| Date |
Text |
| 2007-02-09 18:17:48 | BUILDING PLAN REVIEW |
| | PERMIT: 07011105 |
| | ADD: TO BE DETERMINED |
| | CONT:PLAN REVIEW |
| | ISSAC KOVNER |
| | TEL: (561)494-1091 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1STREVIEW |
| | ACTION: DENIED |
| | |
| | 1)--- VERY IMPORTANT STATEMENT --- |
| | PLEASE DO NOT IGNORE! |
| | 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. |
| | |
| | 2) PLEASE CONTACT LILI URSA @ ADDRESSING FOR CORRECT |
| | ADDRESS AND ASSOCIATED PCN. |
| | |
| | 3)) PLEASE PROVIDE (2) SIGNED SEALED ORIGINAL SIGNATURE |
| | SOILS REPORTDATED JULY 5, 2000 |
| | BY CURTIS, ROOS, PE NODARSE AND ASSOC. FBC 1802.2.1 |
| | QUESTIONABLE SOILS, |
| | NOTES FROM 6"X6" TIMBER PILE INDICATE TO JET TO BEARING |
| | CAPACITY OF 2500 PSF, THE ACENTRIC LOADING |
| | APPEARS TO LOAD THE PILE NEAREST THE PIPE OVER3000 |
| | LBS WITH THE LOAD OF THE WATER AND PVC PIPE, WILL THE |
| | ONE PILE REQUIRE ? |
| | 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 . |
| | |
| | 4)109.3.10* IMPACT OF CONSTRUCTION. |
| | ALL CONSTRUCTION ACTIVITY REGULATED BY |
| | THIS CODE SHALL BE PERMORMED IN A MANNER |
| | SO AS NOT TO ADVERSELY IMPACT THE |
| | CONDITION OF ADJACENT PROPERTY, UNLESS |
| | SUCH ACTIVITY IS PERMITTED TO AFFECT |
| | SAID PROPERTY PURSUANT TO A CONSENT BY |
| | THE APPLICABLE PROPERTY OWNER, UNDER |
| | TERMS & CONDITIONS AGREEABLE TO THE |
| | APPLICABLE PROPERTY OWNER.THIS INCLUDES |
| | BUT IS NOT LIMITED TO THE CONTROL OF |
| | DUST, NOISE, WATER OR DRAINAGE RUN-OFF, |
| | DEBRIS, AND THE STORAGE OF CONSTRUCTION |
| | MATERIALS. NEW CONSTRUCTION ACTIVITY |
| | SHALL NOT ADVERSELY IMPACT HISTORIC |
| | SURFACE WATER DRAINAGE FLOWS SERVING |
| | ADJACENT PROPERTIES, & MAY REQUIRE |
| | SPECIAL DRAINAGE DESIGN COMPLYING WITH |
| | ENGINEERING STANDARDS TO PRESERVE THE |
| | POSITIVE PATTERNS OF THE AFFECTED SITES. |
| | ACCORDINGLY, DEVELOPERS, CONTRACTORS, |
| | AND OWNERS OF ALL NEW RESIDENTIAL |
| | DEVELOPMENT, INCLUDING ADDITIONS, POOLS, |
| | PATIOS, DRIVEWAYS, DECKS, OR SIMILAR |
| | ITEMS, ON EXISTING PROPERTIES RESULTING |
| | IN A DECREASE IN EXCESS OF 800SQ FT OF |
| | PERMEABLE LAND AREA ON ANY PARCELL SHALL |
| | AS A PERMIT CONDITION, PROVIDE A |
| | PROFESSIONALLY PREPARED DRAINAGE PLAN |
| | CLEARLY INDICATING COMPLIANCE WITH THIS |
| | PARAGRAPH. UPON COMPLETION OF THE |
| | IMPROVEMENT, A CERTIFICATE FROM A |
| | LICENSED ENGINEER SHALL BE SUBMITTED TO |
| | THE INSPECTOR IN ORDER TO RECEIVE |
| | APPROVAL OF THE FINAL INSPECTION. |
| | |
| | 5)110.2* W. P. B. ADMINISTRATIVE |
| | CODE, INFORMATION THAT IS REQUIRED FOR |
| | RECORD KEEPING & FOR CERTIFICATE OF |
| | OCCUPANCY: |
| | A) THE EDITION OFTHE CODE UNDER WHICH |
| | THE PERMIT WAS ISSUED. |
| | B) THE USE AND OCCUPANCY, IN ACCORDANCE |
| | WITH THE PROVISIONS OF CHAPTER 3. |
| | C) THE TYPE OF CONSTRUCTION AS DEFINED |
| | IN CHAPTER 6, TABLE 601. |
| | D) THE DESIGN OCCUPANT LOAD, SEE 1004. |
| | E) IF AN AUTOMATIC SPRINKLER SYSTEM IS |
| | PROVIDED, WHETHER THE SPRINKLER SYSTEM |
| | IS REQUIRED. |
| | F) ANY SPECIAL STIPULATIONS & CONDITIONS |
| | OF THE BUILDING PERMIT. |
| | G ) FLOOD ZONE |
| | H ) FLOOD ELEVATION |
| | |
| | 6) 2004 FL. BLD CODE 1603.1.4 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. |
| | |
| | 7)SHEET S-5 UNDER THE GENERAL TIMBER NOTES THE PLANS |
| | |
| | INDICATE THE USE OF ACQ PRESSURE TREATED TIMBERS |
| | BUT DO NOT SPECIFY THE MINIMUM RETENTION(KILOGRAMS |
| | PER CUBIC METER) |
| | TO BE USED FOR BELOW THE SOIL AND FRESH WATER USE? |
| | 2304.11.4. |
| | |
| | 8) SHEET S-6INDICATES THE USE OF VARIOUS TIE DOWN |
| | STRAPS AND BOLTS, BUT THERE IS NO MENTION AS TO THE |
| | FINISH COATING OF THESE FASTENERS.SINCE THEY WILL BE |
| | USED IN CONJUNCTION WITH ACQ TREATED LUMBER PLEASE |
| | PROVIDE THE TYPE OF COATING TO BE APPLIED TO THE |
| | FASTENERS. |
| | 2304.9.5 FASTENERS IN PRESERVATIVE-TREATED AND |
| | FIRE-RETARDANT-TREATED WOOD. |
| | FASTENERS FOR PRESERVATIVE-TREATED AND |
| | FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED |
| | ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON |
| | BRONZE OR COPPER. FASTENINGS FOR WOOD FOUNDATIONS SHALL |
| | BE AS REQUIRED IN AF&PA TECHNICAL REPORT NO. 7. |
| | |
| | 2304.9.6 LOAD PATH. |
| | WHERE WALL FRAMING MEMBERS ARE NOT CONTINUOUS FROM |
| | FOUNDATION SILL TO ROOF, THE MEMBERS SHALL BE SECURED |
| | TO ENSURE A CONTINUOUS LOAD PATH. WHERE REQUIRED, SHEET |
| | METAL CLAMPS, TIES OR CLIPS SHALL BE FORMED OF |
| | GALVANIZED STEEL OR OTHER APPROVED CORROSION -RESISTANT |
| | MATERIAL NOT LESS THAN 0.040 INCH (1.01 MM) NOMINAL |
| | THICKNESS. |
| | |
| | 9) ENGINEER OF RECORD: |
| | IN ADDITION TO SIGNING, SEALING AND |
| | DATING EACH PAGE OF THE PLANS, THE |
| | ENGINEER IN RESPONSIBLE CHARGE MUST |
| | LEGIBLY INDICATE IN A TITLE BLOCK THEIR |
| | NAME, ADDRESS AND LICENSE NUMBER ON EACH |
| | PLAN SHEET. 61G15-23.002 F.A.C. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
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