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2007-01-29 18:59:15 | BUILDING REVIEW CHECKLIST: |
| 1- PROVIDE RECORDED NOTICE OF COMMENCEMENT AS REQUIRED |
| BY SEC. 713.13 FLORIDA STATUTES. |
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| 2- PAY IMPACT FEES TO PALM BEACH COUNTY. BRING BACK |
| STAMPED DRAWINGS AND COPY OF PAID RECEIPT. |
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| 3- PROVIDE TRUSS DRAWINGS FOR REVIEW PRIOR TO |
| INSTALLATION. SEE SEC. R802.10 2004 FLORIDA RESIDENTIAL |
| CODE FOR ALL REQUIRED INFORMATION ON TRUSS DRAWINGS. |
| ALSO, DESIGNER OF RECORD TO REVIEW AND APPROVE THEM |
| PRIOR TO SUBMITTAL TO THIS OFFICE. |
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| 4- PROVIDE DRAINAGE PLANS AS REQUIRED BY SEC. R401.3 |
| 2004 FLORIDA RESIDENTIAL CODE. |
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| 5- ENGINEER TO PROVIDE ALL HIS INFORMATION IN THE TITLE |
| BLOCK AS REQUIRED BY CHAPTER 471 FLORIDA STATUTES AND |
| FLORIDA ADMINISTRATIVE CODE SEC. 61G15-23.002. |
| INCLUDING ENGINEERING FIRM'S CERTIFICATE OF |
| AUTHORIZATION NUMBER. |
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| 6- SHEET SP-1:A) REVISE ALL DRIVEWAY AND APPROACH |
| NOTES. CONTACT CITY OF WEST PALM BEACH ENGINEERING |
| DEPARTMENT AT (561)494-1040 FOR CITY STANDARDS. |
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| B) DRAINAGE CAP CALCS HAVE NOTHING TO DO WITH |
| PROJECT. |
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| C) REVISE SIZE OF PARKING SPACES. |
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| D) PAVEMENT DETAILS DON'T APPLY TO THIS JOB. |
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| E) FLOOR PLAN IS CALLED EXISTING SITE PLAN. THIS IS |
| THE PROPOSED SITE PLAN. REVISE AS REQUIRED. |
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| F) CLARIFY WHY BACKFLOW PREVENTER IS SHOWN FOR ONE |
| UNIT ONLY? |
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| 7- PROVIDE SOIL TEST REPORT (2 COPIES). |
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| 8- SHEET S-1:A) FOOTING SCHEDULE AND FOOTING TYPICAL |
| NOTES SHOWN ON FOUNDATION PLAN DON'T MATCH.REVISE AS |
| REQUIRED. |
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| B) COLUMN SCHEDULE AND TYPICAL NOTES IN FOUNDATION |
| PLANS DON'T MATCH EITHER. REVISE AS REQUIRED. |
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| C) ENGINEER TO SPECIFY CONCRETE SLABS JOINTS AS |
| REQUIRED BY SEC. R506.2.4 2004 FLORIDA RESIDENTIAL |
| CODE. |
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| D) 4" DROP IS SHOWN ON MASTER BEDROOM WINDOW INSTEAD |
| OF BEING SHOWN FOR ENTRY DOOR. REVISE AS REQUIRED. |
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| E) CORRECT WORDING IN CONCRETE SLAB SPECS IS 6 MIL |
| VISQUEEN (NOT JISQUEEN) REVISE AS REQUIRED. |
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| F) DETAIL F1 CALLS FOR WELDED WIRE MESH SPECS ON |
| FOUNDATION NOTES. WHERE ARE THE FOUNDATION NOTES? |
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| G) DETAIL F2 DOESN'T APPLY TO THIS PROJECT.THIS IS |
| NOT WOOD FRAMING. SEE TYPE OF INTERIOR BEARING WALL. |
| AND,SPECIFY SIZE OF FOOTING ACCORDINGTO TYPE OF |
| WALL TO BE SUPPORTED. SEC. 106.1.2CITY AMENDMENTS TO |
| FBC 2004. |
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| H) DETAIL F2 SHOWS 3 RE-BARS, WHILE FOOTING SCHEDULE |
| CALLS FOR 2 RE-BARS. REVISE AS REQUIRED. |
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| I) PROVIDE ONLY THE DETAILS THAT APPLY TO THIS |
| PROJECT TO AVOID CONFUSIONS/CONFLICTS AND EXPEDITE |
| REVIEW PROCESS. |
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| 9- SHEET A-1:A) PROVIDE CALCULATIONS AND DIMENSIONS |
| SHOWING HOW102SF OF COVERED ENTRY WAS ACHIEVED? PLANS |
| DON'T PROVIDE ENOUGH INFORMATION TO VERIFY SQUARE |
| FOOTAGE.BUILDING PERMIT VALUATION WILL BE ESTIMATED |
| AFTER SQUARE FOOTAGES ARE CLARIFIED. |
| |
| B) SPECIFY ATTIC ACCESS SIZE. SEC. R807 2004 FLORIDA |
| RESIDENTIAL CODE. |
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| C) DRAWINGS ARE INCOMPLETE: MISSING SIZE OF ENTRY |
| DOORS,CLOSET DOORS, ETC. |
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| D) PROVIDE COMPLETE STRUCTURAL BUCK DETAIL. SPECIFY |
| ALL BUCK FASTENERS AND SEESEC. R613.6.2 2004 FLORIDA |
| RESIDENTIAL CODE FOR PROPER BUCK INSTALLATION. BUCK |
| NEEDS TO PROVIDE FULL SUPPORT TO THE WINDOW/DOOR. |
| |
| 10- SHEET A-2:A) SPECIFY CALCULATED DESIGN PRESSURES |
| FOR ENTRY DOORS. SEC. R301 2004 FLORIDA RESIDENTIAL |
| CODE. |
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| B) CLARIFY NOTE REGARDING BAHAMA SHUTTERS ON 14TH |
| STREET ONLY. ALL ELEVATIONS SHOW COLONIAL SHUTTERS. |
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| C) ELEVATIONS DON'T MATCH FLOOR PLAN.SOME ROOMS |
| HAVE DOUBLE WINDOWS MULLED TOGETHER. REVISE AS |
| REQUIRED. |
| |
| D) PROVIDE COMPLETE STRUCTURAL INFORMATION FOR |
| OVERHANG ABOVE ENTRY AREA. PROVIDE COMPLETE STRUCTURAL |
| SECTION/DETAIL WITH COMPLETE SPECIFICATIONS, |
| DIMENSIONS, HEIGHT, ETC.SEC. 106.1.2 CITY AMENDMENTS |
| TO FBC 2004. |
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| E) WINDOW SCHEDULE DOESN'T MATCH FLOOR PLAN. REVISE |
| AS REQUIRED. |
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| 11- SHEET A-3:A) PROVIDE ONLY THE INFORMATION THAT IS |
| RELEVANT TO THIS PROJECT. THERE ARE A LOT OF NOTES AND |
| TABLES THAT DON'T APPLY TO THIS PROJECT. |
| |
| B) REVISE CODE INFORMATION.CODE THAT APPLIES TO |
| THIS PROJECT IS 2004 FLORIDA RESIDENTIAL CODE. WHEN |
| REFERENCINGASCE7,THEN, THE CORRECT EDITION IS |
| 2002, NOT 2005. REVISE AS REQUIRED. |
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| C) TRUSS CONNECTOR SCHEDULE AND CONNECTORS SPECIFIED |
| ON ROOF FRAMING PLAN DON'T MATCH. REVISE AS REQUIRED. |
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| D) REVISE NUMBER AND TYPE OF FASTENERS SPECIFIED ON |
| TRUSS CONNECTOR SCHEDULE. SEE CURRENT CATALOGUE FOR |
| UPDATED INFORMATION. OTHERWISE, ENGINEER TO PROVIDE |
| COMPLETE ENGINEERING ANALYSIS SHOWING WHY CONNECTORS |
| ARE DIFFERENT THAN THOSE TESTED AND PUBLISHED BY THE |
| MANUFACTURER. SEC. 106.1.2 CITY AMENDMENTS TO FBC |
| 2004. |
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| E) MANUFACTURER FOR CONNECTORS SPECIFIED ON ROOF |
| FRAMING PLAN IS OUT OF BUSINESS. REVISE AS REQUIRED. |
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| F) CLEARLY IDENTIFY TRUSSES FOR WHICH UPLIFT |
| PRESSURES WERE CALCULATED. |
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| G) PROVIDE COMPLETE STRUCTURAL DETAILS/SPECS FOR |
| ROOF ABOVE ENTRY DOORS. SEC. 106.1.2 CITY AMENDMENTS TO |
| FBC 2004. |
| |
| H) ENGINEER TO COORDINATE ALL NOTES AND CHARTS SHOWN |
| ON THIS DRAWINGS. THERE IS A LOT OF MIXED INFORMATION |
| THAT NEEDS TO BE COORDINATED.SEE 2004 FLORIDA |
| RESIDENTIAL CODE AND ALLINFORMATION SUBMITTED IN THIS |
| SHEET.PROVIDE ONLY THE REQUIRED INFORMATION.SEE |
| SECTIONS . R301 2004 FLORIDA RESIDENTIAL CODE. ALSO, |
| SEE SEC. R803.2.3.1 OF 2004 FLORIDA RESIDENTIAL CODE |
| FOR MINIMUM REQUIREMENTS FOR ROOF SHEATHING. REVISE AND |
| COORDINATE ALL INFORMATION IN SHEET A-3 TO MATCH. |
| |
| I) PNEUMATIC FASTENING SCHEDULE: PROVIDE ONLY THE |
| INFORMATION THAT APPLIES TO THIS PROJECT.CHECK/REVISE |
| SPACING FOR BUCK DETAILS FASTENING. INFORMATION DOESN'T |
| MATCH. ALSO, COORDINATE WITH PROVIDED BUCK DETAIL. |
| |
| J) ROOF FRAMING PLAN CALLS DWELLING SEPARATION WALL |
| A "FIRE WALL".SEEFBC 2004 FOR CORRECT DEFINITION |
| FOR "FIRE WALL" AND REVISE AS REQUIRED. |
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| K) PROVIDE COMPLETE SECTION TRUH DWELLING SEPARATION |
| WALL TO SHOW COMPLIANCE WITH SEC. R317.1 2004 FLORIDA |
| RESIDENTIAL CODE. |
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| L) REVISE ATTIC VENTILATION CALCULATIONS AND NOTES |
| SEE SEC. R806 2004 FLORIDA RESIDENTIAL CODE FOR PROPER |
| INFORMATION. |
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| 12- PRIOR TO SUBMITTAL TO THIS OFFICE BRING PLANS FOR |
| HISTORICAL APPROVAL AFTER CORRECTIONS ARE DONE TO THE |
| PLANS. |
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| 13- SHEET A-4:A) REVISE INTERIOR BEARING WALL TO |
| MATCH FLOOR PLAN. REVISE SIZE OF FOOTING, WALL |
| CONSTRUCTION, ETC. |
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| B) SPECIFY FIREBLOCKING ON INTERIOR BEARING WALL |
| SECTION AS REQUIRED BY SEC. R602.8 2004 FLORIDA |
| RESIDENTIAL CODE. |
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| B) PROVIDE DETAIL/SPECS FOR DWELLING SEPARATION AT |
| ATTIC AREA. SEC. R317.1 2004 FLORIDA RESIDENTIAL CODE. |
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| C) PROVIDE ALL DESIGN CRITERIA, INCLUDING ALL WIND |
| LOADS, AND LIVE AND DEAD LOADS. REFERENCE 2004 FLORIDA |
| RESIDENTIAL CODE,WHICH IS THE CODE THAT REGULATES |
| THIS BUILDING, NOT SECTIONS 1606 OF FBC 2004. SEE SEC. |
| R301 AND TABLE R301.5 OF 2004 FLORIDA RESIDENTIAL CODE. |
| REVISE AS REQUIRED. |
| |
| D) PLYWOOD NAILING NOTES TO MATCH INFORMATION ON |
| SHEET A-3 AFTER APPROPRIATE REVISIONS ARE DONE. |
| |
| E) TYPICAL WALL SECTION: |
| * WHAT IS D-30 INSULATION? |
| ** WHAT IS 6 MIL JISQUEEN? |
| *** WHAT IS 1/2" DRYWALL STRIPS AT 16"O.C.? |
| **** WHAT IS 2"X4" STRIP?. IS IT FIREBLOCKING?. ALSO, |
| VERIFY SIZE WITH SIZE OF FURRING STRIPS FOR DRYWALL |
| INSTALLATION. |
| ***** WHAT IS 325# SHINGLES? |
| ****** ROOF SHEATHIG SIZE AND TYPE TO MATCH INFORMATION |
| ON SHEET A-3 AFTER APPROPRIATE REVISIONS ARE DONE. |
| ******* TRUSS CONNECTOR TO MATCH INFORMATION ON SHEET |
| A-3 AFTER APPROPRIATE REVISIONS ARE DONE. |
| ******** SPECIFY FOOTING MIN. DEPTH AS REQUIRED BY SEC. |
| R 403.1.4 2004 FLORIDA RESIDENTIAL CODE. |
| ********* SPECIFY MINIMUM FINISH FLOOR AS REQUIRED BY |
| SEC. R404.1.6 2004 FLORIDA RESDIENTIAL CODE. |
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| 14- ENERGY CALCULATIONS:A) PROVIDE COMPLETE |
| INFORMATION ON TOP OF FORM. |
| |
| B) THIS IS A MULTIFAMILY BUILDING, NOT SINGLE |
| FAMILY. SEE DEFINITIONS ON SUBCHAPTER13-2 OF 2004 |
| FBC. REVISE AS REQUIRED. THEREFORE SEPARATE ENERGY |
| CALCULATIONS ARE REQUIRED. SEE SEC. 15-101.2.5.1 FBC |
| 2004. |
| |
| C) IF CALCULATIONS ARE NOT DONE FOR WORST CASE |
| SCENARIO, THEN THEY SHALL BE DONE ON ACTUAL BUILDING |
| ORIENTATION.ENERGY CALCULATIONS SUBMITTED ARE NOT FOR |
| WORST CASE SCENARIO AND BUILDING ORIENTATION DON'T |
| MATCH ACTUAL BUILDING ORIENTATION. SEE SURVEY AND |
| REVISE AS REQUIRED. |
| |
| D) OVERHANG LENGTH AND HEIGHT ARE INCORRECT.THEY |
| CAN'T BE ZERO. REVISE AS REQUIRED. |
| |
| 16- ENERGY CALCULATIONS ARE TAKINGTHE CEILING FAN |
| CREDIT. THEREFORE NEED TO SPECIFY CEILING FAN SIZE IN |
| ALL ROOMS AS REQUIRED BY TABLE 13-607.1.A.1 FBC 2004. |
| |
| 17- PROVIDE PRODUCT APPROVAL AS REQUIRED BY RULE 9B-72 |
| FOR: |
| A) SINGLE HUNG WINDOWS.TWO DIFFERENT PRODUCT |
| APPROVALS WERE SUBMITTED. ONLY THE ONE FOR LARGE |
| MISSILE IMPACT CAN BE USED FOR OPENINGS BELOW 30'-0" |
| HIGH. PROVIDE 2 COPIES. |
| |
| B) SHINGLES. |
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| C) BAHAMA SHUTTERS AND COLONIAL SHUTTERS SHOWN ON |
| EXTERIOR ELEVATIONS. AND PROVIDE COMPLETE INSTALLATION |
| SCHEDULE. SEE ATTACHED INSTALLATION SCHEDULE SAMPLE. |
| PROVIDE ALL REQUIRED INFORMATION. |
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| D) PRECAST LINTELS. |
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| E) ENTRY DOORS. |
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| F) REAR DOORS. |
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| G) ALL STRUCTURAL SIMPSON OR USP CONNECTORS |
| SPECIFIED ON PLANS ANDDETAILS. |
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| H) WINDOW MULLIONS AND SPECIFY FASTENING. |
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| 18- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING |
| (NOT SIGNING AND SEALING) ALL PRODUCT APPROVALS AS |
| REQUIRED BY SEC. 106.3.3 CITY AMENDMENTS TO FBC 2004. |
| |
| |
| JULIO GOMEZ |
| BUILDING PLANS EXAMINER |
| (561)805-6712 |