Plan Review Details - Permit 03070057
Plan Review Stops For Permit 03070057
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2003-08-26 Cont ID  
Sent By jwitmer Date 2003-08-26 Time 14:37 Rev Time 1.25
Received By jwitmer Date 2003-08-26 Time 14:37 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-08-20 Cont ID  
Sent By csiegber Date 2003-08-25 Time 16:45 Rev Time 3.33
Received By jwitmer Date 2003-08-20 Time 16:14 Sent To  
Notes
2003-08-20 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03070057
 ADD:8049 CRANE'S POINT
 CONT: NORTHSTAR
 TEL: (561)662-7700
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 ACTION: DENIED
  
 1) WALL OPENING PRESSURE CHART FOR
 LOT# 35 NOT FOR LOT# 37.
  
 2) PROVIDE THE SIGNED /SEALED CALS FOR
 THE BUTT GLASS.
  
 3)1609.4.3 LOAD REDUCTION.
 WHEN STRUCTURAL EFFECTS DUE TO TWO OR
 MORE LOADS IN COMBINATION WITH DEAD LOAD
 ARE INVESTIGATED IN LOAD COMBINATIONS OF
 1609.4.1 OR 1609.4.2, THE COMBINED
 EFFECTS DUE TO THE TWO OR LOADS MULTI-
 PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD
 LOADS SHALL NOT BE LESS THAN THE EFFECTS
 FROM THE LOAD COMBINATION OF THE DEAD
 LOAD PLUS THE LOAD PRODUCING THE LARGEST
 EFFECTS. INCREAS IN ALLOWABLE STRESS SPE
 CIFIED IN THE MATERIALS SECTIONS OF THIS
 CODE OR A REFRENCED STANDARD SHALL NOT
 BE USED WITH THESE LOAD COMBINATIONS
 EXCEPT THAT A DURATION OF LOAD INCREASE
 SHALL BE PERMITTED IN ACCORDANCE WITH
 CHAPTER 23.
  
 RE-EVALUATE TRUSS ANCHOR SCHEDULE.
 THE ANCHOR SCHEDULE ITSELF NEEDS TO BE
 RE-EVALUATED PLUS REASSIGNING WHAT MARK
 WILL BE USED PER STRAP
  
 4) ADD REVISIONS TO REVISION COLUMN,
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-07-28 Cont ID  
Sent By kstevens Date 2003-08-18 Time 18:05 Rev Time 3.50
Received By jwitmer Date 2003-07-28 Time 12:05 Sent To  
Notes
2003-07-28 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03070057
 ADD: CRANES POINTE WAY
 CONT: NORTHSTAR CUSTOM HOMES
 TEL: (561)799-7700
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 ACTION: DENIED
  
 1) PROVIDE ENGINEERING CALCULATIONS FOR
 BUTT GLAZING AS PER FBC 2406.2. ENGINEER
 ING SHEET NOTES THERE COULS BE 1/2"
 DEFLECTION IN THE LENGHT OF GLASS BUT
 THE GLASS BITE IS ONLY 3/8", THIS WOULD
 ALLOW THE GLASS TO BE RELEASED FROM THE
 FRAME!
  
 2)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 PROVIDE A MULLION CHART WHICH WILL GIVE
 THE SIZE OF THE MULLION AND THE DIREC-
 TION THE MULLION WILL BE USED.
  
 3) PLANS INDICATE THAT THE DESIGNER IS
 USING THE MORE STRINGENT WIND EXPOSURE
 CLASS"C" BUT THE PRESSURES DO NOT
 REFLECT THIS. SEE 2 EXAMPLES.
  
 4) PLANS ALSO INDICATE THE SIDELIGHTS AS
 WELL AS DOORS TO HAVE TEMPERED GLASS,
 IF SO, HOW WILL LARGE MISSLE IMPACT GLAZ
 ING BE USED?
  
 5) 1707.4.4.2 TAPERED BUCKS:
 SHALL EXTEND BEYOND THE INTERIOR FACE
 OF THE WINDOW OR DOOR FRAME SUCH THAT
 FULL SUPPORT OF THE FRAME IS SUPPORTED.
  
 6) 1609.4.3 LOAD REDUCTION.
 WHEN STRUCTURAL EFFECTS DUE TO TWO OR
 MORE LOADS IN COMBINATION WITH DEAD LOAD
 ARE INVESTIGATED IN LOAD COMBINATIONS OF
 1609.4.1 OR 1609.4.2, THE COMBINED
 EFFECTS DUE TO THE TWO OR LOADS MULTI-
 PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD
 LOADS SHALL NOT BE LESS THAN THE EFFECTS
 FROM THE LOAD COMBINATION OF THE DEAD
 LOAD PLUS THE LOAD PRODUCING THE LARGEST
 EFFECTS. INCREAS IN ALLOWABLE STRESS SPE
 CIFIED IN THE MATERIALS SECTIONS OF THIS
 CODE OR A REFRENCED STANDARD SHALL NOT
 BE USED WITH THESE LOAD COMBINATIONS
 EXCEPT THAT A DURATION OF LOAD INCREASE
 SHALL BE PERMITTED IN ACCORDANCE WITH
 CHAPTER 23.
 RE-EVALUATE TRUSS ANCHOR SCHEDULE, USP
 IS ELIMENATING THE TAPR216 IT IS NOT IN
 THE 2003 CATALOG. RE-EVALUATE TRUSS
 ANCHOR SCHEDULE.
  
 7) PLEASE PROVIDE RATIONAL ANALYSIS FOR
 THE BEAM ABOVE THE BUTT GLASS, ECENTRIC
 LOADING.
  
 8) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 ROOF FRAMING PLAN MISSING INFORMATION ON
 ROOF GIRDERS OVER THE COVERED PORCH
 AREA, SEE VALLEY, MISSING GIRDERS!!!!
 PROVIDE LOADS!
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2003-07-15 Cont ID  
Sent By btrobaug Date 2003-07-15 Time 11:12 Rev Time 0.50
Received By btrobaug Date 2003-07-15 Time 08:54 Sent To P
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-08-25 Cont ID  
Sent By csiegber Date 2003-08-25 Time 16:45 Rev Time 0.00
Received By csiegber Date 2003-08-25 Time 16:45 Sent To B
Notes
2003-08-25 00:00:00TO JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-08-13 Cont ID  
Sent By alange Date 2003-08-13 Time 14:58 Rev Time 0.00
Received By alange Date 2003-08-13 Time 14:58 Sent To M
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-07-01 Cont ID  
Sent By mmclean Date 2003-07-09 Time 09:32 Rev Time 0.00
Received By shernand Date 2003-07-01 Time 17:12 Sent To Z
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2003-08-15 Cont ID  
Sent By pkrauss Date 2003-08-15 Time 12:49 Rev Time 0.25
Received By pkrauss Date 2003-08-15 Time 12:49 Sent To B
Notes
2003-08-15 00:00:00MECHANICAL PLANS APPROVED 7-18-03
 PROVISO ADDRESSED - A/C #2 IS A 12.1
 SEER UNIT.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2003-07-21 Cont ID  
Sent By alange Date 2003-08-13 Time 14:58 Rev Time 0.25
Received By pkrauss Date 2003-07-21 Time 16:36 Sent To P
Notes
2003-07-21 00:00:00PROVISO:
  
 A/C 2 - SEER ON PLAN INDICATES A 12 SEER
 AND THE ENERGY & MANUAL J CALCULATIONS
 INDICATE A 12.1 SEER.PLEASE REVISE.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop P PLUMBING
Rev No 2 Status P Date 2003-08-18 Cont ID  
Sent By kstevens Date 2003-08-18 Time 18:04 Rev Time 0.33
Received By kstevens Date 2003-08-18 Time 18:04 Sent To B
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2003-07-28 Cont ID  
Sent By pkrauss Date 2003-07-21 Time 16:36 Rev Time 0.50
Received By kstevens Date 2003-07-28 Time 17:13 Sent To  
Notes
2003-07-28 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 FUEL GAS
  
 1) SHT A4 SANITARY RISER DIAGRAM DOES
 NOT REFLECT THE FLOOR PLAN, NOR DOES IT
 MEET CODE REQUIREMENTS.
 - EXTRA BATHROOM ON SANITARY RISER NOT
 SHOWN ON FLOOR PLAN.
 - WASH MACHINE SHALL NOT DRAIN INTO THE
 WET VENT OF BATHROOM #3 PER 909.1 - ALSO
 THE LAV FOR BATHROOM #3 AND THE WASH
 MACHINE ARE NOT LOCATED ON A COMMON WALL
 - THE BIDET SHOWN ON THE SANITARY RISER
 IS NOT SHOWN ON THE FLOOR PLAN.
 2) THE FOLLOWING ITEMS ARE REQUIRED FOR
 APPLICATION FOR SEPARATE GAS PERMIT.
 A. TYPE OF GAS, (LP OR NATURAL)
 B. BTU LOAD OF EACH APPLIANCE AND THE
 TOTAL BTU LOAD ON THE SYSTEM. REFER TO
 THE FBC-2001 FUEL GAS CODE SECS. 401.8
 THRU 402.5.2 AND TABLES 402(1) THRU
 402(34).
 C. SHOW THE DISTANCE FROM THE POINT OF
 DELIVERY, (METER), TO THE MOST REMOTE
 OUTLET IN THE BUILDING AND/OR SYSTEM PER
 FBC-2001 FUEL GAS CODE APPENDIX A - USE
 OF CAPACITY TABLES (A)(3).
 D. SUBMIT CALCULATIONS FOR COMBUSTION
 AIR (IF APPLICABLE) PER FBC-2001 FUEL
 GAS CODE SECTION 304.
 E. INDICATE THE DELIVERY PRESSURE (PSI)
 PER FBC-2001 FUEL GAS CODE SEC. 402.2.
 NATURAL GAS SPECIFY .5 PSI OR 2 PSI.
 F. CLEARLY SHOW THE LOCATION AND CAP-
 ACITY OF LP TANK(S), TYPE OF TANK (DOT
 OR ASME), THE DISTANCE OF THE TANK FROM
 THE BUILDING AND ADJACENT PROPERTY LINES
 THE DISTANCE OF THE TANK FROM ALL SOUR-
 CES OF IGNITION, OTHER CONTAINERS, BUILD
 INGS, AND THE LOCATION OF ANY BUILDING
 OPENINGS BELOW THE RELIEF VALVE OF THE
 TANK PER NFPA 58, TABLE 3-2.2.2.
 G. CLEARLY INDICATE ON THE PLAN IF THE
 LP TANK IS ABOVE OR BELOW GROUND, AND
 SHOW REQUIRED PROTECTION OF THE TANK AND
 APPURTENANCES PER NFPA 58. IF THE TANK
 IS BELOW GROUND THE CONTAINER SHALL BE
 SECURILY ANCHORED PER NFPA 58 SECTION
 3-2.2.7(H).
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 1 Status P Date 2003-07-09 Cont ID  
Sent By shernand Date 2003-07-01 Time 17:12 Rev Time 1.00
Received By mmclean Date   Time   Sent To I
Notes
***NONE***


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