| Date |
Text |
| 2002-04-23 00:00:00 | *************BUILDING UNSAT************* |
| | |
| | 1)A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) PROVIDE SOIL TEST PER SEC. 1804.2.2 |
| | OF CITY AMENDMENTS TO THE 2001 FBC. |
| | |
| | 3) PLEASE SPECIFY THE AMOUNT OF EMBED |
| | REQUIRED FOR THE 5/8" DIA. BOLTS AT THE |
| | C11 STEEL COLUMN BASES. SEE SCHEDULE ON |
| | A2. |
| | |
| | 4) SAFETY GLAZING IS REQUIRED WITHIN 3' |
| | OF TUB/SHOWER ENCLOSURES PER 2001 FBC |
| | SECTION 2405.2.1(2). PLEASE INDICATE ON |
| | PLANS THAT THE BUTT GLASS AT HER BATH |
| | AND THE 2040 SH WINDOW IN HIS BATH WILL |
| | BE TEMPERED. |
| | |
| | 5)THE ENGINEER WHOSE TITLE BLOCK APPEARS |
| | ON SHEETS A2,A3,A4,A5,A6 AND A7 IS |
| | REQUIRED TO SIGN, SEAL AND DATE THESE |
| | SHEETS. |
| | |
| | 6) PROVIDE EMERGENCY EGRESS WINDOW IN |
| | SLEEPING ROOMS WITH A MINIMUM NET CLEAR |
| | OPENING HEIGHT OF 24INCHES,NET CLEAR |
| | OPENING WIDTH OF 20 INCHES AND NET CLEAR |
| | OPENING AREA OF 5.7 SQ.FT. GROUND FLOOR |
| | OPENINGS ARE PERMITTED TO HAVE A NET |
| | CLEAR OPENING OF 5.0 SQ.FT. SILL HEIGHT |
| | SHALL NOT BE MORE THAN 44 INCHES ABOVE |
| | THE FLOOR. 2001 FBC 1005.4 |
| | PLEASE NOTE THAT THE 2650 CASEMENT |
| | WINDOWS IN BEDROOMS #2 AND #3 DO NOT |
| | COMPLY. THE LIBRARY WHICH COULD BE USED |
| | AS A SLEEPING ROOM MUST HAVE EGRESS |
| | WINDOWS OR IT MUST BE PERMANENTLY NOTED |
| | ON THE PLANS THAT THIS ROOM IS NOT TO BE |
| | USED FOR SLEEPING PURPOSES. |
| | |
| | 8) PLEASE NOTE THE SIZE OF THE T-NAILS |
| | USED TO FASTEN THE 1X4 P.T. WINDOW AND |
| | SLIDING GLASS DOOR BUCKS. |
| | |
| | 9) PLEASE CLARIFY THE B AND D MARKS ON |
| | A3 WHICH APPEAR TO BE POSITIVE AND |
| | NEGATIVE PRESSURES. HOWEVER,THEY DO NOT |
| | COINCIDE WITH THE WIND PRESSURES |
| | ASSIGNED TO B AND D ON A5. |
| | |
| | 10)PROVIDE MANUFACTURER'S SPECIFICATIONS |
| | AND UL LISTING FOR BBQ ON THE COVERED |
| | PORCH AND THE PREFAB FIREPLACE AND |
| | FLUE PIPE. |
| | |
| | 11) DETAILS 21 & 22 ON A8 FOR THE STEEL |
| | COLUMN BASES DO NOT CORRESPOND WITH THE |
| | STEEL COLUMNS LISTED IN THE COLUMN |
| | SCHEDULE ON A2. PLEASE REVISE. |
| | |
| | 12) PROVIDE ENGINEERED CUT SHEETS FROM |
| | THE TRUSS MANUFACTURER FOR THE CHIMNEY |
| | SHOWN ON DETAIL 1 SHEET A9 PRIOR TO |
| | INSTALLING. INDICATE APPROPRIATE |
| | CONNECTORS TO RESIST WINDLOADS. |
| | |
| | 13) THE TOTAL THICKNESS OF THE STUCCO ON |
| | THE EXTERIOR OF THE CHIMNEY IS REQUIRED |
| | TO BE 7/8" THICK PER 2001 FBC SECTION |
| | 2504.2.1 AND ASTM C 926. PLEASE CORRECT |
| | DETAIL 1 ON A9. |
| | |
| | 14) THE CONNECTORS SPECIFIED FOR K & L |
| | IN THE TRUSS ANCHOR SCHEDULE ON A7 AS |
| | UCS SHOULD BE USC. PLEASE CORRECT. |
| | |
| | 15) ITEM (I) IN THE WIND LOAD CHART ON |
| | A7 STATES THAT ALL DOORS, WINDOWS AND |
| | SKYLIGHTS ARE IMPACT RESISTANT. HOWEVER, |
| | SOME OF THE PRODUCT APPROVALS DO NOT |
| | INDICATE IMPACT RESISTANT GLAZING. |
| | PLEASE CORRECT. |
| | |
| | 16) ITEM (C) IN THE CHART ON A7 APPEARS |
| | TO HAVE A TYPO AT MPH. PLEASE CORRECT. |
| | |
| | 17) PROVIDE (2) COPIES OF KEY PLANS AND |
| | INSTALLATION SCHEDULES FOR THE STORM |
| | PANELS. INDICATETHE SPECIFIC ANCHORS |
| | THAT WILL BE USED FOR STORM PANELS ON |
| | THE PRODUCT APPROVALS. |
| | |
| | 18) THE SITE SPECIFIC ENGINEERING FOR |
| | THE FIXED GLASS, BUTT GLASS AND |
| | STRUCTURAL MULLIONS ARE REQUIRED TO BE |
| | REVIEWED AND APPROVED BY THE DESIGNER OF |
| | RECORD FOR THE STRUCTURE. USE THE CITY |
| | OF WPB PRODUCT APPROVAL FORM TWO COPIES |
| | FOR EACH ITEM. FORM IS REQUIRED TO BE |
| | SIGNED AND SEALED BY BOTH THE ENGINEER |
| | CERTIFYING THE PRODUCT AND THE DESIGNER |
| | OF RECORD. A LETTER OF APPROVAL SIGNED, |
| | SEALED AND DATED BY THE DESIGNER OF |
| | RECORD IS ALSO ACCEPTABLE. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL: |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
