| 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 |
