| Date |
Text |
| 2007-04-19 13:38:19 | |
| | FLAGLER BEACH CLUB BUILDING# 3 ? TOWER (15 STORY)& |
| | PARKING STRUCTURES |
| | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 07030460 |
| | ADD: 5818 N FLAGLER DR(HIGH RISE BUILDING# 3) CONT: |
| | SCOTT GROUP |
| | TEL: (561)###-#### |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1STREVIEW |
| | ACTION: DENIED |
| | |
| | 1)--- VERY IMPORTANT STATEMENT --- |
| | PLEASE DO NOT IGNORE! |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION & |
| | REMOVE & REPLACE ANY PAGES AS NECESSARY. A TRANSMITTAL |
| | LETTER LISTING THE ORIGINAL REVIEW COMMENT 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. |
| | |
| | 2) ADDRESS ISSUES TO BE ADDRESSED PLEASE SEE LILI URSA |
| | AT 822-1239. |
| | THE CITY?S LIST THIS ADDRESS AS 5818 WHERE AS THE PLANS |
| | INDICATE 5810 N FLAGLER. |
| | PLEASE CORRECT. |
| | |
| | 3)DAVID LAWRENCE ARCHITECTURE IS MISSING THEIR |
| | CERTIFICATE OF AUTHORIZATION. |
| | 481.219 F .S. CERTIFICATE OF AUTHORIZATION.THE TITLE |
| | BLOCK FOR ANY SHEET BEARING THE NAME OF AN ARCHITECT |
| | PRACTICING UNDER A FICTITIOUS NAME, A CORPORATION, OR A |
| | PARTNERSHIP, OFFERING ARCHITECTURAL SERVICES, SHALL |
| | INCLUDE THE CERTIFICATE OF AUTHORIZATION NUMBER.ADD |
| | THE NUMBER TO EACH SHEET. THIS MAY BE ADDED BY HAND. |
| | |
| | 4) MISSING ARCHITECTURAL SEAL SHEETS A01.02- A809 IN |
| | ONE ROLL. |
| | PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS |
| | PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR |
| | PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE DESIGN |
| | PROFESSIONAL AFFIXED TO THE DOCUMENT. |
| | FL STATE STAT: 61G15-23.002 ENGINEERS |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | |
| | 5) PROJECT IS LOCATED IN AN A-5 FLOOD ZONE. PROVIDE |
| | FLOOD ZONE ELEVATION CERTIFICATE FOR NEW CONSTRUCTION |
| | WITH THE BASE FLOOD ELEVATION PLUS AN ADDITIONAL SIX |
| | INCHES A CITY FLOOD PLAIN REQUIREMENT. THE MINIMUM |
| | FINISH SLAB ELEVATION OF 7?-6?. |
| | |
| | 6)FBC 1802.2.1 QUESTIONABLE SOILS, |
| | WHERE THE SAFE-SUSTAINING POWER OF THE SOIL IS IN |
| | DOUBT, OR WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT |
| | SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING |
| | OFFICIAL SHALL REQUIRE THAT THE NECESSARY INVESTIGATION |
| | BE MADE. SUCH INVESTIGATION SHALL COMPLY WITH THE |
| | PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 . |
| | |
| | 7)FL S S 713.13NOTICE OF COMMENCEMENT, TO BE FILED |
| | WITH THE CLERK OF THE COURT. |
| | NOTE: 713.13(2) |
| | IF THE WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS |
| | NOT ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE |
| | RECORDING THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: |
| | 713.13(6)THE POSTING OF THE NOTICE OF COMMENCEMENT AT |
| | THE CONSTRUCTION SITE BEFORE THE FIRST INSPECTION. |
| | |
| | 8)WPB AMENDMENT 105.13.6. W.P.B. CONSTRUCTION |
| | SERVICES DEPARTMENT |
| | REQUEST FOR THRESHOLD BUILDINGS A SPECIAL INSPECTOR AS |
| | REQUIRED BY S. 553.79(5) FLORIDA STATUTES TO THE |
| | MINIMUM INSPECTIONS REQUIRED BY THIS CODE. CONTACT |
| | HAROLD PISKURA MANAGER OF THE SPECIAL INSPECTOR PROGRAM |
| | AT (561) 805-6711 FOR FURTHER INFORMATION BEFORE THE |
| | PERMIT MAY BE ISSUED. |
| | |
| | 9)W.P.B. AMENDMENT 105.13.4.4 ALL PLANS FOR THE |
| | BUILDING WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY |
| | THE ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT |
| | THAT, TO THE BEST OF THE ARCHITECT'S PR ENGINEER'S |
| | KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE |
| | APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE |
| | LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633 |
| | FLORIDA STATUTE. |
| | |
| | 10)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. 105.13.1 THE |
| | ENFORCING AGENCY SHALLREQUIRE A SPECIAL INSPECTOR TO |
| | PERFORM STRUCTURAL INSPECTIONS ON A THRESHOLD BUILDING |
| | PURSUANT TO A STRUCTURALINSPECTION 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. |
| | |
| | 11) 109.3.10*IMPACT OF CONSTRUCTION. ALL CONSTRUCTION |
| | ACTIVITY REGULATED BY THIS CODE SHALL BE PREFORMED IN A |
| | MANNERSO 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 |
| | CERTIFICATE FROM A LICENSED ENGINEER SHALL BE SUBMITTED |
| | TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL OF THE |
| | FINAL INSPECTION. |
| | |
| | |
| | 12 ) 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 FAIL 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. |
| | |
| | |
| | 13)SHEETS A01.02- A809 ARE SIGNED BUT NOT SEALED. |
| | PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS |
| | PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR |
| | PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE |
| | DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT. |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | |
| | 14) SHEET A01.01: |
| | 14A) NOTES INDICATE PLANS ARE DESIGNED TO THE 2004 FBC, |
| | PLEASE UPDATE TO THE 2006 FBC AMENDMENTS. |
| | |
| | 14B) CODE COMPLIANCE NOTES: INDICATE THE BUILDING TYPE |
| | TO BE : TYPE 1A SPRINKLED |
| | ( UNPROTECTED), PLEASE CORRECT,SEE TABLE 601 FOR A |
| | TYPE 1-A BUILDING ALL STRUCTURAL MEMBERS DO HAVE FIRE- |
| | RESISTANCE RATINGS SEE FOOTNOTES FOR FIRE SPRINKLED |
| | BUILDING. |
| | |
| | 15) SHEETA01.1: |
| | 15A) PLANS INDICATE 5 HANDICAPPED PARKING SPACES UNDER |
| | THE COVERED PARKING IN THE LOT, THE 15 STORY BUILDING |
| | ALSO INDICATES 4 PARKING SPACES BUT NONE OF THESE ARE |
| | DESIGNED AS ACCESSIBLE PARKING SPACES. THE DESIGNER |
| | HADN?T CONSIDERED : |
| | 11-2.2 EQUIVALENT FACILITATION. |
| | DEPARTURES FROM PARTICULAR TECHNICAL AND SCOPING |
| | REQUIREMENTS OF THIS CODE BY THE USE OF OTHER DESIGNS |
| | AND TECHNOLOGIES ARE PERMITTED WHERE THE ALTERNATIVE |
| | DESIGNS AND TECHNOLOGIES USED WILL PROVIDE |
| | SUBSTANTIALLY EQUIVALENT OR GREATER ACCESS TO AND |
| | USABILITY OF THE FACILITY. |
| | DEPARTURE FROM THE EXPLICIT TECHNICAL AND SCOPING |
| | REQUIREMENTS OF THIS CODE FOR ANY ELEMENT VOIDS ANY |
| | OTHERWISE APPLICABLE PRESUMPTION OF REBUTTABLE EVIDENCE |
| | THAT THE ELEMENT HAS BEEN CONSTRUCTED OR ALTERED IN |
| | ACCORDANCE WITH THE MINIMUM ACCESSIBILITY REQUIREMENTS |
| | OF THE ADA. |
| | |
| | 15B) PLANS INDICATE POOL, DECKS, FENCES, GATES AND |
| | OTHER SITE AMENITIES THAT WOULD BE COVERED UNDER |
| | SEPARATE PERMITS ALTHOUGH THERE ARE FEATURES IN THESE |
| | PLANS, OTHER TRADES MAY NOT COMMENT ON THESE ISSUES |
| | SINCE THERE ARE NO PERMITS APPLIED FOR AT THIS TIME FOR |
| | THESE ITEMS. |
| | |
| | 15C) PLANS INDICATE OPEN PARKING GARAGE WITH A SECOND |
| | STORY CREATING A PUTTING GREEN, |
| | THIS CREATES A MIXED OCCUPANCY REQUIRING OCCUPANCY |
| | SEPARATION. THE DETAILS OF THE ROOF AND OR AREA DRAINS |
| | FOUND IN DETAIL ?B? SHEET A803 DO NOT INDICATE ANY FIRE |
| | STOP FOR HORIZONTAL SEPARATION.712.4.1.1 |
| | FIRE-RESISTANCE-RATED ASSEMBLIES. |
| | PENETRATIONS SHALL BE INSTALLED AS TESTED IN AN |
| | APPROVED FIRE-RESISTANCE-RATED ASSEMBLY. |
| | |
| | 712.4.1.2 THROUGH-PENETRATION FIRE STOP SYSTEM. THROUGH |
| | PENETRATIONS SHALL BE PROTECTED BY AN APPROVED |
| | THROUGH-PENETRATION FIRE STOP SYSTEM INSTALLED AND |
| | TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479, WITH A |
| | MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH |
| | (2.49 PA) OF WATER. THE SYSTEM SHALL HAVE AN F RATING |
| | AND A T RATING OF NOT LESS THAN 1 HOUR BUT NOT LESS |
| | THAN THE REQUIRED RATING OF THE FLOOR PENETRATED. |
| | |
| | SHEET A)1.1: |
| | 15D)DETAIL ON THE EAST SIDE OF THE BUILDING INDICATE |
| | A POOL DECK STAIRS AND A LOWER DECK OR SIDEWALK WHICH |
| | LEADS TO THE BEACH AND BOAT DOCKS. PLANS FAIL TO |
| | PROVIDE VERTICAL ACCESSIBILITY TO THE LOWER WALKWAY |
| | ELEMENTS NO RAMP IS PROVIDED ONLY STAIRS. |
| | |
| | REQUIREMENT2. ACCESSIBLE AND USABLE PUBLIC AND COMMON |
| | USE AREAS. |
| | |
| | SECTION 100.205(C)(1) PROVIDES THAT COVERED MULTIFAMILY |
| | DWELLINGS WITH A BUILDING ENTRANCE ON AN ACCESSIBLE |
| | ROUTE SHALL BE DESIGNED IN SUCH A MANNER THAT THE |
| | PUBLIC AND COMMON USE AREAS ARE READILY ACCESSIBLE TO |
| | AND USABLE BY HANDICAPPED PERSONS. |
| | |
| | GUIDELINE |
| | |
| | THE FOLLOWING CHART IDENTIFIES THE PUBLIC AND COMMON |
| | USE AREAS THAT SHOULD BE MADE ACCESSIBLE, CITES THE |
| | APPROPRIATE SECTION OF THE ANSI STANDARD, AND DESCRIBES |
| | THE APPROPRIATE APPLICATION OF THE SPECIFICATIONS, |
| | INCLUDING MODIFICATIONS TO THE REFERENCED STANDARD. |
| | FAIR HOUSING 4.3(D). |
| | |
| | 15E) THE DETAIL A,B & C / A02.0ALL INDICATE A CHANGE |
| | IN GRADE LESS THAN 21? WHICH WILL REQUIRE 13? TREADS ON |
| | ALL STAIRS. 1003.5.1. WHERE A CHANGE IN LEVEL MEANS OF |
| | EGRESS NOT EXCEEDING 21 INCHES (533 MM) IS ACHIEVED BY |
| | A STAIR, THE MINIMUM TREAD DEPTH OF SUCH STAIR SHALL BE |
| | 13 INCHES (330 MM) AND THE PRESENCE AND LOCATION OF |
| | EACH STEP SHALL BE READILY APPARENT. |
| | |
| | 16) SHEET A01.2 |
| | 16A) SHEET A01.2- A01.3THE HANDICAPPED LIFT SHOWN ON |
| | THE PLANS MUST MEET THE |
| | REQUIREMENTS OF: 11-4.11.2. IF PLATFORM LIFTS |
| | (WHEELCHAIR LIFTS) ARE USED, THEY SHALL COMPLY WITH |
| | SECTIONS 11-4.2.4 , 11-4.5 , 11-4.27 , AND ASME A17.1, |
| | SAFETY CODE FOR ELEVATORS AND ESCALATORS , SECTION XX, |
| | 1990. |
| | 11-4.2.4 CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS. |
| | 11-4.5 GROUND AND FLOOR SURFACES. |
| | 11-4.27 CONTROLS AND OPERATING MECHANISMS. |
| | |
| | 16B) A01.2 PLANS IDENTIFY THE CHAIRLIFT AS A |
| | WHEEL-O-VATOR MODEL BC SHROUD OR EQUAL, PLANS ARE TO |
| | IDENTIFY SPECIFIC MODELS.104.2.1 W.P.B. |
| | ADMINISTRATIVE CODE |
| | DRAWINGS & 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 THETERM "LEGAL" OR ITS |
| | RQUIVALENT BE USEDAS A SUBSTITUTE FOR SPECIFIC |
| | INFORMATION". |
| | |
| | 17)SHEET A101 |
| | 17A) THE DOORS LOCATED ON EACH SIDE OF THE DRIVE |
| | THROUGH (SF3 & SF10) DO NOT INDICATE ANY DETECTABLE |
| | WARNING ON THE SIDEWALK SURFACES. |
| | 11-4.29.5 DETECTABLE WARNINGS AT HAZARDOUS VEHICULAR |
| | AREAS. |
| | IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE |
| | WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, |
| | OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND |
| | VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL |
| | BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS |
| | 36 INCHES (915 MM) WIDE, COMPLYING WITH SECTION |
| | 11-4.29.2 . |
| | |
| | 17B) THE GYM DOOR IS MISSING A IDENTIFICATION MARKER. |
| | ADDITIONAL INFORMATION REQUIRED. |
| | 106.1.2.* |
| | |
| | 17C) THE TRASH ROOM DOORIS INDICATE AS A ROLL UP DOOR |
| | PLEASE PROVIDE THE LISTING REPORT PROVIDING THE 1 ? HR |
| | FIRE RATING AS LISTED IN THE DOOR SCHEDULE. |
| | |
| | 17D) THE SAUNA ROOM DOOR (6) IS IDENTIFIED WITH A 2?-8? |
| | DOOR, THIS WILL ONLY PROVIDE A 30? |
| | OPENING FAIR HOUSING WILL REQUIRE A MINIMUM OF 32? |
| | CLEAR WIDTH. ANSIA117.1- 404.2.3. |
| | |
| | 17E) WHEN REFERRING TO THE STOREFRONT DOORS FOUND ON |
| | SHEET A-101 AND THE DOOR SCHEDULE ON A404, THE DOORS |
| | ARE NOT REFERENCED IN THE DOOR SCHEDULE? 106.1.2. |
| | ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 17F)DOORS SF 7A ARE HORIZONTAL SLIDING DOORS, PLEASE |
| | PROVIDE PRODUCT APPROVALS CONFORMING TO THE FOLLOWING: |
| | |
| | 1008.1.3.3 HORIZONTAL SLIDING DOORS. |
| | IN OTHER THAN GROUP H OCCUPANCIES, HORIZONTAL SLIDING |
| | DOORS PERMITTED TO BE A COMPONENT OF A MEANS OF EGRESS |
| | IN ACCORDANCE WITH EXCEPTION 5 TO SECTION 1008.1.2 |
| | SHALL COMPLY WITH ALL OF THE FOLLOWING CRITERIA: 1. THE |
| | DOORS SHALL BE POWER OPERATED AND SHALL BE CAPABLE OF |
| | BEING OPERATED MANUALLY IN THE EVENT OF POWER FAILURE. |
| | 2.THE DOORS SHALL BE OPERABLE BY A SIMPLE METHOD |
| | FROM BOTH SIDES WITHOUT SPECIAL KNOWLEDGE OR EFFORT. 3. |
| | THE FORCE REQUIRED TO OPERA TE THE DOOR SHALL NOT |
| | EXCEED 30 POUNDS (133 N) TO SET THE DOOR IN MOTION AND |
| | 15 POUNDS (67 N) TO CLOSE THE DOOR OR OPEN IT TO THE |
| | MINIMUM REQUIRED WIDTH. |
| | 4.THE DOOR SHALL BE OPERABLE WITH A FORCE NOT TO |
| | EXCEED 15 POUNDS (67 N) WHEN A FORCE OF 250 POUNDS |
| | (1100 N) IS APPLIED PERPENDICULAR TO THE DOOR ADJACENT |
| | TO THE OPERATING DEVICE. |
| | 5.THE DOOR ASSEMBLY SHALL COMPLY WITH THE |
| | APPLICABLE FIRE PROTECTION RATING AND, WHERE RATED, |
| | SHALL BE SELF-CLOSING OR AUTOMATIC-CLOSING BY SMOKE |
| | DETECTION, SHALL BE INSTALLED IN ACCORDANCE WITH NFPA |
| | 80 AND SHALL COMPLY WITH SECTION 715 . |
| | 6.THE DOOR ASSEMBLY SHALL HAVE AN INTEGRATED |
| | STANDBY POWER SUPPLY. |
| | |
| | SHEET A101 (17F) |
| | |
| | 7.THE DOOR ASSEMBLY POWER SUPPLY SHALL BE |
| | ELECTRICALLY SUPERVISED. |
| | 8.THE DOOR SHALL OPEN TO THE MINIMUM REQUIRED |
| | WIDTH WITHIN 10 SECONDS AFTER ACTIVATION OF THE |
| | OPERATING DEVICE. |
| | 9.IN APARTMENT BUILDINGS, HOTELS AND DORMITORIES, |
| | HORIZONTAL SLIDING DOORS SHALL NOT BE USED ACROSS |
| | CORRIDORS. |
| | |
| | 18) SHEET A101A) REFLECTED CEILING PLAN: |
| | 18A)SKYLIGHT DRIVE THROUGH PROVIDE PRODUCT APPROVAL |
| | FOR WIND AND PROVIDE WHAT TYPE OF SAFETY GLAZING WILL |
| | BE USED. 2405.2 ALLOWABLE GLAZING MATERIALS AND |
| | LIMITATIONS. |
| | SLOPED GLAZING SHALL BE ANY OF THE FOLLOWING MATERIALS, |
| | SUBJECT TO THE LISTED LIMITATIONS. |
| | 1.FOR MONOLITHIC GLAZING SYSTEMS, THE GLAZING |
| | MATERIAL OF THE SINGLE LIGHT OR LAYER SHALL BE |
| | LAMINATED GLASS WITH A MINIMUM 30-MIL (0.76 MM) |
| | POLYVINYL BUTYRAL (OR EQUIVALENT) INTERLAYER, WIRED |
| | GLASS, LIGHT-TRANSMITTING PLASTIC MATERIALS MEETING THE |
| | REQUIREMENTS OF SECTION 2607 , HEAT-STRENGTHENED GLASS |
| | OR FULLY TEMPERED GLASS. |
| | 2.FOR MULTIPLE-LAYER GLAZING SYSTEMS, EACH LIGHT |
| | OR LAYER SHALL CONSIST OF ANY OF THE GLAZING MATERIALS |
| | SPECIFIED IN ITEM 1 ABOVE. |
| | ANNEALED GLASS IS PERMITTED TO BE USED AS SPECIFIED |
| | WITHIN EXCEPTIONS 2 AND 3 OF SECTION 2405.3 . |
| | FOR ADDITIONAL REQUIREMENTS FOR PLASTIC SKYLIGHTS, SEE |
| | SECTION 2610 . GLASS-BLOCK CONSTRUCTION SHALL CONFORM |
| | TO THE REQUIREMENTS OF SECTION 2101.2.5 . |
| | |
| | 18B)LOBBY SKYLIGHT IS IN ACTUALITY AN ATRIUM PLEASE |
| | SEE ALL REQUIREMENTS IN 404 FOR : ATRIUM. AN OPENING |
| | CONNECTING TWO OR MORE STORIES OTHER THAN ENCLOSED |
| | STAIRWAYS, ELEVATORS, HOIST WAY, ESCALATORS, PLUMBING, |
| | ELECTRICAL, AIR-CONDITIONING OR OTHER EQUIPMENT, WHICH |
| | IS CLOSED AT THE TOP AND NOT DEFINED AS A MALL. |
| | STORIES, AS USED IN THIS DEFINITION, DO NOT INCLUDE |
| | BALCONIES WITHIN ASSEMBLY GROUPS OR MEZZANINES THAT |
| | COMPLY WITH SECTION 505. |
| | |
| | 404.2 USE. |
| | THE ATRIUM FLOOR AREA IS PERMITTED TO BE USED FOR LOW |
| | AND ORDINARY FIRE HAZARD USES WHERE THE INDIVIDUAL |
| | SPACE IS PROTECTED WITH AN AUTOMATIC SPRINKLER SYSTEM |
| | IN ACCORDANCE WITH SECTION 903.3.1.1 . |
| | |
| | 404.3 AUTOMATIC SPRINKLER PROTECTION. |
| | AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE |
| | INSTALLED THROUGHOUT THE ENTIRE BUILDING. |
| | |
| | 404.4 SMOKE CONTROL. |
| | A SMOKE CONTROL SYSTEM SHALL BE INSTALLED IN ACCORDANCE |
| | WITH SECTION 909. |
| | |
| | 404.5 ENCLOSURE OF ATRIUMS. |
| | ATRIUM SPACES SHALL BE SEPARATED FROM ADJACENT SPACES |
| | BY A 1-HOUR FIRE BARRIER WALL. |
| | EXCEPTIONS: |
| | 1.A GLASS WALL FORMING A SMOKE PARTITION WHERE |
| | AUTOMATIC SPRINKLERS ARE SPACED 6 FEET (1829 MM) OR |
| | LESS ALONG BOTH SIDES OF THE SEPARATION WALL, OR ON THE |
| | ROOM SIDE ONLY IF THERE IS NOT A WALKWAY ON THE ATRIUM |
| | SIDE, AND BETWEEN 4 INCHES AND 12 INCHES (102 MM AND |
| | 305 MM) AWAY FROM THE GLASS AND SO DESIGNED THAT THE |
| | ENTIRE SURFACE OF THE GLASS IS WET UPON ACTIVATION OF |
| | THE SPRINKLER SYSTEM. THE GLASS SHALL BE INSTALLED IN A |
| | GASKETED FRAME SO THAT THE FRAMING SYSTEM DEFLECTS |
| | WITHOUT BREAKING (LOADING) THE GLASS BEFORE THE |
| | SPRINKLER SYSTEM OPERATES. |
| | 2.A GLASS-BLOCK WALL ASSEMBLY IN ACCORDANCE WITH |
| | SECTION 2110 AND HAVING A ?-HOUR FIRE PROTECTION |
| | RATING. |
| | 3.THE ADJACENT SPACES OF ANY THREE FLOORS OF THE |
| | ATRIUM SHALL NOT BE REQUIRED TO BE SEPARATED FROM THE |
| | ATRIUM WHERE SUCH SPACES ARE INCLUDED IN COMPUTING THE |
| | ATRIUM VOLUME FOR THE DESIGN OF THE SMOKE CONTROL |
| | SYSTEM. |
| | |
| | 404.6 STANDBY POWER. |
| | EQUIPMENT REQUIRED TO PROVIDE SMOKE CONTROL SHALL BE |
| | CONNECTED TO A STANDBY POWER SYSTEM IN ACCORDANCE WITH |
| | SECTION 909.11. |
| | |
| | 404.7 INTERIOR FINISH. |
| | THE INTERIOR FINISH OF WALLS AND CEILINGS OF THE ATRIUM |
| | SHALL NOT BE LESS THAN CLASS B WITH NO REDUCTION IN |
| | CLASS FOR SPRINKLER PROTECTION. |
| | |
| | 404.8 TRAVEL DISTANCE. |
| | IN OTHER THAN THE LOWEST LEVEL OF THE ATRIUM, WHERE THE |
| | REQUIRED MEANS OF EGRESS IS THROUGH THE ATRIUM SPACE, |
| | THE PORTION OF EXIT ACCESS TRAVEL DISTANCE WITHIN THE |
| | ATRIUM SPACE SHALL NOT EXCEED 200 FEET (60 960 MM). |
| | |
| | 18C)PLANS IDENTIFY THE USE OF 5/8? WALLBOARD FOR USE |
| | IN CONSTRUCTING OF EXTERIOR SOFFIT IN GARAGE AREAS. |
| | 2508.2 |
| | GYPSUM WALLBOARD SHALL NOT BE USED WHERE THERE WILL BE |
| | DIRECT EXPOSURE TO WATER OR CONTINUOUS HIGH HUMIDITY |
| | CONDITIONS. GYPSUM SHEATHING SHALL BE INSTALLED ON |
| | EXTERIOR SURFACES IN ACCORDANCE WITH ASTM C 1280. |
| | |
| | 18D) THE DESIGN OF THE PARKING AREA WITHIN THE TOWER IS |
| | S-2 ENCLOSED PARKING GARAGE, |
| | THE PLANS INDICATE ALL BLOCK WALLS AS 2HR WALLS, AS |
| | REQUIRED BY TABLE 302.3.2. |
| | 18D) (1) PLEASE HAVE THE BLOCK MANUFACTURER PROVIDE THE |
| | EQUIVALENT THICKNESS OF ALL |
| | RATED BLOCK SEE TABLE 721.3.2. |
| | 18D) (2) PLEASE INDICATE ON ALL THE STOREFRONT DOORS |
| | AND WINDOWS THE FIRE RATING; ALSO INDICATE ALL OPENINGS |
| | IN THE DOOR AND WINDOW SCHEDULE. TABLE 715.3. |
| | |
| | 18E)DOOR # 12 IS MISSING A FIRE RATING FROM THE DOOR |
| | SCHEDULE. TABLE 715.3 |
| | |
| | 18F)PLANS QUOTE FIRE RATED CORRIDOR NOTE NFPA 101 BUT |
| | DO NOT MENTION THE MORE RESTRICTIVE OCCUPANCY |
| | SEPARATION BETWEEN THE ENCLOSED PARKING S-2 OCCUPANCY |
| | AND ADJACENT SPACES. THE MOST RESTRICTIVE CODE IS USED |
| | IN THIS CASE. 102.4*. |
| | |
| | 19) SHEET A102 |
| | 19A)(1) SEE DETAIL B-3 SHEET A-402, THE SLIDING GLASS |
| | DOOR TRACK ASSEMBLY AS SHOWN DOES NOT MEET FAIR HOUSING |
| | GUIDELINES,FOR SECONDARY DOORS (SLIDING GLASS DOORS) |
| | THE GUIDELINE SPECIFY THAT THE THRESHOLDS AT THESE |
| | DOORS SHALL BE NO HIGHER THAN ? ?.THE GUIDELINES |
| | FURTHER STATE THAT CHANGES IN LEVEL AT THESE LOCATIONS |
| | MUST BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. |
| | 19A)(2) FAIR HOUSING DOOR AT CONCRETE LANDINGS THE |
| | MAXIMUM ALLOWABLE CHANGE IN LEVEL AT EXTERIOR SLIDING |
| | GLASS DOORS (SECONDARY ENTRANCE) TO BALCONY OR PATIO |
| | WILL BE 4 INCHES TO THE FINISH DECK. |
| | NOTE: INCORPORATE THE HEIGHT OF THE HIGH RISE TRACK |
| | INTO THE DESIGN CRITERIA. |
| | 19A)(3) THE STRUCTURAL PLANS WILL ALSO NEED TO |
| | CORRELATE THEIR DETAIL SHEETS TO MEET THE REQUIREMENTS |
| | STATED ABOVE, FAIR HOUSING SECONDARY SLIDING GLASS |
| | DOORS. |
| | 19A)(4) THE TRACK DETAIL ALSO INDICATES THAT THE TRACK |
| | IS TO BE SET IN LEVELING GROUT. ALL PRODUCT APPROVALS |
| | WILL REQUIRE MECHANICAL FASTENING OF TRACK. |
| | |
| | 19B)THIS COMMENT WILL BE COMMON TO ALL FLOORS PLANS |
| | INDICATE A ? HR FIRE RATING PER NFPA 101 WHEREAS THE |
| | FBC TABLE 1016.1 FOR FIRE SPRINKLED BUILDINGS REQUIRES |
| | A 1 HR RATING. IF THERE IS A CONFLICT BETWEEN THE TWO |
| | CODES THE MOST RESTRICTIVE RULES. 1 HOUR FIRE RATED |
| | CORRIDORS WILL BE REQUIRED WITH 20MINUTE OPENING |
| | PROTECTIVE. |
| | |
| | 19C) THERE ARE 3 DOORS THAT ARE NOT LABELED NOR SHOW UP |
| | ON THE DOOR SCHEDULE AS FOLLOWS: |
| | 1) TRASH ROOM DOOR |
| | 2) ANY DOOR THAT LEADS TO ANY INDIVIDUAL UNIT |
| | 3) ELEVATOR LOBBY DOORS |
| | |
| | 19D) PLANS FAIL TO IDENTIFY THE WALL TYPES THAT |
| | SURROUND THE REFUSE SHOOT. |
| | 707.13.3 REFUSE AND LAUNDRY CHUTE ACCESS ROOMS. ACCESS |
| | OPENINGS FOR REFUSE AND LAUNDRY CHUTES SHALL BE LOCATED |
| | IN ROOMS OR COMPARTMENTS COMPLETELY ENCLOSED BY |
| | CONSTRUCTION THAT HAS A FIRE-RESISTANCE RATING OF NOT |
| | LESS THAN 1 HOUR AND OPENINGS INTO THE ACCESS ROOMS |
| | SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING A FIRE |
| | PROTECTION RATING OF NOT LESS THAN ? HOUR AND SHALL BE |
| | SELF-CLOSING OR AUTOMATIC-CLOSING UPON THE DETECTION OF |
| | SMOKE. |
| | |
| | 19E)GLASS WALL (SF14) AT ATRIUM TO BE 1 HR RATED, SEE |
| | 404.5 EXCEPTION# 1 BELOW: |
| | #1) A GLASS WALL FORMING A SMOKE PARTITION WHERE |
| | AUTOMATIC SPRINKLERS ARE SPACED 6 FEET (1829 MM) OR |
| | LESS ALONG BOTH SIDES OF THE SEPARATION WALL, OR ON THE |
| | ROOM SIDE ONLY IF THERE IS NOT A WALKWAY ON THE ATRIUM |
| | SIDE, AND BETWEEN 4 INCHES AND 12 INCHES (102 MM AND |
| | 305 MM) AWAY FROM THE GLASS AND SO DESIGNED THAT THE |
| | ENTIRE SURFACE OF THE GLASS IS WET UPON ACTIVATION OF |
| | THE SPRINKLER SYSTEM. THE GLASS SHALL BE INSTALLED IN A |
| | GASKETED FRAME SO THAT THE FRAMING SYSTEM DEFLECTS |
| | WITHOUT BREAKING (LOADING) THE GLASS BEFORE THE |
| | SPRINKLER SYSTEM OPERATES. |
| | |
| | 19F) STAIR TOWER 1 & 2 IN BOTH CASES THE DOORS SWING |
| | INTO THE STAIR LANDING MORE THAN 7? SEE 1009.1.4 |
| | EXCEPTION 2. WHEN FULLY OPEN, THE DOOR SHALL NOT |
| | PROJECT MORE THAN 7 INCHES (178 MM) INTO A LANDING. |
| | |
| | 19G)DOOR S1 IS INDICATED TO BE A 1 ? HR FIRE RATED |
| | DOOR WITH A 6? WIRE GLASS VIEW PANEL |
| | PLEASE PROVIDE WHAT TYPE FRAME THIS ASSEMBLY WILL BE |
| | SECURED TO? |
| | |
| | |
| | 19H) PLANS INDICATE BETWEEN UNITS 2 SEPARATE WALLS ONE |
| | WITH SOUND PROOFING THE OTHER IS A TWO HR RATED WALL. |
| | PLEASE PROVIDE AN ASSEMBLY HOW THE TWO WALLS WILL BE |
| | BUILT? |
| | |
| | 19I) PROVIDE COMPLIANCE WITH:1207.2 AIR-BORNE SOUND. |
| | WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES |
| | SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM |
| | PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION |
| | CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) |
| | FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM |
| | E 90. PENETRATIONS OR OPENINGS IN CONSTRUCTION |
| | ASSEMBLIES FOR PIPING; ELECTRICAL DEVICES; RECESSED |
| | CABINETS; BATHTUBS; SOFFITS; OR HEATING, VENTILATING OR |
| | EXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED OR |
| | OTHERWISE TREATED TO MAINTAIN THE REQUIRED RATINGS. |
| | THIS REQUIREMENT SHALL NOT APPLY TO DWELLING UNIT |
| | ENTRANCE DOORS; HOWEVER, SUCH DOORS SHALL BE TIGHT |
| | FITTING TO THE FRAME AND SILL. |
| | |
| | 19J) PROVIDE COMPLIANCE WITH: 1207.3 STRUCTURE-BORNE |
| | SOUND. |
| | FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR |
| | BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA |
| | WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION |
| | CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD |
| | TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492. |
| | |
| | 20) SHEET A102A) |
| | 20A) DETAIL D SHEET A 802 SHOULD BE INTO THE ATRIUM BUT |
| | IS INDICATED AS PRIVACY WALL AND PARAPET @ COVERED |
| | TERRACES, PLEASE CORRECT. |
| | |
| | 21) SHEET A103A) |
| | 21A)THIS SHEET INDICATES VARIOUS SOFFIT DETAILS |
| | PROVIDE ATTACHMENT INFORMATION, NOT SUSPENDED FROM THE |
| | DECK ABOVE. 106.1.2* ADD INFO. |
| | |
| | 21B) THIS SHEET DETAILS THE THIRD STORY CEILINGS, JUST |
| | BEHIND THE 3 STORY ATRIUM THERE IS A DIMENSION OF 1?-0? |
| | IN DETAIL ?B? WHAT DOES THIS DIMENSION REFLECT? |
| | 106.1.2* ADD INFO. |
| | |
| | 21C) THIS SHEET REFLECTS THE CEILING MATERIAL SCHEDULE, |
| | APPARENTLY ONLY THE SERVICE ELEVATOR AND ELEVATOR# 1 |
| | LOBBIES ARE GOING TO HAVE DROPPED DRYWALL CEILINGS, |
| | NONE IN ANY PART OF THIS FLOOR. IN THE UNITS MOST |
| | KITCHENS AND BATHROOMS ARE DROPPED FOR A/C DUCT WORK? |
| | |
| | 22)SHEET A104: |
| | 22A)INDICATES THE SKYLIGHT IS TO BE UNDER A SEPARATE |
| | PERMIT, THIS BUILDING IS DESIGNED AS AN ENCLOSED |
| | STRUCTURE, REQUIRING ALL PARTS OF THE ENVELOPE TO BE |
| | PERMITTED AS A SINGLE UNIT. THE SKYLIGHT PRODUCT |
| | APPROVAL INFORMATION WILL BE REQUIRED TO BE PART OF THE |
| | BASE BUILDING DATA SUBMITTED BEFORE A PERMIT WILL BE |
| | ISSUED. |
| | |
| | 22B) ON THE SOUTH SIDE OF THE SKYLIGHT THERE IS A PAIR |
| | OF DOORS, NOT LABELED, NOT RATED?PLEASE PROVIDE WHAT |
| | PROPOSED USAGE THIS ROOM WILL BE USED FOR? |
| | |
| | 22C)TO THE EAST & WEST SIDES OF THE SKYLIGHT THE |
| | PLANS INDICATE A ROOF DRAIN BUT IT DOESN?T APPEAR TO |
| | HAVE EMERGENCY OVERFLOW SYSTEM LOCATED ON THE EAST END |
| | OF THE SKYLIGHT? 1503.4.3WHEN OTHER MEANS OF DRAINAGE |
| | OF OVERFLOW WATER IS NOT PROVIDED, OVERFLOW SCUPPERS |
| | SHALL BE PLACED IN WALLS OR PARAPETS NOT LESS THAN 2 |
| | INCHES (51 MM) NOR MORE THAN 4 INCHES (102 MM) ABOVE |
| | THE FINISHED ROOF COVERING AND SHALL BE LOCATED AS |
| | CLOSE AS PRACTICAL TO REQUIRED VERTICAL LEADERS OR |
| | DOWNSPOUTS OR WALL AND PARAPET SCUPPERS. AN OVERFLOW |
| | SCUPPER SHALL BE SIZED IN ACCORDANCE WITH THE FLORIDA |
| | BUILDING CODE, PLUMBING. |
| | |
| | 23) SHEET A106: |
| | 23A) PLANS INDICATE SPIRAL STAIRS, PLEASE SUBMIT |
| | INFORMATION ON STAIRS: SEE 1009.9 |
| | (1-3) SPIRAL STAIRWAYS. |
| | |
| | 24) SHEET A107: |
| | 24A) PLEASE PROVIDE ADDITIONAL INFORMATION ON WHAT |
| | APPEARS TO BE A WHIRLPOOL? |
| | |
| | 24B) PLANS ALSO INDICATE A GRILL ON THE EXTERIOR OF |
| | EACH UNIT; PROVIDE MANUFACTURERS SPECS ON THESE UNITS. |
| | DO THESE UNITS ALSO NEED VENTS? |
| | |
| | 24C) PLANS INDICATE AN ALUMINUM CATWALK SYSTEM TO BE |
| | COORDINATED WITH THE MECHANICAL EQUIPMENT, ADDITIONAL |
| | INFORMATION WILL BE NEEDED ON BOTH? |
| | |
| | 24D) MACHINE ROOM# 3 THE PLANS MAY HAVE A TYPO, THERE |
| | ARE STAIRS INDICATED AND A DOOR DESIGNATION R-3 BUT NO |
| | DOOR, DOOR IS AROUND THE CORNER.106.1.2* ADD INFO |
| | REQUIRED. |
| | |
| | 24E) IN THE CENTER OF THE BUILDING THE PLANS INDICATE |
| | VARIOUS ROOF DRAINS BUT NO SECONDARY |
| | OVERFLOW DRAINS.1503.4.3WHEN OTHER MEANS OF |
| | DRAINAGE OF OVERFLOW WATER IS NOT PROVIDED, OVERFLOW |
| | SCUPPERS SHALL BE PLACED IN WALLS OR PARAPETS NOT LESS |
| | THAN 2 INCHES (51 MM) NOR MORE THAN 4 INCHES (102 MM) |
| | ABOVE THE FINISHED ROOF COVERING AND SHALL BE LOCATED |
| | AS CLOSE AS PRACTICAL TO REQUIRED VERTICAL LEADERS OR |
| | DOWNSPOUTS OR WALL AND PARAPET SCUPPERS. AN OVERFLOW |
| | SCUPPER SHALL BE SIZED IN ACCORDANCE WITH THE FLORIDA |
| | BUILDING CODE, PLUMBING. |
| | |
| | 24F) THE ELEVATOR MACHINE ROOM DOORS ARE LABELED (R1) |
| | DOORS WITH 45 MIN DOORS PLEASE CORRECT TO 1 ? HR RATED |
| | DOORS (SHAFTS)/ ELEVATOR MACHINE ROOMS. |
| | |
| | 24G) PLANS INDICATE BETWEEN PENTHOUSE UNITS TERRACE A |
| | DOOR THIS WILL CROSS UNIT LINES REQUIRING A UNITY OF |
| | TITLE BETWEEN UNITS. |
| | |
| | 24H) STAIRWELL# 1 INDICATES THAT A 6? DIA. FIRE RATED |
| | VIEW PANEL WILL BE IN THIS DOOR, WILL NEED TO BE TESTED |
| | FOR WIND PRESSURES ALSO. |
| | |
| | |
| | 25) SHEET A108: |
| | 25A)PLANS INDICATE ON PENTHOUSE B AND THE REVERSE |
| | PENTHOUSE BTHE ROOF SCUPPERS ARE DIRECTLY OVER THE |
| | DOORWAY!!!!! |
| | |
| | 25B) ALL ROOF SCUPPERS ARE INSTALLED LEVEL WITH THE |
| | ROOF DECK, PLANS DO NOT INDICATE ANY EMERGENCY OVERFLOW |
| | SCUPPERS. 1503.4.3WHEN OTHER MEANS OF DRAINAGE OF |
| | OVERFLOW WATER IS NOT PROVIDED, OVERFLOW SCUPPERS SHALL |
| | BE PLACED IN WALLS OR PARAPETS NOT LESS THAN 2 INCHES |
| | (51 MM) NOR MORE THAN 4 INCHES (102 MM) ABOVE THE |
| | FINISHED ROOF COVERING AND SHALL BE LOCATED AS CLOSE AS |
| | PRACTICAL TO REQUIRED VERTICAL LEADERS OR DOWNSPOUTS OR |
| | WALL AND PARAPET SCUPPERS. AN OVERFLOW SCUPPER SHALL BE |
| | SIZED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, |
| | PLUMBING. |
| | |
| | 26) SHEET A201: NOTES 26A-26C COMMON TO ALL 200 SERIES |
| | SHEETS. |
| | 26A) GENERAL NOTE# 9 INDICATES APPROVAL FROM THE |
| | ARCHITECT AND BUILDING DEPARTMENT. PLEASE CORRECT THE |
| | DESIGNER OF RECORD APPROVES, THE CITY REVIEWS FOR CODE |
| | COMPLIANCE ONLY!! |
| | |
| | 26B) FINISH NOTES COMMENT ONLY ON NFPA 101, THE 2006 |
| | FBC803.1/ TABLE 803.5 ARE THE CODE SECTIONS THE |
| | BUILDING DEPARTMENT WILL REVIEW TOO. |
| | |
| | 26C) EGRESS WINDOWS THE MINIMUM HEIGHT IS 24? NOT 22? |
| | AND THE MINIMUM OPEN VENT SIZE IS 5.7? SECOND FLORR AND |
| | 5.0? FIRST FLOOR NOT 4.)?. SEE FBC 1025.2 BUILDING. |
| | |
| | 26D) UNIT DOOR SCHEDULE INDICATES WOOD DOORS (8-9) BOTH |
| | INDICATE WOOD DOORS AND FRAMES FIRE RATED 60 MINUTE |
| | DOORS. PLEASE PROVIDE APPROVAL REPORTS FOR 1 HR FIRE |
| | RATING. |
| | |
| | 27) SHEET A201: |
| | 27A) PLANS INDICATE 3?-0? ENTRY BETWEEN CABINET ENTRY |
| | INTO THE KITCHEN, PLEASE SEE A700. |
| | THE TITLE INDICATES PALM BEACH COUNTY ACCESSIBILITY |
| | CODE PLEASE CORRECT TO THE 2004 |
| | /2006 FBC CHAPTER 11 PARTB FAIR HOUSING ACCESSIBILITY |
| | GUIDELINES. |
| | SEE NOTE# 5 INDICATES A MINIMUM OF 40? FOR KITCHENS NOT |
| | THE 3?-0? DIMENSIONED IN THE PLAN. USABLE KITCHENS |
| | (1)(B) |
| | |
| | 27B) PLANS DO NOT INDICATE THE SIZE OF THE SHOWER |
| | DOOR? |
| | |
| | |
| | 27C) IMPORTANT NOTE!!!!! PLANS DO NOT INDICATE |
| | INFORMATION AS TO EXTERIOR SLIDERS,SEE COMMENT |
| | 19A)(1-3), AGAIN IT IS CRITICAL THAT THE SLIDING DOOR |
| | TRACK BE RECESSED ENOUGH TO ALLOW NO MORE THAN ?? ABOVE |
| | FINISH FLOOR AND FROM THE INTERIOR FINISH FLOOR TO THE |
| | TOP OF THE BALCONY DECK NO MORE THAN A 4? DROP. THIS IS |
| | TYPICAL OF ALL EXTERIOR SLIDING GLASS DOOR UNITS!!!! |
| | LEGEND-CURBS TYPICAL FOR ALL UNITS, THIS COMMENT WILL |
| | NOT BE RESTATED!!!!!!!!!!!!!!!! |
| | |
| | 28) SHEET A203: |
| | 28A) THE PRIMARY ENTRANCE DOORS ARE A PAIR OF 30? |
| | DOORS, THE MINIMUM CLEAR WIDTH OF THE OPEN DOOR IS 32? |
| | WHEN OPEN 90DEGREES TO THE OPENING. ANSI 4.13./ |
| | 1008.1.1. |
| | |
| | 28B) USABLE DOOR #14 DOES NOT MEET THE GUIDELINES, THE |
| | BIFOLD DOOR IS LISTED AS 1 ?? |
| | OR 3 ?? SUBTRACTED FROM 2?-10? LEAVES A 2?-61/2? |
| | OPENING. THE MINIMUM CLEAR OPENING IS 2?-8? FOR USABLE |
| | DOORS. |
| | |
| | 29) SHEET A205: |
| | 29A) THE PRIMARY ENTRY DOOR #8 WOULD REQUIRE A CLEAR |
| | 32? THIS WILL NOT BE POSSIBLE WITH A 30? DOOR. |
| | 1008.1.1. |
| | |
| | 30) SHEET A207: DOOR # 7 IS INDICATED AS A TYPE ?D? |
| | POCKET WHERE IT IS SHOWN AS A SWING DOOR. |
| | |
| | 31) SHEET A209) DOOR 3 & 4 BOTH ARE BI-FOLD DOORS |
| | 2?-10? BIFOLD ? 31/2? = 2?-61/2? THIS DOES NOT MEET THE |
| | 32? FOR USABLE DOORS. |
| | |
| | 32) SHEET A212: |
| | 32A) ENTRY DOOR# 10, ) THE PRIMARY ENTRANCE DOORS ARE A |
| | PAIR OF 30? DOORS, THE MINIMUM CLEAR WIDTH OF THE OPEN |
| | DOOR IS 32? WHEN OPEN 90DEGREES TO THE OPENING. ANSI |
| | 4.13./ 1008.1.1. |
| | |
| | 32B)KITCHEN MISSING THE DIMENSION BETWEEN CABINETS. |
| | MINIMUM 40? CLEAR. |
| | |
| | 32C) BIFOLD DOORS ARE BI-FOLD DOORS 2?-10? BIFOLD ? |
| | 31/2? = 2?-61/2? THIS DOES NOT MEET THE 32? FOR USABLE |
| | DOORS. |
| | |
| | 33) SHEET A215: |
| | 33A)DOOR # 8 ) THE PRIMARY ENTRANCE DOORS ARE A PAIR |
| | OF 30? DOORS, THE MINIMUM CLEAR WIDTH OF THE OPEN DOOR |
| | IS 32? WHEN OPEN 90DEGREES TO THE OPENING. ANSI 4.13./ |
| | 1008.1.1. |
| | |
| | 33B) DOOR# 17 IS A 2?-8? DOOR IS REQUIRED TO BE 32? AS |
| | BEING A USABLE DOOR AND IN CLOSETS DEEPER THAN 2?-0?. |
| | |
| | 34) SHEET A402 HAS VARIOUS DETAILS INDICATING THE USE |
| | OF STEEL TO CREATE STRUCTURAL MULLIONS.1707.4.5.1 |
| | MULLIONS OCCURRING BETWEEN INDIVIDUAL WINDOW AND GLASS |
| | DOOR ASSEMBLIES. TESTING REPORTS ARE REQUIRED BY AN |
| | APPROVED TESTING LABORATORY OR BE ENGINEERED. |
| | 1707.4.5.2 MULLIONS SHALL BE DESIGNED TO TRANSFER THE |
| | DESIGN PRESSURE LOADS APPLIED BY THE WINDOW OR DOOR |
| | ASSEMBLIES TO THE ROUGH OPENING SUBSTRATE. |
| | |
| | 35) SHEET A-501 INDICATES IN DETAIL# 2 A 3? GAP BETWEEN |
| | THE HANDRAIL AND WALL. FAIR HOUSING ANSI A117.1, 505.5 |
| | CLEARANCE BETWEEN THE CLEAR SPACE BETWEEN THE WALL AND |
| | THE HANDRAIL SHALL BE 1 ??. |
| | |
| | 36) SHEET A-503: |
| | 36A) PLANS DO NOT PROVIDE COMPLIANCE FOR THE ELEVATOR |
| | CARS TO ACCOMMODATE AMBULANCE STRETCHER REQUIREMENTS |
| | 3002.4. |
| | |
| | 36B) PLEASE NOTE SIGNAGE REQUIREMENT: 3002.3 EMERGENCY |
| | SIGNS. |
| | AN APPROVED PICTORIAL SIGN OF A STANDARDIZED DESIGN |
| | SHALL BE POSTED ADJACENT TO EACH ELEVATOR CALL STATION |
| | ON ALL FLOORS INSTRUCTING OCCUPANTS TO USE THE EXIT |
| | STAIRWAYS AND NOT TO USE THE ELEVATORS IN CASE OF FIRE. |
| | THE SIGN SHALL READ: IN FIRE EMERGENCY, DO NOT USE |
| | ELEVATOR. USE EXIT STAIRS. THE EMERGENCY SIGN SHALL NOT |
| | BE REQUIRED FOR ELEVATORS THAT ARE PART OF AN |
| | ACCESSIBLE MEANS OF EGRESS COMPLYING WITH SECTION 1007 |
| | . |
| | |
| | 3004.2 LOCATION OF VENTS. |
| | VENTS SHALL BE LOCATED BELOW THE FLOOR OR FLOORS AT THE |
| | TOP OF THE HOISTWAY, AND SHALL OPEN EITHER DIRECTLY TO |
| | THE OUTER AIR OR THROUGH NONCOMBUSTIBLE DUCTS TO THE |
| | OUTER AIR. NONCOMBUSTIBLE DUCTS SHALL BE PERMITTED TO |
| | PASS THROUGH THE ELEVATOR MACHINE ROOM PROVIDED THAT |
| | PORTIONS OF THE DUCTS LOCATED OUTSIDE THE HOISTWAY OR |
| | MACHINE ROOM ARE |
| | |
| | ENCLOSED BY CONSTRUCTION HAVING NOT LESS THAN THE FIRE |
| | PROTECTION RATING REQUIRED FOR THE HOISTWAY. HOLES IN |
| | THE MACHINE ROOM FLOORS FOR THE PASSAGE OF ROPES, |
| | CABLES OR OTHER MOVING ELEVATOR EQUIPMENT SHALL BE |
| | LIMITED SO AS NOT TO PROVIDE GREATER THAN 2 INCHES (51 |
| | MM) OF CLEARANCE ON ALL SIDES. |
| | |
| | 3004.3 AREA OF VENTS. |
| | EXCEPT AS PROVIDED FOR IN SECTION 3004.3.1 , THE AREA |
| | OF THE VENTS SHALL NOT BE LESS THAN 3? PERCENT OF THE |
| | AREA OF THE HOISTWAY NOR LESS THAN 3 SQUARE FEET (0.28 |
| | M 2 ) FOR EACH ELEVATOR CAR, AND NOT LESS THAN 3? |
| | PERCENT NOR LESS THAN 0.5 SQUARE FOOT (0.047 M 2 ) FOR |
| | EACH DUMBWAITER CAR IN THE HOISTWAY, WHICHEVER IS |
| | GREATER. OF THE TOTAL REQUIRED VENT AREA, NOT LESS THAN |
| | ONE-THIRD SHALL BE OF THE PERMANENTLY OPEN TYPE UNLESS |
| | ALL VENTS ACTIVATE UPON DETECTION OF SMOKE FROM ANY OF |
| | THE ELEVATOR LOBBY SMOKE DETECTORS. |
| | |
| | 37) SHEET A600 AND ALL 600 SHEETS: |
| | 37A) FIRE RATING LEGEND WALLS, PLEASE SEE TABLE 601 FOR |
| | FIRE RATINGS OF STRUCTURAL MEMBERS AND NON RATED |
| | WALLS. |
| | |
| | 38)SHEET A700: |
| | 38A) PLANS INDICATE PALM BEACH COUNTY ACCESSIBILITY |
| | PLEASE CORRECT TO 2004/2006 FLORIDA BUILDING CODE |
| | CHAPTER 11 FLORIDA ACCESSIBILITY CODE. |
| | |
| | 38B) NOTE 16 -01 IS ILLEGIBLE DOUBLE TYPED. |
| | |
| | 38C) NOTE 16-04 PLEASE SEE FAIR HOUSING ACCESSIBILITY |
| | GUIDELINES UNDER PURPOSE: |
| | THE DESIGN TEAM IS RESPONSIBLE FOR FAIR HOUSING .!!! |
| | PURPOSE: THE PURPOSE OF THESE GUIDELINES IS TO PROVIDE |
| | TECHNICAL GUIDANCE ON DESIGNING DWELLING UNITS AS |
| | REQUIRED BY THE FAIR HOUSING AMENDMENTS ACT OF 1988 |
| | (FAIR HOUSING ACT). THESE GUIDELINES ARE NOT MANDATORY, |
| | NOR DO THEY PRESCRIBE SPECIFIC REQUIREMENTS WHICH MUST |
| | BE MET, AND WHICH, IF NOT MET, WOULD CONSTITUTE |
| | UNLAWFUL DISCRIMINATION UNDER THE FAIR HOUSING ACT. |
| | BUILDERS AND DEVELOPERS MAY CHOOSE TO DEPART FROM THESE |
| | GUIDELINES AND SEEK ALTERNATE WAYS TO DEMONSTRATE THAT |
| | THEY HAVE MET THE REQUIREMENTS OF THE FAIR HOUSING ACT. |
| | THESE GUIDELINES ARE INTENDED TO PROVIDE A SAFE HARBOR |
| | FOR COMPLIANCE WITH THE ACCESSIBILITY REQUIREMENTS OF |
| | THE FAIR HOUSING ACT. |
| | |
| | 39) SHEET A802 DETAIL ?G? IS DOESN?T INDICATE HOW THIS |
| | SUPPORT IS TO BE TIED DOWN TO THE ROOF DECK PLEASE |
| | PROVIDE A CONTINUOUS PATH OF RESISTANCE. |
| | |
| | 40) SHEET A803 PLEASE PROVIDE RATING BETWEEN THE |
| | ASSEMBLY OCCUPANCY AND THE S-2 OCCUPANCY BELOW. |
| | |
| | 41) SHEET A804: |
| | 41A)DETAIL H PLANS INDICATE A POOL COPING DETAIL, |
| | WHEREAS IT IS ACTUALLY AN EXHAUST FAN DETAIL, PLEASE |
| | CORRECT. |
| | |
| | 41B) PLANS ALSO DO NOT INDICATE ANY STRAPPING IN THIS |
| | DETAIL SECURING THE CURB TO THE ROOF DECK? |
| | |
| | 41C) PLANS MAKEREFERENCE TO THE SFBC, CORRECT |
| | |
| | 42) SHEET S703 CORRECT THE REFERENCED STANDARDS : |
| | REINFORCED MASONRY NOTES |
| | 42A) ACI 530.1-99 |
| | 42B) ASCE 5-99 |
| | 42C) ASCE 6-99 |
| | 42D) TMS 402-99 |
| | |
| | SHEARWALL NOTES |
| | 42E) ACI 318-99 |
| | 42F) ACI 318R-92 |
| | |
| | 42G)2004 FL. BLD CODE 1603.1.4 THE |
| | FOLLOWING INFORMATION RELATED TO WIND |
| | SHALL BE SHOWN ON THE CONSTRUCTION |
| | DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | 43 ) S-103 PLANS INDICATE THERE WILL BE PILING BUT NO |
| | INFORMATION HAS BEEN SUBMITTED |
| | THAT THIS WILL BE PART OF THIS PERMIT. PLEASE PROVIDE |
| | WHAT TYPE OF PILING, DIAMETER, |
| | LENGTH OF PILE, REINFORCING REQUIREMENTS, ETC. |
| | |
| | 44) S-901 IT APPEARS THAT RWDI HAS COMPLETED A WIND |
| | TUNNEL TEST. PLEASE SUBMIT 3 ORIGINAL SIGNED& SEAL |
| | REPORTS . |
| | |
| | 45) 1609.1.4 PROTECTION OF OPENINGS IN WIND-BORNE |
| | DEBRIS REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE |
| | PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS |
| | SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF |
| | GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE |
| | ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH |
| | AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS |
| | OF SSTD 12, ASTM E 1886 ANDASTM E 1996, OR MIAMI-DADE |
| | TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1. |
| | GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE |
| | SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST. |
| | 2.GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1 |
| | M) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL |
| | MISSILE TEST. |
| | FL BLD CODE 1609.1.4: COMPONENTS & CLADDING, PROVIDE |
| | 2 COPIES(3 IF THRESHOLD OR RESIDENT INSPECTOR) OF |
| | PRODUCT TESTING REPORTS, MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) FIXED GLASS |
| | B) STOREFRONT GLASS |
| | C) OPERABLE WINDOWS |
| | D) MULLIONS HORIZONTAL & VERTICAL |
| | E) SKYLIGHTS |
| | F) GLASS BLOCK |
| | G) LOUVERS |
| | H) HOLLOW METAL DOORS/ ROOF HATCHES |
| | I) GLASS DOORS SWING |
| | J) OVERHEAD DOORS/ COIL DOORS |
| | K) SLIDING GLASS DOORS |
| | L) AUTOMATIC HORIZONTAL SLIDING DOORS |
| | M)PANEL WALL SYSTEM: SOFFITS, EFIS |
| | N) ROOFING ASSEMBLIES |
| | |
| | AT THIS TIME NO APPROVALS (GLAZING) CAN BE REVIEWED! |
| | FOR EXAMPLE FOR STOREFRONT PGT NOA 03-0508.03 WAS |
| | SUBMITTED FOR LARGE AND SMALL MISSILE TESTING. |
| | THE FIRST ISSUE IS FOR THE LARGE MISSILE |
| | TEST NO ONE HAS INDICATED WHICH FASTENER TYPE WAS TO BE |
| | USED, SECOND WHICH STYLE LAMINATED GLAZING WAS TO BE |
| | INSTALLED. PLEASE HIGHLIGHT OR INDICATE THE DESIGN |
| | TEAM?S CHOICE. |
| | THE NEXT ISSUE WITH THIS PRODUCT APPROVAL |
| | IS THE LIMITATION ON THE HEIGHT AND WIDTH OR MAXIMUM |
| | DAYLIGHT OPENING ALLOWED BY THE NOA, SEE SHEET A400 & |
| | A401. |
| | |
| | THE NEXT ISSUE IS WITHIN THE NOA ITSELF, |
| | THIS PGTNOA INDICATES THAT IT IS TO BE USED FOR LARGE |
| | AND SMALL MISSILE IMPACT WINDOW BUT THERE IS NO |
| | LITERATURE FOR SMALL MISSILE IMPACT RATING INDICATED IN |
| | THE PRODUCT APPROVAL? |
| | THIS COMMENT WILL STAND FOR ALL PRODUCT |
| | APPROVALS IN REGARDS TO THE WIND STUDY. SINCE THERE ARE |
| | NUMEROUS WIND PRESSURE ZONES FOR THIS BUILDING THE |
| | DESIGN TEAM WILL NEED TO PROVIDE SOME MEANS OF |
| | IDENTIFYING WHICH PRODUCT APPROVALS WILL TIE TO THERE |
| | ASSOCIATED GLAZING UNIT FOR BOTH LARGE AND SMALL |
| | MISSILE UNITS. |
| | |
| | THIS NEXT ISSUE WILL DEAL WITH THE WIND |
| | REPORT SUBMITTED FROM RWDI AND THE REQUIREMENTS OF |
| | ASCE7-02 SECTION 6.6 METHOD 3 WIND TUNNEL TEST. UNDER |
| | THE HEADING OF LIMITATIONS SEE ANALYSIS FOR WIND SPEEDS |
| | CONFORMS TO THE REQUIREMENTS OF SECTION 6.5.4.2. |
| | 6.5.4.2 ESTIMATION OF BASIC WIND SPEEDS FROM |
| | REGIONAL CLIMATIC DATA |
| | (2) THE DESIGN WIND SPEEDS RESULTING FROM THE STUDY |
| | SHALL NOT BE LESS THAN THE RESULTING |
| | 500-YEAR RETURN PERIOD WIND SPEED DIVIDED BY SQUARE |
| | ROOT OF 1.5. |
| | THE SQUARE ROOT OF 1.5 IS 1.22. 500 DIVIDED |
| | BY 1.22= 154 WIND SPEED. THE RESULTING STUDY SHOULD |
| | HAVE BEEN COMPOSED USING 154 MPH NOT THE 145 MPH 3 |
| | SECOND GUST. |
| | |
| | ANOTHER ISSUE WITH THE WIND STUDY PLEASE |
| | COMMENT ON WHY ON A SYMMETRIC BUILDING SEE FIGURE# 6 |
| | THE WEST ELEVATION THE PRESSURES ARE SYMMETRIC BUT ON |
| | THE EAST SIDE OF THE BUILDING WHICH IS ALSO SYMMETRIC |
| | WHY THERE IS A DIFFERENCE IN CONFIGURATION IN PRESSURE |
| | ZONES 75/ 85 FROM THE CENTERED 65 PSF? I WOULD BELIEVE |
| | THE WIND WOULD BE EFFECTED THE SAME AMOUNT ON A |
| | SYMMETRIC BUILDING. THE SAME CONCEPT I WOULD BELIEVE |
| | HOLD TRUE ON THE NORTH AND SOUTH SIDES? |
| | |
| | THE SAME ISSUE WITH THE SLIDING GLASS DOOR NOA |
| | SUBMITTED. THE TYPE OF GLAZING |
| | (LAMINATION) WAS NOTHIGHLIGHTED . PROVIDE A DETAILED |
| | ACCOUNT WHERE EACH OF THESE TYPE UNITS ARE TO LOCATED |
| | ON THE BUILDING. |
| | |
| | MULLIONS:1707.4.5.1 MULLIONS OCCURRING BETWEEN |
| | INDIVIDUAL WINDOW AND GLASS DOOR ASSEMBLIES. TESTING |
| | REPORTS ARE REQUIRED BY AN APPROVED TESTING LABORATORY |
| | OR BE ENGINEERED. |
| | 1707.4.5.2 MULLIONS SHALL BE DESIGNED TO TRANSFER THE |
| | DESIGN PRESSURE LOADS APPLIED BY THE WINDOW OR DOOR |
| | ASSEMBLIES TO THE ROUGH OPENING SUBSTRATE. |
| | |
| | THIS ROOF IS MISSING OR NOT IN COMPLIANCE WITH THE |
| | FOLLOW ITEMS: |
| | ___ CONTRACTOR DID NOT PROVIDE THE MEAN ROOF HEIGHT. |
| | ___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH. _X__ |
| | CONTRACTOR FAILED TO INDICATE WHICH SYSTEM TO BE USED. |
| | _X__ THE SYSTEM PROVIDED HAS A LOWPRESSURE FOR ZONE |
| | _2&3__ . |
| | SINCE THE ROOFING REPORT DOESN?T HAVE THE SUBSYSTEM |
| | HIGHLIGHTED THE NEXT 2 ITEMS ARE HIGHLIGHTED._X__ THE |
| | SYSTEM PROVIDED STATESLIMITATION# 7, SHOULD THE |
| | FASTENERRESISTANCE BE LESS THAN THAT REQUIRED, AS |
| | DETERMINED BY THEBUILDING OFFICIAL, A REVISED |
| | FASTENERSPACING, PREPARED , SIGNED AND SEALED BY A |
| | FLORIDA REGISTEREDPROFESSIONAL ENGINEER, |
| | REGISTEREDARCHITECT OR REGISTERED ROOF CONSULTANT |
| | MAY BE SUBMITTED. |
| | _X__THE SYSTEM PROVIDED INDICATESLIMITATION# |
| | 9, NO ENHANCEDFASTENING ALLOWED. |
| | |
| | |
| | 46)PRODUCT APPROVALS SUBMITTED WITH PERMIT |
| | APPLICATION AFTER OCTOBER 1, 2003 ARE REQUIRED TO |
| | COMPLY WITH THE FLORIDA PRODUCT APPROVAL SYSTEM. FOR |
| | INFORMATION PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH STATEWIDE |
| | APPROVAL ARE REQUIRED TO BE SUBMITTED WITH A COVER |
| | SHEET THAT LISTS THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE STATEWIDE APPROVAL, |
| | SUBMIT AN APPLICATION FOR LOCAL PRODUCT APPROVAL OR |
| | SITE SPECIFIC FORM PER RULE 9B-72. |
| | WWW.FLORIDABUILDING.ORG |
| | |
| | 47) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE |
| | PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| | RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | |
| | 48) PLANS ARE TO SHOWCOMPLIANCE WITH: |
| | 403.8 FIRE COMMAND . |
| | A FIRE COMMAND CENTER COMPLYING WITH SECTION 911 SHALL |
| | BE PROVIDED IN A LOCATION APPROVED BY THE FIRE |
| | DEPARTMENT. |
| | |
| | 403.9 ELEVATORS. |
| | ELEVATOR OPERATION AND INSTALLATION SHALL BE IN |
| | ACCORDANCE WITH CHAPTER 30 . |
| | |
| | 403.10 STANDBY POWER. |
| | A STANDBY POWER SYSTEM COMPLYING WITH SECTION 2702 |
| | SHALL BE PROVIDED FOR STANDBY POWER LOADS SPECIFIED IN |
| | SECTION 403.10.2 . |
| | |
| | 403.10.1 SPECIAL REQUIREMENTS FOR STANDBY POWER |
| | SYSTEMS. |
| | IF THE STANDBY SYSTEM IS A GENERATOR SET INSIDE A |
| | BUILDING, THE SYSTEM SHALL BE LOCATED IN A SEPARATE |
| | ROOM ENCLOSED WITH 2-HOUR FIRE-RESISTANCE-RATED FIRE |
| | BARRIER ASSEMBLIES. SYSTEM SUPERVISION WITH MANUAL |
| | START AND TRANSFER FEATURES SHALL BE PROVIDED AT THE |
| | FIRE COMMAND CENTER. |
| | |
| | 403.10.2 STANDBY POWER LOADS. |
| | THE FOLLOWING ARE CLASSIFIED AS STANDBY POWER LOADS: 1. |
| | POWER AND LIGHTING FOR THE FIRE COMMAND CENTER REQUIRED |
| | BY SECTION 403.8 ; |
| | 2.ELECTRICALLY POWERED FIRE PUMPS; |
| | 3.VENTILATION AND AUTOMATIC FIRE DETECTION |
| | EQUIPMENT FOR SMOKEPROOF ENCLOSURES. |
| | STANDBY POWER SHALL BE PROVIDED FOR ELEVATORS IN |
| | ACCORDANCE WITH SECTION 3003 . |
| | |
| | 403.11 EMERGENCY POWER SYSTEMS. |
| | AN EMERGENCY POWER SYSTEM COMPLYING WITH SECTION 2702 |
| | SHALL BE PROVIDED FOR EMERGENCY POWER LOADS SPECIFIED |
| | IN SECTION 403.11.1 . |
| | |
| | 403.11.1 EMERGENCY POWER LOADS. |
| | THE FOLLOWING ARE CLASSIFIED AS EMERGENCY POWER LOADS: |
| | |
| | 1.EXIT SIGNS AND MEANS OF EGRESS ILLUMINATION |
| | REQUIRED BY CHAPTER 10 ; |
| | 2.ELEVATOR CAR LIGHTING; |
| | 3.EMERGENCY VOICE/ALARM COMMUNICATIONS SYSTEMS; 4. |
| | AUTOMATIC FIRE DETECTION SYSTEMS; AND |
| | 5.FIRE ALARM SYSTEMS. |
| | |
| | 403.12 STAIRWAY DOOR OPERATION. |
| | STAIRWAY DOORS OTHER THAN THE EXIT DISCHARGE DOORS |
| | SHALL BE PERMITTED TO BE LOCKED FROM |
| | 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. |
| | |
| | 403.12.1 STAIRWAY COMMUNICATIONS SYSTEM. |
| | A TELEPHONE OR OTHER TWO-WAY COMMUNICATIONS SYSTEM |
| | CONNECTED TO AN APPROVED CONSTANTLY ATTENDED STATION |
| | SHALL BE PROVIDED AT NOT LESS THAN EVERY FIFTH FLOOR IN |
| | EACH REQUIRED STAIRWAY WHERE THE DOORS TO THE STAIRWAY |
| | ARE LOCKED. |
| | |
| | 403.13 SMOKEPROOF EXIT ENCLOSURES. |
| | EVERY REQUIRED STAIRWAY SERVING FLOORS MORE THAN 75 |
| | FEET (22 860 MM) ABOVE THE LOWEST LEVEL OF FIRE |
| | DEPARTMENT VEHICLE ACCESS SHALL COMPLY WITH SECTIONS |
| | 909.20 AND 1019.1.8 . |
| | |
| | 403.14 RESERVED. |
| | |
| | 403.15 SMOKE CONTROL SHALL BE PROVIDED IN ACCORDANCE |
| | WITH SECTION 909. |
| | |
| | 49)SHEET AC-01 THE VALET OFFICE INDICATES A THROUGH |
| | THE WALL A/C UNIT, IS THIS GOING TO DRAW FRESH AIR FROM |
| | THE ENCLOSED PARKING GARAGE? |
| | |
| | 50)PROVIDE INFORMATION ON THE VENTILATION OF THE |
| | ENCLOSED PARKING GARAGE. 406.4.2 VENTILATION. A |
| | MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED IN |
| | ACCORDANCE WITH THE FLORIDA BUILDING CODE, MECHANICAL |
| | . |
| | |
| | |
| | 51)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. |
| | |
| | THIS REVIEW IS MAY HAVE ADDITIONAL COMMENTS AS A RESULT |
| | OF THE DESIGNERS ANSWERS TO THE PLAN REVIEW OR NEW |
| | INFORMATION BEING ADDED. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
| | |
| | FLAGLER BEACH CLUB TOWER 1ST REVIEW.DOC |
| | |
| | |
