| Date |
Text |
| 2008-10-10 12:15:00 | BUILDING PLAN REVIEW |
| | PERMIT: 08090593 |
| | ADD: 6880 N JOG RD |
| | CONT:MAJOR WORKING DRAWING REVIEW |
| | TEL: (772)231-4301 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | OFFICE BUILDING TYPE II-B 1,800 SQ FT |
| | S-2 MAINTENANCE BUILDING TYPE II-B 1,000 SQ FT |
| | |
| | OCT 10,2008 |
| | 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 ) BOTH THE ARCHITECTURAL AND STRUCTURAL PLANS |
| | INDICATE A PAVILION NEST TO THE ADMINISTRATIVE OFFICE |
| | THE PLAN REVIEW SHEET SUBMITTED ONLY INDICATES A REVIEW |
| | FOR THE OPERATIONS BUILDING AND MAINTENACE BUILDING . |
| | IS THIS STRUCTURE TO BE PERMITTED WITH THIS WORK? IN |
| | THE MINIMUM BUILDING CLASSIFICATION TYPE, IS THIS |
| | STRUCTURE TO BE CONSIDERED IN THE SQ FT OF THE |
| | OPERATIONS BUILDING UNDER SECTION 503.1.3 OR TWO |
| | SEPERATE STRUCTURES WHERE TABLE 602 AND 704.8 WILL NEED |
| | TO BE CONSIDERED? ADDITIONAL INFORMATION REQUIRED, |
| | 106.1.2. |
| | |
| | 1E) I PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW) |
| | AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC |
| | BUILDING WITH THE 2007 SUPPLEMENTS, PLEASE REVISE. |
| | |
| | 2) 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) NOTE SHEET CD-6 IS NOT SIGNED NOR SEALED, PLEASE |
| | CORRECT. SHEET 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 ADMIN CODE 61G15-23.002 ENGINEERS |
| | |
| | 6) PLANS DO NOT ENCLUDE ENERGY CALCULATIONS 106.3.5.1.4 |
| | AND INPUT ENERGY CALCULATIONS. |
| | |
| | 7) 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. |
| | |
| | 8) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, |
| | PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING |
| | REPORTS ARE AS FOLLOWS: |
| | 8A) FIXED WINDOWS |
| | 8B) MULLIONS |
| | 8C) EXTERIOR GLAZED DOORS |
| | 8D) EXTERIOR METAL DOORS |
| | 8E) ROLL UP DOORS |
| | 8F) WALL LOUVERS |
| | 8G) TRUSS ANCHORS |
| | 8H) ROOF ASSEMBLIES |
| | 8I) SOFFITS |
| | |
| | 9) 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 |
| | |
| | 10) 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. |
| | |
| | OFFICE BUILDING TYPEII-B |
| | |
| | 11A) SHEET A3 INDICATES THE CORRIDOR# 111 TO BE ONE |
| | HOUR RATED, THERE IS NO DOOR BETWEEN THE CORRIDOR AND |
| | LOBBY 100, PLEASE INDICATE HOW OPENING PROTECTIVE |
| | (715.3) ARE ACHIEVED IN THIS AREA. |
| | |
| | 11B) SHEET A-11 & SHEET A-14 APPEAR TO HAVE A 2'X2' LAY |
| | IN TILE CEILING, PLANS DO NOT PROVIDE HOW THE 1 HOUR |
| | RATING OF WALLS IS TO OCCUR, THROUGH TO THE ROOF DECK |
| | OR A 1HR RATED CEILING. 708.1. |
| | |
| | 11C) SHEET A-4 INDICATES WALL TYPE AS 1 HOUR RATED |
| | WALLS WITH WALL TAG (AD3) WITHIN THE CORRIDORS, SHEET |
| | AD-1 INDICATES WITHIN THE DOOR LEGOND 45 MINUTE OPENING |
| | PROTECTION FOR THE DOORS, DOOR D114 & D115 INDICATE THE |
| | WRONG TYPE OF FRAMES, PLEASE CORRECT. |
| | |
| | 11D) SHEET A-4 CORRIDORS ARE INDICATED AS A 1 HOUR FIRE |
| | RATED CORRIDORS BUT THERE IS NO SEPERATION OF THE 1 |
| | HOUR RATED CORRIDOE AND THE FILE STORAGE ROOM# 107. |
| | |
| | 12) SHEET A-8 PLEASE PROVIDE COMPLIANCE WITH 11-4.22.2 |
| | DOORS. ALL DOORS TO ACCESSIBLE TOILET ROOMS SHALL |
| | COMPLY WITH 11-4.13. DOORS SHALL NOT SWING INTO CLEAR |
| | FLOOR SPACE REQUIRED FOR ANY FIXTURE. |
| | SEE ROOMS 117, 120, 121, & 1124. |
| | |
| | 13) SHEET A-14 THE REFLECTED CEILING PLAN INDICATES A |
| | LARGE SQUARE TO THERIGHT OF THE RIGHT OF THE KITCHEN |
| | AND MECANICAL ROOM 24'X30' WITH 3 LIGHT FIXTURES? SHEET |
| | E-5 THIS AREA APPEARS EITHER AS ANOTHER |
| | BUILDING OR A OPEN PAVILION,(SHEET S2-S3) IS THIS |
| | STRUCTURE TO BE PART OF THIS PERMIT? ARE THEY TO |
| | REQUIRE FIRE SEPERATION BETWEEN THE TWO BUILDINGS TABLE |
| | 602, OR ARE THEY TO BE CONSIDEREDAS ONE BUILDING AS |
| | UNDER SECTION 503.1.3 TWO BUILDINGS ON THE SAME LOT. |
| | |
| | 14) SHEET A-7 INDICATES A BRICK VENNEER PLEASE PROVIDE |
| | DOCUMENTATION AS HOW THE VENEERS ARE TO BE ADHERRED. |
| | PLEASE SEE SECTION 2114.2 CONCRETE BEARING LEDGE. |
| | BRICK, STONE OR OTHER VENEER SHALL BE SUPPORTED BY A |
| | CONCRETE BEARING LEDGE AT LEAST EQUAL TO THE TOTAL |
| | THICKNESS OF THE BRICK, STONE OR OTHER VENEER, WHICH IS |
| | POURED INTEGRALLY WITH THE CONCRETE FOUNDATION. NO |
| | SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL |
| | CREATE A HIDDEN COLD JOINT SHALL BE USED WITHOUT |
| | SUPPLEMENTAL TREATMENT IN THE FOUNDATION UNLESS THERE |
| | IS AN APPROVED PHYSICAL BARRIER. AN APPROVED PHYSICAL |
| | BARRIER SHALL ALSO BE INSTALLED FROM BELOW THE WALL |
| | SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED |
| | IN A MORTAR JOINT. IF MASONRY VENEER EXTENDS BELOW |
| | GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE APPLIED |
| | TO THE CAVITY CREATED BETWEEN THE VENEER AND THE |
| | FOUNDATION, IN LIEU OF A PHYSICAL BARRIER. |
| | EXCEPTION: VENEER SUPPORTED BY A SHELF, ANGLE OR LINTEL |
| | SECURED TO THE FOUNDATION SIDEWALL IN ACCORDANCE WITH |
| | ACI 530/ASCE 5/TMS 402, PROVIDED AT LEAST A 6-INCH (152 |
| | MM) CLEAR INSPECTION SPACE OF THE FOUNDATION SIDEWALL |
| | EXTERIOR EXIST BETWEEN THE VENEER AND THE TOP OF ANY |
| | SOIL, SOD, MULCH OR OTHER ORGANIC LANDSCAPING |
| | COMPONENT, DECK, APRON, PORCH, WALK OR ANY OTHER WORK |
| | IMMEDIATELY ADJACENT TO OR ADJOINING THE STRUCTURE. |
| | |
| | 15) SHEET S-2 DOES NOT INDICATE COMPLIANCE WITH 1816.1 |
| | TERMITE PROTECTION. |
| | |
| | 16) SHEET S-3 INDICATES THE TYPE OF CONNECTION TO BE |
| | USED AT EACH TRUSS LOCATION BUT THE FORCES THE |
| | CONNECTION NEEDS TO RESIST IS NOT PROVIDED, VERTICAL, |
| | HORIZONTAL AND LATERALL LOADS. 1609.2.1. |
| | PART OF THE MAIN WINDFORCE-RESISING SYSTEM. NOTE |
| | CONNECTION TYPE TS1WTCS INFORMATION COULD NOT EVEN BE |
| | ACCESSED ON THE TRUSSTEEL WEBSITE. |
| | |
| | 17) SHEET S-3 TRUSS NOTE# 5 INDICATES TO SEE TRUSSSTEEL |
| | STANDARD DETAIL TS027A FOR THE WELDING OF TRUSS |
| | CONNECTION TO STEEL BEAM, NO SUCH DETAILS HAVE BEEN |
| | PROVIDED. NOTE IN MANY CASES |
| | THE MANUFACTURER OF THE CONNECTION STATES THAT WELDING |
| | OF CONNECTIONS IS PROHIBITED, PLEASE PROVIDE |
| | MANUFACTURERS APPROVAL FOR WELDING OF THIS TYPE OF |
| | CONNECTION. 106.1.2 ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 18) SHEET S-4 INDICATES A FOOTING TYPE A BUT THE PLANS |
| | ARE LACKING COLUMN AND BEAM INFORMATION, 1609.2.1 PART |
| | OFTHE MAIN WIND FORCE-RESISTING SYSTEM. PLEASE PROVIDE |
| | ADDITONAL INFORMATION, 106.1..2. |
| | |
| | 19) SHEET A-4 ALSO INDICATES THE ROOFING ASSEMBLY TO BE |
| | A PREMANUFACTRED CANOPY, PLEASE PROVIDE PRODUCT |
| | INFORMATION, WILL NEED TO MEET THE REQUIREMENTS OF |
| | COMMENT NUMBER 8,9 & 10. |
| | |
| | 20) STRUCTURAL SHEETS S-4, S-6 AND S-8 ROOF PRESSURE |
| | ZONES FAIL TO INDICATE PRESSURE ZONE 3 FAIL TO INDICATE |
| | CORNER ZONE# 3 AND THE ASSOCIATED PRESSURES, PLEASE |
| | REVIEW FIGURE 1609.6.2.2 COMPONENTS AND CLADDING. |
| | |
| | 21) GENERATOR PAD IS SHOWN ON SHEET SD-1, IS THIS PAD |
| | GOING TO BE PART OF THIS PERMIT OR JUST INFORMATIONAL, |
| | THE GENERATOR AND ATTACHMENT TO SLAB WILL BE REVIEWED |
| | UNDER A SEPERATE PERMIT. |
| | |
| | 22) SD-3 PLANS INDICATE STAIRS BUT THE STAIR LOCATION |
| | IS NOT SHOWN ON THE ARCHITECTURAL PLANS NOR THE |
| | STRUCTURAL PLAN INDICATES THEY ARE TO BE LOCATED WITHIN |
| | THE OPERATIONS AND MAINTENANCE BUILDING, WHERE / |
| | |
| | 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. |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
