| Date |
Text |
| 2003-06-25 00:00:00 | SHEET EX-2 CALLS FOR THE REMOVAL OF A |
| | PORTION OF A BEARING WALL IN TWO PLACES. |
| | WHAT WILL BE SUBSTITUTED FOR IT?FBC |
| | 104.2. |
| | |
| | PLEASE PROVIDE AN ENGINEERING ANALYSIS |
| | OF THE SECOND FLOOR CERTIFYING IT IS |
| | CAPABLE OF SUPPORTING 100 LB. LIVE |
| | LOADS.SEE FBC T-1604 AND 106.1.2. |
| | |
| | THE MAIN ENTRY STAIR SHOWN ON SHEET A1, |
| | SECTION 5/A4, AND ELSEWHERE IS REQUIRED |
| | TOBE ENCLOSED IN TWO HOUR FIRE RATED |
| | CONSTRUCTION.SEE FBC 1006.1.1, FBC |
| | 1006.1.3 AND FBC 1010. THE OTHER TWO |
| | STAIRS MUST ALSO BE TWO HOUR FIRE RATED. |
| | |
| | THE AREA OF THE MEZZANINES SHOULD BE |
| | MEASURED AS GROSS AREA NOT NET.PLEASE |
| | REVISE AS NECESSARY.SEE FBCTABLE |
| | 1003.1, NOTE #3 AND FBC 202 AREA, GROSS |
| | AND AREA, NET. |
| | |
| | THE FIRE SUPPRESSION SYSTEM |
| | INFORMATION,SPRINKLERS, IS REQUIRED BY |
| | FBC 104.3.1.1TO BE ON THE PERMIT PLANS. |
| | NOTE THAT ENTIRE BUILDING MUST HAVE |
| | FIRE SPRINKLER PROTECTION AS PROVIDED |
| | FOR IN FBC 903.7.2.4. |
| | |
| | SHEET A5, THE DOOR IN ROOM 205, MARTINI |
| | BAR, MUST SWING IN THE DIRECTION OF EXIT |
| | TRAVEL.FBC 1012.1.2. |
| | |
| | SHEET A7, DOORS SHOWN AS (E) REQUIRE |
| | PANIC HARDWARE AND CANNOT HAVE FLUSH |
| | LOCKING BOLTS AS NOTED IN THE SCHEDULE. |
| | SEE FBC1012.1.8 AND 1019.7.2. |
| | |
| | SHEET S1.THE DECLARED LIVE LOAD OF 60 |
| | PSF FOR STORAGE IS NOT IN COMPLIANCE |
| | WITH FBC T-1604 (125 PSF FOR LIGHT |
| | STORAGE)ALSO, SHOW THE DESIGN LOAD FOR |
| | THE GUARD RAIL/WALL OF THE DJ BOOTHS. |
| | FBC 1608.2.2. |
| | |
| | SHEET S3, WHAT ARE THE DIMENSIONS OF |
| | FOOTING F1 FOR THE LIFT? |
| | |
| | SHEET S5. DETAIL C1, IS THIS AN EXISTING |
| | OR PROPOSED CONDITION?IF NEW, |
| | PROVIDE DESIGN INFORMATION SUCH AS |
| | CONNECTIONS AND BEARING AREAS.SECTION |
| | CC, AND DD, WHERE IS THE REINFORCING TO |
| | BE ACCOMPLISHED SHOWN?SEE FBC 104.2. |
| | |
| | SHEET S6, PLEASE PROVIDE A BETTER |
| | SPECIFICATION FOR THE "I BEAMS" IN THE |
| | NOMENCLATURE OF THE AISC.SEE FBC |
| | 2203.1 |
| | |
| | SHEET S6, PLEASE PROVIDE A DETAIL FOR |
| | THE ATTACHMENT/SUPPORT OF THE 6" |
| | CONCRETE SLAB TO THE EXISTING WALL AND |
| | A DETAIL FOR THE WOOD FLOOR JOISTS TO |
| | THE "I BEAM"FBC 104.2. |
| | |
| | SHEET S7 STUCTURAL PLAN 2ND FLOOR |
| | MEZZANINE, HAS VERY LITTLE STRUCTURAL |
| | INFORMATION FOR THE MEZZANINES.WHERE |
| | IS THE "EXISTING COLUMN" LOCATED THAT |
| | IS SHOWN IN THE DETAIL?WHAT SUPPORTS |
| | THE AREA THAT IS SHOWN AS "2X8 CEILING |
| | BELOW"? |
| | |
| | SHEET S8 STRUCTURAL PLAN - ROOF FRAMING. |
| | WHAT IS INTENDED TO BE SHOWN HERE? |
| | |
| | SHEET S9, SECTION A/S4.IS THAT |
| | SECTION 4/A4?WHAT WILL THE A/C |
| | SUPPORTS ATTACH TO AND HOW?FBC 104.2. |
| | |
| | SHEET S10.WHAT IS THE INTENDED DEPTH |
| | OF EMBEDMENT FOR THE VARIOUS ANCHORS |
| | SHOWN AND WHERE SPECIFICALLY DO THESE |
| | DETAILS APPLY?ARE THE EXISTING WALLS |
| | CONCRETE? PLEASE CLARIFY THE DESIGN. |
| | |
| | SHEET S11.IN THE TRANSVERSE SECTION |
| | WHICH SHOWS THE AUDIO-STORAGE HAVING |
| | NEW 2X8 CEILING JOISTS IN A DIFFERENT |
| | PLANE THEN THE EXISTING CEILING JOISTS. |
| | WILL THE TRUSS CHORD BE INTERRUPTED? |
| | WHAT DO THE NEW CEILING JOISTS BEAR ON? |
| | |
| | WHAT WILL SUPPORT THE NEW 2X12 FLOOR |
| | JOISTS?THE STAIRS AND LANDING? |
| | |
| | ARCH SECTION 4/A4 CALLS OUT NEW FLOOR |
| | TRUSSES AND THIS SECTION 2X12'S. |
| | PLEASE CLARIFY. |
| | |
| | SHEET S11.THE LONGITUDINAL SECTION |
| | MAKES REFERENCE TO RELOCATED TENSION |
| | CABLE STAYS.HOW IS THAT TO BE |
| | ACCOMPLISHED?IS THERE AN ENGINEERED |
| | CONNECTIONMETHOD? A PRESCRIBED TENSION? |
| | A SPECIFIC LOCATION FOR THE CABLE? |
| | PLEASE PROVIDE THE NECESSARY DETAILS. |
| | |
| | PLEASE PROVIDE STRUCTURAL DETAILS FOR |
| | THE DJ BOOTHS WHICH ARE SHOWN AS |
| | SUSPENDEDFROM ABOVE ON THE |
| | ARCHITECTURAL PLANS. |
| | |
| | S11.WHY ARE THE 2X6 CHANNELS ATTACHED |
| | TO THE BOTTOM CHORD OF THE TRUSS AT GRID |
| | LINE 2? |
| | |
| | THE ADDED AREA OF THE NEW MEZZANINES IS |
| | SUBJECT TO IMPACT FEES COLLECTED BY THE |
| | COUNTY.THE PERMIT PLANS MUST BE |
| | STAMPED BY THAT OFFICE AND A COPY OF |
| | THE PAID RECEIPT ATTACHED TO THE PERMIT |
| | APPLICATION.CALL 561-233-5025 FOR |
| | MORE INFORMATION. |
| | |
| | THE DECLARED PERMIT VALUATION OF |
| | $130,000.00 APPEARS TOO LOW FOR THIS |
| | SCOPE OF WORK.PLEASE PROVIDE A COPY |
| | OF THE SIGNED CONTRACT AND A DETAILED |
| | ESTIMATE TAKEOFF, INCLUDING EXTENSIONS, |
| | TO JUSTIFY THE PRICE. |
