Plan Review Details - Permit 00100882
Plan Review Stops For Permit 00100882
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2001-04-16 Cont ID  
Sent By jgomez Date 2001-04-16 Time 10:15 Rev Time 0.50
Received By jgomez Date 2001-04-16 Time 10:15 Sent To  
Notes
2001-04-16 00:00:00TRUSS DRAWINGS REVIEW.
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2001-03-14 Cont ID  
Sent By jgomez Date 2001-03-14 Time 18:19 Rev Time 1.00
Received By jgomez Date 2001-03-14 Time 18:19 Sent To  
Notes
2001-03-14 00:00:00TRUSS DRAWINGS CHECKLIST:
  
 1-THERE SHALL BE ONLY ONE MEAN ROOF
 HEIGHT FOR ENTIRE BUILDING. TABLE
 1606.2A OF SBC 1997 NOTE #1.
 SEE COPY OF DESIGN CERTIFICATION FOR
 BUILDING CODE COMPLIANCE FORM
 CALCULATED BY THE ARCHITECT FOR THIS
 BUILDING.
 (THIS IS THE THIRD TIME THAT THIS
 ITEM HAS BEING REQUESTED TO BE
 REVISED).
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2001-02-12 Cont ID  
Sent By jgomez Date 2001-02-12 Time 11:57 Rev Time 0.50
Received By jgomez Date 2001-02-12 Time 11:57 Sent To  
Notes
2001-02-12 00:00:00TRUSS DRAWINGS CHECKLIST:
 1-TRUSS DRAWINGS PACKAGE SUBMITTED IS
 THE SAME PACKAGE THAT WAS SUBMITTED
 AND REJECTED ORIGINALLY. NOTHING WAS
 DONE TO REVISE THE PREVIOUS COMMENTS.
 2-REVISE ENGINEERED TRUSS DRAWINGS.
 THERE IS ONLY ONE MEAN ROOF HEIGHT FOR
 ENTIRE BUILDING (NOTE: KEEP IN MIND
 THAT SOME MODELS ARE TWO STORY).
 TABLE 1606.2A SBC 1997.
 3-DESIGN CONSIDERATIONS AT BOTTOM OF
 ENGINEERED TRUSSES STATE "WALL HEIGHT"
 SBC 1997 USES MEAN ROOF HEIGHT, NOT
 "WALL HEIGHT". REVISE AS REQUIRED.
 4-TRUSS ENGINEER TO HAVE ORIGINAL
 SIGNATURE ON TRUSS LAYOUT. CHAPTER 471
 OF FLORIDA STATUTES.
 5-ENGINEERED TRUSS DRAWINGS HAVE TWO
 DIFFERENT SIGNATURES. WHY?. SEE
 CHAPTER 471 OF FLORIDA STATUTES.
 REVISE AS REUIRED.
 6-UPDATE ALL GENERAL TRUSS DETAILS AND
 SIGN, SEAL AND DATE AS REQUIRED BY
 CHAPTER 471 OF FLORIDA STATUTES.
 BE CAREFUL NOT TO SIGN AND SEAL
 DOCUMENTS THAT ARE PREPARED BY OTHER
 ENGINEER. SEE CHAPTER 471 FL. STATUTES
 7-CLARIFY WHY THERE ARE TWO ENGINEERED
 TRUSSES T12 WITH DIFFERENT LOADS?.
  
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ AT 659-8096 EXT. 8232.
  
 NOTE:
 THIS CHECKLIST APPLIES TO THE FOLLOWING
 PERMITS: 00100886, 00100888, 00100890
 AND 00100894.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2001-02-07 Cont ID  
Sent By jgomez Date 2001-02-07 Time 09:51 Rev Time 2.00
Received By jgomez Date 2001-02-07 Time 09:51 Sent To  
Notes
2001-02-07 00:00:001-FLOOD ZONE "AO". WILL NEED ELEVATION
 CERTIFICATE.
  
 2-REVISE SIZE OF WINDOW "G". NEED TO BE
 24 1/2 SHMIN. IN ORDER TO MEET THE
 EGRESS REQUIREMENTS.
  
 3-MODEL C: GLASS BLOCK AT SECOND FLOOR
 ZERO LOT LINE TO BE 1 HR FIRE RATED.
 12" GLASS BLOCK DOESN'T HAVE THE 1HR.
 FIRE RATING. REVISE AS REQUIRED.
  
 4-STORM PANELS INFORMATION TO BE
 SUBMITTED UNDER A SEPARATE PERMIT.
  
 5-MODEL C:
 REVISE SIZE OF SLIDING GLASS DOORSAT
 MORNING ROOM TO MEET TABLE 600 SBC/97.
  
  
 NOTE:
 -THESE COMMENTS APPLY TO THE FOLLOWING
 PERMIT NUMBERS: 00100886, 00100888,
 00100890 AND 00100894.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2001-01-03 Cont ID  
Sent By jgomez Date 2001-01-03 Time 19:07 Rev Time 1.00
Received By jgomez Date 2001-01-03 Time 19:07 Sent To  
Notes
2001-01-08 00:00:00APPROVED WITH PROVISO:
 1-FLOOD ZONE "AO". WILL NEED ELEVATION
 CERTIFICATE.
 2-REVISE SURVEYS AS REQ'D. SEE COMMENTS.
 3-CLARIFY SIZE OF EGRESS WINDOWS AT 2ND
 FLOOR BEDRMS. DESCRIPTION OF WINDOWS,
 WINDOW SIZES CALLED & PRODUCT APPROVAL
 DON'T MATCH. REVISE/CLARIFY AS REQ'D.
 4-MODEL C DOESN'T COMPLY WITH TABLE 600
 OF SBC 1997 WHEN USING THE SLIDING
 GLASS DOORS OPTION.
 9'-8"+4"=10'-0" UP TO 10' IS 20% OP'NG
 5-SOIL TEST REPORT RECOMMENDS FOOTINGS
 TO HAVE 18" EMBEDMENT. REVISE FOOTINGS
 AS REQUIRED OR PROVIDE CALCS AND/OR
 REASON WHY RECOMMENDATIONS ARE NOT
 NECESSARY TO FOLLOW.
 6-SIGNED, SEALED AND DATED SOIL TEST
 REPORT WAS NOT INCLUDED IN THIS PACK.
 PLEASE SUBMIT.
 7-SPECIFY GLASS AREAS TO HAVE SAFETY
 GLASS. EG: KITCHEN WINDOW.
 SECTION 2405.2 SBC 1997.
 8-PROVIDE PRODUCT APPROVAL FOR:
 -HORIZONTAL SLIDERS (IT'S EXPIRED).
 -FIREPLACES UL LISTING AND SPECS.
 -TWO HOUR CONCRETE BLOCK CERTIFICATION
 FROM MANUFACTURER'S ENGINEER STATING
 THAT CONCRETE BLOCK EQUIVALENT
 THICKNESS COMPLIES WITH ASTM C140 FOR
 2 HR FIRE RESISTANCE.
 SECTION 709.3 SBC 1997.
 -WINDOW MULLIONS.
 -NOTE: USE ONLY ONE TYPE OF PRODUCT
 APPROVAL: SBCCI OR DADE COUNTY TO
 AVOID CONFLICTS AND MISMATCH.
 9-REVISE ENERGY CALCULATIONS FOR MODEL D
 THERE ARE 4 BEDROOMS, NOT THREE.
 10-STORM PANELS:
 -PROVIDE COMPLETE INFORMATION FOR
 STORM PANELS UNDER A SEPARATE PERMIT.
 11-SEE COMMENTS ATTACHED AND ON PLANS,
 INCLUDING THOSE BY THE OTHER TRADES.
 12-SPECIFY DRAFSTOPPING AT 2ND FLOOR
 FRAMING PLAN. SEC. 2305.2 SBC 1997.
 SPECIFY MATERIAL AND LOCATION.
 13-TRUSS DRAWINGS:
 -REVISE ENGINEERED TRUSSES: THERE IS
 ONLY ONE MEAN ROOF HEIGHT FOR ENTIRE
 BUILDING. TABLE 1606.2.A SBC 1997.
 -DESIGN CONSIDERATIONS AT BOTTOM OF
 ENGINEERED TRUSSES STATE "WALL HEIGHT"
 SBC REFERS TO MEAN ROOF HEIGHT, NOT
 "WALL HEIGHT". REVISE AS REQUIRED.
 -TRUSS ENGINEER TO HAVE ORIGINAL
 SIGNATURE ON TRUSS LAYOUT.
 CHAPTER 471 FLORIDA STATUTES.
 -ENGINEERED TRUSS DRAWINGS HAVE TWO
 DIFFERENT SIGNATURES. REVISE AS REQ'D.
 BY CHAPTER 471 FLORIDA STATUTES.
 -UPDATE AND SIGN, SEAL AND DATE ALL
 GENERAL TRUSS DRAWINGS.
 NOTE: DON'T USE OLD COPIES WITH THE
 SEAL OF ANOTHER ENGINEER.
 -CLARIFY WHY THERE ARE TWO DIFFERENT
 T12 TRUSSES?.
  
  
 NOTES:
  
 A)PLEASE USE THE 11"X17" SHEETS FOR
 RESUBMITTALS. IT'S EASIER TO HANDLE
 AND FILE.
 B)IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ AT 659-8096 EXT. 8232.
 C)THIS PROVISO APPLIES TO PERMIT NUMBERS
 00100886, 00100888, 00100890 AND
 00100894.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2000-12-26 Cont ID  
Sent By jgomez Date 2000-12-26 Time 18:16 Rev Time 0.33
Received By jgomez Date 2000-12-26 Time 18:16 Sent To  
Notes
2001-01-08 00:00:00SEE CHECKLIST ON 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 18:11 Rev Time 0.00
Received By dpalmer Date 2001-04-24 Time 18:11 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 16:45 Rev Time 0.00
Received By dpalmer Date 2001-02-14 Time 16:45 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2001-01-02 Cont ID  
Sent By dpalmer Date 2001-01-02 Time 14:48 Rev Time 0.00
Received By dpalmer Date 2001-01-02 Time 14:48 Sent To  
Notes
2001-01-08 00:00:00************ REVISION REQUESTED ********
  
 1)NOTE: PLEASE NOTE THAT ALL ELECTRICAL
 PLANS NEED TO HAVE A NOTE REFERENCING
 SHEET HC-1 FOR FAIR HOUSING ACT REQ`D
 HEIGHTS.
  
 PLEASE SUBMIT THE ABOVE FOR REVIEW
 BEFORE ANY ELECTRICAL SLAB INSPECTION IS
 CALLED IN. IF THERE ARE ANY QUESTIONS
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRCIAL PLAN REVIEW
 561-659-8096 EXT 8372
  
  
 NOTES ARE ALSO FOR PERMIT #`S
  
 00100890
 00100886
 00100888
 00100894
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2000-12-14 Cont ID  
Sent By dpalmer Date 2000-12-14 Time 21:25 Rev Time 0.00
Received By dpalmer Date 2000-12-14 Time 21:25 Sent To  
Notes
2001-01-08 00:00:00***************** UNSAT ***************
  
 1)NOTE: PLEASE LABEL ALL OUTLETS AS GFI/
 GFI PROTECTED. PER 210-8-A-6.
  
  
 2)NOTE: PLEASE SEE THE REQ`MENTS OF
 THE FAIR HOUSING ACT REG,24 CFR 100.205
 PLEASE MAKE NOTATIONS ON PLANS FOR
 HEIGHT REQ`MENTS.
  
 THESE ARE THE SAME NOTES FOR THE FOLLOW-
 -ING PERMIT #`S.
 00100894
 00100890
 00100888
 00100886
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 659-8096 EXT 8372
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2000-12-19 Cont ID  
Sent By mcarsill Date 2000-12-19 Time 10:13 Rev Time 0.00
Received By mcarsill Date 2000-12-19 Time 10:13 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 10:04 Rev Time 0.00
Received By jleech Date 2001-02-24 Time 10:04 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 07:07 Rev Time 1.50
Received By jleech Date 2000-12-06 Time 07:07 Sent To  
Notes
2001-01-08 00:00:00PROVISO;
  
 1.SECONDARY DRAIN PROTECTION REQUIRED
 FOR ALL A/H INSIDE THE DWELLING UNIT
 97 SMC SEC. 304.8.6.2.
  
 2.APT. B-1. A/H NOT CAPABLE OF DELIVERY
 OF 1200 CFM. PAGE BIR-MP-1 SHOWS 3
 TON CONDENSOR UNIT ON FLOOR PLAN BUT
 AIR CONDITIONING SCHEDULE ON PAGE
 B-MP-4 SHOWS 2 1/2 TON SYSTEM.
  
 3. MISSING PAGE BMP-4.
Review Stop P PLUMBING
Rev No 3 Status P Date 2001-05-08 Cont ID  
Sent By kstevens Date 2001-05-08 Time 14:17 Rev Time 0.25
Received By jleech Date 2001-05-08 Time 14:17 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 10:05 Rev Time 0.00
Received By jleech Date   Time   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 07:35 Rev Time 1.50
Received By jleech Date 2000-12-06 Time 07:35 Sent To  
Notes
2001-01-08 00:00:00PROVISO;
  
 1.PAGE BIR-MP-1 AND B-MP-1. SANITARY
 RISER DIAGRAM; TUB VENT MUST BE WASHED
 BY A FIXTURE.94 SPC SEC. 921.4.2.
 LAUNDRY TUB IS AN OPTION SO VENT FOR
 TUB WILL NOT ALWAYS HAVE A FIXTURE
 TO WASH THE TUB VENT.
  
 2.SAME PAGES AS ABOVE. WATER RISER
 DIAGRAM IS NOT SIZED PROPERLY. TWO
 FIXTURES ON 1/2" COLD AND FOUR
 FIXTURES ON 1/2" HOT. COUNTY WIDE
 AMENDMENTS 607.7.
Review Stop Z ZONING
Rev No 1 Status P Date 2000-11-01 Cont ID  
Sent By sgraham Date 2000-11-01 Time 11:45 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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