| Date |
Text |
| 2007-05-31 16:56:00 | BUILDING PLAN REVIEW |
| | PERMIT: 07030559 |
| | ADD: 3501 ELECTRONIC WAY |
| | CONT: EDWARDS CONSTRUCTION SERVICES |
| | TEL: (352)854-6266 |
| | |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW |
| | 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 713.13NOTICE 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. |
| | |
| | 3) PLEASE TAKE NOTE OF SURVEY FROM GT SURVEYING HAS A |
| | RAISED SEAL BUT A PHOTO-COPIED SIGNATURE. SEE FLORIDA |
| | ADMINISTRTIVE CODE 61G17 AND FL S S 472.025 ABOUT |
| | ORIGINAL SIGNATURES. |
| | |
| | 4) PLEASE TAKE NOTE OF ELECTRICAL NOTES 2-7 ON VARIOUS |
| | DISCREPANCIES OF EITHER FLORIDA ADMINISTRATIVE CODE FOR |
| | ARCHITESCTS, ENGINEERS OR MISSING CERTIFICATE OF |
| | AUTHORIZATION REQUIRED BY EACH BOARD FOR BUSINESSES. |
| | |
| | 5) CS-1 PLAN REVIEW DATA INDICATES THE PLAN WAS |
| | DESIGNED TO THE 2004 FBC PLEASE SEE PLAN AS SUBMITTED |
| | AFTER DEC.8TH, 2006 ARE TO BE REVIEWED UNDER THE 2006 |
| | FBC. |
| | |
| | 6) CS-1 PLAN REVIEWDATA DECLAIRS THIS BUILDING AS A IIB |
| | BUILDING (1 STORY) FULLY SPRINKLERD, IS THIS DESIGN AN |
| | ADDITION TO A EXISTINGBUILDING CREATING ONE LARGE |
| | BUILDING WITH AN AREA OF 123,414 SQ FT? OR IS THE |
| | DESIGN 2 SEPERATE BUILDINGS? NOTED THE COMMENTFOR |
| | UNLIMITED AREA FOR TYPE II BUILDINGS S OCCUPANCIES FOR |
| | FULLY SPRINKLERED BUILDINGS FBC 507.2REQUIRES A |
| | 60'-0"CLEARENCE, 507.4 DOES PROVIDE FOR REDUCED OPEN |
| | SPACE REQUIREMENTS BUT THE EXISTING BUILDING IS 21.29' |
| | AWAY FROM THE PROPERTY LINE. PLEASE PROVIDE INCREASES |
| | FOR SPRINKLERS, ONE STORY AND ANY AREA INCREASES THAT |
| | CAN BE TAKEN PROVIDE CALCULATIONS. TOTAL SQ FT UNDER |
| | TYPE II-B UNPROTECTED (S-1) IS 17,500 SQ FT, NOT THE |
| | 123,414 AS INDICATED ON THE PLAN. |
| | |
| | 7) IF THIS IS AN ADDITION THEN THE 2006 FBC,EXISTING |
| | BUILDING CODECHAPTER 9 NEEDS TO BE ADDRESSES UNDER |
| | THE PLAN REVIEW DATA AS WELL AS IN THE EXISSTING |
| | BUILDING WORK IS ALSO TO BE COMPLETED UNDER THIS |
| | PERMIT, INDICATE TO WHAT LEVEL OR CLASSIFICATION OF |
| | WORK IS TO BE COMPLETED UNDER THIS PERMIT.2006 FBC |
| | EXISTING BUILDING CODE CHAPTER THREE. SHEET SP-1 |
| | INDICATES WORK NOT IN CONTRACT BUT THIS SAME SHEET |
| | INDICATES NEW NEW FIRE SPRINKLER PUMP ROOM, NEW ADA |
| | RESTROOMS, EXISTING BAY DOOR TO BE REPLACED, AND ADA |
| | RAMP AND ACCESSIBLE SIDEWALK? |
| | |
| | 8)NEW FENCE AND GATE ARE UNDER A SEPERATE PERMIT. |
| | 105.1*. |
| | |
| | 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 PROJECT WAS DESIGNED. |
| | 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 ) FLOOD ZONE |
| | |
| | 10) PLEASE NOTE THIS WILL BE A BUILDINGPROVISO, |
| | 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. |
| | |
| | |
| | 11) THIS WILL BE A BUILDING PROVISO |
| | 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. |
| | |
| | 12)THE NEW ACCESSIBLE ADA SIDEWALK PLEASE PROVIDE |
| | INFORMATION ON THE CURB CUTS FOR THE ACCESSIBLE CROSS |
| | WALKS. |
| | 11-4.7.1 LOCATION. CURB RAMPS COMPLYING WITH SECTION |
| | 11-4.7 SHALL BE PROVIDED WHEREVER AN ACCESSIBLE ROUTE |
| | CROSSES A CURB . |
| | 11-4.7.2 SLOPE.SLOPES OF CURB RAMPS SHALL COMPLY WITH |
| | SECTION 11-4.8.2 . THE SLOPE SHALL BE MEASURED AS SHOWN |
| | IN FIGURE 11 . TRANSITIONS FROM RAMPS TO WALKS, |
| | GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT |
| | CHANGES. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD |
| | SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP, OR |
| | ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20. |
| | |
| | 13) FBC 1802.2.1 QUESTIONABLE SOILS, 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 . PLEASE PROVIDE 2 |
| | ORIGINAL SIGNED &SEALED |
| | SOILS REPORTS THAT WERE PREPARED BY FLORIDA ENGINEERING |
| | TESTING, INC. |
| | |
| | 14) PLEASE PROVIDE PRODUCT APPROVALS FOR GLAZED |
| | OPENINGS. |
| | 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. |
| | |
| | 14A) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING, |
| | PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS:\ |
| | A) GLAZED OPENINGS |
| | B) GLAZED DOORS TO THE EXTERIOR |
| | C) HOLLOW METAL EXTERIOR DOORS |
| | D) OVERHEAD DOORS |
| | E) PANEL WALLS: SIDING AND OR WALL LOUVERS |
| | F) ROOF ASSEMBLIES : METAL ROOFING |
| | |
| | 14B)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 APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 14C)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. |
| | |
| | 15)SHEET A-1 LOADING DOCKS 1-8 THERE IS NO DOOR |
| | IDENTIFICATION TAG? ADDINFO REQUIRED 106.1.2* |
| | |
| | 16) THIS SAME SHEET A-1 LOADING DOCK INDICATES A |
| | SECTION "B"/ A4 NO SUCH SECTION? 106.1.2* ADD INFO |
| | REQUIRED. |
| | |
| | 17) PLEASE PROVIDE A LIFE SAFETY PLAN OF THE NEW |
| | ADDITION SHOWING THE STORAGE AREAS AS WELLL AS THE |
| | ACCESS AISLES. |
| | |
| | 18) PLEASE ALSO PROVIDEADDITIONAL INFORMATION ON THE |
| | TYPE OF STORAGE, WILL THERE BE RACK STORAGE AND IF SO |
| | HOW HIGH? |
| | 18A) 413.1 GENERAL. HIGH-PILED STOCK OR RACK STORAGE IN |
| | ANY OCCUPANCY GROUP SHALL COMPLY WITH THE FLORIDA FIRE |
| | PREVENTION CODE. |
| | 18B) 910.2.3 HIGH-PILED COMBUSTIBLE STORAGE. BUILDINGS |
| | AND PORTIONS THEREOF CONTAINING HIGH-PILED COMBUSTIBLE |
| | STOCK OR RACK STORAGE IN ANY OCCUPANCY GROUP IN |
| | ACCORDANCE WITH SECTION 413 AND THE FLORIDA FIRE |
| | PREVENTION CODE . |
| | 18C) 2208.1 STORAGE RACKS. THE DESIGN, TESTING AND |
| | UTILIZATION OF INDUSTRIAL STEEL STORAGE RACKS SHALL BE |
| | IN ACCORDANCE WITH THE RMI SPECIFICATION FOR THE |
| | DESIGN, TESTING AND UTILIZATION OF INDUSTRIAL STEEL |
| | STORAGE RACKS . RACKS IN THE SCOPE OF THIS |
| | SPECIFICATION INCLUDE INDUSTRIAL PALLET RACKS, MOVABLE |
| | SHELF RACKS AND STACKER RACKS, AND DOES NOT APPLY TO |
| | OTHER TYPES OF RACKS, SUCH AS DRIVE-IN AND |
| | DRIVE-THROUGH RACKS, CANTILEVER RACKS, PORTABLE RACKS |
| | OR RACK BUILDINGS. |
| | |
| | 19)SHEET A-4 INDICATES THE USE OF : |
| | 19A) POLYMER FINISHED RIGID INSULATION BOARDTO BE |
| | BUTLER STYWALL II FLAT WALL SYSTEM, PLEASE PROVIDE |
| | PRODUCT INFORMATION ON THIS SYSTEM ? 106.1.2* ADD INFO |
| | REQUIRED. |
| | 19B) KORTECK WALL PANELS, PLEASE PROVIDE PRODUCT |
| | INFORMATION ON THIS SYSTEM? 106.1.2* ADD INFO |
| | REQUIRED. |
| | |
| | 20)MISSING DETAILS SHEET A-4 THE NORTH ELEVATION |
| | INDICATES A SECTION "A" /A6 MISSING SHEET? 106.1.2* ADD |
| | INFO REQUIRED. |
| | |
| | 21) PLEASE PROVIDE EXPLANATION OF THE 4"X4" STEEL TUBE |
| | ON THE EXTERIOR OF THE BUILDING? 106.1.2* ADD INFO |
| | REQUIRED. |
| | |
| | 22)SHEET E1.1 INDICATES A LIGHT POLE FOR 120 MPH |
| | PLEASE PROVIDE THE LIGHT POLE FOR 140 MPH WIND ZONE. |
| | 1609.1.1. |
| | |
| | 23)PLEASE PROVIDE A LIFE SAFETY PLAN SHOWING EGRESS |
| | AISLES AND STORAGE AREAS, PROVIDE EXIT LIGHT LOCATIONS. |
| | E2.1 INDICATES WHAT APPEARS TO BE STAIRS IN VARIOUS |
| | LOCATIONS? PLEASE PROVIDE |
| | INFORMATION ON STAIRS? |
| | |
| | 24)BUTLER PLAN INDICATES PRESSURES DERIVED FROM ASCE |
| | 7-02 / IBC 03 WE DO NOT USE THE IBC FLORIDAS BASE CODE |
| | MAY OF BEEN DERIVED FROM THE 2003 IBC BUT PLANS ARE TO |
| | BE SUBMITTED UNDER THE 2004 FBC/ 2006 REVISIONS. |
| | |
| | 25) LOW VALUE, FOR THE ADDITION ALONE THE CALCULATED |
| | VALUE IS $4,391, 656.00 PLUS THE DOLLAR AMOUNT FOR THE |
| | REMODEL OF THE EXISTING BUILDING. SEE ADDITIONAL FEES |
| | DUE. |
| | |
| | 26)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. |
| | |
| | NOTE: 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. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
