| 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 |
