Plan Review Notes
Plan Review Notes For Permit 05040194
Permit Number 05040194
Review Stop B
Sequence Number 1
Notes
Date Text
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.


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