Date |
Text |
2007-01-17 09:31:33 | BUILDING PLAN REVIEW |
| PERMIT: 06120355 |
| ADD: 900 S OLIVE AVE |
| CONT: ROBLING ARCHITECTURE |
| TEL: (561)662-0000 |
| FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| * WEST PALM BEACH AMENDMENTS |
| |
| 1SSTREVIEW |
| ACTION: DENIED |
| |
| 1)--- VERY IMPORTANT STATEMENT --- |
| PLEASE DO NOT IGNORE! |
| WHEN RESUBMITTING PLANS PLEASE INDICATE |
| THE REVISION & REMOVE & REPLACE ANY |
| PAGES AS NECESSARY. A TRANSMITTAL LETTER |
| LISTING THE ORIGINAL REVIEW COMMENT NUM- |
| BER, WITH A DESCRIPTION OF THE REVISION |
| MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| TION PAGE WHERE THE CHANGES CAN BE FOUND |
| WILL HELP TO EXPEDITE YOUR PERMIT. THANK |
| YOU FOR YOUR ANTICIPATED COOPERATION. |
| |
| 2) FL S S 713.13 |
| NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF |
| THE COURT.NOTE: 713.13(2) IF THE WORK DESCRIBED IN |
| THE NOTICE OFCOMMENCEMENT IS NOT ACTUALLY COMMENCED |
| WITHIN 90 DAYS AFTER THE RECORDING THEREOF, SUCH NOTICE |
| IS NULL |
| & VOID. NOTE: 713.13(6)THE POSTING OF THE NOTICE OF |
| COMMENCEMENT AT THE CONSTRUCTION SITE BEFORE THE FIRST |
| INSPECTION. |
| |
| 3) PLEASE CORRECT THE ADDRESS AND PROPERTY CONTROL |
| NUMBER ON THE PERMIT APPLICATION. |
| PLANS INDICATE WORK TO BE ACCOMPLISHED ON JEFFERSON RD. |
| PLEASE CONTACT LILI URSA AT 822-1239 |
| FOR A NEW ADDRESS AND PLEASE CORRECR THE PROPERTY |
| CONTROL NUMBER TO REFLECT THE CORRECT LOT. 106.1.2.* |
| ADDITIONAL INFORMATION REQUIRED. |
| |
| 4) PLEASE PROVIDE ENERGY CALCS. CHAPTER 13 FBC. |
| |
| 5) PLEASE PROVIDE SOILS REPORTS,FBC 1802.2.1 |
| QUESTIONABLE SOILS, |
| 1802.2.1 QUESTIONABLE SOIL. WHERE THE SAFE-SUSTAINING |
| POWER OF THE SOIL IS IN DOUBT, OR WHERE A LOAD-BEARING |
| VALUE |
| SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE |
| BUILDING |
| OFFICIAL SHALL REQUIRE THAT THE NECESSARY INVESTIGATION |
| BE MADE. |
| SUCH INVESTIGATION SHALL COMPLY WITH THE PROVISIONS OF |
| SECTIONS 1802.4 THROUGH 1802.6 . |
| |
| 6) PLEASE PROVIDE A SITE PLAN PROVIDING THE FOLLOWING: |
| 11-4.1.2 ACCESSIBLE SITE AND EXTERIOR FACILITIES: NEW |
| CONSTRUCTION. |
| THIS EDITION OF THE CODE DOES NOT APPLY TO BUILDINGS, |
| STRUCTURES, OR FACILITIES WHICH WERE EITHER UNDER |
| CONSTRUCTION OR UNDER CONTRACT FOR CONSTRUCTION ON |
| OCTOBER 1, 1997. |
| NOTHING IN THIS CODE SHALL BE CONSTRUED TO RELIEVE THE |
| OWNER OF ANY BUILDING, STRUCTURE OR FACILITY FROM THE |
| DUTY TO PROVIDE VERTICAL ACCESSIBILITY TO ALL LEVELS |
| ABOVE AND BELOW THE OCCUPIABLE GRADE LEVEL, REGARDLESS |
| OF WHETHER THE CODE REQUIRES AN ELEVATOR TO BE |
| INSTALLED IN SUCH BUILDING, STRUCTURE OR FACILITY, |
| EXCEPT: (1) ELEVATOR PITS, ELEVATOR PENTHOUSES, |
| MECHANICAL ROOMS, PIPING OR EQUIPMENT CATWALKS, AND |
| AUTOMOBILE LUBRICATION AND MAINTENANCE PITS AND |
| PLATFORMS; (2) UNOCCUPIABLE SPACES, SUCH AS ROOMS, |
| ENCLOSED SPACES, AND STORAGE SPACES THAT ARE NOT |
| DESIGNED FOR HUMAN OCCUPANCY, FOR PUBLIC |
| ACCOMMODATIONS, OR FOR WORK AREAS; AND (3) OCCUPIABLE |
| SPACES AND ROOMS THAT ARE NOT OPEN TO THE PUBLIC AND |
| THAT HOUSE NO MORE THAN FIVE PERSONS INCLUDING, BUT NOT |
| LIMITED TO, EQUIPMENT CONTROL ROOMS AND PROJECTION |
| BOOTHS. HOWEVER AS PROVIDED IN SECTION 553.509, FLORIDA |
| STATUTES, BUILDINGS, STRUCTURES, AND FACILITIES MUST, |
| AT A MINIMUM, COMPLY WITH THE REQUIREMENTS OF THE |
| ADAAG. THEREFORE, FACILITIES SUBJECT TO THE ADAAG MAY |
| BE REQUIRED TO PROVIDE VERTICAL ACCESS TO AREAS |
| OTHERWISE EXEMPT UNDER SECTION 11-4.1.3 (5) OF THIS |
| CODE. |
| AN ACCESSIBLE SITE SHALL MEET THE FOLLOWING MINIMUM |
| REQUIREMENTS: |
| (1)AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH |
| SECTION 11-4.3 SHALL BE PROVIDED WITHIN THE BOUNDARY OF |
| THE SITE FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE |
| PARKING SPACES, PASSENGER LOADING ZONES IF PROVIDED, |
| AND PUBLIC STREETS OR SIDEWALKS, TO AN ACCESSIBLE |
| BUILDING ENTRANCE. |
| (2)AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH |
| SECTION 11-4.3 SHALL CONNECT ACCESSIBLE BUILDINGS, |
| ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND |
| ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. |
| (3)ALL OBJECTS THAT PROTRUDE FROM SURFACES OR |
| POSTS INTO CIRCULATION PATHS SHALL COMPLY WITH SECTION |
| 11-4.4 . |
| (4)GROUND SURFACES ALONG ACCESSIBLE ROUTES AND IN |
| ACCESSIBLE SPACES SHALL COMPLY WITH SECTION 11-4.5 . |
| |
| 7) PLANS DO NOT PROVIDE DETAILS TO THE ENTRY OF ANY |
| EXTERIOR DOORS. |
| 1003.5.2 |
| WHERE CHANGE IN ELEVATION OF 12 INCHES (305 MM) OR LESS |
| OCCURS IN EXIT ACCESS CORRIDORS, EXITS AND EXIT |
| DISCHARGE, RAMPS COMPLYING WITH SECTION 1010 SHALL BE |
| PROVIDED. |
| 1003.5.2 |
| WHERE CHANGE IN ELEVATION OF 12 INCHES (305 MM) OR LESS |
| OCCURS IN EXIT ACCESS CORRIDORS, EXITS AND EXIT |
| DISCHARGE, RAMPS COMPLYING WITH SECTION 1010 SHALL BE |
| PROVIDED. |
| |
| 8)SHEET A-3 INDICATES THE USE OF 2 SINKS PLANS |
| INDICATE A CLEAR FLOOR SPACE FOR FRONT APPROACH BUT |
| THERE IS NO |
| ELEVATION INDICATING THE FRONT OF THE CABINET |
| CONFIGURATION. PLEASE PROVIDE. |
| SINKS: |
| 11-4.24.2 SINKS, HEIGHT. SINKS SHALL |
| BE MOUNTED WITH THE COUNTER NO HIGHER |
| THAN 34" ABOVE THE FINISH FLOOR. |
| 11-4.24.3 KNEE CLEARANCE THAT IS AT |
| LEAST 27" HIGH 30" WIDE, AND 19" DEEP |
| SHALL BE PROVIDED UNDERNEATH SINKS. |
| 11-4.24.5 CLEAR FLOOR SPACE. |
| A CLEAR FLOOR SPACE AT LEAST 30 INCHES BY 48 INCHES |
| (760 MM BY 1219 MM) COMPLYING WITH SECTION 11-4.2.4 |
| SHALL BE PROVIDED IN FRONT OF A SINK TO ALLOW FORWARD |
| APPROACH. |
| THE CLEAR FLOOR SPACE SHALL BE ON AN ACCESSIBLE ROUTE |
| AND |
| SHALL EXTEND A MAXIMUM OF 19 INCHES (485 MM) UNDERNEATH |
| THE SINK. |
| |
| 9) PLANS DO NOT INDICATE THE USE OF A VAPOR RETARDER. |
| 1816.1.4 |
| IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE |
| PREVENTION, CHEMICALLY TREATED SOIL SHALL BE PROTECTED |
| WITH A MINIMUM 6 MILLIMETER VAPOR RETARDER TO PROTECT |
| AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE |
| VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. ANY |
| WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE |
| AFTER CHEMICAL TREATMENT UNTIL THE CONCRETE FLOOR IS |
| POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID |
| PENETRATING OR DISTURBING TREATED SOIL. |
| |
| 10)PLANS DO NOT INDICATE THE USE OF TERMITE |
| PROTECTION, PLEASE INDICATE WHICH METHOD OF PROVIDING |
| SUBTERRANEAN TERMITE PROTECTION SHALL BE USED. 1816.1 |
| TERMITE PROTECTION. |
| TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED |
| TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, |
| BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR |
| OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED |
| FOR USE AS A PREVENTATIVE TREATMENT TO NEW |
| CONSTRUCTION. SEE SECTION 202 , REGISTERED TERMITICIDE. |
| UPON COMPLETION OF THE APPLICATION OF THE TERMITE |
| PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL |
| BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED |
| PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING |
| STATEMENT: ?THE BUILDING HAS RECEIVED A COMPLETE |
| TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. |
| TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS |
| ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE |
| AND CONSUMER SERVICES.? |
| |
| 11) SHEET F-1 STRUCTURAL NOTE# 4, PLANS INDICATE |
| ANCHORING HARDWARE TO MEET THE MINIMUM STANDARDS FOR |
| ACI 318-05. PLEASE PROVIDE HOW THE |
| PREFAB WILL BE ATTACHED TO THE FOUNDATION. 106.1.2*. |
| |
| 12)FL BLD CODE 1609.1.4: COMPONENTS & CLADDING, |
| PROVIDE 2 COPIES(3 IF THRESH- |
| OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| TESTING REPORTS,MISSING REPORTS ARE AS |
| FOLLOWS: |
| 12A) WINDOWS- SINGLE HUNG |
| 12B) WINDOWS- GLASS BLOCK |
| 12C) EXTERIOR DOORS SOLID OR GLAZED |
| 12D) ROLL UP DOORS |
| 12E) ROOFING ASSEMBLIES |
| |
| 13)WPB ADMIN CODE 106.3* PRODUCT |
| APPROVALS. THOSE PRODUCT WHICH ARE |
| REGULATED BY DCA RULE 9B-72 SHALL BE |
| REVIEWED AND APPROVED IN WRITING BY THE |
| DESIGNER OF RECORD PRIOR TO SUBMITTAL |
| FOR JURISDICTIONAL APPROVAL. |
| |
| 14) SPEAKING WITH ARCHITECT STEVEN BRUH THE |
| MANUFACTURING COMPANY HAS APPLIED FOR DCA APPROVAL BUT |
| HAS NOT RECEIVED SUCH APPROVAL AT THIS TIME. THE CITY |
| HAS REVIEWED WHAT THEY WILL REQUIRE FOR A SITE SPECIFIC |
| REQUIREMENTS FOR ROYAL CONCRETE CONCEPTS, INC. REQUIRED |
| SUBMITTALS: |
| |
| 1) ALL REQUIRED SUBMITTALS FOR THE STRUCTURE ALONG WITH |
| ENGINEERED PLANS, SHOP DRAWINGS INCLUDING ENGINEERING |
| CALCULATIONS. |
| 2) LETTER FROM A LICENSED THRESHOLD INSPECTOR STATING |
| THAT AN INSPECTION WILL BE MADE AT THE MANUFACTURES |
| SITE OF THE JOB SPECIFIC COMPONENTS TO VERIFY |
| CONSTRUCTION COMPLIANCE OF THE COMPONENTS WITH THE |
| ENGINEERED DESIGN. |
| |
| DURING CONSTRUCTION SUBMITTALS: |
| THREE SETS OF PLANS, DOCUMENTS, REPORTS , PRODUCT |
| APPROVALS AND SUBMITTALS. |
| 1) CERTIFICATE OF COMPLIANCE AFFADAVIT FROM THE |
| THRESHOLD INSPECTOR THAT, TO THE BEST OF HIS/ HER |
| KNOWLEDGE AND BELIEF, THE OFF-SITE CONSTRUCTION |
| COMPONENTS OUTLINED HEREIN AND INSPECTED UNDER HIS/ HER |
| AUTHORITY HAVE BEEN COMPLETED IN CONFORMANCE WITH THE |
| APPROVED PLANS, SHOP DRAWINGS AND ENGINEERING.ALSO, |
| PLEASE ARRANGE WITH HAROLD PISKURA (INSPECTION SERVICES |
| MANAGER - TEL: |
| 561 805 6711), A MEETING INVOLVING THE |
| THRESHOLD INSPECTOR, JOB INSPECTOR, CONTRACTOR AND |
| ENGINEER. |
| |
| 15A) TABLE 602 REQUIREMENTS FOR EXTERIOR WALLS BASED ON |
| FIRE SEPERATION DISTANCE, PLEASE PROVIDE THE DISTANCES |
| FROM THE EXISTING STRUCTURES ALSO ON THIS SAME LOT. IT |
| APPEARS THE STRUCTURES MAY BE CLOSER THAN 20'-0", THIS |
| WILL AFFECT AN ASSUMED PROPERTY LINE BETWEEN BUILDINGS |
| ON THE SAME LOT.503.1.3, TABLE 601,602,704.8. 715.3 AND |
| 715.4. IF ASSUMING NO FIRE SEPERATION IS REQUIRED |
| BETWEEN BUILDINGS, (ASSUMED ONE LARGE BUILDING) PROVIDE |
| THE TOTAL SQUARE FOOTAGE OF ADJACENT BUILDINGS |
| FOOTPRINT. |
| |
| 15B) PLANS INDICATE THE CONCRETE THICKNESSOF THE |
| WALLS LTO BE 2" THICK, IF FIRE RESISTANCE WILL BE |
| REQUIRED BETWEEN BUILDINGS PLEASE PROVIDE THE |
| EQUIVALENT THICKNESS OF PRECAST CONCRETE WALL, SEE |
| TABLE 721.2.1.1 OR 721.2.1.1.4.(RIBBED OR UNDULATING |
| SURFACES). |
| |
| 16) SHEET S-3 INDICATES A STEEL BEAM IN SECTIONS A-A NO |
| MENTION AS TO SIZE OR WEIGHT OF BEAM? 106.1.2.* |
| ADMINISTRATIVE CODE. |
| |
| 17) THERE IS NO DBA OR CERTIFICATE OF AUTHORIZATION FOR |
| BRUH-HOSEIN-RUPP AT DPBR.) 481.219 F.S.CERTIFICATE |
| OF |
| AUTHORIZATION.THE TITLE BLOCK FOR ANY |
| SHEET BEARING THE NAME OF AN ARCHITECT |
| PRACTICING UNDER A FICTITIOUS NAME, A |
| CORPORATION, OR A PARTNERSHIP, OFFERING ARCHITECTURAL |
| SERVICES, SHALL INCLUDE |
| THE CERTIFICATE OF AUTHORIZATION |
| NUMBER.ADD THE NUMBER TO EACH SHEET. |
| THIS MAY BE ADDED BY HAND. |
| |
| 18) SHEET S-3 VARIOUS SECTIONS SHOW A 3/4" =1'-0", |
| WRONG SCALE DETAIL# 3 AND SECTION A-A.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. |
| |
| .NOTE : ADDITIONAL COMMENTS MAY APPEAR ON THE NEXT |
| REVIEW DUE TO COMMENT RESPONSE OR ADDITIONAL NEW |
| INFORMATION. |
| |
| BUILDING PLAN REVIEW |
| JIM WITMER C. B. O. |
| |
| TEL: (561)805-6715 |
| FAX: (561)659-8026 |
| E-MAIL: [email protected] |
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