Plan Review Details - Permit 02080898
Plan Review Stops For Permit 02080898
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-08-28 Cont ID  
Sent By dpalmer Date 2002-08-28 Time 05:30 Rev Time 0.40
Received By dpalmer Date 2002-08-28 Time 05:30 Sent To B
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2002-11-01 Cont ID  
Sent By dpalmer Date 2002-11-01 Time 13:59 Rev Time 0.00
Received By dpalmer Date 2002-11-01 Time 13:58 Sent To R
Notes
2002-11-01 00:00:00TO JULIO./WRT
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2003-03-06 Cont ID  
Sent By rregueir Date 2003-03-06 Time 19:11 Rev Time 0.25
Received By rregueir Date 2003-03-06 Time 19:11 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-08-24 Cont ID  
Sent By hmoser Date 2002-08-24 Time 13:05 Rev Time 0.50
Received By hmoser Date 2002-08-24 Time 13:04 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-08-24 Cont ID  
Sent By jleech Date 2002-08-24 Time 07:10 Rev Time 0.33
Received By jleech Date 2002-08-24 Time 07:09 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2002-11-07 Cont ID  
Sent By jgomez Date 2002-11-07 Time 10:25 Rev Time 2.00
Received By jgomez Date 2002-11-07 Time 10:25 Sent To  
Notes
2002-11-07 00:00:00BUILDING REVIEW APPROVED WITH PROVISO:
 1-SEE ENGINEERING ANALYSIS AND REVISE
 THE DIAPHRAGM SCHEDULE AS REQUIRED.
 **ALSO, REVISE THE SPECS ON THE WALL
 SECTIONS AND DETAILS TO MATCH ENGINEER
 ANALYSIS.
 2-STORM SHUTTERS:
 A)DESIGN PRESSURES SPECIFIED HAVE LIMI-
 TATIONS ON PANELS SPAN. SEE DESIGN
 PRESSURES CALCULATED BY THE ARCHITECT
 AND REVISE AS REQUIRED. ALSO, CLARIFY
 ANCHOR USED RAWL OR CAULK-IN.
 B)MARK ON DRAWINGS SPECIFIC MOUNTING
 CONDITIONS AND ANCHOR TYPE & SPACING
 TO BE USED.
  
 3-REVISE DETAIL 11/S3. NEED ON HR FIRE
 RATED ASSEMBLY CONSIDERING EXPOSURE TO
 FIRE ON THE INTERIOR AND THE EXTERIOR
 SIDE AS WELL AS REQUIRED BY TABLE 600
 FBC 2001, FOOTNOTE I.
 4-NO INFORMATION WAS GIVEN ON THE SIZE
 OF ANCHOR BOLTS FOR BOTTOM OF STEEL
 COLUMN. DETAIL 41/S2 REFERS TO COLUMN
 SCHEDULE BUT THERE AREN'T SPECS ON IT.
 PROVIDE SUCH INFORMATION.
 5-SURVEY DOESN'T MATCH FLOOR PLANS. SEE
 REAR PORCH AND REVISE AS REQUIRED.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2002-09-16 Cont ID  
Sent By dpalmer Date 2002-11-01 Time 13:59 Rev Time 3.00
Received By jgomez Date 2002-09-16 Time 10:18 Sent To  
Notes
2002-09-16 00:00:00CHECKLIST:
 1-NEED RECORDED NOTICE OF COMMENCEMENT.
 2-PROVIDE ENGINEERING ANALYSIS/CALCS
 SHOWING HOW THE MAIN WIND FORCE RESIS-
 TING SYSTEM (MWFRS) WAS DESIGNED TO
 TRANSFER LOADS THRU FLOOR AND CEILING
 DIAPHRAGMS CONSIDERING THE DOUBLE
 CEILING AREA AND THE PARTIAL FLOOR
 DIAPHRAGM SUPPORTED ON WOOD COLUMNS
 WITH CONNECTORS (TOP AND BOTTOM) THAT
 DON'T PROVIDE SUPPORT FOR LATERAL
 FORCES. SEE SEC. 1606.2.4 FBC 2001 AND
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 3-PROVIDE ENGINEERING ANALYSIS/CALCS
 SHOW'G MASONRY WALLS LATERAL STABILITY
 (SEE SEC. 2105 FBC 2001) AND LATERAL
 SUPPORT (SEE SEC. 2107 FBC 2001)
 CONSIDERING THE HIGH VOLUME AREA AND
 THE SINGLE BOND BEAM ONLY.SECTION
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 4-PROVIDE FIREBLOCKING AT STAIRS. SEE
 SEC. 2305.1.4 FBC 2001.
 5-A)SPECIFY FIREBLOCKING AT ALL WALL
 SECTIONS. SEC. 2305.1.4 FBC 2001.
 B)PROVIDE GENERAL SPECIFICATIONS FOR
 FIREBLOCKING AT ALL CONCEALED SPACES
 REQUIRED BY SEC. 2305.1.4 FBC 2001.
 6-PROVIDE COMPLETE /CORRECT INFORMATION
 FOR STORM SHUTTERS OR APPLY FOR SEPARA
 TE PERMIT.
 7-PROVIDE DETAIL/SPECS FOR ONE HR FIRE
 RATED WALL ASSEMBLY @ FRAMED WALL AREA
 ABOVE BOND BEAM AT ZERO LOT LINE WALL.
 TABLE 600 FBC 2001.
 8-PROVIDE 2X STRUCTURAL BUCK DETAIL FOR
 ARCHED WINDOWS AT FRAMED AREAS.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 9-PROVIDE COMPLETE STRUCTURAL DETAILS &
 SPECS FOR RECCESSED WINDOW TO ALLOW
 FOR STORM SHUTTERS INSTALLATION. SEC.
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 10-SEE PRODUCT APPROVAL FOR GARAGE DOOR
 STRUCTURAL BUCK SPECIFICATIONS. REVISE
 DETAIL AS REQUIRED AND SPECIFY BOLT
 SIZE AND WASHER. SEC. 104.2.1.2 CITY
 AMENDMENTS TO FBC 2001.
 11-SPECIFY FIRECUT REQUIREMENTS ON THE
 STRUCTURAL WALL DETAILS. SEC. 2305.4
 12-STAIR FLOOR PLAN: CLARIFY NOTE #13.
 THERE ISN'T A POST WHERE ARROW IS PO-
 INTING AT. SEE PLAN ON SHEET A-5.
 13-REVISE STAIR FRAMING PLANS WHEN WOOD
 COLUMNS ARE CHANGED FOR STEEL COLUMNS.
 14-SPECIFY SPACING FOR WWM IN CONCRETE
 SLAB. SEC. 1909.3 FBC 2001.
 15-SHEET S-1: A)SOME INFORMATION IS OVER
 LAPPING. B)COLUMN F6 DOESN'T MATCH THE
 SCHEDULE.
 16-IDENTIFY ROOF ZONES ON PLANS. SEE
 TABLE 2306.1 CITY AMENDMENTS TO FBC.
 17-REVISE TRUSS CONNECTOR TO MATCH USP
 PUBLISHED LOADS. PROVIDE ENGINEERING
 CALCULATIONS FOR DIFFERENT LOADS.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 18-A)ATTIC ACCESS TO BE 36" MIN. SEC.
 2309.6 FBC 2001.
 B)PROVIDE ATTIC ACCESS ABOVE GARAGE AND
 MORNING ROOM IF CLEAR HEIGHT IS MORE
 THAN 24". SEC. 2309.6 FBC 2001.
 19-24SH AND 34SH WINDOWS DON'T PROVIDE
 MIN. CLEAR HEIGHT AND CLEAR OPENING
 REQUIRED BY SEC. 1005.4.4 FBC 2001.
 20-UPDATE SHEE C-1. FOUNDATION NOTE TO
 CALL FOR 0.006 MIL VISQUEEN, NOT 0.004
 MIL. SEC. 1909.2 FBC 2001.
 21-WHERE IS SEC/5 SHOWN ON SOME FLOOR
 PLANS BY GARAGE AREA?.
 22-SHEET A-2: UPDATE GENERAL NOTE FOR
 PLUMBING. NEED FPC 2001.
 23-SHEET A-3: A)SOME INFORMATION IS OVER
 LAPPING. SEE FRONT ELEVATION. B)REVISE
 NOTE #4 FOR FRAMING AT ARCHED OPENINGS
 AND AT ONE HR FIRE RATED WALL ASSEMBLY
 AT ZERO LOT LINE.
 24-SHEET A-5: A)STAIR CALCS AREN'T CLEAR
 B)UPDATE SEMCO STRAP. C)HANDRAIL DI-
 MENSION IS OVERLAPPING. D)KEY NOTE #14
 DRAFSTOPPING IS NOT THE SAME AS FIRE-
 BLOCKING. SEE SEC. 2305 FBC 2001.
 E)FIREBLOCKING SHOWING ON STAIR SECT'N
 IS NOT CORRECT. REVISE AS REQUIRED.
 25-SHEET S-1: A)WHERE ISSEC/5? B)UPDA-
 TE SEMCO CONNECTORS. C)WHERE IS COLUMN
 P3 SPECIFIED ON 2ND FL. FRAMING PLAN?
 26-SHEET S-2: A)REVISE SEMCO CONNECTORS.
 B)SPECIFY DRAFSTOPPING LOCATION & MA-
 TERIAL. NOT TO EXCEED 500 S.F. SECTION
 2305.2.2 FBC 2001. C)CLARIFY SECTION
 #2: USING 1 #7 OR 1 #5?. D)FLOOR PLAN
 TO BE CALLED SECOND FLOOR PLAN, NOT
 GROUND FLOOR.
 27-PROVIDE SECTION/DETAIL SHOWING HOW IS
 BEAM 2B-1 ANCHORED TO MASONRY COLUMNS
 AT THE ENDS. SEC. 104.2.1.2 CITY
 AMENDMENTS TO FBC 2001.***SAME APPLIES
 TO BEAM AT MORNING AREA.
 28-SURVEY DOESN"T MATCH FLOOR PLANS. SEE
 REAR PORCH. REVISE AS REQUIRED.
 29-CLEARLY KEY FENCE SECTIONS AND REFE-
 RENCE THE CORRECT SHEET #.
 30-PROVIDE STRUCTURAL SECTIONS/DETAILS
 AND SPECS FOR INSTALLATION OF PRE-CAST
 LINTELS AT REAR PORCH SHOWING HOW ARE
 THEY ANCHORED TO MASONRY COLUMN AND
 TO MASONRY WALL. SEC. 104.2.1.2 CITY
 AMENDMENTS TO FBC 2001.
 31-SPECIFY SIZE OF CONCRETE PAD AT REAR
 PORCH COLUMN. SEC. 104.2.1.2 CITY
 AMENDMENTS TO FBC 2001.
 32-SPECIFY CONNECTORS FOR 31"DEEP GIRDER
 TRUSS AT ROOF FRAMING PLAN. SECTION
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 33-UPDATE SEMCO CONNECTOR SPECIFIED ON
 SECTION 5 OF SHEET S-2 AND NOTE #2 ON
 SHEET S-2.
Review Stop Z ZONING
Rev No 1 Status P Date 2002-11-07 Cont ID  
Sent By jgomez Date 2002-11-07 Time 10:24 Rev Time 0.00
Received By jgomez Date   Time   Sent To  
Notes
2002-11-07 00:00:00APPROVED BY SHIRLEY ON 8-13-02.


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