Plan Review Notes
Plan Review Notes For Permit 05021030
Permit Number 05021030
Review Stop B
Sequence Number 1
Notes
Date Text
2005-04-08 00:00:00BUILDING REVIEW CHECKLIST:
 1- PAY IMPACT FEES TO PALM BEACH COUNTY.
 BRING BACK STAMPED DRAWINGS AND PAID
 RECEIPT.
  
 2- NEED RECORDED NOTICE OF COMMENCEMENT.
  
 3- ARCHITECT'S LOGO IS MISSING THE NAME
 OF THE ARCHITECT SIGNING AND SELAING THE
 PLANS AS REQUIRED BY CHAPTER 481 FLORIDA
 STATUTES.
  
 4- ARCHITECT TO PROVIDE IN DRAWINGS ALL
 INFORMATION AS REQUIRED BY SEC. 1606.1.7
 FBC 2001.
  
 5- SHEET A-1: A) WIND LOAD. WHERE IS
 VELOCITY PRESSURE OF 33PSF TAKEN FROM?.
 B) SPECIFY ROOF LIVE AND DEAD LOAD.
 C) SPECIFY ATTIC LIVE LOAD OF 30PSF OR
 10PSF AS REQ'D BY TABLE 1604.1 FBC 2001.
 D) WHAT ARE THE SHEAR (90PSI) AND
 BENDING (1200PSI) USED FOR IN THESE WIND
 LOAD CALCULATIONS.
 E) CLEARLY IDENTIFY DESIGN CRITERIA
 USED: CHAPTER 16 FBC 2001 OR ASCE 7-98
 AND EMPLOY CORRECT WIND LOAD ANALYSIS
 ACCORDINGLY.
 F) SPECIFY THE CALCULATED DESIGN
 PRESSURES FOR ALL EXTERIOR OPENINGS FOR
 DOORS AND WINDOWS.
  
 6- SHEET A-2:A) WINDOW AND DOOR
 STRUCTURAL BUCK DETAILS ARE FOR WOOD
 FRAMING CONSTRUCTION. HOUSE IS CONCRETE
 BLOCK CONSTRUCTION. REVISE AS REQ'D. AND
 SEE SEC. 1707.4.4.2FBC 2001 FOR PROPER
 BUCK ATTACHMENT.
 B) PROVIDE STRUCTURAL BUCK DETAIL FOR
 GARAGE DOOR. SECTION 104.2.1.2 CITY
 AMENDMENTS TO FBC 2001.
 C) SPECIFY SIZE OF SLIDING GLASS DOOR.
 D) PROVIDE COMPLETE INFORMATION FOR
 STAIRWELL: *RISER AND TREAD SIZE.
 SEC.1007.3.1 (EXCEPTION #1) FBC 2001.
 **HANDRAILS. SEE SEC. 1007.5 FBC 2001.
 ***SPECIFY FIREBLOCKING MATERIAL AND
 LOCATION AS REQ'D BY SEC. 2305.1.4 FBC.
 ****SPECIFY DIMENSIONS.
 E) FIRST FLOOR BATHROOM TO HAVE DOOR
 THAT ALLOWS 29" MIN. CLEAR OPENING.
 (NEED 2'-8" DOOR). SEC. 11-11 FBC 2001.
 F) SPECIFY SAFETY GLASS AT MASTER
 BATHROOM AND 2ND FLOOR BATHROOM. SEC.
 2405.2.1 FBC 2001.
 G) DESIGN CRITERIA: *CITING WRONG CODE.
 WE USE FLORIDA BUILDING CODE 2001. NOT
 STANDARD BUILDING CODE.
 **WHERE IS VELOCITY PRESURE TAKEN FROM?.
 THIS DOESN'T APPLY.
 H) NEED ATTIC ACCESS ABOVE GARAGE AND
 ABOVE 2ND F. SEC. 2309.6 FBC 2001.
 I) ENTRY DOOR TO PROVIDE 32" MIN. CLEAR
 OPENING. TABLE 1004 FBC 2001. REVISE
 DOOR SCHEDULE AS REQUIRED.
  
 7- SHEET A-3: WRONG ORIENTATION OF
 EXTERIOR ELEVATIONS. SEE COMMENTS.
  
 8- SHEET A-4: A) PROVIDE COMPLETE
 ENGINEERING ANALYSIS AND CALCULATIONS
 FOR BEAM SPECIFIED ON DETAIL 3/A-4. SEC.
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 B) CLARIFY HOW IS A/C DUCTWORK GOING TO
 PASS THRU SECOND FLOOR FRAMING IF THERE
 ARE TWO CONCRETE BEAMS BLOCKING THE WAY.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 C) PROVIDECOLUMN, BEAM AND LINTEL
 SCHEDULE. SEC. 104.2.1.2 CITY AMENDMENTS
 D) SPECIFY FOOTING SIZES & REINFORCEMENT
 E) COORDINATE COLUMN DETAILS WITH
 FOUNDATION PLANS. CHECK SIZES, ETC.
 F) SPECIFY CONNECTORS AT THE ENDS OF
 GIRDER TRUSS AT STAIRWELL.
 G) CLARIFY WHY USING #2'S FOR REBAR
 TIES. SPECIFY WHICH ASTM STANDARD IS
 USED TO SPECIFY THIS SIZE.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 H) CLARIFY WHY SPECIFYING DOUBLE 2X4 TOP
 CHORD IN FLOOR TRUSSES. SEC. 104.2.1.2
 CITY AMENDMENTS TO FBC 2001.
 I) FOOTING DETAIL DRAWN BETWEEN LIVING
 ROOM AND GARAGE IS WRONG. SHOW STEP.
 J) SPECIFY CONNECTORS AT THE END OF
 GIRDER TRUSS BY BEDROOM #4. SECTION
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 K) SPECIFY FASTENERS FOR 2X6 WALL
 LEDGER. SEC. 104.2.1.2 CITY AMENDMENTS.
 L) SECOND FLOOR PLAN IS MISSING ALL
 COLUMNS AND OPENING SIZES, ETC.
 M) SPECIFY DRAFSTOPPING MATERIAL AND
 LOCATION ON SECOND FLOOR FRAMING PLAN.
 SEC. 2305.2.2 FBC 2001.
 N) SEE COMMENTS ON REVIEWED SET.
 O) SPECIFY CONNECTIONS AT THE ENDS OF
 CONCRETE BEAMS. SEC. 104.2.1.2 CITY
 AMENDMENTS TO FBC 2001.
  
 9- SHEET A-5: A) ROOF FRAMING PLAN ABOVE
 GARAGE NEED TO SHOW CRICKET. PROVIDE
 DETAIL/SPECS. SEC. 104.2.1.2 CITY
 AMENDMENTS TO FBC 2001.
 B) PROVIDE TRUSS ANCHOR SCHEDULE AND
 SPECIFY THE CALCULATED UPLIFT LOADS IN
 THE ROOF FRAMING PLAN. SEC. 104.2.1.2
 CITY AMENDMENTS TO FBC 2001.
 **NOTE: SEE LATEST SIMPSON CONNECTOR
 SCHEDULE FOR PROPER NUMBER AND TYPE OF
 NAILS TO BE USED. OTHERWISE, PROVIDE
 COMPLETE ENGINEERING CALCS FOR NUMBER
 AND TYPE OF NAILS THAT DIFFER FROM THOSE
 TESTED AND PUBLISHED.
 C) SPECIFY FASTENERS FOR METAL DROP
 CEILING AT SECOND FLOOR. SEC. 104.2.1.2
 CITY AMENDMENTS TO FBC 2001.
 D) CLEARLY SPECIFY SIZE OF BEAM BETWEEN
 LIVING AREA AND GARAGE. SEC. 104.2.1.2
 CITY AMENDMENTS TO FBC 2001.
 E) CLARIFY WHY MONOLITHIC FOOTING AT THE
 PERIMETER OF THE HOUSE IS SHOWN WITH A
 HIGH RECESS. WHAT'S THE PURPOSE OF IT?
 ONLY 1 1/2" IS REQUIRED BY SECTION
 2111.1.9 CITY AMENDMENTS FBC 2001.
  
 10- SHEET A-7: A) CONNECTOR SPECIFY FOR
 DETAIL AT HANGER DOESN'T WORK. SEE
 SIMPSON SCHEDULE AND REVISE AS REQ'D.
 B) SPECIFY ROOF TILE FASTENING. SEE SEC.
 104.2.1.1 CITY AMENDMENTS TO FBC 2001.
 C) UPDATE SIMPSON CONNECTORS. SEE LATEST
 CATALOGUE FOR TYPE AND NUMBER OF NAILS.
 D) SPECIFY NAILING FOR ROOF SHEATHING.
 SEE TABLE 2306.1 CITY AMENDMENTS TO FBC
 2001. FOR NAILING AT ZONE 3.
 E) CLARIFY WHY USING 3/16" PLYWOOD
 SOFFIT. SEC. 104.2.1.2 CITY AMENDMENTS.
 F) WINDOW #11 DOESN'T MATCH SIZE SHOWN
 ON PLANS. REVISE AS REQUIRED.
 G) DETAIL 2/A-6: WHAT'S A 2#24" DEEP
 TRUSS?. REVISE AS REQUIRED.
 H) WHY USING #2 REBAR TIES?. SEC.
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
  
 11- PROVIDE SURVEY SHOWING HOUSE LAYOUT.
  
 12- OWES $472.51 FOR UPDATED VALUATION
 AND RADON FEES.
  
 13- PROVIDE COMPLETE INFORMATION FOR
 STORM SHUTTERS: *FLORIDA OR LOCAL
 PRODUCT APPROVAL. **KEY PLAN AND
 COMPLETE INSTALLATION SCHEDULE. SEE
 SAMPLE. ***CLEARLY MARK ON SHUTTER
 DRAWINGS SPECIFIC MOUNTING CONDITIONS
 AND ANCHOR TYPE AND SPACING TO BE USED.
  
 14- PROVIDE FLORIDA OR LOCAL PRODUCT
 APPROVAL FOR: A) ROOF TILE.
 B) SINGLE HUNG WINDOWS.
 C) GARAGE DOOR. NEED COPY OF THE SAME
 DWGS THAT WERE SUBMITTED FOR FLORIDA
 PRODUCT APPROVAL. NEED THE ENGINEER
 REPORT AND DRAWINGS. DADE COUNTY NOA WAS
 NOT PRESENTED FOR THEIR APPROVAL.
 D) SLIDING GLASS DOORS. NEED LEGIBLE
 DRAWINGS AND ARCHITECT'S CALCULATED
 DESIGN PRESSURES.
 E) ENTRY DOOR. PROVIDE PRODUCT APPROVAL
 ONLY FOR THE DOOR TO BE USED.
 NOTE: KEEP IN MIND THAT DOOR WILL BE
 USED FOR EGRESS. THEREFORE, SHUTTERS
 CAN'T BE INSTALLED ON IT.
 F) TRUSS CONNECTORS SPECIFIED ON PLANS.
  
 15- ENERGY CALCULATIONS: A) OWNER/AGENT
 TO SIGN AND DATE BOTTOM OF FORM.
 B) COMPLETE INFORMATION ON TOP OF FORM.
 BUILDER, PERMITTING OFFICE, PROJECT
 ADDRESS, ETC.
  
 16- SOIL TEST REPORT ASSUMPTION IS THAT
 THE HOUSE IS A SINGLE STORY BUILDING.
 ACTUAL BUILDING IS A TWO STORY . REVISE
 REPORT TO MATCH ACTUAL BUILDING AND MAKE
 PROPER FOUNDATION ASSUMPTIONS.
  
 17- REVISE ADDRESS SHOWN ON PLANS.
 CORRECT ADDRESS IS 615 39TH STREET.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ AT (561)805-6712.


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