| Date |
Text |
| 2003-07-17 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 03061838 |
| | ADD: 310 N OLIVE AVENUE |
| | CONT: G. T. MCDONALD |
| | TEL: (954)650-0022 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) PLANS REQUIRED TO HAVE HISTORIC |
| | APPROVAL BEFORE ISSUANCE OF PERMIT. |
| | |
| | 2) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | WHERE THE BEARING CAPACITY OF THE SOIL I |
| | S NOT DEFINITEY KNOWN, OR IS IN QUESTION |
| | THE BUILDING OFFICIAL MAY REQUIRE EXPLOR |
| | ATIONS, TEST OR OTHER ADEQUATE PROOF AS |
| | TO THE PERMISSIBLE SAFE BEARING |
| | CAPACITY. REQUIRED TEST AND RECOMMENDA- |
| | TIONS SUBMITTED TO VERIFY BEARING CAPA- |
| | CITY SHALL BE CERTIFIED BY A GEOTECH- |
| | NICAL REPORT FROM A DESIGN PROFESSIONALP |
| | PROPERLY LICENSED IN THE STATE OF |
| | FLORIDA. |
| | |
| | DISCREPANCY INFORMATION ON PLAN INDI- |
| | CATES THE USE OF VIBROFLOTATION, STRUC- |
| | TURAL PLANS (S-201) INDICATE PILE CAP? |
| | |
| | 3)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. |
| | |
| | 4) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 5)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. |
| | |
| | 6) THIS BUILDING IS LOCATED IN A "FIRE |
| | DISTRICT". SEE APPENDIX "F". |
| | |
| | 7) SEE SITE WORK CHAPTER 33: |
| | 3303: ALLOWABLE USE OF PUBLIC PROPERTY |
| | 3304: COVERED WALKWAYS |
| | 3305: WALKWAYS, FENCES & PROTECTIVE |
| | COVERINGS |
| | 3309: CLEANING OF SIDEWALKS & STREETS |
| | |
| | 8) 1803.2.1 HOW ARE YOU GOING TO RETAIN |
| | SOILS FROM RIGHT OF WAY FROM CAVING IN? |
| | ELEVATION ON WEST SIDE IS APPROX 11.5' |
| | THE BOTTOM OF FOOTER "C" IS AT 3.75'? |
| | |
| | 9) TABLE 600 ISSUES THE FOOTER ON THE |
| | EAST SIDE OF BUILDING LOOKS AS IF IT IS |
| | ENCROACHING ONTO EAST PROPERTY. |
| | B) THE EAST, SOUTH & WEST SIDES OF |
| | THE BUILDING ARE 0'-3'FROM PROPERTY |
| | LINE, THIS MEANS ZERO % OPENINGS AND : |
| | C) 3HR EXTERIOR WALLS, HOW WILL THIS |
| | BE ACCOMPLISHED? IF BY BLOCK,HAVE BLOCK |
| | COMPANY ENGINEER GIVE THE EQUIVALENT |
| | THICKNESS OF BLOCK, ALSO FOR 2HR WALL. |
| | D) 705.1.1 OPENING PROTECTIVES. |
| | |
| | 10) SHEET LS101: RAMP FROM PARKING |
| | GARAGE TO FIRST FLOOR IS 31" TALL, THIS |
| | RAMP SHALL REQUIRE AN INTERMEDIATE LAND- |
| | ING, (NO ELEVATION FOR BOTTOM LANDING) |
| | TAKEN FROM VOCATION ROOM# 1. |
| | |
| | 11) 11-4.1.2 VERTICAL ACCESSIBILITY, |
| | NOTHING IN THIS CODE SHALL BE CONSTRUED |
| | TO RELIEVE THE OWNER OF ANY BUILDING, |
| | STRUCTURE OR FACILITY FROM THE DUTY TO |
| | PROVIDE VERTICAL ACCESSIBILITY TO ALL |
| | LEVELS ABOVE OR BELOW THE OCCUPIABLE |
| | GRADE LEVEL. |
| | A) VOCATION ROOM# 2,ELEVATION +0'-8" |
| | B) VOCATION ROOM# 3, ELEVATION +2'-2" |
| | |
| | 12) 11-4.6.5 VAN VERTICAL CLEARENCE MIN- |
| | IMUM HEIGHT OF 98" ACCESS ROUTE AND PARK |
| | ING SPACE. CONSIDER THE FIRE SPRINKLER |
| | PIPES AND 2" C. W. @ CEILING AND 5" RAIN |
| | LETER FROM DECK ABOVE? |
| | |
| | 13)WHAT AGE GROUP CHILDREN WILL USE |
| | THESE ROOMS AND WHAT WILL THE ROOMS ACTU |
| | ALLY BE USED FOR? |
| | |
| | 14) VOCATION ROOM# 3 MISSING LANDING AND |
| | HANDRAIL AT DOOR# 104. |
| | |
| | 15) ELEVATOR CAR: 11-4.10.9 FLOOR PLAN |
| | OF THE ELEVATOR CAR SHALL PROVIDE SPACE |
| | FOR WHEELCHAIR USERS TO ENTER THE CAR, |
| | MANEUVER WITHIN REACH OF CONTROLS, AND |
| | EXIT FROM THE CAR.SEE FIGURE 22 FOR |
| | MINIMUM DIMENSIONS, FIGURE 23 FOR |
| | CONTROL PANELS. ELE. BY MONUMENT STAIR! |
| | |
| | 16) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | SHEET A-202 INDICATES THAT FROM THE GYM |
| | A DIFFERENCE OF 1/2" OCCURS, AND S-102 |
| | ALSO INDICATES THE 1/2" DROP, PLUS THE |
| | THRESHOLD TH3 EQUALLS A 1" DIFFERENCE IN |
| | GRADE, THE ALLOWABLE DIFFEENCE IN GRADE |
| | AT THRESHOLDS IS 1/2" SEE 11-4.13.8. |
| | THIS SAME DETAIL TH3 HAS A 1" HEIGHT |
| | INDICATED AND A DETAIL OF 1/2"? |
| | |
| | 17) SHEET A202, COLONNADE (021 & STAIR4) |
| | 1021.1 SPECIAL EXIT REQUIREMENT |
| | 1021.1.2 EXTERIOR CORRIDORS & BALCONIES |
| | 1021.2.3 EXTERIOR BALCONIES OR WALKWAYS |
| | COMPLYING WITH SECTION 1006.2.2 THROUGH |
| | 1006.2.6 SHALL BE PERMITTED PROVIDED |
| | THAT EXCEPTIONS TO 1006.2.4 SHALL NOT |
| | APPLY. |
| | A) EXTERIOR STAIRS SHALL BE SEPERATED |
| | FROM THE INTERIOR OF THE BUILDING BY |
| | WALLS WITH A FIRE RESISTANCE RATING OF |
| | NOT LESS THAN 1 HOUR, DOOR 200.3 MISSING |
| | RATING |
| | B) DOOR 200.3 RATED DOOR 3/4 HR IF TO |
| | HAVE GLAZING 705.1.3.6 VIEW PANELS SEE |
| | TABLE 705.1.3.6.LIMIT OF SIZE OF GLASS. |
| | C) DOOR# 208 ALSO WILL REQUIRE 3/4HR |
| | RATING TO MAKE RATING FOR EXTERIOR |
| | CORRIDOR. |
| | D) STAIR# 4 GATE 004.1 PROVIDE INFORMA |
| | TION IN REGAURDS TO HARDWARE TO BE USED |
| | ON THESE GATES, PART OF AN ASSEMBLY EXIT |
| | |
| | 18) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | PLEASE PROVIDE MANUFACTURER SPEC FOR |
| | INTERKAL TELESCPIC SEATING. |
| | |
| | 19) SHEET A-502/603 WEST ELEVATION |
| | BALCONIES, THE PROPERTY LINE IS NOT |
| | CLEAR SECTION 3206.1.1(2) DEALS WITH |
| | HORIZONTAL PROJECTIONS OVER THE PROPERTY |
| | LINE INTO THE RIGHT OF WAY. |
| | |
| | 20) SHEET A-502 NOT FOR USE OF CLASS-A |
| | ACRYLIC MOULDING, SEE REQUIREMENTS OF |
| | 2603.6 (1)-(7) PROVIDE INFORMATION,ALSO |
| | SEE 2603.8 SPECIAL APPROVAL. |
| | ****F102.2.7 ARCHITECTURAL TRIM ON BUILD |
| | INGSLOCATED IN THE FIRE DISTRICT SHALL |
| | CONSTRUCTED OF APPROVED NONCOMBUSTIBLE |
| | MATERIALSOR FIRE RETARDANT TREARED WOOD. |
| | ******** |
| | |
| | 21) F 102.2.4 ROOF COVERINGS IN THE FIRE |
| | DISTRICT SHALL CONFORM TO THE REQUIRE- |
| | MENTS OF A CLASS-A OR B ROOF COVERING AS |
| | DEFINED IN 1505. PROVIDE MANUFACTURER'S |
| | SPECIFICATION. |
| | |
| | 22) PROVIDE INFORMATION FOR THE HARDWARE |
| | SCHEDULE PERTAINING TO 1019.7.2 PANIC |
| | HARDWARE FOR ASSEMBLY OCCUPANCIES, DOOR |
| | CLOSERS FOR RATED DOORS 705.3.2.3(2), |
| | 1012.1.7 EXIT DOORS (PAIRS) VS MANUALLY |
| | OPERATED DOORS (PROHIBITED). |
| | |
| | 23) INFORMATION ON DOOR F3 SIDELITES? |
| | |
| | 24) ENCLOSED PARKING GARAGE SEE 411.4.2 |
| | THE MECHANICAL SYSTEM SHALL BE CAPABLE |
| | OF 6 AIR CHANGES PER HOUR. |
| | |
| | 25) SHEET S-201 WIND INFORMATION, MISS- |
| | ING INTERNAL PRESSURE COEFFICIENT. |
| | ASCE 7-98, TABLE 6-7. |
| | |
| | 26)FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORT, SBCCI OR DADE COUNTY |
| | REPORTS ARE ACCEPTED. MISSING REPORTS: |
| | A) GLAZED OPENINGS OPERATABLE/ FIXED |
| | B) MULLIONS VERTICAL/ HORIZONTAL |
| | C) SOLID EXTERIOR DOORS |
| | D) GLAZED DOORS |
| | E) ROOFING ASSEMBLIES, INCLUDING HATCH |
| | PROVIDE POS/ NEGATIVE PRESSURES FOR ALL |
| | GLAZED OPENINGS DOORS AND WINDOWS, ON |
| | ELEVATIONS, 1606.1.7(5) THE DESIGN WIND |
| | PRESSURE IN TERMS OF PSF |
| | |
| | 27)1707.4.4.2 TAPERED BUCKS: |
| | SHALL EXTEND BEYOND THE INTERIOR FACE |
| | OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS SUPPORTED. |
| | |
| | 28)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. |
| | |
| | 29) 1707.4.5.2 MULLIONS SHALL BE DESIGN- |
| | ED TO TRANSFER THE DESIGN PRESSURE LOADS |
| | APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| | TO THE ROUGH OPENING SUBTRATE. |
| | |
| | 30) A-621 DETAI# 3 AND S-302 SEC# 1 BOTH |
| | INDICATE THE INDEPENDENT THE FIRST OF |
| | THE FIRST FLOOR BEAM, WHERE S-102 INDICA |
| | CATES THE USE OF #4 TEMPATURE BARS????? |
| | |
| | 31)SECTION 1/303 WRONG CONFIGURATION, |
| | SHOULD BE THROUGH THE MONUMENTAL STAIR, |
| | IS THERE TO BE A ROOM BELOW?SEE S101. |
| | |
| | 32) A-403 DETAIL# 5METAL TRUSS FRAMING |
| | NO INFO FOR ATTACHMENT OF SOFFIT? |
| | REFER TO STRUCTURAL FOR METAL FRAMING, |
| | S302/ DETAIL A, THE DETAIL DOESN'T SPECI |
| | FY WHAT TYPE OF MATERIAL OR GUAGE THE |
| | TRUSSES WILL BE MADE FROM, FASTENERS REQ |
| | UIRED FORTHE TRUSS, NOR THE FASTENING OF |
| | THE FIRE RETARDANT TREATED PLYWOOD. |
| | MISSING ALSO WELD INFO FOR ATTACHMENT OF |
| | TRUSS TO ANGLE. SHOULD THIS BE A "C" |
| | CHANNEL AND NOT A "L" ANGLE? NO WELD |
| | INFO ON L STIFFENER TO BOTTOM CORD. |
| | THE SAME HOLDS TRUE FOR A-620 DETAIL# 3. |
| | |
| | 33) PROVIDE THE FIRE RATING INFORMATION |
| | REQUIRED FOR WALLS,FLOORS,GIRDERS,JOIST |
| | AS PER TABLE 600. |
| | A) A-403 DETAIL# 3 INDICATES THAT |
| | THE GYMNASIUM METAL BAR JOIST DO NOT |
| | NEED FIRE PROOFING, TABLE 600 NOTE "P" |
| | THE EXCEPTION IS FOR 20'-0" CLEAR, THE |
| | BLEACHERS DO NOT MAKE THIS REQUIREMENT. |
| | |
| | 34) S-203 DETAIL "K" SECTION FOR COLUMNS |
| | POURED AFTER BLOCK WALLS ARE LAYED UP, |
| | A-203 DOESN'T GIVE ANY DOVE TAIL OR TIE |
| | IN SECTION, IS THERE A NOTE SPECIFYING |
| | COLUMNS TO BE POURED AFTER CMU ARE IN |
| | PLACE? |
| | |
| | 35) A-620 SECTION A403/5 NOT CORRECT |
| | SECTION, PROVIDE ADDITIONAL INFO FOR THE |
| | SUSPENDED STUCCO CEILING, SAME PROBLEM |
| | WITH A-620, DETAIL# 3. |
| | |
| | |
| | 36) SEE 1503.4.2 FOR LOCATION AND HEIGHT |
| | OF OVERFLOW DRAINS AND SCUPPERS. |
| | |
| | 37) NOTE: 3205 THE ROOF OF EVERY FIXED |
| | AWNING, MARQUEE OR CANOPY SHALL BE |
| | SLOPED TO DOWNSPOUTS AT THE BUILDING, |
| | WHICH SHALL CONDUCT ALL DRAINAGE UNDER |
| | THE SIDEWALK TO THE CURB. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561)805-6715 |
