| Date |
Text |
| 2007-10-03 16:51:48 | CONSTRUCTION SERVICES DEPARTMENT |
| | 200 SECOND STREET, 3RD FLOOR, WEST PALM BEACH, |
| | FLORIDA33401 |
| | TEL:561-805-6713FAX: |
| | 561-805-6731 |
| | |
| | JAMES JOHNSTON, PERMIT NO 06111067 |
| | BUILDING PLAN EXAMINERII PROJECT |
| | SPRINGHILL SUITES HILTON |
| | E-MAIL:JJOHNSTON @WPB.ORG ADDRESS |
| | 2437 METROCENTREBOULEVARD E |
| | DATE OCTOBER 2, 2007 |
| | |
| | BUILDINGPLANREVIEW |
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| | F.S.713.13NOTICE OF COMMENCEMENT |
| | FILE NOTICE WITH THE CLERK OF COURT RECORDING DIVISION. |
| | IF THE WORK DESCRIBED IN THE NOTICE IS NOT COMMENCED |
| | WITHIN 90 DAYS OF FILING THE NOTICE WILL BECOME NULL |
| | AND VOID. SUBMIT THE NOTICE AT THE TIME OF PERMIT |
| | ISSUANCE AND POST A COPY AT THE JOB SITE BEFORE THE |
| | FIRST INSPECTION. |
| | COMMENT-NOTICE OF COMMENCEMENT HAS EXPIRED |
| | |
| | A-1 SOILREPORT |
| | THE SOILS AND BEARING CAPACITY LISTED IN THE REPORT |
| | FURNISHED BY MATEC APPEARED TO BE IN CONFLICT WITH THE |
| | FBC SECTION 1804 (SEE TABLE) SANDY SOILS. ANY |
| | INFORMATION PROVIDED REFERENCING THIS COMMENT WOULD BE |
| | APPRECIATED. PLEASE NOTE UPON SOIL PREPARATION AND |
| | COMPLETION A REPORT OF THE ACTUAL BEARING CAPACITY (IN |
| | SEVERAL AREAS) SHALL BE SUBMITTED FOR REVIEW PRIOR TO |
| | CONCRETE PLACEMENT IN THE FOUNDATION.THE MATEC REPORT |
| | STATES THE GUIDELINES FOR ACHIEVING THE BEARING |
| | CAPACITY AS A SUGGESTION.THE COMPLETION REPORT WILL |
| | ALLEVIATE ANY CONCERNS AND SUBSTANTIATE THAT THE |
| | CAPACITY HAS BEEN ACHIEVED. |
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| | A-2 FLORIDA ADMINISTRATIVE CODE CHAPTER 61G15-23.001 |
| | SEALS ACCEPTABLE TO THE BOARD |
| | ARCHITECT AND ENGINEER SEALS ARE TO BE A MINIMUM OF 2? |
| | COMMENT-ARCHITECT SEAL IS NOT IN COMPLIANCE WITH THIS |
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| | A-2.1 61G1-16.002 ARCHITECTSEAL |
| | (1) THE SEAL SHALL CONTAIN THE NAME OF ONLY ONE |
| | ARCHITECT OR INTERIOR DESIGNER AND THE REGISTRATION |
| | NUMBER; THE SEAL OF THE ARCHITECT SHALL BE CIRCULAR, |
| | AND THE SEAL OF THE INTERIOR DESIGNER SHALL BE |
| | HEXAGONAL. BOTH SEALS SHALL BE AN IMPRESSION-TYPE METAL |
| | SEAL, APPROXIMATELY 2" IN DIAMETER WITH TWO CIRCULAR |
| | LINES BETWEEN WHICH LINES SHALL APPEAR, AT THE TOP, THE |
| | WORDS ?STATE OF FLORIDA? AND AT THE BOTTOM THE WORDS |
| | ?REGISTERED ARCHITECT? OR ?LICENSED INTERIOR DESIGNER,? |
| | WHICHEVER IS APPLICABLE. |
| | (2) ANY INDIVIDUAL WHO IS BOTH A REGISTERED ARCHITECT |
| | AND A LICENSED INTERIOR DESIGNER MUST USE A SEAL WHICH |
| | CONTAINS BOTH THE ARCHITECT AND INTERIOR DESIGN |
| | REGISTRATION NUMBERS, IN SUCH A MANNER: |
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| | A-3 109.3.6 THRESHOLD BUILDING. |
| | 109.3.6.1 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 OR ARCHITECT 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 STRUCTURAL INSPECTION PLANS IS TO |
| | PROVIDE SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO |
| | THAT THE BUILDING CAN BE ADEQUATELY INSPECTED FOR |
| | COMPLIANCE WITH THE PERMITTED DOCUMENTS. |
| | COMMENT- SUBMIT PLANS FOR COMPLIANCE WITH ABOVE |
| | |
| | A-3.1 109.3.6.4.4 |
| | ALL PLANS FOR THE BUILDING WHICH ARE REQUIRED TO BE |
| | SIGNED AND SEALED BY THE ARCHITECT OR ENGINEER OF |
| | RECORD CONTAIN A STATEMENT THAT, TO THE BEST OF THE |
| | ARCHITECT?S OR ENGINEER?S KNOWLEDGE, THE PLANS AND |
| | SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM |
| | BUILDING CODES AND THE APPLICABLE FIRE-SAFETY STANDARDS |
| | AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH |
| | THIS SECTION AND CHAPTER 633, FLORIDA STATUTES. |
| | |
| | B-4 FIRE SPRINKLER |
| | THE FIRE SPRINKLER PLAN SHEETSFP-1 THRU FP-6 ARE NOT |
| | LISTED ON THE INDEX OF DRAWINGS SHEET G001 |
| | COMMENT-PLEASE LIST IN THE APPROPRIATE SECTION |
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| | C-5 FBC 1008.1 DOORS. |
| | MEANS OF EGRESS DOORS SHALL MEET THE REQUIREMENTS OF |
| | THIS SECTION. DOORS SERVING A MEANS OF EGRESS SYSTEM |
| | SHALL MEET THE REQUIREMENTS OF THIS SECTION AND SECTION |
| | 1017.2 . DOORS PROVIDED FOR EGRESS PURPOSES IN NUMBERS |
| | GREATER THAN REQUIRED BY THIS CODE SHALL MEET THE |
| | REQUIREMENTS OF THIS SECTION. FOR ACCESSIBILITY |
| | PROVISIONS RELATED TO DOORS, REFER TO SECTIONS 11-4.1.3 |
| | , 11-4.3.9 AND 11-4.13 . |
| | MEANS OF EGRESS DOORS SHALL BE READILY DISTINGUISHABLE |
| | FROM THE ADJACENT CONSTRUCTION AND FINISHES SUCH THAT |
| | THE DOORS ARE EASILY RECOGNIZABLE AS DOORS. MIRRORS OR |
| | SIMILAR REFLECTING MATERIALS SHALL NOT BE USED ON MEANS |
| | OF EGRESS DOORS. MEANS OF EGRESS DOORS SHALL NOT BE |
| | CONCEALED BY CURTAINS, DRAPES, DECORATIONS OR SIMILAR |
| | MATERIALS. |
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| | C5.1 1008.1.1 SIZE OF DOORS. |
| | THE MINIMUM WIDTH OF EACH DOOR OPENING SHALL BE |
| | SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL |
| | PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES (813 |
| | MM). CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS |
| | SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE |
| | STOP, WITH THE DOOR OPEN 90 DEGREES (1.57 RADIUS). |
| | WHERE THIS SECTION REQUIRES A MINIMUM CLEAR WIDTH OF 32 |
| | INCHES (813 MM) AND A DOOR OPENING INCLUDES TWO DOOR |
| | LEAVES WITHOUT A MULLION, ONE LEAF SHALL PROVIDE A |
| | CLEAR OPENING WIDTH OF 32 INCHES (813 MM). THE MAXIMUM |
| | WIDTH OF A SWINGING DOOR LEAF SHALL BE 48 INCHES (1219 |
| | MM) NOMINAL. MEANS OF EGRESS DOORS IN OCCUPANCY IN |
| | GROUP I-2 USED FOR THE MOVEMENT OF BEDS SHALL PROVIDE A |
| | CLEAR WIDTH NOT LESS THAN 41? INCHES (1054 MM). THE |
| | HEIGHT OF DOORS SHALL NOT BE LESS THAN 80 INCHES (2032 |
| | MM). |
| | COMMENT- PLEASE SUBMIT DOOR HARDWARE ON DOOR SCHEDULE |
| | SHEET A-604 |
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| | C5.2 1008.1.8.1 HARDWARE. |
| | DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING |
| | DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE BY CHAPTER |
| | 11 SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR |
| | TWISTING OF THE WRIST TO OPERATE. |
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| | C-5.3 1008.1.8 DOOR OPERATIONS. |
| | EXCEPT AS SPECIFICALLY PERMITTED BY THIS SECTION EGRESS |
| | DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE |
| | WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR |
| | EFFORT. |
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| | COMMENT-IDENTIFY HARDWARE FOR EACH DOOR ON DOOR |
| | SCHEDULE SHEET A604 |
| | IDENTIFY ALL STAIRWAY DOORS AT EACH FLOOR ON DOOR |
| | SCHEDULE AND APPROPRIATE EXIT ACCESS REQUIRED HARDWARE |
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| | C-5.4 DOORS MISSING |
| | DOORS201 THRU 229 ARE MISSING ONDOOR SCHEDULE SHEET |
| | 604 |
| | COMMENT PLEASE LIST ALL DOORS IN THIS PROJECT |
| | SEPARATELY WITH HOURLY RATING AND ALL HARDWARE. |
| | AS APPLICABLE.DO NOT LIST? TYPICAL ? AS A |
| | DESCRIPTION |
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| | PLEASEIDENTIFYTHEDOORS ON EACH PLAN SHEET |
| | THROUGHOUT THE PLANSWITH A DOOR NUMBER THAT WILL |
| | CORROSPOND TO THE DOOR LIST WHICH SHALL INCLUDE FIRE |
| | RATING AND HARWARE |
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| | D-6 1019.1.7 STAIRWAY FLOOR NUMBER SIGNS. |
| | A SIGN SHALL BE PROVIDED AT EACH FLOOR LANDING IN |
| | INTERIOR VERTICAL EXIT ENCLOSURES CONNECTING MORE THAN |
| | THREE STORIES DESIGNATING THE FLOOR LEVEL, THE TERMINUS |
| | OF THE TOP AND BOTTOM OF THE STAIR ENCLOSURE AND THE |
| | IDENTIFICATION OF THE STAIR. THE SIGNAGE SHALL ALSO |
| | STATE THE STORY OF, AND THE DIRECTION TO THE EXIT |
| | DISCHARGE AND THE AVAILABILITY OF ROOF ACCESS FROM THE |
| | STAIRWAY FOR THE FIRE DEPARTMENT. THE SIGN SHALL BE |
| | LOCATED 5 FEET (1524 MM) ABOVE THE FLOOR LANDING IN A |
| | POSITION WHICH IS READILY VISIBLE WHEN THE DOORS ARE IN |
| | THE OPEN AND CLOSED POSITIONS. |
| | PLEASE APPLY THIS CODE SECTION WHEN DESCRIBING HARDWARE |
| | FOR EMERGENCY DOORS ON DOOR SCHEDULE |
| | COMMENT-PLEASE DETAIL ONTHE PLAN SHEETS THAT ARE |
| | APPLICABLE |
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| | ELEVATOR |
| | E-7 3002.4 ELEVATOR CAR TO ACCOMMODATE AMBULANCE |
| | STRETCHER. |
| | 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. |
| | COMMENT-PLEASE SHOW DETAIL AND LOCATION ON PLANS. |
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| | E-7.1 3003.2 FIRE-FIGHTERS? EMERGENCY OPERATION. |
| | ELEVATORS SHALL BE PROVIDED WITH PHASE I EMERGENCY |
| | RECALL OPERATION AND PHASE II EMERGENCY IN-CAR |
| | OPERATION IN ACCORDANCE WITH ASME A17.1. |
| | COMMENT -PLEASE NOTE ON PLANS |
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| | E-8 COMMENT 17-D FROM PRIOR REVIEW AUGUST 8 |
| | SHEET A-702 IS MISSING DOORS AND DESCRIPTION AS |
| | REQUESTED. |
| | COMMENT -PLEASE NOTE ALL DOORS ON THIS PROJECT ON PLANS |
| | AND DOOR SCHEDULE. |
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| | E-9 COMMENT 20-B FROM PRIOR REVIEW AUGUST 8 |
| | FBC 2303.1.4 WOOD STRUCTURAL PANELS. |
| | WOOD STRUCTURAL PANELS, WHEN USED STRUCTURALLY |
| | (INCLUDING THOSE USED FOR SIDING, ROOF AND WALL |
| | SHEATHING, SUBFLOORING, DIAPHRAGMS AND BUILT-UP |
| | MEMBERS), SHALL CONFORM TO THE REQUIREMENTS FOR THEIR |
| | TYPE IN DOC PS 1 OR PS 2. EACH PANEL OR MEMBER SHALL BE |
| | IDENTIFIED FOR GRADE AND GLUE TYPE BY THE TRADEMARKS OF |
| | AN APPROVED TESTING AND GRADING AGENCY. WOOD STRUCTURAL |
| | PANEL COMPONENTS SHALL BE DESIGNED AND FABRICATED IN |
| | ACCORDANCE WITH THE APPLICABLE STANDARDS LISTED IN |
| | SECTION 2306.1 AND IDENTIFIED BY THE TRADEMARKS OF AN |
| | APPROVED TESTING AND INSPECTION AGENCY INDICATING |
| | CONFORMANCE WITH THE APPLICABLE STANDARD. IN ADDITION, |
| | WOOD STRUCTURAL PANELS WHEN PERMANENTLY EXPOSED IN |
| | OUTDOOR APPLICATIONS SHALL BE OF EXTERIOR TYPE, EXCEPT |
| | THAT WOOD STRUCTURAL PANEL ROOF SHEATHING EXPOSED TO |
| | THE OUTDOORS ON THE UNDERSIDE IS PERMITTED TO BE |
| | INTERIOR TYPE BONDED WITH EXTERIOR GLUE, EXPOSURE 1. |
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| | WOOD STRUCTURAL PANEL. A PANEL MANUFACTURED FROM |
| | VENEERS, OR WOOD STRANDS OR WAFERS, OR A COMBINATION OF |
| | VENEER AND WOOD STRANDS OR WAFERS, BONDED TOGETHER WITH |
| | WATERPROOF SYNTHETIC RESINS OR OTHER SUITABLE BONDING |
| | SYSTEMS. EXAMPLES OF WOOD STRUCTURAL PANELS ARE: |
| | PLYWOOD. A WOOD STRUCTURAL PANEL COMPRISED OF PLIES OF |
| | WOOD VENEER ARRANGED IN CROSS-ALIGNED LAYERS. |
| | COMMENT- IDENTIFY THE TYPE OF WOOD STRUCTURAL PANEL |
| | FROM THE CHART BELOW USING THE CORRECT NOMENCLATURE |
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| | TABLE 2304.7(5) |
| | ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF |
| | SHEATHING CONTINUOUS |
| | OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO |
| | SUPPORTS |
| | (PLYWOOD STRUCTURAL PANELS ARE 5-PLY, 5-LAYER UNLESS |
| | OTHERWISE NOTED) A ,B |
| | PANEL GRADE THICKNESS (INCH ) D MAXIMUM SPAN (INCHES) |
| | LOAD AT MAXIMUM SPAN (PSF) |
| | LIVE TOTAL |
| | STRUCTURAL I SHEATHING 7 / 16 24 20 30 |
| | 15 / 32 24 35 D 45 C |
| | 1 / 2 24 40 C 50 C |
| | 19 / 32, 5 / 8 24 70 80 |
| | 23 / 32 , 3 / 4 24 90 100 |
| | SHEATHING, OTHER GRADES COVERED IN DOC PS 1 OR DOC PS2 |
| | 7 / 16 16 40 50 |
| | 15 / 32 24 20 25 |
| | 1 / 2 24 25 30 |
| | 19 / 32 24 40 C 50 C |
| | 5 / 8 24 45 C 55 C |
| | 23 / 32 , 3 / 4 24 60 C 65 C |
| | FOR SI: 1 INCH = 25.4 MM, 1 POUND PER SQUARE FOOT = |
| | 0.0479 KN/M 2 . |
| | A. ROOF SHEATHING CONFORMING WITH THIS TABLE SHALL BE |
| | DEEMED TO MEET THE DESIGN CRITERIA OF SECTION 2304.7 . |
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| | B. UNIFORM LOAD DEFLECTION LIMITATIONS 1 / 180 OF SPAN |
| | UNDER LIVE LOAD PLUS DEAD LOAD, 1 / 240 UNDER LIVE LOAD |
| | ONLY. EDGES SHALL BE BLOCKED WITH LUMBER OR OTHER |
| | APPROVED TYPE OF EDGE SUPPORTS. |
| | C. FOR COMPOSITE AND FOUR-PLY PLYWOOD STRUCTURAL PANEL, |
| | LOAD SHALL BE REDUCED BY 15 POUNDS PER SQUARE FOOT. |
| | D. IN NO CASE SHALL ANY ROOF SHEATHING BE LESS THAN 32 |
| | / 16 SPAN INDEX, 19 / 32 - IN. WOOD STRUCTURAL PANEL |
| | FOR SPANS 16-INCHES OR MORE ON CENTER IN WIND SPEED |
| | REGIONS OF 110-140 MPH, EXPOSURE B. SPAN RATINGS AND |
| | PANEL THICKNESS HIGHLIGHTED IN THE TABLE SHALL NOT BE |
| | PERMITTED WHERE WIND SPEEDS EXCEED 100 MPH. |
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| | F-10 COMMENT 21FROM PRIOR REVIEW AUGUST 8 |
| | SHEET A-701THE PLAN REVIEWER?S COMMENT WAS ROOF |
| | ACCESS, PLANS INDICATE DOOR SWINGING IN AND OUT, |
| | PLEASE EXPLAIN? |
| | THE PLAN REVIEWER WAS DESCRIBING THE TWO DOORS |
| | DEPICTED, ONE DOOR SWINGING INTO THE STAIRWAY AND ONE |
| | DOOR SWINGING OUT TO THE ROOF. |
| | YOUR RESPONSE WAS ACCESS LADDER TO ROOF NOT |
| | PROVIDED.??????? ROOF ACCESS TO STAIRS??????? |
| | PLEASE READ THESE COMMENTS TO AVOID REPETITIOUS WORK. |
| | |
| | ARE THE TWO DOORSINSTALLED AS A SAFETY FEATURE |
| | INCLUDING AN ALLOWABLE3 HOUR RATING ASDESCRIBED IN |
| | CHAPTER 10 ? |
| | AS REQUESTED ABOVE THAT INFORMATION SHALL BE PROVIDED |
| | IN THEREVISED DOOR SCHEDULEAS DOOR NO ? AAND DOOR |
| | NO? BWITH THEIR APPROPRIATE HARDWARE AND RATING. |
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| | F-10.1 COMMENT 25FROM PRIOR REVIEW NOT ADDRESSED |
| | DOOR AND WINDOW |
| | DESCRIBE THE FASTENER TO BE USED FOR ANCHORING THE WOOD |
| | BUCK TO THE STRUCTURE. |
| | TYPE OF FASTENER,LENGTH OF FASTENER,SIDE OF |
| | FASTENER,DEPTH OF PENETRATION INTO THE STRUCTURE TO |
| | HOLD THE WOOD BUCK IN PLACE. |
| | WOOD BUCK INFORMATION REQUIRED,THICKNESS OF MEMBER, |
| | PRESERVATIVE REQUIRED FOR LUMBER IN CONTACT WITH |
| | MASONRY, |
| | COMMENTPLACE THIS INFORMATION ON SHEET A-604 AND |
| | A-605 DETAIL DESCRIPTION |
