Date |
Text |
2008-07-25 13:47:05 | 100 N CHILLINGWORTH DR |
| HEAD START FACILITY |
| JULY 25,2008 |
| |
| BUILDING PLAN REVIEW |
| PERMIT: 08070268 |
| ADD: 100N CHILLINGSWORTH DR |
| CONT: CATALFUMO |
| TEL: (561)694-3000 |
| FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| W/ 2007 FBC REVISIONS |
| * WEST PALM BEACH AMENDMENTS |
| |
| 1ST REVIEW |
| ACTION: DENIED |
| |
| |
| |
| 1A) INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE |
| INDICATE THE REVISION & REMOVE & REPLACE ANY PAGES AS |
| NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL |
| REVIEW COMMENT 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. |
| |
| 1B) INFORMATIONAL: PLEASE SUBMIT 2 OF ALL SURVEYS, |
| PLANS, REPORTS, REVISIONS , PRODUCT APPROVALS AND OR |
| SUBMITTALS FOR REVIEW FOR PERMIT. IF YOUR PROJECT WILL |
| REQUIRE A RESIDENT INSPECTOR OR IF YOUR PROJECT IS A |
| THRESHOLD BUILDING REQUIRING A THRESHOLD INSPECTOR THEN |
| (3) THREE SETS OF ALL SAID DOCUMENTS WILL BE REQUIRED |
| FOR PERMIT ISSUANCE. 106.1* /2004 SUBMITTAL DOCUMENTS |
| WEST PALM BEACH ADMINISTRATIVE CODE. |
| |
| 1C) INFORMATIONAL 106.1.1* W.P.B. ADMINISTRATIVE |
| CODE/2004 DRAWINGS & SPECIFICATIONS SHALL CONTAIN |
| INFORMATION, IN THE FORM OF NOTES OR OTHERWISE, AS TO |
| THE QUALITY OF MATERIALS, WHERE QUALITY IS ESSENTIAL TO |
| CONFORMITY WITH THE TECHNICAL CODES. SUCH INFORMATION |
| SHALL BE SPECIFIC TO THE TECHNICAL CODES "SHALL NOT BE |
| CITED AS A WHOLE OR IN PART, NOR THE TERM "LEGAL" OR |
| ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC |
| INFORMATION". CONSTRUCTION DOCUMENTS SHALL BE |
| SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND |
| EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT |
| WILL CONFORM TO THE PROVISIONS OF THIS CODE AND |
| RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS |
| DETERMINED BY THE BUILDING OFFICIAL. |
| |
| 1D ) INFORMATIONAL 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 OF |
| COMMENCEMENT 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. |
| |
| 1E) : PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW) |
| AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC |
| BUILDING WITH THE 2007 SUPPLEMENTS. PLEASE SEE S-3 |
| THERE ARE TWO CASES UNDER PROJECT DESIGN AND WIND |
| LOADING WHERE THE PLANS INDICATE THE 2006 SUPPLEMENTS |
| NOT THE 2007. |
| |
| 1F) THE 2007 SUPPLEMENTS ARE WIND EXPOSURE TYPE, LOOK |
| AT 1609.4 EXPOSURE ?C? WITHIN THE ?C? TERRAIN PARAGRAPH |
| THE STATEMENT OF ?C? TYPE TERRAIN WHICH IS WITHIN A ?B? |
| EXPOSURE WHERE THE TERRAIN ADJACENT TO ANY QUADRANT OF |
| THE BUILDING IS CLEAR FOR MORE THAN 600 FEET FROM THE |
| STRUCTURE THEN THE EXPOSURE C ADJUSTMENT FACTORS FOUND |
| IN TABLE 1609.6.2.1(4). NOTE S-3 NEEDS TO ADJUST THE |
| EXPOSURE TYPE TO C WHICH WILL ALSO CREATE HIGHER |
| PRESSURES THEN INDICATED ON SHEET S-3. |
| |
| 1G) THERE SEEMS TO BE SOME DISCREPANCIES WITHIN THE |
| PLANS VERSES AN ADDITION OR TWO SEPARATE BUILDINGS. |
| C.1.1 INDICATES A PROPOSED 1 STORY BUILDING. L1 |
| INDICATES A NEW BUILDING WHEREAS L2 INDICATES AN |
| ADDITION, L-1 INDICATES AND ADDITION AND SP-1 A NEW ONE |
| STORY BUILDING.M-3 A ONE STORY CBS BUILDING, AS WELL AS |
| SHEET E0 A NEW ONE STORY CBS BUILDING. ADDITIONAL |
| INFORMATION REQUIRED, 106.1.2 PLEASE CORRELATE YOUR |
| PLANS TO INDICATE EITHER A NEW CBS STRUCTURE OR AN |
| ADDITION. NOTE FOR THIS REVIEW MY COMMENTS WILL BE |
| BASED ON A CBS ADDITION TO THE STRUCTURE AS FOUND ON |
| LS-1 CODE ANALYSIS. |
| |
| 2) SHEET S-3 INDICATES THERE IS A SOILS REPORT FROM |
| ARDAMAN, PLEASE SUBMIT 2 ORIGINALS WITH SIGNATURE AND |
| RAISED SEAL. |
| 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 . |
| |
| |
| 3) 109.3.10* IMPACT OF CONSTRUCTION. ALL CONSTRUCTION |
| ACTIVITY REGULATED BY THIS CODE SHALL BE PERFORMED 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 PARCEL SHALL AS A |
| PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED |
| DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS |
| PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A |
| CERTIFICATION FROM A LICENSED ENGINEER SHALL BE |
| SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL |
| OF THE FINAL INSPECTION. |
| |
| 4) 109.3.10.1 HURRICANE 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. |
| |
| 5) PLANS INDICATE AN OUTDOOR PLAY AREA. THE PLAY GROUND |
| EQUIPMENT DOES FALL UNDER A SEPARATE PERMIT AND WILL BE |
| A PROVISO ISSUE. THERE IS NO INFORMATION ON THE |
| COMPONENTS OF PLAY GROUND EQUIPMENT NOR ACCESSIBLE |
| WALKING SURFACE, WHEN PLANNING THIS AREA REVIEW THE |
| GUIDE TO ADA ACCESSIBILITY GUIDELINES FOR PLAY AREAS. |
| |
| 6A) SHEET A-2 INDICATES THE USE OF A PRE-ENGINEERED |
| TENSILE ROOF STRUCTURE BY BIRD AIR INC. PLEASE PROVIDE |
| THE WIND DESIGN INFORMATION FOUND IN 1609. 4. (3) |
| EXPOSURE C/ 140 MPH |
| 3 SECOND GUST. |
| |
| 6B) THE PRE-ENGINEERED TENSILE ROOF STRUCTURE BY BIRD |
| AIR INC WILL ALSO NEED TO SHOW COMPLIANCE WITH THE |
| REQUIREMENTS ?NONCOMBUSTIBLE? FOR A TYPE II BUILDING |
| TABLE 601 FOOTNOTE ?(2). |
| |
| 7) SHEET A-7 RESTROOMS- PLANS INDICATE CERAMIC TILE ON |
| THE WET WALLS A HEIGHT OF 3?-0? PLEASE SEE SECTION |
| 1210.2 FOR WALLS WITH EITHER URINALS OR WATER CLOSETS. |
| |
| 8) BUILDING PROVISO, SHOP DRAWINGS TO FOLLOW : SHEET |
| A-14 ALUMINUM SUN CONTROL SHADE, PLEASE PROVIDE |
| DOCUMENTATION THAT THIS SUN SHADE WILL MEET THE 140MPH |
| WIND ZONE THIS STRUCTURE IS LOCATED IN, PLEASE PROVIDE |
| TESTING AND ATTACHMENT DETAILS. 1609.6.2. |
| |
| 9) SHEET S-2 (*) TB-3 INDICATES THAT THE DESIGN OF THIS |
| ELEMENT IS PRELIMINARY AND WILL NEED TO BE FINALIZED |
| ONCE THE REACTION FROM THE TENSILE STRUCTURE ARE |
| AVAILABLE. THIS BEAM IS PART OF THE MAIN WIND FORCE |
| RESISTING SYSTEM FOR THE BUILDING AND WILL NEED TO MET |
| WIND LOADING BEFORE ISSUANCE OF THE PERMIT. |
| 1609.6.2.1. |
| |
| 10) 1609.1.4 PROTECTION OF OPENINGS IN WIND-BORNE |
| DEBRIS REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE |
| PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS |
| SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF |
| GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE |
| ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES |
| POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH |
| AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS |
| OF SSTD 12, ASTM E 1886 AND ASTM E 1996, OR MIAMI-DADE |
| TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1. |
| GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE |
| SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST. |
| 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1 M) |
| ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL |
| MISSILE TEST. |
| |
| |
| |
| 11) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING, |
| PROVIDE 2 COPIES, |
| 3 IF THRESHOLD OR RESIDENT INSPECTOR OF PRODUCT TESTING |
| REPORTS, MISSING REPORTS ARE AS FOLLOWS: |
| |
| A) FIXED WINDOWS, STOREFRONT |
| B) EXTERIOR METAL/ FIBERGLASS IN SINGLE AND PAIRS C) |
| ROOF HATCHES |
| D) EXTERIOR WALL LOUVERS |
| E) ROOFING ASSEMBLIES |
| F) PRE-MANUFACTURED A/C STANDS |
| |
| 12) 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 APPLICATION FOR |
| LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE |
| 9B-72. SEE ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| |
| 13) WPB 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. |
| |
| FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| SHOP DRAWINGS ETC... |
| |
| FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL |
| FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE |
| ENGINEER OF RECORD FOR REVIEW. |
| |
| 14) SHEET M-8 DETAIL 2 & 3 BOTH INDICATE THAT THE |
| STRUCTURAL PLANS WILL PROVIDE ATTACHMENT DETAILS, NOT |
| SHOWN IN S1- S5. PLEASE PROVIDE CURB ATTACHMENT |
| DETAILS. 1609. 6.2.2 COMPONENTS AND CLADDING. |
| |
| 15) ENERGY CALCULATIONS, A FULL REVIEW CAN NOT BE |
| COMPLETED AT THIS TIME SINCE THE INPUT DATA REPORT WAS |
| NOT SUBMITTED. |
| |
| 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. |
| |
| |
| |
| A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A |
| RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| THIS REVIEW. |
| JIM WITMER C. B. O. |
| BUILDING PLAN REVIEW II |
| |
| TEL: (561)805-6715 |
| FAX: (561)659-8026 |
| E-MAIL: [email protected] |
| |
| PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |