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31' 4'- 3„ 3" <br />v v <br />— — — — <br />(N) 4X4 BRACKET Al <br />- - <br />1 <br />Q <br />o <br />(N) 2X8 RIDGE BOARD <br />T <br />w ' : <br />(E) ROOF <br />(N) 2X6 RAFTERS 24" O.C. <br />(E) RESIDENCE <br />(N) 4X6 BEAMS <br />— — — — <br />zo <br />NNW 016 <br />� <br />1 <br />1 <br />— — -- -- <br />(N) ROOF <br />(N) BEAM <br />(N) POST BEYOND 9 <br />v A9.1 <br />(N) CONC. RET. L <br />(N) CONC. STEPS <br />t� - <br />�u � '0� <br />i <br />BUILDING <br />2 1/4" = 1'-01, <br />V <br />E) RESIDENCE <br />3 <br />Nib <br />QE <br />A <br />wL <br />s <br />(E) RAFTERS <br />a <br />u. <br />- <br />OVERFRAMING MEMBERS <br />- _ - <br />SHALL BE 2X6 @ 24" O.C. POST <br />--` <br />/ <br />DOWN TO MAIN FRAMING <br />" <br />\ <br />BELOW W/ 2X4 48" O.C. <br />SIMPSON STRONG <br />TIE HUC 46 0 <br />(N) 2X6 RAFTERS 24" O.C. <br />\ <br />POST TO BEAM <br />(N) 2X8 RIDGE BOARD <br />CONNECTION: LPC4 <br />1/2" = V-0" <br />TOP OF RIDGE <br />14' - 5 7/32" <br />(E) ROOF <br />5 <br />A2.3 <br />(E) RESIDENCE <br />1 <br />1 <br />1 <br />TOP PLATE <br />_ <br />1 <br />(N) ROOF <br />(N) FRONT OF <br />8'-0" <br />1 <br />1 <br />1 <br />(N) BEAM <br />i <br />9 RO <br />(N) POST <br />1 <br />1 <br />— <br />— _ <br />— (N) gAC K ROOF <br />1 <br />T-4" <br />1 <br />1 <br />1 <br />(N) DECK <br />MAIN LEVEL <br />i <br />1 <br />1 <br />1 <br />— FRONT GRADE <br />(N) FOUND <br />iYM <br />BACK GRADE <br />T� <br />�J <br />- <br />-4 7" <br />BASEMENT LEVEL <br />— -7' - 5" <br />JAF <br />NO <br />s �BUILDIN <br />(N) 2X FASCIA TO <br />MATCH (E) <br />(N) 4X4 BRACKETS = <br />(N) 2X6 RAFTERS @ 24" <br />O.C. <br />x <br />(N) 3/4" PLYW'D Q <br />SHEATHING 00 <br />1 1 <br />(N) BACK ROOF <br />1 1 3'- 4„ <br />j <br />O SOFFIT N 5 <br />A9.1 <br />(N) 4X6 BEAM <br />(N) P.T. 4X4 POST <br />MAIN LEVEL <br />0'-0" <br />9 (E) STRUCT. i <br />A9.1 <br />REPLACED CONC. <br />RET. WALL; <br />7:12 <br />M <br />REPLACED CONC. <br />'STEPS <br />FRONT GRADE <br />2 6 <br />a <br />O <br />x <br />co) <br />w <br />BACK GRADE <br />4- 7" <br />BASEMENT LEVEL <br />-7' - 5" <br />(N) SOFFIT <br />REMOVE (E) EAVE <br />FILL IN AS NEC. FOR <br />6'- 8" HEAD, HT. <br />ROOF NOTES <br />1. ROOF MATERIAL SHALL BE METAL ROOFING OVER ONE LAYER 30 # ASPHALT <br />FELT PAPER AND SOLID ROOF SHEATHING. (REFERENCE STRUCT. FOR <br />SHEATHING INFORMATION) THE ROOF SHALL CONFORM TO THE <br />REQUIREMENTS OF A CLASS "C" OR BETTER ROOFING ASSEMBLY. <br />2. ROOF PITCH SHALL BE 4:12, OR UNLESS NOTED OTHERWISE ON ROOF PLAN. <br />3. ROOF OVERHANGS SHALL BE AS DIMENSIONED ON ROOF PLAN. <br />4. ALL VENT PIPES AND CAPS SHALL BE PAINTED TO MATCH COLOR OF ROOF <br />MATERIAL AND SHALL BE HIDDEN BEHIND RIDGES WHERE POSSIBLE. <br />5. PROVIDE ATTIC VENTILATION @ 1 SQ. FT. PER 150 SQ. FT. OF ATTIC AREA BY <br />MEANS OF EQUALLY SPACED EAVE VENTS WITH 1/4" X 1/4" GALVANIZED MESH <br />SCREEN AND PREFABRICATED GABLE END ATTIC VENTS AS INDICATED ON <br />EXTERIOR ELEVATIONS. <br />ROOF FRAMING NOTES <br />1. PROVIDE VENTILATION AS REQUIRED BY I.B.C. <br />2. PROVIDE SOLID BLOCKING AT ALL RIDGES, EAVES, AND AT <br />MIDSPAN OF ALL RAFTER/TRUSS LOCATIONS AS REQUIRED. <br />3. ALL CONNECTORS TO BE "SIMPSON" OR EQUAL AND INSTALLED <br />AS PER MANUFACTURER SPECIFICATIONS. <br />4. ALL LUMBER RECOMMENDED TO BE FOREST STEWARDSHIP <br />COUNCIL CERTIFIED DOUGLAS FIR #2 OR BETTER U.N.O. <br />5. USE 24 GA. GALVANIZED FLASHING AS REQUIRED. <br />6. ALL RAFTERS RECOMMENDED TO BE FOREST STEWARDSHIP <br />COUNCIL CERTIFIED DOUGLAS FIR #2 AT 24" O.C. <br />7, ROOF SHEATHING RECOMMENDED TO BE FOREST STEWARDSHIP <br />COUNCIL CERTIFIED CDX PLYWOOD WITH 10d NAILS AT 6" O.C. AT <br />EDGES AND 10" IN THE FIELD (COORDINATE W/ STRUCTURAL). <br />8. PROVIDE 1" CLEARANCE AROUND FIREPLACE CHIMNEY AS <br />REQUIRED. <br />(E) ROOF <br />(N) 3/4" PLYW'D <br />SHEATHING <br />(N) 2X6 RAFTERS <br />@ 24" O.C. RAISE <br />Al HEEL AS NEC. 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