| Date |
Text |
| 2002-08-13 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02070435 |
| | ADD: 10510 TERRA LAGO DRIVE |
| | CONT: CLASSIC DESIGNER HOMES |
| | TEL: (954)345-2727 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) BUTT GLAZING: SITE SPECIFIC ENGINEER- |
| | ING, TO BE SITE SPECIFIC, ARCHITECT OR |
| | DESIGNER OF RECORD TO SEAL THE RIGHT |
| | SIDE OF FORM OR ATTACH A SEALED AFFIDA- |
| | VIT ATTESTING THIS PRODUCT SHALL MEET |
| | THE DESIGN CRITERIA OF THIS OPENING. |
| | THE SECOND ISSUE IS THE FORM INDI- |
| | CATES THE USE OF 1/4" GLASS WHEREAS THE |
| | ENGINEERING SHEET INDICATES 1/2"? |
| | GENERAL NOTES FOR BUTT GLAZING(6) |
| | SILICONE SEALENT PER WINDOW MANUFACT- |
| | URERS RECOMMENDATION. WHAT IS IT? |
| | SHEET A-4 REAR ELEVATION FOR THE BUTT |
| | GLASS INDICATES (12) 142"X90". SHEET A7, |
| | A13 INDICATES A "B-3" NO HEIGTH? PLEASE |
| | PROVIDE A CUT SECTION THROUGH OR ADDI- |
| | TIOAL INFORMATION. |
| | |
| | 2) SHEET A-5 TABLE 600, WALL AREA IS |
| | FIGURED FROM FLOOR TO CEILING PER FLOOR, |
| | IN THIS CASE THE FLOOR TRUSSES ARE TO BE |
| | DEDUCTED OR 69 SQ FT REDUCING THE 20% |
| | ALLOWABLE AREA FROM 89.72 SQ FT TO |
| | 75.92 SQ FT. THIS IS WITHOUT ADDING THE |
| | GLASS BLOCK OPENINGS, ALTHOUGH THE GLASS |
| | WILL NOT REQUIRE A 1 HR RATING, WE WILL |
| | NEED ADDITIONAL RATING (45MIN) TO NOT |
| | FIGURE IT AS PART OF THE ALLOWABLE |
| | WALL OPENINGS. |
| | |
| | 3) SHEET A2/A7 INDICATES L-4, L-6 TO SIT |
| | ON THE SAME 8"X8" BLOCK COLUMN. 2101.3.1 |
| | LINTEL, THE MINIMUM END BEARING SHALL |
| | BE 4", INDICATE HOW THIS WILL BE |
| | ACCOMPLISHED? |
| | |
| | 4) SHEET A-7 / SEC 30/14 SEE 1511.6.3 |
| | FLASHINGS: PROPER FLASHING SHALL BE IN- |
| | STALLED IN SUCH A MANNER AS TO PREVENT |
| | MOISTURE ENTERING THE WALL, INDICATE HOW |
| | WALL WILL BE FLASHED, SURFACE OF DECK |
| | AND HOW BLOCK WITH STEEL REBAR SHALL |
| | BE FLASHED? |
| | |
| | 5) SHEET A-14 DETAIL 17 INDICATES A |
| | HOLD DOWN DEVICE SHA6T WITH A DESIGN |
| | LOAD OF 9,830 LBS.USP INDICATES AN |
| | ALLOWABLE UPLIFT OF 7550 LBS. NOTE 1 |
| | NO ADDITIONAL ALLOWABLE LOADING MAY BE |
| | TAKEN! |
| | |
| | 6) THIS SAME AREA, SHEET A-10 DETAIL |
| | 1-A8 INDICATES A WALL SECTION TO THE |
| | RIGHT OF THE GIRDER WHERE DOES THIS GO? |
| | |
| | 7) SHEET A-4 DETAIL 3, WALL MOUNT GUARD |
| | RAIL VS ELEVATIONS DO NOT MATCH, ELEVA- |
| | TION INDICATES 42" HEIGHT, DETAIL 48" |
| | 1015.2 HEIGHT. GUARDRAILS SHALL |
| | FORM A VERTICAL PROTECTIVE BARRIER NOT |
| | LESS THAN 42" HIGH. |
| | 1015.3 OPENINGS. OPEN GUARDRAILS |
| | SHALL HAVE INTERMEDIATE RAILS OR ORNA- |
| | MENTAL PATTERNS SUCH AS A 4" DIAMETER |
| | SPHERE CAN NOT PASS THROUGH. A BOTTOM |
| | RAIL OR CURB SHALL BE PROVIDED THAT WILL |
| | REJECT THE PASSAGE OF 2" DIAMETER |
| | SPHERE. |
| | |
| | SAME DETAIL CORRECT STATEMENT "SOUTHERN |
| | BUILDING CODE". |
| | |
| | 8) 1007.3.1 TREADS / RISERS: (1) |
| | EVERY TREAD LESS THAN 10" SHALL HAVE A |
| | NOSING, OR EFFECTIVE PROJECTION OF AP- |
| | PROXIMATELY 1 INCH OVER THE LEVEL IMMED- |
| | IATELY BELOW THAT TREAD. |
| | |
| | 9)2305.2.2 FLOOR/CEILING ASSEMBLIES |
| | SINGLE FAMILY DWELLINGS. IN FLOOR/CEIL/ |
| | ING ASSEMBLIES SEPERATING USEABLE SPACE |
| | INTO 2 OR MORE APPROXIMATE AREAS WITH NO |
| | AREA GREATER THAN 500 SQ FT. DRAFTSTOP- |
| | PING SHALL BE PROVIDED PARALLEL TO THE |
| | MAIN FRAMING MEMBERS. |
| | |
| | 10)1503.4 ROOF DRAINS UNLESS ROOFS ARE |
| | SLOPED TO DRAIN OVER THE ROOF EDGE, ROOF |
| | DRAINS SHALL BE INSTALLED AT THE LOWEST |
| | POINT OF THE ROOF. WHERE REQUIRED FOR |
| | ROOF DRAINAGE,SCUPPERS SHALL BE LOCATED |
| | AS DETERMINED BY THE ROOF SLOPE AND CON- |
| | TRIBUTING ROOF AREA. |
| | |
| | LOOK FOR COMMENTS BY THE OTHER PLAN |
| | REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| | ON THE APPLICATION, PLANS, OR ATTACHED |
| | SEPARATELY. WHEN RESUBMITTING PLANS |
| | PLEASE CLEARLY INDICATE THE REVISION AND |
| | REMOVE AND REPLACE ANY PAGES AS NECESS- |
| | ARY. A TRANSMITTAL LETTER LISTING THE |
| | ORIGINAL REVIEW COMMENT NUMBER, WITH A |
| | DESCRIPTION OF THE REVISION MADE, IDEN- |
| | TIFYING THE SHEET OR SPECIFICATION PAGE |
| | WHERE THE CHANGES CAN BE FOUND, WILL |
| | HELP TO EXPEDITE YOUR PERMIT. THANK YOU |
| | FOR YOUR ANTICIPATED COOPERATION. |
| | JIM WITMER |
| | PLAN REVIEW |
| | TEL: (561)659-8096 EX.8412 |
| | FAX: (561)659-8026 |
