Date |
Text |
2004-06-19 00:00:00 | BUILDING PLAN REVIEW |
| PERMIT: 04051040 |
| ADD: 2485 METROCENTRE BLVD |
| CONT: PARAG CONSTRUCTION |
| TEL: (561)767-0398 |
| FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| |
| 1ST REVIEW |
| ACTION: DENIED |
| |
| 1) PROVIDE NOC RECORDED WITH THE CLERK |
| OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| |
| 2) FL BLD CODE 1804.2.2 QUESTIONABLE |
| SOILS, WHERE THE BEARING CAPACITY IS |
| NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| WHERE THE BEARING CAPACITY OF THE SOIL |
| IS NOT DEFINITLY KNOWN OR IS IN QUESTION |
| THE BUILDING OFFICIAL MAY REQUIRE EXPLOR |
| ATIONS, TEST OR OTHER ADEQUATE PROOF AS |
| TO THE PERMISSIBLE SAFE BEARING |
| CAPACITY. REQUIRED TEST AND RECOMMENDA- |
| TIONS SUBMITTED TO VERIFY BEARING CAPA- |
| CITY SHALL BE CERTIFIED BY A GEOTECH- |
| NICALREPORT FROM A DESIGN PROFESSIONAL |
| PROPERLY LICENSED IN THE STATE OF |
| FLORIDA. |
| |
| 3) FL BLD CODE CHAP 13 ENERGY EFFICENCY |
| PROVIDE ENERGY CALS/ W MANUAL "J" |
| |
| 4) FBC* 105.3RESIDENT INSPECTOR. |
| SUBMIT INSPECTOR RESUME' AND LICENSE |
| DOCUMENTS TO HAROLD PISKURA, DIRECTOR OF |
| THE RESIDENT INSPECTOR PROGRAM.A |
| RESIDENT INSPECTOR PROGRAM IS REQUIRED, |
| ON THIS PROJECT, DUE TO ONE OR MORE OF |
| THE FOLLOWING: |
| - BUILDINGS/ADDITIONS OF TYPE I OR II |
| CONSTRUCTION |
| - ANY MAJOR STRUCTURAL ALTERATIONS |
| - STRUCTURES IN WHICH THE CONCRETE |
| DESIGN IS BASED ON COMPRESSIVE |
| STRENGTH (F'C) IN EXCESS OF 3000 PSI |
| - PILE DRIVING |
| - BUILDINGS OVER 20,000 SQFT IN AREA |
| - BUILDINGS OVER 2 STORIES IN HEIGHT |
| - BUILDING/STRUCTURES OF UNUSUAL DESIGN |
| OR METHODS OF CONSTRUCTION |
| ***PROVIDE (3) SETS OF ALL PLANS, SPECS, |
| TEST AND PRODUCT APPROVALS.************* |
| |
| 5)903.8.2 FLOR ST STATUTE 553.895(2) |
| ALL RESIDENTIAL BUILD. 3 OR MORE STORIES |
| TALL WHETHER DESIGNATED AS TOWNHOUSE, |
| CONDOMINIUMS, "APARTMENT HOUSES, |
| TENEMENTS, GARDEN APARTMENTS OR BY ANY |
| OTHER NAME SHALL BE SUPPLIED BY FIRE |
| SPRINKLERS MEETING NFPA 101. |
| |
| 6) PROVIDE FLOOD ZONE ELEVATION |
| CERTIFICATE FOR NEW CONSTRUTION WITH |
| BASE FLOOD ELEVATION, CITY CODE REQUIRES |
| AN ADDITIONAL 6". FLOOD ZONE A-8 |
| MINIMUM FINISH FLOOR ELEVATION 16'-6". |
| |
| 7) PLANS DO NOT PROVIDE THE MINIMUM |
| BUILDING TYPE DESIGN CRITERIA? |
| |
| 8)FL. BLD CODE 1606.1.7 THE FOLLOWING |
| INFORMATION RELATED TO WIND SHALL BE |
| SHOWN ON THE CONSTRUCTION DRAWINGS, |
| 1)- BASIC WIND SPEED, MPH |
| 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| CATEGORY |
| 3)- WIND EXPOSURE |
| 4)- INTERNAL PRESSURE COEFFICIENT, |
| 5)- COMPONENTS & CLADDING, THE DESIGN |
| WIND PRESSURES IN TERMS OF PSF. |
| |
| 6) RE-EVALUATE END ZONES, EAST END, |
| ROOMS 100,200 & 300, LOW PRESSURE. |
| |
| 7) FL BLD CODE 1606.1.5: COMPONENTS & |
| CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| TESTING REPORTS,MISSING REPORTS ARE AS |
| FOLLOWS: |
| A) WINDOWS FIXED OR OPERATABLE |
| B) MULLIONS |
| C) EXTERIOR DOORS |
| D) STOREFRONT SYSTEMS |
| E) EFIS SYSTEMS |
| F) WALL LOUVERS |
| G) ROOFING |
| H) SHUTTERS |
| I) STRUCTURAL COMPONENTS, WOOD CONNECT |
| ORS, TRUSS ANCHORS AND RAILINGS |
| |
| 8)PRODUCT APPROVALS SUBMITTED WITH |
| PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| PLEASE SEE THE STATE WEBSITE AT |
| WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| STATEWIDE APPROVAL ARE REQUIRED TO BE |
| SUBMITTED WITH A COVER SHEET THAT LISTS |
| THE PRODUCT IDENTITY NUMBER FROM THE |
| STATE. IF THE PRODUCT DOES NOT HAVE |
| STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| SPECIFIC FORM PER RULE 9B-72. SEE |
| ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| |
| 9)1707.4.5.1 MULLIONS OCCURRING |
| BETWEEN INDIVIDUAL WINDOW AND GLASS |
| DOOR ASSEMBLIES. TESTING REPORTS ARE |
| REQUIRED BY AN APPROVED TESTING |
| LABORATORY OR BE ENGINEERED. |
| |
| 10) 1707.4.5.2 MULLIONS SHALL BE DESIGN- |
| ED TO TRANSFER THE DESIGN PRESSURE LOADS |
| APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| TO THE ROUGH OPENING SUBTRATE. |
| |
| 11)PROVIDE STORM PANEL INFORMATION WITH |
| INSTALLATION SCHEDULE AND KEY PLAN WITH |
| SPECIFIC ANCHORS AND MOUNTING TO BE USED |
| FOR ALL NON-IMPACT GLAZING. |
| FBC 1606.1.4. |
| |
| 12)FLORIDA ACCESSIBILITY, PORTICO |
| 11-4.6.6 PASSENGER LOADING ZONE, PLANS |
| DO NOT PROVIDE INFORMATION FOR THE PASS- |
| ENGER LOADING ZONE UNDER THE PORTICO. |
| |
| 13) SHEET SP-1 PLANS INDICATE A TRANSFOR |
| MER NEXT TO A SIDEWALK, BEFORE THE TRANS |
| FORMER THE SIDEWALK IS A MINIMUM OF 44" |
| WHICH IS CORRECT FOR A MEANS OF EGRESS. |
| THIS SIDEWALK IS PART OF THE EXIT DIS- |
| CHARGE REQUIRING A CONTINIOUS 44". |
| SEE DEFINTIONS, MEANS OF EGRESS. |
| |
| 14)DOOR BETWEEN THE EXERCISE ROOM TO THE |
| SPA DRAWN IN AT 2'-0" NOT 3'-0", ALSO |
| THISDOOR REQUIRES 18"ON THE PULL SIDE. |
| 11-4.13.6 MANEUVERING CLEARENCES |
| AT DOORS. MINIMUM MANEUVERING CLEARENCES |
| AT DOORS THAT ARE NOT AUTOMATIC OR |
| POWER-ASSISTED SHALL BE AS SHOWN IN |
| FIG. 25. THE FLOOR OR GROUND AREA WITH |
| IN THE REQUIRED CLEARENCES SHALL BE |
| CLEAR & LEVEL. |
| |
| 15) EXIT STAIR TOWERS INDICATE THE USE |
| OF A 1 HR "C" LABEL DOOR, SEE 705.1.3.4 |
| REQUIRING A 1 HR "B" OR AVERAGE TEMPERA- |
| TURE RISE DEVELOPED ON THE UNEXPOSED |
| SIDE SHALL NOT EXCEED 450 DEGRESS AT THE |
| END OF 30 MINUTES OF STANDARD FIRE TEST |
| EXPOSURE. |
| |
| 16) SHEET A-1.1B INDICATES AN 1/8" SCALE |
| BUT IS ACTUAL 1/4". |
| |
| 17) SHEET A-1.1B WORKSHOP MAINTANCE ROOM |
| TOILET ROOM AND BY THE EXERCISE ROOM ARE |
| REQUIRED TO BE ACCESSIBLE. SEE COMMON |
| USE AND ACCESSIBLE. 11-4.1.3(11)THE |
| SAME HOLDS TRUE WITH LAUNDRY RESTROOM. |
| |
| 18)THE MAINTANCE ROOM RESTROOM DOOR WILL |
| NEED TO BE A 36" DOOR. |
| |
| 19) LAUNDRY ROOM: LAUNDRY CHUTE, |
| A) TERMINATION ROOM, REQUIRES A 3/4 HR |
| DOOR, SEE TABLE 705.1.2. |
| B) ACCESS ROOMS DOORS ON THE 2ND & 3RD |
| FLOORS ALSO REQUIRE A 3/4 HR DOOR. |
| SEE 705.2.4.3. |
| C) SHEET A-13 DETAIL "C" INDICATES A |
| UL-U411 (2HR) WALL. YOUR DETAIL ALSO HAS |
| DRYWALL ON 1 SIDE OF THE STUDS? PROVIDE |
| THE CORRECT UL LISTING FOR A 1 HR SHAFT |
| ENCLOSURE (LAUNDRY CHUTE) LESS THAN |
| 4 STORIES. |
| D) 705.2.3.4.2. WHEN A SHAFT EXTENDS |
| THROUGH THE ROOF, THE SHAFT ENCLOSURE |
| SHALL SHALL EXTEND AT LEAST 36" ABOVE |
| THE HIGHEST PART OF THE ROOF THAT IS |
| WITHIN 5 FT OF THE OPENING. THE ENCLO- |
| SURE WALL OR COMBINATION OF ENCLOSURE |
| WALL OR COMBINATION OF ENCLOSURE WALL |
| AND GUARDRAIL SHALL BE AT LEAST 42" HIGH |
| E) 705.2.4.6. AN AUTOMATIC FIRE SPRINK- |
| LER SYSTEM SHALL BE INSTALLED AT THE TOP |
| AND ALTERNATE FLOOR LEVELSIN REFUSE AND |
| LAUNDRY CHUTES AND TERMINATION AND |
| INCINERATION ROOMS. |
| |
| 20)SHEET A-12 ROOF STAIR PLAN, INDICATES |
| STORAGE COMPARMENT IN THE STAIRWELL. |
| 1006.1.3 A STAIRWELL ENCLOSURE SHALL NOT |
| BE USED FOR ANY PURPOSE OTHER THAN A |
| MEANS OF EGRESS. |
| |
| 21) SHEET A-11A SEE DESIGN CRITERIA FOR |
| EXTERIOR WALL FRAMING, CORRECT CODE REF- |
| RENCED AND WIND SPEED. |
| |
| 22) SHEET S-4 WIND DESIGN DOESN'T INDI- |
| CATE IF DESIGNED TO 1606.6 OR ASCE 7-98. |
| A) DESIGN CRITERIA IS FOR A ONE STORY |
| STRUCTURE MRH 17'-6". |
| B) LOW PRESSURES!!!! |
| C) DESIGN CHART IS FOR < 30'.SEE |
| SHEET A-1 WEST ELE. MEAN ROOF > 30'. |
| |
| 23) SHEET S-4 PORTE COCHERE SECTION |
| INDICATES CEMENT ROOF TILE ATTACHED DIR- |
| ECTLY TO STEEL DECK, PROVIDE PRODUCT |
| TESTING REPORT WITH THIS APPLICATION. |
| THERE IS NOT ENOUGH INFORMATION SUBMITT- |
| ED FOR STRUCTURAL REVIEW OF THE PORTE |
| COCHERE. |
| |
| 24) SHEET S-4 CANTILEVERED CANOPY. |
| PLANS DO NOT GIVE INFORMATION REQUIRED |
| FOR STRUCTURAL REVIEW.S-4 & A-5 INDICATE |
| TENSION CABLES BEING USED AND ANCHORED |
| INTO A EXTERIOR STEEL STUD WALL, NO |
| DETAILS. |
| |
| 25) FL BLD CODE 104.2.1.2 |
| ADDITIONAL INFORMATION REQUIRED, |
| PLANS ARE INSUFICIENT FOR THE ELEVATION |
| CONTAINING THE SPANDRIAL GLASS. |
| A) SHEET A-10 INDICATES THE GABLE END |
| BRACING DUT A-6 DETAIL DOESN'T GIVE THE |
| CORRECT DETAIL, THERE SHOULD BE A |
| CONCRETE DECK, PT LEDGER THEN THE GABLE |
| END, NO CONNECTION DETAILS GIVEN. |
| B) BENEATH THE CONCRETE DECK THERE IS A |
| METAL FRAMED WALL, WHERE IS THE GLASS |
| TO END? |
| C) SHEET A-6 GABLE END DOES NOT PROVIDE |
| WHAT TYPE FRAMING IS TO BE USED FOR THE |
| VERTICAL BRACE, HOW OFTEN THE BRACE IS |
| TO BE INSTALLED OR LENGHT OF BRACE. |
| D) SHEET A-6 GIVES DETAIL ON VENTING |
| BUT NO INFORMATION ON HOW OFTEN THE |
| ROOF VENTS ARE REQUIRED. |
| |
| 26) 1606.4.4 ANCHOR METHODS. PROVIDE |
| INFORMATION FOR INSTALLATION OF DOOR |
| AND WINDOW BUCKS. |
| |
| 27)1503.4.2 OVERFLOW DRAINS SHALL BE |
| THE SAME SIZE AS ROOF DRAINS, INSTALLED |
| WITH THE INLET FLOW LINE LOCATED 2" |
| ABOVE THE LOWEST POINT OF THE ROOF LINE. |
| OVERFLOW SCUPPERS SHALL BE A MINIMUM OF |
| 4"IN HEIGTH AND SHALL BE PLACED IN WALLS |
| OR PARARETS WITH THE INLET FLOW LINE |
| NOT LESS THAN 2" ABOVE THE ROOF SURFACE. |
| |
| 28)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. |
| |
| BUILDING PLAN REVIEW |
| JIM WITMER |
| TEL: (561)805-6715 |
| FAX: (561)659-8026 |