| Date |
Text |
| 2001-09-17 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT # 01070541 |
| | 4301 S DIXIE HWY |
| | PLAN CHECK: 01070541 |
| | |
| | SBC= STANDARD BUILDING CODE |
| | SBC*= AMENDMENTS STANDARD BUILDING CODE |
| | |
| | TYPE V UNPROTECTED / SPRINKLERED |
| | |
| | 1)- STAT STATUTE 481 ARCHETECTURAL |
| | DRAWINGS SUBJECT TO PUBLIC RECORD ARE |
| | TO BE SIGNED,SEALED & DATED. |
| | |
| | 2)- SBC 104.2.2* A SSURVEY LESS THAN A |
| | YEAR OLD. |
| | |
| | 3)- SBC 1804.2.2* SOILS REPORT, MINIMUM |
| | BEARING VALUE |
| | |
| | 4)- FL ENERGY CODE, ENERGY CALCULATIONS. |
| | |
| | 5)- FIRE DISTRICT F-102.4 ROOF COVERINGS |
| | SHALL CONFORM TO THE REQUIREMENTS OF |
| | CLASS"A" OR "B" ROOF COVERINGS. |
| | |
| | 6)- SHEET A4.2 DETAIL #4 (FOAM) F 102.7 |
| | ARCHITECTURAL TRIM ON BUILDINGS IN A |
| | FIRE DISTRICTSHALL BE CONSTRUCTED OF |
| | APPROVED NON-COMBUSTIBLE MATERIALS OR |
| | FIRE RETARDANT TREATED WOOD. |
| | |
| | ASCE 7-98 PRODUCT APPROVALS BASED ON |
| | 145 MPH / 3 SEC. GUST |
| | 7)- COMPONEMNTS & CLADDING |
| | THE CITY WILL REQUIRE PRODUCT TESTING |
| | RREPORTS (2 COPIES ) FOR THEFOLLOWING |
| | ITEMS: |
| | A- DOORS |
| | B- OVERHEAD GARAGE DOORS |
| | C- SLIDING GLASS DOORS |
| | D- WINDOWS |
| | E- GLASS BLOCK |
| | F-SKYLIGHTS |
| | G- ROOFING MATERIALS & ROOF TILE |
| | |
| | ALL WALL OPENINGS (DOORS & WINDOWS) WILL |
| | REQUIRE THE POSITIVE / NEGATIVE PRESSURE |
| | THAT WILL BE APPLIED, IMPORTANCE FACTOR, |
| | WALL & END ZONES ARE TO BE FACTORED INTO |
| | THE OPENINGS. SEE CITY INTERPRETATION |
| | FOR LARGE MISSLE IMPACT RESISTANCE FOR |
| | GLAZED OPENINGS. |
| | |
| | WINDOW / SHUTTER ARE TO SHOW PRODUCT |
| | TESTING AS THET ARE BEING INSTALLED IN |
| | THIS TYPE INSTALATION. SHEET A8.4/1. |
| | |
| | 8)- PLANS ARE TO NOTE: FL ACCES CODE |
| | 4.3.6/ 4.5.1 GROUND & FLOOR SURFACES |
| | ALONG ACCESSIBLE ROUTES AND IN ACCESS- |
| | IBLE ROOMS & SPACES INCLUDING FLOORS, |
| | WALKS, RAMPS, STAIRS & CURBS SHALL BE |
| | STABLE, FIRM, SLIP RESISTANT. ADDAAG A-5 |
| | A STATIC COEFFICIENT OF FRICTION OF 0.6 |
| | IS RECOMMENDED FOR ACCESSIBLE ROUTES |
| | AND 0.8 FOR RAMPS.A8.1 ROOM FINISH SCH. |
| | |
| | 9)- STRUCTURAL PLANS SBC 104.2.2* |
| | ADDITIONAL INFORMATION REQUIRED, MISSING |
| | IS INFORMATION, FOOTINGS, THE SCHEDULE |
| | IS THERE BUT NO MARK INDICATION ON S2.1. |
| | THE SAME FOLLOWS TRUE FOR THE COLUMNS & |
| | BEAMS.NO HOOPS!!!!! |
| | THE TRUSS PLAN MISSING THE MEAN ROOF |
| | HEIGTH, DESIGN INFO, TRUSS AND GIRDER |
| | LOADS VERTICAL, HORIZONTAL & GRAVITY |
| | LOADING. SPECIAL ROOF SHEATHING NAILING |
| | ZONES. |
| | |
| | 10)- WINDOW BUCK DETAIL SHEET A8.4 |
| | DETAIL #2, 1/2" TAPCONS W/ 4" EMBEDMENT |
| | IS 1/2" A MISPRINT? |
| | |
| | 11)- SHEET A8.4 SEC 7 GLASS BLOCK, |
| | CITY INTERPRETATION GLASS BLOCK TO COMPL |
| | Y WITH SBC 2112 TO BE EXEMPT FROM STORM |
| | SHUTTERS. SHOW PRODUCT TESTING. |
| | |
| | 12)- SHEET A2.3 NO DIMENSIONS |
| | |
| | 13)- A8.3 DETAILS 10, 11 1/2" EXPANSION |
| | BOLTS NO SPACING OR MIN. EMBEDMENT. |
| | |
| | 14)- SBC 1517.1.2.1. TOWERS OVER 25' AND |
| | OVER 200' HORIZONTALLY 14.66'X 15.33'= |
| | 224.73' |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561) 659-8096 X 8412 |
