| Date |
Text |
| 2007-03-15 18:57:30 | BUILDING REVIEW CHECKLIST: |
| | 1- AFTER PLANS ARE REVISED BY THE ENGINEER, BRING THEM |
| | TO PALM BEACH COUNTY(2300 N. JOG RD. (561)233-5115) |
| | TO PAY IMPACT FEES. BRING BACK STAMPED PLANS AND COPY |
| | OF PAID RECEIPT. |
| | |
| | 2- NEED RECORDED NOTICE OF COMMENCEMENT AS REQUIRED BY |
| | SEC. 713.13 FLORIDA STATUTE. |
| | |
| | 3- PROVIDE TWO COPIES OF EVERYTHING: PLANS, ENERGY |
| | CALCULATIONS, PRODUCT APPROVALS, SURVEYS, ETC. |
| | |
| | 4- ENERGY CALCULATIONS: |
| | A) NEED TO BE LEGIBLE. |
| | |
| | B) REVISESQUARE FOOTAGE OFEXTERIOR WALL AREA. |
| | |
| | C) OWNER/AGENT TO SIGN AND DATE BOTTOM OF FORM |
| | |
| | 5- PROVIDE DRAINAGE PLAN AS REQUIRED BY SEC. R401.3 |
| | 2004 FLORIDA RESIDENTIAL CODE. ALSO, RAIN WATER CAN'T |
| | BE DIRECTED TO NEIGHBOR'S PROPERTY. |
| | |
| | 6- BUILDING VALUATION DECLARED ON THE PERMIT |
| | APPLICATION IS TOO LOW.VALUE UPDATED TO $125,620. |
| | OWES $1773.76 THIS IS THE TOTAL PERMIT FEE. |
| | |
| | 7- PROVIDE PRODUCT APPROVAL AS REQUIRED BY DCA RULE |
| | 9B-72 FOR: |
| | A) ROOF SHINGLES. |
| | B) EXTERIOR DOORS. |
| | C) STORM SHUTTERS. |
| | D) SINGLE HUNG WINDOWS. |
| | E) ALL STRUCTURAL CONNECTORS SPECIFIED ON PLANS. |
| | |
| | 8- SPECIFY ATTIC ACCESS AS REQUIRED BY SEC. R807 2004 |
| | FLORIDA RESIDENTIAL CODE. |
| | |
| | 9- WHERE IS THE EXISTING KITCHEN LOCATED AND HOW IS |
| | THAT ROOM GOING TO BE REMODELED. ZONING DOESN'T ALLOW 2 |
| | KITCHENS IN THE SAME RESIDENCE. |
| | |
| | 10- PROVIDE COMPLETE INFORMATION FOR STORM SHUTTERS, |
| | INCLUDING PRODUCT APPROVAL AND COMPLETE INSTALLATION |
| | SCHEDULE. SEE ATTACHED COPY OF INSTALLATION SCHEDULE. |
| | |
| | 11- ENGINEER TO PROVIDE THE FIRM' S CERTIFICATE OF |
| | AUTHORIZATIONNUMBER AS REQUIRED BY 61G15-23.002 OF |
| | FLORIDA ADMINISTRATIVE CODE. |
| | |
| | 12- SHEET A1: |
| | A) SITE PLAN DOESN'T SHOW NEW LAUNDRY. |
| | |
| | B) INFORMATION ON STRUCTURAL NOTES AND DESIGN |
| | PARAMETERS AND ANALYSIS DON'T MATCH.REVISE LIVE AND |
| | DEAD LOADS AS REQUIRED. |
| | |
| | C) SPECIFYALLLIVE LOADS INCLUDING UNIFORMLY |
| | DISTRIBUTED LIVE LOADS AS REQUIRED BY TABLE R301.5 2004 |
| | FLORIDA RESIDENTIAL CODE. |
| | |
| | D) DESIGN PARAMETERS AND ANALYSIS: |
| | * ROOF PITCH DOESN'T MATCH ELEVATIONS. REVISE AS |
| | REQUIRED. |
| | ** WHY FLOOR LOADS IS N/A? |
| | *** PROVIDE CALCULATIONS FOR DOOR AND WINDOW DESIGN |
| | PRESSURES AND CLEARLY IDENTIFYIF THEY ARE LOCATED IN |
| | THE END OR INTERIOR ZONE.DESIGN PRESSURES CAN'T BE |
| | THE SAME FOR INTERIOR AND END ZONES. SEC. 106.1.2 CITY |
| | AMENDMENTS TO FBC 2004. |
| | **** THERE IS NO MEAN BUILDING HEIGHT, BUT MEAN ROOF |
| | HEIGHT. AND, MEAN ROOF HEIGHT IS INCORRECT. WHERE IS IT |
| | TAKEN FROM?REVISE AS REQUIRED. |
| | |
| | |
| | 13- SHEET A2: |
| | A) SPECIFY SAFETY GLASS FOR WINDOWS BY BATHROOM TUB |
| | AREA AS REQUIRED BY SEC. R308.4 OF 2004 FLORIDA |
| | RESIDENTIAL CODE. |
| | |
| | B) SPECIFY SAFETY GLASS FOR WINDOW NEXT TO THE DOOR |
| | IN FAMILY ROOM AREA IN NORTH WALL. SEC. R308.4 2004 |
| | FLORIDA RESIDENTIAL CODE. |
| | |
| | C) IDENTIFY ROOM THAT CONNECTS EXISTING HOUSE TO THE |
| | NEW ADDITION. SEC. 106.1.2 CITY AMENDMENTS TO FBC |
| | 2004. |
| | |
| | D) PROVIDE COMPLETE SPECIFICATIONS FOR ATTACHMENT OF |
| | NEW FOOTING TO EXISTING FOOTING.RE-BARS SHOWN, BUT NO |
| | INFORMATION WAS GIVEN. SEC. 106.1.2 CITY AMENDMENTS TO |
| | FBC 2004. |
| | |
| | E) SPECIFICATIONS FOR CONCRETE SLAB ARE NOT CLEAR. |
| | IS IT FIBER MESH OR WELDED WIRE MESH?. REVISE AS |
| | REQUIRED. |
| | |
| | F) SPECIFY DROP AT EXTERIOR DOORS. INCLUDING LAUNDRY |
| | ROOM.ONLY ONE DOOR PROVIDED THIS INFORMATION. |
| | |
| | G) SPECIFY WHAT FINISH MATERIAL IS GOING TO BE |
| | OUTSIDE SWING DOORS. CONCRETE, PAVERS?. SHOW ON PLANS. |
| | INCLUDING OUTSIDE OF LAUNDRY AREA.. SEC. 106.1.2 CITY |
| | AMENDMENTS TO FBC 2004. |
| | |
| | 14- SHEET A3:WEST ELEVATION SHOWS PITCHED ROOF AT |
| | LAUNDRY AREA. CURRENT CARPORT HAS A FLAT ROOF. REVISE |
| | AS REQUIRED. |
| | |
| | 15- SHEET A4: |
| | A) THERE IS NOT ROOF FRAMING INFORMATION FOR NEW |
| | LAUNDRY AREA. PROVIDE COMPLETE INFORMATION. |
| | |
| | B) ROOF TRUSSES ABOVE EXISTING ROOF ARE DESIGNED |
| | WITH LINEAR UPLIFT LOADS, NO AT THE ENDS. SEE TRUSS |
| | PACKAGE. SPECIFY CONNECTORS AS REQUIRED. |
| | |
| | C) SPECIFIED CONNECTORS NEED TO RESIST CALCULATED |
| | ALL THE UPLIFT LOADS.CONNECTORS DON'T RESIST |
| | ENGINEERED TRUSSES CALCULATED UPLIFT LOADS ON SOME |
| | TRUSSES. REVIEW ENGINEERED TRUSSES AND REVISE AS |
| | REQUIRED. |
| | |
| | D) ENGINEEROF RECORD TOSPECIFY CALCULATED UPLIFT |
| | LOADS. SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004. |
| | |
| | E) ENGINEER OF RECORD TO SPECIFY SUPPORTS (COLUMNS) |
| | TO RECEIVE GIRDER TRUSSES. SEC. 106.1.2 CITY AMENDMENTS |
| | TO FBC 2004. |
| | |
| | F) ENGINEER OF RECORD TO CLARIFY WHY SPECIFYING |
| | 2-SIMPSON MTS 20CONNECTORSFOR ROOF TRUSSES ON WEST |
| | SIDE ROOF, WHILE SPECIFYING ONLY ONE ON EAST SIDE ROOF. |
| | SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004. |
| | |
| | 16- SHEET A5: |
| | A) DOOR JAMB DETAIL: CLARIFY WHY USING TAPCONS |
| | INSTEAD OF WOOD SCREWS.PROVIDE MANUFACTURER SPECS |
| | FOR TAPCONS IN WOOD CONSTRUCTION. SPECIFY HOW LONG ARE |
| | THE TAPCONS. SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004. |
| | |
| | ***NOTE: SAME COMMENT APPLIES TO WINDOW JAMB DETAIL. |
| | |
| | B) FRAME WALL DETAIL DOESN'T MATCH WINDOW/DOOR JAMB |
| | DETAIL.. NUMBER OF STUDS TO MATCH. REVISE AS REQUIRED. |
| | |
| | C) FRAME WALL DETAIL: |
| | * USING 2X4 OR 2X6 STUDS. DETAIL CALLS FOR BOTH |
| | SIZES. REVISE AS REQUIRED. |
| | ** PROVIDE HEADER SPECIFICATIONS. THERE IS NOT |
| | INFORMATION ON PLAN. SEC. 106.1.2 CITY AMENDMENTS TO |
| | FBC 2004. |
| | |
| | D) WALL SECTION: |
| | * THERE ARE NO SPECIFICATIONS FOR WALL SHEATHING. |
| | SPECIFY THICKNESS, AND NAIL SIZE AND SPACING. SEC. |
| | 106.1.2 CITY AMENDMENTS TO FBC 2004. |
| | ** THERE ARE NO SPECIFICATIONS FOR ATTACHMENT OF |
| | BOTTOM PLATE AND TYPE OF WOOD. SPECIFY TREATED WOOD AND |
| | ANCHOR SIZE AND SPACING. SEC. 106.1.2 CITY AMENDMENTS |
| | TO FBC 2004. |
| | *** CONCRETE SLAB INFORMATION DOESN'T MATCH |
| | INFORMATION IN FOUNDATION PLAN. |
| | **** PROVIDE SPECIFICATIONS SHOWING COMPLIANCE WITH |
| | SEC. R319.1(5) OF 2004 FLORIDA RESIDENTIAL CODE. |
| | |
| | 17- TRUSS PACKAGE: |
| | A) ENGINEER OF RECORD TO REVIEW AND APPROVE TRUSSES |
| | PRIOR TO SUBMITTAL TO THIS OFFICE. |
| | |
| | B) ALL ENGINEER DRAWINGS TO HAVE ENGINEER'S ORIGINAL |
| | SEAL, SIGNATURE AND DATE AS REQUIRED BY SEC. 471 |
| | FLORIDA STATUTE AND SEC. 61G15-23.002 FLORIDA |
| | ADMINISTRATIVE CODE. |
| | |
| | C) ENGINEER TO PROVIDE ALL HIS INFORMATION IN ALL |
| | DRAWINGS AS REQUIRED BY SEC. 61G15-23.002 FLORIDA |
| | ADMINISTRATIVE CODE. |
| | |
| | |
| | JULIO GOMEZ |
| | BUILDING PLANS EXAMINER |
| | (561)805-6712 |
