Plan Review Details - Permit 02070027
Plan Review Stops For Permit 02070027
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-07-16 Cont ID  
Sent By btrobaug Date 2002-07-16 Time 09:38 Rev Time 0.00
Received By btrobaug Date 2002-07-16 Time 07:03 Sent To M
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2002-12-14 Cont ID  
Sent By rregueir Date 2002-12-14 Time 09:17 Rev Time 0.50
Received By rregueir Date 2002-12-14 Time 09:06 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-07-20 Cont ID  
Sent By btrobaug Date 2002-07-16 Time 09:38 Rev Time 0.50
Received By hmoser Date 2002-07-20 Time 08:13 Sent To  
Notes
2002-07-20 00:00:00PASS/PRIVISO
 1) MEED FRESH AIR CALCULATIONS FOR ROUGH
 2) REFER TO SECTION 601.4 FOR R/A SIZE
 3) NEED PROGRAMMABLE T.STAT FOR FINAL
 PLAN REVIEW BY HAROLD MOSER 7/20/02
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-07-06 Cont ID  
Sent By jleech Date 2002-07-06 Time 10:16 Rev Time 0.33
Received By jleech Date 2002-07-06 Time 10:16 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2002-08-29 Cont ID  
Sent By jgomez Date 2002-08-29 Time 18:09 Rev Time 4.00
Received By jgomez Date 2002-08-29 Time 18:09 Sent To  
Notes
2002-08-29 00:00:00BUILDING REVIEW APPROVED WITH PROVISO:
 1-PROVIDE ENGINEERING ANALYSIS/CALCS FOR
 EXTERIOR MASONRY WALL WITH VERTICAL
 REINFORCEMENT AT 8'-0"O.C. TIED TO THE
 SINGLE BOND BEAM TO CLARIFY FOR LATE-
 RAL STABILITY (SEC. 2105 FBC 2001) AND
 LATERAL SUPPORT (SEC. 2107 FBC 2001).
 2-PROVIDE COMPLETE DETAILS/SPECS FOR
 INSTALLATION OF GABLE END TRUSSES AT
 FRONT ELEVATION.SEE SEC. 2313 FBC.
 **CLARIFY WHY BLOCKING AT FRONT GABLES
 IS SHOWN PARTIALLY AND NOT ALL THE WAY
 DOWN TO THE ENDS. SEC. 104.2.1.2 CITY
 AMENDMENTS TO FBC 2001.
 3-SHEET S2: CONNECTOR RT820 ON NOTE #2
 IS NOT DONE BY USP. REVISE AS REQ'D.
 4-COLUMNS SPECIFIED ON ELEVATION A OF S2
 DON'T MATCH FOUNDATION PLAN. REVISE.
 5-WHERE IS SEC. 1/S2?. SEE ROOF PLAN.
 6-ENERGY CALCULATIONS SUBMITTED ARE
 MISSING BOTTOM OF PAGE. PROVIDE TWO
 COPIES & OWNER/AGENT TO SIGN AND DATE.
 7-PROVIDE COMPLETE/CORRECT INFORMATION
 FOR STORM SHUTTERS UNDER A SEPARATE
 PERMIT. CITY IMPLEMENTATION STANDARD
 FOR HURRICANE MISSILE IMPACT PROTECT'N
 **PRODUCT APPROVAL SUBMITTED REQUIRES
 ENGINEER TO SIGN AND SEAL THE DRAWINGS
 AND PROVIDE ADDITIONAL ENGINEERING FOR
 CERTAIN MOUNTING CONDITIONS.
 **ALSO, VERIFY THAT KEY PLAN AND INSTA-
 LLATION SCHEDULE MATCH DWGS SUBMITTED.
 8-PROVIDE 2X STRUCTURAL BUCK DETAIL FOR
 ARCHED WINDOW.
 **DETAIL PROVIDED FOR ARCHED OPENINGS
 DOESN'T APPLY BECAUSE 1X BUCK WILL NOT
 SUPPORT THE WINDOW.
 **NEED DETAIL FOR FRAMED OPENING AND
 MASONRY WALL. SEE EXT. ELEVATIONS.
 9-PROVIDE GENERAL SPECIFICATIONS FOR
 FIREBLOCKING AT ALL CONCEALED SPACES.
 SEE SEC. 2305.1.4 FBC 2001.
 10-SEE PRODUCT APPROVAL FOR GARAGE DOOR
 BUCK REQUIREMENTS AND REVISE DETAIL AS
 REQUIRED.
 11-WINDOW E IN BATHROOM #2 IS REQUIRED
 TO HAVE SAFETY GLASS. SEC. 2405.2 FBC.
 12-UPDATE TRUSS CONNECTOR TO MATCH USP
 ENGINEERED CALCULATIONS. PROVIDE
 ENGINEERING CALCS FOR LOADS DIFFERENT
 THAN THOSE SPECIFIED BY USP.
 **NOTE: NEED 1 3/4" PENETRATION INTO THE
 WOOD MEMBER WHEN USING 10D NAILS.
 13-PROVIDE COMPLETE DETAILS AND SPECS
 FOR INSTALLATION OF PRECAST LINTELS AT
 REAR PORCH. SPECIFY HOW IS COLUMN RE-
 INFORCEMENT CONNECTED TO THE LINTEL
 AND HOW ARE THE LINTELS TIED ONE
 ANOTHER TO ACHIEVE THE CONTINUITY OF
 THE BEAM AT THE PORCH AREA. AND HOW IS
 THE LINTEL ATTACHED TO MASONRY WALL.
 SEC. 104.2.1.2 CITY AMENDMENTS.
 14-REVISE LINTEL SCHEDULE TO MATCH THE
 OPENINGS SHOWN ON FOUNDATION PLAN.
 EG: CHECK DIMENSIONS AT REAR PORCH.
 **WHY IS CENTER LINTEL L-11 @ REAR PORCH
 LOCATED AT 12'-0"?.
 **CLARIFY WHAT IS 8F20-1B SPECIFIED ON
 LINTEL # L-17.
 15-PROVIDE DETAILS & SPECS FOR PRIVACY
 WALL AT FRONT AND ZERO LOT LINE SIDE.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 16-PROVIDE PRODUCT APPROVAL FOR:
 A)DOUBLE FRENCH DOORS WITH SIDELITES
 SINGLE ASSEMBLY AS SHOWN ON PLANS.
 B)GARAGE DOORS
 17-SHEET A-2: KEY NOTE #4 DOESN'T APPLY
 FOR FRAMING AT ARCHED OPENINGS.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2002-08-15 Cont ID  
Sent By rmcdouga Date 2002-08-15 Time 14:49 Rev Time 4.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-08-15 00:00:00BUILDING DENIED
  
 1) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) NOTE 1 UNDER FOUNDATION NOTES ON C-1
 CALLS FOR 0.004 VISQUEEN. PLEASE CORRECT
 6 MIL POLY IS REQUIRED. SEE FBC 1909.2.
  
 3) PLEASE REVISE GENERAL NOTE #6 TO
 REFERENCE THE 2001 FLORIDA PLUMBING CODE
  
 4) GENERAL NOTE #13 IS ILLEGIBLE.
  
 5) THERE IS NO SECTION A ON A-3 AS
 REFERENCEDON A-1. SECTION B ON A-3
 APPEARS TO BE MISLABELED. PLEASE CORRECT
  
 6) PROVIDE SOIL BEARING TEST REPORT PER
 FBC 1804.2.2. A SIGNED AND SEALED COPY
 TO BE SUBMITTED FOR PUBLIC RECORD.
  
 7) THE WINDOW (E) IN BATHROOM #2 IS
 REQUIRED TO BE SAFETY GLASS PER FBC
 SECTION 2405.2.1 (2).
  
 8) THE FOOTINGS ARE SHOWN AS 18" THICK
 ON A-4 AND 16" THICK ON S-1. PLEASE
 CORRECT.
  
 9) THE STRUCTURAL NOTES ON S-1 INDICATE
 THAT THE FOOTINGS ARE DESIGNED FOR
 ALLOWABLE SOIL BEARING PRESSURE OF
 2000 PSF AND SOIL STATEMENT ON SAME
 SHEET HAS 2500 PSF. PLEASE CLARIFY.
  
 10) NOTE 3 ON S-2 STATES THAT TRUSS
 LOADS WERE CALCULATED BASED ON 97 SBC
 110 MPH WIND VELOCITY. PLEASE CORRECT TO
 2001 FBC 140 MPH WIND VELOCITY.
  
 11) THE RTPGA820 ON S-2 IS A SEMCO STRAP
 SEMCO IS NO LONGER IN BUSINESS. PLEASE
 SPECIFY A COMPARABLE USP OR SIMPSON
 ANCHOR.
  
 12) ON SHEET S-2 REFERENCE IS MADE TO
 A ON S-2.3. THERE IS NO SHEET S-2.3.
 PLEASE CORRECT.
  
 13) INDICATE THE CEILING MATERIALS FOR
 THE COVERED PORCH AND ENTRY.
  
 14) THE TWO MIDDLE COLUMNS AT THE REAR
 COVERED PORCH ARE MISLABELED. THEY
 SHOULD BE LABELED FC1 COLUMNS.
  
 15) THE 10'-6" L-10 LINTELS ON SHEET S-1
 CAN NOT SPAN THE 11'-6" BETWEEN THE
 COLUMNS AT THE REAR PORCH AS INDICATED
 ON THE PLANS. PLEASE CORRECT.
  
 16) THERE IS NO DETAIL A ON S-2 AS
 REFERENCED ON S-2.
  
 17) THE AREA UNDER ATTIC ON THE ENERGY
 CALCS. IS NOT CORRECT. IT DOES NOT
 INCLUDE THE ADDITIONAL AREA CREATED BY
 THE VAULTED CEILING. PLEASE CORRECT.
  
 18) PROVIDE A DIAPHRAGM NAILING SCHEDULE
 AND IDENTIFY THE ROOF NAILING ZONES PER
 CHAPTER 23 OF THE CITY AMENDMENTS TO THE
 2001 FBC.
  
 19) FL BLDG 1909.3 (EXEPTION# 2)
 CONCRETE SLABS ON GRADE CONTAINING 6X6/
 W1.4XW1.4 WELDED WIRE REINFORCEMENT
 FABRIC LOCATED IN THE MIDDLE TO THE
 UPPER 1/3RD OF THE SLAB SHALL BE SUP-
 PORTED BY APPROVED MATERIALS OR SUPPORTS
 AT SPACING NOT TO EXCEED 3 FT OR IN
 ACCORDANCE WITH MANUFACTURER'S SPEC.
 PLEASE INDICATE ON PLANS THAT WWF WILL
 BE SUPPORTED AS REQUIRED.
  
 20) PROVIDE (2) CURRENT AND COMPLETE
 COPIES OF SBCCI OR METRO-DADE PRODUCT
 APPROVALS FOR:
 - DOUBLE FRENCH DOORS WITH SIDELITES
 - SINGLE HUNG WINDOWS (COVER SHEET IS
 DIFFERENT FROM THE REST OF THE PAGES)
 - LARGE ARCH TOP FIXED GLASS WINDOW AT
 REAR ABOVE FRENCH DOOR
 - STRUCTURAL MULLIONS
  
 21) STORM PANELS: THE DIMENSIONS ON THE
 KEY PLAN FOR OPENING #7 ARE INCORRECT.
 THE SHUTTER WIDTH FOR OPENING #8 IS
 TO SHORT. PLEASE CORRECT.
  
 22) THE ANCHORS FOR THE TRUSSES SHOWN IN
 SECTIONS 6 AND 7 ON S-2 ARE NOT
 SPECIFIED. HOW ARE THE BOTTOM CORDS OF
 THESE TRUSSES ANCHORED? ARE THE BEARING
 POINTS OF THESE TRUSSES THE TOP CORD?
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop Z ZONING
Rev No 1 Status P Date 2002-07-03 Cont ID  
Sent By sgraham Date 2002-07-03 Time 12:11 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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