| Date |
Text |
| 2011-02-16 12:21:26 | NEW SINGLE RESIDENCE (R3) BUILDING REVIEW CHECKLIST. |
| | 2007 FLORIDA RESIDENTIAL CODE WITH 2009 REVISIONS. |
| | |
| | 1- ACCORDING TO 2009 REVISIONS SEC. R301.2.1.4.3(2) |
| | THIS BUILDING IS LOCATED ON EXPOSURE "C" AND ROOF |
| | SHEATHING UPLIFT AND ROOF TO WALL UPLIFT LOADS SHALL BE |
| | INCREASED BY 20%. STRUCTURAL PLANS TO INDICATE THE |
| | ADDITIONAL 20 PERCENT INCREASE AND PROVIDE |
| | SPECIFICATIONS SHOWING COMPLIANCE WITH THIS |
| | REQUIREMENT. |
| | |
| | 2- FOR YOUR INFORMATION: PROPERTY IS LOCATED ON FLOOD |
| | ZONE A5. ELEVATION CERTIFICATES WILL BE REQUIRED DURING |
| | THE CONSTRUCTION AND AT THE END OF CONSTRUCTION. |
| | |
| | 3- PLANS ARE STAMPED BY PALM BEACH COUNTY FOR IMPACT |
| | FEES. PROVIDE COPY OF PAID RECEIPT. |
| | |
| | 4- PROVIDE COMPLETE SPECIFICATIONS AND UL LISTING FOR |
| | OUTDOOR FIREPLACE AS REQUIRED BY SEC. R1005 OF 2007 |
| | FLORIDA RESIDENTIAL CODE. |
| | |
| | 5- FIRST FLOOR BATHROOM TO HAVE DOORS THAT ALLOW 29" |
| | MIN. CLEAR OPENING AS REQUIRED BY SEC. 11-11.1 OF 2007 |
| | FBC. |
| | |
| | 6- A) PROVIDE WINDOW CUT SHEETS FOR EGRESS WINDOWS |
| | (3'X5' DOUBLE HUNG WINDOWS) SHOWN ON BEDROOMS #2 TO |
| | VERIFY CLEAR OPENING SIZE OF 5.7S.F. AS REQUIRED BY |
| | SEC. R310.1.1. |
| | |
| | B) PROVIDE PRODUCT APPROVAL AND COMPLETE SPECIFICATIONS |
| | AND CUT SHEETS FOR CUSTOM EGRESS WINDOW CALLED "AD" |
| | SHOWN ON BEDROOM #4. SEC. R310. |
| | |
| | C) PROVIDE PRODUCT APPROVAL FOR CUSTOM WINDOWS "AE" AND |
| | "H" AS SHOWN ON THE WINDOW SCHEDULE. |
| | |
| | D) BEDROOM #3 WINDOWS DON'T COMPLY WITH THE EGRESS |
| | REQUIREMENTS OF SEC. R310. REVISE AS REQUIRED. |
| | |
| | 7- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY |
| | DCA RULE 9B-72 FOR: |
| | A) UNDERLAYMENT SYSTEM SPECIFIED ON SHEETS A3 AND A4 |
| | FOR 5V CRIMP METAL ROOFING. |
| | |
| | B) SHINGLE ROOF SYSTEM AS SPECIFIED ON SHEETS A3 AND |
| | A4. |
| | |
| | C) SEALOFLEX WATERPROOFING SUBMITTED: (1) ARCHITECT TO |
| | REFER TO CURRENT NOA 10-0608.02 SUBMITTED. (2) |
| | ARCHITECT TO IDENTIFY WHICH SPECIFIC APPROVED ASSEMBLY |
| | IS GOING TO BE INSTALLED. (3) ARCHITECT TO REVISE RAS |
| | 117 CALCULATIONS SUBMITTED. NAIL ENHANCING AT CORNER |
| | AREAS CAN'T BE LESS THAN 4"O.C. SEE SEC. 8.1 OF RAS |
| | 117. REVISE NAIL SPACING AS REQUIRED. |
| | |
| | D) GREEN RIVER CEDAR SHAKES AND SHINGLES NOA 06-1107.01 |
| | SUBMITTED. CLARIFY IF USING SHINGLES OR SHAKES. |
| | ARCHITECT SPECIFIES SHINGLES BUT SIZE SPECIFIED IS FOR |
| | SHAKES. SEE ARCHITECTURAL ELEVATIONS, NOA SUBMITTED AND |
| | RAS 130 TABLE 1. REVISE/CLARIFY AS REQUIRED. ALSO, |
| | ARCHITECT TO REVIEW AND APPROVE IN WRITING NOA |
| | SUBMITTED. |
| | |
| | E) ARCHITECT TO REVIEW AND APPROVE IN WRITING UC3 |
| | COPPER PANELS SUBMITTED. |
| | |
| | F) ENTRY DOOR AS SHOWN ON PLANS. |
| | |
| | G) GARAGE DOORS AS SHOWN ON PLANS. |
| | |
| | H) PRECAST LINTELS AS SHOWN ON PLANS. |
| | |
| | I) SHUTTERS AS SHOWN ON PLANS. AND, PROVIDE COMPLETE |
| | INSTALLATION SCHEDULE AND CLEARLY MARK ON SHUTTERS |
| | DRAWINGS SPECIFIC ANCHOR TYPE AND SPACING TO BE USED TO |
| | VERIFY COMPLIANCE WITH THE DESIGN PRESSURES OF SEC. |
| | R301. |
| | |
| | J) METAL LOUVERED PANELS SHOWN ON EXTERIOR ELEVATIONS |
| | BY THE PORCHES AREAS. AND, CLEARLY IDENTIFY PROPOSED |
| | INSTALLATION TO VERIFY COMPLIANCE WITH THE DESIGN |
| | PRESSURES OF SEC. R301. |
| | |
| | 8- ARCHITECT TO REVIEW AND APPROVE IN WRITING ALL |
| | PRODUCT APPROVALS. SEC. 106.3.3 CITY AMENDMENTS TO FBC. |
| | |
| | 9- SHEET S1: |
| | A) DESIGN PRESSURES SHOWN FOR ONE STORY BUILDING DON'T |
| | CORRESPOND TO EXPOSURE "C" WORST CASE SCENARIO. REVISE |
| | AS REQUIRED. REVISE NUMBERS SHOWN ON THE GRAPH AND |
| | NUMBERS SHOWN BELOW. |
| | |
| | B) SPECIFY ALL THE DESIGN LOADS INCLUDING THE ATTIC |
| | LIVE LOAD AS REQUIRED BY SEC. R301 AND TABLE R301.5 OF |
| | 2007 FLORIDA RESIDENTIAL CODE. |
| | ALSO, SPECIFY ALL THE SECOND FLOOR LOADS ON MAIN HOUSE. |
| | SHEET S3 ONLY PROVIDE SPECIFICATIONS FOR THE GUEST |
| | HOUSE. |
| | ***NOTE: INCLUDE THE ADDITIONAL WEIGHT OF THE GYP-CRETE |
| | FLOOR UNDERLAYMENT. SEE NOTE ON SHEET A2. |
| | |
| | 10- PROVIDE SOIL TEST REPORT. SEC. R401.4 2007 FLORIDA |
| | RESIDENTIAL CODE. |
| | |
| | 11- SHEET S-4: REVISE ROOF SHEATHING DETAIL: REVISE |
| | ROOF SHEATHING NAILING SPECIFICATIONS. NEED TO SPECIFY |
| | MIN. 8D RING SHANK NAILS AS REQUIRED BY SEC. |
| | R803.2.3.1. |
| | |
| | 12- SHEET SW1: |
| | A) UPDATE ASCE EDITION SPECIFIED ON STRUCTURAL NOTES. |
| | REFER TO ASCE 7-05 NOT 02. |
| | |
| | B) REVISE WIND DESIGN CRITERIA. REFER TO CORRECT |
| | BUILDING EXPOSURE "C". |
| | |
| | 13- ENERGY CALCULATIONS: |
| | A) OWNER/AGENT TO SIGN AND DATE BOTTOM OF FORM. |
| | |
| | B) REVISE TYPE OF ROOF SPECIFIED ON SECOND PAGE. SEE |
| | ARCHITECTURAL DRAWINGS FOR TYPE OF ROOFS TO BE USED. |
| | |
| | C) PROVIDE COMPLETE INFORMATION ON TOP OF FORM. |
| | INCLUDING BUILDER NAME. |
| | |
| | 14- ENERGY CALCULATIONS SPECIFY UNVENTED ATTIC. PROVIDE |
| | COMPLETE SPECIFICATIONS FOR TYPE OF INSULATION TO BE |
| | USED. |
| | ***NOTE: ARCHITEC TO REVIEW AND APPROVE IN WRITING ALL |
| | THE SPECIFICATIONIS PRIOR TO SUBMITTAL TO THIS OFFICE. |
| | |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561)805-6712 |
