| Date |
Text |
| 2013-01-02 11:27:51 | RESIDENTIAL (R3) ADDITION, BUILDING REVIEW COMMENTS. |
| | CODE: 2010 FBC. |
| | |
| | 1- ALL INFORMATION, DRAWINGS, SPECIFICATIONS AND |
| | ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE OF |
| | THE PERSON RESPONSIBLE FOR THE DESIGN. SEC. 107.2.1 |
| | CITY AMENDMENTS TO FBC. |
| | IF THE DESIGNER IS A CONTRACTOR AS REQUIRED BY SEC. |
| | 107.3.4.3, THEN SIGN THE PLANS ACCORDINGLY. |
| | |
| | 2- SHEET 1 OF 4: THIS IS A BATHROOM ADDITION NOT |
| | ALTERATION LEVEL TWO. REVISE AS REQUIRED BY SEC. 407 OF |
| | 2010 FBC-EXISTING BUILDING. |
| | |
| | 3- SHEET 2 OF 4: |
| | A) OPENINGS ON EXISTING MASTER BEDROOM WERE CLOSED. |
| | PROVIDE SPECIFICATIONS/DETAILS SHOWING HOW COMPLYING |
| | WITH THE EGRESS REQUIREMENTS OF SEC. R310. |
| | |
| | B) NOTE #2 SPECIFIES EXTERIOR WALLS TO BE 2X4 STUDS |
| | WITH R-19 INSULATION. R-19 BATT INSULATION DOESN'T FIT |
| | ON 2X4 WALL. REVISE AS REQUIRED. ALSO, COORDINATE WITH |
| | THE ENERGY CALCULATIONS SUBMITTED. REVISE AS REQUIRED. |
| | SEC. 107.2.1 CITY AMENDMENTS TO FBC. |
| | |
| | C) SIZE OF FOOTING SHOWN ON THE FOUNDATION PLAN DOESN'T |
| | MATCH SIZE SHOWN ON THE TYP. WALL SECTION. REVISE AS |
| | REQUIRED. SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | 4- SHEET 3 OF 4: |
| | A) PROVIDE FRAMING DETAILS/SPECIFICATIONS FOR ARCHED |
| | WINDOW. SEC. 107.2.1 CITY AMENDMENTS TO FBC. |
| | |
| | B) CLARIFY THE DESIGN PRESSURES SHOWN FOR THE WINDOWS. |
| | THERE ARE TWO DIFFERENT SPECS SHOWN. NOTE; KEEP IN MIND |
| | THAT ACCORDING TO SEC. R301.2.1.3 THIS HOUSE IS LOCATED |
| | ON EXPOSURE "D". |
| | |
| | C) WALL SECTION. CLARIFY IF USING 2X4 STUDS OR 2X6 |
| | STUDS. BOTH ARE SPECIFIED ON ON THE SAME WALL DETAIL. |
| | SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | D) REVISE FOOTING SIZE SHOWN ON WALL SECTION. MINIMUM |
| | DEPTH BELOW GRADE IS 12".. SEC. R403.1.4 OF 2010 |
| | FBC-RESIDENTIAL. ALSO, COORDINATE SIZE WITH ITEM #3(C) |
| | ABOVE. |
| | |
| | 5- SHEET 4 OF 4: |
| | A) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR |
| | GIRDER TO SUPPORT EXISTING SPAN AS SHOWN ON THE TRUSS |
| | LAYOUT FROM FLORIDA QUALITY TRUSS. SPECIFY GIRDER SIZE, |
| | LOCATION, SUPPORT AT THE ENDS TO RESIST THE CALCULATED |
| | UPLIFT LOADS. *** NOTE: ALSO, PROVIDE SPECIFICATIONS |
| | FOR SHORING WHEN REMOVING EXISTING BEARING WALL TO |
| | ALLOW FOR NEW ADDITION. SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | B) REVISE NAILING SCHEDULE TYPE OF NAIL AND NAIL |
| | SPACING. ROOF SHEATHING REQUIRES MIN. 8D RING SHANK |
| | NAILS. AND THE SPACING REQUIRED FOR ZONE #3 IS 4"O.C. |
| | AND 6"O.C. FOR ZONES 1 AND 2. SEC. R803.2.3.1 OF 2010 |
| | FBC-RESIDENTIAL. |
| | |
| | C) REVISE THE ROOF SHEATHING NOTES SHOWN ON THE ROOF |
| | FRAMING PLAN FOR ROOF AREA #1. COORDINATE WITH #5(A) |
| | ABOVE. |
| | |
| | D) TRUSS LOADS ARE NOT ADDED CORRECTLY. TOTAL LOAD |
| | SHALL BE 60PSF NOT 50. REVISE AS REQUIRED. SEC. 107.2.1 |
| | CITY AMENDMENTS. |
| | |
| | F) REVISE ROOF ZONES DIMENSIONS SHOWN ON THE ROOF |
| | FRAMING PLAN. GABLE ENDS ZONE #3 IS 5'-0" MIN AND ZONE |
| | #2 IS 4'-0" MIN. . SEE FIGURE R803.2.3.1 OF 2010 |
| | FBC-RESIDENTIAL AND REVISE AS REQUIRED. |
| | |
| | 6- PROVIDE SOIL TEST REPORT (2 COPIES) AS REQUIRED BY |
| | SEC. R401.4 OF 2010 FBC-RESIDENTIAL. |
| | |
| | 7- ENERGY CALCULATIONS SUBMITTED: |
| | A) COMPLETE ALL THE INFORMATION ON TOP OF FORM, |
| | INCLUDING PROJECT NAME AND ADDRESS, OWNER, PERMITTING |
| | OFFICE AND JURISDICTION NUMBER. SEC. 103.2.1.1.1 OF |
| | 2010 FBC-ENERGY CONSERVATION. |
| | |
| | B) REVISE ITEMS 6A, 6B AND 6C. NEED TO PROVIDE MINIMUM |
| | REQUIREMENTS FROM TABLE 402A OF SECOND SHEET OF THE |
| | ENERGY CALCULATIONS SUBMITTED. |
| | |
| | C) PERSON WHO PREPARED THE ENERGY CALCULATIONS AND |
| | OWNER/AGENT NEED TO SIGN AND DATE THE BOTTOM OF THE |
| | FORM. SEC. 103.2.1.1.1 OF 2010 FBC-ENERGY CONSERVATION. |
| | |
| | 8- TRUSS LAYOUT FROM FLORIDA QUALITY TRUSS. |
| | A) ROOF LOADS DON'T MEET THE ROOF LOADS SPECIFIED BY |
| | THE DESIGNER OF RECORD. SEE SHEET 4 OF 4 AND REVISE AS |
| | REQUIRED. SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | B) ENGINEER TO SIGN AND SEAL ALL THE TRUSS DRAWINGS. |
| | AND, NEED TO PROVIDE ORIGINAL SIGNATURE NOT RUBBER |
| | STAMP AS REQUIRED BY CHAPTER 471 FLORIDA STATUTE. SEC. |
| | 107.1 CITY AMENDMENTS TO FBC. |
| | |
| | 9- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY |
| | DCA RULE 9N-3 FOR: |
| | A) THE AWNING WINDOWS AS SPECIFIED ON PLANS. NONE |
| | SUBMITTED AT THIS TIME. ONE SUBMITTED IS FOR SINGLE |
| | HUNG WINDOWS. |
| | |
| | B) ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON PLANS |
| | AND DETAILS. PROVIDE ONLY THE PRODUCT APPROVAL COVER |
| | PAGE AND PAGE SHOWING THE SPECIFIED CONNECTOR. |
| | |
| | 10- DESIGNER OF RECORD TO REVIEW AND APPROVE IN WRITING |
| | ALL THE PRODUCT APPROVALS (INCLUDING THE ONES ALREADY |
| | SUBMITTED) AS REQUIRED BY SEC. 107.3.4.1 CITY |
| | AMENDMENTS. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561)805-6712 |
