| Date |
Text |
| 2005-08-18 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 05050549 |
| | ADD: 911 PASEO ANDORRA |
| | CONT: O/B ORDONEZ, SANTANDER |
| | TEL: (561)655-6119 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) 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 |
| | |
| | 2) 471.023 F.S.CERTIFICATE OF |
| | AUTHORIZATION.THE TITLE BLOCK FOR ANY |
| | SHEET BEARING THE NAME OF AN ENGINEER |
| | PRACTICING UNDER A FICTITIOUS NAME, A |
| | CORPORATION, OR A PARTNERSHIP, OFFERING |
| | ENGINEERING SERVICES, SHALL INCLUDE THE |
| | CERTIFICATE OF AUTHORIZATION NUMBER. |
| | ADD THE NUMBER TO EACH SHEET.THIS MAY |
| | BE ADDED BY HAND. |
| | |
| | 3) 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. |
| | |
| | 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 (140, 3 SECOND |
| | GUST) |
| | 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) PLANS INDICATE A 16" WIDE FOOTING BY |
| | 12" DEEP. THE MINIMUM WIDTH IS 18", ALSO |
| | |
| | INDICATED IS A DOUBLE WIDE BRICK KNEE |
| | WALL, NO INDICATION OF A CONTINIOUS LOAD |
| | PATH, REINFORCMENT, TO ANCHOR THE |
| | PROPOSED ADDITION. PROVIDE A CONTINIOUS |
| | LOAD PATH FROM THE FOUNDATION THROUGH TO |
| | THE RAFTERS.PROVIDE THE UPLIFT FOR THE |
| | RAFTERS, MAGNITUDE OF FORCES TO BE |
| | RESSITED, UPLIFT, GRAVITY AND LATERAL |
| | LOADS. 1606.6.1.3. |
| | 1606.1.3 ANCHORAGE AGAINST OVERTURNING, |
| | UPLIFT AND SLIDING. STRUCTURAL |
| | MEMBERS AND SYSTEMS, AND COMPONENTS AND |
| | CLADDING IN A BUILDING OR STRUCTURE |
| | SHALL BE ANCHORED TO RESIST WIND-INDUCED |
| | OVERTURNING, UPLIFT AND SLIDING AND TO |
| | PROVIDE CONTINUOUS LOAD PATHS FOR THESE |
| | FORCES TO THE FOUNDATION.WHERE A |
| | PORTION OF THE RESISTANCE TO THESE |
| | FORCES IS PROVIDED BY DEAD LOAD, THE |
| | MINIMUM DEAD LOAD LIKELY TO BE IN PLACE |
| | DURING A DESIGN WIND EVENT SHALL BE |
| | USED. |
| | |
| | 6) PLANS TO INDICATE TERMITE TREATMENT |
| | FOR SOIL.1816.1.4 IF SOIL TREATMENT IS |
| | USED FOR SUBTERRANEAN TERMITE |
| | PREVENTION, CHEMICALLY TREATED SOIL |
| | SHALL BE PROTECTED WITH A MINIMUM 6 MIL |
| | VAPOR RETARDER TO PROTECT AGAINST |
| | RAINFALL DILUTION.IF RAINFALL OCCURS |
| | BEFORE VAPOR RETARDER PLACEMENT, |
| | RETREATMENT IS REQUIRED.ANY WORK, |
| | INCLUDING PLACEMENT OF REINFORCING |
| | STEEL, DONE AFTER CHEMICAL TREATMENT |
| | UNTIL THE CONCRETE FLOOR IS POURED, |
| | SHALL BE DONE IN SUCH MANNER AS TO AVOID |
| | PENETRATING OR DISTUBING TREATED SOIL. |
| | |
| | 7) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, PLANS |
| | DO NOT INDICATEA VAPOR BARRIER BEHIND |
| | THE DURA ROCK. |
| | |
| | 8) PLANS DO NOT INDICATE HOW A WATER |
| | TIGHT SEAL BETWEEN THE 2X6 SILL AND |
| | BRICK. |
| | |
| | 9) 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 |
| | |
| | 10) PROVIDE SLOPE FOR ROOF. |
| | |
| | 11) RAFTER ATTACHMENT TO EXISTING |
| | BUILDING DOESN'T INDICATE HOW LEDGER IS |
| | TO BE ANCHORED AND INTO WHAT TYPE OF |
| | EXISSTING CONSTRUCTION. NOR DOES THE |
| | PLANS INDICATE WHAT TYPE OF DEVISE WILL |
| | ANCHOR THE RAFTER END TO THE LEDGER. |
| | |
| | 12)PLANS DO NOT INDICATE THE END WALL |
| | SECTION, OR IF THE ROOF LINE HAS A SIDE |
| | OVERHANG? |
| | |
| | 13) PLANS DO NOT INDICATE HOW THE |
| | EXISTING BATHROOMS ARE GOING TO BE |
| | VENTILATED, NOW THAT THERE WILL BE NO |
| | VENTILATION TO THE EXTERIOR? |
| | |
| | 14) NO ELECTRICAL OR MECHANICAL |
| | INDICATED. |
| | |
| | 15) PLANS INDICATE USE OF 8" BLACKET |
| | INSULATION AS OPTIONAL, SEE 13-604.1.C.1 |
| | ADDITIONS. ALL ROOF/CEILINGS SHALL BE |
| | INSULATED TO THE MINIMUM R-VALUE GIVEN |
| | ON TABLE 6C-1 OF FORM 600C FOR THE TYPE |
| | OF CONSTRUCTION USED IN THE ADDITION. |
| | |
| | 16) TABLE 2307.6B* REQUIRES 19/32" ROOF |
| | SHEATHING. FOOTNOTE (6) IN NO CASE SHALL |
| | ANY ROOF SHEATHING BE LESSTHAN 32/16 |
| | 19/32" WOOD STRUCTURAL PANELS IN SPANS |
| | 16" OR MORE. |
| | |
| | 17) 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. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
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