Plan Review Details - Permit 01090226
Plan Review Stops For Permit 01090226
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2001-10-26 Cont ID  
Sent By dpalmer Date 2001-10-26 Time 10:23 Rev Time 0.00
Received By dpalmer Date 2001-10-26 Time 10:23 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2001-10-01 Cont ID  
Sent By dpalmer Date 2001-10-01 Time 14:03 Rev Time 0.00
Received By dpalmer Date 2001-10-01 Time 14:03 Sent To  
Notes
2001-10-01 00:00:00***************** UNSAT ***************
  
 1)NOTE: PLEASE SUBMIT AIC RATINGS FOR
 ALL NEW EQUIPMENT BEING INSTALLED.
 MAINS/PANELS/BREAKERS MUST BE RATED FOR
 THE AVAILABLE FAULT CURRENT PER 110-9.
  
 2) NOTE: PLEASE LIST THE REQ`D BATH(S)
 CIRCUIT(S) PER 210-11-C-3.
 MUST BE 20A AND #12AWG.
  
 3)NOTE: PLEASE NOTE THATNEW FOOTER
 STEEL TO BE BONDED TO SERVICE. 250-50
  
 4)NOTE: PLEASE CLARIFY RISER DIAGRAM
 SHOWING MAIN DISCONNECT, BUT PLANS DO
 NOT SHOW MAIN NEXT TO METER. PLEASE ALSO
 CLARIFY THE MAIN PANEL BEING SHOWN WITH
 A MCB.?
  
 5) PLEASE CLARIFY EQUIPMENT GROUNDING
 METHOD BETWEEN FIRST MEANS OF DISCONNECT
 AND PANEL(S). EQUIPMENT GROUNDING
 CONDUCTORS ARE TO BE SIZED BY 250-122.
  
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372

Review Stop M MECHANICAL (A/C)
Rev No 2 Status N Date 2001-10-26 Cont ID  
Sent By pkrauss Date 2001-10-26 Time 10:27 Rev Time 0.35
Received By pkrauss Date 2001-10-26 Time 10:25 Sent To  
Notes
2001-10-26 00:00:00 
 MECHANICAL PLANS TO BE SUBMITTED BY
 MECHANICAL CONTRACTOR AS PER LETTER
 DATED 10-18-01.MECHANICAL CONTRACTOR
 WILL BE RESPONSIBLE FOR SUBMITTING
 PERMIT/PLANS AS WELL AS FEES.

Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2001-10-02 Cont ID  
Sent By pkrauss Date 2001-10-02 Time 13:15 Rev Time 0.45
Received By pkrauss Date 2001-10-02 Time 13:14 Sent To  
Notes
2001-10-02 00:00:00*******************DENIED***************
  
  
 1.PLEASE PROVIDE INFORMATION ON THE
 EXISTING A/C.
  
 A.MAKE, MODEL, BTU & SEER/EER
 RATING.
  
 B.WHAT IS THE SQUARE FOOTAGE THAT
 THE UNIT IS CURRENTLY SUPPLYING
 AIR TO.NO CALCS ARE SUPPLIED
 TO DETERMINE IF EXISTING UNIT
 WILL BE ABLE TO SUPPLY AN
 ADDITIONAL 410 CFM AS INDICATED
 ON THE PLAN TO THE MASTER BED
 ROOM.
  
 3.ENERGY CALCS NEED TO ACCOMPANIED BY
 THE ACCA MANUAL J, ACCA MANUAL N, OR
 THE ASHRAE COOLING AND HEATING LOAD
 CALCULATION MANUAL AS PER FLORIDA
 ENERGY CODE SECTION 607.1.ABC.1.
  
 4.INICATE ON THE PLAN WHERE THE
 EXISTING AIR HANDLER UNITS RETURN
 AIR IS LOCATED.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.

Review Stop P PLUMBING
Rev No 2 Status P Date 2001-12-08 Cont ID  
Sent By kstevens Date 2001-12-08 Time 10:06 Rev Time 0.50
Received By kstevens Date 2001-12-08 Time 10:06 Sent To  
Notes
***NONE***

Review Stop P PLUMBING
Rev No 1 Status F Date 2001-11-01 Cont ID  
Sent By kstevens Date 2001-10-02 Time 12:44 Rev Time 0.33
Received By kstevens Date 2001-10-02 Time 12:44 Sent To  
Notes
2001-11-01 00:00:00FAILED
  
 1) PLEASE SUPPLY SCUPPER DETAILS FOR
 BALCONY IN CASE ALTERNATIVE GUARDRAIL IS
 USED. SHOW SIZE AND LOCATION OF SCUPPER
 AND OVERFLOW SCUPPER.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377

Review Stop R ROOF PLAN REVIEW
Rev No 6 Status F Date 2002-05-08 Cont ID  
Sent By rmcdouga Date 2002-05-08 Time 10:36 Rev Time 1.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-05-08 00:00:00FLOOR TRUSSES DENIED
  
 1) FLOOR TRUSS LAYOUT IS REQUIRED TO
 HAVE THE WET SIGNATURE, EMBOSSED SEAL
 AND DATE OF THE TRUSS ENGINEER.
  
 2)THE ENGINEERED TRUSS DRAWINGS FROM THE
 TRUSS COMPANY FOR THE FLOOR TRUSSES ARE
 REQUIRED TO BE SUBMITTED.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CALL:
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202

Review Stop R ROOF PLAN REVIEW
Rev No 5 Status P Date 2002-05-08 Cont ID  
Sent By rmcdouga Date 2002-05-08 Time 10:33 Rev Time 1.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-05-08 00:00:00REVISION TO CHANGE FROM ROOF TRUSSES TO
 CONVENTIONAL FRAMING IS OK.

Review Stop R ROOF PLAN REVIEW
Rev No 4 Status F Date 2002-03-11 Cont ID  
Sent By rmcdouga Date 2002-03-11 Time 18:30 Rev Time 1.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-03-11 00:00:00FLOOR TRUSSES DENIED
  
 1) PLEASE SUBMIT (2) TWO SETS OF TRUSS
 DRAWINGS AND LAYOUTS. (REQUIRED)
  
 2) THE TRUSS DRAWINGS AND LAYOUT REQUIRE
 THE ORIGINAL WET SIGNATURE, DATE AND
 EMBOSSED SEAL OF THE TRUSS ENGINEER.
  
 3) THE DRAWINGS AND LAYOUT ARE REQUIRED
 TO BE REVIEWED AND APPROVED BY THE
 DESIGNER OF RECORD FOR THE STRUCTURE.
 THE LAYOUT MUST BE STAMPED REVIEWED AND
 APPROVED BY THE ARCHITECT OR ENGINEER
 AND BE SIGNED BY THEM.
  
 4) SPECIFY ON THE TRUSS DRAWINGS AND
 LAYOUT THE DESIGN CRITERIA THAT IS BEING
 USED TO DESIGN THE TRUSSES.THE STRUCTURE
 WAS DESIGNED USING THE 1997 STANDARD
 BUILDING CODE SECTION 1606 WITH 110 MPH
 WIND SPEED (FASTEST MILE).
  
 5) THE ROOF TRUSS INFORMATION SUBMITTED
 (VALLEY DETAIL, PIGGYBACK, ETC.) IS NOT
 REQUIRED FOR FLOOR TRUSS REVIEW.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202

Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2001-12-08 Cont ID  
Sent By rmcdouga Date 2001-12-08 Time 11:35 Rev Time 2.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-12-08 00:00:00************BUILDING PROVISO************
  
 1)PROVIDE (2) CURRENT AND COMPLETE
 COPIES OF SBCCI OR METRO-DADE PRODUCT
 APPROVALS FOR:
 - DOUBLE HUNG WINDOWS (SHOWN ON PLANS)
 - CASEMENT WINDOWS (THE PRODUCT APPROVAL
 SUBMITTED HAD EXPIRED PRIOR TO 7-6-01,
 THE DATE APPLICATION FOR PERMIT WAS
 SUBMITTED)

Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2001-10-31 Cont ID  
Sent By rmcdouga Date 2001-10-31 Time 15:39 Rev Time 2.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-10-31 00:00:00*************BUILDING UNSAT*************
  
 1) PERMIT CAN NOT BE ISSUED UNTIL PLANS
 APPROVED BY THE HISTORIC PRESERVATION
 BOARD WITH THE PARAPET WALL (GUARDRAIL)
 AROUND THE BALCONY ARE SUBMITTED FOR
 REVIEW. STRUCTURAL DRAWINGS MUST BE
 SIGNED, SEALED AND DATED BY THE DESIGNER
 OF RECORD (ENGINEER).
  
 2) INDICATE NUMBER, SIZE AND LOCATION OF
 SCUPPERS AND OVERFLOW SCUPPERS ON THE
 PLANS. SCUPPERS AND OVERFLOWS MUST
 COMPLY WITH CHAPTER 11 OF THE S.P.C. AND
 SECTION 1517.6.4 OF THE SBC.
  
 3) THE DRAWN IN OR RED LINED REVISIONS
 TO THE PLANS MUST BE INITIALED BY THE
 DESIGNER OF RECORD (ENGINEER).
  
 4) PROVIDE ENERGY CALCULATIONS
 AS REQUIRED BY THE 1997 FLORIDA ENERGY
 EFFICIENCY CODE FOR BUILDING
 CONSTRUCTION. (THEY WERE MISSING FROM
 RESUB)
  
 5) PROVIDE PRODUCT APPROVALS FOR DOUBLE
 HUNG WINDOWS.
  
 6) SEPARATE PERMITS AND WILL BE REQUIRED
 FOR ROOFING, MECHANICAL AND ELECTRICAL.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202

Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2001-10-01 Cont ID  
Sent By rmcdouga Date 2001-10-01 Time 09:42 Rev Time 4.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-10-01 00:00:00*************BUILDING UNSAT*************
  
 1) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) PROVIDE AT LEAST ONE BATHROOM WITH A
 DOOR THAT HAS A 29 INCH CLEAR OPENING AS
 REQUIRED BY THE 97 FL ACCESSIBILITY CODE
 FOR BUILDING CONSTRUCTION.
  
 3) NEW WINDOWS IN THE SECOND FLOOR BED-
 ROOM (ABOVE THE SUNPORCH) MUST COMPLY
 WITH SECT. 1005.4 OF THE 97 SBC. FOR
 MINIMUM HEIGHT, WIDTH AND NET CLEAR
 OPENING AREA FOR EGRESS.
  
 4) PROVIDE (2) PRODUCT APPROVALS, KEY
 PLANS AND INSTALLATION SCHEDULES
 INDICATING THE SPECIFIC TYPES OF ANCHORS
 TO BE USED FOR STORM PANELS. MISSLE
 IMPACT PROTECTION IS REQUIRED FOR FRENCH
 DOORS(SEE PRODUCT APPROVAL)AND ANY OTHER
 GLAZED OPENINGS THAT ARE NOT IMPACT
 RESISTENT.
  
 5) STAIR WINDERS MUST COMPLY WITH SECT.
 1007.8.1 OF 97 SBC ( MIN. OF 6" TREAD
 DEPTH AT THE NARROW EDGE & MIN. TREAD
 DEPTH OF 11" AT A POINT 12" FROM THE
 NARROW EDGE.
 SECT. 3401.2.1 THE BUILDING OFFICIAL
 SHALL DETERMINE THE EXTENT TO WHICH THE
 EXISTING SYSTEM SHALL BE MADE TO CONFORM
 TO THE REQUIREMENTS OF THE TECHINICAL
 CODES FOR NEW CONSTRUCTION.
  
 6) SHEET A-1 STATES THAT THE MINIMAL
 POSITIVE AND NEGATIVE DESIGN PRESSURE
 FOR ALL WINDOWS AND DOORS IS 34 PSF.
 HOWEVER,THE STRUCTURAL NOTES ON SHEET
 A-2 FOR A TWO STORY STRUCTURE INDICATE
 A MINIMUM OF 39 PSF.
  
 7) PROVIDE THE PRODUCT APPROVAL AND
 MANUFACTURERS SPECIFICATIONS FOR BUR
 USED ON BALCONY.
  
 8) PROVIDE DETAILS AND SPECIFICATIONS
 FOR THE CAST STONE BALLUSTRADE SHOWING
 COMPLIANCE WITH 97 SBC SECT. 1015.3
 (SPACING OF INTERMEDIATE RAILS),1608.2.2
 (APPLIED LOADS) AND 1609.1.2 (ANCHORING
 FOR WINDLOADS).
  
 9) PROVIDE DETAILS OF STEEL COLUMNS,
 COLUMN BASES AND COLUMN CAPS INDICATING
 THE THICKNESS OF THE STEEL, TYPE OF
 WELDS, SIZE OF PLATES, SIZE AND SPACING
 OF HOLES AND IMBEDS, ETC. FOR THE
 COLUMNS AT THE FRONT PORCH AND AT THE
 LOGGIA.
  
 10) SEPARATE PERMITS WILL BE REQUIRED
 FOR ROOFING, MECHANICAL, PLUMBING AND
 ELECTRICAL.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202

Review Stop Z ZONING
Rev No 1 Status P Date 2001-09-28 Cont ID  
Sent By rmcdouga Date 2001-09-28 Time 11:48 Rev Time 0.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-09-28 00:00:00OK PER S.GRAHAM 9-10-01 RM


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