Plan Review Details - Permit 02080358
Plan Review Stops For Permit 02080358
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-08-20 Cont ID  
Sent By dpalmer Date 2002-08-20 Time 06:30 Rev Time 0.00
Received By dpalmer Date 2002-08-20 Time 06:30 Sent To B
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-01-30 Cont ID  
Sent By dpalmer Date 2003-01-30 Time 14:47 Rev Time 0.00
Received By dpalmer Date 2003-01-30 Time 14:47 Sent To M
Notes
***NONE***
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 17:06 Rev Time 0.33
Received By rregueir Date 2003-02-25 Time 17:06 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-08-15 Cont ID  
Sent By dpalmer Date 2003-01-30 Time 14:47 Rev Time 0.50
Received By hmoser Date 2002-08-15 Time 19:52 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-08-06 Cont ID  
Sent By jleech Date 2002-08-06 Time 19:25 Rev Time 0.33
Received By jleech Date 2002-08-06 Time 19:25 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2002-10-29 Cont ID  
Sent By jgomez Date 2002-10-29 Time 09:08 Rev Time 2.50
Received By jgomez Date   Time   Sent To  
Notes
2002-10-29 00:00:00APPROVED WITH PROVISO:
 1-STORM SHUTTERS: A)PROVIDE COMPLETE
 SBCCI PRODUCT APPROVAL REPORT.
 B)CLARIFY DESIGN PRESSURES. SEE ARCHI-
 TECT'S DRAWINGS. THERE ARE LIMITATIONS
 ON STORM PANEL SPAN FOR THIS TYPE OF
 DESIGN PRESSURES.
 C)CLARIFY ANCHOR TYPE TO BE USED. RAWL
 OR CAULK-IN?
 D)CLEARLY INDICATE ON ANCHOR SCHEDULE
 OF SHUTTERS' DRAWINGS THE SPECIFIC
 ANCHOR AND SPACING TO BE USED ACCOR-
 DING TO THE APPLICATIONS IN FIELD.
 2-PROVIDE COMPLETE STRUCTURALBUCK
 DETAIL FOR GARAGE DOOR. MISSING COMPLE
 TE SIZE OF ANCHOR AND WASHER. SECTION
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 3-ROOF SHEATHING & NAILING STATEMENT AND
 DIAPHRAGM SCHEDULE HAVE DIFFERENT
 SPECS. CLARIFY AS REQUIRED.
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 17:35 Rev Time 4.00
Received By jgomez Date 2002-08-26 Time 17:35 Sent To  
Notes
2002-08-26 00:00:00CHECKLIST:
 1-PROVIDE ENGINEERING ANALYSIS/CALCS FOR
 CLARIFICATION OF HOW THE MAIN WIND
 FORCE RESISTING SYSTEM (MWFRS) WAS
 DESIGNED TO RESIST AND TRANSFER ALL
 LOADS THRU FLOOR & CEILING DIAPHRAGMS
 CONSIDERING THE DUOBLE CEILING AREA &
 THE PARTIAL FLOOR DIAPHRAGM ANCHORED
 TO WOOD COLUMNS. SEE SEC. 1606.2.4 FBC
 **NOTE: TOP & BOTTOM CONNECTORS AT WOOD
 COLS. DO NOT TRANSFER LATERAL LOADS.
 SEE USP CATALOGUE.
 2-PROVIDE SOIL TEST REPORT.
 3-PROVIDE COMPLETE/CORRECT INFORMATION
 FOR STORM PANELS OR APPLY FOR SEPARATE
 PERMIT. CITY IMPLEMENTATION STANDARD
 FOR HURRICANE MISSILE IMPACT PROTECT'N
 4-PROVIDE PRODUCT APPROVAL FOR SINGLE
 HUNG WINDOWS, SLIDING GLASS DOORS AND
 WINDOW MULLIONS.
 **NOTE: PROVIDE MORE LEGIBLE PRODUCT
 APPROVAL FOR GARAGE DOORS AND ENTRY
 DOORS FOR FUTURE SUBMITTALS.
 5-SPECIFY FIREBLOCKING MATERIAL AND
 LOCATION AT STAIRS. SEE SEC. 2305.1.4
 **NOTE: PROVIDE GENERAL SPECIFICATIONS
 FOR FIREBLOCKING AT ALL CONCEALED
 SPACES. SEC. 2305.1.4 FBC 2001.
 6-REVISE FOUNDATION NOTE #1 SHEET C-1.
 NEED 6 MIL MIN. VISQUEEN. SEC. 1909.2
 7-PROVIDE SAFETY GLASS IN WINDOW @ FIRST
 FLOOR BATHRM. SEC. 2405.2 FBC 2001.
 8-MISSING SHEET A-6 WITH ALL DETAILS/
 SECTIONS SPECIFIED ON PLANS.
 9-PROVIDE STRUCTURAL DETAIL FOR RECESSED
 WINDOWS TO ALLOW FOR STORM SHUTTERS
 INSTALLATION. SEE PRODUCT APPROVAL FOR
 TRACK TO BE USED AND CONSIDER THE MIN.
 EDGE DISTANCE FOR ANCHORS AND GLASS
 SEPARATION. SEC. 104.2.1.2 CITY
 AMENDMENTS TO FBC 2001.
 10-24SH WINDOW AT MASTER BEDROOM DOESN'T
 ALLOW 24" MIN. CLEAR HT OPENING. ALSO,
 NEED TO HAVE 5.7 S.F. MIN. TOTAL CLEAR
 OPENING. SEE SEC. 1005.4.4 FBC 2001.
 11-CHANGE NOTE #1 ON STAIRS KEYNOTES.
 HEIGHT OF HANDRAIL TO BE BET. 34" AND
 38" MAX. SEE SEC. 107.5.1 FBC 2001.
 12-SHEET A-7: A)SOME INFORMATION IS OVER
 LAPPING. EG AT RISER SPECS.
 B)NOTE #9: REVISE SIZE OF LEDGER. SEE
 2ND FL. FRAMING PLAN. ALSO, SEE FRAM'G
 PLAN FOR ORIENTATION OF FLOOR TRUSSES
 AND REVISE DETAIL 2/A7 AS REQUIRED.
 13-SHEET S-1: A)CLARIFY REINFORCING
 SPECIFIED FOR FOOTING F5530.
 B)SWITHLINTELS L-9 AND L-17 TO MATCH
 OPENINGS.
 C)WHERE ARE DETAILS KEYED FOR SHEET A-6?
 14-PROVIDE FIRECUT REQUIREMENTS ON THE
 STRUCTURAL WALL SECTIONS. SEC. 2305.4
 15-REVISE TRUSS CONNECTOR TO MATCH USP.
 SPECS. PROVIDE ENGINEERING CALCS FOR
 UPLIFT VALUES DIFFERENT THAN USP.
 16-SHEET S-2: SECTION 1 AND SECTION 2
 HAVE DIFFERENT SPECS FOR CONNECTORS.
 CLARIFY/REVISE AS REQUIRED.
 17-ROOF SHEATHING & NAILING STATEMENT &
 DIAPHRAGM SCHEDULE HAVE DIFFERENT
 SPECS AS WELL. CLARIFY/REVISE AS REQ'D
 **IDENTIFY ROOF NAILING ZONES IN ROOF
 FRAMING PLAN.
 18-SPECIFY CONNECTORS FOR GIRDER TRUSS
 AT GARAGE ROOF FRAMING PLAN.
 19-ENERGY CALCULATIONS:
 A)A/C AREA DOESN'T MATCH PLANS.
 B)THERE IS NOT ADJACENT WOOD FRAMING. IT
 IS ADJACENT MASONRY.
 C)OWNER/AGENT TO SIGN BOTTOM OF FORM TOO
 20-SEE PRODUCT APPROVAL FOR WINDOW
 MULLION AND PROVIDE DETAIL/SPECS FOR
 BUCK ATTACHMENT.
 21-SEE GARAGE DOOR PRODUCT APPROVALS FOR
 STRUCTURAL BUCK REQUIREMENTS & REVISE
 DETAIL AS REQUIRED.
Review Stop Z ZONING
Rev No 1 Status P Date 2002-08-07 Cont ID  
Sent By sgraham Date 2002-08-07 Time 08:02 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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