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25" REBAR- LAP DISTANCE ------------------------------------------- • • - - 25 MIN. LAP 25 MIN. LAP PRE -EN TRUSS 0 2'-0' O.C. (TYP.) i --- -- . -- - - .� --- - -- - LINF OF LOAD PATH —. I 30 YR. DMNNAL SHINGLES ON 30lE FELT PAPER ON 5/8' O.S.B. ----, i i i � • ~ ' --------------- r- --- L/ %ILL U LI vn 1 JL 1 J OR PLYWOOD w . i i — — — i — — — REBAR. 12 z i i � i FOOTING i i----------------------------------- 4� LO - - --- = .4 irk a; i � i - i � CONT. ALUM. --*, • . DRIP STRIP \ = _j ' C.M.U. WALL , � o � I I / 61 ALUM. m i i i I i (1) #5 DOWEL i I I i 1) #5 DOWEL -�.,�' \ a FACIA, R- 30 BLOWN INSULATION � � � ; I I I ; IN CORNER � ; I CORNER 1/2' CEILING BOARD W/ . - KNOCKDOWN CEILING ALUMN. SOFFIT _-- �- - - � 1-0 SMIPSON HETA20 i LL�v� 8' X 8' KNOCK -OUT BLOC( 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 REMEDIAL REPAIR FOR DOWEL DETAIL WINDOW (TYP.) & EDUND, WALL REIN. DETAIL H ALL CONC. BLOCK w/ DOLLS PRECAST CONC. THIN THRU WALL SILL (I)S314, O R N E R CONTINUITY &WALL R E I N F- O R C M E N T 7 N.T.S. TO BE FILLED SOLID w/ CONC. 0 WINDOW (TYP.) 3/4 - 1-0 BELOW GRADE = 1'-O' MARBLE siu CEME44TMOIJS FINISH 8' CONC. BLOC( WALL &PCELLST. IN 1/2' GYP. WALL BOARD ON � DOWEL TO MATCH 3/4' P.T. FURRING STRIPS W/ AFOIL R 4.2. FASTEN ROOF SHEAW W/ 8d NAILS Alf 6' O.G VERTICAL REINFORCING 4' CONC. SLAB 2500 psi w/ R-30 BLOWN/OATT INSULATION (MIN.) j 0 EDGES, It o.C. 0 FIELD 4' O.C. ALONG NAILER W/25' MIiMWM LAP TI RIBERMESH OR 6x6-10/10 W.W.M. TOP PLATE 4'X4' INSPECTION PORT AT II REINF. AND VAPOR BARRIER 1 /2' GYP. WALL BOARD EACH FILL CELL TYPICAL k \ 1/2' GYP. WALL BOARD 00�- _ qa —III= 2X4 STUDS @ 16' O.C. STANDARD 90' BEND M I M I I-1 1 11 1—III—III—I =III=I I=III I _ (2) 115 CONTINUOUS FOOTER I- - N -1 I I-1 11=1 I F_=I 6 MIL VAPOR BARRIER NOTE. �j 2x6 NAILER BELOW SHEATHING � � III— —III—III—III- NOT POINTREQUBLOCKING LLOC KING ao FASTEN ALONG VALLEY W/ 10a NALS 0 4 O.0 11=III=III=1 I=III=1 III= —III=III=1 CLEAN, POISONED AND COMPACTED Sal SECTION @ VALLEY SET ATTACHMENT 12" REBAR CHAIR IN FOOTING CAST-IRON AINTOMATIC 3' CLEAR. NAIL j1N NAILS 2X4 P.T. PLATE NAIL O.C.�OR EQUAL) / 3/4 = 1-0 6x6 10/10 W.W.M. NOTE THE ABOVE DETAIL IS SPECIRED AS AN ALTERNATE TO ATTACHMENT DETAILS SUPPLIED BY THE TRUSS MF(R / BOB OIL —a. — — — — — —a -- \ TYPICAL WALL SECTION 3/4' = 1'-0' 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 ll'-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 EJY_,_ INTERIOR NON -BEARING WALL 3/4' = 1'-O' 24' MIN. LAP 4'-0n MIN. 4'-0" MIN. 5/8'I HOUR ARE RATED PLYWOOD SHEATHING VI —el 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 01 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 #5 REINFORCING BAR #5 LAP SPLICE R- 30 BLOWN OR BATTS INSULATION 20 BLOCKING ' 112 CEILING BOARD W/ ' KNOCKDOWN CEILING `' 10 PT 10' I , 1 8' X 8' KNOCK -OUT BLOCK W/ Nl5 I CONTINUOUS REBAR R 2' 1 HOUR MASONRY WALL Simpson Strong -Tie #5 REINFORCING BAR 1 HOUR COMMON WALL H E T A Z 0 REF. R302.2.4 STRUCTURAL INDEPENDENCE EXCEPTION NO. 5. A.C.I. STD. 900 BEND TOWNHOUSES SEPARATED BY A COMMON 1-HOUR ARE RESISTANCE RATED WALL AS PROVIDED IN SEC. 302.2. DETAIL SHEET 5 INTERIOR FIRE COMMON -WALL SECTION EAR LAP &BENDING DETAILS �,11�2 = 1'-0' 13/4' = 1'-0' Ua ait c� U � V A z as � a � oW a � W a � q