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�.. �I ��u,IW11LLIWAIW .�...__^yuu.y:uuuw',yu/w.- _��e�.. __ _ _ _ — _ _ _ _ _ �� plllMW6�1➢IWI�rIf7.—•• 16YL .�WdY.k. -... YL. Y Wliugl.. /11/... li.Ll <br />EDGES (SE. <br />OF SHEATHI <br />BLOCKING SEAM <br />WALL, PANEL SHEATF <br />CLIP FOR ROOFS TON <br />AND GROOVE FOR FLO <br />ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT <br />TO THE FULL WIDTH PANEL. NOT REQUIRED AT RIDGE OR <br />HIP. AT 12" OR LESS USE LUMBER ONLY BLOCKING <br />2"x4" FLATWISE OR EDGEWISE ON BOTH PANEL EDGES. <br />10d COMMON MAY BE SUBSTITUTED FOR 8d NAILS AND <br />SPACING SHALL BE TYPICAL. <br />g <br />a <br />w <br />w <br />En <br />SEE TABLE FOR lOd COMMON <br />4-16d COMMON ���� NAILING, SCHEDULEA'U�j <br />AND SPLICE <br />2-16d COMMON / COMMONJAILING <br />ES TOP <br />ALL <br />f TRUSS <br />NAILING <br />ANG <br />® 24" <br />1 OR <br />NAILING <br />OF <br />) <br />TYPICAL NAILING <br />SCHEDULE <br />NAIL <br />WEA THING <br />BOUNDARY <br />EDGE' <br />FIELD <br />ROOF <br />8d <br />RING SHANK 7116' <br />3' <br />4" <br />6" <br />WALL <br />8d <br />COMMO➢V 7/16" <br />J. <br />4' <br />6' <br />FLOOR <br />10d <br />COMMON ,i/4' T.G. <br />6' <br />6" <br />12' <br />ALL SHEATHING APA APPROVED, EXTERIOR GRADE. <br />FOR ROOF SHEATHING, USE 2" FULL HEAD RING 91MK <br />TYP. NAILING SCHEDULES i <br />12 SEE <br />ELEV. <br />/2" GYP. BOARD CEIUN6�, <br />lx2 PT NAILER - <br />1/2' DRYWALL - <br />VERT. WALL REINF. — <br />EMBED ACI STD. HOOK <br />6' IN BOND BM. #5 BAR <br />SEE PLAN <br />CURTAIN NAILER <br />PT 1x8 AT TOP <br />PT 1x4 AT SIDES <br />OF WINDOWS & S.G.D.'S <br />AMED WINDOW W/ SCREEN — <br />APPLICABLE) <br />SILL <br />lx2 PT FIR STRIP <br />0 16' O.C. <br />lx4 PT BASE NAILER <br />WOOD BASE <br />CONC. SLAB <br />SEE PLAN FOR <br />SLAB REINFORCEMENT <br />FLOOR, ROOF, WALL <br />PRE ENGINEERED WD TRUSS 0 2e O.C. <br />/ R-30 BLOWN INSULATION <br />SIMPSON HETA16 ANCHOR 0 EACH TRUSS <br />SEE TRUSS PLAN UNO <br />FIBERGLASS SHINGLES <br />ROOFING FELT <br />APA 5/8' RATED SHEATHING W/ CLIPS <br />ELEVATION VARIES _ <br />TOP OF MASONRY <br />METAL DRIP EDGE <br />ALUMINUM FACIA <br />2x SUB -FACIA <br />SEE VENTED SOFFIT <br />8'x8' K.O. CMU BOND BM. <br />ELEV. w/ 1 - 15 BAR CONT. (MIN LAP = 25') <br />GROUT CELLS SOLID <br />8'x8' PRECAST CONCRETE LINTEL <br />AT WINDOW OPENINGS (PC4 UNO) <br />THIN FLUSH SILL (PRECAST) <br />#5 BAR VERT. WALL REINF. <br />CONT. TO BOND BEAM. EMBED ACI STD. <br />HOOK 6" IN BOND BEAM. GROUT CELLS <br />SOLID. <br />-,--8'xl6" C.M.U. <br />/ AL -FOIL INSULATION <br />EXTERIOR FINISH (SEE ELEVATIONS) <br />GRADE LINE (8" MIN. BELOW FINISH FLOOR) <br />ELEV O'-0' TOP OF SLAB <br />6 MIL. VISQUENE J� <br />VAPOR BARRIER <br />CLEAN COMPACTED SEE PLAN J55 DOWEL. EMBED ACI STD. HOOK 6' MIN. IN <br />FOOTING. PROVIDE 25" MIN. PROJECTION <br />POISON TREATED FOR LAP <br />FILL <br />SEE PLAN FOR <br />MONO-FTG DETAIL <br />TYP. 1-STORY WALL. SECTION <br />MONOLITHIC FTG. <br />'SIMPSON' SP2 0 EACH STUD (2) 2'x4' TOP PLATE <br />2"x4" STUDS 0 24' O.C. 1 'SIMPSON' LSTA24 w/ 18-10d NAILS - CENTER ON HEADER <br />"SIMPSON* SP4 w/ 6-10d NAILS EACH 016' O.C. <br />SEE FLOOR PLAN <br />FOR SZE <br />3-1Od COMMON <br />EA. SIDE OF JOINT <br />STUDS D 16" OC <br />12d COM. <br />0 12' COM. <br />2-8d COM. <br />4-16d COM. <br />I <br />2-27x4" W/1/2" <br />,r PLYKV SPACER <br />16d COM. 0 8' OC <br />10d COM. 0 12' OC <br />4-16d COM. <br />IN T. HEADER <br />(NON -BEARING) <br />5-10d COM <br />a � <br />16d COW. <br />016"OC <br />L <br />2-8d COW. <br />4 STUD CORNER <br />COMM. 0 16" <br />L16 <br />16d COM. 0 16" OC <br />• SIMPSON HD5A <br />W/ 5/8" DIA A.B. OR A <br />• 5/8' DIA EXPANSION ANCHOR <br />2- 3/4' DIA THRU <br />4 STUD CORNER <br />STRAPPING INFORMATION <br />GENERAL WOOD ATTACHMENT DETAILS <br />�'SIMPSON' SP4 w/ <br />PT Ax4' BOTTOM PLATE 6-10d NAILS EACH <br />'SNPSON' SM 0 EACH STUD <br />INTERIOR LOAD BEARING WALL HEADER DETAIL <br />REBAR IN <br />REBAR <br />MAX SPAN <br />ALLOWABLE <br />MARK <br />SIZE <br />LINTEL <br />IN KO <br />CONFIGURA7ON <br />(FT) <br />LOAD (PLF) <br />PCl <br />8 x8" <br />1-#5 <br />NO KO <br />PRECAST LINTEL FILLED SOLID <br />6'-O" UNO <br />PC2 <br />8 x12" <br />1-#5 <br />NO KO <br />FILLED PRECAST N4TH 4" HALF BLOCK <br />14'-0" UNO <br />FILLED PRECAST W/ FILLED KO ABOVE <br />VARIES <br />PC3 <br />8"X16" <br />NONE <br />1-#5 <br />UP TO 3 COURSES OF BLOCKS MAY BE <br />BY <br />ADDED BET KO & PRECAST AS NEEDED <br />LOCATION <br />FILLED PRECAST W/ FILLED KO ABOVE <br />VARIES <br />PC4 <br />8"x16" <br />1-#5 <br />1-#5 <br />UP TO 3 COURSES OF BLOCKS MAY BE <br />BY <br />ADDED BET KO & PRECAST AS NEEDED <br />LOCATION <br />PC5 <br />8"x24" <br />1-#5 <br />1-#5 <br />FILLED PRECAST W/ FILLED KO AND <br />VARIES <br />BY <br />COMMON BLOCK COURSES ABOVE <br />LOCATION <br />* ALLOWABLE LOADS TO BE PROVIDED BY LINTEL MANUFACTURER FOR GIVEN CONFIGURATION <br />LINTEL SCHEDULE <br />fG• 1A0 <br />TYP. <br />KNOCK -OUT BLK. <br />5 CONT. <br />FLLL CELL. W/ CONC. <br />45 VERr. <br />W <br />N <br />25' LAP <br />TYP. <br />I il <br />N <br />S TEPPED MA SONR Y <br />WALL DETAIL <br />TOP 77E BEAM <br />rL <br />#5 VERT. CORNER <br />g CELL FILLED W/ <br />N CONCRETE <br />0 <br />L-#5 LAP CONT. #5 <br />25" LAP <br />CORNER CON TINUI T Y <br />WALL DETAIL <br />KNOCK -OUT BLK. <br />W/45 CONT. <br />FILL CELL W/ CONC. <br />EMBED ACI ` m 11"A1, <br />IN BOND BM <br />K.O. CMU BOND BEAM <br />#5 BAR VERTICAL WALL REINF. <br />GROUT CELLS SOLID <br />(SEE PLAN FOR LOCATIONS) <br />DOWELS <br />SEE PLAN FOR LOCATION) <br />LAP 25' MIN. <br />-CLEAN OUT <br />0'-O' FINISHED FLOOR <br />—FOOTING <br />(SEE PLAN) <br />EMBED ACI STD. HOOK —/ <br />IN FOOTING <br />MA SOLAR Y WA L L <br />REINFORCED CELL DETAIL <br />HOCK -OUT BLK. <br />W11 5 CONT. <br />14"..LAP 6".DOWEL - <br />DOWEL 15 INTO EXIS77NG <br />1O A Q TOP B EAU. USE EPDXY <br />GROU <br />N <br />#5 VERT. FILL CELL <br />W/ CONC. <br />DOWEL 1/2" AB INTO <br />EXISTING FILLED CONC. <br />CELL ® 24" OC A MIN. <br />OF 6" USE EPDXY GROUT <br />Q. FIN. FLR. <br />J <br />N <br />10" OWELL 2-#5 INTO <br />EXIS77NG FTG. <br />USE EPDXY GROUT. <br />25" LAP 8 DOWEL <br />PROPOSED EXIS77NG <br />cE FOOTING F0077AIG ss <br />PROPOSED I EXISTING <br />.. BUILDING BUILDING OW <br />CONCRETE CONNECTION <br />TO EXISTING CORNER <br />AND FILLED CELL <br />TOP PLA TE FASTENER SCHEDULE <br />WIND <br />LAPSPLICE <br />NAILING @ SPLICE <br />ALL OTHER NAILING <br />120mph-124mph (EXPOSURE B <br />ENCLOSED) <br />24" <br />2-ROWS 10d 0 6" O/C <br />1Od 0 8" O/C <br />ENCLOSED)125mOmph (EXPOSURE B <br />24" <br />2-ROWS 10d @ 3" O/C <br />10d 0 8' O/C <br />OVER 130mph (EXP. C ENCLOSED) t <br />36" <br />2-ROWS 10d II! 3" O/C <br />10d 0 8' O/C <br />DOUBLE <br />TOP PLATE 2-16d COM. <br />4-16d COW. i <br />DOUBLE TOP PLATE <br />16d COM. <br />DOUBLE STUD <br />0 16' OC <br />PT <br />80TT PLATE 3-8d COM. <br />D. <br />2-8d COM. i 2-8d COW. PT <br />1 BOTH PLATE <br />END STUD IN T. <br />DOUBLE END STUD <br />CONDUIT 1 1/2' <br />OR GREATER <br />Q = <br />Q 1=L <br />> 3� 4 <br />uj <br />a z <br />O Lu <br />U <br />to <br />LugZ F--LQV <br />= O — <br />�UcV'J i-: <br />W �[ZM O <br />w <br />cwmoC4 <br />wwt=L` E <br />=o Ww w <br />- zL=- <br />0= <br />�MMPSON <br />SYMPSON _ p! <br />owl <br />STUD SHOE 's�'••' <br />FOR EXTERIOR <br />& BEARING WALLS <br />WW <br />,a <br />PT 2"x4" z <br />0 <br />"SIMPSON" H8 AT TOP AND BOTTOM v) <br />2"x4" STUDS ® 16" O.C. 6Wz, <br />O <br />(2) 2"x4" TOP PLATE <br />CMU WALL "SIMPSON" SP2 ®EACH STUD <br />(1) "SIMPSON" LSTA24 w/ 18-10d <br />NAILS - CENTER ON HEADER <br />"SIMPSON" SP4 w/ 6-10d <br />NAILS EACH ® 16" O.C. <br />-7-SEE FLOOR PLAN FOR <br />HEADER SIZE <br />FASTEN WALL SHEATHING AT <br />3" O.C. ALL AROUND OPENING <br /># OF CRIPPLES MAY VARY <br />`- PT 2"x4" BOTTOM PLATE <br />"SIMPSEACH STUD <br />ON" )C EXTERIOR GRADE PLYWOOD, SEE TYP. <br />Q EACH NAILING SCHEDULES FOR NAILING INFORMATION <br />1/2"x8" RED HEAD @ 16" O.C., <br />START WITHIN 8" FROM ENDS "SIMPSON" SP4 w/ 6-10d NAILS EACH <br />LOAD BEARING CMU/EXTERIOR WOOD WALL CONNECTION <br />CONVENTIONAL VALLEY FRAMING ISOMETRIC NOTES: <br />Ol <br />ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE. <br />SECTION SIZE SHALL BE DETERMINED ACCORDING TO <br />THE LENGTH OF SPAN AS FOLLOWS: <br />UP TO 8'-0" ........ 2"x6" <br />8'-0" TO 12'-0. ........... 2"x8" <br />12'-0" TO 15'-0" ........... 2"x1O" <br />15'-0" TO 18'-0" ........... 2"x12" <br />RIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION <br />SIZE SHALL BE 2" (NOMINAL) LARGER THAN RAFTERS W/ A <br />MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. <br />CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE <br />FASTENED AS SHOWN W/ SIMPSON MSTA24 TENSION STRAPS ®EACH <br />TRUSS USING (14) 10d NAILS. INSTALL THE STRAP BY CUTTING A HOLE <br />l / <br />INTO THE SHEATHING @ EACH SIDE OF TRUSS AND THREADING THE <br />U-SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF <br />CLEAT. <br />SECURE RAFTERS TO CLEAT AND WRAP TO TOP CHORD USING SIMPSON <br />HTS20 W/ ( 20) 10d NAILS FOR 2x12 RAFTERS, (16) 10d NAILS FOR <br />2x10 RAFTERS, (14) 10d NAILS FOR 2x6 RAFTERS WITH SPANS OF 4'-0" <br />OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" SHALL BE <br />TOE -NAILED TO CLEAT W/ (8) 10d NAILS. <br />SECURE RAFTERS TO RIDGE BEAM USING SIMPSON LSSU210 SLOPING <br />_EAT <br />HANGER W/ (10) 10d NAILS INTO RIDGE BEAM AND (7) 10d x 1 1/2" <br />H SIDE <br />NAILS INTO 2x12 RAFTERS. USE (8) 10d & (6) 10d RESPECTIVELY FOR <br />5 <br />2x10 RAFTERS. USE LSSU28 W/ (10) 10d & (5) 10d x 1 1/2" FOR 2x8 <br />RAFTERS. USE LSU26 W/ (6) 1 Od & (5) 1 Od x 1 1 /2" FOR 2x6 RAFTERS <br />WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN <br />HT @RAFTER <br />4'-0" MAY BE TOE -NAILED TO RIDGE BEAM W/ (8) 10d NAILS. <br />4 END <br />OWHERE <br />6 <br />NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP <br />CORD FOR INSTALLATION SUPPORT OF MSTA24 STRAPS. SECURE BLOCKING <br />IW CONVENTIONAL FRMG <br />W/ (3) 16d TOENAILS AT EACH END INTO TOP CORD. <br />WHICH ARE ONLY <br />i AS ENTRYWAYS AND <br />THE ENGINEER HAS NOT REVIEWED THE PRE -ENGINEER TRUSS <br />MANU- FACTURERS' LAYOUT TO DETERMINE ANY LOAD BEARING <br />CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES <br />AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. <br />CONVENTIONAL OVER /VALLEY FRAMING ISOMETRIC <br />WHILE THESE PLANS HAVE BEEN <br />THESE PLANS ARE THE PROPERTY <br />OF THE NAMED OWNER, ANY <br />■ 145 VERTICAL <br />IN FILLED CELL <br />DATE SHEET NAM <br />(%� 7 2�20 COnStru( <br />CHECKED FOR ACCURACY, IT IS THE <br />REPRODUCTION WITHOUT WRITTEN <br />4 245 VERTICALS <br />IN FILLED CELL <br />BUILDERS RESPONSIBILITY TO VERIFY <br />AUTHORITY IS EXPRESSLY <br />DRAWN BY <br />CAL <br />ALL DIMENSIONS IN THE FIELD... <br />FORBIDDEN, AND MAY RESULT IN <br />DO NOT SCALE THESE PLANS <br />COPYRIGHT INFRINGEMENTS. <br />RES SHEAR iSrANT <br />GCF <br />NTS <br />CAMPONETS <br />cz0� <br />c o• � <br />Owa'� <br />w <br />Q P,4 <br />E-+ W <br />V' <br />L <br />h� <br />U <br />� N <br />N a-' LLn <br />M <br />L M <br />= LL <br />t <br />L.L. N y <br />,-L <br />IT 0) � <br />I� <br />SHEET <br />8 <br />