37802-37808 Prairie Rose Lp - Laserfiche WebLink

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25" REBAR LAP DISTANCE r----- — +-------------------- -" " --------------------- 25 MIN. LAP 25 MIN. LAP PRE-ENGINEERED TRUSS O 2'-0' O.C. (TYP.) - ----- I wr nr I njin n&rl I I uNt UT LUAU rAln""-.� 30 YR. DIMENSIONAL SHINGLES ON \ InJI EEI T DADED nAl � /4 n C Q �....-. i ----� I I I I •.�,. • — — — — — —--II ----1 T------------- _----� ---------------- �- --- nil. �........ ..�� ..� I — JVf 1 LLI 1 nl LIN VI\ J/ V V.J.V. 5 \ - OR PLYWOOD 4 �' cw� iIlk ' 12 Q 'F®R\ ' FOOTING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I ----------- CONT. ALUM.----, N J I ' C.M.U. WALL I I � �'d DRIP STRIP Q1 DOWEL ' I ' 6 ALUM.----, m I , � I I - O� I I � (1) �5 DOWEL FACIA .p: I I I I IIN CORNER I I II IN CORNER 30 BLOWN INSULATION ��CEILING W/ KNOCKDOWN BOARD f ALUMN. SOFFIT _ •• � .�-_-- � 1-0 ��--- SIMPSON HETA20 i I 8' X 8' KNOCK -OUT BLOCK W/ #5 I I CONTINUOUS REBAR NOTE: POURED LINTELS WILL BE 3000 psi CONC. 8' X 8' PRECAST CONC. LINTEL ABOVE WINDOW & DOOR OPENINGS I I I I I I SINGLE HUNG ALUM. CONTINUITY OF FOOTING RDIAL REPAIR FOR DOWEL DETAIL ENDOW (')EMEDUNDI WALL REIN. DETAIL 8 ALL CONC. BLOCK w/ DOWELS PRECAST CONC. THIN THRU WALL SILL o C R N E R CONTINUITY & WALL R E I N F 1 R C M E N T (jy�3/4'� N.T,s, TO BE FILLED SOLID w/ CONC. 0 WINDOW (TYP.) 3 1 -0 BELOW GRADE 0° 3/4' = 1'-v MARBLE SILL 8' CONC. BLOCK WALL CEMENT1TIOUS FINISH ---.� QFl1/2' 1 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 4" CONC. SLAB 2500 psi w/ R-30 BLOWN/BATT INSULATION (MIN.) 0 EDGES,12' O.C. 0 FIELD do 4' O.C. ALONG NAIIFR W/25' MINIMUM LAP TF FIBERMESH OR 6x6-10/10 W.W.M. TOP PLATE 1/2' GYP. WALL BOARD 4'X4' INSPECTION PORT AT . II REIJF. AND VAPOR BARRIER EACH ALL CELL TYPICAL ' - 1/2" GYP. WALL BOARD 00 ^ 4a . r _ —III—III —I STANDARD 90' BEND - 2X4 STUDS 016' O.C. z 11=III=III=1 I -III -III -III —I I_ =I I ( _ (2) 15 CONTINUOUS FOOTER I- =III=III=III=� 6 MIL VAPOR BARRIER o NOTE: I -co 2x6 NAILER BELOW SHEATHING THING E0. TRUSS — MID POINT BLOCKING 1 FASTEN ALONG VALLEY W/ 10d NAILS 0 4' O.C. I 11=III=III=1 1=III=1I — III= = III=III=III= III— III=III=1 NOT REQUIRED CLIEANPOISOMD 12" AND(CAM SOIL REBAR CHAIR IN FOOM CAST-IRON AI�TOM�lc SECTION @ VALLEY -,SET ATTACHMENT NAIL AI " 1 p 3' CLEAR. 'TIN ® 24 O.C..JOR EQUAL) 2X4 P.T. PLATE _.. 3/4 - 1-0 6x6 10/10 W.W.M. NOTE THE ABOVE DETAIL IS SPECIFIED AS AN ALTERNATE TO ATIAMW DETAILS SUPPLIED BY THE TRUSS MFGR / ENGINEER 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' 6'-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' ll'-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 3/4 - 4 TYPI IN�TIR�11RNON-BEARING WALL 3/4' = 1' 24' MIN. LAP 4'-0" MIN. 4'-0" MIN. 5/8" I HOUR FRE RATED PLYWOOD SHEATHING T 5/8' I HOUR ARE RATED PLYWOOD SHEATHING 3 OR J% REINFORCING BAR #3 &#4 LAP SPLICE ;. PRE-ENGINEERED TRUSSES 024" O.C. MAX. 25' MIT. 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 #5 REINFORCING BAR •' 5 LAP SPLICE " R- 30 BLOWN OR BATTS INSULATION 20 BLOCKING • 1/2 CEILING BOARD W/ KNNOCKDOWN CEILING 1x4 PT 10" d 8' X 8" KNOCK -OUT BLOCK W/ #5 CONTINUOUS REBAR R 2" L 1 HOUR MASONRY WALL Simpson Strong -Tie #5 REINFORCING BAR - 1 HOUR COMMON WALL H E T A 2 0 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. 3022.0DETAIL SHEET INTERIOR FIRE COMMON -WALL SECTION ��IElIINl�lETlILl 3/4' =1'-o`1 1/21' 3/4 - 4 TYPI IN�TIR�11RNON-BEARING WALL 3/4' = 1' 24' MIN. LAP 4'-0" MIN. 4'-0" MIN. 5/8" I HOUR FRE RATED PLYWOOD SHEATHING T 5/8' I HOUR ARE RATED PLYWOOD SHEATHING 3 OR J% REINFORCING BAR #3 &#4 LAP SPLICE ;. PRE-ENGINEERED TRUSSES 024" O.C. MAX. 25' MIT. 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 #5 REINFORCING BAR •' 5 LAP SPLICE " R- 30 BLOWN OR BATTS INSULATION 20 BLOCKING • 1/2 CEILING BOARD W/ KNNOCKDOWN CEILING 1x4 PT 10" d 8' X 8" KNOCK -OUT BLOCK W/ #5 CONTINUOUS REBAR R 2" L 1 HOUR MASONRY WALL Simpson Strong -Tie #5 REINFORCING BAR - 1 HOUR COMMON WALL H E T A 2 0 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. 3022.0DETAIL SHEET INTERIOR FIRE COMMON -WALL SECTION ��IElIINl�lETlILl 3/4' =1'-o`1 1/21' U a � � o U O U A z � a � oA a p" a1 A