Plan Review Details - Permit 05040194
Plan Review Stops For Permit 05040194
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2005-09-07 Cont ID  
Sent By jgomez Date 2005-09-07 Time 10:28 Rev Time 1.00
Received By jgomez Date 2005-09-06 Time 17:48 Sent To PC
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2005-08-17 Cont ID  
Sent By jgomez Date 2005-08-17 Time 13:48 Rev Time 1.00
Received By jgomez Date 2005-08-17 Time 13:48 Sent To PC
Notes
2005-08-17 00:00:00BUILDING REVIEW THIRD CHECKLIST:
  
 1- ARCHITECT WAS ASKED TO REVISE THE
 ROOF LOADS CHART IN SHEET A2. REVISION
 WAS DONE BY WHITING OUT THE ATTIC LIVE
 LOAD AS REQUIRED BY TABLE 1604.1 FBC
 2001. NOW, CHART IS WRONG BECAUSE THE
 TOTAL LOAD WAS NOT REVISED ACCORDINGLY.
 TOTAL LOAD IS NOW 65PSF NOT 55PSF.
 REVISE AS REQUIRED.
 **NOTE: ARCHITECT TO SEE ATTACHED COPY
 OF FLORIDA STATUTE 553.80(2)(B)REGARDING
 MULTIPLE PLAN REVIEW DENIALS.
  
 2- ENERGY CALCULATIONS: A) AGAIN, IF THE
 ENERGY CALCULATIONS ARE PREPARED BY THE
 ARCHITECT THEY NEED TO BE SIGNED AND
 SEALED AS REQUIRED BY CHAPTER 481
 FLORIDA STATUTES.
  
 B) MISSING THE ADJACENT CEILING AREA.
  
 3- A) CLEARLY IDENTIFY SINGLE HUNG
 WINDOWS TO BE USED TO REVIEW FOR
 COMPLIANCE WITH THE CALCULATED DESIGN
 PRESSURES. CIRCLE IN THE DADE COUNTY NOA
 DRAWINGS SPECIFIC WINDOW (GLASS TYPE) TO
 BE USED.
 B) CLARIFY WHY HIGHLIGHTED WINDOW TYPE
 IN SHEET 3 OF THE FLORIDA PRODUCT
 APPROVAL CALLS FOR 435 LITEHOUSE MODEL,
 WHILE DADE COUNTY NOA CALLS FOR 435
 STORMBREAKER? IS THIS THE SAME MODEL.
 INFORMATION NEED TO MATCH INFORMATION
 SUBMITTED FOR FLORIDA PRODUCT APPROVAL.
  
 4- NOTICE OF COMMENCEMENT EXPIRES AFTER
 90 DAYS IF WORK IS NOT STARTED. NEED
 RE-RECORDED NOC.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ AT (561)805-6712.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2005-07-22 Cont ID  
Sent By jgomez Date 2005-07-22 Time 16:53 Rev Time 2.00
Received By jgomez Date 2005-07-22 Time 16:51 Sent To PC
Notes
2005-07-22 00:00:00CHECKLIST:
 1- ROOF LOADS CHART IN SHEET A2 IS
 WRONG. IT'S NOT TAKING INTO
 CONSIDERATION THE ATTIC LIVE LOAD
 REQUIRED BY TABLE 1604.1 FBC 2001.
 (30PSF LIVE LOAD FOR STORAGE OR 10PSF
 LIVE LOAD WITHOUT STORAGE).
  
 2- STEPS AT ENTRY PORCH AND GARAGE DON'T
 COMPLY WITH SECTION 1007.3.1EXCEPTION
 #1. IT DOESN'T MEET THE REQUIRED RISER
 TREAD RATIO.
  
 3- REVISE ENERGY CALCULATIONS AGAIN:
 A) IF THEY ARE PREPARED BY THE
 ARCHITECT, THEY NEED TO BE SIGNED,
 SEALED AND DATED AS REQUIRED BY CHAPTER
 481 FLORIDA STATUTES.
 B) OVERHANG LENGTH AND HEIGHT ARE
 INCORRECT. SEE SEC. 601.2.A.3 CHAPTER 13
 OF FBC 2001.
 C) OWNER/AGENT TO SIGN AND DATE BOTTOM
 OF FORM.
 D) SLAB ON GRADE PERIMETER CALCULATION
 DOESN'T MATCH PLANS.
 E) NEED ADJACENT CEILING AREA.
  
 4- CLEARLY IDENTIFY SINGLE HUNG WINDOWS
 TO BE USED TO VERIFY COMPLIANCE WITH THE
 CALCULATED DESIGN PRESSURES SINCE
 PRODUCT APPROVAL SUBMITTED HAS SOME
 WINDOWS THAT DON'T MEET THOSE LOADS.
  
 5- SPECIFICATIONS FOR WIRE LATH IN THE
 FASTENER SCHEDULE DON'T MATCH
 SPECIFICATIONS SHOWN ON PORCH SECTION.
 REVISE AS REQUIRED.
  
 6- STAIR SECTION. CLEARLY INDICATE
 FIREBLOCKING IN STAIRWAY SECTION AS
 REQUIRED BY SEC. 2305.1.4 FBC 2001.
 (THERE WAS NOT LETTER ATTACHED WITH
 SUBMITTAL).
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ AT (561)805-6712.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2005-05-04 Cont ID  
Sent By jgomez Date 2005-05-04 Time 18:51 Rev Time 2.50
Received By jgomez Date 2005-05-04 Time 18:51 Sent To PC
Notes
2005-05-04 00:00:00BUILDING REVIEW CHECKLIST:
 1- SECOND FLOOR EGRESS WINDOWS DON'T
 COMPLY WITH SEC. 1005.4.4 FBC 2001. NEED
 TO COMPLY WITH MIN. CLEAR HEIGHT AND
 TOTAL MIN. CLEAR OPENING.
 24SH WINDOWS ARE TYPICALLY 48" HIGH
 WINDOWS. BESIDES, WINDOW PRODUCT
 APPROVAL SUBMITTED DOESN'T SHOW A WINDOW
 THAT WILL PROVIDE THE MIN. CLEAR HEIGHT.
 REVISE WINDOW SCHEDULE AS REQUIRED AND
 SPECIFIED REQUIRED MASONRY OPENING.
  
 2- NEED RECORDED NOTICE OF COMMENCEMENT.
  
 3- PROVIDE SOIL TEST REPORT.
  
 4- SPECIFY 30PSF LIVE LOAD AT ATTIC AREA
 WITH STORAGE AND 10PSF LIVE LOAD AT
 ATTIC AREAS WITHOUT STORAGE. SEE TABLE
 1604.1 FBC 2001.
  
 5- PROVIDE CALCULATIONS SHOWING HOW A
 TWO STORY CONCRETE BLOCK BUILDING ONLY
 REQUIRES SOIL BEARING CAPACITY OF
 2000PSF? SECTION104.2.1.2 OF CITY
 AMENDMENTS TO FBC 2001. SEE FOUNDATION
 NOTES AND GENERAL NOTES WHERE 2000PSF
 SOIL BEARING CAPACITY WAS SPECIFIED.
  
 6- FOUNDATION AND 1ST AND 2ND FLOOR
 PLANS SHOW INCORRECT SCALE. THE SCALE IS
 1/4" NOT 1/8". REVISE AS REQUIRED.
  
 7- SPECIFY DIMENSIONS ON STEPS AT GARAGE
 AREA AND ENTRY PORCH TO VERIFY FOR
 COMPLIANCE WITH SEC. 1007.3.1(1) FBC.
  
 8- STAIR SECTION E/2 DOESN'T MATCH
 STAIRS SHOWN ON PLANS. REVISE AS
 REQUIRED.
  
 9- SPECIFY SAFETY GLASS AT MASTER BATH
 SHOWER WINDOW. SEC. 2405.2.1 FBC 2001.
  
 10- GABLE END WALL DETAIL CALLS FOR
 8"X12" CONCRETE TIE BEAM, WHILETWO
 STORY WALL SECTION CALLS FOR8"X8" BOND
 BEAM. CLARIFY IF USING BOND BEAM
 CONSTRUCTION OR CONCRETE TIE BEAM AND
 REVISE AS REQUIRED.
  
 11- CLARIFY/REVISE COLUMN DETAIL A/1.
 FLOOR FRAMING PLAN SHOWS COLUMN
 RECEIVING 2 GIRDER TRUSSES. DETAIL SHOWS
 COLUMN CAP TO RECEIVE ONE GIRDER TRUSS
 ONLY. REVISE DETAIL AS REQUIRED.
  
 12- PROVIDE ENTRY PORCH GUARDRAIL
 DETAILS AND SPECS TO VERIFY COMPLIANCE
 WITH SEC. 1015.3 AND 1015.4 FBC 2001.
  
 13- BRING PLANS BACK FOR HISTORIC
 RE-STAMPING AFTER CHANGES ARE DONE TO
 ORIGINAL DRAWINGS.
  
 14- PROVIDE COMPLETE INFORMATION FOR
 STORM SHUTTERS INCLUDING KEY PLAN AND
 COMPLETE INSTALLATION SCHEDULE. SEE
 ATTACHED SAMPLE.
  
 15- OWES $220.41 FOR UPDATED VALUATION
 AND RADON FEES.
  
 16- REVISE ENERGY CALCULATIONS:
 A) ARCHITECT NEEDS TO SIGN AND SEAL
 DOCUMENT AS REQ'D BY CHAPTER 481 FL. ST.
  
 B) THIS IS NOT MULTI-FAMILY BLDG.
  
 C) THERE ARE NOT 4 UNITS.
  
 D) IF THIS IS NOT WORST CASE SCENARIO,
 THEN, BUILDING ORIENTION SHOWN ON PAGE 2
 MUST MATCH ACTUAL ORIENTATION OF BLDG.
  
 E) OVERHANG LENGTH AND OVERHANG HEIGHT
 ARE INCORRECT. SEE APPENDIX D ON CHAPTER
 13 FBC 2001 FOR CORRECT WAY OF
 CALCULATING THESE DIMENSIONS.
  
 F) A/C AREA DOESN'T MATCH PLANS.
  
 G) SLAB ON GRADE PERIMETER LINEAR FT
 DON'T MATCH PLANS.
  
 H) NEED ADJACENT WALL AREA.
  
 I) NEED ADJACENT CEILING AREA.
  
 J) UNDER ATTIC AREA IS INCORRECT.
  
 17- PROVIDE FLORIDA OR LOCAL PRODUCT
 APPROVAL FOR:
 A) GARAGE DOOR. NEED LEGIBLE DRAWINGS.
  
 B) SINGLE HUNG WINDOWS AND CLEARLY MARK
 WINDOWS WITH GLASS TYPE USED TO VERIFY
 COMPLIANCE WITH DESIGN PRESSURES
 CALCULATED ON PLANS.
 **NOTE:MAKE SURE THEY SHOW SIZE OF
 WINDOW SPECIFIED ON PLANS FOR EGRESS.
  
 C) TRUSS CONNECTORS SPECIFIED ON PLANS.
  
 NOTE: DON'T SUBMIT PRODUCT APPROVALS FOR
 TYPE OF DOORS/WINDOWS NOT USED.
  
 18- SEPARATE WALL OPENINGS SCHEDULE
 SHEET PREPARED BY THE ARCHITECT DOESN'T
 MATCH OPENINGS SHOWN ON PLANS. REVISE AS
 REQUIRED.
  
 19- PROVIDE DETAIL/SPECS FOR CEILING
 INSTALLATION AT ENTRY PORCH. SEE ASTM
 C-926 AND ASTM C-1063. SPECIFY FASTENER
 SIZE AND SPACING.
  
 20- SHEET A1: A) DETAIL B/1 FOR STEEL
 COLUMN IS KEYED WRONG. REVISE AS REQ'D.
  
 B) FASTENER SCHEDULE: * USING SHINGLES
 NOT ROOF TILE. REVISE AS REQUIRED.
 **REVISE WIRE LATH FASTENER AND SPACING
 IF IT'S FOR CEILING APPLICATION.
  
 21- SHEET A2: A) BEAM HANGER DETAIL J/2:
 SPECIFY HOW MUCH EMBEDMENT IS REQUIRED
 FOR ANCHOR BOLT INTO BOND BEAM. SECTION
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
  
 B) SPECIFY HOW MUCH EMBEDMENT IS REQ'D
 FOR 5/8" ANCHOR BOLT INTO BOND BEAM AT
 4"X6" PT WOOD LEDGER. SEC. 104.2.1.2
 CITY AMENDMENTS TO FBC 2001.
  
 C) SPECIFY ANCHOR STRAPS AT FLOOR
 TRUSSES. APPROVED STRAPS ARE NOT
 COMPLETE SPECS. SEC. 104.2.1.2 CITY
 AMENDMENTS TO FBC 2001.
  
 D) CLARIFY WHY SPECIFYING A 1 1/2" WATER
 STOP RECESS ON A STEM WALL TYPE
 FOUNDATION. SEC. 104.2.1.2 CITY
 AMENDMENTS TO FBC 2001.
  
 E) FOOTING AT PORCH SECTION DOESN'T
 MATCH FOUNDATION PLAN. REVISE AS REQ'D.
  
 F) UPDATE TRUSS ANCHOR SCHEDULE. SEE
 MANUFACTURER LATEST CATALOGUE. PROVIDE
 COMPLETE ENGINEERING CALCS FOR NUMBER
 AND TYPE OF FASTENERS THAT DIFFER FROM
 THOSE TESTED AND PUBLISHED BY
 MANUFACTURER. SEC. 104.2.1.2 CITY
 AMENDMENTS TO FBC 2001.
  
 G) REVISE ROOF SHEATHING NOTES. YES
 THERE ARE GABLE ENDS AND ZONE 3 AREAS.
 SEE PLANS AND TABLE 2306.1 CITY
 AMENDMENTS.
  
 H) WIND DESIGN INFORMATION: THIS IS TYPE
 V BUILDING, NOT VI. SEE CHAPTER 6 FBC
 2001.
  
 I) STAIR SECTION. CLEARLY INDICATE
 FIREBLOCKING AT TOP OF STAIRS. SEE SEC.
 2305.1.4 FBC 2001.
 **ALSO: REVISE PIKET SPACING. SEE SEC.
 1015.3 FBC 2001.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ AT (561)805-6712.
Review Stop E ELECTRICAL
Rev No 3 Status N Date 2006-06-28 Cont ID  
Sent By dpalmer Date 2006-06-28 Time 16:56 Rev Time 0.00
Received By dpalmer Date 2006-06-28 Time 16:56 Sent To P
Notes
2006-06-28 00:00:00TITLE BLOCK ONLY INDICATES PLUMB REV,
 ALL MECH AND ELECTRICAL CROSSED OUT AS
 PER CONTRACTORS REQUEST. SHEET FOR PLUMB
 REV ONLY AND REDLINED ACCORDINGLY
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2005-06-30 Cont ID  
Sent By btrobaug Date 2005-06-30 Time 11:32 Rev Time 0.50
Received By btrobaug Date 2005-06-30 Time 11:00 Sent To M
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2005-04-13 Cont ID  
Sent By btrobaug Date 2005-04-13 Time 18:05 Rev Time 0.50
Received By btrobaug Date 2005-04-13 Time 17:50 Sent To M
Notes
***NONE***
Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2005-04-04 Cont ID  
Sent By ptjomsto Date 2005-04-04 Time 11:41 Rev Time 0.00
Received By ptjomsto Date 2005-04-04 Time 11:41 Sent To  
Notes
2005-04-04 00:00:00HISTORIC APPROVED 4/4/05 BY N F
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2006-06-22 Cont ID  
Sent By adarroug Date 2006-06-22 Time 15:56 Rev Time 0.00
Received By adarroug Date 2006-06-22 Time 15:56 Sent To E
Notes
2006-06-22 00:00:00TO "E" BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2005-08-30 Cont ID  
Sent By adarroug Date 2005-08-30 Time 13:23 Rev Time 0.00
Received By adarroug Date 2005-08-30 Time 13:23 Sent To B
Notes
2005-08-30 00:00:00TO "JGOMEZ" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2005-07-29 Cont ID  
Sent By adarroug Date 2005-07-29 Time 16:43 Rev Time 0.00
Received By adarroug Date 2005-07-29 Time 16:43 Sent To B
Notes
2005-07-29 00:00:00TO "JGOMEZ" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2005-06-16 Cont ID  
Sent By shill Date 2005-06-16 Time 13:10 Rev Time 0.00
Received By shill Date 2005-06-16 Time 13:10 Sent To P
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2005-04-12 Cont ID  
Sent By adarroug Date 2005-04-12 Time 16:23 Rev Time 0.00
Received By adarroug Date 2005-04-12 Time 16:23 Sent To E
Notes
2005-04-12 00:00:00TO "SFR" "E"
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2005-05-04 Cont ID  
Sent By jgomez Date 2005-05-04 Time 18:56 Rev Time 0.00
Received By jgomez Date 2005-04-04 Time 16:10 Sent To  
Notes
2005-04-04 00:00:00TO "Z" BOX
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2005-07-06 Cont ID  
Sent By hmoser Date 2005-07-06 Time 15:27 Rev Time 0.00
Received By hmoser Date 2005-07-06 Time 15:27 Sent To B
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date   Cont ID  
Sent By   Date 2005-04-18 Time   Rev Time 0.00
Received By hmoser Date 2005-04-18 Time 09:32 Sent To P
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status P Date 2006-06-30 Cont ID  
Sent By mperson Date 2006-06-30 Time 14:31 Rev Time 0.33
Received By mperson Date 2006-06-30 Time 14:30 Sent To PC
Notes
2006-06-30 00:00:00REVISION: ISOMETRIC SANITARY RISER
 DIAGRAM, CHANGE LOCATION OF DRAINAGE AND
 VENT ON WASHING MACHINE.
Review Stop P PLUMBING
Rev No 2 Status P Date 2005-06-29 Cont ID  
Sent By jleech Date 2005-06-29 Time 19:09 Rev Time 0.50
Received By jleech Date 2005-06-29 Time 19:09 Sent To E
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2005-04-20 Cont ID  
Sent By kstevens Date 2005-04-20 Time 07:07 Rev Time 0.50
Received By kstevens Date 2005-04-20 Time 07:07 Sent To B
Notes
2005-04-20 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
  
 1) SHT A3 OF 4, SANITARY RISER DIAGRAM
 DOES NOT MEET THE CODE REQUIREMENTS, NOR
 DOES IT REFLECT THE FLOOR PLAN.
 A) SECTION 909.1 KITCHEN SINK AND WASH
 MACHINE SHALL NOT DRAIN INTO THE
 WET-VENT FOR THE POWDER ROOM. THESE
 FIXTURES SHALL DISCHARGE DOWNSTREAM OF
 THE POWDER ROOM FIXTURES.
 B) MASTER BATH SHOWS SHOWER ON FLOOR
 PLAN, BUT TUB ON THE RISER DIAGRAM.
 SECTION 104.2.1.
 C) MASTER BATH SHOWS A LAV ON THE FLOOR
 PLAN, BUT SHOWS A LAV ON THE RISER
 DIAGRAM. SECTION 104.2.1.
  
 2) SEE RED LINE CORRECTIONS ON ONE SET
 OF PLANS.
  
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 1 Status P Date 2005-04-11 Cont ID  
Sent By mmclean Date 2005-04-11 Time 15:53 Rev Time 0.00
Received By mmclean Date 2005-04-11 Time 15:53 Sent To I
Notes
2005-04-11 00:00:00JOHN ROACH APPROVED (VARIANCE)


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