| Date |
Text |
| 2006-04-04 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 06011130 |
| | ADD: 2037 SPRUCE AVE |
| | CONT:PLAN REVIEW |
| | "WEST PALM BEACH HOUSING |
| | AUTHORITY" |
| | TEL: (561)655-8530 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 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. |
| | |
| | 1) 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: 61G16.003 ARCHITECTS |
| | |
| | 2)DALIMA STUDIO ARCHITECTURE |
| | 481.219 F.S.CERTIFICATE OF |
| | AUTHORIZATION.THE TITLE BLOCK FOR ANY |
| | SHEET BEARING THE NAME OF AN ARCHITECT |
| | PRACTICING UNDER A FICTITIOUS NAME, A |
| | CORPORATION, OR A PARTNERSHIP, OFFERING |
| | ARCHITECTURAL SERVICES, SHALL INCLUDE |
| | THE CERTIFICATE OF AUTHORIZATION |
| | NUMBER.ADD THE NUMBER TO EACH SHEET. |
| | THIS MAY BE ADDED BY HAND. |
| | |
| | 3A) FUAT ORNARLI P E STRUCTURAL |
| | ENGINEER: |
| | 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 |
| | |
| | 3B) LNI: LEONARDO NAVEIRAS INC. |
| | CONSULTING ENGINEER. 471.023 F.S. |
| | CERTIFICATE OF AUTHORIZATION.THE TITLE |
| | BLOCK FOR ANY SHEET BEARING THE NAME OF |
| | AN ENGINEER PRACTICING UNDER A |
| | FICTITIOUS NAME, A CORPORATION, OR A |
| | PARTNERSHIP, OFFERING ENGINEERING |
| | SERVICES, SHALL INCLUDE THE CERTIFICATE |
| | OF AUTHORIZATION NUMBER. |
| | ADD THE NUMBER TO EACH SHEET.THIS MAY |
| | BE ADDED BY HAND. |
| | |
| | 4) FL S S 713.13 |
| | NOTICE OF COMMENCEMENT, TO BE FILED |
| | WITH THE CLERK OF THE COURT BEFORE A |
| | PERMIT WILL BE ISSUED. NOTE: 713.13(2) |
| | IF THE WORK DESCRIBED IN THE NOTICE OF |
| | COMMENCEMENT IS NOT ACTUALLY COMMENCED |
| | WITHIN 90 DAYS AFTER THE RECORDING |
| | THEREOF, SUCH NOTICE IS NULL & VOID. |
| | |
| | 5) SHEET A100 CORRECT ALL REFRENCES TO |
| | THE 2001 FBC TO THE 2004 FBC. |
| | |
| | 6) 106.3.3* PRODUCT APPROVALS- 2004 |
| | THOSE PRODUCTS THAT ARE RGULATED BY DCA |
| | RULE 9B-72 SHALL BE REVIEWED AND |
| | APPROVED IN WRITTING BY THE DESIGNER OF |
| | RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | |
| | 7) (2004 FBC) 106.1.1 INFORMATION ON |
| | CONSTRUCTION DOCUMENTS. CONSTRUCTION |
| | DOCUMENTS SHALL BE OF SUFFICIENT CLARITY |
| | TO INDICATE THE LOCATION, NATURE & |
| | EXTENT OF THE WORK PROPOSED & SHOW IN |
| | DETAIL THAT IT WILL CONFORM TO THE |
| | PROVISIONS OF THIS CODE AND REVELENT |
| | LAWS, ORDINANCES, AND RULES AND |
| | REGULATIONS AS DETERMINED BY THE |
| | BUILDING OFFICIAL. |
| | |
| | 8) 109.3.10* IMPACT OF CONSTRUCTION. ALL |
| | CONSTRUCTION ACTIVITY REGULATED BY THIS |
| | CODE SHALL BE PERMORMED IN A MANNER SO |
| | AS NOT TO ADVERSLY 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 HISTORICSURFACE WATER |
| | DRAINAGE FLOWS SERVING ADJACENT |
| | PROPERTIES, & MAY REQUIRE SPECIAL |
| | DRAINAGE DESIGNCOMPLYING WITH |
| | ENGINEERING STANDARDS TO PRESERVE THE |
| | POSITIVE PATTERNS OF THE AFFECTED |
| | SITES.ACCORDINGLY, DEVELOPERS, |
| | CONTRACTORS, AND OWNERS OF ALL NEW |
| | RESIDENTIAL DEVELOPMENET, 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 PROFESSIONALY |
| | 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. |
| | |
| | 9) 109.3.10.1 HURICANE PROTECTION. |
| | IT SHALL BE UNLAWFUL FOR ANY PERSON TO |
| | ALLOW CONSTRUCTION RELATED MATERIALS |
| | EQUIPMENET 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 |
| | HIGHWINDS. |
| | 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. |
| | |
| | 10) 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. |
| | C) THE TYPE OF CONSTRUCTION AS DEFINED |
| | IN CHAPTER 6, TABLE 601. |
| | 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. |
| | |
| | 11)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. |
| | |
| | 12) 1802.2.1 QUESTIONABLE SOIL. |
| | 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) FBC 13-400.3.ABC.3 FORMS ENERGY |
| | COMPLIANCE FORMS:FORMS REFERENCED IN |
| | TABLE 400.3.ABC.3 SHALL BE USED TO |
| | DEMONSTRATE CODE COMPLIANCE WITH THIS |
| | CHAPTER. CLIMATE ZONES ARE LISTED BY |
| | COUNTY AND CITY IN APPENDIX 13-A OF THIS |
| | CHAPTER. |
| | |
| | 14)BEFORE A PERMIT TO CONSTRUCT CAN |
| | BE ISSUED, IMPACT FEES MUST BE PAID TO |
| | PALM BEACH CO.,THE PERMIT PLANS STAMPED |
| | BY THEM AND THE RECEIPT ATTACHED TO THE |
| | PERMIT APPLICATION. IF BUILDINGS ARE |
| | BEING DEMOLISHED FROM THIS SITE NOTE |
| | TAKE THE IMPACT FEE CREDIT FOR THE |
| | DEMOLISHED BUILDING. |
| | |
| | 15)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) FL BLD CODE 1609.1.4: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) WINDOWS FIXED OR OPERABLE |
| | B) EXTERIOR DOORS GLAZED OR NOT |
| | C) COMPONENTS & CLADDING TRUSS ANCHORS |
| | D) ROOFING ASSEMBLIES |
| | E) STORM SHUTTERS IF WINDOWS DO NOT |
| | HAVE LARGE MISSLE TESTING. |
| | |
| | 17) S202 WIND DESIGN, NOTE DESIGNED TO |
| | THE HIGH VELOCITY WIND ZONE REQUIRED IN |
| | DADE AND BROWARD BUT NOT PALM BEACH |
| | COUNTY.MISSING THE APPLICABLE ENCLOSURE |
| | CLASSIFICATIONS AND, IF DESIGNING WITH |
| | ASCE 7, INTERNAL PRESSURE COEFFICIENT |
| | 1603.1.4(4). |
| | |
| | 18) A200 THE FRONT DOOR ND01 IS |
| | INDICATED AS (2) 2'-6" DOORS:1008.1.1 |
| | SIZE OF DOORS. |
| | THE MINIMUM WIDTH OF EACH DOOR OPENING |
| | SHALL BE SUFFICIENT FOR THE OCCUPANT |
| | LOAD THEREOF AND SHALL PROVIDE A CLEAR |
| | WIDTH OF NOT LESS THAN 32 INCHES (813 |
| | MM). CLEAR OPENINGS OF DOORWAYS WITH |
| | SWINGING DOORS SHALL BE MEASURED BETWEEN |
| | THE FACE OF THE DOOR AND THE STOP, WITH |
| | THE DOOR OPEN 90 DEGREES (1.57 RAD). |
| | WHERE THIS SECTION REQUIRES A MINIMUM |
| | CLEAR WIDTH OF 32 INCHES (813 MM) AND A |
| | DOOR OPENING INCLUDES TWO DOOR LEAVES |
| | WITHOUT A MULLION, ONE LEAF SHALL |
| | PROVIDE A CLEAR OPENING WIDTH OF 32 |
| | INCHES (813 MM). |
| | |
| | 19) A100 SCOPE OF WORK INDICATES THERE |
| | TOO BE TWO UTILITY STUB OUTS FOR 2 |
| | ACCESSIBLE RESTROOMS. WILL THE RESTROOM |
| | WALLS BE PART OF THIS PERMIT? IF SO |
| | INDICATE ON PLAN. |
| | |
| | 20A) PLANS A201 INDICATE A 1 HR RATED |
| | CEILING IN THE FUTURE MERCANTILE, FIRST |
| | FLOOR PROVIDE UL OR GYPSUM ASSOC NUMBER. |
| | |
| | 20B) PLANS INDICATE MERCANTILE FUTURE |
| | A/C, AT THAT TIME THE FIRE RATED CEILING |
| | WILL REQUIRE FIRE DAMPERS WHEN THE DUCT |
| | PENETRATES THE CEILING. |
| | |
| | 21) SITE PLAN |
| | 21A) PROVIDE A DETAIL AS TO THE |
| | ACCESSIBLE ROUTE INTO THE FIRST FLOOR |
| | FOR THE HANDICAPPED, IT APPEARS THAT THE |
| | HANDICAPPED ACCESS AISLE RUNS DIRECTLY |
| | INTO A 1'-4" COLUMN. |
| | |
| | 21B) THE SECOND FLOOR UNIT DECENDS TO A |
| | LANDING ON THE INTERIOR OF THE BUILDING |
| | BUT THE SITE PLAN DOESN'T INDICATE A |
| | LANDING ON THE EXTERIOR? |
| | |
| | 22) THE SECOND FLOOR UNIT IS A R-2 |
| | OCCUPANCY, THE MINIMUM DOORWAY FOR ND 03 |
| | AND ND 04 IS 32" CLEAR 1008.1.1 PART OF |
| | A MEANS OD EGRESS. |
| | |
| | 23) A402 STAIRWELL AND HANDRAIL, STAIRS |
| | WILL REQUIRE HANDRAILS ON BOTH WALLS, |
| | 1009.11 HANDRAILS . STAIRWAYS SHALL HAVE |
| | HANDRAILS ON EACH SIDE. HANDRAILS SHALL |
| | BE ADEQUATE IN STRENGTH AND ATTACHMENT |
| | IN ACCORDANCE WITH SECTION 1607.7. |
| | |
| | 24)A402 THE HANDRAIL AT THE BOTTOM OF |
| | THE STAIRWELL:1009.11.5 HANDRAIL |
| | EXTENSIONS. |
| | HANDRAILS SHALL RETURN TO A WALL, GUARD |
| | OR THE WALKING SURFACE OR SHALL BE |
| | CONTINUOUS TO THE HANDRAIL OF AN |
| | ADJACENT STAIR FLIGHT. WHERE HANDRAILS |
| | ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE |
| | HANDRAILS SHALL EXTEND HORIZONTALLY AT |
| | LEAST 12 INCHES (305 MM) BEYOND THE TOP |
| | RISER AND CONTINUE TO SLOPE FOR THE |
| | DEPTH OF ONE TREAD BEYOND THE BOTTOM |
| | RISER. |
| | |
| | 25) A401 & A402 NOTE# 11, WRONG CODE |
| | SECTION OUT OFTHE 2001 FBC. |
| | |
| | 26) A3.00 NORTH ELEVATION, SECOND STORY |
| | OVER THE ALLOWABLE 10 % UNPROTECTED |
| | OPENINGS. FLOOR TO CEILING X LENGTH OF |
| | BUILDING = 374 SQ FT X 10%= 37.4 OF |
| | UNPROTECTED OPENINGS. SEE TABLE 704.8 & |
| | SECTION 704.8. |
| | |
| | 27) S201 STAIRWELL, EXPLAIN THE 2X12 |
| | LEDGER THE ENTIRE LENGTH OF THE |
| | STAIRWELL? |
| | |
| | 28) S203 SECTION 1 & 2, THE SECOND STORY |
| | FLOOR SYSTEM IS MISSING THE FIRE STOP AT |
| | THE CEING LINE. NOTE OCCUPANCY |
| | SEPERATION TO BE 1 HR RATED!SECTION 711 |
| | HORIZONTAL ASSEMBLIES,712.3.1.2 |
| | THROUGH-PENETRATION FIRESTOP SYSTEM. |
| | THROUGH PENETRATIONS SHALL BE PROTECTED |
| | BY AN APPROVED PENETRATION FIRESTOP |
| | SYSTEM INSTALLED AS TESTED IN ACCORDANCE |
| | WITH ASTM E 814 OR UL 1479, WITH A |
| | MINIMUM POSITIVE PRESSURE DIFFERENTIAL |
| | OF 0.01 INCH (2.49 PA) OF WATER AND |
| | SHALL HAVE AN F RATING OF NOT LESS THAN |
| | THE REQUIRED FIRE-RESISTANCE RATING OF |
| | THE WALL PENETRATED. |
| | 717.2 FIREBLOCKING. |
| | IN COMBUSTIBLE CONSTRUCTION, |
| | FIREBLOCKING SHALL BE INSTALLED TO CUT |
| | OFF CONCEALED DRAFT OPENINGS (BOTH |
| | VERTICAL AND HORIZONTAL) AND SHALL FORM |
| | AN EFFECTIVE BARRIER BETWEEN FLOORS, |
| | BETWEEN A TOP STORY AND A ROOF OR ATTIC |
| | SPACE. FIREBLOCKING SHALL BE INSTALLED |
| | IN THE LOCATIONS SPECIFIED IN SECTIONS |
| | 717.2.2 THROUGH 717.2.7 |
| | |
| | 29) THE SAME SITUATION SECOND FLOOR |
| | CEILING/ ROOF ASSEMBLY IS MISSING FIRE |
| | BLOCKING AT THE CEILING LINE.717.2.7. |
| | |
| | 30) S204 SECTION# 4, PROVIDE STEEL SIZE |
| | AND SPACING FOR 2ND FLOOR CONCRETE DECK. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL (561)805-6715 |
| | |
