37742-37748 Prairie Rose Lp - Laserfiche WebLink

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25" REBAR LAP DISTANCE ----! 25 MIN. LAP 25w MIN. LAP PRE-ENGINEERED TRUSS 02'-0" O.C. (TYP.)------ I I INF OF I OAD PATH-- 30 YR. DIMENSIONAL SHINGLES ON i 301 FELT PAPER ON 5/8 O.S.B. ---- ice. , : JJ II r- � l ----------------------1 n0111 0. rnnvv crT fir .-..--- I ,� / --- I i — — — UR LL OL Lr VA I JL I ffJ OR PLYWOOD / REBAR. FOOTING 12 z i 4� aj i----------------------------------- I` ---- cn - FF, \ II CONT. ALUM.........., � ,; N Q i � � � � R a DRIP STRIP \ C.M.U. WALL41 i 6" ALUM ........... ,. I (1) #5 DOWEL i I i (1)5 DOWEL a J FACIA Mi i I I IN CORNER I ' IN CORNER R 30 BLOWN INSULATION �--1 2' CEILING BOARD W/ -� ' i I I i KNOCKDOWN CEILING ALUMN. SOFFIT ----� SIMPSON HETA20 \-8" X 8" KNOCK -OUT BLOCK W/ #5 CONTINUOUS REBAR NOTE: POURED LINTELS WILL BE 3000 psi CONC. 8" X 8" PRECAST CONC LINTEL ABOVE WINDOW & DOOR OPENINGS SINGLE HUNG ALUM. CONTINUITY OF FOOTING EMEDIAL REPAIR FIR DOWEL DETAIL WINDOW (TYP.) o & FUND, WALL REIN, DETAIL GYNTS, ALL CONC. BLOCK w/ DOWELS --PRECAST CONC. THIN THRU WALL SILL I C R N E R C N T I N U I T Y& WALL R E I N F O R C M E N T 7 ,_,, TO BE FILLED SOLID w/ CONC. 0 WINDOW (TYP.) � 3/4 - 1 -0 BELOW GRADE CD3/4' = 1'-0, MARBLE SILL o/ CEMENTTTTOUS FINISH ............. CONC. BLOCK WALL 1 —1/2M GYP. WALL BOARD ON CELLS 3/4 P.T. FURRING STRIPS W/ #5 DOWEL TO MATCH AFOIL R 4.2. FASTEN ROOF SHEATHING W/ Bd NAILS 0 6' D.C. VERTICAL REINFORCING " 0 EDGES, 12' O.C. 0 FIELD do 4' O.C. ALONG NAILER W/25" MINIMUM LAP I"""- 4 CONIC. SLAB 2500 psi w/ R-30 BLOWN/BATT INSULATION (MIN.) " " T ABERMESH OR 6x6-10/10 W.W.M. TOP PLATE --' f 1 /2" GYP. WALL BOARD 4 X4 INSPECTION PORT AT I REINF. AND VAPOR BARRIER EACH ALL CELL TYPICAL �� _ti _._._ _.1/2" GYP. WALL BOARD 00 _ �— ✓'' - 2X4 STUDS 016" O.C.STANDARD 90' BEN _(2) #5 CONTINUOUS FOO- �j 2x6 NAILER BELOW SHEATHING MIL VAPOR BARRIER NOTE; N 1T�=1' i I �-I _� III _III=III=III= NOT REQUIBLOCKING � FASTEN ALONG VALLEY W/ 10d NAILS 0 4' O.C. ENGR. TRUSS �— CLEAN, POISONED AND COMPACTED SOIL. SECTION @ VALLEY -SET ATTACHMENT 12 REBAR CHAIR IN FOOTING CAST-IRON ALIT Al1C --ti - 3" CLEAR. NAIL ,GUN NAILS --- 2X4 P.T. PLATE " 3/4' = 1'-0" NO 24 O.C..7OR EQUAL) �- 6x6 10/10 W.W.M. NOTE: THE ABOVE DETAIL IS SPECIFIED AS AN ALTERNATE TO ATTACHMENT DETAILS SUPPLIED BY THE TRUSS MFGR / ENGINEER d -- --.—'-.—a.'------.. — --- TYPICAL WALL SECTION LINTEL RATINGS LINTEL LENGTH CLEAR SPAN LINTEL plf 2'-10' 1'-6' 1700 3'-6' 2'-2' 1700 4'-0' 2'-8' 900 4'-6' 3'-2' 900 5'-4' 4'-0' 900 5'-10' 4'-6' 900 6'-6' 5'-2' 1200 7'-6' 61-2' 800 8'-4' 7'-0' 650 9'-4' 8'-0' 450 10'-6' 9'-2' 350 11'-4' 10'-0' 450 12'-0' 10'-8' 400 12'-6' 11'-2' 350 13'-4' 12'-0' 350 14'-0' 12'-8' 350 14'-8' 13'-4' 350 17'-4' 16'-0' 470 19'-4' 18'-0' 500 4 TYP INTERIOR NON -BEARING WALL 3/4' = 1'-0, 24" MIN. LAP 4'-0" MIN. 4'-0" MIN. 5/8" I HOUR ARE RATED PLYWOOD SHEATHING 5/8' 1 HOUR FIRE RATED PLYWOOD SHEATHING #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE _..__.._..._.._.._..._._._...._.._.. ........... _ PRE-ENGINEERED TRUSSES 0 24" O.C. MAX. 25" MIN. LAP __ ___.__ __._._.....__.._..._.........._____---..---.---. FIREWALL TRUSS WITH VERTICAL BLOCKING 0 24" O.C. TWO 2 LAYERS OF 5 8" TYPE "X" DRYWALL TYP. EACH SIDE TRUSS FELT FROM TOP OF MASONRY WALL TO UNDERSIDE OF ROOF SHEATHING N. #5 REINFORCING BAR #5 LAP SPLICE R- 30 BLOWN OR BATTS INSULATION 20 BLOCKING - ZKDOWN CEILING BOARD W/ CEILING 10 PT - r ` - 8" X 8" KNOCK -OUT BLOCK W/ 15 CONTINUOUS REBAR R 2" -1 HOUR MASONRY WALL Simpson Strong -Tie #5 REINFORCING BAR H E T A 2 0 --------•-• 1 HOUR COMMON WALL REF. R302.2.4 STRUCTURAL INDEPENDENCE EXCEPTION NO. 5. A. C.I. STD. 90° BEND TOWNHOUSES SEPARATED BY A COMMON 1-HOUR ARE RESISTANCE RATED WALL AS PROVIDED IN SEC. 302.2. DETAIL SHEET REBAR LAP &BENDING DETAILS 5 INTERIOR FIRE COMMON -WALL SECTION 1 3/4' = 1'-0' U O � ,1 U O a d z � U A a z as � a � oW a a � A a U � 8 A U M n A A A