| Date |
Text |
| 2001-11-14 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT# 01100130 |
| | 2320 TECUMSEH DR |
| | CONT: BILL FREE & ASSOC |
| | TEL: 624-0149 |
| | CEL: 662-3652 |
| | |
| | SBC= 1997 STANDARD BUILDING CODE |
| | SBC*= AMENDMENTS/ STANDARD BUILDING CODE |
| | |
| | 1)- SHEET A-7:TYPICAL WALL SECTION |
| | A) FOUNDATION NOTES 18"X18" CONC. MONO. |
| | FTG. A SECOND NOTE INDICATES 12" |
| | FROM FINISH FLOOR TO GRADE ALLOWING |
| | 6" OF THE FOUNDATION TO BENEATH |
| | GRADE. SBC1804.1.3 A MINIMUM OF 12" |
| | OF THE FOUNDATION MUST BE BELOW |
| | GRADE. |
| | B) MISSING SBC 1814.3.3 MOISTURE BAR- |
| | RIER FOR MONOSLAB. |
| | C) TERMITE TREATMENT: SBC 1804.2/ 2304. |
| | 1.2 |
| | |
| | 2)- MISSING INFORMATION, ON THE INTERIOR |
| | BEARING WALLS, MONOLITHIC FOOTERS, SUNK- |
| | ENED FLOOR AREAS. FOUNDATION SIZE, STEEL |
| | AND ANCHOR BOLTS. |
| | |
| | 3)- MISSING INFORMATION ON CONCRETE |
| | COLUMNS ASWELL AS MASONRY REINFORCEMENT. |
| | COLUMN SIZE,STEEL HOOPS. |
| | |
| | 4)- MISSING INFORMATION FOR TIE BEAM OR |
| | BOND BEAM CONSTRUCTION, SIZE,DEPTH, |
| | STIRRUPS STEEL? |
| | |
| | 5)- MISSING TRUSS PLAN WITH THE MAGNI- |
| | TUDE OF LOADS TO BE RESISTED, TYPE OF |
| | HURRICANE STRAPS &TIES ANSD ALLOWABLE |
| | LOADS. |
| | |
| | 6)- SHEET A-4, ADDITIONAL INFORMATION |
| | ON THE FRAMING & ATTACHMENT OF CHIMNEY, |
| | DETAIL OF 2 FLUES, PLANS INDICATE 1 |
| | FLUE? 2 FIREPLACES? |
| | |
| | 7)- ENERGY SHEETS DO NOT INDICATE THE |
| | USE OF A FIREPLACE? |
| | |
| | 8)-FACTORY PREBUILT FIREPLACES/ CHIMNEYS |
| | SHALL COMPLY WITH UL 127, SUBMIT SPECIFI |
| | CATIONS. |
| | |
| | 9)- SBC 2810 FRESH AIR INTAKES ARE RE- |
| | QUIRED ON THE FIREPLACE. |
| | |
| | 10)- SBC 2809 GAS LOGS SHALL BE INSTALL- |
| | ED IN ACCORDANCE WITH REGULATIONS OF THE |
| | STANDARD GAS CODE. |
| | |
| | 11)- SHEET A-4 FRONT ELEVATION, ADDTION- |
| | AL INFORMATION REQUIREDON THE CONSTRUCTI |
| | ON OF THE FRONT ENTRY. |
| | |
| | 12)- A-7 METAL LATH SOFFIT: HIRIB ATTACH |
| | MENT ASPER 2504.2.2 SEE ASTM C 1063. |
| | 7.10.2.3 HORIZONTAL FRAMING MEMBERS |
| | SHALL HAVE NAILS OR STAPLES TO PROVIDE |
| | AT LEAST 1 3/4" PENETRATION INTO HORIZON |
| | TAL FRAMING MEMBERS. |
| | |
| | 13)- SHEET A-8 JAMB/ HEAD DOOR DETAIL, |
| | MISPRINT, 1/2" X 3" CONCRETE SCREWS. |
| | |
| | 14)- INDICATE THE POSITIVE/ NEGATIVE |
| | PRESSURES ASSOCIATED WITH WINDOW & DOOR |
| | OPENINGS, INDICATE ON ELEVATIONS, END |
| | ZONES & INTERIOR ZONES. |
| | |
| | 15)- SBC 1606.2.6.2COMPONENTS & CLADDING |
| | MISSING OR EXPIRED PRODUCT REPORTS (2) |
| | COPIES REQUIRED. |
| | A) WINDOWS- 4000 ALUM SERIES SINGLE |
| | HUNG - EXPIRED |
| | B) DOORS- FRENCH DOORS NO REPORT |
| | C) STORM SHUTTERS- MISSING, KEY PLAN |
| | INDICATING LOCATION OF SHUTTERS & |
| | FASTENING SCHEDULE, SAMPLE ATTACHED |
| | |
| | PLANS ARE OF A CONCEPTUAL DESIGN IN NA- |
| | TURE, A THOROUGH REVIEW CAN'T BE COM- |
| | PLETED AT THIS TIME. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561) 659-8096X8412 |
