| Date |
Text |
| 2001-11-19 00:00:00 | *************BUILDING UNSAT************* |
| | |
| | 1)A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) THE IMPORTANCE FACTOR ON SHEET C-1 IS |
| | INCORRECTLY GIVEN AS 1.05, IT SHOULD BE |
| | 1.0. |
| | |
| | 3) THE ATTIC ACCESS SIZE LISTED IN NOTE7 |
| | ON SHEET A-2 IS INCORRECT THE MINIMUM |
| | SIZE IS 22X36 INCHES. 97 SBC 2309.6 |
| | |
| | 4) THE PLANS INDICATE R-30 CEILING |
| | INSULATION ON A-5 AND THE ENERGY CALS. |
| | LIST CEILING INSULATION AS R-19. PLEASE |
| | CLARIFY. |
| | |
| | 5) SECTIONS A AND B ON A-5 SHOW AN 18" |
| | DEEP FOOTING (6" ABOVE GRADE AND 12" TO |
| | BOTTOM OF FOOTING) AND THE FOOTING |
| | SCHEDULE ON SHEET S-1 GIVES FOOTING |
| | DEPTH OF 16". PLEASE CLARIFY. |
| | |
| | 6) THE MEAN ROOF HEIGHT IS SHOWN AS |
| | + 17'-8" ON A-3 AND IS LISTED AS 15'-0" |
| | ON S-2. PLEASE CORRECT. |
| | |
| | 7) FOUNDATION NOTES ON C-1 STATES FOOT- |
| | ING DESIGN BASED ON SOIL BEARING |
| | CAPACITY OF 2500 PSF AND SOIL STATEMENT |
| | ON S-1 STATES FOUNDATION DESIGNED FOR AN |
| | ALLOWABLE SOIL BEARING PRESSURE OF |
| | 2000 PSF. PLEASE CLARIFY. |
| | |
| | 8) CITY OF WPB AMENDMENTS TO 97 SBC |
| | REQUIRE SPECIAL NAILING ZONES FOR ROOF |
| | SHEATHING AND DESIGNATE THEM BY ZONES 1, |
| | 2 AND 3 AS INDICATED ON A DIAGRAM. ON |
| | S-2 THE ZONES GIVEN (RI AND SI) ON THE |
| | ROOF SHEATHING ARE NOT CORRECT. |
| | |
| | 9) NO CONNECTOR IS INDICATED FOR ONE END |
| | OF THE GIRDER TRUSS AT THE GARAGE ON |
| | S-2. |
| | |
| | 10) HUGHES AND SEMCO HAVE BEEN PURCHASED |
| | BY USP. THE UPLIFT AND LOAD VALUES OF |
| | SOME OF THE CONNECTORS HAVE CHANGED AND |
| | OTHERS WILL NO LONGER BE AVAILABLE. |
| | PLEASE REVISE THE ANCHOR SCHEDULE TO |
| | REFLECT THESE CHANGES. |
| | USC3F= 6170#, TAPR 216= 1290# (FOR |
| | INSTALLATIONS CLOSER THAN 8" ON CENTER |
| | CONSULT USP TECHNICAL ASSISTANCE FOR |
| | REDUCED LOAD VALUES), RTP18818 IS NO |
| | LONGER AVAILABLE UNDER THIS PRODUCT CODE |
| | |
| | 11) THE BEAM SCHEDULE ON S-2 INDICATES |
| | NO #3 TIES ARE REQUIRED FOR L-3 AND |
| | SECTION 12 ON S-3 CALLS FOR #3 TIES AT |
| | 16". PLEASE CLARIFY. |
| | |
| | 12) THERE ARE NO POSITIVE AND PRESSURES |
| | INDICATED FOR THE FRONT DOORS ON A-3. |
| | |
| | 13) IF THE DOUBLE FRONT DOORS ARE GLAZED |
| | AS INDICATED BY THE PRODUCT APPROVALS, |
| | STORM PANELS OR IMPACT GLASS WILL BE |
| | REQUIRED. |
| | |
| | 14) PROVIDE PRODUCT APPROVALS FOR |
| | STRUCTURAL MULLIONS TO CONNECT THE |
| | SLIDING GLASS DOORS WITH FIXED GLASS |
| | WINDOWS ABOVE AND FRENCH DOOR WITH F.G. |
| | WINDOW ABOVE. |
| | |
| | 15) PROVIDE PRODUCT APPROVAL FOR FRENCH |
| | DOOR. |
| | |
| | 16) PROVIDE KEY PLAN, INSTALLATION |
| | SCHEDULE, INDICATE ANCHOR TYPE AND |
| | INSTALLATION METHOD THAT WILL BE USED. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
