| Date |
Text |
| 2001-12-08 00:00:00 | BUILDING PLAN REVIEW |
| | PLAN REVIEW # 01110409 |
| | ADDRESS TO BE DETERMINED |
| | VILLAGE WEST LUXUARY APARTMENTS |
| | PARCEL "D" PHASE I |
| | CLUBHOUSE |
| | OWN: EPOCH PROPERTIES |
| | TEL: ( 407) 644-9055 |
| | FAX: (407)644-9845 |
| | |
| | |
| | PLAN REVIEW WILL BE COMPLETED UNDER THE |
| | 1997 STANDARD BUILDING CODE. |
| | |
| | CLUBHOUSE: |
| | ASSEMBLY A-2 |
| | TYPE V UNPROTECTED, FULLY SPRINKLERED |
| | AREA 12,453 |
| | |
| | CS1.01 INDICATES THE ABOVE INFORMATION, |
| | "FULLY SPRINKLERED" SBC TABLE 500 |
| | FOOTNOTE "J" BUILDINGS ARE TO BE FULLY |
| | SPRINKLERED IN ACCORDANCE WITH THE |
| | STANDARDS LISTED IN 903.2 FOR ALLOWABLE |
| | AREA INCREASES. SHEET F2.61 INDICATES |
| | THE USE OF NFPA 13-R. THIS IA NOT |
| | ACCEPTIBLE SEE SBC903.2 AUTOMATIC |
| | FIRE SPRINKLER SYSTEMS PERMITTED BY |
| | THIS CODE SHALL COMPLY WITH NFPA 13. |
| | |
| | ADDITIONAL INFORMATION REQUIRED: |
| | SOILS REPORT |
| | FL. ENERGY CALS & WORKSHEETS. |
| | PRODUCT APPROVAL AS STATED UNDER |
| | SITE AMENITIES. |
| | |
| | FAIR HOUSING: SHEET AO.61 CLOSET 104 |
| | DOESN'T MEET 18" ACCESS AT LATCH SIDE OF |
| | THE DOOR. |
| | MAIL BOXES: A5.63 DETAIL 3 TO COMPLY |
| | WITH ANSI 117.1 (308) REACH RANGES |
| | AADAAG COEFICIENT OF SLIP RESISTANCE |
| | FOR ACCESSIBLE AREAS (FLOORS) 0.6 |
| | AND 0.8 FOR RAMPS. |
| | |
| | MEAN ROOF HEIGTH NOT GIVEN. ALSO THE |
| | PRESSURES EXERTED ON ALL OPENINGS DOORS |
| | AND WINDOWS, PLEASE INDICATE ON ELEVA- |
| | TIONS. |
| | |
| | PRODUCT APPROVALS: FRONT ENTRY IS INDICA |
| | TING A FRENCH DOOR, SIDELITES & TRANSOM. |
| | THE PRODUCT TESTED NEEDS TO SHOW THIS |
| | CONFIGURATION OR TESTING OF MULLIONS |
| | CULMINATING WITH THIS CONFIGURATION. |
| | |
| | DISCREPANCY SHEET A5.65 DETAIL #2 INDICA |
| | TES A FRAME WALL & COLUMNS VS. S2.62 |
| | GIRDER GT, ADDITIONAL INFORMATION |
| | REQUIRED. |
| | |
| | DISCREPANCY SHEET A5.62 REAR ELEVATION |
| | WORKOUT ROOM 84'-0" IS THE SAME AS THE |
| | FLOOR PLAN, VS 81' ON THE ROOF PLAN. |
| | |
| | A GABLE WALL SECTION DETAIL FOR THE WALL |
| | OF THE WORK OUT ROOM SHALL BE REQUESTED. |
| | ADDITIONAL INFOR. THIS GABLE TRUSS IS |
| | 14' VERTICALLY, WHAT TYPE OF REINFORCE- |
| | MENT SHALL BE REQUIRED? OR IS THIS TO |
| | BE A RAKE BEAM? |
| | SHEET S3.12 DETAIL #3 SIMPSON HGAM (10) |
| | SEE FOOTNOTE (2) MANUFAC. SPEC CATALOG |
| | TRUSS TO BE A MINIMUM OF 21/2 " THICK. |
| | WHAT TYPE OF ANCHOR IS TO BE USED IN |
| | THIS APPLICATION? |
| | |
| | GLAZED FIXED PANELS NEXT TO SWING DOORS |
| | A HAZARDOUS LOCATION SBC 2405.2.1(4) |
| | |
| | SHEET S2.61 FOOTER (TS1) INDICATES A |
| | BEARING WALL BETWEEN THE EXERCISE ROOM |
| | AND HALL 120A/ RESTROOM 121. S2.62 NOTE |
| | 12 ALSO INDICATES A BEARING WALL, THERE |
| | IS NO INFO. ON A HEADER OR GIRDER TO |
| | PICK UP LOAD WHERE WALL ENDS. TI/ T2 |
| | ARE A SPLIT TRUSS WILL THEY BEAR ON THIS |
| | WALL? |
| | |
| | TRUSS PLAN MISSING THE LOADS TO BE |
| | RESISTED, VERTICAL, HORIZONTAL & GRAVITY |
| | COORALTE WITH ANCHOR SCHEDULE. |
| | |
| | PLANS ARE TO BE SUBMITTED TO THE |
| | COUNTY BUILDING DEPART FOR ASSESMENT OF |
| | COUNTY IMPACT FEES BEFORE ISSUANCE |
| | OF A BUILDING PERMIT. |
| | |
| | STATE RADON FEES COLLECTED BY THE CITY. |
| | |
| | COMPLEX WILL REQUIRE A RESIDENT INSPECT- |
| | OR CONTACT DON NEELY. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561) 659-8096 X 8412 |
