| Date |
Text |
| 2009-01-02 16:58:01 | BUILDING PLAN REVIEW |
| | PERMIT: 08120369 |
| | ADD: 100 N CLEMATIS ST |
| | CONT: CATALFUMO |
| | TEL: (561)282-8265 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW |
| | ACTION: DENIED |
| | |
| | 1A) INFORMATIONAL: 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. |
| | |
| | 1B) INFORMATIONAL: PLEASE SUBMIT 2 OF ALL SURVEYS, |
| | PLANS, REPORTS, REVISIONS , PRODUCT APPROVALS AND OR |
| | SUBMITTALS FOR REVIEW FOR PERMIT. 106.1* /2004 |
| | SUBMITTAL DOCUMENTS WEST PALM BEACH ADMINISTRATIVE |
| | CODE. |
| | |
| | 1C) INFORMATIONAL: PLANS SUBMITTED FOR PERMIT (FIRST |
| | TIME REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO |
| | THE 2004 FBC BUILDING WITH THE 2007 SUPPLEMENTS. SHEET |
| | S-3 INDICATES TWICE TO BE DESIGNED TO THE 2004 FBC WITH |
| | 2006 SUPPLEMENTS, PLEASE UPDATE TO THE 2007 |
| | SUPPLEMENTS. |
| | |
| | 2) QUEATIONABLE SOILS WITHIN THE PERMIT PACKAGE IS A |
| | PRELIMINARY REPORT FORM ARDAMAN FILE # 08-2035. WITHIN |
| | THE REPORT IT STATES "WE WILL PERSENT SPECIFIC |
| | RECOMMENDATIONS ONCE THE NATURE OF THE BUILDINGS AND |
| | THE STRUCTURAL LOADS ARE DEFINED." APPRENTLY THERE IS |
| | ADDITIONAL INFORMATION THAT HAS BEEN SUBMITTED TO |
| | ARDAMAN SINCE A AUGOR PILE AND GRADE BEAM FOUNDATION |
| | HAS BEEN DESIGNED. |
| | PLEASE PROVIDE THE ADDITIONAL SOILS REPORT WITH THE |
| | RECOMMENDATION FOR AUGOR CAST PLIE SYSTEM. |
| | 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 . |
| | |
| | 3) BUILDING LOCATION: THIS STRUCTURE IS LOCATED WITH A |
| | A-5 FLOOD ZONE. THE FINISH FLOOR CAN NOT HAVE A FINISH |
| | FLOOR ELEVATION LESS THAN 7'-6". AT THE EAST END OF THE |
| | BUILDING ELECTRIC ROOM# 104 THE FLOOR ELEVATION IS |
| | INDICATED AT 5'-6" OR 2 FEET BELOW THE ALLOWABLE FINISH |
| | FLOOR LEVEL. |
| | |
| | 4) SHEET A1.1 PHASE 1A TEMORARY CONSTRUCTION PLAN, |
| | INDICATES A 4'-0" WAIDE WALKWAY ON THE WEST SIDE OF THE |
| | BUILDING. PLEASE GIVE ELEVATION MARKERS ON THIS |
| | SIDEWALK FROM THE EXISTING SIDEWALK TO THE EXTERIOR |
| | LANDING IN FORNT OF THE RESTROOMS AT ELEVATION 7'-6". |
| | THE DIFFERENCE IN GRADE MAY MAKE THIS PORTION OF |
| | SIDEWALK TO BE CONSIDERED A RAMP AND REQUIRE HANDRAILS |
| | ON BOTH SIDES, AND GUARD RAILS. 11-4.8. |
| | |
| | 5) DURING PHASE 1A ARE ALL OF THE PILING AND GRADE |
| | BEAMS GOING TO BE PLACED AT THIS TIME OR WILL SOME OF |
| | THIS WORK OCCUR DURING A LATER PHASE? |
| | |
| | 6) BOTH LS1.0 & VC A-1.0 INDICATE THE STAIRWAY DIRECTLY |
| | IN FRONT OF THE RESTROOMS. THE HANDRAIL EXTENSIONS ( |
| | HORIZONTAL) ARE MISSING AT THE BOTTOM OF THE STAIRS. |
| | 11-4.9.4(2) SEE FIGURE 11-19(C-D) |
| | |
| | 7) SHEET VC A-1.0 ACCESS RAMP DETAILS 1& 2 BOTH |
| | INDICATE HANDRAILS LOCATED 2'-6" ABOVE THE RAMPS |
| | SURFACE, PLEASE REVIEW 11-4.8.5(5) TOP OF HANDRAIL |
| | GRIPPING SURFACES SHALL BE MOUNTED BETWEEN 34INCHES AND |
| | 38 INCHES ABOVE THE RAMP SURFACES. |
| | |
| | 8) SHEET VC A-1.0 ACCES RAMP SECTION INDICATES THE USE |
| | OF STAINLESS STEEL CABLES ON ALUMINUM POST HANDRAIL |
| | SYSTEM. SHOW COMPLIANCE WITH: |
| | 1607.7.1.1 CONCENTRATED LOAD. |
| | HANDRAIL ASSEMBLIES AND GUARDS SHALL BE ABLE TO RESIST |
| | A SINGLE CONCENTRATED LOAD OF 200 POUNDS (0.89 KN), |
| | APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP, |
| | AND HAVE ATTACHMENT DEVICES AND SUPPORTING STRUCTURE TO |
| | TRANSFER THIS LOADING TO APPROPRIATE STRUCTURAL |
| | ELEMENTS OF THE BUILDING. THIS LOAD NEED NOT BE ASSUMED |
| | TO ACT CONCURRENTLY WITH THE LOADS SPECIFIED IN THE |
| | PRECEDING PARAGRAPH. |
| | 1607.7.1.2 COMPONENTS. |
| | INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL), |
| | BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO |
| | WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 |
| | POUNDS (0.22 KN) ON AN AREA EQUAL TO 1 SQUARE FOOT |
| | (0.093M2), INCLUDING OPENINGS AND SPACE BETWEEN RAILS. |
| | REACTIONS DUE TO THIS LOADING ARE NOT REQUIRED TO BE |
| | SUPERIMPOSED WITH THOSE OF SECTION 1607.7.1 OR |
| | 1607.7.1.1. |
| | |
| | 9) VC A-1.0, VC A-5.0 & VC A-6.0 ALL INDICATE THE USE |
| | OF HI-LO DRINKING FOUNTAINS SHEET VC A-6.0 INDICATES |
| | THE MAXIMUM HEIGHT THE UNITS ARE TO BE SEET AT BUT FAIL |
| | TO INDICATE THE MINIMUMHIGTH TO NOT BE CONSIDERED |
| | PROTRUDING OBJECTS 11-4.4.1.SEE FIGURE 11-8(A)(B). |
| | |
| | 10) VC A-3.0 THE LEFT HAND SECTION OF THE ROOF SYSTEM |
| | THE PLANS INDICATE DRAINAGE OF THE ROOF WITH SECONDARY |
| | DRAINAGE OVERFLOOW SCUPPER IN FLASHING, FORTHIS AREA OF |
| | ROOFING SAME ON THE RIGHT SIDE OF ROOF, THIS IS THE |
| | ONLY DRAINAGE FOR THIS PORTION OF ROOF, ALSO THERE IS |
| | NO DOWNSPOUT AS LOCATED ON THE RIGHT SIDE OF THE ROOF. |
| | 1503.4.2 & 1503.4.3. |
| | |
| | 11) DISCREPANCY IN PLANS BETWEEN VC A-3.0 & VC A-7.0 |
| | PLEASE REVIEW WHERE THE TRUE LOWEST POINT IN THE ROOF |
| | WILL BE AND THE DISTANCE FROM THE FRONT EDGE OF THE |
| | ROOF. IT APPEARS THE ROOF DRAINS ARE |
| | LOCATED APPROXIMATELY 5'-9" BACK FROM THE FRONT DEGE OF |
| | THE ROOF WHERE AS THE SSCUPPERS ARE LOCATED ONLY 4'-0" |
| | AWAY FROM THE FRONT EDGE OF THE ROOF.SHHE VC A-7.0 IT |
| | APPEARS THE ROOF DRAINS ARE NOT LOCATED IN THE LOWEST |
| | PORTION OF ROOF. 1503.4. |
| | |
| | 12) PLEASE PROVIDE A ROOFING CUT SECTION AT THE ROOF |
| | DRAINS INDICATING THE TYPE OF INSULATION TO BE |
| | INSTALLED, PLEASE ALSO NOTE THE ENERGY CALCULATIONS |
| | INDACATE A MINIMUM OF R-20.4 VALUE FOR ROOF INSULATION. |
| | WITHIN THE ROOFING PRODUCT APPROVAL PLEASE HIGHLIGHT OR |
| | CIRCLE THE SUB-SYSTEM TO BE INSTALLED AND PLEASE |
| | SPECIFY THE TYPE OF INSULATION AND HICKNESS IT WILL |
| | TAKE TO MEET THE REQUIREMEENTS OF THE ENERGY CODE, |
| | PLEASE SEE BOAFS INFORMAL INTERPRETATION ON |
| | 13-404.ABCD.1 |
| | |
| | 13) 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. |
| | |
| | FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, PROVIDE 2 |
| | COPIES OF PRODUCT TESTING REPORTS, MISSING REPORTS ARE |
| | AS FOLLOWS: |
| | 13A) FIXED WINDOWS/STOREFRONT |
| | 13B) EXTERIOR GLAZED DOORS |
| | 13C) EXTERIOR HOLLOW METAL DOORS |
| | 13D) METAL WALL PANELS |
| | 13E) WALL LOUVERS |
| | 13F) SOFFIT MATERIALS |
| | 13G) ROOFING SYSTEMS |
| | |
| | THE DESIGNER OF RECORD HAS ISSUED A LETTER WITH THE |
| | LISTED PRODUCT APPROVALS FOR THE BUILDING, THE |
| | CONTRACTOR WILL STILL NEED TO SUBMIT 2 COPIES OT HTE |
| | FULL REPORT FOR VARIFICATION OF PRESSURES, EXCEPTIONS, |
| | AND LIMITATIONS WITH IN EACH REPORT. EVEN THOUGH SOME |
| | REPORTS ARE LISTED UNDER THE 2004 FBC WEBSITE, THEY MAY |
| | BE OLDER NOA'S UNDERTHE 2001 FBC WHERE 1 1/3RD STEEL |
| | INCREASES WERE TAKEN ON |
| | FASTENERS. |
| | |
| | 14) S-1A FOUNDATION NOTE# 1 INDICATES ELEVATION 100'-0" |
| | IS XX.XX' NGVD, PLEASE FILL IN THE UNKNOWNS. FLOOD ZONE |
| | A5, MINIMUM FLOOR ELEVATION OF 7.5 NGVD. CITY CODE OF |
| | ORDINANCES. |
| | |
| | 15) SHEET S-3 INDICATES THE DESIGN TO THE 2004 FBCBASE |
| | CODE WITH 2006 SUPPLEMENTS, UPDATE TO 2007 SUPPLEMENTS. |
| | |
| | A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
