| Date |
Text |
| 2007-09-20 21:22:44 | CITY MARKET EXTERIOR RENOVATION |
| | 5011 BROADWAY |
| | SEPT 20,2007 |
| | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 07070711 |
| | ADD: 5011 BROADWAY |
| | CONT: RED & BLUE CONSTRUCTION |
| | TEL: (561)542-5888 |
| | |
| | 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 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. |
| | |
| | 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 OFCOMMENCEMENT IS NOT |
| | ACTUALLYCOMMENCED 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. |
| | |
| | 3A) THE PHASE I PART OF THIS PROJECT IS FOR EXTERIOR |
| | RENOVATIONS AS STATED ON THE SHEET A-1. THE PLANS STATE |
| | THIS IS A TYPE IV-UNPROTECTED BUILDING, PLEASE TAKE |
| | REFERENCE TO THE 2004 FBC, TABLE 503 THIS IS STATING |
| | THIS BUILDING IS CLASSIFIED AS **HEAVY TIMBER |
| | CONSTRUCTION**, PLEASE CORRECT. IF ANY FRONTAGE |
| | INCREASES ARE TO BE TAKEN SHOW CALCULATIONS. |
| | |
| | 3B) SINCE PHASE I IS FOR THE EXTERIOR OF THE BUILDING |
| | ONLY AND THIS PERMIT WILL BE FOR THE EXTERIOR ONLY, I |
| | BELIEVE IT IS ONLY FAIR TO WARN YOU OF THE REQUIREMENTS |
| | FOR FIRE SPRINKLERS WHEN A MERCANTILE BUILDING IS |
| | GREATER THAN 12,000 SQ. FT. 903.2.6 GROUP M. AN |
| | AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT |
| | BUILDINGS CONTAINING A GROUP M OCCUPANCY WHERE ONE OF |
| | THE FOLLOWING CONDITIONS EXISTS: 1. WHERE A GROUP M |
| | FIRE AREA EXCEEDS 12,000 SQUARE FEET. |
| | |
| | 3C) THIS PROJECT WAS SUBMITTED UNDER PERMIT# 06030895 |
| | AND THE PERMIT APPLICATION WAS EXPIRED. THE PLAN |
| | REVIEWER'S COMMENTS FROM THE FIRST REVIEW FROM THE |
| | FIRST REVIEW APPEAR AS QUOTES, |
| | 104.2.1 W.P.B. ADMINISTRATIVE CODE, 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 |
| | AND 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". |
| | |
| | 3D) SHEET A-1 ALSO HAS WHITE OUT ON THE PLANS, WHICH |
| | ALSO ISN'T ACCEPTABLE. |
| | |
| | |
| | 3E) PLEASE UPDATE THE CODE ANALYSIS TO REFLECT THE 2004 |
| | FBC, BUILDING AND THE 2007REVISIONS, PLANS SUBMITTED |
| | AFTER JULY1,2007 WILL BE REVIEWED UNDER THE NEW 2007 |
| | WIND REVISIONS TO THE BASE BUILDING CODE. |
| | |
| | 3F) PLEASE SEE THE 2004 FLORIDA EXISTING BUILDING CODE |
| | WITH 2006 REVISIONS. IDENTIFY TO WHAT LEVEL OF |
| | ALTERATION WILL BE ACCOMPLISHED UNDER THIS PERMIT. SEE |
| | SECTION 303,304& 305. |
| | |
| | 4) 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: |
| | 4A) FIXED GLASS/ STORE FRONT |
| | 4B) EXTERIOR GLAZED SWING DOORS & SIDELITES |
| | 4C)SINGLE EXTERIOR HOLLOW METAL SWING DOORS |
| | 4D) PAIRS OF EXTERIOR HOLLOW METAL SWING DOORS |
| | 4E) POSSIBLE AUTOMATIC SLIDING DOORS& SIDE LITES 4F) |
| | TRUSS ANCHORS |
| | 4G) WALL LOUVERS |
| | 4H) EFIS WALL SYSTEMS |
| | 4I) SHUTTERS BAHAMA STYLE- ON TOWERS |
| | 4J) ROOF ASSEMBLIES |
| | UNDERLAYMENT |
| | MODIFIED BITUMEN |
| | ROOF TILE |
| | |
| | 5)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. |
| | |
| | 6) 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. |
| | |
| | 7) THE FOLLOWING ITEMS WILL DEAL WITH ROOFING REPORTS |
| | BE ADVISED OF THE INFORMATION THAT WILL NEED TO BE |
| | HIGHLIGHTED BEFORE SUBMITTAL TO THE BUILDING |
| | DEPARTMENT; |
| | |
| | 7A) THIS ROOF IS MISSING OR NOT IN COMPLIANCE WITH THE |
| | FOLLOW ITEMS: |
| | (FLAT ROOF) |
| | ___ CONTRACTOR DID NOT PROVIDE THE MEAN ROOF HEIGHT. |
| | ___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH.___ |
| | CONTRACTOR FAILED TO INDICATE WHICH SYSTEM TO BE USED. |
| | ___ THE SYSTEM PROVIDED HAS A LOWPRESSURE FOR ZONE |
| | ___ . |
| | ___ THE SYSTEM PROVIDED STATES LIMITATION# 7, SHOULD |
| | THE FASTENERRESISTANCE 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 ROOFCONSULTANT MAY BE |
| | SUBMITTED. |
| | ___THE SYSTEM PROVIDED INDICATESLIMITATION# 9, NO |
| | ENHANCED FASTENING ALLOWED. |
| | |
| | 7B) ROOF TILE FOR SLOPED ROOFS, PLEASE INDICATE WHICH |
| | FASTENING SYSTEM SHALL BE USED.106.1.2 ADDITIONAL |
| | INFORMATION REQUIRED. MOMENT OF OVERTURNING, 1609.7.3 |
| | RIGID TILE. |
| | |
| | 7C) NO INFORMATION FOR FASTENING OF HIP BOARD OR HIP |
| | TILE. 1507.3.8 APPLICATION. TILE SHALL BE APPLIED |
| | ACCORDING TO THE MANUFACTURER'S INSTALLATION |
| | INSTRUCTIONS OR RECOMMENDATIONS OF THE FRSA/RTI |
| | 07320/08-05 (FOURTH EDITION). |
| | |
| | 8) A-6 NOR STRUCTURAL PLANS ARE MISSING THE NEW A/C |
| | CURBS, HOW THE WEIGHT WILL BE CARRIED ON THE BAR JOIST, |
| | WHERE THE POINT LOADING WILL NEED TO BE TAKEN IN AFFECT |
| | AND THE PANEL POINTS REINFORCED, NEW HEADERS SHAPE AND |
| | SIZE OF STEEL AND THE ACTUAL ATTACHMENT OF THE CURB TO |
| | THE ROOF SYSTEM.1609.6.1.1 MAIN WINDFORCE-RESISTING |
| | SYSTEMS. |
| | |
| | 9) A-6 INDICATES THE USE OF ROOF DRAINS AND OVERFLOW |
| | DRAINS THERE IS NO INFORMATION PROVIDED, PLANS INDICATE |
| | A SECTION 4 SHEET D6 NOT PROVIDED.1503.4 ROOF |
| | DRAINAGE. |
| | |
| | UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, |
| | DESIGN AND INSTALLATION OF ROOF DRAINAGE SYSTEMS SHALL |
| | COMPLY WITH THE FLORIDA BUILDING CODE, PLUMBING , |
| | CHAPTER 11 . |
| | |
| | 10) NOTE PLANS DO NOT INDICATE COMPLIANCE WITH: 1503.6 |
| | PROTECTION AGAINST DECAY AND TERMITES. |
| | CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE AT |
| | LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR |
| | SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON |
| | ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM) |
| | HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON |
| | A ROOF ABOVE ANOTHER ROOF. |
| | |
| | 11) THE QUESTION WHY TOMMY TAVERAS P. E. NAME AND TITLE |
| | BLOCK INFORMATION IS ON THIS SHEET IF HE IS NOT THE |
| | DESIGNER OR ACONSULTING ENGINEER. 106.1.2* ADDITIONAL |
| | INFORMATION REQUIRED. |
| | |
| | 12) SHEET S-1 SOUTH WALL OF STRUCTURE, THE PLAN |
| | INDICATES ON THE SOUTHWEST PORTION OF THE NEW CANOPY |
| | ROOFED AREA (2) 16"X16"BLOCK COLUMNS BUT THE FOOTER |
| | DESIGNATION IS STILL A SINGLE TYPE A FOOTER PLEASE |
| | VERIFY THIS IS CORRECT? 106.1.2* ADDITIONAL INFORMATION |
| | REQUIRED. |
| | |
| | 13) SHEET S-1 NOTE # 2 INDICATES THERE IS A SHEET# 4 |
| | WITH DETAILS FOR NEW MASONRY OPENINGS. 106.1.2* |
| | ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 14)SHEET S-2 DETAIL # 01 THE PLAN LACKS TO CLARIFY |
| | THE TYPE OF ANCHORS TO BE USED TO TIE THE W12 BEAM TO |
| | THE COLUMN TYPE A. 106.1.2*/ 1609.6.1.1. |
| | |
| | 15) SHEET S2 ROOF PLAN NORTHEAST CORNER OF THE BUILDING |
| | THERE IS A SECTION OF TRUSSES C & D THAT DO NOT TIE TO |
| | THE SECTIONS, HOW ARE THEY ATTACHED, IS THIS AREA NEW |
| | OR EXISTING. |
| | 106.1.2. |
| | |
| | 16) SHEETS2 DETAIL 03 INDICATES HOW A COMMON TRUSS |
| | WILL BE CONFIGURED BUT FOR ALL OF THE JACKS THIS WILL |
| | NOT BE THE CONFIGURATION FOR THOSE TYPE OF TRUSSES |
| | THERE SHOULD BE SOME TYPE OF WALL CARRYING SYSTEM |
| | PLEASE DETAIL AND THE CONNECTIONS. 106.1.2/ 1609.6.1.1. |
| | MAIN FORCE RESISTING SYSTEM. |
| | |
| | 17)SHEET S-3 UNDER DESIGN NOTES THE 2001 FBC IS |
| | REFERENCED AS WELL AS ASCE 7-98 BOTH REFERENCES WILL |
| | NEED TO BE UPDATED TO THE 2004 FBC W/ 2007 WIND |
| | REVISIONS AND THE ASCE 7-02. |
| | |
| | 18) SHEET S-3 NOTES UNDER WIND LOAD DESIGN ALSO NEEDS |
| | TO REFLECT ASCE 7-02 UNDER THE 2004 FBC W/ 2007 WIND |
| | REVISIONS. |
| | |
| | 19) SHEET S-3: |
| | 19A)THEWINDOWSSCHEDULE IS BLANK, THERE IS NO |
| | INFORMATION AS TO INTERIOR ZONES OR END ZONES, PLANS |
| | INDICATE COASTAL EXPOSURE WITH A WALL HEIGTH OF 22' |
| | SEE |
| | |
| | TABLE 1609.6.2.1(4) FOR ADJUSTMENT FACTORS OF |
| | 1.35 . |
| | 19B)THE DOOR SCHEDULE NEEDS TO IDENTIFY THE PRESSURES |
| | FOR INTERIOR ZONES AS WELL AS END ZONES. |
| | 19C)IDENTIFY THE END ZONES OF THE BUILDING FOR WALLS |
| | ZONE# 5. |
| | 19D)THE DOOR SCHEDULE INDICATES OPENING D-1 AS 12'-4 |
| | X 7'-9" THIS TYPE CONFIGURATION OR OPENING SIZE IS USED |
| | FOR AUTOMATIC SLIDING DOORS, THE PLAN INDICATES THE USE |
| | OF |
| | SWING DOORS WITH SIDE LITES REQUIRING |
| | STRUCTURAL MULLIONS AND THE CONTRIBUTING AREA FOR THE |
| | MULLION WOULD BE MUCH SMALLER. |
| | 19E)PLANS ALSO DO NOT INDICATE ROOF ZONES AND OR |
| | PRESSURES PLEASE PROVIDE INFORMATION FOR ZONES 1, 2 AND |
| | 3. |
| | 19F)BUILDING HEIGHT NOT PROVIDED IN THE WIND |
| | INFORMATION1603.1.4. |
| | |
| | 20)S-3 FOUNDATION NOTES REQUIRES A SOILS REPORT FOR |
| | THE MINIMUM SAFE BEARING VALUE.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 |
| | . |
| | |
| | 21) SHEET A-2 ON THE WEST SIDE OF THE BUILDING THE |
| | PLANS INDICATE TO REMOVE 2'-0" OF SLAB, SHEET A-3 |
| | INDICATES A NEW EXTERIOR MASONRY WALL, SHEET A-6 |
| | INDICATES A NEW FLAT BUILT UP ROOF, BUT THE STRUCTURAL |
| | PLANS INDICATE THIS TO BE EXISTING, PLEASE CORRECT. |
| | |
| | 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. |
| | |
| | 102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS |
| | OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF |
| | CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST |
| | RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT |
| | BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC |
| | REQUIREMENT, THE SPECIFIC |
| | REQUIREMENT SHALL BE APPLICABLE. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | |
| | |
| | |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
| | |
