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ti <br />KYNAR HI -RIB STEEL <br />2"x4" PURLINS @ 20 1/2" O,C. <br />(NO. 2 SPF) <br />2"x4" BEV. PURUN ---I — <br />WIRE MESH <br />FILLER STRIP <br />2"x6" BEV. FASCIA <br />5" O,G, GUTTERS <br />T#144 & 146 FASCIA TRIM------�.! <br />SOFFIT <br />HI-RIB/SOFFIT CAP <br />2"x6" OVERHANG NAILER <br />120-000 <br />GRADE TO HEEL <br />FINISH GRADE <br />0 <br />30' S.C. TRUSS <br />(2) 1/2"x5 1/2" M. BOLTS & <br />4 20d R.S. NAILS <br />HI --RIB STEEL <br />3-2"x6" LAMINATED COLUMN <br />(3) ROWS 2"x4" NAILERS <br />2100f MSR SPF <br />1 1 /2"x1 1/2" VERTICAL BLOCKING <br />AT COLUMN LOCATION <br />T#167 TRANSITION TRIM <br />2"x6" NOTCHED NAILER <br />HI -RIB STEEL WAINSCOT (KYNAR) . <br />7/16" OSB PROTECTIVE LINER <br />T#167 BASE TRIM <br />(1) ROW 2"x8" TREATED SPLASHBOARD <br />�-4" CONCRETE FLOOR♦ <br />��,• a— Qg 4 4. <br />y.: moi,°�t ;x: - .i..-•i�l j:• ti;��: a.� <br />4" MINIMUM COMPACTED GRANULAR BASE♦ <br />4'--0" <br />FINISH GR <br />CONCRETE FLOOR NOTES NOTE: <br />J z. REQNFORGI5 1 6x6 G MIIXNCONCRETE, � IDENTIFIES ITEMS THAT ARE NOT <br />4 -0 3. SLOPE GRADE AWAY FROM THE BUILDING PROVIDED BY MORTON G'iiLDINGS, INC. <br />0 2% MINIMUM FOR A DISTANCE OF 5'. OR MORTON BUILDINGS' SUBCONTRACTORS <br />4.) 6 MIL POLYETHYLENE VAPOR RETARDER PLACED AND ARE THE OWNERS RESPONSIBILITY. <br />4' BELOW THE BOTTOM OF THE CONCRETE FLOOR. <br />46M BASE ANCHORS <br />8" THICK READI-MIX PAD OR (4)50# BAGS <br />° OF SACKRETE PRE—MIXED W/WATER. PLACE <br />(2)50# BAGS OF SACKRETE PRE—MIXED W/ <br />WATER AROUND COLUMNS WHEN SETTING. <br />N 0 Tc: <br />20"os CORNER AND ENDWALL COLUMNS WILL n" ��� <br />HAVE 15" DIA, HOLES W/4" THICK READI— <br />MIX PADS OR (1)50# BAG OF SACKRETE. <br />PLACE (1)50# BAG OF SACKRETE AROUND <br />COLUMNS WHEN SETTING. <br />SIDEWALL SECTION A -A <br />80 M,P.H. WIND LOAD <br />50ALE: 112" = 1'-10" <br />6 <br />2"x6" UPRIGHT <br />2"x6" NAILER <br />2"4" BLOCK <br />T# 124 <br />T# 129 <br />2"x2" BLOCK <br />T# 151 <br />10'-3" T# 154 <br />GRADE TO BOTTOM <br />OF 2"x6" BLOCK 2"x3" JAMB (BEYOND) <br />(3) 2"x6" JAMB COLUMN (BEYOND) <br />2"x6" BLOCK (BEYOND) <br />2"x10" HEADER <br />2"x12" HEADER <br />O.H.D, <br />ALUMASEAL <br />T# 152 <br />OHD HEADER SECTION C --C <br />SCALE: 1 " = 1'-0" <br />NOTE: <br />THIS SECTION IS THE SAME AS <br />SECTION A -A EXCEPT FOR THE <br />ITEMS AS NOTED. <br />-,,-.—TRANSITION TRIM <br />�--2"x6" NOTCHED NAILER <br />____28Q LEDGE SUPPORT <br />-- 5/4"x6" NAILER <br />----. -NOVA BRICK WAINSCOT <br />,,,.-5/4"x6"NAILER <br />STUCCO WRAP <br />5/4"x6" VERTICAL VERTICAL BLOCK AT COLUMN <br />--7/16 OSB PROTECTIVE LINER <br />_---27Q BASE SUPPORT <br />f---(1) ROW 2"x8" TREATED SPLASHBOARD <br />a' <br />(2) LAYERS OF 1 1/2" WIDE x 6" TALL <br />STYROFOAM INSULATION <br />2"x6" TREATED FACEBOARD <br />4" THICK READI-MIX PAD OR <br />(1)50# BAG OF SACKRETE. PLACE <br />(1)50# BAG OF SACKRETE AROUND <br />COLUI'vINS VYHENI SETTING. <br />ENDWALL SECTION B --B <br />80 M.P,H. WIND LOAD <br />SCALE: 1/2" - 1'-D" <br />PEAK -it SIDE AND (2) ON EAVE <br />SIDE OF PURLIN IN HOLES SHOWN <br />(JOINT MUST BE TIGHT BEFORE <br />FASTENING CLIPS) <br />N CONNECTOR <br />BUTTED PURLIN DETAIL <br />hemw c9my <br />ae' CUM <br />.,.* and <br />�"e ay MS Of �� <br />that i am a �. '� e •. w r <br />e '� <br />F,rojessional Engineerunder <br />state of i =mem <br />OFFICE: <br />MONTICELLO, MN <br />' JOB N0, <br />l` 59-0211 <br />_j <br />►r <br />w <br />Q <br />0 <br />z <br />mi <br />0 <br />z <br />Q <br />0 <br />U <br />Z <br />V) <br />cj <br />z <br />z <br />0 <br />DRAWN BY: 844 RYAN <br />DATE: 3/14/00 <br />CHECKED BY: <br />DATE: <br />REVISED DATE: <br />REVISED DATE: <br />REVISED DATE: <br />REVISED DATE: <br />(SCALE- AS NOTED <br />SHEET NO. <br />3 OF 4 _j <br />