| Date |
Text |
| 2001-10-22 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT # 01070541 |
| | 4301 S DIXIE HWY |
| | PLAN CHECK # 01070541 |
| | |
| | SBC= 1997 STANDARD BUILDING CODE |
| | SBC*= AMENDMENTS/ STANDARD BUILDING CODE |
| | |
| | ***** PLANS SUBMITTED FOR PLAN REVIEW |
| | UNDER 1997 SBC MUST APPLY FOR APPLICA- |
| | TION FOR PERMIT BEFORE DEC 31/2001. |
| | PLANS SUBMITTED FOR APPLICATION FOR |
| | PERMIT AFTER DEC. 31,2001 WILL BE REVIEW |
| | ED UNDER THE 2001 FLORIDA BUILDING CODE. |
| | ALL PRODUCT TESTING WILL ALSO HAVE TO RE |
| | FLECT THE HIGHER WIND REQUIREMENTS***** |
| | |
| | 1)- STATE STATUTE 481 REQUIRES PLANS |
| | SUBMITTED FOR PUBLIC RECORD BE SIGNED |
| | SEALED & DATED BY THE DESIGN PROFESSION- |
| | AL. |
| | |
| | 2)- SBC 104.2.2 A SURVEY LESS THAN A |
| | YEAR OLD. |
| | |
| | 3)- SBC 1804.2.2* SOILS REPORT WITH THE |
| | MINIMUM BEARING VALUE. |
| | |
| | 4)- FL ENERGY CODE ENRGY CALCULATIONS |
| | INCLUDING MANUAL J. |
| | |
| | 5)- FIRE DISTRICT F-102.4 ROOF COVERINGS |
| | SHALL CONFORM TO THE REQUIREMENTS OF |
| | CLASSA OR B ROOF COVERINGS, PPROVIDE MAN |
| | UFACTURES SPECS. |
| | |
| | 6)- S1.1 STRUCTURAL DESIGN CRITERIA, |
| | THE STATE REQUIRES THAT PLANS BE REVIEW- |
| | ED UNDER ASCE 7-95 WHICH IS GOVERENED BY |
| | THE 1997 STANDARD BUILDING CODE.THE |
| | ASCE7-98 WILL CONFORM TO THE 2001 FL |
| | CODE, MORE RESTRICTIVE CODE.IF THE |
| | DESIGN PRO. DESIRE TO BUILD TO THE MORE |
| | RESTRICTIVE CODE DESIGNATE IT BY |
| | " ASCE 7-95/ ASCE 7-98". |
| | |
| | 7)- SBC 1606.2.6.2 COMPONENTS & CLADDING |
| | THE CITY WILL REQUIRE PRODUCT TESTING |
| | REPORTS (2 COPIES) FOR THE FOLLOWING |
| | ITEMS: |
| | A) EXTERIOR DOORS |
| | B) OVERHEAD GARAGE DOORS |
| | C) SLIDING GLASS DOORS |
| | D) WINDOWS |
| | E) GLASS BLOCK |
| | F) SKYLIGHTS |
| | G) STORM SHUTTERS |
| | H) ROOFING ASSEMBLIES/ TILE |
| | |
| | ALL WALL OPENINGS (DOORS & WINDOWS) WILL |
| | REQUIRE THE POSITIVE / NEGATIVE PRES- |
| | SURES THAT WILL BE APPLIED, IMPORTANCE |
| | FACTOR INTO THE OPENINGS. SEE THE CITY |
| | INTERPRETATION FOR LARGE MISSLE RESIS- |
| | TANCE TESTING FOR GLAZED OPENINGS. |
| | |
| | SHEET A8.4/1 THIS DETAIL WILL REQUIRE |
| | PRODUCT TESTING SHOWING THIS CONFIGURA- |
| | TION OR SITE SPECIFIC ENGINEERING. |
| | |
| | 8)- SHEET A8.1 DETAIL 2 SBC 1204.2 |
| | REQUIRES THE NONABSORBANT WALL MATERIAL |
| | BE 48" ABOVE FINISH FLOOR. |
| | |
| | 9)- WINDOW BUCK DETAIL SHEET A8.4 DETAIL |
| | #2, 1/2" TAPCONS W/ 4" EMBEDMENT? MANUFA |
| | CTURES SPEC BOOKS INDICATE 3/16" |
| | AND 1/4" TAPCONS. |
| | |
| | 10)- SHEET A8.3 DETAIL 10/11 INDICATE |
| | 1/2" EXPANSION BOLTS NO SPACING OR MIN. |
| | EMBEDMENT? |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561) 659-8096X8412 |
