| 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] |
