| Date |
Text |
| 2007-02-26 14:56:45 | DENIED BY BUILDING |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT |
| | MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY, PLANS STAMPED BY THEM AND |
| | COPY OF RECEIPT SUBMITTED TO CITY OF |
| | WEST PALM BEACH BUILDING DEPARTMENT, |
| | BEFORE A BUILDING PERMIT CAN BE ISSUED. |
| | |
| | 3) ON SHEET C1 UNDER CODE COMPLIANCE IS SPECIFIED AS |
| | ASCE 7-45. THE CORRECT EDITION IS 02. PLEASE CORRECT. |
| | |
| | 4) CORRECT THE TYPO ON C1 FOR THE INTERNAL PRESSURE |
| | COEFFICIENT. THERE IS AN EQUAL SIGN (=)WHERE THE PLUS |
| | SIGN (+) SHOULD BE. |
| | |
| | 5) THE SITE PLAN LOT DIMENSIONS DO NOT CONCUR WITH THE |
| | SURVEY. PLEASE CORRECT. |
| | |
| | 6) THE OWNER/AGENT IS REQUIRED TO SIGN THE ENERGY |
| | CALCULATION FORM PER FBC CHAPTER 13. |
| | |
| | 7)SHOW COMPLIANCE WITH FBC R311.5.3.2 FOR WINDERS. |
| | WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 10 |
| | INCHES (254 MM) MEASURED AS ABOVE AT A POINT 12 INCHES |
| | (305) MM FROM THE SIDE WHERE THE TREADS ARE NARROWER. |
| | WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 |
| | INCHES (152 MM) AT ANY POINT. WITHIN ANY FLIGHT OF |
| | STAIRS, THE GREATEST WINDER TREAD DEPTH AT THE 12 INCH |
| | (305 MM) WALK LINE SHALL NOT EXCEED THE SMALLEST BY |
| | MORE THAN 3 / 8 INCH (9.5 MM). |
| | |
| | 8) SPECIFY THE SIZE OF THE ATTIC ACCESS.R807.1 ATTIC |
| | ACCESS. |
| | IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF |
| | CONSTRUCTION, AN ATTIC ACCESS OPENING SHALL BE PROVIDED |
| | TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET (2.8 M 2 ) |
| | AND HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR |
| | GREATER. |
| | THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22 |
| | INCHES BY 30 INCHES (559 MM BY 762 MM) AND SHALL BE |
| | LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE |
| | LOCATION. A 30-INCH (762 MM) MINIMUM UNOBSTRUCTED |
| | HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT SOME |
| | POINT ABOVE THE ACCESS OPENING. SEE SECTION M1305.1.3 |
| | FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS |
| | LOCATED IN ATTICS. |
| | |
| | 9) SECTIONS A/A3.0 AND B/A3.0 DO NOT SPECIFY THE |
| | REINFORCEMENT BAR SIZES. B/A3.O REFERS TO A SCHEDULE, |
| | WHICH I COULD NOT LOCATE. PLEASE CORRECT. |
| | |
| | 10) PLEASE CLARIFY THE FOOTING SIZE FOR COLUMN C6 AT |
| | THE LOGGIA. |
| | |
| | 11)THE STEEL PLATE DETAIL ON A3.1 HAS A TYPO FOR THE |
| | BASE. WHERE 4-3/4" HOLDS IS SPECIFIED IT SHOULD BE |
| | 4-3/4" HOLES. |
| | |
| | 12) ON A3.1 STANDARDS: ACI 318-99 SHOULD BE THE 2002 |
| | EDITION PER FBC CHAPTER 35. |
| | |
| | 13) PLEASE CORRECT THE ROOF SHEATHING SCHEDULE ON A4.0. |
| | THE CORNERS OF HIP ROOFS ARE ZONE 3. SEE FBC FIGURE |
| | R301.2(8). |
| | |
| | 14) ROOF SHEATHING IS REQUIRED TO BE IN ACCORDANCE WITH |
| | SECTION R803.2.3.1 OF 2006 REVISIONS TO 2004 FBC |
| | RESIDENTIAL CODE. WOOD STRUCTURAL PANEL SHEATHING SHALL |
| | BE FASTENED TO ROOF FRAMING WITH 8D RING-SHANK NAILS AT |
| | 6 INCHES ON CENTER AT EDGES AND 6 INCHES ON CENTER AT |
| | INTERMEDIATE FRAMING. SPACING OF RING-SHANK FASTENERS |
| | SHALL BE 4 INCHES ON CENTER IN NAILING ZONE 3 FOR 130 |
| | MPH OR GREATER DESIGN-WIND SPEEDS IN ACCORDANCE WITH |
| | FIGURE R803.2.3.1. PLEASE REVISE NOTES ON A2. |
| | |
| | 15) ON A 4.0 TWO SIMPSON FGTR ARE SPECIFIED AT THE WOOD |
| | COLUMNS. THESE ARE LISTED IN THE SIMPSON CATALOG FOR |
| | MASONRY OR CONCRETE TO TRUSS APPLICATIONS. SUBMIT |
| | MANUFACTURER'S SPECIFICATIONS OR PRODUCT APPROVALS |
| | SPECIFYING WOOD TO TRUSS ATTACHMENT. |
| | |
| | 16) THE USP HD2 STRAPS HAVE A 1-1/2" WIDTH AT THE TRUSS |
| | AND DO NOT APPEAR TO BE ABLE TO BE USED WHERE SPECIFIED |
| | ON A4.0 AND A5.1. PLEASE CLARIFY. |
| | |
| | 17) ON A/A5.0 PAPER BACK LATH WITH 2 COAT 5/8 " THICK |
| | STUCCO IS SPECIFIED AT LOGGIA COLUMN. PLEASE CLARIFY. |
| | ASTM C 926 REQUIRES 3 COATS OF STUCCO 3/4" THICK WHEN |
| | APPLIED OVER WIRE LATH ON SOLID BACKING. |
| | |
| | 18) THE 4 X 4 WOOD POST ANCHOR NOTES ON A4.1 AND NOTES |
| | ON SECTION A/A5.1 APPEAR TO SPECIFY THE TOP AND BOTTOM |
| | ANCHORS REVERSED. PLEASE CORRECT SO THAT THEY BOTH |
| | CONCUR. |
| | |
| | 19) PLEASE SPECIFY THE FASTENING SYSTEM THAT WILL BE |
| | USED TO ATTACH THE MONIER ROOF TILES. CIRCLE THE |
| | APPROPRIATE FASTENING SYSTEM ON THE NOA. |
| | |
| | 20) SUBMIT PRODUCT APPROVALS FOR THE FLAT ROOF |
| | MATERIALS THAT WILL BE USED AT THE VERANDA AND THE |
| | BALCONY. SPECIFY WHICH ONE OF THE APPROVED ASSEMBLIES |
| | WILL BE INSTALLED. SPECIFY THE FASTENING OPTION AND THE |
| | DESIGN PRESSURE FROM THE PRODUCT APPROVAL. CIRCLE THE |
| | APPROPRIATE ITEMS. IF ENHANCED FASTENING IS REQUIRED |
| | FOR THE PERIMETER OR CORNER ZONES TO MEET INCREASED |
| | UPLIFT IN THOSE AREAS, SUBMIT RAS 117 CALCULATIONS PER |
| | LIMITATION #7. |
| | |
| | 21) PLEASE SEPARATE THE DIFFERENT PRODUCT APPROVALS AND |
| | STAPLE THEM TOGETHER. |
| | |
| | 22) THE NOA SUBMITTED FOR THE PGT FRENCH DOORS NOA |
| | 02-0701.12 IS EXPIRED. SUBMIT A CURRENT NOA. |
| | |
| | 23) THE PRODUCT APPROVALS SUBMITTED FOR THE ANDERSON |
| | SINGLE OUTSWING FRENCH DOOR HAS NOT BEEN APPROVED IN |
| | WRITING BY THE DESIGNER OF RECORD. |
| | WPB ADMIN CODE 106.3* 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. |
| | |
| | 24) SUBMIT PRODUCT APPROVALS FOR THE EXTERIOR 6-PANEL |
| | METAL DOORS AND THE DOUBLE OUTSWING ENTRY DOORS. |
| | |
| | 25) PROVIDE A LINTEL SCHEDULE ON THE PLANS. |
| | |
| | 26) SUBMIT PRODUCT APPROVALS FOR THE LINTELS AND THE |
| | TRUSS CONNECTORS. |
| | |
| | 27) REVISE THE APPROVED PRODUCT LIST ON C1 TO INCLUDE |
| | CORRECTIONS AND NEW ITEMS REQUESTED OR PUT APPROVAL |
| | STAMP AND INITIALS ON EACH OF THE NOAS. |
| | |
| | 28) SHOW COMPLIANCE WITH R502.12 DRAFTSTOPPING |
| | REQUIRED. |
| | WHEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE |
| | CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS |
| | SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED |
| | SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M 2 ). |
| | DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO |
| | APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS |
| | ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING |
| | MEMBRANE BELOW DRAFTSTOPPING SHALL BE PROVIDED IN |
| | FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING |
| | CIRCUMSTANCES: |
| | 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. |
| | 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE |
| | OPEN-WEB OR PERFORATED MEMBERS. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
