Plan Review Details - Permit 03071078
Plan Review Stops For Permit 03071078
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2003-11-14 Cont ID  
Sent By rmcdouga Date 2003-11-14 Time 14:46 Rev Time 2.00
Received By rmcdouga Date 2003-11-14 Time 14:46 Sent To  
Notes
2003-11-14 00:00:00PROVISO
  
 SUBMIT SIGNED AND SEALED COPY OF THE
 SUBSURFACE SOIL TEST REPORT REQUIRED BY
 CITY AMENDMENTS TO FBC 1804.2.2, BEFORE
 THE FOUNDATION IS POURED.

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-09-25 Cont ID  
Sent By rmcdouga Date 2003-09-25 Time 11:07 Rev Time 2.50
Received By rmcdouga Date 2003-09-25 Time 11:07 Sent To  
Notes
2003-09-25 00:00:00DENIED
  
 1) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL I
 S NOT DEFINITEY KNOWN, OR IS IN QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL P
 ROPERLY LICENSED IN THE STATE OF
 FLORIDA. PLEASE SUBMIT A SOIL BORING
 TEST REPORT.
  
 2) BOTH FBC 1609.4.3 AND ASCE 7-98 2.4.3
 DO NOT PERMIT INCREASES IN THE ALLOWABLE
 STRESS FOR THE STEEL FOR THE TRUSS
 CONNECTORS. THE EXCEPTIONS IN FBC
 1609.4.3 ALLOW INCREASES TO BE TAKEN FOR
 MASONRY COMPONENTS (ACI530/ASCE5/TMS402)
 AND HURRICANE PANELS AND ASCE 7-98 2.4.3
 ALLOWS IT ONLY IF THE INCREASE CAN BE
 JUSTIFIED BY STRUCTURAL BEHAVIOR CAUSED
 BY RATE OR DURATION OF LOAD. PLEASE
 REVISE THE TRUSS ANCHOR SCHEDULE ON G1
 TO THE VALUES LISTED IN THE 2003 USP AND
 SIMPSON (HIGH WIND ADDITION) WHICH DO
 NOT INCLUDE A ONE-THIRD INCREASE ON THE
 STEEL CALCULATIONS. ALSO SPECIFY THE
 PROPER CONNECTOR STOCK OR MODEL NUMBER
 FOR THE NUMBER OF FASTENERS THAT ARE
 SPECIFIED.
  
 3) SUBMIT A KEY PLAN AND INSTALLATION
 SCHEDULE FOR THE STORM PANELS. THE
 FOLLOWING INFORMATION IS REQUIRED: TYPE
 AND SPACING OF ANCHORS, MOUNT TYPE,
 CONNECTION TYPE, SHUTTER SPAN, AND
 OPENING PRESSURE. THIS INFORMATION IS
 REQUIRED FOR PLAN REVIEW OR A SEPARATE
 PERMIT WILL BE REQUIRED.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CALL:
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-09-25 Cont ID  
Sent By jleech Date 2003-08-14 Time 17:32 Rev Time 2.50
Received By rmcdouga Date 2003-08-11 Time 08:43 Sent To M
Notes
2003-08-08 00:00:00DENIED
  
 1) SUBMIT COPY OF UNITY OF TITLE FOR THE
 TWO LOTS.
  
 2) SUBMIT A SOIL BORING TEST REPORT AS
 REQUIRED BY CITY AMEND. TO FBC 1804.2.2.
  
 3) THE A/C AREA LISTED ON A-3 OF THE
 PLANS DOES NOT CORRESPOND WITH THE
 CONDITIONED AREA ON THE ENERGY CALCS. OR
 THE COUNTY IMPACT FEE STAMP. PLEASE
 CORRECT.
  
 4) SPECIFY ON THE PLANS THAT THE WIRE
 MESH IN THE SLAB IS REQUIRED TO BE
 SUPPORTED ON APPROVED MATERIALS AT NO
 MORE THAN 3FT. OC. PER FBC 1909.3.
  
 5) SPECIFY THE SIZE OF THE SOFFIT VENTS
 ON A-6. SEE FBC 2309.7.1.
  
 6) CONFLICTING DIMENSIONS ARE SPECIFIED
 FOR THE STEEL COLUMN CAP IN DETAIL 1 ON
 G2. PLEASE CORRECT.
  
 7) TWO DETAILS ARE LABELED 1 ON G2.
  
 8) FBC1609.4 NO LONGER ALLOWS THE ONE-
 THIRD STRESS INCREASE FOR STEEL CALCS.
 FOR COMBINATION LOADS. PLEASE REVISE
 THE ANCHOR SCHEDULE ON G1 TO VALUES THAT
 DO NOT INCLUDE THE INCREASE. SEE 2003
 USP CATALOG.
  
 9) THE ENGINEER'S LICENSE NUMBER OR
 CERTIFICATE OF AUTHORIZATION IS REQUIRED
 TO BE IN THE TITLE BLOCK. SEE 61G15-
 23.002
  
 10) PROVIDE (2) CURRENT AND COMPLETE
 COPIES OF SBCCI OR METRO-DADE PRODUCT
 APPROVALS FOR:
 - STRUCTURAL MULLIONS
 - ARCHED TOP FIXED GLASS WINDOWS
  
 11) SUBMIT A KEY PLAN AND INSTALLATION
 SCHEDULE FOR THE STORM PANELS. THE
 SHUTTER PLAN ON A-3 DOES NOT LIST THE
 FRENCH DOORS OR THE SIDELITES AT THE
 ENTRY DOOR. THE FOLLOWING INFORMATION IS
 REQUIRED: TYPE OF ANCHORS, SPACING OF
 ANCHORS, TYPE OF MOUNT, CONNECTION TYPE,
 SHUTTER SPAN, AND OPENING PRESSURES.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714

Review Stop E ELECTRICAL
Rev No 3 Status P Date 2003-11-06 Cont ID  
Sent By dpalmer Date 2003-11-06 Time 11:59 Rev Time 0.75
Received By dpalmer Date 2003-11-06 Time 11:49 Sent To M
Notes
2003-11-06 00:00:00********* NOTES REDLINED *******
  
 1)NOTE; PLEASE SEE CORRELATE LOAD/OCP
 AND AWG FOR AHU, SHOWS 8KW , 30A BRKR,
 AND #10 AWG?? 424.3B
  
 2)NOTE: PLEASE SEE DISHWASHER, 30A BRKR
 AND #12 FOR A 20A LOAD.??
  
 PLANS TO BE REVISED BEFORE ROUGH.

Review Stop E ELECTRICAL
Rev No 2 Status F Date 2003-09-11 Cont ID  
Sent By csiegber Date 2003-11-03 Time 16:08 Rev Time 0.50
Received By dpalmer Date 2003-09-11 Time 07:15 Sent To P
Notes
2003-09-11 00:00:00*************** UNSAT ***************
  
 1)NOTE: PLEASE SEE NOTES FROM REVIEW.
 PLEASE SEE THAT SOME NOTES WERE NOT
 ADRESSED.
  
 2)NOTE: PLEASE SEE THAT SOME OCP DEVICES
 SHOWN ON PANEL SCHEDULE HAVE NOW BEEN
 CHANGED TO 2POLE BRKRS FOR SINGLE POLE
 ITEMS?
  
 3)NOTE: PLEASE "LIST THE REQ'D ARC FAULT
 CIRCUITS ON PANEL SCHEDULES. 210.12
 NOT OUTLETS,, CIRCUITS.
 4)NOTE: PLEASE SEE THAT AIC RATING IS
 NOW SHOWN FOR FOR METER? NEEDS TO BE
 SHOWN FOR MAINS/ PANELS. 110.9/215.5
  
 5)NOTE: PLEASE SEE SERVICE AND NOTES
 FROM FIRST REVIEW. SERVICE IS STILL
 NOTED TO HAVE A 300A MAIN? BUTNONE
 SHOWN ON RISER OR PLANS.??
 PLEASE SEE CONDCUTORS ETC .
 PLEASE SEE ORIG COMMENTS.
 250.66/310.16/310.15/240ETC NEC
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
 PLEASE SEE ATTACHED LETTER WITH RESPECT
 TO DESIGN PROFESSIONALS. REQ'D PER FS
 553.80(2)(B).
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2003-07-30 Cont ID  
Sent By csiegber Date 2003-09-09 Time 10:38 Rev Time 0.50
Received By dpalmer Date 2003-07-30 Time 17:50 Sent To M
Notes
2003-07-30 00:00:00*********** UNSAT ****************
  
 1)NOTE: PLEASE SIZE GROUNDING ELECTRODE
 PER 250.66/ 310.15 #2 MIN
  
 2)NOTE: RISER MENTIONS, 300 MAIN W/ OCP
 BUT SHOWS WHAT APPEARS TO BE A GUTTER?
 PLEASE CLARIFY HOW A 300A MAIN FEEDS TO
 TWO 150A PANELS? PLEASE
  
 3)NOTE; PLEASE CORRELATE PLANS WITH
 RISER DIAGRAM. PLANS SHOW ONLY ONE PANEL
 AND NO MAIN? 215.5
  
 4)NOTE: PLEASE SHOW MISSING EQUIPMENT
 GROUNDING CONDUCTORS FROM MAIN TO PANELS
 250.110/SIZE PER 250.122
  
 5)NOTE: PLEASE SUBMIT AIC RATING FOR
 300A MAIN. 110.9
  
 6)NOTE: PLEASE CORRELATE OCPAND LOADS
 ON PANEL SCHEDULE. MICRO/ POOL PUMP/
 WELL PUMP ETC, SHOWN AS 2P50 W/ #6 AND
 1.5KW LOADS?? PLEASE ALSO SEE WASHER
 SHOWN AS 2P-50A?
  
 7)NOTE: PLEASE SEE 20A OCP FOR #14 AWG
 GEN LT CIRCUITS. 240, 300
  
 8)NOTE: PLEASE LIST THE REQ`D ARC FAULT
 PROTECTED CIRCUITS ON PANEL SCHEDULE.
 210.12
  
 9)NOTE: PLEASE LIST THE REQ`D DEDICATED'
 BATH(S) CIRCUIT(S).210.52D, 210.11C.3
  
 10)NOTE: PLEASE SHOW GARAGERECEPT
 AS GFI/GFI PROTECTED PER 210.8
  
 11)NOTE: PLEASE SEE MISSING SD IN DEN
 THIS RM IS AN ADAPTABLE SLEEPING RM AND
 REQUIRE'S A SD INSIDE AND OUTSIDE
 NFPA-72 8-1.4.2
  
 12)NOTE: PLEASE SEE MISSING RECEPTS PER
 210.52
  
 13)NOTE: PLEASE SEE THAT ALL RECEPTS IN
 BATHS TO BE W/IN 3' OF SINKS.
 210-52D
  
 14)NOTE: PLEASE SEE LETTER ATTACHED FOR
 MISSING INFORMATION REQ`D ON TITLE
 BLOCK FOR ENGINEER OF RECORD.
 FS 471/ FAC 61G15-23.002
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW.IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]

Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2003-11-03 Cont ID  
Sent By csiegber Date 2003-11-03 Time 16:08 Rev Time 0.00
Received By csiegber Date 2003-11-03 Time 16:08 Sent To E
Notes
2003-11-03 00:00:00TO DP DESK/2ND RESUB

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-09-09 Cont ID  
Sent By csiegber Date 2003-09-09 Time 10:38 Rev Time 0.00
Received By csiegber Date 2003-09-09 Time 10:37 Sent To E
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-07-24 Cont ID  
Sent By alange Date 2003-07-24 Time 12:59 Rev Time 0.00
Received By alange Date 2003-07-24 Time 12:59 Sent To E
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-07-16 Cont ID  
Sent By mmclean Date 2003-07-24 Time 10:08 Rev Time 0.00
Received By shernand Date 2003-07-16 Time 10:29 Sent To Z
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2004-08-05 Cont ID  
Sent By pkrauss Date 2004-08-05 Time 16:40 Rev Time 0.30
Received By pkrauss Date 2004-08-05 Time 16:40 Sent To  
Notes
2004-08-05 00:00:00SUBMITAL ON THE AC 1.5 TON CARRIER 12
 SEER.PER CARRIER, THEY DO NOT MAKE A
 1.5 TON 12 SEER UNIT.STRUCTURAL
 ENGINEER SUBMITTED PLANS WITH EQUIPMENT
 SCHEDULE (INCORRECT).PLANS SUBMITTED
 WITH CARRIER SUBMITTAL FOR PROPER
 A/C WITH PROPER SEER.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.

Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2003-08-12 Cont ID  
Sent By dpalmer Date 2003-11-06 Time 11:59 Rev Time 0.25
Received By pkrauss Date 2003-08-12 Time 06:23 Sent To P
Notes
***NONE***

Review Stop P PLUMBING
Rev No 2 Status P Date 2003-09-24 Cont ID  
Sent By jleech Date 2003-09-24 Time 19:01 Rev Time 0.33
Received By jleech Date 2003-09-24 Time 19:01 Sent To  
Notes
2003-09-24 00:00:00RESTAMP

Review Stop P PLUMBING
Rev No 1 Status P Date 2003-08-14 Cont ID  
Sent By dpalmer Date 2003-09-11 Time 07:16 Rev Time 0.25
Received By jleech Date 2003-08-14 Time 17:31 Sent To B
Notes
***NONE***

Review Stop Z ZONING
Rev No 2 Status P Date 2003-07-24 Cont ID  
Sent By mmclean Date 2003-07-24 Time 10:08 Rev Time 1.00
Received By mmclean Date   Time   Sent To I
Notes
***NONE***

Review Stop Z ZONING
Rev No 1 Status F Date 2003-07-21 Cont ID  
Sent By shernand Date 2003-07-16 Time 10:29 Rev Time 1.00
Received By mmclean Date   Time   Sent To  
Notes
2003-07-21 00:00:007/21/03 DENIED, NEED SURVEY CALLED CONTR
 FILE G MM


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