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� ,.._ <br /> � ' '� •�•' ''�'�� GARAGE SPECIALISTS SINCE 1949 <br /> • � � .• � . STATE LICENSE#BC316611 <br /> . . . • � .••� 4301 HIGHWAY 7,#115 MINNEAPOLIS,MN <br /> �' '�-•-��""��� 55416-5807 FAX:952.920.1172 <br /> BUS: 952.920.8888 <br /> SITE ADDRESS: �14 Livinqston Avenue Orono email: Info@WestemConstructioninc.com <br /> COMMON AND/OR HIP SET TRUSSES�24"O!C <br /> (� 2"X 4"STRONGBACK LAID HORIZONTAL <br /> Roof Height 12� I 2"X 4"-45°GABLE BRACE TO STRONGBACK(WHERE APPLICABLE) <br /> Truss Mid Point ICE&WATER SHIEID FRQM ROOF EQGE TO 24"BEYOND PLATE LINE <br /> 12 15#FELT UNDERIAYMENT,SELF SEALING SHINGLES. <br /> Q 4. �� EXTEND SHINGLES 3/4"BEYOND FACE OF 1"X 2" DRIP EDGE <br /> — �� 12 <br /> RAKE O" 1"X 2"LEDGER <br /> 2"X 4"LOOKOUTS(USE TRUSS TAI�CUT-OFFS) <br /> 3/8"CEDAR PLYWOOD SOFF�T <br /> Trussto PiateConnecto 1"X 6"FASCIA WITH 1"X 2"DRIP EDGE <br /> FacxcxyTruss Rai�rType 1 HOUR RATED FIRE WALIS WITHIN 5'OF LOT LINE,5/8"NPE X EXTERIOR <br /> � ��� ��� � GRADE GYPSUM ON EXTERIOR SIDE 5/S"NPE X ON INS►DE WALL <br /> 7/16"OSB WALL SHEATHING <br /> OH DoorS¢e 16x7 Steel SHEATHING EXTENDS TO ROUGH OPENINGS,UNDERSIDE OF RAFfER <br /> OH Door Header 2-ZX�Z ZO� TAILS AND TO UNDERSIDE OF ROOF SHEATHING AT GABLES. <br /> SidingType VIf1y) FLASH ALL ROUGH OPENINGS <br /> � sn�ery� Architectural 2"x a"STUDS�16�oic <br /> Fre WaR Location NA 2"X 6'TREATED SOLE PIATES&SEAL <br /> DOUBLE 2"X 4"TOP PLATES-STAGGER TOP PLATE SEAMS 48"MIN- <br /> WaQ Height 8 RooFPdch 4 INTERLOCK AT CORNERS 8'0"CEILING HEIGHT(SLAB TO TOP PLATE) <br /> Truss(ubd PatY Roof Heic�t �2� <br /> � FLOATING MONOLITHIC SLAB <br /> a � °° 4000#/6 BAG MIX/4°�AIR-ENTRAINED <br /> 4"MIN THICK SlA6,8"WIDE X 8"THICK PERIMETER <br /> — . --------� 6X610 GA.WELDED WIRE MESH RE�NFORCED <br /> 2�1/2"REBAR PERIMETER,SHARP BEND @ CORNERS <br /> < <br /> - 2"MIN COVERAGE ON ALL REINFORCEMENT <br /> S 4"MIN COMPACTED GRANULAR FILL BASE <br /> TOP OF SLAB 6"MIN ABOVE GRADE <br /> 1 COURSE 6"CONCRETE BLOCK <br /> �----'--��` 1/2"X 12"VERT REBAR�48"O/C GROUT SOLID <br /> P P������ 2"X 4"STUDS�� 24"CONCRETE APRON-1/2"EXPAN510N JOINT-SLOPE AWAY @ 1/4"/FT <br /> � SEALER � \\ <br /> f \ 1!2"X 16"RIGHT ANGLE ANCHOR BOLTS-7"EMBEDDED,2"MiN EXPOSED <br /> 1 CS � � 7"FROM OUTSIDE CORNERS-EACH WAY,6'0"MAX SPACING <br /> 6"X8'�16"CONC \ <br /> BLI(GROUTED \_-_ \ GROUT CORES SOLID AT ANCHOR BOLT LOCATIONS <br /> 50CID AT ANCHOR �T \ <br /> BdLT LOCATIONS ��MIN � <br /> � l ' <br /> � „ l <br /> I � <br /> 1 fi2"ANCHOR 1 <br /> BOLTS WITH � (2) REBAR � <br /> NUT&WASHER 8�� 3��M�N / <br /> EMBEDED 7" � <br /> MIN INTO EMBEDMENT� <br /> FOU ATION, / <br /> LOCA IN CENTER 1/3 OF SOLE � <br /> PLATE,Sl4(�CED AT 6'MAX AND WITHIN � ' <br /> 12"OF PLA�6.E\DS. �/ <br /> � � <br /> ���_���� <br /> � .y=���rR-n R <br /> APR 2 � Zt�16 <br /> cmr o�oRo�o <br />