| Date |
Text |
| 2007-02-01 06:58:03 | |
| | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 06111067 |
| | ADD: 2437 METROCENTRE BLVD |
| | CONT: AUTOBUILDERS |
| | TEL: (561)310-7735 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | SPRINGHILL SUITES BY MARIOTT |
| | FIVE STORY/ 130 UNITS |
| | |
| | 1ST REVIEW |
| | 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 OF COMMENCEMENT 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) 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 . |
| | |
| | 4) WEST PALM BCH ADMINISTRATIVE CODE109.3.6 |
| | THIS BUILDING IS CONSIDERED A THRESHOLD BUILDING, |
| | REQUIRING THREE SETS |
| | OF ALL DOCUMENTS TO BE SUBMITTED TO THE BUILDING |
| | DEPARTMENT, PLANS, |
| | REPORTS, SUBMITTALS AND OR PRODUCT APPROVALS. |
| | |
| | 5) FL S. S. 553.71(7) " THRESHOLD |
| | BUILDING" MEANING ANY BUILDING WHICH IS |
| | GREATER THAN (3) STORIES OR 50 FT IN |
| | HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPAN |
| | CY CLASSIFICATION AS DEINED IN THE |
| | FLORIDA BUILDING CODE WHICH EXCEEDS |
| | 5,000 SQ FT IN AREA AND AN OCCUPANT |
| | CONTENT OF GREATER THAN 500 PERSONS. |
| | 105.13.1 THE ENFORCING AGENCY SHALL |
| | REQUIRE A SPECIAL INSPECTOR TO PERFORM |
| | STRUCTURAL INSPECTIONS ON A THRESHOLD |
| | BUILDING PURSUANT TO A STRUCTURAL |
| | INSPECTION PLAN PREPARED BY THE |
| | ENGINEER OF RECORD. THE STRUCTURAL |
| | INSPECTION PLAN MUST BE SUBMITTED TO THE |
| | ENFORCING AGENCY PRIOR TO THE ISSUANCE |
| | OF A BUILDING PERMIT FOR THE |
| | CONSTRUCTION OF A THRESHOLD BUILDING. |
| | THE PURPOSE OF THE STRUCTURL INSPECTION |
| | PLAN IS TO PROVIDE SPECIFIC INSPECTION |
| | PROCEDURES AND SCHEDULES SO THAT THE |
| | BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE |
| | WITH THE PERMITTED DOCUMENTS. |
| | |
| | 6) 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. |
| | |
| | 7) W.P.B. AMENDMENT 105.13.4.4 ALL |
| | PLANS FOR THE BUILDING WHICH ARE |
| | REQUIRED TO BE SIGNED AND SEALED BY THE |
| | ARCHITECT OR ENGINEER OF RECORD CON- |
| | TAIN A STATEMENT THAT, TO THE BEST OF |
| | THE ARCHITECT'S PR ENGINEER'S KNOWLEDGE, |
| | THE PLANS AND SPECIFICATIONS COMPLY WITH |
| | THE APPLICABLE FIRE-SAFETY STANDARDS AS |
| | DETERMINED BY THE LOCAL AUTHORITY IN |
| | ACCORDANCE WITH THIS SECTION AND 633 |
| | FLORIDA STATUTE. |
| | |
| | 8) PLEASE 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. |
| | |
| | 9) 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. |
| | |
| | 10) PFVS ARCHITECTURE PLANNING AND INTERIORS |
| | IS MISSING THE FIRMS CERTIFICATE OF AUTHORIZATION. |
| | 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. |
| | |
| | 11) MISSING INFORMATION ON THE ARCHITECTS (PFVS) |
| | TITLEBLOCK, |
| | 61G1-16.004 FL. ADMIN. CODE. PLANS |
| | PREPARED BY A REGISTERED ARCHITECT SHALL |
| | INCLUDE A TITLE BLOCK WHICH MUST: |
| | - STATE THE FIRM NAME, ADDRESS AND |
| | TELEPHONE NUMBER |
| | - STATE THE FIRM LICENSE NUMBER |
| | - STATE PROJECT NAME OR IDENTIFICATION |
| | - STATE DATE PREPARED |
| | - INCLUDE AN ORIGINAL SIGNATURE AND |
| | DATED SEAL |
| | - INCLUDE THE PRINTED NAME OF THE |
| | ARCHITECT SEALING THE PLANS |
| | |
| | 12) SHEET G.000 THIS SHEET INDICATES NIELSEN STRUCTURAL |
| | ENGINEERING |
| | AS ONE OF THE FIRMS WORKING ON THIS PROJECT BUT THEY |
| | ARE NOT NOTED ON |
| | THE STRUCTURAL SHEETS? 106.1.2* |
| | |
| | 13) SHEET G-000 |
| | 13A) THE PROJECT INDICATES THIS TO BE A (5) STORY, TYPE |
| | I-B SPRINKLERED BUILDING, THERE ARE NO PLANS FOR FIRE |
| | SPRINKLERS IN THE PLANS. FL S S 553.895(2) REQUIRES |
| | BUILDINGS 3 STORIES OR MORE TO HAVE FIRE SPINKLERS, |
| | SUBMIT PLANS FOR REVIEW BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 14) SHEET A-401, PLEASE PROVIDE THE ELEVATIONS, CHANGE |
| | IN GRADE FROM UNDER THE PORTICO TO THE LOBBY, (DROP OFF |
| | AREA) PLANS ARE NOT CLEAR AS TO IF THERE IS A CURB OR |
| | ALL AT GRADE LEVEL. 11-4.5.2 CHANGES IN LEVEL. |
| | |
| | 15) SHEET A-401, THE FRONT ENTRY DOORS (VESTIBULE) |
| | APPEAR TO BE HORIZONTAL SLIDING DOORS, PLEASE PROVIDE |
| | INFORMATION FOR MANUAL LY OPERATED (BREAK AWAY) IF LOSS |
| | OF POWER. SECTION 1008.1.3.3. |
| | |
| | 16) SHEET A-101: |
| | 16A) PLANS INDICATE 2 - 5 STORY STAIRWELLS THE DOOR |
| | SCHEDULE DOESN'T INDICATE 1 1/2 HR PROTECTIVES. PLEASE |
| | INDICATE IN HRS AND IN MINUTES THE OPENING PROTECTIVE |
| | RATING.707.4/ TABLE 715.3. |
| | |
| | 16B) FIRE PUMP ROOM 132 ALSO REQUIRES 2 HR RATED WALLS |
| | SEE NFPA 20:5.1.12.1.1. OPENING PROTECTIVE FOR DOOR 1 |
| | 1/2 HR .TABLE 715.3. |
| | |
| | 16C) ROOM # 160 DOMESTIC WATER HEATER ROOM INDICATES A |
| | SHAFT BUT NO WALL RATINGS ARE PROVIDED. 707.4 |
| | |
| | 16D) ROOM 136C LAUNDRY TERMINATION ROOM, THE ROOM |
| | REQUIRES A 1 HR FIRE RATING SHEET A-401 ENLARGED PLAN |
| | IS MISSING RATED WALLS.707.13.4. |
| | 707.13.2 MATERIALS. |
| | A SHAFT ENCLOSURE CONTAINING A REFUSE OR LAUNDRY CHUTE |
| | SHALL BE CONSTRUCTED OF MATERIALS AS PERMITTED BY THE |
| | BUILDING TYPE OF CONSTRUCTION. |
| | |
| | 16E) ROOM 136C LAUNDRY ROOM TERMINATION ROOM DOOR |
| | REQUIRES 3/4HR RATING SEE DOOR SCHEDULETABLE |
| | 715.3/.707.13.4 TERMINATION ROOM. |
| | REFUSE AND LAUNDRY CHUTES SHALL DISCHARGE INTO AN |
| | ENCLOSED ROOM COMPLETELY SEPARATED FROM THE REMAINDER |
| | OF THE BUILDING BY CONSTRUCTION THAT HAS A |
| | FIRE-RESISTANCE RATING OF NOT LESS THAN 1 HOUR AND |
| | OPENINGS INTO THE TERMINATION ROOM SHALL BE PROTECTED |
| | BY OPENING PROTECTIVES HAVING A FIRE PROTECTION RATING |
| | OF NOT LESS THAN ? HOUR AND SHALL BE SELF-CLOSING OR |
| | AUTOMATIC-CLOSING UPON THE DETECTION OF SMOKE. REFUSE |
| | CHUTES SHALL NOT TERMINATE IN AN INCINERATOR ROOM. |
| | REFUSE AND LAUNDRY ROOMS THAT ARE NOT PROVIDED WITH |
| | CHUTES NEED ONLY COMPLY WITH TABLE 302.1.1 . |
| | |
| | 16F) PLANS INDICATE THE USE OF BLOCK WALLS SEPERATING |
| | THE CORRIDORS FROM THE INDIVIDUAL SUITES SECTION 3A OR |
| | 3B PLEASE PROVIDE THE STC RATING FOR WALLS. |
| | SEE A-401 ENLARGED PLAN. 1207.2 AIR-BORNE SOUND. WALLS, |
| | PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING |
| | DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR |
| | SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS |
| | (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) FOR |
| | AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM E |
| | 90. PENETRATIONS OR OPENINGS IN CONSTRUCTION ASSEMBLIES |
| | FOR PIPING; ELECTRICAL DEVICES; RECESSED CABINETS; |
| | BATHTUBS; SOFFITS; OR HEATING, VENTILATING OR EXHAUST |
| | DUCTS SHALL BE SEALED, LINED, INSULATED OR OTHERWISE |
| | TREATED TO MAINTAIN THE REQUIRED RATINGS. THIS |
| | REQUIREMENT SHALL NOT APPLY TO DWELLING UNIT ENTRANCE |
| | DOORS; HOWEVER, SUCH DOORS SHALL BE TIGHT FITTING TO |
| | THE FRAME AND SILL. |
| | |
| | 16G) LAUNDRY CHUTE:707.13.6 AUTOMATIC FIRE SPRINKLER |
| | SYSTEM. |
| | AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE |
| | INSTALLED IN ACCORDANCE WITH SECTION 903.2.10.2 . |
| | 903.2.10.2 RUBBISH AND LINEN CHUTES. |
| | AN AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED AT THE |
| | TOP OF RUBBISH AND LINEN CHUTES AND IN THEIR TERMINAL |
| | ROOMS. CHUTES EXTENDING THROUGH THREE OR MORE FLOORS |
| | SHALL HAVE ADDITIONAL SPRINKLER HEADS INSTALLED WITHIN |
| | SUCH CHUTES AT ALTERNATE FLOORS. CHUTE SPRINKLERS SHALL |
| | BE ACCESSIBLE FOR SERVICING. |
| | |
| | 16H) THE PLANS (A-401 ENLARGED) ALSO INDICATE SUITES |
| | 104 & 106, THERE IS NO WALL TYPE IDENTIFICATION. |
| | PROVIDE THE STC RATING BETWEEN ROOM. |
| | 1207.2 AIR-BORNE SOUND. |
| | WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES |
| | SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM |
| | PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION |
| | CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) |
| | FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM |
| | E 90. PENETRATIONS OR OPENINGS IN CONSTRUCTION |
| | ASSEMBLIES FOR PIPING; ELECTRICAL DEVICES; RECESSED |
| | CABINETS; BATHTUBS; SOFFITS; OR HEATING, VENTILATING OR |
| | EXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED OR |
| | OTHERWISE TREATED TO MAINTAIN THE REQUIRED RATINGS. |
| | THIS REQUIREMENT SHALL NOT APPLY TO DWELLING UNIT |
| | ENTRANCE DOORS; HOWEVER, SUCH DOORS SHALL BE TIGHT |
| | FITTING TO THE FRAME AND SILL. |
| | |
| | 16I) THIS SAME SITUATION SHALL OCCUR BETWEEN SUITES |
| | BETWEEN FLOORS, SHOW COMPLIANCE WITH: |
| | 1207.3 STRUCTURE-BORNE SOUND. |
| | FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR |
| | BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA |
| | WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION |
| | CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD |
| | TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492. |
| | |
| | 16J) ENLARGED PLAN A-401 ELECTRIC ROOM 147 INDICATES |
| | THE USE OF SPANDRIAL GLASS THIS LOCATION? 106.1.2. |
| | ADDITIONAL INFORMATION. |
| | |
| | 16K) PLEASE PROVIDE LAUNDRY SHUTE DETAILS: 707.13.2 |
| | MATERIALS. |
| | A SHAFT ENCLOSURE CONTAINING A REFUSE OR LAUNDRY CHUTE |
| | SHALL BE CONSTRUCTED OF MATERIALS AS PERMITTED BY THE |
| | BUILDING TYPE OF CONSTRUCTION. |
| | |
| | 16L) BOTH A-101 & A-401 SHOW A VENDING ROOM # 157 AND |
| | NO ACCESS. 106.1.2* ADDITIONAL INFO REQUIRED. |
| | |
| | 16M) PLEASE PROVIDE CODE COMPLIANCE FOR HEADROOM |
| | CLEARENCE UNDER STAIRWELLS, 11-4.4.2 HEADROOM. WALKS, |
| | HALLS, CORRIDORS, PASSAGEWAYS, AISLES, OR OTHER |
| | CIRCULATION SPACES SHALL HAVE 80 INCHES (2030 MM) |
| | MINIMUM CLEAR HEAD ROOM [SEE FIGURE 11-8 (A)]. IF |
| | VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE |
| | ROUTE IS REDUCED TO LESS THAN 80 INCHES (2032 MM) |
| | (NOMINAL DIMENSION), A BARRIER TO WARN BLIND OR |
| | VISUALLY-IMPAIRED PERSONS SHALL BE PROVIDED [SEE FIGURE |
| | 11-8 (C-1)]. |
| | |
| | 16N) SHEET A-101- A-105 ALL CORRIDORS WITH OCCUPANT |
| | LOAD GREATER THAN 10 (R-1) REQUIRES 1-HR RATED |
| | CORRIDORS WITH OPENING PROTECTIVES. PROVIDE |
| | DOOR IDENTIFICATION AND FIRE RATING. SEE SECTION |
| | 715.3. |
| | |
| | |
| | 16O) STAIRWELLS ARE MISSING STANDPIPES,905.1 GENERAL. |
| | STANDPIPE SYSTEMS SHALL BE PROVIDED IN ALL NEW |
| | BUILDINGS IN WHICH: |
| | 1. THE HIGHEST FLOOR IS GREATER THAN 30 FEET (9144 MM) |
| | ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE |
| | ACCESS; OR |
| | 2. THE HIGHEST FLOOR IS MORE THAN THREE STORIES ABOVE |
| | GRADE. |
| | |
| | 16P) PLEASE PROVIDE INFORMATION FOR ELEVATOR CARS TO |
| | ACCOMMODATE AMBULANCE STRETCHER. |
| | 3002.4 ELEVATOR CAR TO ACCOMMODATE AMBULANCE |
| | STRETCHER. |
| | |
| | 16R) PLEASE PROVIDE INFORMATION FOR THE FIRE PUMP, SIZE |
| | OF PUMP, TYPE OF PUMP FUEL LOADS IF NOT ELECTRIC. |
| | |
| | IN BUILDINGS FOUR STORIES IN HEIGHT OR MORE, AT LEAST |
| | ONE ELEVATOR SHALL BE PROVIDED FOR FIRE DEPARTMENT |
| | EMERGENCY ACCESS TO ALL FLOORS. SUCH ELEVATOR CAR SHALL |
| | BE OF SUCH A SIZE AND ARRANGEMENT TO ACCOMMODATE A |
| | 24-INCH BY 76-INCH (610 MM BY 1930 MM) AMBULANCE |
| | STRETCHER IN THE HORIZONTAL, OPEN POSITION AND SHALL BE |
| | IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY |
| | MEDICAL SERVICES (STAR OF LIFE). THE SYMBOL SHALL NOT |
| | BE LESS THAN 3 INCHES (76 MM) HIGH AND SHALL BE PLACED |
| | INSIDE ON BOTH SIDES OF THE HOISTWAY DOOR FRAME. |
| | |
| | 176Q) STAIRWELL# 2 IS MISSING THE STANDPIPE: |
| | 905.1 GENERAL. |
| | STANDPIPE SYSTEMS SHALL BE PROVIDED IN ALL NEW |
| | BUILDINGS IN WHICH: |
| | 1. THE HIGHEST FLOOR IS GREATER THAN 30 FEET (9144 MM) |
| | ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE |
| | ACCESS; OR |
| | 2. THE HIGHEST FLOOR IS MORE THAN THREE STORIES ABOVE |
| | GRADE |
| | |
| | 17) SHEET A-402: |
| | 17A) DETAIL# 7 LAUNDRY ACCESS ROOM INDICATES THE USE OF |
| | A 2 HR RATED WALL BUT NO SOUND TRANSMITION RATING IS |
| | PROVIDED? 1207.2. |
| | |
| | 17B) SHEET A-402 DETAIL# 7 ALSO INDICATES A RECESSED |
| | FIRE EXTINGUISHER CABINET, HOW IS THE 2 HR RATING BEING |
| | MAINTAINED? 106.1.2* |
| | |
| | 17C) SHEET A-402 DETAIL# 7 LAUNDRY ROOM ACCESS DOOR, |
| | THE SCHEDULE NEEDS TO BE IN MINUTES AND HRS. TABLE |
| | 715.3. |
| | |
| | 17D) SHEET A-402 DETAIL# 1, ELEVATOR LOBBY DOORS ARE |
| | NOT IDENTIFIED, FLOORS 2-5 INDICATE AS DOOR *34, DOOR |
| | SCHEDULE INDICATES "C" LABEL REQUIRES |
| | RATING ACCORDING TO TABLE 715.3. THESE DOORS ALSO |
| | INDICATE HOLD OPEN DEVICES, PLANS DO NOT INDICATE IF |
| | TIED TO SMOKE ALARM, SPRINKLER, ETC |
| | |
| | 17E) SHEET A-402 DETAILS 3,4& 5 ALL INDICATE SHAFTS |
| | WITH WALLS NOT RATED (AO). 707.4. |
| | |
| | 18) A-201- A-202 ELEVATIONS INDICATE THE USE OF EFIS |
| | TRIM ABOVE 40' ABOVE GRADE. BUILDING TYPE I-B.SHEETS |
| | A-301, A-302 & A-303. |
| | 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 |
| | |
| | 19) A-303 PARAPET DETAIL DOESN'T INDICATE ANY FASTENING |
| | SYSTEM NOR STRUCTURAL INFORMATION NOR REFRENCE ANY |
| | STRUCTURAL SHEETS? 106.1.2 ADD INFO REQUIRED. |
| | |
| | 20) A-501 & A-502, PARAPET DETAIL DOESN'T INDICATE ANY |
| | FASTENING SYSTEM NOR STRUCTURAL INFORMATION NOR |
| | REFRENCE ANY STRUCTURAL SHEETS? 106.1.2 ADD INFO |
| | REQUIRED. |
| | |
| | 21) SHEET A-106 ROOF PLAN LEFT SIDE OF THE SHEET |
| | INDICATES A DOORWAY ONTO THE FLAT ROOF, SHEET A-105 |
| | STORAGE ROOM BELOW DOESN'T INDICATE STAIRS TO THE ROOF |
| | LEVEL.SHEET A-105,NOTE 6 INDICATES A STEEL LADDER. |
| | 1009.12 ACCESS TO ROOF. |
| | BUILDINGS FOUR STORIES OR MORE IN HEIGHT, EXCEPT THOSE |
| | WITH A ROOF SLOPE GREATER THAN 4:12, SHALL BE PROVIDED |
| | WITH A STAIRWAY TO THE ROOF. SUCH STAIRWAY SHALL BE |
| | MARKED AT STREET AND FLOOR LEVELS WITH A SIGN |
| | INDICATING THAT IT CONTINUES TO THE ROOF. WHERE ROOFS |
| | ARE USED FOR ROOF GARDENS OR FOR OTHER PURPOSES, |
| | STAIRWAYS SHALL BE PROVIDED AS REQUIRED FOR SUCH USE OR |
| | OCCUPANCY. |
| | CODE COMMENTARY: IN BUILDINGS FOUR OR MORE STORIES |
| | HIGH, ROOF THAT ARE NOT USED FOR HABITABLE PURPOSES |
| | MUST BE MADE ACCESSIBLE BY CONVENTIONALSTAIRWAYS. TWO |
| | REASONS FOR THIS ARE ACCESS FOR ROOF OR EQUIPMENT |
| | REPAIR AND FIRE DEPARTMENT ACCESS DURING A FIRE EVENT. |
| | |
| | 22) A-105 THIS SAME NOTE INDICATES 2'X2' ACCESS PANELS |
| | 2ND, 3RD & 4TH FLOORS, FOR WHAT PURPOSE? 106.1.2 |
| | ADDITIONAL INFO REQUIRED. |
| | |
| | 23) SHEET A-106 ROOF DRAINS AND OVERFLOW DRAINS: WHERE |
| | IS THE OUTLET FOR THE OVERFLOW ROOF DRAINS? 106.1.2.ADD |
| | INFO. |
| | |
| | 24) A-402 WATER HEATER ROOMS VS THE END ELEVATIONS |
| | A-201 & A-202 THE END VIEWS INDICATE (2) LOUVERS ONE |
| | WILL END UP IN THE 2 HR FIRE RATED STAIRWAY, |
| | ARE THESE FOR THE GAS FIRED WATERHEATERS? IF SO HOW |
| | WILL THE LOUVER LOCATED IN THE STAIRWELL BE SEPERATED |
| | FROM THE STAIRWELL? |
| | |
| | 25) A-604 & A-605 BOTH INDICATE THE USE OF WOOD BUCKS |
| | FOR WINDOWS AND DOORS. PLANS DO NOT INDICATE HOW THE |
| | BUCKS ARE TO BE FASTENED, |
| | 1714.5.4.1 ANCHORING REQUIREMENTS. |
| | WINDOW AND DOOR ASSEMBLIES SHALL BE ANCHORED IN |
| | ACCORDANCE WITH THE PUBLISHED MANUFACTURER?S |
| | RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE |
| | SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS USED FOR |
| | SUBSTRATES NOT SPECIFIED BY THE FENESTRATION |
| | MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING |
| | PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING |
| | PRACTICE. |
| | |
| | 1714.5.4.2 MASONRY, CONCRETE OR OTHER STRUCTURAL |
| | SUBSTRATE. |
| | WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN 1 1 |
| | / 2 INCHES (38 MM), WINDOW AND DOOR ASSEMBLIES SHALL BE |
| | ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR |
| | SUBFRAME SYSTEM, IN ACCORDANCE WITH THE MANUFACTURER?S |
| | PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE |
| | SECURELY FASTENED DIRECTLY INTO THE MASONRY, CONCRETE |
| | OR OTHER STRUCTURAL SUBSTRATE MATERIAL. UNLESS |
| | OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE |
| | INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE |
| | MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE |
| | LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF |
| | SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED |
| | TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE |
| | ROUGH OPENING SUBSTRATE. |
| | WHERE THE WOOD BUCK THICKNESS IS 1 1 / 2 INCHES (38 MM) |
| | OR GREATER, THE BUCK SHALL BE SECURELY FASTENED TO |
| | TRANSFER LOAD TO THE MASONRY, CONCRETE OR OTHER |
| | STRUCTURAL SUBTRATE AND THE BUCK SHALL EXTEND BEYOND |
| | THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME. WINDOW |
| | AND DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE MAIN |
| | FRAME OR BY JAMB CLIP OR SUBFRAME SYSTEM OR THROUGH THE |
| | FLANGE TO THE SECURED WOOD BUCK IN ACCORDANCE WITH THE |
| | MANUFACTURER?S PUBLISHED INSTALLATION INSTRUCTIONS. |
| | UNLESS OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE |
| | INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE |
| | MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE |
| | LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF |
| | SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED |
| | TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME ASSEMBLY |
| | TO THE SECURED WOOD BUCK. |
| | |
| | 26) SHEET A-606 PUBLIC RESTROOMS INDICATE THE USE OF |
| | V.W.C. ? 1210.2 WALLS. |
| | WALLS WITHIN 2 FEET (610 MM) OF URINALS AND WATER |
| | CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT |
| | SURFACE, TO A HEIGHT OF 4 FEET (1219 MM) ABOVE THE |
| | FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE |
| | MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS |
| | NOT ADVERSELY AFFECTED BY MOISTURE. |
| | |
| | 27) A-701 THE STAIRWELL PLAN DOESN'T INDICATE THE |
| | HANDRAIL EXTENDING PAST THE FIRST RISER ON THE FIRST |
| | FLOOR. |
| | 11-4.9.4(2) AT THE BOTTOM, THE HANDRAIL SHALL CONTINUE |
| | TO SLOPE FOR A DISTANCE OF THE WIDTH OF ONE TREAD FROM |
| | THE BOTTOM RISER; THE REMAINDER OF THE EXTENSION SHALL |
| | BE HORIZONTAL [SEE FIGURE 11-19 (C) AND FIGURE 11-19 |
| | (D)]. HANDRAIL EXTENSIONS SHALL COMPLY WITH SECTION |
| | 11-4.4 . |
| | |
| | 28A) SHEET A-702 DETAIL# 1,PLEASE PROVIDE VENTING FOR |
| | ELEVATORS: |
| | 3004.1 VENTS REQUIRED. |
| | HOISTWAYS OF ELEVATORS AND DUMBWAITERS PENETRATING MORE |
| | THAN THREE STORIES SHALL BE PROVIDED WITH A MEANS FOR |
| | VENTING SMOKE AND HOT GASES TO THE OUTER AIR IN CASE OF |
| | FIRE. |
| | 3004.2 LOCATION OF VENTS. |
| | VENTS SHALL BE LOCATED BELOW THE FLOOR OR FLOORS AT THE |
| | TOP OF THE HOISTWAY, AND SHALL OPEN EITHER DIRECTLY TO |
| | THE OUTER AIR OR THROUGH NONCOMBUSTIBLE DUCTS TO THE |
| | OUTER AIR. NONCOMBUSTIBLE DUCTS SHALL BE PERMITTED TO |
| | PASS THROUGH THE ELEVATOR MACHINE ROOM PROVIDED THAT |
| | PORTIONS OF THE DUCTS LOCATED OUTSIDE THE HOISTWAY OR |
| | MACHINE ROOM ARE ENCLOSED BY CONSTRUCTION HAVING NOT |
| | LESS THAN THE FIRE PROTECTION RATING REQUIRED FOR THE |
| | HOISTWAY. HOLES IN THE MACHINE ROOM FLOORS FOR THE |
| | PASSAGE OF ROPES, CABLES OR OTHER MOVING ELEVATOR |
| | EQUIPMENT SHALL BE LIMITED SO AS NOT TO PROVIDE GREATER |
| | THAN 2 INCHES (51 MM) OF CLEARANCE ON ALL SIDES. |
| | |
| | 28B) A-702 PLANS DO NOT INDICATE REQUIREMENTS FOR |
| | BRAILLE CHARACTERS AT HOISTWAY ENTRANCES. 11-4.10.5 |
| | RAISED AND BRAILLE CHARACTERS ON HOISTWAY ENTRANCES. |
| | ALL ELEVATOR HOIST WAY ENTRANCES SHALL HAVE RAISED AND |
| | BRAILLE FLOOR DESIGNATIONS PROVIDED ON BOTH JAMBS. THE |
| | CENTERLINE OF THE CHARACTERS SHALL BE 60 INCHES (1525 |
| | MM) ABOVE FINISH FLOOR. SUCH CHARACTERS SHALL BE 2 |
| | INCHES (50 MM) HIGH AND SHALL COMPLY WITH SECTION |
| | 11-4.30.4 . PERMANENTLY APPLIED PLATES ARE ACCEPTABLE |
| | IF THEY ARE PERMANENTLY FIXED TO THE JAMBS (SEE FIGURE |
| | 11-20 ). |
| | |
| | 29A) 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 |
| | |
| | 29B) 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 |
| | |
| | |
| | 29C) 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.] |
| | |
| | 29D) 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) WINDOW |
| | FIXED |
| | SINGLE HUNG |
| | MULLION |
| | B) GLAZED DOORS |
| | AUTOMATIC HORIZONTAL SLIDING DOORS |
| | EXTERIOR HOLLOW METAL DOORS |
| | C) LOUVERS |
| | D) PANEL WALL SYSTEMS-STOREFRONT, |
| | SOFFITS- HARDI SOFFIT BOARD |
| | E) STRUCTURAL COMPONENTS- TRUSS ANCHORS |
| | F) ROOF ASSEMBLIES |
| | FLAT ROOFS- MODIFIED/ BITUMEN, EPDM ROOFING |
| | SLOPED:UNDERLAYMENTS, METAL ROOFS |
| | G) 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. |
| | |
| | 31) S-101 |
| | 31A) PLANS INDICATE PLANS WERE CALCULATED TO ASCE 7-98 |
| | SEE CHAPTER35 REFERENCE STANDARDS FOR CORRECTION. |
| | |
| | 32) PLEASE PROVIDE POSITIVE AND NEGATIVE PRESSURES FOR |
| | THE INTERIOR ZONES AND END ZONES FOR OPENING SIZES 10' |
| | -100' |
| | WITH HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS. |
| | 1606.2D. |
| | |
| | 33) ASEPERATE PERMIT IS REQUIRED FOR THE POOL, POOL |
| | EQUIPMENT BUILDING , POOL FENCING AND SIGNAGE. |
| | |
| | 34) 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 C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
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