ADD: 330 E LAKEWOOD RD
 CONT: DENNIS PETERSON CONST
 TEL: (561)622-8290
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) TYPE VI CONSTRUCTIONTABLE 600 WILL
 ALLOW A 20 % OPENING PER FLOOR FOR THE
 WALL FACING THE PROPERTY LINE. THE
 BOTTOM ARCHWAY FACING THE PROPERTY LINE
 TO BE ENCLOSED TO MEET THIS REQUIREMENT.
 THE ALLOWABLE AREA 1ST FL IS 36.6'.
  
 2)2304.5 CLEARENCE BETWEEN WOOD SIDING
 & EARTH ON THE EXTERIOR OF A BUILDING
 SHALL NOT BE LESS THAN 6" EXCEPT WHERE
 SIDING, SHEATHING AND FRAME WALL ARE OF
 APPROVED DURABLE WOOD OR APPROVED PRE-
 SERVATIVE TREATED WOOD.
  
 3)FIGURE 1606 WIND-BORNE DEBRIS
 REGION; INDICATES THAT W.P.B. CITY OF IS
 LOCATED IN THE 140 MPH ZONE. PLANS ARE
 TO INDICATE THIS.
  
 4)FL. BLD CODE 1606.1.7 THE FOLLOWING
 INFORMATION RELATED TO WIND SHALL BE
 SHOWN ON THE CONSTRUCTION DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 4)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. MISSING REPORT:
 A) AWNING TYPE
 B) CASEMENT
 C) WINDOW SUPPLIED BY OWNER
 D) MULLION
 E) STORM SHUTTERS
 F) ROOFING ASSEMBLY
  
 5)SITE SPECIFIC ENGINEERING (PRODUCT
 APPROVAL) REQUIRES THE WET SIGNATURE,
 DATE AND EMBOSSED SEAL OF THE ENGINEER
 CERTIFYING THE PRODUCT AND SIGNATURE
 AND SEAL OF THE DESIGN PROFESSIONAL
 OF RECORD. (WINDOW SUPPLIED BY OWNER)
  
 6)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.
  
 7) 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.
  
 8)1707.4.4.1 ANCHOR REQUIREMENTS:
 WINDOW & DOOR ASSEMBLIES SHALL BE ANCHOR
 ED IN ACCORDANCE WITH THE PUBLISHED
 MANUFACTURER'S RECOMMENDATIONS TO
 ACHIEVE THEDESIGN PRESSURE SPECIFIED.
 SUBSTITUTE ANCHORING SYSTEM USED FOR
 THE SUBSTRATE NOT SPECIFIED BY THE
 FENESTRATION MANUFACTURER SHALL PROVIDE
 EQUAL OR GREATER ANCHORING AS DEMONSTRA-
 TED BY ACCEPTED ENGINEERING PRACTICES.
  
 9) FL BLD CODE 2405.2 HAZARDOUS LOCATION
 PROVIDE SAFETY GLASS FOR THIS LOCATION:
 SHOWER STALL (WINDOW A).
  
 10)TABLE 2306.1 PALM BEACH COUNTY
 AMENDMENTS
 ROOF SHEATHING NAILING REQUIREMENTS
  
 ZONE 1 & 28D COMMON
 6" EDGES & 6" INTERMEDIATES
  
 ZONE 38DCOMMON
 4" EDGES & 6" INTERMEDIATES
  
 11) WALL SECTION 02 INDICATES TRUSSES,
 OR IS THIS TO BE HAND FRAMED? IF HAND
 FRAMED COLLAR TIES?
  
 12)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 2 Status P Date 2002-10-17 Cont ID  
Sent By btrobaug Date 2002-10-17 Time 14:11 Rev Time 1.00
Received By btrobaug Date 2002-10-17 Time 14:11 Sent To P
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-06-07 Cont ID  
Sent By btrobaug Date 2002-06-07 Time 11:50 Rev Time 0.00
Received By btrobaug Date 2002-06-07 Time 09:52 Sent To M
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2002-10-29 Cont ID  
Sent By hmoser Date 2002-10-29 Time 17:22 Rev Time 0.25
Received By hmoser Date 2002-10-29 Time 17:22 Sent To B
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-06-11 Cont ID  
Sent By kstevens Date 2002-10-28 Time 18:45 Rev Time 0.25
Received By ndenmark Date 2002-06-11 Time 06:36 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2002-10-28 Cont ID  
Sent By kstevens Date 2002-10-28 Time 18:45 Rev Time 0.50
Received By kstevens Date 2002-10-28 Time 18:44 Sent To M
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2002-06-15 Cont ID  
Sent By btrobaug Date 2002-10-17 Time 14:15 Rev Time 0.00
Received By kstevens Date 2002-06-15 Time 14:21 Sent To B
Notes
2002-06-15 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
  
 1) SANITARY RISER DIAGRAM DOES NOT MEET
 CODE. TUB AND SHOWER ARE NOT VENTED.
 2) SHT 4 NOTES #8 AND #13. 1/4" PER FOOT
 SLOPE REQUIRED FOR 2-1/2" AND SMALLER
 PIPE. - AIR CHAMBERS ARE NOT APPROVED.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop Z ZONING
Rev No 2 Status P Date 2002-09-09 Cont ID  
Sent By sgraham Date 2002-09-09 Time 11:33 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2002-07-10 Cont ID  
Sent By sgraham Date 2002-07-10 Time 15:23 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
2002-07-10 00:00:00ADDITION MUST BE 5' FROM THE SIDE YARD


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