| Date |
Text |
| 2018-10-18 14:56:34 | ****CORRECTIONS**** |
| | W.P.B. PERMIT: 18100338 |
| | REVIEWED: OCTOBER 18, 2018 |
| | |
| | DYLAN BATTLES |
| | BUILDING PLANS EXAMINER I |
| | [email protected] |
| | 561-805-6718 |
| | |
| | FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017) |
| | FBC AMENDED = FLORIDA BUILDING CODE,6TH EDITION (2017) |
| | FBC B = FBC BUILDING |
| | FBC EB = FBC EXISTING BUILDING |
| | FBC A = FBC ACCESSIBILITY |
| | FBC ENERGY = FBC ENERGY CONSERVATION |
| | |
| | 1. [FBC A307.2] AND [FBC 1003.3]PROTRUSION LIMITS. |
| | OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES (685 MM) |
| | AND NOT MORE THAN 80 INCHES (2030 MM) ABOVE THE FINISH |
| | FLOOR OR GROUND SHALL PROTRUDE 4 INCHES (100 MM) |
| | MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH |
| | THE HAND WASH SINK IS PROTRUDING INTO CIRCULATION PATH |
| | AND MAY ALSO REDUCE THE EGRESS TO LESS THAN THE |
| | REQUIRED 44? MINIMUM. PLEASE REVIEW AND ADJUST LOCATION |
| | AS NEEDED. |
| | |
| | 2. [FBC 307.4] VERTICAL CLEARANCE. |
| | VERTICAL CLEARANCE SHALL BE 80 INCHES (2030 MM) HIGH |
| | MINIMUM. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED |
| | WHERE THE VERTICAL CLEARANCE IS LESS THAN 80 INCHES |
| | (2030 MM) HIGH. THE LEADING EDGE OF SUCH GUARDRAIL OR |
| | BARRIER SHALL BE LOCATED 27 INCHES (685 MM) MAXIMUM |
| | ABOVE THE FINISH FLOOR OR GROUND. |
| | WHAT IS HAPPENING AT THE REAR DOOR WHERE THE EXISTING |
| | STAIRS ARE? I SEE AN ICE MAKER, BUT ITS NOT CLEAR WHERE |
| | 80? IS AND WHAT IF THIS EQUIPMENT IS MOVED? |
| | |
| | 3. [FBC 1017.2]ADD MAXIMUM TRAVEL DISTANCE TO SHEET |
| | A-103R. |
| | INCLUDE EXIT DISCHARGE DISTANCE TO PUBLIC RIGHT OF WAY |
| | FROM REAR EXITS AND INCLUDE OUTDOOR AREA IN LIFE SAFETY |
| | PLAN PER FBC 1004.5. |
| | REMOVE OLD LABEL THAT SAY EXISTING TAYLOR SHOP. |
| | |
| | 4. [FBC 107.2.5]SHOW LOCATION OF STEEL POSTS FROM |
| | S-101R ON THE FLOOR PLAN. HOW WILL THE PROPOSED POCKET |
| | DOOR FUNCTION WITH THE POST IN THE WALL CAVITY? |
| | ADD TYPICAL DETAIL OF EXTERIOR WALL TO SHOW INSULATION, |
| | FURRING AND INTERIOR WALL MATERIAL. |
| | |
| | 5. [FBC A404.2.4.1(C)]DOOR LABELED 6 AT THE REAR |
| | EGRESS. PROVIDE 12? SIDE CLEARANCE AT DOOR WITH FRONT |
| | APPROACH PUSH SIDE WITH CLOSER AND LATCH. |
| | |
| | 6. [FBC A902.1]SHEET A-101R SHOWS ADA SECTION AT BAR. |
| | PROVIDE DETAIL OF HOW IT COMPLYS WITH ADA REQUIREMENTS. |
| | SHOW DETAIL OF HOW THE BAR IS CONSTRUCTED AND CONNECTED |
| | TO FLOOR. |
| | ALSO, SHOW DETAIL OF GLASS WALL AT ENTRY. |
| | |
| | 7. [FBC A604 AND A606.1]INTERIOR ELEVATIONS OF ADA |
| | RESTROOMS TO COMPLY WITH A604-A606. |
| | |
| | 8. [FBC A604.6]SHOW FLUSHING CONTROL TO BE ON THE OPEN |
| | SIDE OF THE WATER CLOSET. |
| | |
| | 9. [FBC A604.5]ADD NOTE TO SUPPLY BACKING SUPPORT FOR |
| | RESTROOM GRAB BARS. |
| | |
| | 10. [FBC A604.5.1] THE SIDE WALL GRAB BAR SHALL BE 42 |
| | INCHES (1065 MM) LONG MINIMUM, LOCATED 12 INCHES (305 |
| | MM) MAXIMUM FROM THE REAR WALL AND EXTENDING 54 INCHES |
| | (1370 MM) MINIMUM FROM THE REAR WALL. |
| | SHOW LENGTH OF BACK GRAB BARS IN RESTROOMS |
| | |
| | 11. [FBC A604.5.2] THE REAR WALL GRAB BAR SHALL BE 36 |
| | INCHES (915 MM) LONG MINIMUM AND EXTEND FROM THE |
| | CENTERLINE OF THE WATER CLOSET 12 INCHES (305 MM) |
| | MINIMUM ON ONE SIDE AND 24 INCHES (610 MM) MINIMUM ON |
| | THE OTHER SIDE. |
| | SHOW LENGTH OF SIDE GRAB BARS IN RESTROOMS |
| | |
| | 12. [FBC 1511.1.1]WHAT PERCENTAGE OF ROOF IS BEING |
| | REPLACED? IF IT EXCEEDS 25% THAN THE WHOLE ROOF SHOULD |
| | BE REPLACED TO MEET CURRENT CODES. |
| | |
| | 13. [FBC 1510.10]MECHANICAL UNITS. |
| | HOW ARE NEW RTU?S BEING SUPPORTED? PLEASE PROVIDE |
| | DETAILS OF HOW THESE UNITS ARE SUPPORTED ON THE ROOF. |
| | |
| | 14. [FBC 1203.3]UNVENTED ATTIC AND UNVENTED ENCLOSED |
| | RAFTER ASSEMBLIES. |
| | PROVIDE CUT SHEET FOR ICYNENE(ICC-ES REPORT OR EQUAL) |
| | WITH THE TYPE SELECTED TO ESTABLISH THICKNESS NEEDED TO |
| | MEET REQUIRED R-VALUE, FLAME SPREAD INDEX AND SMOKE |
| | DEVELOPED INDEX. |
| | ALSO, ADJUST SHEET S-102R DETAIL SHOWS R-21 AT ROOF, |
| | BUT THE ENERGY CALCULATIONS CALL FOR R23.1. |
| | |
| | 15. [FBC 1609.1.1]DETERMINATION OF WIND LOADS FOR |
| | COMPONANTS AND CLADDING. |
| | PROVIDE WIND LOAD DESIGN DATA FOR COMPONANTS AND |
| | CLADDING. |
| | METHOD OF DESIGN = (ASCE 7-10?) |
| | RISK CATEGORY = ___(II?) |
| | EXPOSURE CATEGORY = ___(B,C OR D?) |
| | BUILDING CLASSIFICATION = __________(ENCLOSED?) |
| | MEAN BLDG. HGT. = ___FT. ___IN. |
| | WIND SPEED V ULT = _____(170?) |
| | WIND SPEED V ASD = _____(132?) |
| | DESIGN PRESSURE FOR EACH OPENING = +___ & -___ ZONE OF |
| | OPENING = (4 OR 5) |
| | |
| | 16. THE FOLLOWING SUBMITTALS WILL BE DEFERRED AS STATED |
| | ON SHEET A-003R: |
| | A. FENESTRATION PRODUCT APPROVALS (ENTRY DOORS). |
| | B. ROOFING PRODUCT APPROVALS AND ENHANCED NAILING IF |
| | REQUIRED. |
| | C. SEPARATE PERMIT FOR GENERATOR AND STAND. |
| | D. SEPARATE PERMITS FOR LOW VOLTAGE. |
| | |
| | NOTE: |
| | -PLEASE PROVIDE COMMENT RESPONSE SHEET TO EXPLAIN HOW |
| | EACH COMMENT IS BEING ADDRESSED. |
| | -ADDITIONAL COMMENTS MAY BE FORTHCOMING PENDING REVIEW |
| | OF MATERIALS REQUESTED. |
| | -WHEN RESUBMITTING, PROVIDE TWO IDENTICAL COLLATED SETS |
| | OF DOCUMENTS FOR ISSUANCE. OLD SHEETS (BOTH SETS) |
| | SHOULD BE RETAINED IN THE PACKAGE; PLEASE DO NOT |
| | DISCARD ANY DOCUMENTS. THEY SHOULD BE BOUND TOGETHER |
| | SEPARATELY FROM THE TWO ISSUANCE SETS AND MARKED "VOID" |
| | OR "OLD SHEETS". PLEASE DO NOT STAMP THE PLANS VOID AS |
| | APPLICANTS ARE INADVERTENTLY STAMPING SHEETS THAT WE |
| | NEED "VOID", RENDERING THEM NOT USABLE. |
| | |
