| Date |
Text |
| 2007-01-22 13:24:11 | BUILDING PLAN REVIEW |
| | PERMIT: 06120556 |
| | ADD: 437 NORTHWOOD |
| | CONT: MEITZ-JUNIOR GENERAL CONT |
| | TEL: (561)719-2765 |
| | |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE/ |
| | 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1STREVIEW |
| | 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 ) FL S S 713.13 |
| | NOTICE 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 ACTUALLY |
| | COMMENCED 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. |
| | |
| | 3) JILL K. RISSER-BUILDING DESIGN. |
| | FL S S 481.223(1) (A) FLORIDA STAUTES, PROHIBITS A |
| | PERSON FROM KNOWINGLY PRACTICING |
| | ARCHITECTURE UNLESS THAT PERSON IS IN AN ARCHITECT OR A |
| | REGISTERED ARCHITECT. |
| | SEE DIVISION OF ADMINISTRATIVE HEARINGS CASE N0. |
| | 03-0489. |
| | |
| | 4) PLEASE PROVIDE A SURVEY OF THIS LOT WITH THE |
| | PLACEMENT OF STRUCTURE. |
| | 106.1.2*/ TABLE 601, TABLE 602 & TABLE 704.8. SIGNATURE |
| | OF THE PROVIDED SURVEY IS A COPY NOT AN ORIGINAL. |
| | |
| | 5)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 PERMIT WAS ISSUED. |
| | B) THE USE AND OCCUPANCY, IN ACCORDANCE |
| | WITH THE PROVISIONS OF CHAPTER 3. |
| | C1) THE TYPE OF CONSTRUCTION AS DEFINED |
| | IN CHAPTER 6, TABLE 601. |
| | C2) LEVEL OF ALTERATION: LEVEL 1, LEVEL 2 OR LEVEL 3? |
| | D) THE DESIGN 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. |
| | G) NUMBER OF UNITS |
| | H) NUMBER OF FLOORS |
| | |
| | 6) NOTE 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. |
| | |
| | 7)SHEET# 1; |
| | 7A) THE PLANS INDICATE TO REUSE THE EXISTING |
| | SIDE GLASS WINDOWS, ARE THEY BEING MOVED? 106.1.2* |
| | |
| | 7B) ENTRY BEAM DETAIL INDICATES NEW FOOTINGS, WHERE IS |
| | THE PROPERTY LINE, |
| | DO THEY PROTRUDE PAST THE PROPERTY LINE? OR ARE THE |
| | COLULMNS OFFSET? |
| | |
| | 7C) PLANS INDICATE A RESTROOM WITH THE DOOR SWINGING |
| | INTO THE CLEAR FLOOR SPACE REQUIRED FORTHE LAV. |
| | 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 11-32 ). |
| | |
| | 7D) RESTROOM TURNING RADIUS: |
| | 11-4.22.3 CLEAR FLOOR SPACE. |
| | THE ACCESSIBLE FIXTURES AND CONTROLS REQUIRED IN |
| | SECTIONS 11-4.22.4 , 11-4.22.5 , 11-4.22.6 AND |
| | 11-4.22.7 SHALL BE ON AN ACCESSIBLE ROUTE. AN |
| | UNOBSTRUCTED TURNING SPACE COMPLYING WITH SECTION |
| | 11-4.2.3 SHALL BE PROVIDED WITHIN AN ACCESSIBLE TOILET |
| | ROOM. THE CLEAR FLOOR SPACE AT FIXTURES AND CONTROLS, |
| | THE ACCESSIBLE ROUTE, AND THE TURNING SPACE MAY |
| | OVERLAP. |
| | |
| | 7E) PLANS INDICATE A 42" HIGH BASE CABINET WITH SINK |
| | AND UNDER COUNTER REFRIGARATOR. 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 |
| | . |
| | 7F)AT THE REAR OF THE BUILDING THERE APPEARS TO BE A |
| | NEW WINDOW,A EXISTING DOOR AND A PAIR OF FRENCH |
| | DOORS. PLEASE PROVIDE IF THIS IS A FRAME WALL OR A |
| | PORTION FRAME AND CBS? 106.1.2*. |
| | |
| | 7G) AT THE REAR OF THE BUILDING THERE APPEARS TO BE AN |
| | EXTERIOR SHOWROOM , TO GAIN ACCESS YOU HAVE TO GO |
| | THROUGH A 2'-6" DOOR THAT WILL BE REPLACED.11-4.13.5 |
| | DOORWAYS, MINIMUM CLEAR WIDTH: |
| | DOORWAY SHALL HAVE A MINI- |
| | MUM CLEAR OPENING OF 32" WITH THE DOOR |
| | OPEN 90 DEGREES, MEASURED BETWEEN THE |
| | FACE OF THE DOOR AND THE OPPOSITE STOP. |
| | |
| | 7H) THERE IS A NOTE INDICATING PARAPET WALL CAPS TO BE |
| | ADDED TO ALL EXISTING WALLS WHERE APPLICABLE? PLEASE |
| | EXPLAIN THIS STATEMENT? 106.1.2* ADDITIONAL INFORMATION |
| | REQUIRED. |
| | |
| | 7I) PLANS INDICATE RIGID FOAM BOARD INSULATION MAY BE |
| | ADDED TO THE EXTERIOR OF THE ROOF. |
| | IS THE ROOF BEING REPLACED? NO ROOFING CONTRACTOR IS |
| | SIGNED ON. G.C. CAN NOT DO FLAT ROOFS. |
| | OUT OF THE SCOPE OF THEIR LICENSE. FL S S |
| | 489.113(3)(B)QUALIFICATIONS FOR PRACTICE; |
| | RESTRICTIONS. |
| | |
| | 7J) PLANS INDICATE (2) ARCH DESIGNS, THERE IS NO |
| | REFRENCE AS TO WHERE THEY WILL BE USED? |
| | |
| | 7K) PLANS INDICATE AT THE REAR OF THE BUILDING PAVER |
| | ARE TO BE RAMPED UP TO THE BUILDING AT A RATE NOT TO |
| | EXCEED |
| | 1/12 INCHES. |
| | 11-4.8.4.(2) LANDINGS. ALL LANDINGS |
| | ON RAMPS SHALL NOT BE LESS THAN 60" |
| | CLEAR, & THE BOTTOM OF EACH RAMP SHALL |
| | HAVE NOT LESS THAN 72" OF STRAIGHT & |
| | LEVEL CLEARENCE. |
| | 11.4.8.5. HANDRAILS: IF A RAMP HAS |
| | A RISE GREATER THAN 6" OR A HORIZONTAL |
| | PROJECTION GREATER THAN 72", THEN IT |
| | SHALL HAVE HANDRAILS ON BOTH SIDES. |
| | |
| | 7L) THE PLANS INDICATE THE PRESSURES FOR WINDOWS AND |
| | DOORS, PLEASE PROVIDE ALSO FOR THE FLAT ROOF ZONES 1,2 |
| | & 3. |
| | TABLE 1609.2B, WHAT IS THE WIDTH OF "A"? |
| | |
| | 8) SHEET # 2: |
| | 8A) PLANS INDICATE THERE IS A CHOICE OF STRUCTURAL |
| | STEEL COLUMNS OF 6"X6" PT. PLANS ARE TO SHOW ONE OR THE |
| | OTHER NOT A CHOICE. |
| | |
| | 8B)IF THE SECTION THROUGH THE PERGOLA IS SECTION "A" |
| | PLEASE PROVIDE A SECTION THROUGH AS SHOWN AS "B" MARKED |
| | ON PLAN? |
| | |
| | |
| | 8C) THE DESIGN CRITERIA FOR THE EXISTING BUILDING IS |
| | FOR AN ENCLOSED BUILDING, PLEASE PROVIDE THE DESIGN |
| | CRITERIA FOR THE |
| | PERGOLA? 2004 FL. BLD CODE 1603.1.4 THE FOLLOWING |
| | INFORMATION RELATED TO WIND |
| | SHALL BE SHOWN ON THE CONSTRUCTION |
| | DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, IS THIS DESIGNED AS |
| | OPEN? |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | 8D) PLANS DO NOT IDENTIFY THE TYPE OF 2X8 TO USE AS |
| | RAFTERS. PROVIDE THE SPECIES OF WOOD, AND GRADE. |
| | |
| | 8E) PLANS IDENTIFY THE SIZE OF THE BOTTOM STEEL PLATE |
| | BUT NOT THE UPPER PLATE IDENTIFIED ON THE PLAN? |
| | |
| | 9) 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. |
| | |
| | 10)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 |
| | |
| | 11) PRODUCT APPROVAL: YALE ORGON " LA FRANCIS" |
| | IS MISSING THE FLORIDA COVERSHEET. |
| | |
| | 12) YKK AP AMERICA "20D NARROW STILE" |
| | IS MISSING THE FLORIDA COVERSHEET. |
| | |
| | 13) EASTERN METAL SUPPLY: STORM SHUTTERS |
| | MISSING THE TECHNICAL SHEETS THAT ACCOMPANY EVALUATION |
| | REPORT,PLEASE PROVIDE 1-17. |
| | ONCE THE TECHNICAL SHEETS ARE OBTAINED HIGHLIGHT WHICH |
| | SYSTEMS TO BE USED. ALSO HIGHLIGHT WHICH ANCHOR |
| | APPLICATION SHALL BE USED. |
| | THE THIRD ITEM THE CITY WILL REQUIRE IS WHERE THE STORM |
| | SHUTTERS WILL BE LOCATED ON SITE? |
| | |
| | 14) TAMKO ROOFING- MODIFIED BITUMEN ROOF SYSTEM IS FOR |
| | A WOOD NON-INSULATED ROOF, |
| | HIGHLIGHTED IS OPTION# 1 WHICH PROVIDES -60.0 PSF, |
| | WHEREAS ZONE (3) THE PRESSURE IS (-89). |
| | PROVIDE ENHANCED ROOF FASTER DENSITIES, CALCULATIONS |
| | FROM RAS 117. |
| | |
| | 15) THE NEW EXTERIOR SHOWROOM MAY REQUIRE IMPACT FEES, |
| | TO BE REVIEWED BY COUNTY, |
| | 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. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
| | |
| | |
