| Date |
Text |
| 2001-12-11 00:00:00 | BUILDING PLAN REVIEW |
| | *******DENIED******* |
| | ROBERT BROWN(561) 659 8096 EXT 8499 |
| | |
| | PERMIT REQ'D:ADDITION |
| | CHANGE OF USE FROM |
| | RESIDENTIAL TO BUSINESS |
| | |
| | SBC = STANDARD BUILDING CODE |
| | SBC*= STANDARD BUILD'G CODE (AMENDMENTS) |
| | FL ACC CODE = FLORIDA ACCESSIBILITY CODE |
| | FL ENERGY CODE = FLORIDA ENERGY |
| | EFFICIENCY CODE FOR BUILD'G CONSTR'N |
| | |
| | |
| | ** DENOTES UPDATE TO REVIEW COMMENTS |
| | FOLLOWING MEETING ON 12/13/01 WITH |
| | GAY CINQUE |
| | |
| | 1) CHANGE OF USE FROM RESIDENTIAL TO |
| | BUSINESS WILL BE SUBJECT TO IMPACT FEES. |
| | |
| | 2) SBC 3401.2.2.1FOR CHANGE OF |
| | OCCUPANCY IN AN EXISTING BUILDING, THE |
| | BUILDING, ELECTRICAL, GAS, MECHANICAL |
| | AND PLUMBING SYSTEMS SHALL BE MADE TO |
| | COMFORM WITH THE INTENT OF THE TECHNICAL |
| | CODES |
| | |
| | 3) SBC 1804.1THE BASE OF THE |
| | FOUNDATIONS SHALL BE AT LEAST 12" BELOW |
| | FINISH GRADE. |
| | ** PROPOSALS ACCEPTED UNDER FOUNDATION |
| | PERMIT #01081206 |
| | |
| | 4) SBC 2303.1THE GROUND AROUND THE |
| | BUILDING SHALL BE GRADED TO SLOPE AWAY |
| | FROM IT. |
| | |
| | 5) SBC 2313SECTION 1/1. SPACING OF THE |
| | STD ACI 90 DEGREE HOOKS SHALL BE STATED. |
| | ANNOTATION TO SPECIFY THE FOUNDATION |
| | WALL INFILL MATERIAL SHALL BE ADDED. |
| | |
| | 6) SHEET 1, NOTES.THE SPECIFIED |
| | CONCRETE STANDARDS ACI 301-79, 315-80 |
| | AND MASONRY STANDARD ACI 531 ARE NOT |
| | REFERENCED IN SBC 1997.BASIS OF DESIGN |
| | AND SPECIFICATION REQUIRES CLARIFICATION |
| | |
| | 7) SBC 2304.3UNDERFLOOR SPACES SHALL |
| | BE VENTILATED.THE NEW ADDITION SHALL |
| | NOT OBSTRUCT UNDERFLOOR VENTILATION OF |
| | THE EXISTING BUILDING. |
| | ** THIS PERMIT APPLICATION SHOWS A WOOD |
| | FLOOR WHILST FOUNDATION PERMIT |
| | #01081206 SHOWS A CONCRETE SLAB. |
| | CLARIFICATION REQUIRED.UNDERFLOOR |
| | VENTILATION OF EXISTING BUILDING MUST |
| | BE MAINTAINED. |
| | |
| | 8) SBC 2307.3.1THE PROPOSED FLOOR |
| | JOIST SPAN EXCEEDS THE LIMITS GIVEN IN |
| | AF&PA SPAN TABLES.JUSTIFICATION BY |
| | CALCULATION, INCREASED DEPTH, REDUCED |
| | SPACING OR INTERMEDIATE SUPPORT IS REQ'D |
| | |
| | 9) SBC 2303.3THE EXTERIOR WALL SHALL |
| | INCORPORATE MOISTURE PROTECTION IN THE |
| | FORM OF TYPE 15 (MINIMUM) FELT OR OTHER |
| | RECOGNISED MATERIAL. |
| | |
| | 10) SBC 2308PROVIDE DETAILS OF THE |
| | MEANS OF ATTACHMENT OF THE NEW WALLS TO |
| | THE EXISTING BUILDING.THE PLYWOOD |
| | SHEATHING ON THE ADDITION SHALL BE MIN. |
| | 5/8" THICK (SEE SBC TABLE 2308.2.2B) |
| | |
| | 11) SBC 2308.3.2THE WINDOW HEADERS |
| | SHALL BE SUPPORTED BY JACK STUDS IN |
| | ACCORDANCE WITH TABLE 2308.3A. |
| | |
| | 12) SBC 2309.7.2THE FLAT ROOF VOID |
| | SHALL BE VENTILATED BY A NETT AREA OF |
| | OPENING NOT LESS THAN 1/250 OF THE AREA |
| | OF THE CEILING BELOW. |
| | |
| | 13) SBC 1501NO ROOF COVERING SPECIFIED |
| | A ROOFING PERMIT APPLICATION IS REQUIRED |
| | |
| | 14) SBC 1606.1.2.1ON SHEET 1, NOTE 6, |
| | DESIGN (WIND) LOAD REFERENCES BOTH |
| | SBC 1997 AND ASCE 7.CONFIRM THE |
| | BASIS OF DESIGN AND STATE THE BASIC |
| | VELOCITY PRESSURE. |
| | |
| | 15) SBC 1013.9EXTERIOR RAMPS AND |
| | LANDINGS SHALL BE DESIGNED SO WATER WILL |
| | NOT ACCUMULATE ON THEIR SURFACES.THIS |
| | SHALL BE ACCOMPLISHED WITHOUT EXCEEDING |
| | A CROSS SLOPE OF 1:50(FL ACC CODE 4.3.7) |
| | |
| | 16) SBC 1013.6THE RAMP HANDRAILS SHALL |
| | EXTEND, PARALLEL TO THE FLOOR/GROUND |
| | SURFACE, AT LEAST 12" BEYOND THE TOP AND |
| | BOTTOM OF THE RAMP. |
| | |
| | 17) SBC 1007.5 & 1013.6THE HANDRAILS |
| | ON THE EXTERNAL STAIR AND RAMP SHALL BE |
| | LOCATED AT A HEIGHT OF BETWEEN 34" AND |
| | 38" ABOVE THE RAMP OR LEADING EDGE OF |
| | THE TREAD.THE STAIRCASE HANDRAIL MAY |
| | BE 42" HIGH IF IT FORMS PART OF THE |
| | GUARDRAIL.THE REQUIRED HEIGHT |
| | DIMENSIONS SHALL BE ADDED TO SECTION |
| | 7/S1 AND AMENDED ON SECTION 1/S1 |
| | |
| | 18) FL ACC CODE 4.8.5(6) & 4.9.4(6)THE |
| | ENDS OF THE HANDRAILS SHALL BE ROUNDED |
| | OR RETURNED SMOOTHLY TO GROUND OR POST. |
| | |
| | 19) FL ACC CODE 4.9.4(2)THE EXTERNAL |
| | STAIRCASE HANDRAILS SHALL CONTINUE TO |
| | SLOPE PAST THE BOTTOM RISER FOR A |
| | DISTANCE NOT LESS THAN THE DEPTH OF ONE |
| | TREAD AND THEN EXTEND HORIZONTALLY FOR |
| | ANOTHER 12". |
| | |
| | 20) SBC 1015.2THE EXTERNAL STAIRCASE |
| | LANDING GUARDRAIL SHALL BE NOT LESS THAN |
| | 42" HIGH.ADD DIMENSION TO SECTION 7/S1 |
| | |
| | 21) SBC 1015.3THE GUARDRAILS TO THE |
| | EXTERNAL STAIRCASE LANDING SHALL HAVE |
| | RAILS SPACED SUCH THAT A 4" SHERE |
| | CANNOT PASS THROUGH ANY OPENING. |
| | |
| | 22) SBC 1608.2THE CONSTRUCTION OF |
| | HANDRAILS AND GUARDRAILS SHALL BE |
| | ADEQUATE IN STRENGTH, DURABILITY AND |
| | ATTACHMENT TO RESIST THE REQUIRED LOAD |
| | COMBINATIONS.DETAILS OF THE MEANS OF |
| | ATTACHMENT FOR THE EXTERNAL STAIRCASE |
| | AND LANDING RAILING SHALL BE SUBMITTED. |
| | |
| | 23) FL ACC CODE 4.8.5(4) & 4.9.4(4)THE |
| | EXTERNAL STAIR AND RAMP HANDRAIL |
| | GRIPPING SURFACES SHALL BE CONTINUOUS |
| | AND UNINTERRUPTED BY NEWEL POSTS OR |
| | OTHER OBSTRUCTIONS. |
| | |
| | 24) FL ACC CODE 4.9.2THE STAIR TREADS |
| | SHALL BE NO LESS THAN 11" WIDE, MEASURED |
| | FROM RISER TO RISER.OPEN RISERS ARE |
| | NOT PERMITTED. |
| | |
| | 25) FL ACC CODE 4.9.3THE UNDERSIDE OF |
| | THE STAIR NOSINGS SHALL NOT BE ABRUPT |
| | (SEE FIGURE 18). |
| | |
| | 26) FL ACC CODE 4.9.6OUTSIDE STAIRS |
| | AND THEIR APPROACHES SHALL BE DESIGNED |
| | SO THAT WATER WILL NOT ACCUMULATE ON |
| | WALKING SURFACES. |
| | |
| | 27) FL ACC CODE 4.1.5THE ADDITION |
| | SHALL COMPLY WITH THE APPLICABLE |
| | PROVISIONS OF THE MINIMUM REQUIREMENTS |
| | (4.1.1 TO 4.1.3) AND THE APPLICABLE |
| | TECHNICAL SPECIFICATIONS (4.2 THROUGH |
| | 4.35) |
| | |
| | 28) FL ACC CODE 4.1.3(5)VERTICAL |
| | ACCESSIBILITY SHALL BE PROVIDED.THE |
| | FLOOR OF THE ADDITION SHOULD BE RAISED |
| | TO MATCH THAT OF THE EXISTING BUILDING. |
| | |
| | 29) FL ACC CODE 4.1.3(7)(B)THE WIDTH |
| | OF DOORS AND OPENINGS SHALL BE NOT LESS |
| | THAN 32" CLEAR. |
| | |
| | 30) FL ACC CODE 4.13.4AT LEAST ONE |
| | LEAF OF THE DOUBLE LEAF ENTRANCE DOOR AT |
| | THE HEAD OF THE RAMP SHALL HAVE A CLEAR |
| | OPENING OF 32". |
| | |
| | 31) FL ACC CODE 4.13.8THE DOOR |
| | THRESHOLD SHALL NOT EXCEED 1/2" IN |
| | HEIGHT, AND HAVE A SLOPED BEVEL IN |
| | ACCORDANCE WITH FIGURE 7(D) IF THE |
| | THRESHOLD HEIGHT EXCEEDS 1/4". |
| | |
| | 32) FL ACC CODE 4.13.9DOOR HARDWARE |
| | SHALL COMPLY WITH THE REQUIREMENTS |
| | |
| | 33) FL ACC CODE 4.22.1THE TOILET |
| | FACILITY IS REQUIRED BY 4.1.3(11) TO BE |
| | ACCESSIBLE.THE TOILET FACILITY SHALL |
| | BE ON AN ACCESSIBLE ROUTE, WHICH MEANS |
| | THAT THE DOORS/OPENINGS LEADING FROM THE |
| | ENTRANCE AREA SHALL HAVE A MINIMUM CLEAR |
| | OPENING OF 32" IN ACCORDANCE WITH 4.13.5 |
| | |
| | 34) FL ACC CODE 4.22.3SUBMIT A PLAN OF |
| | THE TOILET TO DEMONSTRATE COMPLIANCE |
| | WITH THE CLEAR FLOOR SPACE AND |
| | ACCESSIBLE FIXTURES AND CONTROL |
| | REQUIREMENTS, AND THE REQUIREMENTS FOR |
| | SINKS (FL ACC CODE 4.24) AND |
| | HANDRAILS/GRAB BARS (FL ACC CODE 4.26) |
| | ** PROPOSALS ACCEPTED UNDER PLUMBING |
| | PERMIT #01100590 |
| | |
| | 35) FL ACC CODE 4.1.3(10)AN ACCESSIBLE |
| | DRINKING FOUNTAIN SHALL BE PROVIDED. |
| | |
| | 36) FL ACC CODE 4.1.5SUBMIT DETAILS TO |
| | DEMONSTRATE COMPLIANCE WITH THE |
| | FOLLOWING ADDITIONAL TECHNICAL |
| | REQUIREMENTS AS APPROPRIATE:4.2SPACE |
| | ALLOWANCE AND REACH RANGES, |
| | 4.3.6SURFACE TEXTURE OF ACCESSIBLE |
| | ROUTES, 4.3.9DOORS ON ACCESSIBLE |
| | ROUTES, 4.6.3PARKING SPACES, |
| | 4.6.4SIGNAGE AT ACCESSIBLE PARKING |
| | SPACES, 4.22TOILET ROOMS, |
| | 4.29DETECTABLE WARNINGS, 4.30 SIGNAGE, |
| | 7.1BUSINESS AND MERCANTILE. |
| | |
| | 37) FL ENERGY CODE 101.1.2THE ADDITION |
| | SHALL COMPLY WITH FLORIDA ENERGY CODE. |
| | |
| | 38) FL ENERGY CODE 103.0SUBMIT ENERGY |
| | CODE COMPLIANCE FORMS TO DEMONSTRATE |
| | COMPLIANCE. |
| | |
| | |
| | END OF REVIEW COMMENTS |
| | THE CODE REFERENCES GIVE ADDITIONAL INFO |
| | IF YOU HAVE ANY QUERIES PLEASE CALL: |
| | ROBERT BROWN(561) 659 8096 EXT 8499 |
