Loading...
HomeMy Public PortalAboutNINTH TE_1 2OF2.pdf9' -4,. 45' -0" 8' -10" 8' -8" 8' -10" NEW r_. Ji NEW 5-1/4"x11-7/8" J TREATED PARALLAM 0 Z rultdoj 16' -10" NEW 5-1/4"x11-7/8" -r TREATED PARALLAM • c —_ NEW 5 -1/4 "x11 -7/8" TREATED PARALLAM 5' -8" 5' -8" 5-1/4"xl 1-7/8" TREATED PARALLAM 2 W 0 z x W 1 6 - 1 0 " NEW 5-1/4"x 1-' 8" TREATED PARALLAM __ 0 ti 16' -10" 11' -4" 9 0 0 N - 16' -10" REPLACE WALL IN ACCORDANCE TO WALL SECTION 3/S1.1 1 S1.1 9 GROUND FLOOR PLAN SCALE: 1" = 1' —O' 45' -0" 9' -4,' 4' -11" 27' -0" 8' -10" SECOND FLOOR PLAN si-i SCALE: —0' oc 0 0 LL 0 D JO < ct W Z 00 Q 0 ti N N. 15/32" PLYWOOD 18" LG VENTILATION BAFFLE SIMPSON HURRICAN STRONG TIE H10 OR EQUAL ANCHOR @ EACH RAFTER 2" CONT. LAVE VENT TOP OF DBL. PLATE GALV. METAL EAVE DRIP EXPOSED RAFTERS (PAINTED) TOP OF FIN. SECOND FLOOR SEE ELEVATION METAL ROOF 12 TOP OF FIN. FIRST FLOOR FINISH GRADE 2X6 BASE PLATE WALL STUD TO WALL STUD MIL CONNECTOR @ EA. STUD HARDIPLANK SIDING 15/32 " SHEATHING — ILING JOIST 16" } -30 FOIL 1/2" GYP. BRD. 2X8 RAFTERS 16" O.C. 2X6 TOP PLATE R -15 FOIL FACED BATT INSUL. OR BETTER 2X6 STUDS @ 16" O.C. 3/4 T &G SUB - FLOOR'G SIMPSON HURRICANE STRONG TIE H -8 ANCHOR EVERY STUD 36" LG. LSTA STRAP EVERY PIER (TYP. PARALLAM TREATED RIM JOIST P. 2X:12 BAND BOARD P.T. 2X12 PLATE 5/8" A.B. SSTB16 EACH PIER (4) #5'S REINF. RODS EA. PIER (TYP) #3 HOOPS @ 16 "O.C. VERTICALLY PIER BLOCKS AS SIZED PER FOUNDATION PLAN JOIST AS PER PLAN 1/2' DRYWALL 2X6 STUDS @ 16" O.C. 3/4 T&G SUB- FLOOR'G 11 11 JOIST AS PER PLAN GENERAL NOTES: 1. ALL HURRICANE CONNECTORS SIZED PER SIMPSON STRONG TIE. APPROVED OTHERS ARE ACCEPTABLE. 4" THICK 3,000 PSI CONC SLAB ON 6 MIL VAPOR BARRIER UNKNOWN CONCRETE FOOTER UNKNOWN 3 AS -BUILT 'A] SECTION SI. SCALE: NOTE: ALL. 1- IARDWARE TO SE STAINLESS STEEL OR GALVANIZED TO MIN. OF 1.8 OZ. /SQ. FT. ZINC. REF. S1 AND 52 FOR EXTERIOR S1- IEAT1 -1 I NG NAILING PATTERNS STRUCTURAL REVIEW Z Q 0 W I F W Q U N F 0 2 0 0 en ftW � (1) (/)0 CO 0) Oc: _c F— w Z 0 0 Z 0 0 0 ui zz w < FF _n z 0 W 0 N Z aW xW w z w (� IZ F-w • w OW FN 3? W U D 0 a w F 0 z 0 0 0 r >- m z 0 N w a J W Ui "o U cZ m- <I- 0< IJ Q R, U W ©� Ow EW >-- OZ Ow cf) CO 0 CU CD (,) O 03 � o Z WW N Q'0"; co z- cs Z O > co mLOo I-0 ci = m Z7-; 0 CI- C-37) W z (i) UJ wo pro (1) LIT: WO>: z moo U z M se. E2 C �2 csU 0- I.0 J MARK REVISIONS: DATE DESCRIPTION TREC NO. 1107- 1305 -04 DATE: 06.20.2013 DRAWN BY: CBS CHECKED BY: DR APPROVED BY: M.T. SHEET NO. 3o