| Date |
Text |
| 2005-10-05 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 05080676 |
| | ADD: 719 EXECUTIVE CENTER DR |
| | (TOWNHOUSE #7) |
| | CONT: THE WEITZ CO. |
| | TEL: (561)686-5511 |
| | CELL:(954)675-4302 |
| | |
| | ARCHITECT: ACI ARCHITECRTURALGROUP |
| | PAUL M. TWITTY |
| | TEL:(561)832-5599 |
| | STRUC ENGINEER: ONM&J |
| | PHILLIP RIZZO |
| | TEL:(561)835-9994 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) 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) 105.8* PROVIDE NOC RECORDED WITH THE |
| | CLERK OF COURT BEFORE A PERMIT CAN BE |
| | ISSUED. |
| | |
| | 3A)109.3.7*THIS PARTICUAL TYPE OF |
| | BUILDING WILL REQUIRE A SPECIAL |
| | INSPECTOR, FOR THE MID RISE AND HIGH |
| | RISE A THRESHOLD INSPECTOR SHALL BE |
| | REQUIRED, WILL THIS BE THE SAME PERSON |
| | OR WILL THERE BE TWO INDIVIDUALS? |
| | FORMS WILL NEED TO BE FILLED OUT FOR THE |
| | SPECIAL INSPECTOR, CONTACT HAROLD |
| | PISKURA, INSPECTION SERVICES MANAGER @ |
| | (561)805-6711 TO SEET UP AN APPOINTMENT. |
| | 3B) SINCE THERE WILL BE A ON SITE |
| | INSPECTOR (3) |
| | |
| | |
| | 4) 106.3.3* PRODUCT APPROVALS. THOSE |
| | PRODUCTS WHICH ARE REGULATED BY DCA RULE |
| | 9B-72 SHALL BE REVIEWED AND APPROVED IN |
| | WRITTING BY THE DESIGNER OF RECORD PRIOR |
| | TO SUBMITTAL FOR " JURISDICTIONAL |
| | APPROVAL", (LOCAL PRODUCT APPROVAL). |
| | |
| | 5) SITE PLAN NEEDS TO BE SUBMITTED TO |
| | ADDRESSING PERSONEL JOHN HIGGINS FOR |
| | ADDRESSING AS WELL AS NEW PLAT MAP FOR |
| | THE COMBINATION OF LOTS. JOHN HIGGINS |
| | CONTACT NUMBER IS (561)822-1239. |
| | |
| | 6) THE TERM TOWNHOUSE TO DESCRIBE THIS |
| | TYPE OF BUILDING RAISES CONCERNS: |
| | 6A) THE DEFINITION USED UNDER THE 2004 |
| | FL BLDG CODE IS LOCATED UNDER 705.4.1.1. |
| | WHICH REQUIRES ZERO CLEARENCE FROM |
| | PROPERTY LINES. REMOVE THIS TERM FROM |
| | ALL DOCUMENTS SUBMITTED FOR PERMITTING. |
| | |
| | 6B) THERE IS A DISCREPANCY IN THE PLANS |
| | SINCE THE BOUNDRY SURVEY FOR PARCEL# 7, |
| | ONLY INDICATES 2 LOTS PARCEL 1&2. FOR |
| | TOWNHOUSES EACH UNIT WILL REQUIRE |
| | INDIVIDUAL PROPERTY CONTROL NUMBERS |
| | WITH ASSOCIATED PROPERTY LINE. |
| | 6C) THE SURVEY DOES SHOW 2 SEPERATE LOTS |
| | WHICH APPEAR TO CUT THROUGH BULDING "B" |
| | AND BUILDING "C". A UNITY OF TITLE SHALL |
| | BE REQUIRED, TABLE 601 AND 602. |
| | 6D) THERE IS ANOTHER DISCREPANCY IN HOW |
| | THE BUILDINGS ARE DESCIBED. PLANS |
| | INDICATE BUILDINGS A-G, WHEEEREAS THE |
| | APPLICATION DESCIPTION IS |
| | "TOWNHOUSE # 7". |
| | |
| | 7) ENERGY COMPLIANCE FORMS: |
| | 7A) REMOVE THE WORDING "TOWNHOMES" |
| | 7B) UPDATE FORM TO FORM 600A-04 |
| | 7C) LINE# 3 CORRECT FROM SINGLE FAMILY |
| | TO MULTI-FAMILY |
| | 7D) CHECK THE CLIMATE ZONE BOX FOR PALM |
| | BEACH COUNTY. |
| | |
| | 8) GEOTECHNICAL REPORT THAT WORK WAS |
| | PREFORMED BY ARDAMAN NEEDS TO BE AN |
| | ORIGINAL WITH SIGNATURE AND RAISED SEAL. |
| | 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 |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | |
| | 9A) SHEET A5.1.2 WALL SECTIONS DO NOT |
| | INDICATE WHAT TYPE OF TERMITE TREATMENT |
| | FOR SOILS WILL BE USED, SEE 1816.1. |
| | 9B) THIS SAME SHEET INDICATES THE USE OF |
| | A VAPOR BARRIER, MUST BE A MINIMUM OF 6 |
| | MIL TO BE USED WITH CHEMICALLY TREATED |
| | TERMITE TREATMENT FOR SOILS BENEATH |
| | SLAB.1806.1.4. |
| | 9C) 1816.1.6 IF SOIL TREATMENT IS USED |
| | FOR SUBTERRANEAN TERMITE PREVENTION, |
| | CHEMICAL SOIL TREATMENT SHALL BE APPLIED |
| | UNDER ALL EXTERIOR CONCRETE OR GRADE |
| | WITHIN 1 FT OF THE PRIMARY STRUCTURE |
| | SIDEWALLS. |
| | |
| | 10) SHEET A6.1.1: |
| | 10A) THE WALL SECTIONS DO NOT INDICATE |
| | COMPLIANCE WITH ATTIC VENTILATION |
| | REQUIREMENTS FOUND IN 1203.2. |
| | PLEASE INDICATE COMPLIANCE. |
| | 10B) THE DETAILS LISTED 1-3 ARE VARIOUS |
| | CUT SECTIONS THROUGH THE ROOF |
| | SHEATHING, IN THE 3 DETAILS THE |
| | PLANS REVEAL 2 TYPES OF MATERIALS |
| | TO BE INSTALLED AND 3 THICKNESSES. |
| | PLEASE CORRECT ALL DETAILS TO THE |
| | SAME MATERIAL & THICKNESS. |
| | 10C) WHERE THE DETAIL #1 ABOVE DECLARED |
| | USING A HIGH DENSITY 1/2" |
| | SUBSTRATE. TABLE 2304.7(5) FOOTNOTE |
| | (D) LIMITS THE USE OF ROOF |
| | SHEATHING TO 19/32" WOOD STRUCTURAL |
| | PANELS IN WIND REGIONS OF 110 - |
| | 140MPH, EXPOSURE B. |
| | 10D) DETAILS 8&9 INDICATE THE USE IT |
| | APPEARS TO BE A TYPE-O "AND" THE |
| | SOFFIT DETAILS APEAR TO HAVE (2) |
| | LAYERS OF COMPLETE INSTALLATION, |
| | THE AND MAYBE SHOULD HAVE BEEN A |
| | "OR".(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. |
| | 10E) DETAIL# 6 EXT WALL AND FLOOR TRUSS |
| | MISSING THE FIRESTOPPING SEPERATING |
| | VERTICAL & HORIZONTAL AREAS.717.2.3 |
| | DETAIL# 11 MISSING FIRE STOPPING AT |
| | TOP OF WALL TO ROOF TRUSSES. |
| | 10F) DETAIL # 17 INDICATES THE USE OF |
| | A MUD DOWN ROOF TILE SYSTEM. PROVIDE |
| | A FL STATE APPROVAL COVERSHEET WITH |
| | THE ASSOCIATED NOA REPORT. ALSO |
| | PROVIDE THE TYPE OF UNDERLAYMENT TO |
| | BE USSED. |
| | |
| | 11) SHEET A4.1.1: |
| | 11A) PLANS DO NOT REFLECT THE |
| | REQUIREMENTS FOR DRAFTSTOPPING, SEE |
| | SECTIONS: 717.3.2 FOR FLOOR/ CEILING |
| | ASSEMBLIES & 717.4 FOR IN ATTICS. |
| | NOTE THE SLEEPING UNIT SEPERATION. |
| | 11B) MISSING INFORMATION ON THE ATTIC |
| | ACCESS REQUIEMENTS 1209.2. |
| | |
| | 12A)SHEET A4.1.1 TH-7 THE SECOND FLOOR |
| | BEDROOM# 2 WINDOWS LABELED "D" ARE |
| | |
| | EMERGENCY EGRESS WINDOWS REQUIRING |
| | 5.7 SQ FT CLEAR OPENING OF VENT |
| | OPENING 1025.2. |
| | 121B) THE WINDOW WIDTHS AND HEIGHTS ON |
| | THE A4.1.1 DO NOT MATCH THE WINDOW |
| | HEIGHTS LISTED IN THE NOA SUBMITTED. |
| | 12C) A4.1.1 NOR A4.2.1. DO NOT INDICATE |
| | THE USEOF LARGE MISSLE TESTED |
| | GLAZING IN THE WINDOWS OR DOORS. |
| | 12D) NOTE FOR THE 3 BEDROOM UNIT THE |
| | EGRESS WINDOWS CURRENTLY WORK BUT |
| | WHEN THEY ARE RESIZED TO THE |
| | MANUFACTURERS SIZES THEY MAY NOT |
| | MAKE THE 5.7 SQ FT.1 |
| | |
| | 13) P2.1.1 CONDENSATE DRAINS: |
| | 1503.6 PROTECTION AGAINST DECAY & |
| | TERMITES. CONDENSATE LINES & ROOF DOWN |
| | SPOUTS SHALL DISCHARGE AT LEAST 1 FT. |
| | AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EX- |
| | TENSIONS, OR SPLASH BLOCKS. |
| | |
| | 14A) S-1.7 SLAB ON GRADE PROVIDE NOTE |
| | FOR: FL BLDG 1911.2(EXEPTION# 2) |
| | CONCRETE SLABS ON GRADE CONTAINING |
| | 6X6/ W1.4XW1.4 WELDED WIRE |
| | REINFORCEMENT FABRIC LOCATED IN THE |
| | MIDDLE TO THE UPPER 1/3RD OF THE SLAB |
| | SHALL BE SUP- PORTED BY APPROVED |
| | MATERIALS OR SUPPORTS AT SPACING NOT |
| | TO EXCEED 3 FT OR IN ACCORDANCE WITH |
| | MANUFACTURER'S SPEC. |
| | 14B) THE 2ND FLOOR FRAMING PLAN LOOKS AS |
| | |
| | IF THERE IS A COLUMN IN EACH OF THE |
| | UNITS BUT THERE IS NO DESIGNATION? |
| | |
| | 15A) S-2 ROOF/ WIND LOAD SCHEDULE, THE |
| | DIAGRAPMS INDICATE A GABLE ROOF WITH |
| | 0-10 DEGREES, ALTHOUGH THE SCHEDULE |
| | IS FOR 10-30 DEGREES, DELETE THE |
| | DIAGRAPM THAT WILL NOT BE USED IN THE |
| | |
| | ROOF SCHEDULE. |
| | 15B) S-2 ROOF/ WIND LOAD SCHEDULE; |
| | NOTE# 1 CHANGE TO 2004 FL BLDG CODE. |
| | |
| | 16) S-2 TYPICAL WOOD BUCK DETAIL NOTE |
| | INDICATES 2001 FL BLDG CODE, CORRECT. |
| | |
| | 17A) S-2 TRUSS ANCHOR "E" LOAD TO BE |
| | REDUCED TO 11,150. |
| | 17B) FASTENERS "K& L" INDICATE SEE |
| | DETAIL THIS SHEET, WHERE? |
| | |
| | 18) S-4.7 PROVIDE EXPLANATION AS TO WHY |
| | THE INTERIOR ZONE CONTINUES TO WITHIN |
| | 1'-6" OF THE CORNERS? SEE REAR AND SIDE |
| | ELEVATIONS, WHAT HAPPENED TO THE END |
| | ZONES? SEE 1609.6.3, ALSO FIGURE 1606.6B |
| | SEE WIND DIRECTION RANGE (A) AND (2A). |
| | |
| | 19) 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 |
| | |
| | |
| | |
| | 20) PRODUCT APPROVALS SUBMITED ARE ONLY |
| | ONE SET, THE APPROVALS SUBMITTED HAVE |
| | REPORTS FOR BOTH LARGE AND REPORTS FOR |
| | SMALL MISSLE IMPACT GLAZING. GLAZED |
| | OPENINGS ZERO -30 FT REQUIRE LARGE |
| | MISSLE IMPACT GLAZING, OR SHUTTERS. |
| | SINCE THIS IS CONDOS AND A LARGE PROJECT |
| | IF SHUTTERS ARE TO BE USED APPROVAL FROM |
| | THE BUILDING OFFIICAL WILL BE REQUIRED. |
| | SEE THE BUILDING OFFICIALS |
| | INTERPRETATION OF CODE. SEE QUESTION 13 |
| | & 14 OF INTERPRETATION OF STANDARDS. |
| | **************************** |
| | (13) RECOGNIZING SUCH CONCERNS AS |
| | ABSENTEE OWNERS, OR CASES WHERE LONGER |
| | TIME & EFFORT IS NECESSARY TO SECURE |
| | SHUTTERS ON LARGE OR MULTI-STORY |
| | BUILDINGS, WHAT MEASURES ARE BEING |
| | RECOMMENDED OR IMPLEMENTED TO ENSURE |
| | THAT COMPLETE INSTALLATION OR SECURING |
| | IS DONE SUFFICIENTLY IN ADVANCE OF THE |
| | HURRICANE EVENT? |
| | (13) ANSWER: IN MATTERS CONCERNING |
| | PUBLIC SAFETY, HEALTH, AND THE GENERAL |
| | WELFARE NOT SPECIFICALLY ADDRESSED IN |
| | THE CODE SECTION 104.1* FLORIDA BUILDING |
| | CODE, 2004 EDITION, PROVIDES THE ABILITY |
| | FOR THE BUILDING OFFICIAL TO IMPLEMENT |
| | REQUIREMENTS FOR ENSURING STABILITY, |
| | STRENGTH, AND PROPER OPERATION OF |
| | EXISTING & NEW BUILDINGS. |
| | IN ORDER TO ASSURE THE SECURING OF |
| | SHUTTERS ON LARGE OR MULTI-STORY |
| | BUILDING, OR MULTIPLE BUILDINGS ON THE |
| | SAME PROPERTY, PRE-STORM PREPARATION |
| | PLANS MUST BE SUBMITTED BY THE PROPERTY |
| | OWNERS OR MANAGING AGENTS FOR REVIEW BY |
| | THE CONSTRUCTION SERVICES DEPARTMENT. |
| | ANY SUCH PLAN SHALL INCLUDE, AT A |
| | MINIMUM, ON-SITE LOCATION OF SHUTTERS, |
| | PARTY RESPONSIBLE FOR SECURING THE |
| | SHUTTERS (SAID PARTIES MUST BE LOCATED |
| | WITHIN PALM BEACH COUNTY), TOTAL NUMBER |
| | OF OPENINGS TO BE PROTECTED AND TOTAL |
| | TIME REQUIRED TO SECURE ALL OPENINGS. |
| | PROTECTION OF OPENINGS SHALL BE |
| | ACCOMPLISHED WITHIN TWELVE (12) HOURS OR |
| | LESS OF THE OFFICIAL NOTIFICATION BY THE |
| | NATIONAL WEATHER SERVICE OF A HURRICANE |
| | WATCH. |
| | PROVISIONS IN THE BUILDING CODES |
| | (AND THIS STANDARD) ARE NOT INTENDED TO |
| | PROHIBIT THE USE OF ALTERNATIVE |
| | MATERIALS AND METHODS, AND ALLOW THE |
| | BUILDING OFFICIAL TO REVIEW AND APPROVE |
| | ANY ALTERNATE DEEMED EQUIVALENT IN |
| | QUALITY, STRENGTH, EFFECTIVENESS, FIRE |
| | RESISTANCE, DURABILITY AND SAFETY |
| | PRESCRIBED BY CODE. BASED UPON THIS CODE |
| | PROVISION, ACCEPTANCE OF ALTERNATE |
| | MATERIALS AND METHODS MAY BE APPROVED ON |
| | A CASE-BY-CASE BASIS AND SHALL REQUIRE |
| | SUFFICIENT EVIDENCE OR PROOF TO |
| | SUBSTANTIATE ANY CLAIM MADE REGARDING |
| | THE ALTERNATE. |
| | |
| | (14)ARE REMOVABLE STORM PANELS |
| | APPROPRIATE FOR USE ON VERY LARGE, MID |
| | OR HIGH-RISE STRUCTURES? |
| | (14) ANSWERS: NO, EXCEPT ON THE |
| | GROUND FLOOR. ON COMMERCIAL AND |
| | MULTI-UNIT RESIDENTIAL STRUCTURES, ABOVE |
| | THE FIRST LEVEL, IMPACT RESISTANT |
| | GLAZING OR PERMANENTLY AFFIXED |
| | PROTECTIVE DEVICES SHALL BE INSTALLED. |
| | PERMANENTLY AFFIXED PROTECTIVE DEVICES |
| | SHALL REQUIRE THE WRITTEN APPROVAL OF |
| | THE BUILDING OFFICIAL. |
| | ************************** |
| | |
| | |
| | 21) FL BLD CODE 1609.6.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A)FRONT ENTRY DOOR |
| | B) LOUVER DOOR |
| | C) TRUSS ANCHORS |
| | D) STORM SHUTTERS |
| | E) ROOFING ASSEMBLIES |
| | |
| | 22) THIS ROOF IS MISSING OR NOT IN |
| | COMPLIANCE WITH THE FOLLOW ITEMS: |
| | _X__ WRONG REPORT. |
| | _X__ CONTRACTOR DID NOT PROVIDE THE MEAN |
| | ROOF HEIGHT. |
| | _X__ CONTRACTOR DID NOT INDICATE THE |
| | ROOF PITCH. |
| | _X__ TYPE OF UNDERLAYMENT TO BE USED. |
| | _X__ TYPE OF TILE TO BE USED. |
| | _X__ TYPE OF FASTENING SYSTEM. |
| | _X__ REPORT SUBMITTED TO SMALL TO READ. |
| | |
| | 23) 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. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
