| Date |
Text |
| 2004-09-20 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 04042022 |
| | ADD: 477 3RD ST/ 444 W RAILROAD AVE |
| | CONT: PLAN REVIEW |
| | CONTACT: WEST RAILROAD LIMITED |
| | PROJECT SUPERVISOR: PATTI LUDLOW |
| | TEL: (561)368-2544 EXT. 22 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 2ND PLAN REVIEW |
| | ACTION: DENIED |
| | |
| | NOTE: WHEN APPLYING FOR A PERMIT, (3) |
| | SETS OF PLANS, AND SUPPORTING DOCUMENTS |
| | SHALL BE REQUIRED, SIGNED & SEALED IF |
| | PRODUCED BY A DESIGN PROFESIONAL. |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2)FL S. S. 553.71(7) " THRESHOLD |
| | BUILDING" MEANING ANY BUILDING WHICH IS |
| | GREATER THAN (3) STORIES OR 50 FT IN |
| | HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPAN |
| | CY CLASSIFICATION AS DEINED IN THE |
| | FLORIDA BUILDING CODE WHICH EXCEEDS |
| | 5,000 SQ FT IN AREA AND AN OCCUPANT |
| | CONTENT OF GREATER THAN 500 PERSONS. |
| | 105.13.1 THE ENFORCING AGENCY SHALL |
| | REQUIRE A SPECIAL INSPECTOR TO PERFORM |
| | SRUCTURAL INSPECTIONS ON A THRESHOLD |
| | BUILDING PURSUANT TO A STRUCTURAL INSPEC |
| | TION PLAN PREPARED BY THE ENGINEER OF |
| | RECORD. THE STRUCTURAL INSPECTION PLAN |
| | MUST BE SUBMITTED TO THE ENFORCING AGEN- |
| | CY PRIOR TO THE ISSUANCE OF A BUILDING |
| | PERMIT FOR THE CONSTRUCTION OF A THRESH- |
| | OLD BUILDING. THE PURPOSE OF THE SRUCTUR |
| | AL INSPECTION PLAN IS TO PROVIDE SPECIF- |
| | IC INSPECTION PROCEDURES AND SCHEDULES |
| | SO THAT THE BUILDING CAN BE ADEQUATELY |
| | INSPECTED FOR COMPLIANCE WITH THE |
| | PERMITTED DOCUMENTS. |
| | |
| | 3)W.P.B. AMENDMENT 105.13.4.4 ALL |
| | PLANS FOR THE BUILDING WHICH ARE |
| | REQUIRED TO BE SIGNED AND SEALED BY THE |
| | ARCHITECT OR ENGINEER OF RECORD CON- |
| | TAIN A STATEMENT THAT, TO THE BEST OF |
| | THE ARCHITECT'S PR ENGINEER'S KNOWLEDGE, |
| | THE PLANS AND SPECIFICATIONS COMPLY WITH |
| | THE APPLICABLE FIRE-SAFETY STANDARDS AS |
| | DETERMINED BY THE LOCAL AUTHORITY IN |
| | ACCORDANCE WITH THIS SECTION AND 633 |
| | FLORIDA STATUTE. |
| | |
| | 4)WPB AMENDMENT 105.13.6. W.P.B. |
| | CONSTRUCTION SERVICES DEPARTMENT |
| | REQUEST FOR THRESHOLD BUILDINGS A |
| | SPECIAL INSPECTOR AS REQUIRED BY S. |
| | 553.79(5) FLORIDA STATUTES TO THE MIN- |
| | IMUM INSPECTIONS REQUIRED BY THIS CODE. |
| | CONTACT HAROLD PISKURA MANAGER OF THE |
| | SPECIAL INSPECTOR PROGRAM AT (561) |
| | 805-6711 FOR FURTHER INFORMATION BEFORE |
| | THE PERMIT MAY BE ISSUED. |
| | |
| | 5) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | WHERE THE BEARING CAPACITY OF THE SOIL |
| | IS NOT DEFINITLY KNOWN OR IS IN QUESTION |
| | THE BUILDING OFFICIAL MAY REQUIRE EXPLOR |
| | ATIONS, TEST OR OTHER ADEQUATE PROOF AS |
| | TO THE PERMISSIBLE SAFE BEARING |
| | CAPACITY. REQUIRED TEST AND RECOMMENDA- |
| | TIONS SUBMITTED TO VERIFY BEARING CAPA- |
| | CITY SHALL BE CERTIFIED BY A GEOTECH- |
| | NICALREPORT FROM A DESIGN PROFESSIONAL |
| | PROPERLY LICENSED IN THE STATE OF |
| | FLORIDA. |
| | WHEN SUBMITTING FOR PERMIT (3) SETS OF |
| | SEALED SURVEYS WILL BE REQUIRED. |
| | |
| | 6) STRUCTURAL PLANS ARE NOT SEALED. WHEN |
| | APPLYING FOR PERMIT (3) SIGNED AND SEAL- |
| | ED SETS OF PLANS WILL BE REQUIRED. |
| | 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 STATE STAT: 61G15-23.002 ENGINEERS |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | |
| | 7) TABLE 600 ISSUES, NO OPENINGS ARE |
| | ALLOWED 0'-3' FROM THE PROPERTY LINE. |
| | >3'-10' ALLOWABLE OPENINGS 10%. SEE |
| | 705.1.1.2 WHEN OPENINGS ARE WITHIN 15' |
| | OF THE PROPERTY LINE OPENING PROTECTIVES |
| | ARE REQUIRED. THIS WILL CREATE A |
| | ENCLOSED GARAGE, SEE 411.4. INDICATE |
| | COMPLANCE WITH EXTERIOR WALLS 0'-3' RE- |
| | QUIRING 3 HRS, & 2HR EXTERIOR WALLS FOR |
| | >3'-10". PROVIDE BLOCK INFO FROM BLOCK |
| | MANUFACTURER, IN EQUIVANT THICKNESS, |
| | SEE 709.3.1. |
| | |
| | 8) SHEET A.73.02 INDICATES THE USE OF |
| | RATED WALLS BUT NO UL LISTING, PROVIDE |
| | FLOOR PLANS INDICATING WALL FIRE RATING, |
| | INDICATE BY USE OF DASHED LINES INDICAT- |
| | ING ONE OR TWO HR ASSEMBLIES, SEE FIRE |
| | REVIEW. |
| | |
| | 9)705.7.1 JOINTS INSTALLED IN OR BE- |
| | TWEEN FIRE RESISTANT WALLS, FIRE RESIS- |
| | TANT FLOORS OR FLOOR/ CEILING ASSEMBLIES |
| | AND FIRE RESISTANT ROOFS OR ROOF/ CEIL- |
| | ING ASSEMBLIES SHALL BE PROTECTED BY AN |
| | APPROVED FIRE RESISTANT JOINT SYSTEM |
| | DESIGNED TO RESIST THE PASSAGE OF FIRE |
| | FOR A PERIOD NOT LESS THAN THE RE- |
| | QUIRED FIRE RESISTANCE RATING OF THE |
| | WALL, FLOOR OR FLOOR IN OR BETWEEN |
| | WHICH IT IS INSTALLED. |
| | |
| | 10) 704.2.1.4 CORRIDOR PARTITIONS, SMOKE |
| | STOP PARTITIONS, HORIZONTAL EXIT PART- |
| | ITIONS, EXIT ENCLOSURES, AND FIRE |
| | RATED WALLS REQUIRED TO HAVE PROTECTED |
| | OPENINGS SHALL BE EFFECTIVELY AND |
| | PERMANETLY IDENTIFIED WITH SIGNS OR |
| | STENCILING IN A MANNER ACCEPTABLE TO THE |
| | AUTHORITY HAVING JURISDICTION. SUCH IDEN |
| | TIFICATION SHALL BE ABOVE ANY DECORATIVE |
| | CEILING CEILING AND IN CONCEALED SPACES. |
| | SUGGESTED WORDING" FIRE & SMOKE BARRIER |
| | PROTECT ALL OPENINGS". |
| | |
| | 11)AS INDICATED FROM PREVIOUS REVIEW, |
| | SKYBRIDGE TO BE UNDER A SEPERATE PERMIT, |
| | THE DELETION CREATES A DEAD END CORRIDOR |
| | PLEASE INDICATE COMPLIANCE? TABLE 1004, |
| | 20', SEE FOOTNOTE (20) ALLOWING DEAD END |
| | CORRIDOR TO 50'. |
| | |
| | 12)THE TICKET BOOTH MANUFACTURED BY |
| | MARDAN FABRICATORS VISTA SERIES- HANDI- |
| | CAPPED ACCESSIBLE BOOTH WILL REQUIRE |
| | PLAN SUBMITTAL WITH STATE APPROVAL FROM |
| | DCA PREMANUFACTURED BUILDINGS. |
| | |
| | 13) SHEET A32.01 STAIR A-2 SHALL COMPLY |
| | WITH 1012.1.4 DURING ITS SWING, ANY DOOR |
| | IN A MEANS OF EGRESS SHALL LEAVE UNOB- |
| | STRUCTED AT LEAST ONE-HALF OF THE RE- |
| | QUIRED WIDTH OF THE LANDING. |
| | |
| | 14) SRUCTURAL PLANS DO NOT INDICATE THAT |
| | THE WIND DESIGN IS FROM ASCE 7-98 CHAP- |
| | TER 6, BUILDINGS OVER 60'-0". |
| | CORRECT WIND DESIGN: |
| | IMPORTANCE FACTOR I/ CATEGORY II |
| | WIND EXPOSURE "B" |
| | ENCLOSED BUILDING.18 |
| | |
| | 15)FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) WINDOWS |
| | B) EXTERIOR DOORS |
| | C) LOUVER |
| | D) SKYLIGHTS |
| | E) TRUSS ANCHORS |
| | F) ROOF ASEMBLIES |
| | G) RAILINGS |
| | 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 |
| | |
| | 16) SHEET S3.1 DETAIL #6 INTRIOR BLOCK |
| | WALL, DETAIL 6/ S7.1 INDICATES SEE PLAN |
| | FOR ADDITIONAL SLAB REINFORING, WHERE? |
| | |
| | 17) 2ND REQUEST FOR INFORMATION, TABLE |
| | 600 TYPE II BUILDING, FIRE PROTECTION |
| | RATING FOR COLUMNS, BEAMS, GIRDERS, |
| | FLOORS & FLOOR/CEILING ASSEMBLIES AND |
| | ROOFS OR ROOF/CEILING ASSEMBLIES. |
| | RESPONCE IS "SEE STRUCTURAL COMMENTS", |
| | WHERE? |
| | |
| | 18) PROVIDE POSITIVE AND NEGITIVE PRES- |
| | SURES FOR ALL WINDOWS AND DOORS, INTER- |
| | IOR AND END ZONES AS WELL. |
| | |
| | 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 |
| | ATTACHED TO THE PERMIT APPLICATION. |
| | PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | |
| | LOOK FOR COMMENTS BY THE OTHER PLAN |
| | REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| | ON THE APPLICATION, PLANS, OR ATTACHED |
| | SEPARATELY. WHEN RESUBMITTING PLANS |
| | PLEASE CLEARLY INDICATE THE REVISION AND |
| | REMOVE AND REPLACE ANY PAGES AS NECESS- |
| | ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH |
| | THE PLANS WHEN RESUBMITTING PLANS. A |
| | TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW 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. |
| | JIM WITMER |
| | BUILDING PLAN REVIEW |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | JIM WITMER |
| | BUILDING PLAN REVIEW |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
