Date |
Text |
2004-08-18 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 |
| "*" THIS SYMBOL MEANS THE CODE ARTICLE |
| REFRENCED IS A W.P.B. AMENDMENT. |
| |
| 2ND REVIEW |
| ACTION: DENIED |
| |
| LOOK FOR COMMENTS BY THE OTHER PLAN |
| REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| ON THE APPLICATION, PLANS, OR ATTACHED |
| SEPARATELY. WHEN RESUBMITTING PLANS |
| PLEASE CLEARLY INDICATE THE REVISION AND |
| REMOVE AND REPLACE ANY PAGES AS NECESS- |
| ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH |
| THE PLANS WHEN RESUBMITTING PLANS. A |
| TRANSMITTAL LETTER LISTING THE ORIGINAL |
| REVIEW NUMBER, WITH A DESCRIPTION OF THE |
| REVISION MADE, IDENTIFYING THE SHEET OR |
| SPECIFICATION PAGE WHERE THE CHANGES CAN |
| BE FOUND, WILL HELP TO EXPEDITE YOUR |
| PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| COOPERATION. |
| |
| 1) NOTICE OF COMMENCEMENT- WILL HAVE TO |
| BE REFILED, NO WORK COMMENCED WITHIN 90 |
| DAYS OF BEING RECORDED WILL REQUIRE NOC |
| TO BE REFILED. |
| |
| 2) SOILS REPORTS SUBMITTED HAVE TO BE |
| SIGNED AND SEALED (3). |
| PLANS, SPECIFICATIONS,REPORTS OR |
| OTHER DOCUMENTS PREPARED BY THE DESIGN |
| PROFESSIONAL AND BEING FILED FOR PUBLIC |
| RECORD SHALL HAVE THE SIGNATURE AND |
| SEAL OF THE DESIGN PROFESSIONAL AFFIXED |
| TO THE DOCUMENT. |
| FL STATE STAT: 61G15-23.002 ENGINEERS |
| FL ATATE STAT: 61G16.003 ARCHITECTS |
| |
| 3)PROVIDE ENERGY CALCULATIONS AND |
| EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| AS REQUIRED BY THE 2001 FLORIDA ENERGY |
| EFFICIENTCY CODE FOR BUILDING CONSTRUC- |
| TION. 2ND REQUEST! |
| |
| 4) FBC* 105.3 RESIDENT INSPECTOR. |
| THE SUBMITTED RESUME IS OK BUT A MEETING |
| WITH HAROLD PISKURA AND DOCUMENTS TO BE |
| SIGNED ARE REQUIRED BEFORE A PERMIT CAN |
| BE ISSUED. |
| |
| 5) PROVIDE (3) SETS OF ALL PLANS, SPECS, |
| TEST, AND PRODUCT APPROVALS, PART OF THE |
| RESIDENT INSPECTOR PROGRAM. 2ND REQUEST! |
| |
| 6) PLANS DO NOT PROVIDE WHAT ELEVATION |
| THE FIRST FLOOR WILL BE SET AT? BUILDING |
| WILL BE IN A FLOOD ZONE, PROVIDE AN ELE. |
| ON PLANS, FIRST FLOOR MINIMUM ELEVATION |
| IS 16'-6". FLOOD ZONE A-8 MINIMUM FINISH |
| FLOOR ELE IS 16'-6", A FLOOD ZONE ELEVA- |
| TION CERTIFICATE WILL BE REQUIRED BEFORE |
| A C.O. WILL BE ISSUED. 2ND REQUEST. |
| |
| 7)FL BLD CODE 104.2.1.2 |
| ADDITIONAL INFORMATION REQUIRED, PLANS |
| DO NOT MATCH, 2ND REQUEST, RE-EVALUATE |
| END ZONE PRESSURES FOR ROOMS 100, 200 & |
| 300. SHEET A-1.1 INDICATES (5) WINDOWS |
| ALONG ROOMS 100, 102, 104, 106, AND 108. |
| THE ELEVATIONS ON SHEET A-1 NORTH ELEVA- |
| TION ONLY INDICATES (3) WINDOWS PER |
| FLOOR!!!!! PROVIDE WINDOWS ON ELEVATIONS |
| AND THE PRESSURES FOR THE END ZONES!!!! |
| 2ND REQUEST! |
| |
| 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 |
| 2ND REQUEST! |
| |
| 9) 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 REPORTS SUBMITTED CHARTS ARE |
| ILLEGIBLE. CIRCLE THE TYPE GLASS TO BE |
| USED (A-E2). |
| B) SPANDREL GLASS HAS A ARCHED HEAD,FIX- |
| ED GLASS PROVIDE REPORT. |
| C) MULLIONS- THE SPANDREL GLASS SYSTEM |
| SPANS 3 STORIES (WEST ELE), PROVIDE |
| DETAILS AS TO WHERE THE HORIZONTAL AND |
| VERTICAL MULLIONS ARE TO BE JOINED. |
| CHARTS ARE GOOD TO 53"X 74"? |
| D) PROVIDE MULLION REPORT FOR RADIUS |
| HEAD USED IN SPANDREAL SYSTEM. |
| E)EXTERIOR STEEL DOORS, AUTO FRONT ENTRY |
| DOORS, OR GLAZED ENRTY DOORS. |
| F) EFIS SYSTEMS, |
| G) WALL LOUVERS |
| H) STRUCTURAL COMPONENTS- |
| 1- WOOD CONNECTORS/ TRUSS CONNECTORS |
| 2- EXTERIOR RAILINGS |
| I) ROOFING ASSEMBLIES, FLAT, UNDERLAY- |
| MENTS, ROOF TILE. |
| |
| 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)STRUCTURAL NOR ARCHITECTURAL PLANS DO |
| NOT PROVIDE DETAILS AS HOW THE CEILING |
| OF THE PORT COCHERE WILL BE MADE OF OR |
| HOW OFTEN?SECTION A/S-4. |
| |
| 12) FLORIDA ACCESSIBILITY CODE, PORT |
| COCHERE 11-4.6.6. PASSENGER LOADING |
| ZONE, THE PLANS DO NOT PROVIDE INFORMA- |
| TION FOR THE PASSENGER LOADING ZONE |
| UNDER THE PORT COCHERE.IS THERE A RAISED |
| WALKWAY, CURBCUT AND HOW IS THE PASSEN- |
| GER LOADING ZONE MARKED? 2ND REQUEST! |
| |
| 13) SHEET A-1.1C LAUNDRY ROOM RESTROOM, |
| THE DOORWAY TO THE RESTROOM IS NOT |
| ACCESSIBLE. SEE CLEAR WIDTH 11-4.3.3 IF |
| A PERSON INA WHEELCHAIR MUST MAKE A |
| TURN AROUND AN OBSTICLE, THE MINIMUM |
| CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL |
| BE AS SHOWN IN FIGURE 7(A) AND 7(B).SEE |
| 7(B) WHEN X< 48". ONCE AROUND THE WALL |
| THE SWING OF THE DOOR MAKES IT IMPOSS- |
| IBLE TO HAVE A CLEAR FLOOR SPACE 30'X48" |
| |
| 14) LAUNDRY ROOM: LAUNDRY CHUTE, |
| A) THE TERMINATION ROOM REQUIRES A 3/4 |
| HOUR RATED DOOR SEE TABLE 705.1.2. |
| B) TRASH CHUTE ACCESS ROOMS ON THE 2ND |
| AND 3RD FLOOR ALSO REQUIRE A 3/4HR DOOR. |
| SEE DOOR # 5 IN SCHEDULE. |
| C) SHEET A-13 LAUNDRY CHUTE SECTION, |
| SEE UL U401 THIS DECRIPTION VERSES WHAT |
| IS SPECED ON THE PLANS IS A DESREPANCY, |
| PLASTER, METAL LATH AND WIRE STUDS. |
| D) 705.2.4.6 AN AUTOMATIC FIRE SPRINK- |
| LER SYSTEM SHALL BE INSTALLED AT THE TOP |
| AND ALTERNATE FLOOR LEVELS IN REFUSE AND |
| LAUNDRY CHUTES AND TERMINATION ROOMS. |
| |
| 15) SHEET A-12 ROOF STAIR PLAN REVISED |
| TO REFLECT A WALL BETWEEN THE STAIRWELL |
| AND STORAGE ROOM. THE DOOR SCHEDULE LIST |
| THIS DOOR AS #15, NO MENTION OF 3/4 HR |
| RATING, TABLE 705.1.2. |
| |
| 16) SHEET A-12 DETAILS OF STAIR PLANS |
| INDICATE STORAGE UNITS NEXT TO ALL THE |
| STAIRWELLS, REQUIRING 2HR WALLS(TABLE |
| 704.1 STORAGE LOW HAZARD) THIS ALSO WILL |
| REQUIRE RATING AT DOORS. ALSO PROVIDE |
| THE EQUIVALENT THICKNESS OF THE 6" BLOCK |
| TO BE PROVIDED BY THE BLOCK MANUFACTURER |
| FOR A 2 HR WALL. ROOF STAIR PLAN INDICI- |
| CATES DOOR# 15 WITH NO RATING 3/4 HR |
| RATING REQUIRED, 705.1.2. |
| |
| 17) SHEET S-4 WIND DESIGN CRITERIA STILL |
| NEEDS CORRECTING, THE EXPOSURE CATEGORY |
| IS A "B" DO NOT USE THE CODE SECTION |
| 1619.2 HIGH WIND BROWARD COUNTY, BROWARD |
| COUNTY REQUIRES A "C" EXPOSURE.IF DESIGN |
| ING TO THIS THE PRESSURE ZONES AND MULTI |
| PLIERS ARE TO BE APPLIED. |
| |
| 18) SHEET A-6, S-4 BOTH INDICATE THE USE |
| OF WOOD TRUSSES FOR THE ROOF, UNDER THIS |
| REVIEW THIS BUILDING IS A TYPE IV UNPRO- |
| TECTED/ SPRINKLERED, TABLE 600 REQUIRES |
| THE ROOF TO BE NONCOMBUSTIBLE, 2 STORIES |
| MAY USE FIRE RETARDANT TREATED PLYWOOD. |
| DEPENDING ON THE CLASSIFICATION OF THIS |
| BUILDING ADDITIONAL COMMENTS MAY RISE TO |
| THE ATTACHMENT OF ROOF TILE TO THE SUB- |
| STRATE. |
| |
| 19) SHEET S-4 CANTILEVERED CANOPY.SHEET |
| S-4 DETAIL"C"MISSING WELD THICKNESS, |
| THICKNESS OF STEEL PIPE, DESCEPANCY |
| BETWEEN S-4 & A-5, S-4 SHOWS AN ENBED IN |
| A 8" WALL WHEREAS A-5 SHOWS THE ENDBED |
| IN THE END OF A POURED 6" WALL.THE PLATE |
| SIZES ARE ALSO 2" IN DIFFERENCE.PROVIDE |
| ADDITIONAL DETAILS FOR COVERAGE OVER THE |
| STUDS IN THE EMBEDS.2ND REQUEST. |
| |
| 20 A)SHEET S-5 DETAILS"A" CORRECT SIZE |
| BOLTS TO BE USED IN FOOTER 4-34/DIA. AB |
| B) COLUMN SPLICE WHAT TYPE OF METALS ARE |
| TO BE USED FOR "SPLICE" WHAT TYPE OF |
| WELD AND THICKNESS. |
| C) STEEL COLUMNS INDICATE SIZE 4"X4" BUT |
| NO THICKNESS PROVIDED? |
| D) SAME DETAIL CAP PLATES INDICATE SEE |
| COLUMN SCHEDULE FOR SIZE BUT WHERE? |
| PROVIDE SIZE, THICKNESS AND WELD AND THE |
| AMOUNT OF WWEIGHT TO BE RESISTED. WELD |
| AND THICKNESS,ARE GUSSET PLATES REQUIRED |
| |
| 21) SHEET S-5 DETAIL"C", PROVIDE THE |
| DESIGN LOAD FOR THE 6" BLOCK, ACI 530-99 |
| |
| 22) MISSING THE ROOF FRAMING IN REGAURDS |
| TO THE CONCRETE ROOF DECK. |
| |
| 23) PROVIDE FIRE SPRINKLER PLANS BEFORE |
| PERMIT CAN BE ISSUED. 2ND REQUEST. |
| |
| 24)BEFORE A PERMIT TO CONSTRUCT, MAY |
| BE ISSUED, IMPACT FEES MUST BE PAID TO |
| PALM BEACH COUNTY. THE ACTUAL PERMIT |
| SET OF PLANS MUST BE STAMPED BY THAT |
| OFFICE, AND A COPY OF THE PAID RECEIPT |
| ATTACHED TO THE PERMIT APPLICATION. |
| PLEASE CALL (561)233-5025 FOR MORE |
| INFORMATION. |
| |
| BUILDING PLAN REVIEW |
| JIM WITMER |
| TEL (561)805-6715 |
| FAX (561)659-8026 |