Plan Review Details - Permit 00100894
Plan Review Stops For Permit 00100894
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2001-04-24 Cont ID  
Sent By dpalmer Date 2001-04-24 Time 18:16 Rev Time 0.00
Received By dpalmer Date 2001-04-24 Time 18:15 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2001-02-14 Cont ID  
Sent By dpalmer Date 2001-02-14 Time 16:47 Rev Time 0.00
Received By dpalmer Date 2001-02-14 Time 16:47 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2001-01-03 Cont ID  
Sent By dpalmer Date 2001-01-03 Time 11:20 Rev Time 0.00
Received By dpalmer Date 2001-01-03 Time 11:20 Sent To  
Notes
2001-01-08 00:00:00NOTES ON 00100882
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2000-12-14 Cont ID  
Sent By dpalmer Date 2000-12-14 Time 21:35 Rev Time 0.00
Received By dpalmer Date 2000-12-14 Time 21:35 Sent To  
Notes
2001-01-08 00:00:00*************** UNSAT ******************
  
 SEE NOTES ATTACHED TO 00100882
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2000-12-19 Cont ID  
Sent By mcarsill Date 2000-12-19 Time 11:58 Rev Time 0.00
Received By mcarsill Date 2000-12-19 Time 11:58 Sent To  
Notes
2001-01-08 00:00:001) BUILDING ADDRESS REQUIRED FOR FIRE
 AND PARAMEDICAL RESPONSE.
 2) WET FIRE HYDRANTS ARE TO BE PRESENT
 PRIOR, DURING AND AFTER CONSTRUCTION.
  
 CAPTAIN MIKE CARSILLO
 659-8096,EXT.8497
 835-2910
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2001-02-24 Cont ID  
Sent By jleech Date 2001-02-24 Time 10:01 Rev Time 0.50
Received By jleech Date 2001-02-24 Time 10:00 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2000-12-06 Cont ID  
Sent By jleech Date 2000-12-06 Time 10:49 Rev Time 1.00
Received By jleech Date 2000-12-06 Time 10:48 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status P Date 2001-05-08 Cont ID  
Sent By kstevens Date 2001-05-08 Time 13:52 Rev Time 0.25
Received By kstevens Date 2001-05-08 Time 13:52 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2001-02-24 Cont ID  
Sent By jleech Date 2001-02-24 Time 10:01 Rev Time 0.50
Received By jleech Date 2001-02-24 Time 10:01 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2000-12-06 Cont ID  
Sent By jleech Date 2000-12-06 Time 10:49 Rev Time 1.00
Received By jleech Date 2000-12-06 Time 10:49 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status F Date 2001-02-12 Cont ID  
Sent By jgomez Date 2001-02-12 Time 14:18 Rev Time 0.25
Received By jgomez Date 2001-02-12 Time 14:18 Sent To  
Notes
2001-02-12 00:00:00TRUSS DRAWINGS CHECKLIST:
 SEE COMMENTS ON PERMIT NUMBER 00100882.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2001-01-04 Cont ID  
Sent By jgomez Date 2001-01-04 Time 11:13 Rev Time 1.00
Received By jgomez Date 2001-01-04 Time 11:13 Sent To  
Notes
2001-01-08 00:00:00APPROVED WITH PROVISO. SEE # 00-10-0882.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2000-12-26 Cont ID  
Sent By jgomez Date 2000-12-26 Time 12:03 Rev Time 5.00
Received By jgomez Date 2000-12-26 Time 12:03 Sent To  
Notes
2001-01-08 00:00:00CHECKLIST:
 1-REVISE SURVEYS. SEE COMMENTS
 2-CLARIFY SIZE OF EGRESS WINDOWS AT 2ND
 FLOOR BEDROOMS. SLIDING WINDOW AND
 SINGLE HUNG WINDOWS DESCRIPTION DON'T
 MATCH OPENING SIZE. SEE PRODUCT
 APPROVAL FOR RIGHT SIZES.
 3-MODEL C DOESN'T COMPLY WITH TABLE 600
 OF SBC 1997 WHEN USING THE SLIDING
 GLASS DOORS OPTION.
 4-SIGNED, SEALED AND DATED SOIL TEST
 REPORT WASN'T INCLUDED IN THIS PACKAGE
 5-SOIL TEST REPORT RECOMMENDS FOOTINGS
 TO HAVE 18" EMBEDMENT. REVISE FOOTING
 SIZE AS REQUIRED OR PROVIDE CALCS AND/
 OR REASON WHY SOIL TEST REPORT
 RECOMMENDATIONS ARE NOT NECESSARY TO
 FOLLOW.
 6-SPECIFY GLASS AREAS TO HAVE SAFETY
 GLASS. EG KITCHEN WINDOW.
 SECTION 2405.2 SBC 1997.
 7-PROVIDE PRODUCT APPROVAL FOR:
 -HORIZONTAL SLIDERS (IT'S EXPIRED).
 -FIREPLACE UL LISTING AND SPECS.
 -TWO HOUR CONCRETE BLOCK: PROVIDE
 CERTIFICATION FROM MANUFACTURER'S
 ENGINEER STATING THAT CONCRETE BLOCK
 EQUIVALENT THICKNESS COMPLIES W/ ASTM
 C140 FOR FIRE RESISTANCE.
 SECTION 709.3 SBC 1997.
 -WINDOW MULLIONS.
 -NOTE: USE ONLY ONE TYPE OF PRODUCT
 APPROVAL. SBCCI OR DADE COUNTY TO
 AVOID CONFLICTS.
 8-REVISE ENERGY CALCS FOR MODEL D.
 THERE ARE 4 BEDROOMS NOT 3.
 9-STORM PANELS:
 -PROVIDE KEY PLAN FOR INSTALLATION
 SCHEDULE.
 -CLEARLY INDICATE ON STORM PANELS DWGS
 THE SPECIFIC MOUNTING METHOD & ANCHORS
 TO BE USED ACCORDING TO THE MEAN ROOF
 HEIGHT,DESIGN PRESSURES,EDGE DISTANCE,
 PANEL SPAN, CONNECTION TYPE AND
 STRUCTURE TO BE ATTACHED TO.
 10-SEE COMMENTS ON PLANS, INCLUDING THE
 OTHER TRADES.
 11-SPECIFY DRAFTSTOPPING AT SECOND FLOOR
 FRAMING PLAN. SEC. 2305.2 SBC 1997.
 SPECIFY MATERIAL AND LOCATION.
 12-TRUSS DRAWINGS:
 -REVISE ENGINEERED TRUSSES: THERE IS
 ONLY ONE MEAN ROOF HEIGHT FOR ENTIRE
 BUILDING AS PER TABLE 1606.2A SBC 1997
 -DESIGN CONSIDERATIONS AT BOTTOM OF
 ENGINEERED TRUSSES STATE "WALL HEIGHT"
 SBC 1997 USES MEAN ROOF HEIGHT, NOT
 "WALL HEIGHT". REVISE AS REQUIRED.
 -TRUSS ENGINEER TO HAVE ORIGINAL
 SIGNATURE ON TRUSS LAYOUT.
 CHAPTER 471 OF FLORIDA STATUTES.
 -ENGINEERED TRUSS DRAWINGS HAVE TWO
 DIFFERENT SIGNATURES. REVISE AS REQ'D
 BY CHAPTER 471 OF FLORIDA STATUTES.
 -UPDATE AND SIGN, SEAL AND DATE ALL
 GENERAL TRUSS DRAWINGS.
 NOTE: DON'T USE OLD COPIES THAT HAVE
 THE SEAL OF ANOTHER ENGINEER. SEE
 CHAPTER 471 OF FLORIDA STATUTES.
 -CLARIFY WHY THERE ARE TWO ENGINEERED
 TRUSSES T12 WITH DIFFERENT LOADS?
  
  
  
  
 NOTES:
  
 -IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ AT 659-8096 EXT. 8232.
  
 -PLEASE USE THE 11"X17" FOR RESUBMITTAL
 OF THE 2 SETS.THIS SIZE OF PAPER IS
 EASIER TO HANDLE AND TO FILE.
Review Stop Z ZONING
Rev No 1 Status P Date 2000-11-01 Cont ID  
Sent By sgraham Date 2000-11-01 Time 11:48 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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