2007-02-26 14:56:45 | DENIED BY BUILDING |
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| 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT |
| MUST BE SUBMITTED BEFORE A |
| PERMIT CAN BE ISSUED. |
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| 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. |
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| 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. |
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| 6) THE OWNER/AGENT IS REQUIRED TO SIGN THE ENERGY |
| CALCULATION FORM PER FBC CHAPTER 13. |
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| 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. |
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| 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. |
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| 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. |
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| 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. |
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| 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 |