| Date |
Text |
| 2001-03-05 00:00:00 | PERMIT # 01020913 |
| | 244 CORTEZ RD |
| | O/B SINISCALCHI, TIMOTHY |
| | H 540-2672 |
| | O 625-2590 |
| | |
| | THE STANDARD BUILDING CODE USES THE |
| | PRESCRIPTIVE REQUIREMENTS FOR BUILDINGS |
| | THAT AREN'T DESIGNED BY A ARCH. OR ENG. |
| | HURRICANE RESISTANT RESIDENTIAL CONSTRUC |
| | TION SSTD 10-97 |
| | |
| | 1)-303.3.3.2 WALL ANCHORAGE (110MPH)ARE |
| | TO ANCHORED 18"USING 1/2" BOLTS, WITH |
| | A MINIMUM EMBEDMENT OF 6". THE WASHER IS |
| | 2'X2"X1/8". |
| | |
| | 2)- STUD SPACING REQUIREMENT WILL DEPEND |
| | ON THE TYPE OF SPECIES OF WOOD & GRADE |
| | OF WOOD TO BE USED. |
| | 110 MPH / 8 FT LENGTHFB VALUE FOR STUD |
| | 12" O.C. / 1350 |
| | 16" O.C. / 1800 |
| | 24" O.C. / 2350THESE ARE MIN VALUES |
| | REQUIRED |
| | EXAMPLES OF WOOD & VALUES |
| | FIR SELECT 3850 |
| | #12600 |
| | #22350 |
| | SPRUCE SELECT 3450 |
| | #12400 |
| | #21400 |
| | SOUTHERN PINE |
| | SELECT 5250 |
| | #13400 |
| | #22750 |
| | |
| | TABLE 305C MINIMUM WALL HEADER REQUIRE- |
| | MENTS MAXIMUM HEADER SPAN 6'-0" REQUIRES |
| | (2) FULL LENGTH STUDS AT EACH END OF A |
| | HEADER. |
| | |
| | 305.3.1 UPLIFT LOADS ARE TO FIGURED |
| | AFTER THE DETERMINATION OF WOOD SPECIES, |
| | GRADE & SPACING IS DECIDED. |
| | |
| | 3)- A FEW DETAILS ARE INCLUDED TO SHOW |
| | DIFFERENT ANCHORS THAT ARE AVAILABLE. |
| | DETAIL #1 REFLECTS THE ANCHORAGE OF THE |
| | BOTTOM & TOP PLATES. DETAIL #2 DEPICTS |
| | A WINDOW OPENING,THE ADDITIONAL FRAMING |
| | REQUIRED,THE HEAVIER ANCHORAGE REQUIRED |
| | AT OPENINGS TRANSFERRING THE LOADS BACK |
| | INTO THE SLAB. THERE IS ALSO ADDITIONAL |
| | STRAPPING REQUIREMENTS FOR THE HEADER AS |
| | WELL AS THE ADDITIONAL STUDDING.NOTICE |
| | THE DOUBLED HEADER STUDS AS WELL. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561) 659-8096 EX 8412 |
