| Date |
Text |
| 2006-11-21 16:52:31 | BUILDING PLAN REVIEW |
| | PERMIT: 06100891 |
| | ADD: 2395 NORTHWOOD UNIVERSITY DR. |
| | CONT: THE WEITZ CO. |
| | TEL: (561309-7386 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1STREVIEW |
| | 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 BEFORE A |
| | PERMIT WILL BE ISSUED. NOTE: 713.13(2) |
| | IF THE WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS |
| | NOT ACTUALLY COMMENCED |
| | WITHIN 90 DAYS AFTER THE RECORDING |
| | THEREOF, SUCH NOTICE IS NULL & VOID. |
| | |
| | 3) DISCREPANCY) PLEASE CORRECT THE ADDRESS ON |
| | THE PERMIT APPLICATION, THE ACTUAL SITE ADDRESS IS ALSO |
| | WRONG ON ALL PLANS, SITE ADDRESS IS 2600 NORTH MILITARY |
| | TRAIL. |
| | |
| | 4A) SP-2 THE MONUMENT SIGN INDICATED ON THIS SHEET WILL |
| | REQUIRE A SEPERATE PERMIT. |
| | 4B) NOTE: PLEASE CONTACT LILI URSA @ 822-1239 FOR |
| | ADDRESSING OF ALL BUILDINGS ON THE NORTHWOOD CAMPUS. MS |
| | URSA WILL NEED A CURRENT SITE PLAN OF ALL STRUCTURES |
| | AND |
| | A CONTACT PERSON & TELEPHONE NUMBER. |
| | |
| | 5 ) 110.2* W. P. B. ADMINISTRATIVE |
| | CODE, INFORMATION THAT IS REQUIRED FOR |
| | RECORD KEEPING & FOR CERTIFICATE OF |
| | OCCUPANCY: |
| | A) THE EDITION OFTHE CODE UNDER WHICH |
| | THE PERMIT WAS ISSUED. |
| | B) FLOOD ZONE : A8 MINIMUM ELEVATION 16'-6". THE |
| | FINISHED FLOOR LEVEL SHALL BE |
| | VERIFIED BY A SIGNED AND SEALED ELEVATION CERTIFICATE. |
| | C) OCCUPANT LOADS |
| | D) OCCUPANCY SEPERATION: NONSEPERATED OR SEPERATED |
| | USES |
| | |
| | 6) 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. |
| | |
| | 7)FBC 13-103.1.1.1THE PROFESSIONALS RESPONSIBLE FOR |
| | THE DESIGN OF THE |
| | BUILDING AND THE ELECTRICAL, |
| | LIGHTING, MECHANICAL AND PLUMBING |
| | SYSTEMS SHALL EACH SIGN THE ENERGY CODE |
| | COMPLIANCE FORM, TO CERTIFY COMPLIANCE. |
| | |
| | 8) 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 (TILT WALL). |
| | |
| | 8) 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. |
| | |
| | 9) NOTE, 109.3.10* IMPACT OF CONSTRUCTION. |
| | ALL CONSTRUCTION ACTIVITY REGULATED BY |
| | THIS CODE SHALL BE PERMORMED IN A MANNER |
| | SO AS NOT TO ADVERSELY IMPACT THE |
| | CONDITION OF ADJACENT PROPERTY, UNLESS |
| | SUCH ACTIVITY IS PERMITTED TO AFFECT |
| | SAID PROPERTY PURSUANT TO A CONSENT BY |
| | THE APPLICABLE PROPERTY OWNER, UNDER |
| | TERMS & CONDITIONS AGREEABLE TO THE |
| | APPLICABLE PROPERTY OWNER.THIS INCLUDES |
| | BUT IS NOT LIMITED TO THE CONTROL OF |
| | DUST, NOISE, WATER OR DRAINAGE RUN-OFF, |
| | DEBRIS, AND THE STORAGE OF CONSTRUCTION |
| | MATERIALS. NEW CONSTRUCTION ACTIVITY |
| | SHALL NOT ADVERSELY IMPACT HISTORIC |
| | SURFACE WATER DRAINAGE FLOWS SERVING |
| | ADJACENT PROPERTIES, & MAY REQUIRE |
| | SPECIAL DRAINAGE DESIGN COMPLYING WITH |
| | ENGINEERING STANDARDS TO PRESERVE THE |
| | POSITIVE PATTERNS OF THE AFFECTED SITES. ACCORDINGLY, |
| | DEVELOPERS, CONTRACTORS, |
| | AND OWNERS OF ALL NEW RESIDENTIAL |
| | DEVELOPMENT, INCLUDING ADDITIONS, POOLS, |
| | PATIOS, DRIVEWAYS, DECKS, OR SIMILAR |
| | ITEMS, ON EXISTING PROPERTIES RESULTING |
| | IN A DECREASE IN EXCESS OF 800SQ FT OF |
| | PERMEABLE LAND AREA ON ANY PARCELL SHALL |
| | AS A PERMIT CONDITION, PROVIDE A |
| | PROFESSIONALLY PREPARED DRAINAGE PLAN |
| | CLEARLY INDICATING COMPLIANCE WITH THIS |
| | PARAGRAPH. UPON COMPLETION OF THE |
| | IMPROVEMENT, A CERTIFICATE FROM A |
| | LICENSED ENGINEER SHALL BE SUBMITTED TO |
| | THE INSPECTOR IN ORDER TO RECEIVE |
| | APPROVAL OF THE FINAL INSPECTION. |
| | |
| | 10) 109.3.10.1 HURICANE PROTECTION. |
| | IT SHALL BE UNLAWFUL FOR ANY PERSON TO |
| | ALLOW CONSTRUCTION RELATED MATERIALS |
| | EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR |
| | OTHERWISE UNSECURED AT A CONSTRUCTION |
| | SITE FROM 24 HRS. AFTER A HURRICANE |
| | WATCH HAS BEEN ISSUED UNTIL THE |
| | HURRICANE WATCH OR WARNING HAS BEEN |
| | LIFTED. ALL SUCH CONSTRUCTION MATERIALS, |
| | EQUIPMENT AND DEBRIS SHALL BE EITHER |
| | REMOVED FROM THE CONSTRUCTION SITE OR |
| | SECURED IN SUCH A MANNER AS TO MINIMIZE |
| | THE DANGER OF SUCH CONSTRUCTION |
| | MATERIALS, EQUIPMENT AND DEBRIS CAUSING |
| | DAMAGE TO PERSONS OR PROPERTY FROM HIGH |
| | WINDS. |
| | ANY PERSONS WHO FAILS TO COMPLY TO |
| | REMOVE OR SECURE THE CONSTRUCTION |
| | MATERIALS EQUIPMENT AND DEBRIS WITHIN |
| | 24 HRS AFTER A HURRICANE WATCH HAS BEEN |
| | ISSUED SHALL BE SUBJECT TO A FINE NOT TO |
| | EXCEED $500.00. |
| | IN ADDITION TO THE ABOVE, A LICENSED |
| | CONTRACTOR WHO VIOLATES THIS SECTION |
| | SHALL BE SUBJECT TO DISCIPLINE PURSUANT |
| | TO SECTION 113 OF THIS CHAPTER. |
| | |
| | 11)SHEET SP2 THIS SITE PLAN INDICATES THE WALKWAYS |
| | AND PAVEMENT THAT ARE AJACENT TO THE NEW BUILDING. THE |
| | PLAN FAILS TO INDICATE ALL ACCESSIBLE |
| | EXITS (EXIT DISCHARGE) AS REQUIRED IN ACCESSIBLE |
| | BUILDINGS: |
| | NEW CONSTRUCTION. 11-4.1.3(8)(II) ACCESSIBLE ENTRANCES |
| | |
| | MUST BE PROVIDED IN A NUMBER AT LEAST EQUIVALENT TO |
| | THE |
| | |
| | NUMBER OF EXITS REQUIRED BY THE APPLICABLE |
| | BUILDING/FIRE |
| | CODES. SHEET A1.10 INDICATES THE REQUIRED EXITS BUT |
| | THE |
| | |
| | PLANS ARE MISSING THE ACCESSIBLE ROUTE FOR THOSE |
| | EXITS. |
| | |
| | 10) SHEET A1.11 THE GIRLS AND BOYS GANGED RESTROOMS |
| | ROOM # 114, 115, 137 & 138ALL HAVE THE SAME ISSUE,IN |
| | |
| | NEW CONSTRUCTION THE TOLIET STALLS REQUIRE THE LAV TO |
| | BE IN |
| | THE STALL SEE 11-4.17.3, NEW CONSTRUCTION (IN GRAY), |
| | (1) THE |
| | STANDARD ACCESSIBLE RESTROOM STALL SHALL CONTAIN AN |
| | ACCESSIBLE |
| | LAVATORY WITHIN IT, THE SIZE OF SUCH LAVATORY TO BE NOT |
| | LESS THAN |
| | 19 INCHES WIDE BY 17 INCHES (483 MM BY 432 MM) DEEP, |
| | NOMINAL |
| | SIZE, AND WALL MOUNTED. THE LAVATORY SHALL BE MOUNTED |
| | SO AS NOT |
| | TO OVERLAP THE CLEAR FLOOR SPACE AREAS REQUIRED BY |
| | SECTION 11-4.17 |
| | [SEE FIGURE 11-30 (A) AND FIGURE 11-30 (E)] AND TO |
| | COMPLY WITH |
| | SECTION 11-4.19 OF THE CODE. SUCH LAVATORIES SHALL BE |
| | COUNTED |
| | AS PART OF THE REQUIRED FIXTURE COUNT FOR THE |
| | BUILDING. |
| | |
| | (2)THE ACCESSIBLE WATER CLOSET SHALL BE LOCATED IN |
| | THE CORNER, |
| | DIAGONAL TO THE DOOR. |
| | |
| | 12)SHEET A4.01 DETAILS 3&4 ENTRYINFORMATION AND |
| | RECEPTION COUNTER |
| | BOTH NEED TO COMPLY WITH SECTION 11-4.32.4 HEIGTH OF |
| | COUNTERS.11-4.32.4 |
| | HEIGHT OF TABLES OR COUNTERS. THE TOPS OF ACCESSIBLE |
| | TABLES AND COUNTERS |
| | SHALL BE FROM 28 INCHES TO 34 INCHES (710 MM TO 865 MM) |
| | ABOVE THE FINISH |
| | FLOOR OR GROUND. |
| | |
| | 13)PLANS FOR THE INTERIOR BUILD OUT FOR ROOM 102 |
| | EXCHANGE CITY AND |
| | ROOM 146FINANCE PARK DO NOT INDICATE ANY INFORMATION |
| | AT THIS TIME. |
| | THERE IS NO COMMENT ON EGRESS OR ACCESSIBILITY ISSUES |
| | AT THIS TIME. |
| | |
| | 14)SHEETS A1.11 - A1.13 INDICATE VARIOUS WALL |
| | ASSEMBLIES BUT |
| | FAIL TO PROVIDE A SHEET WITH THE ASSEMBLIES DETAILED? |
| | 106.1.2* |
| | ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 15) SHEETS A1.12 & A1.13 BOTH HAVE AN ASSEMBLY |
| | OCCUPANCY BUT ARE TRUELY EDUCATIONAL USAGE CHILDREN IN |
| | SCHOOL HIGH SCHOOL GRADES AND LOWER. |
| | THESE ROOMS STILL NEED AN EMERGENCY ESCAPE WINDOW SINCE |
| | THE CODE SPECIFICALLY STATES WINDOWEVEN THOUGH THERE |
| | ARE DOORS TO THE EXTERIOR. |
| | 1025.4.1 |
| | EVERY ROOM OR SPACE GREATER THAN 250 SQUARE FEET (23.2 |
| | M 2 ) IN EDUCATIONAL OCCUPANCIES USED FOR CLASSROOM OR |
| | OTHER EDUCATIONAL PURPOSES OR NORMALLY SUBJECT TO |
| | STUDENT OCCUPANCY AND EVERY ROOM OR SPACE NORMALLY |
| | SUBJECT TO CLIENT OCCUPANCY, OTHER THAN BATHROOMS, IN |
| | GROUP D OCCUPANCIES SHALL HAVE NOT LESS THAN ONE |
| | OUTSIDE WINDOW FOR EMERGENCY RESCUE THAT COMPLIES WITH |
| | THE FOLLOWING: |
| | 1.SUCH WINDOWS SHALL BE OPENABLE FROM THE INSIDE |
| | WITHOUT THE USE OF TOOLS AND SHALL PROVIDE A CLEAR |
| | OPENING OF NOT LESS THAN 20 INCHES (508 MM) IN WIDTH, |
| | 24 INCHES (610 MM) IN HEIGHT, AND 5.7 SQUARE FEET (0.53 |
| | M 2 ) IN AREA. |
| | 2.THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN |
| | 44 INCHES (1118 MM) ABOVE THE FLOOR, AND ANY LATCHING |
| | DEVICE SHALL BE CAPABLE OF BEING OPERATED FROM NOT MORE |
| | THAN 54 INCHES (1372 MM) ABOVE THE FINISHED FLOOR. |
| | 1025.1EXCEPTION# 1IS FOR BLDG WITH FIRE SPRINKLER BUT |
| | 102.1* WHERE , IN ANY CASE DIFFERENT SECTIONS OF THE |
| | CODE SPECIFY DIFFERENT MATERIALS, METHODS OF |
| | CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST |
| | RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT |
| | BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC |
| | REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL BE |
| | APPLICABLE. |
| | |
| | 16)1609.1.4 PROTECTION OF OPENINGS. |
| | IN WIND-BORNE DEBRIS REGIONS, EXTERIOR |
| | GLAZING THAT RECEIVES POSITIVE PRESSURE |
| | IN THE LOWER 60 FEET (18.3 M) IN |
| | BUILDINGS SHALL BE ASSUMED TO BE |
| | OPENINGS AND THE BALANCE OF GLAZED |
| | OPENINGS IN THE REST OF THE BUILDING |
| | SHALL BE ASSUMED TO BE ZERO UNLESS SUCH |
| | GLAZING THAT RECEIVES POSITIVE PRESSURE |
| | IS IMPACT RESISTANT OR PROTECTED WITH AN |
| | IMPACT RESISTANT COVERING MEETING THE |
| | REQUIREMENTS OF SSTD 12, ASTM E 1886 AND |
| | ASTM E 1996, OR MIAMI-DADE TAS 201, 202 |
| | AND 203 REFERENCED THEREIN AS FOLLOWS: |
| | 1.GLAZED OPENINGS LOCATED WITHIN 30 |
| | FEET (9.1 M) OF GRADE SHALL MEET THE |
| | REQUIREMENTS OF THE LARGE MISSILE TEST. |
| | 2.GLAZED OPENINGS LOCATED MORE THAN |
| | 30 FEET (9.1 M) ABOVE GRADE SHALL MEET |
| | THE PROVISIONS OF THE SMALL MISSILE |
| | TEST. |
| | |
| | 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: |
| | 1) FIXED WINDOWS- STOREFRONT |
| | 2) OPERTABLE WINDOWS |
| | 3) GLAZED DOORS, BOTH SWING AND SLIDE |
| | 4) METAL HOLLOW CORE EXTERIOR DOORS & LOUVERS. |
| | 5) PRE-ENGINEERED ROOF ACCESS HATCHES |
| | 6) MULLIONS VERTICAL & HORIZONTAL |
| | 7) EXTERIOR ROLL UP, OR SECTIONAL DOOR |
| | 8) SKYLIGHTS |
| | 9)PANEL WALL SYSTEMS: SIDING, SOFFITS, EFIS |
| | SYSTEMS, LOUVERS |
| | 9)ROOFING ASSEMBLIES, |
| | 10) PRE-ENGINEERED ROOF STANDS |
| | |
| | NOTE PLEASE REVIEW COMMENT# 8:)W P B ADMINISTRTIVE |
| | CODE 106.3.3* |
| | PRODUCT APPROVALS. THOSE PRODUCTS 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. |
| | |
| | ADDITIONAL COMMENTS MAY APPEAR ON THE NEXT REVIEW |
| | BECAUSE OF THE |
| | FIRST ROUND RESPONCES OR ADDITIONAL INFORMATION |
| | REQUESTED. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
