Plan Review Details - Permit 02070032
Plan Review Stops For Permit 02070032
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-07-16 Cont ID  
Sent By btrobaug Date 2002-07-16 Time 07:02 Rev Time 0.00
Received By btrobaug Date 2002-07-16 Time 06:28 Sent To M
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-01-30 Cont ID  
Sent By dpalmer Date 2003-01-30 Time 14:45 Rev Time 0.00
Received By dpalmer Date 2003-01-30 Time 14:45 Sent To M
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2002-11-01 Cont ID  
Sent By btrobaug Date 2002-11-01 Time 14:02 Rev Time 0.00
Received By btrobaug Date 2002-11-01 Time 14:02 Sent To R
Notes
2002-11-01 00:00:00TO JULIO./WRT.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2003-02-25 Cont ID  
Sent By rregueir Date 2003-02-25 Time 17:57 Rev Time 0.33
Received By rregueir Date 2003-02-25 Time 17:57 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-07-20 Cont ID  
Sent By dpalmer Date 2003-01-30 Time 14:45 Rev Time 0.50
Received By hmoser Date 2002-07-20 Time 07:54 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-07-06 Cont ID  
Sent By jleech Date 2002-07-06 Time 10:28 Rev Time 0.33
Received By jleech Date 2002-07-06 Time 10:28 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2002-11-07 Cont ID  
Sent By jgomez Date 2002-11-07 Time 18:16 Rev Time 2.00
Received By jgomez Date 2002-11-07 Time 18:15 Sent To  
Notes
2002-11-07 00:00:00BUILDING REVIEW APPROVED WITH PROVISO:
 1-STORM SHUTTERS:
 A)DESIGN PRESSURES SPECIFIED HAVE LIMI-
 TATIONS ON PANELS SPAN. SEE DESIGN
 PRESSURES CALCULATED BY THE ARCHITECT
 AND REVISE SCHEDULE AS REQUIRED. ALSO,
 CLARIFY ANCHOR USED. RAWL OR CAULK-IN.
 B)MARK ON DRAWINGS SPECIFIC MOUNTING
 CONDITIONS AND ANCHOR TYPE & SPACING
 TO BE USED.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2002-09-04 Cont ID  
Sent By btrobaug Date 2002-11-01 Time 14:03 Rev Time 3.00
Received By jgomez Date 2002-09-04 Time 16:25 Sent To  
Notes
2002-09-04 00:00:00SECOND CHECKLIST:
 1-NEED RECORDED NOTICE OF COMMENCEMENT.
 2-REVISE ENTRY DOORS SIZE TO PROVIDE THE
 32" MIN. CLEAR OPENING REQUIRED BY
 TABLE 1004 FBC 2001.
 3-WINDOW @ ENTRY PORCH EXCEEDS MAX. % OF
 OPENINGS ALLOWED BY TABLE 600 FBC 2001
 **NOTE: NOTE #37 ON FLOOR PLAN WAS NOT
 CHANGED.
 4-SPECIFY FIREBLOCKING MATERAILS AND
 LOCATION AT STAIRS. INCLUDING AT TOP
 OF STAIRS. SEC. 2305.1.4 FBC 2001.
 **NOTE: ALSO, PROVIDE GENERAL SPECS FOR
 REQUIRED FIREBLOCKING AT ALL CONCEALED
 SPACES AS REQ'D BY SEC. 2305.1.4 FBC.
 5-PROVIDE DRAFSTOPPING AT AREAS NOT TO
 EXCEED 500 S.F. SEC. 2305.2.2 FBC 2001
 6-SPECIFY FIRECUT REQUIREMENTS ON THE
 STRUCTURAL WALL SECTIONS. SEC. 2305.4
 7-PROVIDE COMPLETE/CORRECT INFORMATION
 FOR STORM SHUTTERS OR APPLY FOR A SE-
 PARATE PERMIT AS REQUIRED BY CITY
 IMPLEMENTATION STANDARD FOR HURRICANE
 MISSILE IMPACT PROTECTION.
 **NOTE: NEED SIGNED AND SEALED DWGS AS
 REQUIRED BY THE ENGINEER. ALSO NEED
 ADDITIONAL ENGINEERING FOR SPECIFIC
 MOUNTING INSTALLATION. SEE LIMITATIONS
 ON PRODUCT APPROVAL SHEET 4 OF 4.
 8-REVISE STAIR KEY NOTE #1. HEIGHT OF
 STAIR HANDRAIL TO BE BET. 34" AND 38"
 MAX. SEE SEC. 1007.5.1 FBC 2001.
 9-SECOND FLOOR FRAMING PLAN: PROVIDE
 DETAIL SHOW'G HOW USP HL210 PURLING
 HANGER APPLIED TO HOLD GIRDER TRUSSES.
 **IMPORTANT. SEE USP CATALOGUE FOR USE
 AND CORRECT LOADS.
 10-SECTION 4/S3 IS CALLED 5/S3 ON ROOF
 PLAN. REVISE AS REQUIRED.
 11-REVISE TRUSS CONNECTOR SCHEDULE. SEE
 USP CATALOGUE.
 **NOTE A) PROVIDE ENGINEERING CALCS FOR
 LOADS DIFFERENT THAN THOSE ON USP.
 **NOTE B) TAKE INTO CONSIDERATION THAT
 10D NAILS NEED 1 3/4" MIN. PENETRATION
 TO GET FULL VALUE.
 **NOTE C) MAKE SURE THAT IF CHANGING THE
 NAIL TYPE,THEN VALUES SHALL BE CHANGED
 ACCORDINGLY.
 12-SOME CONNECTORS ARE MISSING ON ROOF
 FRAMING PLAN. EG: SPECIFY CONNECTOR
 FOR A CALCULATED UPLIFT OF 2537#.
 13-CONNECTOR TC-5 DOESN'T RESIST THE
 LOADS CALCULATED ON ROOF FRAMING PLAN
 FOR GIRDER TRUSS AT RIGHT HAND SIDE.
 14-ROOF SHEATHING & NAILING NOTE ON DWG
 S3, SECTION 4/S3 & DIAPHRAGM SCHEDULE
 HAVE DIFFERENT SPECS. REVISE AS REQ'D.
 **NOTE: KEEP IN MIND THAT FOR MEAN ROOF
 HEIGHT BET. 25' & 35' NEED TO USE 8D
 RING SHANK MIN. AS REQUIRED BY TABLE
 2306.1 CITY AMENDMENTS TO FBC 2001.
 15-SHOW NAILING ZONES IN ROOF FRAMING
 PLAN. SEE TABLE 2306.1 CITY AMENDMENTS
 16-DESIGN PRESSURES FOR ENTRY DOORS ARE
 SHOWN DIFFERENT ON THE FLOOR PLAN AND
 THE EXTERIOR ELEVATION. REVISE S REQ'D
 17-SEE GARAGE DOOR PRODUCT APPROVAL FOR
 STRUCTURAL BUCK REQUIREMENTS & REVISE
 DETAIL AS REQUIRED.
 **NOTE A)KEEP IN MIND THAT STRUCTURE IS
 NOT POURED CONCRETE BUT CONCRETE BLOCK
 **NOTE B)DON'T FORGET TO SPECIFY WASHER
 SIZE. SEC. 104.2.1.2 CITY AMENDMENTS.
 18-PROVIDE STRUCTURAL BUCK DETAIL FOR
 ATTACHMENT OF DOUBLE 2X BUCK FOR ENTRY
 DOORS WHEN MASONRY OPENING IS REVISED
 TO RECEIVE (2)3'-0" WIDE DOORS.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 19-SHEET A2: UPDATE NOTE #6. REFERENCE
 FLORIDA PLUMBING CODE 2001, NOT SBC/94
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2002-08-22 Cont ID  
Sent By jgomez Date 2002-08-22 Time 12:14 Rev Time 4.00
Received By jgomez Date 2002-08-22 Time 12:14 Sent To  
Notes
2002-08-22 00:00:00CHECKLIST:
 1-NEED RECORDED NOTICE OF COMMENCEMENT.
 2-REVISE ENTRY DOORS SIZE TO PROVIDE THE
 32" MIN. CLEAR OPENING REQUIRED BY
 TABLE 1004 FBC 2001.
 3-WINDOW @ ENTRY PORCH EXCEEDS MAX. %
 OF OPENINGS ALLOWED BY TABLE 600 FBC.
 4-SPECIFY FIREBLOCKING MATERIALS AND
 LOCATION AT STAIRS. INCLUDING AT TOP
 OF STAIRS. SEC. 2305.1.4 FBC 2001.
 **NOTE: PROVIDE GENERAL SPECS FOR REQ'D
 FIREBLOCKING AT ALL CONCEALED SPACES.
 SEE SEC. 2305.1.4 FBC 2001.
 5-SPECIFY DRAFTSTOPPING LOCATIONS AND
 MATERIAL @ 2ND FL. FRAMING PLAN AS
 REQUIRED BY SEC. 2305.2.2 FBC 2001.
 **NOTE: FIRESTOPPING TO BE PLACE AT
 AREAS NOT TO EXCEED 500 S.F.
 6-SPECIFY FIRECUT REQUIREMENTS ON THE
 STRUCTURAL WALL SECTIONS. SEC. 2305.4
 7-PROVIDE SOIL TEST REPORT.
 8-SPECIFY SUPPORTS AND SPACING FOR WWM
 IN CONCRETE SLAB. SEE SEC. 1909.3 FBC
 9-PROVIDE COMPLETE/CORRECT INFORMATION
 FOR STORM PANELS OR APPLY FOR SEPARATE
 PERMIT. CITY IMPLEMENTATION STANDARD
 FOR HURRICANE MISSILE IMPACT PROTECT'N
 10-PROVIDE PRODUCT APPROVAL FOR DOORS,
 WINDOWS AND WINDOW MULLIONS ASSEMBLIES
 11-REVISE STAIR KEY NOTE #1. HEIGHT OF
 STAIR HANDRAILS TO BE BET. 34" & 38"
 MAX. SEE SEC. 1007.5.1 FBC 2001.
 12-SECOND FLOOR FRAMING PLAN:
 PROVIDE DETAIL SHOWING HOW USP HANGER
 HL210 IS APPLIED ON GIRDER TRUSSES
 RESTING ON THE MASONRY WALL BY THE 2
 SIDES OF STAIRWAY. SEE USP CATALOGUE
 FOR SIZE OF HANGER AND LOAD CAPACITY.
 13-SECTION 4 OF S3 IS CALLED 5/S3 ON
 ROOF PLAN. REVISE AS REQUIRED.
 14-NOTE ON BUCKET DETAILS SHEET S2 CALLS
 FOR 1/4" WELDING. ALL BUCKET DETAILS
 CALL FOR 3/16". REVISE AS REQUIRED.
 15-REVISE TRUSS CONNECTOR SCHEDULE:
 SEE USP CATALOGUE FOR CALCULATED LOADS
 ACCORDING TO TYPE AND # OF NAILS USED.
 16-SOME CONNECTORS ARE MISSING ON ROOF
 FRAMING PLAN. SPECIFY AS REQUIRED.
 17-CONNECTOR TC-5 DOESN'T RESIST UPLIFT
 LOADS CALCULATED ON ROOF PLAN. REVISE
 AS REQUIRED.
 18-ROOF SHEATHING & NAILING NOTE ON DWG
 S3, SECTION 4 OF S3 AND DIAPHRAGM
 SCHEDULE HAVE DIFFERENT SPECS.
 **NOTE: KEEP IN MIND THAT FOR MEAN ROOF
 HEIGHT BET. 25' & 35' NEED TO USE 8D
 RING SHANK MIN. AS REQUIRED BY TABLE
 2306.1 CITY AMENDMENTS TO FBC 2001.
 19-SHOW NAILING ZONES IN ROOF FRAMING
 PLAN. SEE TABLE 2306.1 CITY AMENDMENTS
 20-DESIGN PRESSURES FOR ENTRY DOORS ARE
 DIFFERENT ON FL. PLAN & EXT. ELEVATION
 21-SEE GARAGE DOOR PRODUCT APPROVAL FOR
 STRUCTURAL BUCK SPECS AND REVISE
 DETAIL AS REQUIRED.
 22-PROVIDE STRUCTURAL BUCK DETAIL FOR
 ATTACHMENT OF DOUBLE 2X BUCK FOR ENTRY
 DOOR INSTALLATION. SEC. 104.2.1.2
 CITY AMENDMENTS TO FBC 2001.
 23-UPDATE DWG C-1: FOUNDATION NOTE #1
 STILL CALLS FOR 0.004 MIL VISQUEEN.
 NEED 0.006 MIL MIN. SEC. 1909.2 FBC.
  
  
 NOTE:
 EXTERIOR ELEVATIONS ON SHEET A-4 ARE
 NOT SHOWN ON 1/4" SCALE.
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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