| Date |
Text |
| 2004-07-29 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 04031716 |
| | ADD: 507 24TH ST/ 508 25TH ST |
| | VILLAGE CENTER APARTMENTS |
| | CONT: CARLISLE CONSTRUCTION, LLC |
| | TEL: (305)898-2198 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1ST REVIW |
| | ACTION: DENIED |
| | |
| | THIS PLAN CAME IN UNDER A SINGLE PERMIT, |
| | WITH AN ALLEYWAY BETWEEN THE (2) LOTS |
| | THIS PROJECT WILL BE CONSIDERED AS (2) |
| | LOTS, (2) BUILDINGS & (2) PERMITS. |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | FOR EACH PERMIT. |
| | |
| | 2) TABLE 600 ISSUES, 2ND THROUGH 5TH |
| | FLOORS EXTEND PAST OR OVER THE PROPERTY |
| | LINE, (OVER THE ALLEYWAY) OR PUBLIC |
| | WAY. PROVIDE DOCUMENTATION APPROVAL FROM |
| | THE CITY, PLANNING AS WELL AS LEGAL. |
| | |
| | 3)) THE PROPOSED BUILDING STRUCTURE |
| | TRANSGRESSES LEGAL BOUNDARY LINES |
| | BETWEEN THE LOTS WHICH COMBINE TO FORM |
| | 'THE SITE'.SUBMIT A COPY OF THE 'UNITY |
| | OF TITLE' DOCUMENT SO THAT FBC TABLE 600 |
| | BOUNDARY LINE REQUIREMENTS MAY BE DEEMED |
| | NOT APPLICABLE. |
| | THIS REQUIREMENT WILL BE REQUIRED |
| | FOR BOTH PROJECTS ON BOTH SIDES OF THE |
| | ALLEYWAY. |
| | |
| | 4) FL S. S. 553.71(7) " THRESHOLD |
| | BUILDING" MEANING ANY BUILDING WHICH IS |
| | GREATER THAN (3) STORIES OR 50 FT IN |
| | HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPAN |
| | CY CLASSIFICATION AS DEINED IN THE |
| | FLORIDA BUILDING CODE WHICH EXCEEDS |
| | 5,000 SQ FT IN AREA AND AN OCCUPANT |
| | CONTENT OF GREATER THAN 500 PERSONS. |
| | 105.13.1 THE ENFORCING AGENCY SHALL |
| | REQUIRE A SPECIAL INSPECTOR TO PERFORM |
| | SRUCTURAL INSPECTIONS ON A THRESHOLD |
| | BUILDING PURSUANT TO A STRUCTURAL INSPEC |
| | TION PLAN PREPARED BY THE ENGINEER OF |
| | RECORD. THE STRUCTURAL INSPECTION PLAN |
| | MUST BE SUBMITTED TO THE ENFORCING AGEN- |
| | CY PRIOR TO THE ISSUANCE OF A BUILDING |
| | PERMIT FOR THE CONSTRUCTION OF A THRESH- |
| | OLD BUILDING. THE PURPOSE OF THE SRUCTUR |
| | AL INSPECTION PLAN IS TO PROVIDE SPECIF- |
| | IC INSPECTION PROCEDURES AND SCHEDULES |
| | SO THAT THE BUILDING CAN BE ADEQUATELY |
| | INSPECTED FOR COMPLIANCE WITH THE |
| | PERMITTED DOCUMENTS. |
| | |
| | 5)WPB AMENDMENT 105.13.6. W.P.B. |
| | CONSTRUCTION SERVICES DEPARTMENT |
| | REQUEST FOR THRESHOLD BUILDINGS A |
| | SPECIAL INSPECTOR AS REQUIRED BY S. |
| | 553.79(5) FLORIDA STATUTES TO THE MIN- |
| | IMUM INSPECTIONS REQUIRED BY THIS CODE. |
| | CONTACT HAROLD PISKURA MANAGER OF THE |
| | SPECIAL INSPECTOR PROGRAM AT (561) |
| | 805-6711 FOR FURTHER INFORMATION BEFORE |
| | THE PERMIT MAY BE ISSUED. |
| | |
| | 6)W.P.B. AMENDMENT 105.13.4.4 ALL |
| | PLANS FOR THE BUILDING WHICH ARE |
| | REQUIRED TO BE SIGNED AND SEALED BY THE |
| | ARCHITECT OR ENGINEER OF RECORD CON- |
| | TAIN A STATEMENT THAT, TO THE BEST OF |
| | THE ARCHITECT'S PR ENGINEER'S KNOWLEDGE, |
| | THE PLANS AND SPECIFICATIONS COMPLY WITH |
| | THE APPLICABLE FIRE-SAFETY STANDARDS AS |
| | DETERMINED BY THE LOCAL AUTHORITY IN |
| | ACCORDANCE WITH THIS SECTION AND 633 |
| | FLORIDA STATUTE. |
| | |
| | 7) PROVIDE 3 CURRENT COPIES OF SIGNED & |
| | SEALED SURVEYS WITH PROPOSED IMPROVEMENT |
| | TO BE COMPLETED. |
| | |
| | 8) 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. |
| | |
| | 9) FL BLD CODE CHAP 13 ENERGY EFFICENCY |
| | PROVIDE ENERGY CALS/ W MANUAL "J" |
| | |
| | 10) WRONG JURISDICTION, SEE LS3.00 |
| | |
| | 11) SEE PD 1 OF 2, PLANS INDICATE A 6% |
| | GRADE AT THE ACCESSIBLE PARKING SPACE & |
| | ACCESS ISLE. 11-4.6.3 SLOPES NOT TO |
| | EXCEED 1:50 OR 2%. |
| | |
| | 12)SHEET A3.01 INDICATES A COLUMN DETAIL |
| | AT THE ENTRY TO THE ALLEY FROM DIXIE, |
| | NO SECTION OR PAGE? ADD INFO REQUIRED! |
| | |
| | 13) SHEET LS 3.01 INDICATES THE WEST END |
| | OF THE PROJECT IS WITHIN 3 FT OF THE |
| | PROPERTY LINE, REQUIRING A 3 HR WALL. |
| | PROVIDE EQUIVLANT THICKNESS OF BLOCK, |
| | SEE TABLE 709.3.1. |
| | |
| | 14) SHEET A9.01 DOOR SCHEDULE MISSING |
| | 45 MIN RATING ON THE TRASH CHUTE TERMIN- |
| | ATION ROOM. TABLE705.1.2. |
| | |
| | 15) A3.09 TRASH CHUTE ENCLOSURE (SHAFT) |
| | REQUIRES A 2HR RATED BLOCK. SHEET A7.01 |
| | INDICATES A UL DESIGN NUMBER, BUT WE |
| | WILL NEED THE EQUIVALENT THICKNESS FROM |
| | THE BLOCK MANUFACTURER.TABLE 709.3.1. |
| | |
| | 16) SHEET A3.07 PROVIDE INFORMATION, |
| | REQUIRED STRETCHER REQUIREMENT FOR |
| | ELEVATORS 3003.4.1. |
| | |
| | 17) ARCHITECTURAL SHEETS INDICATE THE |
| | USE OF EFIS FOAM TRIM ON THE EXTERIOR OF |
| | THE BUILDING. ON BUILDINGS OF TYPE III, |
| | V AND VI CONSTRUCTION, TRIM SHALL BE SE- |
| | CURED TO THE WALL WITH METAL OR OTHER |
| | APPROVED BRACKETS OR FASTENERS. PROVIDE |
| | ADDTIONAL INFORMATION? |
| | |
| | 18) A8.01 GUARDRAILS ARETO COMPLY WITH: |
| | FBC 1608.2.2THE GUARDRAIL SHALL BE |
| | DESIGNED AND CONSTRUCTED FOR A |
| | CONCENTRATED LOAD OF 200 LB APPLIED IN |
| | ANY DIRECTION AT THE TOP OF THE |
| | GUARDRAIL, A CONCENTRATED HORIZONTAL |
| | LOAD OF 200 LB APPLIED ON A 1 SQ FT AREA |
| | AT ANY POINT, AND A LINE LOAD OF 50 PLF |
| | APPLIED HORIZONTALLY AT THE REQUIRED |
| | GUARDRAIL HEIGHT WITH A SIMULTANEOUS |
| | LINE LOAD OF 100 PLF APPLIED VERTICALLY |
| | DOWNWARD ON THE TOP OF THE GUARDRAIL. |
| | THESE LOADS SHALL NOT BE APPLIED |
| | SIMULTANEOUSLY (UNLESS NOTED ABOVE) BUT |
| | SHALL BE APPLIED INDIVIDUALLY TO PRODUCE |
| | MAXIMUM STRESS IN EACH OF THE COMPONENTS |
| | OR SUPPORTS.SUBMIT CALCULATIONS. |
| | |
| | 19)A8.02 DETAIL# 4, THERE ARE (2) ISSUES |
| | A) PLYWOOD SHEATHING CAN'T BE USED ON |
| | EXTERIOR WALLS TYPE V CONSTRUCTION. |
| | B) IT APPEARS THIS SAME NOTE INDICATES |
| | PLYWOOD TO BE USED AS SIDING? |
| | |
| | 20) THIS SAME PAGE DETAIL# 2, INDICATES |
| | THE USE OF PLYWOOD FOR ROOF SHEATHING, |
| | TABLE 600 ROOF CEILING ASSEMBLIES FOR |
| | (1 HR PROTECTED) REQUIRES A 1HR RATING. |
| | |
| | 21) S-2.01 SEE DESIGN LIVE LOADS: |
| | COORIDORS (ABOVE THE FIRST FLOOR) SHOLD |
| | BE 80 LBS. TABLE 1604.1. |
| | |
| | 22) SAME PAGE WIND ZONE FOR ENTIRE CITY |
| | OF W.P.B. IS 140 HPH, CORRECT.ALSO THE |
| | EXPOSURE IS A "B" ZONE NOT A "C". |
| | |
| | 23) THE LIGHT GAGE STEEL DESIGN DATA |
| | ALSO DOESN'T MATCH THE BUILDING DESIGN |
| | CRITERIA,1606.1.7/1606.1.8. |
| | |
| | 24)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 FIXED & OPERABLE |
| | B) MULLIONS VERTICAL & HORIZONTAL |
| | C) EXTERIOR DOORS SOLID & GLAZED |
| | D) STORM SHUTTERS |
| | E) LOUVERS |
| | F) EFIS SYSTEMS |
| | G) TRUSS STRAPS AND ANCHORS |
| | H) ROOFING ASSEMBLIES |
| | |
| | 25) 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 LIST |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE.IF THE PRODUCT DOES NOT HAVE STATE |
| | WIDE APPROVAL, SUBMIT AN APPLICATION FOR |
| | LOCAL PRODUCT APPROVAL PER RULE 9B-72. |
| | SEE ATTACHMENT. |
| | |
| | 26)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. |
| | |
| | 27)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. |
| | PROVIDE INFORMATION WHERE THE STORM |
| | SHUTTERS ARE TO BE STORED, IF STORED |
| | VERTICALLY HOW THEY WILL BE SUCURED SO |
| | THEY WILL NOT FALL OVER. |
| | |
| | 28)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. |
| | |
| | 29) 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. |
| | |
| | 30) 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. |
| | |
| | 31) S8.01 ROOF PRESSURES, PLANS INDICATE |
| | NEGATIVE PRESSURES AS HIGH AS -208.6. |
| | FOR THE ROOFING ASSEMBLIES REPORTS, BE |
| | SURE TO MEET THESE PRESSURES. |
| | |
| | 32) S3.00/ S7.01 SHEAR WALLS AND FOUNDA- |
| | TIONS THE WIDTH AND LENGTH OF FOOTINGS |
| | ARE GIVEN BUT NOT THE DEPTH NOR THE |
| | NUMBER OF BARS OR SIZE OF BARS. |
| | |
| | 33) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | STRUCTURAL SHEETS DO NOT HAVE A TRUSS |
| | ANCHOR SCHEDULE FOR THE STEEL TRUSSES |
| | NORA TRUSS LAYOUT WITH UPLFT VALUES |
| | AND LATERAL LOADING. |
| | |
| | 34) 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. |
| | |
| | 35)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. |
| | |
| | 36) A7.02 DOESN'T HAVE ANY INFORMATION |
| | FOR SHAFT ENCLOSURES. 705.2.2 ALL OPEN- |
| | INGS THROUGH THE FLOOR AND PENETRATIONS |
| | THROUGH THE FLOOR SHALL BE PROTECTED BY |
| | A SHAFT ENCLOSURE IN ACCORDANCE WITH |
| | 705.2.3. |
| | |
| | 37)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. |
| | |
| | LOOK FOR COMMENTS BY THE OTHER PLAN |
| | REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| | ON THE APPLICATION, PLANS, OR ATTACHED |
| | SEPARATELY. WHEN RESUBMITTING PLANS |
| | PLEASE CLEARLY INDICATE THE REVISION AND |
| | REMOVE AND REPLACE ANY PAGES AS NECESS- |
| | ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH |
| | THE PLANS WHEN RESUBMITTING PLANS. A |
| | TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW COMMENT NUMBER, WITH A DESCRIP- |
| | TION OF THE REVISION MADE, IDENTIFYING |
| | THE SHEET OR SPECIFICATION PAGE WHERE |
| | THE CHANGE MAY BE FOUND, WILL HELP TO |
| | EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR |
| | ANTICIPATED COOPERATION. |
| | JIM WITMER |
| | BUILDING PLAN REVIEW |
| | (561)805-6715 |
| | FAX: (561)659-8026 |
| | 3 |
