| Date |
Text |
| 2016-07-18 06:27:44 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16061443 |
| | ADD: 718 S. DIXIE HWY. / CANOPY BY HILTON |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: 561-718-5987 / MARGARET LEON |
| | E-MAIL: MLEONDADLP.COM |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 1ST REVIEW |
| | DATE: THURS. JULY 14/2016 - MON. JULY 18/2016 |
| | ACTION: DENIED |
| | |
| | 1) DISCREPANCY IN PLANS AND THE PERMIT APPLICATION. THE |
| | AMOUNT OF STORIES IN THIS PROJECT? THE PERMIT |
| | APPLICATION INDICATES THIS IS A 17 STORY HOTEL . SEE |
| | SHEET A0.01. INDICATES UNDER THE BUILDING DESCRIPTION |
| | THIS A 6 STORY MID-RISE. WHEN YOU REVIEW THE SHEET |
| | INDEX, THERE ARE 13 STORIES INCLUDING THE HABITABLE |
| | POOL, POOL DECK AND A2 DELI/ RESTAURANT AREAS. |
| | |
| | 2) ART IN PUBLIC PLACES. THE CITY OF WEST PALM BEACH |
| | ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT APPLIES |
| | TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH |
| | THE PERMIT APPLICATION WAS SUBMITTED AFTER 6/29/2014, |
| | AND THE TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO |
| | OR GREATER THAN $750,000 WILL NEED TO COMPLY WITH THIS |
| | ORDINANCE. |
| | PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND |
| | CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V, |
| | ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION |
| | 78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL |
| | PROJECT CONSTRUCTION COST. |
| | PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE |
| | V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND |
| | NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO |
| | THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE |
| | PROJECTS. |
| | FOR CONTACT INFORMATION PLEASE CONTACT: |
| | MS. SYBILLE WELTER |
| | ART IN PUBLIC PLACES COORDINATOR |
| | TEL: 822-1515 |
| | E-MAIL: [email protected] |
| | WEBSITE: WPB.ORG/AIPP/ |
| | |
| | |
| | 3) THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR |
| | THE MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS. |
| | WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING |
| | PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE |
| | QUALIFIER AND OWNER AND BRINGS IN THE LISTED |
| | SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE |
| | QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND |
| | LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE |
| | FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN |
| | LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR |
| | EACH PERMIT. |
| | |
| | ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, EXHAUST |
| | HOODS, ANSUL SYSTEMS OR ALTERNATIVE AUTOMATIC |
| | FIRE-EXTINGUISHING SYSTEMS , WALK IN COOLERS & |
| | FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL |
| | TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED |
| | SUB-PERMITS, AWNING, CANOPY, FENCE, LANDSCAPE , |
| | IRRIGATION, TEST PILE, AUGER CAST PILE AND OR |
| | FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE |
| | REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT. |
| | PLEASE LIST AND SUBTRACT THESE LINE ITEMS AND THEIR |
| | VALUE FROM THE OVERALL BUILDING VALUE OF |
| | $33,000,000.00. THE REMAINING BALANCE WILL BE |
| | AFFECTIVELY THE VALUE OF THE BUILDING YOU WILL BE |
| | PAYING FOR THIS PERMIT. THE BUILDING DOES NOT WANT TO |
| | COLLECT TWICE FOR THE VALUE OF THESE SUB-PERMITS NOT |
| | COVERED UNDER THE PRIME OR MASTER PERMIT. |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION 108.3 BUILDING PERMIT VALUATION. |
| | |
| | 4) PLEASE SHOW ENERGY CODE COMPLIANCE, MISSING |
| | DOCUMENTATION. SHOW COMPLIANCE BY THE 2014 FBC-ENERGY |
| | CODE C401.2 APPLICATION. |
| | COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE OF THE |
| | FOLLOWING: |
| | 1. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1. |
| | 2. THE REQUIREMENTS OF SECTIONS C402, C403, C404 AND |
| | C405. IN ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY |
| | WITH EITHER SECTION C406.2, C406.3 OR C406.4. |
| | 3. THE REQUIREMENTS OF SECTION C407, C402.4, C403.2, |
| | C404, C405.2, C405.3, C405.4, C405.6 AND C405.7. THE |
| | BUILDING ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85 |
| | PERCENT OF THE STANDARD REFERENCE DESIGN BUILDING. |
| | |
| | 5) THIS BUILDING QUALIFIES AS A THRESHOLD BUILDING. |
| | 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. |
| | |
| | 5A) 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. |
| | SHEET S1.02 IS LABELED STRUCTURAL INSPECTION PLAN THIS |
| | SHEET MAY NEED TO BE RENAMED TO THRESHOLD INSPECTION |
| | PLAN TO MEET THE COMMENT 3A. |
| | |
| | 5B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B. |
| | CONSTRUCTION SERVICES DEPARTMENT REQUESTS FOR THRESHOLD |
| | BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S 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. |
| | |
| | 5C) COMPLIED FOUND ON ARCHITECTURAL AND STRUCTURAL |
| | SHEETS. 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. |
| | |
| | 5D) 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. |
| | |
| | 5E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR |
| | HISTORY FOR THIS TYPE OF CONSTRUCTION. THRESHOLD |
| | INSPECTION FORMS , GUIDELINES AND POLICIES FOR PROJECTS |
| | WERE E-MAILED TO: |
| | [email protected], PLEASE NOTE THIS E-MAIL ADDRESS CAME |
| | BACK UNDELIVERABLE. 07/14/2016 11:35 AM. |
| | [email protected] |
| | |
| | 5F) 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.. |
| | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD |
| | BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS |
| | CONCERNING SPECIAL INSPECTORS. |
| | |
| | 5G) 110.3.7.4.3 ALL SHORING AND RESHORING PROCEDURES, |
| | PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT |
| | AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING |
| | INSTALLATION SHALL BE SUPERVISED, INSPECTED AND |
| | CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING |
| | DOCUMENTS BY THE CONTRACTOR. |
| | 5H) 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. |
| | |
| | 5I) 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. |
| | |
| | 6) SHEET C-01 INDICATES THE PROPOSED SITE IS MADE UP OF |
| | 4 LOTS. UNDER THE 2014 FBC-B TABLE 602, BUILDINGS |
| | CANNOT BE BUILT OVER PROPERTY LINES. EITHER A REPLAT OF |
| | THE 4 LOTS WILL NEED TO OCCUR OR A UNITY OF TITLE. |
| | UNITY OF TITLE. THE PROPOSED BUILDING STRUCTURE |
| | TRANSGRESSES LEGAL BOUNDARY LINES BETWEEN THE LOTS |
| | WHICH COMBINE TO FORM 'THE SITE'. A 'UNITY OF TITLE' |
| | SHALL BE RECORDED AT THE COUNTY COURTHOUSE. SUBMIT A |
| | COPY OF THE RECORDED 'UNITY OF TITLE' DOCUMENT SO THAT |
| | FBC TABLE 601 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED |
| | NOT APPLICABLE. SEE WEBSITE FOR APPLICATION: |
| | HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP |
| | "APPLICATION FOR UNITY OF TITLE" |
| | HTTP://WWW.WPB.ORG/ENGINEERING/UPLOADS/2010-10-12-14-45 |
| | -38-UNITYOFTITLE3.PDF |
| | VINCENT J NOEL |
| | SURVEYOR/REAL ESTATE SUPERVISOR |
| | ENGINEERING SERVICES DEPARTMENT |
| | 401 CLEMATIS STREET |
| | WEST PALM BEACH, FL 33401 |
| | PHONE: 494-1040 EXT: 1096 |
| | FAX: 494-1116 |
| | E-MAIL: [email protected] |
| | ********************************************* |
| | MANUEL JULIAN GONZALEZ |
| | ENGINEERING PROJECT COORDINATOR |
| | ENGINEERING SERVICES DEPARTMENT |
| | 401 CLEMATIS STREET, 4TH FLOOR |
| | WEST PALM BEACH, FL 33401 |
| | (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402) |
| | MAIN PHONE: (561) 822-1200 |
| | DIRECT: (561) 494-1085 |
| | FAX: (561) 494-1116 |
| | MOBILE: (561) 644-7301 |
| | EMAIL: [email protected] |
| | WWW.WPB.ORG/ENGINEERING |
| | |
| | 7) PERIMETER FENCING UNDER A SEPARATE PERMIT. PLEASE |
| | PROVIDE COMPLIANCE WITH: 2014 FBC-B 3306.5 BARRIERS. |
| | BARRIERS SHALL BE A MINIMUM OF 8 FEET (2438 MM) IN |
| | HEIGHT AND SHALL BE PLACED ON THE SIDE OF THE WALKWAY |
| | NEAREST THE CONSTRUCTION. BARRIERS SHALL EXTEND THE |
| | ENTIRE LENGTH OF THE CONSTRUCTION SITE. |
| | |
| | 8) 2014 FBC0B 3306.2 WALKWAYS. A WALKWAY SHALL BE |
| | PROVIDED FOR PEDESTRIAN TRAVEL IN FRONT OF EVERY |
| | CONSTRUCTION AND DEMOLITION SITE UNLESS THE APPLICABLE |
| | GOVERNING AUTHORITY AUTHORIZES THE SIDEWALK TO BE |
| | FENCED OR CLOSED. WALKWAYS SHALL BE OF SUFFICIENT WIDTH |
| | TO ACCOMMODATE THE PEDESTRIAN TRAFFIC, BUT IN NO CASE |
| | SHALL THEY BE LESS THAN 4 FEET (1219 MM) IN WIDTH. |
| | WALKWAYS SHALL BE PROVIDED WITH A DURABLE WALKING |
| | SURFACE. WALKWAYS SHALL BE ACCESSIBLE IN ACCORDANCE |
| | WITH CHAPTER 11 AND SHALL BE DESIGNED TO SUPPORT ALL |
| | IMPOSED LOADS AND IN NO CASE SHALL THE DESIGN LIVE LOAD |
| | BE LESS THAN 150 POUNDS PER SQUARE FOOT (PSF). WILL THE |
| | WALKWAYS ON THE SOUTH SIDE OF TRINITY PLACE BE CLOSED? |
| | |
| | 9) 2014 FBC-B 3306.7 COVERED WALKWAYS. COVERED WALKWAYS |
| | SHALL HAVE A CLEAR HEIGHT OF NOT LESS THAN 8 FEET (2438 |
| | MM) AS MEASURED FROM THE FLOOR SURFACE TO THE CANOPY |
| | OVERHEAD. ADEQUATE LIGHTING SHALL BE PROVIDED AT ALL |
| | TIMES. COVERED WALKWAYS SHALL BE DESIGNED TO SUPPORT |
| | ALL IMPOSED LOADS. IN NO CASE SHALL THE DESIGN LIVE |
| | LOAD BE LESS THAN 150 PSF FOR THE ENTIRE STRUCTURE. |
| | |
| | 10) PLEASE PROVIDE COMPLIANCE WITH: POLLUTION |
| | PREVENTION PLAN. 2014 FBC-B 3307.1 PROTECTION REQUIRED. |
| | ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE |
| | PROTECTED FROM DAMAGE DURING CONSTRUCTION, REMODELING |
| | AND DEMOLITION WORK. PROVISIONS SHALL BE MADE TO |
| | CONTROL WATER RUNOFF AND EROSION DURING CONSTRUCTION OR |
| | DEMOLITION ACTIVITIES. THE PERSON MAKING OR CAUSING AN |
| | EXCAVATION TO BE MADE SHALL PROVIDE WRITTEN NOTICE TO |
| | THE OWNERS OF ADJOINING BUILDINGS ADVISING THEM THAT |
| | THE EXCAVATION IS TO BE MADE AND THAT THE ADJOINING |
| | BUILDINGS SHOULD BE PROTECTED. SAID NOTIFICATION SHALL |
| | BE DELIVERED NOT LESS THAN 10 DAYS PRIOR TO THE |
| | SCHEDULED STARTING DATE OF THE EXCAVATION. |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION 109.3.10 IMPACT OF CONSTRUCTION. ALL |
| | CONSTRUCTION ACTIVITY REGULATED BY THIS CODE SHALL BE |
| | PERFORMED 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 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 PARCEL SHALL AS A |
| | PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED |
| | DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS |
| | PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A |
| | CERTIFICATION FROM A LICENSED ENGINEER SHALL BE |
| | SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL |
| | OF THE FINAL INSPECTION. |
| | |
| | 11) PLEASE PROVIDE DETAILS SHOWING HOW COMPLIANCE WITH |
| | 2014 FBC-B 3306.9 ADJACENT TO EXCAVATIONS. |
| | EVERY EXCAVATION ON A SITE LOCATED 5 FEET (1524 MM) OR |
| | LESS FROM THE STREET LOT LINE SHALL BE ENCLOSED WITH A |
| | BARRIER NOT LESS THAN 6 FEET (1829 MM) IN HEIGHT. WHERE |
| | LOCATED MORE THAN 5 FEET (1524 MM) FROM THE STREET LOT |
| | LINE, A BARRIER SHALL BE ERECTED WHERE REQUIRED BY THE |
| | BUILDING OFFICIAL. BARRIERS SHALL BE OF ADEQUATE |
| | STRENGTH TO RESIST WIND PRESSURE AS SPECIFIED IN |
| | CHAPTER 16. |
| | |
| | 11A) PLEASE PROVIDE DETAILS SHOWING COMPLIANCE WITH |
| | 2014 FBC-B 3307.1 PROTECTION REQUIRED. ADJOINING PUBLIC |
| | AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE |
| | DURING CONSTRUCTION AND DEMOLITION WORK. PROTECTION |
| | SHALL BE PROVIDED FOR FOOTINGS, FOUNDATIONS, PARTY |
| | WALLS, CHIMNEYS, SKYLIGHTS AND ROOFS. WITH THE |
| | EXCAVATION AND AUGER CAST PILE HOW WILL THE BUILDING TO |
| | THE SOUTH BE PROTECTED FROM SETTLEMENT? |
| | |
| | 11B) 2014 FBC-B 3307.1 THE PERSON MAKING OR CAUSING AN |
| | EXCAVATION TO BE MADE SHALL PROVIDE WRITTEN NOTICE TO |
| | THE OWNERS OF ADJOINING BUILDINGS ADVISING THEM THAT |
| | THE EXCAVATION IS TO BE MADE AND THAT THE ADJOINING |
| | BUILDINGS SHOULD BE PROTECTED. SAID NOTIFICATION SHALL |
| | BE DELIVERED NOT LESS THAN 10 DAYS PRIOR TO THE |
| | SCHEDULED STARTING DATE OF THE EXCAVATION. |
| | |
| | 12) WHEN EXCAVATING WILL THE EXCESS SOILS BE STORED ON |
| | SITE? 2014 FBC-B 3304.1.2 SURCHARGE. NO FILL OR OTHER |
| | SURCHARGE LOADS SHALL BE PLACED ADJACENT TO ANY |
| | BUILDING OR STRUCTURE UNLESS SUCH BUILDING OR STRUCTURE |
| | IS CAPABLE OF WITHSTANDING THE ADDITIONAL LOADS CAUSED |
| | BY THE FILL OR SURCHARGE. EXISTING FOOTINGS OR |
| | FOUNDATIONS WHICH CAN BE AFFECTED BY ANY EXCAVATION |
| | SHALL BE UNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED |
| | AGAINST SETTLEMENT AND SHALL BE PROTECTED AGAINST LATER |
| | MOVEMENT. |
| | |
| | 13) PLEASE DOCUMENT COMPLIANCE WITH: 2014 FBC-B 3313.1 |
| | WHERE REQUIRED. AN APPROVED WATER SUPPLY FOR FIRE |
| | PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE |
| | MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES |
| | ON THE SITE. PLEASE PROVIDE WHERE THIS CONNECTION WILL |
| | BE MADE. |
| | |
| | 14) NOTICE: 2014 FBC-B [F] 3311.1 WHERE REQUIRED. IN |
| | BUILDINGS REQUIRED TO HAVE STANDPIPES BY SECTION |
| | 905.3.1, NOT LESS THAN ONE STANDPIPE SHALL BE PROVIDED |
| | FOR USE DURING CONSTRUCTION. SUCH STANDPIPES SHALL BE |
| | INSTALLED WHEN THE PROGRESS OF CONSTRUCTION IS NOT MORE |
| | THAN 40 FEET (12 192 MM) IN HEIGHT ABOVE THE LOWEST |
| | LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS. SUCH STANDPIPE |
| | SHALL BE PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS |
| | AT ACCESSIBLE LOCATIONS ADJACENT TO USABLE STAIRS. SUCH |
| | STANDPIPES SHALL BE EXTENDED AS CONSTRUCTION PROGRESSES |
| | TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF |
| | CONSTRUCTION HAVING SECURED DECKING OR FLOORING. |
| | 15A) 2014 FBC-B [F] 3309.1 WHERE REQUIRED. ALL |
| | STRUCTURES UNDER CONSTRUCTION SHALL BE PROVIDED WITH |
| | NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER |
| | IN ACCORDANCE WITH SECTION 906 AND SIZED FOR NOT LESS |
| | THAN ORDINARY HAZARD AS FOLLOWS: |
| | 1. AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE |
| | COMBUSTIBLE MATERIALS HAVE ACCUMULATED. |
| | 2. IN EVERY STORAGE AND CONSTRUCTION SHED. |
| | 3. ADDITIONAL PORTABLE FIRE EXTINGUISHERS SHALL BE |
| | PROVIDED WHERE SPECIAL HAZARDS EXIST, SUCH AS THE |
| | STORAGE AND USE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS. |
| | |
| | 15B) 2014 FBC-B 3309.2 FIRE HAZARDS. THE PROVISIONS OF |
| | THIS CODE AND THE FLORIDA FIRE PREVENTION CODE SHALL BE |
| | STRICTLY OBSERVED TO SAFEGUARD AGAINST ALL FIRE HAZARDS |
| | ATTENDANT UPON CONSTRUCTION OPERATIONS. |
| | |
| | 16) 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION 109.3.10.1 HURRICANE 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 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. |
| | 17) STRUCTURAL SHEET S1.01 UNDER THE HEADING OF AUGER |
| | CAST PILE INDICATES THERE WAS A GEOTECHNICAL STUDY |
| | COMPLETED BY LANGAN ENGINEERING & ENVIRONMENTAL |
| | SERVICES MAY 21/ 2015 REPORT # 300176801. PLEASE |
| | PROVIDE 3 SIGNED AND SEALED ORIGINAL REPORTS. 2014 |
| | FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE |
| | CLASSIFICATION, STRENGTH OR COMPRESSIBILITY 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 BE PERMITTED TO REQUIRE THAT A |
| | GEOTECHNICAL INVESTIGATION BE CONDUCTED. |
| | 18) SUBMIT PLANS FOR TEST PILE UNDER A SEPARATE PERMIT. |
| | COMPLIANCE WITH 2014 WEST PALM BEACH AMENDMENTS TO THE |
| | FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION |
| | SECTION 117 TESTS. THE BUILDING OFFICIAL MAY REQUIRE |
| | TESTS OR TEST REPORTS AS PROOF OF COMPLIANCE. REQUIRED |
| | TESTS ARE TO BE MADE AT THE EXPENSE OF THE OWNER, OR |
| | AGENT, BY AN APPROVED TESTING LABORATORY OR OTHER |
| | APPROVED AGENCY, PLEASE PROVIDE WHAT AGENCY WILL BE |
| | MONITORING OF THE TEST AND PRODUCTION PILE? |
| | 19) WITH NO SOILS REPORT SUBMITTED PLEASE PROVIDE |
| | COMPLIANCE WITH 2014 FBC-B 1803.5.4 GROUND-WATER TABLE. |
| | A SUBSURFACE SOIL INVESTIGATION SHALL BE PERFORMED TO |
| | DETERMINE WHETHER THE EXISTING GROUND-WATER TABLE IS |
| | ABOVE OR WITHIN 5 FEET (1524 MM) BELOW THE ELEVATION OF |
| | THE LOWEST FLOOR LEVEL WHERE SUCH FLOOR IS LOCATED |
| | BELOW THE FINISHED GROUND LEVEL ADJACENT TO THE |
| | FOUNDATION. WILL A DEWATERING PLAN BE NECESSARY FOR |
| | THIS LOCATION? |
| | 20) SHEET A0.01; |
| | 20A) FIRE RESISTANCE RATINGS PER TABLE 601, THE |
| | DESIGNER OF RECORD DECIARES A REDUCTION IN HOUR RATING |
| | OF FIRE RATING PER FBC-B 403.2.1.1 FOR EXTERIOR BEARING |
| | WALLS, INTERIOR BEARING WALLS & THE PRIMARY STRUCTURAL |
| | FRAME. THE MATRIX DOES NOT SHOW A SEPARATE LINE ITEM |
| | FOR COLUMNS, UNDER SECTION |
| | B-403.2.1.1 THE EXCEPTION DOES NOT ALLOW THE REDUCTION |
| | OF COLUMNS SUPPORTING FLOORS. THE ONLY REDUCTION THAT |
| | CAN BE TAKEN WOULD BE UNDER FOOTNOTE ?A?. |
| | |
| | 20B) THE BUILDING INSULATION VALUES MAY VERY FROM WHAT |
| | IS LISTED SINCE THE ENERGY CALCULATIONS WERE NOT |
| | PROVIDED NOR THE METHOD OF COMPLIANCE UNDER THE ENERGY |
| | CODE IS A UNKNOWN. 2014 FBC-ENERGY CODE C401.2 |
| | APPLICATION. |
| | |
| | 20C) UNDER THE HEADING BUILDING MATERIALS THE STATEMENT |
| | STATES ALL APPROVALS FOR WINDOWS AND DOORS ARE REQUIRED |
| | TO BE APPROVED BY MIAMI/DADE COUNTY REQUIREMENTS FOR |
| | HIGH VELOCITY HURRICANE ZONE REQUIREMENTS. PLEASE NOTE |
| | ONLY BROWARD AND MIAMI-DADE COUNTY ARE UNDER THE HIGH |
| | VELOCITY HURRICANE ZONE. SEE DEFINITIONS UNDER 202. |
| | HIGH-VELOCITY HURRICANE ZONE. THIS ZONE CONSISTS OF |
| | BROWARD AND DADE COUNTIES. |
| | |
| | 20D) HEADING SUBMITTALS. PRODUCT APPROVALS LISTED BELOW |
| | CAN BE DEFERRED SUBMITTALS WITH THE APPROVAL OF EITHER |
| | THE DESIGNER OF RECORD OR CONTRACTOR ONCE THE WIND |
| | DESIGN CRITERIA IS REVIEWED AND APPROVED THEN THE |
| | SUBMITTALS CAN BE SUBMITTED AFTER PERMIT ISSUANCE. |
| | |
| | 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. |
| | |
| | 2014 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, MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP CURBS, |
| | INTAKE AND EXHAUST FANS |
| | (E) SHUTTERS |
| | (F) SKYLIGHTS |
| | (G PRE-ENGINEERED A/C STANDS |
| | |
| | 20E) IDENTIFY GLAZING/ MULLIONS. FOR ALL PRODUCTS WITH |
| | GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT, |
| | TYPE OF GLAZING, MULLION INFORMATION IF REQUIRED, |
| | ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING |
| | SIZE. 107.2.1 CONSTRUCTION DOCUMENTS SHALL BE OF |
| | SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND |
| | EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT |
| | WILL CONFORM TO THE PROVISIONS OF THIS CODE AND |
| | RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS |
| | DETERMINED BY THE BUILDING OFFICIAL. |
| | |
| | 20F) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY |
| | ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES |
| | FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL |
| | LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF |
| | ZONES 2 & 3. IF SO RAS 117 CALCULATIONS ARE REQUIRED BY |
| | EITHER A FLORIDA ARCHITECT OR ENGINEER. |
| | 2014 FBC-B 1603.1.4 WIND DESIGN DATA. 107.2.1.2 FOR |
| | ROOF ASSEMBLIES REQUIRED BY THE CODE, THE CONSTRUCTION |
| | DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND DELINEATE THE |
| | TYPE OF ROOFING SYSTEM, MATERIALS, FASTENING |
| | REQUIREMENTS, FLASHING REQUIREMENTS AND WIND RESISTANCE |
| | RATING THAT ARE REQUIRED TO BE |
| | INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL |
| | INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR |
| | THE SPECIFIC SITE OR A STATEMENT BY AN ARCHITECT OR |
| | ENGINEER FOR THE SPECIFIC SITE MUST BE SUBMITTED WITH |
| | THE CONSTRUCTION DOCUMENTS. |
| | |
| | 21) SITE PLAN A1.01 INDICATES THERE ARE 79 PARKING |
| | SPACES WITHIN THE BUILDING. SHEET A1.15 THE 5TH FLOOR |
| | LIFE SAFETY PLAN THE 3RD PARKING LEVEL SHOWS A TOTAL OF |
| | 4 ACCESSIBLE PARKING SPACES, OF THE 4 ACCESSIBLE |
| | PARKING SPACES, (1) SPACE NEEDS TO COMPLY WITH THE |
| | VERTICAL ACCESSIBILITY REQUIREMENTS OF ACCESS. CODE |
| | 502.5 VERTICAL CLEARANCES FROM THE ENTRY OF THE 1ST |
| | FLOOR, VEHICLE ELEVATORS INCOMING AND OUTGOING AND THE |
| | VEHICLE ROUTE SERVING THEM. SEE ACCESS. CODE 502.5. |
| | ADVISORY 502.5 VERTICAL CLEARANCE. |
| | SIGNS PROVIDED AT ENTRANCES TO PARKING FACILITIES |
| | INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF VAN |
| | ACCESSIBLE PARKING SPACES CAN PROVIDE USEFUL CUSTOMER |
| | ASSISTANCE. |
| | |
| | FLORIDA LAW, S.553.511, F.S., REQUIRES SIGNS BE POSTED |
| | THAT WILL WARN HANDICAPPED-EQUIPPED VAN OPERATORS OF |
| | HEIGHT LIMITATIONS SO THEY WILL NOT PASS BEYOND A POINT |
| | WHERE THE VAN CANNOT BE MANEUVERED. |
| | |
| | FLORIDA LAW ALSO PREEMPTS LOCAL GOVERNMENT HEIGHT |
| | RESTRICTION ORDINANCES THAT WOULD PROHIBIT COMPLIANCE |
| | WITH THE MINIMUM HEIGHT REQUIREMENTS OF THIS SECTION. |
| | ALSO, ANY LOCAL OR STATE LAW OR REGULATION THAT |
| | PROHIBITS A COVERED ENTITY FROM COMPLYING WITH |
| | REQUIREMENTS OF THE ADA MAY RENDER SUCH JURISDICTION IN |
| | VIOLATION OF THE ADA. |
| | |
| | 22) 2014 FBC-ACCESS. CODE ADVISORY 502.6 |
| | IDENTIFICATION. THE REQUIRED ?VAN ACCESSIBLE? |
| | DESIGNATION IS INTENDED TO BE INFORMATIVE, NOT |
| | RESTRICTIVE, IN IDENTIFYING THOSE SPACES THAT ARE |
| | BETTER SUITED FOR VAN USE. ENFORCEMENT OF MOTOR VEHICLE |
| | LAWS, INCLUDING PARKING PRIVILEGES, IS A LOCAL MATTER. |
| | PARKING SPACE AND ACCESS AISLE CONFIGURATIONS REQUIRED |
| | FOR ALL ACCESSIBLE PARKING BY FLORIDA LAW, S.553.5041, |
| | F.S., MEET THE VAN ACCESSIBLE SPACE REQUIREMENTS OF THE |
| | ADA STANDARDS FOR ACCESSIBLE DESIGN. THEREFORE, NO |
| | ACCESSIBLE SPACE IS MORE SUITABLE THAN ANY OTHER |
| | ACCESSIBLE SPACE FOR ?VAN ACCESSIBLE? PARKING. FLORIDA |
| | LAW ONLY REQUIRES ?VAN ACCESSIBLE? PARKING SIGNS IN |
| | PARKING STRUCTURES WHERE VAN PARKING MAY BE LIMITED TO |
| | THE FIRST LEVEL ACCESSIBLE SPACES. FLORIDA ACCESSIBLE |
| | PARKING SIGNS MUST INCLUDE INDICATION OF THE PENALTY |
| | FOR ILLEGAL PARKING IN ADDITION TO THE ACCESSIBLE |
| | PARKING SYMBOL REQUIRED BY THE ADA STANDARDS FOR |
| | ACCESSIBLE DESIGN. |
| | 23A) SHEET A1.11 GROUND FLOOR LIFE SAFETY PLAN VS. |
| | A2.01 GROUND FLOOR PLAN. THIS COMMENT WILL HOLD TRUE |
| | FOR ALL FLOORS, WITH THE EXCEPTION OF THE 3 PARKING |
| | FLOORS. NEITHER OF THESE PLANS HAVE LABELED, IDENTIFIED |
| | THE DOORS ON THE PLAN TO THE DOOR SCHEDULE FOUND ON |
| | A8.02. OPENING PROTECTIVES CANNOT BE REVIEWED UNDER |
| | FBC-B TABLE 716.5. EXAMPLE STAIR # 1 THERE ARE 3 DOORS |
| | ASSOCIATED WITH THE VERTICAL STAIR ENCLOSURE FOUND ON |
| | THE 1ST FLOOR. |
| | 23B) PLEASE NOTE THE LIFE SAFETY SHEET A1.12 & A2.02 |
| | THE OCCUPANT LOAD GIVEN FOR THIS FLOOR IS 581/ 3 EXIT |
| | STAIRWELLS IS 194 OCCUPANTS THROUGH THE 3 VERTICAL EXIT |
| | DOORWAYS. PLEASE NOTE THE LIFE SAFETY PLAN INDICATES |
| | CLEAR WIDTH FOR ALL 3 DOORS IS 34 INCHES WHICH CAN ONLY |
| | TAKE 170 OCCUPANTS AT EACH DOORWAY. THE TYPICAL EGRESS |
| | CAPACITY LEGEND FOUND ON THE SAME PAGE USES THE MEANS |
| | OF EGRESS CAPACITY FACTOR OF 0.2 INCHES PER OCCUPANT |
| | OVER THE ALLOWABLE 170 OCCUPANTS THROUGH A CLEAR |
| | OPENING OF 34 INCHES FOR ALL EGRESS DOORS ON THE 2 |
| | AFFECTED FLOORS 1ST AND 2ND FLOOR. |
| | PLEASE ALSO REVIEW THE EXCEPTION TO FBC-B 1005.3.2 THAT |
| | REDUCES THE MEANS OF EGRESS LOAD FACTOR FOR DOORS TO |
| | 0.15 INCH (3.8 MM) PER OCCUPANT IN BUILDINGS EQUIPPED |
| | THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED |
| | IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 AND |
| | AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN |
| | ACCORDANCE WITH SECTION 907.5.2.2. |
| | 23C) ON THE 1ST FLOOR THE WORST CASE SCENARIO OF 194 |
| | OCCUPANTS IS NOT FOUND AS THE OCCUPANT LOAD FOR THE |
| | WORST CASE SCENARIO EXITS THE BUILDING. FBC-B 1005.3.2. |
| | 23B) THE A1.11 GROUND FLOOR LIFE SAFETY PLAN VS. A2.01 |
| | GROUND FLOOR PLAN. COMMON COMMENT FOR ALL FLOORS. |
| | NEITHER OF THESE SHEETS SHOW WALL IDENTIFICATION TAGS |
| | THAT CORRELATE TO THE WALL RATING FOUND ON SHEET A9.01, |
| | EXCEPTION THE 3 PARKING FLOORS. 107.3.5.1.1 MINIMUM |
| | PLAN REVIEW CRITERIA FOR COMMERCIAL BUILDINGS. WALL |
| | RATINGS. EXTERIOR WALLS SECTION 705, FIRE BARRIERS 707, |
| | FIRE PARTITIONS 708, SMOKE BARRIERS, SHAFTS 713. |
| | 23C)(1) THE A1.11 GROUND FLOOR LIFE SAFETY PLAN VS. |
| | A2.01 GROUND FLOOR PLAN. PLEASE NOTE THE VERTICAL EXIT |
| | DOES NOT END AT THE EXTERIOR OF THE BUILDING. THE PLANS |
| | SHOW A CONTINUATION OF THIS EXIT LABELED CORRIDOR # 109 |
| | WITH A 3 HOUR FIRE RATED WALL ON ONE SIDE AND A 2 HOUR |
| | FIRE RATED WALL ON THE OTHER. PLEASE NOTE THIS |
| | EXTENSION OF THE VERTICAL EXIT NEEDS TO BE DEFINED AND |
| | BUILT AS A 2 HOUR EXIT PASSAGE WAY. 1022.10.1 |
| | TERMINATION AND EXTENSION. A SMOKEPROOF ENCLOSURE OR |
| | PRESSURIZED STAIRWAY SHALL TERMINATE AT AN EXIT |
| | DISCHARGE OR A PUBLIC WAY. |
| | 23C)(2) THE A1.11 GROUND FLOOR LIFE SAFETY PLAN VS. |
| | A2.01 GROUND FLOOR PLAN. THE EXTERIOR DOOR TO CORRIDOR |
| | # 120 LIST THE CLEAR OPENING AS 68 INCHES AND THE |
| | MAXIMUM OCCUPANCY THROUGH THIS DOOR AT 340 OCCUPANTS. |
| | THE DOOR APPEARS TO BE A 3 FOOT WIDE DOOR. SEE FBC-B |
| | 1005.3.2. |
| | 23D) THERE IS A DINING ELEMENT TO THE 1ST FLOOR PLEASE |
| | PROVIDE WHERE COMPLIANCE WITH 2014 FBC-ACCESS. CODE : |
| | 902.1. DINING SURFACES AND WORK SURFACES SHALL COMPLY |
| | WITH 902.2 AND 902.3. |
| | 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR SPACE |
| | COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH |
| | SHALL BE PROVIDED. KNEE AND TOE CLEARANCE COMPLYING |
| | WITH 306 SHALL BE PROVIDED. |
| | 902.3 HEIGHT. THE TOPS OF DINING SURFACES SHALL BE 28 |
| | INCHES (710 MM) MINIMUM AND 34 INCHES MAXIMUM ABOVE THE |
| | FINISH FLOOR OR GROUND. |
| | 904.5 FOOD SERVICE LINES. COUNTERS IN FOOD SERVICE |
| | LINES SHALL COMPLY WITH 904.5. |
| | 904.5.1 SELF-SERVICE SHELVES AND DISPENSING DEVICES. |
| | SELF-SERVICE SHELVES AND DISPENSING DEVICES FOR |
| | TABLEWARE, DISHWARE, CONDIMENTS, FOOD AND BEVERAGES |
| | SHALL COMPLY WITH 308. |
| | 904.5.2 TRAY SLIDES. THE TOPS OF TRAY SLIDES SHALL BE |
| | 28 INCHES (710 MM) MINIMUM AND 34 INCHES (865 MM) |
| | MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. |
| | 23E) ACCESS. CODE 226.1 WHERE DINING SURFACES ARE |
| | PROVIDED FOR THE CONSUMPTION OF FOOD OR DRINK, AT LEAST |
| | 5 PERCENT OF THE SEATING SPACES AND STANDING SPACES AT |
| | THE DINING SURFACES SHALL COMPLY WITH 902. IN ADDITION, |
| | WHERE WORK SURFACES ARE PROVIDED FOR USE BY OTHER THAN |
| | EMPLOYEES, AT LEAST 5 PERCENT SHALL COMPLY WITH 902. |
| | 23F) ACCESS. CODE 226.2 DISPERSION. DINING SURFACES AND |
| | WORK SURFACES REQUIRED TO COMPLY WITH 902 SHALL BE |
| | DISPERSED THROUGHOUT THE SPACE OR FACILITY CONTAINING |
| | DINING SURFACES AND WORK SURFACES. |
| | 23G) SHEET THE A1.11 GROUND FLOOR LIFE SAFETY PLAN VS. |
| | A2.01 GROUND FLOOR PLAN. ON THE SOUTH PROPERTY LINE |
| | WALL THERE ARE PORTIONS OF THE WALL THAT ARE 1 HOUR |
| | FIRE RATED AND SOME PORTIONS RATED FOR 2 HOURS. FBC-B |
| | TABLE 601 LIST A 2 HOUR FIRE RATING FOR EXTERIOR FIRE |
| | BEARING WALLS. ADDITIONAL INFORMATION REQUIRED. IF |
| | THESE WALLS ARE GOING TO BE IN FILE NONBEARING WALLS |
| | HOW WILL THE WALL RATING BE MAINTAINED AT THE JOINT |
| | LINE TOP COURSE OF BLOCK WHERE THE BEAM WOULD ALREADY |
| | BE IN PLACE? |
| | 24) SHEET A1.12 LIFE SAFETY 2ND FLOOR VS. A2.02 2ND |
| | FLOOR PLAN: |
| | 24A) EXITS STAIRS 1,2 &3 ALL INDICATE THEY ARE 57 |
| | INCHES WIDE. THE PROPOSED OCCUPANT LOAD FOR THE ENTIRE |
| | FLOOR IS 581 OCCUPANTS. 581 OCCUPANTS DIVIDE BY 3= 194 |
| | OCCUPANTS PER STAIR. WHEN YOU DIVIDE THE 57 INCHES OF |
| | STAIR WIDTH BY THE 0.3 = 190 OCCUPANTS. THE PLANS ARE |
| | DEFICIENT BY 4 OCCUPANTS PER STAIRWELL. SEE FBC-B |
| | 1005.3.1. THE CAPACITY, IN INCHES (MM), OF MEANS OF |
| | EGRESS STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE |
| | OCCUPANT LOAD SERVED BY SUCH STAIRWAY BY A MEANS OF |
| | EGRESS CAPACITY FACTOR OF 0.3 INCH (7.6 MM) PER |
| | OCCUPANT. |
| | 24B) SHEET A1.12 LIFE SAFETY 2ND FLOOR VS. A2.02 2ND |
| | FLOOR PLAN SHOWS AN OCCUPANT LOAD OF 581 OCCUPANTS AND |
| | TABLE 1021.1 REQUIRES 3 EXITS THERE IS AN ISSUE WITH |
| | FBC-B SECTION 1028.2 FOR THE 2ND FLOOR PLEASE DEFINE |
| | THE MAIN EXIT. 1028.2 ASSEMBLY MAIN EXIT. IN A |
| | BUILDING, ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT |
| | HAS AN OCCUPANT LOAD OF GREATER THAN 300 AND IS |
| | PROVIDED WITH A MAIN EXIT, THE MAIN EXIT SHALL BE OF |
| | SUFFICIENT WIDTH TO ACCOMMODATE NOT LESS THAN ONE-HALF |
| | OF THE OCCUPANT LOAD, BUT SUCH WIDTH SHALL NOT BE LESS |
| | THAN THE TOTAL REQUIRED WIDTH OF ALL MEANS OF EGRESS |
| | LEADING TO THE EXIT. WHERE THE BUILDING IS CLASSIFIED |
| | AS A GROUP A OCCUPANCY, THE MAIN EXIT SHALL FRONT ON AT |
| | LEAST ONE STREET OR AN UNOCCUPIED SPACE OF NOT LESS |
| | THAN 10 FEET (3048 MM) IN WIDTH THAT ADJOINS A STREET |
| | OR PUBLIC WAY. IN A BUILDING, ROOM OR SPACE USED FOR |
| | ASSEMBLY PURPOSES WHERE THERE IS NO WELL-DEFINED MAIN |
| | EXIT OR WHERE MULTIPLE MAIN EXITS ARE PROVIDED, EXITS |
| | SHALL BE PERMITTED TO BE DISTRIBUTED AROUND THE |
| | PERIMETER OF THE BUILDING PROVIDED THAT THE TOTAL WIDTH |
| | OF EGRESS IS NOT LESS THAN 100 PERCENT OF THE REQUIRED |
| | WIDTH. |
| | THE ISSUE WITH THE 2 EXITS GROUPED ON THE WEST SIDE OF |
| | THE BUILDING IF A FIRE BLOCKS THE 2 WEST EXITS 50% OF |
| | THE OCCUPANT LOAD IS STILL SUPPOSED TO EXIT OUT OF THE |
| | REMAINING EXITS. |
| | 1028.3 ASSEMBLY OTHER EXITS. IN ADDITION TO HAVING |
| | ACCESS TO A MAIN EXIT, EACH LEVEL IN A BUILDING USED |
| | FOR ASSEMBLY PURPOSES HAVING AN OCCUPANT LOAD GREATER |
| | THAN 300 AND PROVIDED WITH A MAIN EXIT, SHALL BE |
| | PROVIDED WITH ADDITIONAL MEANS OF EGRESS THAT SHALL |
| | PROVIDE AN EGRESS CAPACITY FOR AT LEAST ONE HALF OF THE |
| | TOTAL OCCUPANT LOAD SERVED BY THAT LEVEL AND SHALL |
| | COMPLY WITH SECTION 1015.2. IN A BUILDING USED FOR |
| | ASSEMBLY PURPOSES WHERE THERE IS NO WELL-DEFINED MAIN |
| | EXIT OR WHERE MULTIPLE MAIN EXITS ARE PROVIDED, EXITS |
| | FOR EACH LEVEL SHALL BE PERMITTED TO BE DISTRIBUTED |
| | AROUND THE PERIMETER OF THE BUILDING, PROVIDED THAT THE |
| | TOTAL WIDTH OF EGRESS IS NOT LESS THAN 100 PERCENT OF |
| | THE REQUIRED WIDTH. |
| | 24C) PLEASE REVIEW THE MEETING ROOM # 3 THE ROOM HAS AN |
| | OCCUPANT LOAD OF 107 OCCUPANTS THE PLEASE SEE SIDE WALL |
| | BETWEEN ROOMS 220 & 221. THIS SECTION OF WALL HAS 2 |
| | DOORS SWINGING IN OPPOSITE DIRECTIONS. THE REMAINDER OF |
| | THE MEETING ROOMS (217, 218 & 219) ALSO HAVE AN |
| | OCCUPANT LOAD GREATER THAN 50 REQUIRING A SECOND MEANS |
| | OF EGRESS WITH THE DOOR SWINGING IN THE DIRECTION OF |
| | TRAVEL. FBC-B 1008.1.2. |
| | 24D) THERE IS A NOTE FOR S SMOKE PARTITION FOR THE 2 |
| | STORY ATRIUM USING THE EXCEPTION #1 REQUIRING BOTH |
| | REQUIREMENTS OF 404.6 EXCEPTION 1.1 & 1.2 BE MET. |
| | PLEASE PROVIDE DETAILS FOR THE SPACING OF THE FIRE |
| | SPRINKLERS AND COMPLIANCE WITH 1.2 1.2. THE GLASS WALL |
| | SHALL BE INSTALLED IN A GASKETED FRAME IN A MANNER THAT |
| | THE FRAMING SYSTEM DEFLECTS WITHOUT BREAKING (LOADING) |
| | THE GLASS BEFORE THE SPRINKLER SYSTEM OPERATES. |
| | 24E) THE DOOR SCHEDULE ON SHEET A8.02 INDICATES IN |
| | STAIRWELL 3 AN ACCESS HATCH IDENTIFIED AS S3, NOT |
| | IDENTIFIED ON THE FLOOR PLAN. FBC-B 1022.4. OPENINGS IN |
| | INTERIOR EXIT STAIRWAYS OTHER THAN UNPROTECTED EXTERIOR |
| | OPENINGS SHALL BE LIMITED TO THOSE NECESSARY FOR EXIT |
| | ACCESS TO THE ENCLOSURE FROM NORMALLY OCCUPIED SPACES |
| | AND FOR EGRESS FROM THE ENCLOSURE. |
| | 25) SHEET A1.13 THE 3RD FLOOR PARKING & SHEET A2.03, |
| | THESE SHEETS WILL BE COMMON COMMENTS FOR THE 3RD, |
| | 4TH AND 5TH FLOORS. |
| | |
| | 25A) THIS WILL BE A COMMON COMMENT FOR ALL FLOORS. NONE |
| | OF THE FLOORS SHOW THE FIRE SERVICE ACCESS ELEVATOR |
| | LOBBY TO BE ENCLOSED BY A SMOKE BARRIER HAVING A FIRE |
| | RESISTANCE RATING OF NOT LESS THAN 1 HOUR. SEE FBC-B |
| | 3007.7.2. THE FIRE SERVICE ACCESS ELEVATOR LOBBY SHALL |
| | BE ENCLOSED WITH A SMOKE BARRIER HAVING A |
| | FIRE-RESISTANCE RATING OF NOT LESS THAN 1 HOUR, EXCEPT |
| | THAT LOBBY DOORWAYS SHALL COMPLY WITH SECTION 3007.7.3. |
| | 25B) COMMENT COMMON TO ALL FLOORS. THE FIRE SERVICE |
| | ACCESS ELEVATOR LOBBY ENTRY DOORS IN THE DOOR |
| | SCHEDULEA8.02 ARE NOT FIRE RATED. 3007.7.3 LOBBY |
| | DOORWAYS. OTHER THAN THE DOOR TO THE HOIST WAY, EACH |
| | DOORWAY TO A FIRE SERVICE ACCESS ELEVATOR LOBBY SHALL |
| | BE PROVIDED WITH A 3/4-HOUR FIRE DOOR ASSEMBLY |
| | COMPLYING WITH SECTION 716.5. THE FIRE DOOR ASSEMBLY |
| | SHALL ALSO COMPLY WITH THE SMOKE AND DRAFT CONTROL DOOR |
| | ASSEMBLY REQUIREMENTS OF SECTION 716.5.3.1 WITH THE UL |
| | 1784 TEST CONDUCTED WITHOUT THE ARTIFICIAL BOTTOM SEAL. |
| | 25C) COMMENT COMMON TO THE 3 PARKING GARAGE FLOORS. |
| | DOOR 303A DOES NOT HAVE 18 INCHES FOR MANEUVERING |
| | CLEARANCES ON THE LATCH SIDE OF THE DOOR. SEE |
| | FBC-ACCESS. CODE 404.2.4. |
| | 25D) NEITHER THE GENERATOR ROOM NOR THE DOOR TO THE |
| | GENERATOR ROOM SHOW A FIRE RATING. 2014 FBC-B 403.4.8.1 |
| | REQUIRES 2 HOUR FIRE RATED WALLS WITH 1 ? HOUR OPENING |
| | PROTECTIVES. TABLE 716.5. |
| | 25E) THIS COMMENT IS A COMMON FOR THE 3 PARKING FLOORS |
| | AND THE 1ST FLOOR. THE PLANS INDICATE TO PROVIDE FALL |
| | PROTECTION AT THE ENTRY OF THE AUTOMOBILE ELEVATOR. |
| | PLEASE PROVIDE COMPLIANCE WITH 2014 FBC-B 1013.2 GUARDS |
| | SHALL BE LOCATED ALONG OPEN-SIDED, EQUIPMENT PLATFORMS, |
| | STAIRS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN |
| | 30 INCHES (762 MM) MEASURED VERTICALLY TO THE FLOOR OR |
| | GRADE BELOW AT ANY POINT WITHIN 36 INCHES (914 MM) |
| | HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARDS SHALL |
| | BE ADEQUATE IN STRENGTH AND ATTACHMENT IN ACCORDANCE |
| | WITH SECTION 1607.8. |
| | |
| | 25F) THIS IS A COMMON COMMENT FOR THE 3 GARAGE PARKING |
| | FLOORS ALL EXTERIOR WALLS WHERE A VEHICLE COULD RUN |
| | INTO THE WALL AND THE COMMON WALL BETWEEN THE PARKING |
| | GARAGE AND ATRIUM WILL NEED TO SHOW COMPLIANCE WITH |
| | 1607.8.3 VEHICLE BARRIERS. VEHICLE BARRIERS FOR |
| | PASSENGER VEHICLES SHALL BE DESIGNED TO RESIST A |
| | CONCENTRATED LOAD OF 6,000 POUNDS IN ACCORDANCE WITH |
| | SECTION 4.5.3 OF ASCE 7. ASCE 7-10 SECTION 4.5.3 FOR |
| | DESIGN OF THE SYSTEM, THE LOADS SHALL BE ASSUME TO ACT |
| | BETWEEN 1FT. 6 INCHES AND 2 FT. 3 INCHES ABOVE THE |
| | FINISH FLOOR SURFACE, LOCATED TO PRODUCE A MAXIMUM LOAD |
| | EFFECTS. THE LOAD SHALL BE APPLIED ON AN AREA NOT TO |
| | EXCEED 12 IN. BY 12 IN. |
| | |
| | 25G) SHEET A2.05 LIFE SAFETY PLAN INDICATES 2 |
| | ACCESSIBLE PARKING STALLS WITH COLUMNS IN THE ACCESS |
| | AISLE. PLEASE PROVIDE THE CLEAR WIDTH FROM THE COLUMN |
| | TO THE ACCESSIBLE PARKING STALL. FBC-ACCESSIBILITY CODE |
| | 502.3.1 WIDTH. ACCESS AISLES SERVING CAR AND VAN |
| | PARKING SPACES SHALL BE 60 INCHES (1525 MM) WIDE |
| | MINIMUM. |
| | 26) SHEET A1.16 6TH FLOOR LIFE SAFETY PLAN & A7.05 & |
| | A7.06 ENLARGED FLOOR PLAN 6TH FLOOR. |
| | 26A) COMMON COMMENT ALL FLOORS. THERE IS A UNKNOWN WALL |
| | TYPE NO SHOWN ON EITHER PLANS WITHIN THE LINEN SHOOT |
| | ENCLOSURE, THE WALL IN COMMON WITH THE HOUSE KEEPING |
| | ROOM IS NOT IDENTIFIED. THIS WALL SHOULD BE A 2 HOUR |
| | FIRE RATED WALL, IT IS PART OF THE SHAFT ENCLOSURE. |
| | FBC-B 713.4 FIRE-RESISTANCE RARING. |
| | |
| | 26B) COMMON COMMENT ALL FLOORS. THE DOOR TO GAIN ENTRY |
| | INTO THE HOUSE KEEPING ROOM IS LABELED X23. |
| | SHEET A8.02 THE DOOR SCHEDULE INDICATES UNDER NOTE 22 |
| | THIS DOOR IS A ?DUTCH DOOR? THIS DOOR PROVIDE 2 LEAVES, |
| | ONE ABOVE THE OTHER. PLEASE PROVIDE THE TESTED ASSEMBLY |
| | FOR THIS TYPE OF CONFIGURATION, WHERE IS THE BREAK IN |
| | THE DOOR TO OCCUR, WHERE WILL THE LOCK SET BE LOCATED, |
| | WHAT ASSEMBLY IS TO HOLD THE DOOR TOGETHER, WILL THE |
| | TOP AND BOTTOM PORTIONS OF THE DOOR BE ON SPRING TYPE |
| | HINGES, WILL BOTH HALVES OF THE DOOR BE ON HOLD OPEN |
| | DEVISES THAT WILL ACTIVATE UPON FIRE AND OR SMOKE |
| | ALARM? NOTE 19 INDICATES A VIEW PANEL, HOW LARGE OF A |
| | VIEW PANEL. MISSING INFORMATION 107.2.1.3. TABLE 716.5/ |
| | 716.5.8 GLAZING MATERIAL. FIRE-PROTECTION-RATED GLAZING |
| | CONFORMING TO THE OPENING PROTECTION REQUIREMENTS IN |
| | SECTION 716.5 SHALL BE PERMITTED IN FIRE DOOR |
| | ASSEMBLIES. |
| | 716.5.8.1 SIZE LIMITATIONS. FIRE-PROTECTION-RATED |
| | GLAZING SHALL COMPLY WITH THE SIZE LIMITATIONS OF NFPA |
| | 80, AND AS PROVIDED IN SECTIONS 716.5.8.1.1 AND |
| | 716.5.8.1.2. |
| | |
| | 26C) SHEET A6.13 LINEN CHUTE DETAIL SHEET. PLEASE NOTE |
| | SECTION DETAILS OF THE LINEN CHUTE ARE MISSING 2 |
| | DETAILS; |
| | 26C)(1) THE DETAIL DOES NOT INCLUDE THE HOUSING OR NOTE |
| | FOR THE REQUIREMENT OF FBC-B 903.2.11.2 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 SHALL HAVE ADDITIONAL SPRINKLER HEADS |
| | INSTALLED AT ALTERNATE FLOORS AND AT THE LOWEST INTAKE. |
| | WHERE A RUBBISH CHUTE EXTENDS THROUGH A BUILDING MORE |
| | THAN ONE FLOOR BELOW THE LOWEST INTAKE, THE EXTENSION |
| | SHALL HAVE SPRINKLERS INSTALLED THAT ARE RECESSED FROM |
| | THE DROP AREA OF THE CHUTE AND PROTECTED FROM FREEZING |
| | IN ACCORDANCE WITH SECTION 903.3.1.1. SUCH SPRINKLERS |
| | SHALL BE INSTALLED AT ALTERNATE FLOORS, BEGINNING WITH |
| | THE SECOND LEVEL BELOW THE LAST INTAKE AND ENDING WITH |
| | THE FLOOR ABOVE THE DISCHARGE. CHUTE SPRINKLERS SHALL |
| | BE ACCESSIBLE FOR SERVICING. ACCESS DOOR REQUIRED. |
| | |
| | 26C)(2) MISSING DETAIL FOR THE ACCESS DOOR INTO THE |
| | CHUTE ITSELF AND NOTE FOR THE FIRE RATING OF THE |
| | ASSEMBLY. FBC-B 713.13.1 REFUSE, RECYCLING AND LAUNDRY |
| | CHUTE ENCLOSURES. OPENINGS INTO THE SHAFT, INCLUDING |
| | THOSE FROM ACCESS ROOMS AND TERMINATION ROOMS, SHALL BE |
| | PROTECTED IN ACCORDANCE WITH THIS SECTION AND SECTION |
| | 716. OPENINGS INTO CHUTES SHALL NOT BE LOCATED IN |
| | CORRIDORS. DOORS SHALL BE SELF- OR AUTOMATIC-CLOSING |
| | UPON THE ACTUATION OF A SMOKE DETECTOR IN ACCORDANCE |
| | WITH SECTION 716.5.9.3. |
| | |
| | 26D) COMMON COMMENT FOR 6-12 FLOORS THE 2 HOUR FIRE |
| | RATED SHAFT BEHIND THE SERVICE ELEVATOR AND P1 ELEVATOR |
| | DO NOT HAVE THE WALL IDENTIFICATION TAGS. 107.2.1.3. |
| | ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 26E) PLEASE PROVIDE IF THERE ARE ANY DWELLING UNITS |
| | WITHIN THE FLOORS 6-12? DEFINITION: |
| | DWELLING UNIT. A SINGLE UNIT PROVIDING COMPLETE, |
| | INDEPENDENT LIVING FACILITIES FOR ONE OR MORE PERSONS, |
| | INCLUDING PERMANENT PROVISIONS FOR LIVING, SLEEPING, |
| | EATING, COOKING AND SANITATION. |
| | |
| | SLEEPING UNIT. A ROOM OR SPACE IN WHICH PEOPLE SLEEP, |
| | WHICH CAN ALSO INCLUDE PERMANENT PROVISIONS FOR LIVING, |
| | EATING, AND EITHER SANITATION OR KITCHEN FACILITIES BUT |
| | NOT BOTH. SUCH ROOMS AND SPACES THAT ARE ALSO PART OF A |
| | DWELLING UNIT ARE NOT SLEEPING UNITS. |
| | |
| | IF THERE ARE DWELLING UNITS THEN CODE REQUIREMENTS FOR |
| | : |
| | FBC-B 2010 1207.2 AIR-BORNE SOUND. |
| | FBC-B 2010 1207.3 STRUCTURE-BORNE SOUND. |
| | FLAME SPREAD- FBC-B 2014 603.1. EXCEPTION 2. FLOOR |
| | INSULATION. INSULATION INSTALLED BETWEEN A |
| | FINISHED FLOOR AND SOLID DECKING WITHOUT INTERVENING |
| | AIRSPACE SHALL BE ALLOWED TO HAVE A FLAME |
| | SPREAD INDEX OF NOT MORE THAN 200. |
| | |
| | 26F) BUILDING PROVISO/ DEFERRED SUBMITTAL: OPEN AIR |
| | TERRACE WATERPROOFING MATERIAL AND DETAILS. SHEET 5.11. |
| | ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE. THE REGISTERED DESIGN |
| | PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE |
| | FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS |
| | PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED |
| | SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF |
| | THE BUILDING. PRODUCTS SHALL BE REVIEWED AND APPROVED |
| | IN WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL |
| | FOR JURISDICTIONAL APPROVAL. |
| | |
| | 26G) BUILDING PROVISO/ DEFERRED SUBMITTALS: OPEN AIR |
| | TERRACE VIVA BLADE GUARD RAIL SYSTEM. SHEET 5.11. |
| | ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE. THE REGISTERED DESIGN |
| | PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE |
| | FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS |
| | PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED |
| | SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF |
| | THE BUILDING. PRODUCTS SHALL BE REVIEWED AND APPROVED |
| | IN WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL |
| | FOR JURISDICTIONAL APPROVAL. |
| | |
| | 26H) ** COMMON COMMENT FOR ALL FLOORS (6-12) WHERE THE |
| | ALLOWABLE COMMON PATH OF TRAVEL IS EXCEEDED. EXAMPLE: |
| | ROOMS 604 & 605 FROM THE MOST REMOTE POINT IN THE SUITE |
| | TO THE NEAREST VERTICAL EXIT IS OVER THE ALLOWABLE 75 |
| | FT. TO ACHIEVE THE ALLOWABLE 75 FT. A RATED WALL IS |
| | INSTALLED IN THE EXIT ACCESS CORRIDOR, ON THE DOOR |
| | SCHEDULE THIS DOOR IS NOT FIRE RATED. PLEASE PROVIDE A |
| | CODE SECTION WHERE THIS IS ALLOWED TO BE CONSIDERED |
| | CODE COMPLIANT. 2014 FBC-B TABLE 1014.3. DEFINITION: |
| | COMMON PATH OF EGRESS TRAVEL. THAT PORTION OF EXIT |
| | ACCESS WHICH THE OCCUPANTS ARE REQUIRED TO TRAVERSE |
| | BEFORE TWO SEPARATE AND DISTINCT PATHS OF EGRESS TRAVEL |
| | TO TWO EXITS ARE AVAILABLE. PATHS THAT MERGE ARE COMMON |
| | PATHS OF TRAVEL. COMMON PATHS OF EGRESS TRAVEL SHALL BE |
| | INCLUDED WITHIN THE PERMITTED TRAVEL DISTANCE. |
| | |
| | 27) SHEET A1.18 & A7.09 & A7.10. THE 8TH, 10TH & 12TH |
| | FLOORS. THIS COMMENT FOR THE ROOMS 818,819,1018, |
| | 1019,1218 & 1219 ALL EXCEED THE ALLOWABLE 75 FT. |
| | ALLOWABLE COMMON PATH OF TRAVEL OF 75 FT. 2014 FBC-B |
| | TABLE 1014.3 |
| | |
| | 28) SHEET A2.08A THE INTERSTITIAL SPACE FLOOR PLAN. IN |
| | BOTH VERTICAL EXIT STAIR TOWERS 1 & 2 THERE IS A NOTE |
| | OF A DOOR LABELED S3 AND NOTE TO THE SIDE TO PROVIDE A |
| | 3 FT. X 4 FT. ACCESS HATCH. THIS DOOR/ ACCESS HATCH IS |
| | WITHIN THE VERTICAL EXIT AND LEADS TO THE INTERSTITIAL |
| | SPACE BETWEEN FLOORS. PLEASE FIND ANOTHER WAY TO ACCESS |
| | THE INTERSTITIAL SPACE BETWEEN FLOORS. CODE COMPLIANCE |
| | FOR THE VERTICAL EXIT STAIRS CANNOT BE MET WITH THIS |
| | OPENING WITHIN THE STAIRS. PLEASE SEE THE 2014 FBC-B |
| | SECTION 1022.4 OPENINGS. |
| | INTERIOR EXIT STAIRWAY AND RAMP OPENING PROTECTIVES |
| | SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION |
| | 716. OPENINGS IN INTERIOR EXIT STAIRWAYS AND RAMPS |
| | OTHER THAN UNPROTECTED EXTERIOR OPENINGS SHALL BE |
| | LIMITED TO THOSE NECESSARY FOR EXIT ACCESS TO THE |
| | ENCLOSURE FROM NORMALLY OCCUPIED SPACES AND FOR EGRESS |
| | FROM THE ENCLOSURE. |
| | |
| | 29) SHEET A2.09 & A7.41 13TH FLOOR ROOFTOP GARDEN: |
| | 29A) THIS SHEET INDICATES A SECTION FOR RESTROOM 1321 & |
| | 1322, PAGE A7.41 SECTION 04. PLEASE SEE ON THIS SHEET |
| | THE DETAIL IS MISSING. 107.2.1.3. ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 29B) DOORS 1322, 1323,1324, 1325 & 1326 ARE MISSING |
| | FROM THE DOOR SCHEDULE FOUND ON SHEET A8.02, CANNOT BE |
| | CHECKED FOR SIZE, TYPE NOR FIRE RATING. 2014 FBC-B |
| | 1008.1.1, TABLE 716.5. |
| | |
| | 29C) DOORS NOT NUMBERS, THE DOOR ALL THE WAY TO THE |
| | LEFT OF THE PAGE SEPARATING AREAS 1313 & 1314 SWINGS |
| | AGAINST THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A |
| | ROOM OR AREA CONTAINING AN OCCUPANT LOAD OF 50 OR MORE |
| | PERSONS OR A GROUP H OCCUPANCY. FBC-B 1008.1.2. |
| | 29D) BARS 1311 AND 1312 WILL NEED TO SHOW COMPLIANCE |
| | WITH; 2014 FBC-ACCESS. CODE 902.3 HEIGHT. THE TOPS OF |
| | DINING SURFACES SHALL BE 28 INCHES MINIMUM AND 34 |
| | INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. |
| | 29E) THE AREAS ROOF LOUNGE AND LOBBY, 1313 & 1314 MAY |
| | NEED TO COMPLY WITH ACCESS. CODE 902.3 IF THERE ARE |
| | TABLES PRESENT. THIS PLAN DOES NOT SHOW A SEATING |
| | ARRANGEMENT IN THE ROOF LOUNGE 1314. |
| | |
| | 29F) STAIRWELL # 1 SHOWS A LADDER TO GAIN ACCESS TO THE |
| | ROOF TOP EQUIPMENT. PLEASE REVIEW : |
| | 2014 FBC-B SECTION 1022.4 OPENINGS. INTERIOR EXIT |
| | STAIRWAY AND RAMP OPENING PROTECTIVES SHALL BE IN |
| | ACCORDANCE WITH THE REQUIREMENTS OF SECTION 716. |
| | OPENINGS IN INTERIOR EXIT STAIRWAYS AND RAMPS OTHER |
| | THAN UNPROTECTED EXTERIOR OPENINGS SHALL BE LIMITED TO |
| | THOSE NECESSARY FOR EXIT ACCESS TO THE ENCLOSURE FROM |
| | NORMALLY OCCUPIED SPACES AND FOR EGRESS FROM THE |
| | ENCLOSURE. |
| | FBC-B 1022.5 PENETRATIONS. PENETRATIONS INTO AND |
| | OPENINGS THROUGH INTERIOR EXIT STAIRWAYS AND RAMPS ARE |
| | PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, EQUIPMENT |
| | AND DUCTWORK NECESSARY FOR INDEPENDENT VENTILATION OR |
| | PRESSURIZATION, SPRINKLER PIPING, STANDPIPES, |
| | ELECTRICAL RACEWAY FOR FIRE DEPARTMENT COMMUNICATION |
| | SYSTEMS AND ELECTRICAL RACEWAY SERVING THE INTERIOR |
| | EXIT STAIRWAY AND RAMP AND TERMINATING AT A STEEL BOX |
| | NOT EXCEEDING 16 SQUARE INCHES (0.010 M2). SUCH |
| | PENETRATIONS SHALL BE PROTECTED IN ACCORDANCE WITH |
| | SECTION 714. |
| | |
| | 30) POOL AND JACUZZI ARE NOT PART OF THIS PERMIT, WILL |
| | REQUIRE A SEPARATE PERMIT, REVIEW AND ASSOCIATED FEES. |
| | |
| | 31) FENCING AND GATES AROUND THE POOL WILL REQUIRE A |
| | SEPARATE PERMIT, REVIEW AND ASSOCIATED FEES. |
| | |
| | 32) SHEET A2.10 SHOWS AS HIDDEN LINES VARIOUS ROOF TOP |
| | EQUIPMENT. SHEET M2.10 SHOWS GENERIC ROOF TOP EQUIPMENT |
| | TIE DOWNS. DETAILS WILL NEED TO BE SPECIFIC FOR EACH |
| | TYPE AND SIZE OF ROOF TOP EQUIPMENT. FOR ALL ROOF TOP |
| | EQUIPMENT, CURBS OR A/C STANDS, DETAILED ATTACHMENT TO |
| | THE ROOF FRAMING & DECK AS WELL AS FROM THE CURB OR |
| | ROOF STAND TO THE EQUIPMENT ABOVE. |
| | |
| | 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS? |
| | 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL |
| | EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO |
| | WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND |
| | PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | 33) SHEET A2.10 PLEASE SHOW COMPLIANCE WITH: FBC-B 2014 |
| | 1509.6 MECHANICAL EQUIPMENT SCREENS. |
| | MECHANICAL EQUIPMENT SCREENS SHALL BE CONSTRUCTED OF |
| | THE MATERIALS SPECIFIED FOR THE EXTERIOR WALLS IN |
| | ACCORDANCE WITH THE TYPE OF CONSTRUCTION OF THE |
| | BUILDING. WHERE THE FIRE SEPARATION DISTANCE IS GREATER |
| | THAN 5 FEET (1524 MM), MECHANICAL EQUIPMENT SCREENS |
| | SHALL NOT BE REQUIRED TO COMPLY WITH THE |
| | FIRE-RESISTANCE RATING REQUIREMENTS. |
| | |
| | 34) A.600 SERIES DRAWINGS FOR STAIRWELL 1, 2 & 3. |
| | PLEASE PROVIDE COMPLIANCE WITH THE 2014 FBC-ACCESS. |
| | CODE SECTION 307.4 AND VIEW FIGURE 307.4 FOR VERTICAL |
| | CLEARANCES. |
| | |
| | 35) BUILDING PROVISO: DEFERRED SUBMITTAL. SHEETS A6.02 |
| | & A6.03 STAIR GUARDRAIL/ HANDRAILS . ADMINISTRATION |
| | 107.3.4 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. THE |
| | REGISTERED DESIGN |
| | PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE |
| | FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS |
| | PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED |
| | SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF |
| | THE BUILDING. |
| | FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL |
| | FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE |
| | ENGINEER OF RECORD FOR REVIEW. |
| | 36) SHEET A4.01 SHOWS A NORTH ELEVATION WITH A NOTE FOR |
| | CONCRETE CANOPY WITH WOOD COMPOSITE UNDERNEATH FINISH. |
| | THE STRUCTURAL SHEET S5.21 DETAIL PROVIDES STRUCTURAL |
| | DETAILS AS TO THE THICKNESS OF THIS CANOPY, AND THE |
| | PLACEMENT OF REINFORCEMENT. THERE ARE 2 AREAS OF |
| | CONCERN: |
| | |
| | 36A) THE NOTE FOUND ON A4.01 INDICATES THE UNDERNEATH |
| | SIDE OF THE CANOPY IS TO BE FINISHED WITH A WOOD |
| | COMPOSITE MATERIAL. WE FIND THIS SAME NOTE AT AROUND |
| | THE 155 FT. & 173.5 FT. ELEVATION. PLEASE PROVIDE |
| | PRODUCT LITERATURE ON THIS PRODUCT TO SEE HOW THIS |
| | MATERIAL WAS TESTED, TO WHAT STANDARD? DOES IT MEET THE |
| | DEFINITION OF A COMPOSITE MATERIAL. |
| | |
| | DEFINITION OF COMPOSITE MATERIAL: 703.5.2 COMPOSITE |
| | MATERIALS. MATERIALS HAVING A STRUCTURAL BASE OF |
| | NONCOMBUSTIBLE MATERIAL AS DETERMINED IN ACCORDANCE |
| | WITH SECTION 703.5.1 WITH A SURFACING NOT MORE THAN |
| | 0.125 INCH (3.18 MM) THICK THAT HAS A FLAME SPREAD |
| | INDEX NOT GREATER THAN 50 WHEN TESTED IN ACCORDANCE |
| | WITH ASTM E 84 OR UL 723 SHALL BE ACCEPTABLE AS |
| | NONCOMBUSTIBLE MATERIALS. |
| | |
| | 2014 FBC-B 1406.2.1 TYPE I, II, III AND IV |
| | CONSTRUCTION. ON BUILDINGS OF TYPE I, II, III AND IV |
| | CONSTRUCTION, EXTERIOR WALL COVERINGS SHALL BE |
| | PERMITTED TO BE CONSTRUCTED OF COMBUSTIBLE MATERIALS, |
| | COMPLYING WITH THE FOLLOWING LIMITATIONS: |
| | 1. COMBUSTIBLE EXTERIOR WALL COVERINGS SHALL NOT EXCEED |
| | 10 PERCENT OF AN EXTERIOR WALL SURFACE AREA WHERE THE |
| | FIRE SEPARATION DISTANCE IS 5 FEET (1524 MM) OR LESS. |
| | 2. COMBUSTIBLE EXTERIOR WALL COVERINGS SHALL BE LIMITED |
| | TO 40 FEET (12 192 MM) IN HEIGHT ABOVE GRADE PLANE. |
| | 3. COMBUSTIBLE EXTERIOR WALL COVERINGS CONSTRUCTED OF |
| | FIRE-RETARDANT-TREATED WOOD COMPLYING WITH SECTION |
| | 2303.2 FOR EXTERIOR INSTALLATION SHALL NOT BE LIMITED |
| | IN WALL SURFACE AREA WHERE THE FIRE SEPARATION DISTANCE |
| | IS 5 FEET (1524 MM) OR LESS AND SHALL BE PERMITTED UP |
| | TO 60 FEET (18 288 MM) IN HEIGHT ABOVE GRADE PLANE |
| | REGARDLESS OF THE FIRE SEPARATION DISTANCE. |
| | 4. WOOD VENEERS SHALL COMPLY WITH SECTION 1405.5. |
| | 1406.2.1.1.2 FIRE SEPARATION GREATER THAN 5 FEET. FOR |
| | FIRE SEPARATION DISTANCES GREATER THAN 5 FEET (1524 |
| | MM), ANY EXTERIOR WALL COVERING SHALL BE PERMITTED THAT |
| | HAS BEEN EXPOSED TO A REDUCED LEVEL OF INCIDENT RADIANT |
| | HEAT FLUX IN ACCORDANCE WITH THE NFPA 268 TEST METHOD |
| | WITHOUT EXHIBITING SUSTAINED FLAMING. THE MINIMUM FIRE |
| | SEPARATION DISTANCE REQUIRED FOR THE EXTERIOR WALL |
| | COVERING SHALL BE DETERMINED FROM TABLE 1406.2.1.1.2 |
| | BASED ON THE MAXIMUM TOLERABLE LEVEL OF INCIDENT |
| | RADIANT HEAT FLUX THAT DOES NOT CAUSE SUSTAINED FLAMING |
| | OF THE EXTERIOR WALL COVERING. |
| | |
| | 36B) THE WOOD COMPOSITE MATERIAL, PLEASE PROVIDE HOW |
| | THIS MATERIAL WILL BE ATTACHED TO THE SUB-STRUCTURE, |
| | ADHERED, PINNED? 107.2.1.3 ADDITIONAL INFORMATION |
| | REQUIRED. |
| | |
| | 36C) ON THE TOP OF THE 8 FT. CONCRETE CANOPY WHAT |
| | PRODUCT WILL BE USED TO KEEP MOISTURE FROM SEEPING INTO |
| | THE CONCRETE SLAB AND REINFORCEMENT? |
| | |
| | 37) SHEET A4.01 THE NORTH WALL ELEVATION ON THE GARAGE |
| | LEVELS 3-5 THE PLANS SHOW PERFORATED ALUMINUM PANEL |
| | SYSTEM. PLEASE PROVIDE PRODUCT LITERATURE, AND |
| | ENGINEERING ANALYSIS OF THE SYSTEM, WITH THE WIND |
| | DESIGN CRITERIA AND ANCHORING SYSTEMS REVIEWED BY THE |
| | ENGINEER OF RECORD. FL 61G-15-30.006 (3) THE DELEGATED |
| | ENGINEER SHALL FORWARD THE DELEGATED ENGINEERING |
| | DOCUMENTS TO THE ENGINEER OF RECORD FOR REVIEW. 2014 |
| | FBC-B 1503.1 ROOF DECKS SHALL BE COVERED WITH APPROVED |
| | ROOF COVERINGS SECURED TO THE BUILDING OR STRUCTURE IN |
| | ACCORDANCE WITH THE PROVISIONS OF THIS CHAPTER. ROOF |
| | COVERINGS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE |
| | WITH THIS CODE AND THE APPROVED MANUFACTURER?S |
| | INSTRUCTIONS SUCH THAT THE ROOF COVERING SHALL SERVE TO |
| | PROTECT THE BUILDING OR STRUCTURE. |
| | 38) SHEET A1.11 AND A2.01 BOTH SHOW THE 1ST FLOOR, BUT |
| | THERE ARE NO DIMENSIONS FOR SIZING OF THE FIRE COMMAND |
| | CENTER. THE FIRE COMMAND ROOM IS FOUND ON THIS FLOOR. |
| | FBC-B403.4.6 FIRE COMMAND. A FIRE COMMAND CENTER |
| | COMPLYING WITH SECTION 911 SHALL BE PROVIDED IN A |
| | LOCATION APPROVED BY THE FIRE DEPARTMENT. |
| | 38A) PLEASE SHOW COMPLIANCE WITH FBC-B 911.1.4. LAYOUT |
| | APPROVAL. A LAYOUT OF THE FIRE COMMAND CENTER AND ALL |
| | FEATURES REQUIRED BY THIS SECTION TO BE CONTAINED |
| | THEREIN SHALL BE SUBMITTED FOR APPROVAL PRIOR TO |
| | INSTALLATION. |
| | 38B) 911.1.5 REQUIRED FEATURES. |
| | THE FIRE COMMAND CENTER SHALL COMPLY WITH NFPA 72 AND |
| | SHALL CONTAIN THE FOLLOWING FEATURES: |
| | |
| | 1. THE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM |
| | CONTROL UNIT. |
| | |
| | 2. THE FIRE DEPARTMENT COMMUNICATIONS SYSTEM. |
| | |
| | 3. FIRE DETECTION AND ALARM SYSTEM ANNUNCIATOR. |
| | |
| | 4. ANNUNCIATOR UNIT VISUALLY INDICATING THE LOCATION OF |
| | THE ELEVATORS AND WHETHER THEY ARE OPERATIONAL. |
| | |
| | 5. STATUS INDICATORS AND CONTROLS FOR AIR DISTRIBUTION |
| | SYSTEMS. |
| | |
| | 6. THE FIRE-FIGHTER?S CONTROL PANEL REQUIRED BY SECTION |
| | 909.16 FOR SMOKE CONTROL SYSTEMS INSTALLED IN THE |
| | BUILDING. |
| | |
| | 7. CONTROLS FOR UNLOCKING STAIRWAY DOORS |
| | SIMULTANEOUSLY. |
| | |
| | 8. SPRINKLER VALVE AND WATERFLOW DETECTOR DISPLAY |
| | PANELS. |
| | |
| | 9. EMERGENCY AND STANDBY POWER STATUS INDICATORS. |
| | |
| | 10. A TELEPHONE FOR FIRE DEPARTMENT USE WITH CONTROLLED |
| | ACCESS TO THE PUBLIC TELEPHONE SYSTEM. |
| | |
| | 11. FIRE PUMP STATUS INDICATORS. |
| | |
| | 12. SCHEMATIC BUILDING PLANS INDICATING THE TYPICAL |
| | FLOOR PLAN AND DETAILING THE BUILDING CORE, MEANS OF |
| | EGRESS, FIRE PROTECTION SYSTEMS, FIRE-FIGHTING |
| | EQUIPMENT AND FIRE DEPARTMENT ACCESS AND THE LOCATION |
| | OF FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE |
| | BARRIERS AND SMOKE PARTITIONS. |
| | |
| | 13. AN APPROVED BUILDING INFORMATION CARD THAT |
| | CONTAINS, BUT IS NOT LIMITED TO, THE FOLLOWING |
| | INFORMATION: |
| | |
| | 13.1. GENERAL BUILDING INFORMATION THAT INCLUDES: |
| | PROPERTY NAME, ADDRESS, THE NUMBER OF FLOORS IN THE |
| | BUILDING (ABOVE AND BELOW GRADE), USE AND OCCUPANCY |
| | CLASSIFICATION (FOR MIXED USES, IDENTIFY THE DIFFERENT |
| | TYPES OF OCCUPANCIES ON EACH FLOOR), ESTIMATED BUILDING |
| | POPULATION (I.E., DAY, NIGHT, WEEKEND); |
| | |
| | 13.2. BUILDING EMERGENCY CONTACT INFORMATION THAT |
| | INCLUDES: A LIST OF THE BUILDING?S EMERGENCY CONTACTS |
| | (E.G., BUILDING MANAGER, BUILDING ENGINEER, ETC.) AND |
| | THEIR RESPECTIVE WORK PHONE NUMBER, CELL PHONE NUMBER, |
| | EMAIL ADDRESS; |
| | |
| | 13.3. BUILDING CONSTRUCTION INFORMATION THAT INCLUDES: |
| | THE TYPE OF BUILDING CONSTRUCTION (E.G., FLOORS, WALLS, |
| | COLUMNS, AND ROOF ASSEMBLY); |
| | |
| | 13.4. EXIT STAIR INFORMATION THAT INCLUDES: NUMBER OF |
| | EXIT STAIRS IN BUILDING, EACH EXIT STAIR DESIGNATION |
| | AND FLOORS SERVED, LOCATION WHERE EACH EXIT STAIR |
| | DISCHARGES, EXIT STAIRS THAT ARE PRESSURIZED, EXIT |
| | STAIRS PROVIDED WITH EMERGENCY LIGHTING, EACH EXIT |
| | STAIR THAT ALLOWS REENTRY, EXIT STAIRS PROVIDING ROOF |
| | ACCESS; ELEVATOR INFORMATION THAT INCLUDES: NUMBER OF |
| | ELEVATOR BANKS, ELEVATOR BANK DESIGNATION, ELEVATOR CAR |
| | NUMBERS AND RESPECTIVE FLOORS THAT THEY SERVE, LOCATION |
| | OF ELEVATOR MACHINE ROOMS, LOCATION OF SKY LOBBY, |
| | LOCATION OF FREIGHT ELEVATOR BANKS; |
| | |
| | 13.5. BUILDING SERVICES AND SYSTEM INFORMATION THAT |
| | INCLUDES: LOCATION OF MECHANICAL ROOMS, LOCATION OF |
| | BUILDING MANAGEMENT SYSTEM, LOCATION AND CAPACITY OF |
| | ALL FUEL OIL TANKS, LOCATION OF EMERGENCY GENERATOR, |
| | LOCATION OF NATURAL GAS SERVICE; |
| | |
| | 13.6. FIRE PROTECTION SYSTEM INFORMATION THAT INCLUDES: |
| | LOCATIONS OF STANDPIPES, LOCATION OF FIRE PUMP ROOM, |
| | LOCATION OF FIRE DEPARTMENT CONNECTIONS, FLOORS |
| | PROTECTED BY AUTOMATIC SPRINKLERS, LOCATION OF |
| | DIFFERENT TYPES OF SPRINKLER SYSTEMS INSTALLED (E.G., |
| | DRY, WET, PRE-ACTION, ETC.); AND |
| | |
| | 13.7 HAZARDOUS MATERIAL INFORMATION THAT INCLUDES: |
| | LOCATION OF HAZARDOUS MATERIAL, QUANTITY OF HAZARDOUS |
| | MATERIAL. |
| | |
| | 14. WORK TABLE. |
| | |
| | 15. GENERATOR SUPERVISION DEVICES, MANUAL START AND |
| | TRANSFER FEATURES. |
| | |
| | 16. PUBLIC ADDRESS SYSTEM, WHERE SPECIFICALLY REQUIRED |
| | BY OTHER SECTIONS OF THIS CODE. |
| | |
| | 17. ELEVATOR FIRE RECALL SWITCH IN ACCORDANCE WITH ASME |
| | A17.1. |
| | |
| | 18. ELEVATOR EMERGENCY OR STANDBY POWER SELECTOR |
| | SWITCH(ES), WHERE EMERGENCY OR STANDBY POWER IS |
| | PROVIDED. |
| | |
| | 39) 2014 FBC-B 403.5.3 STAIRWAY DOOR OPERATION. |
| | STAIRWAY DOORS OTHER THAN THE EXIT DISCHARGE DOORS |
| | SHALL BE PERMITTED TO BE LOCKED FROM THE STAIRWAY SIDE. |
| | STAIRWAY DOORS THAT ARE LOCKED FROM THE STAIRWAY SIDE |
| | SHALL BE CAPABLE OF BEING UNLOCKED SIMULTANEOUSLY |
| | WITHOUT UNLATCHING UPON A SIGNAL FROM THE FIRE COMMAND |
| | CENTER. |
| | |
| | 40) PLEASE SUBMIT DOCUMENTATION FOR THE FOLLOWING: |
| | FBC-B 403.4.7 SMOKE REMOVAL./ 909.4 ANALYSIS. |
| | A RATIONAL ANALYSIS SUPPORTING THE TYPES OF SMOKE |
| | CONTROL SYSTEMS TO BE EMPLOYED, THEIR METHODS OF |
| | OPERATION, THE SYSTEMS SUPPORTING THEM AND THE METHODS |
| | OF CONSTRUCTION TO BE UTILIZED SHALL ACCOMPANY THE |
| | SUBMITTED CONSTRUCTION DOCUMENTS AND SHALL INCLUDE, BUT |
| | NOT BE LIMITED TO, THE ITEMS INDICATED IN SECTIONS |
| | 909.4.1 THROUGH 909.4.6. |
| | |
| | 41) PLEASE SHOW HOW COMPLIANCE WITH FBC-B 403.5.5 |
| | LUMINOUS EGRESS PATH MARKINGS. |
| | LUMINOUS EGRESS PATH MARKINGS SHALL BE PROVIDED IN |
| | ACCORDANCE WITH SECTION 1024. FBC-B 1024.1 APPROVED |
| | LUMINOUS EGRESS PATH MARKINGS DELINEATING THE EXIT PATH |
| | SHALL BE PROVIDED IN HIGH-RISE BUILDINGS OF GROUP A, B, |
| | E, I, M, AND R-1 OCCUPANCIES IN ACCORDANCE WITH |
| | SECTIONS 1024.1 THROUGH 1024.5. |
| | |
| | 42) 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. |
| | |
| | 43) FOR THE RESUBMISSION OF PLANS, PLEASE BREAK THE |
| | PLAN SETS DOWN TO SMALLER MANAGEABLE ROLLS. BUILDING |
| | AND ID DRAWINGS TOGETHER, STRUCTURAL BY ITSELF AND MEP |
| | TOGETHER. |
| | |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION & |
| | REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| | NECESSARY. 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 |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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