| Date |
Text |
| 2005-07-24 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 05061473 |
| | ADD: 4461 MEDICAL CENTER WAY |
| | CONT: CATALFUMO |
| | TEL: (561)307-4836 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) PERMIT APPLICATION UNDER DESCRIPTION |
| | OF PROJECT: PLEASE COMPLETE WHAT SHALL |
| | BE COVERED BY THIS PERMIT. |
| | |
| | 2)) SEE DRAWINGS PREPARED BY W. E. |
| | SCHIPSKE P.E. SHEETS ARE PHOTO-COPIES OF |
| | SIGNATURE. SEE: |
| | 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 |
| | |
| | 3)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED,SEE A1 |
| | PLANS DO NOT INDICATE TOTAL SQ. FT. |
| | UNDER ROOF, MINIMUM BLDG TYPE, PLANS |
| | INDICATE NFPA 13 SYSTEM, IF TO BE |
| | DESIGNED AS "SPRINKLERED" THIS WILL BE |
| | REQUIRED AS PART OF THE BUILDING REVIEW |
| | FOR THE SHELL. NOR THE BUILDING CODE |
| | DESIGNED UNDER (ARCH). |
| | |
| | 4)FL. BLD CODE 1606.1.7 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, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | 5)PROVIDE NOC RECORDED WITH THE CLERK OF |
| | COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 6)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. |
| | |
| | 7) NOTE SHELL BUILDING: 106.2 |
| | CERTIFICATE OF COMPLETION. A CERTIFICATE |
| | OF COMPLETION IS PROOF |
| | THAT A STRUCTURE OR SYSTEM IS COMPLETE |
| | AND FOR CERTAIN TYPES OF PERMITS IS |
| | RELEASED FOR USE AND MAY BE CONNECTED TO |
| | A UTILITY SYSTEM.THIS CERTIFICATE DOES |
| | NOT GRANT AUTHORITY TO OCCUPY OR CONNECT |
| | A BUILDING, SUCH AS A SHELL BUILDING, |
| | PRIOR TO THE ISSUANCE OF A CERTIFICATE |
| | OF OCCUPANCY. |
| | |
| | 8) 13-101.1.6 SHELL BUILDINGS. |
| | NON-RESIDENTIAL BUILDINGS THAT ARE |
| | PERMITTED PRIOR TO DESIGN COMPLETION OR |
| | WHICH WILL BE FINISHED IN SECTIONS AT A |
| | TIME AFTER CONSTRUCTION OF THE SHELL |
| | SHALL COMPLY WITHMETHOD B OF |
| | SUB-CHAPTER 13-4 OF THE CODE PRIOR TO |
| | GRANTING OF A PERMIT TO BUILD.ALL |
| | ASSUMPTIONS MADE ABOUT FEATURES NOT |
| | INSTALLED UNTIL LATER THAT ARE NOT ON |
| | THE BUILDING PLANS SHALL BE LISTED AND |
| | APPENDED TO THE FORM 400B SUBMITTED TO |
| | THE BUILDING DEPARTMENT.UNLESS THE |
| | BUILDING IS COMPLETED AS PER ALL |
| | ASSUMPTIONS MADE IN THE ORIGINAL CODE |
| | COMPLIANCE SUBMITTAL, A REVISED CODE |
| | SUBMITTAL(S) USING METHODS A, B OR C |
| | SHALL BE SUBMITTED WHEN COMPLETION OF |
| | THE BUILDING (OR PART OF THE BUILDING) |
| | IS PERMITTED. |
| | |
| | 9)NOTE: EGRESS MAY WORK FOR SHELL |
| | BUILDING BUT FOR TENANT BUILD-OUTS. |
| | 1004.1.4 WHERE 2 OR MORE EXITS OR EXIT |
| | ACCESS DOORS ARE REQUIED, AT LEAST 2 OF |
| | THE EXIT OR EXIT ACCESS DOORS SHALL BE |
| | PLACED A DISTANCE APART EQUAL TO NOT |
| | LESS THAN 1/2 OF THE LENGTH OF THE MAX- |
| | IMUM OVERALL DIAGONAL DIMENSION OF THE |
| | BUILDING OR AREA TO BE SERVED. |
| | |
| | 10) SHEET A4 DOWNSPOUTS: |
| | 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. |
| | |
| | 11)SHEET A5/C3 ROOF TOP MECH DETAIL OF |
| | RACK FOR CONDENSORS DOES NOT PROVIDE |
| | REQUIRED HEIGHT INFORMATION.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. |
| | |
| | 12)SHEET A5/DETAIL 2B PROVIDES INFOR FOR |
| | SCUPPERS BUT NOT EMERGENCY OVERFLOOW |
| | SCUPPERS.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 ABOVE THE ROOF SURFACE. |
| | |
| | 13A) 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 |
| | |
| | 13B)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: |
| | C) WINDOWS FIXED AND TRANSOMS |
| | D) EXTERIOR DOORS GLAZED |
| | E) MULLIONS |
| | F) STORM SHUTTERS |
| | G) LOUVERS |
| | H) ROOFING ASEMBLIES |
| | |
| | 14) 707.4.5.1 MULLIONS OCCURRING BETWEEN |
| | INDIVIDUAL WINDOW AND GLASS |
| | DOOR ASSEMBLIES. TESTING REPORTS ARE |
| | REQUIRED BY AN APPROVED TESTING |
| | LABORATORY OR BE ENGINEERED. |
| | |
| | 15) 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. |
| | |
| | 16A) 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. |
| | 16B) 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. |
| | |
| | 17) PROVIDE THE ROOF PRESSURES FOR ROOF |
| | ZONES 1, 2 AND 3.TABLE 1606.2.C & FIGURE |
| | 1606.2C. |
| | |
| | 18) ROOFING ASSEMBLIES, PROVIDE THE |
| | MANUFACTURERS COVERSHEET FOR STATE |
| | WEBSITE WITH THE CORRESPONDING PRODUCT |
| | TESTING REPORT. IDENTIFY WHICH |
| | SUB-SYSTEM IS TO BE USED. NOTE IF |
| | GENERAL LIMITATION 7 OR 9 IS USED. I #7 |
| | IS USED PROVIDE THE ENHANCED FASTENING |
| | FOR ZONES 2 & 3. |
| | |
| | 19) SHEET A-5 INDICATES A DEDUCTIVE |
| | ALTERNATIVE TO MISSLE RATED GLASS. |
| | 104.2.1 W.P.B. ADMINISTRATIVE CODE |
| | DRAWINGS & SPECIFICATIONS SHALL CONTAIN |
| | INFORMATION, IN THE FORM OF NOTES OR |
| | OTHERWISE, AS TO THE QUALITY OF |
| | MATERIALS, WHERE QUALITY IS ESSENTIAL TO |
| | CONFORMITY WITH THE TECHNICAL CODES. |
| | SUCH INFORMATION SHALL BE SPECIFIC |
| | AND THE TECHNICAL CODES "SHALL NOT BE |
| | CITED AS A WHOLE OR IN PART, NOR THE |
| | TERM "LEGAL" OR ITS EQUIVALENT BE USED |
| | AS A SUBSTITUTE FOR SPECIFIC |
| | INFORMATION". |
| | |
| | 20) SHEET A1 INDICATES THIS BUILDING IS |
| | BUILT AS A TYPE IV BUILDING. SITE PLAN |
| | INDICATES THAT THE BUILDING BACK WALL IS |
| | BUILT RIGHT TO THE BACK SET BACK 10'-0". |
| | THIS MAKES ALLOWABLE OPENINGS TO BE 10% |
| | OF WALL LINE OR 156 SQ FT. PLANS |
| | INDICATE OPENINGS OF 378 SQ FT.+ |
| | LOUVERS. |
| | THE SECOND ISSUE FOR RATED WALLS LESS |
| | THAN 15' FROM THE PROPERTY LINE REQUIRE |
| | OPENING PROTECTIVES SEE 705.1.1.2. |
| | OVER 10' FROM PROPERTY LINE WALLS ARE |
| | TO BE NONCOMBUSTIBLE, NO OPENING |
| | PROTECTIVES REQUIRED, 20 % OPENINGS |
| | ALLOWED OR 312 SQ FT. PLANS WILL STILL |
| | BE OVER THE ALLOWABLE 20% WALL LOUVERS |
| | TO BE ADDED IN THIS CALCULATION. |
| | |
| | 21) SHEET A4 DETAIL B INDICATES USE OF |
| | STUCCO CEILING AT EXTERIOR OF ENTRY. |
| | PLANS STATE USE OF SHEATHING NOT |
| | SPECIFIED? |
| | |
| | 22)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. |
| | |
| | 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 |
| | |
