Date |
Text |
2007-06-05 18:27:35 | BUILDING PLAN REVIEW |
| PERMIT: 07030453 |
| ADD: 2915 E TAMARIND AVENUE |
| CONT: ALL-SITE CONSTRUCTION |
| TEL: (561)718-9542 |
| |
| 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) QUESTION ABOUT THE NOC UNDER THE DESCRIPTION OF |
| IMPROVEMENTS IS THE TOTAL BUILDING BEING DEMOLISHED AND |
| THEN REBUILT? |
| NOTE IF 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) |
| |
| 3) 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. |
| 2004 FBC W/ 2006 AMENDMENTS |
| 2004/ 2006 FBC EXISTING BUILDING CODE CHAPTER 9 |
| ADDITIONS |
| B) THE USE AND OCCUPANCY, IN ACCORDANCE |
| WITH THE PROVISIONS OF CHAPTER 3. |
| MIXED USE BUILDING . |
| C) THE TYPE OF CONSTRUCTION AS DEFINED |
| IN CHAPTER 6, TABLE 601. |
| D) THE 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. |
| |
| 4)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. |
| |
| 5) 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. |
| |
| 6)WILL THERE BE ANY WORK COMPLETED UNDERTHIS PERMIT |
| ON THE EXISTING |
| (3) BAY SHOP? IT APPEARS A NEW FACADE IS BEING ADDED? |
| IT ALSO APPEARS THAT THE 3 GARAGE DOORS MAY RUN INTO |
| THE BEAM? ADD INFO REQUIRED 106.1.2* |
| |
| 7)SHEET 3 IIT APPEARS THIS IS A MIXED USE OCCUPANCY |
| PROVIDE WHAT TYPE OF OCCUPANCY |
| IS LOCATED WITHIN THE 3 BAYS?ADD INFO REQUIRED |
| 106.1.2*/ TABLE 302.3.2. |
| |
| 8)PLEASE PROVIDE A SITE PLAN OR SURVEY PLACING THE |
| PROPOSED BUILDING ON THE LOT, PROVIDE DIMENSIONS TO THE |
| PROPERTY LINES AND IF THERE ARE ANY OTHER STRUCTURES |
| LOCATED ON THIS PROPERTY? |
| |
| 9)PROVIDE A SITE PLAN INDICATING COMPLIANCE WITH |
| 11-4.1.2(1) (1)AT LEAST ONE ACCESSIBLE ROUTE |
| COMPLYING WITH SECTION 11-4.3 SHALL BE PROVIDED WITHIN |
| THE BOUNDARY OF THE SITE FROM PUBLIC TRANSPORTATION |
| STOPS, ACCESSIBLE PARKING SPACES, PASSENGER LOADING |
| ZONES IF PROVIDED, AND PUBLIC STREETS OR SIDEWALKS, TO |
| AN ACCESSIBLE BUILDING ENTRANCE. |
| |
| 10) PROVIDE SITE PLAN WITH ACCESSIBLE PARKING |
| 11-4.1.2(5)(A) . |
| |
| 11) PROVIDE ELEVATIONS OF THE FINISH FLOOR AND THE |
| FRONT AND REAR STOOPS.11-4.5.2 CHANGES IN LEVEL. |
| CHANGES IN LEVEL UP TO 1 / 4 INCHES (6 MM) MAY BE |
| VERTICAL AND WITHOUT EDGE TREATMENT [SEE FIGURE 7 (C)]. |
| CHANGES IN LEVEL BETWEEN 1 / 4 INCH AND ? INCH (6 MM |
| AND 13 MM) SHALL BE BEVELED WITH A SLOPE NO GREATER |
| THAN 1:2 [SEE FIGURE 7 (D)]. CHANGES IN LEVEL GREATER |
| THAN ? INCH (13 MM) SHALL BE ACCOMPLISHED BY MEANS OF A |
| RAMP THAT COMPLIES WITH SECTION 11-4.7 OR 11-4.8 . |
| |
| 12)PROVIDE 2 ORIGINAL SIGNED & SEALED SOILS REPORTS. |
| 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 . |
| |
| 13)SHEET# 3 INDICATES VARIOUS DOORS AS 2'-8" |
| DOORWAYS BUT THE CLEAR WIDTH IS REQUIRED TO BE 32". |
| 11-4.13.5 CLEAR WIDTH. |
| DOORWAYS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 |
| INCHES (813 MM) WITH THE DOOR OPEN 90 DEGREES, MEASURED |
| BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP [SEE |
| FIGURE 24 (A), FIGURE 24 (B), FIGURE 24 (C), AND FIGURE |
| 24 (D)]. OPENINGS MORE THAN 24 INCHES (610 MM) IN DEPTH |
| SHALL COMPLY WITH SECTIONS 11-4.2.1 AND 11-4.3.3 [SEE |
| FIGURE 24 (E)]. |
| |
| 14)11-4.13.6 MANEUVERING CLEARANCES AT DOORS . |
| MINIMUM MANEUVERING CLEARANCES AT DOORS THAT ARE NOT |
| AUTOMATIC OR POWER-ASSISTED SHALL BE AS SHOWN IN FIGURE |
| 25 . THE FLOOR OR GROUND AREA WITHIN THE REQUIRED |
| CLEARANCES SHALL BE LEVEL AND CLEAR. |
| |
| 14) RESTROOMS LAVS11-4.19.2 HEIGHT AND CLEARANCES. |
| LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER |
| SURFACE NO HIGHER THAN 34 INCHES (865 MM) ABOVE THE |
| FINISH FLOOR. PROVIDE A CLEARANCE OF AT LEAST 29 INCHES |
| (735 MM) ABOVE THE FINISH FLOOR TO THE BOTTOM OF THE |
| APRON. KNEE AND TOE CLEARANCE SHALL COMPLY WITH FIGURE |
| 31 . |
| |
| 11-4.19.3 CLEAR FLOOR SPACE. |
| A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES (760 MM BY |
| 1219 MM) COMPLYING WITH SECTION 11-4.2.4 SHALL BE |
| PROVIDED IN FRONT OF A LAVATORY TO ALLOW FORWARD |
| APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR |
| OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM |
| OF 19 INCHES (485 MM) UNDERNEATH THE LAVATORY (SEE |
| FIGURE 32 ). |
| |
| 11-4.19.4 EXPOSED PIPES AND SURFACES. |
| HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE |
| INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST |
| CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES |
| UNDER LAVATORIES. |
| |
| 15) BREAK AREA SINK AND COUNTER: SINKS:11-4.24.2 |
| SINKS, HEIGHT. SINKS SHALL BE MOUNTED WITH THE COUNTER |
| NO HIGHER THAN 34" ABOVE THE FINISH FLOOR. |
| 11-4.24.3 KNEE CLEARANCE THAT IS AT LEAST 27" HIGH |
| 30" WIDE, AND 19" DEEP SHALL BE PROVIDED UNDERNEATH |
| SINKS. 11-4.24.5 CLEAR FLOOR SPACE. |
| A CLEAR FLOOR SPACE AT LEAST 30 INCHES BY 48 INCHES |
| (760 MM BY 1219 MM) COMPLYING WITH SECTION 11-4.2.4 |
| SHALL BE PROVIDED IN FRONT OF A SINK TO ALLOW FORWARD |
| APPROACH. THE CLEAR FLOOR SPACE SHALL BE ON AN |
| ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF 19 |
| INCHES (485 MM) UNDERNEATH THE SINK |
| |
| 16) 1210.2 WALLS. |
| WALLS WITHIN 2 FEET (610 MM) OF URINALS AND WATER |
| CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT |
| SURFACE, TO A HEIGHT OF 4 FEET (1219 MM) ABOVE THE |
| FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE |
| MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS |
| NOT ADVERSELY AFFECTED BY MOISTURE. |
| |
| 17) FL BLD CODE CHAP 13 ENERGY EFFICENCY PROVIDE |
| ENERGY CALS/ W MANUAL "J" |
| |
| 18) VENTILATION OF ATTIC SPACE 1203.2 THE NET FREE |
| VENTILATING AREA SHALL NOT BE LESS THAN 1 / 150 OF THE |
| AREA OF THE SPACE VENTILATED, WITH 50 PERCENT OF THE |
| REQUIRED VENTILATING AREA PROVIDED BY VENTILATORS |
| LOCATED IN THE UPPER PORTION OF THE SPACE TO BE |
| VENTILATED AT LEAST 3 FEET (914 MM) ABOVE EAVE OR |
| CORNICE VENTS WITH THE BALANCE OF THE REQUIRED |
| VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. |
| |
| 19)SHEET A4 & A8 BOTH INDICATE A MONOLITHIC POUR |
| PLANS SHOW COMPLIANCE WITH1805.2 DEPTH OF FOOTINGS. |
| THE MINIMUM DEPTH OF FOOTINGS BELOW THE UNDISTURBED |
| GROUND SURFACE SHALL BE 12 INCHES (305 MM). |
| |
| 20)SHEET 5 OF 8 PLANS HAVE IN REDNEW ROOF DRAINS |
| ONTO THE EXISTING ROOF. IS THERE A PARAPET ON THE LOWER |
| FLAT ROOF? WHERE DOES THE WATER DRAIN TO? |
| |
| 21) SHEET 8: |
| 21A) GENERAL NOTE 1 CLASSIFIES THIS AS A TYPE VI |
| BUILDING R3 OCCUPANCY PLEASE CORRECT. |
| 21B) GENERAL NOTE 2 INDICATES CODES ADOPTED BY THE |
| COUNTY, THIS IS A STATEWIDE CODE PLEASE CORECT. 21C) |
| THERE ARE NUMEROUS AREAS OFTHE PLAN THAT INDICATES WORK |
| TO BE COMPLETED UNDER THE HIGH WIND HURRICANE ZONES OF |
| DADE AND BROWARD COUTIES CORECT. |
| 21D) HIGHLIGHTED IN YELLOW THERE ARE 8 REFRENENCES TO |
| THE WRONG EDITION PLEASE SEE CHAPTER 35 FOR THE CURRENT |
| REFRENECE STANDARDS. |
| 21E) FRAMING NOTE 18 REFRENECES THE 2001 FBC PLEASE |
| CORRECT. FL BLD CODE 1609.1.4: COMPONENTS & |
| |
| |
| 22) CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD OR |
| RESIDENT INSPECTOR) OF PRODUCT |
| TESTING REPORTS,MISSING REPORTS ARE AS FOLLOWS: |
| A) WINDOWS FIXED |
| B) SINGLE HUNG WINDOWS |
| C) EXTERIOR GLAZED DOORS |
| D) STORM SHUTTERS OR PANEL IF GLAZING DOESN'T MEET THE |
| LARGE MISSILE IMPACT TESTING |
| E) TRUSS ANCHORS |
| F) ROOFING ASSEMBLIES |
| |
| 23)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 |
| |
| 24)) 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. |
| |
| 25) 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. |
| |
| 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. |
| |
| |
| 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] |
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