Plan Review Details - Permit 02061460
Plan Review Stops For Permit 02061460
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-07-08 Cont ID  
Sent By dpalmer Date 2002-07-08 Time 16:52 Rev Time 0.00
Received By dpalmer Date 2002-07-08 Time 13:26 Sent To B
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2002-11-21 Cont ID  
Sent By hmoser Date 2002-11-21 Time 18:17 Rev Time 0.50
Received By hmoser Date 2002-11-21 Time 18:17 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-07-06 Cont ID  
Sent By hmoser Date 2002-07-06 Time 12:23 Rev Time 0.33
Received By hmoser Date 2002-07-06 Time 12:23 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-06-25 Cont ID  
Sent By jleech Date 2002-06-25 Time 19:44 Rev Time 0.33
Received By jleech Date 2002-06-25 Time 19:44 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 09:32 Rev Time 4.00
Received By jgomez Date 2002-08-28 Time 16:50 Sent To  
Notes
2002-08-29 00:00:00APPROVED 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 CHECK FOR
 LATERAL STABILITY (SEC. 2105 FBC 2001)
 AND LATERAL SUPPORT (SEC. 2107 FBC).
 2-PROVIDE COMPLETE DETAILS AND SPECS FOR
 CONSTRUCTION OF GABLE END TRUSSES AT
 FRONT OF ELEVATION SHOWING HOW ARE THE
 GABLE ENDS STRUCTURALLY CONTINUOUS.
 **NOTE: CLARIFY WHY BLOCKING AT FRONT
 GABLE ENDS IS SHOWN ONLY PARTIALLY AND
 NOT ALL THE WAY TO THE ENDS OF GABLE
 ENDS. SEC. 104.2.1.2 CITY AMENDMENTS
 TO FBC 2001.
 3-SHEET S2:A)CONNECTOR RT820 IS NOT DONE
 BY USP. REVISE AS REQUIRED. SEMCO IS
 OUT OF BUSINESS.
 B)REVISE NOMENCLATURE FOR DETAIL A/S-2.3
 THERE IS NOT SHEET S-2.3.
 C)COLUMNS SPECIFIED ON "ELEVATION A"
 DON'T MATCH THOSE SPECIFIED ON THE
 FOUNDATION PLAN. REVISE AS REQUIRED.
 D)WHERE IS SECTION 1/S2? SEE ROOF PLAN.
 4-REVISE ENERGY CALCULATIONS:
 A)UNDER ATTIC AREA TO BE CALCULATED AS
 REQ'D BY SEC. 602.1ABC.1.2 OF CHAPTER
 13 OF FBC 2001.
 B)OWNER/AGENT TO DATE BOTTOM FORM TOO.
 5-PROVIDE COMPLETE/CORRECT INFORMATION
 FOR STORM SHUTTERS UNDER A SEPARATE
 PERMIT. CITY IMPLEMENTATION STANDARD
 FOR HURRICANE MISSILE IMPACT PROTECT'N
 **NOTE: ENGINEER OF PRODUCT APPROVAL
 SUBMITTED REQUIRES ORIGINAL SIGNED AND
 SEALED DRAWINGS. ALSO, LIMITATIONS ON
 THE PRODUCT APPROVAL REPORT REQUIRES
 ADDITIONAL ENGINEERING FOR SPECIFIC
 MOUNTING CONDITIONS. SEE LIMITATIONS
 ON SHEET 4 OF 4.
 **NO KEY PLAN AND INSTALLATION SCHEDULE
 WERE SUBMITTED IN THIS PACKAGE.
 6-PROVIDE STRUCTURAL BUCK DETAIL FOR
 ARCHED WINDOW USING 2X BUCK.
 **NOTE: FRAMING DETAIL FOR ARCHED OPEN'G
 DOESN'T APPLY FOR INSTALLATION OF
 WINDOWS/DOORS BECAUSE BUCK SHOWN DOES
 NOT HAVE THE THICKNESS REQUIRED TO
 SUPPORT THE WINDOW/DOOR.
 **NOTE: NEED DETAIL FOR MASONRY AND WOOD
 INSTALLATION. SEE ELEVATION.
 7-PROVIDE GENERAL SPECIFICATIONS FOR
 FIREBLOCKING AT ALL CONCEALED SPACES
 AS REQUIRED BY SEC. 2305.1.4 FBC 2001.
 8-SEE PRODUCT APPROVAL FOR GARAGE DOOR
 STRUCTURAL BUCK SPECIFICATIONS AND
 REVISE DETAIL AS REQUIRED.
 9-PROVIDE MORE LEGIBLE DRAWINGS FOR
 GARAGE DOORS.
 10-WINDOW E IN BATHROOM #2 IS REQUIRED
 TO HAVE SAFETY GLASS. SEC. 2405.2 FBC
 11-WHERE IS DETAIL A/S2?
 12-UPDATE TRUSS ANCHOR SCHEDULE.
 **NOTE A)NEED 1 3/4" PENETRATION INTO
 THE WOOD MEMBER IF USING 10D NAILS.
 **PROVIDE ENGINEERING CALCULATIONS FOR
 VALUES NOT SHOWN IN USP CATALOGUE.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2002-08-14 Cont ID  
Sent By rmcdouga Date 2002-08-14 Time 18:11 Rev Time 4.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-08-14 00:00:00BUILDING DENIED
  
 1) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) INDICATE THE APPLICABLE INTERNAL
 PRESSURE COEFFICIENT AND BASIC WIND
 PRESSURE ON THE PLANS AS REQUIRED BY
 FBC 1606.1.7.
  
 3) PLEASE REVISE GENERAL NOTE #6 TO
 REFERENCE THE 2001 FLORIDA PLUMBING CODE
  
 4) GENERAL NOTE #13 ON A-1 IS ILLEGIBLE.
  
 5) THERE IS NO SECTION A ON SHEET A-3 AS
 REFERENCED ON SHEET A-1. SECTION B ON
 A-3 APPEARS TO BE MISLABELED. PLEASE
 CORRECT.
  
 6) PROVIDE SOIL BEARING TEST REPORT PER
 FBC SECT. 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
 SECT. 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) PROVIDE (2) CURRENT AND COMPLETE
 COPIES OF SBCCI OR METRO-DADE PRODUCT
 APPROVALS FOR:
 - SINGLE HUNG WINDOWS (COVER SHEET DOES
 NOT GO WITH THE OTHER PAGES WHICH ARE
 EXPIRED)
 - LARGE ARCH TOP FIXED GLASS WINDOW AT
 REAR ABOVE SLIDING GLASS DOOR.
 - STRUCTURAL MULLIONS (EXPIRED)
  
 12) PROVIDE INSTALLATION SCHEDULE FOR
 STORM PANELS.
  
 13) PROVIDE A DIAPHRAGM NAILING SCHEDULE
 AND IDENTIFY THE ROOF NAILING ZONES PER
 CHAPTER 23 OF CITY AMENDMENTS TO THE
 2001 FBC.
  
 14) 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 THE PLANS THAT WWF
 WILL BE SUPPORTED AS REQUIRED.
  
 15) 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 WHERE THEY MEET
 THE MASONRY WALL? ARE THE BEARING POINTS
 OF THESE TRUSSES THE TOP CORD?
  
 16) PLEASE CORRECT NOTE 1 UNDER
 FOUNDATION NOTES ON C-1 TO 6 MIL POLY
 AS REQUIRED BY FBC 1909.2.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop Z ZONING
Rev No 1 Status P Date 2002-06-25 Cont ID  
Sent By sgraham Date 2002-06-25 Time 10:02 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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