| Date |
Text |
| 2003-06-07 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 03051238 |
| | ADD:750 WEST EXECUTIVE CENTER DRIVE |
| | CONT:PLAN REVIEW |
| | CONTACT: EXECUTIVE TRUST, LTD |
| | TEL: (561)547-0270 |
| | (561)547-5512 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | ACTION: DENIED |
| | |
| | GENERAL SITE COMMENTS: |
| | |
| | NOTE: 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 |
| | |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | PROVIDE PROOF OF OWNERSHIP. THE P. B. C. |
| | COUNTY PROPERTY APPRAISERS OFFICE |
| | INDICATES DIFFERENT OWNERSHIP. |
| | |
| | 2) PROVIDE RECORDED PLAT, AND SITE PLAN |
| | WITH THE APPROVED STREET NAMES, |
| | INDICATEALL SITE AMENITIES. |
| | |
| | 3) FAIR HOUSING: PROVIDE THE SITE PLAN |
| | THAT CONFIRMS TO THE FAIR HOUSING |
| | GUIDELINES FOR MULTI HOUSING. AN |
| | ACCESSIBLE ROUTE TO ALL BUILDINGS, |
| | AMENITIES, |
| | ED PUBLIC TRANSPORTATION ETC.LEASING |
| | OFFICE REQUIRES HANDICAPPED PARKING. |
| | |
| | 4) MISSING SITE AMENITIES PACKAGE! |
| | A) GAZEBO |
| | B) TRASH COMPACTOR |
| | C) ENTRY GATES OR GUARDHOUSE |
| | D) SIGNAGE AND IF WALLS OF FENCE |
| | AROUND THE PROPERTY |
| | E) INFORMATION FOR FOUNTAIN IN LAKE |
| | WHERE THE ELECTRIC WILL BE PULLED |
| | FROM ETC...SRPERATE PERMIT REQUIRED |
| | |
| | 5) POOL "EFFECTIVE BARRIER" SEE ZONING |
| | REQUIREMENTS AS WELL AS 424.1 PUBLIC |
| | SWIMMING POOLS 64E-9.002 EFFECTIVE |
| | BARRIERS: SEPERATING THE POOL FROM ALL |
| | OTHER AREAS INCLUDING THE INTERIOR OF |
| | THE |
| | CLUBHOUSE AND POOL AREA. |
| | |
| | GENERAL INFORMATION:REQUIRED 1606.1.4 |
| | |
| | 5)1606.1.4(1) IN WIND BORNE DEBRIS |
| | REGIONS, EXTERIOR GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IN BUILDINGS SHALL BE |
| | ASSUMED TO BE OPENINGS UNLESS SUCH |
| | GLAZING IS IMPACT RESISTANT OR |
| | PROTECTEDWITH AN IMPACT RESISTANT |
| | COVERING MEET- ING THE REQUIREMENTS OF |
| | SSTD 12, ASTM |
| | E 1886 AND ASTM E 1996 OR MIAMI-DADE. |
| | 1) GLAZED OPENINGS LOCATED WITHIN 30 |
| | FTOF GRADE SHALL MEET THE REQUIREMENTS |
| | OF LARGE MISSLE TEST. |
| | |
| | 6) 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 |
| | REPORT ARE ACCEPTED. MISSING REPORTS: |
| | A) WINDOWS, SINGLE HUNG, CASEMENT, |
| | FIXED OR HORIZONTAL ROLLER |
| | B) DOORS, GLAZED AND SOLID DOORS |
| | OR SLIDING DOORS OR OVERHEAD |
| | C) STORM SHUTTERS A COPY OF THE CITYS |
| | IMPLEMENTSTION STANDARD FOR HURRI- |
| | CANE MISSLE IMPACT PROTECTION WILL |
| | PROVIDED EXPLAINING THE STANDARD |
| | FOR LARGE PROJECTS AND A SAMPLE |
| | ATTACHMENT SCHEDULE. |
| | D) ROOF ASSEMBLIES PRODUCT TESTING |
| | REPORT. |
| | |
| | 7)SITE SPECIFIC ENGINEERING (PRODUCT |
| | APPROVAL) REQUIRES THE WET SIGNATURE, |
| | DATE AND EMBOSSED SEAL OF THE ENGINEER |
| | CERTIFYING THE PRODUCT AND SIGNATURE |
| | AND SEAL OF THE DESIGN PROFESSIONAL |
| | OF RECORD. |
| | |
| | 8)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. |
| | |
| | 9)1707.4.5.2 MULLIONS SHALL BE |
| | DESIGN-ED TO TRANSFER THE DESIGN |
| | PRESSURE LOADSAPPLIED BY THE WINDOW OR |
| | DOOR ASSEMBLIESTO THE ROUGH OPENING |
| | SUBTRATE. |
| | |
| | 10)PROVIDE STORM PANEL INFORMATION WITH |
| | INSTALLATION SCHEDULE AND KEY PLAN WITH |
| | SPECIFIC ANCHORS AND MOUNTING TO BE |
| | USEDFOR ALL NON-IMPACT GLAZING. |
| | FBC 1606.1.4. |
| | |
| | 11)FL BLD CODE 2001 SECTION 103.6, |
| | 1606.1.4, 1707.4 & 3401.7.2.4. |
| | PROCEDURES: 1(B) A COMPLETE |
| | INSTALLATIONSCHEDULE SUMMARIZING & |
| | IDENTIFYING |
| | OPENING SIZES, STORY HEIGHTS, UNIT MARK |
| | NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM |
| | BAR REINFORCING REQUIREMENTS, WALL |
| | PRES-SURE ZONES, SLAT TYPES, ETC., |
| | SHALL BE |
| | SUBMITTED AT TIME OF PERMIT APPLICATION |
| | TO FACILITATE PLAN REVIEW AND PERMIT |
| | ISSUANCE. |
| | |
| | 12) ROOF ASSEMBLIES: 1504.1 WIND RESIS- |
| | TANCE OF ROOFS: ROOF DECKS AND ROOF |
| | COV-ERINGS SHALL BE DESIGNED FOR WIND |
| | LOADS IN ACCORDANCE WITH CHAPTER 16. |
| | PROVIDE |
| | PRODUCT TESTING REPORTS. |
| | |
| | 13) 105.3(6) ADMINISTRATIVE CODE, |
| | SPECIAL INSPECTOR (RESIDENT INSPECTOR |
| | PROGRAM) REGISTER WITH OUTSIDE INSPEC- |
| | TION COORDINATOR DON NEELY 805-6665. |
| | |
| | 14)FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | SUPPLY SIGNED/ SEALED SOILS REPORT FROM |
| | ARDAMANFILE # 02/2199 10/31,2002, |
| | REQUIRING 3,000 PSF |
| | |
| | 15) STATE STATUTE 553.895(2) MULTI-FAM- |
| | ILY RESIDENTIAL BUILDINGS WHETHER DESIGN |
| | ATED AS TOWNHOUSE,CONDOMINIMUMS, APART- |
| | MENT HOUSES, TENEMENTS,GARDEN APARTMENTS |
| | OR BY ANY OTHER NAME ARE TO BE FIRE |
| | SPRINKLERED. MISSING PLANS.903.8.2 |
| | |
| | 16)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. |
| | |
| | ********CLUBHOUSE******* |
| | |
| | 17) SHEET AM-2, WOMENS RESTROOM HANDI- |
| | CAPPED STALL REQUIRES 18" PULL SIDE OF |
| | LATCH. |
| | |
| | 18) AM-1 ROOF SHEATHING REQUIREMENTS: |
| | W.P.B. CITY AMENDMENTS TABLE 2306.1 |
| | ROOF COVERING 1509: INSULATION, CORRECT |
| | |
| | 19) AM-4 MAILBOXES, REACH RANGES, |
| | FAIR HOUSING, ANSI A117.1 |
| | 308.2.1 FORWARD REACH RANGES UNOBSTRUCT- |
| | ED 15"/48" |
| | 308.3.1 SIDE REACH RANGES UNOBSTRUCTED |
| | 15"/48" |
| | |
| | 20) AM-4 MAIL BOX DETAIL, 2X4 WOOD FRAME |
| | WALL DETAIL, FRAMING C/C? |
| | |
| | 21) AM-4 MAIL BOX DETAIL HI-RIB LATH |
| | CEILING ATTACHMENT/ SPACING? SEE ASTM |
| | C-1063. |
| | |
| | 22)AM-2, AM-5 WINDOW SCHEDULE, LEASING |
| | OFFICE, CLOSING OFFICE, UNIT# 6 FIXED |
| | WINDOWS SEE 2405.2.1(3) GLAZING IN HAZ- |
| | ARDOUS LOCATIONS. |
| | |
| | 23) CHECK WALL PRESSURES, WINDOW #3, |
| | INTERIOR & END ZONES, OVERHEAD DOOR? |
| | |
| | 24) 13-400.1 ENERGY CODE SEE AM-7 CLUB- |
| | HOUSE DETAIL # 2. EXTERIOR BLOCK WALL, |
| | MEET THE MINIMUM INSULATION REQUIREMENTS |
| | FOR EXTERIOR BLOCK WALL "R-7" GENERAL |
| | BUILDINGS < 5,000 SQ FT (PRESCRIPTIVE |
| | REQUIREMENT) |
| | |
| | 25) AM-7 CLUBHOUSE TRUSS ANCHOR SCHEDULE |
| | INDICATES USE OF NU-VUE PRODUCTS WITH |
| | LISTED LOADS, NOTE ON RIGHT SIDE OF PAGE |
| | INDICATES USE OF USP PRODUCTS OR EQUAL, |
| | 1707.3.1 JOIST HANGERS, FRAMING |
| | ANCHORS & SIMILAR DEVICES SHALL BE TEST- |
| | ED IN ACCORDANCE W/ ASTM D 1761 & BE |
| | LABELED AND LISTED FOR THEIR LOAD CARRY- |
| | ING CAPACITY. |
| | IF OTHER PRODUCTS ARE USED, LIST THEIR |
| | LOAD CARRYING CAPACITY. |
| | |
| | 26) AM-8 DETAILS 8 & 13, 2X4 BLOCKING |
| | DRAWN IN BLOCK, NOT ATTACHED TO THE CMU. |
| | |
| | ****APPARTMENT BUILDING COMMENTS***** |
| | |
| | 27) 1014.1.1 STAIRS DO NOT MEET THE |
| | REQUIREMENT OF AN OPEN STAIRWAY. AT |
| | LEAST 50% OF THE BALCONY, PORCH,GALLERY |
| | OR SIMILAR SPACE SHALL BE OPEN ON THE |
| | LONG SIDE. |
| | THE EXCEPTION TAKEN FOR ARRANGEMENT |
| | & NUMBER OF EXITS 1004.1.4(3) WHEN YOU |
| | READ THE CODE ARTICLE THIS DEALS WITH |
| | SMOKE ISSUES IN A ENCLOSED EXIT ACCESS |
| | CORRIDOR. NOTE THE CODE ARTICLE DOES NOT |
| | DESCRIBE CONDITIONS DESCIBED UNDER |
| | 1006.2 DEALING WITH EXTERIOR EXITWAY |
| | STAIRS. |
| | TWO ISSUES NEED TO BE ADDRESSED: |
| | A) 1004.1.4 IF THIS IS GOING TO BE CONS |
| | IDERED AN INTERIOR STIARWAY WITH THE |
| | EXCEPTION TAKEN IN 1004.1.4(3) VS 1/2 |
| | THE DIAGONAL. IF 1004.1.4(2) THIS EXCEP- |
| | TION IS TAKEN, THEN 903.2 KICKS IN. |
| | AUTOMATIC SPRINKLER SYSTEMS INSTALLED IN |
| | LIEU OF OR, AS AN ALTERNATE TO OTHER |
| | REQUIREMENTS, AS PERMITTED BY THIS CODE |
| | SHALL BE CONSIDERED REQUIRED SYSTEMS AND |
| | SHALL COMPLY WITH NFPA 13 NOT 13R. |
| | B) THE SECOND ISSUE WILL BE THE OPEN |
| | STAIRWAY VS CLOSED.IF THE OWNERS APPLIES |
| | FOR A VARIANCE FOR THIS TO BE CONSIDERED |
| | A OPEN STAIRWAY: |
| | THE ISSUE OF 1/2 THE DIAGONAL VS 1/3 THE |
| | DIAGONAL WILL ALSO REQUIRE A NFPA 13 |
| | SYSTEM. 1006.2.4 WILL ALSO BE AN ISSUE |
| | REQUIRING OPENING PROTECTIVES WITHIN 10 |
| | FEET OF THE STAIRWAY, 3/4 HR RATING. |
| | |
| | 28)905.2.1 RESIENTIAL SMOKE ALARMS: |
| | NFPA 72.A-8-1.2.1(B) ALL SMOKE DETECTORS |
| | SPECIFIED IN A-8-1.2.1(A) FOR EXISTING |
| | CONSTRUCTION ARE REQUIRED, AND, IN ADD- |
| | TION, A SMOKE DETECTOR IS REQUIRED IN |
| | EACH SLEEPING ROOM. |
| | ELEC. PLAN DO NOT INDICATE SMOKE DE- |
| | TECTORS IN THE HALLWAYS ADJACENT TO |
| | SLEEPING ROOMS. |
| | |
| | 29) SHEET S-D1 DETAIL"A" STEEL COLUMN |
| | DOESN'T GIVE WELD SIZES. |
| | |
| | 30) 1804.1.3 THE BOTTOM OF THE FOUNDA- |
| | TION SHALL EXTEND NO LESS THAN 12" |
| | BELOW FINISH GRADE. 1909.1 MINIMUM SLAB |
| | THICKNESS SLAB ON GRADE 31/2".SHEET S-D5 |
| | THE FOUNDATION SCHEDULE HAS FOUNDATION |
| | DEPTHS OF 12" NOT THE 15 1/2" REQUIRED |
| | BY CODE. THE OTHER ISSUE IS THE ARCH |
| | SHEET A-DT5 DETAIL "N" THE SLAB IS ONLY |
| | 8" BENEATH THE GRADE. ALSO SEE 1403.1.6 |
| | |
| | LOOK FOR COMMENTS BY THE OTHER PLAN |
| | REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| | ON THE APPLICATION, PLANS, OR ATTACHED |
| | SEPARATELY. WHEN RESUBMITTING PLANS |
| | PLEASE CLEARLY INDICATE THE REVISION AND |
| | REMOVE AND REPLACE ANY PAGES AS NECESS- |
| | ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH |
| | THE PLANS WHEN RESUBMITTING PLANS. A |
| | TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW 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. |
| | JIM WITMER |
| | BUILDING PLAN REVIEW |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
