| Date |
Text |
| 2004-12-02 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 04110234 |
| | ADD: 1019 WINDSOR AV |
| | CONT: INTEGRITY BUILDING CONT |
| | TEL: (561)841-1666 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1STREVIEW |
| | ACTION: DENIED |
| | |
| | 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. |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2)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. |
| | |
| | 3) PROVIDE ENERGY CALCULATIONS AND |
| | EQUIPMENT SIZING CALCULATIONS (MANUAL |
| | J) |
| | AS REQUIRED BY THE 2001 FLORIDA ENERGY |
| | EFFICIENTCY CODE FOR BUILDING CONSTRUC- |
| | TION. |
| | 4) SHEET A.1 NOTES LISTED UNDER PLYWOOD |
| | |
| | ROOF SHEATHING, (D) HIGH RIB LATH |
| | NAILINGSHALL COMPLY WITH, 2504.2.2. |
| | 2504.2.2 INSTALLATION OF EXTERIOR |
| | LATHING AND FRAMING SHALL COMPLY WITH |
| | ASTM C-1063.(7.10.2.3) EXPANDED 3/8" |
| | RIB |
| | LATH SHALL BE ATTACHED TO HORIZONTAL |
| | FRAMING MEMBERS WITH NAILS OR STAPLES |
| | TO |
| | PROVIDE AT LEAST 1 3/4" PENETRATION |
| | INTO |
| | THE WOOD FRAMING MEMBER, 3/4" INTO |
| | VERTICAL WOOD FRAMING MEMBERS. |
| | 7.10.1.1RIB LATH SHALL BE ATTACHED |
| | TO FRAMINGMEMBERS AT EACH RIB |
| | (4") O.C.5) |
| | |
| | 5) SHEET A.1 WOOD NOTES INDICATE THAT |
| | THE WOOD TRUSSES ARE TO BE REVIEWED BY |
| | THE DESIGNER OF RECORD BEFORE |
| | FABRICATION. THIS ALSO HOLD TRUE FOR |
| | THE |
| | BUILDING DEPARTMENT, PLEASE HAVE THE |
| | DESIGNER OF RECORD REVIEW AND DOCUMENT |
| | BEFORE SUBMITTAL TO THE BUILDING |
| | DEPARTMENT. |
| | |
| | 6) 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) FRENCH DOORS IF REPORT JELD-WEN IS |
| | TO BE USED , HIGHLIGHT THE PRODUCT AND |
| | MODEL DESCRIPTION, TO IDENTIFY THE |
| | LIMITS OF USE. |
| | |
| | 7) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, THE |
| | STORM SHUTTER REPORT SUBMITTED, |
| | HIGHLIGHT THE CONNECTION TYPES TO BE |
| | USED. ALSO HIGHLIGHT THE ANCHORS TO BE |
| | USED, AND THE TYPE OF STRUCTURE, USE |
| | **CONCRETE**. |
| | |
| | 8) SHEET A.3 TRUSS ANCHOR SCHEDULE, |
| | SCHEDULE INDICATE THE USE OF SIMPSON & |
| | USP BUT THE SCHEDULE DOESN'T INDICATE |
| | IF THE REFRENCEED STOCK NUMBER IS USP OR |
| | |
| | SIMPSON, SOME ARE BOTH WITH DIFFERENT |
| | VALUES. |
| | 1707.3.1 JOIST HANGERS, FRAMING ANCHORS |
| | & SIMILAR DEVICES SHALL BE TEST- ED IN |
| | ACCORDANCE W/ ASTM D 1761 & BE LABELED |
| | AND LISTED FOR THEIR LOAD CARRY- ING |
| | CAPACITY. |
| | UNTIL THE MANUFACTURER IS KNOWN THE |
| | VALUES WILL NOT BE REVIEWED, REMEMBER: |
| | 1609.4.3 LOAD REDUCTION. |
| | WHEN STRUCTURAL EFFECTS DUE TO TWO OR |
| | MORE LOADS IN COMBINATION WITH DEAD LOAD |
| | ARE INVESTIGATED IN LOAD COMBINATIONS OF |
| | 1609.4.1 OR 1609.4.2, THE COMBINED |
| | EFFECTS DUE TO THE TWO OR LOADS MULTI- |
| | PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD |
| | LOADS SHALL NOT BE LESS THAN THE EFFECTS |
| | FROM THE LOAD COMBINATION OF THE DEAD |
| | LOAD PLUS THE LOAD PRODUCING THE LARGEST |
| | EFFECTS. INCREAS IN ALLOWABLE STRESS SPE |
| | CIFIED IN THE MATERIALS SECTIONS OF THIS |
| | CODE OR A REFRENCED STANDARD SHALL NOT |
| | BE USED WITH THESE LOAD COMBINATIONS |
| | EXCEPT THAT A DURATION OF LOAD INCREASE |
| | SHALL BE PERMITTED IN ACCORDANCE WITH |
| | CHAPTER 23. |
| | |
| | |
| | 9)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. |
| | |
| | 10) ALL INFORMATION, DRAWINGS, SPECIF- |
| | ICATIONS AND ACCOMPANYING DATA SHALL |
| | BEAR THE NAME AND SIGNATURE OF THE |
| | PERSON RESPONSIBLE FOR THE DESIGN. |
| | CITY AMENDMENTS 104.2.1 |
| | |
| | 11) SEE THE ATTACHED SHEET FOR REQUIRE- |
| | MENTS FOR ROYAL WALL PRODUCTS. |
| | |
| | 12) 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. |
| | |
| | 13) CALCULATED VALUE: |
| | A/C AREA 1224 SQ FT X $76.96=$94,199.04 |
| | NON AREA91 SQ FT X $41.60=$ 3,785.60 |
| | TOT AREA 1315 SQ FTTOTAL$97,984.64 |
| | |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
