Date |
Text |
2006-02-10 00:00:00 | BUILDING PLAN REVIEW |
| *******DENIED******* |
| ROBERT BROWN(561) 805 6652 |
| E-MAIL: [email protected] |
| |
| FBC = FLORIDA BUILDING CODE 2001 |
| FBC*= FLORIDA BUILD'G CODE (CITY AMEND) |
| F.S.= FLORIDA (STATE) STATUTE |
| |
| 1) 713.13 F.S.A NOTICE OF COMMENCEMENT |
| SHALL BE RECORDED AT PALM BEACH COUNTY |
| COURTHOUSE AND A COPY SUBMITTED TO THIS |
| OFFICE BEFORE A PERMIT CAN BE ISSUED. |
| BLANK FORMS ARE AVAILABLE FROM THIS |
| OFFICE. |
| NOTE: THE NOTICE OF COMMENCEMENT MUST BE |
| RE-RECORDED IF THE DESCRIBED IMPROVEMENT |
| OR CONSTRUCTION IS NOT COMMENCED WITHIN |
| 90 DAYS OF RECORDING. |
| |
| 2) IMPACT FEES. THE PLANS SHALL BE TAKEN |
| TO PALM BEACH COUNTY BUILDING DEPARTMENT |
| FOR IMPACT FEE ASSESSMENT. THEY SHALL BE |
| STAMPED AT THAT OFFICE AND A COPY OF THE |
| PAID RECEIPT SUBMITTED TO THE CITY OF |
| WEST PALM BEACH DEPT OF CONSTRUCTION |
| SERVICES BEFORE A PERMIT CAN BE ISSUED. |
| |
| 3) INFORMATIVE: |
| A SEPARATE PERMIT APPLICATION WILL BE |
| REQUIRED FOR THE SWIMMING POOL AND SPA. |
| ALSO, A SEPARATE PERMIT APPLICATION WILL |
| BE REQUIRED FOR THE CANVAS CANOPIES AND |
| FRAMES IF FULL MATERIAL AND DESIGN |
| DETAILS ARE NOT PROVIDED AS PART OF THE |
| BUILDING PERMIT PLAN SET. |
| |
| 4) FBC 1606.1.1WIND TUNNEL TEST |
| REPORT.SUBMIT THREE COPIES OF THE RWDI |
| REPORT 05-1427, REFERENCED ON SHEET |
| S-0.0 UNDER THE GENERAL NOTES |
| SUB-HEADING 'WIND LOADS' |
| |
| 5) FBC 13-103.0ENERGY CODE COMPLIANCE |
| SHALL BE DEMONSTRATED BY SUBMITTAL OF |
| APPROPRIATE CODE COMPLIANCE FORMS |
| |
| 6) SUBMIT PRODUCT APPROVALS FOR THE |
| FIXED WINDOWS, SINGLE HUNG WINDOWS, |
| STOREFRONT, SLIDING GLASS DOORS, |
| EXTERIOR DOORS AND BUILT-UP ROOFING, |
| CONCRETE TILE AND METAL PANEL ROOF |
| COVERINGS. |
| NOTE: FL. ADMIN CODE RULE 9B-72 (IN |
| EFFECT SINCE OCTOBER 1, 2003) REQUIRES |
| THAT PRODUCTS HAVE STATEWIDE, LOCAL OR |
| SITE-SPECIFIC PRODUCT APPROVAL.THE |
| SUBMITTAL SHOULD INCLUDE THE STATEWIDE |
| PRODUCT APPROVAL NUMBER (FL###), |
| AVAILABLE FROM THE DEPT OF COMMUNITY |
| AFFAIRS PRODUCT APPROVAL WEBSITE WWW. |
| FLORIDABUILDING.ORG/PR/PR_APP_SRCH.ASPX |
| (IF YOU FIND THAT THE QUOTED WEB PAGE IS |
| NO LONGER AVAILABLE, PLEASE INFORM THE |
| PLAN REVIEWER) |
| |
| 7) FBC 503.2.6TYPE II CONSTRUCTION, |
| SPECIAL UNLIMITED HEIGHT.THIS SECTION |
| ALLOWS THE BUILDING HEIGHT TO EXCEED THE |
| 80' LIMIT STATED IN TABLE 600 FOR TYPE |
| II CONSTRUCTION, BUT IT REQUIRES THE |
| ROOF AND ITS SUPPORTING STRUCTURE TO |
| HAVE A FIRE RESISTANCE OF NOT LESS THAN |
| 1-1/2 HOURS.THE TABLE ON SHEET A-0.1, |
| UNDER GENERAL NOTE 7, STATES THAT THE |
| FIRE RESISTANCE OF THE ROOF IS TO BE A |
| MINIMUM OF 1 HOUR.AMEND THIS TO 1-1/2 |
| HOURS. |
| |
| 8) FBC 411.4.1FOR AN ENCLOSED PARKING |
| GARAGE (GROUP S) OF TYPE II |
| CONSTRUCTION, TABLE 500 LIMITS THE |
| MAXIMUM NUMBER OF STORIES TO 6.SHEET |
| A-0.1, GENERAL NOTE #5, STATES THE THE |
| RESIDENTIAL AND PARKING GARAGE |
| OCCUPANCIES ARE CONSIDERED MIXED USE. |
| ALTHOUGH FBC 303.2 STATES THAT A MIXED |
| OCCUPANCY BUILDING IS GOVERNED BY THE |
| HEIGHT AND AREA LIMITATIONS OF IT'S |
| PRINCIPAL USE (IN THIS CASE |
| RESIDENTIAL), IT GOES ON TO STATE THAT |
| ACCESSORY OCCUPANCIES SHALL NOT BE |
| LOCATED AT A HEIGHT GREATER THAN THAT |
| PERMITTED FOR SUCH AN OCCUPANCY GROUP IN |
| THE THE TYPE OF CONSTRUCTION BEING USED. |
| IN A TYPE II RESIDENTIAL BUILDING, THE |
| PARKING GARAGE OCCUPANCY SHALL NOT |
| OCCUPY ANY SPACE ABOVE THE SIXTH STORY. |
| AMEND THE CONSTRUCTION TYPE. |
| |
| 9) FBC 11-4.1.2(5)(B)VAN ACCESSIBLE |
| PARKING. THE PARKING DATA ON SHEET A-0.1 |
| STATES THAT 17 ACCESSIBLE SPACES ARE |
| BEING PROVIDED.1 IN EVERY 8 ACCESSIBLE |
| SPACES SHALL BE VAN ACCESSIBLE.A |
| MINIMUM VERTICAL CLEARANCE OF 98 INCHES |
| IS REQUIRED AT SUCH SPACES, AND ALONG AT |
| LEAST ONE VEHICLE ACCESS ROUTE TO THE |
| SPACE FROM THE SITE ENTRANCE.PLEASE |
| ANNOTATE THE PLANS TO DEMONSTRATE |
| COMPLIANCE.ALSO, THE NOTE ABOUT |
| PARKING GARAGE BARRIER HEIGHT, ON SHEET |
| A-2.7.1 IS NOT CLEAR. AMEND THE NOTE TO |
| DEMONSTRATE COMPLIANCE WITH THE ABOVE |
| REQUIREMENT. |
| |
| 10) FBC 412.5SMOKE CONTROL.THE PLANS |
| SHALL CLEARLY DESCRIBE THE PROVISION OF |
| ONE OF THE FORMS OF SMOKE CONTROL LISTED |
| IN THE CODE.ANNOTATE THE PLANS. |
| |
| |
| 11) FBC* 104.2.1FIRE SEPARATION PLANS. |
| PLEASE ADD CLEAR ANNOTATION TO THE PLANS |
| (OR USE LINE TYPES AND A LEGEND) TO |
| DEMONSTRATE COMPLIANCE WITH CHAPTER 7, |
| FIRE RESISTANT MATERIALS AND |
| CONSTRUCTION.THE REFERENCE TO THESE |
| REQUIREMENTS ON SHEET A-0.1, GENERAL |
| NOTE #5 AND SHEET A-1.1 NOTE #4 IS |
| ACKNOWLEDGED, BUT CLEAR DIAGRAMMATIC |
| REPRESENTATION IS REQUIRED.FOR |
| EXAMPLE, SHEET A-2.1.5 STATES "SHADING |
| INDICATES 4 HR FIRE RATED MASONRY WALL & |
| COLUMNS" AT THE FPL TRANSFORMER VAULT, |
| BUT NO SHADING IS SHOWN.THE WALLS ARE |
| SHOWN THE SAME AS THE 2 HR RATED WALLS. |
| |
| 12) FBC* 104.2.1LIFE SAFETY PLANS.SO |
| THAT COMPLIANCE WITH CHAPTER 10, MEANS |
| OF EGRESS CAN BE DETERMINED, PLEASE |
| SUBMIT 1/8"=1'-0" SCALE PLANS, FOR EACH |
| STORY, SHOWING OCCUPANCY COUNTS AND |
| DISTANCE TO EXIT FOR THE RESIDENTIAL, |
| GARAGE, POOL DECK AND OTHER COMMON |
| OCCUPANCY AREAS. |
| |
| 13) FBC* 104.2.1ROOM DESIGNATIONS, |
| SHEET A-1.5.THE OCCUPANCY FOR THE |
| ROOMS TO THE NORTH AND WEST OF THE POOL |
| HAVE NOT BEEN STATED.AMEND THE PLAN. |
| IT IS NOTED THAT THESE ROOMS ARE |
| REFERENCED ON SHEETS A-2.4.2 AND A-2.4.5 |
| AS FITNESS CENTER AND CLUBROOM UNDER |
| SEPARATE PERMIT.FOR CLARITY, A NOTE |
| SHOULD BE ADDED TO SHEET A-1.5 ALSO. |
| |
| 14) FBC 1001.1POOL DECK EGRESS.THE |
| EXIT DOOR LEADING TO STAIR #4 IS NOTED, |
| BUT THE EXIT DOOR LEADING TO STAIR #3 IS |
| SHOWN AS A SINGLE DOOR.THE DOORS WITH |
| SCHEDULE REFERENCE NUMBER 50, LEAD FROM |
| THE POOL DECK INTO THE 'FITNESS CENTER |
| AND CLUBROOM' WHICH DO NOT APPEAR TO |
| COMMUNICATE WITH THE EXIT ACCESS |
| CORRIDOR.PLEASE CLARIFY THE PROVISION |
| OF EXITTING FROM THE POOL DECK AREA. |
| SEE THE TWO RELATED COMMENTS ABOVE. |
| |
| 15) FBC 1003.3.5WIDTH OF EXIT, SHEET |
| A-2.1.1.THE EXIT PASSEGEWAY LEADING TO |
| THE EXIT DISCHARGE FROM STAIR NO.1 IS |
| SHOWN AS REDUCING IN WIDTH FROM 5'-0" TO |
| 4'-0".AT NO POINT ALONFG AN EXIT PATH |
| MAY THE EXIT WIDTH BE DECREASED. |
| |
| 16) FBC 411.2.3VEHICLE IMPACT |
| WALLS/GUARDRAILS, SHEETS A-2.7.1 TO |
| A-2.7.4.ANNOTATE THE PLANS TO |
| DEMONSTRATE COMPLIANCE WITH THE |
| REQUIREMENT FOR IMPACT GUARDING AT THE |
| ENDS OF THE 2ND FLOOR PARKING SPACES |
| THAT ARE ADJACENT TO THE VOID OVER THE |
| COMMERCIAL TENANT SPACE, AND THE PARKING |
| SPACES, ON ALL FLOORS, THAT ARE ADJACENT |
| TO THE RAMP, WHERE THE DIFFERENCE IN |
| ADJACENT FLOOR ELEVATION IS GREATER THAN |
| 1'-0".THE SAME APPLIES TO THE 2ND FOOR |
| TO 8TH FLOOR PARKING SPACES ADJACENT TO |
| THE EAST EXTERIOR WALL. |
| |
| 17) FBC 1608.2.1HANDRAIL STRENGTH, |
| SHEET A-3.1 STAIR RAILING NOTE #2 IS |
| ACKNOWLEDGED.PLEASE ADD A NOTE TO THE |
| PLANS TO STATE THAT THE HANDRAILS SHALL |
| BE DESIGNED AND CONSTRUCTED FOR A |
| CONCENTRATED LOAD OF 200 LB AND A LINE |
| LOAD OF 50 PLF.THESE LOADS SHALL NOT |
| BE APPLIED SIMULTANEOUSLY BUT SHALL BE |
| APPLIED INDIVIDUALLY AT ANY POINT, AND |
| IN ANY DIRECTION, TO PRODUCE MAXIMUM |
| STRESS IN EACH OF THE COMPONENTS OR |
| SUPPORTS.SEE THE COMMENT BELOW, ALSO, |
| WITH RESPECT TO THE GUARDING |
| REQUIREMENT FOR THE STAIRS. |
| |
| 18) FBC 1608.2.2GUARDRAIL STRENGTH, |
| SHEET A-3.5.ANNOTATE THE PLAN TO STATE |
| THAT THE BALCONY RAILINGS (GUARDRAILS) |
| SHALL BE DESIGNED AND CONSTRUCTED FOR A |
| CONCENTRATED LOAD OF 200 LB APPLIED IN |
| ANY DIRECTION AT THE TOP OF THE |
| GUARDRAIL, A CONCENTRATED HORIZONTAL |
| LOAD OF 200 LB APPLIED ON A 1 SQ FT AREA |
| AT ANY POINT, AND A LINE LOAD OF 50 PLF |
| APPLIED HORIZONTALLY AT THE REQUIRED |
| GUARDRAIL HEIGHT WITH A SIMULTANEOUS |
| LINE LOAD OF 100 PLF APPLIED VERTICALLY |
| DOWNWARD ON THE TOP OF THE GUARDRAIL. |
| THESE LOADS SHALL NOT BE APPLIED |
| SIMULTANEOUSLY (UNLESS NOTED ABOVE) BUT |
| SHALL BE APPLIED INDIVIDUALLY TO PRODUCE |
| MAXIMUM STRESS IN EACH OF THE COMPONENTS |
| OR SUPPORTS. |
| |
| 19) FBC 1015.2GUARDRAIL HEIGHT, SHEET |
| A-3.5, SECTIONS 2 AND 3.CHAMFER/SLOPE |
| THE CONCRETE CAP PROFILE INWARD SO THAT |
| IT DOES NOT PROVIDE A 'STEP' WHICH WOULD |
| REDUCE THE EFFECTIVE HEIGHT OF THE |
| GUARDRAIL. |
| |
| 20) FBC* 104.2.1DYPLAST MOLDINGS, |
| SHEET A-6.9.PLEASE PROVIDE |
| MANUFACTURER'S SPECIFICATION FOR THE |
| FLAME SPREAD AND COMBUSTIBILITY OF THE |
| DYPLAST MOLDINGS. |
| |
| 21) FBC 1606.1SOFFITS AND CEILINGS, |
| SHEETS A-7.15 AND A-7.16.THE |
| BREEZEWAY, ARCADE AND COVERED ENTRY |
| DRIVE CEILINGS SHALL BE DESIGNED TO |
| RESIST THE WIND PRESSURES FOR COMPONENTS |
| AND CLADDING. |
| |
| 22) FAIR HOUSING ACT, SHEET A-0.1.ALL |
| OF THE DWELLING UNITS ARE 'COVERED |
| UNITS'. IT IS NOTED THAT THERE ARE NO |
| TYPICAL PLANS FOR THE UNIT TYPES TO SHOW |
| HOW THEY WILL MEET THE REQUIREMENTS OF |
| THE FAIR HOUSING ACT.SUBMIT DETAILS TO |
| DEMONSTRATE COMPLIANCE. |
| |
| 23) FBC 2103MASONRY WALL DETAILS, |
| SHEET S0.03.THE VERTICAL REINFORCEMENT |
| COLUMN OF THE TABLE ON THE 'TYPICAL |
| EXTERIOR REINFORCED MASONRY WALL |
| DETAILS' IS INCOMPLETE. |
| |
| 24) FBC* 104.2.1IT IS NOTED THAT THE |
| SUBMITTED PLANS ARE NOT COMPLETE. |
| ADDITIONAL COMMENTS MAY ARISE WHEN THE |
| REQUIRED PLANS ARE SUBMITTED. |
| |
| 25) TO EXPEDITE REVIEW OF A RESUBMITTAL |
| WHICH REQUIRES NEW PLANS IN ORDER TO |
| ADDRESS THE ABOVE COMMENTS, THE OLD |
| SHEETS SHALL BE REMOVED AND THE NEW |
| SHEETS INSERTED.ONE COPY OF EACH OLD |
| SHEET SHOULD BE STAPLED/CLIPPED TO THE |
| REMAINING OLD SHEETS, TO FORM A SET OF |
| 'OLD/VOID SHEETS', FOR COMPARISON OF |
| REVISIONS WHEN REVIEWING THE RESUBMITTED |
| PLANS. |
| |
| **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| |
| END OF REVIEW COMMENTS |
| THE CODE REFERENCES GIVE ADDITIONAL INFO |
| TELEPHONE: (561) 805 6652ROBERT BROWN |
| E-MAIL: [email protected] |