| Date |
Text |
| 2015-11-07 10:34:06 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15100870 STADIUM, NATIONAL CLUBHOUSE |
| | 15100871 ASTROS CLUBHOUSE |
| | 15100834 TEAM/ STORAGE/ BAR |
| | 15100808 SOUTH OBSERVATION TOWER |
| | 15100826 NORTH OBSERVATION TOWER |
| | |
| | ADD: 5444 N. HAVERHILL RD. |
| | CONT: HUNT CONSTRUCTION |
| | TEL: (561)568-8045 / MICHAEL SANCHEZ |
| | E-MAIL: [email protected] |
| | |
| | HCS ARCHITECT/ INTERIOR DESIGNER |
| | |
| | ASSOCIATE ARCHITECT/ INTERIOR DESIGNER |
| | GLIDDEN SPINA INTERIORS |
| | |
| | STRUCTURAL ENGINEER |
| | BLISS & NYITRAY, INC |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 1ST REVIEW |
| | DATE: SAT. OCT. 31/2015 |
| | ACTION: DENIED |
| | |
| | 1) NOTICE!!! NO RESPONSE NECESSARY. THIS PERMIT IS A |
| | STRUCTURE ONLY PERMIT, (SHELL) AND IS A PHASED PERMIT. |
| | 2014 FLORIDA BUILDING CODE WITH 2014 WEST PALM BEACH |
| | AMENDMENTS 107.3.3 PHASED APPROVAL. THE HOLDER OF SUCH |
| | PERMIT FOR THE FOUNDATION OR OTHER PARTS OF A BUILDING |
| | (STRUCTURE ONLY) SHALL PROCEED AT THE HOLDER?S OWN RISK |
| | WITH THE BUILDING OPERATION AND WITHOUT ASSURANCE THAT |
| | A PERMIT FOR THE ENTIRE STRUCTURE WILL BE GRANTED. |
| | |
| | 2) PLEASE NOTE THIS PROJECT WILL REQUIRE A THRESHOLD |
| | INSPECTOR PLEASE SEE FLORIDA STATUTE 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 OCCUPANCY CLASSIFICATION AS DENIED IN |
| | THE |
| | FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN |
| | AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500 |
| | PERSONS. |
| | |
| | THRESHOLD BUILDING 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 OCCUPANCY CLASSIFICATION AS DENIED IN THE |
| | FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN |
| | AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500 |
| | PERSONS. |
| | |
| | 2A) COMLIED. SHEET 0552_S0.02. 109.3.6.1 THRESHOLD |
| | INSPECTION PLAN. THE ENFORCING AGENCY SHALL REQUIRE A |
| | (WRITTEN/ TYPED) 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 STRUCTURAL |
| | INSPECTION PLAN IS TO PROVIDE SPECIFIC INSPECTION |
| | PROCEDURES AND SCHEDULES SO THAT THE BUILDING CAN BE |
| | ADEQUATELY INSPECTED FOR COMPLIANCE WITH THE PERMITTED |
| | DOCUMENTS. |
| | |
| | 2B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B. |
| | CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD |
| | BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S |
| | 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS |
| | REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS |
| | ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH |
| | INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND |
| | REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE |
| | PLACE. CONTACT KEN CONRAD MANAGER OF THE SPECIAL |
| | INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER |
| | INFORMATION BEFORE THE PERMIT MAY BE ISSUED. |
| | |
| | 2) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B. |
| | AMENDMENT 110.3.7.4.4 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 |
| | FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL |
| | AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633 |
| | FLORIDA STATUTE. |
| | |
| | 2D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME' |
| | OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE |
| | RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS |
| | SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE |
| | WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED, |
| | AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES |
| | WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST |
| | MEETING THE ABOVE CRITERIA. |
| | CONTACT KEN CONRAD |
| | TEL: 561-805-6666 |
| | E-MAIL: [email protected] |
| | |
| | 2E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR |
| | HISTORY FOR THIS TYPE OF CONSTRUCTION. |
| | |
| | 2F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE |
| | REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, |
| | PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING |
| | ISSUED, THE PERMIT LIBRARIAN WILL THEN E-MAIL YOU THE |
| | APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR |
| | PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN |
| | COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR |
| | THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE |
| | IN BLACK & WHITE.. |
| | |
| | 2G) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED |
| | TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL |
| | BUILDING INSPECTIONS FOR AUDITING OF JOBSITE |
| | INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6 |
| | MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY. |
| | |
| | 2H) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES |
| | FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER |
| | HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE |
| | MATERIAL, APPROVED FOR FIRE STOPPING |
| | PENETRATIONS, FOR WALLS AND CEILINGS. |
| | |
| | 3) SHEET 0551_S0.01: |
| | |
| | 3A) HEADING SHALLOW FOUNDATIONS(2) FOOTING SIZES SHALL |
| | BE BASED ON THE ALLOWABLE SOILS BEARING CAPACITY AS |
| | FOLLOWS: |
| | AT COMPACTED CONCOURSE FILL 4,000PSF |
| | AT RETAINING WALL |
| | |
| | THE SOILS REPORT PAGE 11 FOUNDATION RECOMMENDATIONS |
| | INDICATES HOW THE SOILS ARE TOO BE IMPROVED FOR |
| | FOUNDATIONS REQUIRING A MINIMUM SAFE BEARING VALUE OF |
| | 2500 PSF BUT NOT FOR 4500 PSF. 1803.5.2 QUESTIONABLE |
| | SOILS. |
| | |
| | 3B) THE SOILS REPORT ALSO INDICATE ON PAGE 15 THAT THEY |
| | HAVE COMPLETED 3 SPT BORINGS TO THE APPROXIMATE |
| | LOCATION OF THE (3) MAST ARMS. TO DATE THE SOILS |
| | ENGINEER HAS NOT RECEIVED ANY SPECIFIC INFORMATION |
| | CONCERNING THE FOUNDATION LOADING AND OR CONFIGURATION |
| | FOR THE MAST ARMS AND FIXTURES TO BE HUNG FROM THEM. |
| | THE FOUNDATIONS FOR THESE UNITS WERE TO BE INCORPORATED |
| | INTO THE STRUCTURE ONLY PORTION OF THE STADIUM AND |
| | NATIONALS CLUBHOUSE. 107.3.5.1.1 MINIMUM PLAN CRITERIA |
| | FOR COMMERCIAL BUILDINGS |
| | ( FOUNDATIONS). |
| | |
| | 3C) ENCLOSURE PROTECTION FROM WIND BORN DEBRIS. THE |
| | SECTION REFERENCED IS 1626 AND IS FOR HIGH-VELOCITY |
| | HURRICANE ZONES, BROWARD AND MIAMI-DADE COUNTIES ONLY. |
| | THE CITY OF WEST PALM AND PALM BEACH COUNTY ARE IN A |
| | HIGH WIND DEBRIS REGION. PLEASE NOTE THAT THE CODE |
| | SECTION REFERENCED HAS A OR IN IT AN OPTION FOR EITHER |
| | SUPPLYING LARGE MISSILE IMPACT TESTED ASSEMBLIES OR |
| | APPLYING STORM SHUTTERS TESTED AND APPROVED TO COVER |
| | NON-IMPACT GLAZING. |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENT 107.2.1 DRAWINGS AND SPECIFICATIONS SHALL |
| | CONTAIN INFORMATION, IN THE FORM OF NOTES OR OTHERWISE, |
| | AS TO THE QUALITY OF MATERIALS, WHERE QUALITY IS |
| | ESSENTIAL TO CONFORMITY WITH THE TECHNICAL CODES. SUCH |
| | INFORMATION SHALL BE SPECIFIC, |
| | AND THE TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE |
| | OR IN PART, NOR SHALL THE TERM "LEGAL" OR ITS |
| | EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC |
| | INFORMATION. |
| | |
| | 4) SHEET 0551_S0.01 (3) WIND LOAD DESIGN IS GIVEN AND |
| | THE MEAN ROOF HEIGHT FOR THE: |
| | VISITOR?S LOCKER ROOM 16?-0? MRH |
| | NATIONALS CLUBHOUSE 20?-0? MRH |
| | ASTROS CLUBHOUSE 27?-0? MRH |
| | SUITES/ PRESS BOX 33?-0? MRH |
| | TEAM STORE 15?-0? MRH |
| | RESTROOMS/ CONCESSIONS 13?-0? MRH |
| | |
| | 4A) SHEET 0553_S).03 ASTROS CLUBHOUSE WIND DESIGN CHART |
| | THE ROOF PRESSURES ARE GOOD TAKEN AT 27 FEET MEAN ROOF |
| | HEIGHT. THE WIND WALL PRESSURES FOR ZONES 4 & 5 APPEAR |
| | TO BE LOW, PRESSURES APPEAR TO BE TAKEN AT 20?-0? |
| | ELEVATION AND MULTIPLIER USE. NOTE NEGATIVE PRESSURES |
| | ARE TAKEN FROM THE ROOF, POSITIVE PRESSURES BUILD UP |
| | FROM GRADE. |
| | |
| | 4B) CONCESSION BUILDINGS 1 & 2 ARE ON SHEETS 0554_S0.04 |
| | CONCESSION BLDG. 1 AND SHEET 0554_S0.04 CONCESSION |
| | BLDG. 2. IF THEY ARE THE SAME HEIGHT WHY ARE THEY |
| | INDICATING DIFFERENT PRESSURES ON EACH SHEET FOR THE |
| | SAME ZONE? NOTE THE ROOF PRESSURES INDICATED ON THE |
| | PLANS ARE FOR A MEAN ROOF HEIGHT OF 37 FT. WHEREAS THE |
| | WINDOWS ARE TAKEN AT A MEAN ROOF HEIGHT OF 20 FEET? |
| | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED FOR SUCH A |
| | DIFFERENCE? |
| | |
| | 4C) MILB WIND PRESSURES SHEET 0555_S0.05 UNABLE TO |
| | DETERMINE PRESSURES SHEET 0551_S0.01 DOES NOT PROVIDE |
| | THIS NAME FOR A BUILDING TO BE ABLE TO VERIFY THE MEAN |
| | ROOF HEIGHT AND ASSOCIATED PRESSURES. |
| | 107.2.1.3 ADDITIONAL INFORMATION REQUIRED. PROVIDE WHAT |
| | THE INITIALS STAND FOR/ |
| | |
| | 4D) TEAM STORE IS INDICATED WITH THE MEAN ROOF HEIGHT |
| | OF 15 FT. AS THE CONCESSION BUILDING WITH THE SAME |
| | PRESSURES. NOTE THE ROOF PRESSURES INDICATED ON THE |
| | PLANS ARE FOR A MEAN ROOF HEIGHT OF 37 FT. WHEREAS THE |
| | WINDOWS ARE TAKEN AT A MEAN ROOF HEIGHT OF 20 FEET? |
| | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED FOR SUCH A |
| | DIFFERENCE? |
| | |
| | 4E) SHEET 0558_S0.08 THE PRESS BOX. SHEET 0551_S0.01 |
| | INDICATES THE MEAN ROOF HEIGHT OF THE PRESS BOX AT 33 |
| | FEET. WALL PRESSURES ARE GOOD FOR 33 FEET MEAN ROOF |
| | HEIGHT THE ROOF PRESSURES ARE OK BUT ARE HIGH TAKEN FOR |
| | A MEAN ROOF HEIGHT OF 45 FT. |
| | |
| | 4F) BATTING/ PITCHING WIND PRESSURES SHEET 0559_S0.09. |
| | PLEASE PROVIDE WHY THE TRIBUTARY AREAS ARE NOT BROKE |
| | DOWN AS THE PREVIOUS REVIEWS, OF 10, 20, 50, & 100 SQ. |
| | FT. OF TRIBUTARY AREA? 107.2.1.3 ADDITIONAL INFORMATION |
| | IS REQUIRED BEFORE A REVIEW CAN BE COMPLETED. |
| | |
| | 5) PLEASE SUBMIT THE PRODUCT APPROVALS. COMPONENTS & |
| | CLADDING2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT |
| | OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) |
| | SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT |
| | WILL REQUIRE PRODUCT APPROVALS: |
| | (31)(A) EXTERIOR DOORS. |
| | (B) WINDOWS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES ROOF TOP CURBS, |
| | ROOF TOP EXHAUST FANS |
| | (E) SHUTTERS |
| | (F) SKYLIGHTS |
| | (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C |
| | STANDS |
| | |
| | 6) IF EITHER THE DESIGNER OF RECORD OR THE CONTRACTOR |
| | WISH TO DEFER THE SUBMITTING OF THE PRODUCT APPROVALS |
| | UNTIL AFTER PERMIT ISSUANCE PLEASE IN YOUR RESPONSE |
| | NOTE AS SUCH. |
| | |
| | 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS |
| | SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE |
| | PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE |
| | TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO |
| | THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. |
| | DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR |
| | APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| | DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| | THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS |
| | FOR REVIEW BY THE BUILDING OFFICIAL. |
| | |
| | DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE |
| | SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD |
| | THEM TO THE BUILDING OFFICIAL WITH A NOTATION |
| | INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| | BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| | THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL |
| | ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED |
| | SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 7) SHEETS 0561 -0564 THERE ARE NO GRID LINES TO LINE UP |
| | STRUCTURAL ELEMENTS TO THE LVL SECTOR PLANS A-K SHEETS |
| | 0566-0594,WITH 0562_S2.02, THIS WOULD ALSO BE HELPFUL |
| | FOR ON THE ARCHITECTURAL SHEETS. 107.2.1.3 ADDITIONAL |
| | INFORMATION REQUIRED. THE BUILDING OFFICIAL MAY REQUIRE |
| | DETAILS, DIAGRAMS, AND OTHER DATA NECESSARY TO DESCRIBE |
| | THE CONSTRUCTION OR INSTALLATION? |
| | |
| | 8) SHEET 0566_S2-111 INDICATES A FOUNDATION F-5.0 AT |
| | ELEVATION + 97 FT. T. O. FOUNDATION, SHOULD ALL THE |
| | FOUNDATION NOTES BE NEGATIVE IF FINISH FLOOR IS BASED |
| | ON ELEVATION 100.0? 107.2.1.3 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 9) SHEET 0566_S2-111 INDICATES A FOUNDATION F-5.0 AT |
| | ELEVATION THE FOUNDATION SIZE IS GIVEN BUT THERE IS NO |
| | INFORMATION PROVIDED ON THE COLUMN, IDENTIFYING THE |
| | COLUMN. SHEET 0575_S2.121 CONCOURSE LVL SECTOR B |
| | INDICATES THE COLUMN BUT DOES NOT IDENTIFY WITH COLUMN |
| | TAG TYPE. 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| | COLUMN SIZE, WALL THICKNESS, BOLT PATTERN LAYOUT, SIZE |
| | OF HOLE ,BOLT SIZE AND LENGTH |
| | BOTTOM AND TOP PLATE SIZE AND THICKNESS ? |
| | |
| | 10) SHEET 0575_S2.121 INDICATES A DETAIL 2/ |
| | 0625_S7.2.1.: |
| | 10A) THIS SECTION INDICATES CONNECTION OF A BEAM GIRDER |
| | TO HSS COLUMN. ON THE RIGHT SIDE OF THE COLUMN THE |
| | DETAIL INDICATES THE VERTICAL WELDED PLATE TO BE 12 |
| | INCHES VERTICAL, THE DETAILS 9 & 10 INDICATES THE SIZE |
| | OF THE SINGLE PLATE AND BOLTED-WELDED DOUBLE PLATE |
| | ANGLE CONNECTION. THE SINGLE PLATE SHEAR CONNECTION |
| | PLATE WITHIN THE TABLE INDICATES THE OVERALL LENGTH AS |
| | 11 ? INCHES NOT 12 INCHES AS SHOWN IN THE DETAIL. |
| | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED, IS THIS A |
| | DISCREPANCY ? |
| | |
| | 10B) THE SECOND ISSUE IS THE ABOVE COMMENT (10A) IS |
| | ASSUMED THE DETAILS 9 & 10 ARE TO BE USED WITH A |
| | COLUMN. DETAIL 9 INDICATES THE USEAGE BEAM TO GIRDER |
| | AND DETAIL 10 GIRDER TO EMBEDDED PLATE WHICH NEITHER |
| | DEALS WITH VERTICAL COLUMNS? 107.2.1.3. ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 11) SHEET 056_S2.111 JUST ABOVE THE INDIVIDUAL FOOTING |
| | F-5.0* THERE IS A NOTE 8INCH SLAB ON GRADE SEE |
| | STRUCTURAL NOTES FOR REINFORCING, THIS NOTE IS OUTSIDE |
| | OF THE BUILDING IS THIS NOTE FOR A CONCRETE DRIVE AREA |
| | OR TO BE DIRECTED TO ANOTHER AREA OF THE BUILDING? |
| | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 12) THE BOTTOM RIGHT CORNER OF THE SHEET THERE ARE A |
| | TOTAL OF 7 FOUNDATIONS , 4 FOUNDATIONS F-4.0* & F-5.0* |
| | ARE IDENTIFIED WITH A CIRCLE AND NUMBER 1 IN THE |
| | CIRCLE, ARE THESE COLUMN IDENTIFIERS THERE IS NO LEGEND |
| | TO IDENTIFY COLUMNS. NOTE # 2 DENOTES THE COLUMN |
| | FOUNDATION SIZE BUT NOT THE TYPE OF COLUMN. |
| | THERE ARE 2 FOUNDATIONS WITH CIRCLES AND NO NUMBER IN |
| | THEM AND A 3RD FOUNDATION WITH NO CIRCLE OR COLUMN TAG |
| | FOR IDENTIFYING THE COLUMN SIZE AND TYPE? 107.2.1.3. |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 13) SHEET 0567_S2.112 SHOWS A WALL SECTION DETAIL 4/ |
| | 0615_S5.11 THIS DETAIL IS FOR PIPE PENETRATIONS THROUGH |
| | A FOUNDATION STEM WALL. SHEET 0615_S5.11 DETAIL 4 |
| | DETAILS PIPE PENETRATIONS THROUGH THE STEM WALL |
| | FOUNDATION DETAIL. THE PLANS INDICATE TO PROVIDE A |
| | MASONRY BLOCK OUT. THE 2014 FBC-B 305.5 PIPES THROUGH |
| | MASONRY WALLS SHALL BE PROVIDED WITH A RELIEVING ARCH |
| | OR A PIPE SLEEVE SHALL BE BUILT INTO THE WALL. THE |
| | SLEEVE SHALL BE 2 PIPE DIAMETERS GREATER THAN THE PIPE |
| | PASSING THROUGH THE WALL. PLEASE PROVIDE A DETAIL |
| | SHOWING CODE COMPLIANCE. BE SPECIFIC TO THE |
| | APPLICATION. |
| | |
| | 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS. SUCH |
| | DRAWINGS AND SPECIFICATIONS SHALL CONTAIN INFORMATION, |
| | IN THE FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF |
| | MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY |
| | WITH THE TECHNICAL CODES. SUCH INFORMATION SHALL BE |
| | SPECIFIC, AND THE TECHNICAL CODES SHALL NOT BE CITED AS |
| | A WHOLE OR IN PART, NOR SHALL THE TERM "LEGAL" OR ITS |
| | EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC |
| | INFORMATION. |
| | |
| | 14) SHEET 0567_S2.112 UPPER RIGHT CORNER OF THE PLANS |
| | THERE IS A DOUBLE WIDE TUNNEL THE ELEVATION IS GIVEN |
| | FOR THE TOP, MID-LANDING AND BOTTOM LANDINGS, IS IT |
| | ASSUMED THAT BOTH TUNNELS HAVE THE SAME ELEVATION FOR |
| | ALL LANDINGS? MID LANDING IN PARTICULAR. |
| | |
| | 15) SHEET 0568_S2.113 BOTTOM LEFT CORNER OF THE PLANS |
| | INDICATES 2 F5.5* FOUNDATIONS T. O. FOOTING AT +97 FT. |
| | THERE IS NO COLUMN TAG IDENTIFYING THE TYPE OF COLUMN |
| | TO BE INSTALLED. 107.2.1.3 ADDITIONAL INFORMATION |
| | REQUIRED. |
| | |
| | 16) SHEET 0568?_S2.113 THERE ARE DETAIL SECTIONS AROUND |
| | WHAT APPEARS TO BE 4 ELEVATOR S WITH DETAILS 1-6 SHEET |
| | S2.614. IN THE INDEX AS WELL AS SUBMITTED SHEETS THERE |
| | IS NO SUCH SHEET IN THIS SUBMITTAL. THIS AREA CODE |
| | COMPLIANCE CANNOT BE DETERMINED. 107.2.1.3 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 17) SHEET 0568_S2.113 SHOWS A WALL SECTION DETAIL |
| | 8/S5.11 A INSULATION IN THE CENTER OF A POURED CONCRETE |
| | WALL AND DETAIL 4 S5.11 NO INSULATION IN THIS WALL. |
| | BETWEEN WHICH COLUMN LINES IS THE INSULATED WALL |
| | SECTION PERTAIN? HOW WILL THE INSULATION BE KEPT IN |
| | PLACE? THE NOTE ON THE PLANS JUST STATES INSULATION, |
| | WHAT TYPE AND THICKNESS? THE PLANS ALSO INDICATE # 3 |
| | CROSS TIES @ 48 INCHES ON CENTER IS THIS THE ONLY ROW |
| | AS SHOWN? AT WHAT HEIGHT ARE THE CROSS TIES TO BE |
| | INSTALLED? |
| | |
| | 18) SHEET 0569_S2.114 DETAIL 10/ S7.413 INDICATES |
| | STAIRS TO BE BY DELEGATE ENGINEER. THE PLANS DO NOT |
| | INDICATE THAT THE RISERS SHALL COMPLY WITH FBC-B |
| | 1009.7.5 SOLID RISERS. |
| | |
| | 19) SHEET 0571_S2.117 SHOW A RETAINING WALL R2 & R5 |
| | DETAIL 6/ S4.21 SHOWS A FOUNDATION SIZE FOR RW-5, THERE |
| | IS NO FOOTING SIZE FOR RETAINING WALL RW2. |
| | |
| | 20) SHEET 0571_S2.117 SHOW METAL PAN STAIRS BY DELEGATE |
| | ENGINEER. . THE PLANS DO NOT INDICATE THAT THE RISERS |
| | SHALL COMPLY WITH FBC-B 1009.7.5 SOLID RISERS. |
| | |
| | 21) SHEET 0572_S2.118 THE TOP RIGHT CORNER OF THE PLANS |
| | IS SHOWN 3 F-5.5 FOUNDATIONS AND ONLY 1 COLUMN ASSUMED |
| | TYPE 1 COLUMN. THE OTHER 2 NOT IDENTIFIED. 107.2.1.3 |
| | ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 22) SHEET 0573_S2.119 THERE ARE 5 FOUNDATIONS ON THE |
| | RIGHT SIDE OF THE SHEET F-4.0 & F-4.5 THAT DO NOT HAVE |
| | COLUMN MARK IDENTIFIER TAGS AS TO THE TYPE OF COLUMN. |
| | 107.2.1.3 ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 23) THE BOTTOM OF SHEET 0573_S2.119 THE RETAINING WALL |
| | RW1 & RW2 THERE IS NO FOUNDATION IDENTIFICATION TAG |
| | PROVIDED. 107.2.1.3. |
| | |
| | 24) SHEET 0580_S2.126 THE TOP & BOTTOM LEFT SIDE OF THE |
| | SHEET THERE ARE RETAINING WALLS RW-3 & RW-4, PLEASE |
| | PROVIDE THE FOUNDATION IDENTIFICATION TAG FOR THESE 2 |
| | RETAINING WALLS. 107.2.1.3 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 25) SHEET 0581_S2.127 PEDESTRIAN BRIDGE PLEASE INDICATE |
| | WHERE THE DESIGN PERIMETERS FOR THE PEDESTRIAN BRIDGE |
| | CAN BE FOUND? IT NEEDS TO COMPLY WITH THE 2014 FBC-B |
| | TABLE 1607.1 LIVE LOADS, UNKNOWNS ARE WILL THIS EVER |
| | HAVE FORK LIFT LOADS, EMERGENCY VEHICLES TRAVELING |
| | ACROSS THE PEDESTRIAN BRIDGE REQUIRING A HIGHER LIVE |
| | LOAD? |
| | |
| | 26A) CONCERN IN ROOF FRAMING PLANS, 0584_S2.131 THROUGH |
| | 0594_S2.145 THE PLANS SHOW NO THROUGH PENETRATIONS OF |
| | THE ROOF FRAMING WHERE ROOF TOP RTU UNITS WILL BE |
| | LOCATED. SHEET 0629_S7.33 ROOF FRAMING PLAN DOES SHOW A |
| | LATERAL BRACING LARGE OPENINGS. THERE WERE NO |
| | MECHANICAL SHEETS SUBMITTED FOR ROOF TOPS TO DETERMINE |
| | IF THERE ARE IN FACT ROOF TOP RTU UNITS ON THE ROOF |
| | TOP. THE ISSUE IS IF THERE ARE UNITS ADDITIONAL BRACING |
| | BETWEEN THE BAR JOIST, ATTACHMENT OF CURB TO THE MWFRS |
| | (MAIN WIND FORCE RESISTING SYSTEM). |
| | |
| | 26B) THE ONE OTHER ISSUE WILL BE IF THERE IS ROOFTOP |
| | EQUIPMENT, AND ZONING REQUIRES ROOF TOP SCREENING OF |
| | THE EQUIPMENT, HOW WILL THE ROOFTOP SCREENING FRAMING |
| | BE ANCHORED TO THE MWFRS (MAIN WIND FORCE RESISTING |
| | SYSTEM). 2014 FBC-B 1509.6 MECHANICAL EQUIPMENT |
| | SCREENS. |
| | |
| | 26C) IF APPLICABLE, PLEASE SHOW COMPLIANCE WITH: 2014 |
| | FBC-B WHERE EQUIPMENT AND APPLIANCES REQUIRING ACCESS |
| | ARE INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT A |
| | HEIGHT EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL |
| | BE PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, |
| | THE EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL |
| | TO THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE. |
| | SUCH ACCESS SHALL NOT REQUIRE CLIMBING OVER |
| | OBSTRUCTIONS GREATER THAN 30 INCHES (762 MM) HIGH OR |
| | WALKING ON ROOFS HAVING A SLOPE GREATER THAN 4 UNITS |
| | VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE). |
| | PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED |
| | ACCESS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN |
| | CRITERIA: |
| | 1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR |
| | ROOF EDGE NOT LESS THAN 30 INCHES (762 MM). |
| | 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14 |
| | INCHES (356 MM) ON CENTER. |
| | 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN |
| | 6-INCHES (152 MM) DEEP. |
| | 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM) |
| | BETWEEN RAILS. |
| | 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM) |
| | DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND |
| | (136.1 KG) LOAD. |
| | 6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE |
| | PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF |
| | WITHSTANDING 100 POUNDS PER SQUARE FOOT (488.2 KG/M2). |
| | 7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY |
| | APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE |
| | REQUIRED ACCESS SHALL BE NOT LESS THAN 24-INCHES (610 |
| | MM) WIDE AND SHALL HAVE RAILINGS AS REQUIRED FOR |
| | SERVICE PLATFORMS |
| | |
| | 27) SHEET 0599_S2.511 & 0560_S2.512. BATTING TUNNEL & |
| | COVERED PITCHING PLANS. THE PLANS PROVIDES THE SIZE OF |
| | THE INDEPENDENT FOUNDATIONS, BUT DOES NOT PROVIDE A |
| | SECTION OR DETAIL OF WHAT APPEARS TO BE A MONOLITHIC |
| | FOUNDATION THAT TIES THE INDEPENDENT FOUNDATIONS |
| | TOGETHER. 107.2.1.3 ADDITIONAL INFORMATION REQUESTED |
| | FOR CLARIFICATION. |
| | |
| | 28) SHEET 0599_S2.511 & 0560_S2.512. BOTH THESE SHEETS |
| | INDICATE THESE BUILDINGS ARE TO BE PRE-ENGINEERED METAL |
| | BUILDINGS BY A DELEGATE ENGINEER. NEITHER OF THESE 2 |
| | ASSOCIATED SHEETS PROVIDE WIND DESIGN CRITERIA. WILL |
| | THE WIND DESIGN FOR THE STADIUM (SHEET 0551_S).01) OF |
| | 180 MPH, BUILDING RISK CATEGORY III BE USED FOR THE |
| | DESIGN OF THESE STRUCTURES FOR THE DELEGATE ENGINEER TO |
| | DESIGN FROM? |
| | 2014 FBC-B 1603.1.4 WIND DESIGN DATA. |
| | |
| | 29) SHEET 0601_S2.611 MILB OBSERVATION TOWER DECK PLAN, |
| | INDICATES (2) SECTIONS DETAIL 15/ S6.11 AND DETAIL 17/ |
| | S6.11 NEITHER OF THESE DETAILS ARE PROVIDED ON THIS |
| | PLAN. 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| | THERE APPEARS TO BE NO ARCHITECTURAL SHEETS OF THESE |
| | STRUCTURES? |
| | |
| | 30) ) SHEET 0601_S2.611 MILB OBSERVATION TOWER DECK |
| | PLAN, THE WIND PRESSURE NOTE # 2 STATES ALL PRESSURES |
| | ARE DERIVED FROM ASCE 7-10. THE DESIGN CRITERIA HAVE |
| | NOT BEEN SUBMITTED ON THIS SHEET. |
| | WILL THE WIND DESIGN FOR THE STADIUM (SHEET 0551_S0.01) |
| | OF 180 MPH, BUILDING RISK CATEGORY III BE USED FOR THE |
| | DESIGN OF THIS STRUCTURE. WILL THE STRUCTURE BE |
| | DESIGNED AS ENCLOSED OR PARTIALLY OPEN? PRESSURES |
| | INDICATED ON THIS SHEET CANNOT BE VERIFIED UNTIL THE |
| | WIND DESIGN CRITERIA IS KNOWN. 2014 FBC-B 1603.1.4 WIND |
| | DESIGN DATA. |
| | |
| | 31) SHEET 0602_S2.612 DIRT BIN & GAS STORAGE STRUCTURE. |
| | IN BOTH WALL SECTIONS 1 & 2 THE DETAILS SHOW A W6X12 |
| | STEEL BEAM. BOTH OF THESE DETAILS SHOW WHAT APPEARS TO |
| | BE A STEEL IMBED PLATE. THE SIZE OF THE PLATE AND |
| | THICKNESS IS UNKNOWN, THERE SHOULD BE NELSON BOLTS THAT |
| | WOULD BE WELDED TO THE EMBED PLATES, THIS INFORMATION |
| | IS ALSO MISSING. DETAIL # 2 THE WELDING INFORMATION OF |
| | THE STEEL BEAM TO THE EMBED PLATE IS MISSING ALSO, PART |
| | OF THE MWFRS. 107.2.1.3 ADDITIONAL INFORMATION IS |
| | REQUIRED, PLANS ARE INCOMPLETE. |
| | |
| | 32) SHEET 0602_S2.612 DIRT BIN & GAS STORAGE STRUCTURE. |
| | THE AMOUNT OF FUEL STORED IN THIS STRUCTURE WILL AFFECT |
| | THE DESIGN OF HE STRUCTURE. THIS STRUCTURE INDICATES |
| | THAT GAS STORAGE WILL OCCUR WITHIN THIS BUILDING. |
| | GASOLINE WHEN REVIEWING THE MSDS SHEETS INDICATES THAT |
| | IT HAS A FLASH POINT OF -45 DEGREES F. THIS MAKES |
| | GASOLINE A FLAMMABLE LIQUID CLASS 1A. THE 2014 FBC-B |
| | TABLE 307.1(1) WHEN THE AMOUNT OF 120 GALLONS IS |
| | EXCEEDED BECOMES A H2 OR H3 OCCUPANCY. ALSO SEE |
| | FOOTNOTES D,E &F TO THE ABOVE MENTIONED TABLE FOR |
| | STORAGE OF LIQUID GALLONS OF GASOLINE. |
| | |
| | THIS TABLE 307.1(1) DEALS WITH ALLOWABLE QUANTITIES PER |
| | CONTROL AREA OF HAZARDOUS MATERIALS, PLEASE REVIEW |
| | FOOTNOTE (A) FOR USE OF CONTROL AREAS SEE 414.2. ALSO |
| | REVIEW FOOTNOTES D,E,H,J,M,N, &P. |
| | |
| | 33) SHEET 0602_S2.612 DIRT BIN & GAS STORAGE STRUCTURE. |
| | WILL FERTILIZERS ALSO BE STORED IN THIS STRUCTURE AND |
| | IF SO IN WHAT QUANTITIES. PLEASE PROVIDE MSDS SHEETS, |
| | THIS WILL DETERMINE IF THE STRUCTURE NEEDS TO MEET THE |
| | REQUIREMENTS AS A CONTROL AREA OF HAZARDOUS OCCUPANCY. |
| | SEE 2014 FBC-B TABLE 307.1(1). |
| | |
| | 34) . A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW |
| | COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE |
| | THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR |
| | PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
