| 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] |
| | |
| | |
| | |
| | |
