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] |