Plan Review Details - Permit 02060552
Plan Review Stops For Permit 02060552
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-08-16 Cont ID  
Sent By pkrauss Date 2002-08-15 Time 07:51 Rev Time 0.00
Received By btrobaug Date 2002-06-19 Time 18:09 Sent To  
Notes
2002-08-16 00:00:00THE 8/16 PASS DATE WAS A RESUB ./WRT
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2002-12-14 Cont ID  
Sent By rregueir Date 2002-12-14 Time 08:29 Rev Time 0.50
Received By rregueir Date   Time   Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2002-08-15 Cont ID  
Sent By pkrauss Date 2002-08-15 Time 07:49 Rev Time 0.30
Received By pkrauss Date 2002-08-15 Time 07:49 Sent To E
Notes
2002-08-15 00:00:00RESUB - MECHANICAL PERMIT 02060642
  
 APPROVED 8-14-02
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-06-19 Cont ID  
Sent By pkrauss Date 2002-06-19 Time 08:17 Rev Time 0.40
Received By pkrauss Date 2002-06-19 Time 07:51 Sent To E
Notes
2002-06-19 00:00:00PROVISO:MECHANICAL PERMIT 02060642
  
 CONDENSATE SHALL DISCHARGE A MINIMUM OF
 12" AWAY FROM THE BUILDING STRUCTURE AS
 PER 2001 FBC 1503.4.4.
  
 SMOKE DETECTORS SHALL BE INSTALLED IN
 SUPPLY SYSTEMS WITH A DESIGN CAPACITY
 GREATER THAN 2,000 CFM, IN THE SUPPLY
 AIR DUCT. 2001 FBC(M) 606.2.1
  
 FAN SHUTDOWN BY DUCT SMOKE DETECTORS
 WITH NOTIFICATION TO ALARM/STOBE OR AREA
 SMOKE DETECTORS. 2001 FBC(M) 606.4.1
  
 DEVELOPED DUCT LENGTH FOR THE DRYER
 SHALL NOT EXCEED 25 FT FROM THE DRYER
 LOCATION TO THE OUTLET TERMINAL. THIS
 LENGTH SHALL BE REDUCED 5 FT FOR EVERY
 90 DEGREE BEND & 2 1/2 FT FOR EACH 45
 DEGREE BEND.4" MINIMUM DUCT SIZE.
 2001 FBC(M) 504.6
  
 2001 FBC(M) 402.2 - NATURAL VENTILATION
 FOR OUTSIDE AIR REQUIRMENT. SHOW
 COMPLIANCE FOR THE MINIMUM OPENABLE AREA
 TO THE OUTDOORS. (4 PERCENT OF THE FLOOR
 AREA BEING VENTILATED) OR TABLE 403.3
 FOR MECHANICAL VENTILATION.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop P PLUMBING
Rev No 2 Status P Date 2002-08-13 Cont ID  
Sent By jleech Date 2002-08-13 Time 16:42 Rev Time 0.25
Received By jleech Date 2002-08-13 Time 16:42 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-06-15 Cont ID  
Sent By jleech Date 2002-06-15 Time 10:37 Rev Time 0.33
Received By jleech Date 2002-06-15 Time 10:37 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2002-08-16 Cont ID  
Sent By jgomez Date 2002-08-15 Time 18:31 Rev Time 0.00
Received By jgomez Date 2002-08-15 Time 18:31 Sent To  
Notes
2002-08-15 00:00:00BUILDING REVIEW APPROVED WITH PROVISO:
 1-PROVIDE ENGINEER'G ANALYSIS-CALCS FOR
 CLARIFICATION OF HOW THE MAIN WIND
 FORCE RESISTING SYSTEM (MWFRS) WAS
 DESIGNED TO RESIST AND TRANSFER ALL
 LOADS TO FLOOR AND CEILING DIAPHRAGMS
 CONSIDERING THE DOUBLE CEILING AREAS
 AND PARTIAL FLOOR DIAPHRAGM. SEE SEC.
 1606.2.4 FBC 2001.
 **PROVIDE ENGINEERING ANALYSIS/CALCS FOR
 CLARIFICATION OF MASONRY WALLS LATERAL
 STABILITY (SEC. 2105 FBC) AND LATERAL
 SUPPORT (SEC. 2107 FBC) CONSIDERING
 THE HIGH VOLUME AREA SHOWN ON PLANS.
 2-NEED FIREBLOCKING @ TOP OF STAIRS TOO.
 SEC. 2305.1.4 FBC. SPECIFY SIZE.
 3-PROVIDE SOIL TEST REPORT.
 4-NEED COMPLETE INFORMATION W/ LEGIBLE
 MATCHING PRODUCT APPROVAL AND DRAWINGS
 UNDER A SEPARATE PERMIT (INFORMATION
 WAS NOT COMPLETE AS REQUIRED BY CITY
 IMPLEMENTATION STANDARD FOR HURRICANE
 MISSILE IMPACT PROTECTION.
 5-PROVIDE LEGIBLE PRODUCT APPROVAL FOR
 DOORS, WINDOWS TO BE USED.
 **NOTE: SEE PLANS FOR RIGHT SIZE, SHAPE
 AND DESIGN PRESSURES.
 **ALSO, VERIFY THAT DRAWINGS IN PRODUCT
 APPROVALS MATCH THEIR REPORTS.
 6-PROVIDE 2X STRUCTURAL BUCK DETAIL FOR
 ARCHED WINDOWS AS REQUIRED BY THE
 PRODUCT APPROVAL.
 **NOTE: NEED DETAIL FOR FRAMED ARCH AND
 FOR MASONRY ATTACHMENT.
 7-NOTE 2 SHEET A-1: PROVIDE DETAIL THAT
 SHOWS WINDOW RECESSED 4.5" FOR THE
 INSTALLATION OF STORM SHUTTERS.
 **NOTE: SEE PRODUCT APPROVAL FOR TRACK
 USED CONSIDERING THE GLASS SEPARATION
 AND EDGE DISTANCE.
 8-SEE PRODUCT APPROVAL FOR GARAGE DOORS
 STRUCTURAL BUCK SPECS AND REVISE
 DETAIL AS REQUIRED.
 9-SPECIFY FIREBLOCKING IN WALL SECTIONS
 AND PROVIDE GENERAL SPECIFICATIONS FOR
 REQUIRED FIREBLOCKING AT ALL CONCEALED
 SPACES. SEC. 2305.1.4 FBC 2001.
 10-SPECIFY FIRECUT REQUIREMENTS ON THE
 STRUCTURAL WALL DETAILS AS WELL.
 SEC. 2305.4 FBC 2001.
 11-STAIR FLOOR PLAN: CLARIFY NOTE #13.
 REVISE STAIR DETAILS. REMEMBER THAT
 WOOD COLUMN WILL BE CHANGED FOR STEEL
 COLUMN. ALSO, VERIFY THAT KEY NOTES
 FOR STAIRS MATCH THE DETAILS.
 12-SPECIFY SPACING FOR WWM SUPPORTS. SEE
 SECTION 1909.3 FBC 2001.
 13-SHEET S-1: SOME DETAILS AND NOTES ARE
 OVERLAPPING OR DETAILS NOT SHOWN.
 14-SHEET S-3: IDENTIFY ROOF ZONE 3 FOR
 NAILING DIAPHRAGM.
 **REVISE TRUSS CONNECTOR SCHEDULE:
 NUMBER OF FASTENERS SPECIFIED AND
 ALLOWABLE UPLIFT DON'T MATCH. SEE USP
 CATALOGUE. PROVIDE ENGINEERED CALCS
 FOR UPLIFT LOADS DIFFERENT THAN THOSE
 SPECIFIED ON CATALOGUE.
 15-PROVIDE ATTIC ACCESS ABOVE GARAGE AND
 MORNING ROOM IF CLEAR HEIGHT IS MORE
 THAN 24". SEC. 2309.6 FBC 2001.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2002-08-08 Cont ID  
Sent By jgomez Date 2002-08-08 Time 17:55 Rev Time 0.00
Received By jgomez Date 2002-08-08 Time 17:55 Sent To  
Notes
2002-08-08 00:00:00CHECKLIST:
 1-PROVIDE ENGINEERING CALCULATIONS AND
 DIAGRAMS SHOWING HOW ARE EXTERIOR
 WALLS DESIGNED FOR LATERAL STABILITY
 (SHEAR WALLS) SEC. 2105 FBC AND FOR
 LATERAL SUPPORT AS REQUIRED ON SECTION
 2107 FBC. CLARIFY HOW ARE WIND LOADS
 TRANSFERED TO THE ROOF AND FLOOR
 DIAPHRAGMS. (SEC. 104.2.1.2 CITY
 AMENDMENTS TO FBC 2001.
 2-CLARIFY CONNECTION AT POST P1. PROVIDE
 CALCULATIONS SHOWING THAT CONNECTORS
 (TOP AND BOTTOM) WILL RESIST THE LOADS
 TRANSFERED FROM THE FLOOR DIAPHRAGM.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC
 3-CLARIFY COL. SCHEDULE. P1 IS 6X8 POST.
 WHAT IS 4X10 W/ 2X10 NAILED TOGETHER?
 ALSO, USP PA66 IS NOT GOOD FOR A 6X8
 POST. REVISE AS REQUIRED.
 4-NEED RECORDED NOTICE OF COMMENCEMENT.
 5-SPECIFY FIREBLOCKING AT TOP OF STAIRS.
 SEC. 2305.2.2 FBC 2001.
 NOTE: DRAW TOP & BOTTOM TRUSS CHORD TO
 SCALE TO CLARIFY DETAIL.
 6-NEED SIGNED & SEALED SOIL TEST REPORT.
 7-STORM SHUTTERS:
 A)DRAWINGS DON'T MATCH REPORT AND ARE
 NOT LEGIBLE.
 B)CHECK KEY PLAN AND INSTALLATION SCHED.
 WITH ACTUAL PLANS SUBMITTED.
 8-PROVIDE PRODUCT APPROVAL FOR:
 A)ENTRY DOORS W/ LEGIBLE REPORT & DWGS.
 B)SINGLE HUNG WINDOWS FIRST PAGE OF
 REPORT DOESN'T MATCH THE REST.
 C)ARCHED WINDOWS. SEE SIZES SHOWN ON
 PLANS.
 9-PROVIDE 2X STRUCTURAL BUCK DETAIL FOR
 ARCHED WINDOWS AS REQUIRED BY PRODUCT
 APPROVAL. NOTE DETAIL SUBMITTED IS NOT
 CORRECT. SEE ARCHED OPENINGS. THERE IS
 NOT FRAMED WALL. REVISE AS REQUIRED.
 10-SHEET C1 WAS NOT CHANGED.
 11-PROVIDE COMPLETE DETAILS & SPECS FOR
 FRAMED WALLS SHOWING HOW ARE SHEAR
 WALLS TRANSFERING THE LOADS. SEE SEC.
 2313 FBC 2001.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2002-07-03 Cont ID  
Sent By jgomez Date 2002-07-03 Time 18:38 Rev Time 0.00
Received By jgomez Date 2002-07-03 Time 18:38 Sent To D
Notes
2002-07-03 00:00:00CHECKLIST:
 1-NEED RECORDED NOTICE OF COMMENCEMENT.
 2-REVISE ATTIC ACCESS SIZE ON KEY NOTE
 #7. SEE SEC. 2309.6 FBC 2001. 36"MIN.
 3-CLARIFY SIZE OF EGRESS WINDOWS. 34SH
 WINDOW DON'T PROVIDE 24" MIN. CLEAR
 HEIGHT OPENING. ARE THESE CUSTOM MADE
 WINDOWS?. SECTION 1005.4.4 FBC 2001.
 4-CLARIFY STAIRS RATIO. SEE SHEET A-5.
 **NOTE: SEE OTHER COMMENTS ON PLANS AND
 BRING BACK REVIEWED SET.
 5-SPECIFY FIREBLOCKING MATERIALS AND
 LOCATION AT STAIRS. SEC. 2305.1.4 FBC
 6-SPECIFY DRAFSTOPPING LOCATION AND
 MATERIAL AT 2ND FL FRAMING PLAN.
 SEC. 2305.2.2 FBC 2001.
 7-SPECIFY FIRECUTS AT MASONRY WALL AS
 REQUIRED BY SEC. 2305.4 FBC 2001.
 8-PROVIDE SOIL TEST REPORT.
 9-STORM SHUTTERS:
 A)PROVIDE COMPLETE INSTALLATION SCHEDULE
 AND KEY PLAN. SEE CITY SAMPLE.
 B)CLEARLY INDICATE ON DRAWINGS SPECIFIC
 MOUNTING CONDITIONS & ANCHOR TYPE AND
 SPACING TO BE USED ACCORDING TO THE
 MEAN ROOF HEIGHT, DESIGN PRESSURES,
 EDGE DISTANCE, PANEL SPAN, CONNECTION
 TYPE AND STRUCTURE TO BE ATTACHED TO
 (CONCRETE BLOCK OR CONCRETE)
 10-PROVIDE PRODUCT APPROVAL FOR:
 A)DOUBLE ENTRY DOORS AS SHOWN ON PLANS.
 B)COMPLETE PAN AMERICAN WINDOW MULLION
 PRODUCT APPROVAL.
 C)ARCHED WINDOW NEED LEGIBLE DRAWINGS.
 AND SEE SIZES SHOWN ON PLANS.
 D)SINGLE HUNG WINDOWS PRODUCT APPROVAL
 IS NOT GOOD. FIRST PAGE DOESN'T MATCH
 THE REST OF PRODUCT APPROVAL.
 11-PROVIDE UPDATED ORIGINAL LETTER FOR
 MASONRY USED ADDRESSED TO THE CITY OF
 W.P.B. AND THE CONTRACTOR AND SPECIFY
 THE PROJECT.
 12-PROVIDE 2X STRUCTURAL BUCK DETAIL FOR
 FIXED WINDOWS AS REQUIRED ON THE
 SUBMITTED PRODUCT APPROVALS.
 13-SHEET C-1: LOAD CALCULATIONS IS
 MISSING THE INTERNAL PRESSURE
 COEFFICIENT AS REQUIRED ON SECTION
 1606.1.7 FBC 2001.
 14-PROVIDE COMPLETE GABLE END DETAIL.
 SEE SECTION 2117.1.1 FOR CONTINUITY OF
 GABLE END WALL.
Review Stop Z ZONING
Rev No 1 Status P Date 2002-06-18 Cont ID  
Sent By sgraham Date 2002-06-18 Time 07:47 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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