Plan Review Notes
Plan Review Notes For Permit 07090768
Permit Number 07090768
Review Stop B
Sequence Number 1
Notes
Date Text
2007-10-24 16:42:112004 FBC W/2007 REVISIONS
 LEVEL 2 ADDITION
  
 DENIED BY BUILDING
  
 1)SUBMIT A COPY OF THE PAID RECEIPT FOR THE COUNTY
 IMPACT FEES.
  
 2) SHOW COMPLIANCE WITH R302.1, WHICH REQUIRES EXTERIOR
 WALLS TO BE SEPARATED BY 6 FEET OR HAVE WALLS THAT ARE
 ONE HOUR FIRE RATED WITH NO OPENINGS. THE SURVEY SHOWS
 5.1' TO THE PROPERTY LINE ON ONE SIDE OF THE ADDITION.
 PROVIDE A SITE PLAN THAT SPECIFIES THAT THE DISTANCE TO
 ANY STRUCTURES ON THE ADJACENT LOT IS 6 FEET OR MORE.
  
 3) THE EXISTING BEDROOM THAT IS HAVING THE WINDOW
 ENCLOSED FOR THE ADDITION IS REQUIRED TO MAINTAIN THE
 EXISTING LEVEL OF EMERGENCY EGRESS. FBC R 310 AND
 EXISTING BUILDING 901.2.
  
 4)THE ATTIC ACCESS REQUIRED BY R 807.1, IS SHOWN ON
 SHEET A-4 AND THE MECHANICAL PLANS IN THE WRONG
 ORIENTATION IN REGARD TO THE ROOF TRUSSES. PLEASE
 CORRECT.
  
 5) SHOW COMPLIANCE WITH R 320.1. SPECIFY THE TERMITE
 TREATMENT THAT WILL BE USED ON THE PLANS.
  
 6) SHOW COMPLIANCE WITH R 408.1 AND R 408.3 FOR CRAWL
 SPACE VENTILATION AND ACCESS TO UNDER-FLOOR SPACE.
  
 7) THE OVERHANG AT THE EAVES IS NOT SPECIFIED ON
 SECTION A ON A-3 BUT APPEARS TO BE LESS THAN 6 INCHES.
 SHOW COMPLIANCE WITH R320.7, WHICH REQUIRES GUTTERS
 WITH DOWNSPOUTS THAT DISCHARGE AT LEAST ONE FOOT AWAY
 FROM THE STRUCTURE SIDEWALL.
  
 8)SPECIFY ON THE PLANS HOW FBC R806.1 ROOF
 VENTILATION IS BEING COMPLIED WITH.
  
 9) THE MASONRY AND STEEL NOTES ON A-2 REFERENCE OLDER
 EDITIONS OF ACI 530, TMS 402 AND ASCE 5. PLEASE UPDATE
 TO THE EDITIONS THAT ARE REFERENCED IN CHAPTER 24 OF
 THE 2004 FBC RESIDENTIAL CODE, WHICH ARE ACI 530-05,
 TMS 402-02 AND ASCE5-02.
  
 10) ON SECTION A 0N SHEET A-3 THE MINIMUM EMBED DEPTH
 FOR THE 10" WEDGE ANCHORS USED TO ATTACH THE WALL
 LEDGER FOR THE FLOOR SYSTEM IS PRINTED OVER AND
 ILLEGIBLE. PLEASE CORRECT.
  
 11) SPECIFY THE REQUIRED TRUSS DESIGN LOADS ON THE
 PLANS. SEE R802.1.6.1.
  
 12) THE TRUSS LAYOUT DRAWING IS REQUIRED TO BE SIGNED,
 SEALED AND DATED BY THE TRUSS ENGINEER. SEE R 802.1.6.2
 AND FS 471.
  
 13) THE TRUSS LAYOUT DRAWING SHOULD BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD FOR
 CONFORMANCE TO THE STRUCTURES DESIGN.
  
 14) THE MINIMUM LIVE LOAD REQUIRED FOR THE ROOF TRUSS
 BOTTOM CORD IS 10 PSF PER TABLE R 301.5. PLEASE CORRECT
 TRUSS DRAWING AND LAYOUT DESIGN DATA.
  
 15) THE OWNER/AGENT IS REQUIRED TO SIGN THE ENERGY
 CALCULATIONS PER FBC CHAPTER 13.
  
 16) THE MINIMUM INSULATION REQUIRED ON CONCRETE BLOCK
 WALLS BY THE PRESCRIPTIVE REQUIREMENTS OF ENERGY CALC.
 FORM 600C-04R IS R-5. ON SECTION A ON A-3, R4-2
 INSULATION IS SPECIFIED ON SECTION A ON A-3.
  
 17) THE GEOTECHNICAL SOIL REPORT FROM THE ENGINEER IS
 REQUIRED TO BE SIGNED, SEALED AND DATED. FS 471
  
 18) FBC 106.3* CITY AMENDMENTS PRODUCT
 APPROVALS. THOSE PRODUCT WHICH ARE
 REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 19) THE NOA FOR THE STORM PANELS HAS BEEN REVISED BY
 NOA NO. 05-0926.02 AND THE WRONG STATE COVERSHEET WAS
 SUBMITTED. THE CORRECT ONE IS FL # 7226. PLEASE
 CORRECT.
  
 20) PLEASE SUBMIT AN INSTALLATION SCHEDULE INDICATING
 THE TYPE OF MOUNT, ANCHOR TYPE, ANCHOR SPACING, EDGE
 DISTANCE, GLASS SEPARATION, SPANS, ETC. THE APPROPRIATE
 INFORMATION CAN BE CIRCLED ON THE PRODUCT APPROVAL. FBC
 106.1.2
  
 21) THE WRONG COVERSHEET WAS SUBMITTED FOR THE RIDGE
 VENT. FL# 243 IS THE ONE THAT CORRESPONDS WITH NOA NO
 07-0125.01
  
 22) PLEASE DO NOT STAPLE THE PRODUCT APPROVALS TO THE
 PLANS. SUBMITTING A RESPONSE LETTER STATINGHOW THE
 COMMENTS WERE ADDRESSED WILL HELP CUT DOWN PLAN REVIEW
 TIME. THANKS.
  
 - ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
  


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved