Plan Review Details - Permit 04111224
Plan Review Stops For Permit 04111224
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2005-03-23 Cont ID  
Sent By rmcdouga Date 2005-03-23 Time 13:42 Rev Time 0.00
Received By rmcdouga Date 2005-03-23 Time 13:42 Sent To  
Notes
2005-03-23 00:00:00REVISION TO ROOF IS OK. SHEETS A6,A7 AND
 A8

Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2005-03-10 Cont ID  
Sent By rmcdouga Date 2005-03-10 Time 11:38 Rev Time 0.00
Received By rmcdouga Date 2005-03-10 Time 11:38 Sent To  
Notes
2005-03-10 00:00:00MEAN ROOF HEIGHT IS ABOVE 33 FEET.
 ASPHALT SHINGLES OKED FOR USE ON
 STRUCTURE BY NEIL MELICK; B.O. ON
 3/9/05.

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2005-03-04 Cont ID  
Sent By rmcdouga Date 2005-03-04 Time 14:02 Rev Time 0.00
Received By rmcdouga Date 2005-03-04 Time 14:02 Sent To  
Notes
2005-03-04 00:00:00DENIED
  
 1) ON SHEET S4 MARK J SPECIFIES A
 SIMPSON HDSA HOLD DOWN CONNECTOR.
 SHOULDN'T THIS BE A HD5A. PLEASE
 CORRECT.
  
 2) THE GR3 GIRDER IS SHOWN AS A 2PLY ON
 THE TRUSS DRAWINGS AND THE PLANS SPECIFY
 A 4PLY. PLEASE CORRECT.
  
 3) SPECIFY THE CONNECTIONS AT EACH END
 OF THE GR2 GIRDERS.
  
 4) SPECIFY THE CONNECTIONS FOR BOTH ENDS
 OF THE GR3 GIRDERS.
  
 5)THE UPLIFT FOR THE MG1 GIRDERS AT THE
 EXTERIOR WALL EXCEEDS THE UPLIFT
 SPECIFIED IN THE TRUSS SCHEDULE FOR THE
 MARK F CONNECTOR.
  
 6) THE TRUSS LAYOUT AND ROOF FRAMING
 PLAN ON S4 SPECIFIES OPENINGS IN THE
 ROOF TRUSSES FOR A/C, HOWEVER THERE IS
 NOTHING INDICATED ON THE ELEVATIONS OR
 THE BUILDING ROOF PLAN ON A6 AT THESE
 AREAS. PLEASE CLARIFY.
  
 7) THE NOAS FOR THE GLASS BLOCK WERE NOT
 SUBMITTED. I HAVE ATTACHED ONE COPY FOR
 YOU.
  
 8) SUBMIT THE INSTALLATION DRAWINGS/
 INSTRUCTIONS AND LIMITATIONS FOR THE UL
 CERTIFICATIONFOR THE OWENS CORNING
 SHINGLES. NOTE: MIAMI-DADE NOAS LIMIT
 INSTALLATION TO STRUCTURES WITH A MEAN
 ROOF HEIGHT OF 33 FEET.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2004-12-21 Cont ID  
Sent By rmcdouga Date 2004-12-21 Time 10:55 Rev Time 0.00
Received By rmcdouga Date 2004-12-21 Time 07:12 Sent To  
Notes
2004-12-21 00:00:00DENIED
  
 1) THE OWNER/AGENT IS REQUIRED TO SIGN
 THE ENERGY CALC. FORMS. THE ENERGY
 CALCS.DO NOT SPECIFY THE 2X6 WOOD FRAME
 EXTERIOR WALLS WITH R-19 INSULATION. THE
 WALLS ADJACENT TO THE GARAGE ARE
 SPECIFIED WITH R-19 INSULATION ON THE
 PLAN AND R-11 ON THE ENERGY CALCS.
  
 2) FBC 2504.2.1 REQUIRES EXTERIOR
 APPLICATIONS OF PORTLAND CEMENT PLASTER
 TO COMPLY WITH ASTM C 92. THIS STANDARD
 REQUIRES PLASTER OVER METAL BASE TO BE
 5/8" THICK WHEN APPLIED HORIZONTALLY AND
 7/8" THICK WHEN APPLIED VERTICALLY.
  
 3) THE MEAN ROOF HEIGHT FOR THE
 STRUCTURE IS 38'-5" SUBMIT ENGINEERED
 CALCULATIONS FOR THE ROOF SHEATHING
 FASTENING REQUIREMENTS.
  
 4) THEIR IS A TYPO ON SHEET A12. THE
 TEXT IS PRINTED OVER.
  
 5) THE STRUCTURAL NOTES ON S5 HAS A TYPO
 THAT REFERS TO THE FBC N1 EDITION.
  
 6) SPECIFY THE REQUIRED SOIL BEARING
 CAPACITY FOR THE STRUCTURE ON THE
 PLANS.
  
 7) SUBMIT A SIGNED AND SEALED COPY OF
 THE SOIL REPORT.
  
 8) THE POSITIVE PRESSURES LISTED IN THE
 DOOR AND WINDOW WIND PRESSURE TABLE ON
 S5 DO NOT APPEAR TO HAVE BEEN ADJUSTED
 FOR HEIGHT BY MULTIPLYING BY THE
 APPROPRIATE COEFFICENT. SEE FBC TABLE
 1606.2D FOR M.R.H. OF 38'-5".
  
 9) PROVIDE CAP DETAILS FOR THE (WP-1)
 4X4 WOOD COLUMN AND THE (SC-1) STEEL
 COLUMN.
  
 10) DETAIL 5 ON S7 SHOWS A 6X6 WOOD POST
 CAP WHICH IS NOT CALLED OUT ON THE
 PLANS. PLEASE CLARIFY.
  
 11) SUBMIT PRODUCT APPROVALS FOR ASPHALT
 ROOF SHINGLES THAT WERE TESTED TO ASTM D
 3161M OR PA 107 AND ARE NOT LIMITED TO A
 33' M.R.H.
  
 12) THE DOOR SCHEDULE FOR UNIT 2 AND 2R
 DOES NOT LIST THE 16' WIDE OVERHEAD
 GARAGE DOOR OR THEIR WIND PRESSURES.
  
 13) THE NOA/ELEVATION REPORT FOR THE
 GLASS BLOCK IS MISSING.
  
 14) A PRODUCT APPROVAL FOR FIXED GLASS
 WINDOWS WAS SUBMITTED, HOWEVER, THERE
 AREN'T ANY SPECIFIED ON THE PLANS.
 PLEASE CLARIFY.
  
 15) THE TRUSS LAYOUTS AND DRAWINGS ARE
 REQUIRED TO HAVE THE ORIGINAL WET
 SIGNATURE OF THE TRUSS ENGINEER PER FAC
 61G15-23.002.
  
 16) THE ROOF PLAN ON S4 DOES NOT MATCH
 THE TRUSS LAYOUT. PLEASE REVISE.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714

Review Stop E ELECTRICAL
Rev No 2 Status P Date 2005-01-24 Cont ID  
Sent By dpalmer Date 2005-01-24 Time 15:51 Rev Time 0.50
Received By dpalmer Date 2005-01-24 Time 15:51 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2004-11-30 Cont ID  
Sent By dpalmer Date 2004-11-30 Time 06:57 Rev Time 0.33
Received By dpalmer Date 2004-11-30 Time 06:57 Sent To  
Notes
2004-11-30 00:00:00********* UNSAT **********
  
 1)NOTE: PLEASE SEE RECEPT ON 2' OF WALL
 IN BEDRM #2, APPEARS TO BE "IN" A WALL?
 210.52
  
 2)NOTE: IT HAS COME TO OUR ATTENTION
 THE
 SEC'S ARE ACTUALLY BEING INSTALLED BY
 THE ELECTRICAL CONTRACTOR AND NOT FPL>
 IF INDEED THIS WILL BE, THEN SEC'S ARE
 TO BE SHOWN ON RISER DIAGRAM AND MUST
 MEET 310.16 2002 NEC.
  
 3)NOTE: PLEASE ALSO SEE 250.66 FOR
 SIZING OF GROUNDING ELECTRODE
 CONDUCTOR.
 THIS MAY NEED TO BE CORRECTED ON RISER
 DUE TO SEC'S CHANGES?
 SHOWN AS 1/0 NOW, WHICH IS NOT LARGE
 ENOUGH.
 PLEASE ADJUST.
  
 4)NOTE: PLEASE SEE TITLE BLOCKS FOR
 ELECTRICAL AND MECHANICAL SHEETS.
 THESE STILL INDICATE A "FIRM".
 PLEASE ADJUST TITLE BLOCK OR INCLUDE
 LICENSE # AS REQUIRED UNDER FAC
 61G15-23.002, FS 471.023.
 PLEASE SEE THIS IS REQUIRED OF OTHER
 POSSIBLE SHEETS WHEATHER OR NOT COMMENT
 OS MADE BY OTHER REVIEWER(S).
  
 5)NOTE: PLEASE SEE PLANS STILL INDICATE
 A MAIN DISC AND 8-METERS. THIS COMMENT
 WAS GIVEN ONPREVIOUS REVIEW UNDER
 #04021360 THIS DOE NOT CORRELATE WITH
 RISER.
  
 PLEASE REMOVE ALL OLD/VOIDED SHEETS AND
 INSERT NEW REVISED SHEETS INTO COMPLETE
 SETS FOR REVIEW AND STAMPING.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]

Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2004-11-30 Cont ID  
Sent By mamini Date 2004-11-30 Time 14:45 Rev Time 0.50
Received By mamini Date 2004-11-30 Time 14:39 Sent To  
Notes
2004-11-30 00:00:00PASSED:
 1. SEE PERMIT #03101412 FOR UNDERGROUND
 UTILITIES AND SITE WORK.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2004-12-22 Cont ID  
Sent By nmccray Date 2004-12-22 Time 09:22 Rev Time 0.00
Received By nmccray Date 2004-12-22 Time 09:22 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2005-01-21 Cont ID  
Sent By mjacobs Date 2005-01-21 Time 09:09 Rev Time 0.00
Received By mjacobs Date 2005-01-21 Time 09:09 Sent To  
Notes
2005-01-21 00:00:00TO "COMM BD#38/RESUB

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2005-03-10 Cont ID  
Sent By kstevens Date 2004-12-23 Time 17:46 Rev Time 0.00
Received By rmcdouga Date 2005-03-10 Time 09:22 Sent To  
Notes
2004-11-29 00:00:00SENT TO COMM BD#48
 PRODUCT APPROVALE ON S.F.R.RACK ABOVE
 ELEC.

Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2005-01-27 Cont ID  
Sent By pkrauss Date 2005-01-27 Time 16:36 Rev Time 0.45
Received By pkrauss Date 2005-01-27 Time 15:34 Sent To  
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2004-12-04 Cont ID  
Sent By pkrauss Date 2004-12-04 Time 06:12 Rev Time 0.55
Received By pkrauss Date 2004-12-04 Time 06:11 Sent To  
Notes
2004-12-04 00:00:00***********PLAN CHECK***********
 DENIED:
 SEE COMMENT #4 BY DEWEY PALMER, FS
 471.023 & FAC 61G15-23-0002, TITLE
 BLOCKS & LICENSE NUMBERS.
  
 PLANS ARE OTHER WISE CODE COMPLIANT.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.

Review Stop P PLUMBING
Rev No 2 Status P Date 2005-02-17 Cont ID  
Sent By kstevens Date 2005-02-17 Time 07:49 Rev Time 0.95
Received By kstevens Date 2005-02-17 Time 07:49 Sent To  
Notes
***NONE***

Review Stop P PLUMBING
Rev No 1 Status P Date 2004-12-23 Cont ID  
Sent By kstevens Date 2004-12-23 Time 18:55 Rev Time 0.75
Received By kstevens Date 2004-12-23 Time 18:55 Sent To  
Notes
***NONE***

Review Stop Z ZONING
Rev No 4 Status P Date 2005-03-22 Cont ID  
Sent By eschneid Date 2005-03-22 Time 13:37 Rev Time 0.00
Received By eschneid Date 2005-03-22 Time 13:37 Sent To  
Notes
***NONE***

Review Stop Z ZONING
Rev No 3 Status P Date 2005-03-22 Cont ID  
Sent By eschneid Date 2005-03-22 Time 13:36 Rev Time 0.00
Received By eschneid Date 2005-03-22 Time 13:36 Sent To  
Notes
***NONE***

Review Stop Z ZONING
Rev No 2 Status P Date 2005-02-02 Cont ID  
Sent By eschneid Date 2005-02-02 Time 11:45 Rev Time 0.25
Received By eschneid Date 2005-02-02 Time 11:30 Sent To  
Notes
***NONE***

Review Stop Z ZONING
Rev No 1 Status F Date 2004-12-13 Cont ID  
Sent By eschneid Date 2004-12-13 Time 15:34 Rev Time 0.25
Received By eschneid Date 2004-12-13 Time 15:15 Sent To  
Notes
2004-12-13 00:00:00BUILDING EXCEEDS MAXIMUM TOWNHOUSE
 HEIGHT OF 35 FEET PER SECTION
 94-307(G)(6)C OF THE ZONING AND LAND
 DEVELOPMENT REGULATIONS.
 FALSE CHIMNEYS EXCEED MAXIMUM ALLOWED
 HEIGHT OF 38.5 FEET PER SECTION
 94-304(A) OF THE ZONING AND LAND
 DEVELOPMENT REGULATIONS.


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