| Date |
Text |
| 2001-01-08 00:00:00 | BUILDING REVIEW: |
| | 1)- FL ACCESSIBILITY CODE 4.6.3 ACCESS |
| | AISLE SHALL BE DIAGONALLY STRIPED. |
| | 2)- FL ACCESSIBILITY CODE 4.6.6 ACCESS |
| | AISLES SHALL BE 5'X20' LEVEL WITH A |
| | SURFACE SLOPE NOT EXCEEDING 1:50 OR 2% |
| | IN ANY DIRECTION. |
| | 3)- FL STATE STATUTE 481 PLANS ARE TO |
| | BESIGNED, SSEALED & DATED. |
| | 4).SBC 1804.2 SOILS TEST REPORT |
| | REQUIRED. |
| | 5)- 400.3ABCD.1.(2) ENERGY CALCULATIONS |
| | SIGNED BY THE PERSON PREPARING THE COM- |
| | PLIANCE CALCULATION AS A TRUE & ACCURATE |
| | AND DEMONSTRATES THAT THE BUILDING IS IN |
| | COMPLIANCE. |
| | 6)- SBC 104.2.2 WINDOW BUCK ATTACHMENT |
| | ADDITIONAL INFORMATION REQUIRED, DETAIL. |
| | 7)- SBC 1606.2.6.2 COMPONENTS & CLADDING |
| | WILL REQUIRE PRODUCT APPROVAL REPORTS |
| | FOR ALL WINDOWS,EXTERIOR DOORS & ROOFING |
| | MATERIALS. |
| | 8)- WF-16 NOT IN FOOTING SCHEDULE SEE |
| | S-1 DRAWINGS. |
| | 9)- W8X21- NOT IN FOOTING SCHEDULE. |
| | 10)- SBC 103.7.1- ALTERNATE METHODS, IN- |
| | ITIAL CHEMICAL SOIL TREATMENT IN SIDE |
| | FOUNDATION WALLS (BLOCK CELLS) SHALL |
| | OCCUR AFTER ALL EXCAVATION, BACK FILLING |
| | & COMPACTION.NOTE 103.7.1.3 CELLS & CAV- |
| | ITIES IN MASONARY WALLS SHALL BE CLEANED |
| | OF ALL TRASH / DEBRIS, WOOD SCRAPS OR |
| | OTHER EXTANEOUS CONTENT BEFORE TTERMITE |
| | TREATMENT. |
| | 11)- SBC 103.7.3.5- ADDITIONAL CHEMICAL |
| | TREATMENT SHALL BE APPLIED UNDER ALL |
| | EXTERIOR CONCRETE ON GRADE WITHIN 1 FT. |
| | OF THE PRIMARY STRUCTURE WALLS. |
| | 12)-SBC 104.2.2- 2'X2' MASONARY COLUMNS |
| | ARE NOT ON THE COLUMN SCHEDULE, STEEL |
| | SIZE? A7.05 SHOWS ALL CELLS FILLED? |
| | 13)-104.2.2- S-2 MEZANINE ADD. INFO.REQ. |
| | AT TB-2 THE #4@8" O.C. 8'-6" LONG' IS |
| | THERE ANY BOTTOM STEEL? |
| | 14)-STORAGE/ JAN. RM.- ON THE WEST SIDE |
| | OF THE OPENING IS THERE BOTTOM STEEL |
| | REQUIRED IN THE MEZANINE SLAB OR TEMPER- |
| | ATURE BARS? |
| | 15)- TRUSS PLAN LAYOUT W/ DESIGN LOAD |
| | INFORMATION FOR SBC 1606.1 OR ASCE 7-95. |
| | WIND LOAD CONSISTANT WITH THE DESIGNER |
| | OF RECORD ASSUMPTIONS. |
| | 16)- DISCREPANCY- HIGH ROOF FRAMING PLAN |
| | SHOWS A DROPPED RAKE BEAM. THE PLANS |
| | SHOW A 2"X6"@3'-0" VS. DETAIL#5 INDICATE |
| | THAT 2"X8"@ 4'-0" O.C. WILL BE USED?ALSO |
| | CHECK THE MAX SPAN TABLES FOR 5/8" |
| | PLYWOOD. |
| | 17)- DETAILS 7/A7.0 SHOWS 3/4" PLYWOOD |
| | ROOF SHEATHING VS. SHEET S.3 INDICATES |
| | 5/8" PLYWOOD. |
| | 18)- THE INTERIOR OF THE LOBBY SHOWS A |
| | GWB CEILING OVER METAL STUD FRAMING, |
| | THERE IS NO DETAIL SHOWING HOW THECEIL |
| | ING IS TO BE FASTENED TO THE 3X12 & 4X12 |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561) 659-8096 EX 8412 |
