Plan Review Details - Permit 02080362
Plan Review Stops For Permit 02080362
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-08-21 Cont ID  
Sent By btrobaug Date 2002-08-21 Time 13:10 Rev Time 0.00
Received By btrobaug Date 2002-08-21 Time 12:54 Sent To R
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2003-02-11 Cont ID  
Sent By rregueir Date 2003-02-11 Time 18:17 Rev Time 0.50
Received By rregueir Date 2003-02-11 Time 18:17 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-08-20 Cont ID  
Sent By hmoser Date 2002-08-20 Time 17:34 Rev Time 0.50
Received By hmoser Date 2002-08-20 Time 17:33 Sent To  
Notes
2002-08-20 00:00:00PASS/PRIVISO
 1) NEED PROGRAMMABLE T.STAT FOR FINAL
 2) CHECK A/C SIZE
 PLAN REVIEW BY HAROLD MOSER
 (561)659-8096 EXT.8390
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-08-17 Cont ID  
Sent By jleech Date 2002-08-17 Time 11:02 Rev Time 0.33
Received By jleech Date 2002-08-17 Time 11:02 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2002-10-28 Cont ID  
Sent By jgomez Date 2002-10-25 Time 18:51 Rev Time 3.00
Received By jgomez Date 2002-10-25 Time 18:51 Sent To  
Notes
2002-10-28 00:00:00APPROVED WITH PROVISO:
 1-STRUCTURAL PLANS TO MATCH ENGINEER'S
 CALCULATIONS. SEE ENGINEER'S REPORT
 FOR SIZE OF FASTENERS USED FOR SHEAR
 CALCULATIONS.
 2-CLARIFY SIZE OF FOOTING. SEE FOOTING
 SCHEDULE AND ALL WALL SECTIONS. THE DO
 NOT MATCH.
 3-PROVIDE PRODUCT APPROVAL FOR EXTERIOR
 SWING SIDE DOOR AT GARAGE.
 4-REVISE STORM SHUTTERS INSTALLATION
 SCHEDULE: A)CLARIFY DESIGN PRESSURES.
 SEE ARCHITECTURAL DWGS. B)CLARIFY
 TYPE OF ANCHOR TO BE USED: RAWL OR
 CAULK-IN. C)MARK ANCHOR TYPE & SPACING
 SPACING ON STORM SHUTTERS INSTALLATION
 SCHEDULE OF STORM SHUTTERS DRAWINGS.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2002-09-20 Cont ID  
Sent By btrobaug Date 2002-08-21 Time 13:10 Rev Time 3.00
Received By jgomez Date 2002-09-20 Time 15:56 Sent To  
Notes
2002-09-20 00:00:00CHECKLIST:
 1-PROVIDE ENGINEERING ANALYSIS/CALCS FOR
 EXTERIOR MASONRY WALL WITH VERTICAL
 REINFORCEMENT @ 8'-0" O.C. TIED TO THE
 SINGLE BOND BEAM TO VERIFY ADEQUACY
 FOR LATERAL STABILITY (SEC. 2105 FBC)
 AND LATERAL SUPPORT (SEC. 2107 FBC).
 ALSO, SEE SEC. 1604.2.4 FBC 2001.
 2-A)PROVIDE COMPLETE DETAILS/SPECS FOR
 INSTALLATION OF ALL FRONT GABLE END
 TRUSSES SHOWING HOW ARE THEY STRUCTU-
 RALLY CONTINUOUS AS REQUIRED BY SEC.
 2313 FBC 2001.
 B)CLARIFY WHY BLOCKING AT FRONT GABLE
 END WALLS IS SHOWN ONLY PARTIALLY AND
 NOT ALL THE WAY DOWN TO THE ENDS. SEC.
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 3-NEED RECORDED N.O.C.
 4-SHEET A-1: A)UPDATE PLUMBING NOTE. USE
 FPC 2001, NOT SPC 1994.
 B)REVISE ATTIC ACCESS SIZE. NEED 36" MIN
 SEC. 2309.6 FBC 2001.
 C)BATHROOM #2 WINDOW NEEDS TO HAVE SAFE-
 TY GLASS AS REQ'D BY SEC. 2405.2 FBC.
 D)CHECK KEYED DETAILS/SECTIONS TO VERIFY
 THAT NUMBER & SHEET PROPERLY MATCH.
 5-SHEET A-2: NOTE #4 DOESN'T APPLY TO
 ARCHED OPENINGS OR GABLE ENDS. REVISE.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 6-SHEET A-4: REVISE SIZE OF FOOTING ON
 SECTION 2/A-4 TO MATCH FOUNDATION PLAN
 **ALSO: SECTION 1/A-4 TO INCLUDE REAR
 PORCH. SEC. 104.2.1.2 CITY AMENDMENTS.
 7-SHEET S-1:A)STRUCTURAL NOTE #1 CALLS
 FOR 2000PSF AND SOIL STATEMENT CALLS
 FOR 2500PSF. REVISE/CLARIFY AS REQ'D.
 B)TYPICAL DETAIL AT BOND BEAM ELEVATION
 CHANGE CALLS FOR BB W/1#7. BEAM SCHED.
 CALLS FOR BB W/1#5. CLARIFY AS REQ'D.
 C)LINTEL SCHEDULE DOESN'T MATCH PLAN.
 SEE REAR PORCH OPENING SIZE & HEIGHT.
 D)PROVIDE STRUCTURAL DETAIL/SECTION AT
 REAR PORCH SHOWING HOW ARE PRECAST
 LINTELS INSTALLED. CHECK FOR UPLIFT.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 E)SPECIFY SPACING FOR WWM SUPPORTS IN
 CONCRETE SLAB. SEC. 1909.3 FBC 2001.
 8-SHEET S-2: A)REVISE NOTE #2. SEMCO
 CONNECTOR IS OUT OF BUSINESS.
 B)UPDATE NOTE #3: REFER TO FBC 2001.
 C)ELEVATION "A" IS KEYED ON FRAMING PLAN
 AS A/S-2.1 INSTEAD OF A/S-2. REVISE
 **NOTE A) COLUMNS SPECIFIED DON'T MATCH
 FOUNDATION PLAN. SEE FC-5 AND NOTE FOR
 5#7 BARS.
 **NOTE B) WHERE ARE THE 2#5 TOP AND 2#5
 BOTTOM. SEE BEAM SCHEDULE.
 D)WHERE IS CONNECTOR A/S-2 KEYED ON PLAN
 E)IDENTIFY ROOF NAILING ZONES. SEE TABLE
 2306.1 CITY AMENDMENTS TO FBC 2001.
 F)SECTION 5 CALLS FOR BB W 1#7. BEAM
 SCHEDULE CALLS FOR BB W/1#5. CLARIFY
 G)PROVIDE COMPLETE SECTION 3/S-2 SHOWING
 REAR PORCH.
 H)DETAIL 7/S-2: HOW ARE USP TA24R CONNEC
 TORS EMBEDDED ON THE PRECAST LINTEL?
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 I)REVISE TRUSS CONNECTOR TO MATCH USP
 PUBLISHED VALUES. PROVIDE ENGINEERING
 CALCS FOR DIFFERENT VALUES. SECTION
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 J)CLARIFY WHY BLOCKING @ FRONT GABLE END
 IS SHOWN PARTIALLY AND NOT ALL THE WAY
 DOWN TO THE ENDS.
 K)WHERE IS SECTION 1/S-2?.
 9-PROVIDE STRUCTURAL DETAIL FOR 2X BUCK
 AT ARCHED OPENINGS TO RECEIVE ARCHED
 WINDOWS. NEED SPECS FOR WOOD FRAMING &
 MASONRY. SEC. 104.2.1.2 CITY AMENDMENT
 10-PROVIDE PRODUCT APPROVAL FOR GARAGE
 SIDE DOOR. ALSO, PRODUCT APPROVAL WITH
 LEGIBLE DRAWINGS FOR GARAGE DOORS.
 11-PROVIDE COMPLETE/CORRECT INFORMATION
 FOR STORM SHUTTERS OR APPLY FOR SEPARA
 TE PERMIT IF INFORMATION IS INCOMPLETE
 12-PROVIDE GENERAL SPECIFICATIONS FOR
 FIREBLOCKING AT ALL CONCEALED SPACES.
 SEC. 2305.1.4 FBC 2001.
 13-SEE PRODUCT APPROVAL FOR GARAGE DOORS
 STRUCTURAL BUCK REQUIREMENTS. REVISE
 DETAIL AS REQ'D AND SPECIFY WASHERS.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 14-ENERGY CALCULATIONS: A)REVISE UNDER
 ATTIC AREA. SEC. 602.1ABC.1.2 CHAPTER
 13 FBC 2001.
 15-UPDATE SHEET C-1: FOUNDATION NOTE TO
 USE 0.006 MIL VISQUEEN. SEC. 1909.2.
Review Stop Z ZONING
Rev No 1 Status P Date 2002-08-07 Cont ID  
Sent By sgraham Date 2002-08-07 Time 08:03 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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