Plan Review Notes
Plan Review Notes For Permit 04110992
Permit Number 04110992
Review Stop B
Sequence Number 1
Notes
Date Text
2004-12-10 00:00:00CHECKLIST:
 1-SURVEY DOESN'T MATCH PLANS. ALSO,
 PROVIDE 2 COPIES.
  
 2-PROVIDE SPECIFICATIONS FOR ATTIC LIVE
 LOAD (BOTTOM CHORD OF TRUSSES) AS
 REQ'DBY TABLE 1604.1 FBC 2001. ALSO,
 SPECIFY 10PSF OR 30PSF IF IT'S FOR
 STORAGE OR NOT.
  
 3-SPECIFY TYPE AND SPACING FOR WWM
 SUPPORTS AS REQ'D BY SEC. 1909.3 FBC.
 ***NOTE: SPECIFY JOINTS AS REQUIRED ON
 SOIL TEST REPORT INDICATIONS.
  
 4-SPECIFY TILE FASTENING AS REQUIRED BY
 SEC. 104.2.1.1 CITY AMENDMENTS TO FBC.
  
 5-ENTRY DOOR TO PROVIDE 32" MIN. CLEAR
 OPENING PER LEAF AS REQUIRED BY TABLE
 1004 FBC 2001. REVISE AS REQUIRED.
  
 6-AREA CALCULATIONS DON'T ADD UP.
 REVISE
 AS REQUIRED.
  
 7-PROVIDE 1ST FLOOR COMPLETE BATHROOM
 WITH DOOR THAT ALLOWS 29" MIN. CLEAR
 OPENING AS REQ'D BY SEC. 11-11 FBC
 2001.
 REVISE DOOR SIZE AT TOILET ROOM.
  
 8-STAIRS: A) PROVIDE COMPLETE FRAMING
 DETAIL.
 B) DETAIL/SECTIONS TO MATCH PLANS.
 C) REVISE STAIRS RATIO SPECIFIED ON
 SHEET A1. SEE SEC. 1007.3 EXCEPTION 1.
 D) REVISE HANDRAIL HEIGHT SPECIFIED ON
 DRAWING A10. SEE SEC. 1007.5 FBC 2001.
 E) SPECIFY FIREBLOCKING LOCATION AND
 MATERIAL AS REQ'D BY SEC. 2305.1.4 FBC.
  
 9-ALL ATTIC ACCESS AT 2ND FLOOR TO BE
 20X36 MIN AS REQ'D BY SEC. 2309.6 FBC.
  
 10-SPECIFY ALL CONNECTORS ON ROOF
 FRAMING PLANS. SEE COMMENTS ON PLANS
 FOR
 MISSING CONNECTORS. SEC. 104.2.1.2 CITY
 AMENDMENTS TO FBC 2001.
  
 11-SPECIFY TOP CONNECTORS FOR COLUMNS
 AT
 LANAI AREA. PROVIDE DETAIL SHOWING HOW
 THE CONNECTOR WORKS. SEC. 104.2.1.2
 CITY
 AMENDEMNTS TO FBC 2001.SPECIFY
 CONNECTORS FOR (3)2X12 BEAM AT ENTRY.
 SEC. 104.2.1.2 CITY AMENDEMTNS TO FBC.
  
 12-SPECIFY CONNECTORS FOR LANAI BEAMS.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
  
 13-AFTER CORRECTIONS ARE DONE TO THE
 DWGS, BRING THEM FOR HISTORICAL
 APPROVAL
 AND STAMPING OF PLANS PRIOR TO
 SUBMITTAL
 TO THIS OFFICE TO EXPEDITE REVIEW.
  
 14-UPDATE TRUSS ANCHOR SCHEDULE. SEE
 LATEST CATALOGUE THAT IS UPDATED TO
 COMPLY WITH SEC. 1609.4.3 FBC 2001
 REGARDING THE STEEL STRESS INCREASE.
 **NOTE: PROVIDE COMPLETE ENGINEEING FOR
 TYPE AND NUMBER OF FASTENERS THAT
 DIFFER
 FROM THOSE TESTED AND PUBLISHED BY THE
 MANUFACTURER. SEC. 104.2.1.2 CITY
 AMENDMENTS TO FBC 2001.
  
 15-PROVIDE COMPLETE DETAIL/SPECS FOR
 FRAMING AT ARCHED WINDOWS/DOORS.
 SECTION
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
  
 16-PROVIDE STRUCTURAL BUCK DETAIL FOR
 2X
 BUCK AS REQUIRED ON STANLEY DOOR
 PRODUCT
 APPROVAL. SEC. 104.2.1.2 CITY
 AMENDMENTS
 TO FBC 2001.
  
 17-PROVIDE FLORIDA/LOCAL PRODUCT
 APPROVAL FOR: A)ARCHED ENTRY DOORS AS
 SHOWN ON PLANS.
 B) STRUCTURAL CONNECTORS USED
 (SIMPSON/USP).
 C) MULLIONS AND CLEARLY INDICATE SIZE
 AND FASTENER TYPE USED.
  
 18-PROVIDE COMPLETE DETAILS AND SPECS
 FOR
 GUARDRAIL AT 2ND STORY VERANDA. SEE
 SEC.
 1015 FBC 2001.
  
 19-CONTRACTOR TO UPDATE WORKERS COMP.
  
 20-SPECIFY LOCATION AND MATERIAL FOR
 DRAFSTOPPING REQUIRED AT 2ND FLOOR BY
 SEC. 2305.2.2 FBC 2001.
  
 21-NORTH ARROW ORIENTATION SHOWN ON
 SITE
 PLAN SHEET SP1 IS INCORRECT. REVISE.
  
 22-SHEET A1: WALLS AROUND FUTURE
 ELEVATOR ARE BEARING WALLS, BUT THEY
 ARE
 SHOWN AS NON-BEARING WALLS. REVISE.
  
 23-SHEET A5: A) SPECIFY FOOTING SIZE
 FOR
  
 BEARING WALLS AT FUTURE ELEVATOR AREA.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 B) SPECIFY MISSING CONNECTORS AT GARAGE
 WALKWAY AND LANAI. SEE COMMENTS ON
 PLAN.
  
 24-SHEET A6: SPECIFY MISSING
 CONNECTORS.
 SEE PLANS FOR COMMENTS. SEC. 104.2.1.2
 CITY AMENDMENTS TO FBC 2001.
  
 25-SHEET A7: A) PROVIDE WALL SECTION
 DETAIL THRU EXTERIOR BEARING WALL
 SUPPORTED ON GIRDER TRUSSES. SPECIFY
 ALL
 FASTENERS. SEC. 104.2.1.2 CITY
 AMENDMENT
 B) PROVIDE DETAIL SECTION AT VERANDA
 COLUMN SHOWING HOW ARE SPECIFIED
 CONNECTORS INSTALLED. SEC. 104.2.1.2
 CITY AMENDMENTS TO FBC 2001. SEE PLANS.
 C) PROVIDE DETAIL SECTION AT TRANSITION
 OF WOOD FRAMING TO MASONRY WALL.
 SPECIFY
 ALL FASTENERS. SEC. 104.2.1.2 CITY
 AMENDMENTS TO FBC 2001.
  
 26-SHEET A9: A) 2 STORY BLOCK/WOOD WALL
 SECTION: HOW IS 2X BOTTOM PLATE
 ATTACHED
 TO TRUSS WITH 8D NAIL THAT IS 1 1/2"
 LONG. SEC. 104.2.1.2 CITY AMENDMENTS.
 B) SPECIFY SPACING OF ROOF VENTS. SEC.
 2309.7 FBC 2001.
 C) WHERE IS THE WINDOW SILL DETAIL. SEE
 COMMENTS ON PLANS.
  
 27-SHEET A10: A) TYP. ANCHOR DETAIL:
 CLARIFY HOW IS PT 2X8 LEDGER ANCHOR
 FASTENED WITH 8D NAILS?. ALSO, LEDGER
 IS
 NOT SHOWN ON DETAIL. SEC. 104.2.1.2
 CITY
 AMENDMENTS TO FBC 2001.
 B) BEARING WALL DETAIL WITH OPENINGS.
 SPECIFY HOW IS WOOD HEADER FASTENED.
 SEC
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 C) SEE COMMENTS ON PLAN.
  
 28-PROVIDE ONLY DETAILS THAT APPLY TO
 THIS PROJECT TO EXPEDITE REVIEW PROCESS
 AND AVOID CONFUSIONS.
  
 29-SHEET A12:UPDATE REFERENCE
 STANDARDS.
 SEE COMMNETS ON SHEET AND CHAPTER 35
 FBC
 2001 FOR PROPER REFERENCE AND EDITION
 TO
 BE USED.
  
 30-APPLICATION FOR EXISTING USE CREDIT
 HAS A DIFFERENT ADDRES. CLARIFY AS
 REQUIRED.
  
 31-ENERGY CALCULATIONS: COMPLET BUILDER
 INFORMATION AND OWNER/AGENT TO SIGN AND
 DATE BOTTOM OF FORM AS WELL.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ AT (561)805-6712.


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