| Date |
Text |
| 2001-07-24 00:00:00 | BUILDING PLAN REVIEW |
| | PLAN CHECK # 01021195 |
| | "CLUBHOUSE" |
| | ADDRESS: 4300 SAN MARINO BLVD |
| | |
| | SBC= STANDARD BUILDING CODE |
| | SBC*= STANDARD BUILDING CODE AMENDMENTS |
| | 1)- FRONT ENTRY RAMP: FL ACC CODE 1997 |
| | 4.8.4: PLANS DO NOT INDICATE THE BOTTOM |
| | LANDING, THEY ALSO INDICATE THAT THERE |
| | IS A MID LANDING AND CHANGE OF DIRECTION |
| | IF RAMPS CHANGE DIRECTION AT LANDINGS A |
| | MINIMUM LANDING SIZE OF 60" X 60" IS |
| | REQUIRED. |
| | 2)- THE DISCREPANCY SHEET CH3 REAR ELEVA |
| | TION, COVERED WALKWAY ADJACENT TO THE |
| | EXERCISE ROOM, VISUALLY INDICATES STAIRS |
| | WHILE THERE IS A NOTE "RAMP", SHEET CH-4 |
| | ALSO INDICATES STAIRS, PO-1 ALSO DEPICT |
| | S STAIRA WITH A NOTE"RAMP". NO CHANGE! |
| | 3)- SBC 104.2.2* ADDITIONAL INFORMATION |
| | REQUIRED: COMMENT #4 ON EARLIER COMMENT |
| | SHEETS DELT WITH A WALL ON THE NORTH END |
| | OF THE HANDBALL COURT, WHAT WAS SUPPORT- |
| | ING THE WALL ABOVE THE SLIDING GLASS |
| | DOORS? I SEE THAT ON THE FOUNDATION FOOT |
| | INGS AND COLUMNS WERE ADDED, ON CH2 THE |
| | PLANS INDICATE BEAM B-1 / RTB-2. THERE |
| | IS NO INFORMATION ON VERTICAL OR HORIZON |
| | TAL REINFORCING FOR THIS WALL SECTION, |
| | THIS IS A EXTERIOR WALL SECTION THAT |
| | BACKS UP AGAINST THE COORIDOR LEADING TO |
| | THE GYM. |
| | |
| | GENERIC COMMENTS FOR THE |
| | PROJECT |
| | 1)- WE WILL ASSIGN A NUMERICAL ADDRESS |
| | TO EACH STRUCTURE THAT REQUIRE ELECTRIC. |
| | 2)- PARCEL"I" IS PARTIALLY LOCATED IN A |
| | FLOOD ZONE, "A-8" THE CITY REQUIRES THE |
| | FIRST FLOOR TO BE 6" ABOVE THE BASE |
| | FLOOD. THE FINISH FLOOR MINIMUM HEIGTH |
| | REQUIRED FOR THE CERTIFICATE IS 16'-6". |
| | 3)- A RESIDENT INSPECTOR WILL BE |
| | REQUIRED FOR THIS PROJECT. |
| | 4)- SBC 1804.2.7* SOILS REPORT REQUIRED; |
| | SOILS TEST. |
| | 5)- SBC 1606.2.6.2 COMPONENTS & CLADDING |
| | INDICATE POSITIVE & NEGATIVE WIND |
| | PRESSURES, INCLUDE END ZONES, PRESSURES |
| | FOR ALL WINDOWS, DOORS & GARAGE DOORS. |
| | 5)- SBC 1606.4/1707.4.1* GLAZED OPENINGS |
| | REQUIRE LARGE MISSLE IMPACT TESTING,SEE |
| | CITY POLICY FOR LARGE OR MULTIPLE STORY |
| | PROJECTS.(STORM SHUTTERS) |
| | 6)- ROOF COVERINGS SBC 1503.3.2 ROOF |
| | COVERINGS AND SYSTEMS SHALL BE DESIGNED |
| | TO WITHSTAND WINDLOADS PRESCRIBED IN |
| | CHAP. 16/ 110 MPH. 1707.5 TESTING FOR |
| | CLAY / CEMENT ROOF TILE, SBCCI OR |
| | DADE COUNTY PRO. APPROVAL. |
