2008-10-06 10:07:06 | 2004 FBC W/2007 REVISIONS |
| NSFD |
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| DENIED BY BUILDING |
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| 1) SUBMIT A COPY OF THE PAID RECEIPT FOR THE COUNTY |
| IMPACT FEES. |
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| 2) THE SITE PLAN ON SHEET A-1 DOES NOT MATCH THE |
| SURVEY. PLEASE CORRECT. FBC R302 |
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| 3) SHOW COMPLIANCE WITH R401.3 DRAINAGE . |
| SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER |
| CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS |
| TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED SO AS TO |
| DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE |
| GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM |
| OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048 |
| MM). EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER |
| PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL |
| WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE |
| PROVIDED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. |
| SUBMIT 2 COPIES OF A SITE DRAINAGE PLAN. |
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| 4) SOME OF THE ZONING DATA ON SHEET A-0 IS ILLEGIBLE. |
| PLEASE CORRECT. |
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| 5) ON THE PLANS, PROVIDE A SQUARE FOOT BREAK DOWN OF |
| FIRST AND SECOND FLOOR CONDITIONED AND NON-CONDITIONED |
| AREA. INCLUDE GARAGE, LOGGIA, COVERED ENTRY, BALCONIES, |
| ETC. FBC R 108 |
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| 6) ON SHEET A-0 AND S-7 ITEM 2 UNDER STRUCTURAL |
| CRITERIA SPECIFIES THE FASTEST MILE WIND SPEED AS 100 |
| MPH. THE CORRECT FASTEST MILE WIND SPEED IS 120 MPH. |
| PLEASE CORRECT. FBC R301.2.1.3. |
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| 7) SPECIFY THE SIZE OF THE ATTIC ACCESS OPENINGS ON THE |
| PLANS. R807.1 |
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| 8) ON SHEET A-3, THE DOUBLE OUTSWING DOORS TO THE |
| BALCONY ABOVE THE ENTRY ARE LABELED AS WINDOWS. PLEASE |
| CORRECT. FAC RULE 9B-72 |
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| 9) ON A-3 THE WRONG WINDOWS ARE LABELED EGRESS WINDOWS |
| FOR BEDROOMS 1 AND 2. PLEASE CORRECT. R 310 |
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| 10) ON THE FOUNDATION PLAN SHEET S-1, THE EXTERIOR AND |
| INTERIOR BEARING WALL SECTIONS ARE TAGGED AS 1 ON S3. |
| THERE ARE NOT ANY SECTIONS ON S3. THE TAGS SHOULD REFER |
| TO THE CORRECT SECTION AND SHEET FOR EACH DIFFERENT |
| FOUNDATION TYPE. PLEASE CORRECT. |
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| 11) ON S-1, SPECIFY THE COLUMN TYPES AND REINFORCING |
| FOR THE ENTRY COLUMNS. |
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| 12) ON S-1, THE COLUMN NOTE SPECIFIES 3 - #5 |
| REINFORCING BARS FOR THE LOGGIA COLUMNS AND ON SHEET |
| S-2 2- #5 BARS ARE SPECIFIED. PLEASE CLARIFY. |
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| 13) ON S-2, NOTE 2 IN THE TIE BEAM SCHEDULE SPECIFIES |
| 8" X 12" TIE BEAMS AND THE NOTES ON THE MASONRY PLAN |
| SPECIFY MINIMUM 8" X 16" BEAMS. PLEASE CORRECT. |
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| 14) SHOW COMPLIANCE WITH R309.2 SEPARATION REQUIRED. |
| THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND |
| ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH (12.7 MM) |
| GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES |
| BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL |
| HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH |
| (15.9 MM) TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE |
| SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE |
| SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY |
| NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD OR |
| EQUIVALENT. |
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| 15) SHOW COMPLIANCE WITH R502.1.2 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. SPECIFY LOCATION AND |
| MATERIAL THAT WILL BE USED. |
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| 16) ON SHEET S-4 AND S-5, THE WRONG EDITIONS OF ASCE 7 |
| AND ACI 301 AND ACI 318 ARE SPECIFIED. PLEASE REVISE TO |
| ASCE 7-02 AND ACI 301-02 AND ACI 318-02. SEE FBC R |
| CHAPTER 43 REFERENCED STANDARDS. |
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| 17) ON S-4, THE NOTE REFERS TO THE WALL SECTION ON S-5 |
| FOR THE FLOOR TRUSS TO LEDGER CONNECTION. THERE IS NO |
| WALL SECTION ON S-5 AND THE ONES ON S-6 DO NOT SPECIFY |
| THE FLOOR TRUSS TO LEDGER CONNECTION. |
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| 18) ON S-4 SOME OF THE ROOF TRUSS CONNECTORS ARE NOT |
| SPECIFIED. |
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| 19) ON S-4 THE CONNECTOR FOR THE TRUSS TO WOOD BEAM AT |
| THE LOGGIA IS SPECIFIED AS A SIMPSON HETA 20, WHICH IS |
| AN EMBED ANCHOR. PLEASE CORRECT. PLEASE REVIEW ALL |
| CONNECTORS AND SPECIFY THE CORRECT ONES. |
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| 20) ON S-4, SOME PORTIONS OF THE WALLS ARE NOT SHOWN. |
| PLEASE CORRECT. |
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| 21) ON S-4, SPECIFY THE CONNECTORS FOR THE ATTACHMENT |
| OF THE WOOD BEAMS TO THE CMU COLUMNS. |
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| 22) ON S-4, SPECIFY THE CONNECTORS FOR ALL OF THE |
| GIRDER TO EXTERIOR AND INTERIOR BEARING WALL |
| CONNECTIONS. |
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| 23) PROVIDE A DETAIL SHOWING THE ROOF TRUSS TO SECOND |
| STORY WALL CONNECTION AT THE LOGGIA. |
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| 24) THE ROOF CONNECTOR SCHEDULES ON S4 AND S5 CONTAINS |
| ERRORS. THE MAXIMUM UPLIFT FOR THE HETA 20 IS 1810 AND |
| THE NUMBER OF CONC. FASTENERS IS 18 FOR THE HUC410. |
| PLEASE CHECK ALL FOR ERRORS AND MAKE CORRECTIONS. |
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| 25) SHOW COMPLIANCE WITH R803.2.3.1 SHEATHING |
| FASTENINGS. 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. RING-SHANK NAILS SHALL HAVE THE |
| FOLLOWING MINIMUM DIMENSIONS: WHERE ROOF FRAMING WITH A |
| SPECIFIC GRAVITY, 0.42 < G < 0.49 IS USED, 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 |
| SPECIFY RING SHANK NAILS FOR ROOF SHEATHING. |
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| 26) ON S-5, SPECIFY THE CONNECTORS FOR THE ROOF |
| GIRDERS. R301.1 |
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| 27) THE COLUMN DETAIL ON S-6 DOES NOT CORRESPOND WITH |
| S-1 OR S-2. PLEASE CORRECT. R301.1 |
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| 28) ON SHEET S-7, THE STAIR SECTION REFERENCES THE |
| WRONG SECTION FOR RESIDENTIAL GUARDRAILS. SEE FBC R 312 |
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| 29) THE CHIMNEY FRAMING DETAILS ON S-7 DO NOT |
| CORRESPOND WITH THE REST OF THE PLANS FOR A |
| CONVENTIONAL WOOD BURNING FIREPLACE. PROVIDE A SECTION |
| THROUGH THE MASONRY FIREPLACE AND CHIMNEY. PROVIDE |
| DETAILS OF FOUNDATION, HEARTH, CHIMNEY TERMINATION, |
| ETC. SEE FBC R1001 |
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| 30) SUBMIT MANUFACTURER'S SPECS. AND LISTING |
| INFORMATION FOR THE PREFABRICATED CHIMNEY CAP. R1002.2 |
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| 31) SUBMIT MANUFACTURER'S SPECS. AND INSTALLATION |
| INSTRUCTIONS FOR THE ICYNENE SPRAY FOAM INSULATION. |
| R314 |
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| 32) THE PLANS SPECIFY MISSILE IMPACT RATED WINDOWS. THE |
| PRODUCT APPROVAL FOR THE PGT SINGLE HUNG WINDOWS (NOA |
| NO 05-0928.03) DO NOT HAVE LARGE MISSILE RATED AND |
| REQUIRE STORM PANELS. PLEASE CLARIFY. IF USING |
| NON-IMPACT WINDOWS, PLEASE REVISE PLANS AND SUBMIT |
| PRODUCT APPROVALS, KEY PLAN AND INSTALLATION SCHEDULE |
| FOR STORM PANELS. |
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| 33) SUBMIT 2 COPIES OF PRODUCT APPROVALS, THAT HAVE |
| BEEN REVIEWED AND APPROVED BY THE DESIGNER OF RECORD, |
| FOR THE STRUCTURAL WINDOW MULLIONS. FAC RULE 9B-72 |
| |
| 34) SUBMIT 2 COPIES OF PRODUCT APPROVALS, THAT HAVE |
| BEEN REVIEWED AND APPROVED BY THE DESIGNER OF RECORD, |
| FOR THE SLIDING GLASS DOORS. FAC RULE 9B-72 |
| |
| 35) THE PRODUCT APPROVAL NOA NO 03-0430.04 FOR THE |
| CLOPAY GARAGE DOOR IS EXPIRED. PLEASE SUBMIT CURRENT |
| NOA THAT HAS BEEN APPROVED BY THE DESIGNER. FAC RULE |
| 9B-72 |
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| 36) THE THERMA-TRU PRODUCT APPROVAL SUBMITTED FOR THE |
| ENTRY DOOR IS FOR A SINGLE IN-SWING DOOR WITH A |
| NON-IMPACT SIDE-LITE. THE PLANS SPECIFY A DOUBLE |
| OUTSWING DOOR WITH NO SIDE-LITES. SUBMIT 2 COPIES OF |
| PRODUCT APPROVALS, THAT HAVE BEEN REVIEWED AND APPROVED |
| BY THE DESIGNER OF RECORD, FOR THE ENTRY DOOR AS SHOWN |
| ON THE PLANS. FAC RULE 9B-72 |
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| 37) SUBMIT THE FLORIDA COVER SHEET WITH THE CORRECT FL# |
| FOR THE THERMA-TRU DOORS. THE FL# ON THE PRODUCT |
| APPROVAL REVIEW LIST FROM THE ARCHITECT FL 3728 IS |
| INCORRECT. FAC RULE 9B-72 |
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| 38) SUBMIT 2 COPIES OF PRODUCT APPROVALS, THAT HAVE |
| BEEN REVIEWED AND APPROVED BY THE DESIGNER OF RECORD, |
| FOR THE OVAL FIXED GLASS WINDOWS. FAC RULE 9B-72 |
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| 39) IN ORDER TO EXPEDITE PLAN REVIEW, PLEASE PROVIDE A |
| RESPONSE LETTER WITH RESUBMITTAL INDICATING HOW AND |
| WHERE TO COMMENTS HAVE BEEN ADDRESSED. |
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| 40) PLEASE SEE NOTES IN RED ON PLAN. PLEASE RETURN ONE |
| FULL SET OF OLD PLANS AND BOTH OF THE PLAN SHEETS WITH |
| THE COUNTY IMPACT FEE STAMPS. THANK YOU. |
| |
| ROBERT MCDOUGAL |
| BLDG. PLAN REVIEW |
| (561)805-6714 |
| [email protected] |