Date |
Text |
2007-03-14 10:26:27 | BUILDING PLAN REVIEW |
| PERMIT: 07020336 |
| ADD: 5810 N FLAGLER BLDG# 1 |
| CONT: SCOT CORP INC |
| TEL: (561)346-9888 |
| |
| 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 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. |
| |
| 2) FL S S 713.13 |
| NOTICE 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 ACTUALLY |
| COMMENCED 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. |
| |
| 3) FBC 1802.2.1 QUESTIONABLE SOILS, |
| 1802.2.1 QUESTIONABLE SOIL. |
| 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 |
| . |
| |
| 4) UNITY OF TITLE: THE PROPOSED BUILDING STRUCTURE |
| TRANSGRESSES LEGAL BOUNDARY LINES |
| BETWEEN THE LOTS WHICH COMBINE TO FORM |
| 'THE SITE'.A 'UNITY OF TITLE' SHALL BE |
| RECORDED AT THE COUNTY COURTHOUSE. |
| SUBMIT A COPY OF THE RECORDED 'UNITY OF |
| OF TITLE' DOCUMENT SO THAT FBC TABLE 600 |
| BOUNDARY LINE REQUIREMENTS MAY BE DEEMED |
| NOT APPLICABLE. |
| |
| 5)PROJECT IS LOCATED IN A A- 5, MINIMUM ELEVATION |
| FINISH FLOOR |
| @ 7'-6", THIS INCLUDES EXTERIOR A/C PADS. |
| PROVIDE FLOOD ZONE ELEVATION CERTIFICATE FOR NEW |
| CONSTRUTION WITH |
| BASE FLOOD ELEVATION 7'-0" , CITY CODE REQUIRES |
| AN ADDITIONAL 6". |
| |
| 6)109.3.10* IMPACT OF CONSTRUCTION. |
| ALL CONSTRUCTION ACTIVITY REGULATED BY |
| THIS CODE SHALL BE PERMORMED IN A MANNER |
| SO AS NOT TO ADVERSELY IMPACT THE |
| CONDITION OF ADJACENT PROPERTY, UNLESS |
| SUCH ACTIVITY IS PERMITTED TO AFFECT |
| SAID PROPERTY PURSUANT TO 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 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 PARCELL 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. |
| |
| 7) 109.3.10.1 HURICANE PROTECTION. |
| IT SHALL BE UNLAWFUL FOR ANY PERSON TO |
| ALLOW CONSTRUCTION RELATED MATERIALS |
| EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR |
| OTHERWISE UNSECURED AT A CONSTRUCTION |
| SITE FROM 24 HRS. AFTER A HURRICANE |
| WATCH HAS BEEN ISSUED UNTIL THE |
| HURRICANE WATCH OR WARNING HAS BEEN |
| LIFTED. ALL SUCH CONSTRUCTION MATERIALS, |
| EQUIPMENT AND DEBRIS SHALL BE EITHER |
| REMOVED FROM THE CONSTRUCTION SITE OR |
| SECURED IN SUCH A MANNER AS TO MINIMIZE |
| THE DANGER OF SUCH CONSTRUCTION |
| MATERIALS, EQUIPMENT AND DEBRIS CAUSING |
| DAMAGE TO PERSONS OR PROPERTY FROM HIGH |
| WINDS.ANY PERSONS WHO FAILS TO COMPLY TO |
| 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. |
| |
| 8) MAY REQUIRE A SPECIAL INSPECTOR: |
| FBC* 105.3RESIDENT INSPECTOR. |
| SUBMIT INSPECTOR RESUME' AND LICENSE |
| DOCUMENTS TO HAROLD PISKURA, DIRECTOR OF |
| THE RESIDENT INSPECTOR PROGRAM.A |
| RESIDENT INSPECTOR PROGRAM IS REQUIRED, |
| ON THIS PROJECT, DUE TO ONE OR MORE OF |
| THE FOLLOWING: |
| - BUILDINGS/ADDITIONS OF TYPE I OR II |
| CONSTRUCTION |
| - ANY MAJOR STRUCTURAL ALTERATIONS |
| - STRUCTURES IN WHICH THE CONCRETE |
| DESIGN IS BASED ON COMPRESSIVE |
| STRENGTH (F'C) IN EXCESS OF 3000 PSI |
| - PILE DRIVING |
| - BUILDINGS OVER 20,000 SQFT IN AREA |
| X - BUILDINGS OVER 2 STORIES IN HEIGHT |
| - BUILDING/STRUCTURES OF UNUSUAL DESIGN |
| OR METHODS OF CONSTRUCTION |
| |
| 9) 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. |
| G) NUMBER OF BEDROOMS |
| H) SQ. FT. LIV SPACE/ FL |
| I) SQ. FT. FOOTPRINT |
| J) SQ. FT. UNDER ROOF (TOTAL) |
| J) FLOOD ZONE |
| K) FLOOD ELEVATION |
| |
| 10) S-02 THE FOUNDATION INDICATES IT IS DESIGNED TO THE |
| REQUIREMENTS OF 1603.1-BLDG |
| BUT NO WHERE DOES THE BUILDING STATE IT MEETS THE SAME |
| STANDARD. |
| 2006 FL. BLD CODE 1603.1.4-BLDG /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. |
| |
| 11) NOTE THE REMAINDER OF THIS REVIEW WILL BE COMPLETED |
| UNDER THE 2004/ 2006 FLORIDA BUILDING CODE - |
| RESIDENTIAL, FOR ONE & TWO RESIDENTIAL. |
| ALTHOUGH NO SPRINKLER IS REQUIRED, SHEET A01.1/ BLDG1 |
| INDICATES ALL BUILDINGS ARE TO BE FIRE SPRINKLERED, |
| SP-1 DOESN'T INDICATE IF THIS SYSTEM IS TO BE A FULL 13 |
| OR A 13-R SYSTEM? |
| BY DEFINITION THIS STRUCTURE IS CONSIDEREDA R-3 |
| OCCUPANCY, A R-2 IS FOR MORE THAN 2 UNITS SEE SECTION |
| 310 FBC- BUILDING. |
| |
| 12) S-02 NEITHER THE FOUNDATION NOR THE SLAB ON GRADE |
| NOTE CODE COMPLIANCE FOR TERMITE TREATMENT: RESIDENTIAL |
| -R 320. |
| |
| 13) S-02 STRUCTURAL TEEL NOTE #7, INDICATES THE WRONG |
| ASCE 7-98.PLEASE CORRECT. |
| |
| 14)SHEET A201 INDICATES BETWEEN UNITS THE DESIGNER |
| REQUIRES A 2HR FIRE RATED BLOCK, DETAIL# 5, A800 |
| INDICATESA UL DESIGN U-905 IF UL IS PRODUCING THE |
| BLOCK THIS IS OK, THE BLOCK MANUFACTURER |
| NEEDS TO SUPPLY THE EQUIVANT BLOCK THICKNESS WITH TYPE |
| OF AGGRAGETE FOR A 2 HR RATED WALL BETWEEN UNITS. |
| |
| 15)FL BLD CODE 1609.1.4/ R- 301.2.1 : |
| COMPONENTS & |
| CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT |
| INSPECTOR) OF PRODUCT |
| TESTING REPORTS,MISSING REPORTS ARE AS |
| FOLLOWS: |
| A) WINDOWS |
| CASEMENT 1) HIGHLIGHT TYPE OF GLASS TO BE USED 2) |
| DEPENDING ON TYPE OF GLASS ZONE 4 MAY BE OK BUT ZONE 5 |
| - PRESSURE IS -74.5 |
| FIXED GLASS- OK |
| GLASS BLOCK 1) PRESSURE ZONE 5 PRESSURES -77.23 |
| 2) S-04 NORTH ELEVATION MISSING ZONE 5 ON ELEVATIONS 3) |
| MUST MEET REQUIREMENTS OF 2110- FBC-B |
| B)EXTERIOR DOORS |
| 1) DISCREPANCY- A101 & A102 |
| THE DOOR SCHEDULE INDICATES DOOR # 3 TO BE A PAIR OF |
| FRENCH DOORS |
| A102 INDICATES THESE |
| DOORS TO BE FRENCH DOORS WITH SIDE LITES & TRANSOM |
| WHEREAS THE FLOOR PLAN INDICATES |
| THESE DOORS TO BE |
| SLIDERS, THE REPORT SUBMITTED IS FOR SLIDERS? |
| 2) REPORT SUBMITTED WIL NOT |
| MEET THE PRESSURES, NEITHER DOES IT INDICATE USE OF |
| MULLION AND TRANSOM. |
| 3) NO REPORT WAS SUBMITTED |
| FOR A SINGLE SWING GLAZED UNIT. |
| 4) FRONT ENTRY DOOR NO |
| NOTATION ON ELEVATION DRAWINGS NOT SHOWN |
| |
| C) MULLIONS: NO REPORT SUBMITTED FRENCH DOORS & FIXED |
| GLASS |
| |
| D) OVERHEAD GARAGE DOOR: PLEASE HIGHLIGHT WHICH MODEL |
| DOOR TO BE USED, |
| PRODUCE CLEARER /DARKER NOA REPORT FOR RECORD KEEPING |
| PURPOSES. |
| |
| E) ROOFING ASEMBLIES: REPORT SUBMITTED IS MISSING OR |
| NOT IN |
| COMPLIANCE WITH THE FOLLOW ITEMS: |
| |
| __X___ 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 LOW |
| PRESSURE FOR ZONE ___ 2&3___ . |
| |
| __X___ THE SYSTEM PROVIDED STATES |
| LIMITATION# 7, SHOULD THE FASTENER |
| RESISTANCE BE LESS THAN THAT |
| REQUIRED, AS DETERMINED BY THE |
| BUILDING OFFICIAL, A REVISED |
| FASTENER SPACING, PREPARED , SIGNED |
| AND SEALED BY A FLORIDA REGISTERED |
| PROFESSIONAL ENGINEER, REGISTERED |
| ARCHITECT OR REGISTERED ROOF |
| CONSULTANT MAY BE SUBMITTED. |
| |
| ___THE SYSTEM PROVIDED INDICATES |
| LIMITATION# 9, NO ENHANCED |
| FASTENING ALLOWED. |
| |
| 16)R-613.7.1/1707.4.5.1 MULLIONS OCCURRING BETWEEN |
| INDIVIDUAL WINDOW AND GLASS |
| DOOR ASSEMBLIES. TESTING REPORTS ARE |
| REQUIRED BY AN APPROVED TESTING |
| LABORATORY OR BE ENGINEERED. |
| |
| 17)1707.4.5.2 / R613.7.2 MULLIONS SHALL BE DESIGN- ED |
| TO TRANSFER THE DESIGN PRESSURE LOADS |
| APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| TO THE ROUGH OPENING SUBTRATE. |
| |
| 18WPB 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. |
| |
| 19 ) 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 |
| PLEASE CALL (561)233-5025 FOR MORE |
| INFORMATION. ) |
| |
| 20) SEE CALCULATED VALUE OF PROJECT AND |
| ASSOCIATED PERMIT FEES OUTSTANDING. |
| |
| BUILDING PLAN REVIEW |
| JIM WITMER C. B. O. |
| |
| TEL: (561)805-6715 |
| FAX: (561)659-8026 |
| E-MAIL: [email protected] |