| Date |
Text |
| 2006-01-17 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 05091265 |
| | ADD: 430 HIBISCUS |
| | CONT:PROJECT |
| | TEL: (561)586-2913 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | ARCHITECT: COHEN, FREEDMAN, ENCINOSA |
| | & ASSOC. STUART COHEN/ GULLERMO ENCINOSA |
| | 8085 N. W. 155 ST |
| | MIAMI, FL |
| | T(305)826-4155 |
| | |
| | STRUCTURAL: DE LOS REYESENGINEERING, INC |
| | 8726 S. W. 26 TH STREET SUITE 1&2 |
| | HECTOR DE LOS REYES |
| | MIAMI, FL |
| | T(305)477-8826 |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE ANY |
| | PAGES AS NECESSARY. A TRANSMITTAL LETTER |
| | LISTING THE ORIGINAL REVIEW COMMENT NUM- |
| | BER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| | TION PAGE WHERE THE CHANGES CAN BE FOUND |
| | WILL HELP TO EXPEDITE YOUR PERMIT. THANK |
| | YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | |
| | COMMENTS FROM THE FOUNDATION PERMIT WILL |
| | ALSO APPLY TO THIS PERMIT AS WELL. |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | FROM FOUNDATION PERMIT: |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | NOTE: 713.13.(2) IF WORK HASN'T STARTED |
| | WITHIN 90 DAYS OF THE NOC BEING RECORDED |
| | SUCH NOTICE WILL BE VOID AND NO FURTHER |
| | IN EFFECT CAUSING IT TO BE RE-RECORDED. |
| | |
| | 2) THERE SEEMS TO BE A DISCREPANCY |
| | BETWEEN THE PERMIT APPLICATION AND PLANS |
| | AS TO THE ADDRESS AS WELL AS THE |
| | PROPERTY CONTROL NUMBER. |
| | 2A) PERMIT APPLICATION INDICATES 430 |
| | HIBISCUS WHERE AS THE PLANS INDICATE 480 |
| | HIBISCUS. |
| | 2B) THE PCN SUPPLIED ON THE PERMIT |
| | APPLICATION INDICATES A SINGLE LOT. A0.2 |
| | APPEARS TO TAKE MOST OF THE BLOCK AND |
| | CROSSING THE ALLEYWAY. PROVIDE A REPLAT |
| | INDICATING A SINGLE LOT AND NEW PCN. |
| | 2C) BEFORE THE FOUNDATION PLAN IS |
| | RESUBMITTED CORRALATE ALL PLANS INTO |
| | THREE COMPLETE SETS AND STAPLED. |
| | 106.1.2 ADDITIONAL DATA. THE BUILDING |
| | OFFICIAL MAY REQUIRE DETAILS, |
| | COMPUTATIONS, STRESS DIAGRAMS, AND OTHER |
| | DATA NECESSARY TO DESCRIBE THE |
| | CONSTRUCTION OR INSTALLATION AND THE |
| | BASIS OF CALCULATION. ALL DRAWINGS, |
| | SPECIFICATIONS AND ACCOMPANYING DATA |
| | REQUIRED BY THE BUILDING OFFICIAL TO BE |
| | PREPARED BY AN ARCHITECT OR ENGINEER |
| | SHALL BE AFFIXED WITH THIER OFFICIAL |
| | SEAL, SIGNATURE AND DATE AS STATE LAW |
| | REQUIRES. |
| | |
| | 3A) 104.4.5. SPECIAL FOUNDATION PERMIT |
| | WHEN APPLICATION FOR A PERMIT TO ERECT |
| | OR ENLARGE A BUILDING HAS BEEN FILED, & |
| | PENDING ISSURANCE OF SUCH PERMIT, THE |
| | BUILDING OFFICIAL MAY, AT HIS/ HER |
| | DISCRETION, ISSUE A SPECIAL PERMIT FOR |
| | THE FOUNDATION ONLY, UPON WRITTEN RE- |
| | QUEST OF THE OWNER AND CONTRACTOR. THE |
| | HOLDER OF SUCH A SPECIAL PERMIT IS PRO- |
| | CEEDING AT HIS OR HER OWN RISK AND WITH- |
| | OUT ASSURANCE THAT A PERMIT FOR THE |
| | REMAINDER OF THE WORK WILL BE GRANTED |
| | AND THAT CORRECTIONS WILL NOT BE RE- |
| | QUIRED IN ORDER TO MEET THE PROVISIONS |
| | OF THE TECHNICAL CODE. |
| | 3B) WHEN A FOUNDATION PERMIT IS APPLIED |
| | FOR IT IS UNDERSTOOD THAT INCLUDES FLOOR |
| | SLABS REQUIRING MEP PLANS. IF LOOKING |
| | FOR A PERMIT TO START WORK WITHOUT THE |
| | REQUIRED MEP SHEETS INDICATE WHAT WORK |
| | WILL BE COMPLETED UNDER THIS PERMIT. |
| | THE PERMIT APPLICATION BOX DESCRIPTION |
| | OF PROJECT SHOULD INCLUDE WHAT TYPE OF |
| | WORK IS TO BE COMPLETED UNDER THIS |
| | FOUNDATION PERMIT. |
| | |
| | 4)FL S. S. 553.71(7) " THRESHOLD |
| | BUILDING" MEANING ANY BUILDING WHICH IS |
| | GREATER THAN (3) STORIES OR 50 FT IN |
| | HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPAN |
| | CY CLASSIFICATION AS DEINED IN THE |
| | FLORIDA BUILDING CODE WHICH EXCEEDS |
| | 5,000 SQ FT IN AREA AND AN OCCUPANT |
| | CONTENT OF GREATER THAN 500 PERSONS. |
| | 105.13.1 THE ENFORCING AGENCY SHALL |
| | REQUIRE A SPECIAL INSPECTOR TO PERFORM |
| | SRUCTURAL INSPECTIONS ON A THRESHOLD |
| | BUILDING PURSUANT TO A STRUCTURAL INSPEC |
| | TION PLAN PREPARED BY THE ENGINEER OF |
| | RECORD. THE STRUCTURAL INSPECTION PLAN |
| | MUST BE SUBMITTED TO THE ENFORCING AGEN- |
| | CY PRIOR TO THE ISSUANCE OF A BUILDING |
| | PERMIT FOR THE CONSTRUCTION OF A THRESH- |
| | OLD BUILDING. THE PURPOSE OF THE SRUCTUR |
| | AL INSPECTION PLAN IS TO PROVIDE SPECIF- |
| | IC INSPECTION PROCEDURES AND SCHEDULES |
| | SO THAT THE BUILDING CAN BE ADEQUATELY |
| | INSPECTED FOR COMPLIANCE WITH THE |
| | PERMITTED DOCUMENTS. |
| | |
| | 5) WPB AMENDMENT 105.13.6. W.P.B. |
| | CONSTRUCTION SERVICES DEPARTMENT |
| | REQUEST FOR THRESHOLD BUILDINGS A |
| | SPECIAL INSPECTOR AS REQUIRED BY S. |
| | 553.79(5) FLORIDA STATUTES TO THE MIN- |
| | IMUM INSPECTIONS REQUIRED BY THIS CODE. |
| | CONTACT HAROLD PISKURA MANAGER OF THE |
| | SPECIAL INSPECTOR PROGRAM AT (561) |
| | 805-6711 FOR FURTHER INFORMATION BEFORE |
| | THE PERMIT MAY BE ISSUED. |
| | |
| | 6) W.P.B. AMENDMENT 105.13.4.4 ALL PLANS |
| | FOR THE BUILDING WHICH ARE REQUIRED TO |
| | BE SIGNED AND SEALED BY THE ARCHITECT OR |
| | ENGINEER OF RECORD CON- TAIN A STATEMENT |
| | THAT, TO THE BEST OF THE ARCHITECT'S PR |
| | ENGINEER'S KNOWLEDGE, THE PLANS AND |
| | SPECIFICATIONS COMPLY WITH THE |
| | APPLICABLE FIRE-SAFETY STANDARDS AS |
| | DETERMINED BY THE LOCAL AUTHORITY IN |
| | ACCORDANCE WITH THIS SECTION AND 633 |
| | FLORIDA STATUTE. |
| | |
| | 7)106.1.2 ADDITIONAL DATA. THE |
| | BUILDING OFFICIAL MAY REQUIRE DETAILS, |
| | COMPUTATIONS, STRESS DIAGRAMS, AND OTHER |
| | DATA NECESSARY TO DESCRIBE THE |
| | CONSTRUCTION OR INSTALLATION AND THE |
| | BASIS OF CALCULATION. ALL DRAWINGS, |
| | SPECIFICATIONS AND ACCOMPANYING DATA |
| | REQUIRED BY THE BUILDING OFFICIAL TO BE |
| | PREPARED BY AN ARCHITECT OR ENGINEER |
| | SHALL BE AFFIXED WITH THIER OFFICIAL |
| | SEAL, SIGNATURE AND DATE AS STATE LAW |
| | REQUIRES. |
| | THE STRUCTURAL PLANS START WITH |
| | SHEET S-1.0 BUT THE STRUCTURAL NOTES |
| | START WITH NUMBER (4). |
| | THERE IS NO MENTION OF SOILS |
| | REQUIREMENTS, SOILS REPORTS, |
| | DENSEIFICATION, NOR AUGER PILE GRADE |
| | BEAMS, ETC?S1.1 SOIL NOTE SOIL TO BE |
| | DENSIFIED TO 8,000 BY VIBROFLOTATION, |
| | PROVIDE REPORT. |
| | |
| | 8) SEE SHEET S-1.0 FOR IMPORTANCE |
| | FACTOR, ASCE 7-98 TABLE 1-1/ TABLE 6-1, |
| | BUILDINGS AND OTHER STRUCTURES WHERE |
| | MORE THAN 300 PEOPLE CONGREGATE IN ONE |
| | AREA WILL REQUIRE THE BUILDING CATEGORY |
| | BE A III AND THE IMPORTANCE FACTOR OF |
| | 1.15. SEE POOL DECK AND WALKWAYS OF |
| | 11,697 SQ FT / 30= 390 OCCUPANT LOAD. |
| | |
| | 9) SHEET S1.1 FOOTING# 440140 NOT ON |
| | FOOTING SCHEDULE.STEEL? |
| | |
| | 10) SHEET S1.1 FOOTING 200160 NOT ON |
| | FOOTING SCHEDULE. STEEL? THERE ARE |
| | NUMEROUS FOOTERS THAT ARE NOT ON THE |
| | SCHEDULE AND WILL REQUIRE STEEL PLEASE |
| | PROVIDE INFORMATION. |
| | |
| | 11) BEFORE A PERMIT TO CONSTRUCT, MAY BE |
| | ISSUED, IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY. THE ACTUAL PERMIT |
| | SET OF PLANS MUST BE STAMPED BY THAT |
| | OFFICE, AND A COPY OF THE PAID RECEIPT |
| | ATTACHED TO THE PERMIT APPLICATION. |
| | PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | BUILDING PERMIT: |
| | 12) 109.3.10* IMPACT OF CONSTRUCTION. |
| | ALL CONSTRUCTION ACTIVITY REGULATED BY |
| | THIS CODE SHALL BE PERMORMED IN A MANNER |
| | SO AS NOT TO ADVERSLY IMPACT THE |
| | CONDITION OF ADJACENT PROPERTY, UNLESS |
| | SUCH ACTIVITY IS PERMITTED TO AFFECT |
| | SAID PROPERTY PURSUANT TO A CONSENT BY |
| | THE APPLICABLE PROPERTY OWNER, UNDER |
| | TERMS & CONDITIONS AGREEABLE TO THE |
| | APPLICABLE PROPERTY OWNER.THIS INCLUDES |
| | BUT IS NOT LIMITED TO THE CONTROL OF |
| | DUST, NOISE, WATER OR DRAINAGE RUN-OFF, |
| | DEBRIS, AND THE STORAGE OF CONSTRUCTION |
| | MATERIALS. NEW CONSTRUCTION ACTIVITY |
| | SHALL NOT ADVERSELY IMPACT |
| | HISTORICSURFACE WATER DRAINAGE FLOWS |
| | SERVING ADJACENT PROPERTIES, & MAY |
| | REQUIRE SPECIAL DRAINAGE DESIGNCOMPLYING |
| | WITH ENGINEERING STANDARDS TO PRESERVE |
| | THE POSITIVE PATTERNS OF THE AFFECTED |
| | SITES.ACCORDINGLY, DEVELOPERS, |
| | CONTRACTORS, AND OWNERS OF ALL NEW |
| | RESIDENTIAL DEVELOPMENET, INCLUDING |
| | ADDITIONS, POOLS, PATIOS, DRIVEWAYS, |
| | DECKS, OR SIMILAR ITEMS, ON EXISTING |
| | PROPERTIES RESULTING IN A DECREASE IN |
| | EXCESS OF 800SQ FT OF PERMEABLE LAND |
| | AREA ON ANY PARCELL SHALL AS A PERMIT |
| | CONDITION, PROVIDE A PROFESSIONALY |
| | 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. |
| | |
| | 13) 109.3.10.1 HURICANE PROTECTION. |
| | IT SHALL BE UNLAWFUL FOR ANY PERSON TO |
| | ALLOW CONSTRUCTION RELATED MATERIALS |
| | EQUIPMENET 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 |
| | HIGHWINDS. |
| | ANY PERSONS WHO FAILS TO COMPLY TO |
| | REMOVE OR SECURE THE CONSTRUCTION |
| | MATERIALS EQUIPMENT AND DEBRIS WITHIN |
| | 24 HRS AFTER A HURRICANE WATCH HAS BEEN |
| | ISSUED SHALL BE SUBJECT TO A FINE NOT TO |
| | EXCEED $500.00. |
| | IN ADDITION TO THE ABOVE, A LICENSED |
| | CONTRACTOR WHO VIOLATES THIS SECTION |
| | SHALL BE SUBJECT TO DISCIPLINE PURSUANT |
| | TO SECTION 113 OF THIS CHAPTER. |
| | |
| | 14)W P B ADMINISTRTIVE CODE 106.3.3* |
| | PRODUCT APPROVALS. THOSE PRODUCTS 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. |
| | |
| | 15) A0.2 BUILDING DATA PLANS INDICATE |
| | ONLY A TYPE I BUILDING NOT GIVEN IF |
| | DESIGNED AS A TYPE IA OR IB.TABLE 601 |
| | PROVIDE INFO TABLE 601. |
| | |
| | 16) 110.2* W. P. B. ADMINISTRATIVE CODE, |
| | INFORMATION THAT IS REQUIRED FOR RECORD |
| | KEEPING & FOR CERTIFICATE OF OCCUPANCY: |
| | A) THE EDITION OFTHE CODE UNDER WHICH |
| | THE PERMIT WAS ISSUED. |
| | B) THE USE AND OCCUPANCY, IN ACCORDANCE |
| | WITH THE PROVISIONS OF CHAPTER 3. |
| | C) THE TYPE OF CONSTRUCTION AS DEFINED |
| | IN CHAPTER 6, TABLE 601. |
| | D) THE DESIGN OCCUPANT LOAD, SEE 1004. |
| | E) IF AN AUTOMATIC SPRINKLER SYSTEM IS |
| | PROVIDED, WHETHER THE SPRINKLER SYSTEM |
| | IS REQUIRED. |
| | F) ANY SPECIAL STIPULATIONS & CONDITIONS |
| | OF THE BUILDING PERMIT. |
| | |
| | 17) A0.2 BUILDING DATA THE WRONG CODE |
| | FOR ACCESSIBILITY, 2004 FBC CHAPTER 11 |
| | |
| | 18) A0.2 PARKING CALCULATIONS INDICATE |
| | (9) HANDICAPPED PARKING SPACES, INDICATE |
| | COMPLIANCE WITH 11-4.1.2(5)(B) |
| | IN PARKING STRUCTURES, ONE IN EVERY |
| | EIGHTACCESSIBLE SPACES, BUT NOT LESS |
| | THAN ONE, SHALL BE "VAN ACCESSIBLE" |
| | AND SHALL BE DESIGNED AS REQUIRED BY |
| | 11-4.6.3.THE VERTICAL CLEARANCE AT |
| | SUCH SPACES SHALL COMPLY WITH 11-4.6.5. |
| | ALL SUCH SPACES MAY BE GROUPED ON ONE |
| | LEVEL OF A PARKING STRUCTURE.WHEN SUCH |
| | SPACES ARE PROVIDED IN A PARKING |
| | STRUCTURE AND ONLY ONE IN EIGHT MEET |
| | THE HEIGHT REQUIREMENT OF 11-4.6.5, THEY |
| | SHALL BE DESIGNATED AS REQUIRED BY |
| | 11-4.6.4. |
| | |
| | 19) A0.2 PARKING CALCULATION INDICATES |
| | COMPLIANCE WITH 11-4.1.2 WITH 8 H.C. |
| | SPACES SEE TABLE 401-500 SPACES REQUIRES |
| | 9 H.C. SPACES, PLEASE CORRECT. |
| | |
| | 20) LIFE SAFETY PLANS DOES NOT INDICATE |
| | THE OCCUPANT LOAD PER FLOOR AND HOW THIS |
| | OCCUPANT LOAD IS DISTRIBUTED THROUGH |
| | DOORWAYS NOR THROUGH STAIRWAYS TO THE |
| | EXIT DISCHARGE.PLEASE ILLUSTRATE. |
| | 106.1.2 ADDITIONAL DATA. THE |
| | BUILDING OFFICIAL MAY REQUIRE DETAILS, |
| | COMPUTATIONS, STRESS DIAGRAMS, AND OTHER |
| | DATA NECESSARY TO DESCRIBE THE |
| | CONSTRUCTION OR INSTALLATION AND THE |
| | BASIS OF CALCULATION. ALL DRAWINGS, |
| | SPECIFICATIONS AND ACCOMPANYING DATA |
| | REQUIRED BY THE BUILDING OFFICIAL TO BE |
| | PREPARED BY AN ARCHITECT OR ENGINEER |
| | SHALL BE AFFIXED WITH THIER OFFICIAL |
| | SEAL, SIGNATURE AND DATE AS STATE LAW |
| | REQUIRES. |
| | |
| | |
| | 21) A0.4 MEZZANINE LEVEL PROVIE THE |
| | SQUARE FOOT OF EACH COMMERCIAL TEANANT |
| | FOR THE FIRST FLOOR LEVEL AS WELL AS THE |
| | |
| | MEZZANINE LEVEL. 505.2 AREA LIMITATION. |
| | THE AGGREGATE AREA OF A MEZZANINE OR |
| | MEZZANINES WITHIN A ROOM SHALL NOT |
| | EXCEED ONE-THIRD OF THE AREA OF THAT |
| | ROOM OR SPACE IN WHICH THEY ARE LOCATED. |
| | THE ENCLOSED PORTIONS OF ROOMS SHALL NOT |
| | BE INCLUDED IN A DETERMINATION OF THE |
| | SIZE OF THE ROOM IN WHICH THE MEZZANINE |
| | IS LOCATED. IN DETERMINING THE ALLOWABLE |
| | MEZZANINE AREA, THE AREA OF THE |
| | MEZZANINE SHALL NOT BE INCLUDED IN THE |
| | AREA OF THE ROOM. |
| | |
| | 22)SHEET A1.0/ A1.1 |
| | A) DOOR# 14 PLEASE SEE NOTE ON PLANS ALL |
| | COMMON AREA DOORS 45 MIN RATED BUT ON |
| | THE DOOR SCHEDULE ONLY THE 1 1/2 HR |
| | RATED DOORS SHOW ON SCHEDULE. THE DOOR |
| | SCHEDULE WILL NEED TO SHOW ALL DOOR |
| | RATINGS. |
| | |
| | B)DOOR 14 AND 36 BOTH ARE OVERHEAD DOORS |
| | ON THE REFUSE ROOM. 707.1.13.4 REQUIRES |
| | THESE OVERHEAD DOOR TO BE 3/4 RATED & |
| | THERE ENCLOSURE, SHOW COMPLIANCE. THE |
| | SECOND ISSUE IS THESE UNITS ARE TO BE |
| | EITHER SELF CLOSING OR AUTOMATICALLY TO |
| | CLOSE IF SMOKE IS DETECTED. |
| | |
| | 23) A1.2 |
| | A)DOORWAY# 7 HALLWAY DOOR TO OFFICE# 004 |
| | IS MISSING THE 18" CLEARENCE ON THE PULL |
| | SIDE OF LATCHING DEVISE. |
| | 11-4.13.6 MANEUVERING CLEARENCES |
| | AT DOORS. MINIMUM MANEUVERING CLEARENCES |
| | AT DOORS THAT ARE NOT AUTOMATIC OR |
| | POWER-ASSISTED SHALL BE AS SHOWN IN |
| | FIG. 25. THE FLOOR OR GROUND AREA WITH |
| | IN THE REQUIRED CLEARENCES SHALL BE |
| | CLEAR & LEVEL. |
| | |
| | B) PROVIDE INFORMATION ON THE H.C. LIFT? |
| | 11-4.11.2IF PLATFORM LIFTS (WHEELCHAIR |
| | LIFTS) AREUSED, THEY SHALL COMPLY WITH |
| | 11-4.2.4, 11-4.5, 11-4.27, AND ASME |
| | A17.1 SAFETY CODE FOR ELEVATORS AND |
| | ESCALATORS, SECTION XX, 1990. |
| | |
| | C) EXTERIOR STAIRS @ DOOR# 35 MISSING |
| | THE MAEUVERING CLEARENCES ON THE PULL |
| | SIDE OF LATCH, 11-4.13.6 |
| | |
| | D) DOOR # 30 MISSING THE 18" REQUIRED ON |
| | THE LATCH SIDE OF THE DOOR, PULL SIDE. |
| | 11-4.13.6. |
| | |
| | E) THE ELECTRICAL PLAN AND ARCHITECTURAL |
| | FOR THIS PORTION OF THE BUILDING DOESN'T |
| | |
| | MATCH DOOR LOCATIONS SOME ARE MISSING OR |
| | PLACED IN VARIOUS AREAS DEPENDING ON THE |
| | PLAN THE SAME ISSUE WITH STAIRS. |
| | 106.1.2 ADDITIONAL DATA. THE BUILDING |
| | OFFICIAL MAY REQUIRE DETAILS, |
| | COMPUTATIONS, STRESS DIAGRAMS, AND OTHER |
| | DATA NECESSARY TO DESCRIBE THE |
| | CONSTRUCTION OR INSTALLATION AND THE |
| | BASIS OF CALCULATION. ALL DRAWINGS, |
| | SPECIFICATIONS AND ACCOMPANYING DATA |
| | REQUIRED BY THE BUILDING OFFICIAL TO BE |
| | PREPARED BY AN ARCHITECT OR ENGINEER |
| | SHALL BE AFFIXED WITH THIER OFFICIAL |
| | SEAL, SIGNATURE AND DATE AS STATE LAW |
| | REQUIRES. |
| | |
| | F) ROOM 024 IS LABELED THE EMERGENCY |
| | ROOM, ELECTRICAL PLANS INDICATE LARGE |
| | WALL VENTS WHEREAS THE BUILDING A SOLID |
| | WALL, CORRECT. |
| | |
| | 24) A1.3: ELEVATOR# 3 PROVIDE A CROSS |
| | SECTION OF WALL ACROSS FROM ELEVATOR, IS |
| | THIS WALL A GLASS WALL OR IS IT ONLY A |
| | HANDRAIL? THE PLANS APPEAR TO BE A TRUE |
| | MEZZANINE WHICH WILL NOT REQUIRE ATRIUM |
| | REQUIREMENTS. SEE ATRIUM REQUIREMENTS IF |
| | APPLICABLE, SEE 404.5. |
| | |
| | 25) A.14: ROOM 040 PROVIDE THE OCCUPANCY |
| | CLASSIFICATION ON PLAN S-1 MODERATE |
| | HAZARD.PROVIDE WALL AND DOOR RATINGS, |
| | OPEMNING PROTECTIVES. TABLE 705.4, |
| | TABLE 715.3. ROOM 040 IS NOT AN |
| | ANCILLARY TO THE PARKING GARAGE. |
| | |
| | 26)A1.5: ELEVATOR# 1&2/ MEZZANINE LEVEL. |
| | SAME SITUATION AS QUESTION# 23. |
| | |
| | 27) A1.6/ A1.8 THIS SITUATION DEALS WITH |
| | THE 2ND FLOOR THROUGH TO & INCLUDING THE |
| | TOP FLOOR. |
| | A) ELEVATORS 1/2 & 3/4 TO COMPLY WITH: |
| | 707.14.1 ELEVATOR LOBBY. |
| | ELEVATORS OPENING INTO A |
| | FIRE-RESISTANCE-RATED CORRIDOR AS |
| | REQUIRED BY SECTION 1016.1 (R2> 10 OCC |
| | LOAD REQUIRES 1HR RATED CORRIDORS) |
| | SHALL BE PROVIDED WITH AN ELEVATOR LOBBY |
| | AT EACH FLOOR CONTAINING SUCH A |
| | CORRIDOR. THE LOBBY SHALL SEPARATE THE |
| | ELEVATORS FROM THE CORRIDOR BY FIRE |
| | PARTITIONS AND THE REQUIRED OPENING |
| | PROTECTION. ELEVATOR LOBBIES SHALL HAVE |
| | AT LEAST ONE MEANS OF EGRESS COMPLYING |
| | WITH CHAPTER 10 AND OTHER PROVISIONS |
| | WITHIN THIS CODE. |
| | |
| | B) PLANS INDICATE STORAGE UNITS, WHEN |
| | YOU GO TO THE 1/4" SCALE PLAN 2.4 THE |
| | PLANS STILL DO NOT PROVIDE WALL SECTIONS |
| | AS TO TYPE OF CONSTRUCTION AS FOUND ON |
| | A2.37. PLANS ARE INCOMPLETE AS TO WALL |
| | TYPES FOR MOST OF THE FLOORS.CORRECT. |
| | S1 STORAGE REQUIRES A 3HR WALL AND |
| | OPENING PROTECTIVES. SEE FIRE BARRIER |
| | T 715.3 |
| | |
| | 28) A1.21: |
| | A) THE EAST SIDE OF THE COVERED VARANDA |
| | & HEALTH CLUB DOES NOT HAVE ANY |
| | DIMENSION AS TO THE PROPERTY LINE, & |
| | PLANS DO NOT PROVIDE IF TYPE IA OR IB, |
| | WHICH WILL MAKE A DIFFERENCE IN |
| | ALLOWABLE OPENINGS |
| | |
| | B) RAMP TO SPA, |
| | 11-4.8.2 SLOPE & RISE. THE LEAST |
| | POSSIBLE SLOPE SHALL BE USED FOR ANY |
| | RAMP. THE MAXIMUM SLOPE FOR A RAMP IN |
| | NEW CONSTRUCTION SHALL BE 1 TO 12. THE |
| | MAXIMUM RISE FOR RUN SHALL BE 30" (SEE |
| | FIGURE 16). |
| | 11-4.8.4(3) IF RAMPS CHANGE DIREC- |
| | TION AT LANDINGS, THE MINIMUM LANDING |
| | SIZE SHALL BE 60" X 60". |
| | 11-4.8.4.(2) LANDINGS. ALL LANDINGS |
| | ON RAMPS SHALL NOT BE LESS THAN 60" |
| | CLEAR, & THE BOTTOM OF EACH RAMP SHALL |
| | HAVE NOT LESS THAN 72" OF STRAIGHT & |
| | LEVEL CLEARENCE. |
| | 11.4.8.5. HANDRAILS: IF A RAMP HAS |
| | A RISE GREATER THAN 6" OR A HORIZONTAL |
| | PROJECTION GREATER THAN 72", THEN IT |
| | SHALL HAVE HANDRAILS ON BOTH SIDES. |
| | |
| | C) THE PLANS SHOW THE ELEVATION AT 0'-0" |
| | WITH NO CHANGE IN GRADE TO THE INTERIOR? |
| | |
| | D) PLANS INDICATE USE OF METAL TRUSSES |
| | ON THE HEALTH CLUB BUT NO MENTION OF |
| | TYPE OF DECKING ? SEE TABLE 601 FOR 1 |
| | 1/2 HR RATING. |
| | |
| | E) PLANS INDICATE FLOOR OR ROOF DRAINS |
| | SEE SECTION A8.7 DETAIL E, THIS DETAIL |
| | INDICATES SEE SEE MECH DRAWINGS? WHERE? |
| | THE PLUMBING SHEET 21.9 ALSO INDICATES |
| | FLOOR DRAINS BUT NO SECTION THROUGH THE |
| | SLAB INDICATING COMPLIANCE WITH 712.4.1 |
| | THROUGH PENETRATIONS OF HORIZONTAL |
| | ASSEMBLIES. |
| | 712.4.1.1PENETRATIONS SHALL BE |
| | INSTALLED AS TESTED IN AN APPROVED FIRE |
| | RESISTANCE-RATED ASSEMBLY. PROVIDE |
| | ADDITIONAL INFORMATION. |
| | |
| | 29) A3.0 |
| | A) THE DOOR SCHEDULE INDICATES (2) TYPES |
| | OF RATED DOORS #14 & #15. THE DETAILS ON |
| | THIS PAGE INDICATE FRAMES AND SILLS BUT |
| | NO MENTION TO DOORS 14 OR 15. |
| | |
| | 708.6 OPENINGS IN FIRE PARTITIONS SHALL |
| | BE PROTECTEDIN ACCORDANCE WITH SECTION |
| | 715.. 715.3.3 FIRE DOOR ASEMBLIES SHALL |
| | ALSO MEET THE REQUIREMENTS FOR A SMOKE |
| | AND DRAFT CONTROL DOOR ASSEMBLIES TESTED |
| | IN ACCORDANCE WITH UL 1784 WITH AN |
| | ARTIFICIAL BOTTOM SEAL INSTALLED ACROSS |
| | THE FULL WIDTH OF THE BOTTOM OF THE DOOR |
| | ASSEMBLY. |
| | |
| | 710.5.2 SMOKE AND DRAFT CONTROL DOORS, |
| | DOORS IN SMOKE PARTITIONS SHALL BE |
| | TESTED IN ACCORDANCE WITH UL 1784 WITH |
| | AN ARTIFICIAL BOTTOM SEAL INSTALLED |
| | ACROSS THE FULL WIDTH OF THE BOTTOM OF |
| | THE DOOR ASSEMBLY. |
| | |
| | 30) A1.31: |
| | A) PLANS INDICATE USSE OF METAL |
| | TRUSSES BUT NO MENTION AS TO THE TYPE OF |
| | DECKING MATERIAL? TABLE 601 1 1/2 HR |
| | RATING. |
| | |
| | B) PLANS INDICATE A STORAGE OCCUPANCY ON |
| | THE ROOF? WHAT TYPE OF MATERIALS WILL BE |
| | STORED THERE, S1 VS S2? |
| | |
| | 31) PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| | ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| | PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 32)W P B ADMINISTRTIVE CODE 106.3.3* |
| | PRODUCT APPROVALS. THOSE PRODUCTS 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. |
| | |
| | 33) FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) EXTERIOR WINDOWS FIXED |
| | B) EXTERIOR WINDOWS OPERATABLE |
| | C) MULLIONS |
| | D) EXTERIOR GLAZED DOORS |
| | E) EXTERIOR ROLL UP DOORS |
| | F) LOUVERS |
| | G) TRUSS ANCHOR ATTACHMENTS |
| | H) STORM SHUTTERS |
| | I) EFIS SYSTEMS |
| | J) EXTERIOR RAILINGS |
| | K) ROOFING ASSEMBLIES FLAT AND SLOPED |
| | ALL OF THE ABOVE MENTIONED PRODUCTS |
| | WILL REQUIRE THE DESIGNER OF RECORD TO |
| | SIGN OFF THAT THE REPORTS HAVE BEEN |
| | REVIEWEDAND APROVED BY THEIR OFFICE. |
| | |
| | 34)A3.2 |
| | A) WHY DOES THE WINDOW TYPES INDICATE |
| | TOWNHOUSES? |
| | B) NOTE # 7 INDICATES THAT THE WINDOWS |
| | AND DOORS ARE GOING TO BE UNDER SEPERATE |
| | PERMIT. THIS MEANS THIS BUILDING IS |
| | ACTUALLY DESIGNED AS OPEN AND NOT |
| | CLOSED! THE WINDOW AND DOORS WILL BE |
| | REQUIRED TO BE SUBMITTED AND READY FOR |
| | PERMIT BEFORE THE BUILDING PERMIT WIL BE |
| | LET. |
| | |
| | 35) A4.0,A4.1, A4.2 & A4.3 |
| | A) ALL INDICATE WOOD TRIM BRACKETS SEE |
| | 1406.2.2ARCHITECTURAL TRIM THAT |
| | EXCEEDS 40 FEET (12 192 MM) IN HEIGHT |
| | ABOVE GRADE PLANE SHALL BE CONSTRUCTED |
| | OF APPROVED NONCOMBUSTIBLE MATERIALS AND |
| | SHALL BE SECURED TO THE WALL WITH METAL |
| | OR OTHER APPROVED NONCOMBUSTIBLE |
| | BRACKETS. |
| | NONCOMBUSTIBLE- MATERIALS WHICH PASS THE |
| | TEST PROCEDURE SET FORTH IN ASTM E 136. |
| | |
| | B)NOTE:STANDING SEAM METAL ROOF ON |
| | METAL TRUSSES FOR AWNING TYPE |
| | SHADES.PROVIDE ENGINEERING HOW THIS |
| | SYSTEM IS TO BE BUILT AND IF THIS SYSTEM |
| | IS TO STAY IN THE OPEN POSITION DURING A |
| | HIGH WINDEVENT PROVIDE CALCULATIONS. |
| | |
| | C) INDICATE ON THE ELEVATIONS, PRESSURE |
| | ZONES FOR OPENINGS +/- FOR THE INTERIOR |
| | AND END ZONES (ZONES 4 & 5). ALSO |
| | PROVIDE THE ROOF PRESSURE ZONES FOR |
| | ZONES 1,2& 3. |
| | |
| | D) ELEVATIONS DO NOT PROVIDE WHERE THE |
| | PROPERTY LINES ARE LOCATED? |
| | |
| | 36)A7.4 |
| | A) STAIRWELL# 4 INDICATES THE USE OF A |
| | MECHANICAL SHAFT BUT NO DESIGNATION AS |
| | TO WALL TYPE? 2 HR RATED. |
| | |
| | B) A7.5 SAME STAIRWELL# 4 INDICATES THE |
| | MECHANICAL SHAFT INTRUDING INTO THE |
| | STAIRWELL NOT STOPPING AT THE 2ND FLOOR |
| | LEVEL.707.4 SHAFT ENCLOSURES SHALL HAVE |
| | A FIRE-RESISTANCE RATING NOT LESS THAN |
| | THE FLOOR ASSEMBLY PENETRATED, BUT NEED |
| | NOT EXCEED 2 HOURS. |
| | |
| | 37) A7.6/A7.7 ELEVATOR MACHINE ROOMS |
| | MISING INFORMATION ON VENTS: |
| | A)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. |
| | |
| | B) 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. |
| | |
| | 38) A7.8 & A7.9 INDICATE USE OF 6" BLOCK |
| | FOR 2 HR WALL RATING. A U.L. LISTING OF |
| | WHAT TYPE OF BLOCK IS NOT PROVIDING THE |
| | FIRE RESISTANT RATING BASED ON |
| | EQUIVALENT THICKNESS OF THE MASONARY |
| | UNIT AND TYPE OF AGGREGATE USED. THIS |
| | SHALL BE PROVIDED BY THE BLOCK |
| | MANUFACTURER. |
| | |
| | 39) A.80 DETAIL# 25 IS A SHAFT WALL |
| | PARTITION DESIGN UL U-415. THIS DESIGN |
| | IS MISSING THE REQUIRED C-H STUDS IN THE |
| | DESIGN. CORRECT.SAME DETAIL SHOWN ON |
| | LS.0 CORRECT. |
| | |
| | 40) A8.1 DETAIL"N" IS FOR A ROLL DOWN |
| | FIRE RATED DOOR WITHIN A RATED WALL. |
| | PROVIDE THE UL RATING FOR THE WAY THE |
| | ROLL DOWN ASSEMBLY BOX TAKES THE PLACE |
| | OF THE RATED WALL? |
| | |
| | 41) A8.3 DETAIL H APPEARS THIS DETAIL IS |
| | MISSING THE VERTICAL BARS AT THE BOTTOM |
| | OF THE DETAIL THAT WILL KEEP THE 4" |
| | SPHERE FROM PASSING THROUGH. 1012.3 |
| | OPENING LIMITATION. |
| | |
| | 42) S-1.0 AS STATED UNDER FOUNDATION |
| | PERMIT NOTES START WITH NOTE# 4 FOR |
| | CONCRETE. |
| | |
| | A) NOTE A REFRENCES ACI 301-99 |
| | STRUCTURAL CONCRETE,1901.2/1901.3 |
| | CORRECT TO ACI 318-02. |
| | |
| | B) MISSING WIND DESIGN: |
| | 1603.1.4 WIND DESIGN DATA. |
| | THE FOLLOWING INFORMATION RELATED TO |
| | WIND LOADS SHALL BE SHOWN, REGARDLESS OF |
| | WHETHER WIND LOADS GOVERN THE DESIGN OF |
| | THE LATERAL-FORCE-RESISTING SYSTEM OF |
| | THE BUILDING: |
| | 1.BASIC WIND SPEED (3-SECOND GUST), |
| | MILES PER HOUR (KM/HR). |
| | 2.WIND IMPORTANCE FACTOR, I W , AND |
| | BUILDING CLASSIFICATION FROM TABLE |
| | 1604.5 OR TABLE 6-1, ASCE 7 AND BUILDING |
| | CLASSIFICATION IN TABLE 1-1, ASCE 7. |
| | 3.WIND EXPOSURE, IF MORE THAN ONE |
| | WIND EXPOSURE IS UTILIZED, THE WIND |
| | EXPOSURE AND APPLICABLE WIND DIRECTION |
| | SHALL BE INDICATED. |
| | 4.THE APPLICABLE ENCLOSURE |
| | CLASSIFICATIONS AND, IF DESIGNING WITH |
| | ASCE 7, INTERNAL PRESSURE COEFFICIENT. |
| | 5.COMPONENTS AND CLADDING. THE |
| | DESIGN WIND PRESSURES IN TERMS OF PSF |
| | (KN/M 2 ) TO BE USED FOR THE DESIGN OF |
| | EXTERIOR COMPONENT AND CLADDING |
| | MATERIALS NOT SPECIFICALLY DESIGNED BY |
| | THE REGISTERED DESIGN PROFESSIONAL. |
| | |
| | 43) S1-3.4- S1-3.6 TRUSS DIAGRAMS |
| | MISSING THE MAGNITUDE OF LOADS TO BE |
| | REISTED, UPLIFT, HORIZONTAL AND GRAVITY |
| | LOADS. |
| | |
| | 44) S-4.1 SAME COMMENT 9 & 10 FOUNDATION |
| | SCHEDULE NOT COMPLETE. |
| | |
| | 45) S-8.1-S-8.3 ELEVATIONS WITH |
| | PRESSURES ZONES ARE SO SMALL THE NUMBERS |
| | BECOME SMUGED AND ILLEGIBLE. |
| | |
| | 46) PROVIDE ENERGY CALCS FOR BUILDING: |
| | 13-400.1 PRESCRIPTIVE REQUIREMENTS. |
| | WHERE A PRESCRIPTIVE REQUIREMENT |
| | SPECIFIC TO A METHOD IS MORE STRINGENT |
| | THAN THE BASIC PRESCRIPTIVE REQUIREMENT, |
| | THE MORE RESTRICTIVE REQUIREMENT SHALL |
| | BE MET. |
| | |
| | 47) PLANS ARE CURRENTLY IN FOR PLAN |
| | REVIEW, BUT WHEN PLANS ARE SUBMITTED TO |
| | THE BUILDING DEPARTMENT FOR PERMIT |
| | APPLICATION: |
| | 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 |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
