Plan Review Details - Permit 02070030
Plan Review Stops For Permit 02070030
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-07-16 Cont ID  
Sent By btrobaug Date 2002-07-16 Time 09:48 Rev Time 0.00
Received By btrobaug Date 2002-07-16 Time 09:39 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 15:08 Rev Time 0.00
Received By dpalmer Date 2003-01-30 Time 15:08 Sent To M
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 14:01 Rev Time 0.00
Received By dpalmer Date 2002-11-01 Time 14:00 Sent To R
Notes
2002-11-01 00:00:00TO JULIO./WRT.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2003-02-22 Cont ID  
Sent By rregueir Date 2003-02-22 Time 12:45 Rev Time 0.33
Received By rregueir Date 2003-02-22 Time 12:45 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 15:08 Rev Time 0.50
Received By hmoser Date 2002-07-20 Time 07:36 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 10:37 Rev Time 0.33
Received By jleech Date 2002-07-06 Time 10:37 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2002-11-13 Cont ID  
Sent By jgomez Date 2002-11-13 Time 09:40 Rev Time 2.50
Received By jgomez Date 2002-11-13 Time 09:40 Sent To  
Notes
2002-11-13 00:00:00BUILDING REVIEW APPROVED WITH PROVISO:
 1-SEE ENGINEERING ANALYSIS AND REVISE
 DIAPHRAGM SCHEDULE AND WALL SECTIONS/
 DETAILS SPECS REGARDING SIZE OF FASTE-
 NERS.
 2-CLARIFY SIZE OF FOOTINGS SHOWN ON THE
 FOOTING SCHEDULE. WIDTH AND LENGTH ARE
 REVERSED. SEE SCHEDULE AND DETAILS.
 3-PROVIDE PRODUCT APPROVAL FOR SIDE DOOR
 AT GARAGE.
 4-STORM SHUTTERS: A)DESOGN PRESSURES
 SPECIFIED ON THE INSTALLATION SCHEDULE
 HAVE LIMITATIONS ON THE PANEL SPAN.
 SEE DESIGN PRESSURES CALCULATED BY THE
 ARCHITECT AND REVISE ACCORDINGLY.
 ALSO, CLARIFY TYPE OF ANCHOR USED RAWL
 OR CAULK-IN.
 B)MARK ON DRAWINGS SPECIFIC MOUNTING
 CONDITIONS AND ANCHOR TYPE AND SPACING
 TO BE USED.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2002-09-05 Cont ID  
Sent By dpalmer Date 2002-11-01 Time 14:01 Rev Time 3.00
Received By jgomez Date 2002-09-05 Time 13:36 Sent To  
Notes
2002-09-05 00:00:00SECOND CHECKLIST:
 1-PROVIDE ENGINEERING ANALYSIS/CALCS FOR
 EXTERIOR MASONRY WALL WITH VERTICAL
 REINFORCEMENT @ 8'-0"O.C. TIED TO THE
 SINGLE BOND BEAM TO VERIFY FOR LATERAL
 STABILITY (SEC. 2105 FBC 2001) AND
 LATERAL SUPPORT (SEC. 2107 FBC 2001).
 2-A)PROVIDE COMPLETE DETAILS/ SPECS FOR
 INSTALLATION OF ALL FRONT GABLE END
 TRUSSES SHOWING HOW ARE THEY STRUCTU-
 RALLY CONTINUOUS. SEE SEC. 2313 FBC.
 B)CLARIFY WHY BLOCKING AT FRONT GABLE
 ENDS IS ONLY SHOWN AS PARTIAL BLOCKING
 AND NOT ALL THE WAY TO THE ENDS.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 3-NEED RECORDED NOTICE OF COMMENCEMENT.
 4-SHEET A-1: UPDATE NOTE #6. FPC 2001.
 5-FLOOR PLAN CALLS FOR SEC. A/A3. IS IT
 B/A-3?. REVISE AS REQUIRED.
 6-WINDOW "E" IN BATHROOM #2 TO BE SAFETY
 GLASS. SEC. 2405.2.1 FBC 2001.
 7-SHEET A4: REVISE FOOTING DIMENSIONS TO
 MATCH FOUNDATION PLAN.
 8-SHEET S1: STRUCTURAL NOTE #1 CALLS FOR
 2000PSF, WHILE SOIL STATEMENT CALLS
 FOR 2500PSF SOIL BEARING CAPACITY.
 REVISE AS REQUIRED.
 9-SHEET S2: A)REVISE NOTE #2. RTPGA820
 STRAP IS DONE BY SEMCO WHICH IS OUT OF
 BUSINESS. SEE USP CATALOGUE TO SPECIFY
 PROPER CONNECTOR.
 B)DETAIL A/S-2.1 TO READ A/S2. THERE IS
 NOT SHEET S.2.1. REVISE AS REQUIRED.
 10-THERE IS NOT CONNECTOR DETAIL A/S2
 REFERENCED ON ROOF FRAMING PLAN.
 11-IDENTIFY ROOF NAILING ZONES IN ROOF
 FRAMING PLAN. TABLE 2306.1 CITY
 AMENDMENTS TO FBC 2001.
 12-PROVIDE PRODUCT APPROVAL FOR GARAGE
 SIDE DOOR.
 13-PROVIDE COMPLETE/CORRECT INFORMATION
 FOR STORM SHUTTERS OR APPLY FORA
 SEPARATE PERMIT. SEE CITY IMPLEMENTA-
 TION STANDARD FOR HURRICANE MISSILE
 IMPACT PROTECTION.
 14-SHEET S2: A)COLUMNS SPECIFIED ON
 ELEVATION "A" DON'T MATCH FOUNDATION
 PLAN. REVISE AS REQUIRED.
 B)WHERE IS SECTION 1/S2?
 15-PROVIDE STRUCTURAL BUCK DETAIL FOR
 ARCHED WINDOW SHOWING 2X BUCK.
 **NOTE: NEED DETAIL FOR ARCHED FRAMED
 AREA ANDFOR ATTACHMENT TO MASONRY.
 SEE EXTERIOR ELEVATION.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 16-PROVIDE GENERAL SPECIFICATIONS FOR
 FIREBLOCKING AT ALL CONCEALED SPACES
 AS REQUIRED BY SEC. 2305.1.4 FBC 2001.
 17-SEE PRODUCT APPROVAL FOR GARAGE DOORS
 FOR STRUCTURAL BUCK SPECIFICATIONS AND
 REVISE DETAIL AS REQUIRED.
 **NOTE: SPECIFY WASHERS SIZE. SECTION
 104.2.1.2 CITY EMENDMENTS TO FBC 2001.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2002-08-23 Cont ID  
Sent By jgomez Date 2002-08-23 Time 11:19 Rev Time 4.00
Received By jgomez Date 2002-08-23 Time 11:19 Sent To  
Notes
2002-08-23 00:00:00CHECKLIST:
 1-PROVIDE ENGINEERING ANALYSIS/CALCS FOR
 EXTERIOR MASONRY WALL WITH VERTICAL
 REINFORCEMENT AT 8'-0"O.C. TIED TO THE
 BOND BEAM TO VERIFY FOR LATERAL STABI-
 LITY (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.
 SEE SEC. 2313.4 FBC 2001.
 **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-NEED RECORDED NOTICE OF COMMENCEMENT.
 4-DWG C-1: REVISE NOTE #1. NEED 0.006
 MIL VISQEEN MIN. SEC. 1909.2 FBC 2001.
 5-SPECIFY INTERNAL PRESSURE COEFFICIENT
 AS REQ'D BY SEC. 1606.1.7 FBC 2001.
 6-SHEET A-1: UPDATE GENERAL NOTE #6.
 USE FPC 2001.
 7-THERE IS NOT SECTION A/A-3. IT SHOULD
 BE SECTION B/A-3. REVISE AS REQUIRED.
 8-PROVIDE SOIL TEST REPORT.
 9-WINDOW (E) IN BATHROOM #2 TO BE SAFETY
 GLASS. SEC. 2405.2.1 FBC 2001.
 10-SHEET A-4: REVISE FOOTING DIMENSIONS
 TO MATCH FOUNDATION PLAN.
 11-SHEET S-1: STRUCTURAL NOTE #1 CALLS
 FOR 2000PSF. SOIL STATEMENT CALLS FOR
 2500 PSF SOIL BEAR'G CAPACITY. CLARIFY
 12-SHEET S-3: A)REVISE/UPDATE NOTE #3
 TO FBC 2001 FOR 140MPH.
 B)NOTE#3: SEMCO IS OUT OF BUSINESS.
 REVISE STRAP RTPGA820.
 13-SHEET S-2: DETAIL A/S-2.1 TO READ
 A/S-2. THERE IS NOT S-2.1 DWG.
 14-THERE IS NOT CONNECTOR DETAIL A/S2 AS
 REFERENCED ON ROOF FRAMING PLAN.
 15-ENERGY CALCULATIONS: A)REVISE UNDER
 ATTIC AREA. SEE SEC. 602.1ABC.1.2 OF
 CHAPTER 13 FBC 2001.
 B)OWNER/AGENT TO SIGN AND DATE BOTTOM
 OF ENERGY CALCS FORM.
 16-PROVIDE ROOF AND WALL SHEATHING
 SCHEDULE. TABLE 2306.1 CITY AMENDMENTS
 TO FBC 2001.
 **NOTE: IDENTIFY ROOF NAILING ZONES ON
 ROOF PLAN.
 17-SPECIFY SUPPORTS AND SPACING FOR WWM
 IN CONCRETE SLAB. SEE SEC. 1909.3 FBC.
 18-PROVIDE PRODUCT APPROVAL FOR DOORS,
 WINDOWS AND WINDOW MULLIONS.
 19-PROVIDE COMPLETE/CORRECT INFORMATION
 FOR STORM PANELS OR APPLY FOR SEPARATE
 PERMIT AS REQUIRED BY CITY IMPLEMENTA-
 TION STANDARD FOR HURRICANE MISSILE
 IMPACT PROTECTION.
 20-SECTIONS 6 & 7 ON SHEET S-2: SPECIFY
 ALL CONNECTORS AND CLARIFY IF TRUSSES
 ARE BEARING ONM THE TOP OR BOTTOM
 CHORD. SEC. 104.2.1.2 CITY AMENDMENTS.
 21-SHEET S-2: A)COLUMNS SPECIFIED ON
 ELEVATION "A" DON'T MATCH FOUNDATION
 PLAN.
 B)WHERE IS SECTION 1/S2?.
 22-SHEET A-1: ATTIC ACCESS IS 36". SEE
 SEC. 2309.6 FBC 2001. REVISE NOTE #7.
 23-PROVIDE STRUCTURAL BUCK DETAIL FOR
 ARCHED WINDOW SHOWING 2X BUCK.
 **NOTE: NEED DETAIL FOR MASONRY AND WOOD
 FRAMING. SEE EXTERIOR ELEVATION.
 24-SHEET A-4: A)SPECIFY FIREBLOCKING ON
 SECTION 1/A4. SEC. 2305.1.4 FBC 2001.
 B)PROVIDE GENERAL SPECIFICATIONS FOR
 FIREBLOCKING AT ALL CONCEALED SPACES
 AS REQUIRED BY SEC. 2305.1.4 FBC 2001.
 25-SEE PRODUCT APPROVAL FOR GARAGE DOORS
 FOR STRUCTURAL BUCK SPECIFICATIONS AND
 REVISE DETAIL AS REQUIRED.
Review Stop Z ZONING
Rev No 1 Status P Date 2002-07-03 Cont ID  
Sent By sgraham Date 2002-07-03 Time 12:10 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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