| Date |
Text |
| 2008-03-31 16:09:46 | RESIDENTIAL ADDITION BUILDING REVIEW SECOND CHECKLIST. |
| | REVIEW UNDER FBC 2004 WITH 2007 REVISIONS. |
| | |
| | 1- BRING PLANS TO PALM BEACH COUNTY (2300 N. JOG RD |
| | (561)233-5120), TO VERIFY IF IMPACT FEES ARE DUE. BRING |
| | BACK STAMPED PLANS AND COPY OF PAID RECEIPT IF FEES ARE |
| | DUE. |
| | |
| | 2- PROVIDE TWO COPIES OF PRODUCT APPROVALS AS REQUIRED |
| | BY DCA RULE 9B-72 FOR: |
| | A) EXTERIOR SWING DOOR. (REPEAT COMMENT). |
| | |
| | B) ALL USP STRUCTURAL CONNECTORS SPECIFIED ON PLANS. |
| | (REPEAT COMMENT). PROVIDE COVER PAGE OF PRODUCT |
| | APPROVAL AND PAGE WHERE CONNECTORS ARE SHOWN. |
| | |
| | 3- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING |
| | ALL PRODUCT APPROVALSAS REQUIRED BY SEC. 106.3.3 CITY |
| | AMENDMENTS TO FBC 2004. |
| | |
| | 4- FLAT ROOF PRODUCT APPROVAL. PROVIDE RAS 117 |
| | CALCULATIONS AS REQUIRED BY GENERAL LIMITATION #7 ON |
| | PAGE 26 AND 32 OF NOA 03-0501.02 SUBMITTED. (REPEAT |
| | COMMENT). |
| | |
| | 5- STORM SHUTTERS INSTALLATION SCHEDULE: |
| | A) REVISESHUTTERS SPAN. THIS IS ASKING FOR PANEL |
| | LENGTH.IF PANELS ARE MOUNTED VERTICALLY HOW CAN THE |
| | PANELS BE 167" AND 25.5" .REVISE SIZE OF PANEL AS |
| | REQUIRED. |
| | NOTE: TAKE INTO CONSIDERATION THE MINIMUM EDGE DISTANCE |
| | REQUIRED. |
| | |
| | 6- ENERGY CALCULATIONS: |
| | A) PROVIDE COMPLETE CALCULATIONS. ONLY TWO PAGES |
| | SUBMITTED. (REPEAT COMMENT). |
| | |
| | B) CLARIFY WHERE ARE THE FRAMED ADJACENT WALLS SHOWN |
| | ON ITEM #9 TAKEN FROM?. SEE PLANS. (REPEAT COMMENT). |
| | |
| | C) PROVIDE COMPLETE INFORMATION ON TOP OF FORM. |
| | (REPEAT COMMENT). |
| | |
| | D) OWNER/AGENT TO SIGN AND DATE BOTTOM OF FORM. |
| | (REPEAT COMMENT). |
| | |
| | 7- CLARIFY IF ENERGY CALCULATIONS ARE DONE FOR ENTIRE |
| | HOUSE OF JUST FOR THE NEW ADDITION.CONDITIONED FLOOR |
| | AREA ON ITEMS #6 AND #10(A)NEED TO REFLECT THIS |
| | INFORMATION. ALSO,TAKE INTO CONSIDERATION THAT THAT |
| | PLANS DON'T SHOW ANY INFORMATION SHOWING COMPLIANCE |
| | WITH THE ENERGY CALCULATIONS FOR THE REST OF THE |
| | HOUSE. |
| | |
| | NOTE:FILLING OUT FORM 600C-04R IS MORE APPROPRIATE |
| | FOR THE ADDITION. |
| | |
| | 8- ENERGY CALCULATIONS SUBMITTED ARE TAKEN THE CEILING |
| | FANS CREDIT.THEREFORE, PLANS NEED TO SHOW ALL ROOMS |
| | WITH CEILING FAN SIZE AS REQUIRED BY TABLE 13-607.1.A.1 |
| | FBC 2004. (REPEAT COMMENT). |
| | |
| | 9- SHEET A-3:ENGINEER IS CONFUSING ROOF SHEATHING |
| | FASTENING WITH FASTENING FOR FLAT ROOF ASSEMBLY. REVISE |
| | SPECIFICATIONS FOR FLAT ROOF ASSEMBLY. SEE FLAT ROOF |
| | PRODUCT APPROVAL AND SPECIFICAPPROVED ASSEMBLY AND |
| | REVISE SPECIFICATIONS AS REQUIRED. |
| | ***NOTE: THIS APPLIES TOFINISH ROOF SPECIFICATIONS ON |
| | WALL SECTION A-A ONSHEET GD. |
| | |
| | 10- SHEET A-4: |
| | A) REVISE ROOF DESIGN PRESSURES. (REPEAT COMMENT). |
| | SEE TABLE R301.2(2)OF 2004 FLORIDA RESIDENTIAL CODE |
| | (OR TABLE 1609.6B FBC 2004).THIS IS A LOW SLOPE ROOF. |
| | NEED TO USE ROOF>0 TO 10 DEGREES CHART. |
| | |
| | B) THERE ARE NOT TRUSSES USED IN THIS PROJECT. OMIT |
| | ROOF TRUSS DESIGN LOAD INFORMATION TO AVOID CONFLICTS |
| | WITH INFORMATION SHOWN ON WIND LOAD DESIGN PARAMETERS. |
| | |
| | C) SPECIFY CONNECTOR FORALL 3X10 ROOF RAFTERS THAT |
| | ARE RESTING ON EXISTING MASONRY WALL, INCLUDING DOUBLE |
| | 3X10 RAFTERS.THERE ARE NOT CONNECTORS SPECIFIED. SEE |
| | COMMENTS ON PLANS. |
| | |
| | D) SPECIFY HOW MUCH EMBEDMENT IS REQUIRED FOR RED |
| | HEAD ANCHORS SPECIFIED TO HOLD 2X6 AND 2X8 LEDGERS?. |
| | SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004 TO VERIFY |
| | COMPLIANCE WITHSEC. R301. |
| | |
| | E) FASTENER TYPE AND NUMBER SPECIFIED ON CONNECTOR |
| | SCHEDULE NEED TO MATCH INFORMATION SHOWN ON USP CURRENT |
| | CATALOG.OTHERWISE PROVIDE COMPLETE ENGINEERING |
| | ANALYSIS FOR FASTENER TYPE AND NUMBER THAT DIFFER FROM |
| | THOSE TESTED AND PUBLISHED BY THE MANUFACTURER.SEC. |
| | 106.1.2 CITY AMENDMENTS TO FBC 2004 TO VERIFY |
| | COMPLIANCE WITH SEC. R301. |
| | |
| | F) SPECIFY HOW ARE 2X6 AND 2X8RAFTERS ATTACHED TO |
| | THE CORRESPONDING LEDGERS.CONNECTOR"A"DOESN'T |
| | APPLY TO THIS INSTALLATION. SEC. 106.1.2 CITY |
| | AMENDMENTS TO FBC 2004 TO VERIFY COMPLIANCE WITH SEC. |
| | R301. |
| | |
| | G) SPECIFY CONNECTORS AT BOTH ENDS FOR DOUBLE 2X8 |
| | RAFTER. SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004 TO |
| | VERIFY COMPLIANCE WITH SEC. R301. |
| | |
| | H) SPECIFY HOWARE CONNECTORS "C" INSTALLED. SEE |
| | USP CATALOG FOR PROPER INSTALLATION. |
| | ALSO, ARE YOU PROPOSING TO INSTALL 2 CONNECTOR AT EACH |
| | RAFTER END.? |
| | |
| | I) WHERE IS DETAIL "B"/GD?.SHEET GD DOESN'T SHOW |
| | THIS DETAIL. |
| | |
| | J) PROVIDE DETAIL SHOWING HOW CONNECTOR "B" |
| | (JUS26-2) IS INSTALLED TO SUPPORT SINGLE 2X6 RAFTERS?. |
| | SEE USP CATALOG FOR SIZE SPECIFIED AND SIZE OF RAFTER. |
| | |
| | 11- SHEET GD: |
| | A) REVISE ROOF SLOPE.PRODUCT APPROVAL SUBMITTED |
| | IS FOR A MODIFIED BITUMEN ROOFING. SEE SEC. R905.11.1 |
| | AND REVISE SLOPE. |
| | |
| | B) REVISE ROOF SPECIFICATIONS. SEE ITEM #9 ABOVE. |
| | |
| | 12- SHEET GN: |
| | A) REVISE DESIGN LOADS TO MATCH INFORMATION ON SHEET |
| | A-4. (REPEAT COMMENT). |
| | |
| | B) UPDATE ALL REFERENCED STANDARDS. SEE CHAPTER 43 |
| | OF 2004 FLORIDA RESIDENTIAL CODE FOR SPECIFIC STANDARDS |
| | AND SPECIFIC YEAR TO BE REFERENCED. (REPEAT COMMENT). |
| | EG: SEE YEAR REFERENCED FOR ACI 318.. AND, CHECK ALL |
| | OTHER REFERENCES. |
| | |
| | C) PLYWOOD SHEATHING INFORMATION TO MATCH |
| | INFORMATION ON SHEET A-4. (REPEAT COMMENT). SEE TYPE OF |
| | FASTENER. 10D RING SHANK NAILS AND 10D NAILS ARE TWO |
| | DIFFERENT TYPE OF NAILS. |
| | |
| | D) SOIL STATEMENT NOTE #1 SPECIFIES 2000PSF SOIL |
| | BEARING CAPACITY. WHILENOTE #3 ON SAME PAGE CALLS FOR |
| | 2500PSF SOIL BEARING CAPACITY. REVISE AS REQUIRED. |
| | ALSO, STRUCTURAL DETAILS CALL FOR 2500 BEARING |
| | CAPACITY.COORDINATE AND REVISE AS REQUIRED. |
| | |
| | E) REVISE MASONRY NOTE #1. SEE SEC. R606.4 OF 2004 |
| | FLORIDA RESIDENTIAL CODE.PROVIDE SPECIFICATIONS FOR |
| | BLOCK COMPRESSIVE STRENGTH.NOTE SAYING TO COMPLY WITH |
| | SUCH SECTION IS NOT ACCEPTABLE. |
| | |
| | F) REVISE MASONRY NOTE #2. SEE ITEM 312(E) ABOVE. |
| | FM=1000PSI IS INCORRECT. |
| | |
| | 13- PLEASE RETURN REVIEWED SET AFTER CORRECTIONS ARE |
| | DONE TO ORIGINAL DRAWINGS TO EXPEDITE REVIEW PROCESS. |
| | |
| | JULIO GOMEZ |
| | BUILDING PLANS EXAMINER |
| | (561)805-6712 |
