| Date |
Text |
| 2006-12-04 16:24:25 | |
| | |
| | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 06110152 |
| | ADD: 807 N. FLAGLER DR. |
| | CONT: ANDERSON-MOORE |
| | TEL: (561)662-1819 |
| | |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS TO THE ADMINISTRATIVE |
| | CODE |
| | |
| | 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) 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. |
| | |
| | 4) NOTE: 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. |
| | |
| | 5)WPB AMENDMENT 105.13.6. W.P.B. CONSTRUCTION |
| | SERVICES DEPARTMENT |
| | REQUEST FOR THRESHOLD BUILDINGS A |
| | SPECIAL INSPECTOR AS REQUIRED BY S. |
| | 553.79(5) FLORIDA STATUTES TO THE MIN- |
| | IMUM INSPECTIONS REQUIRED BY THIS CODE. |
| | CONTACT HAROLD PISKURA MANAGER OF THE |
| | SPECIAL INSPECTOR PROGRAM AT (561) |
| | 805-6711 FOR FURTHER INFORMATION BEFORE |
| | THE PERMIT MAY BE ISSUED. |
| | |
| | 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) PROVIDE FLOOD ZONE ELEVATION |
| | CERTIFICATE FOR NEW CONSTRUTION WITH |
| | BASE FLOOD ELEVATION, CITY CODE REQUIRES |
| | AN ADDITIONAL 6". |
| | |
| | 8)SHEET LS2.1.0 THE EXISTING AUDITORIUM (SOUTHWEST |
| | CORNER) 4 SETS OF DOUBLE DOORS |
| | 2 SETS SAY NO EXITS THERE IS NO EXIT SIGNS LOCATED AT |
| | THE OTHER |
| | REMAINING DOORWAY.IF IN FACT THE 2 REMAINING |
| | DOORWAYS ARE THE REQUIRED EXITS |
| | THE ISSUE IS THE SOUTH PAIR OF DOORS, AS AN ACCESSIBLE |
| | MEANS OFEGRESS.THERE |
| | APPEARS TO BE A NEW RETAINING WALL AND STAAIRWAY. |
| | PLEASE PROVIDE THE DIMENSION |
| | FROM THE CORNER OF THE BUILDING TO THE END OF THE |
| | HORIZONTAL PROJECTION OF THE STAIR |
| | HANDRAIL? |
| | 1020.2 WIDTH. THE WIDTH OF EXIT PASSAGEWAYS SHALL BE |
| | DETERMINED AS SPECIFIED IN |
| | SECTION 1005.1 BUT SUCH WIDTH SHALL NOT BE LESS THAN 44 |
| | INCHES (1118 MM), EXCEPT |
| | THAT EXIT PASSAGEWAYS SERVING AN OCCUPANT LOAD OF LESS |
| | THAN 50 SHALL NOT BE LESS |
| | THAN 36 INCHES (914 MM) IN WIDTH. |
| | |
| | 9A) SHEET LS2.1.0 STAIR# 4 VERSES THE CORRIDOR DIRECTLY |
| | TO THE NORTH. THE CORRIDOR |
| | INDICATES THERE WILL BE AN OCCUPANT LOAD OF 203, BUT |
| | SCALES OUT TO BE APPROXIMATELY 4.5' NOT THE MINIMUM |
| | REQUIRED 72". |
| | 1016.2 EXCEPTION# 4.SEVENTY-TWO INCHES (1829 MM) IN |
| | GROUP E WITH A |
| | CORRIDOR HAVING A REQUIRED CAPACITY OF 100 OR MORE. |
| | NOTE THE ENLARGED EXISTING AUDITORIUM FLOOR EGRESS PLAN |
| | DOES NOT HAVE A SCALE TO REFRENCE TOO. |
| | |
| | 9B) SHEET LS2.10 FIRST FLOOR LOBBY INDICATES AN |
| | OCCUPANT LOAD, BUT THE ENTRY NOR THE ELEVATOR LOBBY DO |
| | NOT SHOW AN OCCUPANT LOAD, THE SAME HOLDS TRUE FOR THE |
| | 2ND FLOOR ELEVATOR LOBBY, |
| | CAN BE CONSIDERED A PREFUNCTION AREA. TAKE OUT THE |
| | REQUIRED EGRESS PATH AND ASIGN AN |
| | OCCUPANT LOAD TO THE REMAINING AREA.TABLE 1004.1.2. |
| | THIS MAY REQUIRE ADDITIONAL EXITS TABLE 1018.1 AND THE |
| | AMOUNT OF ACCESSIBLE ENTRANCES. |
| | |
| | 10)LS2.1.0 & A4.1.4 FIRST FLOOR ENTRY RAMP, THE |
| | INTERMEDIATE LANDING |
| | DOES NOT MEET THE REQUIRED MINIMUM LANDING SIZE. |
| | 11-4.8.4(3) IF RAMPS |
| | CHANGE DIRECTION AT LANDINGS, THE MINIMUM LANDING SIZE |
| | SHALL BE 60" X 60". |
| | |
| | 11)A4.1.4 FIRST FLOOR ENTRY RAMP THERE IS A COLUMN AT |
| | THE TOP |
| | OF THE LANDING WITH A CLEAR MEASUREMENT OF 3'-0". |
| | 11-4.8.3. CLEAR WIDTH. THE MINIMUM |
| | CLEAR WIDTH OF A RAMP SHALL BE 36". |
| | EXCEPTION: RAMPS THAT ARE PART OF A |
| | REQUIRED MEANS OF EGRESS SHALL NOT BE |
| | LESS THAN 44 INCHES WIDE. |
| | |
| | 12) A4.1.4 RAMP WITH HANDRAILS SHOWS A DIMENSION OF |
| | 3'-7 1/4" OVER ALL WHERE AS |
| | 11-4.8.3 REQUIRES A 44" CLEAR WIDTH, SEE FIGURE 17 44" |
| | IS TAKEN BETWEEN THE HANDRAILS. |
| | |
| | 13) LS2.1.0 THIS PLAN INDICATES THE FIRST FLOOR LEVEL, |
| | PLANS DO NOT INDICATE |
| | WHAT GRADE LEVELS THIS SCHOOL WILL BE USED FOR |
| | ELEMENTARYM OR MIDDLE |
| | SCHOOLS ETC? IT COULD BE ASSUMED THAT THERE WILL BE A |
| | CHILD DROP OFF ZONE, |
| | NOT DEPICTED ON THIS PLAN, IF CHILDREN ARE TO BE |
| | DROPPED OFF THE DROP OFF |
| | ZONE SHALL COMPLY WITH : 11-4.6.6 PASSENGER LOADING |
| | ZONES. |
| | PASSENGER LOADING ZONES SHALL PROVIDE AN ACCESS AISLE |
| | AT LEAST 60 INCHES (1525 MM) WIDE |
| | AND 20 FEET (6096 MM) LONG ADJACENT AND PARALLEL TO THE |
| | VEHICLE PULL-UP SPACE |
| | (SEE FIGURE 11-10 ). IF THERE ARE CURBS BETWEEN THE |
| | ACCESS AISLE AND THE VEHICLE PULL-UP |
| | SPACE, THEN A CURB RAMP COMPLYING WITH SECTION 11-4.7 |
| | SHALL BE PROVIDED. VEHICLE STANDING |
| | SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE |
| | SLOPES NOT |
| | EXCEEDING 1:50 (2 PERCENT) IN ALL DIRECTIONS. |
| | |
| | 14) SHEET LS2.1.0 INDICATES THE USE OF DISSABLED |
| | PARKING IN THE GARAGE, NO INFORMATION ON "VAN |
| | ACCESSIBLE " |
| | PARKING. |
| | 11-4.6.4 SIGNAGE. |
| | EACH ACCESSIBLE PARKING SPACE MUST BE PROMINENTLY |
| | OUTLINED WITH BLUE PAINT, AND |
| | MUST BE REPAINTED AS NECESSARY, TO BE CLEARLY |
| | DISTINGUISHABLE AS A PARKING SPACE |
| | DESIGNATED FOR PERSONS WHO HAVE DISABILITIES AND MUST |
| | BE POSTED WITH A PERMANENT |
| | ABOVE-GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF |
| | ACCESSIBILITY, MEETING THE |
| | REQUIREMENTS OF COLOR AND DESIGN APPROVED BY THE |
| | DEPARTMENT OF TRANSPORTATION, OF |
| | SECTION 11-4.30.7 AND THE CAPTION ?PARKING BY DISABLED |
| | PERMIT ONLY.? SUCH |
| | SIGN ERECTED AFTER OCTOBER 1, 1996, MUST INDICATE THE |
| | PENALTY FOR ILLEGAL USE OF THE SPACE. |
| | VAN ACCESSIBLE PARKING SPACES LOCATED WITHIN A PARKING |
| | STRUCTURE SHALL HAVE AN |
| | ADDITIONAL SIGN READING ?VAN ACCESSIBLE? MOUNTED BELOW |
| | THE SYMBOL OF ACCESSIBILITY. |
| | SUCH SIGNS SHALL BE LOCATED SO THEY CANNOT BE OBSCURED |
| | BY A VEHICLE PARKED IN THE SPACE. |
| | |
| | 15) SIGNAGE REQUIEMENTS: 11-4.1.2(7) (7)BUILDING |
| | SIGNAGE. SIGNS WHICH DESIGNATE |
| | PERMANENT ROOMS AND SPACES SHALL COMPLY WITH SECTIONS |
| | 11-4.30.1 , 11-4.30.4 , |
| | 11-4.30.5 AND 11-4.30.6 . OTHER SIGNS WHICH PROVIDE |
| | DIRECTION TO, OR INFORMATION ABOUT, |
| | FUNCTIONAL SPACES OF THE BUILDING SHALL COMPLY WITH |
| | SECTIONS 11-4.30.1 , 11-4.30.2 , |
| | 11-4.30.3 , AND 11-4.30.5 . ELEMENTS AND SPACES OF |
| | ACCESSIBLE FACILITIES WHICH SHALL |
| | BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF |
| | ACCESSIBILITY AND WHICH SHALL COMPLY WITH |
| | SECTION 11-4.30.7 ARE: |
| | (A)PARKING SPACES DESIGNATED AS RESERVED FOR |
| | INDIVIDUALS WITH DISABILITIES; |
| | (B)ACCESSIBLE PASSENGER LOADING ZONES; |
| | (C) ACCESSIBLE ENTRANCES WHEN NOT ALL ARE ACCESSIBLE |
| | (INACCESSIBLE ENTRANCES |
| | |
| | 16)PLEASE IDENTIFY ON EITHER LIFE SAFETY OR |
| | ACHITECTURAL PLAN A CUT SECTION |
| | THROUGH THE STAIRWELLS TO TIE TO THE SECTIONS ON |
| | A5.2.1/ A5.2.2. |
| | |
| | 17) SHEET A5.2.1 STAIR WELL DETAIL# 2 IS MISSING THE |
| | 1'-0" HORIZONTAL EXTENSION , |
| | EVEN THOUGH THERE ISA NOTE INDICATING SUCH! |
| | 11-4.9.4(2) |
| | |
| | 18)SHEET A5.2.1/ A5.2.2 BOTH INDICATE STEEL STAIRS |
| | ,PLEASE NOTE |
| | OPEN RISERS ARE NOT PERMITTED. 11-4.9.2. |
| | |
| | 19) A2.1.1 PLEASE PROVIDE SIGNAGE IN STAIR TOWER# 1 AS |
| | TO WHICH DOOR |
| | LEADS YOU TO THE EXTERIOR OF THE BUILDING AND NOT BACK |
| | INTO THE PARKING GARAGE. |
| | PLEASE PROVIDE THE SAME SIGNAGE FOR STAIR TOWER# 2. |
| | |
| | 20)SHEET A2.2.1 THE CLASSROOM# 3 INDICATES THE USE OF |
| | VERTICAL RISERS, SHOW COMPLIANCE WITH VERTICAL |
| | ACCESSIBILITY TO ALL LEVELS OF THE RISERS?11-4.1.2 |
| | VERTICAL ACCESSIBILITY, |
| | NOTHING IN THIS CODE SHALL BE CONSTRUED |
| | TO RELIEVE THE OWNER OF ANY BUILDING, |
| | SSTRUCTURE OR FACILITY FROM THE DUTY TO |
| | PROVIDE VERTICAL ACCESSIBILITY TO ALL |
| | LEVELS ABOVE OR BELOW THE OCCUPIAABLE |
| | GRADE LEVEL. |
| | |
| | 21) SHEET A2.2.1 CLOSET 224E IS MISSING THE 18" ON THE |
| | PULL SIDE OF DOOR. |
| | 11-4.13.6 MANEUVERING CLEARENCES |
| | AT DOORS. MINIMUM MANEUVERING CLEARANCES |
| | 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 CLEARANCES SHALL BE |
| | CLEAR & LEVEL. |
| | |
| | 22) SHEET A2.2.1CLASSROOM# 3 (DRAMA) DOOR A/232A ALSO |
| | IS |
| | MISSING THE 18" ON THE PULL SIDE OF DOOR.11-4.13.6 |
| | MANEUVERING CLEARENCES |
| | AT DOORS. MINIMUM MANEUVERING CLEARANCES |
| | 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 CLEARANCES SHALL BE |
| | CLEAR & LEVEL. |
| | |
| | 23) SHEET A2.2.1 GYMNASIUM DOES INDICATE DISSABLED |
| | SEATING ON THE MAIN FLOOR BUT NO |
| | SEATING ABOVE THE MAIN FLOOR, MISSING VERTICAL |
| | ACCESSIBILITY. |
| | 11-4.1.2 VERTICAL ACCESSIBILITY, |
| | NOTHING IN THIS CODE SHALL BE CONSTRUED |
| | TO RELIEVE THE OWNER OF ANY BUILDING, |
| | SSTRUCTURE OR FACILITY FROM THE DUTY TO |
| | PROVIDE VERTICAL ACCESSIBILITY TO ALL |
| | LEVELS ABOVE OR BELOW THE OCCUPIAABLE |
| | GRADE LEVEL. 11-4.33.3 GIVES AN EXCEPTION IF THE FLOOR |
| | HAS A |
| | SLOPED FLOOR GREATER THAN 5%. THE GYMNASIUM FLOOR HAS |
| | NO SLOPE. |
| | THE OWNER MAY WANT TO APPLY TO THE STATE FOR A |
| | VARIANCE |
| | |
| | TO THE VERTICAL ACCESSIBLITY |
| | REQUIREMENTS. |
| | |
| | 24)SHEET A3.2.1 DETAIL# 3,A 5.1.3DETAIL# 2 & S-8 |
| | DETAIL# 3 ALL INDICATE |
| | THAT THERE IS 2 LAYERS OF SHEATHING ON TOP OF METAL |
| | DECK CONTNECTED TO METAL TRUSSES. |
| | IN ALL CASES THERE IS NO MENTION AS TO WHAT TYPE OF |
| | MATERIAL WILL MAKE UP THE 2 |
| | LAYERS OF ROOF SHEATHING? 106.2.1*. ADDITIONAL |
| | INFORMATION REQUIRED. |
| | |
| | 25)SHEET A5.1.1: |
| | 25A) PLANS INDICATE ON THE EXTERIOR OF THE BUILDING |
| | MOULDINGS AT VARIOUS AREAS, PLEASE PROVIDE ADDITIONAL |
| | INFORMATION AS TO THE TYPE OF MOULDING AND ATTACHMENT. |
| | 1406.2.2 ARCHITECTURAL TRIM. |
| | IN BUILDINGS OF TYPE I, II, III AND IV CONSTRUCTION |
| | THAT DO NOT EXCEED THREE STORIES OR 40 FEET (12 192 MM) |
| | IN HEIGHT ABOVE GRADE PLANE, EXTERIOR WALL COVERINGS |
| | SHALL BE PERMITTED TO BE CONSTRUCTED OF WOOD WHERE |
| | PERMITTED BY SECTION 1405.4 OR OTHER EQUIVALENT |
| | COMBUSTIBLE MATERIAL. COMBUSTIBLE EXTERIOR WALL |
| | COVERINGS, OTHER THAN FIRE-RETARDANT-TREATED WOOD |
| | COMPLYING WITH SECTION 2303.2 FOR EXTERIOR |
| | INSTALLATION, SHALL NOT EXCEED 10 PERCENT OF AN |
| | EXTERIOR WALL SURFACE AREA WHERE THE FIRE SEPARATION |
| | DISTANCE IS 5 FEET (1524 MM) OR LESS. ARCHITECTURAL |
| | TRIM THAT EXCEEDS 40 FEET (12 192 MM) IN HEIGHT ABOVE |
| | GRADE PLANE SHALL BE CONSTRUCTED OF APPROVED |
| | NONCOMBUSTIBLE MATERIALS AND SHALL BE SECURED TO THE |
| | WALL WITH METAL OR OTHER APPROVED NONCOMBUSTIBLE |
| | BRACKETS. |
| | |
| | 25B)BAR JOIST ALSO INDICATE SPRAY ON FIREPROOFING, |
| | PLEASE PROVIDE ADDITIONAL INFORMATION AS TO THE PRODUCT |
| | INFORMATION, 106.2.1* |
| | |
| | 25C)PLANS ALSO INDICATE THE USE OF 12" BLOCK WITH |
| | FOAM IN PLACE INFORMATION, PLEASE PROVIDE PRODUCT |
| | INFORMATION, 106.2.1*. |
| | |
| | 26)A5.2.1 PLEASE PROVIDE A CROSS SECTION OF THE |
| | SPANDREL GLASS AND SLAB DETAIL |
| | PROVIDING INFORMATION AS TO FIRE RATING AND MATERIALS |
| | USED TO DO SO. PLEASE ALSO |
| | PROVIDE THE UL LISTING FOR THIS HORIZONTAL FLOOR |
| | ASSEMBLY. 711.3 FIRE RESISTANCE RATING. |
| | |
| | 27)SHEET A5.2.3STAIR DETAIL# 1. PLANS INDICATE THE |
| | CENTER HANDRAILS BUT NOT THE OUTER GUARDRAILS.1012.1. |
| | |
| | 28)A7.2.1 DOOR SCHEDULE INDICATES DOOR RATINGS AS "B" |
| | RATINGS, PLEASE |
| | SEE TABLE 715.3 DOOR RATINGS ARE INDICATIED IN HRS. B |
| | LABEL DOORS COULD HAVE A 1 HR RATING |
| | |
| | 29)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. |
| | |
| | 30)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 |
| | |
| | 31)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: |
| | A) EXTERIOR GLAZED SWING DOORS, SINGLE AND PAIRSB) |
| | EXTERIOR HOLLOW METAL FRAME DOORS, SINGLE AND PAIRSC) |
| | ROOF HATCHES |
| | D) FIXED WINDOWS |
| | E) OPERTABLE WINDOWS |
| | F) SPANDREL GLASS |
| | G) MULLIONS VERTICAL AND HORIZONTAL |
| | H) WALL LOUVERS |
| | I) ROOFING ASSEMBLIES, ROOFING INSULATION, FLAT ROOFS |
| | MODIFIED, |
| | J) STRUCTURAL ANCHORS TRUSS ANCHORS |
| | ROOF TILE AND ASSEMBLIES. |
| | THIS INFORMATION WILL BE NEEDED FOR A REVIEW OF ROOFING |
| | PRODUCTS: |
| | THIS ROOF IS MISSING OR NOT IN |
| | COMPLIANCE WITH THE FOLLOW ITEMS: |
| | |
| | ___ CONTRACTOR DID NOT PROVIDE THE MEAN |
| | |
| | ROOF HEIGHT. |
| | |
| | ___ CONTRACTOR DID NOT INDICATE THE ROOF |
| | PITCH. |
| | |
| | ___ CONTRACTOR FAILED TO INDICATE WHICH |
| | SYSTEM TO BE USED. |
| | |
| | ___ THE SYSTEM PROVIDED HAS A LOW |
| | PRESSURE FOR ZONE ___ . |
| | |
| | ___ THE SYSTEM PROVIDED STATES |
| | LIMITATION# 7, SHOULD THE FASTENER |
| | RESISTANCE BE LESS THAN THAT |
| | REQUIRED, AS DETERMINED BY THE |
| | BUILDING OFFICIAL, A REVISED |
| | FASTENER SPACING, PREPARED , SIGNED |
| | AND SEALED BY A FLORIDA REGISTERED |
| | PROFESSIONAL ENGINEER, REGISTERED |
| | ARCHITECT OR REGISTERED ROOF |
| | CONSULTANT MAY BE SUBMITTED. |
| | |
| | ___THE SYSTEM PROVIDED INDICATES |
| | LIMITATION# 9, NO ENHANCED |
| | FASTENING ALLOWED. |
| | |
| | 32) )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. |
| | |
| | 33) S-3.1 DISCREPANCY, TRUSS ANCHOR SCHEDULE THE VALUE |
| | |
| | FOR THE ANCHORS IS REVERSED, PLEASE SEE ATTACHED SHEET |
| | FROM SIMPSON STRONGTIE. |
| | |
| | 34)SHEET LS2.2.0 & LS2.3.0 PLEASE PROVIDE |
| | DOCUMENTATION OR COMPLIANCE WITH: |
| | 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. |
| | |
| | 35)A9.1.1 500 SERIES CONCRETE MASONARY UNITS VARIOUS |
| | SHEETS |
| | INDICATE THE BLOCK TO BE PART OF A RATED ASSEMBLY, 1 |
| | HR |
| | |
| | BUT THERE IS NO INFORMATION HOW THE 1 HR RATING WILL BE |
| | MAINTAINED |
| | WHEN ADJOINING TO PAN DECK? SECTION 713.1 FIRE |
| | RESISTANT JOINT SYSTEMS |
| | |
| | 36) 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 |
| | E-MAIL: [email protected] |
