| Date |
Text |
| 2007-08-28 18:01:51 | PROJECT: 740 BELVEDERE ROAD/STAR BAKERY CAFE |
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| | PROJECT DETAIL: INTERIOR / EXTERIOR ALTERATION &NEW |
| | COVERED ENTRY |
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| | PLAN REVIEW: |
| | |
| | 2004 FLORIDA EXISTING BUILDING CODE/ 2006 REVS.2004 |
| | FLORIDA BUILDING CODE W/2006 REVS. |
| | CITY OF WPB ADMINISTRATIVE AMENDMENTS/2004 |
| | |
| | COMMENTS: |
| | |
| | 1) PLEASE INDICATE THE LEVEL OF ALTERATION OR |
| | COMBINATIONS IF APPLICABLE: |
| | |
| | 301.5 . A DESIGN PROFESSIONAL OR AN OWNER MUST |
| | ELECT ONE OR A COMBINATION OF |
| | LEVELS OF ALTERATION PURSUANT TO SECTION 303,304 & |
| | 305 OF THIS CODE. |
| | |
| | 2) REQUIRE A NOTICE OF COMMENCEMENT AS PER THE |
| | FOLLOWING: |
| | |
| | FL S S 713.13NOTICE OF COMMENCEMENT, TO BE FILED |
| | WITH THE CLERK OF THE COURT.NOTE: 713.13(2) IF THE |
| | WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS NOT |
| | ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE RECORDING |
| | THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6) |
| | THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE |
| | CONSTRUCTION SITE BEFORE THE FIRST INSPECTION. |
| | |
| | 3) THE PERMIT APPLICATION REFLECTS A CHANGE OF |
| | OCCUPANCY. PLEASE INDICATE THE EXISTING OCCUPANCY AS |
| | PER THE FOLLOWING: |
| | |
| | 812.1.2CHANGE OF OCCUPANCY GROUP WITH SEPARATION. A |
| | PORTION OF AN EXISTING BUILDING THAT IS CHANGED TO A |
| | NEW OCCUPANCY GROUP AND THAT IS SEPARATED FROM THE |
| | REMAINDER OF THE BUILDING WITH A FIRE RATED |
| | WALL/CEILING HAVING A FIRE-RESISTANCE RATING AS |
| | REQUIRED IN THE FLORIDA BUILDING CODE, BUILDING FOR THE |
| | SEPARATE OCCUPANCY SHALL COMPLY WITH ALL THE |
| | REQUIREMENTS OF CHAPTER 7 FOR THE NEW OCCUPANCY GROUP |
| | AND WITH THE REQUIREMENTS OF THIS CHAPTER. EXCEPTION: |
| | COMPLIANCE WITH ALL OF THE PROVISIONS OF CHAPTER 7 IS |
| | NOT REQUIRED WHEN THE CHANGE OF USE COMPLIES WITH THE |
| | REQUIREMENTS OF SECTION 812.3. |
| | |
| | 4) PROVIDE AN ASBESTOS SURVEY IF APPLICABLE AS PER THE |
| | FOLLOWING: |
| | |
| | 105.9 ASBESTOS. |
| | THE ENFORCING AGENCY SHALL REQUIRE EACH BUILDING PERMIT |
| | FOR THE DEMOLITION OR RENOVATION OF AN EXISTING |
| | STRUCTURE TO CONTAIN AN ASBESTOS NOTIFICATION STATEMENT |
| | WHICH INDICATES THE OWNER?S OR OPERATOR?S |
| | RESPONSIBILITY TO COMPLY WITH THE PROVISIONS OF SECTION |
| | 469.003, FLORIDA STATUTES, AND TO NOTIFY THE DEPARTMENT |
| | OF ENVIRONMENTAL PROTECTION OF HIS OR HER INTENTIONS TO |
| | REMOVE ASBESTOS, WHEN APPLICABLE, IN ACCORDANCE WITH |
| | STATE AND FEDERAL LAW. |
| | |
| | 5) PLEASE INDICATE THE FIRE- RATING OF THE EXISTING |
| | OCCUPANCY WALL SEPARATION. |
| | |
| | 6)SHEET A-1 REFLECTS THAT THE EXISTING 2ND FLOOR WILL |
| | BE USED FOR STORAGE WHICH IS INCIDENTAL TO THE |
| | MERCHANTILE OCCUPANCY AREA. PLEASE INDICATE THE TYPES |
| | OF MATERIALS TO BE STORED ON THE 2ND FLOOR. THE FORMER |
| | SHALL COMPLY WITH THE FOLLOWING: |
| | |
| | 302.1.1 INCIDENTAL USE AREAS. |
| | SPACES WHICH ARE INCIDENTAL TO THE MAIN OCCUPANCY SHALL |
| | BE SEPARATED OR PROTECTED, OR BOTH, IN ACCORDANCE WITH |
| | TABLE 302.1.1 OR THE BUILDING SHALL BE CLASSIFIED AS A |
| | MIXED OCCUPANCY AND COMPLY WITH SECTION 302.3. AREAS |
| | THAT ARE INCIDENTAL TO THE MAIN OCCUPANCY SHALL BE |
| | CLASSIFIED IN ACCORDANCE WITH THE MAIN OCCUPANCY OF THE |
| | PORTION OF THE BUILDING IN WHICH THE INCIDENTAL USE |
| | AREA IS LOCATED. |
| | |
| | 7) SUBMIT MANUFACTURER'S SPECIFICATIONS/SHOP DRAWINGS |
| | FOR THE NEW METAL SPIRAL STAIRS AS SHOWN ON SHEET A-2. |
| | STAIRS MUST COMPLY WITH FBC 1009.9. |
| | |
| | 8) THE INDICATED SERVICE COUNTER-TOPS SHALL MEET THE |
| | REQUIREMENTS OF THE ACCESSIBILITY CODE: |
| | |
| | 11-5.2 COUNTERS AND BARS. |
| | WHERE FOOD OR DRINK IS SERVED AT COUNTERS EXCEEDING 34 |
| | INCHES (865 MM) IN HEIGHT FOR CONSUMPTION BY CUSTOMERS |
| | SEATED ON STOOLS OR STANDING AT THE COUNTER, A PORTION |
| | OF THE MAIN COUNTER WHICH IS 60 INCHES (1525 MM) IN |
| | LENGTH MINIMUM SHALL BE PROVIDED IN COMPLIANCE WITH |
| | SECTION 11-4.32 OR SERVICE SHALL BE AVAILABLE AT |
| | ACCESSIBLE TABLES WITHIN THE SAME AREA. |
| | |
| | 9) PLEASE SUBMIT TOWER ROOF FRAMING LAYOUT AND TRUSS |
| | ENGINEERING FOR REVIEW. |
| | |
| | 10) SUBMIT THE STOREFRONT WINDOW FRAMING |
| | ENGINEERING/PRODUCT APPROVALS |
| | |
| | 11) SUBMIT PRODUCT APPROVALS FOR WOOD MEMBER |
| | ANCHORS/HANGERS/STRAPS. |
| | |
| | 12) PLEASE PROVIDE A DETAIL FOR THE MECHANICAL |
| | CONNECTION OF THE 2X WOOD LEDGER. SEE SHEET S-1. |
| | |
| | 13) PLEASE PROVIDE EPOXY SPECIFICATIONS FOR REINFORCING |
| | STEEL EMBEDMENT AS SHOWN ON SHEET S-1, NOTE 1. |
| | |
| | 14) PLEASE INDICATE THE MEANS OF EGRESS ILLUMINATION AT |
| | THE OFFICE/STORAGE EXTERIOR STAIRS. THE SAME SHALL |
| | COMPLY WITH THE FOLLOWING: |
| | |
| | 1006.1 MEANS OF EGRESS ILLUMINATION. |
| | |
| | 1006.1.1 |
| | ILLUMINATION OF MEANS OF EGRESS SHALL BE PROVIDED IN |
| | ACCORDANCE WITH THIS SECTION FOR EVERY BUILDING AND |
| | STRUCTURE. FOR THE PURPOSES OF THIS REQUIREMENT, EXIT |
| | ACCESS SHALL INCLUDE ONLY DESIGNATED STAIRS, AISLES, |
| | CORRIDORS, RAMPS, ESCALATORS AND PASSAGEWAYS LEADING TO |
| | AN EXIT. FOR THE PURPOSES OF THIS REQUIREMENT, EXIT |
| | DISCHARGE SHALL INCLUDE ONLY DESIGNATED STAIRS, AISLES, |
| | CORRIDORS, RAMPS, ESCALATORS, WALKWAYS AND EXIT |
| | PASSAGEWAYS LEADING TO A PUBLIC WAY. |
| | EXCEPTIONS: |
| | 1. WHEN APPROVED BY THE BUILDING OFFICIAL, ILLUMINATION |
| | OF MEANS OF EGRESS SHALL NOT BE REQUIRED IN INDUSTRIAL |
| | AND STORAGE OCCUPANCIES THAT ARE OCCUPIED ONLY DURING |
| | DAYLIGHT HOURS, WITH SKYLIGHTS OR WINDOWS ARRANGED TO |
| | PROVIDE THE REQUIRED LEVEL OF ILLUMINATION ON ALL |
| | PORTIONS OF THE MEANS OF EGRESS DURING THESE HOURS. |
| | 2. ASSEMBLY OCCUPANCY PRIVATE PARTY TENTS OF 1,200 |
| | SQUARE FEET (111 M2) OR LESS SHALL NOT BE REQUIRED TO |
| | PROVIDE ILLUMINATION OF MEANS OF EGRESS. |
| | 3. OPEN STRUCTURES SHALL NOT BE REQUIRED TO PROVIDE |
| | ILLUMINATION OF MEANS OF EGRESS. |
| | 4. TOWERS OCCUPIED BY NOT MORE THAN THREE PERSONS SHALL |
| | NOT BE REQUIRED TO PROVIDE ILLUMINATION OF MEANS OF |
| | EGRESS. |
| | |
| | 15) PLEASE DIMENSION THE EXISTINGEXTERIOR STAIR WIDTH |
| | AT THE OFFICE/STORAGE EXIT. |
| | |
| | 16) PLEASE DIMENSION THE SPANS OF THE 2X12 WOOD |
| | MEMBERS: |
| | |
| | 1603.1 GENERAL. |
| | CONSTRUCTION DOCUMENTS SHALL SHOW THE SIZE, SECTION AND |
| | RELATIVE LOCATIONS OF STRUCTURAL MEMBERS WITH FLOOR |
| | LEVELS, COLUMN CENTERS AND OFFSETS FULLY DIMENSIONED. |
| | THE DESIGN LOADS AND OTHER INFORMATION PERTINENT TO THE |
| | STRUCTURAL DESIGN REQUIRED BY SECTIONS 1603.1.1 THROUGH |
| | 1603.1.8 SHALL BE CLEARLY INDICATED ON THE CONSTRUCTION |
| | DOCUMENTS FOR PARTS OF THE BUILDING OR STRUCTURE. |
| | |
| | 17) PLEASE PROVIDE CLARIFICATION FOR THE FOLLOWING: |
| | |
| | A) DETAIL 2-S4 DEPICTS FRAMING ONLY. WHAT IS |
| | REQUIRED FOR THE WALL SHEATHING AND WALL COVERING? B) |
| | SHOW ATTACHMENT/FASTENING PATTERN OF THE DESIGN WALL |
| | SHEATHING. |
| | C) ON DETAIL 2-S4, THE BOTTOM METAL TRACK IS |
| | ATTACHED TO THE ROOF JOISTS WITH TEK SCREWS. WHAT IS |
| | THE MINIMUM EMBEDMENT/LENGTH OF |
| | SCREW TO BE USED? |
| | |
| | 18) PROVIDE ROOF FLASHING DETAIL AT TOWER TO LOW ROOF |
| | TRANSITION. |
| | |
| | 19) PLEASE REVISE BUCK INSTALLATION CHART TO NOTE THAT |
| | BUCKS SHALL BE FULL WIDTH OF THE WINDOW/DOOR FRAMES: |
| | |
| | 1714.5.4.2 MASONRY, CONCRETE OR OTHER |
| | STRUCTURAL SUBSTRATE. |
| | |
| | WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN 1? |
| | INCHES (38 MM), WINDOW AND DOOR ASSEMBLIES SHALL BE |
| | ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR |
| | SUBFRAME SYSTEM, IN ACCORDANCE WITH THE MANUFACTURER?S |
| | PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE |
| | SECURELY FASTENED DIRECTLY INTO THE MASONRY, CONCRETE |
| | OR OTHER STRUCTURAL SUBSTRATE MATERIAL. UNLESS |
| | OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE |
| | INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE |
| | MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE |
| | LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF |
| | SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED |
| | TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE |
| | ROUGH OPENING SUBSTRATE. |
| | WHERE THE WOOD BUCK THICKNESS IS 1? INCHES (38 MM) OR |
| | GREATER, THE BUCK SHALL BE SECURELY FASTENED TO |
| | TRANSFER LOAD TO THE MASONRY, CONCRETE OR OTHER |
| | STRUCTURAL SUBTRATE AND THE BUCK SHALL EXTEND BEYOND |
| | THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME.WINDOW |
| | AND DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE MAIN |
| | FRAME OR BY JAMB CLIP OR SUBFRAME SYSTEM OR THROUGH THE |
| | FLANGE TO THE SECURED WOOD BUCK IN ACCORDANCE WITH THE |
| | MANUFACTURER?S PUBLISHED INSTALLATION INSTRUCTIONS. |
| | UNLESS OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE |
| | INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE |
| | MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE |
| | LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF |
| | SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED |
| | TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME ASSEMBLY |
| | TO THE SECURED WOOD BUCK. |
| | |
| | 20) PLEASE PROVIDE DETAIL FOR IN-FILL FRAMING AT THE |
| | INDICATED DOOR DELETION. SEE DETAIL 2-A2. |
| | |
| | 21) REVISE DOOR SCHEDULE: WHERE IS DOOR TYPE 5-11 |
| | LOCATED ON THE PLAN? |
| | |
| | 22) PRIOR TO RE-SUBMITTING THE REVIEWED PLANS, PLEASE |
| | MAKE CERTAIN TO REVIEW AND ADDRESS EACH OF THE |
| | AFOREMENTIONEDCOMMENTS AND MAKE ALL CORRECTIONS WHERE |
| | APPLICABLE. FAILURE TO DO SOWILL IMPEDE THE |
| | EXPEDITING OF THE PERMIT ISSUANCE. |
| | |
| | PLAN REVIEW: KEN CONRAD |
| | PHONE: 561.805.6666 |
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