Plan Review Notes
Plan Review Notes For Permit 06020589
Permit Number 06020589
Review Stop B
Sequence Number 1
Notes
Date Text
2006-03-11 00:00:00BUILDING REVIEW CHECKLIST:
 1- PROVIDE DRAINAGE PLANS AS REQUIRED BY
 SEC. R401.3 OF 2004 RESIDENTIAL CODE.
  
 2- PROVIDE STRUCTURAL BUCK DETAIL USING
 2X BUCK AS REQUIRED BY ENTRY DOOR
 PRODUCT APPROVAL SUBMITTED. SEE SECTION
 R613.6.2 2004 RESIDENTIAL CODE FOR
 PROPER BUCK INSTALLATION.
  
 3- OWES $363.68 FOR UPDATED VALUATION
 AND RADON FEES.
  
 4- PROVIDE SPECS/DETAILS FOR
 INSTALLATION OF DECORATIVE STORM
 SHUTTERS. SEC. 106.1.2 CITY AMENDMENTS
 TO FBC 2004.
  
 5- DRAWINGS S-2 AND S-3 ARE MISSING
 THE ENGINEER'S INFORMATION AS REQUIRED
 BY CHAPTER 471 FLORIDA STATUTES.
  
 6- A) PROVIDE FLORIDA OR LOCAL PRODUCT
 APPROVAL FOR FRENCH DOORS WITH TRANSOM
 ABOVE SINGLE UNIT AS SHOWN ON PLANS OR
 PROVIDE COMPLETE INFORMATION FOR
 STRUCTURAL MULLION AS REQUIRED BY SEC.
 R613.7 2004 RESIDENTIAL CODE.
 B) PROVIDE SAME INFORMATION AS
 REQUIRED ABOVE FOR SLIDING GLASS DOORS
 WITH TRANSOM ABOVE SINGLE ASSEMBLY AS
 SHOWN IN PLANS.
 C) SPECIFY SIZE OF FIXED WINDOW.
  
 7- ARCHITECT TO PROVIDE ALLINFORMATION
 ON TITLE BLOCK AS REQUIRED BY CHAPTER
 481 FLORIDA STATUTES AND 61G1-16.004 OF
 ADMINISTRATIVE CODE. SEE ATTACHED COPY.
  
 8- PROVIDE FLORIDA OR LOCAL PRODUCT
 APPROVAL AS REQUIRED BY RULE 9B-72 FOR:
 A) FRENCH DOORS WITH TRANSOM ABOVE.
 OR FRENCH DOORS ALONE. SEE ITEM #7 ABOVE
 B) SLIDING GLASS DOORS WITH TRANSOM
 ABOVE. OR SLIDING GLASS DOORS ALONE. SEE
 ITEM #7 ABOVE.
 C) STRUCTURAL MULLIONS. SEE ITEM #7.
 D) FIXED WINDOWS. SEE ITEM #7 ABOVE.
 E) ALL TRUSS CONNECTORS. SEE PLANS.
 F) SINGLE HUNG WINDOWS. DADE COUNTY
 NOA TO MATCH NOA SUBMITTED FOR FLORIDA
 APPROVAL. VISIT WWW.FLORIDABUILDING.ORG
 TO DOWNLOAD CORRESPONDING NOA.
 G) ROOF SHINGLES. PROVIDE SAME NOA
 SUBMITTED FOR FLORIDA PRODUCT APPROVAL.
 H) PRECAST LINTELS.
 I) ALUMINUM VENTS.
 J) ALUMINUM SIDING.
  
 9- DESIGNER OF RECORD TO REVIEW AND
 APPROVE IN WRITTING ALL PRODUCT
 APPROVALS PRIOR TO SUBMITTAL TO THIS
 OFFICE AS REQUIRED BY SEC. 106.3.3 CITY
 AMENDMENTS TO FBC 2004.
  
 10- DRAWING 1: UPDATE BUILDING CODE
 DATA. SEE 2004 RESIDENTIAL CODE.
  
 11- DRAWING A-1: A) SPECIFY SAFETY GLASS
 FOR WINDOW IN BATHROOM. SEE PLANS. SEC.
 R308.4 2004 RESIDENTIAL CODE.
 B) UPDATE CODE REFERENCE FOR ATTIC
 ACCESS. SEE 2004 RESIDENTIAL CODE.
 C) UPDATE CODE REFERENCES SPECIFIED
 ON GENERAL NOTES AND SCHEDULE NOTES. SEE
 2004 RESIDENTIAL CODE.
  
 12- DRAWING A-2: A) WINDOW PRESSURES
 CHART AND LETTERS KEYED ON ELEVATIONS
 DON'T MATCH. REVISE AS REQUIRED.
 B) SPECIFY SIZE OF MANUFACTURED
 ALUMINUM LOUVER AT FRONT AND BACK. SEC.
 106.1.2 CITY AMENDMENTS TO FBC 2004.
  
 13- DRAWING A-3: A) WHERE IS DETAIL A-5"
 SPECIFIED ON PLANS?
 B) SECTION "A": 1) WHERE IS DETAIL
 SHT 5?
 2) WHERE IS DETAIL SHT 5 FOR WOOD
 COLUMN SURROUND?
 3) WHERE IS THE CONCRETE SIDEWALK?.
 SEE SITE PLAN.
 4) SPECIFY TREAD SIZE. SEE SEC.
 R311.5.3.22004 RESIDENTIAL CODE.
 5) ENTRY PORCH HAS NOT ARCHED BEAM.
 REVISE AS REQUIRED. SEE ELEVATION.
 6) SPECIFY FIREBLOCKING AT CONCEALED
 WALL AND SPACES. SEE PLANS AND SEC.
 R602.8 2004 RESIDENTIAL CODE.
  
 14- DRAWING A-4: A) WALL SECTION "A".
 UPDATE CODE REFERENCE SPECIFIED FOR
 FIREBLOCKING AND SPECIFY FIREBLOCKING
 MATERIAL. SEE 2004 RESIDENTIAL CODE.
 B) WALL SECTION "B". FOUNDATION PLAN
 DOESN'T MATCH PLANS. REVISE AS REQUIRED.
  
 15- DRAWING S-1: A) PROVIDE COMPLETE
 DETAILS AND SPECS FOR WOOD DECK AND WOOD
 STEPS AT REAR AREA. SEE SEC. R311.5.3.2
 2004 RESIDENTIAL CODE. SPECIFY ALL
 FASTENERS. SEC. 106.1.2 CITY AMENDMENTS
 TO FBC 2004.
 B) THERE IS NOT A3 TRUSS CONNECTOR.
 SEE TRUSS ANCHOR SCHEDULE. REVISE
 CONNECTOR SPECIFIED AT REAR PORCH.
 C) WHERE ARE DETAILS A, C AND E?
 KEY DETAILS TO MATCH DRAWINGS.
  
 16- DRAWING S-2: A) TYP. 1 STORY
 SECTION: SPECIFY SIZE AND LOCATION OF
 ATTIC VENTS. ALSO, CONSIDER ALUMINUM
 VENTS FOR TOTAL VENTING AREA REQUIRED.
 SEC. R806 2004 RESIDENTIAL CODE.
 B) DETAIL D: 1) HOW IS 2"X6" SILL
 PLATE ATTACHED TO CONCRETE BEAM?
 2) HOW IS 2" X 6" "L" BRACE NAILED TO
 BOTTOM SILL?
 3) USP TA18 IS SHOWN AS BEING
 ATTACHED TO CONCRETE BEAM. SEE USP
 CATALOGUE FOR PROPER INSTALLATION, SIZE
 AND FASTENERS. REVISE AS REQUIRED.
 4) DETAIL A: SHOW COMPLETE DETAILS
 AND SPECS FOR CONCRETE STEPS AT ENTRY
 PORCH. ALSO, SEE SEC. R311.5.3.2 2004
 RESIDENTIAL CODE.
  
 17- DRAWING S-3: A) GENERAL NOTES:
 UPDATE ALL REFERENCE STANDARDS AND
 SPECIFIC EDITION TO BE USED. SEE 2004
 RESIDENTIAL CODE AND 2004 FBC CHAPTER
 35.
 B) UPDATE CODE SECTIONS REFERENCED
 FOR WIND LOADS, EMERGENCY EGRESS AND
 GLASS IMPACT PROTECTION NOTES.
 C) VENTILATION AND EGRESS ARE TWO
 DIFFERENT CODE ISSUES.REVISE AS REQ'D.
 D) TRUSS ANCHOR SCHEDULE: NUMBER OF
 NAILS AND UPLIFT LOADS TO MATCH CURRENT
 USP CATALOGUE. OTHERWISE, PROVIDE
 COMPLETE ENGINEERING ANALYSIS FOR NUMBER
 AND UPLIFT LOADS THAT DIFFER THOSE
 PUBLISHED BY MANUFACTURER. SEC. 106.1.2
 CITY AMENDMENTS TO FBC 2004.
 E) DELETE NOTES CORRESPONDING TO
 STRUCTURE ADDITIONS. THEY DON'T APPLY TO
 THIS PROJECT.
  
 18- SURVEY TO HAVE SURVEYOR'S ORIGINAL
 SIGNATURE, NOT COPY, AS REQUIRED BY
 CHAPTER 472 FLORIDA STATUTES.
  
 19- STORM SHUTTERS:
 A) PROVIDE KEY PLAN.
 B) PROVIDE COMPLETE INSTALLATION
 SCHEDULE. SEE ATTACHED SAMPLE. PROVIDE
 ALL INFORMATION.
  
 20- ENERGY CALCULATIONS:
 A) USE 2004 FORM, NOT 2001.
 B) OWNER/AGENT TO SIGN BOTTOM OF FORM
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712


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