Plan Review Notes
Plan Review Notes For Permit 06010445
Permit Number 06010445
Review Stop B
Sequence Number 2
Notes
Date Text
2006-06-28 00:00:00PLAN BUILDING REVIEW 2ND CHECKLIST:
 1- PAY IMPACT FEES TO PALM BEACH COUNTY.
 BRING BACK COPY OF PAID RECEIPT AND
 STAMPED PLANS.
  
 2- NOC IS EXPIRED AFTER 90 DAYS OF BEEN
 RECORDED IF WORK IS NOT COMMENCED. NEED
 RE-RECORDED NOC. SEE SEC. 713.13. 9(2)
 OF FLORIDA STATUTES.
  
 3- PROVIDE SPECS/SECTION/DETAILS FOR
 INSTALLATION OF DECORATIVE STORM
 SHUTTERS. SEC. 106.1.2 OF CITY
 AMENDMENTS TO FBC 2004.
  
 4- PROVIDE PRODUCT APPROVAL FOR:
 A) SINGLE HUNG WINDOWS. DADE COUNTY NOA
 SUBMITTED IS EXPIRED AND IT DOESN'T
 MATCH THE NOA SUBMITTED TO OBTAIN THE
 FLORIDA PRODUCT APPROVAL. RESUBMIT.
 B) CONCRETE LINTELS. DADE COUNTY NOA
 SUBMITTED FOR FLORIDA PRODUCT APPROVAL
 WAS NOT SUBMITTED IN THIS PACKAGE. BUT,
 NEED TO GET ANOTHER PRODUCT APPROVAL
 BECAUSE DADE COUNTY NOA IS EXPIRED
 ANYWAY.
 C) ALUMINUM SIDING. PRODUCT APPROVAL
 SUBMITTED IS FOR CEMENTITIOUS SIDING
 PRODUCTS, NOT ALUMINUM AS SPECIFIED ON
 PLANS. NEED SPECIFIED PRODUCT APPROVAL.
 D) ALL SIMPSON STRUCTURAL CONNECTORS
 AS SPECIFIED ON PLANS. PRODUCT APPROVALS
 SUBMITTED ARE FOR USP AND ONLY ONE WAS
 GOOD FOR THE USP HLPTA75 CONNECTOR. THE
 REST OF THE PRODUCT APPROVALS SUBMITTED
 WERE NOT SPECIFIED ON PLANS.
 E) ALUMINUM VENTS.
  
 5- DESIGNER OF RECORD TO APPROVE IN
 WRITTING ALL PRODUCT APPROVALS,
 INCLUDING THE STORM SHUTTERS AS REQUIRED
 BY SEC. 106.3.3 CITY AMENDMENTS TO FBC.
 TYPICALLY THIS IS DONE USING THE
 STANDARD REVIEW STAMP USED FOR SHOP
 DRAWINGS REVIEW.
  
 6- STORM SHUTTERS:
 A) PRODUCT APPROVAL SUBMITTED IS
 INCOMPLETE. IT DIDN'T INCLUDE THE DWGS.
 B) INSTALLATION SCHEDULE:
 * WHY THE DESIGN PRESSURES ARE N/A?.
 THIS IS THE MOST IMPORTANT INFORMATION
 TO VERIFY COMPLIANCE OF PRODUCT BASED ON
 THE CALCULATED DESIGN PRESSURES. NEED
 THIS INFORMATION. SEE PLANS.
 C) VERIFY SIZES FOR PANEL SPAN. EG:
 OPENINGS 12 AND 13. IF THE OPENINGS ARE
 5'X6'-8" HOW COME THE PANEL SPAN IS
 88"?. ALSO, THIS APPLIES TO 4' HIGH
 OPENINGS. WHY USING 68" LONG PANELS?.
  
 D) VERIFY STRUCTURE TO BE ATTACHED TO.
 THIS IS A CONCRETE BLOCK STRUCTURE, NOT
 POURED CONCRETE. REVISE AS REQUIRED.
  
 7- DRAWING A-1: A) PROVIDE COMPLETE
 DETAILS/SPECS FOR WOOD DECK OUTSIDE
 MASTER BEDROOM AND FOR WOOD STEPS AT
 REAR COVERED PORCH. SEC. 106.1.2 CITY
 AMENDMENTS TO FBC 2004 AND R11.5.3.2.
 B) UPDATE CODE REFERENCE SPECIFIED FOR
 ATTIC ACCESS, FIREBLOCKING AND
 WINDOW/DOOR GLAZING PROTECTION. THIS
 IS A RESIDENCE THE CORRECT CODE THAT
 REGULATES DWELLINGS IS THE RESIDENTIAL
 2004 CODE, NOT THE FBC 2004. REVISE AS
 REQ'D AND CITE CORRECT CODE REFERENCE
 SECTIONS FROM THE RESIDENTIAL CODE.
  
 8- DRAWING SP-1: A) SURVEY DOESN'T MATCH
 PLANS. SEE PLANS FOR PORCH DIMENSIONS
 AND LOCATION.
 B) NORTH ARROW ORIENTATION ON SITE PLAN
 IS INCORRECT. SEE SURVEY FOR CORRECT
 ORIENTATION AND REVISE AS REQUIRED.
  
 9- DRAWING A-2: A) BEDROOM #1 WINDOW
 DOESN'T COMPLY WITH EGRESS SECTIONS
 R310.1.1 AND R310.1.2.BOTH WINDOWS IN
 FRONT ELEVATION ARE SHOWN AS 3'X4'
 WINDOWS. ACCORDING TO FLOOR PLAN WINDOW
 IS 3'X5'. CLARIFY/REVISE AS REQUIRED.
 B) LETTERS IDENTIFYING THE OPENINGS
 DON'T MATCH FLOOR PLAN. REVISE AS REQ'D.
 C) SPECIFY SIZE FOR MANUFACTURED
 ALUMINUM LOUVERS AT FRONT AND BACK
 ELEVATIONS. SEC. 106.1.2 CITY AMENDMENTS
 TO FBC 2004 AND SECTION R806.
  
 10- DRAWING A-3: A) SECTION "A":
 * THERE IS NOT POURED CONCRETE ARCH.
 SEE ELEVATIONS STRUCTURAL DWGS. REVISE.
 ** WHERE IS DETAIL SHT 5?
  
 11- DRAWING A-4: A) WALL SECTION "A".
 SPECIFY FIREBLOCKING MATERIAL AND
 REVISE REFERENCE FOR FIREBLOCKING. SEE
 RESIDENTIAL 2004 FOR CORRECT CODE
 SECTION.
 B) WALL SECTION "B" DOESN'T MATCH
 STRUCTURAL DRAWINGS AND ELEVATIONS. SEE
 ROOF PORCH BEAM AND REVISE AS REQUIRED.
  
 12- DRAWING S-2: A) TYP. ONE STORY
 SECTION: SPECIFY SIZE AND LOCATION OF
 ATTIC VENTS. PROVIDE SPECIFIC
 INFORMATION. SECTION R806 2004.
 B) DETAIL H: USP RT24 IS A WOOD TO WOOD
 CONNECTOR. NEED TO SPECIFY WOOD TO
 MASONRY CONNECTOR. REVISE AS REQUIRED.
  
 13- DRAWING S-3: A) REVISE TRUSS ANCHOR
 SCHEDULE. UPLIFT CAPACITY DOESN'T MATCH
 UPLIFT CAPACITY SHOWN ON CURRENT USP
 CATALOGUE. REVISE AS REQUIRED OR PROVIDE
 COMPLETE ENGINEERING PACKAGE SHOWING WHY
 CHANGING THE VALUES. SEC. 106.1.2 CITY
 AMENDMENTS TO FBC 2004.
  
 14- ENERGY CALCULATIONS:
 A) IF THIS IS A MODEL HOUSE. ENERGY
 CALCULATIONS NEED TO BE DONE FOR WORST
 CASE SCENARIO OR MUST BE SITE SPECIFIC
 WITH CORRECT HOUSE ORIENTATION.
 CALCULATIONS SUBMITTED ARE NOT FOR WORST
 CASE SCENARIO AND THEY DON'T MATCH THE
 ACTUAL ORIENTATION OF THE HOUSE. SEE
 SURVEY FOR CORRECT ORIENTATION. PROVIDE
 CALCULATIONS THAT COMPLY WITH EITHER
 WAY.
 B) OVERHANG LENGTH AND HEIGHT DON'T
 MATCH PLANS. SEE SECTION 13-601.2.A.3
 FOR PROPER WAY OF CALCULATING OVERHANG
 LENGTH AND HEIGHT. AND REVISE AS
 REQUIRED.
  
 15- ARCHITECT'S TITLE BLOCK TO INCLUDE
 ALL INFORMATION REQUIRED BY CHAPTER 481
 FLORIDA STATUTES AND 61G1-16.004 OF
 FLORIDA ADMINISTRATIVE CODE. SEE
 ATTACHED COPY.NEED NAME OF ARCHITECT
 SIGNING AND SEALING PLANS.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712


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