| Date |
Text |
| 2009-01-06 14:31:06 | RESIDENTIAL (R3) ADDITION/ALTERATION, BUILDING REVIEW |
| | CHECKLIST. |
| | REVIEW UNDER 2004 FLORIDA RESIDENTIAL CODE WITH 2007 |
| | REVISIONS. |
| | |
| | 1- NEED RECORDED NOTICE OF COMMENCEMENT AS REQUIRED BY |
| | SEC. 713.13 FLORIDA STATUTE. |
| | ***NOTE: THIS MAY BE RECORDED LATER ON AT TIME OF |
| | PERMIT PICK UP. |
| | |
| | 2- SCOPE OF WORK SHOWN ON PERMIT APPLICATION DOESN'T |
| | MATCH SCOPE OF WORK SHOWN ON PLANS SUBMITTED. REVISE AS |
| | REQUIRED TO MATCH AND UPDATE VALUATION ON THE PERMIT |
| | APPLICATION AS REQUIRED. PERMIT VALUATION TO INCLUDE |
| | ALL WORK TO BE PERFORMED INCLUDING THE ENGINEER FEES. |
| | SEC. 108.3 CITY AMENDMENTS TO FBC 2004. |
| | ***NOTE: ALSO, UPDATE NAME OF OWNER. PERMIT APPLICATION |
| | SAYS ONE PERSON. PLANS AND PROPERTY APPRAISAL SAYS |
| | ANOTHER. CLARIFY/REVISE AS REQUIRED. |
| | |
| | 3- PROVIDE AREA TABULATION SHOWING EXISTING AREAS AND |
| | NEW AREAS INCLUDING ENTRY AREA, REAR AREA AND STORAGE |
| | AREA FOR NEW GAS WATER HEATER. |
| | ***ALSO, BRING PLANS TO PALM BEACH COUNTY (2300 N. JOG |
| | RD (561)233-5120) TO VERIFY IF IMPACT FEES ARE DUE OR |
| | NOT. BRING BACK STAMPED PLANS AND COPY OF PAID RECEIPT |
| | IF FEES ARE DUE. |
| | |
| | 4- PROVIDE ENERGY CALCULATIONS AS REQUIRED BY SEC. |
| | 13-600.0 FBC 2004. |
| | NOTE: MAKE SURE CORRECT REVISED 2004 FORM IS USED AND |
| | COMPLETE INFORMATION IS PROVIDED, INCLUDING OWNER/AGENT |
| | SIGNATURE AND DATE. |
| | |
| | 5- PROVIDE 2 COPIES OF PRODUCT APPROVALS AS REQUIRED BY |
| | DCA RULE 9B-72 FOR: |
| | A) FLAT ROOF. AND, CLEARLY IDENTIFY SPECIFIC APPROVED |
| | ASSEMBLY TO BE INSTALLED AND SPECIFIC BASE SHEET |
| | FASTENING OPTION. PROVIDE RAS 117 CALCULATIONS AS |
| | REQUIRED BY GENERAL LIMITATION #7. SEE GENERAL |
| | LIMITATIONS ON LAST PAGE OF DADE COUNTY NOA. IF RAS 117 |
| | CALCULATIONS ARE REQUIRED TO BE SIGNED AND SEALED, THEN |
| | PROVIDE SIGNED AND SEALED CALCULATIONS. |
| | |
| | B) ROOF SHINGLES AS SHOWN ON SHEET S-5. |
| | |
| | C) ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON PLANS |
| | AND DETAILS. PROVIDE ONLY THE FLORIDA PRODUCT APPROVAL |
| | COVER PAGE AND PAGE WHERE CONNECTOR IS SHOWN. THIS |
| | APPLIES TO STRUCTURAL CONNECTORS ONLY. OTHER PRODUCT |
| | APPROVALS REQUIRED COMPLETE REPORT. |
| | |
| | D) STORM SHUTTERS: PROVIDE COMPLETE INSTALLATION |
| | SCHEDULE. SEE ATTACHED SAMPLE. AND, ON NOA 08-0527.09 |
| | SUBMITTED MARK SPECIFIC MOUNTING CONDITIONS (EG: WALL |
| | MOUNTED, BUILD OUT, ETC) AND SPECIFIC ANCHOR TYPE AND |
| | SPACING TO BE USED TO VERIFY COMPLIANCE WITH THE DESIGN |
| | PRESSURES OF SEC. R301 OF 2004 FLORIDA RESIDENTIAL |
| | CODE. |
| | |
| | E) SINGLE HUNG WINDOWS. CHECK WINDOW SIZES AND DESIGN |
| | PRESSURES SHOWN ON NOA 05-1003.10 SUBMITTED WITH SIZES |
| | AND DESIGN PRESSURES SHOWN ON PLANS. PRODUCT APPROVAL |
| | MAY NOT BE USED FOR PROPOSED SIZES. |
| | |
| | 6- ENGINEER OF RECORD TO REVIEW AND APPROVED IN WRITING |
| | (NOT SIGNING AND SEALING) ALL PRODUCT APPROVALS AS |
| | REQUIRED BY SEC. 106.3.3 CITY AMENDMENTS TO FBC 2004. |
| | |
| | 7- SHEET S-1: PROVIDE CLEAR DETAIL SHOWING HOW ARE THE |
| | NEW (2)2X12 BEAMS ANCHORED TO THE PEDESTAL AT CORNERS |
| | AND INTERMEDIATE SUPPORTS TO VERIFY COMPLIANCE WITH THE |
| | UPLIFT LOADS OF SEC. R301 OF 2004 FLORIDA RESIDENTIAL |
| | CODE. SEE COMMENTS ON PLANS. FLOOR FRAMING PLAN |
| | PROVIDED IS NOT CLEAR. |
| | |
| | 8- SHEET S-2: |
| | A) CLARIFY WHY IS THERE AN AC UNIT BY THE KITCHEN AREA. |
| | PROVIDE COMPLETE LAYOUT OF KITCHEN AND BATHROOMS. NOTE |
| | REGARDING LAYOUT TO BE APPROVED BY HOMEOWNER IS NOT |
| | ACCEPTABLE. CLEARLY SHOW WHAT'S EXISTING AND WHAT'S NEW |
| | TO VERIFY COMPLIANCE WITH THE CODE REQUIREMENTS. |
| | |
| | B) REVISE ROOF FRAMING PLAN NOTE #3: ROOF ZONE 3 |
| | REQUIRES 4" O.C. 8D RING SHANK NAILS IN ROOF ZONE 3. AS |
| | REQUIRED BY SEC. R803.2.3.1 OF 2004 FLORIDA RESIDENTIAL |
| | CODE. REVISE AS REQUIRED AND IDENTIFY ROOF ZONE #3. |
| | |
| | C) CLARIFY FRAMING PLAN NOTES: WHAT'S DOES N.G.V.D |
| | STATE ON NOTE #1 AND #3 STANDS FOR:. |
| | |
| | 9- SHEET S-3: |
| | A) HOW IS ACCESS PROVIDED FOR THE NEW GAS WATER HEATER |
| | CLOSET. SEE CHAPTER 24 OF 2004 FLORIDA RESIDENTIAL CODE |
| | FOR PROHIBITED LOCATIONS. ALSO, PROVIDE ALL THE |
| | PERTINENT INFORMATION FOR PLUMBING REVIEW. |
| | |
| | B) DESIGN PRESSURES SHOWN ON DOORS AND WINDOWS DON'T |
| | CORRESPOND TO EXPOSURE "C" AS SPECIFIED ON |
| | MISCELLANEOUS NOTE #5 ON SHEET S-0. PROVIDE |
| | CALCULATIONS FOR DESIGN PRESSURES IN EXPOSURE "C" AND |
| | REVISE AS REQUIRED. |
| | |
| | C) WHY IS THE AC UNIT IN THE KITCHEN. PROVIDE ACTUAL |
| | KITCHEN AND BATHROOM LAYOUT LAYOUT. |
| | |
| | D) REVISE NOTE REGARDING WINDOWS TO BE BY "BETTERBILT". |
| | SEE PRODUCT APPROVAL SUBMITTED. |
| | |
| | E) REVISE WINDOW SCHEDULE. THEY ARE ALL SH3740, BUT THE |
| | SIZE IS DIFFERENT IN ALL OF THEM. REVISE AS REQUIRED. |
| | |
| | F) REVISE WOOD HEADER SCHEDULE. THERE ARE NOT 2X8 |
| | WALLS. REVISE NOTE UNDER BEAM HEADER. |
| | |
| | G) CLARIFY NAILING SCHEDULE. ARE THE STUDS TOE NAILED |
| | AT TOP AND BOTTOM?. PROVIDE CALCULATIONS SHOWING THAT |
| | SPECIFIED TOE NAILS WILL RESIST THE CALCULATED UPLIFT |
| | LOADS AND LATERAL LOADS FOR 140MPH WIND LOADS IN |
| | EXPOSURE "C". SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004 |
| | TO VERIFY COMPLIANCE WITH THE DESIGN LOADS OF SEC. R301 |
| | OF 2004 FLORIDA RESIDENTIAL CODE. CLARIFY WHY NOT USING |
| | HURRICANE STRAPS TO RESIST THE CALCULATED LOADS. |
| | |
| | H) SPECIFY SAFETY GLASS IN WINDOW NEXT TO THE DOOR IN |
| | NEW DEN AREA AND BY BATH TUB AREA. SEC. R308.4 2004 |
| | FLORIDA RESIDENTIAL CODE. |
| | |
| | I) CLARIFY WHY WALL IN MASTER BATH AREA IS ABUTTING THE |
| | WINDOW?. SEE COMMENTS ON PLANS. |
| | |
| | J) SHOW THE EXTERIOR LANDINGS, STEPS AND RAILINGS TO |
| | VERIFY COMPLIANCE WITH SEC. R311.4.3, R311.5 AND R312 |
| | OF 2004 FLORIDA RESIDENTIAL CODE. |
| | |
| | 10- SHEET S-4: |
| | A) ALL THE ELEVATIONS SHOWN ON THIS SHEET DON'T MATCH |
| | FLOOR PLANS. REVISE AS REQUIRED. |
| | |
| | B) REVISE DOOR AND WINDOWS DESIGN PRESSURES. COORDINATE |
| | WITH ITEM 9B ABOVE. |
| | |
| | C) ARCHED WINDOW IN FRONT ELEVATION DOESN'T MATCH |
| | WINDOW SCHEDULE SHOWN ON SHEET S-3. REVISE WINDOW |
| | SCHEDULE TO MATCH ELEVATION. |
| | |
| | D) CLARIFY WHAT'S THE HATCHED LINES SHOWN ON WINDOWS ON |
| | THE TOP RIGHT CORNER. IF THEY ARE AWNINGS, THEN NEED TO |
| | PROVIDE COMPLETE DESIGN AND STRUCTURAL INFORMATION TO |
| | SHOW COMPLIANCE WITH SEC. R301 OF 2004 FLORIDA |
| | RESIDENTIAL CODE. 140MPH IN EXPOSURE "C". |
| | |
| | 11- SHEET S-5: |
| | A) WALL SECTIONS AND DETAILS DON'T MATCH FLOOR PLANS |
| | AND EXTERIOR ELEVATIONS. REVISE AS REQUIRED. |
| | |
| | B) WALLS SECTIONS TO SPECIFY DOUBLE LAYER OF WATER |
| | RESISTANT BARRIER AS REQUIRED BY SEC. R703.6.3 OF 2004 |
| | FLORIDA RESIDENTIAL CODE. |
| | |
| | C) WALL SECTIONS TO SHOW CONTINUOUS LOAD PATH BETWEEN |
| | FOUNDATIONS, WALLS AND ROOF AS REQUIRED BY SEC. R601.2 |
| | OF 2004 FLORIDA RESIDENTIAL CODE. SPECIFY ALL FASTENERS |
| | THAT WILL PROVIDE THE CONTINUOUS TRANSFER OF LOADS FROM |
| | TOP TO BOTTOM. |
| | |
| | D) SPECIFY ROOF CROSS VENTILATION IN WALL SECTIONS AS |
| | REQUIRED BY SEC. R806 OF 2004 FLORIDA RESIDENTIAL CODE. |
| | |
| | E) SPECIFY CEILING INSULATION AND WALL INSULATION ON |
| | WALLS SECTIONS. COORDINATE WITH THE ENERGY |
| | CALCULATIONS. ALSO, REVISE R-VALUE SHOWN ON WALL |
| | SECTIONS. EG: R-30 DOESN'T FIT IN A 2X6 FRAMED WALL. |
| | |
| | F) WALL SECTIONS: SPECIFY HOW IS THE LEDGER (2X8 AND |
| | 2X6) THAT IS RECEIVING THE JOISTS OR RAFTERS ATTACHED |
| | TO VERIFY COMPLIANCE WITH THE DESIGN LOADS OF SEC. R301 |
| | OF 2004 FLORIDA RESIDENTIAL CODE. |
| | |
| | G) TYP. PARAPET WALL SECTION 1: * SPECIFY TYPE OF WOOD |
| | USED TO COMPLY WITH THE PROTECTION AGAINST DECAY SEC. |
| | R319 OF 2004 FLORIDA RESIDENTIAL CODE. |
| | ** SPECIFY UNDER FLOOR SPACE VENTILATION SIZE AND |
| | LOCATION AS REQUIRED BY SEC. R408 OF 2004 FLORIDA |
| | RESIDENTIAL CODE. SPECIFY LOCATION AND SIZE ON FLOOR |
| | PLANS. |
| | *** SPECIFY UNDER FLOOR SPACE ACCESS AS REQUIRED BY |
| | SEC. R408.3 OF 2004 FLORIDA RESIDENTIAL CODE. |
| | |
| | H) SECTION 2: SPECIFY HOW IS THE 2X8 LEDGER ATTACHED. |
| | SEC. R301. ALSO, CLARIFY WHAT'S THE NEW 1 3/4" X 11 |
| | 1/2" M-L. IS THIS ADDITIONAL TO THE LEDGER? DRAWING IS |
| | NOT CLEAR. |
| | |
| | I) STAIR SECTIONS AND DETAILS: |
| | * PROVIDE COMPLETE INFORMATION FOR RAILINGS AND STEPS |
| | TO VERIFY COMPLIANCE WITH TABLE R301.5 AND SECTIONS |
| | R311.4.3, R311.5 AND R312 OF 2004 FLORIDA RESIDENTIAL |
| | CODE. |
| | |
| | ** COORDINATE ALL DETAILS TO MATCH BETWEEN THEMSELVES |
| | AND TO MATCH FLOOR PLANS. |
| | |
| | *** SPECIFY ALL CONNECTORS AND MAKE SURE WOOD MEMBER |
| | SIZE IS THE SAME IN ALL DRAWINGS. EG: SOME DETAILS SHOW |
| | 4X4 POST AND OTHERS 4X6 POST. |
| | |
| | J) REVISE ROOF SHEATHING NAILING NOTE ON TYPICAL WALL |
| | SECTIONS. ROOF ZONE #3 TO HAVE 8D RING SHANK NAILS AT |
| | 4"O.C. AS REQUIRED BY SEC. R803.2.3.1 OF 2004 FLORIDA |
| | RESIDENTIAL CODE. |
| | |
| | K) CLARIFY WHERE ARE THE NUMBER OF JACK AND KING STUDS |
| | TAKEN FROM TO RESIST THE LOADS DEPENDING ON OPENING |
| | SIZE AND WIND LOADS OF 140MPH IN EXPOSURE "C". PROVIDE |
| | CALCULATIONS TO SHOW THAT ONLY ONE AS SHOWN ON DETAILS |
| | ARE ADEQUATE FOR LARGE OPENINGS. |
| | NOTE: SAME COMMENT APPLIES TO WINDOW SILL DETAIL. WHY |
| | IS THERE ONLY ONE 2X MEMBER ADEQUATE. AND, IS THIS |
| | ADEQUATE ALSO TO RECEIVE STORM PANELS?. SEC. 106.1.2 |
| | CITY AMENDMENT SOT FBC 2004 TO VERIFY COMPLIANCE WITH |
| | THE DESIGN LOADS OF SEC. R301 OF 2004 FLORIDA |
| | RESIDENTIAL CODE. |
| | |
| | L) TYP. 2X4 AND 2X6 WALL SECTIONS DON'T MATCH EXTERIOR |
| | ELEVATIONS AND PLANS. REVISE AS REQUIRED. |
| | |
| | M) SEE COMMENTS ON REVIEWED SET OF PLANS AND RETURN |
| | REDLINED SET AFTER CORRECTIONS ARE DONE TO ORIGINAL |
| | DRAWINGS TO EXPEDITE REVIEW PROCESS. |
| | |
| | JULIO GOMEZ |
| | BUILDING PLANS EXAMINER |
| | (561)805-6712 |
