| Date |
Text |
| 2004-12-15 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT:04111429 |
| | ADD:1900 PALM BCH LAKES BLVD |
| | CONT:***PLAN REVIEW*** |
| | SHAH DROTOS & ASSOC |
| | TEL: (954)943-9433 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: |
| | |
| | 1) BEFOREA PERMIT CAN BE ISSUED A |
| | RECORDEDNOTICE OF COMMENCEMENT WILL |
| | BE |
| | REQUIRED. |
| | |
| | 2)FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | WHERE THE BEARING CAPACITY OF THE SOIL |
| | IS NOT DEFINITLY KNOWN OR IS IN |
| | QUESTION |
| | THE BUILDING OFFICIAL MAY REQUIRE |
| | EXPLOR |
| | ATIONS, TEST OR OTHER ADEQUATE PROOF AS |
| | TO THE PERMISSIBLE SAFE BEARING |
| | CAPACITY. REQUIRED TEST AND RECOMMENDA- |
| | TIONS SUBMITTED TO VERIFY BEARING CAPA- |
| | CITY SHALL BE CERTIFIED BY A GEOTECH- |
| | NICALREPORT FROM A DESIGN PROFESSIONAL |
| | PROPERLY LICENSED IN THE STATE OF |
| | FLORIDA. |
| | |
| | 3) FL BLD CODE CHAP 13 ENERGY EFFICENCY |
| | PROVIDE ENERGY CALS/ W MANUAL "J" |
| | |
| | 4) FOR PLANS SUBMITTED UNDER"PERMIT |
| | SET" |
| | 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 |
| | |
| | 5) SITE IS LOCATED IN A "FIRE |
| | DISTRICT", |
| | F102.1 NO TYPE VI CONSTRUCTION ALLOWED |
| | SEES701 DETAIL (2) EXTERIOR WALL OUT |
| | OF COMBUSTIBLES. |
| | |
| | 6 ) FBC* F102.2.8PERMANENT CANOPIES/ |
| | AWNINGS AND THEIR SUPPORTS, ON |
| | BUILDINGS |
| | LOCATED IN THE FIRE DISTRICT, SHALL BE |
| | OF NON-COMBUSTIBLE MATERIAL, FIRE |
| | RETARDANT TREATED WOOD, WOOD OF TYPE |
| | III |
| | SIZES OR OF 1-HOUR RESISTANT |
| | CONSTRUCTION.ANNOTATE THE PLANS TO |
| | DEMONSTRATE COMPLIANCE. |
| | |
| | 7 ) FBC* F102.2.4ROOF COVERINGS, ON |
| | BUILDINGS LOCATED IN THE FIRE DISTRICT, |
| | SHALL CONFORM TO THE REQUIREMENTS OF |
| | CLASS A OR B ROOF COVERINGS, AS DEFINED |
| | IN FBC 1505.ANNOTATE THE PLANS TO |
| | DEMONSTRATE COMPLIANCE. |
| | |
| | 8) FBC* F102.2.7ARCHITECTURAL TRIM, |
| | ON |
| | BUILDINGS LOCATED IN THE FIRE DISTRICT, |
| | SHALL BE CONSTRUCTED OF APPROVED |
| | NON-COMBUSTIBLE MATERIALS OR FIRE |
| | RETARDANT TREATED WOOD.ANNOTATE THE |
| | PLANS TO DEMONSTRATE COMPLIANCE. |
| | |
| | 9) CORRECTION OF GENERAL NOTES & CODE |
| | COMPLIANCE, CONSTRUCTION TYPE: |
| | TYPE V UNSPRINKLERED NOT "B" |
| | |
| | 10) DOOR # 100 PROVIDE INFORMATION ON |
| | THIS BEING A ACCESSIBLE DOOR AS WELL AS |
| | A FIRE EXIT. THIS DOOR APPEARS TO BE A |
| | HORIZONTAL SLIDING DOOR, IS THIS POWER |
| | ACTIVATED? SEE 1012.4. |
| | |
| | 11) CE-3 SOUTH WALL OF BLDG IS LOCATED |
| | AT 15'-0" FROM PROPERTY LINE, 705.1.1.2 |
| | OPENING PROTECTIVES, EVERY WALL WITHIN |
| | 15'-0" OF A PROPERTY LINE SHALL BE |
| | EQUIPPED WITH APPROVED OPENING |
| | PROTECTIVES. |
| | |
| | 12) A4.0 DETAILS 1& 2 TO COMPLY WITH: |
| | 2111.1.9*PROVIDE A 1 1/2" RECESS |
| | FOR A WATERSTOP. FLOOR/ WALL. |
| | |
| | 13) CORRECT BASES OF DESIGN UNDERS101 |
| | A) 2001 FLORIDA BUILDING CODE |
| | B) WIND EXPOSURE "B" IF DESIGNED TO |
| | "C" HIGHER WIND PRESSURES WILL BE |
| | TAKEN. |
| | |
| | 14) LOCAL AMENMENTS FOR ROOF SHEATHING: |
| | TABLE 2306.1 PALM BEACH COUNTY |
| | AMENDMENTS |
| | ROOF SHEATHING NAILING REQUIREMENTS |
| | |
| | ZONE 1 & 28D COMMON |
| | 6" EDGES & 6" INTERMEDIATES |
| | |
| | ZONE 38DCOMMON |
| | 4" EDGES & 6" INTERMEDIATES |
| | |
| | 15) 1606.2.4 MAIN WIND FORCE RESISTING |
| | SYSTEM- PLANS DO NOT INDICATE A ROOF |
| | FRAMING PLAN AND TRUSS ANCHOR SCHEDULE |
| | INDICATING THE POSITIVE , NEGATIVE AND |
| | HORIZONTAL FORCES ACTING AGAINST THE |
| | TRUSSES. |
| | |
| | 16) 1707.3.1 JOIST HANGERS, FRAMING |
| | ANCHORS & SIMILAR DEVICES SHALL BE |
| | TEST- |
| | ED IN ACCORDANCE W/ ASTM D 1761 & BE |
| | LABELED AND LISTED FOR THEIR LOAD |
| | CARRY- |
| | ING CAPACITY. |
| | |
| | 17)FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) WINDOWS |
| | B) MULLIONS |
| | C) EXTERIOR GLAZED DOORS |
| | D) TRANSOMS |
| | E) STORM SHUTTERS/ IF LARGE MISSLE |
| | |
| | GLAZING IS NOT USED |
| | F) ROOFING ASSEMBLIES |
| | G) TRUSS ANCHORS |
| | 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 |
| | |
| | 18)PROVIDE STORM PANEL INFORMATION WITH |
| | INSTALLATION SCHEDULE AND KEY PLAN WITH |
| | SPECIFIC ANCHORS AND MOUNTING TO BE |
| | USED |
| | FOR ALL NON-IMPACT GLAZING.FBC |
| | 1606.1.4. |
| | |
| | 19)FL BLD CODE 2001 SECTION 103.6, |
| | 1606.1.4, 1707.4 & 3401.7.2.4. |
| | PROCEDURES: 1(B) A COMPLETE |
| | INSTALLATION |
| | SCHEDULE SUMMARIZING & IDENTIFYING |
| | OPENING SIZES, STORY HEIGHTS, UNIT MARK |
| | NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM |
| | BAR REINFORCING REQUIREMENTS, WALL |
| | PRES- |
| | SURE ZONES, SLAT TYPES, ETC., SHALL BE |
| | SUBMITTED AT TIME OF PERMIT APPLICATION |
| | TO FACILITATE PLAN REVIEW AND PERMIT |
| | ISSUANCE. |
| | |
| | 20)1707.4.5.1 MULLIONS OCCURRING |
| | BETWEEN |
| | INDIVIDUAL WINDOW AND GLASS |
| | DOOR ASSEMBLIES. TESTING REPORTS ARE |
| | REQUIRED BY AN APPROVED TESTING |
| | LABORATORY OR BE ENGINEERED. |
| | |
| | 21)1707.4.5.2 MULLIONS SHALL BE DESIGN- |
| | ED TO TRANSFER THE DESIGN PRESSURE |
| | LOADS |
| | APPLIED BY THE WINDOW OR DOOR |
| | ASSEMBLIES |
| | TO THE ROUGH OPENING SUBTRATE. |
| | |
| | 22) 1707.4.3 EACH EXTERIOR DOOR |
| | ASSEMBLY |
| | NOT COVERED BY 1707.4.2 |
| | (GLAZED DOORS) SHALL BE LISTED AND |
| | TEST- |
| | ED FOR A PERIOD EQUAL TO THE QUANITY |
| | 3600/ V WHERE THE TIME PERIOD IS IN |
| | SECTIONS AND V IS IN MILES PER HR TAKEN |
| | FROM FIGURE 1606. THE TIME PERIOD SHALL |
| | ALSO INCLUDE A 10 SECOND PERIOD AT A |
| | LOAD EQUAL TO 1.5 TIMES THE DESIGN |
| | PRESSURE. DADE COUNTY & SBCCI REPORTS |
| | ARE ACCEPTED. |
| | |
| | 23) 1204.2 SURROUNDING MATERIALS; |
| | THE WALLS & FLOORS OF ALL PUBLIC REST- |
| | ROOMS SHALL BE LINED WITH NONABSORBANT |
| | MATERIALS TO A HEIGTH OF 4'-0" ABOVE THE |
| | FLOOR. |
| | 24) SHEET M-2 INDICATES ROOF TOP UNITS: |
| | 1511.7 ROOF MOUNTED MECHANICAL UNIT S |
| | SHALL BE MOUNTED ON CURBS RAISED A |
| | MINIMUM OF 8 INCHES ABOVE THE ROOF SUR- |
| | FACE, OR WHERE ROOFING MATERIALS EXTEND |
| | BENEATH THE UNIT, ON RAISED EQUIPMENT |
| | SUPPORTS PROVIDING A MINIMUM CLEARENCE |
| | HEIGHT IN ACCORDANCE WITH TABLE 1511.7. |
| | MECH. 301.13 WIND RESISTANCE MECHANICAL |
| | EQUIPMENT, APPLIANCES AND SUP PORTS THAT |
| | ARE EXPOSED TO WIND SHALL BE DESIGNED |
| | AND INSTALLED TO RESIST THE WIND |
| | PRESSURES ON THE EQUIPMENT & THE |
| | SUPPORTS AS DETERMINED IN ACCORDANCE |
| | WITH THE FL BLD CODE. THIS MAY BE ACCOMP |
| | LISHED BY DESIGN OR BY APPLICATION OF |
| | SECTION 301.13.1. |
| | |
| | 25)1503.4.4 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. |
| | |
| | 26)1503.4.2 OVERFLOW DRAINS SHALL BE THE |
| | SAME SIZE AS ROOF DRAINS, INSTALLED WITH |
| | THE INLET FLOW LINE LOCATED 2" ABOVE THE |
| | LOWEST POINT OF THE ROOF LINE. OVERFLOW |
| | SCUPPERS SHALL BE A MINIMUM OF 4"IN |
| | HEIGTH AND SHALL BE PLACED IN WALLS OR |
| | PARARETS WITH THE INLET FLOW LINE |
| | NOT LESS THAN 2" ABOVE THE ROOF |
| | SURFACE. |
| | |
| | 27)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. |
| | THE EXISTING BUILDING WILL BE |
| | DEMOLISHED, REQUIRE A CERTIFICATE OF |
| | COMPLETION FOR THE DEMOLITION WORK. IN |
| | DOING THIS YOU SHALL RECEIVE A CREDIT AT |
| | TIME OF IMPACT FEE ASSESSMENT. |
| | |
| | |
| | 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. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
