Plan Review Details - Permit 02071819
Plan Review Stops For Permit 02071819
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-08-13 Cont ID  
Sent By dpalmer Date 2002-08-13 Time 07:22 Rev Time 0.00
Received By dpalmer Date 2002-08-13 Time 07:22 Sent To B
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2003-02-18 Cont ID  
Sent By rregueir Date 2003-02-18 Time 20:01 Rev Time 0.33
Received By rregueir Date 2003-02-18 Time 20:00 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2002-09-26 Cont ID  
Sent By hmoser Date 2002-09-26 Time 17:26 Rev Time 0.50
Received By hmoser Date 2002-09-26 Time 17:26 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2002-08-12 Cont ID  
Sent By hmoser Date 2002-08-12 Time 20:06 Rev Time 0.33
Received By hmoser Date 2002-08-12 Time 20:06 Sent To  
Notes
2002-08-12 00:00:00PLAN DENIED
 1) CONDENSOR MODEL NUMBER ON PLAN AND
 MANUAL(J) DO NOT MATCH
 PLAN REVIEW BY HAROLD MOSER
 (561)659-8096 EXT.8390
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-08-06 Cont ID  
Sent By jleech Date 2002-08-06 Time 18:27 Rev Time 0.33
Received By jleech Date 2002-08-06 Time 18:27 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2002-09-30 Cont ID  
Sent By jgomez Date 2002-09-30 Time 11:47 Rev Time 2.50
Received By jgomez Date 2002-09-30 Time 11:47 Sent To  
Notes
2002-09-30 00:00:00BUILDING REVIEW APPROVED WITH PROVISO:
 1-PROVIDE COMPLETE INFORMATION FOR STORM
 SHUTTERS UNDER A SEPARATE PERMIT.
 2-DETAIL 5/S3: A)SPECIFY CALCULATED LOAD
 THAT HANGER IS SUPPOSED TO RESIST.
 B)SPECIFY HOW ARE TAPCONS INSTALLED TO
 ALLOW FOR 1 1/2" SEPARATION.
 C)PROVIDE ENGINEERED CALCULATIONS FOR
 FASTENERS USED.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 3-REVISE TRUSS CONNECTOR TO MATCH USP
 PUBLISHED VALUES OR PROVIDE ENGINEERED
 CALCULATIONS FOR DIFFERENT VALUES.
 VALUES SHOWN ARE FOR 10D NAILS, NOT
 FOR 10D X 1 1/2 NAILS.
 PROVIDE ENGINEERED CALCULATIONS SHOW'G
 SPECS FROM PAGE 8 OF USP CATALOGUE.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 4-SPECIFY CONNECTOR FOR GIRDER TRUSS W/
 UPLIFT LOAD OF 2537#. DETAIL 1/S3 DOES
 NOT SPECIFY ANYTHING. SEC. 104.2.1.2
 CITY AMENDMENTS TO FBC 2001.
 5-SPECIFY ANCHOR SIZE AND WASHER SIZE
 FOR GARAGE BUCK DETAIL. SEC. 104.2.1.2
 CITY AMENDMENTS TO FBC 2001.
 6-SHEET S-3: ROOF SHEATHING AND NAILING
 NOTE, NOTE #4 AND DIAPHRAGM SCHEDULE
 HAVE DIFFERENT SPECS. CLARIFY.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2002-08-26 Cont ID  
Sent By jgomez Date 2002-08-26 Time 11:15 Rev Time 3.00
Received By jgomez Date 2002-08-26 Time 11:15 Sent To  
Notes
2002-08-26 00:00:00CHECKLIST:
 1-NEED RECORDED NOTICE OF COMMENCEMENT.
 2-REVISE ENTRY DOORS SIZE TO PROVIDE 32"
 MIN. CLEAR OPENING. TABLE 1004 FBC.
 3-WINDOW AT ENTRY PORCH EXCEEDS MAX. %
 OF OPENINGS ALLOWED BY TABLE 600 FBC.
 4-SPECIFY FIREBLOCKING MATERIAL 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.
 SEC. 2305.1.4 FBC 2001.
 5-SPECIFY DRAFSTOPPING MATERIAL AND
 LOCATION @ 2ND FL. FRAMING PLAN AT
 AREAS NOT TO EXCEED 500 S.F. SEE SEC.
 2305.2.2 FBC 2001.
 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 LEGIBLE PRODUCT APPROVAL AND
 DRAWINGS FOR ENTRY DOOR.
 11-REVISE STAIR KEY NOTE#1. HEIGHT OF
 STAIR HANDRAIL TO BE BET. 34" & 38"
 MAX. SEE SEC. 1007.5.1 FBC 2001.
 12-SECOND FLOOR FRAMING PLAN:
 PROVIDE DETAIL SHOWING HOW IS USP
 HL210 APPLIED TO SUPPORT THE GIRDER
 TRUSSES BY THE STAIRWAY.SECTION
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 **NOTE: SEE USP FOR SIZE AND CAPACITY OF
 CONNECTOR.
 13-SECTION 4/S3 IS CALLED 5/S3 ON ROOF
 FRAMING PLAN. REVISE AS REQUIRED.
 **NOTE: REVISE DETAIL 4/S3 TO SHOW GABLE
 END. SEE SEC. 2117 FBC 2001 FOR GABLE
 END STRUCTURAL CONTINUITY.
 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 TO
 MATCH USP SPECIFICATIONS. PROVIDE
 ENGINEERING CALCULATIONS FOR VALUES
 OTHER THAN THOSE SPECIFIED BY USP.
 16-SOME CONNECTORS ARE NOT SPECIFIED ON
 ROOF FRAMING PLAN. SPECIFY THEM.
 17-CONNECTOR T-5 DOESN'T RESIST UPLIFT
 LOADS CALCULATED ON ROOF PLAN. REVISE.
 18-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
 HT. BET. 25' & 35' NEED TO USE 8D RING
 SHANK MIN. SEE TABLE 2306.1 OF CITY
 AMENDMENTS TO FBC 2001.
 19-IDENTIFY NAILING ZONES IN ROOF FRAM'G
 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 & REVISE DETAIL
 AS REQUIRED.
 22-PROVIDE STRUCTURAL BUCK DETAIL FOR
 INSTALLATION OF DOUBLE 2X BUCK FOR
 ENTRY DOORS. SEC. 104.2.1.2 CITY
 AMENDMENTS TO FBC 2001.
 23-UPDATE DWG C-1. VISQUEEN TO BE 6 MIL
 MIN. SEC. 1909.2 FBC 2001.
 **PROVIDE APPLICABLE INTERNAL PRESSURE
 COEFFICIENT REQUIRED BY SEC. 1606.1.7
 FBC 2001.
 24-FLOOR PLANS AND EXTERIOR ELEVATIONS
 DON'T MATCH. SEE REAR PORCH.
 25-PROVIDE STRUCTURAL 2X BUCK DETAIL FOR
 WINDOW MULLION. SEE PRODUCT APPROVAL
 26-UPDATE NOTE #3 ON SHEET S3. REVISE
 REFERENCE FOR ASCE 7-93.
Review Stop Z ZONING
Rev No 1 Status P Date 2002-07-31 Cont ID  
Sent By sgraham Date 2002-07-31 Time 16:52 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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