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NOTE: <br /> A) THE TRUSS CONSTRUCTION DRAWINGS AND CALCULATIONS SHOULD BEAR THE SEAL AND SIGNATURE OF THE PROVIDE SOLID BEARING <br /> PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF WASHINGTON, PERFORMING THE DESIGN. BOTH ENDS OF ALL BEARING <br /> B) THE TRUSS DESIGN SHOULD BE REVIEWED FOR CONFORMANCE WITH THE APPROVED CONSTRUCTION DRAWINGS <br /> AND REFERENCED BUILDING CODES, AND APPROVED FOR CONSTRUCTION BY THE DESIGNER-OF-RECORD FOR THE BEAMS & GIRDER TRUSSES <br /> APPROVED DRAWINGS, PRIOR TO FABRICATION AND ERECTION. TO THE FOUNDATION. <br /> GABLE <br /> o TRUSS ROOF NOTES <br /> X. 'SHALL CARR RY MFG'S OR ENGINEERS STAMP. <br /> 'SHALL BE INSTALLED&BRACED PER <br /> CATIONS. <br /> —ALL <br /> ALL NOT NOT BE FIELD ALTERED WITHOUT <br /> PRIOR F`S TDEPICK &ENG APPROVAL. <br /> *O DENOTES HIT 0/TRUSSES U.N.O.MIN <br /> MFG TRUSSES @ 24"' O.C. of 2.6 N N/F G/R8 22 O.C. N. <br /> 'ATTIC AND SPACE IS <br /> I.F.VE <br /> OF T LEAST <br /> SPACE IS O EA EA&5 N <br /> IS AT LEAST 3'-0"ABOVE EAVE.VENTING <br /> BASED 1/3pp. <br /> •VENTS USED ARE TYPICAL BIRO BLOCKS <br /> SAVE(EACH B GABLE ENO.12'x12' <br /> JACKS,OR CONTI NTI NUOUS RIDGE. <br /> -ALL VENTING BASED ON NET CLEARANCE <br /> OF 757. <br /> LIVE LOAD = 294's. 16#'s DL <br /> ROOF& ATTIC VENTILATION NOTES: /R806: <br /> ALL VENTS TO BE SCRND W/1/4"CORR RESIST <br /> MTL MESH.VENT BLKS TO HAVE(3)2"9 HOLES <br /> =6.59 50 IN NET(703)LOCATE VENT BLOCKS <br /> ®CORNERS&EVENLY BTWN FOR ATTICS. <br /> PRONDE VENT BLK EA RAFT SP FOR CATHEDRAL <br /> ROOFS.LOCATE GABLE/ROOF VENTS AS HIGH AS <br /> POSSIBLE(3'MIN FOR 1/300) <br /> HOUSE ATTIC: 1435s FT <br /> PRONDE 689 SQ IN MIN.NET TOTAL111300) <br /> INSTALL 2 GABLE VENTS x 150 SO IN EA= 300 SO IN NET <br /> INSTALL 0*RIDGE VENT x 12 SQ IN FT= 0 SO N NET <br /> INSTALL 3 ROOF VENTS x 92 SQ IN EA= 276 SO IN NET <br /> INSTALL 0'ROOF-2-WALL AN-IQ IN FT= C SO N NET <br /> Y INSTALL 33 VENT BLOCKS x 6.59 SQ IN EA= 217 SO IN NET <br /> -COR-A-VENT FIGURES 793 SO IN TOTAL <br /> o PORCH ATTIC: 92 So FT <br /> PROVIDE 44 SO IN MIN.NET TOTAL 1/300) <br /> INSTALL 0 GABLE VENTS x 150 SO IN EA= p SQ IN NET <br /> INSTALL 0-RIDGE VENT x 12 SO IN FT= 0 SO IN NET <br /> INSTALL 0 ROOF VENTS x 92 SO IN EA= DSO IN NET <br /> INSTALL 3 PROOF-2-WALL VENTSx9 IQ IN FT=27 SO N NET <br /> INTERIOR RIDGE _m INSTALL 5 VENT BLOCKS x 6.59 SO IN EA= 33 SO IN NET <br /> •CON-A-VENT FGURES 60 SO IN TOTAL <br /> 3:12-122.625""' o <br /> o <br /> 5:12 4:12-131.125' vN'i <br /> U <br /> LO <br /> @ LJ <br /> V LO <br /> 10 <br /> 41U <br /> N <br /> U) <br /> K U <br /> H <br /> m O DO <br /> RIDGE SCISSOR <br /> --F nT- <br /> 30"MIN HERM 122x30 <br /> WEAi SULA IP `Tnc f V <br /> &INSULATE IACCESS <br /> 07.1Fv I <br /> DRYER AV/SHEk <br /> �1 G9 <br /> 5: 12 �P <br /> SHEARWALL SCHEDULE <br /> P1-6 7/16" OSB W/8d @ 6" O.C. EDGES <br /> I 2x BOUNDARY MEMBERS 12" O.C. FIELD <br /> I 5/8" A.B.'s @ 48" O.0 LTP5 @ 24" O.C. <br /> I P1-3 7/16" OSB W/8d @ 3" O.C. EDGES <br /> 1 6: 12 3x BOUNDARY MEMBERS 12" O.C. FIELD <br /> I 5/8" A.B.'S @ 36" O.0 LTP5 @ 1T O.C. <br /> GIRDER TRUSS 1 I P2-3 7/16" OSB W/8d @ 2" O.C. EDGES <br /> I 3x BOUNDARY MEMBERS 12" O.C. FIELD <br /> T-_-_-_-----T 5/8" A.B.'S @ 12" O.0 LTP5 @ 6" O.C. <br /> 6: 12 , 6: 12 FLOOR: 3/4" CDX W/10d @ 6" O.C. EDGE 12" FIELD <br /> _ ___ JP�� �I GAB E ROOF: 7/16" OSB W/8d @ 6"WOOD NA O.C. EDGE 12" FIELD <br /> L STRBOLT <br /> APS MEMB RS BOLTS EMBED <br /> GABLE MST37 (2)2x 22-16d <br /> L---------- L612 HOLDOWNS <br /> L——GABLE1———_j HDU2 (2)2x SB5/8x24 18" <br /> HDU4 (2)2x SB5/8x24 18" <br /> ROOF PLAN SCALE: 1/4"=1'-O" <br /> ROOF TRUSS PACKAGE <br /> FAWN CREEK DESIGN <br /> 429 PINE CREEK ROAD OF <br /> TONASKET, WA 98855 <br /> 509-486-1988 [ 5 <br />